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HomeMy WebLinkAbout47673-Z SUFFat�rcorn Town of Southold 4/21/2023 a P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44031 Date: 4/21/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 12700 New Suffolk Ave, Cutchogue SCTM#: 473889 Sec/Block/Lot: 116.-6-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/24/2020 pursuant to which Building Permit No. 47673 dated 4/12/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with finished unconditioned attic storage, sprinkler system, covered front porch,rear covered porch with deck above, rear screened porch, outdoor shower and attached garage as applied for. The certificate is issued to Cagnazzi,Robert&Kim of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0041 3/28/2023 ELECTRICAL CERTIFICATE NO. 22-85047 9/27/2022 PLUMBERS CERTIFICATION DATED 10/12/2022 uglas Natsfp A r' e Signature 2'v � �oSUFF°t,��oG Town of Southold 4/21/2023 # P.O.Box 1179 o T.� 53095 Main Rd Ldp ao� ` Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44032 Date: 4/21/2023 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 12700 New Suffolk Ave, Cutchogue SCTM#: 473889 Sec/Block/Lot: 116.-6-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/24/2020 pursuant to which Building Permit No. 47673 dated 4/12/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory in ground swimming pool with fence to code as applied for. The certificate is issued to Cagnazzi,Robert of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 22-85047 9/27/2022 PLUMBERS CERTIFICATION DATED r Au o ized Si nature ��o�S11EE0t oy Town of Southold 4/21/2023 a P.O.Box 1179 1 ry,x} 53095 Main Rd oy o� � Southold,New York 11971 L- dol � �a}; CERTIFICATE OF OCCUPANCY No: 44033 Date: 4/21/2023 THIS CERTIFIES that the building HOT TUB Location of Property: 12700 New Suffolk Ave, Cutchogue SCTM#: 473889 Sec/Block/Lot: 116.-6-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/24/2020 pursuant to which Building Permit No. 47673 dated 4/12/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory hot tub as applied for. The certificate is issued to Cagnazzi,Robert of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 22-85047 9/27/2022 PLUMBERS CERTIFICATION DATED A 6 ize gnature TOWN OF SOUTHOLD ��o�gQfFO( BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy + �i > SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47673 Date: 4/12/2022 Permission is hereby granted to: Cagnazzi, Robert 39 Connelly Rd Huntington, NY 11743 To: demolish an existing single family dwelling and construct a new single family dwelling with attached in-ground swimming pool and hot tub and non-habitable attic as applied for per SCHD, Trustee, and DEC approvals. Three COs required. Replaces BP 44963. At premises located at: 12700 New Suffolk Ave, Cutchogue SCTM # 473889 Sec/Block/Lot# 116.-6-14 Pursuant to application dated 6/24/2020 and approved by the Building Inspector. To expire on 10/12/2023. Fees: PERMIT RENEWAL $3,107.10 Total: $3,107.10 'N Building Inspector % �l I �gUFFO��-�, TOWN OF SOUTHOLD �OcpG� BUILDING DEPARTMENT TOWN CLERK'S OFFICE �y • ���? SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44963 Date: 7/9/2020 Permission is hereby granted to: Cagnazzi, Robert & Kim' 39 Connelly Rd Huntington, NY 11743 To: demolish an existing single family dwelling and construct a new single family dwelling with attached in-ground swimming pool and hot tub and non-habitable attic as applied for per SCHD, Trustee, and DEC approvals. Three COs required. At premises located at: 12700 New Suffolk Ave, Cutchogue SCTM #473889 Sec/Block/Lot# 116.-6-14 Pursuant to application dated 6/24/2020 and approved by the Building Inspector. To expire on 1/8/2022. Fees: CO- SWIMMING POOL $50.00 Total: $6,214.20 i Building Inspector t �o�sUfFatTOWN OF SOUTHOLD y BUILDING DEPARTMENT C4 TOWN CLERK'S OFFICE "o • �. SOUTHOLD, NY :21 ti J `may BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 44963 Date: 7/9/2020 Permission is hereby granted to: Cagnazzi, Robert & Kim 39 Connelly Rd Huntington, NY 11743 To: demolish an existing single family dwelling and construct a new single family dwelling with attached in-ground swimming pool and hot tub and non-habitable attic as applied for per SCHD, Trustee, and DEC approvals. Three COs required. At premises located at: 12700 New Suffolk Ave, Cutchogue SCTM #473889 Sec/Block/Lot# 116.-6-14 Pursuant to application dated 6/24/2020 and approved by the Building Inspector. To expire on 1/8/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $4,963.20 DEMOLITION $601.00 CO-NEW DWELLING $50.00 IN-GROUND SWIMMING POOL $250.00 SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 Building Inspector Certificate of Compliance ........................................................................................................................................................................................................................ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ........................................................................................................................................................................................................................ CERTIFIES THAT Upon the application of Upon premises owned by Esco Electric Robert Cagnazzi 15 Wakefield Road 12700 New Suffolk Avenue Hampton Bays, NY 11946_ Cutchogue, NY 11935 Located at: 12700 New Suffolk Avenue, Cutchogue, NY 11935 Application Number* 22-85047 Certificate#: 22-85047 Electrical License#: 43646WE Section: Block: Lot: Building Permit#: 47673 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Main House- 1 st/2nd Floor/Generator/Pool w/Spa/600 Amp UG Service Equipment A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 27th day of September 2022 Name QTY Paddle Fan - 15 Amp, 120V 4 Heater Control Panel Circuit-20 Amp, 120V 1 Service Disconnect- 600 Amp, 240V 1 Car Charger Circuit- 50 Amp, 220V 2 Dimmer- 15 Amp 120V 44 'Gate Control Circuit-20 Amp, 120V 2 Pool Panel- 60 Amp, 240V 1 Meter- 600 Amp, 240V 1 �7Electrical Inspector: Anthony Giordano OCT 0 9:7n" i :,�APPROZD,o_ f This certificate is not valid unless raised seal is present. Certificate of Compliance ........................................................................................................................................................................................................................ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 . ........................................................................................................................................................................................................................ CERTIFIES THAT Upon the application of Upon premises owned by Esco Electric Robert Cagnazzi 15 Wakefield Road 12700 New Suffolk Avenue Hampton Bays, NY 11946 Cutchogue, NY 11935 Located at: 12700 New Suffolk Avenue, Cutchogue, NY 11935 Application Number#: 22-85047 Certificate#: 22-85047 Electrical License M 43646-ME Section: Block: Lot: Building Permit#: 47673 Name QTY ARC-Fault- 15 Amp, 120V 20 ARC-Fault- 20 Amp, 120V 22 Dishwasher Circuit-20 Amp, 120V 2 Duplex Receptacle- 15 Amp, 120V 80 Ejector Pump-20 Amp, 120V 3 Electric Heater-20 Amp, 120V 4 Exhaust Fan - 15 Amp, 120V 4 Exhaust Hood - 15 Amp, 120V 1 Feet Multi Outlet System - 15 Amp, 120V 30 Floor Receptacle- 15 Amp, 120V 6 GFI Circuit Breaker-20 Amp, 120V 3 Electrical Inspector: Anthony Giordano �APPROVED�o= This certificate is not valid unless raised seal is present. Certificate of Compliance ........................................................................................................................................................................................................................ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ........................................................................................................................................................................................................................ CERTIFIES THAT Upon the application of Upon premises owned by Esco Electric Robert Cagnazzi 15 Wakefield Road 12700 New Suffolk Avenue Hampton Bays, NY 11946 Cutchogue, NY 11935 Located at: 12700 New Suffolk Avenue, Cutchogue, NY 11935 Application Number#: 22-85047 Certificate M 22-85047 Electrical License M 43646-ME Section: Block: Lot: Building Permit#: 47673 Name QTY GFI Circuit Breaker-20 Amp, 220V 6 GFI Receptacle- 15 Amp, 120 V 32 Generator( 60 KW) - 250 Amp, 240V 1 Geothermal Unit Circuit- 20 Amp, 120V 6 Incand. Fixture- 15 Amp, 120V 248 LV Lighting Transformer- 15/2 Amp, 120/12 V 4 LV Pool/Spa Fixture- 12 V 7 Pool Cover Motor-20 Amp, 120V 2 Pool Gas Heater-20 Amp, 120V 2 Pool Receptacle-20 Amp, 240V 5 Pool Switch -20 Amp, 120V 2 Electrical Inspector: Anthony Giordano IS �l'1� `�f APPi20VED This certificate is not valid unless raised seal is present. d t Certificate of Compliance . ........................................................................................................................................................................................................................ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ........................................................................................................................................................................................................................ CERTIFIES THAT Upon the application of Upon premises owned by Esco Electric Robert Cagnazzi 15 Wakefield Road 12700 New Suffolk Avenue Hampton Bays, NY 11946 Cutchogue, NY 11935 Located at: 12700 New Suffolk Avenue, Cutchogue, NY 11935 Application Number#: 22-85047 Certificate#: 22-85047 Electrical License#: 43646-ME Section: Block: Lot: Building Permit#: 47673 Name QTY Power Panel- 100 Amp, 240V, 24 Circuit 1 Septic Pump-20 Amp, 120V 1 Switch - 15 Amp, 120V 18 Thermo Pump-20 Amp, 120V 1 Transfer Switch -600 Amp, 240V 1 Electrical Inspector: Anthony Giordano r This certificate is not valid unless raised seal is present. Telephone(631)765-1802 Town Hall Annex J�d Fax(631)765-9502 54375 Main Road P.O.Box 1179 �p Southold,NY 11971-0959 COUM,fi� � BUILDING DEPAR'T'MENT TOWN OF SOUTHOLID NOV 1 h 2022 CERTIFICATION Date: 7 Building Permit No. Owner• ,,r--1` C A (Please print) Plumber sPoCl SC1-) )(Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of I% Lead. (Plumbers Signature) Sworn to before me this Z day of 20.x 2- rl Notary Public, JOSE L ESCALANTE NOTARY PUBLIC STATE OF NEW YORK REGISTRATION NO.OlES6241144 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES 05J1MI-3 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [/FOUNDATION 1ST AIP ROUGH PL13G. FOUNDATION 2ND INSULATIOWCAULKING FRAMING/STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONS-�RUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REMA,RKS: . m Jim -1],2 if-)::��v I DATE - INSPECTOR pF sopl�o * # TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1802 INSPECTIO-N [ ] OUNDATION 1ST [ ] GH PLBG. [ FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - -Z 5) ILl/ 0 UY �t DATE INSPECTOR _�c�a�� O��OF50Uly0l * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [,/FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O t REMARKS: 91 ryi ` s DATE (fLl '�0 INSPECTOR OFSopTLi 99 (�-3 7C 0 N-OvV SUVr v ,K, # TOWN OF SOUTHOLD BUILDING DEPT. °�ccooKn ' . 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY - [`A FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: o v DATE C INSPECTOR ho�apF SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION -' [ ] FOUNDATION 1ST 6UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL f ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE (C' /O REMARKS: 0 0 vet! o -4i _ a Sof k. aV ee,,Oc- _- DATE 16PINSPECTOR o�aOF SO(/TyO � �! �� ✓ TOWN OF SOUTHOLD BUILDING DEPT.A66 , • �� couMr��'' 631-765-1802 I INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR Of SOGlyolo # TOWN OF SOUTHOLD BUILDING DEPT. `louNr+, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE yi Y INSPECTOR SOF SOUI TOWN OF SOUTHOLD LDIN , DEPT. coorm ' 631-765-1 ✓ C � - INSPE T N [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL I1 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT N n[ ] PRE C/O [ ] RENTAL REMARKS oV vr �� � ,�. �row✓ w� �nM36cv v m-01141A & cxdq(--7:&D4,p6 • � eS rp Pie,( t -tet 1 '01 D T E INSPECTOR oF SOblyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. urm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] Ag:f-- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL R MARKS Qt N4 v�U 4�z L DATE I `�o'?�?/ INSPECTOR DC315 Intumescent Coat 'in' g Description DC315 is a single component,water based inturnescent coating U 2022 tested to meet Building Code requirements for the fire protection of for Spray Polyurethane Foam(SPF). Tested and evaluated in the USA by UL and ICC-ES, and in Canada by ULC and CCMC. DC315 is fully AC456 Compliant and satisfies the International Building Code (IBC), International Residential Code(IRC), National Building Code of Canada(NBCC)and many other National and International building codes. DC315 offers more tested systems to meet interior thermal and ignition barrier requirements AND DC315 has been tested as a component of exterior wall systems in accordance with the NFPA 00315 285 and meets IBC Section 2603.5 with various architectural cladding options. The Choice is clear, DC315 is the most tested and approved fire protective coating for SPF insulation on the market today! 0C31STested Solutions for Spray Polyurethane Foam ^More certified full scale alternative Thermal and Specifications: Ignition Barrier tests over SPF Finish: Roi ^Code Compliance Evaluated by and [ofmn Ice Gray,White and Charcoal Black ICC-ESR 3702for the USA market 18.3Q/|TV0C ^Code Compliance Evaluated by ond �L��.��': - �6Q/iYUCLe�x�o�ur ULC ER39793 for the Canadian market 18 ^NFPA2D5Tested and Listed byUL File R40016 as Volume Solids: Q% component ofexterior wall systems with various Drying Time: To Touch: 1'2 hours architectural claddings at77'F & SQ% RH muoot4 to8hours ^DC315manufacturing facilities are 3rd party Listed and Inspected , Type of Cure: Coni000e000 -Tested useful life,fire performance not compromised Flash Point: None after 50years. Reducer/Cleaner: Water -Topcoat for color,weather and moisture protection, Shelf Life: 18'24months(uoup000d) tested full scale via NFPA28G -ANSI L51testing for incidental food contact paaleag|ng: 6 &SS'yoUuo containers ^Paoeed{A435}'qualifies DC315oualow-emitting Shipping weight: 5'UaUnnpail'S8tbs. moteho|for LEEI��and Green Building standards 55'gaUoodmm 640ibo. ^Passed strict EPA-\k}Cand AllyNDair emission requirements Application: 8muh,mUor. oidonoopmy -No formaldehyde, RoHS . Qy�; Listed' File B1117 ^^Sing|aCuatCoxeragaonvvoUeandoei|ingo ' -Meets Life Safety Code NFPA1O1 - ' - - - - ' - - -- - - -' - - � � ^' CCM��� ������~� ^ NFPK ��������4 -h S *FOR USA ONLY-View our online Testing Matrix for a complete list of all foams DC316 has been tested and approved with as Thermal or Ignition barriers. International Building Code Fire Performance Requirements for SPF:The International Building Code (IBC)mandates that SPF be separated from the interior of the building by a 15-minute thermal barrier,or other approved covering. DC315 passed certified NFPA 286 testing over all major brands and types of open and closed cell spray applied polyurethane foams. This finished assembly testing, conducted by IAS certified testing facilities, complies with the requirements of 2012 (BC Section 803.1.2 and Section 2603.10., 2015 IBC Section 2603.9 and Section 803.1. Alternative Ignition Barrier Assemblies: DC315 meets the requirements for ignition barrier protection in unoccupied spaces as per AC 377,Appendix X. Exterior Wall Systems: DC315 has been tested as a component of exterior wall systems in accordance with the NFPA 285 and meets 2015 IBC Section 2603.5 with various architectural cladding options. National Building Code of Canada: DC315 prevents flashover for 10 minutes for Combustible Construction or 20 minutes for Non-Combustible construction when tested to the CAN/ULC S-145 Standard.This testing has been shown to exceed the protection of CAN/ULC S-124 tested materials and meets the Intent of NBC Section 3.1.5.12 for the protection of foamed plastics. European Union: DC315 has been tested over both medium density and low-density spray polyurethane foam and provides an EN13501- 1 Fire Classification of B-S2-D0. Australia and New Zealand: DC315 has been tested to the AUS ISO-9705 standard over spray polyurethane foam and meets Group 2 Classification. IS05660 (part 1 and 2)tests confirm Group number classification as 1 which allows for the addition of the thermal barrier coating to upgrade the fire rating of the underlying spray foam. END USE APPLICATIONS: DC315 is designed for interior conditioned spaces. It is the responsibility code and inspection authorities, architects, specifiers, contractors, installers or any end user of IFTI products to Contact IFTI to discuss their application to ensure it complies with manufacturers recommendations and meets their intended end use. The use of topcoats, though not required to meet the fire rating, may be included as part of the overall system to address specific conditions required for the project and address use in specified conditions such as, but not limited to, exterior wall systems, cold storage, parking garages or high humidity environments. Testing USA o ASTM E84-Flame Spread 0 Smoke 10 Australia/New Zealand AUS ISO 9705 NFPA 286-Complies with Acceptance Criteria of IBC/IRC AS/663 1530.3 • ASTM E2768-30-minute Ignition Resistant Material 7.1 Group Classification 2, NZBC ® Group 563roup 2-S a NFPA 285-Exterior Wall System with various claddings ISO 5660 Parts 1 and 2 Canada Physical Properties Testing • CAN/ULC S102-FSR 0 SDC 25 ASTM D522 Flexibility, Mandrel Bend • CANIULC S 101—up to 1 hr assembly rating • ASTM D4541 Adhesion pull off strength • CAN/ULC 9705-10-and 20-minute testing ASTM D4585 Moisture resistance for 100 hours • CAN/ULC S-145—20 Minute Rating ASTM D4587/ASTM G154 Accelerated Weather European Union • QUV 1000 hours Euro p ASTM D3369 Tape Adhesion • BS 476 Part 6&7 ASTM D2486 Scrub Resistance • BS EN ISO 11925-2 ASTM E661 Durability, Impact,Concentrated • EN 13823 load • EN 13501 Classification B-S2-d0 /nler•rrnliaeul Fireproof Teclrnoingj,Inc. International FireproofTecinology Inc. Office:949-975-8588 17528 Von Kerman Ave.Irvine,CA 92614 . WebSite:www.painttoprotecLcom `�J The I'IdluG/C in I'!lraagl Sn/lrteala and Fire Prnlerliry cnlu�llgx Email:ptp@painttoproteet.com H,r. 1 t / f WM WATERPROOFING & BUILDING PRODUCTS NOV 1 li 2022 •I Mw0 0 0 A ® -e..0.' I B 0 0 0 G 04� : ,w, l Mar=flex Drain' & D ry Board PRODUCT DESCRIPTION: Apply one of the Mar-flex waterproofing membranes following the Drain&Dry Board with ECOSE Technology is a semi-rigid board current installation instructions. made from Inorganic glass fibers,bonded with a revolutionary new binder chemistry that does not contain phenol,formaldehyde, While the membrane is still tacky,install the Drain&Dry Board over acrylics or artificial colors. the sprayed sections of the wall. The boards should be placed side by side,extending from the top of the footers to finished grade. If PURPOSE: boards are stacked,maintain a factory-equivalent edge at all seams Drain&Dry Board,when Installed from the footing to the sill plate, to ensure proper fit and drainage channel alignment, addresses a major source of energy consumption;the conditioned but un-insulated basement and lower levels of a home. For good adherence,apply uniform pressure to the board throughout the surface area,not just the edges and corners. If Drain&Dry Board acts as a drainage medium to channel ground needed,secure panels to the wall using powder actuated moisture away from the structures foundation and Into the buildings mechanical fasteners.Install top fasteners within the top 4"(102 drain tle system. mm)of each panel. The board also protects the Mar-flex waterproofing membrane, If the board overlaps the membrane once you have reached the especially during backfilling or otter construction activity. grade line,a utility knife or similar tool can be used to cut the boards to the correct height. ADVANTAGES: • Available in thermal values of R-3.1,R-5 and R-10.0 BACKFILLING/DRAINAGE'. • Meets the needs of builders,energy conscious homebuyers Backfilling should begin no sooner than 24 hours after the and/or local building codes installation of the board,but must be backfilled within 15 days. • Combines high R-value,drainage and protection into one product • Good drainage #57 Gravel or equivalent must be no less than 2'high at the base of • Easy to handle the foundation and Vin depth away from the foundation walls. • Easy to install • Can be used in any geographical area Adequate Interior and exterior foundation drainage at the base of the foundation walls or across any floors must be properly Installed LEEDS DATA: and working. Gutters and downspouts must be installed and Drain&Dry with ECOSE technology is considered a GREEN product functioning properly. , and can be used toward LEEDS building credits. Adequate drainage In landscaping beds adjacent to the foundation SPECIFICATIONS: must be installed. • Compressive Strength—ASTM C-165 3/4"-46.8 psf; 13/16'-22.72 psf;23/8'-30.72 psf Final grade must not extend above the waterproofing system and • Drainage Capacity-(K97)ASTM D-4716-87 must slope away from the foundation at a minimum of 1/3"per foot 3/4"-Up to 65 gal/hr/lin.ft.;13/16'-Up to 125 gal/hr/Iln.ft.;23/8' for the first 12'from the structure. Up to 190 gal/hr/lin.ft. • Density—(All 4.0 nominal) CLEAN UP: • 3/4"-4.39 pcf;13/18'-3.8 pcf,23/8'-4.2 pcf Disposal methods must be in compliance with all federal,state and • Flame spread of 25 and smoke developed of 50. local laws and regulations. • Meets ASTM C612 1A&16 • Water Vapor Sorption(ASTM C1304) Less than 5%by weight. PRODUCT HANDLING/STORAGE: • Maintain good housekeeping • Keep board dry PACKAGING: 3/4"x Tx 4'-(18 pcs/bundle);13/18'x 3'x 4'-(12 pa/bundle); 23/1"x Tx 4'- (6 pcs/bundle) WARNING/DANGERS: • Use safety glasses/Dust Mask COVERAGE: • Protect from flame and other high heat sources 3/4"-216 sq.ft./bundle; 13/16'-144 sq.ft./bundle;23/8'-72 sq.ft./bundle PREP/APPLICATION: 'See written warranty for conditions,exclusions and limitations on drainage • :11 °• • WATERPROOFING & s BUILDING PRODUCTS Mar-ilex ®rain & Dry;: Board Product only Warranty: We warrant the product to be of good quality and manufactured to meet published physical properties and quality control standards. Except as specifically provided herein,Mar-flex makes no warranty, express,implied or oral Including but not limited to any warranty or merchantability,fitness for a particular purpose,usage of trade, course of dealing or course of performance in connection with this agreement.In no event shall Mar-flex be liable on any such warranty with respect to the product. Mar-flex shall not be liable for Incidental or consequential damages Including,but not limited to damages of the structure,Its replacement,contents or personal Injury.Some states do not allow limitations on how long an implied warranty lasts or allow the exclusion or limitation of incidental or consequential damages,so the above limitation or exclusion may not apply to you.This warranty gives you specific legal rights,and you may also have other rights,which vary from state to state. HEALTH AND SAFETY I FO A�noN 16 GIVEN IN THE SAFETY R&B SHEET AVAI ABLE FOB,THIS PRODUCT, THE MATERIAL JAFMX DATA SHEET SHQULD BE READ AND UNDERVOOD BEFORE USING THIS PRODUCT, Mar-flex Waterproofing&Building Products 500 Business Pkwy Carlisle,Oh 45005 (800)498-14111 (513)422-7285 1 Fax(513)422-7282 E-mail:info(a)mar-flex.com Web-site: www.mar-flex.com Rev.2018 Order Today!Contact Mar-flex for the dealer nearest you.800 • Certificate of Installation rrSECURITY CO. INC. PO Box 1706 NOV 1 6 2022 = East Quogue, NY 11942 T, Phone: (631) 653-8200 Fax: (631) 653-6497 Residence of ROBERT CAGNAllI 12700 NEW SUFFOLK AVE 3 CUTCHOGUE, NY 11935 Date Issued: 10/22/22 Date Installed:r 11/22/21 Control Panel: DSC Model Number: NEO Classification: Burglary: � Fire: `a Panic: CO Detector: '0 Low Tem Additional: LEAK DEFENSE&SPRINKLER FLOW WATER p:= SENSOR Type of Alarm: Local:'❑ Central Station (Telephone Monitoring).Lj Phone #: (516) 938-9077 Central Station (Radio or Cellular Monitoring): �x a39ILDING FEC4Ef!iCY BER Testing Sheet ,I�E"sO.0 E2CES Rater: Lona Island HERS Plan name:_Cagnazzi Builder: Hobbs Inc. Address: 12700 New Suffolk Ave Community: City, State: Cutchogue, NY Lot: 116/6/14 Block: Orientation N SFBE: _ Total Heated Space: 8,432 Volume: 107,370 Blower Door Test Envelope Leakage Ratio Goal(.5 x SFBE): 0 Pa. —Fa n NOTES: Date Outside in Pressyre Fan_Fjow ^_ELR__. PASS/FAIL 9/22/22 -2 Oen 50 5198 PASS 2.91 ACH Duct Blaster Test Air Handier Location: Attic Floor Served: 2nd Area Served: 4,432 Outside Air Intake:❑ (Semi)Conditioned Space:'-[@ 1L Total or Fan Pass or NOTES: Date —Qutside L —Pressure Leakaee Fail NOV 16 2022 9/22/22 A 25 8 7 PASS A' Duct Blaster Test Air Handler Location: Basement Floor Served: 1st Area Served: 2,000 Outside Air Intake:❑ (Semi)Conditioned Space:M Total or —Fa n Pass or NOTES: Date Otsi e i re ur F F ow ea a .—Fail 9/22/22 A 25 7 5% PASS Duct Blaster Test Air Handier Location: Basement Floor Served: 1st Area Served: 2,000 Outside Air Intake:❑ (Semi)Conditioned Space:IN Total or Fan Pass or NOTES: --Date — Outside "n Pressure Fa FI °°Leakage it 9/22/22 A 25 6 5 PASS Certified: Date 1,iz2 z Signaturesr ,�`� (Printed Name) r BER Testing Sheet EFFFICIEKCY SEP 7 ? 2022 ESOmR,c'Es Rater: --S Plan name: Builder: �g`� �� Address: ( �- Community: City, State: C Y Lot: Block: Orientation: SFBE: Total Heated Space: Q0 Volume: Blower Door Test Envelope Leakage Ratio Goal(.5 x SFBE): C Pa. Fan NOTES: D --Outside Ring Pressure Fan Flow ,ELR PSS/ S/ . e-, _ 0 Duct Blaster Test Air Handier Location: Floor Served: Area Served: 4LA 2-- Outside Air Intake:❑ (Semi)Conditioned Space: LIQ' - Total or Fan Pass or NOTES: ° ee Fail 22 jS2v A" Z Duct Blaster Test Air Handler Location: ac4��ly�� Ui� Floor Served: Area Served: G 6 Outside Air Intake:❑ (Semi)Conditioned Space:❑ Total or Fan Pass or NOTES: e Duct Blaster Test Air Handier Location: Yj Floor Served: I r`— Area Served: Outside Air Intake:❑ (Semi)Conditioned Space:❑ Total or Fan Pass or NOTES: Date Qutside ssure Fan Flow ° eFai solutions Spray Foam Insulation and Coatings 2415 Main st/P.O.Box 548,Bridgehampton,NY,11932-0548 p.877.572.7711 L 631.726.0312 12700 New Suffolk Ave,Cutchogue,NY, 11941 Work Area: Roof DC315 Intumescent Coating Supplied and installed...........$ 4,775.00 Work Area: Basement Ceiling DC315 Intumescent coating supplied and installed............... $ 2,750.00 TotalPrice............................................................. 09/20/21 Valid for 30 Days All jobs require a minimum of a 50% (Fifty Percent) deposit.Greenlife Solutions may require a progress payment if changes occur during the process of the job. Final payment must be made at the completion of the job. Greenlife Solutions will provide the necessary manpower and materials to complete all projects in a timely manner.Greenlife Solutions will not be held liable for any damages created by other contractors or vendors once the project is completed.Any changes or alterations must be IN WRITTEN FORM FROM THE HOMEOWNER OR PROJECT MANAGER and may be of an additional cost. By signing this agreement you agree to the terms written above. NOV 1 2022 r Lu•. r .,` 1 Customer Date Greenlife Solutions Date A �• A Vr Spray Foam Insulation and LED Lighting 126 Narrow Lane,Bridgehampton,NY,11932-0548 p.877.572.7711 f.631.726.0312 12700 New Suffolk Ave, Cutchogue,NY, 11935 Work Area:Roof R44 Open Cell Foam applied to roof joists and coated with DC315 Work Area:Exterior Walls �. Full fill open cell foam covered by 5/8ths Gypsum wallboard Work Area:Interior Walls (Beds and Baths) 3.5" Rock wool Batt................................................. Work Area:First FI Ceiling 6" Rock wool Batt................................................. Work Area: Basement Ext Walls 2" Closed Cell foam..................................................... N/A Work Area:Basement Ceiling R30 Open cell foam applied at basement ceiling coated with DC 315 This application meets and exceeds the code for 2018 Nich as a by HERS Rater 6168385 ;, NOV 16 2022 � � nj U AR GLASS BOJAR Spolka" z o.o. Buczki;01.08.2022 Buczki 27 99-300 Elk Tel. (+48 87)610 91 17, Regon 790277474, NIP 848-13-92-695 MANUFACTURER'S DECLARATION This Letter Certifies that All Glazing for Steel Windows and Doors on Project listed below is Tempered Glass. In Lieu of Stamps on all Insulated Units, this letter verifies Tempered Glass in all Steel Windows & Doors. Steel windows at the Butler's Pantry/Wine Room Job Name: CAGNAllI RESIDENCE 12700 NEW SUFFOLK AVENUE, CUTCHOGUE, NEW YORK, 11935 Architect: Austin Patterson Disston Architects. 376 Pequot Avenue, PO Box 61, Southport, CT 06890 Window&. Door Manufacturer: Volcano Steel Windows Ul. Szczecinska 37 75-122 Koszalin, Poland All The Details "BOAR" Sp61ka z 0: 0 1901 Post Road 3UCZKI 27,19-300 ---'11; Fairfield, CT 06824 tel/fax 37 610 91 17 REGON 790277,1101P849-1� signature NOV 16 2022 i ® Huntington 1647 E.Jericho Tpko„Huntington,N.Y. 11743 631.499.6200 Fax 631-499-0228 Wc1ford 643 Long IslandAVonuo;Medford,N.Y. 11763 631-75B-4800 Fax 631-758-4941 I Quogu® CounhyRoad 104,E.Quogua,N,Y, 11942 631'-653=6600 Fax 631.653.6687 BUILDING MATERIALS ** INVOICE ** Invoice #: 3409957-00 d d 75378620 11/19/21 1 j s SOLD TO SHP'TO/JOB,NAME HOBBS,INCORPORATED 12700 NEW SUFFOLK AVE 27 GROVE STREET B/T BAY RD & MEADOW LA $ NEW CANAAN, CT 06840 WATER SIDE j CUTCHOGUE, NY 11935 Order Date Ship Date P.O. Number Warehouse Ship VIA 3 10/27/21 11/19/21 MULTI-LITE QUOGUE BRANCH OUR TRUCK j 3 1 pI F 1 . 3-PANEL MULT--L'ITE DOOR 10 1 EA 14200.00 14200.00 OP-STAT-OP END SLIDER CLEAR GLASS i Note i ---- ------------------------------------------------------- DOOR #202A: INTERIOR 3-PNL MULTI-LITE DUNT BY FO RICK: y Note _ I (1) -3/4" 113"-1/2"W x 92-5/811H 24-LITE (6144H) PA.NEL N O V 1 U 2122 j Note ----------------------------------------- -------- ---------- t (2) -3/4" 59-25/32"W x 92-5/811H 12-LITE (3W4H) PANELS 1 Note-------------------------------------------------------- PAIN' GRADE POPLAR PANELS w/STAVE CORE STILES & RNILS k Note -----_------------------------------------------------------- t L/4" CLEAR SINGLE PANE' SAFETY GLASS. Note ------------------------------------------------------------ # i 7/8" DL MUNTINS Note ---- ------------------------------------------- ---------- I 4 DOORS ONLY - FULL&SQUARE Conti ued Cash Discount 710.00 If Pa d By 12/10/21 l E f TERMS&CONDITIONS:NET 30 DAYS.LATE PAYMENT CHARGE OF 11h%PER.MONTH ON PAST DUE ACCOUNT.ALL CLAIMS MUST BE MADE WITHIN 5.DAYS.RETURNS SUBJECT TO 15% HANDLING CHARGE.NO RECOURSE ON w00D PRODUCTS.WHERE DELIVERIES ARE REQUESTED TO BE MADE OFF THE ROAD,-REQUESTOR IS REPONSIBLE FOR ANY PROPERTY DAMAGE. `s I i Huntington 1647 E.Jericho Tpke.,Huntington,N.Y. 11743 631-499-6200 Fax 631-499-0228 Medfoid 643 Long Island Avenue,Medford,N.Y. 11763 631-758-4800 Fax 631-758.4941 1 Rma Quogue CounlryRoad 104,E.Quoguo,N.Y. 11942 631-653.6600 Fax 631.653.6687 I BUILDING MATERIALS ** INVOICE ** Invoice #: 3409957-00 � - r d• t e ai rr 5378620 11/19/21 2 I SOLD TO SHIP TO/JOB NAME HOBBS,INCORPORATED 12700 NEW SUFFOLK AVE 27 GROVE STREET B/T BAY RD & MEADOW LA i NEW CANAAN, CT 06840 WATER SIDE } CUTCHOGUE, NY 11935 Order Date Ship Date P.O. Number Warehouse Ship-VIA 10/27/21 11/19/21 MULTI-LITE QUOGUE BRANCH OUR TRUCK 1 i { Product/Description Oty OrderedA 6 • • Net Extensioni -Qty Shipped 4 Note f ---- ------------------------------------------------------- i PRIM D w/WHITE ACRYLIC PRIMER s Note _ _ N NOTE DUE TO OVERSIZE OF DOORS, DOORS ARE NOT WABRANTIED. E Note ----- ------------------------------------------------------- DOORS BUILT w/ENGINEERED STILES & RAILS TO REDUCE Note ' ---- -------------------------------------- ----------- LIKELIHOOD OF WARP, TWISTING & BOWING. 2 FC 1 0 1 EACH 0.00 0.00 I i DELIVERY CHARGE 3 SP 1 0 1 EA 0.00 0.00 **ABOVE SPECIAL ORDER** *NO RETURNS OR REF DS* j **SIGNATURE/DEPOSIT REQUIRED BEFORE ORDER NG** . j ( X X SPECIAL ORDER PRODUCT ABSOLUTELY NO RETUR S { I 3 Lines Total Qty Shipped TotEl 3 Total 14200.00 Taxes 1224.75 I voice Total 15424.75 i 1 Last Page Cash Discount 710.00 If Paid By 12/10/ 1 3 TERMS&,CONDITIONS:NET 30 DAYS,LATE PAYMENT CHARGE OF 1'/2%PER MONTH ON PAST DUE ACCOUNT.ALL CLAIMS MUST BE MADE WITHIN 5 DAYS.RETURNS SUBJECT TO 15% HANDLING CHARGE.NO RECOURSE ON WOOD PRODUCTS.WHERE DELIVERIES ARE REQUESTED TO BE MADE OFF THE ROAD,REQUESTOR IS REPONSIBLE FOR ANY PROPERTY DAMAGE. i REVISIONS REV DESCRIPDON DATE I APPROVED D REVISED TO ADD INSTALLATION DETAILS 1 03/04/2021 R.L. NOTES: 15. FOR ANCHORING INTO CONCRETE/MASONRY USE 1/4" ELCO CRETE—FLEX TAPCON WITH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL 17. ALL FASTENERS TO BE CORROSION RESISTANT. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 18, INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. A. WOOD- MINIMUM SPECIFIC GRAVITY OF G=0.42 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY S. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D. METAL STRUCTURE: STEEL 16GA (.058") FY=33KSI/FU=52KSI OR MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ALUMINUM 6063—T5 FU=30KS1 .125" THICK MINIMUM 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED 19. APPROVED CONFIGURATIONS: XX, X. COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11.FRAME MATERIAL: EXTRUDED RIGID PVC. 12.UNITS MUST BE GLAZED PER ASTM E1300, SEE SHEET 6 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED.03/25/2021 - ERJE90WIg DOWN & DOORS `51►�►1iL1o/��/// ALVERTON, NY 11933 v•��GEN�pF9s+��` NOV6 ryn �j TABLE OF CONTENTS D WOOD FRENCH DOOR0,,61251 u t) 2026 ! IN—SWING �`SHEET N0. DESCRIPTION NOTESg , OF 1 NOTES DWG NO. REvi�O�S':lORIO �2 — 5 ELEVATIONS V.L 08— 89 D �� O �6 — 8 8.0_M., CROSS SECTIONS & GLAZING DETAIL 09/16/14 1 OF 22 9 — 21 INSTALLATION DETAILS LROBER70LOMASP'E' Luis R. Lomas P.E. 22 COMPONENTS OO1g�D NC 27M FL Na.: 62514 82 5/16" FRAME WIDTH ReAS1ONS ANCHORS Rei DESCRIPNON DATE araRMED THROUGH D REVISED TO ADD INSTALLATION DETAILS 1 03/04/2021 R.L. 6" MAX 17 1/2" A STRIKE PLATE 6" MAX MAX O.C. 7 12 6" MAX 5 3/8" MAX HARDWARESCHEDULE A (4)BUTT HINGE BYUNLACQ B. LOCK 14 1/2" C. ( SURF�TBOLTS BYRWD.RATE MAX O-C. WEEP HOLES: (7)1/4'WEEP HOLES LOCATED 12'M4XO.C. / \ I USING ASHLAND PROWEEP 60606 NOTES. 1. FRAME HEAD TO JAMS CORNERS WERE COPED,BUTTED AND JOINED TOGETHER WITH#IOX4 Y4'WOOD SCREWS AND SEALED WITH BINDAN D4. 7 2. SILL TOJAMBCORNERSARECOPED,BUTTEDANDJOINEDWITH MRXI 9116*MACHINE SCREWS THROUGH SILL INTO JAMSS 96 1/2- I THREADED INSERTS AND SEALED WITHSG20SOJCONNE HEIGHT I \ / \ / I 3. RAILSAND STILES ARE COPED,BUTTED AND JOINED WITH \ / \ / 7 DOWELS,GLUED AND SEALED WITH B/NDAN D4. HINGE 14 9. HINGES ARE LOCATED 6'FROM EACH END AND 28 1/4'MAX O.C. THERAFTER. \ / 5. PANEL SIZE 401/8'X943/16' 6. DLO SIZE:33&4'X88 21,3r 7. APPROVED CONFIGURATIONS:JOS X I � � cHARruf 28 1/4" \ n 13 Dasign pr--capaolty chart(psry MAX = Panel PanelIJUM(In) O.C. Hei9lu 21AD mm 30004&f3 Z POs Neg Pos Ing Pas NV Pas I Neg 71.00 75.0 1 75.0 1 75.0 75.0 75.0 75.0 75.0 75.0 61.00 75.0 75A 75.0 75.0 75.0 75.0 75.0 75.0 81.E 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 87.00 75.0 75.0 75.0 75.0 75.0 75.0 72D 720 6" MAX 6 1/4" MAX 9000 75.0 75.0 175.0 75.0 74.6 74.6 68.9 6&9 _ 83.00 75.0 75.0 75.0 75.0 71.6 71.6 66.1 66.1 84.19 75.0 75.0 75.0 75.0 70.5 70.5 65.0 ANCHORS 85.0 ,Q 7 THROUGH SIGNED.03/2512021 STRIKE PLATE RWD WOOD FRENCH INSWING DOUBLE DOOR REILL90W1B DOWN BLVD.& DOORS ``\�J`ra �Lo�zz EXTERIOR VIEW CALVERTON, NY 11933 .ZSr;,.�6EIV*'j11z WTTIi51NGLEPOINTHOPPELOCIONG S15TEM RWD WOOD FRENCH DOOR *• 0 51 DESIGN PRESSURE RATING IMPACTRATING IN-SWING .a LARGEANDSMALL DOUBLE DOOR ELEVATION �O�•• TAT OF- ttr` 65.0PSF MISSILE IMPACT DRAWN: Owc No. RF Y.L. 08-02489 D Z�i�`riPj-010�G```� MISSILE LEVEL D,WIND ZONE4,AND HVHZ SCAB DATE //i� A�`��\\\ 401/8'X943(16'PANELSSHOWN,OTHERSRESAREAPPROVED NTS 09/16/14 2 OF 22 AS LONG AS INDIVIDUAL PANEL AREA DOES NOT EXCEED 26.4 FT2 L ROBERTO LOMAS RE Luis R. Lomas P.E. SEE CHART 81 FOR SMALLER UNITS RATINGS. 1432WOODFORD RO LEWISVOLE AIC 27023 434-W8-06M reo�pacam FL No.: 62514 82 5/16" FRAME WIDTH REVISIONS ANCHORS REV DESCRIPTION DATE APPROVED THROUGH D REVISED TO ADD INSTALLATION DETAILS 03/04/2021 R.L. O.C.MAX O.0 6" MAX 17 1 C+ STRIKE PLATE 6" MAX � 8 12 6" MAX Eoac Pomr 5 3/8" MAX HARDWARE SCHEDULE A (4)BUTT HINGEE13YUNIACQ 14 1/2" IEL IUJLTI POINT LOCK BYHOPPE MAX O.C. WEEP HOLES: / (7)1/4'WEEP HOLES LOCATED 12'MAX O.C. / / \ USING ASHLAND PROWEEP 60606 NOTES. 1. FRAME HEAD TO JAMB CORNERS WERE COPED,BUTTED AND JOINED TOGETHER WITH 610X43/4'WOOD SCREWS AND SEALED WITH BINDAN D4. 8 I \ \ S 2 SILL TOJAMB CORNERS ARE COPED,BUTTED AND JOINED WITH 96 1/2" M6X1-9/16'MACHINE SCREWS THROUGH SILL INTO JAMBS FRAME ( \ /I \ / THREADED INSERTS A R COPED BUTTE AND JOINED W HEIGHT / 3. RAILS AND STILES ARECOPED,811T7EDANDJO/NEDWITH X3. DOWELS,GLUED AND SEALED WITH 8/NDAN D4 HINGES ARE . 14 4. HNGES AAE LOCATED 6'FAOM EACH END AND 28 i/4'MAX O.C. THERAFTER. 5. PANEL SIZE:401/6'X94 3/16' oacPONT / 6. DLO SIZE:333/4 X8821/J2 7. APPROVED CONFIGURATIONS:XX X 13 CHART62 28 1/4" MAX Down pm--capacity cllalt&QO.C. W Panel Pane]MAdOI(m) / 2 Height 2400 30.00 36.00 40.13 w' // I in -p-.n TNcg P. V.9 Pos I my P- mw _ \ \ 78.00 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 / 61.00 75.0 75.0 75.0 75.0 75A 75.0 75.0 75.0 8400 75.0 T5.0 75.0 75.0 75.0 75.0 75.0 75.0 6" MAX 6 1/4" MAX 87.00 75.0 75.0 75.0 75.0 75.0 75.0 72-D 720 90.00 750 75.0 T5.0 75.0 74.8 74.6 66.9 68.9 93.00 75.0 75.0 75.0 75.0 71.6 71.6 68.1 66.1 9A19 75.0 75.D 1 75.0 75.0 7D.5 70.5 65.0 65.0 C g SIGNED_03/25/2021 RWDtA%OODFREN HEXTERIoRVWNGDOUBLE DOOR REfLL90WIBDOWN B DOORS `,N It Lo, WITHMUL77P0/NTBYHOPPE CALVERTON, NY 11933 RWD WOOD FRENCH DOOR �*��• LL••��0,,651 DESIGN PRESSURE RATING IMPACTR47ING IN-SWING DOUBLE DOOR ELEVATION ��D• TAT OF LARGE AND SMALL i0 .A. 44� 365OPSF MISSILE IMPACT VA DwcNo. 08-02489 D �/�ss/CORio � \� N N MISSILE LEVEL D,WIND ZONE 4,AND HVHZ scuE Dere SF¢ET iZil1111111110 j jA 1 � � 401/6'X943/16-PANELS SHOWN,OTHER SIZES ARE APPROVED NTS 09/16 14 3 OF 22 AS LONG AS INDIVIDUAL PANEL AREA DOES NOT EXCEED 26.4 FT= L ROBERTO LOMAS P.E. Luis R. Lomas P.E. SEECHART 62 FOR SMALLER UNITS RATINGS. 1432WOODFORD RD LEW?SV9IE.NC 270M 434488-060gamas@Mmaspamm FL. No.: 62514 42 3/16" FRAME WIDTH REVISIONS 1 2 REV DL5CRIPTION DATE APPROVED D REVISED TO ADD INSTALLATION DETAILS I 03/04/2021 R.L. ANCHORS 6" MAX MAX 1 O C 7 THROUGH STRIKE PLATE 6 MAX - - - � 5 3/8" MAX HARDWARESCHEDULE A (4)BUTT HINGE BYUNLACQ B. SINGLEPONT LOCK BYACCURATE / i I 14 1/2" C. (4)SURFACE BOLTSBYRWD. Max O.C. 13 WEEP HOLES: (77 114'WEEP HOLES LOCATED 12'MAX O.C. USING ASHLAND PROWEEP 60606 14 NOTES: 1. FRAME HEAD TO JAMB CORNERS WERE COPED,BUTTED AND JOINED TOGETHER WITH 810X4-N4'WOOD SCREWS AND SEALED E E WITH BINDAN D4. 2. SILL TO JAMB CORNERS ARE COPED,BUTTED AND JOINED WITH 7 I - - I *7r MOKI-2flWMACHINE SCREWS THROUGH SILL INTO JAMES 96 1/2" THREADED WSERTSAND SEALED W?HSG20SILICONE FRAME 3. RAILS AND STILES ARE COPED,BUTTED AND JOINED WITH HEIGHT .3947[3.150'DOWELS,GLUED AND SEALED WITH BINDAN D4. i / I 4. HINGES ARELOCATED 6FROM EACH ENDAND 281/4'MAX 0 C THERAFTER. 5. PANEL SIZE 4011W X 94 3/16' 6. DLO SIZE:33314'X 88 21/32' Z APPROVED CONFIGURATIONS.XXX FQ I I CHART 93 28 1/4" I / A I [81.0075.0 Frame width Cin) MAX = 2200 30.00 3620 .4fta O.C. = as Neg Pas Meg Pos Meg Pas Nag I .0 75A 75A 75.0 75.0 75.0 1&0 75A5.0 75A 75A 75.0 75.0 75.0 75.0 75.0 5.0 750 75.0 75.0 75.0 75.0 720 729 n50 75.0 75A 75.0 75.0 75.0 70.4 70.4 u5.0 75.0 75.0 75A 75.0 75.0 68.0 68.0 6" MAX 6 1/'1" MAX 5.0 75.0 75.0 752 73A 73A 65.8 6K85A 75.0 750 75.D 72.4 724 65.0 65.0 A ANCHORS THROUGH SIGNED.03/25/2021 7 STRIKE PLATE 1�llfllf// RWD WOOD FRENCH IN--SWING SINGLE DOOR REILL901 B DOWN BLVD.DORS ``J`S RE L o�qi EXTERIOR VIEW CALVERTON, NY 11933 v,•��G MSF tp WITH SINGLE POINT'HOPPE LOCKING SYSTEM RWD WOOD FRENCH DOOR =*M- TAT 5 DESIGN PRESSURER47ING IMPACTR417NG IN-SWING wSINGLE DOOR ELEVATIONLARGE AND SMALL i0••A. •j. f65.0PSF MISSILE IMPACT ORAV.S: Dwc ND. 08-02489 Rp ��i�FSs;I0mo.%,�•G��'`� MISSILE LEVEL D,WIND ZONE A AND HVHZ scaLE � � ��I 111111110\ A 15 E�-,\ 40118'X94306'PANELS SHOWI�OTHER S12ES ARE APPROVED NTS 09/16/14 4 OF 22 AS LONG AS INDIVIDUAL PANEL AREA DOES NOTEXCEED 26.4 F72 L.ROaER7O LOMAS RE SEE CHART93FOR SMALLER UNMSRATINGS- 14MWOODFORDRDLSWSVaLF-NC270M LtLFL No.:o62514E 434888-06M oum 42 3/16" MAX FRAME WIDTH RE%4SIONs REV DESCRIPDON DATE I APPROVED 0 REVISED TO ADD INSTALLATION DETAILS 03/04/2021 R.L. 6" MAX 17 1/2" C 12 ANCHORS THROUGH MAX O.C. 8 STRIKE PLATE 6" MAX 6" MAX HARDWARESCHEDULE II (4)BUTiH(NGEBYUNLACQ 1B. MILTIP01NTLOCKBYHOPPE 14 1/2" MAX O.C. WEEP HOLES: 13 (7)1/4'WEEP HOLES LOCATED 12-MAX O.C. USING ASHLAND PROWEEP 60606 i 14 NOTES: 1. FRAME HEAD TO JAMB CORNERS WERE COPED,BUTTED AND JOINED TOGETHER W17H#IOX4-3/4'WOOD SCREWS AND SEALED WITH BINDAN D4. F _ F Z SILL TO JAMB CORNERS ARE COPED,BUTTED AND JOINED WITH I 8 MSXI-9{f6'MACHINE SCREWS THROUGH SILL INTOJAA48S 96 1/2-1w 7HREADED INSERTS ANDSEALED WITHSG20 SILICONE MAX 3. RAILSANDSTILES ARE COPED,BUTTED AND"NEDINTER FRAME 3949X3.ISO'DOWELS,GLUED AND SEALED WITH BINDAN D4. HEIGHT / 4. HINGES ARE LOCA TED 6'MOM EACH END AND 28f/4'MAX 0.C. THERAFTER. 5. PANEL SEE:401/8'X 94 3116' 6. DLOSLM,33314'X8821/J2' 7. APPROVED CONFIGURATIONS:X1(X 4 I CHART 84 Q 28 1/4" Franeigh! 1}wiewidth(in) I Ne2L00 30.00 36" 40.13 = MAX / C�nl Pas Neg Pas Neg Pas Neg POS Neg O.C. 78.00 75A 75.0 T5.0 75A 75A 75A 75.0 75A / 81.00 75.0 75A 75A 75.0 75.0 750 75.0 75.0 i I 8400 75A 75A 75.0 75.0 75.0 75.0 729 729 1 87.00 75.0 75.0 75.0 75.0 75.0 75.0 70A 70.4 9800 75.0 75.D 75.0 75.0 75.0 75.0 68.0 68.0 6" MAX -41 j46" MAX 9200 75A 75A 75.0 75A 73.4 73A 65A ass 94.19 75.0 75A 75.0 75.0 724 724 65A 85.0 C SIGNED:03/25!2021 8 RWD WOOD FRENCH IN-SWING SINGLE DOOR REILL 901 B DOWN MAN L D OORS ``� ro R IL/O(/z EXTERIOR VIEW CALVERTON, NY 11933 ��V•vNSFgip WnHMULnPomrrerrroPP> RWD WOOD FRENCH DOOR `*• 0„61251 *� DESIGN PRESSURERA77NG IMPACTRAT7NG IN-SWING �` a SINGLE DOOR ELEVATION ��D• TAT OF LARGEANDSMALL i0�.•�. P • 365OPSF MISSILE IMPACT owc NO. 08-02489 D /�`. ..... MISSILELEVELD,WINDZONE4,ANDHVHZ scxe DATE r+rfr // OjNAjtl���`` 401/8'X943116'PANELSSHOWAtOTHERSIZFSAREAPPROVED NTS 09 16/14 5 OF 22 AS LONG AS INDIVIDUAL PANEL AREA DOES NOT EXCEED 26.4 F72 L ROBERTO LOMAS PE. Luis R. Lomas P.E. SEECHART P4 FOR SMALLER UNR"S RA7INGS. 1432 WOODFORD RD LEWISVOLE NC 27023 �y d7om aTS scam FL No.: 62514 AF BOL OFMAT6aALS REVISIONS ITEMNCUl PARTNUMBER DESCRIP110N MANUFACRIRER MATERIAL 1 J5A FRAME RIND MAHOGANY REV DESCRIPTION Dn1E APPROVED 2 SLSA SILL FRAME RWD MAHOGANY D REVISED TO ADD INSTALLATION DETAILS 1 03/04/2021 R.L. 3 A325 STILE RWD MAHOGANY 4 A325A STILE RWD MAHOGANY 5 A2.37 PANEL FRAME RWD MAHOGANY 6 GSA GLASS STOP RWD MAHOGANY 7 AS1.7 ASTRAGAL INTERIOR RWD MAHOGANY 8 tAS13A ASTRAGAL EXTERIOR RWD MAHOGANY 9 SN1.7 SILLNOSING RWD MAHOGANY 10 CA3 CASING RAD MAHOGANY 11 NEWALUMEXT ALUMWUMEXTRUSION NOVA ALUMWUM6083-TS 17 1/2" fi" MAX 6" MAX 6" MAX 6" MAX 12 CMAB i ANGLE MOUNTING BRACKET RIND ALUM4NUM6083 T5 MAX O.C. 13 CMV-1 MOUNTING BRACKET RWD ALUMWUM6063-T5 14 125PBA-4.5X4.5 HINGE MERIT BRASS 15 121SBU53A SURFACEBOLT RAD STAINLESS STEEL 6" MAX 6" MAX 16 RF47302SSU-FD STRIKER LATCH&DEADBOLT ACCURATE LOCK STAINLESS STEEL T_ 17 18773331 HANDLE HOPPE STAINLESS STEEL 16 90065A199 08X1'FH SHEET METAL SCREW MCMASTER CARR 16.8 SS 19 SM94AI99 X3/4"FH SHEET METAL SCREW MCMAISTER CARR 16.8 SS 20 60608 PROWEEP ASHLAND ALUMWUM6083-T5 21 WS24-B SILICONE WEATHERSTRIP RCT SILICONE 22 BO-DURO-B WEATHER SEAL MD-EXINC 60 DUROMETFR 23 6ti6•WH-1875 GLAZING TAPE IAM/16' LAMATEK FOAM 24 6116-WH-375 GLAZING TAPE I/16')MW LAMATEK FOAM 25 995 STRUCTURAL CAULK DOWCORNiNG SILICONE. 28 9240BA201 08X1-1/4.OH SCREW RWD BRASS 27 8778847 MULTFPONTLOCK HOPPE STAINLESS STEEL 28 PART SILL EXTRUSION BRAZE 29 PART D SILL EXTRUSION BRONZE -I- 30 EX-2 THRESHOLD BRASS MIRD T I 31 SB ISUPPORTBLOCK MAHOGANY 32 SL3.5 DOORSILL RWD MAHOGANY 28 1/4" 28 1/4- 33 SN1.5 ISILLNOSE RWDNWHOGANY MAX MAX O.C. O.C. I t- 6" MAX 6" MAX }" SINGLE DOOR ANCHORING LAYOUT DOUBLE DOOR ANCHORING LAYOUT 1/8" ANN. 1/8" ANN. FRAME INSTALLATION FRAME WSTALLATION .060" SAFLEX BY EASTMAN .060" SAFLEX BY EASTMAN 1/8" ANN. 1/8" ANN. EXTERIOR INTERIOR SIGNED.,03/25/2021 STRUCTURAL SEALANT BRONZE SPACER(CU—D)24 REALLY WINDOWS & DOORS901 BURM DOW CORNING 995 STRUCTURAL SEALANT CALVERTON,AMYH11933 rJ`S�GEN�p'�9Si�� 1/2" BITE DOW CORNING 995 RWD WOOD FRENCH DOOR M- TAf 23 FINISH NAIL IN—SWING �12" MAX O.C. B.O.M. AND GLAZING DETAIL X93OF •tv` SETTING BLOCK DRAY/N: TWO N0. REV 0'�•''c[OR104:• GLAZING DETAIL V.L. 08-02489 D ''�.1 • • w-'Lc NTS DATE 09/16/14 —6 OF 22 ',/�//O�AiI�\\\` L ROSER10 LOMAS P.E. Luis R. Lomas P.E. 14M WOODFORD RD LEWMIlUE NO 27024 FL No.: 62514 434-688-06M riomes@Momwperom FOR ILLUSTRATION PURPOSES ONLY M'SI°NS REV DE'SCRIPfIDN DALE APPROVED FOR INSTALLATION DETAILS REFER TO SHEETS 9- 11 D REVISED TO ADD INSTALLATION DETAILS 03/04/2021 R.L 10 15 21 7 22 15 3 1 14 21 6 4 6 5 21 14 1 5 21 ® ® INTERIOR 0 0 0 0 0 0 6 t o EXTERIOR 10 �p� 14 17 16 8 17 15 26 5 B HORIZONTAL SECTION 15 21 1 1 14 21 6 4 INTERIOR o INTERIOR EXTERIOR EXTERIOR 15 zs 0 0 0 INTERIOR 15 26 t 0 EXTERIOR 10 10 5 L1 5 17 16 14 28 -� �HORIZONTAL SECTION 21 7 SIGNED.03/25/2021 30 31 30 REILLsoWIeuDMWrsi & DOORS R I�L0�,,/'.. 21 CALVERTON, NY 11933 ���A••��GEM,p�;9�i= 5 32 29 RWD WOOD FRENCH DOOR *4T4Ai4r07".-jt 51 20 2 33 IN—SWING SINGLE POINT LOCK CROSS SECTIONS �D � 9 11 19 DRAVM: DWG NO. REV F (pR10Q: V. 08-02489 5D ���`\ A SCALE VERTICAL SECTION NTS DnLe 09/16/14 7 OF 22 VERTJCAL SECTION 7 WITH BRONZE SILL 4 ROBERTO LOADS P.E. Luis R. Lomas P.E. 7 WITH WOOD SILL 1432 WOODFORD RD LEWISVILLE NC 27023 434�688-060s dbnMS&d0Mwpemm FL No.. 62514 REVISIONS FOR ILLUSTRATION PURPOSES ONLY REu DEscR RnDN DATE APPROVED FOR INSTALLATION DETAILS REFER TO SHEETS 9- 11 D REVISED TO ADD INSTALLATION DETAILS 03/04/2021 R.L. to 1 14 21 6 27 4 7 3 27 6 5 21 14 1 5 1 0 INTERIOR 21 6 0 14 1 o EXTERIOR 10 Q-, 5 17 21 8 22 17 8 HORIZONTAL SECTION INTERIOR 1 14 21 6 27 4 1 0 EXTERIOR INTERIOR EXTERIOR INTERIOR ° 5 \oma 28 1° EXTERIOR 10 30 21 L� 30 31 32 29 5 8 HORIZONTAL SECTION 17 21 SIGNED:03/25/2021 33 ;!- \1111111/// 5 21 REILL 90W1g DOWN & DOORS \BLVD. `\`J`y R.•L 0 ,4��� CALVERTON, NY 11933 v,•�\GENS�.gi1'''� 20 2 e VERTICAL SECTION RWD WOOD FRENCH DOOR _*•4TAi� KOy�51 std9 19 11 LO SWING , WITHBRONZESILL MULTI POINT LOCK CROSS SECTIONS OF DRAWN: Owc No. REv �O'�F•'c[OR1�Q sVL cn1E ont> 08-02489 D �i, S0A11��G`�� NTS 09/16/14 1 SHEE8 OF 22 e VERT/CA!SECTION L.ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVBJF-NC27023 Luis R. Lomas P.E. W1 8 iHwOODS/LL 434-M-0609 Womms@mona3spe•com FL No.: 62514 REVISIONS #10 WOOD SCREW 1 1/4" MIN. REV DESCRPnON DATE I APPROVED EMBEDMENTrEIEDI D REVISED TO ADD INSTALLATION DETAILS 03/04/2021 R.L. 1/2- MIN MIN. EDGE DISTANCE ENT 1/2" MIN. 1/4- MAX EDGE DISTANCE SHIM SPACE WOOD FRAMING 1/4" MAX. 17 OR 2X BUCK SHIM SPACE #10 WOOD BY OTHERS SCREW 26 #10 W000 SCREW i 12 INTERIOR 26 THROUGH STRIKE J PLATE 1 3/8" MIN EMBEDMENT WOOD FRAMING EXTERIOR INTERIOR OR 2X BUCK EXTERIOR BY OTHERS Un SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF WOOD FRAMING OR 2X BUCK INSTALLATION STRUCTURAL Ell SEALANT 1/4- MAX. SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS SIGNED:03/2512021 REILL901WINDOWS i & DOORS ````J`S\R IIL/0l�9''� CALVERTON, NY 11933 =vy�GEN&* s VERTICAL CROSS SECTION .r� WOOD FRAMING OR 2X BUCK INSTALLATION RIND WOOD FRENCH DOOR *• 0 5 *� WOOD SILL SHOWN,FOR 8RON2E SILL INSTALLATION IN-SWING •�` SEE SHEETS 20 AND 21 INSTALLATION DETAILS W/ANGLE BRACKETOE OF NOTES: DRAWN:V. Dwc No. OS-02489 Rp �� t►S/�OR10�G1. `�� NOTSHO�WNFORCLARR AND RITY. HES BYOT}iERS, IsCALE WE SEr �Y///DNALS"\\\�\ 2PERIMETERANDJOINTSEALANTBYOTHERSTOBE NTS 09/16/14 9 OF 22 DESIGNED INACCORDANCE MTHASTM E2112 LROBERTOLOWS P.E Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVLLLE,NO 270M FL No.: 62514 434,06,WW dbmas*blamaapa.amn REVISIONS x/10 SMS OR SELF DRILLING REv oEscwPnoN oniE I PPROVED SCREW 12 D REVISED TO ADD INSTALLATION DETAILS 03/04/2021 R.L. METAL STRUCTURE 1 2 MIN BY OTHERS EDGE DISTANCE 26 1/2" MIN. 1/4" MAX EDGE DISTANCE SHIM SPACE #10 SMS OR 1/4" MAX. SELF DRILLING 26 SHIM SPACE SCREW INTERIOR tz X10 WOOD SCREW THROUGH STRIKE PLATE METAL INTERIOR STRUCTURE EXTERIOR EXTERIOR BY OTHERS qfn JAMB INSTALLATION DETAIL SILL TO BE SET METAL STRUCTURE INSTALLATION IN A BED OF STRUCTURAL SEALANT METAL 1/4" MAX STRUCTURE SHIM SPACE BY OTHERS SIGNED:03/2512021 } REkLL 9001 WlB DOWN &DOORS \`\`J I,�1t L 0�9''� VERTICAL CROSS SECTION CALVERTON, NY 11933 =v.•�\C+E�S0 META LSTRUCTUREINSTALLATION RWD WOOD FRENCH DOOR *M- TAT 51 WOOD SILL SHOWN,FOR BRONZESILL INSTALLATION IN—SWING ^,0SEESHEM20AIVD21 INSTALLATION DETAILS W/ANGLE BRACKET jfOF NOTES: DRAWN: DWc No. 08-02489 D ���FssI�0Rt0��G�t'`� 1.NOT SHOWN FORRIOR AND OIARRIO FINISHES,BYOTHERS sr �� r 10NAL1,,��\\ 2.PERIMETERANDJOINTSEALANTBYOTHERSTOBE NTS 09/16/14 10 OF 22 DESIGNED IN ACCORDANCE WITH ASTM E2112 L ROBERTO LOUASP.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVELE,NC 27023 FL No.: 62514 434E88-009 dbcestEl@MomesMcom REVISIONS 1/2" MIN. L REV DEscRPnoN DATE I APPROVED EDGE DISTANCE I #10 WOOD SCREW D REVISED TO ADD INSTALLATION DETAILS 1 03/04/2021 R.L. WOOD FRAMING OR 2X BUCK BY OTHERS 1 1/4" MIN. EMBEDMENT 1 1/4" MIN. 1/4" MAX EMBEDMENT SHIM SPACE 1/4" MAX_ #10 WOOD SHIM SPACE SCREW t� 26 26 INTERIOR 13 1/2" MIN EDGE DISTANCE 13 WOOD FRAMING EXTERIOR INTERIOR OR 2X BUCK EXTERIOR BY OTHERS SILL TO BE SET E71 IN A BED OF STRUCTURAL JAMB INSTALLATION DETAIL SEALANT WOOD FRAMING OR 2X BUCKWSTALiATION 1/4" MAX. SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS SIGNED.03/25/2021 VERTICAL CROSS SECTION EINSTALLATION 901 B DOWN a DOORS ``\\J\S R I�L p 9��� WOOD FRAMING OR2XBUCK INSTALLAT70N ALVERTON, NY 11933 ��V•v��+EKS .tp WOOD SRL SHOWN,FOR BRONZE SILL INSTALLA770M SEE SHEETS 20 AND 21 D WOOD FRENCH DOOR o = 1N—SWING �•oy� DETAILS W/MOUNTING BRACKET gt• $TAT OF tV NOTES. OWCNO. REV 4�ps�CDRtOQ:•G\�I1.INTERIOwRAN PRIORFINISHES,BYOTHERS,TY 08-0'2489 D �i�2.PERIMETER ANDJOINTSEALANTBYOTHERSTOBE09/16/14 11 OF 22 DESIGNEDINACCORDANCEW/11/ASTME2112 LROBERTOLOMASRE Luis R. Lomas P.E. OODFORD RD LEWISVILL$NG 27023 FL NO.: 62514 -088-0609 nbna9@NaMa4w,=n REVMONS REV DESCRIPTION DATE I APPROVED D REVISED TO ADD INSTALLATION DETAILS 1 03/04/2021 R.L. 1/2" MIN. EDGE DISTANCE #10 SMS OR METAL SELF DRILLING STRUCTURE SCREW 1/4" MAX BY OTHERS SHIM SPACE 13 1/2 MIN. O 26 1/4" MAX. EDGE DISTANCE SHIM SPACE 26 #10 SMS OR 13 SELF DRILLING SCREWS INTERIOR STRUCTURE EXTERIOR EXTERIOR BY OTHERS JAMB INSTALLATION DETAIL SILL TO BE SET METAL STRUCTUREBVSTALLA71ON 1N A BED OF STRUCTURAL SEALANT METAL 1/4" MAX. STRUCTURE SHIM SPACE BY OTHERS SIGNED:03/25/2021 -t REILLY WINDOWS & DOORS R.ILp /i� 901 BURMAN BLVD. � VERTICAL CROSS SECTION CALYERTON, NY 11933 =v;�.�GENSi METAL STRUCTURE INSTALLATION RWD WOOD FRENCH DOOR *• 0 1 *= WOOD SILLSH014W FOR BROAl2ESILL INSTALLA77ON IN—SWING E ¢� SEE SHEETS 20 AND 21 INSTALLATION DETAILS W/MOUNTING BRACKET TAT OF of• rum NOTES: DRAM: Dwc No. D ��Oj,�ssI10R1 I.NOI INTERIOR FOR CCLARR OR FINISHES BY07HERS SCALE SHEET 08-02489 2OATS PERIMETER NTS 09/16/14 12 OF 22 DESIGNED IN ACCORDANCE WAHASTM E2112 LRWER70LOAIASP.E Luis R. Lomas P.E. 1432 WOODFORD RD LEWISV& NO 27023 FL No.: 62514 434-688-0609 dWmas@Mama*&a REVISfONS 2" MIN. 1/4" ELCO REV DEscRUMON DATE I APPROVED EDGE DISTANCE CRETE—FLEX D REVISED TO A00 INSTALLATION DETAILS 03/04/2021 R.L CONCRETE/MASONRY e BY OTHERS 4, a 1 1/4" MIN. OPTIONAL 1 X BUCK s" <" EMBEDMENT TO BE PROPERLY ' e SECURED —� SEE NOTES 3-7 1 1/4" MIN 1/4" MAX SHEET 1 EMBEDMENT SHIM SPACE 1/4" MAX. SHIM SPACE 13 2" MIN ° 26 1 EDGE DISTANCE v o 26 INTERIOR t3 1/4" ELCO �" s CRETE—FLEX EXTERIOR INTERIOR CONCRETE/MASONRY eaa BY OTHERS o 2X BUCK EXTERIOR TO BE PROPERLY m SECURED SILL TO BE SET SEE NOTES 3-7 IN A BED OF SHEET 1 STRUCTURAL SEALANT OPTIONAL 1X BUCK JAMB INSTALLATION DETAIL TO BE PROPERLY CONCRETEMASONRYINSTALLAT70M SECURED 1/4" MAX. SEE NOTES 3-7 SHIM SPACE SHEET 1 CONCRETE/MASONRY BY OTHERS c a BY 03/25/2021 4, REILLY WINDOWS & DOORS \`��5 IILI pig,/� aQ n s 901 BURMAN BLVD. ;y41 `GENs ' X\ .,p CALVERTON, NY 11933 RWD WOOD FRENCH DOOR = O,,Bj251 VERTICAtCROSS SECTION IN—SWING a` CONCAETFJMASONRYINSTAUA770N INSTALLATION DETAILS W/MOUNTING BRACKET �A. $TAT OF •Mi& WOOD SILL SH 14%SEE FOR BRONZETS 20 SILL INSTALLATION DRAwR Dwc ND. REV %�'��S:c(OR10Q; IN NOTES.1. �RIORAND EXTERIOR FINISHE�BYOTHERS, SCA" — OS--02-13 D //,/S'I'llfI1110\\\ NOTSHOWNFORCLARRY NTS 09/16/14 13 OF 22 2.PERIMETERANDJOINTSE4LANT11YOTHERSTOBE L ROSERTO LOMAS RE Luis R. Lomas P.E. W/ DESIGNED IN ACCORDANCE TH ASTM E2712 1432 WOODFORD RDLEWISVII!&F NO 27023 431,688-00Awm�trbmaWe mm FL No.: 62514 Ar REVISIONS 1/2" MIN. REV oEscR PROM DA7E APPROVED EDGE DISTANCE (2) #10 WOOD SCREW D REVISED TO ADD INSTALLATION DETAILS 03/04/2027 R.L. WOOD FRAMING OR 2X BUCK BY OTHERS 1 1/4" MIN_ EMBEDMENT 1 1/4" MIN. 1/4" MAX 1/4" MAX. EMBEDMENT SHIM SPACE SHIM SPACE (4) #8 X 3/4" F7 BRACKET O INTERIOR WOOD SCREW 1/2" MIN PER BRACKET EDGE DISTANCE (2) #10 WOOD SCREW EXTERIOR INTERIOR WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS (4) #8 X 3/4" WOOD SCREW PER BRACKET Fl BRACKET SILL TO BE SET IN A BED OF STRUCTURAL JAMB INSTALLATION DETAIL SEALANT W00D FRAMING OR2X BUCKINSTALLATlON 1/4" MAX. SHIM SPACE W000 FRAMING OR 2X BUCK �F BY OTHERS I SIGNED:03/2512021 REILLsowlauR�nJN s DOORS \\\\\`5�It I�Lo�����. VERTICAL CROSS SECTION CALVERTON, NY 11933 v•��GEN,p�'�s��: WOW M4WJ G0R2XBUCKIMSTALLATION qi4 WOODSILLSHOWN,FORBRONZFSBIINSTALLA77ON RWD WOOD FRENCH DOOR *• 0 51 *= SEE SHEETS 20AND2T IN—SWING ',0'�Gw INSTALLATION DETAILS W/F1 BRACKET ��f, TAT OF ORAtYN: DWG N0. REV PF•'cCOR4O4;• 1.NOT SHOWN FOR EXTERIOR FINISHES,BYOTHERS, V.L.RITYE �� 08-o248s D �sS`0�A`irz�G\\� 2.PERIMETER AND JOINTSEALANTBY07HERSTOBE Nis 09/16/14 14 OF 22 DESIGNED IN ACCORDANCE WITH AS 7M E2112 L ROBERTO LOMAS RE Luis R. Lomas P.E. 1432 WOODFORD RDLEWISWLLF_NC 27023 FL NO.: 62514 434-6Bs� dbmaS@bf0maW&c0m REVISIONS 1/2" MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE Di REVISED TO ADD INSTALLATION DETAILS 1 03/04/2021 R.L. METAL STRUCTURE (2) #10 SMS OR BY OTHERS SELF DRILLING SCREW 1/4" MAX. 1/4" MAX SHIM SPACE SHIM SPACE (4) #8 X 3/4"7 Fl BRACKET O INTERIOR WOOD SCREW 1/2" MIN PER BRACKET EDGE DISTANCE (2) #10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR METAL EXTERIOR STRUCTURE BY OTHERS (4) $8 X 3/4" WOOD SCREW PER BRACKET SILL TO BE SET F1 BRACKET IN A BED OF STRUCTURAL JAMB INSTALLATION DETAIL SEALANT METAL S7RUC7URE INSTALLATION 1/4- MAX. METAL SHIM SPACE STRUCTURE BY OTHERS SIGNED:03/25/2021 REILLsDwIeuR�WN BLVD.DOORS `\\� S VERTICAL CROSS SECTION CALVERTON, NY 11933 `w•v�GEN,p�;gA+�''y METAL STRUCTUREINSTALLATION f4 — WOOD SILL SHOWN,FORBRONZESILLINSTALLATION RWD WOOD FRENCH DOOR *• 0 1 SEE SHEETS20 AND 21 IN—SWING �P �� INSTALLATION DETAILS W/F1 BRACKET ��D• TAT OF tli NOTES: DRAWN: DWG N0. REV S. �C 0R10P•G,\�� 1.NOT SHOWN FOR CLARITY.RNISHES,BYOTHERS, �E DATE 08-022489 D / O�A S 11 2 PERIMETER ANDJOINTSEALANTBYOTHERS TOBE NTS 09/16/14 15 OF 22 DES/GNEDINACCORDANCEWITHAS7ME2112 L ROBERTO LOMAS RE Luis R. Lomas P.E. 1432 WOODFORD RDLEWZSV&M MC 27023 FL NO.. 62514 434-sE&osos drm�e REVISIONS 2" MIN. (2) 1/4" ELCO REV DESCRIPTION DATE APPROVED EDGE DISTANCE CRETE—FLEX D REVISED TO ADD INSTALLATION DETAILS 03/04/2021 R.L. CONCRETE/ MASONRY BY OTHERS ° 1 1/4" MIN. 14 ' EMBEDMENT OPTIONAL 1X BUCK a • 1 T1 1/4" MIN. 1/4 O BE PROPERLY " MAX SECURED EMBEDMENT SHIM SPACE SEE NOTES 3-7 SHEEP 1 �.. 1/4" MAX. 2" MIN 0 SHIM SPACE EDGE DISTANCE v INTERIOR (4) #8 X 3/4" F1 BRACKET SCREW . PEOR BRACKET (2) 1/4" ELCO CRETE—FLEX CONCRETE/ , MASONRY BY OTHERS EXTERIOR �.v OPTIONAL IX BUCK " EXTERIOR INTERIOR TO BE PROPERLY (4) #8 X 3/4" SECURED SEE NOTES o WOOD SCREW SHEET i 3-7 PER BRACKET F1 BRACKET SILL TO BE SET JAMS INSTALLATION DETAIL IN A BED OF CONCRETEIMASONRYINSTALLATION STRUCTURAL SEALANT 1/4" MAX. NOTES. OPTIONAL IX BUCKSHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, TO BE PROPERLY NOTSHOWNFORCLARITY. SECURED 2.PERIMETER AND JOINT SEALANT BYOTHERS TO BE SEE NOTES 3-7 DESIGNEOINACCORDANCEVAMASTME2112 SIGNED.,03/2512021 SHEET 1 CONCRETE/MASONRY REILL 90WIB DOWN a DOORS ```\J r,► -ILL0����i,/ BY OTHERS r • m CALVERTON, NY 11933 vv�CEN�p�,9ss. °" a °'.�< • RWD WOOD FRENCH DOOR *• 0951 8 - IN-SWING - + �r - <° INSTALLATION DETAILS W/F1 BRACKET ; STATE OF VERTICAL CROSS Dwc No. REV S;:�COR1..... P WOOD SILL SHOWN,FOR BRONZE SU L INSTALLATION 5• �� 08-0�2T489 D /��S1ONA"��\\\\ SEESHEETS20AND21 NTS 09/16/14 16 OF 22 L ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE:NC 27023 FL No.: 62514 934-6B8-o6tp dbmaXWLbmaV&wM RENSIONS 1/2- MIN. REV DEscraPnoN aiE APPROVED EDGE DISTANCE D REVISED TO ADD INSTALLATION DETAILS 1 03/04/2021 R.L. WOOD FRAMING OR 2X BUCK BY OTHERS 1 1/4" MIN. EMBEDMENT i 1/4" MIN. 1/4" MAX 1/4" MAX• EMBEDMENT SHIM SPACE SHIM SPACE INTERIOR 1/2" MIN #10 WOOD SCREW EDGE DISTANCE x}10 WOOD SCREW EXTERIOR INTERIOR WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS SILL TO BE SET IN A BED OF STRUCTURAL JAMB INSTALLATION DETAIL SEALANT WOOD FRAMING OR 2X BUCKINSTALLAT/ON 1/4" MAX_ SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS SIGNED.03/25/2021 REILLsotWieUROM4nN BLVD.OQRS J``\`S►�R IIL p�i�ii VERTICAL CROSS SECTION CALVERTON, NY 11933 ��v•v�C+ENS�:9if+��� _ WOOD FRAMING OR2XBUCK MTALLA77ON WOOD SILL SHOWN,FOR BRONZESILL IAISTALLA77ON RWD WOOD FRENCH DOOR *• 0,251 * SEE SHEETS 20 AND 21 IN—SWING ( ie FRAME INSTALLATION DETAILS 1 -pOPF\ �\ NOTES: DRAWN: DWC NO. OS—OZ4S9 RD ''O�s5 lORIO ...- `C2 NO1.T SHOWN FORCLARRIOR AND R�ORFINRSHES BYOTHERS TY scaE onn sNEDr 777//JCjNA�11���\` P_PERIMETER AND=NTSEALANTRYOTHERSTOBE NTS 09/1614 77 OF 22 DESIGNED INACCORDANCE MMASTME2112 LROBERTOLOMASP.E Luis R. Lomas P.E. 14W WOODFORD RD LEKWWLLE NC 27023 FL No.: 62514 4.34-688-0009 MOMW tMaVe-mm Ar REVISIONS 1/2" MIN. REV OESCR PfIWJ DATE APPROVED EDGE DISTANCE D REVISED TO ADD INSTALLATION DETAILS 1 03/04/2021 R.L. METAL STRUCTURE BY OTHERS 1/4" MAX 1/4" MAX. SHIM SPACE SHIM SPACE T_ INTERIOR 1/2" MIN #10 SMS OR EDGE DISTANCE SELF DRILLING SCREW x(10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR METAL EXTERIOR STRUCTURE BY OTHERS SILL TO BE SET IN A BED OF STRUCTURAL JAMB INSTALLATION DETAIL SEALANT METAL STRUCTURE INSTALLATION 1/4" MAX. METAL SHIM SPACE STRUCTURE BY OTHERS SIGNED:03/2512021 VERTICAL CROSS SECTION RE'Lca v1 WINDOWS B&1 DOORS \�J�S 1RENI�=41i METAL STRUCTUREINSTALLAnON `.'v`C SF's WOOD SILL SHOWN,FOR BRONZE SILL INSTALLATION RWD WOOD FRENCH DOOR *• O Si *: SEE SHEETS 20 AND 21 IN-SWING FRAME INSTALLATION DETAILS '13, TATE OF ;W A NOTES: DRAM: OS-02489El o`S ORIO NOTSHOWN OR RORFlNISHES,BYOTHERS, � DAA10NpLO;2.PERIMETER ANDJOINTSEALANTBY07HERSTOBENTS 09�tb/14 1$ OF DESIGNED IN ACCORDANCE W/THASTME2112 L ROBERTO LOMAS RE Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVOlA NO 27023 FL No.: 62514 434-6!78-06509 dlamas@bbmaWcom Nly REVOONS 2" MIN. REV DESLiSP1ION DATE APPROVED EDGE DISTANCE 0 REVISED TO ADD INSTALLATION DETAILS 1 03/04/2021 R.L. CONCRETE/ MASONRY BY OTHERS a� e a 1 1/4° MIN. < ° EMBEDMENT OPTIONAL 1X BUCK . e 1 TO BE PROPERLY 1 1 MIN. 1/4- MAX EMBEDMENT SHIM SPACE SECURED I SEE NOTES 3-7 SHEET 1 T_ ° 1/4" MAX. " 0 SHIM SPACE 2" v MIN ° INTERIOR EDGE DISTANCE 1/4- ELCO ,ov CRETE-FLEX 1/4" ELCO v ° CRETE-FLEX CONCRETE/ °.a EXTERIOR MASONRY " BY OTHERS EXTERIOR INTERIOR v OPTIONAL IX BUCK TO BE PROPERLY ° SECURED SEE NOTES 3-7 SILL TO BE SET SHEET 1 JAMB INSTALLATION DETAIL IN A BED OF CONCRETE/MASONRYINSTALLATION STRUCTURAL SEALANT 1/4" MAX. NOTES: OPTIONAL 1 X BUCK SHIM SPACE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, TO BE PROPERLY NOT SHOWN FORCLARlTY SECURED 2.PERIMETER AND JOINT SEALANTBYOTHERS TO BE SEE NOTES 3-7 DESIGNED IN ACCORDANCE WITH ASTMF-2112SIGNED:03/25/2021 SHEET 1 CONCRETE/MASONRY a a e a REILL90WIB DOW�s & DOORS \\` `JX0111111/j// ERS ///, ' BY OTHa CALVERTON, NY 11933 s `�v�.y�p E f¢s�'9 n 8 as RWD WOOD FRENCH DOOR _*� 0 51 "a " IN-SWING faM �� VERTICAL CROSS SECTION FRAME INSTALLATION DETAILS �O.••,TAT OFA CONCRETFJMASONRYINSTALLATION DRAWN: DWG NO. REV WOOD SILL SHOWN,FOR BRONZE SILL INSTALLATION �� OS�02�489 D s'ONAi1 �\`�� SEE SHEETS 20 AND 21 NTS 09/16/14 19 OF 22 L ROBERTO LOMAS RE LOIS R. Lomas P.E. 1432 WOODFORD RD LEWISVUE,AIC27D23 FL No.: 62514 434-688-OM dbmas@hknkWo.com REVISIONS REV DESCF&-noN DAiE APPROVED 0 REVISED TO ADD INSTALLATION DETAILS 1 03/04/2027 R.L. EXTERIOR INTERIOR EXTERIOR INTERIOR SILL TO BE SET IN A BED OF L I STRUCTURAL SEALANT BACKER ROD 1/2' MAX. & APPROVED SHIM SPACE SEALANT SILL TO BE SET WOOD FRAMING IN A BED OF O —� STRUCTURAL R 2X BUCK SEALANT BY OTHERS BACKER ROD & APPROVED 1/2" MAX. SEALANT SHIM SPACE VERTICAL CROSS SECTION OPTIONAL 1X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION SEE NOTES 3-7 WITH BRONZE SILL SHEET 1 �I MASONRY/CONCRETE BY OTHERS n EXTERIOR INTERIOR °a ° 4 ° VERTICAL CROSS SECTION CONCRETE/MASONRY INSTAL!AT ION WITH BRONZESILL SILL TO BE SET IN A BED OF STRUCTURAL SIGNED.03/2512021 SEALANT BACKER ROD 1/2- MAX REILLRANBLVD.DORS & APPROVED SHIM SPACE 901 BUM ``J\y vk to����i/' SEALANT CALVERTON, NY 11933 r•��GENs 9s�� RWD WOOD FRENCH DOOR =*' O,,�jt�OF -40II`7= METAL IN—SWING — + !rpt STRBY UCTURE INSTALLATION DETAILS W/BRONZE SILL -A STATE ORA17M: OWG N0. REV �iFS'c�pR10P s� onTE OS-02489 D 4gS�ONA 111?\\\` VERTICAL CROSS SECTION NTS 09/16/14 20 OF 22 METAL STRUCTURE INSTALLATION L ROBERTO LOMAS RE Luis R. Lomas P.E. 1432 WOODF40RD RD LERISWLM NG 27023 WRHBRONZESBI 434-688-0609a bmas@6hmaV&com FL No.: 62514 Alr REV190NS REV DESCRIPTION DATE7R.L ] INTERIOR D REVIS£O TO AOD INSTALLATION DETAILS 03/04/2 EXTERIOR EXTERIOR INTERIOR SIKAFLEX 552 STRUCTURAL CAULK WOOD FRAMING SIKAFLEX 552 OR 2X BUCK STRUCTURAL BY OTHERS CAULK MASONRY/ SHEATING CONCRETE BY OTHERS VERTICAL CROSS SECTION BY OTHERS WOOD FRAMING OR 2X BUCK INSTALLATION W17N BRONZE S&L d a ed EXTERIORINTERIOR VERTICAL CROSS SECTION MASONRYICONCRETE/NSTALLA77ON WITHBRONZESILL SIKAFLEX 552 STRUCTURAL CAULK SIGNED_03/25/2021 RE(LL 90W101 e DOWN & DOORS BLVD. `\` R I IL o� CALVERTON, NY 11933 9(p METAL RWD WOOD FRENCH DOOR *• 0SO *� STRUCTURE _ ( BY OTHERS IN-SWING �roa= INSTALLATION DETAILS W/BRONZE SILL ��D• TF DRAWN: DWG No. REV %O�••�� •��\ V.L. 08-02489 D / VERTICAL CROSS SECTION SCALE NTS DATE 09/16/14 s'M 21 OF 22 METAL STRUCTUREWTALLA7701V L ROBERTO LOW RE Luis R. Lomas P.E. 1432 WOODFORDRO LEWISW9LLE,NC 27023 WITH BRONZEStLL 434-saes m MaS@bknaspe_wM FL No.: 62514 REVIMONS REV DESLWPf101! DATE APPROVED D REVISED TO ADD INSTALLATION DETAILS 1 03/04/2021 R.L. 5" S" 11/2" r 25/8- 1- 3 1/2" __T05/16- 115/16- 1 1/2" 1 3/16" COFRA STILE MAHOOGANY O SILLFRAME O MAHOGANY 3z DOOR SILL 33 SILL NOSE 3 1/8" 2 1/4" MAHOGANY MAHOGANY {- -�1/2" 5 5/8" f 1 1 3/4" L, 1" 3 3/4" 2 5/8" 2 5/ �8" 3 1/4" 1/4" �L. ❑ 1/2 � 3/4,. 1 ! 0 0 0 1 1/2" 12 1/4" OSTILE s PANELFRAME O GLASS STOP 8 7 ASTRAGAL MAHOGANY MAHOGANY MAHOGANY MAHOGANY 3"1 7/8" 1 3/8 3" �----t 1" 0 0 00.1800" t- -�/ 1 3/4" 2 1/4" —{ I ' 16" 01/8"1 13/16 L L_J - -M 1 2- s/t s r 13 MOUNTING BRACKET ALUMINUM 6053-TS 12'THICK O SILLN�SNtYY 1 o CASING MAHOGANY 11 AEXTRUUBoO�N� 31 SUPPORT MAHOGAN BLOCK L - 2" 2 3/8" 15 SURFACE BOLT 2 7/8" 3 s/ts" 16" BRASS 1 7/16" 1 3/4" 3o THRESHOLD —T 7/16" 1 13/16' BRONZE T 3/4' SIGNED:03/25!2021 REILLY WINDOWS & DOORS ��1111111iiiii 2" 28 SILL EXTRUSION 9oi BURMAN BLVD. `���J\5 R•L�419�i� mo_1800" BROAD CALVERTON, NY 11933 1 r• GF Iva. •s+ _e4l 2" 3" 2 1/4" RWD WOOD FRENCH DOOR *• 0 IN-SWING 51 *= PONEN @ANGLE MOUNTING BRACKET —� COMPONENTS ��,• TAT OF �` 12 EV ALUMINUM 6063751/8.THICK 1/2" 1 1/4" DRAM: Owc No. R �i�'PFS;:c[pR10P G�£�� I- 4" 1_ sr�E NTS DATE 09/16/14 08-02489 22 OF 22 D FIBRACKET 29 SILL EXTRUSION L ROBERTO LOMAS RE Luis R. Lomas P.E. BRONZE 1432 WOODFORD RD LEWISWLLE,AIC 27023 ALUM/NUM6063-T5 Me THICK espy „a .com FL No.: 62514 Requires metal mesh. Inspector says too easy to break through sand fence slats 7-7 ho '? IP 4 � rf Alt �i got 143ea' X1 AAS' 4 min 'SK �Ilmst /ki Z&i t� ffM: ra ■ SON i- -4ion KS' Q`= a S , Imo% � xF V .00 ■ ■. rNJ �\% 1G MR7f tdr•t was � � *- ��� i■L ■ A NO 0 1 M � ' } 1 ed relief valve away fK. std-,'. � ��, �fA:.S �,1:: �' x...- � ���,� .� _,c}4,`�.+•� R „��, � 1 ¢�� a � v grMI -f'�:.:Ya 5°' �a:.- � 1 ��,� ,:fig �� - � � _ � �. �ay��,•G.�- .:xs _ _ AK ol 7 -: ,.�L `�.. 4.. ,�,• - ,;,'°", ..�'- � a "d ot.' ..� > R '� 1 - �� , w 0..`i :. - •� j .�_ }p 1 " � „ VAI�� y r:.•1 l qeF. t 1 . ' �.��•{- P' C.4A ` } ;a-0�,�� t+r' - ya,( 1Rrs:i4 ;zy; �.f_a, , • ,VF.::... ' VF Til, Y� f k ♦. * � �.�.. + "�I' i A'q IA i c pnveW uysc Mrnr , 446 �c1► �► K+� r + .e -1 Boiler relief valve piped close to floor t,+ 'j iio SVPPW 4: . ^ •i � k j; k i } a i' r �K Ryy7,t, pr 1 L :�fL- � , C 4 il_' �•�� `•t e. •R` _..... �'[9►... w • . ' - �' a « Fence horizontal top rail installed R fi i ' � Z .y, u i` z ' err' �6._ .. .- `.11>• �+ - i,• � Y � 1 vt, } ' r "11 • , gib f • t Allgate hardware ehan ed g lima ..ryas .. `i+'�A�e'.}�� �� .•g � 1 . •• `' �..it Y,1.-}E�. _ -ja Y Iwo AL - •�' S, 1 Fire suppression construction j pp 4 � i caps removed K . y w " Attic sprinkler construction caps removed `� 'S'• , - •�'+ pn&qM 7j ice.-'Zr -#A Wjw &k -,tk tear•. Ile! _ law I I • � I • � I .,.,+ . r _ 3 ;W% Ra4 fI �� . . sy f', s�a• �r- as r k - _ - ..=.may-�_:._ .� v.�-• .,�-_.....,�:_.�.--' .,.�,,.Y�.. ., t FA Testing data • ' • in basement mechanical room, `t 2U?U\}F("('Ccrlificatc �•.�"". �"t"R1ry�.?ro+< Building F.avrlope lgfulrtlpa ••����'�"' C�eillstb:liaY ii. �_...t <'^"'nM.. Mwt''xR4�atb«. Above Cxadc Waltf: /�.. '.'�' '"•. �.. �a.,. �,,, aw iMr.�.,_. Et -$=�.L1u•=tlrt...1.::.,ac�ga,.Fr.i pwri,p�e,�a I'�d Floor:_,2 io ewa Slrb'-_=._ �aN�., i--�r _•r-1�f44i..�_� �.w..rr+wraw...aw_..� :11ee4agieal kqulpaeae « "__ Pxtlban.lr.1 Heat: AFI;E��,��,r! 7vpe v.�4..✓�4°` ..w.�y .w •—•--..,e+... Builder or DeflRn Profcs.kaa� I, • --' � � Signature .LS�"'/.��.it.',�'ir+'u_•..Z: ..�+- ' ..� - ._ Bulldiag Envelope TeriiaB """"""'" ` lnfilrrouon: Prs. (•,.« , r� � � .i NERS RaUr t" - rir rr - ,,,,,_,r,_ rr.r.r.A Mc«rs+•w• $��aaturc. 5'r Itssse+s;&�LK9fti °"""`� I P Test Date .;:.2112 9 installed Wire mesh on bac gate -1 impI flow Mill pig I4 t 1 7�•( y I its - rlMli': b elms NIM /f iA14 a 111% ��" .■r r ra w r' '`��f u� ,�1� ,� � ■Mlltl!®lhl�iifl��iiir iir� ■■ reg. it iia iii �� � ■IyFlli>��IIIR" ri■ rt'� `fart's rw�.;. rr;"'.irt �r°,tiiM /J// �. ■If1 bkiIf1rc i IN .=iiriia�!irew 'i:r NNY7�' rr war wi vM t!<I/' !1 iii i" f111a:`i wi`r�i:�'ia:�� N��•''t r -• rff '"iii i i. 1/1/ll ':�' 1 •IR� �ENti .alE1?iG'"iw"'"-�'�e.� nes= srt' rr `"it■ 11% iM' 1/1/11 l,e/Irr ►!1'1 r.s�i,•a'�lll'�SYw�%e•o ." .,rt:' .� � t,.� r/ Yis.i_G Ni5 i■ Oiil/Il Jeai 'ii� ■ �� off �'!m° l ' .L rrAI. Ur'•",. n■ •■ - F .r.� .. rn ii NI/N , . Ell<7 MIM If S:1Mr Irx r r; ■�. ur �;s .'M■ M !■ "'faR-"- it rte. i' - All rrt •u r,r R rl 1 �l/JJ - Y I/r u r ■Rt ��+ r rf 1'i eiyli�rr!�t!■w'."'Srt�viii reit tIB /� E■ 1/1//f i1%1 .y, . ..!■! wr iry" wrii ■°.' �-i�te•,�•,■�•� rl�ir� Irr ' w���:iil+l■M ��'P�`►frwwll_'I I1//JJ��1�1/ -M71' ,M! ,M! i ■i®i 1/1/ll 1111 ' ■tal ter'. njQ5 ar> M tN r T •i r r Rt'- I rs �' ., %I/_'` I rir mint Mil ��a� !ylr r ril»:f w#l.t i-i ��� r r '�!er. ri iiii �Ir.1■ %� /1/ll of l �a oil �i r r'Ir.16lirc .,rlr r tir � ... Ili '1 lily rWisN ' Ifr ' ttiie/' +,lis ' iii- a..v rii•.- Iiii .iiN t :rail bI r tonM'`itN�htrNr� li.rristtillrl 1�1 t! /ir1F- i FOIL, iIlii..riiiah..eirrr': :iir ~' i! �wu�NtWwirl ,r.iiir'"' iliri'* lii"'rale�fd!• er ►i�'a�i�ira 1 1.1/IF i1A t iii i♦ Qi rrt ,. +,•.•• �.hili � i%`"'"i.sri..rtr► imr MF i!iv �Irr'•�ylr. r � ii "E3i�1 Tiili. t+� �liii� ,r 17nr��A• r�ic•6fi:,�� �`- ' i mill �,,i is drM.>� rt ii r .�., �► . i ikc:r It / �� '�i 1 *►a iii. x,iar .lir its iii . Ir_ •iiiidlr,ellM 'At+/' Ialtw� lil !" ji11 alb/ • ^'rEnik;,alM-s� Nf Q'�i "r.,rirdito■i1R tlr alr IG4, fid #1�) �•^�tMi` irla.,M/irMasp !i1 Klrt+ �r■ rig .f� 1/1/rff.. 1,�' 's7R tr��'y,.l�r tRy,�li r �+i61 r E ■'�kf tPrf. i11 'IMaY�'tp�i� �f�. I�1wlr-�:: � .lK. Val � Irf�a:iR" ilr tiltear. Rr ~ rtr /A'�Mr",1r� lil/1► ■' ^ ir/� pia y►��-_r,�, ^ff!;,,w�-�rlr_"11at� •' ; a VIA if - lilt '! p�;+_�f�6•„, �.. j ai{ ►' / ll -� iRs !■ rrCwill . ..�M6a. 111 :111r 1 II !alai rlr rs trr t'• a '�f :� SA` 1 alt r■ 1/Hai •nt� =- Ialit r• r �`�� r►r r tr ��_._r�r. .r+�....x .te:.■WI1t. N i� z '. • +�e ear riia�.-' ■IN !f/� Ellik Ilii Mr MIR ��al sry two a0( M Austin Patterson Disston AtY{1JfcOs August 10, 2021 Southold Building Department 54375 NY-25 Southold,NY 11971 To whom it may concern, I have inspected the property at 12700 New Suffolk Avenue in Cutchogue for the water pressure test for the wastewater lines and found that the installation is satisfactory and in accordance with the NY State Building Code and as per submitted plans. Please let me know if you have any questions or need any additional information. All my best, Stuart L. Disston Senior Principal -,p AR�y� \.. DISSTTF�� J' 02432 y0 TgTE OF r AUG 7 2021 I jj1j,L jIN,'G DEFT— To- 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031 1 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481 www.apdarchitects.com CONTRACTOR'S MATERIAL &TEST CERTIFICATE FOR ABOVEGROUND PIPING Additional copies of this form are Loss Prevention Publications-Training Resource Center available to Insureds from: Factory Mutual Engineering and Research,1151 Boston-Providence Turnpike,P.O.Box 9102,Norwood MA 02082 PROCEDURE: Upon completion of work,Inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the Job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities,owners and contractor. It is understood the owner's representative's signature In no way prejudices any claim against the contractor for faulty material,poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAMEDATE P1 Z Z r 17 C y PROPERTY ADDRESS AV,! ACCEPTED BY APPROVING AUTHORITY(S)NAMES ADDRESS —1 S V J\r `\/ \Y J INSTALLATION CONFORMS TO ACCEPTED PLANS w YES 13 NO EQUIPMENT USED IS APPROVED(IF NO,STATE DEVIATIONS BELOW) YES ❑ NO HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL YES ❑ NO &, a VALVES AND THE CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? 3,�r� " N "� IF NO,EXPLAIN: 1 '`" ">'''°'° "' HAS COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND MAINTENANCE CHARTS BEEN .'1NS7 RUC,jIOjVS;r LEFT ON PREMISES? ,, "` *°$s• "`'' 'R IF N0,EXPLAIN: X YES 13 NO ail OCA710NQF',*ej SUPPLIES BUILDINGS 'i r,'d, OREL, .x - r 'R: ", r'I'1VI;� r."'' r"• y, �' 1 c. `� £-. s } :.. ,! h !� Y R.4I I .. oRl '�e size nr d 'hudN iri! �{y` - ++,, ; d d w s, d,'r' k tY k .a, ` &I ''f" `�v x+ `^ 4"t 1U +1 ; l�'upa i Fr+".4M"�1 k.1 kr?' .' •F's,i r,i�. p t } f "ye, -it ' ��.IF: 1 ,.w I ,a.�. A:�. �.r lr,.l%�I I ,�„� �:u��l'y � �i• 4,.. Joi Ll �RIrV,KLER-q"- R.; Al l 9%[ PIPE CONFORMS TO NFPA 13 STANDARD ._� ._x ..: ^ . YES ❑ NO FITTINGS CONFORM TO N FPA 13 STANDARD IF N0,EXPLAIN: YES ❑ NO Hr 4,h.f ry i 1% 65 ,.LAFtINPDE1110E ^',�i,9 , IUIU Fii fA'�G1 i t 1,W TYPE MAKE MODEL MIN. SEC. �y FLLQQw� :;§ WATERFLOW SWITCHQR p _ +�, DftY-VAl�1tEH•,:�,� _ � � � .• � ':� >:n:..�ri., �'��w�k���•�� A'�i=�' ..O;D,''-,. �.�Yr>v,.�-3 !5 t;F_ '-::tea.-rs A.':'�:t�:.':::<Yx' g�'''M'"r„�,:. ;vYq.;'° , ,w_.r.�--r-� --•.,. . Y I fie. MAKE MODEL SERIALNUMBER MAKE MODEL SERIAL NUMBER 4 �Q TRI �e x no -1'Jl�kt9, .��pR $ K� '4f, J NEW MIN. SEC. PSI PSI PSI MIN. SEC. MIN. SEC. a WITHOUT Q.O.D. WITH ' Q.O.D. M IF NO EXPLAIN: i. 85A(3-94)FMRC PRINTED IN USA ,+ OPERATION: >. 13 PNEUMA" ❑ELECTRIC ❑HYDRAULIC PIPING SUPERVISED ❑YES ❑NO DETECTING MEDIA SUPERVISED? r} ❑ YES E3 NO z°. ``� ES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL? x.r ❑ YES ❑ NO s•; ". ¢;rr"a;•, t IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING? IF NO EXPLAIN' ❑ YES .., r ❑ NO Does each circuit operate MAKE MODEL su ervia on loss alarm? Does each circuit Maximum time to MF. operate valve release? operate release YES NO YES no MIN. SEC. HYDROSTATIC:Hydrostatic tests shall be made at not less than 200 psi(13.6 bars)for two hours or 50 psi(3.4 bars)above static pressure In excess of 150 psi(10.3 bars)for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent `�Si damage. All aboveground piping leaking shall be stopped. &''DES RfPaYQNt.r: PNEUMATIC:Establish 40 psi(2.7 bars)air pressure and measure drop which shall not exceed 1'/psi(0.1 bars)in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 1'/z psl(0.1 bars)in 24 hours. ."N-"3 d1,118. TESTED AT P"i sa ALL PIPING HYDROSTATICALLY ZOO x z- r•�?< _ PSI FOR 2 Hrs. IF NO,STATE REASON w4A' �,°` j;,";' DRY PIPING i� PNEUMATICALLY TESTED? 13 NO F 13 YES t' " 't N" EQUIPMENT OPE RATES PROPERLY? YES ❑ NO DRAIN READING OF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE: TEST -.<a�� � k•; y„, ,_; -; PSi RESIDUAL PRESSURE WITH VALVE IN TEST PIPE OPEN WIDE PSI Underground mains and lead-in connections to system risers shall be flushed before connection made to sprinkler piping. VERIFIED BY COPY OF THE FORM NUMBER 85B? ❑ YES ❑ NO <=•rinF9' p� 1%. OTHER EXPLAIN FLUSHED BY INSTALLER OF UNDERGROUND 4v; m, SPRINKLER PIPING? ❑ YES ❑ NO ^! ;`'° JaER USEDLOCATIONS vti • NUMB R”t"•:6;',y9.'cr +N y('%%'¢ NUMBER REMOVED NONE .l,„n i..�Hyl:`• .: . WELDED PIPING?_ ❑ YE N i S 0 - da„-'i§( :r,: - - -J• - ;i. IF� - •�.i. � F ���2:�"-�3 - i a gJ:ii. ``W.. — t, - -y ,„ � %iii§ 77 DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELD THE REQUIREMENTS OF AT LEAST AWS D10.9,LEVEL AR-3?WELDING PROCEDURES COMPLY WITH `-1T1( i711 'Sh ❑ YES ❑ NO N DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH,THE REQUIREMENTS OF AT LEAST AWS D10.9,LEVEL AR-3? ❑ YES ❑ NO DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY s 1 CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED,THAT OPENINGS IN PIPING ,„1,,i,,,+;y,�, ARE SMOOTH,THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED,AND THAT INTERNAL °1� ^,;a't' '! DIAMETERS OF PIPING ARE NOT PENETRATED? ❑ YES ❑ NO z�y+a '• n�J ,.,)fl'DiAUL(C,r,k NAMEPLATE PROVIDED? "lit :°sspi4l E a j IF NO,EXPLAIN: 13 YES ❑ NO <t4 NAMSPI ATtE DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: ..,• :1= NAME OF INSTALLING CONTRACTOR f,,�rtr$,S1gF>•i,.GtiA�„�'�,(IRR�',�cI�F�i$yS'°.P”.�,1'{�i 4,w r°,�a N t, .t..e 6.., ,a. ,'rNw,°4 ! ^ _} „�.,ENT.yRy.:YrV AUTOMATIC FIRE w MPRrOTE. ECTIO�N, INC. r �r. .. y �I tipOTSWl�rNESSED BL , '"FOR PROPERTY OWNER(Signed) E FOR INSTALLING CONTRACTOR VDATE O 01 TITLE DAT ADDITIONAL EXPLANATION AND NOTES: 85A BACK FOUNDATION (IST) DIV-WAS j ------------------------------ in11Jf FMw poor �: � `� �►�.��*.��.���_. , , �j� � ►may, _ ADDITIONALROUGH FRAMING& PLUMBING INSULATION PER N.Y. �li STATE ENERGY CODE 12 2 Mo...i.N— Ull I EA woul 1 • ` _ TOWN OF SOUTHOLDBUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health ✓I" SOUTHOLD,NY 11971 4 sets of Building Plans >> .,TEL::(631)•765-1802 Planning Board approval a FAX:`(631)'765-9502. Survey ✓ „w .,, a. Southoldtownny:gov- PERMIT NO., ' -; ^' Check is not sosmmrM;p hr *wm vrl7� Septic Form ✓ -soomm,fe ra usR� N.Y.S.D.E.C. VO, lot- Trustees Ia& C.O.Application Flood Permit Examined ,20 Single&Separate �IIII Truss Identification Form Storm-water Assessment Forma_ Contact: -risq" y diks 3 Approved ,20 Mail to: K Disapproved a/c'' +" PO Isom g-707 ayo4o a�N`1 111n Phone: G3i'loi6 nN�&3i•7".Illy �w Expiration 120 Zgsector APPLICATION FOR BUILDING PERMIT JUN 2 y ' Date , 20 4 UN .. . JJNffi LD INSTRUCTIONS a.Tlii application, -: S b completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate ptot'plan"to'sbdle.Fee according to schedule. b.Plot plan showing location of lot and of buildings ori-premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building.Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of.,Occupancy. £Every.building permit shall expire-if.the work authorized has not commenced within 12 months after the date of issuance or has not been completed within IS months from.such date. If no zoning amendments or other regulations affecting the prope4 have dnaUed in the interim,the•Buildiiig'Inspector may authorize,in writing,'the extension of the permit for an addition six months.Thereafter;a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or.alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ,f p'�.+,GJI"• t�� Ausn� a DrSs�a ARc�hrasi, (Signature of applicant or name,if a corporation) ro ft 1`70-1 fdod&ofir rld 11451 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises RORErrr C&6W&ZZ.! AOD KtM e_ rjAZZ1 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Its as 1g e. L� .y�Jq o Plumbers License No. „ pw,� �� �� y p Electricians License No. ESce Other Trade's License No. 1. Location of land on which proposed work will be done: 18"246 N1=.AAs� ►� House Number Street Hamlet County Tax Map No. 1000 Section 116,oD Block ,a p . Lot 61-4.06 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ow mwa4 p�)sr&uaj. WIs&grAraes, •oa .� o� trmricErr/ssrr�err aik�/ NE.� .we wf Dw aq W1 sc-RoC-oft AWA,*V?Wfo.a 4saw, ee,rsAft remeftm, b.,,,,Intended use and occupancy oww s 3. Nature of work(check which applicable):New Building IVAddition Alteration Repair Removal Demolition �/ Other Work (Description) 4. Estimated:Cost "�, 11 Caq Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units I Number of dwelling units on each floor If garage, number of cars ?, 6.,. If business, comnercial'or mixed occupancy, specify nature and extent of each type'of use. 7. ''•Dimen"sioris of exiltirig structures,if any: Front t9Aga: & ..1- Rear sopa w-.y- Depth Asa Height- `�"':iJ1 ' Number of Stories at e1 4 Dimensions of same structure with alterations or additions: Front Rear Depth Height,,' Number of Stories 8. Dimensions of entire new construction: Front iG7'.66 Rear lG'1'ris" Depth q6' Height U' vk" Number of Stories 9. 'Size of lot: FrontL, --S. ce Rear IG7.lie Depth H63.,iB' 10. Date of Purchase 3f,�• l o, Name of Former Owner kM r- sn,mrUx y,-aW- ¢izulea,rrrr.E 'n?ovr- 11. Zone or use district in which premises are situated 'Z-LJO 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NOS 13. Will lot be re-graded? YES Y NO Will excess fill be removed from premises?YES_& NO 14.Names of Owner of premises nwar:ww cmgh s, Address !!CAMSUI 11713 Phone No. 6M-754 -Mase Name of Architect &a„,pq,•r�,gw b,ssn,4 IF 4fhrgas Address "0 VM 1170 , Phone No 6s,-rte: - i,1rr1 Name of Contractor�gns,,.ac. Address-ops� ;,,v► Phone No. 3 j. X20. SCS e 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓ NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES--V'-NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at i 0 feet or below,must provide topographical data on survey. 18. Are there any covenants.and-restrictions with respect to this property? *YES NO *IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF S �'FU -"gym r w g being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the aj_£,�ff: (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have-performed the said work and to make and file this application; that all statements contained in this application are true to the.best of•his•knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 1 2 day of J-LKI\-P— 20 ,Z®, ' E MALLOY NotaryPublic NOTARY PUBLIC-STATE OF NEW YORK atureofApplicant No.01'MA6387558 Qualified in Suffolk County My Commission Expires 02-19-2023 -N we BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO.9560 DATE: OCTOBER 16,2019 ISSUED TO: ROBERT& KIM CAGNAZZI PROPERTY ADDRESS: 12700 NEW SUFFOLK AVENUE, CUTCHOGUE SCTM# 1000-116-6-14 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on October 16,2019, and in consideration of application fee in the sum of$250.00 paid by Robert & Kim Ca nazzi and subject to the AN Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit for the existing one-story,1;271sq.ft.cottage with 264sq.ft.attached covered porch; demolish and remove 3,814sq.ft.of existing gravel driveway east of cottage and a 1,824sq.ft dwelling;construct a proposed 4,439sq.ft.footprint,.two-story dwelling with 1,000sq.ft.attached garage and 1,907sq.ft.porch and balcony;install gutters to leaders to drywells to contain roof runoff;construct a 4,407sq.ft.raised terrace approximately 2'-3' above grade; proposed 774sq.ft.in-ground swimming pool,retaining walls and steps to grade;adjacent to existing cottage, W construct 2,525sq.ft.of new walkways,stepping stones(total 131.25sq.ft.),and formal garden area(235sq proposed 457sq.ft.gravel parking area north of cottage and landward of gravel driveway(802sq.ft.within Trustee jurisdiction);419.63 linear feet of proposed pool fencing and gate;establish a 41 wide access path to the beach;from I M Peconic Bay install and perpetually maintain a Non-Disturbance buffer located between tidal wetlands and edge of 5 'KE q��3 bank,fluctuating width of Non-Disturbance buffer a minimum of 20'to a maximum of 55',and install and I perpetually maintain a Non-Turf buffer along the landward edge of the Non-Disturbance buffer up to existing edge of clearing;and from the easterly wetlands establish and perpetually maintain a 35wide Non-Disturbance buffer, R and install and perpetually maintain a 15'Non-Turf buffer along the landward edge of the Non-Disturbance Buffer; with the condition of the installation of an I/A septic system,that no more than 16 trees be removed,that the driveway be pervious,and that the pool be saltwater only;and as depicted on the site plan prepared by Austin ".'i` Patterson Disston Architects dated August 30,2019,and stamped approved on October 16,2019. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 16th day of October,2019. A 0' 1�:'A I NO�. X a -'�n ne 6"� i- i TERMS AND CONDITIONS The Permittee Robert&Kim Cagnazzi residing at 12700 New Suffolk Avenue,Cutchogue, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant;request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President ®F S0 Town Hall Annex A.Nicholas Krupski,Vice President � ®�® 54375 Route P.O.Box 11799 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1995C Date:January 11,2023 THIS CERTIFIES that the existing one-story, 1,27 1 ss ft cottage with 264sq ft attached covered porch; demolish and remove 3 814sq ft of existing gravel driveway east of cottage and a 1,824s4.ft dwelling,• construct a proposed 4 439sq_ft footprint two-story dwelling with 1 000sq.ft. attached garage and 1 907sq ft porch and balcony, install gutters to leaders to drywells to contain roof runoff; construct a 4 407sq-ft raised terrace approximately 2'-3' aboverg ade;,proposed 774sq ft. in-ground swimming pool, retaining walls and steps toagr de• adjacent to existing cottage construct 2 525sq ft of new walkways stepping-stones(total 131 25sq ft) and formal garden area(235sq ft); proposed 457sq ft gravel parking area north of cottage and landward of gravel driveway(802sq ft within Trustee jurisdiction); 419.63 linear feet of proposed pool fencing and gate; establish a 4' wide access path to the beach,• from Peconic Bay install and perpetually maintain a Non-Disturbance buffer located between tidal wetlands and edge of bank fluctuating width of Non-Disturbance buffer a minimum of 20' to a maximum of 55', and install and perpetually maintain a Non-Turf buffer along the landward edge of the Non-Disturbance buffer up to existing edge of clearing,• and from the easterly wetlands establish and perpetually maintain a 35' wide Non-Disturbance buffer, and install and perpetually maintain a 15'Non-Turf buffer along the landward edge of the Non Disturbance Buffer;with the condition of the installation of an I/A septic system that no more than 16 trees be removed that the driveway be pervious and that the pool be saltwater only closed loop geothermal system;4'x8' concrete pool equipment apron to be screened with hedge; installation of two additional drywells and relocation of three(3)dr ywells pursuant to Town Code Chapter 236 At 12700 New Suffolk Avenue,Cutchogue; Suffolk County Tax Map#1000-116-6--fq Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 5, 2019 pursuant to which Trustees Wetland Permit#9560 Dated October 16,2019 was issued and Amended on September 16,2020 and conforms to all of the requlr eallents and curt i"uon9 7f tbuc applicavaac p_vii3ivi5 3r a aw. The project for which this certificate is being issued is for the existing one-story, 1,271 sq.ft. cottage with 264sq ft attached covered porch-,demolish and remove 3 814sq_ft of existing gravel driveway east of cottage and a 1 824sq ft dwelling-, construct a proposed 4 439sq ft footprint two-story dwelling with 1000sq ft attached garage and 1 907sq ft porch and balcony, install gutters to leaders to drywells to contain roof runoff,construct a 4 407sq ftraised terrace approximately 2'-3' aboverg ade, proposed 774sq-ft in-ground swimming pool,retaining walls and steps to grade,• adjacent to existing cottage construct 2 525sq ft of new walkways stepping stones(total 131.25sq.ft.) and formal garden area (235sg ft)proposed 457sqft gravel parking area north of cottage and landward of gravel driveway 802sq ft within Trustee Jurisdiction):419.63 linear feet of proposepool fencing and gate; establish a 4' wide access path to the beach; from Peconic Bay install and perpetually maintain a Non-Disturbance buffer located between tidal wetlands and edge of bank fluctuating width of Non-Disturbance buffer_a minimum of 20' to a maximum of 55' and install and perpetually maintain a Non-Turf buffer along the landward edge of the Non-Disturbance buffer up to existing edge of clearing-, and from the easterly wetlands establish and perpetually maintain a 35' wide Non-Disturbance buffer,and install and perpetually maintain a 15'Non-Turf buffer along the landward edge of the Non-Disturbance Buffer; with the condition of the installation of an UA septic system that no more than 16 trees be removed,that the driveway be pervious and that the pool be saltwater only;closed loop geothermal system,• 4'x8' concrete pool equipment apron to be screened with hedge-, installation of two(2)additional dDmells and relocation of three(3)drywells pursuant to Town Code Chapter 236 The certificate is issued to Robert&Kim Ca nazzi owner of the aforesaid property. r Authorized Signature r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC kD 1-4738-04679 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: ROBERT M CAGNAZZI CAGNAZZI PROPERTY 30 CONNELLY RD 12700 NEW SUFFOLK AVEI1000-116-6-14 HUNTINGTON,NY;-11743 CUTCHOGUE,NY 11935 Facility Application Contact: LAND USE,ECOLOGICAL SERVICES INC 570 EXPRESSWAY DR S STE 2F MEDFORD,NY 11763-2049 (631)7.2--7-2400 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 711.311 NYTM-N: 4540.815 Latitude: 4059'28.2" Longitude: 72°29'16.4" Authorized.Activ_ity: Remove exist ng,dwelling and accessory"structures. Construct new single fanuly -_:•i:,•_:Cu:.d�::`-'::r:;i_:.:ter.:'?>'r—] _ .=en..i�:::rr_._.�.s:::::. .. .- - - dwelling,garage, swimming pool,pool house,terraces;gravel driveway and parking court..Install new UA Onsite Wastewater Tr'e tmeiit=System. Establish non-disturbance buffer area along tidal,vrtetland- -- --bounds All work must be-done in"strict-accordance with the attached plans stampeds"NSDEG°�� rY _ Approved"on 4/6/2020 (3 Sheets). SLA - Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-04679/00001 New Permit Effective.Date:_4/6/2020 Expiration Date: 4/6/2025 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,and all conditions included as part of this permit. Permit Administrator:SHERRI L RICHER,Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony B ok,NY 11790 3409 Authorized Signature: Date / 4 / 2620 Page 1 of 6 s� NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. Facility DECiD 1-4738-04679 Distribution List LAND USE ECOLOGICAL SERVICES INC Bureau of Marine Habitat Protdction Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS -Apply to the Following Permits: TIDAL WETLANDS - 1. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion Of project,the bottom portion of the form must also be signed and returned,along with photographs of the completed=y�or-k-� _. 2. Conformance=With Plans All`activities authorized by this permit must be in strict conformance . with tbe::approved plans submitted by the applicant or applicant's agent as part of the;permit application. Such approved plans were prepared by Austin Patterson Disston Architects.last'revised 2/6/2020, and Sanitary System Plans prepared by Condon Engineering,P.C. last revised 2/3/2020(2 sheets).All plans were stamped "NYSDEC Approved" on 4/6/2020. 3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location-on the worksite and adequately protected from the weather. 4. Prohibition Period for Nesting Birds. To protect nesting shorebirds,,including threatened and/or endangered-species,no regulated activities may occur between April 1 and August 31, inclusive, of any calendar year. 5. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 6. Materials Disposed at Upland Site Any demolition debris,excess construction materials,and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility.These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 7. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DECID 1-4738-04679 8. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 9. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses,etc.)immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season;then'the area shall be-stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 10. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted_ Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661. 11. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established.There shall be no disturbance to the natural vegetation or topography within an area extending as per plans dated 2/6/20 by Austin Patterson Disston with the area labeled "non-turf buffer"planted with native grasses. linear feet landward of the tidal wetland boundary. 12. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area,prior to commencement of any- regulated-,:activities-and-remain,in;lplace-and..-,.in- nyregulated-,:activities-and"remainin:place:and::in good-Anctionalzcondition:until.:the:project:is:,completed and all disturbed areas are.stabilized with vegetation. 13. No_Pool Discharges to Wetland There-shall be no draining of swimming pool.:water directly or indirectly into wetlands or protected buffer areas'.'"i,-.. - 14. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. is. Direct Runoff Away from Tidal Wetland and Buffer Roads,driveways,and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 16. Authorized Innovative%Alterriafive Onsite Wastewater Treatment'Systems (I/A OWTS) Septic Systems This permit authorizes the installation of any models of I/A OWTS septic system which have received the approval of the Suffolk County Department of Health Services (SCDHS). If SCDHS rescinds its approval of one or more of these models during the term of this permit, DEC will no longer approve new installations of that model.The list of I/A OWTS systems which have received approval by SCDHS are found on the Suffolk County Website under the Reclaim Our Water-Homeowner section at: Overview of Provisionally Approved Technologies. 17. Maintenance of Installed Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) The permittee must maintain, service and repair the installed I/A OWTS in accordance with the maintenance schedule set forth in the Suffolk County Department of Health Services (SCDHS) permit issued for the system. 18. No Disturbance to Vegetated Tidal Wetlands,Dunes There shall be no disturbance to vegetated dune areas or vegetated tidal wetland areas as a result of the permitted activities. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Ni Facility DEC;ID 14738-04679 19. Incidental Disturbance to Vegetation It is the responsibility of the applicant to remedy any incidental disturbances resulting in damage or removal of wetland vegetation. Upon completion of construction activities, any disturbed areas shall be planted with the appropriate marsh vegetation. Please contact the Bureau of Marine Habitat at(631)444-0295 for more information. 20. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 21. Contain Exposed,Stockpiled`-Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48'Hours shall be contained by a continuous line of staked haybales/silt curtains(or other NYSDEC approved devices)placed on the seaward side between-the fill and the wetland or protected;-buffer area. Tarps are authorized to supplement these approved methods. 22. State Not'Liable for Damage The State of New York shall in no case be liable for arty.:damage or injury to the.'structure or work herein authorized which may be caused by or result from f itur�:operations undertakq the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. z; 23. Precautions Against Contamination of Waters All necessary precautions shall be taken to ". precludI. e contamination of any wetland or waterway by suspended solids,sediments,fuels, solvents:' lubricants, epoxy coatings,paints, concrete,leachate or any other environmentally deleterious materials associated with the project. ,::..,.:-._;�_..-ter•�::..,.�,`.,-n.r-..:�:s.�,�:k-,.:::.......-. r - _ - _ 24. State May Require Site Restoration If upon the expiration or revocation of this permit,the moiect-hereby_authonzedhas fi&been;completed.- the applicant shall,without expens to the to such extent and in such time and manrier'as- he Department of Environmental Conservation may lawfully require,remove all or any portion of the-uncompleted structure or fill and'restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 25. State May Order Removal or Alteration of Work If future operations by the State of New York require-an alteration in the position of the structure or work herein authorized, or if, in the opinion:of the Department of Environmental.Conservation it shall cause unreasonable obstruction to the free navigation of said waters.-or.flood�flows_or endanger.the health,safety or welfare of the.people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit,the structure,fill,excavation,or other modification of the watercourse hereby authorized shall not be completed,the owners,shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEq 1D 1-4738-04679 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representativq Auring an inspection to the permit area.when requested by the Department. A copy of this permit,including all referenced maps, drawings and special conditions,in be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the penmifiipon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify,supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applicathons For'PermitRenewals Modificatioi g,or"Tra isfe'r"s-=The'peririitteeymtisrsulimit`i�::' separate Witten apglic�tior�to_1he.Deprinrlerat for�uerrnit;rsrnel, modificat3un of =o1':tbis,�: :::, : t,._, permit. Suchiapplication must include-any. or supplemental information'the Department`requires. Any renewal,modification or transfer granted":by-the Department must be in writing—"Submission of applications for permit renewal,modification or trarisfe are to be submittedlf Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY]1790 -3409 4. Submission of Renewal Application The permittee must-submit=a_renewa1application-at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. S. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification,suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; Page 5 of 6 v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC 1D 1-4738-04679 e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies,expressly agrees to indemnify and hold harmless the Department ofEnvironmental Conservation of the State of New York,its representatives, employees, and agents("DEC")for all claims,suits,actions, and damages;to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims,suits, or actions naming the DEC and arising under Article 78 of-the.New,York Civil Practice Laws and Rules or any„citizen.suit or civil rightsprovision under federal or state laws. Item B: Permit#ee's Contractors to Comply--with Permit = The permittee is responsible for informing its independent contractors,employees,.agents and assigns of their responsibility to comply with this permit,includingall`special:conditions while acting as the permittee's agent with respect to the permitted activities,and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any otherpermits, approvals, lands, easements and rights-of- way that may be required to cant'out the.activities that.are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 �Og�FfOj�CO BUILDING DEPARTMENT- Electrical Inspector h�0 Gy TOWN OF SOUTHOLD C* Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(-southoldtownny.gov - seand(a)_southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: fab FA \R _ - Name: F�-)CC J QC- License No.: _ Phone No: G - 1 request an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name�� -� ��� r-\ M rM Mz\'� Address:) 100 C)W3- Cross Street: Phone No.: BIdg.Permit#: email: Tax Map District: 1000-11otection: Block: 0(0.00 Lot:C)( ,00 BRIEF DESCRIPTION OF WORK (Please Print Clearly) "R(' h 1�(-� WSO�v�OA PMS i , Check All That Apply: Is job ready for inspection?: MYES ❑NO ❑Rough In ❑Final Do you need a Temp Certificate?: ®YES [-]NO Issued On Temp Information: (All information required) Service Size ®1 Ph ❑3 Ph Size: _LMA # Meters Old Meter# ®New Service ❑ Service Reconnect ® Underground ❑Overhead # Underground Laterals ®1 02 ©H Frame OPole Work done on Service? ❑Y E]NJ Additional Information: �i _53 IJ VLE; PAYMENT DUE WITH APPLICATION AUG 1 0 2021 i_ �Oa`b'9 Electrical Inspection Form 2020.xlsx 11'U T.'D!N11 r Dt?I?T. 0 Q, BUILDING DEPARTMENT- Electrical Inspector 4 �0�O§ xcPii3 TOWN OF SOUTHOLD =` Town Hall Annex- 54375 Main Road - PO Box 1179 o ® �4,, Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(aDsoutholdtownny.aov seandCa)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All inf rmation Regylred) Date: f Company Name: Electrician's Name: 5 �,� �,� License No.:�;,� � �E Elec. email; z°S Elec. Phone No: — d C]I request an email copy of Certificate of Compliance Elec. Address.: 57 JOB SITE INFORMATION (All Information Required) Name: Address: Lz Zaa Cross Street: 1VF400k1 ZAI Phone No.: 63 2ZO - *39 Bldg.Permit#:� ��� 3 email: ca nuzz%.co Tax Map District: 1000 Section: I Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 1 � rNS�, �SxTUkES -Z:,/ New 110AJ!�: Square Footage: 8 7Op Circle All That Apply: Is job ready for inspection?: YES R NO []Rough In [d Final Do you need a Temp Certificate?: ❑ YES [INO Issued On Temp Information: (All informatio required) Service Size1:11 Ph3 Ph Size: A # Meters, Old Meter# New Service]Fire Reconnect[]Flood Reconnect[Service Reconnect[Underground[]Overhead # Underground Laterals 1 2 H f=ramePole Work done on Service? LjjY N Additional Information: PAYMENT DUE WITH APPLICATION \V 7A D ECMWE OCT 2 5 2021 DO OSUFF�t�c BUILDING DEPT. BUILDING DEPARTMENT-Electrical Inspector WN OF SOUTHOLD app► OGy� TOWN OF SOUTHOLD o Town Hall Annex- 54375 Main Road - PO Box 1179 y Southold, New York 11971-0959 Telephone(631) 765 �a -1802 - FAX (631) 765-9502 -�10 ro err southoldtownn . ov—seand southoldtownn . ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: 0•�' 2- Company Name: C S c 0 /eC-�,P� Electrician's Name: &-, e/ ;S.,5-7"902>,C- License No.: y36 46 14, E Elec. email: P_5cx>� Elec. Phone No: 6.S! • q7q- ©o?-'�®I request an email copy of Certificate of Compliance Elec. Address.:/,;WAiell l-p ,ypr'�i� YI �X S�g tr6 JOB SITE INFORMATION (All Information Required) Name: W e.A--r 0—.11 Address: /17-too eGc9 ��yfd Ctc �G C�Tc v� Cross Street: Phone No.: - Bldg.Permit#: 414963 email: Tax Map District: 1000 A Section:06.00 Block: 0 14 Lot: 60 0 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ® YES❑NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES❑NO Issued On Temp Information: (All information required) Service Size[--J1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals Ell 2 n H Frame Pole Work done on Service? F1 Y MN Additional Information: PAYMENT DUE WITH APPLICATION Not k.-V �� �SUFFoc,��o BUILDING DEPARTMENT-Electrical Inspector C, i TOWN OF SOUTHOLD �- • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 oy'flpl �a�! Telephone (631) 765-1802-FAX(631) 765-9502 Temporary Certificate# to L4 Date 2021 Customer Name �`a z� Electrician Name 7Es., G JC Address QNo w Ilk Phone 4 VL( 7 �© e-mail e-mail C� Phone License# Size 6 Db A Phase Overhead .Underground. #of Meters f Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done-on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the claJ5,above. Authorized by �o O�SvfF0l�OG _ Town Hall Annexes y �• Telephone(631)765-1802 54375 Main Road o ; Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 • y oy�Ol ��4 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 5126MG Owner: 'Ro.lf.2'r���� C.AiGn1,flZzl Location of Property: 12-10o aim &E G�?LtibF,r�E Please take notice that the (check applicable line): �2r' New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) �— Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): +�IoT1M �, &LEf7^S� s:ng PA4 7ppu-V Capacity(check applicable line): CftS*A 4=Ama Owner air Owner representative TrussReq%docx Effective 1/1/2015 Scott A. Russell �°s� '� IF 01R-A4WA&,IF1E1K SUPERVISOR z AMIACIN A(Gr]EIMI1EINIF SOUTHOLD TOWN HALL-P.O.Box 1179 53695 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold �l CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) IDES TIES PROJECT INVOLVE ANY OF THE (FOLLOWING. Yes I No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ®❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. �❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. �❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. I APPLICANT: (Property Owner.Design Professional.Agent.Contractor.Other) S.C.r.M. 1000 Date: ! - A j Dlstrlct NNAME: 6 � OZO Section Mock Lot ('� FOR BUILDING DEPARTMENT USE ONLY Contact Intortnatiom �t'�d•�/ T.�pb,s w"gin Reviewed By: Propertv Address/Location of Construction Work /2Date: 700 titw suFFaLk Approved for processing Building Permit. --- AVE"w ❑ Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Retluired. (Forward to Engineering Department ror Review.) FORM a SMCP-TOS MAY 2014 ZN EW YORK DepartmenTA OF t of PORTUNInr Environmental Conservation SWPPP Preparer Certification Form SPDES General Permit for Stormwater Discharges From Construction Activity (GP-0-20-00 9) Project Site Information Project/Site Name Cagnaz Residence Owner/Operator Information Owner/Operator(Company Name/Private Owner/Municipality Name) Hobbs.Inc. Certification Statement— SWPPP Preparer I hereby certify that the Stormwater Pollution Prevention Plan (SWPPP) for this project has been prepared in accordance with the terms and conditions of the GP-0-20-001. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of this permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings. John Condon First name MI Last Name May 21, 2020 S' ture Y Date Revised:January 2020 I May 21, 2020 Storm Water Pollution Prevention Plans - Narrative Report Applicant Information: Project Site Location: 12700 New Suffolk Avenue Cutchogue, NY 11935 Description of Site: This site is located in Cutchogue, Town of Southold, Suffolk County, New York(Suffolk County Tax Map: District 1000, Section 116, Block 06, Lot 14. The property is 2.61 acres and is bordered by residences to the north and west, wetlands to the east and Great Peconic Bay to the south. The site entrance is located on the south side of New Suffolk Avenue. The site currently is improved with a 1- story cottage, 2-story single family residence, garage and is serviced with utilities. The proposed facility is located within a 100-year flood plain according to the FEMA Maps. The property is not discharging to a TMDL watershed (see Figure 3). The property does discharge directly to an impaired 303(d) listed water(see Figure 3). Key Maps showing the site location on USGS Digital Raster Graphic(DRG) Quadrangle (roadway- Figure 1) and on the NYS Department of Transportation Raster Quadrangle (regional topography-Figure 2) have been included in the attached figures. ' The property was checked for historic places using the Cultural Resource Information System (CRIS) website through the NYS Parks, Recreation &Historic Preservation website. There are no historic places within the vicinity of the property. The proposed project will include the removal of the existing garage and single family residence, clearing and removal of vegetation, grading of the site and the construction of a new single family residence with an attached garage, associated driveway, swimming pool, walks, and landscaping improvements, as well as the installation of a storm drainage retention system consisting of precast drywells and pervious pavement, and the necessary public utilities. The duration of construction is expected to last 12 months and will be completed in a single phase. At the completion of the project, the site will have an impervious area of approximately 19.2%with the remaining portion of the site consisting of landscaping and existing vegetation. The site plans by Fox Land Surveying and the architect should be referenced for additional information. Storm Water Management Objectives: The storm water management objectives are as follows: • To provide on-site storage in excess of the Water Quality Volume (WQv); • Incorporation of green infrastructure techniques and standard storm water management practices with Runoff Reduction Volume (RRv); • To satisfy local requirements for storm water management; • To minimize the adverse effects of erosion and sediment transport-under extreme storm conditions. The storm water management system has been designed in conformance with the Town of Southold standards and includes precast drywells and pervious pavement. This system is intended to recharge Project: Cagnazzi Residence 1 of 6 May 21, 2020 i all runoff from a 2-inch rainfall into the ground as required by local regulations for the property. Erosion control measures, consistent with the practices outlined in the New York Guidelines for Urban Erosion & Sediment Control, have been proposed to protect both the subject property, and adjacent properties, from erosion and sediment transportation during and after construction. Pre-Development Conditions: The existing topography of the site generally slopes towards the east (lowest point at elevation 4.0)with the highest point at the northwest corner of the property (elevation 10.33). There are no steep slopes on the property with the slopes on the property less than 10%. There are no substantial depressions on the property. The property fronts Great Peconic Bay which could be vulnerable to minor coastal erosion. There are natural resource conservation areas, substantial wildlife habitats and critical environmentally sensitive areas on the existing site to the south and east. The site currently is improved with a 1-story cottage, 2-story single family residence and a garage. One test hole was performed for this project and confirm the soil types are consistent with those typically found in this area. The top strata'consist of topsoil with sandy silt and grey silt strata with mixed sand strata below. The groundwater table is approximately 7.1' below grade in the construction area. The soil classification from the USDA Soil Survey of Suffolk County lists the soil types in this area as Bs Beaches, sand, DE Deerfield loamy fine sand, 0-3 percent slopes, HaA Haven Loam, 0 to 2 percent slopes, and PIA Plymouth loamy sand, 0 to 3 percent slopes. The Hydrologic Soil Group (HSG) is"A" based on TR-55, Exhibit A: Hydrologic Soil Groups for the United States. The on-site.soil is expected to be more than adequate to allow for the infiltration of storm water. Currently,there are no storm drainage structures on-site to collect storm water. Storm water runoff currently flows overland to existing natural low areas. Post-Development Conditions: A storm water management plan has been designed in accordance with local practices and the portions of the NYS Storm Water Management Design Manual that are applicable to this type of development. The project does`not discharge directly to surface water. The project does not have a direct connection to a regulated MS4, which discharges to surface waters. In accordance with local regulations and practices, storm water runoff is designed to be collected and recharged on-site; there are no provisions for discharge of peak flows to waterways. The SWPPP was developed to meet or exceed the Water Quality Volume(WQv) and minimize the adverse effects of erosion and sediment transport in the event of an extreme flood condition. The SWPPP includes detailed measures for controlling erosion and sediment transport during construction. Upon completion of construction, disturbed areas will be graded and re-vegetated to reduce or eliminate erosion potential. Soil will be restored in areas that were compacted during construction in accordance with Table 5.3 in the New York State Stormwater Management Design Manual. The storm water management system will provide for collection,temporary storage and infiltration of runoff through precast drywells and pervious pavement for a 2-inch rainfall, in accordance with local regulations which is greater than the WQv required rainfall of 1.5 inches. The required WQv is 0.073 acre-feet. The provided runoff storage is 0.086 acre-feet. In accordance with the NYS 2015 Storm Water Design manual the site are required to provide an RRv equal to or greater than the WQv. For infiltration practices such as precast drywells, 90% of the provided capacity may be applied towards the RRv requirement. The provided RRv is 90% of 0.086 acre-feet or 0.077 acre-feet which is greater than the WQv of 0.073 acre-feet. This proposed on-site drainage system will overflow only after runoff in excess of the computed Water Quality Volume and Runoff Reduction Capacity occurs. The pre- Project: Cagnazzi Residence 2 of 6 May 21, 2020 development flow rate for the site is 0.05 CFS for a 10-year storm and 1.59 CFS for a 100-year storm. The post development rate for the site is 0.0 CFS for a 10-year storm and 1.54 CFS for a 100-year storm which is less than the pre-development rate as required. In the event that extreme rainfall events exceed the capacity of the on-site system, the post development flow rate for a 10-year storm and 100- year storms are less than the pre-development rates for the property. The total area of the site is 2.61 acres; approximately 1.5 acres of the site will be disturbed during construction. Construction is expected to begin during the fall of 2020 and continue until the fall of 2021 with no scheduled winter shutdowns. The site will have 0.50 acres of imperious coverage from roof and pavement area. The proposed buildings will be serviced by a proposed 2"water service which will provide domestic water to the existing and proposed buildings. The septic systems and water mains will be private. Utility services are typical for buildings of this size and use including telephone service, electric service, and water services for each building. The property will also be serviced with LPG or natural gas. Several pollution prevention measures will be implemented during construction for the project. To control litter, a construction fence will be installed around the perimeter of the site to reduce the spread of litter beyond the construction zone for the duration of construction. The contractor will remove any accumulated litter and debris along the perimeter fence and on-site daily. The site will be serviced by a solid waste disposal contractor that will make regular pickups of on-site dumpsters to remove accumulated construction debris. Mechanical equipment being used on site will be inspected regularly for fuel or hydraulic leaks and will be repaired, as necessary. Fuel for other equipment, paints, and any other construction chemicals to be used during construction will be applied and stored in accordance with all local, state, and federal guidelines. If there are any fuel or chemical spills during construction, the spills will be remediated in accordance with local, state, and federal guidelines. A concrete wash pit shall be installed on the property for excess concrete and to clean concrete equipment and tools. The pit should be surrounded with a soil berm, lined with hay bales, and labeled as a concrete washout pit. The pit should be located away from storm drains and wetlands to prevent contamination. The pit should be emptied when 75% capacity is reached and after the excess concrete cures. The owner/operator/contractor is responsible for inspection and proper maintenance of erosion control measures. Weekly inspections by a qualified inspector is not required since property is a single-family residence that does not directly discharge to a 303d waterway and is under 5 acres. The owner/operator/contractor is required to maintain copies of the NOI, SWPPP and general permit on-site at all times. The NOI and General Permit shall also be posted at the site at all times. The on-site contact responsible for the implementation of the SWPPP and inspection is listed below. Clay Siching, Project Manager Hobbs Inc. 2273 Montauk Highway Bridgehampton, New York 11932 0: 631.537.8620 x217 M: 631.381.2158 CSichling@hobbsinc.com www.hobbsinc.com Project: Cagnazzi Residence 3 of 6 May 21, 2020 A list of contractors'for the project to also be attached to the SWPPP. The owner or operator shall have each of the contractors and subcontractors identify at least one person from their company that will be responsible for implementation of the SWPPP. This person will be known as the trained contractor. The owner and operator shall ensure that at least one trained contractor is on site on a daily basis when soil disturbance activities are being performed. The owner or operator shall have each of the contractors and subcontractors identified above a copy of the of the following certification statement before they commence any construction activity: "I hereby certify under penalty of law that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during a site inspection. I also understand that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System ("SPDES")general permit for stormwater discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards. Furthermore, I am aware that there are significant penalties for submitting false information, that I do not believe to be true, including the possibility of fine and imprisonment for knowing violations" A signed copy of this certification is to be returned to the owner or operator identified above. The owner or operator is to attach the signed certification statement(s)to the SWPPP documents that is maintained at the site. Any new or additional contractors hired to implement the SWPPP after the start of construction must also sign the certification statement. Long Term Operation &maintenance Plan The owner of the property will be responsible for the long-term operation and maintenance plan for the post construction storm water practices on the site. The following long-term maintenance measures should be followed by the property owner on the site: • The on-site drywells are to be inspected every six months. The drywells should be pumped and cleaned if the effective depth of the"drywells is reduced more than 20%, if the bottom of the drywells are silted and have continuous standing water or are filled with debris. • The site landscaping is to be inspected every six months. Any damaged or dead shrubs or trees are to be replaced in-kind and any bare soil areas are to be reseeded as necessary. Healthy landscaping will trap sediment, limit erosion of the soil and reduce the amount of sediment from entering the drywells. Project: Cagnazzi Residence 4 of 6 May 21, 2020 Contractor Certification Page Project name: Address: All contractors and subcontractors must sign the certification statement below before they commence any construction activity. The signed copy of this certification to be returned to the owner or operator identified above. The owner or operator to attach the certification statement(s)to the SWPPP that is maintained at the site. Any new or additional contractors hired to implement the SWPPP after the start of construction must also sign the certification statement. "I hereby certify that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during a site inspection. I also understand that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System("SPDES")general permit for storm water discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of water quality standards. Furthermore, I understand that certifying false, incorrect or inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal, civil and/or administrative proceedings." General Contractor Sign Name: Title: Date: On-Site Trained Contractor responsible for SWPPP Implementation (if different from above) Sign Name: Title: Date: Company: Phone: Address: Specific portions of the SWPPP work to be performed by contactor- Sub-Contractor Sign Name: Title: Date: On-Site Trained Contractor responsible for SWPPP Implementation (if different from above) Sign Name: Title: Date: Company: Phone: Address: Specific portions of the SWPPP work to be performed by contactor: Project: Cagnazzi Residence 5 of 6 May 21, 2020 Sub-Contractor Sign Name: Title: Date: On-Site Trained Contractor responsible for SWPPP Implementation(if different from above) Sign Name: Title: Date: Company: Phone: Address: Specific portions of the SWPPP work to be performed by contactor: Sub-Contractor Sign Name: Title: Date: On-Site Trained Contractor responsible for SWPPP Implementation (if different from above) Sign Name: Title: Date: Company: Phone: Address: Specific portions of the SWPPP work to be performed by contactor: Sub-Contractor Sign Name: Title: Date: On-Site Trained Contractor responsible for SWPPP Implementation(if different from above) Sign Name: Title: Date: Company: Phone: Address: Specific portions of the SWPPP work to be performed by contactor: Project: Cagnazzi Residence 6 of 6 PROJECT: CAGNAZZI RESIDENCE DATE: MAY 21, 2020 o ♦ :� �� • .• o North Fork "'� o`� ° �+ ao g• Country.Q 4 - I 25 o North Fork = •�• h Count Club °'d � � W o — o� � r • o � S ffw old C acht ew Suffo Ab�c �� -ice • . .• +L��W- YL ,Ye- $Ctt�❑ ti � I qr"'S • .�„" � • AVE 6 _ f • • 0 _ • • •• • - a '4 IS{r t .y • • . c JACK ON nS� Kimorer pt:. ... 2 S2 0 U T 4 arratooka int 3 30 7 N O R T H 2 4 17 FIGURE 1 : USGS DIGITAL RASTER GRAPHIC QUADRANGLE SCALE:1"=1,000'± i PROJECT: CAGNAZZI RESIDENCE DATE: MAY 21, 2020 knoll"u,mmn, , FIGURE 2: NYS DEPARTMENT OF TRANSPORTATION RASTER TOPOGRAPHIC QUADRANGLE SCALE:1"=1,000'± PROJECT: CAGNAZZI RESIDENCE DATE: MAY 21, 2020 LEGEND REGULATED MS4 TMDL 303d � ;• •_'cis°-',.' Jr N .O•, g. L � Crtabp• •\•\\\ \�v \•\ Cad"tOtw 0 tYr at 0 •U T ••H •0 L D • •N OP SBR ACS . w � e SITEE ' R binr Irlr • w • ROOlB RACjp FIGURE 3: TMDL, 303d & MS4 SCALE:1"=5,000' Schedule 1 — Construction Sequence Scheduling Type Activities Number Map 5tart(Date)— Maintenance (identify name of planned (Quantity) Symbols End(Date) Actions practices) Pre During Post 0–Before Pre- Required preconstruction Construction meeting with the Town of n/a n/a Prior to the start of Actions Southampton Engineering n/a any work on the site. Division Install perimeter erosion and 1,600 L.F. See site Start:8/1/2020 Inspect every 7 days 1–Pre- sediment control and limit of plans End:8/30/2020 and make repairs as Construction disturbance fencing. Actions necessary. Install drywells,catch basins, 16 drywelis See site Start:9/12020 Inspect every 7 days 2–Runoff& piping and grade drainage Pervious Pavement plans End:7/31/2021 and make repairs as Drainage Control reserve areas and drainage swales necessary. i Clearing of site,grading areas T.B.D. See site Start:9/1/2020 Inspect every 7 days 3–Grading to sub-grade elevation for plans End:3/31/2021 and make repairs as installation of new building, necessary. parking areas and rain gardens. Install erosion control including 50,000 s.f.+/- See site Start:9/1/2020 Inspect every 7 days 4–Erosion land grading,temporary surface roughening, plans End:1/1/2021 and make repairs as Control seeding,etc. erasion control blankets necessary. Install sediment control 200 L.F.+/-silt fence See site Start:9/1/2020 Inspect every 7 days 5–Sediment including silt fence,drop inlet 0 drop inlet plans End:3/31/2021 and make repairs as Control protection,temporary and protection devices permanent seeding,etc. necessary. 6–Maintenance. A certified inspector will visit the Contractor to inspect Inspection&Plan site every 7 days or as required. n/a n/a n/a Update every 7 days and (not required) make repairs as necessary and update the SWPPP accordingly. 7–Finalize Install topsoil,landscaping,and Start:4/1/2021 Water landscaping as Grading& finalize subgrade. n/a n/a End:7/312021 necessary. Landscaping Monitor erosion and sediment Start 8/1/2020 Inspect erosion and a–Post control devices and monitor n/a n/a End:9/30/2021 sediment controls, Construction SW slope stabilization. Mgmt., drainage and steep slopes after a significant rain event and make repairs as necessary. Note: The contractor to update construction sequence schedule as necessary to reflect any schedule changes during construction. Table of Contents Table of Contents 'p-b- ------------------------------------------------ ----------------_-_.--.____—___-1. -_______..___________________________________________________-_-____.__--_._ NOl for coverage under Stormwater General Permit for Construction Activity F . . 2 ................. _____._ _....____._.__..____._... (Submission#:HNZ-XHIP,VVVFVB,version_1)- ------------ _ __ _ _... . .2. Details 2 FormInput . -- ------ --------- - -------- ----- ---------------------- --2 Owner/Operator Information 2 Projegpwiation-------------------------------------------------- - __._. _-__-.-_-__--______-____-. -___-2 Pro'ect Details 3 -- 1 ------------------------------------- Required SWPPP Components 5 -------------------..-_______.___.__---_-----------______.-------..__.--_ Erosion-&-Sediment Control Criteria 6 Post Construction Criteria 6 Post Construction SMP Identification 8 ------ ------ ------------ ----------- -_---------.-------_-_---------------...------_------..-. ....................... .,,e�__ermits Permits 10 I --4 S --------- -- ---- ---------------------------------------•--------------------------------------------------------------------- - MS4 SVVPPP Acceptance 1- -_--_ __-__-----_ ._--_ ------__-___-------------_ 1- --------------------- -------------------------------.____.-_-__-----_------ - - Owner/Operatorerfification_______________ __ ___ _ 11 Attachments----------------------------------------------------------__-_--_._-__-.-_-----------_--.-------__--_,______--_-__--_-.----�.� Status History -- 11 Processing Steps _ - ---------------------- 5/21/2020 10:41:42 AM Page 1 of 12 NOI for coverage under Stormwater General Permit for Construction Activity version 1.23 (Submission#: HNZ XH1 P-WVFVB,version 1) Details Form Alias NOI for coverage under Stormwater General Permit for Construction Activity Form Started 5/21/2020 9:11 AM by John Condon Form Submitted Submission# HNZ-XH1 P-WVFVB Submission Reason New Status Draft Active Steps Form Submitted Altemate ID: Form Input Owner/Operator Information Owner/Operator Name(Company/Private Owner/Municipality/AgencyAnstibAon,etc.) Hobbs Inc. Owner/Operator Contact Person Last Name(NOT CONSULTANT) Sichi ng Owner/Operator Contact Person First Nam Clay Owner/Operator Mailing Address 2273 Montauk Highway City Bridgehampton State NY Tip 11932 Phone 631.381.2158 Email CSichling@hobbsine.com Federal Tax ID NONE PROVIDED Project Location Project/Site Nam Cagnom Residence 5121/2020 10:41:42 AM Page 2 of 12 • 1 Street Address(Not P.O.Box) 12700 New Suffolk Avenue Side of Street South City/rown/Village(THAT ISSUES BUILDING PERMIT) Southold State NY Zip 11935 County SUFFOLK DEC Region 1 Name of Nearest Cross Street Meadow Lane Distance to Nearest Cross Street(Feet) 0 Project In Relation to Cross Street South Tax Map Numbers Section-Block-Parcel 1000-116-6-14 Tax Map Numbers NONE PROVIDED 1.Coordinates Provide the Geographic Coordinates for the project site.The two methods are: -Navigate to the project location on the map(below)and click to place a marker and obtain the XYcoordinates. -The"Find Me"button will provide the lat/long for the person filling out this form.Then pan the map to the correct location and click the map to place a marker and obtain the XYcoordinates. Navigate to your location and click on the map to get the X,Y coordinates 40.99133194942174,-72.48741520149139 Project Details 2.What is the nature of this project? Redevelopment with increase in impervious area 3.Select the predominant land use for both pre and post development conditions. Pre-Development Existing Landuse Single Family Home Post-Development Future Land Use Single Family Home 4.In accordance with the larger common plan of development or sale,enter the total project site acreage,the acreage to be disturbed and the future impervious area(acreage)within the disturbed area. ***ROUND TO THE NEAREST TENTH OF AN ACRE.*** 5/21/2020 10:41:42 AM Page 3 of 12 Total Site Area(acres) 2.6 Total Area to be Disturbed,(acres) 1.5 Existing Impervious Area to be Disturbed(acres) 0.2 Future Impervious Area Within Disturbed Area(acres) .5 5.Do you plan to disturb more than 5 acres of soil at any one time? No 6.Indicate the percentage(%)of each Hydrologic Soil Group(HSG)at the site. A(%) 100 B(%) 0 C(%) 0 D(%) 0 7.Is this a phased project? No 8.Enter the planned start and end dates of the disturbance activities. Start Date 8/1/2020 End Date 9/30/2021 9.Identify the nearest surface waterbody(ies)to which construction site runoff will discharge. Great Peconic Bay 9a.Type of waterbody identified in question 9? Wetland/State Jurisdiction On Site(Answer 9b) Other Waterbody Type Off Site Description NONE PROVIDED 10.Has the surface waterbody(ies in question 9 been identified as a 303(d)segment in Appendix E of GP-0-20-001? No 11.Is this project located in one of the Watersheds identified in Appendix C of GP-020-001? No 12.Is the project located in one of the watershed areas associated with AA and AAS classified waters? No If No,skip question 13. 13.Does this construction activity disturb land with no existing impervious cover and where the Soil Slope Phase is identified as an E or F on the USDA Soil Survey? No 5/21/2020 10:41:42 AM Page 4 of 12 ff Yes,what is the acreage to be disturbed? NONE PROVIDED 14.Will the project disturb soils within a State regulated wetland or the protected 100 foot adjacent area? Yes 15.Does the site runoff enter a separate storm sewer system(including roadside drains,swales,ditches,culverts, etc)? No 16.What is the name of the municipality/entity that owns the separate storm sewer system? NONE PROVIDED 17.Does any runoff from the site enter a sewer classified as a Combined Sewer? No 18.Will future use of this site be an agricultural property as defined by the NYS Agriculture and Markets Law? No 19.Is this property owned by a state authority,state agency,federal government or local government? No 20.Is this a remediation project being done under a Department approved work plan?(i.e.CERCLA,RCRA, Voluntary Cleanup Agreement,etc.) No Required SWPPP Components 21.Has the required Erosion and Sediment Control component of the SWPPP been developed in confonrrance with the current NYS Standards and Specifications for Erosion and Sediment Control(aka Blue Book)? Yes 22.Does this construction activity require the development of a SWPPP that includes the post-construction storrnwater management practice component(i.e.Runoff Reduction,Water Quality and Quantity Control practiceshechniques)? No IF you answered No in question 22,skip question 23 and the Post-construction Criteria and Post-construction SMP Identification sections. 23.Has the post-construction stormwater management practice component of the SWPPP been developed in conformance with the current NYS Stormwater Management Design Manual? Yes 24.The Stormwater Pollution Prevention Plan(SWPPP)was prepared by: Professional Engineer(P.E.) SWPPP Preparer Condon Engineering,PC Contact Name(Last,Space,First) Condon,John Mailing Address 1755 Sigsbee Road City Mat6tuck State NY Tap 11952 5/2112020 10:41:42 AM Page 5 of 12 Phone 6312981986 Email condon77173@optonline.net Download SWPPP Preparer Certification Form Please take the following steps to prepare and upload your preparer certification form: 1)Click on the link below to download a blank certification form 2)The certified SWPPP preparer should sign this form 3)Scan the signed form 4)Upload the scanned document Download SWPPP Preparer Certification Form Please upload the SWPPP Preparer Certification Cagnom uQppcert.pdf-05/211202010:08 AM Comment NONE PROVIDED Erosion &Sediment Control Criteria 25.Has a construction sequence schedule for the planned management practices been prepared? Yes 26.Select all of the erosion and sediment control practices that will be employed on the project site: Temporary Structural Construction Road Stabilization Dust Control Silt Fence Stabilized Construction Entrance Storm Drain Inlet Protection Straw/Hay Bale Dike Biotechnical None Vegetative Measures Protecting Vegetation Seeding Sodding Topsoiling Permanent Structural None Other NONE PROVIDED Post-Construction Criteria *IMPORTANT:Completion of Questions 27-39 is not required if response to Question 22 is No. 27.Identify all site planning practices that were used to prepare the final site plan/layout for the project. Preservation of Undisturbed Area Preservation of Buffers Reduction of Clearing and Grading Locating Development in Less Sensitive Areas 27a.Indicate which of the following soil restoration criteria was used to address the requirements in Section 5.1.6("Soil Restoration")of the Design Manual(2010 version). All disturbed areas will be restored in accordance with the Soil Restoration requirements in Table 5.3 of the Design Manual(see page 5-22). 5121/2020 10:41.42 AM Page 6 of 12 28.Provide the total Water Quality Volume(WQv)required for this project(based on final site planflayout).(Acre-feet) .073 29.Post-construction SMP Identification Use the Post-construction SMP Identification section to identify the RR techniques(Area Reduction),RR techniques(Volume Reduction)and Standard SMPs with RRv Capacity that were used to reduce the Total WQv Required(#28). Identify the SMPs to be used by providing the total impervious area that contributes runoff to each technique/practice selected. For the Area Reduction Techniques,provide the total contributing area(includes pervious area)and,if applicable,the total impervious area that contributes runoff to the technique/practice. Note:Redevelopment projects shall use the Post-Construction SMP Identification section to identify the SMPs used to treat and/or reduce the WQv required.If runoff reduction techniques will not be used to reduce the required WQv,skip to question 33a after identifying the SMPs. 30.Indicate the Total RRv provided by the RR techniques(Area/Volume Reduction)and Standard SMPs with RRv capacity identified in question 29.(acre-feet) .077 31.Is the Total RRv provided(930)greater than or equal to the total WQv required(#28)? Yes If Yes,go to question 36.If No,go to question 32. 32.Provide the Minimum RRv required based on HSG.[Minimum RRv Required=(P)(0.95)(Ai)112,Ai--(s)(Aic)] (acre-feet) NONE PROVIDED 32a.Is the Total RRv provided(#30)greater than or equal to the Minimum RRv Required(#32)? NONE PROVIDED If Yes,go to question 33. Note:Use the space provided in question#39 to summarize the specific site limitations and justification for not reducing 100% of WQv required(#28).A detailed evaluation of the specific site limitations and justification for not reducing 100%of the WQv required(#28)must also be included in the SWPPP. If No,sizing criteria has not been met;therefore,NOI can not be processed.SWPPP preparer must modify design to meet sizing criteria. 33.SMPs Use the Post-construction SMP Identification section to identify the Standard SMPs and,if applicable,the Alternative SMPs to be used to treat the remaining total WQv(=Total WQv Required in#28-Total RRv Provided in#30). Also,provide the total impervious area that contributes runoff to each practice selected. NOTE:Use the Post-construction SMP Identification section to identify the SMPs used on Redevelopment projects. 33a.Indicate the Total WQv provided(i.e.WQv treated)by the SMPs identified in question#33 and Standard SMPs with RRv Capacity identified in question#29.(acre-feet) NONE PROVIDED Note:For the standard SMPs with RRv capacity,the WQv provided by each practice=the WQv calculated using the contributing drainage area to the practice-provided by the practice.(See Table 3.5 in Design Manual) 34.Provide the sum of the Total RRv provided(#30)and the WQv provided(#33a). NONE PROVIDED 35.Is the sum of the RRv provided(#30)and the WQv provided(#33a)greater than or equal to the total WQv required (#28)? NONE PROVIDED If Yes,go to question 36. tf No,sizing criteria has not been met;therefore,NOI can not be processed.SWPPP preparer must modify design to meet sizing criteria. 36.Provide the total Channel Protection Storage Volume(CPv required and provided or select waiver(06a),if 5/21/2020 10:41:43 AM Page 7 of 12 applicable. CPv Required(acre-feet) NONE PROVIDED CPv Provided(acre4set) NONE PROVIDED 36a.The need to provide channel protection has been waived because: Site discharges directly to tidal waters or a fifth order or larger stream. 37.Provide the Overbank Flood(Qp)and Extreme Flood.(Qf)control criteria or select waiver(#37a),if applicable. Overbank Flood Control Criteria(Qp) Pre-Development(CFS) NONE PROVIDED Post-Development(CFS) NONE PROVIDED Total Extreme Flood Control Criteria(Qf) Pre-Development(CFS) 1.59 Post-Development(CFS) 1.54 37a.The need to met the Qp and Of criteria has been waived because: Site discharges directly to tidal waters or a fifth order or larger stream. 38.Has a long term Operation and Maintenance Plan for the post-construction stormwater management practice(s) been developed? Yes If Yes,Identify the entity responsible for the long term Operation and Maintenance Property Owner 39.Use this space to summarize the specific site limitations and justification for not reducing 100%of WQv required (#28).(See question#32a)This space can also be used for other pertinent project information. NONE PROVIDED Post-Construction SMP Identification Runoff Reduction(RR)Techniques,Standard Stornwater Management Practices(SMPs)and Alternative SMPs Identify the Post-construction SMPs to be used by providing the total impervious area that contributes runoff to each technique/practice selected.For the Area Reduction Techniques,provide the total contributing area(includes pervious area) and,if applicable,the total impervious area that contributes runoff to the technique/practice. RR Techniques(Area Reduction) Round to the nearest tenth Total Contributing Acres for Conservation of Natural Area(RR-1) 1.1 Total Contributing Impervious Acres for Conservation of Natural Area(RR-1) 0 Total Contributing Acres for Sheetftow to Riparian Buffers/Filter Strips(RR-2) 1.1 Total Contributing Impervious Acres for Sheetilow to Riparian Buffers/Filter Strips(RR-2) 0 5/21/2020 10:41:43 AM Page 8 of 12 Total Contributing Acres for Tree Planting/Tree Pit(RR-3) 0 Total Contributing Impervious Acres for Tree Planting/Tree Pit(RR-3) 0 Total Contributing Acres for Disconnection of Rooftop Runoff(RR-4) 0 RR Techniques(Volume Reduction) Total Contributing Impervious Acres for Disconnection of Rooftop Runoff(RR-4) 0 Total Contributing Impervious Acres for Vegetated Swale(RR-5) 0 Total Contributing Impervious Acres for Rain Garden(RR-6) 0 Total Contributing Impervious Acres for Stormwater Planter(RR-7) 0 Total Contributing Impervious Acres for Rain BarrellCistern(RR-8) 0 Total Contributing Impervious Acres for Porous Pavement(RR-8) 0.08 Total Contributing Impervious Acres for Green Roof(RR-10) 0 Standard SMPs with RRv Capacity Total Contributing Impervious Acres for Infiltration Trench(14) 0.08 Total Contributing Impervious Acres for Infiltration Basin(1-2) 0 Total Contributing Impervious Acres for Dry Well(1.3) 0.42 Total Contributing Impervious Acres for Underground Infiltration System(1-4) 0 Total Contributing Impervious Acres for Bioretention(F-5) 0 Total Contributing Impervious Acres for Dry Swale-(0=1) 0 Standard SMPs Total Contributing Impervious Acres for Micropool Extended Detention(124) 0 Total Contributing Impervious Acres for Wet Pond(P-2) 0 Total Contributing Impervious Acres for Wet Extended Detention(P-3) 0 5/21/2020 10:41:43 AM Page 9 of 12 r Total Contributing Impervious Acres for Multiple Pond System(P-4) 0 Total Contributing Impervious Acres for Pocket Pond(P3) 0 Total Contributing Impervious Acres for Surface Sand Filter(F4) 0 Total Contributing Impervious Acres for Underground Sand Filter(F-2) 0 Total Contributing Impervious Acres for Perimeter Sand Filter(F3) 0 Total Contributing Impervious Acres for Organic Filter(F-4) 0 Total Contributing Impervious Acres for Shallow Wetland(W-1) 0 Total Contributing Impervious Acres for Extended Detention Wetland(W2) 0 Total Contributing Impervious Acres for PondNVetiand System(W3) 0 Total Contributing Impervious Acres for Pocket Wetland(W-4) 0 Total Contributing Impervious Acres for Wet Swale(¢2) 0 Alternative SMPs(DO NOT INCLUDE PRACTICES BEING USED FOR PRETREATMENT ONLY) Total Contributing Impervious Area for Hydrodynamic 0 Total Contributing Impervious Area for Wet Vault 0 Total Contributing Impervious Area for Media Filter 0 "Other"Alternative SMP? 0 Total Contributing Impervious Area for"Other' 0 Provide the name and manufaturer of the alternative SMPs(i.e.proprietary practice(s))being used for WQv treatment Note: Redevelopment projects which do not use RR techniques,shall use questions-28,29,33 and 33a-to provide SMPs used,total WQv required and total WQv provided for the project Manufacturer of Alternative SMP NONE PROVIDED Name of Alternative SMP NONE PROVIDED Other Permits 5/21/2020 10:41:43 AM Page 10 of 12 40.Identify other DEC permits,existing and new,that are required for this project/facility. Tidal Wetlands If SPDES Multi-Sector GP,then give permit ID NONE PROVIDED If Other,then identify NONE PROVIDED 41.Does this project require a US Army Corps of Engineers Wetland Permit? No If"Yes,"then indicate Size of Impact,in acres,to the nearest tenth NONE PROVIDED 42.If this NOI is being submitted for the purpose of continuing or transferring coverage under a general permit for stormwater runoff from construction activities,please indicate the former SPDES number assigned. NONE PROVIDED MS4 SWPPP Acceptance 43.Is this project subject to the requirements of a regulated,traditional land use control MS4? No If No,skip question 44 44.Has the"MS4 SWPPP Acceptance"form been signed by the principal executive officer or ranking elected official and submitted along with this NOI? NONE PROVIDED MS4 SWPPP Acceptance Form Download Download form from the link below.Complete,sign,and upload. MS4 SWPPP Acceptance Form MS4 Acceptance Form Upload NONE PROVIDED Comment NONE PROVIDED Owner/Operator Certification Owner/Operator Certification Form Download Download the certification form by clicking the link below.Complete,sign,scan,and upload the form. Owner/Operator Certification Form(PDF.45KW Upload Owner/Operator Certification Form NONE PROVIDED Comment NONE PROVIDED Attachments Date Attachment Name Context Md 5/21/202010:08 AM Cagnom swpppcertpdf Attachment Jo Status History 5/21/2020 10:41:43 AM Page 11 of 12 User Processing Status 5/21/2020 9:11:10 AM John Cordon Draft Processing Steps Step Name Assigned To/Completed By Date Completed Form Submitted Under Review DAVID GASPER 5/21/2020 10:41:43 AM Page 12 of 12 Owner/Operator Certification rorm SPDES General Permit For Stormwater Discharges From Construction Activity (GP-0-20-001) Project/Site Name: Cagnazzi Residence eNOI Submission Number: HNZ-XH1 P-WVFVB eNOI Submitted by: ❑ Owner/Operator ❑✓ SWPPP Preparer Ej Other Certification Statement - Owner/Operator I have read or been advised of the permit conditions and believe that I understand them. I also understand that, under the terms of the permit, there may be reporting requirements. I hereby certify that this document and the corresponding documents were prepared under my direction or supervision. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations. I further understand that coverage under the general permit will be identified in the acknowledgment that 1 will receive as a result of submitting this NOI and can be as long as sixty (60) business days as provided for in the general permit. I also understand that, by submitting this NOI, I am acknowledging that the SWPPP has been developed and will be implemented as the first element of construction, and agreeing to comply with all the terms and conditions of the general permit for which this NOI is being submitted. Owner/Operator First Name M.1. Last Name C I ay S i Ch l i n g , Digitally signed by Clay Sichling -Date: 2020.05.28 15:11:39 -04'00' Signature 05/28/2020 Date STORM WATER POLLUTION CONTROL NOTES: N Z Sita Description: (D well in 9 W o a CASE RD. Construction activities will include the clearing and grading of the site,removal of the existing garage and main house and the construction of a new 2-story house with attached garage with an in-ground Well) OQ w s swimming pool with associated walks,driveway,and landscaping improvements,as well as the installation of a storm drainage retention system to recharge the runoff from a 2"rainfall,new sewage p ¢ disposal system and the necessary public utilities. All improvements to conform to state,county and local standards and specifications. C0 Y LUSee attached detailed architectural,landscape and civil drawings for proposed improvements to the property. NEW SUFFOLK AVENUE 0s General Sequence of Site Activities: LU 3: 1. Installation of perimeter erosion control measures(silt barriers,construction entrance,etc.). - _ • (D wellin PROJECT 2. Clearing and rough grading,stockpile of topsoil and backfill materials. _ - 9 VVI 3. Installation of storm drainage and sewage disposal systems. _ •_ Well) LOCATION 4. Installation of building foundations. _ . CREAT pECOM 5. Installation of site utilities. C BA y 6. Installation of walks,and driveways. I 7. Fine grading and vegetative stabilization(topsoil,seed,sod). _ 8. Installation of landscaping. OLE _ LOCATION MAP POLE � - .� (�well in 9 W Sita Data: � _ . �PUblic 1"=600' NY NEW _ . W p ter Site Area: 2.61 acres //43 4S _ •_ 17325 �N UFFO ' - ' _ WATER QUALITY VOLUME WQV CALCULATION. Area of Disturbance: 1.50 acres �K q _ '_ Im rvious cover 19.2% S7g 35 » POL EDS NO, - _ ._ TRIBUTARY AREA: � ' Ot'J E #42E 4 E OF AVEM _ . PAVEMENT/ROOF AREA: 21,806 SF=0.50 ACRES Pre Development Runoff Coefficient: 45 / (DEED ENT _ LANDSCAPE AREA: 91,886 SF=2.11 ACRES i DC \ Sig 35'OO.E) Post-Development Runoff Coefficient: 49 WATER QUALITY(WQV)CALCULATIONS: EX.GARAGE TO BE REMOVED ROq pl/NE/AS MO _ ._ ° Soil Classification: Bs Beaches,sand,DE Deerfield loamy fine sand,0-3%slopes,HaA Haven Loam,0-2%slopes,and PIA Plymouth loamy sand,0-3% I I� NNMENTEO 4 I _ IMPERVIOUS COVER(1) =19.2/° percent slopes i 90%RAINFALL EVENT(P) =1.5 INCHES CONCRETE WASHOUT Receiving Waters: Great Peconic Bay / 1 34 , R 0.05+0.009 X 19.2% =0.2228 PROPOSED ELECTRIC SERVICE i :�l J - / 6.5Q Pollution Control Measures: / A=2.61 ACRES :•1 \p ; / \ POLE In accordance with the provisions of the USEPA General Permit,storm water management and erosion and sediment control measures including,but not limited to,the following shall be employed 1 x .. l j \ / C #40 O WQV=(P X RV X A)112(AC-FT) durhg construction: / PROPOSED WATER SERVICE PROPOSED WQV0.073AC-FT g y Pp I A. Existing vegetation to remain shall be protected b installation of construction fence or other approved means and shall remain undisturbed. co., i :� .:� (� � / � / // � r� = / w SANITARY SYSTEM ( �/ / B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are exposed.Graded and stripped areas shall be kept stabilized through the i '�, ! BURIED'PROPdNE j/ / /� / i 4S ) RUNOFF REDUCTION VOLUME RRV use of temporary seeding as required.Seed mixtures shall be in accordance with Soil Conservation Service recommendations. A maximum of 5 acres shall be disturbed at one time unless written GENERATOR i 7 f TANKS+ o/ j / 3 permission is granted by the NYSDEC. od CONCRETE APRON d- 3 Ps. ••. �/2 o _Z / ��' / CALCULATION: 4�-0° X 1 O�-$�� / i �`��/ J ti0/� o�o C. Bare soils shall be seeded within 14 days of exposure,unless construction will begin within 21 days,as sections are completed,or if construction on an area is suspended,the area shall be seeded ADCl AIC=IMPERVIOUS AREA: =0.50 ACRES immediately. �Q) / IMPERVIOUS COVER(1) =100% a. Seed preparation-scarify soil if compacted,remove debris and obstacles such as roots and stumps. / - L DC r F ` �T�' A // / �• / S=90%FOR INFILTRATION SMP'S b. Soil amendments: 1• I r-- - F_x diF F / j / b,a. Lime to pH 6,0. LG F ' At=(S)(AIC) =0.45 ACRES b.b. Fertilize with 6600 lbs.of 5-10-10 or equivalent per acre(14 lbs,1100 sq.ft,). r LG / ' F LG LG LG i / ! RV"=0.05+0.009 X 100% =0.95 c. Seed Mixtures t / c.a. Temporary seedlings F LG LG LG t PS Syof� T DC ( / 90%RAINFALL EVENT(P) =1.5 INCHES c.a.a. Ryegrass(annual or perennial)@ 30 lbs.per acre(0.7 lbs.per 1,000 sq.ft.) U + r LG LG 98 ` �� q 1 r c.a.b. Certified'Aroostook"winter rye(cereal rye)@ 100 lbs,per acre(2,5 lbs.per 1,000 sq.ft.).Use winter rye if seeding in October/November. F LG LG Wq TER LG S se v f RRV=(P X RV*X AI)112(AC-FT) c.b, Permanent seedlings-See Landscaping Plans. so 1 LG 7 e. 5 RRV=0.053 AC-FT D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from cleared slopes. L Q ro 1 2Q11' PS � � �° ,r,ST O O O `O M - w .:".` o- "�' \� f C' 'Qq ��J 6 TOTAL STORAGE PROVIDED IN QRYWELLS AND FRENCH DRAIN=0,086 AC-FT E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems.Sediment barriers shall be installed along the limits of disturbance priorto cr 0- T o �FOTJ �F' o� the start f construction 1 P P 9 Y 9 P p Q • 1 q / F, P `L rt o co st uctlon and shall be maintained until construction is complete. Sediment to be removed from the sediment traps and ponds when the design capacity is reduced b 50%. 9 P ty Y (/j 3 0�\ a ��l DW ------77,7, °88C'F` �,,� .�� ���\�\�'1 THE STORM WATER MANAGEMENT SYSTEM WILL PROVIDE FOR COLLECTION,TEMPORARY STORAGE AND INFILTRATION � zM f P 1 J P 1 F F y e � 0 RUNOFF THROUGH PRECAST -I RAINFALL, N A v- O 0 OUGH PREC S DRYWELLS FOR 2 NCH R LL I ACCORDANCE WITH LOCAL REGULATION WHICH CH F. �x"� \ A stabilizedconstruction n O s � e trance hall maintained J \ \ s be to revert soil and loose debris from bels tracked onto local roads,The construction entrance shall be maintained until the site is permanently N y �,� P 9 P Y ti O IS GREATER G T R THAN THE REQUIRED RAINFALL F 1. INCHES. THE RE IR - QV QU L 0 5REQUIRED WQV IS 0,073 ACRE-FEET. THE ,,,.'.fir: . � s• o •.� F 0 Ostabilized. An sediment tracked onto public roadways to be removed or cleaned on a daily basis. m "' rn � .: ' �'�..�c.K t OY P Y Y -?" � 11APROVIDED RUNOFF STORAGE IS 0,086 ACRE-FEET. IN ACCORDANCE WITH THE NYS 2015 STORM WATER DESIGN MANUAL L J r' �5. THE SITE I REQUIRED �.��. �r :v:�� STO PROVIDE AN RRV EQUAL OR GREATER THAN TH 1 F \ .•' QU 0 E W V. FOR INFILTRATION PRACTICE \. Q S SUCH . Q :%•% :::�:::.�;.:.°';:i:.::ir k ,�5,., o .••'• '� G. A qualified inspector to conduct site inspections and document the effectiveness of all erosion and sediment control practices eve seven days or after a y"inch rain event.Inspection reports shall T � I �O O 0 c�F,� AS PRECAST DRYWELLS,90%OF THE PROVIDED CAPACITY MAY BE APPLIED TOWARDS THE RRV REQUIREMENT. THE be maintained in a site log book, p every Y z P P DW E / P\' PROVIDED RRV IS 90%OF 0.086 ACRE-FEET OR 0,077 ACRE-FEET WHICH IS GREATER THAN THE REQUIRED W V OF 0.073 .. ............... Q .;;.;c:.:at•;::.::<:... ACRE-FEET. G• \..•' \ ( '6� \ /• \\ �O H. All runoff shall be retained on-site in accordance with local regulations and approvals. Drainage inlets installed on-site shall be protected from sediment buildup through the use of appropriate inlet O protection. G •a• \M \ O� p ;;..,;.-...,.,.,...-;;..,.,:...........:...,...; ;-•_-.. �DC . - �. O'1`\� \/ I. 'Appropriate me ans shall be used to control dust during construction. Water until the surface is wet and repeateast as needed. Water shall be aPPIl ed at rates so that runoff does not occur. J. Sediment harn'ers an other erosion control measures shall re 'm in place until upland disturbed areas arepermanentlystabiiized.Following permanent stabilization,paved areas shall l be cleaned�-� - •' of soil and debris and drainage systems shall be cleaned and Gushed as necessary. •.• 'na es s DW .....,>::;;•:.;rf� . ..........:..:...... .. .1, -1 K. The owner/operator/contractori responsible:.::-;:•:.,::,:.;:-;.=,::<;,;.;,> �1}, s for ins inspection and proper maintenance of erosion control measuires. Inspections `• " � �;_:•;,,,;;•;;:`.;, ,;,; QU.I. `�->;, ;,��� ;, , ,; ,,, P P P must be performed by a certified erosion control specialist,licensed AR ,;,,., ; ,,;, „ / professional engineer or a trained technician working under the supervision of a licensed professional engineer eve seven calendar days immediate/ after nods of rainfall rester than one t �G� •,� � // � J � every Y Y Pe 9 t ; E 11 r / O O Q• half inch. Maintenance measures are to include,but are not limited to;cleaning of recharge basins,sediment traps and drywells,cleaning and repair of sediment barriers,repair of berms and runoff DW :: t..$� .::;.: / -1 t` diverters,and cleaning and repair of inlet protection devices. The owner/operator/contractor is required to maintain copies of the N01,SWPPP andgeneral permit on-site at all times. The N01 and ::;?i>:, :: ::.:..�•.rJ- ';%:>;;%2:�a?s;<?.:;;?:::i::�.<:;;� :?:;:,;-:::::.:,��): :- :" ..:.. ':':`• .::.f,.,;•;,,•, .•• ! � / Q� � ^� General Permit shall also be posted at the site at all times. P 9 L \ :::;:zc:cc.l: :•:::;::..:..:.:•::..::..:... :.:....:...:.:. O L. During construction thecontr contractor 81?�X 5 DEEP ROOF DRYWEL ;:;;:>:�:,: ,., , �. ,,. , , , _ , -....,•.�., / �' g a I comply with all local regulations concerning the disposal of solid waste,debris and toxic and hazardous waste,as well as P � sanitarysewer and septic system R s �v (TYP. OF 15) DW y t P OO VCR , h ' O regulations. Temporary fencing shall be erected around the perimeter of the site along with the placement of dumpsters to control the buildup of debris.The contractor should periodically cleanup 1 Ef ..1FRR any debris accumulated along the temporary fence and empty the dumpsters regularly. pw (SEE DETAIL) 5 1 _.,(.`�. .. +:�.t :•::. `�P;q�y!:.... �(3,g� �Q_T--•...-,�:. . M. See landscaping Planspermanentfor vegetation stabilization .. :..,...... . PS N. -i he contractor must complete the construction sequence schedule in the report with start and end dates. P q p 0. Unless otherwise directed by the owner,the contractor is responsible for maintaining the necessary records of construction activities preparation of inspection reports,and reporting release of Pollutants to the proper as necessary to comply with the SPDES General Permit. The contractor will report any required modifications to the SWPPP necessitated by field conditions or re;: :.:.; ) t ::;; is<'::;{;-'.T :::_;•:•.::.::: ::::.. _-- construction activities to the Engineer for f ,• vi g revision the SWPPP where appropriate. o -_ DW / / P. The N01,SWPPP and inspection reports required by this permit are public documents that the owner or operator must make available for review and copying by any Person within five(5)businessPSO t / / LEGEND PROPOSED days of the owner or operator receiving a written request by any such person to review the NOI,SWPPP or inspection reports.Copying of documents will be done at the requester's expense. EXISTING W ` EXISTING WELL TO BE ABANDONED Q. Alter the project is complete,the ownerloperator will be responsible for filing a Notice of Termination(NOT)with the NYSDEC to close out the open SPDES General Permit for the stomt water runoff POOL D yr DW / / j from the construction activity. f?OROOF DRYWELL W/CONC.COVER °W DC R. Post storm water measures to be inspected bi-annually. Sediment and debris to be removed from storm water structures as necessary and landscaping to be supplemented and maintained as LU ELECTRIC SERVICE necessary. O rC 01 LE l WATER SERVICE . • . Certifications: r I u0 I 1 PS / O(� �� C Q N i / 6.50 41i ) N Ci Ga�� <1 1 DROP INLET PROTECTION Notes: 'I certify that I have read or been advised of the permit conditions and believe I understand them. I am aware of the requirements of the SPDES General Permit No,GP-0-15-002 for storm water O " \' from the construction activity and will comply with the preparation of the Notice of intent(N01),Sedimentation and Erosion Control Plan and the Storrs Water Pollution Prevention Plan." runoff POOL EQUIPMENT / \ CONCRETE APRON O� •�Z? �O \�� PROPERTY LINE Owner/Operator: Name Date 4'-0° X 8'-0" �� �� ���� DRAINAGE CALCULATIONS: STOCKPILE AREA �Ort,F Q �� �� THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR SILT FENCE OperatorlEngineerOertification: / \ EDGE OF O A 2"RAINFALL. STORAGE TO BE PROVIDED IN 8'DIAMETER DRYWELLS I hereby certify under penalty of law that the Storm Water Pollution Prevention Plan(SWPPP)has been developed in accordance with the New York State Storm Water Management Design Manual,the ARING F F�6J PROVIDING 42.24 CF PER VERTICAL FOOT OF STORAGE AND PERVIOUS DUST CONTROL New York State Standards and Specifications for Erosion and Sediment Control,Best Management Practices as necessary to conform to USEPA Storm Water Pollution Regulations,and the terms and PAVEMENT WITHIN THE 40%VOIDS. THE DESIGN IS BASED ON THE C conditions of the New York State Pollution Discharge Elimination System(SPDES)general permit for storm water discharges from construction activities. FOLLOWING RUNOFF COEFFICIENTS:ROOF 1.0,PERVIOUS PAVEMENT 1.0, GEOTHERMAL WELLS I h Sign Name: JOHN J CONDON,PE Title: ENGINEER Date MAY 21,2020 STABILIZED CONSTRUCTION ENTRANCE MAIN HOUSE BUILDING 5 PATIO AREAS `C / LIMIT OF CLEARING GRADING& STORAGE REQUIRED: Contractor Certification: / ROOF AREA: 16,760 SF X 1.00 X 2"112=2,793 CF GROUND DISTURBANCE&LINE PERMANENT SEEDING Pg I hereby certify under penalty of law that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector SILT FENCE(65,340 S.F.) 2,793CF/42.24 CFNF=66.1 VERTICAL FEET REQUIRED during a site inspection.I also understand that the owner or operator must comply with the terms and conditions of the most current version of the New York State Pollutant Discharge Elimination System ("SPDES")general permit for stormwater discharges from construction activities and that it is unlawful for any person to cause or contribute to a violation of water clualitv standards.Furthermore I am STORAGE PROVIDED: PERVIOUS DRIVEWAY aware that there are significant penalties for submitting false information,that I do not believe to be true,including the possibility of fine USE 14-8'OJ DRYWELLS-5 VF EACH=70 VF>66.1 and imprisonment for knowing violations Note:The Contractor and all sub-contractors must sign this Certification. COTTAGE AREAS PROPOSED FUTURE 50%EXPANSION POOL � F j STORAGE REQUIRED: Sign Name: Title: Date 1� FOCF \ f j ZpN£ ROOF AREA: 1,547 SF X 1.00 X 2"/12=258 CF Address Phone REVISIONS aZ8 TEST HOLE DATA PROPOSED LEACHING POOL LG 4 258 CF/42.24 CFNF=6.1 VERTICAL FEET REQUIRED � � N� �/ •`'...., �',., \ �'\\ � �) /v) EL 7 9 Sign Name: Title: Date Na ,� STORAGE PROVIDED: PROPOSED NITROGEN TREATMENT TANK o 0 0 s DARK BROWN LOAM(OL) USE 2-8'0 DRYWELLS•5 VF EACH=10 VF>6.1 Address Phone 68-18 \ \ BROWN SILTY SAND(SM) �, � FRONT PERVIOUS DRIVEWAY Sign Name: Title: Date BROWN SANDY SILT(ML) DRIVEWAY 3,499 SF X 0.70 X 7712= 583.2 CF SURFACE WATER FLOW E ----- \ 5.9'WATER TABLE EL.2.0(HIGHEST EXPECTED) Address Phone 6.9 STORAGE PROVIDED: PALE GREY SILT(ML) USE 3,499 SF X 5"/12 X 1.00 X 40%=583.2 CF>583.2 CF Sign Name: Title: Date pR�xiMq F yNc✓ J6 7.0' /1 W M 9 `� PALE BROWN FINE SAND(SP) r./ Address Phone 7.1'WATER TABLE EL,0.8 S.C.T.M.: DIST. 1000 SEC. 116 BILK. 6 LOT. 14 0/ \ /C WATER IN PALE BROWN FINE SAND(SP) ■ ■ CAG N All I RESIDENCE & Scale: 1"=30' Condon Engineering P.C. SWPPP-1 Y Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education 12700 NEW SUFFOLK AVENUE U E SITE PLAN17' Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Si sbee Road C U TC H OG U E, NY F SCALE. 1°=30 TESTHOLE BY McDONALD GEOSCIENCE Drawn b JJC g SCALE: the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Y� Mattituck New York 11952 DATED FEBRUARY 7,2019. Land Surveyor shall affix to the item histher seal and the notation"Altered by"followed by his/her GROUNDWATER ENCOUNTERED 7.1' signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 (631) 298-2651 faX STORM WATER POLLUTION BELOW GRADE. Date:5121/2020 g g PREVENTION PLAN (SWPPP) www.condonen ineerin .corn 2 8'-0" PROTECT FRENCH DRAIN WITH 6 OZ. SEE PRECAST STRUCTURE NOTES FOR (MIN.)NONWOVEN GEOTEXTILE(FILTER REINFORCING REQUIREMENTS. FABRIC)MIRAFI 140N OR AN APPROVED - EQUAL UNTIL LANDSCAPING AND GRASS IS ESTABLISHED.. SEED OR SOD i� �`� INSTALL DUMMY RINGS AND/OR DOME AS PROPOSEDNECESSARY TO BRING SYMBOL :..:. .. , . . .. .. 6"0 PVC \��\ STRUCTURE TO GRADE HEAVY DUTY MANHOLE FRAME AND 4"MAX. ,•`";SANDY TOI�SOIL ;:"' ``• PERFORATED PIPE 1 SLOTTED COVER CAMBELL FOUNDRY CO. 2"X4" WOOD FRAME MIN.2BRICK PATTERN No.1383 OR SOLID MANHOLE t I COURSES COVER PATTERN No.1012A-TYPE C OR AN EC❑NSTRUCTI ❑ N SPECIEICATI ❑NS o o I CONCRETE COLLAR APPROVED EQUAL. AS NECESSARY FINISHED GRADE CONCRETE COVER FABRIC WRAP WITH 6 OZ.(MIN.)NONWOVEN o o �� i IN GRASS AREAS 1,5 MAX, j �- J 1, ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING GEOTEXTILE(FILTER FABRIC)MIRAFI STAKE-� CLEARING AND C❑NSTRUCTI❑N IN ACCORDANCE WITH THE APPROVED EROSION AND 140N OR AN APPROVED EQUAL. % " -- 24 m 1 MIN. \\\ SEDIMENT CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED, \\/ \/\\/\\o c _,-' U_ 0 2'MAX. \ \ \ \ \//\//\//\//\//\//\//\//\//\ *CLASS I OR II MATERIAL PLACED SEE PRECAST STRUCTURE z L 2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED, \j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/ AND COMPACTED IN ACCORDANCE NOTES FOR REINFORCING PLAN VIEW 3 MIN, APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED ER❑SI❑N AND \��\\/\i�\/\ \��\i�\\/�\��\��\\/�\\/�\\i�\\/� WITH ASTM D2321 IN PIPE ZONE. REQUIREMENTS �S"R ......: IpO�' w SEDIMENT CONTROL PLAN, LEACHING BASIN NOTES: :u!REQ.:::,. *sRE.°" m EXCAVATE THROUGH BOG AND CLAY INTO A VIRGIN M1 2,3 OR 4 FOOT SECTIONS z �_I�_III I 3, TOPSOIL REQUIRED FOR THE ESTABLISHMENT ❑F VEGETATION SHALL BE STOCKPILED STRATA OF SAND AND GRAVEL. BACKFILL WITH SEE SHEETSWPPP-1 FOR 1.ALL DRAINAGE STRUCTURES SHALL BE PLACED AS NECESSARY O :•�• . N. Q SUITABLE POROUS SAND AND GRAVEL MATERIAL. FRENCH DRAIN LOCATIONS. IN ACCEPTABLE LEACHING SOILS AS APPROVED WRAP WITH 6 OZ.(MIN.)NONWOVEN ' ' :': E,. .s w _ _ - IN AMOUNT NECESSARY TO COMPLETE FINISHED GRADING ❑F ALL EXPOSED AREAS, GEOTExrILE(FILTERFABRIC)ANDAT '3.GQLLA�R; `. Z LL FRENCH DRAIN DETAIL M THE ENGINEER, IN THE EVENT POOR LEACHING 4, AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO MATERIAL IS ENCOUNTERED,EXC,4VATIONISTO TOP OF COLLAR BY MIRAFI OR AN w z BURIED FABRIC (12' BE CONTINUED TO SUITABLE MATERIAL AND APPROVED EQUAL. :.. ::.,• •: PRECAST DRAINAGE z C g DROP INLET REMOVE TREES, VEGETATION, R❑❑TS ❑R OTHER OBJECTIONABLE MATERIAL. a BACKFILLED AS DETAILED. RINGS = N WITH GATE BELOW GRADE) SHEET PILING AS REQUIRED-- " .`'.. ',:" O ¢ w FRAME 5, AREAS WHICH ARE T❑ BE T❑PS❑ICED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 2. NO TRENCH,PIT OR OTHER EXCAVATION SHALL a z FOUR INCHES PRIOR T❑ PLACEMENT OF TOPSOIL, BE LEFT OPEN OR UNATTENDED. EXCAVATIONS EXCAVATE AND BACKFILL3FEETAROUND TO BE PROTECTED AS DIRECTED BY THE LEACHING RINGS WITH SUITABLE POROUS . , 6, ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, ENGINEER WITH FENCES,BARRICADES AND MATERIAL AS APPROVED BY THE ENGINEER, caj j SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED T❑ OTHER APPROVED METHODS. ::. :'' w A 12"MIN. a c> SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC, SHALL BE COMPACTED "' 12' DRIVE STAKES 3. ALLOW FOUR(4)INCHES FOR FINAL ADJUSTING w �- A MIN, ❑F 18" IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES, OF CASTING. ADEQUATE BEARINC WILL BE I ( I PROVIDED USING CONCRETE BLOCK,BRICK ' �- BELOW GRADE DOWNSPOUT 7, ALL FILL SHALL BE PLACED AND COMPACTED IN LAYERS NOT T❑ EXCEED 9 INCHES (SEE ARCHITECTURAL PLANS) AND/OR 1:2 MORTAR MIX. , . . . ..::",•''::••,:'.•:a •..•'; •:.:.�� -.'• GATHER EXCESS IN THICKNESS, A T CORNERS m T 4. THE CONTRACTOR SHALL PROVIDE ADEQUATE ,. .'::•;�•:z ;:-', .':;':'••::> DOWNSPOUT ADAPTER(ADS SHEETING AND SHORING DURING TRENCHING TO 8, EXCEPT FOR APPROVED LANDFILLS, FILL MATERIAL SHALL BE FREE ❑F FROZEN OR APPROVED EQUAL) o INSURE THE SAFETY OF WORKMEN AND THE :' •> . PARTICLES, BRUSH, ROTS, SOD, OR OTHER F❑REIGN OR OTHER ❑BJECTI❑NABLE (SEE CHART FOR PART NUMBER) T " '' :.;. C ❑ NSTRUCTI ❑ N SPECIEICATI ❑N S m GENERAL PUBLIC EXPOSED LATHE HAZARDS OF MATERIALS THAT WOULD INTERFERE WITH ❑R PREVENT CONSTRUCTION ❑F � FALLING AND SLIDING MATERIAL IPI, EXCAVATEAMINIMUMOF6'INTO '� •"� '� SATISFACTORY FILLS, z CONFORMANCE WITH THE REQUIREMENTS OF THE VIRGIN STRATA OF SAND AND TITLE 29 CODE OF FEDERAL REGULATIONS,PART GRAVEL OR TO BOTTOM OF DRYWELL ELEVATION VIEW 1. FABRIC SHALL HAVE AN EOS OF 40-85, BURLAP MAY 9, FROZEN MATERIALS OR SOFT, MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL 1926,SAFETY AND HEALTH REGULATIONS FOR WHICHEVER IS DEEPER. BE USED FOR SHORT TERM APPLICATIONS, NOT BE INCORPORATED IN FILLS, CONSTRUCTION(OSHA). PROPOSED GRADE 5. BACKFILL AND COMPACTION SHALL BE IN 6" 2. CUT FABRIC FROM A CONTINU❑US ROLL TO ELIMINATE JOINTS. IF 10. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES, LIFTS. ALLLANDCOMATE ION.TO SHL DRYWELL DETAIL JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE, %��%�\%��i�` COMPACTED BY JETTING OR OTHER APPROVED 3, STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT, 11, ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF 450 BEND(MAX.) MEANS. NOT TO SCALE METAL WITH A MINIMUM LENGTH OF 3 FEET, DEVELOPMENT, cm 6"ADSPIPE(LENGTHVARIES) W 4, SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A 12. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN 8 MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN SNAP CONNECTION WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. OR OTHER APPROVED METHOD, N 450 BEND(MAX.) Z 5, FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND 13, ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLL❑WING PART# PIPESIZE A B C o BACKFILLED, IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME, 0364AA 3" 2.50" 3.25" 4.75" FINISHED GRADING, 0464AA 4" 2.50" 3.25. 4.75" o 0465AA 4" 3.25" 4.50" 5.00" i 6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST B SHOWN ON THE PLANS AND 0466AA 4" 2.56" 2.56" a.s3° 6"ROOF DRAI LATERAL Z ;';'.'.;`:;.• : : .•`,, :.,:'< 314"JERSEY SHORE GRAVEL 14, STOCKPILES, BORROW AREAS AND SPOIL AREAS SHALL E WITH WYE(TYP.) OF THE FABRIC FOR ❑VER FLOW STABILITY, SHALL BE SUBJECT TO THE PROVISIONS OF THIS STANDARD AND SPECIFICATION, 0664AA s" 3.sz" 5.63" 6.43" M '` " ATE OF 25 LBS 664AC' 6" 3.62" 5.63" 6.43" (R /SY) MAXIMUM DRAINAGE AREA ACRE Part 0664-AC is PVC NOTE: 6"ADS PIPE MAY BE DISTANCE VARIES USED WHEN A DOWNSPOUT IS (SEE GRADING AND CONNECTED DIRECTLY TO THE DRAINAGE PLAN) ADAPTED FROM DETAILS PROVIDED BY, USDA - NRCS, FABRIC ADAPTED FROM DETAILS PROVIDED BY, USDA - NRCS, CULTEC DRAINAGE NEW YORK STATE DEPARTMENT OF TRANSPORTATION, L A N D G R A D I N G STRUCTURES. NEW YORK STATE DEPARTMENT OF TRANSPORTATION, DROP❑P INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, 5"MIN.STONE BLEND NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, SPECIEICATI❑N S NEW YORK STATE SOIL & WATER CONSERVATI❑N COMMITTEE PR❑TECTI❑N NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE ROOF DRAIN ADAPTER DETAIL \ \ \ \ \ \ \ \ \ \ \ \ \ \ K \\/\\/\\ 6" MIN.STABILIZED SOIL BASE SYMBOL WOVEN WIRE FENCE SYMBOL SYMBOL //\//\//\//\//\//\//\//\//\//\%�\//\ (MIN, 14 GAUGE I_ 50'MIN, I EXISTING \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\�\\\\\\\\\ FLOW W/ MAX, 6" MESH PAVEMENT // // // // / / / / / /�,//�//�//�/ NOTE: 10' MAX, C. TO C. SPACING) 3 \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\.�\\/�\/�\/. THE PROPOSED DRIVEWAY STONE WILL 6"MIN: + PROVIDE A STABILE SURFACE THAT WILL �- SPACE 4" VERTICAL FACE 36" MIN, LENGTH FENCE EXISTING _ �\ FILTER MOUNTABLE BERM PERVIOUS DRIVEWAY DETAIL SPECIFIED ONTHE DRAINAGEPROVIDE A MINIMUM OF 0.4OPLAN ANDAS POSTS DRIVEN MIN, 16" GROUND CLOTH PROFILE (OPTIONAL) THAT WILL NOT YIELD DUE TO USAGE. INT❑ GROUND, BEDDING DETAIL 50'MIN, NOT TO SCALE DRAINAGE AREA NO MORE THAN 1/4 ACRE PER 100 FEET HEIGHT OF FILTER, BUILT UP BERM OF STRAW BALE DIKE FOR SLOPES LESS THAN 25%, = 18" MIN10'MIN, EXISTING GROUND ++ 10'MIN. NOTE: O 6" MIN, +++ 12'MIN++ EXISTING ANGLE FIRST STAKE TOWARDS �� F� `t' .L �, `t' +++ 12'MIN. + + 1. ON THE PROPERTHPITSHEXCESS CONCRETE ED PREVIOUSLY LAID BALE, f� �j��/j +++++ +++# PAVEMENT AND TOCLEANCON RETEEQUPMENTAND FLOW -� �� � PERSPECTIVE VIEW PLAN VIEW ++++ Tools. + 10'MIN, 2. THE PIT SHOULD BE SURROUNDED WITH A 24" 36' MIN, FENCE POST BOUND BALES PLACED -\ z HIGH SOIL BERM. ON CONTOUR, WOVEN WIRE FENCE (MIN, 14 0 3. THE PIT TO BE LINED WITH HAY BALES GAUGE W/ MAX, 6 MESH SPACING) WITH FILTER CLOTH 20"MIN: 4. PROVIDE A24"x24"WOOD SIGN LABELED 2 RE-BARS, STEEL PICKETS C ❑ NSTRUCTI ❑ N SPECIEICATI ❑ NS HAY BALE "CONCRETE WASHOUT PIT". � OR 2"X2" STAKES PLACEDFLOW 1 1/2' T❑ 2' IN GROUND. -O_ UNDISTURBED GROUND 1, STONE SIZE - USE 1-4 INCH STONE, OR RECLAIMED ❑R RECYCLED CONCRETE 5. THE PIT SHOULD BE EMPTIED WHEN 75% _ - DRIVE STAKES FLUSH WITH COMPACTED SOIL EQUIVALENT, CAPACITY IS REACHED AND AFTER THE EXCESS CONCRETE CURES. ANCH❑RING DETAIL TOP OF BALE, EMBED FILTER CLOTH 16'MIN, 2, LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A NOT TO SCALE A MIN, OF 6' IN GROUND, 30 FOOT MINIMUM LENGTH WOULD APPLY), 4" 3, THICKNESS - NOT LESS THAN SIX (6) INCHES, PLAN C ❑ NSTRUCTI ❑N SPECIEICATI ❑ NS SECTION VIEW 4, WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT 10'MIN. HAY BALE CONSTRUCTION SPECIEICATI ❑N S POINTS ENTRANCE WHERE TO SITEINGRESS OR EGRESS OCCURS, TWENTY-FOUR (24) FOOT IF SINGLE 1, BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A BUILT UP BERM ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES, 1, WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 5, GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE, 2'MIN �� ?� 2' �'� EX.GRADE 2, EACH BALE SHALL BE EMBEDDED IN THE S❑IL A MINIMUM OF (4) INCHES, AND OR STAPLES. POSTS SHALL BE STEEL EITHER "T' OR 'U' TYPE OR HARDWOOD, 6, SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- PLACED S❑ THE BINDINGS ARE HORIZONTAL, 2, FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES STRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE, IF PIPING IS SECTION " IMPRACTICAL, A MOUNTABLE BERM WITH 511 SLOPES WILL BE PERMITTED, 3, BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR SPACED EVERY 24 AT TOP AND MID SECTION, FENCE SHALL BE WOVEN WIRE, RE-BARS DRIVEN THROUGH THE BALE, THE FIRST STAKE IN EACH BALE SHALL 6" MAXIMUM MESH OPENING, 7, MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL CONCRETE WASH-OUT AREA DETAIL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-❑F-WAY, ALL REVISIONS BALES TOGETHER, STAKES SHALL BE DRIVEN FLUSH WITH THE BALE, SEDIMENT SPILLED, DROPPED, WASHED ❑R TRACKED ONTO PUBLIC RIGHTS-OF-WAY LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER FILTER X, MUST BE REMOVED IMMEDIATELY, 4, INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT, SLOPE STABILIZATION NOTES. PROMPTLY AS NEEDED, 8, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE 5, BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS SO 4, PREFABRICATED UNITS SHALL MEET THE MINIMUM REQUIREMENTS SHOWN. AND WHICH DRAINS INT❑ AN APPROVED SEDIMENT TRAPPING DEVICE, 1. EROSION CONTROL BLANKETS ARE REQUIRED TO BE INSTALLED ON THE I:3 SIDE SLOPES. AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE, 5, MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 9. PERI❑DIC INSPECTI❑N AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH 2. THE EROSION CONTROL SHALL BE CURLEX I AS MANUFACTURED BY AMERICAN EXCELSIOR "BULGES" DEVELOP IN THE SILT FENCE, RAIN. COMPANY,ARLINGTON,TEXAS(800-777-7645)OR APPROVED EQUAL. ADAPTED FROM DETAILS PROVIDED BY, USDA - NRCS, ADAPTED FROM DETAILS PROVIDED BY, USDA - NRCS, ADAPTED FROM DETAILS PR❑VIDED BY, USDA - NRCS, 3. THE EROSION CONTROL BLANKETS SHALL BE INSTALLED AND ANCHORED ASPER NEW YORK STATE DEPARTM.NT ❑F TRANSPORTATION, STRAW BALE REINFORCED I N E❑R C E D NEW YORK STATE DEPARTMENT OF TRANSPORTATION, STABILIZED MANUFACTURER'S RECOMMENDATION. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, CONSTRUCTION NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE DIKE NEW YORK STATE DEPARTMENT OF ENVIR❑NMENTAL C❑NSERVATI❑N, SILT FENCE NEW YORK STATE DEPARTMENT OF ENVIR❑NMENTAL C❑NSERVATI❑N, NEW YORK STATE SOIL & WATER CONSERVATION C❑MMITTEE NEW YORK STATE SOIL & WATER C❑NSERVATI❑N C❑MMITTEE ACCESS S.C.T.M.: DIST. 1000 SEC. 116 BLK" 6 LOT. 14 Scale:N.T.S. Condon Engineering, P.C. 12710CAGNAllI RESIDENCE SWPP0 NEW SUFFOLK AVENUE P Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education 1755 Sigsbee Road C U TC H OG U E, NY Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by:JJC OF Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing Mattituck, New York 11952 the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or (631) 298-1986 (631) 298-2651 fax STORM WATER POLLUTION Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date: 5/21/2020 g g PREVENTION PLAN (SWPPP) signature and the date of such alterations,and a specific description of the alteration. WWW,Condonen ineerin .com Scott A._ Russell �d,InSO Ir STO�][�I��1 WA\T]E]k SUPERVISOR Z MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 v- 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold O,f CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. [D❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ®❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ®❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witFyour Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: District NAME: ,1( ��� ,,,� O 0 (N.) S Bl kb LI of 0 _'' ` r ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Information officir: 631-CSS-1461 G jai Crrlrpharc Yumherl Reviewed By: — — — — — — — — — — — — — — — — Property Address/Location of Construction Work: — — — — — — - - Date— — — — — — — — Approved for processing Building Permit. I @ jgo nli5vi s v FFZI /-' Aura, /C 1R,(W'jV 0 Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 SoUI�o SCOTT A.RUSSELL Town Hall,53095 Route 25 SUPERVISOR P.O.Bog 1179 Southold,New York 11971-0959 �. YQ Fax(631) 765-1823 ®l" Telephone(631) 765-1889 OFFICE OF THE SUPERVISOR TOWN OF SOUTHOLD June 8, 2020 Tim Ganetis Austin Patterson Disston Architects P.O. Box 1707 Quogue, NY 11959 RE: SWPPP Review—Proposed Construction at SCTM#1000-116-06-14 Dear Mr. Ganetis: This letter is written in response to your request for a letter from the Town of Southold (Southold) duly authorized representative explaining Southold's position regarding the agency responsible for reviewing the Stormwater Pollution Prevention Plan (SWPPP)for the proposed construction located at SCTM# 1000-116-06-14. The proposed construction activity on this property will result in more than one acre of land disturbance and is subject to the requirements of the New York State Department of Environmental Conservation (NYSDEC) SPDES General Permit for Stormwater Discharges from Construction Activity, Permit No. GP-0-20-001. Southold is a covered entity under the NYSDEC SPDES General Permit for Stormwater Discharges from Municipal Separate Storm Sewer Systems(MS4s), Permit No. GP-0-15-003. Part I.A.1. of this permit reads as follows: Part I. PERMIT COVERAGE AND LINIITATIONS A.Permit Application 1.This SPDES general permit authorizes discharges of stormwater from small municipal separate storm sewer systems(WW's)as defined in 40 CFR 122.26(b)(16), As the construction activity in question does not have the potential to discharge to Southold's MS4, the requirements of GP-0-15-003 do not apply as there will be no discharge that would be authorized under this general permit. Therefore, the only applicable SPDES regulation to this construction activity is GP-0- 20-001, and as such the NYSDEC is the agency responsible for SWPPP review and enforcement. Should you have any questions or require further information, please do not hesitate to contact Michael Collins, P.E., at 631-765-1560. Very tr yours, ott A.Russell Town Supervisor HOBBS;INCORPORATED P.O.Boz 1274-2273 Montauk Hwy. Bridgehampton,NY 11931` June 23rd 2020 Town of Southold Building Department 54375 NY 25 Southold NY, 11971 To Whom It May Concern,. After reviewing all utilities located at the following address: 12700 New Suffolk Avenue Cutchogue NY 11935 Hobbs, Inc did not locate a gas main or gas line in use at the address listed above. Hobbs, Inc. contacted National Grid and confirmed there is no gas main located on New Suffolk Avenue, therefore there is no service provided to the address listed above. As a result, no disconnect letter was required. Please feel free to contact Hobb, Incorperated with any questions you may have at (631) 381-2158. Best Regards, Clay Siding Saci i Project Manager;Hobbs, Inc. PO Box 1274 Bridgehampton NY 11932 TELEPHONE(631)537-8620 FAX(631)537-8616 06/22_/2020 Esco Electric, LLC Service To: 15 Wakefield Rd 12700 New Suffolk Ave Hampton Bays,NY 11946 Cutchogue,NY 11935 Dear Bob & Kim Cagnazzi This is to advise you that.the PSEG-LI electric facilities at the above referenced location-will be disconnected and removed off the building structure that is Iocated on the property on 06/22/20. Please note that there may still be PSEG LI facilities located within the property boundaries and.that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate(NY 811)prior to performing any ground excavation or regrade activity. The call to the 311 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to-any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above,please contact Esco Electric 63 1.728.3 830 or via email: esco@esco-electric.com Very truly yours, Esco1#0jadzic HOBBS,INCORPORATED P.O.Box 1274—2273 Montauk Hwy. Bridgehampton,NY 11932 June 23rd 2020 Town of Southold Building Department 54375 NY 25 Southold NY, 11971 To Whom It May Concern, After reviewing all utilities located at the following address: 12700 New Suffolk Avenue Cutchogue NY 11935 Hobbs, Inc did not locate a gas main or gas line in use at the address listed above. Hobbs, Inc contacted National Grid and confirmed there is no gas main located on New Suffolk Avenue, therefore there is no service provided to the address listed above. As a result, no disconnect letter was required. Please feel free to contact Hobb, Incorperated with any questions you may have at (631) 381-2158. Best Regards, Clay Sichling Project Manager, Hobbs, Inc. PO Box 1274 Bridgehampton NY 11932 TELEPHONE(631)537-8620 FAX(631)537-8616 • Austin Patterson Disston Architects TRANSMITTAL To: Building Department Town of Southold-Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 From: Austin Patterson Disston Architects 44 Quogue Street PO Box 1707 Quogue, NY 11959 RE: Application for Demolition and Building Permits-Robert and Kim Cagnazzi 12700 New Suffolk Ave, Cutchogue- SCTM: 1000-116.00-06.00-014.00 Enclosed please find the application and supporting materials for the demolition of the main residence and barn,and the construction of a new main residence with attached garage,pool,terraces, IA/OWTS sanitary system and all associated site work in a FEMA X Zone. The pre-existing single family cottage also extant on the property is not in the scope of the proposed work and will remain unchanged at this time. The property falls under DEC and Town of Southold Trustees Wetlands jurisdiction and we have secured the required permits. According to the calculation of Floor Area based on the definition set forth in Chapter 280. § 280-4-Definitions in the Town of Southold Code,we have calculated the floor area of the proposed construction to be the following: Cellar: 771.05 sf First Floor: 4772.46 sf Second Floor: 4589.49 sf Attic: 1415 sf Total: 11, 548 sf The submission consists of the following documents: 1.Application for Building Permit 2. Building Dept. Application Authorization 3. Owner Transactional Disclosure 4.Agent Transactional Disclosure 1 44 Quogue Street,PO Box 1707,Quogue,NY 11959 1 (631)653-1481 1 www.apdarchitects.com • Austin Patterson Disston Architects 5. Consent to Inspection 6. 4 Copies of Survey 7. Pre-Existing Certificate of Occupancy 8. Utility Disconnect Letters 9. SCDHS Sanitary Permit 10.Trustees Wetlands Permit 11. DEC Tidal Wetlands Permit 12. Stormwater Assessment Form/ 2 Copies Stormwater Management Plan 13. Floodplain Development Permit Application 14. Notice of Utilization of Pre-Engineered Wood Construction 15. REScheck/Manual J,D&S 16.Workers Compensation and Liability Insurance-Hobbs, Inc. 17.4 sets of Building Plans The septic form has been submitted under separate cover to the Town Clerk. They have said that they will forward it directly to your department. Please feel free to reach out should you have any questions or need any additional information by email:tganetis Pap darchitects.com or by phone: 631-740-4904. Best, Timothy Ganetis Project Manager Austin Patterson Disston Architects 1 44 Quogue Street,PO Box 1707,Quogue,NY 11959 1 (631)653-1481 1 www.apdarchitects.com Building Deaartment Annlication AUTHORIZATION (Where the Applicant is not the Owner) Y, �`��2�I,:A61YftZ residing at /a-7�iD �/l l ,,F�'�t/c ff�� �'Uj�yDG�r��i'Lrir (Print property owner's name) (Mailing Address) do hereby authorize AvsrrJ nA,-sR-*,j Dt%UA! I}��► i5_ (Agent) '(may (, mss to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) (Print Owner's Name) CONSENT TO INSPECTION the undersigned,do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s)of the premises in the Town of Southold,located at la'700 ry6w 6rfFa* hye,4ue-,. Cmc j7- 4)iz which is shown and designated on the Suffolk County Tax Map as District 1000, Section I 1L ,Block ,Lot That the undersigned(has)(have)filed,or cause to be filed,an application in the Southold Town Building Inspector's Office fo(rthe following: QCA,`!pQ".��c,��e���.� _�rJIM.t,dL Qaec t' �f�' That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property,including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application,including inspections to determine that said premises comply with all of the laws,ordinances,rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections,do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: (Signature '(Print Name (Signature) (Print Name) AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: AMA'P�SlE�tzSo*1 D[SStIb�.1 A&efiWAC;M (Last name,fust name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit .et Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicantlagent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this day of +Y 20_2*_ Signature_ ��;L� Print Name i i APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose % of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever / action is necessary to avoid same. YOUR NAME•- gosgw-r CAAWig r (Last name,fust name,middle initial,unless YOU are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have-a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold . Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted day f ,20--3a— i - S�gnatare Print Name�2d1xP — A 9,~, 2?L / a?, Austin Patterson Disston Architects TRANSMITTAL D To: Building Department D11 � Town of Southold -Town Hall Annex Building JUL - 7 2020 54375 Route 25 P.O. Box 1179 BUIL'WNG DEPT. Southold, NY 11971 T.--` OLD From:Austin Patterson Disston Architects 44 Quogue Street PO Box 1707 Quogue, NY 11959 RE: Amended Attic Drawings -Application for Demolition and Building Permits - Robert and Kim Cagnazzi, 12700 New Suffolk Ave, Cutchogue - SCTM: 1000-116.00-06.00-014.00 Attn: Damon Rallis, Building Permits Examiner Dear Damon, Enclosed please find 4 sets of amended drawings that have been revised to change Unit 314 that had previously been shown as a sliding door in the South attic dormer to be a fixed window assembly. The following drawings have been revised to reflect this change: A-103 Attic Architectural Plan A-202 South and West Elevations A-203 Hidden Elevations A-302 Sections A-303 Sections A 600.1 Window and Door Schedule Please feel free to reach out should you have any questions or need any additional information by email: tganetis@apdarchitects.com or by phone: 631-740-4904. Bes , imothy Ganetis Project Manager Austin Patterson Disston Architects 44 Quogue Street,PO Box 1707,Quogue,NY 11959 1 (631)653-1481 1 www.apdarchitects.com ap Austin Patterson Disston Architects Town of Southold Building Department DF 7 2020 Town Hall Annex Building 54375 Route 25 T, P.O. Box 1179 Southold,NY 11971 Re: Request to Amend 2 Drawings for Permit#44963 Robert and Kim Cagnazzi, 12700 New Suffolk Ave, Cutchogue— SCTM 473899-116-6-14 Dear Sir or Madam: Enclosed please find 4 Copies of revised Sheets A-100 and A-102 for Permit #44963, 12700 New Suffolk Avenue, Cutchogue. The revisions enclosed are simply changing the names of rooms on the plan and associated area total charts. All changes are noted with a revision cloud and are described in detail below. No further modifications were made to the drawings. On the previous A-100 submission, the cellar had been incorrectly labeled as "basement". As the terms cellar and basement have different definitions in the code are not able to used interchangeably in Southold Town,we have updated the revised room name to reflect the correct terminology. On the previous A-102 submission, the space above the garage had been labeled as "Bonus Room" Our clients have decided that they would like to use this space as a dedicated bunk room. The space had already been counted in-the square footage of finished living area, had already been counted as a bedroom on the approved sanitary design, and the casement windows labeled W213, W215, W221, and W223 were designed to meet egress requirements. As a result, this revised sheet only involves the revision of the room name to clarify the final end use on record and does not change any other aspect of the approved design. Please feel free to contact us should you have any questions or if any aspects of this amendment request require further clarification. Best, Timothy anetis,Project Manager Austin Patterson Disston Architects 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031144 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481 www.apdarchitects.com apd• Austin Patterson Disston �. ARCHITECTURE& DESIGN ® " OCT 19 2021BUILDING DEPT ' October 12, 2021 TOWN OF SOUTHOLD Michael J. Verity Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold,NY 11971 Dear Mr. Verity, Enclosed please find amended drawings for Permit No. 44963 at 12700 New Suffolk Avenue in Cutchogue. The drawings reflect additional framing at the attic level to a 6'-8"head height to further ensure that the space would not ever be categorized as habitable under NYS building code definitions. All exposed insulation will be coated in intumescent paint. Thank you, Theresa Steinhardt Austin Patterson Disston Architects 376 Pequot Avenue, PO Box 61, Southport, CT 06890 (203)255-4031 tsteinhardt@apdarchitects.com 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)2554031144 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481 www.apdarchitects.com apd• Austin Patterson Disston Arch i rens Town of Southold Building Department 54375 Main Road PO Box 1179 Southold, NY 11971 Re: Renewal Fee for Permit#44963—12700 New Suffolk Ave.,Cutchogue Dear Sir or Madam, Enclosed please find the permit renewal fee of$3107.10 for Permit#44963. Best, RD E 1r,7 APR 12 2022 Timothy Ganetis BUILDING UtPi. Uf Austin Patterson Disston Architects TOWN OF SOUTHOLD \\ V mC�j ( ,� 149 Water Street,Suite 201,Norwalk,CT 06854(203)255-4031144 Quogue Street, 0 Box 1707,Quogue,NY 11959 631)653-1481 www.apdarchitects.com Nunemaker, Amanda From: Theresa Steinhardt <tsteinhardt@apdarchitects.com> Sent: Tuesday, October 19, 2021 2:39 PM To: Nunemaker,Amanda Subject: RE: 12700 New Suffolk Ave Cutchogue Thank you,Amanda.I have reprinted and stamped the drawings. The clients are still sprinkling the house, so I have requested revised sprinkler plans. I will send the package once I have everything together. Best, Theresa Steinhardt,Associate AIA Associate Austin Patterson Disston Architects 376 Pequot Avenue, PO Box 61, Southport, CT 06890 (203)255-4031, Direct(203)255-2039 x 129, Fax(203)254-1390 www.apdarchitects.com From: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Sent:Tuesday, October 19, 202110:19 AM To:Theresa Steinhardt<tsteinhardt@apdarchitects.com> Subject: 12700 New Suffolk Ave Cutchogue Hi Theresa, I have received the amended drawings for the attic space at the referenced property(Cagnuzzi). The drawings look fine, but I do need 3 sets of stamped plans. Also, I do see a plan that was submitted for sprinkling the third floor, but it showed as habitable space at that time. Are they still sprinkling the house? If so, I need revised sprinkler plans. Thank you. .Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 HOBBS-1 AICORO- DATE(MM/DDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 06/08/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 203-789-0100 c,RAPcr Joyce L.Agius Duble&O'Hearn InsurancePHONE 203-789-0100 FAX 203-789-0583 a division of Fred C Church A/C,No,Ext: A/C,No): 54 Trumbull Street E,MAIE :joycea u e­--oh—earn.com New Haven,CT 06510-1094 INSURERS AFFORDING COVERAGE NAIC p INSURER A:Tray Prop Cas Co of America 25674 0R INSURER B: o In U0 rove 9treeCt 06840 INSURER C: New Canaan T INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DDLNqn UBR POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE � RE OCCUR DT-CO-1591M579-TIL-20 03/31/2020 03/31/2021 DAMM E EAGETORENTED occurrence) $ 500,000 MED EXP(Any oneperson) 10,000 PERSONAL&ADV INJURY 2,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 4,000,000 X POLICY JECT LOC PRODUCTS-COMP/OP AGG 4,00'000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO BODILY INJURY Perperson) $ AUTOS ONLY AUTOSU�O BODILY INJURY Per accident $ HIRED NON WNED ROPERTY AMAGE AUTOS ONLY AUTO ONLY Per accident $ UMBRELLA LIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ WORKERS COMPENSATION PER E ETH AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT FFICER/MEMBER EXCLUDED? N/A Mandatory In NH) E.L.DISEASE-EA EMPLOYE If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Job Name: Robert and Kimberly Cagnazzi Job Address: 12700 New Suffolk Avenue,Cutchogue,NY 11935 CERTIFICATE HOLDER CANCELLATION TOWNSOU SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE' EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 NY-25 Southold,NY 11971 AUTHORIZED REPRESENTATIVE � ACORD 25(2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Hobbs, Inc. Austin Patterson Disston Owner. Cagnazzi Residence Cagnazzi Residence Architect Architects 12700 New Suffolk Avenue Summary Sheet Contact: Theresa Steinhardt Cutchogue,NY 11935 Printed on: 6/4/20 Revised on: 11/25/19 Created on: 9/23/19 Sect Hobbs Estimate # Description Material Subcontractor Total 01-750 General Conditions $0 $279,452 $279,452 02-050 Demolition $0 $63,996 $63,996 02-100 Excavation $0 $122,000 $122,000 02-720 Well-Water $0 $0 $0 02-740 Septic System $0 $60,175 $60,175 02-810 Site Improvements $0 $69,500 $69,500 02-820 Pools $0 $125,500 $125,500 03-300 Concrete $0 $263,200 $263,200 04-200 Masonry $0 $440,888 $440,888 05-100 Structural Steel $0 $125,000 $125,000 05-600 Miscellaneous Metal $0 $21,000 $21,000 06-060 Metal Fasteners $24,300 $0 $24,300 06-100 Rough Carpentry $280,602 $286,602 $567,204 06-110 1 Exterior Trim $149,061 $196,860 $345,921 06-120 lWood Si $0 $48,300 $48,300 06-200 Finished Carpentry $83,642 $162,859 $246,501 06-400 Architectural Woodwork $0 $305,716 $305,716 06-430 Stairs 1 $0 $90,103 $90,103 06-500 Miscellaneous Woodwork $0 $0 $0 07-150 Damp./Waterproo $0 $7,500 $7,500 07-200 Insulation 1 $0 $80,000 $80,000 07-500 Roofing/Sheetmetal $0 $298,445 $298,445 08-200 Interior Wood Doors $78,217 $0 $78,217 08-360 Garage Door/Operator $0 $29,332 $29,332 08-600 Exterior Windows/Doors $798,914 $168,828 $967,742 08-700 Finished Hardware $45,000 $0 $45,000 08-730 Weatherstri $0 $0 $0 08-810 Glass/Mirrors $0 $4,000 $4,000 09-215 Plaster 1 $0 1 $0 $0 09-250 Gyps Drywall $0 $199,975 $199,975 09-310 Ceramic Tile/Marble $69,542 $148,071 $217,613 09-560 Wood Flooring $0 $152,500 $152,500 09-665 Resilient Flooring/Base $0 $0 $0 09-900 Painting $0 $270,900 $270,900 10-800 Bath Acces./Medicine Cabinets $5,000 $0 $5,000 10-820 Shower Doors $23,761 $0 $23,761 10-950 Special Construction $0 $190,219 $190,219 11-450 Residential:Apphances $80,500 $5,000 $85,500 15-400 Plumb' $0 $99,500 $99,500 15-440 Plumbing Fixtures $72,000 $0 $72,000 15-500 HVAC $0 $450,900 $450,900 16-100 Electrical 1 $0 $210,231 $210,231 16-500 Electric Fixtures $75,000 $0 $75,000 16-670 Lightning Protection $0 $0 $0 16-720 Alarm&Detection Systems $0 $0 $0 16-740 Specialty Electrical Systems $0 $0 $0 17-101 Insurance $0 $130,435 $130,435 Subtotals $1,785,539 $5,106,987 $6,892,526 Overhead&Profit @ 12.00% $827,103 $827,103 BUDGET TOTAL YORK Workers' CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured Hobbs,Inc. 203-966-0726 27 Grove Street New Canaan,CT 06840 1c.NYS Unemployment Insurance Employer Registration Number of Insured 32-817162 Work Location of Insured(Only required if coverage is specifically limited to 1d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 06-0692219 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) The Phoenix Insurance Co Town of Southold 54375 NY-25 3b.Policy Number of Entity Listed in Box"1 a" Southold,NY 11971 UB-OK498808-19-26-G 3c.Policy effective period 03/31/2020 to 03/31/2021 3d.The Proprietor,Partners or Executive Officers are �X included.(Only check box If all partners/officers included) all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2'. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate.(these notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Joyce Agius (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 9dc ,(Q� (1e12.>; 0 (Signature) (Date) Title: Agent Telephone Number of authorized representative or licensed agent of insurance carrier: 203-789-0100 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-17) www.wcb.ny.gov Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. C-105.2 (9-17)REVERSE 2 3 4 5 6 / 1 i ur/L. f ---- SITE PLAN LEGEND POLE -•�-- i i' V / SITE LINESNE '- FFOLK ,4 SETBACKS#43 \ ,1 \73. / WETLAND BUFFER WETLAND BIFFER - 25 ( il'1 V 100 YEAR FLOOD LINE X00 YR FLOOD A NUE 20 \ S 7 O ', CURRENT CONTOUR(5') - - - - f \ 8 35 0011 POLE EDGE OF PgVE / CURRENT CONTOUR(1') 18- \ EXISTING D E #42 -0- MENr - - - 20'- - - OLD CONTOUR(5) \ I i 7`0 BE DEMO SHED (DEED S 7 35, ��E OLD CONTOUR(1') - - - 18'- - - - � � '35,00,,E) 00 � ROA DLIN/EjA.S MONUMENTED #�L4CL1 DATA(INCL.PHONE&CABLE) DATA DATA NEW DRIVEWAY_ SITE DRAINAGE D D D- \ � ELECTRICAL LINE --FLEX ELEC -EM ELEC EM ELEPERVIOU$ GRAVWmH EMERGENCY ELEC. LINE METAL G G G- ING346.50, GAS LINE SANITARY SEWER LINE --SS---SS--- ' E -W W W- J X'S 1DEMOGRNEiPER 1Y / / ILU I WATER LINE S14AY 7-p / D EGBAND REMOVED OTREE PROTECTIONFRQMNBRING PROSILT FENCESDECART'30� NYGUARD RAILADACENTAREAJURSDICT'pCLE 2.5 BOUNDA STOCKADE FENCEqLcoEXISTINGGWOOD FENCE q�H 53� BOXWIRE FENCE I ' i TQBEDEyp CHAINLINK FENCEr r co 1 CO 10 i I I !��" --_ r / ' O ��'� / / �� i / STONEWALL ' / M i fI j�{--_ _ /� I �' �(v�/ / / /�0 "I IV ri`' �� /�� ��' may � EDGE OF FILL -FlLL FILL Al ILI! _ ----U / Q $ / LIGHT EXISTING TREE EXG TREE TO B Q I' TEST I `/ '`N� / ,' i' O UTILITY POLE Mi TO REMAIN BE REMOVED j I I POLE#3 I , Io :' i% / (�,• , GUY WIRE IW -- ._ - _ - / / V ' ' ' I, CATCH BASIN j / I � / fi` i / i O� i PIgpPQSE I 114 A ��°o� / WATER VALVE H ANTI-TRACKING BED ( CC- L ' 1 r- - SANITgR ,SYSTE I F<.,�9l�c� A s4I6, / % j j� \\ i LEDGE f� - J � _ � r- M TF it Ax J L- JL J r � r \ I TI I r . L - � L r - � \i EXIS NG 100, Cp7-I- T ,� R _ J L - -7 r - _ J L - _J Tp REMAIN AGE ��, -. qti� ., „::. I FS I _ 1 r o ` " . -.- ,' ';'/' /' I I NET�IVpDFNCF J L - J r - / \\ 6"S', %D" S w I I r L _ �, / .w = : .._,_ , I �II►lc 8q^/� CO r - J / Yj a A tQs r. I Rp TI I I L - J I r - / / U \ ; l i ; L - J L - J - J �o5J5�� AS PREPARED BY co � 20.x. - � � ,/ ` 12 �� � i' y / \ �\ti� FOX LAND SURVEYING: ir co ):l i� - .E� 1 f / "r �r'S 7. ! -'Y �C. ' O� pP' \-I" p� APPROVED BY r � � jg8F � � q �C of �O o \� ' BOARD OF i RUSTEES Esr o 4 70 a ry ' C 06 o cv ' 11 k - ,J ,/ �' HOLE#2 �, ,� ? , fy ,� �� \�yG��G� ' NOTES: TOWN OF SOUTHOLD b 6 V 'JP SED �: `s c� ��� / / ;` �\ '��Ci� 1. AREA = 113.907 S.F. c r -j ' ! DRIVE PERU► s �'"S ss ADJACENT AREA = 113,614 S.F. DATE O1.� 2 1 G �l� �• P U GRAY 9 s tip; SSU, / �O �P\GP 2. = MONUMENT FOUND, O = STAKE FOUND. ww 1 ARI EL 1 I / � \ . G LU 1 ` 1 G COURT I ' `?0 �'� �,Q 3. REFERENCED DEED L. 12580 CP 627 O Q D IF r �s SS9 � I / AGO 4. ELEVATIONS REFERENCED TO N.A.V.D. (1988). La 5. FLOOD ZONE BOUNDARIES SHOWN HEREON ARE co co 4� FROM FIRM PANEL N0. 36103X0501 H LAST DATED «, •�SsAjN �, / SEPT. 25, 2009. 457,E (� G y 6. SANITARY SYSTEM & STORMWATER DRAINAGE DESIGN W I PRpPQs /5-9.76 59.7 Q ft PER PLAN BY CONDON ENGINEERING, PC LAST ED ,6,liBearft' � .'' ' OT N ' / DATED 3/2/19. POOL F # �� i' RCH Z4.Ol' �Ci�\V ,'' '9L F`s O� 7. APPROX. 200 CY FILL REQUIRED. Q. ENC i t ! i �-, J / O -� �08 f OQ co ' " / O O rb /� ' PRQP t �QQ-�Q- ! / �� JSP 8c GARgG USE HOESr - 1 i o, / Q' /:' / j/ ��4 Q • AL,JACENT LOT COVERAGE: O ' F F_ LE#132$ sq ft:.� ,- y / Q- '� ,��` EXISTING: PROPOSED: I t - 11 75 �_- i JSE = 1824 S.F. _ r T Ali 1271 S.F. / _ ry n HOUSE = 4439 S.F. ;OTTAGE = 1271 S.F. -- J �`I / g �j GARAGE = 698 S.F. PORCHES == 1907 S F. POOL 0� 4407 FENCE ' / N � PORCHES = 299 S.F. TERRACE - 774 S FF GATES1 ;ECK - 245 S.F. POOL I �' i �`v _ SPA == 67 S.F. TOTAL - 4337 S.F. OR 3.8% \ P - COV OPQSED \D j ;J 1 / Q COTTAGE PORCH - 264 S.F. LANTII�IG_ -� I FRED2. TERRAC CV 886. 1 i n`� WALKWAYS& -.EL-11.75 E si" \ Y,V MISCELLANEOUS = 2529 S.F. -- - ► ___ii_ it r;- = ; 87 1 D", PAVING SP i �Dw I %I �� TOTAL==15,655 S.F. OR 13.8% �A I -PRPP... _�. �.' PLA TE POSED, / �� N -ING•. . RP CE zs 1 a; Ln PROPQSE - _�1 148.5 s ft' '= N EXISTING H' o �D , TERRACED ► Q N oUS ry _ TO gE EL_g 75 DE -_-_-�,- , f MQ LIS HEO - -- 29.34' ! / / STORMWATER DRAINAGE CALCULATIONS: J Jl l O J�� �� REQUIRED: o - / � nn 03 133, � i $ / / l�• `e), HOUSE = 4464 S.F. I PROPQSED , rEsr FQUN p linear / O A� 759442.24 O x18 V.F. 759 C.F. e�V / � POOL f HOLE#4 HOUSE AND WALL AT / / PROVIDE: I TERRACE (5) 8' x4' DEEP POOLS = 20 V.F. - - r REQUIRED: it�i\` Y U _ , � _.,_ / COTTAGE - S.F. - `. ^� � � \ _ _ �' t 1271 x 1.00 x 0.17 216 C.F. � -' `° 3' '",_:�.. .� - /D I i l f 216/42.24 6 V.F. I SEP 4 2019 fr' Q 47 5 SQ PROVIDE: U "64.1 ( ) 8 4x4 DEEP POOLS = 8 V.F. Ix 0 9.linear i I p 2 " o V M 23.0(, j I V pngni n�T'-4- s+ j �i" I .29' o M CV TEST HOE #1\ 29 3' i \ MCDONALDL EOSCIENCE T CDONALDL EOSCIENCE i • I FEB. 07, 2019 FEB. 07, 2019 EL-9.0 0.0 EL=10.2 0,0 U j DARK DARK �tiF BROWN LOAM o0 BROWNBROWN AM o NOT FE BROWN SM SM SILTY SAND SILTY SAND 3.0 \ EXIS77NG P I EDGE OF ,,% �F�- 69 BROWN SILT ML3. BROWN SILT ML CONSTRUCTION \ ATH CLEARIN BROWN FINE TO 5'0 5.0 at \ +C Z00' \ 1 RFSjOFN c i W/10%GRAVEL 6 O G.W. PALE E SAND SP DATE ISSUED FOR G.W. PALE Fl E SAND SP EL=0.5 --- 9.7 eA�KF EL-0.5 --- 8.5 ,.<<; Austin Patterson Disston 4' I I ,' I F`Ojs (/ RpM AN PALE BROWN SP SP AT T 8 PALE BROWNn " CI \ f WATER IN WATER IN p OGF RegN FINE SAND FlNE SAND Architects I I ROPER OFBq F It j NkAl�p ��1/� 17.0 17.0 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,fax(203)254-1390 3S,FROB �F"F�R 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 p� POOL FENCE I I // !� SOS t jNF o B FFF QST TEST HOLE #2 TEST HOLEoENCE Nj RFapdaTchitects.com \ P & GATES I l /"` FRo/y F FXISTR s°072019 0SCIENCE Op7,2 019 p ATH 419.631r1�ear �` & 1 / �' �4STpRjNGCt EL=7.8 0.0 EL=7.5 DARK 0.0 w \\ IN TRUST- I \ I _ - _ - oPFR7 /V1 A , Sq - 2_61 acres BROWNRLOAM OL BROWN LOAM OL CAGNAZZI RESIDENCE / _ 2 tjNF O TOTAL LCT A BROW" 1.ROUND SILTYSAND 1. 12700 NEW SUFFOLK AVENUE,CUTCHOGUE,NEW YORK, 11935 \ �JURTSp \ _ N \\ \y ON ` I ON` PFR SILTY SAND BROWN 4L BROWN 5.0 p, ML G.W. SILT ML Drawing Title: zQ' s - acre SANDY SILT 6.0 EL=0.6 WATER IN 6.9 MO ` \\ { , \ !ir \ �Ct81 Q DEC LOT AREGREY SILT 7 BROWN SILT M� PROPOSED SITE PLAN cc I \ PALE BROWN WATER IN `OG �` G.W. FINE SAND SP PALE BROWN SP Project No.: Project Manager: TS Drawing No: \ OFeAN \ \ \�1 ,M sq BLE ENVELOP acre EL=0.7 --- 7.1 RNE TO MEDIUM SAND O 18014 Team: DK, CB rn ^, k \\ `c \ \ ALLOWABLE PRIMARY BUILDABLE ,2 V SIT WATER IN FlNE SAND PALE BROWN SP 2019 for F O 68 O \ \\ i \ \ \ 6 PALE BROWN SP 0 (9 WATER �� \ 0 20% MAX DEC ALLOWABLE LOT COVERAGE: FINE SAND M \\` 17° Issued on: 8/30 z y/�T/F4/N ` co BOARD OF TRUSTEES N Eq o �,oAt INArFR toNogp I \\ \\ OWNERSHIP AND CONDITIONS OF USE: Q H SITE PLAN C' I'I' &0T�NpARk/s� k \\ - DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER �V 8 O Ar AREA OF STRUCTURES IN �' AREA OF PROPOSED PROJECTS OR PURPOSES OR BY ANY OTHER PARTIESTHANTHOSE AUTHORIZED BYCONTRACT WITHOUT TIM K:. `:> 1 SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT F1 . �N I S /SAN OV/V /NC/ Fy F = `=`' NON-DISTURBANCE BUFFER SCALE. 1 = 20 ERV/ /tA OARy OENT I'VM '"'=-;' TRUSTEE JURISDICTION p l UPON PAYMENT70 THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT Pell /� '`Y "4 THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF 71IE OWNER DISPUTES ANY P-, (WHEN PRINTED ON 30x42 SHEET) C CFS /�O VSA�qs V� INjTN r _a �_ J 22,972.25 SC�ft ARCHITECT'S STATEMENTS FOR SERVICES,1T IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN CoRITING WITHIN TEN(10)DAYS REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. C7 C oN ECOt RIFTED yF 1 -- ED THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS ® OG 43 y I AREA OF PROPOS INCURRED CONTRACTORS THE EVENT THE ARCHITECT EXERCISES THE RIGHT L BAR DOCUMENT USE FOR NON- CALF: 1" - 20' / 2j�/8 /CAt ,679//��► NON-TURF BUFFER PAYMENT. REPAN ES CK MUST BE REPOONS RTED SITE. ONLY FIGURED DIM CHITS T BEFORE GRAPHIC-SCALE: - C X WORKED FROM. DISCREPANCIES MUST BE REPORTED IMIvffiDIATELY TO THE ARCHITECT BEFORE `J 1 PROCEEDING. e 16,730.5 sq ft TRIS DRAWINGISCOPYRIGHT. Q 0' 10' 20' 40' 60' q )0e NOTE: DO NOT SCALE DRAWINGS x H I ' 1 2 3 4 5 6 7 UTIL. , POLE -' NEWS SITE PLAN LEGEND 173.251 \ , \ rr� SITE LINES - •- ry ,w OLKAVE M SETBACKS ov\ _ WETLAND BUFFER WETLAND BUFFER N , �-+/ r 100 YEAR FLOOD LINE 100 YR FLOOD c7 - 8o 35 p0 rC POLE EDGE OF pA 20 \ #42 'O- VEMEN7' CURRENT CONTOUR(5') - - - \ I I \\\ (DEED S79'35,00„E ! CURRENT CONTOUR(1') _ 18' \\ ) RQ / OLD CONTOUR(S') - - - 20 \ \ \ ADLINE AS OLD CONTOUR(1') - - - 18- - - - / MO NUMENT ED / DATA(INCL PHONE&CABLE) -DATA DATA LIL \ / / d41 SITE DRAINAGE -D D D- ELECTRICAL LINE -ELEC ELEC 346,501 �` y'£" EMERGENCY ELEC.LINE -EM ELEC EM.ELE i� � \� ; � n� �,` � � �'``_ �:;_::�,..•� GAS LINE I I O / / \ / ,�� -r� €€� z�✓� -G G G SANITARY SEWER LINE -SS---SS- -- , POLE300'NYSDECLINE -W w w- #40 WATER ARTICLEADJCENT -0- TREE PROTECTIONAR 5BOUNDARY JURISDI SIOAL I Y - / ;x_ _r SILT FENCE N I / / / / :ya>-ti GUARD RAIL -I-- 0 �My.� STOCKADE FENCE 80a o o a ,45 WOOD FENCE 146 Ntk113 BOXWIRE FENCE M >' s''sti.wr o ��4'�CO / a. ^.1:-,ices CHAINLINK FENCE o 0 0 -_J I 'co / / / �O Q / _ vl`2'`:_ a i OQSTONE WALL I HrEsr I �O, / =441 / r ,:N ,;�<:,, '-"<`<' `'• " 0.'lsr EDGE OF FILL FILL FILL OOLE LIGHT EXISTING TREE IXG TREE TO •J UTILITY POLE rO_-) TO REMAIN BE REMOVED - - NPR POSED � ,,..,sr_,°;,`. ' Cb GUY WIRE �C / 1 _ `SANT I A CATCH BASIN TARSYSTEM y SYS E F�, _ J 1 /- _ IVB /Lj�� ' I :...� WATER VALVE ANTI-TRACKING BED L .,a' LEDGE -� - J L - _J L / l 1 _ � _J - i _ J I I L _ J r - _J _J ' lye r0 Q , L _ J L -7 I- - �j R qti� 0,RF W I ' !- - - J L /' /11 / 1-1 \ o ;5 I rl��.L4 SjpFN 1 1 - J ,L � r _ - J / 9 a� 3 3 x S� S� / y / co Off -F tAj O r �� Pp� �\`L AS PREPARED BY Q a J 1 I 'tel�' / r , cp� Iti Qa I / 6s 1Ss(� �� 1 O�� P������\ FOX LAND SURVEYING: n,._, , wO �` O 06 O I // rEsr `4lo' �� y r OF 'O \�G m �� �� ! / HOLE#2 �� i pct) �6.' SFO � �'� ��" '4•�� NOTES: W Q O '; 11 '/ •VSs s ' � / / P��O��� Q� Q1 CO LJJ �'LL► �1 ��So, 1. AREA = 113,907 S.F. Q) co coQ Q Q I ( // .�� � / ,"�' \� �j� ADJACENT AREA = 113,614 S.F. LCI Z Z `� - , S / ;- Q�G��,� 2. ■ MONUMENT FOUND, A = STAKE FOUND. co Cf) 1 `b / G 3. REFERENCED DEED L. 12580 CP 627 Q) 4. ELEVATIONS REFERENCED TO N.A.V.D. (1988). � �• ,.:,' ;,.K ;_:_.� _-� 5. FLOOD ZONE BOUNDARIES SHOWN HEREON ARE FROM FIRM PANEL NO. 36103CO501 H LAST DATED SEPT. 25, 2009. a `\ \ .� / � r t. .Y.. ;•,, . , / / 6. SANITARY SYSTEM & STORMWATER DRAINAGE DESIGN PER PLAN BY CONDON ENGINEERING, PC LAST `C DATED 3/2/19. 0 7. APPROX. 200 CY FILL REQUIRED. CTJ '• \\ ST \ Q� \\ HOLE0i NOL Q f \\ `--_ _- / - � Y / ��C►gyp` DJACENT LOT COVERAGE: �'� 3� EXISTING: / C� PROPOSED: �[� Z5 - / �J Q- HOUSE = 1824 S.F. HOUSE == 4439 S.F. q„" ►�� � 1271 S.F.COTTAGE = - COTTAGE _= 1271 S.F. r r i Q j GARAGE 698 S.F. PORCHES = 1907 S.F. PORCHES = 299 S.F. TERRACE = 4407 S.F. DECK = 245 S.F. POOL == 774 S.F. TOTAL = 4337 S.F. OR 3.8% SPA == 67 S.F. COTTAGE PORCH -= 264 S.F. o� WALKWAYS& - MISCELLANEOUS =- 2529 S.F. PAVING i TOTAL 15,65 5 S.F. OR 13.8% == LA jiu / V .� _490,5 1 ` ' -�0 / / O ,C sq ft / / r - UI STORMWATER DRAINAGE CALCULATIONS: REQUIRED: o TES7- / O� 00 HOLE / / / �� HOUSE = 4464 S.F. 4464 x 759/42.24 O x 759 C.F. 18 V.F. PROVIDE: (5) 8'0x4' DEEP POOLS = 20 V.F. U UJ REQUIRED: ` - \ COTTAGE = 1271 S.F. // 2161 x 1. 0 x601 F.- 216 C.F. �:,__-...... / >~ N - O 0 oCV PROVIDE: ~ ` ( , (2) 8'0x4' DEEP POOLS = 8 V.F. 5€P - 2019 O \ iresTees \ I TEST HOLE #1 TEST HOLE #3 \ I MBO BALD OGEEOSCIENCE MCDON7ALD201EOSCIENCE \ EL=9.0 0.0 EL-10.2 0.0 \ -1k, DARK OL DARK OL j EDGE OF CLEARIN \ -I' J SM BROWN SM E BROWN LOAM BROWN LOAM NOT FOR BROWN SILTY SAND SILTY SAND r00,RF BROWN SILT MLO BROWN SILT IML 1pi^c BROWN FINE TO 5.0 5.0 CONSTRUCTION \ / - - - - - - - - 'V`< SC) W 0%S GRAVEL 6.0 BROWNPFI ALE E SAND SP DATE ISSUED FOR SAND SW BROWN G.W. _ 7 KFROM ( G.W. PALE E SAND SP EL-0.5 --- 9.7 ggNk TEL=0.5 8'5 Austin Patterson Disston WATER IN WATER IN O ? ,.: ,z \ ' I PALE BROWN Sp PALE BROWN SP FINE SAND FINE SAND Architects 17.0 17.0 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,fax(203)254-1390 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 TEST HOLE #2 TEST HOLE #4 apdarchitects.com \ / MCDONALD GEOSCIENCE MCDONALD GEOSCIENCE FEB. 07, 2019 FEB. 07. 2019 2.5 Sq - acres EL=7.8 0.0 EL=7.5 0.0 < TOTAL LOT AREA DARK OL DARK OL CAGNAZZI RESIDENCE BROWN LOAM BROWN LOAM 1.0 o \ \ I F2 BROWN SM BROWN Sm 12700 NEW SUFFOLK AVENUE, CUTCHOGUE,NEW YORK, 11935 SILTY SAND SILTY SAND 113,5150.75Sq ft- acre BROWN M L BROWN ML SANDY SILT G.W. _SILT_ Drawing Title: 4 LOT AREA PALE 6L EL-0.6 WATER IN 6.9 :;114 �F OFeq \\\ I (tj ML MH EXISTING SITE PLAN GREY SILT BROWN SILT O N6Vk \ \\\ \ � � `'J $ acre PALE BROWN SP WATER IN 7.0 u \ \ \ • a G.W. FINE SAND PALE BROWN o \ \ \ ALLOWABLE PRIMARY BUILDABLE ENVELOP EL=0.7 --- 7.1 FINE TO sP Project No.: Project Manager: TS Drawing No: '8.1s \ 61 00 ��� \ 1-1 \ \J \ 1 20% MAX DEC ALLOWABLE LOT COVERAGE: WATER IN MEDIUM SAND ,2 D 18014 Team: DK, CB SITE-EX r/` s( \ \\ (� APPROXIMATELY FINE SAND PALE BROWN SP O Lr/Gy /^'c \ \ PALE BROWN SP WATER IN FIE SAND coIssued on: 8/30/2019 for F 17.0 17.0 H SITE PLAN - EXISTING w F Mg / pRo ` \ �� NSCALE: 1" - 20' 3F � eRkBOARD OF TRUSTEES O�Noo/ /o'ATFy \ \ -� '-.. OWNERSHIP AND CONDITIONS OF USE: (WHEN PRINTED ON 30x42 SHEET) RV/CFS�'9Np�R1',gs Nl til \ } '- AREA OF STRUCTURES IN � \ - DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN ` -f__ TRUSTEE JURISDICTION i THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER CO //�/ S I/ PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE ` C O/�FFCp F�'/F/F SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT { THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIER IF THE OWNER DISPUTES ANY ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN IN WRIT G WITHIN TEN 10 DAYS. M � GRAPHIC SCALE: 1" = 20' � /r/2j/8OG/Cq eY 1 s� c .98 � , / ( ) S REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS Q 0' 10' 20' 40' 60' INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- )"o- PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE _ 1 WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE H PROCEEDING. THIS DRAWING IS COPYRIGHT. NOTE: DO NOT SCALE DRAWINGS 2 3 4 � I . 1 . _f• - � - . . . i ��__ —�_��� i .. . uTIL.E ' SITE PLAN LEGEND ___- PALE i �'� ; . . . . N . - . EW -1 I � YT� SITE LINES . #43 \ I -�r FF SETBACKS - - - - . _. . . �� I \ I / , � O r . 3, \i i L ( WETLAND BUFFER WETLAND BUFFER . . 25 wr . 1. -- , rI� /� E - . . N . \ r v 100 YEAR FLOOD LINE X00 YR FLOOD A ' 1-1 . E I I � 1. 11 s 7803,510 �� POLE EDGE OF PA�i •'' CURRENT CONTOUR.(T) _ 20- -11.- 42 �– `1VT i CURRENT CONTOUR(1) r \ i'T� I$TIiVG pRNE (DE EPS:- - - �; 1s' \ (a/ I � BE pEMOUSH qY ED S7g�35,0p„E / OLD CONTOUR(S') - — — .20'— — — - I / i 1 1 . ED � ) - - . - - - - . p ROADLINE / OLD CONTOUR(1') is . \ I 1 I I I . �¢ . EW OR - 1 /AS 'y'ONUI1/I ELATED r DATA(INCL PHONE&CABLE) —DATA L1ATA I \ 1 i I I PERVIOUS GRAY 1 1 LIL SITE DRAINAGE —D D D- /',' 11 \ I i I // �o (SEE METAL Ep jN ! /l / 1 ! ELECTRICAL LINE —ECSC ELEC 1 \ ! ; I L04CD . ) G � EMERGENCY ELEC.LINE —EM ELEC. EM ELE . ,� , \ I it I // ( 1 1 / \ r. 346•501 \\ GAS LINE —G G - G- . \ I 1 / . /' I ! I / 1 / i /\ L`�CISTjN / �1 ,' P SANITARY SEWER LINE –—SS———SS—— I �- -L _ - I r z 1 1 LIMIT / , \ DEMOBS DRIVEW,�Y T�. .... . ) DoE a WATER LINE . _ —w w w- 300 I \ 1 _ 1 i I / AND OF CLEARING '� � \ FROM HED AND RE BE /.. I — , A ' NYSi)ECAR I I , \ - _ _ a / / / GRADING \ NEIGHBORING MOVED ': 1�,, ! TREE PROTECTION D ACENT AR 77 LE 25 1 1 1 JU I -_ ___ l - _ l IV . 1 ROPER, 1 j /, SILT FENCE BOUNDARY RISDI I I ; ` - __ _ � / / � r l .. /,1 l �' ”, GUARD RAIL -+ + +_+_ �ONAL I 11 i -- i 1 / EXT$ - _ - / / '� / / .`.,;;; ' i �, �� `i STOCKADE FENCE ❑ ❑ ❑—� I I it r TO gTING GARAGE - / / ��� r / _ / i" ' 7 WOOD FENCE �, / E DE OLI$ _ - - t5 �'v 1 M HED / —_ - L _ �,� r/ / ,73� —I 112, 1- (� I I �._ ( / _ ')/ / � / �:' / BOXWIRE FENCE --��( �' I tom____ 1 / / / I N __ - _ O / � / /. ,� ' CHAINLINK FENCE . I �2__ 1 --� / r `r .- - �C/: '::;, ''I;:j,. . /t- i Q-�, STONE WALL 1 ( _ __ d" GEN I (I- -(�l- �/ // I O '� . /' ', �. .._,.` i i,. ` , ; F ECF LIGHT EXISTING TREE IXG TREE TO B CONE�TOR Q I TEST 1 / �� I ` / �� 1. - �,. O FNCF (�LR� TO REMAIN BE REMOVED c - �, RETE I , •TOLE#3 I � , 8q LE o . (, UTILITY Po � APRON o -.- _ _ \ i � I , /: _ � �/• kED$I GUY WIRE )--- __ U U 1 LU / 111i, �T 41-011 4.1 ! O � / pCSED / \ � I �'�p / ° � � r, ' /, ' WATER VALVE. CATCH BASIN CB � � 1 / cc r r /iq CW�-S F� p� , / // - ''�: AN BED I L 1 �- AN \ �4 1 LEDGE ; T , i> i a r- — — ,- -� RY ysTE \ / �F /Ty� / / �� >,,,.,:h;<:;. .;.,":,;,,.,.;'.; / O J ,' II — -7 — — — ' BURIED - I W , — J r — � r — 1 PROP 1 r I. \ ._,j . II r — -7 r- — J _ J L — _J � -7 \1 TANKS NE EXISTING CO s'S' /' �, / , I 'I I L — J L -7 , r _ — - U TO REMAIN 7-rAGE F� q�� / 'j% I ro I ' i I L r- - ,� r _ - -� L J'/ � � \DWI /:r 1. Nr I i . LU 0 20 1 , _ - _. ,���` ' 6,C _?'��' . ,/ ', O ccs ,����,- ��o� AS PREPARED BY co� ti ; r �, o / - '� �� �P til 1 - - - - - - - - - - I '� 1. FOX LAND SURVEYING: co ,- I r FIs - /'�` ''� _ ;..� o P Q o / �� v� ;�/ I: /� ,��OO.r11 G O Z a M !. I� ;:- - _ ;l `� ' TEST �\ �-- F. L:i /' ,�C� , �� . O N to i 4' ~i PR a / L #2 ' FR Q �'.. �0 G `G" NOTES: � rn i �: ` r DRlt�f, SED PERVI ( / /i// �� . 1..:. 'F" �,�J !1. AREA = 113,982 S.F. ��. �/ -� -� --_•, E gygND u GRAY ( . / .. � :' �P�� v, ; ADJACENT AREA = 105.749 S.F. C t / f . ►� W Q O . ! !� . I I 1 ' ' PAR EL < :. ,_; s9 ''% 1' ZO 0- GP 2. ■ = MONUMENT FOUND, A = STAKE FOUND. (SEE L_ G COU I . �� G�L _ ~ Uj W W )� ' RT f �. - �' �� O 3. REFERENCED DEED L. 12580 CP 627 & L 915 P. 303 V . � -; I 0 -1 I Q� Q� p - i" ° _ _�- ' ( / -';°:. ; =:;_ ': : I. ,//. GOA 4. ELEVATIONS REFERENCED TO N.A.V.D. (1988). W ??_ :. ( ` I ' / D ZONE BOUNDARIES SHOWN HEREON ARE : . ; , 5 FLOG , . ( , , � r / t 00\ ,' �' I . �' �' FROM FIRM PANEL NO. 3610300501 H LAST DATED O ,,: . - SEPT. 25, 2009. I , � 4 y , P---__-_- I / /// '�,Q�O� 'Q,�� �,' i.„ 6. SANITARY DESIGN BY JOHN CONDON. \ W _ �:- _. - �-� ROpo's / I / �/ ." .9 > , /J7 (� �/ � _ , "% 17. APPROX. 200 C.Y. FILL .REQUIRED. PO �, �` ,; PORCH //� , �'i'�oo/: �,OC�,s " OL FENCE I . r' �' / r 5�J�V ,0.9�9,Q p ,,9��',Q�O / : �O i i �..�, ,/ ,. 11 �i l' (§1 11 O / - , F d' . % _ Q' ' tr I pf?GpOS ,`ED ' �. / /Q��Q- ,/,, 90'9 �,9�0 ��� SOP Q I & Gq USEw TEST r. / P ;O ' � S �r / �'J 3 '. 'Y/1G f y F\IT ri COVERAGE. WI .. , . H / -s ...: E =: OL r)JAC. O 1 F _ E /� - LOT COVE..A,C_. -: --- .F_ �11 #1 .-� - - ,, . - - . ., , ,..:.:.. .::.�: 11,7 / - I `. Q`',.� D` PROPOSED: 5 --,'- - '�'11JG !G 11 __ '� `^' _ J 5 0 MSN f �11.. ---- ----- - I g�G "�y = OUSE &. GARAGt = 4435 S.F. R Rl%' I _ _ PORCHES 772 S.F. . , '% 1271 S.F. ID ;;:< ' .. (:" '- i 'P .. h 100 = TERRACE = 5501 S.F. HOUSE AR L:_ - _ -- OL FEN / ►• lei - _ 698 S.F. COVERED TERRACE = 1044 S F , , COTTAGE I GARAGE _- , . „ . _° GAT C O PORCHES 299 5.r• POOL = 720 S.F. i_ I:i,`. .OPCS+ ,, . \p I i... / �-1` DECK 245 S.F. - PLANTING.',. .COVERED T ED1. . 1.' � 8 % �.° I / _ V TOTAL = 4337 S.F. OR 4.1% SPA - 64 S.F. I ER , ;J > $6, I % : �� COTTAGE = 1271 S.F. ' , 'EL=11,7 �CE1 _ \ ( COTTAGE PORCH = 264 S.F. C r.��.- Imo__ J'- I - I / - - -'- -_�L.__ J. / 87 / \ O� WALKS = 757 S.F. T I r / \ !/ 8�% SHOWER = 25 S.F. SPA i y----- -________ . 1 \DWI r _ L , �� APRON = 1039 S.F. I \ I I ' pL.n PROPOSEp L_ ' " / \ TOTAL = 15892 S.F. OR 15.0% I �NTING ERRgC I '� �� I I ' EL- 25 E I I I - O& - - ---- `,_,�___- % _ 1. _ PRO '` --- ' � r <,I '� Gj � / I I T POSED I I �___ EXISTIN ! ': -- - ��--r& D ► ERRAC � I T G HODS - �.� ,`� V _7111 I DEWq \ EL=9.75 E I� ` `=_ .. ,� OBE DEMC E / I/ - LIMA TERING N .=� LISHED q OF 0 ,` . �. REQUIRED AT NOT I STCN� A __- 1-a „:. : l f l' ND G� CCFaR c--a OUSE OR ' W ALL---' , , ?2 O5, /�: 1. %.. DING ING Q � Irl 1 POOL ,v------- ' , / . -- •N IOHOUSE & DCOTTAGEE= 5706 S.F. ,2 l . J ' ' I p WEL �S. �/ S' / �a 5706 S.F. X 0.167 X 1.0 = 953 C.F. L ----- __;_ -• I I o /. _- 1. I I ROPOSED \#1 WEAL TEST POOL � / O Ao 953 C.F. / 42.24 = 23 V.F. .� LIMIT OF CL I I POOL \D I HOLE#4 OCR QUIPNIENT- /S o ,/ 350 / % �,6r PROVIDE (6) 4' DEEP X 8'� DRYWELLS `�� AND CLEARING _ � I N ETE AP 8 � 1 - D E C I GRADING G I I . 'I 4.0 x& 0'► ROLA ' / N Y S -r I - o�s,: A s Y� / APPROVED AS PER TERM LL! m- ----__---_ . `, AND CONDITIONS OF W L ---- - I - - oo / . . ;' . -y O -- #g F -,__ W : -- ELLI -�� ,..-�` PERMIT NQ, Z 7 0 0 p ---_ ' ' DATE # \ P I _ _ 4 RC 3 PP �� I �' 1 SYS OSFD .� d� N 1 �. .. I . cv: I -1 CL I 0 I I " U SFF SFp X �,� ; J , - If _ . Nor C . I Q, ---------- =____ p j- I �O GFC FS P . C _...' : E - :_� \ .. I yFR ", (INCLUDES REV.4 �., N - L ' m �. 0 � I � - \ s IiVELL 8�0/I 73�0/I .- 1 , :.J �. MAS qL 1/13/2020 ,` p F� TEST HOLE #1 TEST HOLE #3 CONTRACT SET BUBBLES) '.AC I I.. 6 ` CIENCE CIENCE - - - MI r # 1 ' . a 4 J Y ^5, PCjNT Ts°o io sos FEB.�07201 9°S 1/13/2020V 4:VARIOUS REVISIONS(SITE 2,SITE 5,SITE 6, ESSO = ` ^ \ 1 m ` v YPj SITE-7,A-100,A-101,A-102,A-103,A-104,A-201,A-202,A- i. �! \: O Z: - SI E ;:; !::. `�( EL=9.o o.o EL=to.2 0.0 203,A-204,A-301,A-302,A-303,A-304,A-401.1,A-401.3,A- ., D ,�\ ^. DARK OL DARK OL 01. , -402. , -402. ,A-404.1,A-600.1,A-600.2,A-600.3, � _ " eo 'V 4 4 A 1 A 3 \ ; .. ��� BROWN LOAM BROWN LOAM . ': 1.0 1.0 A-801,A-802,A-803,S100,S-101,S-102,S-103,S-105,S-2, E . . 1z . J ^. 1 - �; `' ` O'V I sI BROWN D SM SILTY SAND SM E-101,E-102,E-103) . r �\ _ _ ` :. EXIS77N -;. � - � EDG EOF CL 35.00,:, , r�<6J G PAT �;_:. -v•-_... -tiRIN �` BROWN SILT M� BROWN SILT MLO - f.; . H _ 1. . ;::..;;;::- 9/20/201 -.. _ 5 0 0 ,... ..,. \R7 �;' rt .. . :: M BROWN FINE TO IN . - \I Q) - O _... Q :: .:. . } COURSE SAND A BROWN ,5 ::.. Cp \ SW PALE SP �. �. .. ::.. .-, r .,_:.,. _ 07. GRAVEL N SAND ISSUED FOR - . .....:.:.. o °` W/1 E DATE - o�.. . U ch s.o .:::;.:..... �: .� - �.:.:: \. -. - ._, _ _..�.� PALE BROWN --- �;,. FI t�:..: .: .:..::. .. Q . ., ;: ELs0.5 /� ((O.. :., : '.': �. G.W. E SAND Q f Ga!xa*s /� CCl _ _ ;.... EL-0.5 IN-- 8 =4 � _ 5 SP : : n Disston �, o - r - - ;: Austin Patterson - _. f.. .,_ A 10 WATER IN O _ : _ :.' .-. WATER IN SP .;:° ; �' < :_ :..O�. �.: V Q �. I `-:`:: / N DI PALE BROWN Sp PALE BROWN O, Q �.:.: \ \. I ' - FlNE SAND FlNE SAND Architects �rj} ¢ }�(� Q: \ / C.1G�L��Gr3 o� Q - PDGF URB a . - ,1 Q' \ OF NC �:: F - _ _ e 1e �.\ PROpFR q w NOTES: TI O ;..: . a 'r ('I , 1 Nk , ,, ,,.° 17.0 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255 4031,fax(203)254-1390 Q" �� I \.�. J '�;, NON SNF ANC 3jr�q�p�e�'VQ 44 Quogue street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 s.:- -,, . : P I::.:,:;; :: ;', _X' :;:... ��� s - acres FILL INFORMATION :::.` O `l _:.. ,.. OOL F s:_ ::`.':: 0F r q apdarchitects.com - V s. O & G ENCS w 1. J - `�. . A rBUFFS Fgsr TOTAL LOT AREA TEST HOLE #2 TEST HOLE #4 �v 'O o P ATES I R r p ,` q r LAPPROXIMATELY MCDONALD GEOSCIENCE MCDONALD GEOSCIENCE -+ �/ \; - S , F ARDS FILLREQUIRED. FILL TO BE FEB. 07, tots FEB. 07. tots z O U \ t :.. 0 FR OFA OI'V/V O O : . ;.. J �;:: � /' - OM IST CLEAN COMPATIBLOE MATERIAL FROM AN UPLAND SOURCE.\ : ...: - \ FAQ IG , - acre EL-7.8 DARK 00 EL=7.5 DARK 0.0 /� - - P C AM BROWN LOAM ROWN W RK 11935 AZZI RESIDENCE s, '' _ .;;` : - - /� e Lo t.o LO W SUFFOLK AVE ID CUTCHOGUE,NEW YORK,rc 12 0 GNB NUE, . " Z ;, -- �N . ; , _ ZON �P' < �I BROWN BROWN - 5 M SM - -_ , �N r Fk ��� NGA ' SILTY SANG SILTY SANGw �; �; � ) �6�. /URF �� 1INF ND 4.0 BROWN 5.o Title:Q , . Z c BRO ML ML Drawin T y' O _ " " F - " ON ED CLOSED LOOP GEOTHERMAL SYSTEM INFORMATION SANDY SILT G.w. SILT_ gENVIRONMENTAL ' I PROP EPARTMENT OF N n/. .' �' ` �E ALE 6.0 EL 0.6 WATER IN 6.9 -' ) OS �,'O „'., -_ /' - r C8) P ML MH OTV S � -' - _ -- \. GREY SILT BROWN SILT C s PROPOSED SITE PLAN ERVATION � FDG / ` ' _ � { THE GEOTHERMAL SYSTEM SHALL BE A CLOSED LOOP SYSTEDM PALE eRowN 70 WATER Ul TO . -+ - F �_ `, �;' � � I-,-- NE SAND SP PAIS BROWN sP o ro ect Mana er: TS Drawing No: . OFBgN : C I " \ ::,�.. E�=o:7 F�-- 7.1 FINE To Project N .. P g g k ` ` �. j nj COMPOSED OF A TOTAL OF SIX WELLS THAT WILL BE DRILLED N Ns o 1. : � - v .N , . . SHALL BE SPACED MEDIUM SAND 12° 18014 Team: DK, CB _ :.: .. . `_Y, a',' MINIMUM OF 20 FEET ON CENTS WELLS SHALL BE LOCATED PALE BRowN SPWATER IN M WATER w - _ _-. - - AT 453 FEET DEEP EACH THE BORE HOLES A SITE-5 . $ q 1 :•. _ , �'\, �.\ r S FII E SA �. ; x V ?'�i f,P.EAS 'vVETLA:�iD-t. FlNE AND R. . r. 100 FEtT h1tIJIMUM FKO OF TIDAL \ - PALE BROWN I cc �' T/ AI ` -�: �/ I LIMIT OF CLEARING AND GRADING + ( Issued on: 2I6I2020 for F z y �/ I L___� T7.o 17.0 10 r�Gy N�c-14p NO/V.-Dp� � I. � co I 1 62,461 sq ft PIPING FOR THE GEOTHERMAL WELLS SHALL BE PLASTIC AND . . . 6q4 grFR No "ri. L„•_,J DESIGNED FOR THIS APPLICATION. ALL PIPING SHALL BE 1-1/4 OWNERSHIP AND CONDITIONS OF USE: - . __ IN M qPp . t3 j. -_ -. , . . I- SFFE E PLAN w eor�gNo Rk/S ox/M r��__ NCF: 1 .. __ _ INCH DIAMETER. DRAA NGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN Z F 1 �� , I�Vq,/ Ep/, 0/A, q rF : �, I AREA OF PROPOSED THE Y20PERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR RJ PART.FOR OTHER ll V ,� -�`. PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE ECT x SCALE: 1 = 20 sFRV�N�� Noq �iDF y w / q R N M NON-DISTURBANCE BUFFER C N Y r LATERAL PIPING WILL RUN FROM.EACH WELL TO THE MAIN '--4 P NTED ON 3OX42 SHEET D SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT (WHEN RI ) FS' U qs �V/ - ,., . 1 22,972.25 sq ft I, 11 THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY l S V ry _ _ --- HOUSE AS HOME RUNS TO BE COMBINED INTO A UPONPAYMENTTOTHEARCHITECTFORSERVICESRENDERED. NON-PAYMENT SHALL NEEIVE DISPUTES N F F 'ARCHITECT'S STATEMENTS FOR SERVICES,Tf IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN lll���///��_ /� N "; z.. WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. z O ON '��O�O/Fl`D `3 CONTINUOUS MANIFOLD. LATERAL LOOP PIPING SHALL BE ,. INcuRRED IN THE EVENT THE ARCHITEcr EXERCISES THE RIGHT TO BAR DOCUMEN.I oSE FOR NON_ II _ I , G/C G , ., • ^,I AREA OF PROPOSED THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS 3 GRAPHIC SCALE: 1 - 20 / /8 qL , 6�9 / INSTALLED TO A DEPTH OF 48-54.INCHES BLEOW GRADE OF C 8, NON-TURF BUFFER TO GROUNDWATER TABLE - WHICHEVER IS LESS. PAYMENT. CONTRACTORS MUST CHECK ALL E REPORTED M E, ONLY FIGURED DIMENSIONS ARE TO BE Q --� 16,730.5 sq ft WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO TIS ARCHITECT BEFORE V . ----- 0' lO� 2O' 40 60 PROCEEDING. THIS DRAWING IS COPYRIGHT. to )0e . NOTE. DO NOT SCALE DRAWIN ,-� H . 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Q a Q 0 8I1213ANI131Nl 'S3H3NI 2JnOd SI 0 ('1 Q 1H3ANI J3lln0 01IM3ANI 131N1 WONd IIII I Ill IIII I Ill 1NVld■urvinff)NIS HonONH L 11Vd m dd0 S3mNIW 09/NO S31nN1N 0 SJnI ONIN0OI 301A30 ONIlV3S 09 EJNl1V213d0'dSN AB 031d300V ��� W31SAS 60113NIX-018 NO 1NVltl3S 03A02IddV 10 ONtl 031S31 SV'2101V2J3V®i:vvinE)NIS 3ONVId E)NIA1303H Al8W3SSV 1N3A HIV HS321d H11M mgNVH 30V 1d-NI-1SVO HIM 3NI1 13-1 :S31ON 1b213N39 30V1d-NI-1SV0 H3AOO(INV E)NIISVO ONI1NnOW HOIV'd3V 213AOO NOli33dSNl 319VA01A13H NOlIVOOl 131N1 31VNH311V HMINVIO.4 030Nn021'J A1213d0ad 391Snv 13NVd 102l1N00 W31SAS 031VaJ31Nl ONV dy4nd'21O-Lvu3V :31ON 301M3S dLNV 0Z - ZH 09 - M - ,110n OZ6 . N ' '- . _ _ (Dwel,in TEST HOLE DATA g 9 W/ Well W a CASE RD. EX R_ _ - _ EL.7.9 i 0 p w e WA7'E _ � _ . Mq� - _ . - DARK BROWN LOAM(OL) . O �� 1- '_ .� 1.0' 0 m � w i ' BROWN SILTY SAND(SM) w _ _ W (D velli BROWN SANDY SILT(ML) NEW SUFFOLK AVENUE U s UT'L \ 5.9'WATER TABLE EL.2.0(HIGHEST EXPECTED) F_ - PQ. i � •_ . _ _ ng W�Public w . _ WO t 1 s.o' � // #43 - 1• N � •' , Gr/ 1 OLE GREY SILT(ML) PROJ ECT � 1 73.25' F�0 _ '� PALE BROWN FINE SAND(SP) . , / � 1 , LK A ! : .\ , , _ 7.1'WATER TABLE EL.0.8 LOCATION . . . ! \ \ S,8�3 „ \\ V EN E ` ._ GR- PECONIC BAY ! ` • oo POLE EDGE O�PAVEtitENT _ WATER IN PALE BROWN FINE SAND SP f \ E _ #42 'O- / \ : i f \\ DEED S7g 35,00,. ( ) / , \ E� ` - ' LOCATION MAP . \ RO �// ;:\�11 5'1 4 AD�INE • I 17. 1"=600' rl /AS � . I \\ MONUME I TED _ TESTHOLE BY McDONALD GEOSCIENCE /� 1 • f / / 4t DATED FEBRUARY 7,2019. / GROUNDWATER ENCOUNTERED 7.1' // I I \: I I \ f / I 346- P BELOW GRADE. . . / PROPOSED ELECTRIC SERVICE ;' i f ' I ' \ f / , O - ' P t }� .( �°- .:*. "•• ' 11 \ l / \ /f #°� GENERAL NOTES / ' i I i / i . i . W / / \ / ) / j/ ;:' PROPOSED WATER SERVICE / 1. ' ALL MATERIALS AND METHODS 0'CONSTRUCTION SHALL CONFORM d' ^ :W / f `1 / j/ / TO THE STANDARDS AND SPECIE CATIONS OF THE TOWN OF SOUTHAMPTON AND THE SIJFFO,K COUNTY DEPARTMENT OF I 1� I U ,PROPOSED ELECTRIC TO 03 K 1 of/ / �.�� / S �3. HEALTH SERVICES AS REQUIRED. CO j Q............ . .i 7pJ BE PLACED IN CONDUIT . I c 1 z��/ / _�" ` j `� / 1 PROPOSED 50%EXPANSION 8.5 X 4.75 X 2.0 DEE 2 / O/� •• •� 2. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY FOX . / 3 / '� . LEACHING GALLEY(TYP.OF 8) , 1 / PROPOSED f 1 0/ // �2� / +�ti LAND SURVEYING DATED JANUARY 3,2019. ELEVATIONS ARE :1 f ,-- --- --- __ J DISTRIBUTION BOX Qo F'y f / / /O / ` Aja / REFERENCED TO THE NAVD'88 DATUM. ' 1 1 1 14'... . .-.J 1/1 4� , QOM\J P I qT( I / / . � / .•,'. ..... 0. 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH . 1 ��--rr w / PROPOSED 8.5'X 4.75'X 2.0 DEEP i. .jf; 10 r _ L F)t r f F� �v�F I / / / (.,'' �� OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE . LEACHING GALLEY(TYP.OF 16) 1: / : MIN. F -UUUUU1111�, _ _�F 7 f > 0 / , CONTRACTOR IS ADVISED SLBSURFACE INFORMATION SHOWN . ;:, f : _ r•I ! _j',;- _!t R ¢/ ON THESE PLANS IS CONCEPTUA.AP,D MUST BE CONFORMED � I -'_ I- G LG i PROPOSED AIR I / / {' ACCORDINGLY IN THE FIELD, i/: F LG t * W ( . / 1'50.0' : f :' LINE I / If • !1 LG LG t 4. A MINIMUM SEPARATION OF:TEN;10)FEET HORIZONTAL AND I m f 1 F LG LG LG F s, Stio / r /�� ! EIGHTEEN(18)INCHES VERFICAL IS TO BE MAINTAINED BETWEEN LG LG . �g8 �� �tik / WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR I U ►i . F l,i, LG m /' / STRUCTURES. W 1 \ : f : LG I ATER MIN. s8, �' s � 0 . I o � a ? _ °� c �t � 5 EXISTING CESSPOOLS TO BE PUMPED DRY . ,l 1 � , LG - !- 7 0� , p 5, THE CONTRACTOR SHALL BE REC'PONSIBLE FOR SECURING ALL � ` Q j I _ :; ::c , .' , 2 --�' \\\ �� C�'QyrOQ� �� 6 s/ ; 2 VENT LINE TO ,�J�f / P�O���• AND ABANDONED OR REMOVED IN NECESSARY PERMITS BEFORE COMMENCING WORK, I fn f� �' ROOF WITH / t�,� � �O ACCORDANCE WITH THE SCDHS STANDARDS 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN 1 E � � 0 0 4 ,°,I j :11, P( pp p�ED.,,1 e'MIN. ____ _ �� 9C� �� �„� / P�`��I I,L'►I ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL LAWS, (jj a p� �' I CARBON FILTER f 1 L 2 r ;+i`;,;-,A'1!1�7".,:::;:. ,:':;r;:';````;;;;;;,;;;;;;,;;,; � .•'I \1 CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE Qj u N I E..;.,,. ....:_..;.;,.....:.. ..:..:: PERM °, s ti 7� , S F 00 O� o ` ai< ? -. ':' '..... . f;::> i'f?%':-?%;::': EAB di s \ O FOR DISPOSING OF ALL UNSUITALLE MATERIALS OFFSITE. DEBRIS 1 4_ _ :.: .: •::. (? .. :;';:::; ::;?.".".'r•::::;•:>:::::;;;:.:':•:.:.. " .... P D LE GR %y co a • e F,`' m " rn - ..t.•,G3.:.:............:......::':::::-::.:.:::,..,..::::::... ROP -p SED p EL / t, Q° �• ;.r , G �G SHALL NOT BE BURIED ON SITE. \ �- -I >:: :;s: ::. ;;_::>.t;:; t::a::. :;::SRO.? >.:.;:`;:;:s.;:;.>;>: ND PAR RN A �F \ . �, l �� L a _, Dw _ F,,, ;: ,. .-.,,,.,,., KING 0 Y - . o '� .' o o F. SA AIR BLOWER TO BE INSTALLED ON A 4 P.C. cr o :_::s:-AP P \ S FUJI CLEAN U \ Q a o :,; 17 RO RT / 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL . \ W Lu ,........Id........................ P � S t- w w SED P . o OL PAN EL P ED TO CONTR 3 c D WIR G 0 BE HAR LAB P.ND T E $ REINFORCEMENT FOR TEMPERA. RE AND SHRINKAGE TRANSPORT 0U w , U 9 \ �o R �- T Y G A o R O Q i D �, AN TO ALLOW THE S RUCT E WITH TAND AASHTO H-20 v� � T UR TO S c - ? '�.:.i'<.--;: �-:r / / ••' � G LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. O - b S \ \ / . Q. . / - BLOW ER ;'` >`�;',:;':,.:;.:.;,:`�:'� D AIR \ s LEAN USA CONTROL PANEL AN ::::::: :;::'::' P:•:.:. ,� FUJI C a� F 6 \ Q s;•:;'•z: . . ROP, / ° O.� , ;: s "'''= "`'° "`'"` Iti, {w.j; ,;;, ,L \ 8. ALL PRECAST STRUCTURES SHAI L BE MANUFACTURED WITH 4000 PSI . O RDEN ° 128 DAY STRENGTH CONCRETE. \ O - W :':';.> <:;.; .;.."..: ;:•:>:•>:':> :': is:;:::;::;•::.:: :;:>- f:::>.'::.•; ° __ \ UMPS EPSW71619 EJECTOR UNIT 36 0 X 60 DEEP O 1 �,,. / __:� - \ r / LIBERTY P . . \ ;:;:;;;::r:;:;'::';: ':::::•:;:>::' i \\\ F GRINDER -?5 . :•::::::::::.::•:::::,..:.:::::,:::.: :::.:::::•::::: "'``'`` // / F WITH 2.2 HP XLSG202M•2 EXPLOSION PROD 9. SANITARY PIPE TO BE SDR PVC OR AS SPECIFIED ON PLANS. is>: :;;:c`::-:`> 'i::;`1.. :•::.:: :;::,,:a::'xr•:' - :;:•:;':;;-.;•:::;;:;::•... ......., .;:;:;;,;::'::::::,:::,::;::,::::;..:;:.:::;:;::,5 (7: : .... .....::::::::.:......::::::..:.::::::.:::.. Cp / PUMPS OR AN APPROVED EQUAL \ :::.:.,' :':.::::•:.-:::::' :.;.;.;:;; tY., ::::::•:::::::•::..::::::::::. P P 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL . :,-:::,:;::'::: ::":.-':'].,*,. . :;::::::::::::::::::::::.:.:,. o - BE INSTALLED IN ACCORDANCE WITH THE \ •' :... ::......:,.-.::•::::: A:u -, .:.::.;,:�;::' ::';::;:;:;:•::.: �.. � ! ►\ � � MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE G DWELLING <:::.:.:, :<:::':.:.:.,.... AR,. EXISTIN ::::::::::::::..:::::::::::::::::::::.:•:.: :::::::•::::.:::::.,:.:::::; ..:;:'' ;:....:... 1u..:;;•;::•.;::•::',::-:-:.: ti J F ::::::::::::'::::::::::.:::::::::::::..:.: :.::::::::•; -1� ::':::.-:::::::::<::::::::.:::•':':.::.,,,X:,.:. o o URES SPECIFICATIONS :.:::::. :•:':::....:::::::•::::,:::..:•:;,;•;:•:-......:;;,;,;;;,,;,,;,::,. ,.. . ., ....,.:•:::.-::•:::::•:•.....':::::••:::.::.-.:..;;. .; ;;; / / Q MANUFACT ) TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE . TO BE REMOVED .. .:;.:r ''", >':* »: :::.:::�.::::::::. tk INLETS,ETC. THE Rsl­ N METHODS AND MATERIALS EMPLOYED IN THE P OPO CRS{ ,.. ;; ,,,;,,,;;,;;,,;;,,,,;;,� I. ,..,,;,..;.,, ,-•;-;.,_,A; =,A;:;;"6 • / . INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES LT TENT APPROVAL STAMP \ ROP. ::'::`;: P t� ( z ND HEA HI DEPAR M \ SP tl ' .. 1. ...,.� jjAUNDAT ON WAL EEYE AT ,. . . t - / / '`' FO L(T P.) SEDIMENT CONTROL". A ;':::::.:..::::.. �v E ............ :::�.:.: �.:'.:.'.'�.:' :.Y,i'.:'.'.:.:::.:'.':''::�:.:.: .. Oft^ A / �/• SHALL CONFORM TO"THE N'W YORK GUIDELINES FOR EROSION A \ \ .,. ....... . ,.... .....:....... ... ....................:. .•...:.:..... \ ::':?: ` ,::: :':;';:=:,>:;::=::::.::::. .::.:::.::::..�E.OV-i,� ..:.::.'. >:,;,..:::....;:::•::.. a . \ 3 1 ::•:::e:::;;':::::: :•:::'>,!::;:::::,:. '•<;:;;;;:; :':•:-.:,•:::::•::;.::::,. t!-..r:) . :::::":::::'.:':::. , 11. ALL BACKFILL SHALL BE SEt��T��RANULAR MATERIAL COMPACTED ,� AIN a " � A IAF,(0T I 3 s.1 :.:•:..: .:::. :::::.:<.::.:;';::.,.: �..:•::.:.:.: '- - .:.;':.:.:::: AC >;. :>:<;::;::: :::::: °w RY FORCE M \ = ;:::' ;:` ::.;i;A;::;•ii:.";"i J? .. .:,....:.{ .:-::. r::,..<: ::•:::;....:::..>:.:;:::;::::•:;-:r'::;:; `. r n 1 112 SANITA To S/",dAXIF.,UMDENSITYATT. .. . •IM.1Mt.0,oTURECCNTENT, `s:::;;5:; .r.'' 1:;:::.:.::':,;:i•:;•:: Gr � ,., :;�, +x:�"" �..:. , 8 // 4 V " - T( n ES t '*' .:.. .. , n /'1' 1 1 \ „,,,,.: .?. :.: :•:;a;•.1 s::j::•,t-.s;:::;>: ":;;:•.:•i:;:;:."::� : :::. / a�J TO iI�IAIN NOU$�.WASTE LINE " o, _ AS DETERMINED BY STAND.RD FROG - T. r I A _ " I 1-1 >;;:::::'r, ::>:»::::. ;:: ,:;::::;>::. .. ::; •-X: x t ::>::; ::: i/A U�,I _)ti�OYAi�J . Cf��.uuLAT�0��S. -. «:::::::. HDPE h: `"'•?%11"' ( ) 2 LOT AREA:113 907S.F.D / � \ 1 SW 1:::;;� / 1 1 n E EV �:�: � HIGHEST EXPECTED GROUNDWATER L 2.0 � -�:.::'..M:,;�:•;:�::;;: :•,:::.::::..:...: .. ,;<'i �?;?......::::;:?:?' ` � ''� i 13. THERE ARE NO WELLS WITH N 150 0 THE OPERTY. EXISTING CESSPOOLS TO BE P ::>;>: ;,>;::>::>;:;:: ;^ .. '::-::.;'._ .; « ;::.:... >:>:;:;::;::. <- , � '" BOTTOM IIA UI = 0.6 ;.:.:: :'::_.......,,:: .::............ :' -;.;:<s»;<>:<::`::;'`" :::'::.:..... .;:' >:;- ( / ,' OF NIT ELEV.' �..>;:.::::-;::;r ;;_..._•...:.:.:;:;:<;:: ft •r _..,' PROPOSED NORWECO TNT-1250 DRY AND REMOVED IN ACCORDANCE ';::;;:;:;;; :;:: .::;•;.;.: 8A . .....:::. ::::::::::::.:.:: �:> ;:;::;;; k ____�-'.1, � TREATMENT SYSTEM - . TOTAL BUOYANT FORCE: WITH THE SCDHS STANDARDS DW ;' «.;::•::.: �- _ -__-�. _ - r' - - O >::' ::° ::» > ... ____� I 104.69 SFX(2.0 0,.6)X 62.4 PCF--8,492#X 1.5--12,739# (APPROXIMATE LOCATION) I I . _+ . I FORCE W A I 2 272 I RES ST EIGHT OF I/ UN T 1 # I ( W WELL TO BE ABANDONED 9 EXISTING I I . . ;::::-._ 0.I...'.} ::s r +12,272#>-12,739# =-467#BALLAST IS REQUIRED. ::....._A0.0�: :`.: -::.:?`. / I r � 2"VENT LLI D I THE VENT TO BE TERMINATED -467# 1 150 PCF=:3.1 CF o w \� . O I I F THROUGH THE ROOF. O L A G P 0 L E I I CONCRETE B O I O 1 2 M N USE 4 CF C ETE ALLAST f Gj0 Gj . eN ) OCV �0 O G0 _ 6"MIN. V_ (B) I \ ^ CARBON FILTER ALL LEACHING POOLS SHALL BE PLACED IN ACCEPTABLE LEACHING SOILS AS APPROVED BY THE SCDHS. IN THE 50 +... ,- I \M O '�\ WATERTIGHT PLASTIC FRAME&COVER WI APPROVED DEVICE LOCKING DEVICE TO WEIGH 60 LBS.MIN.OR Z `\ / EVENT POOR LEACHING MATERIAL IS ENCOUNTERED,. \ I \ �/ O� " 6 e, Oi 24"O PRECAST CONC.RISER SECONDARY SAFETY LIDS 1 DEVICES TO BE PROVIDED EXCAVATION IS TO BE CONTINUED TO SUITABLE MATERIAL z� /I I � a�\ \�� 0�\\� LOCKING CAST I HEAVY DUTY IRON RINGS(12"MAX.HEIGHT) AND BACKFILLED AS DETAILED. CUTTING RINGS MAY BE . - � F.F.EL. 2"PVC PROVIDE END CAP TYPE 24"O PLASTIC RISER RINGS REQUIRED, \/ l( �O� �`�0 VENT TO COVER TO GRADE(TYP.) LEVELING DEVICES AT (12"MAX.HEIGHT) FCONCRETE \ F \V BLDG, CLEANOUT OUTLETS COVER I \ \ O� F`� CLEANOUT TRAFFIC 1'MIN. CONCRETE TRAFFIC CONCRETE CONCRETE I \ EDGE OF CLEARING \ F F�6 EL.9. GRADE EL.9.6 AIRING SLAB 8.5 FINISHED GRADE /-COVER EL.8,0 BEARING SLAB COVER EL.8.0 COVER J 2'MAX. TRAFFIC . /` �6 \ N INV.EL.6.0 VALVE 1'MIN. 1'MIN.. V MIN. V MIN. TRAFFIC BEARING SLAB / \ - __•- _.- ---,•, __ TiINV.EL.5.6-\. 2'MAX. BEARING SLAB 2'MAX. " _ 2'MAX. " _ 2'MAX. . \ - INV.EL.7.8 INV.EL.6.5111001 -ww : I - ' I F_ � INV,EL.6.3 4"PVC WASTE 2.0' �\ 4"PVC WASTE � 4"PVC WASTE LINE PITCH Y MIN. EL.5.1 Y MIN. LINE PITCH 118 8"EQUALIZATICtl 8"EQUALIZATION 8"EQUALIZATION 21 \ ( 2"VENT TO IIA UNIT 2'-0" 2'-0" 2'-0" . / \ --'i0....•, LINE PITCH 1/4 E .0.6 118 INCH PER FOOT 20 O INV.EL.5.8 INCH PER FOOT III ® Cc PTFE MIN. PIPE ® • MIN. PIPE ® • MIN. EL.4.0 \ . . / "AT \ I INCH PER FOOT 20' 2'MIN. II - \ N \ I I /I ' ✓ ', NORWECO TNT-1250 TREATMENT 28'(5'MIN.) I ) 4- 2'MIN. (16)2.0 FEET DEEP GALLEYS \ it \\ \ ( L f rI. 60'(10'MIN.) SYSTEM - &\ 1 I / ill I- I I = 1111= WATER D 2.0' �L- t �- . _ f_ \,. "�j. •..,.,,,__-..- GROUND WA ESR / `` - ` . \ / - ZON PROVIDE 4 CF BALLAST LROUNDS 3017-2 IS 20" 1� HIGHEST EXPECTED) I F ROUND SEPTIC DISTRIBUTION �II(IIII�rII _� ( R7T `' LEACHING GALLEY DETAIL I _ 6'0 o - /) �` \ \\ � Ne (eC BOX OR APPROVED EQUAL \ FOFeA,k� ��161. \�\ \\ -MIj 8� SANITARY .SEPTIC SYSTEM PROFILE_ N6 -_ \\ �` I ` \\ 6\ N NOT TO SCALE N Y S[?E C . . . \ APPROVED AS PER TEHM� ~ \ AND CONDITIONS OF 213!2020 NYSDEC COMMENTS \ \ ` ~�` 4'6" 8/2712019 SCDHS COMMENTS I �f13Q-D��74 e000( T/ 1 MIN.COVER d. PER NO. REVISIONS E „� . gppR0%14f F4ONG�� -_ �. DAT E - . //{yM 6� \ EX.COTTAGE F.F.8.8 GRADE EL.9.6 . P .98 � n' . .3 ri . . C ?/V/, 1 112"SANITARY FORCE MAIN .( . . INV IN 7.5 (HDPE) = - - . ' '� "' /� i7. Plans are prepared by Condon Engineering,P.C.It is a violation of the New York State Education . SITE PLAN /�1 INV OUT 5.9 INV.EL.6.5 Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed ,. ' , . SCALE:I"=30'-0" v� y WATER EL.AT . EL.3.8 CAST IRON PIPE SLEEVE GROUND WATER 90°ELBOW Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an Item bearing AT FOUNDATION WALL HIGHEST EXPECTED the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or ( ) Land Surveyor shall affix to the item his/her seat and the notation"Altered by"followed by his/her . . (TYP.) NORWECO TNT-1250 TREATMENT SYSTEM signature and the date of such alterations,and a specific description of the alteration. LIBERTY PUMPS EPSW71619 EJECTOR UNIT 36'0 X . . . . 60"DEEP WITH 2.2 HP XLSG202M-2 EXPLOSION .S.C.T.M.: DIST. 1000 SEC.,116 BLK. 6 LOT. 14 . PROOF GRINDER PUMPS OR AN APPROVED EQUAL COTTAGE SANITARY SEPTIC. (TO BE INSTALLED IN ACCORDANCE WITH THE j . . MANUFACTURES SPECIFICATIONS) SYSTEM PROFILE Scale:AS SHOWN Condon Engineering, P.C. CAGNOZZI RESIDENCE NOT TO 12700 NEW SUFFOLK AVENUE 1755 Sigsbee Road Drawn by:JJC F . Mattituck, New York 11952 CUTCH. . . NY Date: 3/28/2019 (631) 298-1986 (631) 298-2651 fax . www.condonengineering.com SANITARY PLAN .. . 2 120 VOLT - 10 - 60 Hz - 20 AMP SERVICE NOTE: AERATOR,PUMP AND INTEGRATED SYSTEM CONTROL PANEL MUST BE PROPERLY GROUNDED. 4"DIAMETER ALTERNATE INLET LOCATION REMOVABLE INSPECTION COVER AERATOR MOUNTING CASTING AND COVER CAST-IN-PLACE GENERAL NOTES: INLET LINE WITH CAST-IN-PLACE HANDLE WITH FRESH AIR VENT ASSEMBLY RECEIVING FLANGE -- APPROVED SEALANT OR m SINGULAIR®AERATOR,AS TESTED AND ® SEALING DEVICE BIO-KINETIC"SYSTEM ACCEPTED BY NSF,OPERATING 60 LOCKING LUGS 0 MINUTES ON/60 MINUTES OFF. P. IL IIII Ilii (III IIII A m FALL THROUGH SINGULAIR"PLANT FROM INLET INVERT TO OUTLET INVERT 0 IS FOUR INCHES. INLET INVERT IS ® ® 0 0 v e TWELVE INCHES BELOW TANK TOP. 0 �0 4'DIAMETER a ®ON DEEPER INSTALLATIONS,PRECAST EFFLUENT LINE Q 0 Q v RISERS MUST BE USED TO EXTEND ® ® A ® ® o o q v e 0 AERATOR IO KINETIC®SYSTEM MOUNTING MOUNTING CASTING D PON- rz CASTING TO GRADE. INSPECTION SOLVENT WELD COVER ON PRETREATMENT CHAMBER MUST BE DEVELOPED TO WITHIN CONNECTION TWELVE INCHES OF GRADE. 0 o BIO-KINETIC"SYSTEM v ®TANK REINFORCED PER ACI STD.318. MOUNTING CASTING 0 AND COVER �REMOVABLE COVERS ON RISERS WEIGH IN EXCESS OF SEVENTY-FIVE POUNDS ON ON ON FINAL CLARIFICATION GASKEED DISCHARGE EACH TO PREVENT UNAUTHORIZED R. R. B CHAMBER FLANGE ASSEMBLY ACCESS. is is R. ALTERNATE INLET PRETREATMENT ®CONTACTS'E LOCAL,LICENSED SINGULAIR DISTRIBUTOR FOR OFF OFF OFF LOCATION CHAMBER SINGULAIR"TANK OUTLET COUPLING ELECTRICAL REQUIREMENTS. PLAN VIEW ICO NTR AERATOR PUMP OPTIONAL BLUE CRYSTAL" TO 4"DIAMETER EFFLUENT LINE BREAKER BREAKER BREAKER EXTENDED AERATION CHAMBER CHLORINATION SYSTEM PROJECT ENGINEER'S APPROVAL: Li OPTIONAL 610-NEUTRALIZER" BIO-KINETIC"SYSTEM DISCHARGE DETAIL I(WE)HEREBY CERTIFY THAT THIS SINGULAIR"AERATOR DECHLORINATION SYSTEM DRAWING HAS BEEN CHECKED AND IS (SEE NOTE 1) APPROVED FOR USE IN CONFORMITY BIO-KINETIC"SYSTEM WITH THE CONTRACT DOCUMENTS. 69 LOCKING LUGS AERATOR MOUNTING CASTING BIO-KINETIC"SYSTEM MOUNTING DATE: BIO-KINETIC"SYSTEM CASTING AND COVER NAME: UNDERGROUND POWER SUPPLY ENTRANCE MOUNTING CASTING IL (SEE AERATOR MOUNTING AND INSTALLATION "` r- CONTRACTOR'S CERTIFICATION: DETAIL DRAWING) SOLVENT WELD 1(WE)HEREBY CERTIFY THAT THIS CONNECTION DRAWING HAS BEEN CHECKED AND IS APPROVED FOR USE IN CONFORMITY " WITH THE CONTRACT DOCUMENTS. ,¢, ! • ` DATE: ! !. NAME: • POWER PUMP AERATOR ALARMS COMM 1 2 3 1 2 3 BREAKERS RELAY AUX AC/DC AUX CRITICAL DIMENSIONS 1--POWER­ - I F-FLOATS-� FV13 INCOMING PUMP AERATORONIOFF ALARM OVERRID • ®O'-3"L1 N G Pi N O A/ N G 1 2 9 4 5 6 0" 931 V 6" 11 8• ®D-2)�" ® ® N6O 3" ®5'-8" " . El9'-3• [Mir-D- 11_0" m r.o• HEALTH (DEPARTMENT APPROVAL STAMP r ! El D'-3" 1061-6" • BIO-KINETIC"SYSTEM I f21 I ®1' 0" PRETREATMENT CHAMBER nr 10 D-2" iY11'-6' FINAL CLARIFICATION CHAMBER r i �5'-6" iZl EXTENDED AERATION CHAMBER CAST-IN-PLACE AERATION " U.S. norweco° CHAMBER TRANSFER PORT BIO-STATIC SLUDGE RETURN OUTLET END VIEW AND FORSGN BD NOTE: PRETREATMENT CHAMBER MINIMUM REQUIREMENTS NOTE: SOME CRITICAL DIMENSIONS ARE PENDING SINGUWR.WASTEWATER im WASTEWATER SHALL BE: 1,250 GALLONS CAPACITY,16 GALLONS PER INTENTIONALLY LEFT BLANK TO BE FILLED NOTE:TOTAL SYSTEM CAPACITY: 2,850 GALLONS TREATMENT SYSTEM -16-0 INCH OF LIQUID LEVEL AND 12 INCHES OF FREEBOARD. SECTION A-A IN PER INDIVIDUAL JOB SITE SPECIFICATIONS. RATED CAPACITY: 1,250 GALLONS PER DAY MODEL TNT-1250 OPO T MIMII S SLATE THER L N _ M M FINISHED STOPPER OR END PLUG SUITABLE COVER 115 VAC HIGH HEAD SINGULAIR O ON/OFF HIGH WATER ALARM TIMER OVERRIDE SLATE OR OTHER GRADE POWER EFFLUENT AERATOR CONTROL CONTROL CONTROL FINISHED n SUPPLY PUMP FLOAT FLOAT FLOAT STOPPER OR END PLUG SUITABLE COVER GRADE GENERAL NOTES: ART NUMBER: m A DEDICATED 20 AMP CIRCUIT BREAKER AT MAIN SERVICE PANEL SHOULD NOT BE ENERGIZED ANI Of W@C UNTIL THE AERATOR IS INSTALLED AND READY TO BE PLACED INTO OPERATION. PATENTSIGN - M UJ PATENTS PENDING SERVICE PRO M WARP SERIES ��y) m INSURE THE AERATOR IS OPERATING WHEN THE FACILITY IS OCCUPIED. WIRING DIAGRAM " 09.15_2015 ® THE LOCAL,LICENSED NORWECO DISTRIBUTOR WILL PLACE THE AERATOR INTO SERVICE. o - - TS ........ ......... W O� LU MMXV S ; 0LU D- o � " ¢ 4"PVC PIPE o� 4 PVC PIPE 4"DIA.30"ELBOW ' 4 DIA,45"ELBOWS _. ti r TM FORCE MAIN CALCULATIONS: 4"DIA.60*WYE 4 �. � . .;� . :• PIPE MATERIAL: HDPE FRICTION LOSS(C):140 ji, PIPE LENGTH: 60 L.F.INCL.BENDS(WORST CASE TO WASTE PIPE OUTLET) FLOW 4"MIN.DIA. FLOW �: '+. LOSS PER 100' 11/2": 14.5' 4"MIN.DIA. { ELEVATION CHANGE: 2.T CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC ' TOTAL PIPE LOSS: 14.5'X 60 L.F110V=8.7'+2.T=11 A' CLEAi4OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC AREA OF PIPE: 1.5 2 X(7T 14)=1.77 IN' GPM: 36GPM @11.4'HEAD LOSS(SEE CHART BELo� SANITARY CLEAN OUT SANITARY CLEAN OUT DETAIL S`, j h '� VELOCITY: V=0.4085 X FLOW I AREA OF PIPE(2 FT.PER SEC.MINIMUM) DETAIL AT BEND AT BUILDING CONNECTION V=0.4085 X 38 GPM 11.77 IN'= 8.77 FT/SEC>2 FT/SEC. NOT TO SCALE NOT TO SCALE USE A 11/2"HDPE FORCE MAIN Notes: v " All wiring and equipment are to be be provided and Installed by the Electrical contractor(EC)in accordance with the National Electric Code(NEC)and Local Electrical Codes. ( /{ BOO " The EC will file all necessary forms and pay all fees for the h" ii"'J<FOR VSA N shown on these- "'' PROPOSED arrange for all inspections and secure asFi e Underwriters will 99$ � ROPOSE which s to turned over to the owner at the n of the CURVE 60 Hz. ELEC I be completion i 180 Al PANEL work. 15 450 �'P78 p All foundation penetrations for entry of directly burled feeders are -°- r SG, +"f l"f�*f to be equipped with galvanized steel sleeves. RMC is to be used at G V V Serie'sI i g p all other foundation and floor netrations. • 69 t °a....ii. ww # i P r Ar. ! x` •��ti5 F`• .yNt �rt`}'' .tL° Yi .! .•r r,l t1 - '. - W i '' f71C 5i ' •PII l So • �a..''°� L ,. ,�_ `Furnish and Install new service equipment and circuit breakers :a EXTERIOR RATED JUNCTION •• ?^?' - 1'40 20 AMP BREAKER shown in these drawings. All panels and breakers are to be crrl.u<4, "" ' fit BOX BELOW GARDE INA labeled. The electric panels are to be installed and grounded in `1, �:' S ;.t°4 °,' .. 1130 SPRINKLER BOX accordance with the NEC and Local Electric Codes. 4 ': I ,fU' 'i .K4•tyH-r -(�`fi. - .1 ..:r %,+,.t�, 'a' y�' a.,' %R,fi,, ,� `., I tT." r;. ,"r•�.a^~ :,b� ,, ,1 L` 1120 12 AWG OF WIRE IN "AII switch and outlet boxes,junction boxes,and pull boxes +�L« i;`' i • Y M. Bail` a TM ri Z; :�: 52 4' " Installed on the exterior are to be galvanized steel and rated for I P�" `;. =i,> .; �,.+p`IY ir,� -�,��,' •;a�u�,'.. off, ...,: r., 1,io '� 314 PVCSCH80 :. , W Y$ - exterior use. .. II r I m CONDUIT 43 � All exterior outlets are to be housed in weather proof endosures. NORWECO WASP F e �. :ao CONTROL PANEL ELECTRIC RISER DIAGRAM 26 NOT TO SCALE REVISIONS 40 Plans are prepared by Condon Engineering,P.C. It Is a violation of the NYS D E C` New York State Education Law,Article 145,Section 7209,for any $: person unless acting under the direction of a licensed Professional M APPROVED AS PER TERMS Engineer,Architect,or Lend Surveyor,to alter any Item in any way.If an 20 ` P item bearing the seal of an Engineer,Architect,or Land Surveyor Is�a AND CONDITIONS 0 ---� " 0 PERMIT�I(�, � 7 _ �D0 p altered,the altering Engineer,Architect,or Land Surveyor shall affix to r a L �. the item his/her seal and the natation"Altered by"followed by his/her a DATE signature and the date of such alterations,and a specific description of 0 the alteration. 10 1s 20 2S 3t3 5 1 3 4t 45. 1 r,tlans Pyr Mtnutcs S.C.T.M.: DIST. 1000 SEC. 116 BLK° 6 LOT.14 -�' - � Wb Scale:AS SHOWN Condon Engineering P.C. CAGNOZZI RESIDENCE g g - W 12700 NEW SUFFOLK AVENUE ° ' Drawn by:JJC 1755 Sigsbee Road CUTCHOGUE, NY OF _ „ Mattltuck, New York 11952 _ IMF (631)298-1986 (631) 298-2651 fax Date:3/28/2019 SANITARY PLAN2 www.condoriengineering.com N W E POLE WATER MAIN S NYT�O NEW , 173 25' 1/'1i%- i5 a3 SUFFOLK ' +FC I 0 �DEEO v 1_SLK q�E f S78�3'9;5'°°�E) NUE 5 00"t POLE'S EDCE OF P I A EMENT f 1 I' ROAD 11 UNE AS MONUMENTED l 1 LIL 1 1 X41 I 1 1 1 I 346.50. / I 1 1 , POLE /(0 CIS ZOO' / ! 1 tip/� actio •/ Ap 1 � / O vY se' .tae, 0 O / 0- 0,0+, 20.2' ! / �_ ST �0 ,,� / /Z It p a q 0 h /' S o // SCO qC� '0vv -010 A01 q'' Q) O coEti oW o // o \\ sl / �P� O{gE�y� / \\ \\ \sco 9 s. 0O P GP O O /\ \S 20.3' / \\\ 60'0\ \\\ \ 3 ), "co O ECONCRE 0. C Q F-OUNDA TION / \ �?y`J '\,�� / OJ�6F y1 p QJ J / tiGG� 1 tK / � 933 P / \\\\ /./•�O / �o Goy Go Q J \ N N 1>0' EDGE EDGE OF CLEARING u� NOV. 13, 2020 LOCATE FOUNDATION pgTF/ AUG. 24, 2020 STAKE FOR CONSTRUCTION n �� JUN. 09, 2020 AMEND PROP. STRUCTURES SEP. 28, 2019 LOCATE ADDITIONAL TREES AUG. 29, 2019 LOCATE TREES ZONE AUG. 15, 2019 AMEND PROP. STRUCTURES JUL 23, 2019 AMENDED fOGe EXISTING SURVEY OF �3 2 f aza) JUL 09, 2019 CORRECTED PERIMETER egNk f Mh J � APR. 01, 2019 IND PROP. STRUCTURES \NsB� N Survey for: DATE: JAN. 03, 2019 ROBERT CA GNA ZZI & JOB N0:2018-657 KIM CAGNAZZI CERTIFIED TO: AllI pp�OX'q coNc✓ J At KIM CAGN�ZZIERT A N A �. FCO Cutchogue ' r' p . H t J�•, AI/C eTown of .� Y Southold k Suffolk County, New York S.C.T.M.: 1000-116.00-06.00-014.000 !aa`�' 40 0 40 SCALE:1"=40' DAVID H. FOX, L.S. P.C. N.Y.S.L.S. #50234 FOX LAND SURVEYING D NOTES: 64 SUNSET AVENUE CEOWE WESTHAMPTON BEACH, N.Y. 11978 1. AREA = 113,982 S.F. (631) 288-0022 OCT 1 2 2021DADJACENT AREA = 105,749 S.F. 2. ■ = MONUMENT FOUND, ® = STAKE FOUND. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE HE BUILDING DEPT. 3. REFERENCED DEED L. 12580 CP 627 & L. 915 P. 303 TEDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL TOWN OFSOUTHOLD 4. ELEVATIONS REFERENCED TO N.A.V.D. (1988). SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 5. FLOOD ZONE BOUNDARIES SHOWN HEREON ARE PERT'F30I FON INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF DI THE TITLE COMPANY, GOVERNMENTAL AGENCY FROM FIRM PANEL N0. 36103C0501 H LAST DATED AND LENDING INST nPON LISTED HEREON . AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS SEPT. 25, 2009. ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS, q1/ L'/ 3 DWG: 2018-657 N W - E UTIL POLE WAR MAIN S NyT °: ' NEW I 173 25' X43 �, SucCo ! \\ (DEED S7 1 1_ �� A 1 \ 17 18 5j8.3 9'00 5.1 D�E� I`�V E I I ' 13 00 ^ 1142" E-O- EDGE OF PAVEMENT 1 17 18 N I 1 24 ROA NE AS MONUMENTEp18 ! I \ I LIL I I I 1 12 / 12 I 346.50. P 10 POLE 1'............. °... 0. I •` / �y �_• �' .................... IrJ PROPOSED I M1 PROPANE / / co s I.w.. ....._ TANKS : X45•� ____. 06 OENEROSED Arm 15 . 1, I PROPOSED ii it -�AN ryY....,. / \ \ \ IIF<. °o r_ 41 / fn n18 m I �- -7L 7r-� �J � I / SyO�, / 14 r=�r—WATERJL. Jt/ I �\ s (DWC`\ 17 L_ pAICVE O 0 a � 20.1' ....:•.. f='�� /. - S �f' P . `15 20 20 13 �� �-/ �-� � 8J ,•a, '� / p�, PSI L - ?PR pA - 1 26 •: Cp�F�aT Qo¢ 4�.:\ ;''' I �� .'��l G3\GFS O Q) O w o (D W\ APRON ...:PROPOSED c U I :.,' ARD 13 �ti.; 13 6�6 \ �tT/�`G���OpC` 1 \ :,,PROP, P j/ / \S / \\ `\ FG (DW/ WALK CAROP. / 21 600•• ROEN Oa 0- ell O \—/ RRAM£POSED 2 ST ��� 19 / �� PQM Pl C O Q ROP �' /OGJ�OF Q 5\ QOj RRl)P GREEN (.......:.:.......... ............:...._.... J SPA. ORCH '...... .•............. / .. `" 1 PROP :�.\..... . ;..............P ` .c TERRACE RR / ED.... RRA�..... \ / \ 6/ . r / / - O ` - (Dw\ / ;... / \\ : ........... fpµ. . 1-1Go Go F� (% fowl 0 (� Pte-/ POOOOL' I (D POOPOSEo �OO,O`\0'Q` LE0 \ Q ; � POLE I 1 \ 16 eCV / 18 c/ / 7 \jON EDGE OF CLEARING 20NF k�rF<s J h JUN. 09, 2020 AMEND PROP. STRUCTURES SEP. 28, 2019 LOCATE ADDITIONAL TREES AUG. 29, 2019 LOCATE TREES AUG. 15, 2019 AMEND PROP. STRUCTURES Survey for: o, JUL 23, 2019 AMENDED EXISTING SURVEY GF OF (F8) JUL 09, 2019 CORRECTED PERIMETER R OBER T CA GNA ZZI QL APR. 01, 2019 IND PROP STRUCTURES KIM CA GNAZZI DATE: JAN. 03, 2019 N68181\�� \�, ;ry JOB NO:2018-657 S ►v \ �� At Cutcho ue CERTIFIED TO: AP 0'Y/Mq q(OjyC�\ \ \ Town of KIMERT CAGNAZZIAllI ADJACENT LOT LOT COVERAGE: p^� �y1yM �6�98� ,\\\ r O Southold HOUSE = 1824 S.F. �i� Suffolk County, New York '"�� `� t`V COTTAGE = 1271 S.F. A� Q�` H. Fps OAl fj� GARAGE = 698 S.F. v PORCHES = 299 S.F. S.0-T.M.: 1000-116.00-06.00-014.000 q r ` DECK = 245 S.F. ao 040 TOTAL = 4337 S.F. OR 4.1% 1 fI r O PROPOSED: SCALE:1"=40' �� ♦" HOUSE & GARAGE = 4435 S.F. � - PORCHES = 772 S.F. NOTES: / TERRACE = 5501 S.F. 1. AREA = 113,982 S.F. DAVID H. FOX :S..'P.C:- N Y.S.L.S. #50234 COVERED TERRACE = 1044 S.F. ADJACENT AREA = 105,749 S.F. FOX LAND SURVEYING POOL = 720 S.F. 2. ■ = MONUMENT FOUND, ® = STAKE FOUND. 64 SUNSET AVENUE SPA = 64 S.F. WESTHAMPTON BEACH, N.Y. 11978 COTTAGE = 1271 S.F. 3. REFERENCED DEED L. 12580 CP 627 & L. 915 P. 303 COTTAGE PORCH = 264 S.F. STORMWATER DRAINAGE 4. ELEVATIONS REFERENCED TO N.A.V.D. (1988). (631) 288-0022 WALKS = 757 S.F. HOUSE & COTTAGE = 5706 S.F. 5. FLOOD ZONE BOUNDARIES SHOWN HEREON ARE UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE FROM FIRM PANEL NO. 36103CO501 H LAST DATED EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING SHOWER = 25 S.F. 5706 S.F. X 0.167 X 1.0 = 953 C.F. THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL APRON = 1039 S.F. 953 C.F. / 42.24 = 23 V.F. SEPT. 25, 2009. SHALL NOT BE CONSIDERED TO BE A VALID TPUE COPY. PROVIDE (6) 4' DEEP X 8'0 DRYWELLS 6. SANITARY DESIGN BY JOHN CONDON. CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE TOTAL = 15892 S.F. OR 15.0% PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS 7. APPROX. 200 C.Y. FILL REQUIRED. BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON , AND TO THE 8. = TREE & CALIPER ASSIGNEES OF THE LENDING INSTITUTION, CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS DWG: 2018-657 N (Dwellin TEST H OLE DATA z - _ 9 Wj CASE RD. -' Well) EL.7.9 6 I 1 <0r --I - -- -- �' DARK BROWN LOAM(OL) -AUX) >- �� U m Y i - BROWN SILTY SAND(SM) w unL. 1 - '= (pW BROWN SANDY SILT(ML) NEW SUFFOLK AVENUE / PALE ' -.�NYT;�, NJJ\''''''��-,A ' _� ellen 9 W jPUb1iC 5.9'WATER TABLE EL.2.0(HIGHEST EXPECTED) w / 1 ,.__ #a._3 �.-: `-- , Y .. ` 1 1 "�-- - } wafer) PALE GREY SILT(ML) ) _ _ t 7P PR(7JECi � _ PALE BROWN FINE SAND(SP) \ \ V L /q - 7.1'WATER TABLE EL.0.8G LOCATIONn�UE ' SAT 35 pp as� 4LE�O ED CE OF\PAVEM - • ._ B4Y / \ ! (DEED S7g• 2 ENr WATER IN PALE BROWN FINE SAND(SP) 1 1/ Mtn • ids Mo . II 17 1"=600' ', -/ 1 \ NUfldENTE p l'L -- TESTHOLE BY McDONALD GEOSCIENCE 1111 t/ / \ 41 DATED FEBRUARY 7,2019. �+ GROUNDWATER ENCOUNTERED TV 346.SO V BELOW GRADE. PROPOSED ELECTRIC SERVICE l / -� j \ • ��.�..... / \\ i // \\ POLE �#........: / �/ �J / #4p GENERAL NOTES / PROPOSED WATER SERVICE CIOI 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM % 'w , \/ / 4�\ / (4S TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF cr PROPOSED ELECTRIC TO i� t / } v / 3 SOUTHAMPTON AND THE SUFFOLK COUNTY DEPARTMENT OF 1 PROPOSED 50%EXPANSION 8.5'X 4.75'X 2.0'DEE i Q ' rp BE PLACED i'V CONDUIT ow ` z��J 1 / / , 1 LEACHING GALLEY(WP.OF 8) / r2 PROPOSED I p// / � � °�n°� / 2. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY FOX E Q I / �v + LAND SURVEYING DATED JANUARY 3,2019. ELEVATIONS ARE f / - 40 1 DISTRIBUTION BOX ROQO Py ( / c O` �� / REFERENCED TO THE NAVD'88 DATUM. PROPOSED 8.5'X 4.75'X 2.0'DEEP ! r F - PODW �Fl. A I // /r / �'V 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH LEACHING GALLEY PP.OF 16) lo' �... F f (, o� ' / OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE ! / , : _MIN rr r ., ,.,.. e 'I' VVIVI FV1VIWIA IJ AVVIJCVnLL JVUJVfNf'nVC IINFVFMVnIIVIVJrNYY1V ' L --•n 4' / ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED LG PROPOSED AIR 1 j' 150,0 L4 LG LG I LINE W ( / ACCORDINGLY IN THE FIELD. F~ LG LG LG LG 1 S` S>,o T / I( / 4- A MINIMUM EIGHTEEN(18)INH EI�VERT CAL 1N OF TEN 6 TO BE MA)FEET INTAINTALAND NED BETWEEN I U i j LG LG LG 98� F� q tFr 1 WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR w l •. F LG WATER IN. s8, �' o i• ' / STRUCTURES. / LG .� -.,'� �. B �o / PS EXISTING CESSPOOLS TO BE PUMPED DRY Lo 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL --� Q c4 20 it : O' er'` \ ti F ST F� "' Q� Q) `o it _ _\ \�� �°�A9 aQy 1 s 9 j .•2 VENT LINE TO �Q - AND ABANDONED OR REMOVED IN NECESSARY PERMITS BEFORE COMMENCING WORK. \ ! �' ' ACCORDANCE WITH THE SCDHS STANDARDS ' {rj o `'�f) � 0�() e'MIN. O ____ _ r� qG,F �� ROOF WITH .�� v ��;�,I I`L 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN a�, a �}p� �' R �) CARBON FILTER P P �l ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL LAWS, � 1,-0 � v o c� � l- G F ' _ ...;-.,:...: � PERMEAB / a� s• ti ,, �.•' M p � CODES AND ORDINANCES.CONTR4CTOR SHALL BE RESPONSIBLE m '� #�63 PR OP( G �y A Cps 4 S GjJ O� Qct FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS AIL.__ SED no,. L i >n- o \ . l �� `�' G. i ,, h tN - ��• v v SMALL NO tit buRltu UIWJI I E. • a �, OW AP � � �KIN►G O � � \ o O Y f \ r s Q 5`- FUJI CLEAN USA AIR BLOWER TO BE INSTALLED ON A 4'P.C. ( ) [� Q- I w o v � R,)t . ROP RT . o p COUR oAR / E `� S s s, / Q�F,PQ SGP SLAB AND TO BE HARD WIRED TO CONTROL PANEL 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL \ _ REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE,TRANSPORT, \ O AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 1- LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. \ Q 3 vFROa PR OP• \ FUJI CLEAN USACONTROL PANEL AND AIR BLOWER ACK .0. GARDEN '' =s. / 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI t `\ LIBERTY PUMPS EPSW71619 EJECTOR UNIT 36'0 X 60"DEEP !2e DAY STRENGTH GvNi RtTt. `:'..PR°p / / \ F WITH 2-2 HP XLSG202M-2 EXPLOSION PROOF GRINDER 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. OUSE STORY �o. oPy,P�,�aPU APPROVED UAL „� M_ _-_-e_, „� _ �.-�. 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL \ ••�-., :. � ,FRAME �•...•''•• MPS ORANA ED ER �� n � . \ � _. _ "'jr z " MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE EXISTING TO BE REMOVED i ! ,..:.: // o o Q MANUFACTURES SPEC F CATIONSBE INSTALLED IN )E WITH THE " . . j , - . r_,,.,.. ` \ �...,PROS, / '� a mow. �-j" ._.: .: ,;..1_. ....^., .._ , TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE \ pRnp t ` �(Rc- {&6EpRQp� PROPO D / / G� '` ` " `_pINLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE \ SP r"RC.H WATE ERVI / �. `�• CA T ) `"`; '- 1-% :'- • 1 'J'-"�- ~-y•` q,. _ `^„ . _e �� INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES HEALTH DEPARTMENT APPROVAL STAMP A ST IRON PIPE SLEEVE A �"'- •- _ _ �.••• � • • FOUNDATION L ) `"'"`"""""""""""" "-""•-•"-amu HE NEW YORK GUIDELINES FOR EROSION AND 1 PRO , ..,.... ........... / '` F, WALL(TYP. SEDIMENT CONTROL'•T ``\\ 35 1_ _`;i `1 r�191 A`E ,, `, DW \ I i • O n O 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED '+�•�b� a� r _; n 1112"SANITARY FORCE MAIN STORE CONTENT, TO 95%MAXIMUM DENSITY AT TI-N OF TIMUM MOI NT . TO MAIN HOUSE WASTE LINE AS DETERMINED BY STANDARD PROCTOR TEST. 111 - ) \ I/A UNIT BUOYANCY CALCULATIONS: J.,t °' f. -'•• - . 1' Dc (HDPE) t - , 12. LOT AREA:113,907 S.F. EXISTING CESSPOOLS TO BE PUMPEDr I I- / / ' HIGHEST EXPECTED GROUNDWATER ELEV. = 2.0 ? r�" 13. THERE ARE NO WELLS WITHIN 150 OF THE PROPERTY. _ DRY AND REMOVED IN ACCORDANCE \ TNT 1250 - •_ - -- ""T'-" -- - BOTTOM OF I/A UNIT ELEV. - 0.6 } m WITH THE SCDHS STANDARDS -` - TREATMENT SYSTEM }� : : `t.. €r = n TOTAL BUOYANT FORCE. $ry PROPOSED NORWECO DW (APPROXIMATE LOCATION) i l F.�.. ..., f t � / � :. t . t,n_•}f;, e , .,•••'_` • 104.69 SFX(2.0-0.6)X 62.4 PCF=-8,492#X 1.5=-12,739# (g) /r EXISTING WELL TO BE ABANDONED k :<.• 1 a t I .. �_ .,,-_,,,,,.,,_ , • _ RESIST FORE EIGHT OF I/A UNI +12,272# Pte P t J P •� '; `• � E(W T)_ :. .. POOL +12,272#>-12,739# 467#BALLAST IS REQUIRED. 2'VENT O €t FLAG THE VENT TO BE TERMINATED r O POLE / / \ e) �' / THROUGH THE ROOF. -467# /150 PCF=3.1 CF / (fie \ 12-MIN. I i.IQ` PC yfr k:frD`TE DA 1 ACT ("0 G6 GQ�1 6'MIN. f / 6 50 +••: (g) \ \ /� �C Q� �� CARBON FILTER WATERTIGHT PLASTIC FRAME&COVER W!APPROVED ALL LEACHING POOLS SHALL BE PLACED IN ACCEPTABLE y�\ DEVICE LEACHING SOILS AS APPROVED BY THE SCDHS. IN THE LOCKING DEVICE TO WEIGH 60 LBS.MIN.OR EVENT POOR LEACHING MATERIAL IS ENCOUNTERED, a PJ O, 24'R1 PRECAST CONE.RISER SECONDARY SAFETY LIDS/DEVICES TO BE PROVIDED HEAVY DUTY AND RINGS(12'MAX.HEIGHT) r EXCAVATION IS TO BE CONTINUED TO SUITABLE MATERIAL r a r r M 417r .. ,, .-1 Q('KIN(;('ACT IRON nnnxnnr rkinnenTvnr I 7AVA DI ACTV'DICED Dlf k C AND BACKFILLED AS DETAILED, CUTTING RINGS MAYBE m \r t e°iy Q\ Y VENT TO COVER TO GRADE(TYP.) LEVELING DEVICES AT (12'MAX.HEIGHT) CONCRETE REQUIRED. BLDG. CLOUT OUTLETS COVER c / \ EDGE OF CLEARIN \ OtiF F�F� 9, CLEANOUT GRADE EL.9.6 TRAFFIC 1'MIN. CONCRETE TRAFFIC CONCRETE CONCRETE G \ 4 6� EARING SLAB ,8.5 FINISHED GRADE COVER EL.8.0 BEARING SLAB COVER COVER 7 MAX. EL.8.0 INV.EL 6.0 VALVE V MIN. TRAFFIC 1'MIN. 1'MIN. V MIN. TRAFFIC BEARING SLAB INV EL 7 = V JXMAX MAX MAX. MAX. - . .._.. TI.•�-- � INV EL - `INV.EL.6.3 EL 2 f I .... - • `..•. r, ?MIN 4'PVC WASTE f� 4'PVC WASTE /2'VENT TO I/A UNIT `� 4'PVC WASTE LINE PITCH n 5 r�nN. LINE PITCH 118 J 8'EQUALIZATION 7-0. 8'EQUALIZATION 7-0„ 8'EQUALIZATION 7-0• � ® ® - 1 / LINE PITCH 114 6 118 INCH PER FOOT 0 0 INV.EL.5.8 INCH PER FOOT ®� PIPE MIN PIPE ® PIPE ® MIN EL 4.0 a0 ® r INCH PER FOOT J L1 E .o. 20' 2'MIN. I Ii MIN. ' S } ' C 0.� -�c-r NORWECO TNT-1250 TREATMENT 28'(5'MIN.) ( ) (16)2.0 FEET DEEP GALLEYS � �«`� _- ,... -......._.._. 60'(10'MIN.) SYSTEM - 2'MIN. ,..,...-. ,.•.,,.....f.,�_.�<�... \ \ -,+..��, lam_-- _._ .. .. . 'L.) I �-��,...1•.1 �_ x WATER EL 2d PROVIDE 4 CF BALLAST 1 POLYLOK3017-20H620' II�� �•��I� � GKOUNDINAIER -9 I�i IiII aR��� I L_ t� N _ III I - I I I I I I I I / Y (HIGHEST EXPECTED) �" � % i /• ` SEPTIC DISTRIBUTION �I� il� IIS ROUND Ill I I I S � �I I I BOX OR APPROVED EQUAL -. _ . . - - : . ..:,• _.._• � eocF �. � / � � \ �� 2O"e �ez8� Qu LEACHING GALLEY DETAIL T F SANITARY SEPTIC SYSTEM PROFILE cap Tr£Lr \ \ \ ....... ... 8/27/2019 SCDHS COMMENTS °RO�rME q O G✓ \ MIN.COVER REVISIONS ^ q TeC N e �J G t` ea.Cv i WE F.F.8.8 GRADE EL.9.6 C � 111?SANITARY FORCE MAIN N , . INV IN 7. P =_ - - _ SITE PLAN 5 (HOPE) a I Plans areprepared by CondonEngineering, It Is a violation of the New York State Education .._.________.____._._._.. re C P.C.P INV OUT 5.3 INV.EL 6.5 - SCALE:1'=30'-0' /q �/ WATER EL 2.0 Law,Article 145,Section 7209,for any person unless acting under the direction of alicensed CAST IRON PIPE SLEEVE 90°ELBOW Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing ; EL.3.8 GROUNDWATER ♦L I - -. A. L:. .I ,L�. a A.L:, _ e a `-AIFUUNUATIVNVYALL (HIGHEST EXPECTED) e,=a I I �� ":y••• •,:., ., •, , y�ry;c2cr _. Land Surveyor shall affix to the item histher seal and the notation'Altered by"followed by his/her u `` NORWECO TNT-S1 TREATMENT signature and the date of such alterations,and a specific description of the alteration. LIBERTY PUMPS EPSW71619 EJECTOR UNIT 36'0 X TEM Or DEEP WITH 2.2 HP XLSG202M-2 EXPLOSION PROOF GRINDER PUMPS OR AN APPROVED EQUAL COTTAGE SANITARY SEPTIC s.c.T.M.: DIST. 1000 SEC. BILK 6 LOT. (TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES SPECIFICATIONS) 6Y61 tM VKUI-ILt Scale:AS SHOWN Vondon engineering, N.L. GAUINULL1 Kt51UbNUt NOT TO SCALE 12700 NEW SUFFOLK AVENUE Drawn by:JJC 1755 Sigsbee Road CUTCHOGUE, NY OF Mattituck, New York 11952 Date:3/28/2019 (631)298-1986(631)298-2651 fax www.conaonengineenng.com SANITARY PLAN N W E UTI L. POLE w`R MAIN NYTa � - • - NEW S SVFF ! 123.25, DEED OLK VENUE x78'35:5`°°•E' PA J O�. O ED I C #42E GE-0- OF Pq yEMENT 1 i I � I / I ROADLlNE KEYPAD AS MONUMEN TED I GATE LIL FEN 346.50, I , / POLE osw i // / I N40 0. W / / R7 IA;A e FEN ! Off\ J4•e"// Q Q ?J•4. W GENERATOR w LGO41 TRSFpI L3jOMR PROP MET�/ OT E 0 m � / / �'y /• O @J EL. PANEL i Dp f7/ r�ti0 Q EN Lcz d 7 00, //sa/ ooptiD 1 O sr O " 'X-a B 2s.2' LGip % C' ;0�y a q l -CO j v BLOCK APRON / �•SreTgC<F CL a I ��,/ Q^ o CIO rnDW / ss'^�, ,,s m ,T \ M- `O / qo y 111 QJ W�Q p8W DyoNE DRIVEWAY ST cot, eRep^ ci 2 O DW ONE DRIVEWAY •/ \\`\ \S s91 / �P���p�'�� 20.2' L a m SLATEWALK oFEN 5.7• s`OQ/OWC 52' 21.8'0 PORCH \ F. rr,� 3 � 19 2- h 21 7. a �Oc3•h� / \ / QF C 0 Q w O 85. _ HOUSE SR'I'FRAME 172' A WOOD o & GARAGE / FENCE Q)0 \ ���• / o' 3 DW ! N�� GATE \ / / OQ�Q Q' M / C-j o. xz _a I PLANTERCOVERED PA TIp so \ , K�TN DEC /1.4• \\\�� K ABO n• D6y SPq SLATE Pq TIO e9' OW GRASS tK SPLANTER C7 SLA rC DW PATIO PROPANE �Ql w 3 / p u W v v 4 DW '41 O'C w FEN Q I POOL E DW \ OV a�. o.7•w Q. O,\ \e� POOL P La J LO RETU R N POOL ti FEN \ AO " �� ! '" �•,a APR 19 20.23 FEN \� E O1F \F \ APR. 18, 2023 AMEND LABEL \ NOV. 21, 2022 ADDED SEPTIC LINE OCT. 25, 2022 FINAL SURVEY 04TF\ MAR, 08, 2021 SET STAKES \ NOV. 13, 2020 LOCATE FOUNDATION \ AUG. 24, 2020 STAKE FOR CONSTRUCTION 9. 2020 AMEND PROP. STRUCTURES SEP. 208, 2019 LOCATE ADDITIONAL TREES AUG. 29, 2019 LOCATE TREES fo / 20 x AUG. 15, 2019 AMEND PROP. STRUCTURES �f Op \ ,•3 Nf(f�8 JUL 23, 2019 AMENDED EXISTING SURVEY JUL 09, 2019 CORRECTED PERIMETER \N6 \ DM Surve for: APR. 01, 2019 IND. PROP. STRUCTURES \ ry y DATE: JAN. 03, 2019 JOB N0:2018-657 ROBERT CA GNA ZZI & KIM CA GNAZZI CERTIFIED TO: pAppROk/�q�A�ON \ \ ROBERT CAGNAZZI F� A �C f"wM l6)98� ` At KIM CAGNAZZI'"'`.RYA-`." O'vCutchogue ' B Town of q Y Southold Suffolk County, New York o ! S.C.T.M.: 1000-116.00-06,00-014.000 40 0 40 ADJACENT LOT COVERAGE SANITARY MEASUREMENTS SCALE:1"=40' DAVID H. FOX, L.S. P.C. N.Y.S.L.S. #50234 HOUSE = 4864 S.F. FOX LAND SURVEYING PORCHES = 244 S.F. A B NOTES: 64 SUNSET AVENUE TERRACE & PATIO = 2829 S.F. ST 59.5' 106.0' 1. AREA = 113,982 S.F. STHAMPTON BEACH, N.Y. 11978 . DECKS = 983 S.F. (631) 288-0022 POOL & SPA = 672 S.F. DP 93.5' 78.0' ADJACENT AREA = 105,749 S.F. COTTAGE = 1271 S.F. 2. ■ = MONUMENT FOUND, ® = STAKE FOUND. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY LG1 79.0' 65.0' IS A VIOLATION OFSECTION 7209 OF THE NEW YORK STATE COTTAGE PORCH = 264 S.F. EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARIrJG WALKS = 159 S.F. LG2 108.0' 27.0' 3. REFERENCED DEED L. 12580 CP 627 & L. 915 P. 303 THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHOWER = 32 S.F. 4. ELEVATIONS REFERENCED TO N.A.V.D. (1988), SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. APRON = 740 S.F. LG3 107,0' 77.0' 5. FLOOD ZONE BOUNDARIES SHOWN HEREON ARE CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS ARBOR = 58 S.F. BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY LG4 129.0' 49.0' FROM FIRM PANEL NO. 36103CO501 H LAST DATED AND LENDING INSTITUTION LISTED HEREON , AND TO THE TOTAL = 12,116 S.F. OR 11.5% SEPT. 25, 2009, ASSIGNEES OF THE LENDING INSTITUTION. CERT FICATONS ARE NOT TRANSFERABLE TO ADDITIONAL IN TI TUT ONS OR SUBSEQUENT OWNERS. DWG: 2018-657 LE kl" MAR 3 1 2023 , MAR O6 2023 �q)m Or—HOW 173.25' NEW SU FrOLK 0. 1 346.50, 4� 14S 5• fill ol Qj EL 14 Q] c'o?' .43 - --__------ N. 04 -0;e 0 C.L.OIL. 0 0 6A 0) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERWCES APPROVAL OF CED WORKS R A SINGLE FAMILYONSTRUCTRFAIDENCE ANDFO 0 I O7 Po�, 2023 H.S.Ref.N.r -j dmw cepd r,*�Why fcta Dt,oiD 1,—h—b�l kvipac*d Qi&m md;U by W 131=�'ot-ag..x�s mei$amd to LA-- PF chief NOV.21 2022 OCT.25:2022 MAR.OB,2021 NOV.13,2020 coca Eaxp.nw AUG. G.24,2020 t • JUN'09,2020 SEP 26.2019 ......- AUG. 2019 sauce mEcss "c' AUG.15,2019 JUL 23,2019 JUL 9:201 209 • APR.01 19 I'D"OP S-i—S Survey for: DATE:JAN.03:2019 ROBERT CAGNAZZI & JOB NO:2018-657 CERTIFIED TO: KIM CAGNAZZI ROBERT CAGNAllI At KIM CAGNAZZI NW4 6)B8• ccCutchogue loo, Town of eq Y Southold Suffolk County, New York S.C.T.M.: 1000-116.00-06.00-014.000 40 �^a [`nein n SCALE:1"=40' DAVID H.FOX,ZS�.P.t."N­Y.S.L.S.850234 ADJACENT LOT COVERAGE SANITARY MEASUREMENTS FOX LAND SURVEYING HOUSE 4864 S.F. 64 SUNSET AVENUE PORCHES 244 S.F. �- B NOTES: Rlo- WESTHAMPTON BEACH,N.Y.11978 TERRACE PATIO 2829 S.F. T 51-5,lm� 1.AREA-113.982 S.F. _ 0 22 DECKS 983 S.F. ADJACENT AREA=105,749 S.F. (631)288 S.F. POOL&SPA 672 OF 93.5' 78.0' MONUMENT FOUND, A=STAKE FOUND. COTTAGE 12 2 0 LGI 79.0- 65.0- 71 S.F. COTTAGE PORCH 264 S.F. 3.RE -- -— FERENCED DEED L.12580 CP 627&L.915 P 303 WALKS 159 S.F. LG2 T08.�i7.0- 4.ELEVATIONS REFERENCED TO N.A.V.D.(1988), SHOWER =32 S.F. LG3 107.0-77.0- 5.FLOOD ZONE BOUNDARIES SHOWN HEREON ARE APRON 74 S.F.X, �—T. N 5 ARBOR 8 LG4 129.0'49.0' FROM FIRM PANEL NO,36103CO501 H LAST DATED TOTAL 12,116 S.F.OR 11.59. 009. SEPT.25,2 DWG: 2018-657 ----------—------ 4 Ll-I (e-7 -5 Hobbs,Inc. Austin Patterson Disston Owner. Cagnazzi Residence Cagnazzi Residence Architect: Architects 12700 New Suffolk Avenue Summary Sheet Contact: Theresa Steinhardt Cutchogue,NY 11935 Printed on: 6/4/20,., Revised on: 11/25/19 Created on: 9/23/19 Sect Hobbs Estimate # Description Material Subcontractor Total 01-750 General Conditions $0 $279,452 $279,452 02-050 Demolition $0 $63,996 $63,996 02-100 Excavation $0 $122,000 $122,000 02=720 Well-Water $0 $0 $0 02-740 Septic S stem $0 $60,175 $60,175 02-810 Site Improvements $0 $69,500 $69,500 02-820 Pools $0 $125,500 $125,500 03-300 Concrete $0 $263,200 $263,200 04-200 Maso $0 $440,888 $4A888 05-100 Structural Steel $0 $125,000 $125,000 05-600 Miscellaneous Metal $0 $21;000 $21,000 06=060 MetalFasteners $24,300 $6 $244,300 06-100. Rough.Carpentry $280;602 $286,602 $567,204 06-110 Exterior Trim $149,061 $196,860 $345,921 06-120 Wood Siding $0 $48,300 $48,300 06-200 Finished C $83,642 $162,859 $246,501 06-400 Architectural Woodwork $0 $305,716 $305,716 06-430 Stairs $0 $90,103 $90,103 06-500 Miscellaneous Woodwork $0 $0 $0 07-150 Dam :/Wat roofing $0 .$7,500 $7,500 07-200 Insulation 1 $0 $80,000 $80,000 07-500 Roofing/Sheetmetal $0 $298,445 $298,445 08-200 Interior Wood Doors $78,217 $0 $78,217 08-360 Door/ erator $0 $29,332 $29,332 08-600 Exterior Windows/Doors $798,914 $168,828 $967,742 08-700 : Finished Hardware $45,000 $0 $45,000 08-730 Weathers $0 $0 $0 08-810 Glass/Mirrors $0 $4,000' $4,000 09-215 Plaster $0 $0 $0 09-250 Gypsum Drywall $0 $199;975 $199,975 09-:310 Ceramic Tile/Marble $69,542 $148,071 $217,613 09-560 Wood Flooring $0 $152,500 $152,500 09-665 Resilient Flooring/Base $0 $0 $0 09-900 Painting $0 $270,900 $270,900 10-800 Bath Acces./Medicine Cabinets $5,000 $0 $5,000 10-820 Shower Doors $23,761 $0 $23,761 10-950 Special Construction $0 $190,219 $190,219 11-450 Residential Appliances $80,500 $5,000 $85,500 15-400 Plum $0 $99,500 $99,500 15-440 Plumb' Fixtures $72,000 $0 $72,000 15-500 JHVAC $0 $450,900 $450,900. 16-100 jElectrical. 1 $0 $210,231 $210,231 1&500 Electric Fixtures $75,000 $0 $75,000 16-670 Lightning Protection $0 $0 $0 16-720 Alarm&Detection Systems $0 $0 $0 16-740 Specialty Electrical Systems $0 $0 $0 17-101 Insurance $0 $130,435 $130,435 Subtotals $1,785,539 $5,106,987 $6,892,526 Overhead&Profit @ 12.00% $827,103 $827,103 BUDGET TOTAL I ' , Bulletin 006 January 2020 ® Model RFC Series Residential Sprinklers Flat Concealed Pendent cULus Listed Features • cULus Listed as Residential Sprinklers . • Push-On cover plate installation • Low water flow requirements Product Description Model RFC Series residential sprinklers are flat cover plate, concealed pendent sprinklers intended for installation in Model RFC30&RFC30LL Model RFC43&RFC43LL accordance with NFPA 13, NFPA 13R, or NFPA 13D. The sprinklers are cULus Listed as Residential Sprinklers in ac- cordance with UL 1626. In addition, Model RFCLL Series sprinklers are cULus Certified for Health Effects to NSF/ANSI $, standard 61 Annex G(LL)and Australian WaterMark Certified (WMCS). "3 Model RFC30 sprinklers have a 165°F (74°C) temperature rated fusible-link operating element. Model RFC43, RFC49, RFC58, and RFC76 sprinklers are offered with either a 165°F (74°C) or 212°F (100°C) temperature rated fusible-link oper- ating element. Sprinklers with a 165°F (74°C) temperature Model RFC49&RFC49LL Model RFC58 rating are ordinary temperature classification and are listed for use with a 135°F (57°C) temperature rated cover plate. Sprinklers with a 212°F(100°C)temperature rating are inter- mediate temperature classification and are listed for use with a 165°F(74°C)temperature rated cover plate. Model RFC Series sprinklers are installed with a Model RFC or Model G5 Cover Plate, Model G5 Cover Plates may be installed by either pushing or threading the cover plate into the sprinkler cup.Model RFC30,RFC30LL,RFC43,RFC43LL, RFC49 and RFC49LL sprinklers allow 1/2" (13 mm) of cover plate adjustment. Model RFC58 and RFC76 sprinklers allow 3/4" (19 mm) of cover plate adjustment. Model RFC and G5 Model RFC76 Model RFC&G5 Cover Plate Cover Plates are available in a variety of finishes as listed in Table H. Sprinkler Model Nominal K-FactorMax.Coverage Area Listings& Sprinkler Identification gpm/psi (1/min/bar'll ft x ft(m x m) Approvals Number(SIN) RFC30 3.0(43) 14 x 14(4.3 x 4.3) cULus RA0611 RFC30LL 3.0(43) 14 x 14(4.3 x 4.3) cULus, LL,WMCS RA3211 RFC43 4.3(62) 20 x 20(61 x 6.1) cULus RA0612 RFC43LL 4.3(62) 20 x 20(6.1 x 6.1) cULus, LL,WMCS RA3212 RFC49 4.9(71) 20 x 20(6.1 x 6.1) cULus RA0616 RFC49LL 4.9(71) 20 x 20(6.1 x 6.1) cULus, LL, WMCS RA3216 RFC58 5.8(84) 20 x 20(6.1 x 6.1) cULus RA0613 RFC76 7.6(109) 20 x 20(6.1 x 6.1) cULus RA0618 cULus:cULus Listed to UL1626;Residential Sprinklers for Fire Protection Service. LL:cULus Certified for Health Effects to NSF/ANSI Standard 61 Annex G(Less than 0.25%Lead content). WMCS:Australian WaterMark Certified. www.reliablesprinkler.com RFC3 11 Model 1 & RFC30LL •- • 1 16 RFC30LL: Technical Specifications Sensitivity Style:Flat Concealed Pendent Fast-response Threads:1/2"NPT or ISO 7-1111/2 ` Nominal K-Factor:3.0(43 metric) Temperature Rating ..,., Max.Working Pressure:175 psi(12 bar) 165°F(74°C)sprinkler Min.Spacing:8 ft.(2.4 m) 135°F(57°C)cover plate q` e Material Specifications Cover Plate Thermal Sensor:Nickel Alloy Solder Link Model RFC Cover Plate Sprinkler Body:Brass Alloy Model G5 Cover Plate Levers:Bronze Alloy Yoke:Brass Alloy Sprinkler Wrench Sealing Assembly:Nickel Alloy with PTFE Model FC(without wrench-able cap) Load Screw:Bronze Alloy Model W3(with wrench-able cap) Towers:Copper Alloy `v Pins:Stainless Steel Listings and Approvals 40•,`+A� o Deflector:Bronze Alloy cULus Listed to UL 1626c ; Cup:Steel cULus Certified for Health Effects to NSF/ANSI Bottom View Standard 61 Annex G(RFC30LL only) . Cover Plate Finishes Watermark Certified(RFC30LL only) (See Table H) Model RFC30&RFC30LL Sprinkler Components and Dimensions 2-5/16"(58 mm) Threads Dia. Body Cup Tower 1-3/4"(44 mm)+/-1/4"(6 mm) Fusible Link Nominal face of fitting to ceiling Deflector(retracted) 3/16"(5 mm) Pin(extended) II II Deflector(extended) I a� Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model RFC30 and RFC30LL Sprinkler Hydraulic Design Criteria •• - Minimum Flow and Residual Pressure t't Max.Coverage Area(a) Flow Pressure ft.x ft. gpm psi (m x m) (1/min) (bar) 12 x 12 9 9.0 (3.6 x 3.6) (34) (0.62) 14 x 14 10 11.0 F (4.3 x 4.3) (38) (0.76) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table B above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 006 a iabl Page 2 of 8 January 2020 www.reliablesprinkler.com Model RFC43& RFC43LL Residential Sprinklers RFC43: SINRA0612 RFC43LL: SINRA3212 Technical Specifications Sensitivity Style:Flat Concealed Pendent Fast-response Threads:1/2"NPT or ISO 7-1 R1/2 Temperature Rating Nominal K-Factor:4.3(62 metric) Ordinary: Max.Working Pressure:175 psi(12 bar) 165°F(74°C)sprinkler Min.Spacing:8 ft.(2.4 m) 135°F(57°C)cover plate a Material Specifications Intermediate: 9 Thermal Sensor:Nickel Alloy Solder Link 212°F(100°C)sprinkler Sprinkler Body:Brass Alloy 165°F(74°C)cover plate Levers:Bronze Alloy Cover Plate Yoke:Brass Alloy Model RFC Cover Plate Sealing Assembly:Nickel Alloy with PTFE Model G5 Cover Plate Load Screw:Bronze Alloy Towers:Copper Alloy Pins:Stainless Steel Sprinkler Wrench Deflector:Bronze Alloy Model FC(without wrench-able cap) Vi Bottom View Model W3(with wrench-able cap) Cup:Steel Cover Plate Finishes Listings and Approvals ''; (See Table H) cULus Listed to UL 1626 cULus Certified for Health Effects to NSF/ANSI Standard 61 Annex G(RFC43LL only) Watermark Certified(RFC43LL only) Model RFC43&RFC43LL Sprinkler Components and Dimensions Sam=� 2-5/16"(58 mm) Threads Dia, Body Cup Tower 1-3/4N44 mm)+/-1/4"(6 mm) Fusible Link Nominal face of fitting to ceiling Deflector(retracted) 3/16"(5 mm) Pin(extended) I I I I Deflector(extended) Fi Model G4/G5 Cover Plate 3-5/1611(84 mm)Dia. Ceiling Model RFC43&RFC43LL Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure Max.Coverage Area c2t Ordinary Temperature Intermediate Temperature ft.x ft. Flow Pressure Flow Pressure (m x m) gpm psi gpm psi (1/min) (bar) (1/min) (bar) 15 x 15 12 7.8 12 7.8 (4.6 x 4,6) (45) (0.54) (45) (0.54) 16 x 16 13 9,1 13 9,1 (4.9 x 4.9) (49) (0.63) (49) (0.63) 18 x 18 18 17,5 (5.5 x 5.5) (68) (1.21) 20 x 20 21 23.8 (6,1 x 6.1) (79) (1,64) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table C above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 006el�aEENEb Page 3 of 8 January 2020 www.reliablesprinkler.com _ Model RFC49& RFC49LL Residential Sprinklers RFC49: SINRA0616 RFC49LL: SINRA3216 Technical Specifications Sensitivity Style:Flat Concealed Pendent Fast-response •4u>; t. Threads:1/2"NPT or ISO 7-1131/2 `• Nominal K-Factor:4.9(71 metric) Temperature Rating Max.Working Pressure:175 psi(12 bar) Ordinary: Min.Spacing:8 ft.(2.4 m) 165°F(74°C)sprinkler 135°F(57°C)cover plate Material Specifications Intermediate: Thermal Sensor:Nickel Alloy Solder Link 212°F(100°C)sprinkler Sprinkler Body:Brass Alloy 165°F(74°C)cover plate Levers:Bronze Alloy Yoke:Brass Alloy Cover Plate Sealing Assembly:Nickel Alloy with PTFE Model G5 Cover Plate Load Screw:Bronze Alloy Towers:Copper Alloy Sprinkler Wrench Pins:Stainless Steel Model FC(without wrench-able cap) Deflector:Bronze Alloy Model W3(with wrench-able cap) Bottom View Cup:Steel Cover Plate Finishes Listings and Approvals cULus Listed to UL 1626 (See Table H) cULus Certified for Health Effects to NSF/ANSI Standard 61 Annex G(RFC49LL only) Watermark Certified RFC49LL only) Model RFC49&RFC49LL Sprinkler Components and Dimensions �• 2-5/16"(58 mm) Threads Dia. Body Cup�` Tower 1-3/4"(44 mm)+/-1/4"(6 mm) Fusible Link Nominal face of fitting to ceiling Deflector(retracted) 3/16"(5 mm) Pin(extended) Deflector(extended) Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model RFC49&RFC49LL Sprinkler Hydraulic Design Criteria •• Minimum Flow and Residual Pressure M Max.Coverage Area(z) Ordinary Temperature Intermediate Temperature ft.x ft. Flow Pressure Flow Pressure (m x m) gpm psi gpm psi (1/min) (bar) (1/min) (bar) 16x 16 13 7.0 13 7.0 (4,9 x 4.9) (49.0) (0.48) (49.0) (0.48) 18 x 18 17 12.0 17 12.0 (5.5 x 5.5) (64.3) (0.83) (64.3) (0.83) 20 x 20 20 16.7 21 18.4 (6.1 x6.1) (75.7) (1.15) (79.5) (1.27) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table D above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 006 F1 LEROOM Page 4 of 8 January 2020 www.reliablesprinkler.com Model RFC58 Residential Sprinkler SIN RA0613 Technical Specifications Cover Plate Finishes Style:Flat Concealed Pendent (See Table H) — Threads:1/2"NPT or ISO 7-1131/2 Nominal K-Factor:5.8(84 metric) Sensitivity Max.Working Pressure:175 psi(12 bar) Fast-response Min.Spacing:8 ft.(2.4 m) .. Temperature Ratings Material Specifications Ordinary: Thermal Sensor:Nickel Alloy Solder Link 165°F(74°C)sprinkler Sprinkler Body:Brass Alloy 135°F(57°C)cover plate Levers:Bronze Alloy Intermediate: Yoke:Brass Alloy 212°F(100°C)sprinkler Sealing Assembly:Nickel Alloy with PTFE 165°F(74°C)cover plate Load Screw:Bronze Alloy Towers:Copper Alloy Cover Plate Pins:Stainless Steel Model G5 Cover Plate Deflector:Chrome Plated Bronze Allo Cup:Steel Sprinkler Wrench Bottom View Model FC(without wrench-able cap) Model W3(with wrench-able cap) Listings and Approvals cULus Listed Model RFC58 Sprinkler Components and Dimensions �• 2-5/16"(58 mm) Dia. Threads Body Cup Tower Fusible Link 1-7/8"(48 mm)+/-3/8"(9 mm) Nominal face of fitting to ceiling Deflector(retracted) ­\INNN 3/16"(5 mm) Pin(extended) II II Deflector(extended) i Fi Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. V,Ceiling Model RFC58 Sprinkler Hydraulic Design Criteria •• Minimum Flow and Residual Pressure') Max.Coverage Area(2) Flow Pressure ft.x ft. gpm psi (m x m) (1/min) (bar) 16 x 16 16 7.6 (4.9 x 4.9) (60.6) (0.53) 18 x 18 18 9.6 (5.5 x 5.5) (68.1) (0.66) 20 x 20 20 11.9 (6.1 x 6.1) (75.7) (0.82) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table E above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 006 a �ab� Page 5 of 8 January 2020 www.reliablesprinkler.com Model RFC76 Residential Sprinkler SIN RA0618 Technical Specifications Cover Plate Finishes Style:Flat Concealed Pendent (See Table H) Threads:3/4"NPT or ISO 7-1 R3/4 - Nominal K-Factor:7.6(109 metric) Sensitivity ' Max.Working Pressure:175 psi(12 bar) Fast-response Min.Spacing:8 ft.(2.4 m) Temperature Ratings Material Specifications Ordinary: Thermal Sensor:Nickel Alloy Solder Link 165'F(74°C)sprinkler Sprinkler Body:Brass Alloy 135°F(57°C)cover plate Levers:Bronze Alloy Intermediate: Yoke:Brass Alloy 212°F(100°C)sprinkler Sealing Assembly:Nickel Alloy with PTFE 165°F(74°C)cover plate Load Screw:Bronze Alloy Towers:Copper Alloy Cover Plate Pins:Stainless Steel Model G5 Cover Plate Deflector:Bronze Alloy . Cup:Steel Sprinkler Wrench Bottom View Model FC(without wrench-able cap) Model W3(with wrench-able cap) Listings and Approvals cULus Listed Model RFC76 Sprinkler Components and Dimensions �• 2-5/16"(58 mm) Dia. Threads Body Cup Tower Fusible Link 1-7/8"(48 mm)+/-3/8"(9 mm) Nominal face of fitting to ceiling Deflector(retracted) 3/16"(5 mm) Pin(extended) Deflector(extended) Fi i- cEg33�� Model G4/G5 Cover Plate 3-5/16"(84 mm)Dia. Ceiling Model RFC76 Flat Concealed Sprinkler Hydraulic Design Criteria -• Minimum Flow and Residual PressureN Max.Coverage Area(z) Flow Pressure ft.x ft. gpm psi (m x m) (1/min) (bar) 16 x 16 21 7.6 (4.9 x 4.9) (79.5) (0.52) 18 x 18 24 9.9 (5.5 x 5,5) (90.8) (0.68) 20 x 20 34 20 (6.1 x 6.1) (128.7) (1.4) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in Table E above and(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 006 a dab Page 6 of 8 January 2020 www.reliablesprinkler.com Cover Plate FinishesM - Standard Finishes Special Application Finishes White Polyester Off White Paint Black Paint Raw Brass Chrome Plated Bright Brass Finished Bronze Black Plated Satin Chrome Stainless Steel Clad(3) Custom Color Paint(2) Notes: 1. Paint or any other coating applied over the factory finish will void all approvals and warranties. 2. Custom color paint is semi-gloss,unless specified otherwise. 3. Stainless steel clad cover plates are Type 316 Stainless Steel on the finished side and C102 Copper Allow on the backside.Cover plates are not listed or approved as corrosion resistant. Installation Dimensions .. - Recommended Min.to Min.to Max. Cover Cover Plate Cover Plate Max. Face Dropped Deflector Cover Plate Sprinkler Hole Diameter Plate Diameter Adjustment of Fitting to Distance below Temperature Model Model inch(mm) in Ceiling inch(mm) Ceiling(') Ceiling Rating inch(mm) inch(mm) inch(mm) RFC30, RFC or 3-5/16 2-5/8 1/2 1-1/2 to 2 1/2 to 1 135°F RFC30LL G5 (84) (67) (13) (38 to 51) (13 to 25) (57°C) RFC43, 1350F(2) RFC43LL, RFC or 3-5/16 2-5/8 1/2 1-1/2 to 2 1/2 to 1 (57°C) RFC49, G5 (84) (67) (13) (38 to 51) (13 to 25) or 1650F(3) RFC49LL (74°C) 1350F(2) RFC58, RFC or 3-5/16 2-5/8 3/4 1-1/2 to 2-1/4 1/4 to 1 (57°C) RFC76 G5 (84) (67) (19) (38 to 57) (6 to 25) or 1650P3) (74°C) Notes: 1. Face of fitting to ceiling dimensions are based on a nominal thread make up.Verify dimensions based on fitting and thread sealing method prior to installation.A 1/2"x 1/2"brass nipple extension(Reliable P/N 6999991900)is available where necessary for replacement of existing sprinklers. 2. For use with 165°F(74°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 100°F(38°C). 3. For use with 212°F(100°C)temperature rated sprinklers where the Maximum Ceiling Temperature does not exceed 150°F(66°C). Installation Model RFC series sprinklers are intended to be installed in Do not exceed the maximum recommended torque. Exceeding accordance with NFPA 13, NFPA 13R,or NFPA 13D,as well as the maximum recommended torque may cause leakage or the requirements of applicable authorities having jurisdiction. impairment of the sprinkler. Use care when inserting or removing Model RFC series sprinklers must not be installed in ceilings with the wrench from the sprinkler to avoid damage to the sprinkler. positive pressure in the space above. Ensure that the 4 slots in the cup are open and unobstructed following installation.Model Install the cover plate by hand by pushing the cover plate into the RFC series sprinklers are shipped with a wrench-able protective cup and turning the cover in the clockwise direction until it is tight cap that should remain on the sprinkler until the sprinkler system against the ceiling. is placed in service following construction. Model RFC series sprinklers can be installed without removing Application the wrench-able protective cap using the Model W3 wrench. Model RFC series sprinklers are intended for installation where Alternatively,Model RFC series sprinklers can be installed using residential sprinklers are permitted or required by NFPA 13, the Model FC wrench by temporarily removing the protective cap NFPA 13R, and NFPA 13D,The sprinklers are concealed during installation of the sprinkler.The use of any other wrench to pendent residential sprinklers. installed Model RFC series sprinklers is not permitted and may damage the sprinkler.Fully insert the Model W3 wrench over Model RFC 30 and RFC30LL sprinklers are available in the cap until it reaches the bottom of the cup,or the Model FC ordinary temperature classification for installation where wrench over the sprinkler until the wrench engages the body. the Maximum Ceiling Temperature does not exceed 100°F Do not wrench any other part of the sprinkler/cup assembly The (380C). Model RFC43, RFC43LL, RFC49, RFC49LL, RFC58, Model W3 and FC wrenches are designed to be turned with a and RFC76 sprinklers are available in either ordinary or standard 1/2"square drive.Tighten the sprinkler into the fitting intermediate temperature classification for installation where after applying a PTFE based thread sealant to the sprinkler's the Maximum Ceiling Temperature does not exceed 100°F threads. Recommended installation torque is 8 to 18 ft-lbs(11 (38°C)or 150°F(660C), respectively, to 24 N-m)for 1/2"thread sprinklers and 14 to 20 ft-lbs(19 to 27 N-m)for 3/4"thread sprinklers. Bulletin 006 e �ab Page 7 of 8 January 2020 www.reliablesprinkler.com 7Aa �.r•g Model FC Model W3 For use with Model RFC Series sprinklers For use with Model RFC Series sprinklers without wrench-able cap installed with wrench-able cap installed Maintenance Guarantee Model RFC series sprinklers should be inspected and the For the Reliable Automatic Sprinkler Co., Inc.guarantee,terms, sprinkler system maintained in accordance with NFPA 25. Do and conditions,visit www.reliablesprinkler.com. not clean sprinklers with soap and water,ammonia or any other cleaning fluids. Remove dust by gentle vacuuming. Replace patents. any sprinkler cover plate assembly which has been painted (other than factory applied)or damaged in any way. A stock of Model RFC30, RFC30LL, RFC43, RFC43LL, RFC49, RFC49LL, spare sprinklers should be maintained to allow quick replace- RFC58, and RFC76 sprinklers are covered by U.S. Patent No. ment of damaged or operated sprinklers, Prior to installation, 9,248,327 and U.S, Patent No. 7,275,603. sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to Model RFC30, RFC30LL, RFC43 and RFC43LL sprinklers are sprinklers that would cause improper operation or non-oper- additionally covered by U.S. Patent No, 8,776,903. ation, Listings and Approvals Ordering Information Listed by Underwriters Laboratories, Inc. and UL Certified for Specify the following when ordering. Canada to UL1626, Residential Sprinklers for Fire-protection Service(cULus). Sprinkler • Model(RFC30, RFC30LL, RFC43, RFC43LL, Certified by Underwriters Laboratories, Inc. and Underwrit- RFC49, RFC49LL, RFC58, RFC76) ers Laboratories of Canada for Health Effects to NSF/ANSI • Temperature Rating Standard 61 Annex G (LL) (RFC30LL, RFC43LL, and RFC49LL Cover Plate only). • Model RFC or G5 • Temperature Rating Australian WaterMark Certified (RFC30LL, RFC43LL,and • Finish (See Table H) RFC49LL only). Sprinkler Wrench • Model FC • Model W3 Z 0 0 N Bulletin 006 el�ablPage 8 of 8 January 2020 www.reliablesprinkler.com FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS SPEARS REDUCER BUSHING Flush Style y, Spigot x Socket PIPE _ O.D.I 77 L .' .: N L Part Number Size L N Approx.Wt.(Lbs.) 4237-131 1014 1-1/4 114 .04 4237-167 1-1/4314 1-7116 7116 .10 4237-168 1-1/41 1-13132 9132 .06 4237.210 1-112014 1-518 518 .19 4237-211 1-1/20 1.17/32 13132 .13 4237-212 1-1120-1/4 1-9/16 5/16 .07 4237-248 2014 1-29132 29132 .28 4237-249 2x1 1-23132 9116 .23 4237-250 2x1-1/4 1-11/16 7/16 .21 4237-251 2x1-1/2 1-11/16 5/16 .15 4237-290 2-1120-1/4 2-5/32 718 .41 4237-291 2-1/2x1.112 2-5132 3/4 .39 4237-292 2-1/2x2 2-9132 314 .28 4237-338 3x2 2-7/32 11/16 .63 4237-339 3x2-112 1 2-5/16 1 114 .42 TRANSITION BUSHING IPS Spigot x CTS Socket PIPE -- --- O.ID. L N L Part Number Size L N Approx.Wt.(Lbs.) 4240-101 314x112 1-1/8 518 .03 4240-130 10/2 1-114 23/32 .05 CAP Socket M W Part Number Size M W Approx.Wt.(Lbs.) 4247-007 3/4 1-318 1-13/32 .05 4247-010 1 1-518 1-9/16 .06 4247-012 1-1/4 2-3132 1-27132 .13 4247-015 1-1/2 2.11/32 2 .17 4247-020 2 2.27132 2-9132 .39 4247-025 2-112 3-17/32 2-518 .50 4247-030 3 4-3/8 3 .92 MADE IN THE U.S.A. 21 SPEARS FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS REDUCING CROSS Socket x Socket x Socket x Socket H1 M -L L1 G1 G H L Part Number Size G G1 H H1 L L1 M M1 Approx.Wt.(Lbs.) 4220-131 1x3/4 23/32 518 1-518 1-5/8 3-1/4 3-1/4 1-7/8 1-112 .31 4220-167 1-114314 1-1116 23132 2-1/16 1-31/32 4-3132 3-31/32 2-1116 1-13132 .35 4220-210 1-112014 11/16 1-5/32 2-3/32 2-3116 4-3116 4-11132 2-318 1-13132 .42 4220-248 2x314 11/16 1-7/16 2-7/32 2-7116 4-13132 4-7/8 2-29/32 1-13132 .56 4220-289 2-1/2x1 29/32 1-3/4 2-11116 1 2-718 5-11/32 5-3/4 3-1/2 1-3/4 .98 COUPLING Socket x Socket -- -- M N I. L Part Number Size L M N Approx.Wt.(Lbs.) 4229-007 314 2-118 1-5116 3/16 .05 4229-010 1 2-3116 1-518 3/32 .08 4229-012 1-1/4 2-19132 2 3132 .13 4229-015 1-1/2 2-7/8 2-11132 3/32 .22 4229-020 2 3-118 2-718 118 .33 4229-025 2-1/2 3-11116 3-15132 3116 .48 4229-030 1 3 4 1 4-3116 114 .89 12 SPEARS®MANUFACTURING COMPANY ` SPEARS FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS 90° ELBOW Socket x Socket G r— — H �M� Part Number Size G H M Approx.Wt.(Lbs.) 4206-007 314 9/16 1-1/2 1-5/16 .07 4206-010 1 314 1-5/8 1-518 .11 4206-012 1-114 15116 2-3/16 2 .22 4206-015 1-1/2 1-5132 2-17/32 2-318 .41 4206-020 2 1-13132 2-29132 2-718 .62 4206.025 2-1/2 1-15132 3.3/8 3.112 1.15 4206-030 3 1-29132 3-13116 4-7132 1.83 SIDE OUTLET ELBOW Socket x Socket x Socket M L -- G H Part Number Size G H M Approx.Wt.(Lbs.) 4213-007 314 27132 1-19132 1-5116 .09 4213-010 1 13116 1-718 1-518 .18 REDUCING 900 ELBOW H1 Socket x Socket G1 G M1 H L M Part Number Size G G1 H H7 M M1 Approx.Wt Lbs. 4206-131 1x314 21132 13116 1-25132 1-13116 1-19132 1-5116 .11 7 SPEARS®MANUFACTURING COMPANY FlameGuar& CPVC FIRE SPRINKLER PIPING PRODUCTS DE] FEMALE SPRINKLER HEAD ADAPTER Brass Thread Insert Style Socket x Fipt 1 M --- M1 N L Part Number Size L M M1 N Approx.Wt.(Lbs.) 4235-101 3/4x112 1-7/8 1.13132 1-17132 15132 .19 4235-130 1x112 2-11/32 1-11116 1-3116 518 .16 4235-131 1x3/4 2-5116 1-11116 1-318 17132 .18 Not intended to convey or dispense water for human consumption through drinking or cooking SofTorqueTM SR FEMALE SPRINKLER HEAD ADAPTER Gasket Sealed Special Reinforced Plastic Thread Style Socket x Fipt With Elastomer Seal-Use NO Thread Sealant � M ---- fN 1 Part Number Size L M M1 N Approx.Wt. 4235-101GSR 3101/2 2.5116 1-5116 1-318 31132 .11 4235-130GSR 1x1/2 2-13132 1-19132 1-318 31/32 .13 4235-131GSR 1x3/4 2-13132 1-5/8 1-23132 1 .16 QuickTorqueTM SR FEMALE SPRINKLER HEAD ADAPTER Gasket Sealed Special Reinforced Plastic Thread Style Socket x Metal With Elastomer Seall-Use NO Thread Sealant � M ---- M11 1 Part Number Size L M M1 N Approx.WG(Lbs.) 4235.130GMR 1x1/2 2-3116 1-19132 1-9116 15116 .19 MADE IN THE U.S.A. 17 P.O. Box 3365 South EI Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 510 CPVC - COPPER - STEEL HANGER 510 Fasten r SIZE 0.e. 4 4 3/4 2.125 1 2.312 1 1/4 3.170 0 1 1/2 3.400 2 4.010 21/2 4.320 0 3 5.320 SIZE-SYSTEM PIPE: 3/4"thru 3" MATERIAL-Carbon Steel. FINISH-Mil.Galvanized. LISTING/APPROVAL- c@" ISTING/APPROVAL- e@aa 203-EX 4231,EX 2551 FUNCTION-Support horizontal piping: 3/4"-3" CPVC. Support horizontal piping: 3/4"-2" Steel and Copper. Size 3/4"-2"provides listed vertical/lateral restraint and prevents upward movement of pipe that supplies a pendent sprinkler below a ceiling. Stabilize vertical piping. ® xanger INSTALLATION- Per these instructions including NFPA 13, 13R, 13D and CPVC manufacturers instructions. Install on horizontal or vertical mounting surface. FASTENERS- UL Listed per NFPA 13 in WOOD: 3/4"-3"CPVC pipe-#905 screw-no pre-drill. ® Stabilize-Only 3/4"-2" Steel and Copper pipe- 1/4"x11/2" lag bolt-no pre-drill. in STEEL-min. 18 GA. 3/4"-3"CPVC pipe- 1/4" or#14 Tek Screw. 3/4"-2" Steel and Copper pipe- 1/4"or#14 Tek Screw. FEATURES * Offset edge eliminates abrasion. *Retainer dimples secure hanger to pipe during installation. *Required AFCON#905 screw included-5/16"hex head. ORDERING-Part#and pipe size. CAN ALSO BE USED TO REPLACE -#500 Pipe Strap #520 Tin Strap Specific AFCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners,resulting in a listed sway brace,restrainer or hanger assembly. Be advised the following warranty restriction will apply.DISCLAIMER-AFCONwill NOT warrant against the failure of its products when used in combination with other products,parts or systems not manufactured or sold by AFCON.AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect,incidental or consequential damages of any kind,including but not limited to loss of business or profit,when non-AFCON products have been,or are used. 1/12 00 DDD 00 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www.Afcon.org 514 CPVC - COPPER #905 #906 • STEEL OFFSET HANGER 1 SIZE-SYSTEM PIPE: 3/4"thru 3" • MATERIAL-Carbon Steel. FINISH-Mil. Galvanized.. LISTING/APPROVAL- 203-EX 4231,EX 2551 PATENT-No.6,648,278. FUNCTION- Support horizontal piping: 3/4"-3" CPVC or Copper. • Support horizontal piping: 3/4"-2" Steel. Size 3/4"-2"provides listed vertical/lateral restraint and prevents upward movement of pipe that supplies a pendent sprinkler below a ceiling. Stabilize vertical piping. INSTALLATION- Per these instructions 4 including NFPA 13, 13RRestraint , 13D and CPVC manufacturers instructions. 3/4'.Listed thru 2" Install on horizontal or vertical mounting surface. Snap over pipe then squeeze strap back allowing pipe to slide freely. When #905 threads are exposed in wood,install#906 backing nut. FASTENERS-UL Listed per NFPA 13 WOOD- 3/4"-3"CPVC pipe-#905 Screw-no pre-drill. 3/4"-2"Copper pipe- #905 screw- no pre-drill. 3/4"-2" Steel pipe- 1/4"xl 1/2"lag screw- no pre-drill. Thru 5/8"gypsum board- 1/4"x 2"lag screw. STEEL-min. 18 GA.- 3/4"-3"CPVC pipe- 1/4"or#14 Tek Screw. 3/4"-2"Copper pipe- 1/4"or#14 Tek Screw. 3/4"-2" Steel pipe- 1/4"or#14 Tek Screw. CONCRETE:Required minimum load each fastener= 5(wt)+250lbs. 2 FEATURES * 1 1/2"Offset-loose fit allows pipe to slide. Listed Restraint * 3/4"and I"pipe size made with common center-line. 3/4"thru 2" *Patented design for superior strength. *Offset edge eliminates abrasion. *AFCON#905 screw included-5/16"hex head. ORDERING-Part#and pipe size. AFCON#906 backing nut sold separately. Specific AFCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners,resulting in a listed sway brace,restrainer or hanger assembly. Be advised the following warranty restriction will apply.DISCLAIMER-AFCON will NOT warrant against the failure of its products when used in combination with other products,parts or systems not manufactured or sold by AFCON.AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect,incidental or consequential damages of any kind,including but not limited to loss ol'business or profit,when non-AFCON products have been,or are used. 9/08 P.O. Box 3365 South EI Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 511 CPVC - COPPER SIDE MOUNT HANGER Side View-For Drawings Below 0 SIZE-SYSTEM PIPE:3/4"thru 2" MATERIAL-Carbon Steel. FINISH-Mil.Galvanized. LISTING/APPROVAL- "E"203-EX 4231,EX 2551 FUNCTION- Support horizontal piping-CPVC or Copper. Stabilize vertical piping. INSTALLATION-Per these instructions Hanger-Wood Stud including NFPA 13, 13R, 13D and CPVC manufacturers instructions. Install on vertical mounting surface. FASTENERS-LTL Listed per NFPA 13. in WOOD: 3/4"-2"CPVC pipe-#905 screw- no pre-drill. 3/4"-2"Copper pipe-#905 screw- no pre-drill. in STEEL-min. 18 GA. 3/4"-2"CPVC pipe- 1/4"or#14 Tek Screw. 3/4"-2"Copper pipe- 1/4"or#14 Tek Screw. FEATURES *Offset edge eliminates abrasion. *Retainer dimples secure hanger to pipe during installation. *Required AFCON#905 screw included-5/16"hex head. ORDERING-Part#and pipe size. Hanger-Metal Stud Specific AFCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners,resulting in a listed sway brace,restrainer or hanger assembly. Be advised the following warrantyrestriction will apply.DISCLAIMER-AFCON will NOT warrant against the failure of its products when used in combination with other products,parts or systems not manufactured or sold by AFCON.AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect,incidental or consequential damages of any kind,including but not limited to loss of business or profit,when non-AFCON products have been,or are used. 9/08 FlameGuar& CPVC FIRE SPRINKLER PIPING PRODUCTS SPEARS SOCKET DIMENSIONS SCH 40 ASTM F438 C SCH 80 ASTM F439 B TA Size Socket Socket Tolerance SCH 40 Minimum SCH 80 Minimum Entrance A Bottom B Socket Length C Socket Length C 3/4 1.058 1.046 t.004 .719 1.000 1 1.325 1.130 t.005 .875 1.125 1-1/4 1.670 1.655 ±.005 .938 1.250 1-112 1.912 1.894 t.006 1.094 1.375 2 2.387 2.369 ±.005 1.156 1.500 2-112 2.889 2.868 f.007 1.750 1.750 3 3.516 3.492 t.008 1.875 1.875 TEE Socket x Socket x Socket I M - -I- - I G L Part Number Size G H L M Approx.Wt-(Lbs.) 4201-007 3/4 9116 1-112 2-31/32 1-5/16 .11 4201-010 1 718 1-13116 3-518 1-518 .20 4201-012 1-1/4 15132 2-3/32 4.7/32 2 .29 4201-015 1-112 1-5132 2-9/16 5-3/32 2.11132 .54 4201-020 2 1-13132 2-15116 5-7/8 2-718 .86 4201-025 2-1/2 1-23132 3-112 7 3-15/32 1.62 4201-030 3 2-1/16 3-31132 7-15/16 4-5132 2.53 REDUCING TEE "M1 Socket x Socket x Socket H1 G1 LHG G2 H2 L Part Size G G1 G2 H H1 H2 L M M1 M2 Approx. Number I WL(Lbs.) 4201-102 3143141 314 314 314 1-11116 1-25132 1-11116 3-13132 1-5/16 1-21/32 1-5116 .13 4201-125 1OWN 23132 718 23/32 1-25/32 1-13116 1-21132 3-7/16 1-19132 1-11132 1-5116 .16 4201-126 10/41 1 23/32 1 23132 1 3/4 1.27/32 1-271321 i-J14 3-19132 1-518 1-5/8 1-5/16 ,17 4201-131 W04 11/16 1 13116 11/16 1-13116 1-13/16 1-13116 3-518 1-5/8 1-5/16 1-5/8 .17 4201-157 1-1/4014 11/16 1 1-1132 11116 1 1-15116 1 2-1/32 1-13116 3-25/32 2-3132 1-13/32 1-23132 32 MADE IN THE U.S.A. 2 FlameGuard° ��� CPVC FIRE SPRINKLER PRODUCTS FG-2-0215 Complete System of Pipe, Fittings & Solvent Cement Corrosion Resistant • Superior Flow • Ease of Installation Spears® FlameGuard°CPVC Fire Sprinkler Products provide a cost effective alternative to metal systems with advantages of high corrosion resistance, improved system hydraulics, ease of installation and quick ' t� assembly with common tools.CPVC Fire Sprinkler Systems WA101 Un are based on proven products WI 1111 0911110M Pmmm that have been in continuous service for over 40 years. Spears® FlameGuard° products are approved by UL®,FM®Global,LPCB and Certified by NSF International for potable water use. a, w 7 Check local codes for restrictions and limitations. Corrosion Resistant CPVC Material Does Not Easy Installation for Lower Costs Sustain Biological Growth FlameGuard° CPVC system installations Unlike metal systems, FlameGuard°CPVC significantly reduce costs over conventional metal products never rust, scale or pit and do not sustain piping by virtually eliminating prefabrication. biological growth- a cause of Microbiologically . Systems can be fully installed on site using solvent Influenced Corrosion(MIC)which can destroy metal cement joining methods. fire sprinkler systems from the inside out. UL®Listed for U.S. and Canada in Superior Flow Characteristics for Lower NFPA 13, 13R& 13D Systems Friction Losses FlameGuard° CPVC Fire Sprinkler Products The smooth-wall interior surfaces of FlameGuard° are UL® listed for U.S. and Canada applications CPVC systems result in reduced friction loss over for Light Hazard occupancies as defined in NFPA metal systems. The design flow characteristics remain 13,Residential occupancies up to and including constant throughout the life of the product because 4-stories as defined in NFPA 13R, and Residential there is no interior corrosion in the system due to occupancies for one and two family dwellings and microbiological activity. manufactured homes as defined in NFPA 13D. Consult Spears® FlameGuard°CPVC Fire Sprinkler Pressure Rated to 175 psi (1200kpa) @ 150°F Products Installation Instructions and NFPA Standards (65°C) for additional applications including air plenum, FlameGuard°CPVC Products are produced in system risers, concealed, exposed, underground, combinations of Schedule 40 and Schedule 80 Fitting combustable attic, garage, basement and low configurations con-forming to ASTM F 438 or F 439 pressure dry piping installations. standards and FlameGuard° SDR 13.5 CPVC Fire Sprinkler Pipe conforming to ASTM F 442 standards. Full Limited Lifetime Warranty UL® and FM® Rated working pressure is 175 psi FlameGuard° CPVC Fire Sprinkler Products (1200kpa)@ 150T(65°C)(LPCB rated to 120°F) carry a limited lifetime warranty against defects (49°C). in material or workmanship. Consult Spears® warranty for additional details. i l & T ti ®I S F t d P i Pro ressve Products From earsnnovaon Technology g P gY Wn� 4 ti0 Visit our website at www.spearsmfg.com � Spears® FlameGuard®. . . The Leader in Innovative CPUC Fire Sprinkler System Products Pioneer in Molded-in Metal Insert Head Adapters Patent No. 5,437,481 Spears®pioneered the development of the FlameGuard°molded-in-place ; metal thread insert for connection of sprinkler heads to CPVC fire sprinkler systems,plus Metal FIPT threaded female adapters for metal-to-plastic a4k, , 4 transitions. Developed the Special Reinforced (SR) Head Adapters Patent No. 5,582,439 Spears® FlameGuard° continuous improvement program developed the technology to produce a superior patented plastic threaded fitting- the Special Reinforced(SR)Design. This unique design incorporates a patented thermoplastic compression process that equalizes stresses generated by tapered thread joint make-up. All CPVC plastic body and threads provide a more uniform construction and improved corrosion resistance. Lead Free Revolutionary Gasket Sealed Head Adapter Choices Patent No. 5,582,439 �► •Requires NO Thread Sealants • Eliminates Stress " •Prevents Over Tightening • Provides Easy Frame Alignment , ,. Spears®revolutionary Gasket Sealed Head Adapters feature an elastomer gasket seal at the base of the threads. The gasket seal allows a modified TorqueSafeTM',SofTorquel & thread design that eliminates radial stress and associated problems typical QuickTorquel Fittings Lead Free with tapered thread joint makeup. Choose from TorqueSafeTM design with rotating brass thread insert, SofrorqueTM design with Special Reinforced (SR) plastic threads and compressible gasket or new QuickTorqueTM with similar features plus brass threads. ` Full Assortment of Specialty Products &Fitting Configurations Spears®FlameGuard°products provide the specialty fittings needed in today's fire sprinkler systems.The NEW GripLocTM Push-on Coupling and GripLocTM Repair Coupling for quick no-cement repairs;the Adjustable Drop Nipple for GripLocTM'Push-0n&Repair fine-tuning to finished ceiling height; and Ringed Head Adapter for ease of Couplings Lead Free locating during installation. Plus a full assortment of fittings including Grooved Coupling Adapters, Unions and Flanges sizes 3/4"through 3 u Complete Size Range of CPVC Pipe i Spears®FlameGuard°CPVC Fire Sprinkler Pipe is available r= IP'lalrricsGuard�tsA in sizes 3/4" to 3'; and conforms to ASTM F 442 standard for SDR 13.5 CPVC pipe. Spears® Solvent Cements & Thread Sealant FlameGuard°products should be installed using Spears®FS-5 One-Step Solvent Cement. For threaded joints, use Spears® BLUE 75—Thread Sealant that has been tested for compatibility with FlameGuardO CPVC Fire Sprinkler Products. Spears®TorqueSafeTM Gasket Sealed Adapter requires no sealant. Consult sprinkler head manufacturer prior to use. Installation Training Available - Contact Spears® Technical Services for Details FlameGuard®Products must be installed in accordance with Spears®CPVC Fire Sprinkler Piping Products Installation Instructions, National Fire Protection Association Standards 13, 13R, 13D,and in accordance with local codes.Code requirements and field conditions may differ. It is the responsibility of the installing contractor to insure that the product is suitable to meet these requirements. SPEARS® MANUFACTURING COMPANY ­ " , D D CORPORATE OFFICE sIZ" . SPERRS 15853 Olden St., Sylmar, CA 91342•PO Box 9203,Sylmar, CA 91392 (818) 364-1611 •www.spearsmfg.com _, • ©Copyright 2016 Spears®Manufacturing Company. All Rights Reserved.Printed in the United States of America 02/15. FG-2-0215 r .y SPEARS FlameGuard® CPVC FIRE SPRINKLER PIPING PRODUCTS 22-1120 STREET ELBOW Spigot x Socket 1� H1 J1 _ M1�.. H PIPE O.D. Part Number Size H H1 J J1 M1 Approx.Wt.(Lbs.) 4242-007 314 1-114 1-112 1/4 112 1-318 .08 4242.010 1 1-7116 1-11132 5/16 7132 1-23/32 .14 4242-012 1-114 1-9/16 1-25132 17132 11116 2-1116 .21 4242-015 1-1/2 1-13132 1-23132 112 11132 2-11132 .28 4242-020 2 1-29/32 2-1/8 7132 518 2-718 .42 4242-025 2-1/2 2-1/8 2-114 13132 1/2 3-1/2 .68 4242-030 3 2-13132 1 2-13132 9/16 1 17132 1 4-5/32 .99 45° ELBOW Socket x Socket H ��-M-� Part Number Size H J M Approx.Wt.(Lbs.) 4217-007 3/4 1-5116 5116 1-5116 .07 4217-010 1 1.13132 318 1-5/8 .11 4217-012 1-1/4 1-518 318 2-5132 .21 4217-015 1-1/2 1-27132 15132 2-11132 .32 4217-020 2 2-1/8 21132 2-7/8 .48 4217-025 2-112 2-17132 314 3-1/2 .88 4217-030 3 1 2-29132 129132 1 4-5132 1 1.17 10 SPEARS®MANUFACTURING COMPANY MODEL RSV-1 rapid response-, RESIDENTIAL SHUT-OFF VALVE 0 For Use ^ " ^ " ~"" ~�== """ =~y=~~~"""~° D==":m"""~~= NSF-61 Annex G Approved, �y Offered in Both 1-Inchi J11 ` and 2-Inch SizesAl ^ ` Features & Benefits: The Model RSV­l Residential Additionally, the Model RSV-1 Shut-off Valve is designed for Valve provides a dual-purpose Can be Used in Conjunction use in dual-purpose reaiden' system without adding the do- with Backflow Preventers tial water supply systems. After nneotio flow demand to the fire sprinkler operation, the KHodm| sprinkler system flow demand, Potential Cost Offsets of RGV­1Valve automatically diverts which is required by yNFpA 13R. Reduced Pipe Size the available water supply to the The Model RSV­1 Valve also auto- fire sprink|mraVote . nn rnatica||y resets, thereby a|irninot' Eliminate the Need for ing the need for valve di000eenn- E|eotrioo||y [)perotmd Solenoid b|yafter afire sprinkler system Valves test mractivation. Built-in ChedxVn|vm Binninmtae the Need for aSeparate Check Valve onthe Fire Sprinkler Available Sizes: 1.7inch (DN25) and 2-,'Inch (DN50) System Flexibility with Existing *'Pi ston, S11eeve, and Differential Ring are,Glass Water Supplies in Retrofit Reinforced Polyphenylene Oxide. Applications and Developed Seals are EDPM. Lots Ability to Mitigate Local For the 1-Inch Valve, Upper Cap is Bras's and O-Ring's Requirements Based on are Buna-N. Mandated C>ocnmotio Load and Maximum Pressure: 175 psi (12,1 bar) Hydraulic Safety Factors Contact your local distributor for availability. When placing an order, indicate the full product name. FIRE FIRE SPRINKLER �.. PISTON PISTONPORT r Vrii� PORT ASSEMBLY ASSEMBLY FIRE FIRESPRINKLER FLOW Q ♦v 1 SEAT PASSAGE DOMESTIC PORT NO FLOW TO DOMESTIC a DOMESTICDOMESTIC DOMESTIC n, FLOW PORT PASSAGE SEAT .;:RT .;PLY: SUPPLY SUPPLY STANDBY—FLOW DOMESTIC SYSTEM OPERATED—FLOW TO FIRE SPRINKLER SYSTEM MODEL POSITIONSSTANDBYAND OPERATED 2 INCH VALVE- FIRE SPRINKLER AUTOMATIC FIRE SPRINKLERS SYSTEM PRESSURE GAUGE DRAIN AND FLOW WATERFLOW TEST CONNECTION DETECTOR (FIRE ALARM) ALARM TEST CONNECTION MODEL RSV-1 TO DOMESTIC RESIDENTIAL SYSTEM SHUT-OFF VALVE (AUTOMATIC) J..[ WATER DOMESTIC SUPPLY CONTROL GATE WATER CONTIROL / VALVE VALVE METER VALVE SUPPLY PRESSURE GAUGE WATER SUPPLY BACKFLOW PREVENTER AS REQUIRED BY AUTHORITY HAVING JURISDICTION WATER SUPPLY MAIN Always refer to the Technical Data SheetTFP98,0 for complete description of all Listing criteria, design parameters, installation instructions, care and maintenance guidelines,and our limited warranty. CO� Worldwide www.tyco-fire.com Contacts LFP® Antifreeze Agency Listed Solution for Fire Sprinkler Systems General Typical Description Properties LFP®Antifreeze is a pre-mixed freeze Appearance protection solution designed and Liquid,colorless listed for use in wet sprinkler systems. .E The solution is designed for systems Freeze Point -13-F(-25-C) subject to freezing temperatures that Can cause damage to equipment or Note: Freeze point is the temperature at .4- _ f i crystallization begins. impede the proper function of the which crystal system. The solution has been devel- Density o ed to meet the requirements of See Table E � 1 UL 2901 for compliance to the 2019 "!`. . ., editions of NFPA 13, 13R, 13D,and the pH , `,.� 2017 edition of NFPA 25. LFP® Antifreeze remains in a liquid Conductivity state at temperatures as low as 1000-1400 pS/cm Compatibility -10°F(-23,30C). Upon operation of the Refractive Index sprinklers during a fire event,the solu- See Table C The following materials are compatible tion immediately discharges from the with LFP®Antifreeze: sprinklers and is followed by water from Specific Gravity . Steel piping not galvanized) the water supply.Use of the solution in See Table C p P 9 ( 9 ) sprinkler systems eliminates the deliv- Viscosity • Brass materials. ery delay times associated with dry See Table D • Stainless steel piping pipe systems. Pour Point • Black steel Allowable Temperature Range -16.6°F(-27°C) • Copper Minimum use temperature: • Bronze -10°F(-23,3°C) Technical • Cast iron Maximum use temperature: • CPVC 150°F(65°C) Data • PEX Fire Performance Approvals • EPDM LFP® Antifreeze has been tested UL Listed • Natural rubber for exposure to fire and fire fighting UL Certified • Nitrile rubber(BUNA-N) effectiveness. FBCTM System Compatible . Styrene-butadiene rubber(SBR) Safe Handling Procedures Note:FBC'"System Compatible indicates . Fusion bonded epoxy coated ductile LFP®Antifreeze has been formulated that this product has been tested, and is iron to reduce risks to humans and the envi- monitored on an ongoing basis,to assure ronment.Gloves and eye protection are its chemical compatibility with FlowGu rd y p Gold @, BlazeMasters and CorzanO pipe EEM recommended when handling LFP® and fittings. FBC" FlowGuard Gold®, For use with other materials, contact Antifreeze.For additional product infor- BlazeMaste&and Corzan®are licensed Technical Services. mation and Safety Data Sheet, refer to trademarks of The Lubrizol Corporation or www.tyco-fire.com. its affiliates. When transitioning between dissimi- lar metallic piping materials, the use of dielectric unions should be taken into consideration. IMPORTANT Refer to Technical Data Sheet TFP2300 for warnings pertaining to regulatory and health information. Page 1 of 6 FEBRUARY 2019 TFP1680 I� TFP1680 Page 2 of 6 Temperature Change Initial 20°F(-7°C) 40°F(4°C) 60°F(16°C) 80°F(27°C) 100°F(38°C) 120°F(49°C) 140°F(60°C) 160°F(71°C) Fluid Volume gal(L) Approximate Fluid Expansion/Contraction gal(L) 25(95) 0.2(0,8) 0.4(1,5) 0.6(2,3) 0.8(3,0) 1.0(3,8) 1.2(4,5) 1.4(5,3) 1.6(6,1) 50(189) 0.4(1,5) 0.8(3,0) 1.1 (4,2) 1.5(5,7) 1.9(7,2) 2.3(8,7) 2.8(10,6) 3.2(12,1) 75(284) 0.6(2,3) 1.1 (4,2) 1.7(6,4) 2.3(8,7) 2.9(11,0) 3.5(13,2) 4.1 (15,5) 4.8(18,2) 100(379) 0.8(3,0) 1.5(5,7) 2.3(8,7) 3.1 (11,7) 3.9(14,8) 4.7(17,8) 5.5(20,8) 6.4(24,2) 150(568) 1.1 (4,2) 2.3(8,7) 3.4(12,9) 4.6(17,4) 5.8(22,0) 7.0(26,5) 8.3(31,4) 9.5(36,0) 200(757) 1.5(5,7) 3.0(11,4) 4.6(17,4) 6.2(23,5) 7.8(29,5) 9.4(35,6) 11.0(41,6) 12.7(48,1) 250(946) 1.9(7,2) 3.8(14,4) 5.7(21,6) 7.7(29,1) 9.7(36,7) 11.7(42,3) 13.8(52,2) 15.9(60,2) 300(1136) 2.3(8,7) 4.6(17,4) 6.9(26,1) 9.2(34,8) 11.6(44,0) 14.1 (53,4) 16.6(62,8) 19.1 (72,3) NOTES • Interpolation and extrapolation can be calculated for values outside temperatures and volumes listed in Table A. • For examples on calculating fluid expansion and contraction,see the sections titled Expansion Example and Contraction Example,respectively. TABLE A LFP®ANTIFREEZE EXPANSION Approximate Gallons of Fluid/100 ft Tubing Size Steel Schedule PEX CPVC Copper Pipe 40 Pipe Tube Pipe Type L 1/2 in. 1 1.5 3/4 in. 2 3.5 2.5 1 in. 4.5 3 5 4.5 1 1/4 in. 8 4.5 8 6.5 1 1/2 in. 11 6.5 10.5 9.5 2 in. 17.5 11 16.5 16.0 2 1/2 in. 25 24.0 25 3 in. 38.5 35.5 4 in. 66.5 NOTES • Values are approximate. TABLE B LFP®ANTIFREEZE PIPE FILL Concentra- Temperature Viscosity, tion Specific Refractive °F(°C) Centipoise Temperature Density Gravity of LFP® at 77°F Index at 77°F °F(°C) Antifreeze (25°C) (25°C) -10(-23,3) 86.7 Ib/gal kg/m3 Ib/ft3' 36(2,2) 12.8 -10(-23,3) 9.7 1160.2 72.4 100 11.122-1.12911.3960-1.399 70(21j) 1 6.0 77(25) 9.4 1129 70.3 TABLE C 120(48,9) 2.6 150(65) 9.1 1093.1 68.2 ACCEPTABLE PROPERTY RANGES OF 150(65,6) 2.3 NOTES LFP®ANTIFREEZE FOR TABLED 'This column is used in the k-factor equation MINIMUM USE TEMPERATURE LFP®ANTIFREEZE provided in the Hydraulic Calculations section. -10°F(-23,3°C) VISCOS/TYACROSS TABLE E TEMPERATURE RANGES LFP®ANTIFREEZE DENSITY TFP168O Page 3 of 6 Fluid Contraction and Expansion Design ® Fluids expand and contract when LFP®Antifreeze is not listed for use in exposed to changes in temperatures, Criteria protecting extra hazard occupancies, resulting in changes in fluid density. flammable liquids, or use with ESFR Thermal expansion shall be taken into LFP@ Antifreeze is a solution spe- sprinklers. cifically tested and listed by UL for account when designing or retrofitting use within the strict parameters and Use of LFP®Antifreeze shall be limited a sprinkler system that will use LFP® requirements in this Technical Data to 40 gal in concealed space and attic Antifreeze by use of an expansion tank. Sheet. occupancies. Table A shows the thermal expansion Hydraulic Calculations or contraction of the solution at differ- ent temperatures in sprinkler system to state,local,and NFPA requirements For systems greater than volumes, using the equation for sizing if employing the use of LFP®Antifreeze. 40 gal (151 L), pipe sizing shall be the expansion chamber due to thermal determined using the TYCO Sprink- expansion in NFPA 13. Layout and Design Calc Hydraulic Program and/or the Flow rates, pipe sizing, sprinkler Darcy-Weisbach and Hazen Williams These values and the NFPA 13, 13R, spacing,hanging methods,and system methods. Because of the density of and 13D Standards for the Installation design must be in accordance with LFP®Antifreeze, the k-factor must be of Sprinkler Systems can be used by NFPA 13, 13R, and 13D. Fire sprin- adjusted and the friction loss must be the installer to determine the proper kler systems utilizing LFP®Antifreeze considered in the system design. The expansion or contraction arrangement shall meet the system size limitations flowing pressures are to be based upon of a sprinkler system containing LFP® as follows: a k-factor calculated using the follow- Antifreeze. NFPA 13D ing equation: Expansion Example No limitations on sprinkler system A sprinkler system containing volume. Antifreeze shall only be usedKA=7.94Kw _ 50 gal(189 L)of LFP®Antifreeze is sub- in above-ground piping. A jected to an environmental temperature KA=sprinkler k-factor discharging the of 0°F(-18°C)in the winter months and NFPA 13R-Occupancies with antifreeze solution an increase of system temperature to Dwelling Units Only Kw=sprinkler K-factor discharging 100°F(38°C)in the summer months,or No limitations on sprinkler system water a temperature change of 100'F(38°C). volume in buildings only containingyA=density ofthe antifreeze solution This results in fluid expansion of dwellings.Antifreeze shall only be used at the temperature used for testing in approximately 2 gal(8 Q. in above-ground piping. lb/ft3 NFPA 13R-Mixed Use Occupancies Contraction Example Where buildings contain mixed use Note:See TableEfordensityinlb/ft3. A sprinkler system containing occupancies tat are fed by a single 300 gal (1136 L) of LFP®Antifreeze is tem- sprinkler system,the system size shall Minimum Design Pressure subjected to an environmental s limited toe gal Q. Where all The minimum design pressure of the perature of 70'F (21°C) with a later be sprinkler system must be the minimum decrease in system temperature antifreeze sprinkler system feeds solely required pressure for the sprinklers to -10'F (-23°C), or a temperature dwelling units, the system size has no used. change of 80°F (27°C). This results in limitations. Antifreeze shall only be a fluid contraction of approximately used in above-ground piping. Where Fluid Sampling Valve Connection g.2 gal(35 Q. an antifreeze sprinkler system feeds The riser must be installed in an area non-dwelling units,it shall be limited to not subject to freezing with a minimum Expansion Tank 40 gal(151 Q.If future building renova- temperature of 40°F(40C).A fluid sam- Reference NFPA 13 for guidance on the tions result in occupancy classification pling valve connection must be located addition of expansion tanks in new and changes,a fire sprinkler system evalu- at the top of each system riser. The existing systems.Vessel sizing should ation must be performed to determine sampling valves should be located be based on the anticipated operat- if any changes are required for the use for ease of access to the valve by ing conditions the system will experi- of antifreeze. contractors. ence and the corresponding expansion NFPA 13 The sampling connection will facilitate values in Table A. Buildings with occupancy classifi- implementing the service requirements An expansion tank is highly recom- cations of Light Hazard and Ordi- outlined in the Care and Maintenance mended for all systems(including exist- nary Hazard Group 1 and 2 are section. ing).Without an expansion tank there is limited to a sprinkler system volume potential for water to enter the system of 40 gal (151 Q. Storage applica- which can alter the performance of tions using non-ESFR sprinklers are LFP®Antifreeze. limited to a sprinkler system volume of Reference NFPA 13, System Require- 40 gal(151 L). ments of Antifreeze Systems for alter- nate methods. TFP168O Page 4 of 6 Installation Storing or carrying the antifreeze solu- Storing or carrying the antifreeze solu- tion in any container other than the tion in any container other than the Fromm original may introduce contaminants original may introduce contaminants LFP® Antifreeze is pre-mixed at the and reduce the functional life of the and reduce the functional life of the factory per NFPA 13, 13R, 13D. Do solution. solution. not dilute LFP®Antifreeze with water. 5. Fill the system with LFP®Antifreeze. 5. Fill the system with LFP®Antifreeze. Diluting with water or other constitu- The use of a pump with a backflow For LFP® Antifreeze to work cor- ents in the field can adversely impact preventer and pressure capabili- rectly, purge as much air as pos- the properties and performance of the ties to get the system to the sup- sible from the system. Accelerat- solution. The functional life of the solu- ply pressure is recommended. For ed corrosion may occur where air tion may be impacted by the end use LFP® Antifreeze to work correctly, pockets exist in the system. environmental conditions. It is recom- as much air as possible from mended to only use antifreeze in closed purge p 6. After filling the system with LFP® systems as oxygen can contribute to an the system. Accelerated corrosion Antifreeze,test the system again to increased rate of corrosion. may occur where air pockets exist verify the solution has not been di- in the system. luted with remaining liquids in the New Systems 6. After filling the system with LFP® system. Take samples of the solu- Use the following guidelines when pre- Antifreeze, test the system to veri- tion from a high and low point in the paring a new sprinkler system for LFP® fy the solution has not been diluted. system. The test results from the Antifreeze installation: Take samples of the solution from samples shall be the same before 1. Make certain the system has been a high and low point in the system. and after installation for the instal- outfitted with air vent valve(s) and The test results from the samples lation to be successful. fluid sampling valve connections shall be the same before and after System Tag per the plans provided by the sys- installation for the installation to be A system tag must be present on an tem designer. The upper sampling successful. antifreeze system ble by should be easily accesses main valve identify- Existing Systems ing the following: le by contractors.The drain valves Use thenfollowing guidelines when pre- should be located and oriented in a paring f existing sprinkler system for Type and manufacturer of the anti- way that allows a variety of connec- LFPAntifreeze installation: freeze solution used tions with ease. • Volume of antifreeze used 2. The system should be air-tight to 1. Inspect all sprinklers for mechani- prevent leakage. cal damage, corrosion, and evi- 9 Percent concentration by volume of dence of leakage. If any of these antifreeze used 3. Use water to conduct a complete conditions are present, replace the If using LFP® Antifreeze, the percent flush of branch lines and mains to sprinkler per NFPA 25. concentration by volume would be prevent potential risks of contami- 2. The system should be air-tight to 100% since it is a pre-mixed solu- nants. Perform a pressure test per prevent leakage. Air vents are rec- tion. A tag for inspection, testing, NFPA 13, 13R, 13D, to ensure no ommended to reduce the oxygen in and maintenance can also be hung leakage is present. Loss can be de- the system. at the system riser to record annual termined by drop in gauge pressure testing data.Tag design is available on or visual leakage. The water shall 3. Use water to conduct a complete www.tyco-fire.com. be completely•removed from the flush of branch lines and mains to system prior to introducing LFP® prevent potential risks of contami- Storage Antifreeze to the system. nants.The water shall be complete- Store the product in original con- 4. Prior to filling the system with LFP® ly removed from the system prior to tainer and at oa temperature introducing LFP Antifreeze to the between 40'F (4,4'C) minimum and Antifreeze, use appropriate re- system. 90°F (32,2°C) maximum. Do not mix fractometer and/or hydrometer to test the solution to demonstrate 4. Prior to filling the system with LFP® the product with other liquids. Eye and hand protection are recommended compliance to property ranges in Antifreeze, use an appropriate re- when handling the antifreeze solution. Table C. A detailed description of fractometer and/or hydrometer to an appropriate hydrometer or re- test the LFP®Antifreeze to demon- fractometer can be found in the strate compliance to property rang- sections titled Using a Hydrometer es in Table C.A detailed description and Using a Refractometer,respec- of an appropriate hydrometer or re- tively. If the solution is discolored or fractometer can be found in the the container has dirt present,con- sections titled Using a Hydrometer tact Customer Services. and Using a Refractometer,respec- tively. If the solution is discolored or the container has dirt present,con- tact Customer Services. TFP168O • Page 5 of 6 3. Discharge a 1/2 gal (2 L) of fluid 3. Discharge a 1/2 gal (2 L) of fluid Care and from the fluid sampling valve con- from the fluid sampling valve con- nection. Collect and seal the sam- nection. Collect and seal the sam- Maintenance ple in a clean and dry 3/4 gal (3 L) ple in a clean and dry 3/4 gal (3 L) The sprinkler system owner is respon- or larger container. Allow the sam- or larger container. sible for the inspection, testing, and im m warm until it reaches the min- 4. To measure the refractive index, imum temperature in Table C. use a digital refractometer that is maintenance of their fire protection 9 system and devices in compliance 4. Once the solution reaches the mini- temperature compensating. Fill the with this document,as well as with the mum temperature, fill the 500 ml well in the refractometer with solu- applicable NFPA standards,in addition calibrated cylinder with the solu- tion and shut the cover. Note the to the standards of any authority having tion and gently insert the hydrom- refractive index as shown on the jurisdiction.Contact the installing con- eter into the cylinder to allow it to refractometer. tractor or product manufacturer with float. Fluid may be added to the 5. Verify the refractive index falls with- any questions. cylinder until the hydrometer is in the acceptable range listed in Ta- It is recommended that automatic floating.Note the specific gravity as ble C. If the test results for all the acceptable shown on the hydrometer. Check samples are within the table sprinkler antifreeze systems be the temperature using anappropri- p p inspected,tested,and maintained by a ranges,the inspection is complete. qualified inspection,testing,and main- ate thermometer. q p , 9 6. If the test results from any of the tenance service. 5. Verify the specific gravity falls with- samples fall outside of the accept- in the acceptable range listed in Ta- able ranges, drain out the system, Fluid Test ble C. If the test results for all the and pump in new LFP® Antifreeze. At least once a year, an inspection, samples are within the acceptable Take samples and test again. If the testing,and maintenance service shall ranges,the inspection is complete. samples continue to fall outside of take a measurement of the specific 6. If the test results from any of the the acceptable specifications, then gravity or refractive index of the fluid in samples fall outside of the accept- the system shall be emptied and the LFP®Antifreeze system. The fluid able ranges, drain out the system, vacuumed clean of any remaining must be replaced if either property and pump in new LFP®Antifreeze. fluid. Recharge the system per the deviates from that originally supplied Take samples and test again. If the Existing System Installation sec- within the allowed tolerance,as speci- samples continue to fall outside of tion. If the samples fall within the fied in Table C. the acceptable specifications, then acceptable range, top off the sys- A detailed description of an appropri- the system shall be emptied and tem to replace the liquid removed ate hydrometer or refractometer can vacuumed clean of any remaining for the samples. be found in the sections titled Using a fluid. Recharge the system per the Hydrometer and Using a Refractometer, Existing System Installation sec- STIONM respectively.A recommended h drom- tion. If the samples fall within the Y Contaminants or other foreign materials eter,refractometer and accessories are acceptable range, top off the sys- within a sprinkler system may adversely available for purchase, as listed in the tem to replace the liquid removed impact the properties and performance Ordering Procedure section. for the samples. of LFP@ Antifreeze.See the Installation It is required to have test equipment Using a Refractometer section for instructions on flushing and calibrated annually to reduce the risk of 1. Ensure that your refractometer is recharging the system if the solution incorrect test results.Two test methods temperature compensating and falls outside of the acceptable range are acceptable per NFPA 25,and either that it measures refractive index. since the last inspection. may be used to verify that the anti- The range of refractive index mea- freeze is within the specification limits. surements should cover the ac- ceptable refractive index range list- Use of LFP®Antifreeze shall be in con- Using aHydrometer ed in Table C and the refractometer 1. Ensure that your hydrometer mea- should have increments of at most formance with all state and local health sures specific gravity. The range 0.0001. and environmental regulations for the of specific gravity measurements location where it is installed. If a small should cover the acceptable spe- 2. Ensure the main supply valve is amount of antifreeze solution is spilled, cific gravity range listed in Table C closed prior to taking a sample to absorbent towels are recommended to and the hydrometer should have in- test.If the valve is open,supply wa- clean up spill. Towels used to clean up crements of at most 0.002. ter will be pulled into the system spill can be disposed of in the garbage. when the first sample is removed Use caution following a spill as the floor 2. Ensure the main supply valve is from the system. Test separate may remain slippery in the area of the closed prior to taking a sample to samples from the top of each sys- spill. Consult with a local waste water test.If the valve is open,supply wa- tem and at the bottom of each sys- treatment plant or council for informa- ter will be pulled into the system tem,or otherwise required by appli- tion on procedures to follow for the dis- when the first sample is removed cable NFPA standards. If the most posal of large amounts of waste water. from the system. Test separate remote portion of the system or the samples from the top of each sys- interface with the wet pipe system Disposal tem and at the bottom of each sys- is not near the top or the bottom Any disposal of LFP@ Antifreeze shall tem,or otherwise required by appli- of the system, additional samples be in conformance with all federal, cable NFPA standards. If the most must be checked. state, and .local waste regulations. remote portion of the system or the Refer to the LFP® Antifreeze Safety interface with the wet pipe system Data Sheet for more details. is not near the top or the bottom of the system, additional samples must be checked. TFP1680 Page 6of6 Limited Ordering Testing Instruments Recommended instruments for testing Warranty, Procedure LFP®Antifreeze for installation tor hrough main- tenance can be purchased throuroughh For warranty terms and conditions,visit Contact your local distributor for avail- FISHER SCIENTIFIC, using the follow- www.tyco-fire.com. ability.When placing an order,indicate ing part numbers: the full product name and Part Number Hydrometer .....................13202421 (P/N). Graduated Cylinder.................115822 Thermometer....................13201647 LFP®Antifreeze Refractometer...................12561346 Specify: LFP®Antifreeze, (specify net contents),P/N (specify): Pallet of 5 gal(19 Q pails, 36 per pallet........................54028 Pallet of 30 gal(114 Q drums, 5 per pallet.........................54029 Note: Minimum order quantity is 1 pallet of 36 pails or 5 drums. Smaller quantities may be purchased through a Johnson Controls authorized distributor. 1400 Pennbrook Parkway,Lansdale,PA 194461 Telephone+1-215-362-0700 461 02018 Johnson Controls.All rights reserved.All specifications and other Information shown were current as of document revision dale and are subject to change without notice. Johnson LFP Is a registered trademark of Johnson Controls;NATIONAL FIRE PROTECTION ASSOCIATION and NFPA—registered trademarks of National Fire Protection Association; FLOWGUARD GOLD-,BLAZEMASTER-,CORZAN-,and FBC"SYSTEM COMPATIBLE PROGRAM Is a licensed trademark of The Lubrizol Corporation of Its affiliates; Controls FISHER SCIENTIFIC Is a trademark of FlsherSelenuflc REScheck Software Version 4.6.4 Compliance Certificate Project Cagnazzi Residence Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 22% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: . Owner/Agent: Designer/Contractor: 12700 New Suffolk Ave. Austin Patterson Disston Architects Cutchogue,NY 11935 376 Pequot Ave. Southport,CT 06890 Compliance:.Passes using UA trade-off Compliance: 14.0%Better Than Code Maximum UA: 1356 Your UA: 1166 Maximum SHGC: 0.40 Your SHGC: 0.24 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum code home. Envelope Assemblies Gross Area Cavity Cont. Assembly or U-Factor UA Perimeter Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 2,927 30.0 0.0 0.033 97 Floor 2:All-Wood joist/Truss:Over Outside Air 1,170 44.0 0.0 0.023 27 Wall 1:Wood Frame, 16"D.C. 3,476 25.0 0.0 0.053 129 Window 1:Wood Frame:Double Pane with Low-E 991 0.310 307 SHGC:0.24 Door 1:Solid 60 0.340 20 Wall 2:Wood Frame, 16"D.C. 3,564 25.0 0.0 0.053 147 Window 2:Wood Frame:Double Pane with Low-E 784 0.310 243 SHGC: 0.24 Wall 3:Wood Frame, 16"D.C. 1,296 25.0 0.0 0.053 64 Window 3:Wood Frame:Double Pane with Low-E 84 0.310 26 SHGC:0.24 Ceiling 1: Flat Ceiling or Scissor Truss 3,127. 49.0 0.0 0.026 81 Ceiling 2: Flat Ceiling or Scissor Truss 970 49.0 0.0 0.026 25 Project Title: Cagnazzi Residence Report date: 02/06/19 Data filename: C:\Users\kkingsley\Desktop\Drawings\Cagnazzi\Cagnazzi.rck Page 1 of 2 Compliance Statement. The proposed building design described here is consistent with the builgdjagl5ra-FN specifications,and other calculations submitted with the permit application.The proposed building as been d ' d meet the 015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirement isted in RE eck Inspection Checklist. / Name-T le Sign u Date I I I i I Project Title: Cagnazzi Residence Report date: 02/06/19 Data filename: C:1Userslkkingsley\Desktop\Drawings\Cagnazzi\Cagnazzi.rck Page 2 of 2 A 2015 IECC Energy NJEfficiency Certificate ,Insulation . Above-Grade Wall 25.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 49.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.31 0.24 Door 0.34 CoolingHeating& Heating System: Cooling System: i Water Heater: Name: Date: Z 6 Comments i i t i i i i } a z a tit+ Cagnazzi HVAC Load Calculations for Cagnazzi Res 12700 Suffolk Ave Cutchogue, NY 11935 E FJ 6 FX" zsiDzNpnAL. FI tVAC HVAC I.ADS Prepared By: Wednesday, February 06,2019 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. r� Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Air Solutions,Inc. Cagnazzi Stamford CT 06902 Pa e 2 Project Report General Project Information Project Title: Cagnazzi Designed By: Ken Kingsley Project Date: Monday,January 28,2019 Client Name: Cagnazzi Res Client Address: 12700 Suffolk Ave Client City: Cutchogue, NY 11935 Design Data Reference City: La Guardia, New York Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 11 ft. Altitude Factor: 1.000 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum D[y Bulb difference Winter: 0 4.17 n/a n/a 70 n/a Summer: 95 75 40% 50% 75 34 Check Figures Total Building Supply CFM:, 6,200 CFM Per Square ft.: 0.776 Square ft. of Room Area: 7,994 Square ft. Per Ton: 929 Volume(ft3): 74,873 FB—uilding Loads Total Heating Required Including Ventilation Air: 141,292 Btuh 141.292 MBH Total Sensible Gain: 98,578 Btuh 95 % Total Latent Gain: 4,726 Btuh 5 % Total Cooling Required Including Ventilation Air: 103,304 Btuh 8.61 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\kkingsley\Desktop\Loads\Cagnazzi main.rh9 Wednesday, February 06,2019, 10:34 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Air Solutions,Inc. Cagnazzi Stamford CT 06902 Pa e 3 Miscellaneous Report System 1 System 1 Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 0 4.17 100% n/a 70 n/a Summer: 95 75 40% 50% 75 33.91 System 2 System 2 Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 0 4.17 100% n/a 70 n/a Summer: 95 75 40% 50% 75 33.91 System 3 Master Suite Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 0 4.17 100% n/a 70 n/a Summer: 95 75 40% 50% 75 33.91 System 4 Balance Of 2nd Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum D Bulb Difference Winter: 0 4.17 100% n/a 70 n/a Summer: 95 75 40% 50% 75 33.91 System 5 Bonus Room Outdoor Outdoor Outdoor Indoor Indoor. Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum D Bulb Difference Winter: 0 4.17 100% n/a 70 n/a Summer: 95 75 40% 50% 75 33.91 System 6 Third Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data DU Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 0 4.17 100% n/a 70 n/a Summer: 95 75 40% 50% 75 33.91 Duct Sizing Inputs Main Trunk Runout Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 0 ft./min 0 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.100 AC/hr 0.050 AC/hr 125 CFM 62 CFM Infiltration Actual: 0.100 AC/hr 0.050 AC/hr Above Grade Volume: X 74.873 Cu.ft. X 74.873 Cu.ft. 7,487 Cu.ft./hr 3,744 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 125 CFM 62 CFM Total Building Ventilation: ' 0 CFM 0 CFM ---System 1--- Infiltration&Ventilation Sensible Gain Multiplier: 21.99 = (1.10 X 1.000 X 20.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 23.05 = (0.68 X 1.000 X 33.91 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 76.97 = (1.10 X 1.000 X 70.00 Winter Temp. Difference) Winter Infiltration Specified: 0.100 AC/hr(26 CFM), Construction:Tight, Fireplaces: 1,0 CFM,Tight Summer Infiltration Specified: 0.050 AC/hr(13 CFM), Construction:Tight ---System 2--- Infiltration&Ventilation Sensible Gain Multiplier: 21.99 = (1.10 X 1.000 X 20.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 23.05 = (0.68 X 1.000 X 33.91 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 76.97 = (1.10 X 1.000 X 70.00 Winter Temp. Difference) Winter Infiltration Specified: 0.100 AC/hr(23 CFM), Construction:Tight Summer Infiltration Specified: 0.050 AC/hr(11 CFM), Construction:Tight C:\Users\kkingsley\Desktop\Loads\Cagnazzi main.rh9 Wednesday, February 06,2019, 10:34 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Air Solutions,Inc. �j Cagnazzi Stamford CT 06902 Page 4 Miscellaneous Report cont'd Outside Air Data ---System 3--- Infiltration&Ventilation Sensible Gain Multiplier: 21.99 = (1.10 X 1.000 X 20.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 23.05 (0.68 X 1.000 X 33.91 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 76.97 = (1.10 X 1.000 X 70.00 Winter Temp. Difference) Winter Infiltration Specified: 0.100 AC/hr(15 CFM), Construction:Tight Summer Infiltration Specified: 0.050 AC/hr(7 CFM), Construction:Tight ---System 4--- Infiltration&Ventilation Sensible Gain Multiplier: 21.99 = (1.10 X 1.000 X 20.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 23.05 = (0.68 X 1.000 X 33.91 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 76.97 = (1.10 X 1.000 X 70.00 Winter Temp. Difference) Winter Infiltration Specified: 0.100 AC/hr(33 CFM), Construction:Tight Summer Infiltration Specified: 0.050 AC/hr(16 CFM), Construction:Tight --System 5--- Infiltration&Ventilation Sensible Gain Multiplier: 21.99 = (1.10 X 1.000 X 20.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 23.05 = (0.68 X 1.000 X 33.91 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 76.97 = (1.10 X 1.000 X 70.00 Winter Temp. Difference) Winter Infiltration Specified: 0.100 AC/hr(14 CFM), Construction:Tight Summer Infiltration Specified: 0.050 AC/hr(7 CFM), Construction:Tight --System 6--- Infiltration&Ventilation Sensible Gain Multiplier: 21.99 = (1.10 X 1.000 X 20.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 23.05 = (0.68 X 1.000 X 33.91 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 76.97 = (1.10 X 1.000 X 70.00 Winter Temp. Difference) Winter Infiltration Specified: 0.100 AC/hr(15 CFM), Construction:Tight Summer Infiltration Specified: 0.050 AC/hr(7 CFM), Construction:Tight Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area T MDD 1 Supply Basement - 0.06 8 424 No 1 Return Basement - 0.06 8 236 No Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area T MDD 1 Supply Basement - 0.06 8 366 No 1 Return Basement - 0.06 8 204 No Duct Load Factor Scenarios for System 3 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area T MDD 1 Supply Attic 16B 0.06 6 262 No 1 Return Attic 16B 0.06 6 146 No Duct Load Factor Scenarios for System 4 Attic Duct Duct Surface From No. Type Description Location Ceilinq Leakage Insulation Area T MDD 1 Supply Attic 16B 0.06 8 588 No 1 Return Attic 16B 0.06 8 435 No Duct Load Factor Scenarios for System 5 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area T MDD 1 Supply Attic 16B 0.06 8 256 No 1 Return Attic 16B 0.06 8 47 No C:\Users\kkingsley\Desktop\Loads\Cagnazzi main.rh9 Wednesday, February 06,2019, 10:34 AM 'r^ Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Air Solutions,Inc. Cagnazzi Stamford CT 06902 Pa e 5 Miscellaneous Report contrd Duct Load Factor Scenarios for System 6 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area fTjMDD 1 Supply Attic 16B 0.06 8 262 No 1 Return Attic 16B 0.06 8 97 No C:\Users\kkingsley\Desktop\Loads\Cagnazzi main.rh9 Wednesday, February 06,2019, 10:34 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Air Solutions,Inc. Cagnazzi Stamford CT 06902 Page 6 Load Preview Report Net ft z Sen Lat Net Sen Sys Sys Sys Duct Scope Ton Ron Area Gain Gain Gain Loss Htg Cig Act Size CFM_CFM CFM Building 8.61 929 7,994 98,578 4,726 103,304 141,292 4,340 6,200 6,200 System 1 2.24 701 1,570 25,290 1,585 26,875 30,354 840 1,200 1,200 12x1 Supply Duct Latent 221 221 Return Duct 0 262 262 440 Zone 1 1,570 25,290 1,102 26,392 29,914 840' 1,200 1,200 12x1 1-Family 342 10,204 906 11,110 9,527 268 484 484 5--7 2-Closet/Powder 80 1,242 23 1,265 2,206 62 59 59 1--5 3-Vestibule 104 1,057 15 1,072 1,581 44 50 50 1-5 4-Entry/Stair Hall 377 2,546 75 2,621 4,996 140 121 121 2--5 5-Living 667 10,241 83 10,324 11,604 326 486 486 5-7 System 2 1.17 1,162 1,357 13,339 679 14,019 21,350 700 1,000 1,000 12x1 Supply Duct Latent 193 193 Return Duct 0 225 225 379 Zone 1 1,357 13,339 261 13,600 20,971 700 1,000 1,000 12x1 6-Dining 360 4,984 38 5,022 6,197 207 374 374 4--6 7-Kitchen 340 4,353 51 4,404 4,664 156 326 326 3--7 8-Butler's Pantry 176 515 30 545 1,869 62 39 39 1--5 9-Bath 1 156 1,024 47 1,071 2,620 87 77 77 1--6 10-Mudroom 171 921 36 957 2,157 72 69 69 1--6 11-Laundry 154 1,544 59 1,603 3,465 116 116 116 2--5 System 3 1.14 852 972 13,228 469 13,697 18,847 560 800 800 10x1 Supply Duct Latent 139 139 Return Duct 1,217 162 1,378 1,276 Zone 1 972 12,011 168 12,179 17,571 560 800 800 10x1 12-Master Bedroom 340 5,025 59 5,084 6,673 213 335 335 4--6 13-Master Bath 176 5,119 51 5,170 6,020 192 341 341 4--6 14-Her Closet 266 1,039 33 1,072 2,735 87 69 69 1--6 15-His Closet 190 828 25 853 2,143 68 55 55 1--5 System 4 2.04 1,067 2,177 23,391 1,093 24,484 34,503 1,120 1,600 1,600 16x1 Supply Duct Latent 234 234 Return Duct 3,059 482 3,540 3,191 Zone 1-Clg.:45%,Htg.:40% 870 13,193 127 13,320 12,497 447 721 721 10x1 16-Common Room 570 9,221 68 9,289 6,705 240 504 504 5--7 17-Stair Hall 300 3,972 59 4,031 5,793 207 217 217 2--7 Zone 2-Clg.:55%,Htg.:60% 1,307 16,082 251 16,333 18,815 673 879 879 10x1 18-Bedroom 209 192 4,294 36 4,330 3,413 122 235 235 3--6 19-Bath 210&CL 160 102 0 102 145 5 6 6 1-4 20-Bedroom 212 182 5,291 61 5,352 4,679 167 289 289 3--7 21-Bath 213&CL 70 140 11 151 533 19 8 8 1-4 22-Bedroom 215 210 1,324 43 1,367 2,949 105 72 72 1--6 23-Bath 216&CL 105 613 16 629 1,238 44 34 34 1-4 24-Bedroom 218 195 3,298 54 3,352 3,873 139 180 180 2--6 25-Bath 219 91 594 16 610 1,028 37 32 32 1-4 26-Closet 220 102 426 14 440 957 34 23 23 1-- System 5 1.21 786 948 14,025 440 14,465 17,965 560 800 800 10x1 Supply Duct Latent 224 224 Return Duct 340 52 392 362 Zone 1 948 13,685 164 13,849 17,602 560 800 800 10x1 27-Back Stair 132 2,426 21 2,447 2,281 73 142 142 2--6 28-Bonus Room 816 11,260 143 11,403 15,322 487 658 658 6--7 C:\Users\kkingsley\Desktop\Loads\Cagnazzi main.rh9 Wednesday, February 06,2019, 10:34 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Air Solutions,Inc. 1W Cagnazzi Stamford CT 06902 Page 7 Load Preview Report cont' Net ft.2 Sen Lat Net Sen Sys Sys Sys Duct Scope Tonl /Ton Area Gain Gain Gain Loss Htg Clg Act Size CFM CFM CFM System 6 0.81 1,192 970 9,304 460 9,764 18,274 560 800 800 10x1 Supply Duct Latent 184 184 Return Duct 694 107 801 739 Zone 1 970 8,611 168 8,779 17,534 560 800 800 10x1 29-Gym 760 6,346 114 6,460 12,462 398 590 590 6--7 30-Office 210 2,265 54 2,319 5,072 162 210 210 2--7 Sum of room airflows may be greater than system airflow because system has multiple zones. C:\Users\kkingsley\Desktop\Loads\Cagnazzi main.rh9 Wednesday, February 06,2019, 10:34 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Air Solutions,Inc. Cagnazzi Stamford CT 06902 Page 8 Duct Size Preview Room or Minimum Maximum Rough. Design SP Duct Duct Htg Clg Act. Duct Duct Name Source Velocity Velocity Factor U100 Loss Velocity Length Flow Flow Flow Size System 1 Supply Runouts Zone 1 1-Family Built-In 0 750 0.01 0.1 362.3 268 N 484 484 5--7 2-Closet/Powder Built-In 0 750 0.01 0.1 432.2 6259 59 1--5 3-Vestibule Built-In 0 750 0.01 0.1 367.9 44 50 50 1-5 4-Entry/Stair Hall Built-In 0 750 0.01 0.1 443.1 140 121 121 2--5 5-Living Built-In 0 750 0.01 0.1 363.6 326 486 486 5--7 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 847.1 840 MI1,200 12x1 System 2 Supply Runouts Zone 1 6-Dining Built-In 0 750 0.01 0.1 475.7 207 374 374 4-6 7-Kitchen Built-In 0 750 0.01 0.1 407 156 326 326 3--7 8-Butler's Pantry Built-In 0 750 0.01 0.1 282.9 62 39 39 1--5 9-Bath 1 Built-In 0 750 0.01 0.1 390.8 87 77 77 1-6 10-Mudroom Built-In 0 750 0.01 0.1 351.5 72 69 69 1--6 11-Laundry Built-In 0 750 0.01 0.1 424.3 16_1 116 2--5 Other Ducts in System 2 Supply Main Trunk Built-In 0 900 0.003 0.1 800 700MI 1,000 12.15 System 3 Supply Runouts Zone 1 12-Master Bedroom Built-In 0 750 0.01 0.1 426.2 213335 335 4--6 13-Master Bath Built-In 0 750 0.01 0.1 434.1 192 341 341 4--6 14-Her Closet Built-In 0 750 0.01 0.1 352.4 87 69 69 1--6 15-His Closet Built-In 0 750 0.01 0.1 404.4 68 55 1--5 Other Ducts in System 3 Supply Main Trunk Built-In 0 900 0.003 0.1 768 560MI I 800 10x1 System 4 Supply Runouts Zone 1 16-Common Room Built-In 0 750 0.01 0.1 377.2 240 50 504 5--7 17-Stair Hall Built-in 0 750 0.01 0.1 406.1 207 217 217 2--7 Zone 2 18-Bedroom 209 Built-In 0 750 0.01 0.1 398.4 122235 235 3--6 19-Bath 210&CL Built-In 0 750 0.01 0.1 63.7 51M 6 1-4 20-Bedroom 212 Built-In 0 750 0.01 0.1 360.7 167 289 289 3--7 21-Bath 213&CL Built-In 0 750 0.01 0.1 87.7 19 8 8 1-4 22-Bedroom 215 Built-In 0 750 0.01 0.1 368.6 105 72 72 1--6 23-Bath 216&CL Built-In 0 750 0.01 0.1 384 44 34 34 1--4 24-Bedroom 218 Built-In 0 750 0.01 0.1 459 139 ' 180 180 2--6 25-Bath 219 Built-In 0 750 0.01 0.1 372 37 32 32 1-4 26-Closet 220 Built-In 0 750 0.01 0.1 267 34 '`t 23 23 1-4 Other Ducts in System 4 Supply Main Trunk Built-In 0 900 0.003 0.1 900 1,120 ..1�ii00' 1,600 16x1 System 5 Supply Runouts Zone 1 27-Back Stair Built-In 0 750 0.01 0.1 361.1 73 MI 142 2--6 28-Bonus Room Built-In 0 750 0.01 0.1 410.5 487 "d'658 658 6--7 Other Ducts in System 5 Supply Main Trunk Built-In 0 900 0.003 0.1 768 560 ' .I 800 10x1 System 6 Supply Runouts C:\Users\kkingsley\Desktop\Loads\Cagnazzi main.rh9 Wednesday, February 06,2019, 10:34 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Air Solutions,Inc. Cagnazzi Stamford CT 06902 Pa e 9 Duct Size Preview cont'd Room or Minimum Maximum Rough. Design SP Duct Duct Htg Clg Act. Duct Duct Name Source Velocity Velocity Factor L/100 Lossl Velocity Length Flow Flow Flow Size Zone 1 29-Gym Built-In 0 750 0.01 0.1 367.7 398 590 590 6--7 30-Office Built-In 0 750 0.01 0.1 393.6 162210 1 210 2-7 Other Ducts in System 6 Supply Main Trunk Built-In 0 900 0.003 0.1 768 560 80Qj 800 10x1 Summary System 1 Heating Flow: 840 Cooling Flow: 1200 System 2 Heating Flow: 700 Cooling Flow: 1000 System 3 Heating Flow: 560 Cooling Flow: 800 System 4 Heating Flow: 1120 Cooling Flow: 1600 System 5 Heating Flow: 560 Cooling Flow: 800 System 6 Heating Flow: 560 Cooling Flow: 800 C:\Users\kkingsley\Desktop\Loads\Cagnazzi main.rh9 Wednesday, February 06,2019, 10:34 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Air Solutions,Inc. Cagnazzi Stamford CT 06902 Page 10 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 4A-1f-d: Glazing-Double pane low-e(e=0.20 or less), 1287.8 36,958 0 35,248 35,248 sliding glass door, a=0.20 on surface 2, insulated fiberglass frame, U-value 0.41, SHGC 0.49 4A-1f-d: Glazing-Double pane low-e(e=0.20 or less), 502 14,408 0 24,035 24,035 sliding glass door, a=0.20 on surface 2, insulated fiberglass frame, U-value 0.41,SHGC 0.49 12F-Obw:Wall-Frame, R-21 insulation in 2 x 6 stud 1183.1 5,382 0 1,200 1,200 cavity, no board insulation, brick finish,wood studs, U-value 0.065 13BA-Ofcw:Wall-Block,framing with R-11 in 2 x 4 stud 4801.1 29,576 0 7,473 7,473 cavity,filled core,wood studs, U-value 0.088 16BR-44-ml: Roof/Ceiling-Under Attic with Insulation on 4391 6,761 0 5,313 5,313 Attic Floor(also use for Knee Walls and Partition Ceilings), unvented attic with radiant barrier, R-44 insulation, light metal, U-value 0.022 19A-30p-c: Floor-Over enclosed crawl space, No 2927 5,848 0 1,670 1,670 insulation on exposed walls,sealed or vented space, passive, R-30 blanket, carpet covering, U-value 0.034 20P-30-c: Floor-Over open crawl space or garage, 816 1,999 0 428 428 Passive, R-30 blanket insulation, carpet covering, U- value 0.035 Subtotals for structure: 100,932 0 75,367 75,367 People: 4 800 920 1,720 Equipment: 0 0 0 Lighting: 550 1,876 1,876 Ductwork: 30,755 2,485 16,620 19,105 Infiltration:Winter CFM: 125, Summer CFM: 62 9,605 1,441 1,373 2,814 Ventilation:Winter CFM: 0,Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 2,422 2,422 Total Building Load Totals: 141,292 4,726 98,578 103,304 Check Fi ures Total Building Supply CFM: 6,200 CFM Per Square ft.: 0.776 Square ft. of Room Area: 7,994 Square ft. Per Ton: 929 Volume(ft'): 74,873 [-Building Loads Total Heating Required Including Ventilation Air: 141,292 Btuh 141.292 MBH Total Sensible Gain: 98,578 Btuh 95 % Total Latent Gain: 4,726 Btuh 5 % Total Cooling Required Including Ventilation Air: 103,304 Btuh 8.61 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\kkingsley\Desktop\Loads\Cagnazzi main.rh9 Wednesday, February 06,2019, 10:34 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Air Solutions, Inc. Cagnazzi Stamford,CT 06902 page 11 Building Pie Chart - - Floor 6% Infiltration 7% Roof 5% Ductwork 22% Wall 25% Glass 36% Floor 2% AED Excursion 2% Roof 5% Infiltration 3% Wall 8% Ductwork 18% Lighting 2% People 2% Glass 57% C:\Users\kkingsley\Desktop\Loads\Cagnazzi main.rh9 Wednesday, February 06, 2019, 10:34 AM i Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Air Solutions,Inc. Cagnazzi Stamford CT 06902 Pae 12 Manual S Performance Data - System 1 - System 1 Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 25.290 Outdoor Wet Bulb: 75 Latent Gain: 1.585 Indoor Dry Bulb: 75 Total Gain: 26.875 Indoor RH: 50 Load SHR: 0.94 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 0 Sensible Loss: 30.354 Indoor Dry Bulb: 70 Entering Dry Bulb: 69.5 Indoor RH: 30 Supply Airflow: 840 Equipment Performance Data at System Design Conditions Cooling: Model Type:Standard Air Conditioner, Model: , Manufacturer: Interpolation Results: Percent Load of Load Sensible Capacity: 0.000 25.290 0% Latent Capacity: 0.000 1.585 0% Total Capacity: 0.000 26.875 0% Heating: Model Type: Natural Gas Furnace, Model: , Manufacturer: Results: Percent Load of Load Heating Capacity: 0.000 30.354 0% C:\Users\kkingsley\Desktop\Loads\Cagnazzi main.rh9 Wednesday, February 06,2019, 10:34 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Air Solutions,Inc. Cagnazzi Stamford CT 06902 Pacip 13 Manual S Performance Data - System 2 - S stem 2 Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 13.339 Outdoor Wet Bulb: 75 Latent Gain: 0.679 Indoor Dry Bulb: 75 Total Gain: 14.019 Indoor RH: 50 Load SHR: 0.95 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 0 Sensible Loss: 21.350 Indoor Dry Bulb: 70 Entering Dry Bulb: 69.5 Indoor RH: 30 Supply Airflow: 700 Equipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Model: , Manufacturer: Interpolation Results: Percent Load of Load Sensible Capacity: 0.000 13.339 0% Latent Capacity: 0.000 0.679 0% Total Capacity: 0.000 14.019 0% Heating: Model Type: Natural Gas Furnace, Model: , Manufacturer: Results: Percent LoAd of Load Heating Capacity: 0.000 21.350 0% C:\Users\kkingsley\Desktop\Loads\Cagnazzi main.rh9 Wednesday, February 06,2019, 10:34 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Air Solutions,Inc. Cagnazzi Stamford CT 06902 Page 14 Manual S Performance Data - S stem 3 - Master Suite Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 13.228 Outdoor Wet Bulb: 75 Latent Gain: 0.469 Indoor Dry Bulb: 75 Total Gain: 13.697 Indoor RH: 50 Load SHR: 0.97 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 0 Sensible Loss: 18.847 Indoor Dry Bulb: 70 Entering Dry Bulb: 67.9 Indoor RH: 30 Supply Airflow: 560 Equipment Performance Data at System Design Conditions Cooling: Model Type:Standard Air Conditioner, Model: , Manufacturer: Interpolation Results: Percent Loyd of Load Sensible Capacity: 0.000 13.228 0% Latent Capacity: 0.000 0.469 0% Total Capacity: 0.000 13.697 0% Heating: Model Type: Natural Gas Furnace, Model: , Manufacturer: Results: Percent L9� of Load Heating Capacity: 0.000 18.847 0% C:\Users\kkingsley\Desktop\Loads\Cagnazzi main.rh9 Wednesday, February 06,2019, 10:34 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. 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Cagnazzi Stamford CT 06902 Pae 15 Manual S Performance Data - System 4 - Balance Of 2nd Floor Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 23.391 Outdoor Wet Bulb: 75 Latent Gain: 1.093 Indoor Dry Bulb: 75 Total Gain: 24.484 Indoor RH: 50 Load SHR: 0.96 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 0 Sensible Loss: 34.503 Indoor Dry Bulb: 70 Entering Dry Bulb: 67.4 Indoor RH: 30 Supply Airflow: 1,120 Equipment Performance Data at System Design Conditions Cooling: Model Type:Standard Air Conditioner, Model: , Manufacturer: Interpolation Results: Percent Load of Load Sensible Capacity: 0.000 23.391 0% Latent Capacity: 0.000 1.093 0% Total Capacity: 0.000 24.484 0% Heating: Model Type: Natural Gas Furnace, Model: , Manufacturer: Results: Percent Loyd of Load Heating Capacity: 0.000 34.503 0% C:\Users\kkingsley\Desktop\Loads\Cagnazzi main.rh9 Wednesday, February 06,2019, 10:34 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Air Solutions,Inc. Cagnazzi Stamford CT 06902 Pae 16 Manual S Performance Data - S stem 5 - Bonus Room Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 14.025 Outdoor Wet Bulb: 75 Latent Gain: 0.440 Indoor Dry Bulb: 75 Total Gain: 14.465 Indoor RH: 50 Load SHR: 0.97 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 0 Sensible Loss: 17.965 Indoor Dry Bulb: 70 Entering Dry Bulb: 69.4 Indoor RH: 30 Supply Airflow: 560 Equipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Model: , Manufacturer: Interpolation Results: Percent Lgad of Load Sensible Capacity: 0.000 14.025 0% Latent Capacity: 0.000 0.440 0% Total Capacity: 0.000 14.465 0% Heating: Model Type: Natural Gas Furnace, Model: , Manufacturer: Results: Percent Load of Load Heating Capacity: 0.000 17.965 0% 1 C:\Users\kkingsley\Desktop\Loads\Cagnazzi main.rh9 Wednesday, February 06,2019, 10:34 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. 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Cagnazzi Stamford CT 06902 Pae 17 Manual S Performance Data - S stem 6 - Third Floor Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 9.304 Outdoor Wet Bulb: 75 Latent Gain: 0.460 Indoor Dry Bulb: 75 Total Gain: 9.764 Indoor RH: 50 Load SHR: 0.95 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 0 Sensible Loss: 18.274 Indoor Dry Bulb: 70 Entering Dry Bulb: 68.8 Indoor RH: 30 Supply Airflow: 560 Equipment Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Model: , Manufacturer: Interpolation Results: Percent Load of Load Sensible Capacity: 0.000 9.304 0% Latent Capacity: 0.000 0.460 0% Total Capacity: 0.000 9.764 0% Heating: Model Type: Natural Gas Furnace, Model: , Manufacturer: Results: Percent Load of Load Heating Capacity: 0.000 18.274 0% C:\Users\kkingsley\Desktop\Loads\Cagnazzi main.rh9 Wednesday, February 06,2019, 10:34 AM !A Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Air Solutions,Inc. Cagnazzi Stamford,CT 06902 °'� Page 18 S stem 1 Room Load Summar Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel. Btuh Btuh CFM CFM ---Zone 1--- 1 Family 342 9,527 124 5-7 362 10,204 906 464 484 2 Closet/Powder 80 2,206 29 1-5 432 1,242 23 56 59 3 Vestibule 104 1,581 21 1-5 368 1,057 15 48 50 4 Entry/Stair Hall 377 4,996 65 2-5 443 2,546 75 116 121 5 Living 667 11,604 151 5-7 364 10,241 83 466 486 Duct Latent 221 Return Duct 440 0 262 System 1 total 1,570 30,354 389 25,290 1,585 1,150 1,200 System 1 Main Trunk Size: 12x17 in. Velocity: 847 ft./min Loss per 100 ft.: 0.103 in.wg Fcoolinq System Summary Cooling Sensible/Latent Sensible Latent Total Tons split Btuh Btuh Btuh Net Required: 2.24 94%/6% 25,290 1,585 26,875 E ui ment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\kkingsley\Desktop\Loads\Cagnazzi main.rh9 Wednesday, February 06,2019, 10:34 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Air Solutions,Inc. Cagnazzi Stamford CT 06902 Pae 19 System 2 Room Load Summar Htg Min Run Run, Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel' Btuh Btuh CFM CFM ---Zone 1--- 6 Dining 360 6,197 81 4-6 476 4,984 38 227 374 7 Kitchen ' 340 4,664 61 3-7 407 4,353 51 198 326 8 Butler's Pantry 176 1,869 24 1-5 283 515 30 23 39 9 Bath 1 156 2,620 34 1-6 391 1,024 47 47 77 10 Mudroom 171 2,157 28 1-6 352 921 36 42 69 11 Laundry 154 3,465 45 2-5 424 1,544 59 70 116 Duct Latent 193 Return Duct 379 _0 225 System 2 total 1.357 21,350 272 13,339 679 607 1,000 System 2 Main Trunk Size: 12x15 in. Velocity: 800 ft./min Loss per 100 ft.: 0.099 in.wg [—Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons split Btuh Btuh Btuh Net Required: 1.17 95%/5% 13,339 679 14,019 E ui ment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\kkingsley\Desktop\Loads\Cagnazzi main.rh9 Wednesday, February 06,2019, 10:34 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Air Solutions,Inc. Cagnazzi Stamford CT 06902 Page 20 S stem 3 Room Load Summar Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel ; Btuh Btuh CFM CFM ---Zone 1--- 12 Master Bedroom 340 6,673 87 4-6 426 5,025 59 229 335 13 Master Bath 176 6,020 78 4-6 434 5,119 51 233 341 14 Her Closet 266 2,735 36 1-6 352 1,039 33 47 69 15 His Closet 190 2,143 28 1-5 404 828 25 38 55 Duct Latent 139 Return Duct 1,276 1,217 162 System 3 total 972 18,847 228 13,228 469 546 800 System 3 Main Trunk Size: 10x15 in. Velocity: 768 ft./min Loss per 100 ft.: 0.105 in.wg (FCooling System Summa Cooling Sensible/Latent Sensible Latent Total Tons S lit Btuh Btuh Btuh Net Required: 1.14 97%/3% 13,228 469 13,697 E ui ment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\kkingsley\Desktop\Loads\Cagnazzi main.rh9 Wednesday, February 06,2019, 10:34 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Air Solutions,Inc. Cagnazzi Stamford CT 06902 Pa a 21 System 4 Room Load Summar Htg Min Run Run, Clg Clg Min' Act Room Area Sens Htg Duct Duct i' Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 16 Common Room 570 6,705 87 5-7 377 9,221 68 419 504 17 Stair Hall 300 5,793 75 2-7 406 3,972 59 181 217 Zone 1 subtotal 870 12,497 162 13,193 127 600 721 ---Zone 2--- 18 Bedroom 209 192 3,413 44 3-6 398 4,294 36 195 235 19 Bath 210&CL 160 145 2 1-4 64 102 0 5 6 20 Bedroom 212 182 4,679 61 3-7 361 5,291 61 241 289 21 Bath 213&CL 70 533 7 1-4 88 140 11 6 8 22 Bedroom 215 210 2,949 38 1-6 369 1,324 43 60 72 23 Bath 216&CL 105 1,238 16 1-4 384 613 16 28 34 24 Bedroom 218 195 3,873 50 2-6 459 3,298 54 150 180 25 Bath 219 91 1,028 13 1-4 372 594 16 27 32 26 Closet 220 102 957 12 1-4 267 426 14 19 23 Zone 2 subtotal 1,307 18,815 244 16,082 251 731 879 Duct Latent 234 Return Duct 31191 3,059 482 System 4 total 2,177 34,503 407 23,391 1,093 925 1,600 System 4 Main Trunk Size: 16x16 in. Velocity: 900 ft./min Loss per 100 ft.: 0.099 in.wg Note: Since the system is multizone,the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure + Excursion"method. Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons split Btuh Btuh Btuh Net Required: 2.04 96%/4% _ 23,391 1,093 24,484 E ui ment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\kkingsley\Desktop\Loads\Cagnazzi main.rh9 Wednesday, February 06,2019, 10:34 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Air Solutions,Inc. Cagnazzi Stamford CT 06902 Page 22 System 5 Room Load Summar Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct, Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 27 Back Stair 132 2,281 30 2-6 361 2,426 21 110 142 28 Bonus Room 816 15,322 199 6-7 410 11,260 143 512 658 Duct Latent 224 Return Duct 362 340 52 System 5 total 948 17,965 229 14,025 440 622 800 System 5 Main Trunk Size: 10x15 in. Velocity: 768 ft./min Loss per 100 ft.: 0.105 in.wg [—Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons split Btuh Btuh Btuh Net Required: 1.21 97%/3% 14,025 440 14,465 E ui ment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\kkingsley\Desktop\Loads\Cagnazzi main.rh9 Wednesday, February 06,2019, 10:34 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Air Solutions,Inc. Cagnazzi Stamford CT 06902 Page 23 System 6 Room Load Summar Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 29 Gym 760 12,462 162 6-7 368 6,346 114 289 590 30 Office 210 5.072 66 2-7 394 2,265 54 103 210 Duct Latent 184 Return Duct 739 694 107 _ System 6 total 970 18,274 228 9,304 460 392 800 System 6 Main Trunk Size: 10x15 in. Velocity: 768 ft./min Loss per 100 ft.: 0.105 in.wg F—Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons split Btuh Btuh Btuh Net Required: 0.81 95%/5% 9,304 460 9,764 E ui ment Data Heating System Cooling System Type: Natural Gas Furnace Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\kkingsley\Desktop\Loads\Cagnazzi main.rh9 Wednesday, February 06,2019, 10:34 AM Easton, James From: Easton,James Sent: Tuesday, March 23, 2021 9:03 AM To: sales@sentryny.com'; 'tganetis@apdarchitects.com' Subject: Cagnazzi Residence Sprinkler System: 12700 New Suffolk Ave, Cutchogue. Cagnazzi Residence 12700 New Suffolk Ave Cutchogue,NY 11935 Building Permit#44963 Good morning, I have reviewed the plans for an NFPA 13D sprinkler system at the location above. NFPA 13D section 8.3.5 does allow sprinklers to be omitted from attics that are not used or intended for living purposes. After looking through the construction plans submitted to the Building Department I am not convinced some of the attic space could not potentially be used for living purposes. Areas containing the mechanical equipment aside, a portion of the attic space will be finished and conditioned. The NFPA 13D handbook illustrates the following examples of attics that would typically be considered"intended for living purposes" and would need sprinkler protection: • Attics for which a set of walk-up stairs have been constructed. • Attics that have been enclosed and are heated or air conditioned, even if not finished. • Attics that have been provided electrical, lighting and heating or air conditioning. It appears all of these conditions are included in this project. The central space of the attic, accessed by walk-up stairs, will be finished, conditioned and contains electrical and lighting components that lead me to believe this space could be used for living purposes. For this reason I am requesting that the area of concern in the attic be included in the sprinkler design. Please submit drawings (3 sets) showing sprinkler protection of the finished attic space (mechanical spaces, elevator room, AN room excluded) and updated system calculations. Please feel free to contact me should you have any questions or concerns. Regards, James Easton Fire Marshal,Town of Southold g'aFFOL4, JamesE ,southoldtownny. oovv Gym (W)631-765-1802 0 w x Iry �O1 ,F dao PRIVELEGED AND CONFIDENTIAL COMMUNICATION CONFIDENTIALITYNOTICE: This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected by privilege. If you are not the intended recipient,you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on the contents of this information is strictly prohibited. Ifyou have received this transmission in error,please notes the sender immediately by e-mail and delete the original message. 1 •~.#.rly.0 .P - �V',�.�}1v1'0�.:I./,Y ,y 5 ti r; �.. .:"... � 11air.Rp:;O : 1 .7.: 'c `� - .. FWflIl�1 '�� } { ' S M PERS PERMIT NO. (� $luldittg SOF 1 �� MAR 2 2 2.021 Hasen .. : u ld i g permit` a a_ for>tt►s'project? Yes .0 No' �uildn� Wit'# ,. .' . , ,, , Date: INgqg . .. ,+sac v z 4k � �"'''w"',?.".�:;L",uw•arKa'a�:�`,uire�,�;,�y,r," ";;.;Z"�i^,'•�%kc:�;?.�:k?h`�?:'.,4 'fi';�r�„..sw.r�` '�YY�::f:�.,."'7."rr�'),cat:&`-'a�•, ,<_'s.1..�vai,3.5•,;i'�.:;ar$>^�;�'v.`:dea::.�+c.,.`.,�;5r,'� Pw e6�' v I Ow..✓. .. s it ONr!j."r'" I. "Ate: Phonek. 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M,.,C:r�.:.� - -`�•;;Ys�n' *;$ t..-. , 1 VANNW, -A 13bar,I3 .:-$ystemQAu ic: Q keOm*l ...,:.: :Fig ' ]Protected R ises ttocat :t -w4d,or + h eat% t Ntot. �-heads-= S 'sig station •A8� .. '� II I�itchen;lzooiU�e 0.�k�` I�Cenf�al°Station 966 Chapter 23 •�Plans and Calculations OWNER'S INFORMATION CERTIFICATE Name/address of property to be protected with sprinkler protection: 12-700 /flew Ave- CuiA, e. /U Y 111.-5 Name of owner: Go ✓� Z 2 '12e5f4elirA Existing or planned construction is: ❑Fire resistive or noncombustible ;a Wood frame or ordinary(masonry walls with wood beams) ❑Unknown ' / Describe the intended use of the building: �C°Sidem1 ial VSe Note regarding speculative buildings:The design and installation of the fire sprinkler system is dependent on an accurate description of the likely use of the building.Without specific information,assumptions will need to be made that will limit the actual use of the building.Make sure that you communicate any and all use considerations to the fire sprinkler contractor in this form and that you abide by all limitations regarding the use of the building based on the limitations of the fire sprinkler system that is eventually designed and installed. Is the system installation intended for one of the following special occupancies: Aircraft hangar ❑Yes Sp No Fixed guideway transit system ❑Yes $2 No Race track stable ❑Yes A No Marine terminal,pier,or wharf ❑Yes 12 No Airport terminal ❑Yes M No, Aircraft engine test facility ❑Yes 09 No Power plant ❑Yes 139 No Water-cooling tower ❑Yes M No If the answer to any of the above is"yes,"the appropriate NFPA standard should be referenced for sprinkler density/area criteria. Indicate whether any of the following special materials are intended to be present: Flammable or combustible liquids ❑Yes Q2 No Aerosol products ❑Yes N No Nitrate film ❑Yes A No Pyroxylin plastic ❑Yes P No Compressed or liquefied gas cylinders ❑Yes 53 No Liquid or solid oxidizers ❑Yes 1A No Organic peroxide formulations ❑Yes W No Idle pallets ❑Yes (p No If the answer to any of the above is"yes,"describe type,location,arrangement,and intended maximum quantities. o 2012 National Fire Protection Association NFPA 13(p.1 of 2) FIGURE A.23.1(b) Owner's Information Certificate. 2013 Automatic Sprinkler Systems Handbook Section 23.1 • Working Plans 967 Indicate whether the protection is intended for one of the following specialized occupancies or areas: Spray area or mixing room ❑Yes 40 No Solvent extraction ❑Yes 14 No Laboratory using chemicals ❑Yes 14 No Oxygen-fuel gas system for welding or cutting ❑Yes 6 No Acetylene cylinder charging ❑Yes M No Production or use of compressed or liquefied gases ❑Yes 29 No Commercial cooking operation ❑Yes (gl No Class A hyperbaric chamber ❑Yes No Cleanroom ❑Yes 5.No Incinerator or waste handling system ❑Yes �A No Linen handling system ❑Yes W No Industrial furnace ❑Yes 44 No Water-cooling tower ❑Yes, Ull No If the answer to any of the above is"yes,"describe type,location,arrangement,and intended maximum quantities. Will there be any storage of products over 12 ft(3.6 m)in height? ❑Yes WLNo If the answer is"yes,"describe product,intended storage arrangement,and height. Will there be any storage of plastic,rubber,or similar products over 5 ft(1.5 m)high except as described above? ❑Yes (8i,No If the answer is"yes,"describe product,intended storage arrangement,and height. Is there any special information concerning the water supply? ❑Yes 19 No If the answer is"yes,"provide the information,including known environmental conditions that might be responsible for corrosion,including microbiologically influenced corrosion(MIC). I certify that I have knowledge of the intended use of the property and that the above information is correct. Signature of owner's representative or agent: Date: Name of owner's representative or agent completing certificate(print): Relationship and firm of agent(print): ©2012 National Fire Protection Association NFPA 13(p.2 of 2) FIGUREA.23.1(b) Continued Automatic Sprinkler Systems Handbook 2013 y-�r- OLKCol �AZ'�R AUTH�RI�� 4060 Sunrise Highway Oakdale NY 11769-0901 (631)563-0201 Fax(631)563-9794 To: Ryan 03/12/2021 Re: Results of Fire Flow Test Location: as noted As requested, below please find the results of fire flow test. This test was performed during period of low water demand. Such a test, usually, does not reflect the fire flow available under the conditions found in a high-water demand period. We have reviewed the past peak demand information that is available for this area. Historically, the static pressure in this area has been as low as 63 psi. You should adjust the flow test to reflect the lower static pressure prior to using it for any design work, such as a sprinkler system. You may need to adjust the flow as well. Always remember to account for any difference in the ground elevation between the test location and your design site location as well. Any flow test, including one with a peak demand adjustment, only reflects the conditions at the time of the test and may not accurately reflect what fire flow or static pressure will be available in the future. It could be a higher or lower value. The fire flow or the static pressure available at any specific time will depend on system demand and the availability of water supply infrastructure. If you have any questions, please contact the undersigned at (631) 563-0343. It is the closest test. Very truly yours, James R.Wilson Distribution Engineering Manager Suffolk County Water a - Hydrant Saw Test Recoyd FIRE DISTRICT CUTCHOGUE PRESS HYD## I PRESS HYD LOCATION SCWA MAP V 7300108105 NEW SUFFOLK AVE AND BAY ROAD 19-N STATIC PSI DATE 74 3/5/2021 RESID PSI TIME OF DAY 60 11:50:00 AM FLOW HYD## FLOW HYD LOCATION COEF 79NIOM6 NEW SUFFOLK AVE 1ST HYD E/O MEADOW LANE 0.75 ##NOZ NOZZLE SIZE PITOT##1 PITOT##2 GPM FLOW FLOW @ 20 PSI 1 4.5 35 2680 5556 GPM FLOW 1 JGPM PEAK ADJUSTED STATIC PSI ADJUSTED FLOW 63 COMMENTS 12700 NEW SUFFOLK AV Sentry Automatic Fire Protection Inc. 735 Flanders Rd Riverhead, NY 119 01 Phone (631) 723-3095 SENTRY a � o Fire Sprinkler Calculations REMOTE AREA i For CAGNAZZI RESIDENCE C 1270o NEW SUFFOLK AVE CUTCHOGUE, NY 11935 MEN J' 51684 p�OFESS10�'��.. �-- _• " - �� MAR 2 2 2021 Cagnazzi Residence Drawing Date: 3/18/21 13:19 HYDRAULIC DESIGN INFORMATION SHEET Job Name: Cagnazzi Residence Location: 12700 New Suffolk Ave Cutchogue NY 11935, USA Drawing Date: Remote Area Number: 1 Contractor: Sentry Automatic Fire Protection, Inc. Telephone: 631-723-3095 735 Flanders Rd. Riverhead, NY 11901 Designer: RF Calculated By:SprinkCAD www. sprinkcad.com 1400 Pennbrook Pkwy. Lansdale, PA 19446 Construction: Wood Occupancy:RES Reviewing Authorities:Town of Southold SYSTEM DESIGN Code:NFPA 13D Hazard:RES System Type:WET Area of Sprinkler Oper. 512 sq ft1 Sprinkler or Nozzle Density (gpm/sq ft) RES I Make: RASCO Area per Sprinkler 256. 0 sq ft1 Model: RFC 49 Hose Allowance Inside 0 gpm I K-Factor: 4. 90 Hose Allowance Outside 0 gpm I Temperature Rating: 165 CALCULATION SUMMARY, 2 Flowing Outlets gpm Required: 26.3 psi Required: 52. 9 @ Source WATER SUPPLY Water Flow Test I Pump Data I Date of Test 3/12/21 1 Rated Capacity 0 gpm I Static Pressure 63. 0 psi I Rated Pressure 0 . 0 psi 1 Residual Pres 49. 0 psi 1 Elevation 0 I At a Flow of 2680 gpm 1 Make: I Elevation 0" I Model: I Location: NEW SUFFOLK AND BAY RD Source of Information: SCWA SYSTEM VOLUME 68 Gallons Notes: Cagnazzi Residence Drawing Date: 3/18/21 13:19 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 26 33.4 psi 1 1-1/4" CPVC 90 Ell CPVC 6' 120 1.380 26 0. 6 1 Pipe 12�" 10x21 Allied Domestic 3' 120 1 . 682 26 0 . 1 1 11-z" Thrd Alarm Valve Tyco 513D, D/ 0 ' 0 1. 610 26 0. 0 1 Pipe 14,x" 10x21 Allied Domestic 4 ' 120 1. 682 26 0 . 1 1 1-1/2" Grvd 90 Ell #510 4 ' 120 1 . 610 26 0.2 1 Pipe 11-�" 10x21 Allied Domestic 1 ' 120 1. 682 26 0 . 0 1 11-�" Grvd Back Flow Valve RPZ CHART LOSS 26 11. 0 1 Pipe 11-�" Kx20 Copper 285' 150 1. 481 26 7 . 6 Hydr Ref R1 Required at Source 26 52.9 psi Water Source 63. 0 psi static, 49. 0 psi residual @ 2680 gpm 26 gpm 63.0 psi SAFETY PRESSURE 10.1 psi Available Pressure of 63.0 psi Exceeds Required Pressure of 52. 9 psi This is a safety margin of 10.1 psi or 16 % of Supply Maximum Water Velocity is 5. 6 fps Cagnazzi Residence Drawing Date: 3/18/21 13:19 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings . See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 . 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 . 52 x (Q/C) ^1 . 85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0 . 01 psi. Pressures are listed to 0 . 1 psi. Addition may vary by 0 . 1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations Cagnazzi Residence Drawing Date: 3/18/21 13:19 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^3-�) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) Al 31.33 7 . 0 A1S 31. 00 4 . 90 7 . 0 13. 0 13. 0 0. 05 A2 31 .33 7 . 4 A2S 31 . 00 4 . 90 7.4 13.3 13. 0 0. 05 B1 31 . 33 7 . 7 B2 31. 33 7 . 7 W -1 . 67 33. 4 Max velocity of 5. 58 occurs in the pipe from B2 TO W Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. • Cagnazzi Residence Drawing Date: 3/18/21 13:19 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE Al TO W (PRIMARY PATH) 12. 96 1 . 101 IE 0 . 33 7. 0 7 . 0 K = 4 . 90 A1S C=150 3. 83 -0. 1 0 . 0 12 . 96 0. 031 4 . 16 0 . 1 7 . 0 Vel = 4 . 41 1. 101 1T 13. 04 7 . 0 7 . 0 EqK = 4 . 91 Al C=150 9. 56 0. 0 0. 0 12 . 96 0 . 031 22 . 60 0 . 7 7 . 0 Vel = 4 . 41 13.34 1 . 394 15E 199. 75 7 . 7 7 . 7 B2 C=150 5T 119. 04 14 .3 0 . 0 See PATH 2 26.31 0. 036 318 . 79 11. 4 7 .7 Vel = 5. 58 W 26.31 33.4 K = 4.55 PATH 2 FROM HYDRAULIC REFERENCE A2 TO B2 13. 34 1. 101 1E 0. 33 7 . 4 7 . 4 K = 4 . 90 A2S C=150 3. 83 -0. 1 0. 0 13.34 0. 032 4 . 16 0 . 1 7 . 4 Vel = 4 . 54 1 . 101 1E 4 . 11 7. 4 7. 4 EqK = 4 . 90 A2 C=150 3. 83 0. 0 0. 0 13.34 0. 032 7 . 94 0 . 3 7 . 4 Vel = 4 . 54 1 . 394 1. 44 7 . 7 7 . 7 B1 C=150 0. 00 0. 0 0 . 0 13.34 0 . 010 1 . 44 0. 0 7 .7 Vel = 2 . 83 B2 13.34 7. 7 K = 4 . 82 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance ' Cagnazzi Residence Static Pres: 63.0 psi Pressure: 52.9 psi In: 0 gpm 12700 New Suffolk Ave Resid. Pres: 49.0 psi Sys Flow: 26 gpm Out: 0 gpm Cutchogue Flow: 2680 gpm Sys+Hose: 26 gpm Remote Area: 1 Date: 3/12/21 Safety Pres: 10.1 psi Loc: NEW SUFFOLK AND BAY RD Hd Elv Pres: 14.1 psi 70 Supply 60 --- 50 -- P 050P 40 — S I 30 - 20 - 4V-14.1 14.1 psi 10 - 100 150 200 250 300 350 400 450 500 Flow (gpm) SPRINKLER NOTES --- — — 1. SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH NFPA 13D 2016. ------- - -- - — 2. ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE OMITTED IN ACCORDANCE �- — WITH NFPA 13D 2016 SECTION 8.3.5 PREFER. FROM REMOTE BRANCH LINE SPE 3. SPRINKLER HEADS SHALL CLEAR LIGHTING FIXTURES, BEAMS, ETC. SIDEWALL IN HEADS SHALL BE POSITIONED SO THAT DEFLECTORS ARE MIN. 4" AND MAX. 6" FROM - - - - --- - -- - - - - - -- -- -- -- - - WALL ---- -------- CEILIN I I �--------- - -- - - - - -- - --- ------- - -------- -- — -- - --- -- --- ------ 1'------- - 1 1' TEST VA. IN II ACCESSIBLE LOCATION ____-____-__ _ __ __ _ -_______--__ PIPING SHALL BE STANDARD WEIGHT STEEL, COPPER OR CPVC. i - - I i I I I 1 I __ ----- ----- 5. CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL PIPING INCLUDING DROPS, L IF NECESSARY TO ATTAIN CLEARANCES AT NO ADDITIONAL COST. ELL w/CORROSION RESSTANr I \ PoN OUTLEf EQUAL TO A SP 1 �ll 6. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITYREQUIREMENTS WITH REGARD TO MATERIAL, MIN. COVERAGE, INSTALLATION ---- OFFICE _ � 1 I ' 3°2 _________�,; ; WET PIPE INSPECTORS TEST REQUIREMENTS ETC. AV cLosET ------------ ------- -------- 1 r--- -_�---------_-25L � 1 r ------ � 12----- -------------------------------------------------------------------------- i I 7. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY APPROVALS FROM t , I LOCAL WATER AUTHORITIES HAVING JURISDICTION. I GYM ; BUL$ 8. CONTRACTOR SHALL FILE FOR FIRE LINE TAP WITH LOCAL WATER COMPANY. - - - - - --I I N jr- _ - WITH THREADS SUPPORT P �07 GUIDE CE'uNc 9. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS FOR SPRINKLER LINES WHERE 1 PINS (2) REQUIRED. ALL PIPES ARE TO RUN CONCEALED. E�INE ATOR `. ��. 1MACROOM 1------- ----- `, 1 -- ----- --- ------------- -�--------------------------- -P+--------------------------- -«-------------%III I f B2I DEFLECTOR IN 1-0DEFLECTOR ll �J DROPPED PO�T10N 10. NEW SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM WITH REQUIRED 11 , , 111 , RETAINER HATH TAMPER SWITCH AND WATER FLOW SWITCH. 11.4..--__...._---- —�k.--_ 1-4_ 1 4 1 4 1 4 1 4 1 4 1 4 1 4 � _ i _ R_1-1-4-- 114 THREAD DIMPLES 10-0 2-612 `2 3-10 0 ,-.,3-0 11-0 8-51Z// —712 -4 5-012 X1_51 IK I N 11. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 400 IN ALL AREAS OF WET 1 -6cm 11, PIPING. `- -- ------ - ------ - `a �;\ i 181 ---- - -- - -- - - -- - - -- COVER PLATE ' 12. IF PROPERTY HAS A FIRE PUMP THE OWNER MUST PROVIDED A GENERATOR. 256.0 1 CONCEALED SPRINKLER 13. FIBERGLASS INSULATION MUST BE INSTALLATION ABOVE THE PIPE IN ATTIC SPACE WITH ASSEMBLY PROPER VENTILATION I I M°ECHANICAL MECHANICAL I 1 1 14. IF ANTIFREEZE IS REQUIRED THE PLUMBER SHALL INSTALL A REDUCED PRESSURE 304 ;�— ZONE (RPZ). IF RPZ IS NOT INSTALLED SENTRY FIRE AUTOMATIC PROTECTION SHALL INSTALL A 1 1 BOOSTER PUMP. I 5-612 6-512 15. IF THE FIRE SPRINKLER SYSTEM IS CONNECTED TO A WELL, IT MUST HAVE A RPZ AND MUST BE 1 I I --- 1 ----------------------------- i CONNECTED TO AN GENERATOR I I I FI I Lu ___ -_ ----- ------------- � � 1 1 , THIRD FLOOR FIRE SPRINKLER PLAN ' -- 1 , v SCALE: 3/16" = 1'-0" � 1 1 , 1 , THIRD FLOOR 1 1 I 1 El lal UNLESS NOTED OTHERWISE 1 , CEILING ELEVATION: 31 '-0" ' MAIN PIPE ELEVATION: 31 '-4" BRANCH PIPE ELEVATION: 31 '-4" ' ELEVATION FROM JOB REF: --- 1 i 1 1 1 1 1 � 1 I 1 I I 1 1 1 I 1 1 1 1 1 I 1 1 i I I 1 1 1 1 _ 1 I 1 I I 1 1 i L J 1 1 1 I I 1 1 I i 1 I I I 1 I FIRE SPRINKLER HEAD LEGEND 1 1 SYM CNT 1POSITION IFINISH ITEIMP I K JNPT ISIN IlMFG. MODEL 1 1 © 110 PEND WHITE 165 1 4.90 11/2" 1 RA0616 I RASCO RFC 49 1 1 1 1 ® = PIPE DROP i 1 I I I 1 0 = PIPE RISER r 1 I 1 1 RPZ = REDUCED PRESSURE ZONE 1 1 1 1 1 , ' EE Alt INA, 4 . F` 6£34 F.M. STAMPING AREA W CAGNAZZI RESIDENCE SENTRY SENTRY 0 12700 NEW SUFFOLK AVE AUTOMATIC FIRE CL CUTCHOGUE, NY 11935 PROTECTION INC. u' THIRD FLOOR 735 FLANDERS RD FLANDERS, NY 11901 F= FIRE SPRINKLER PLAN PH#(631 )723-3095 NO. REVISIONS DATE BY FILE 12700 new suffolk SCALE ave cutochogue.dwg AS NOTED DRAWN CHEKED PROJECT # BY IRF BY Rid S21.2644 DATE 3/4/21 DWG. # 'W - 4 SPRINKLER NOTES 1. SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH NFPA 13D 2016. 2. ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE OMITTED IN ACCORDANCE WITH NFPA 13D 2016 SECTION 8.3.5 PREFER. )Zi 3. SPRINKLER HEADS SHALL CLEAR LIGHTING FIXTURES, BEAMS, ETC. SIDEWALL PIPEIN HEADS SHALL BE POSITIONED SO THAT DEFLECTORS ARE MIN. 4" AND MAX. 6" FROM WALL CEILING. V TEST VA. IN ACCESSME LOCATION 4. ALL PIPING SHALL BE STANDARD WEIGHT STEEL, COPPER OR CPVC. 5, CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL PIPING INCLUDING DROPS, ELL W/O"OSM RMSTANT IF NECESSARY TO ATTAIN CLEARANCES AT NO ADDITIONAL COST. OUTLET EQUAL TO A SMN — % 6. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY REQUIREMENTS WITH REGARD TO MATERIAL, MIN. COVERAGE, INSTALLATION WET PIPE INSPECTORS TEST REQUIREMENTS ETC. 7. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY APPROVALS FROM LOCAL WATER AUTHORITIES HAVING JURISDICTION. SUPPORT CUP BULB 8. CONTRACTOR SHALL FILE FOR FIRE LINE TAP WITH LOCAL WATER COMPANY. WITH THREADS GUIDE CEILING 9. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS FOR SPRINKLER LINES WHERE PINS (2) REQUIRED. ALL PIPES ARE TO RUN CONCEALED. DEFLECTOR JL=DROPPED ON InoN 10. NEW SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM WITH REQUIRED ; RETAINER WITH TAMPER SWITCH AND WATER FLOW SWITCH. THREAD DIMPLES 11. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 400 IN ALL AREAS OF WET PIPING. COVER PLATE 114 CRAWL SPACE J-1 \ / ,�, Fl-14 12. IF PROPERTY HAS A FIRE PUMP THE OWNER MUST PROVIDED A GENERATOR. 1'4 cELR 114 14 ' CONCEALED SPRINKLER 13. FIBERGLASS INSULATION MUST BE INSTALLATIONI ABOVE THE PIPE IN ATTIC SPACE WITH 5-712 \8-412 — —10 2 ASSEMBLY PROPER VENTILATION ® c ® / 14. IF ANTIFREEZE IS REQUIRED THE PLUMBER SHALL INSTALL A REDUCED PRESSURE ZONE (RPZ). IF RPZ IS NOT INSTALLED SENTRY FIRE AUTOMATIC PROTECTION SHALL INSTALL A ' BOOSTER PUMP. i 6-6 ' 15. IF THE FIRE SPRINKLER SYSTEM IS CONNECTED TO A WELL, IT MUST HAVE A RPZ AND MUST BE CONNECTED TO AN GENERATOR `\ 1 T 4 114 1-0 BASEMENT FIRE SPRINKLER PLAN ' LAB ON GRADE O SCALE: 3/16" = 1�-0" SLAB ON GRADE F RSTSFL R ER 10 UP ' S � BASEMENT , I UNLESS NOTED OTHERWISE ' CEILING ELEVATION: —2'-0" MAIN PIPE ELEVATION: —1 '-8" BRANCH PIPE ELEVATION: ELEVATION FROM JOB REF: FIRE SPRINKLER HEAD LEGEND SLAB ON GRADE SYM CNT 1POSITION IFINISH ITEMP I K JNPT SIN IMFG. MODEL# I — ®Q 110 PENDWHITE 165 4.90 11/2" RA0616 RASCO RFC 49 {� C) = PIPE DROP ' !s ,f' 2 2 "ll 0 = PIPE RISER r (. RPZ = REDUCED PRESSURE ZONE c, VVV3. C041-11'. SSIflNP�. . F.M. STAMPING AREA w CAGNAZZI RESIDENCE SENTRY SENTRY 0 12700 NEW SUFFOLK AVE AUTOMATIC FIRE CL. CUTCHOGUE, NY 11935 PROTECTION INC. uj ��� 735 FLANDERS RD BASEMENT 9cF�REPR FLANDERS, NY 11901 FIRE SPRINKLER PLAN PH#(631 )723-3095 NO. REVISIONS DATE BY FILE 12700 new suffolk SCALE ave cutochogue.dwg AS NOTED DRAWN ' EKED PROJECT # B`r( RF BY RM S21.2644 DATE 3/4/21 DWG. # SP - l SPRINKLER NOTES 1. SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH NEPA 13D 2016. --- — — —---------1--u---------- - — — --- — — — — o — — — — — — — — — — � o — — _——=r CELECM�MTCAR EATERS --=----------- 2. ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE OMITTED IN ACCORDANCE n _� WITH NFPA 13D 2016 SECTION 8.3.5 -`---------------------------- ---�- I ------------------ I BRANCH UNE 3. SPRINKLER HEADS SHALL CLEAR LIGHTING FIXTURES, BEAMS, ETC. SIDEWALL II I I I I I I I III II ; II III wPE HEADS SHALL BE POSITIONED SO THAT DEFLECTORS ARE MIN. 4" AND MAX. 6" FROM I I CEILING. i I I I II I -- --- —� C-------- I I III IN C- TI ' - — —� I I TEST VA.ACCESSIBLE LocAnaH 4. ALL PIPING SHALL BE STANDARD WEIGHT STEEL, COPPER OR CPVC. I I i t I I i t IIIA j66 — — — - — — — — — — — — — — ( I ISI I) II CI 5. CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL PIPING INCLUDING DROPS, 'F TI 71 7 - OL W/CORR Qt)ALION RESISTANT IF NECESSARY TO ATTAIN CLEARANCES AT NO ADDITIONAL COST. OtJTLETpn — — — — — — 6. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY ( ( I I I I I I I I I I REQUIREMENTS WITH REGARD TO MATERIAL, MIN. COVERAGE, INSTALLATION I I 11 III WET PIPE INSPECTORS TEST REQUIREMENTS ETC. pill 1 11 11 11 11 11 I I I I I i t I I I I I - - — — — — — SCREENED POR ------__-� i I IIS I� III 7. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY APPROVALS FROM { I I I I I I I I „ LOCAL WATER AUTHORITIES HAVING JURISDICTION. II c' II II II o ii I I III II I , I SUPPORT CUP BULB 8. CONTRACTOR SHALL FILE FOR FIRE UNE TAP WITH LOCAL WATER COMPANY. o I I 107 N I I I I I I Dos ING I WITH THREADS ' GUIDE CEILING on __________________ ________ 9. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS FOR SPRINKLER LINES WHERE I o I I I I I I I I I I I I � � � - - PINS (2) REQUIRED. ALL PIPES ARE TO RUN CONCEALED. I I n I I I I I I i t I I I I WC � t DEFLECTOR IN C ANGING 116 , , DEFLECTOR i _ DROPPED POSITION 10. NEW SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM WITH REQUIRED ' F7 NE ROOM RETAINER WITH TAMPER SWITCH AND WATER FLOW SWITCH. FAMILY ROOM I I I I `� lz 1 11 a ' o o THREAD DIMPLES 105 VESTIBULE o �' 1 1 I 0-4 1-112 s i R 11. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 400 IN ALL AREAS OF WET N N 104 �, I I I I I I I I I I I I I -612 - - — X12 I N , • PIPING. 114 1� 114 14 114 114 114 114 11 — �4 — — 4 1 1 4 1 114 114 114 9-612 2-512 0 8-812 1- -m2--- 2-6-1x — — — 1 12-- — — — — 1 - 1-4 13-612 -6 0 912 4-11 1-1 3-312 3- 4- ' - COVER PLATE I — — — — — — — — — — — — — — _____ BUTLR'S 1 2_2 12. IF PROPERTY HAS A FIRE PUMP THE OWNER MUST PROVIDED A GENERATOR. i I ao - -- - ------ ELEVATOR -- - ► I PANTRY 11 2 N ELEVATOR I __ STAIR HALL vYY 110 �- �, CONCEALED SPRINKLER 13. FIBERGLASS INSULATION MUST BE INSTALLATION ABOVE THE PIPE IN ATTIC SPACE WITH - 106 N N I ^ I CHANGING ASSEMBLY r I I _ __ arENTOneovE PROPER VENTILATION o i I I 3 14. IF ANTIFREEZE IS REQUIRED THE PLUMBER SHALL INSTALL A REDUCED PRESSURE POWDER i : 1 :r I;R]$ER TO ZONE (RPZ). IF RPZ 1S NOT INSTALLED SENTRY FIRE AUTOMATIC PROTECTION SHALL INSTALL A I. 1 0 2 I `fl 103 , i u �SE�O�D,,FLOOR I i - d N BOOSTER PUMP. ENTRY Ic — — — — — — — J_ I �T- N - -'-_- �`-=- J� � 1 15. IF THE FIRE SPRINKLER SYSTEM IS CONNECTED TO A WELL, IT MUST HAVE A RPZ AND MUST BE d = IQTCHEN cc LAUNDRY 0 ( i PANTRY / 114 CONNECTED TO AN GENERATOR 109 ----------------^----------------------------------------------------- / 1 �� I 111 1 1 (�— -- -512 J-112 CLOSET 4-212 - MUDROOM oo — 1102 - - ------------------------------------ ---- - - -- ----- --- I I �4" DROP 70 I OOI FIRST FLOOR FIRE SPRINKLER PLAN BASEMENT Up ' E O SCALE: 3/16"= 1'-0" I I , I I i , \ DN I __._... FIRST FLOOR I -- ----------- UNLESS NOTED OTHERWISE - ------- -- -------- -------- - I CEILING ELEVATION: 11 '-0" ' --------------- MAIN PIPE ELEVATION: 11 '-4" BRANCH PIPE ELEVATION: 11 '-4" ELEVATION FROM JOB REF: FIRE SPRINKLER HEAD LEGEND SYM JCNT POSITION IFINISH TEMP K NPT SIN MFG. MODEL# GARAGE QQ 110 PEND WHITE 165 4.90 1/2" RA0616 RASCO RFC 49 118 C) = PIPE DROP 0 = PIPE RISER RPZ = REDUCED PRESSURE ZONE ------------- I I' , ESSI���' F.M. STAMPING AMA ` w CAGNAZZI RESIDENCE SENTRY SENTRY 0 12700 NEW SUFFOLK AVE AUTOMATIC FIRE CUTCHOGUE, NY 11935c I PROTECTION INC. o w FIRST FLOOR9� 735 FLANDERS RD FLANDERS, NY 11901 FIRE SPRINKLER PLAN PH#(631 )723-3095 NO. REVISIONS DATE BY FILE 12700 new suffolk SCALE ave cutochogue.dwg AS NOTED DRAWN CHEKED PROJECT # BY RF BY RM S21.2644 DATE 3/4/21 DWG. # SP - 2 .i SPRINKLER NOTES - 1.SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH NFPA 13D 2016. 2.ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE OMITTED IN ACCORDANCE WITH NFPA 13D 2016 SECTION 8.3.5 s 3.SPRINKLER HEADS SHALL CLEAR LIGHTING FIXTURES,BEAMS,ETC.SIDEWALL xx rod HEADS SHALL BE POSITIONED SO THAT DEFLECTORS ARE MIN.4"AND MAX.6"FROM CEILING. _--- .cask zou - -- - _ 4.ALL PIPING SHALL BE STANDARD WEIGHT STEEL,COPPER OR CPVC. 5. CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL PIPING INCLUDING DROPS, ---- — IF NECESSARY TO ATTAIN CLEARANCES AT NO ADDITIONAL COST. 6.NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY 00 REQUIREMENTS WITH REGARD TO MATERIAL,MIN.COVERAGE,INSTALLATION _ ! j WET PIPE INSPECTORS TEST REQUIREMENTS ETC. ------------------- r- -------------- --------256D) 1 7.NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY APPROVALS FROM —7-11:_____n-__.-------------------------------------------------------------------- LOCAL WATER AUTHORITIES HAVING JURISDICTION. E'j I O mI:T,E--S eme 8.CONTRACTOR SHALL FILE FOR FIRE LINE TAP WITH LOCAL WATER COMPANY. T COLING 9.GENERAL CONTRACTOR SHALL PROVIDE SOFFITS FOR SPRINKLER LINES WHERE u�.r>a ' REQUIRED.ALL PIPES ARE TO RUN CONCEALED. IN ------------------------i------ ---- j82 �� a+�� 10 NEW SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM WITH REQUIRED -- -----^'--1--------- y ozne 1-D ; TAMPER SWITCH AND WATER FLOW SWITCH. ., .+ 11-4 1, __--------]s. -1. 1 . 11. 1 a 1�. 1r4 1L P. - '4 14 f ' e wncw Nxus 11 PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 40 IN ALL AREAS OF WET I�xEruxsn Wrx 10-0 2-61z .'�� 2' 31 4-D ,1-0 11-0 8-51z -7�: a-� 5-0Iz 1-51 PE 1 ) (A2 " — PIPING. _- C0'a'^Arc 12.IF PROPERTY HAS A FIRE PUMP THE OWNER MUST PROVIDED A GENERATOR. 256.0 1 CONCEALED SPRINKLER 13.FIBERGLASS INSULATION MUST BE INSTALLATION ABOVE THE PIPE IN ATTIC SPACE WITH ASSEMBLY PROPER VENTILATION MEO I O 1 � 14.IF ANTIFREEZE IS REQUIRED THE PLUMBER SHALL INSTALL A REDUCED PRESSURE M�cN 3 1 e O ZONE(RPZ).IF RPZ IS NOT INSTALLED SENTRY FIRE AUTOMATIC PROTECTION SHALL INSTALL A ......._ BOOSTER PUMP. 1 1 IS CONNECTED TO A WE MUST HAVE A RPZ AND MUST BE ----- -- - - IF THE FIRE SPRINKLER SYSTEM , 5-6h 6-SI: CONNECTED TO ANGENERATOR WELL,IT 1 r '-------------------------- - s i OTHIRD FLOOR FIRE SPRINKLER PLAN - SCALE:3/16'=1'-0" o N THIRD FLTa OOR UNLESS NOTED OTHERWISE CEILING ELEVATION: 31'-0" MAIN PIPE ELEVATION: 31'-4" BRANCH PIPE ELEVATION: 31'-4" ELEVATION FROM JOB REF: TO SYSTEM FIRE SPRINKLER HEAD LEGEND SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL 0 110 PEND WHITE 165 490 1/2" RA0616 RASCO RFC 49 NOTE: =PIPE DROP THIS SYSTEM WILL BE AN Q=PIPE RISER ANTIFREEZE SYSTEM TYCO RISER MANIFOLD W/ (1)FLOW STCH DRAIN AND TEST RPZ REDUCED PRESSURE ZONE (2) WI = (3)PRESSURE GAUGE (4)SIGNS ON BODY 2-BUTTERBALL VA.W/TAMPER SW. I TEST COCKS VALKINS 375XL REDUCED PRESSURE SUPPORT ASSEMBLY W/BALL I VALVES (LEAD FREE) - -DRAIN W/FT SCREEN F.M.STAMPING AREA w TOP CAGNAZZI RESIDENCE SENTRY SENTRY MECH, 0 12700 NEW SUFFOLK AVE � AUTOMATIC FIRE ROOM o a CUTCHOGUE, NY 11935 PROTECTION INC. WATER SERWCE By w % C 735 FLANDERS RD OTHERS,TO COMPLY WITH J THIRD FLOOR , E FLANDERS, NY t 1901 THE LOCAL WATERPH#(631)723-3095 DISTRICT REQUIREMENT FIRE SPRINKLER PLAN -- NO. REVISIONS DATE BY FILE 12700 new suffolk SCALE ave cutochogue.dwg AS NOTED TYPICAL RISER SECTION DRAWN CHEKED PROJECT # SCALE. NTS BY RF�/21 RM 521 2644 DATE DWG. # SP-4 SPRINKLER NOTES 1. SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH NFPA 13D 2016. --1 r-n r-� r- I I 1 1 1 1 1 1 2. ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE OMITTED IN ACCORDANCE WITH NFPA 13D 2016 SECTION 8.3.5 1 1 I I 1 1 1 1 1rL--- _�_�___-__ _-.__J.L________________ _ _J 1 L_ L-J L_ _J _ _ LI,J L_J 'J PREFER. ANCH LINE PIPE 3. SPRINKLER HEADS SHALL CLEAR LIGHTING FIXTURES, BEAMS, ETC. SIDEWALL wAiIN HEADS SHALL BE POSITIONED SO THAT DEFLECTORS ARE MIN. 4" AND MAX. 6" FROM CEILING. 1I 1I II 1 1 1' TEST VA. IN \ i i ACCESSIBLE LOCATION 4. ALL PIPING SHALL BE STANDARD WEIGHT STEEL, COPPER OR CPVC. 11 -- - 11 I1 0 0 ® o ® ® 5. CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL PIPING INCLUDING DROPS, 1 o ELL w/caRRo9014 RESISTANT IF NECESSARY TO ATTAIN CLEARANCES AT NO ADDITIONAL COST. r~' OUTLET EQUAL TO A SPRIN 1 '11 L!'.1 - 6. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY _ _ _ _ _ REQUIREMENTS WITH REGARD TO MATERIAL, MIN. COVERAGE, INSTALLATION WET PIPE INSPECTORS TEST REQUIREMENTS ETC. 1 11 L✓n " 1 1 MASTER BEDROOM r� ~ '' F204 11 7. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY APPROVALS FROM �— C=) C)C)C14BEDROOM BEDROOM ii 209 212 LOCAL WATER AUTHORITIES HAVING JURISDICTION. 1I 11 1 -- — — — — — — — — COMMON ROOM SUPPORT CUPIL�� 8. CONTRACTOR SHALL FILE FOR FIRE LINE TAP WITH LOCAL WATER COMPANY. 4 zO2 —1 " rrl, 1'NTH THREADS '`I L 9. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS FOR SPRINKLER LINES WHERE ' BAT T}1 - - - I l__ _-, GUIDECEILING ' -- -_- 21Q 213 ; PINS (2) REQUIRED. ALL PIPES ARE TO RUN CONCEALED. -- --------- , " „- N DEFLECTOR IN .I r � � BULE VESTI L 1 ' DEFLECTOR 1 6 _DROPPED POSITION 10. NEW SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM WITH REQUIRED — --------- 211 1 o a- ____________________________ '� - ; ; 1 1�aETA1NEa WITH TAMPER SWITCH AND WATER FLOW SWITCH. M I I ' THREAD DIMPLES 00 203 ---------- - - - - - --------- a— r- t� 1 I ' O " 1 1 1 ' ' 11. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 400 IN ALL AREAS OF WET 1 4 � 1_212 I Hos L 1-2 ca � i 0_912 , " 1-2 2 PIPING. ' 114 4 114 114 114 114 4 114 114 11 �' 114 114 114 14 114 114 114 114 114 114 1 1 114 114 14 2-912 8 ` 1-7 �1-8 12 u 3-412 2-212 6-4 N 4-1 1-71-31 D 4-2 " -11 -7 1 " 5-8 1-21 ; ; COVER PLATE 12. IF PROPERTY HAS A FIRE PUMP THE OWNER MUST PROVIDED A GENERATOR 1 , MASTER BATH _----____ N --- ---------------------------------*" -- -------------------- - --- - a — — 1 " — , I 1 zos 1 ______' ' 0-6 2 1 _ o LINEN I r- 1 1 4co ELEVATOR I '4 p_ ___ ____ _____ _____ ____ M 1-1 CLOSET ' CONCEALED SPRINKLER 13. FIBERGLASS INSULATION MUST BE INSTALLATION ABOVE THE PIPE IN ATTIC SPACE WITH 1 I N ^ , —712 ; r7 ; STAIR HALL L� I-- _- r- 7 � ^ � � ASSEMBLY I -- - -- ----, zolco PROPER VENTILATION i' 00 LINEN °O- --- OPEN TOSEIOW I 112 BEDROOM ' RISER b ; :00— -------------- 14. IF ANTIFREEZE IS REQUIRED THE PLUMBER SHALL INSTALL A REDUCED PRESSURE , I ' ? " _2 ZONE (RPZ). IF RPZ IS NOT INSTALLED SENTRY FIRE AUTOMATIC PROTECTION SHALL INSTALL A ' i " DROP TO a, BEDROOM °° ' " ; ; BOOSTER PUMP. o 0 1 " I ! R >� _ F ST FLOOR BATH o0 ------ - --- ----- -- ------ - 219I L 1 U-) 15. IF THE FIRE SPRINKLER SYSTEM IS CONNECTED TO A WELL, IT MUST HAVE A RPZ AND MUST BE TO AN GENERATOR ------------=---_----_----_ 1_712 ' -------------------------- BATH cLosEr ---------- -1� — — I 1 — HER CLOSET HIS CLOSET 1 6 I — — / 13— 1 / I E.! I I I S BACK STAIR 'R 221 SECOND FLOOR FIRE SPRINKLER PLAN 0 " _ , " o _ .1 SCALE: 3/16 — 1 -0 'I � 9 DN 1 I 1 1 1 I SECOND FLOOR 1 UNLESS NOTED OTHERWISE 1 CEILING ELEVATION: 23'-0" 1 1 MAIN PIPE ELEVATION: 23'-4" 6-8 7-012 BRANCH PIPE ELEVATION: 23'-4" ---- ELEVATION FROM JOB REF: Ico -� 1 1 6-8 7-012 ------------ I FIRE SPRINKLER HEAD LEGEND SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODELQ 1 1 Q 110 PEND WHITE 165 4.90 1/2" RA0616 RASCO RFC 49 4-10 4-10 C) = PIPE DROP I " r = PIPE RISERcn '- r RPZ = REDUCED PRESSURE ZONE I 6-8 7-012 BUNK ROOM l F.M. STAMPING AREA W CAGNAZZI RESIDENCE UE SENTRY 0 12700 NEW SUFFOLK AVE AUTOMATIC FIRE ry CUTCHOGUE, NY 11935 5 PROTECTION INC. o W SECOND FLOOR9� 735 FLANDERS RD FLANDERS, NY 11901 FIRE SPRINKLER PLAN PH#(631 )723-3095 NO. REVISIONS DATE BY FILE 12700 new suffolk SCALE ave cutochogue.dwg AS NOTED DRAWN CHEKED PROJECT # BY RF BY RAJ S21.2644 DATE 3/4/21 DWG. # Sp _ 3 SPRINKLER NOTES a� 1. SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH NFPA 13D 2016. '— 2. ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE OMITTED IN ACCORDANCE WITH NFPA 13D 2016 SECTION 8.3.5 PRM. LINE SPE 3. SPRINKLER HEADS SHALL CLEAR LIGHTING FIXTURES, BEAMS, ETC. SIDEWALL IN HEADS SHALL BE POSITIONED SO THAT DEFLECTORS ARE MIN. 4" AND MAX. 6" FROM WALL CEILING. 1' TEST VA. IN ACCESSIBLE LOCATION 4. ALL PIPING SHALL BE STANDARD WEIGHT STEEL, COPPER OR CPVC. 5. CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL PIPING INCLUDING DROPS, E71 w�CORR0610N RESISTANT IF NECESSARY TO ATTAIN CLEARANCES AT NO ADDITIONAL COST. ANE=TOA SPRIN • - 6. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY REQUIREMENTS WITH REGARD TO MATERIAL, MIN. COVERAGE, INSTALLATION WET PIPE INSPECTORS TEST REQUIREMENTS ETC. 7. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY APPROVALS FROM ® ® ® ® LOCAL WATER AUTHORITIES HAVING JURISDICTION. SUPPORT CUP BULB 8. CONTRACTOR SHALL FILE FOR FIRE LINE TAP WITH LOCAL WATER COMPANY. WITH THREADS GUIDE CEILING 9, GENERAL CONTRACTOR SHALL PROVIDE SOFFITS FOR SPRINKLER LINES WHERE PINS (2) REQUIRED. ALL PIPES ARE TO RUN CONCEALED. oRO�PPED PoslnoN \ DEFUCTOR , —JL 10. NEW SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM WITH REQUIRED ® \ I I� WTH R� DIMPLES TAMPER SWITCH AND WATER FLOW SWITCH. / o 0 11. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 400 IN ALL AREAS OF WET '\ PIPING. N ` / W 1 - ® ®CRAWL SPACE ® ® � `\ /'' r 1-112 COVER PLATE 12. IF PROPERTY HAS A FIRE PUMP THE OWNER MUST PROVIDED A GENERATOR. 114 CE R 11 4 14 11 CONCEALED SPRINKLER 13. FIBERGLASS INSULATION MUST BE INSTALLATION ABOVE THE PIPE IN ATTIC SPACE WITH 5-712 /- \8-412 - -10 2 ASSEMBLY PROPER VENTILATION ® c ® 14. IF ANTIFREEZE IS REQUIRED THE PLUMBER SHALL INSTALL A REDUCED PRESSURE ZONE (RPZ). IF RPZ IS NOT INSTALLED SENTRY FIRE AUTOMATIC PROTECTION SHALL INSTALL A BOOSTER PUMP. ` O . 6-g I 15. IF THE FIRE SPRINKLER SYSTEM IS CONNECTED TO A WELL, IT MUST HAVE A RPZ AND MUST BE `D CONNECTED TO AN GENERATOR \ 114 114 1-0 S O BASEMENT FIRE SPRINKLER PLAN 14" RISER O UP O N SLAB ON GRADE E SCALE: 3/16" = V-0" SLAB ON GRADE FIRST FL R BASEMENT i III . I . 0 ol UNLESS NOTED OTHERWISE I „ CEILING ELEVATION: —2'-0" • MAIN PIPE ELEVATION: —1 '-8" BRANCH PIPE ELEVATION: —1 '-8" ELEVATION FROM JOB REF: D OCT 2 9 2021 DDD ' BUILDING DEPT TOWN OF SOUTHOLD FIRE SPRINKLER HEAD LEGEND SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL# SLAB ON GRADE QQ 114 PEND WHITE 165 4.90 11/2" RA0616 IRASCO RFC 49 = PIPE DROP 0 = PIPE RISER RPZ = REDUCED PRESSURE ZONE F.M. STAMPING AREA ' W CAGNAZZI RESIDENCE SENTRY SENTRY 0 12700 NEW SUFFOLK AVE AUTOMATIC FIRE Of CUTCHOGUE, NY 11935 PROTECTION INC. o2 J BASEMENT ��r'°~ 735 FLANDERS RD EPR FLANDERS, NY 11901 F- FIRE SPRINKLER PLAN PH#(631 )723-3095 NO. REVISIONS DATE BY FILE 12700 new Suffolk SCALE acre cutochogue.dwg AS NOTED DRAWN CHEKED PROJECT # BY RF BY RM S21.2644 DATE 3/4/21 DWS' # �p — 1 SPRINKLER NOTES 1. SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH NFPA 13D 2016. —_—_ _ _— __ — -- — ----- — — — — --------------------— — ELECTitICINFRAR eA Rs -- STORAGE AND SPRINKLERS ARE OMITTED IN ACCORDANCE 2 ATTIC IS NOT TO BE USED FOR _ ___ _ _ _ _ _ __ _ WITH NFPA 13D 2016 SECTION 8.3.5 - -------------------------------- PREFER. FROM RElt1OTE -`---------------------------------�- '' I BRANOi LINE 3. SPRINKLER HEADS SHALL CLEAR LIGHTING FIXTURES, BEAMS, ETC. SIDEWALL w� HEADS SHALL BE POSITIONED SO THAT DEFLECTORS ARE MIN. 4" AND MAX. 6" FROM CEILING. I* TEST VA. IN I alx�ESSIeLE LocanoN J # I I I I I I I� II II yl 4. ALL PIPING SHALL BE STANDARD WEIGHT STEEL, COPPER OR CPVC. ( I� GI 5. CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL PIPING INCLUDING DROPS, :'`> — — — — — — — — — — Eu w�caRROSIaN RESISTANT IF NECESSARY TO ATTAIN CLEARANCES AT NO ADDITIONAL COST. -- -T( ( c - %'' I °n OUTLET ECUAL TOA SPPo Y - � •. — _ _ _ _ _ _ _ _ _ — - - 6. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY `';' J I p I I p I I p I I p I I p IIp I L' •J ; I REQUIREMENTS WITH REGARD TO MATERIAL, MIN. COVERAGE, INSTALLATION I I o -�- o I I i II �I WET PIPE INSPECTORS TEST REQUIREMENTS ETC. o I I I I I I I I I I o 1CREENED PORC 7. NO WORK SHALL COMMENCE PRIOR T 1-7 R OR O OBTAINING ALL NECESSARY APPROVALS FROM p I I p I I I I I ( ; II $I LOCAL WATER AUTHORITIES HAVING JURISDICTION. I � -�- �" II N II o II o II II I I I . N N , SUPPORT CUP BULB 8. CONTRACTOR SHALL FILE FOR FIRE LINE TAP WITH LOCAL WATER COMPANY. -011 11 io" I I 1 I I p 1 -¢- 0 °0B G ° WITH THREADS ❑ GUIDE couNc 9. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS FOR SPRINKLER LINES WHERE - - PINS (2) I 11 I I I I p I I o I I I I I - REQUIRED. ALL PIPES ARE TO RUN CONCEALED. L — ( WC :C(-IANGING DEFLECTOR IN L____ — — — — — — — ® ® ® Q 16 ; ; DROPPED POSITION I I — — — — — — ` DEFLECTOR �_L= 10. NEW SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM WITH REQUIRED 0 0 ^0 0 0 NE ROOM =`; I I RETAINER WITH TAMPER SWITCH AND WATER FLOW SWITCH. - I I 11 I I .- I I llz 1 t 4 !J,-' FAMILY ROOM VESTIBULE o I I I I � � vM 1 1 I o O ( N I ® ®® 9 R o c TTHREAD DIMPLES o 'i 'i E �, I I o I I I I p I I p I I IIp I _ i_ _ _ _ i_ ® b-112 i 11. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 40 IN ALL AREAS OF WET �' O 114 O N 114 1 4 1 I 4 1 1 4 1 I 114 1?4 — 11 4 — — — 1 4 1 I 1 a 1 I 114 11 4 114 i s PIPING. �. 9-fi1�, 11-212 1- -01�- 2-S41 — — — 154 2— — — — — 1 - 91s 1- 9-0 1- p„ -7 p 0-912 4 1 - 3-312 3- 41 - COVER PLACE BL14R'S I ® 1 2-2 12. IF PROPERTY HAS A FIRE PUMP THE OWNER MUST PROVIDED A GENERATOR. p ? I CLOSET N - --y } { I PANTRY N 1-012 % N llo ®® p ,n CONCEALED SPRINKLER - - I - Y. 1. I 13. FIBERGLASS INSULATION MUST BE INSTALLATION ABOVE THE PIPE IN ATTIC SPACE WITH STAIR HALL o I j ELEVATM I fli 0 o _- _ _____ OPENWABOVE _ u�_a_ _ — — — — — o I ' 115 PROPER VENTILATION O O .- I I CHANGING � ASSEMBLY w p I s1p ' o o I —O I 3 14. IF ANTIFREEZE IS REQUIRED THE PLUMBER SHALL INSTALL A REDUCED PRESSURE o POWDER p 0 I ' a "I�IJER TO - - p I I p 2 o N -� ZONE (RPZ). IF RPZ IS NOT INSTALLED SENTRY FIRE AUTOMATIC PROTECTION SHALL INSTALL A los I I h �SEO,DI BOOSTER PUMP. 0 o O II p ENTRY p I k y 6 x — — — — — — — — — — — — I 101 — — — -.r — — — — — -� r• ' ------- ------------------------ --,----• 0 0 4 •- I IaTCHEN I LAUNDRY 15. IF THE FIRE SPRINKLER SYSTEM IS CONNECTED TO A WELL, IT MUST HAVE A RPZ AND MUST BE p 0 ( 0 Y 114 CONNECTED TO AN GENERATOR � � 109 r• i i ------------------------------------------------------------------------ ; 111 1 1 1 1 o -5 2 �1 2 CLOSET 4-212 O O O -1�p / M ROOM 3 0 4DROP FIRST FLOOR FIRE SPRINKLER PLAN � ' "BASEEMENOTUP ' ' OC �� i� v SCALE: 3/16 = 1 -0 0 4 4 I j i 1j DN FIRST FLOOR 4 14 44 ---- ------- UNLESS NOTED OTHERWISE -- CEILING ELEVATION: 11 '-0" 4 - -- - - --- J MAIN PIPE ELEVATION: 11 '-4" BRANCH PIPE ELEVATION: 11 '-4" LEI ELEVATION FROM JOB REF: o FIRE SPRINKLER HEAD LEGEND SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL 0 GARAGE © 114 PEND WHITE 165 4.90 1/2" RA0616 RASCO RFC 49 lls C) = PIPE DROP Q = PIPE RISER RPZ = REDUCED PRESSURE ZONE o 0..4 ----------, r----------- ; F.M. STAMPING AREA '- W CAGNAZZI RESIDENCE SENTRY SENTRY 0 12700 NEW SUFFOLK AVE AUTOMATIC FIRE fr CUTCHOGUE, NY 11935 PROTECTION INC. 91' �.. . 735 FLANDERS RD FIRST FLOOR `� p �'` FLANDERS, NY 11901 FIRE SPRINKLER PLAN PH#(631 )723-3095 NO. REVISIONS DATE BY FILE 12700 new suffolk SCALE ave cutochogue.dwg AS NOTED DRAWN CHEKED PROJECT # BY RF BY RM S21.2644 DATE 3/4/21 DWG. # (�P _ - - SPRINKLER NOTES j 1. SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH NFPA 13D 2016. 2. ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE OMITTED IN ACCORDANCE N: \ \ _ ] [_ WITH NFPA 13D 2016 SECTION 8.3.5 L\J,I '/1/ I r -1._____________ —_____—j_L_____-----_-_---__ - _1 1 I L_J L J L_J L J -- 'I PREFER. FROM REMOTE BRANCH LINE PIPE---,., 3. SPRINKLER HEADS SHALL CLEAR LIGHTING FIXTURES, BEAMS, ETC. SIDEWALL WAIN LL HEADS SHALL BE POSITIONED SO THAT DEFLECTORS ARE MIN. 4" AND MAX. 6" FROM CEILING. ACCES9BLE LOCAnON i�A ;\ 4. ALL PIPING SHALL BE STANDARD WEIGHT STEEL, COPPER OR CPVC. -& . . . . . . . . . . . ® ® ® 5. CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL PIPING INCLUDING DROPS, j ® ® ;; ELL w/ooRRIXIaN RESISTMT IF NECESSARY TO ATTAIN CLEARANCES AT NO ADDITIONAL COST. O O O p OUM EQUAL M A SPPoN ° 0. 'Q - •> - 6. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY _ _ --oo- _ _ _ _ =°o = 0 z r. ;-' REQUIREMENTS WITH REGARD TO MATERIAL, MIN. COVERAGE, INSTALLATION ' ((`` WET PIPE INSPECTORS TEST REQUIREMENTS ETC. MA�7'ER BEDR�M o ' 1 CIS! Ji p� J I i 204 ,, N c � C `'J ;; 7. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY APPROVALS FROM i ° 1 I BEDROOM BEDROOM 1 ° ° 209 212 " LOCAL WATER AUTHORITIES HAVING JURISDICTION. `,;' J b **o 1 d' 1 = o- _ _ _ _ =°o = ° COMMON ROOM SUPPORT CUP BULB 8. CONTRACTOR SHALL FILE FOR FIRE LINE TAP WITH LOCAL WATER COMPANY. 202—"� N rrr, IMTH THREADS 4L 9. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS FOR SPRINKLER LINES WHERE BAS 'NATH I L-- GUIDE CEIIJNG , - 210 213 - � i PINS (2) ------------- - - 0 2 , , REQUIRED. ALL PIPES ARE TO RUN CONCEALED. --- h Y 4 4 Fo N _ I ; DEFLECTOR IN N N LST -L- N N cl, 2E BULE T3 z 4STI L 0 2 ; DEFLECTOR 1 � IDROPPED POSITION 10. NEW SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM WITH REQUIRED o o ------00- -------------- �___________� ' i ; RETAINER WITH TAMPER SWITCH AND WATER FLOW SWITCH. 0 0 MASTER VESTIBULE , c THREAD DIMPLES 203 —� � i o ' ' \ 1 1 HALL " ° 1-p 1140 114 1-212 206 Nto ; ; 11. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 400 IN ALL AREAS OF WET �, 1-312 0-91z i o 1-2 z o o N - N s PIPING. 114 4 114 14 114 114 4 114 114 114 114 I '4 1T4 114 1 4 �} 114 c� 1140 T4 i i 1i 4— 12 b 6 3-7 Lo 7-5 0— 2 6-4 9 3-712 4-9 —8 '1— 1z 6-1112 1 01 COVER PLATE MASTER BATH -- _ D ,�, 1 Y ; ; 12. IF PROPERTY HAS A FIRE PUMP THE OWNER MUST PROVIDED A GENERATOR. ------------ -----------------------�- -- --------- izos 0 .-' 11 O 1 - - ------------- -- M ----------- i 1_4 M 1 4 LINEN N ' ______-__ _ _ N 1-512 CLOSET '-- = ; ; CONCEALED SPRINKLER 13. FIBERGLASS INSULATION MUST BE INSTALLATION ABOVE THE PIPE IN ATTIC SPACE WITH N ELEVATOR j _ p_ - - STAIR HALL g A O I — �, 201 �, i ` ; ; ASSEMBLY CIO i EN po 112 0 .o °' BEDROOM PROPER VENTILATION RISE -------- - -; 216 717 ------- ----------- --' DFFRi -- - Q ! ; �,, ;:� ; ; 14. IF ANTIFREEZE IS REQUIRED THE PLUMBER SHALL INSTALL A REDUCED PRESSURE 0 0 o I b N'' ° _ 1 ° ZONE (RPZ). IF RPZ IS NOT INSTALLED SENTRY FIRE AUTOMATIC PROTECTION SHALL INSTALL A ,r, ; o & BEDROOM 0 BOOSTER PUMP. t� —14- DROP TO oo p iI - -- = ---- FIRST FLOOR;' �.� BATH ' L� M IS CONNECTED TO A WELL, IT MUST HAVE A RPZ AND MUST BE --_-_ 219 1 15 IF THE FIRE SPRINKLER SYSTEM L k-------—---------—- ----_ ----_------ 1-7 2 -------------------- - - - - CONNECTED TO AN GENERATOR }=-------------------------------------------- BATH -- HER CLOSET HIS CLOS ET2 d b 216 + 4 1 za6 zm p SET 0- ® i ° ' I I ' I I I 1 1 i 1 BACK STAIR ' SECOND FLOOR FIRE SPRINKLER PLAN 221 I ' o 1 E SCALE: 3/16" = 1'-0" y -4 I 1 9; 1 I I r 1 r--i SECOND FLOOR I L_J L_J ---- i UNLESS NOTED OTHERWISE CEILING ELEVATION: 23'-0" 1 1 MAIN PIPE ELEVATION: 23'-4" 13-812 13-812 BRANCH PIPE ELEVATION: 23'-4" - ELEVATION FROM JOB REF: 1 i 1 6-11 6-11 r a, -0 0- FIRE SPRINKLER HEAD LEGEND SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODELt 1 1 Q 114 PEND WHITE 165 4.90 1/2" RA0616 RASCO RFC 49 4-10 4-10 ED ® = PIPE DROP -o o- Q = PIPE RISER \\ •- Q, RPZ = REDUCED PRESSURE ZONE 1 1 6-11 6-11 BUNK ROOM DQ D(31 - - -- E;�''�'� `may•:;'-..+� ', " c . F.M. STAMPING AREA ° Lu CAGNAZZI RESIDENCE SENTRY SENTRY 0 12700 NEW SUFFOLK AVE AUTOMATIC FIRE CUTCHOGUE, NY 11935 a ;, PROTECTION INC. w � 735 FLANDERS RDSECON FLOOR 9,cc � FLANDERS, NY 119 01 FIRE SPRINKLER PLAN �RF PH#(631 )723-3095 NO. REVISIONS DATE BY FILE 12700 new Suffolk SCALE ave cutochogue.dwg AS NOTED DRAWN CHEKED PROJECT # BY RF BY RM S21.2644 DATE 3/4/21 DWG. # (�P — .7i - -- ---------- SPRINKLER NOTES -- ---- 1. SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH NFPA 13D 2016. 2. ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE OMITTED IN ACCORDANCE I _ WITH NFPA 13D 2016 SECTION 8.3.5 -- PRE RAN UNE 3. SPRINKLER HEADS SHALL CLEAR LIGHTING FIXTURES, BEAMS, ETC. SIDEWALL PI IN HEADS SHALL BE POSITIONED SO THAT DEFLECTORS ARE MIN. 4" AND MAX. 6" FROM -- -- ---- - - --- - ---- ------ -- - - --- -- -- -- - -- - - - -- ----- - --- --- -- -- - - - WALL CEILING. --- --- -- --- ---- --- - - -- -- � 1' TEST VA. IN I I ACCESSIBLE LOCATION r- _ _=:_�_�_ 4. ALL PIPING SHALL BE STANDARD WEIGHT STEEL, COPPER OR CPVC. I 1 ' 5. CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL PIPING INCLUDING DROPS, ' -------------- IF NECESSARY TO ATTAIN CLEARANCES AT NO ADDITIONAL COST. I ----------------- f I ai.w aN r�ssrANr OUTLET EQUAL TO A SPRIN 6. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY \ REQUIREMENTS WITH REGARD TO MATERIAL, MIN. COVERAGE, INSTALLATION ____ ___________________-,, WET PIPE INSPECTORS TEST REQUIREMENTS ETC. ' AV CLOSET ` -------- --------- - 1301 1 STORAGE �_ -_-----------256 Q' 1 SII r ------- - 3_ �2______ 40--------------------------------------------------------- 7. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY APPROVALS FROM 1 0 0 0 0 ) LOCAL WATER AUTHORITIES HAVING JURISDICTION. 1 I %- C4 _--- __ - SUPPORT CUP BULB 8. CONTRACTOR SHALL FILE FOR FIRE LINE TAP WITH LOCAL WATER COMPANY. -I ---® ----- ®- -�-- - -® ----------- o',� ------ ®------ --o------------ I I n �I ; __-- -- WITH THREADS ' 0 — PINS ) cEluNc 9, GENERAL CONTRACTOR SHALL PROVIDE SOFFITS FOR SPRINKLER LINES WHERE ELEVATOR MAC INE ROOM N I REQUIRED. ALL PIPES ARE TO RUN CONCEALED. - -------------------- -«------------------------- - ----------------------- - -------------- i B2 } } DEFLECTOR IN DEFLECTOR i �= DROPPED POSITION 10. NEW SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM WITH REQUIRED �L14-- .-_____-�_�,__L 4_' 1 1114 114 M 114 114 1 T 4 M 114 C_ �� _ `? T T RETAINER WITH TAMPER SWITCH AND WATER FLOW SWITCH. -- ^--� -A.-- 1 4 THREAD DIMPLES 10-0 2-612, s_ 5-4 7-6 _Z-6 10-0 8-0 �2-7T2 ; -4 4-3Tz -2 ^ j 11. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 400 IN ALL AREAS OF WET � I ,' I I j A2 , w r h 1 r In I s,� N r i ! i - -- PIPING. �� ----- - 1 - - ------ �- ca �`I \ - -- - -- - - -- - -- - - -------- ��' 256.0 1 PLATE 12. IF PROPERTY HAS A FIRE PUMP THE OWNER MUST PROVIDED A GENERATOR. t CONCEALEDSPRINKLER13. FIBERGLASS INSULATION MUST BE INSTALLATION ABOVE THE PIPE IN ATTIC SPACE WITH LY PROPER VENTILATION I r , ' � I j MECHANICAL I I MECHANICAL 1. 303 14. IF ANTIFREEZE IS REQUIRED THE PLUMBER SHALL INSTALL A REDUCED PRESSURE 3-312 ZONE (RPZ). IF RPZ IS NOT INSTALLED SENTRY FIRE AUTOMATIC PROTECTION SHALL INSTALL A BOOSTER PUMP. 15. IF THE FIRE SPRINKLER SYSTEM IS CONNECTED TO A WELL, IT MUST HAVE A RPZ AND MUST BE - -- I'll - - - -------=-----_------ - CONNECTED TO AN GENERATOR 1- ----- ---- - - I I I - - 14 u ----- -- ----------- I THIRD FLOOR FIRE SPRINKLER PLAN E SCALE: 3/16" = 1'-0" THIRD FLOOR ' UNLESS NOTED OTHERWISE ; CEILING ELEVATION: 31 '-0" MAIN PIPE ELEVATION: 31 '-4" BRANCH PIPE ELEVATION: 31 '-4" ELEVATION FROM JOB REF: -- I TO SYSTEM —� L J FIRE SPRINKLER HEAD LEGEND SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL Q 114 PEND WHITE 165 4.90 1/2" RA0616 RASCO RFC 49 NOTE: THIS SYSTEM = PIPE DROP WILL BE AN ANTIFREEZE SYSTEM TYCO RISER MANIFOLD W/ = PIPE RISER (1) DRAIN AND TEST (2) FLOW SWITCH RPZ = REDUCED PRESSURE ZONE (3) PRESSURE GAUGE (4) SIGNS ON BODY 2" BUTTERBALL VA. W/ TAMPER I ' 0• SW. 1 I ih G TEST COCKS z a o ' ' - WILKINS 375XL REDUCED PRESSURE ASSEMBLY W BALL SUPPORT - - - VALVES -fit.' �'��_.�*•..;"d uP �- tp or, (LEAD FREE) /RAIN W/ SCREENtClCI��P � & DRAFT STOP F.M. STAMPING AREA MECH. w CAGNAZZI RESIDENCE SENTRY SENTRY ROOM _ 312700 NEW SUFFOLK AVE AUTOMATIC FIRE CUTCHOGUE, NY 11935 PROTECTION INC. -WATER SERVICE BY -+ OTHERS, TO COMPLY WITH 9 - 0) � 735 FLANDERS RD THE LOCAL WATER J THIRD FLOOR -° �'` FLANDERS, NY 11901 DISTRICT REQUIREMENTS I— ARE PR F- FIRE SPRINKLER PLAN PH#(631)723-3095 NO. REVISIONS DATE BY FILE 12700 new suffolk SCALE TYPICAL RISER SECTION DRAWN cutocnogue.dwg AS NOTED WN CHEKED PROJECT # SCALE: NTS BY RF BY RIS S21.2644 DATE 3/4/21 D WG. # (�P - 4 SPRINKLER NOTES 1. SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH NFPA 13D 2016. 2. ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE OMITTED IN ACCORDANCE WITH NFPA 13D 2016 SECTION 8.3.5 PREFM.FROMREMOTE BRANCH UNE 3. SPRINKLER HEADS SHALL CLEAR LIGHTING FIXTURES, BEAMS, ETC. SIDEWALL PIPEIN HEADS SHALL BE POSITIONED SO THAT DEFLECTORS ARE MIN. 4"AND MAX. 6" FROM WALL CEILING. 1' TEST VA. IN ACCESSIBLE LOCATION 4. ALL PIPING SHALL BE STANDARD WEIGHT STEEL, COPPER OR CPVC. 5. CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL PIPING INCLUDING DROPS, Ell W/ooRaosloN RE�srANr IF NECESSARY TO ATTAIN CLEARANCES AT NO ADDITIONAL COST. OUTIFT EOUAL TOA SPRIN - 6. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY REQUIREMENTS WITH REGARD TO MATERIAL, MIN. COVERAGE, INSTALLATION WET PIPE INSPECTORS TEST REQUIREMENTS ETC. 7. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY APPROVALS FROM LOCAL WATER AUTHORITIES HAVING JURISDICTION. SUPPORT CUP BULB 8. CONTRACTOR SHALL FILE FOR FIRE LINE TAP WITH LOCAL WATER COMPANY. WITH THREADS GUIDE cElu"c PINS (2) 9. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS FOR SPRINKLER LINES WHERE REQUIRED. ALL PIPES ARE TO RUN CONCEALED. ® ® c ® f f \\ / DEFLECTOR j 1 � oRoPPEo osITION 10. NEW SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM WITH REQUIRED RETAINER WITH TAMPER SWITCH AND WATER FLOW SWITCH. \ /' `THREAD DIMPLES ♦ o o / c \\ /' 11. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 400 IN ALL AREAS OF WET \ PIPING. CRAWL SPACE '\ 1'; covt-R PLATE 12. 1F PROPERTY HAS A FIRE PUMP THE OWNER MUST PROVIDED A GENERATOR. Lo / 1-1 2 114 CEtF R 1,4 1 4 11 CONCEALED SPRINKLER 13. FIBERGLASS INSULATION MUST BE INSTALLATION ABOVE THE PIPE IN ATTIC SPACE WITH LX5-712 - \8-4121-2 -10 P2 ASSEMBLY PROPER VENTILATION ® c ® / / 14. IF ANTIFREEZE IS REQUIRED THE PLUMBER SHALL INSTALL A REDUCED PRESSURE ♦ r I \ to ZONE (RPZ). 1F RPZ 1S NOT INSTALLED SENTRY FIRE AUTOMATIC PROTECTION SHALL INSTALL A " BOOSTER PUMP. \ O m 6-6 ' 15. IF THE FIRE SPRINKLER SYSTEM IS CONNECTED TO A WELL, IT MUST HAVE A RPZ AND MUST BE CONNECTED TO AN GENERATOR ^\ 114 114 1-0 O BASEMENT FIRE SPRINKLER PLAN SLAB ON GRADE O SCALE: /16" — '- " E F FSTSFL R UP ' 3 - 1 0 SLAB ON GRAD BASEMENT UNLESS NOTED OTHERWISE CEILING ELEVATION: —2'-0" . MAIN PIPE ELEVATION: BRANCH PIPE ELEVATION: ELEVATION FROM JOB REF: FIRE SPRINKLER HEAD LEGEND ( t y SYM CNT POSITION IFINISH TEMP I K JNPT ISIN IMFG. IMODEL# SLAB ON GRADE QQ 110 PEND WHITE 1165 1 4.90 1/2" RA0616 RASCO I RFC 49 " ! = PIPE DROP I.AR 2 2 nr,)1 Q = PIPE RISER RPZ = REDUCED PRESSURE ZONE FE F.M. STAMPING AREA W CAGNAZZI RESIDENCE SENTRY SENTRY p 12700 NEW SUFFOLK AVE AUTOMATIC FIRE CUTCHOGUE, NY 119350 , .s PROTECTION INC. w BASEMENT p, � 735 FLANDERS RD FIRE SPRINKLER PLAN cF�RE�O� FLANDERS, NY 11901 PH#(631 )723-3095 NO. REVISIONS DATE BY FILE 12700 new suffolk SCALE ave cutochogue.dwg AS NOTED DRAWN CHEKED PROJECT # BY RF BY RM S21.2644 DATE 3/4/21 DWG. # S P - 1 SPRINKLER NOTES 1. SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH NFPA 13D 2016. n — — -- — n -- — — — — — — — — — n - _ _ _ — ® C:EL 2 ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS- - — — — - - - - - - — = ° RIc I�NFRARRs I° --------------�- ARE OMITTED IN ACCORDANCE WITH NFPA 13D 2016 SECTION 8.3.5 ILL, I I I I --------- PREE .IROMREO-- ------------------------ - - - - - --------- - r ------ I BRANCH LINE 3. SPRINKLER HEADS SHALL CLEAR LIGHTING FIXTURES, BEAMS, ETC. SIDEWALL wA�N HEADS SHALL BE POSITIONED SO THAT DEFLECTORS ARE MIN. 4" AND MAX. 6" FROM II II II �I . I Itl CEILING. I* TEST VA. IN E----____ I ACCESSIBLE LOCATION IJ ( I I I I I I;I II I ISI 4. ALL PIPING SHALL BE STANDARD WEIGHT STEEL, COPPER OR CPVC. 5. CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL PIPING INCLUDING DROPS, — — — — — — — — — — c ELL w/CORROSION RESISTANT IF NECESSARY TO ATTAIN CLEARANCES AT NO ADDITIONAL COST. TI 71 I I I°� OUTLET EQUAL TO A SPPo 6. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY REQUIREMENTS WITH REGARD TO MATERIAL, MIN. COVERAGE, INSTALLATION I 11 11 11 I I I I I I I i II til WET PIPE INSPECTORS TEST REQUIREMENTS ETC. — — —I I E____=__ _=1117 7. PORC ___`_____� I) III 7. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY APPROVALS FROM II I I I I I I I I i t I I II ISI LOCAL WATER AUTHORITIES HAVING JURISDICTION. II o II II II o II I I I � Ilil 1 1 j SORT CUP BULB 8. CONTRACTOR SHALL FILE FOR FIRE LINE TAP WITH LOCAL WATER COMPANY. io N i t I I I I DINING I ® WITH THREADS .-- �, VCl � GUIDE CEILING I I I �' I 9. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS FOR SPRINKLER LINES WHERE PINS (2) -- ----- ----- o I I ° = REQUIRED. ALL PIPES ARE TO RUN CONCEALED. I 11 it it II Il II I M M � L---- — — — — — — — I WC �C�ANGING DEFLECTOR IN I I I I I I I I I I I — — — — — — — — — — Fl-1-61DEFLECTOR �L= DROPPED POSITION 10. NEW SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM WITH REQUIRED — NE ROOM lz- RETAINER WITH TAMPER SWITCH AND WATER FLOW SWITCH. FAMILY ROOM I I I I I I I I I I t l I I I N I 1 114 s R THREAD DIMPLES 0 VESTIBULE o 1 1 I 0-4 1-112 ; i f 11. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 400 IN ALL AREAS OF WET N N loa �., jl II II II It II I _ /6-612 C12 X12 �- , �L / 114 11 114 14 114 114 114 114 11 — E4 — — 14 11 `V 1 4 1 114 114 114CD 1 0 PIPING. 9-612 2-512 0 8-812 1- -01�- 241-2 — — — 1 12-- _ — — — 10-1 1-4 13-612 -6 0 912 4 11 -1 3-312 3- 41 - COVER PLATE [f7 1 � BUTLR�s I 2_2 12. IF PROPERTY HAS A FIRE PUMP THE OWNER MUST PROVIDED A GENERATOR. CLo — — — — FT UP — — — — — — — — -- - �, I PANTRY 0-1112 ELEVATOR I ----------------- _ _ __ _ STAIR HALL I Flo N I .r CONCEALED SPRINKLER 13. FIBERGLASS INSULATION MUST BE INSTALLATION ABOVE THE PIPE IN ATTIC SPACE WITH OPEN TO .`_" ^ I CHANGING ASSEMBLY LI zss-=- _ M— — — — — — — I I 1F5 PROPER VENTILATION Ll 73 14. IF ANTIFREEZE IS REQUIRED THE PLUMBER SHALL INSTALL A REDUCED PRESSURE i I' 1ij*'j RI jER TO �- POWDER ! u ,; 1 ZONE (RPZ). IF RPZ 1S NOT INSTALLED SENTRY FIRE AUTOMATIC PROTECTION SHALL INSTALL A Fos 1 II y �ISEICO�VD1iFLOOR I I P02 co_ BOOSTER PUMP. ENTRY — — — — — — — _r r!n .------- _______ ________________ ______- ti , . I 15. IF THE FIRE SPRINKLER SYSTEM IS CONNECTED TO A WELL, IT MUST HAVE A RPZ AND MUST BE � KITCHEN � , cc LAUNDRY l09 ( ; ; PANTRY 114 CONNECTED TO AN GENERATOR 1 1 -512 t-112 CLOSET 4-212 - -,.MUDROOM -t 00 K, p ; 3 I I 4DROP" FIRST FLOOR FIRE SPRINKLER PLAN ' pBASEEMENOTUp SCALE: 3/16"= 1'-0" ` I FIRST FLOOR 1 ---------------- _ UNLESS NOTED OTHERWISE t -- ----- ---- - --- - - CEILING ELEVATION: -- -- -- - --- -- - - --- MAIN PIPE ELEVATION: 11 '-4" BRANCH PIPE ELEVATION: ELEVATION FROM JOB REF: FIRE SPRINKLER HEAD LEGEND SYM CNT IPOSITION IFINISH tTEMP I K INPT ISIN IMFG. MODEL# I GARAGE Q 110 PEND WHITE 165 1 4.90 1/2" RA0616 RASCO RFC 49 118 C) = PIPE DROP 0 = PIPE RISER RPZ = REDUCED PRESSURE ZONE d t:EC' y6�w0 i ( 1 1. 41.04 . , ----------- 1684 F.M. STAMPING AREA FESss° W CAGNAZZI RESIDENCE SENTRY SENTRY 0 12700 NEW SUFFOLK AVE AUTOMATIC FIRE n CUTCHOGUE, NY 11935 � , PROTECTION INC. w F �� FIRST FLOOR 735 FLANDERS RD �cc�REPRO�� FLANDERS, NY 11901 FIRE SPRINKLER PLAN PH#(631 )723-3095 NO. REVISIONS DATE BY FILE 12700 new Suffolk SCALE ave cutochogue.dwg AS NOTED DRAWN CHEKED PROJECT # BY RF BY RM S21.2644 DATE 3/4/21 DWG• # SP - 2 SPRINKLER NOTES - - - --- - 1.SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH NFPA 13D 2016. 2.ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE OMITTED IN ACCORDANCE -- -- — -- WITH NFPA 13D 2016 SECTION 8.3.5 3.SPRINKLER HEADS SHALL CLEAR LIGHTING FIXTURES,BEAMS,ETC.SIDEWALL _ PP: HEADS SHALL BE POSITIONED SO THAT DEFLECTORS ARE MIN.4"AND MAX.6"FROM Y4` CEILING. - --- 4.ALL PIPING SHALL BE STANDARD WEIGHT STEEL,COPPER OR CPVC. - 5. CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL PIPING INCLUDING DROPS, / ---- IF NECESSARY TO ATTAIN CLEARANCES AT NO ADDITIONAL COST. I AT 6.NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY _ _ REQUIREMENTS WITH REGARD TO MATERIAL,MIN.COVERAGE,INSTALLATION °L� WET PIPE INSPECTORS TEST REQUIREMENTS ETC. -- _________25ED� 1 . ------- -------- __ j 7.NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY APPROVALS FROM I ------- --IrY1i__ ni--------------------------' ------------------------------ ' � i � '�� LOCAL WATER AUTHORITIES HAVING JURISDICTION. D GM Rx19 8.CONTRACTOR SHALL FILE FOR FIRE LINE TAP WITH LOCAL WATER COMPANY. UO : 3 _ ..INT.1 O - - a E Cf10N0 9.GENERAL CONTRACTOR SHALL PROVIDE SOFFITS FOR SPRINKLER LINES WHERE Mxs(2) an..xx •, _.. _ - REQUIRED. ALL PIPES ARE TO RUN CONCEALED. -- ---- 1------------ --------------------- ----------------------- ------------ I )—c— I �.� I pR4P"°P051TJN 10.NEW SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM WITH REQUIRED 62�� 1-p f _ I x Ai TAMPER SWITCH AND WATER FLOW SWITCH. -----------Iia---11{. 11s 11{ 11{ ., 114 11{ �' 11{ 11{ :11 . = 1T+ 1'{ I I`IxxE p MM%F$ 4 n 10-0 2-612, i 2 3-10 -0 II-0 6-512- _ -712 3-4 5-01: i-51 11.PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 40°IN ALL AREAS OF WET PIPING. 6 - 'i .N--- - - -- - -- - - - - -- 12 IF PROPERTY HAS A FIRE PUMP THE OWNER MUST PROVIDED A GENERATOR. .o 256.0 1 - CONCEALED SPRINKLER 13.FIBERGLASS INSULATION MUST BE INSTALLATION ABOVE THE PIPE IN ATTIC SPACE WITH ASSEMBLY PROPER VENTILATION 1 "EO L�ME­NTCAL14.IF ANTIFREEZE IS REQUIRED THE PLUMBER SHALL INSTALL A REDUCED PRESSURE ZONE(RPZ).IF RPZ IS NOT INSTALLED SENTRY FIRE AUTOMATIC PROTECTION SHALL INSTALL A BOOSTER PUMP. 6-51i j 15.IF THE FIRE SPRINKLER SYSTEM IS CONNECTED TO A WELL,IT MUST HAVE A RPZ AND MUST BE ----------------- CONNECTED TO AN GENERATOR -- --- -- - s / THIRD FLOOR FIRE SPRINKLER PLAN !D / / g SCALE:3116"=V-D" ju00 THIRD FLOOR UNLESS NOTED OTHERWISE CEILING ELEVATION: 31'-0" MAIN PIPE ELEVATION: 31'-4" BRANCH PIPEELEVATION: 31'-4" ELEVATION FROM JOB REF: TO SYSTEM FIRE SPRINKLER HEAD LEGEND SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL Q 110 PEND WHITE 165 4.90 1/2" RA0616 RASCO RFC 49 NOTE =PIPE DROP THIS SYSTEM WILL BE AN ANTIFREEZE SYSTEM TYCO RISER MANIFOLD W/ O=PIPE RISER (1)DRAIN AND =REDUCED PRESSURE ZONE (2)Flow G RPZ PRESSUURERE IA GAUGE I (4)SIGNS ON BODY Y BUTTERBALL VA.W/TAMPER .o SW. t ® TEST COCKS a Ll � S o ~ �d -------------------------------------------------- W9LKINS 375XL REDUCED PRESSURE rSUPPORT� ASSEMBLY W/BALL VALVES , I (LEAD FREE) --0 III / g DRAW/SCREEN F.M.STAMPING AREA M C) CAGNAZZI RESIDENCE SENTRY SENTRY 12700 NEW SUFFOLK AVE AUTOMATIC FIRE —ROOM - a a CUTCHOGUE, NY 11935 S PROTECTION INC. --WATER SERVICE BY s 735 FLANDERS RD OTHERS,TO COMPLY WITH W 3 THE LOCAL WATER THIRD FLOOR cA, ��(. FLANDERS, NY 11901 DISTRICT REQUIREMENTS- I= FIRE SPRINKLER PLAN PH/{(631)723-3095 NO. REVISIONS DATE EKY FILE 12700 new Suffolk SCALE ave cutochogue.dwg AS NOTED TYPICAL RISER SECTION DRAWN CHEKED PROJECT # BY RF BY RM 521.2644 SCALE. NTS DATE 3/4/21 DWG. # SP-4 SPRINKLER NOTES 1. SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH NFPA 13D 2016. I I I I I I 1 1 2. ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE OMITTED IN ACCORDANCE WITH NFPA 13D 2016 SECTION 8.3.5 11F 1L1 1PREFE L- _ BR wCH UNE SPE 3. SPRINKLER HEADS SHALL CLEAR LIGHTING FIXTURES, BEAMS, ETC. SIDEWALL �+ HEADS SHALL BE POSITIONED SO THAT DEFLECTORS ARE MIN. 4" AND MAX. 6" FROM WALL CEILING. T' TEST VA. M ACCESSIBLE LOCATION if \ 11 ll/l/ II 4 4. ALL PIPING SHALL BE STANDARD WEIGHT STEEL, COPPER OR CPVC. -- . . 1-7 — ITEM ® ® r ;; 5. CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL PIPING INCLUDING DROPS, ® Eu w/caRRM°N RESISTANT IF NECESSARY TO ATTAIN CLEARANCES AT NO ADDITIONAL COST. r~'� OUTLET EQUAL TO A SPRIN 1 I L:IJ _ _ _ _ _ _ 6. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY — — REQUIREMENTS WITH REGARD TO MATERIAL, MIN. COVERAGE, INSTALLATION WET PIPE INSPECTORS TEST REQUIREMENTS ETC. 1 11 N II MASTER BEDROOMI zoa T� o o a co BEDROOM BEDROOM ;; 7. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY APPROVALS FROM 209 212 LOCAL WATER AUTHORITIES HAVING JURISDICTION. II I1 II -- — — — — — — — COMMON ROOM ' SUPPORT cuP BULB 8. CONTRACTOR SHALL FILE FOR FIRE LINE TAP WITH LOCAL WATER COMPANY. WITH THREADS 1 - - - 4��-_ __ GUIDE CEILING g, GENERAL CONTRACTOR SHALL PROVIDE SOFFITS FOR SPRINKLER LINES WHERE BAT TH �--- �i PINS (2} }------------- --- 210 213 REQUIRED. ALL PIPES ARE TO RUN CONCEALED. I ----- N , 1 DEFLECTOR IN N E BOLE 214 L 1 DEFLECTOR 1 III,� l 1 DROPPED POSITION 10. NEW SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM WITH REQUIRED 1 °° r � �l 214 ; ; 1 1 RETAINER WITH TAMPER SWITCH AND WATER FLOW SWITCH. MASTER VESTIBULE �j - - -- 1 1 I 1 THREAD DIMPLES 203 ----------- - - - - -- -- --- -- --------- '— f^� rl I 1p �„ •- �' 114 1 212 1 HALL 1-21 `� 11. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 400 IN ALL AREAS OF WET 1 1-212 ' ' PIPING. 114 4 114 114 114 11482 14 114 114 11 `V 114 114 114 14 114 114 114 114 114 114 1 1 114 114 14 1 '`-- 1 1 1 1 1 1 , i COVER PLATE 2-9 2 8 1-7 �1-8 2 uP3-4 z 2-2 2 6-4 4-1 1-71-3 4-2 -7 7 1 N 5-8 1-2 12. IF PROPERTY HAS A FIRE PUMP THE OWNER MUST PROVIDED A GENERATOR. 1 , MASTER BATH N --- ---------------------------------� -- -------------------- - d 1 N ... I I _ --- 1 1 -- --- -- - -- -; M - - - - 0-612 M 1 r o LINEN I " I205 4 ELEVATOR I --- - ----; STAIR HALL ' - - -- CLOSET d- _ , , CONCEALED SPRINKLER 13. FIBERGLASS INSULATION MUST BE INSTALLATION ABOVE THE PIPE IN ATTIC SPACE WITH ; N — I 1 -7120- ^ i LINEN - - -- -- 201 I-- ASSEMBLY 0 OPEN TO DEL. 00 PROPER VENTILATION __ 1 2 BEDROOM I 1 I R SER d- ----- -- ? - zls I. ) I F015 �C - - ----- --- -- -- -- -- -------------------- -- -- r-- yo i ! ---- 14. IF ANTIFREEZE IS REQUIRED THE PLUMBER SHALL INSTALL A REDUCED PRESSURE 4) 1 ' ��� N ZONE (RPZ). IF RPZ IS NOT INSTALLED SENTRY FIRE AUTOMATIC PROTECTION SHALL INSTALL A o o BEDROOM .- -2' - - BOOSTER PUMP. ' ® o I14- c, zls " 0 DROP TO I � - - --= o FIRST FLOOR BA-H00 1 ]", F2 1-5 ` 15. IF THE FIRE SPRINKLER SYSTEM IS CONNECTED TO A WELL, IT MUST HAVE A RPZ AND MUST BE -- 1 - � 1-7 2 ------ - BATH --------- CONNECTED TO AN GENERATOR - - - HER CLOSET HIS CLOSET — 6 � 1 CLOSET 20e 207 — — —r 13– – i I /j/ 9 BACK STAIR SCOND FLOOR FIRE SPRINKLER PLAN 1221 � = 1 SCALE: 3/16" 1 -0" 's DN I 1 I I IL SECOND FLOOR I ---- a ca UNLESS NOTED OTHERWISE CEILING ELEVATION: 23'-0" ' 1 1 1 MAIN PIPE ELEVATION: 23'-4" 6-8 7-012 BRANCH PIPE ELEVATION: 23 -4$1 --- ;� ELEVATION FROM JOB REF: � co -� 1 1 6-8 7-012 I FIRE SPRINKLER HEAD LEGEND SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODELa 1 1 QQ 110 PEND WHITE 165 4.90 1/2" RA0616 RASCO RFC 49 4-10 4-10 C) = PIPE DROP Q = PIPE RISER Z i. ►cn .i RPZ = REDUCED PRESSURE ZONE 1 1 � 6-8 7-012 BUNK ROOM 222 l 411 115" N COX FESSI• ,, F.M. STAMPING AREA W CAGNAZZI RESIDENCE CE SENTRY p 12700 NEW SUFFOLK AVE AUTOMATIC FIRE CUTCHOGUE, NY 11935 PROTECTION INC. w SECOND FLOOR �, �° 735 FLANDERS RD FIRE SPRINKLER PLAN cFPR�� FLANDERS, NY 11901 PH#(631 )723-3095 NO. REVISIONS DATE BY FILE 12700 new suffolk SCALE ave cutochogue.dwg AS NOTED DRAWN CHEKED PROJECT # BY RF BY RM S21.2644 DATE 3/4/21 DWG. # S P - 3 SPRINKLER NOTES 1. SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH NFPA 13D 2016. - --- 2. ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE OMITTED IN ACCORDANCE WITH NFPA 13D 2016 SECTION 8.3.5 P". FROM UEMOTE NE PIPE 3. SPRINKLER HEADS SHALL CLEAR LIGHTING FIXTURES, BEAMS, ETC. SIDEWALL IN HEADS SHALL BE POSITIONED SO THAT DEFLECTORS ARE MIN. 4" AND MAX. 6" FROM -- - - - ------ -- - - - -- - - - - - - - - - - - - --- - - - WALL CEILING �—- -- --- ii AccsleLE LOCATION __________ _ _ __ ------------- 4. ALL PIPING SHALL BE STANDARD WEIGHT STEEL, COPPER OR CPVC. _ 5. CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL PIPING INCLUDING DROPS, --------- --------------------- 1 IF NECESSARY TO ATTAIN CLEARANCES AT NO ADDITIONAL COST. ' ELL W/CORROSION RESISTANT Jil- OUTLET EOUAL TO A SARIN • 6. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY ' OFFICE REQUIREMENTS WITH REGARD TO MATERIAL, MIN. COVERAGE, INSTALLATION WET PIPE INSPECTORS TEST REQUIREMENTS ETC. I j 302 , j I -------- AV aoser 1 i ___-____ —h-1z_____.� s;_________________________________________________________________________i 7. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY APPROVALS FROM ' I I LOCAL WATER AUTHORITIES HAVING JURISDICTION. GYM I I I 1 301 BULB O I � 8. CONTRACTOR SHALL FILE F I : SUPPORT CUP L OR FIRE LINE TAP WITH LOCAL WATER COMPANY. O O I g j ----® -- - *-- �9-- -----® -- ----- --� - I - ®----- --® --- - --®-' - i - - ------ ----� I t �, F- �j WITH THREADS � I r�u O GUIDE CEILING l PINS (2) 9. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS FOR SPRINKLER LINES WHERE ELEVATOR MAC�INEROOM �,,� REQUIRED. ALL PIPES ARE TO RUN CONCEALED. ----------- -++--------------------------- -p+--------------------------- -«-------------- 82 I _ f DEFLECTOR IN -- ----- --_9__ I ; DEFLECTOR i - = I i DROPPED POSITION 10. NEW SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM WITH REQUIRED -0 , , I - , , , RETAINER WITH TAMPER SWITCH AND WATER FLOW SWITCH. _1 A__-____-___�_�--=1- 4_ 1 4 1 4 114 1 4 114 1 4 114 L__�4 4-- -'��- 1 4 THREAD DIMPLES 10-0 2-61 s s �� 3-10 0 —0 11-0 8-5' 1,-712 3— 5-012 1-51 I IN 11. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 400 IN ALL AREAS OF WET 1 -6 i N C�\ I PIPING. - �I ---- - -- - -- - - -- - --- COVER PLATE 12. IF PROPERTY HAS A FIRE PUMP THE OWNER MUST PROVIDED A GENERATOR. � - -- - -- I '�`� 256.0 1 I I �_ CONCEALED SPRINKLER 13. FIBERGLASS INSULATION MUST BE INSTALLATION ABOVE THE PIPE IN ATTIC SPACE WITH ASSEMBLY PROPER VENTILATION I I I I I MECHANICAL I I MECHANICAL 1 303 14. IF ANTIFREEZE IS REQUIRED THE PLUMBER SHALL INSTALL A REDUCED PRESSURE I 1 co ZONE (RPZ). IF RPZ IS NOT INSTALLED SENTRY FIRE AUTOMATIC PROTECTION SHALL INSTALL A 1 1Do cc BOOSTER PUMP. I > - f 5-612 6-5 z ; 1 15. IF THE FIRE SPRINKLER SYSTEM IS CONNECTED TO A WELL, IT MUST HAVE A RPZ AND MUST BE -- -------------- --------- -- I CONNECTED TO AN GENERATOR - - --- - -- - - - - - - - --------- -----lzv ------------- THIRD - ------- -- THIRD FLOOR FIRE SPRINKLER PLAN - E SCALE: 3/16" = 1'-0" I , El 1 , [all THIRD FLOOR UNLESS NOTED OTHERWISE ' CEILING ELEVATION: 31 '-0" I , MAIN PIPE ELEVATION: 31 '-4" BRANCH PIPE ELEVATION: 31 '-4" ' ELEVATION FROM JOB REF: --- , , , 'il II I I I I 1 I I I 1 I I 1 I I I 1 1 I I I I I 1 1 1 . I I II ,1 I I r I 1 I I 1 I I I I FIRE SPRINKLER HEAD LEGEND 1 i I 1 SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL1 1 I I I Q 110 PEND WHITE 165 4.90 1/2" RA0616 RASCO RFC 49 j I i I I I C) = PIPE DROP r � 0 = PIPE RISER I 1 I I 1 I , RPZ = REDUCED PRESSURE ZONE I I I4-ze-) I I I I I I 1 I 1 I 1 1 1 I 1 1 1 I I I I I 1 1 t I I I I I I � � l0 s �OfFSS1���Q� F.M. STAMPING AREA t w CAGNAZZI RESIDENCE SENTRY SENTRY 0 12700 NEW SUFFOLK AVE AUTOMATIC FIRE ry CUTCHOGUE, NY 11935 alPROTECTION INC. THIRD FLOOR �� 735 FLANDERS RD 'ceP � FLANDERS, NY 11901 F- FIRE SPRINKLER PLAN PH#(631 )723-3095 NO. REVISIONS DATE BY FILE 12700 new suffoik SCALE ave cutochogue.dwg AS NOTED DRAWN CHEKED PROJECT # BY RF BY RM S21.2644 DATE 3/4/21 DWG. # �P _ 4 1 2 3 4 5 6 7 F4 F1GENERAL ARCHITECTURAL OTESN A-301 402.5 A 301 AC102 -401. A- 04 1. REFER TO ALL APPLICABLE NOTATIONS ON ALL PLANS,ELEVATIONS,SECTIONS AND DETAILS,TYPICAL ALL DRAWINGS. 2. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE LIGHTING, SECURITY CONTROLS,HVAC DUCTWORK AND GRILLES WITH FRAMING.SEE ELECTRICAL,SECURITY,HVAC,AND INTERIOR ELEVATION DRAWINGS FOR Dl LOCATIONS. -402. 3. ASSUMED SOIL BEARING CAPACITY 2 TONS/SQ. FT.SUBJECT TO INSPECTION AND VERIFICATION BY SOIL ENGINEER AND OR LOCAL AUTHORITY. NEW CONSTRUCTION/FOUNDATION TO BE STAKED OUT AND ALL REQUIRED ° BUILDING DIMENSIONS AND SETBACKS ARE TO BE FIELD VERIFIED AND G APPROVED BY A LICENSED SURVEYOR PRIOR TO THE COMMENCEMENT OF ANY AND ALL CONSTRUCTION. A . ALL STEEL,INCLUDING COLUMNS,BEAMS,LINTELS,ETC,IN CONTACT WITH I o MASONRY,TO BE COVERED WITH GCP PERM-A-BARRIER WALL MEMBRANE. c1 A-303 SLAB ON GRADE n C1 ALL STEEL TO RECEIVE TWO SHOP COATS TNEMEC RUST RESISTANT PAINT AND ONE FIELD COAT TOUCH UP,TYPICAL. A-3037. I n ALL STEEL LINTELS AND OR ANGLES TO BE GALVANIZED STEEL,TYPICAL. B.I ° GENERAL CONTRACTOR TO PROVIDE PIPING POCKETS AND 4"AND 6"DIAMETER o SLEEVES BELOW SLABS AND IN FOUNDATION WALLS FOR DRAINAGE,SEPTIC, PLUMBING,ELECTRICAL,WATER,ETC.TYPICAL. REVIEW WITH ARCHITECT AND -40 . ALL SUB-CONTRACTORS FOR NUMBER AND REQUIREMENTS PRIOR TO POCKET AND SLEEVE INSTALLATION AT CONCRETE WALL AND SLAB POURS. D ' ° D ALL SLEEPING ROOMS TO HAVE AT LEAST ONE EGRESS WINDOW: J -SILL HEIGHT 44"ABOVE FINISH FLOOR,MAXIMUM d v -NET CLEAR OPENING = 5.7 SQUARE FEET C5 n SLAB ON GRADE n -NET CLEAR WIDTH = 20"MINIMUM NET CLEAR HEIGHT= 24"MINIMUM s 10.STAIR CONSTRUCTION TO COMPLY WITH THE FOLLOWING: 1 - SLAB ON GRADE -RISER:4"MINIMUM,8 1/4"MAXIMUM TREAD:9"MINIMUM RISER FACE TO RISER FACE Fi I -HANDRAIL HEIGHT:34"MINIMUM,38"MAXIMUM v Fi -GUARDRAIL: 36 MINIMUM HEIGHT w/4 MAXIMUM ON CENTER SPACING. A-302 ° i ° A-302 ° 11.HARD WIRED SMOKE DETECTORS WITH BATTERY BACK-UP SHALL BE LISTED BY v Fl I AN APPROVED AGENGY AND SHALL BE INSTALLED AS FOLLOWS: -IN ALL BEDRMS -IN HALLWAYS N FRONT OF BEDROOM DOORS C4 -- - - - - 402. v ^ p -AT THE TOP OF ALL FLIGHTS OF STAIRS AT EACH FLOOR 12.HARDWIRED CARBON MONOXIDE DETECTORS WITH BATTERY BACK-UP TO BE INSTALLED OUTSIDE OF EACH SLEEPING AREA. CARBON MONOXIDE DETECTORS B SHALL BE LISTED BY AN APPROVED AGENCY. NA-301,F — -- — — — ——— — — —— —--� Cl p ° n A:31 13.ALL DIMENSIONS ARE SHOWN TO ROUGH FRAMING,NOT FINISHED,UNLESS SCU-3 WSCU-4 ° OTHERWISE NOTED. DIMENSIONS AT UNDISTURBED EXISTING AREAS ARE TO o ( D D I I I n I ° p EXISTING FINISHES. r — — — — — — — — — '1 I p D D p. I IN 14.PROVIDE GCP PERM-A-BARRIER WATERPROOFING SYSTEM WITH 2"OWENS CORNING RIGID INSULATION PROTECTION BOARD AT FOUNDATION WALL I a p J a p P^ p a PERIMETER FROM TOP OF FOOTING TO BOTTOM OF WOOD FRAMING AT ALL FOUNDATION WALL EXTERIORS,TYPICAL. _ _ _ _ _ J WSCU-5 ° p 15.PROVIDE 1/2"REMOLDED FILLER JOINT WITH CAULKING AT ENTIRE PERIMETER I N D Lam'---�—•—�—�—�—�—�—� 10'-03/4" 10'-lln" 10'-11/z" 10'-41/2" 9'-111/4" p ° — — — — — — ——— OF SLAB,TYPICAL. UMP PUMP 16.PROVIDE A 6"MIN. FOOTING EXTENSION AROUND FOUNDATION WALLS,TYPICAL. a, SUMP PUM ° v . SCU-6 17.PROVIDE A V-0"MIN. FOOTING EXTENSION AROUND FIREPLACE FOUNDATIONS, 1 ° ° / TYPICAL. _ _ _ _ _ _ _ _ _ I _ v 1:kmc\� I in _ Q- t n 18.MAINTAIN A MINIMUM OF 6' FROM TOP OF FOUNDATION WALL TO FINISH ` GRADE. NOTIFY ARCHITECT IF A DISCREPANCY OCCURS. o I I D D I I \ n 19.PROVIDE CONCRETE HARDENER FOR CONCRETE GARAGE SLAB,TYPICAL. 0.PROVIDE CRAWL SPACE VENTS(ARCHITECT SPECIFY: SIZE AND TYPE). MINIMUM F1 F3 I -401.3 -402. I I v I I CRAWL SPACE a \ t W/H-1 °I SLAB ONE SQUARE FOOT FOR EACH 150 SQUARE FEET OF CRAWL SPACE. MUST HAVE A ON GRADE� MINIMUM OF ONE VENT WITHIN THREE FEET OF EACH CORNER. i to I CRAWL SPACE ACCESS v n � I -5-11 ARCH. CELL\ n 1.LARGER SCALE DRAWINGS SUPERSEDE SMALLER SCALE VERSIONS. 5.71'CIVIL , ° T. .SLAB i. o n WSHP-1 i LLQ SEE S-100 FOR CONCRETE DIMENSIONS O \ I I � 16'-71/4" 1' 53/4" — — — —6'-2"— ——— D1 13'-11/4" 1 30'-71/2" 9'-111/4" C _1 F4 F2 I C 91 1 11 A-303 a t \ -402. -401.3 ° FLOOR AREA: CELLAR MEASURED 1 pI ZONE NAME AREA (sg ft / 4 — — — — — D WSHP-2 DOUBLE WALL AT FULL BASEMENT. ELLAR 771.05° I ° FIRST POUR FOUNDATION FOR FULL Cl p I BASEMENT WITH WATERPROOFING v A102 F5 I v SYSTEM,THEN POUR REMAINDER OF ° p \ C1 771.05 sq ft -402. F1 I FOUNDATION. p D \ I A-302 i Db. 4 In I C5 C5 I A-303 A-303 I 21'-5/8" III I I1iI I I1II I IIII I IIII I ` \ 7/8" SLAB ON GRADE SLAB ON GRADE F ,6 'C3VIL 16R @ 7 5/8": � n I I k` J ;ED qq �9'-0"ARCH- T.O.SLAB-4 15T @ 11" A04 PRT L 0, s19 d ° � C9 �g 0 1 I d � s3 ° a a d y1' ` I1 i O n I � OuzA T// 11-IIIIIA N F3 i ° I TRIC STFZ``✓O cd Dl -402. L v I U 00F4 F1 F1 C1 FS N A-301 -401. A-301 A-201 -401. � � N ° I Q I ° I U v I . I 12/3/2020 PERMIT SET REVISION ° I (ROOM LABELS) ° 6/9/2020 PERMIT SET U 1/13/2020CONTRACTSET (INCLUDES ° I 1/13/2020 REV.4:VARIOUS REVISIONS(SITE-2,SITE-5,SITE-6, 1 4 SITE-7,A-100,A-101,A-102,A-103,A-104,A-201,A-202,A- n 1 203,A-204,A-301,A-302,A-303,A-304,A-401.1,A401.3,A- I Fl 1 401.4,A-402.1,A-402.3,A-404.1,A-600.1,A-600.2,A-600.3, A-304 v SLAB ON GRADE F3 F1 A-801,A-802,A-803,S100,S-101,S-102,S-103,S-105,S-2, E -402. A-304 E-101,E-102,E-103) b 09/20/2019 BID SET I I DATE ISSUED FOR I ° Austin Patterson Disston apd. .,. 3 Architects Q ° 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,fax(203)254-1390 v P4 v 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 apdarchitects.com F3 F1 FS �13 A-304 -402. -402. A-304 D 0 v D CAGNAZZI RESIDENCE 12700 NEW SUFFOLK AVENUE, CUTCHOGUE,NEW YORK, 11935 ° p Drawing Title: O IK ARCH. NOTES & BASEMENT PLAN Project No.: Project Manager: TS Drawing No: 18014 Team: DK, CB A- 100 F5 z I I F5 A-304 I ° I A-304 O Issued on: 12/4 I 1 /2020 for F REVIEW D D p p 1 OWNERSHIP AND CONDITIONS OF USE: L _ DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN TI IOSE AUTHORIZED BY CONTRACT WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- F1 Q PLAN PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE SCALE. 1 d 1 WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE /-f" — 1t�o" PROCEEDING. Fl C1 -401.4 A-304 THIS DRAWING IS COPYRIGHT. NOTE: DO NOT SCALE DRAWINGS 1 2 3 4 5 6 '7 F4 Fl BALCONY DRAIN: F4% Fl A-202 AIN. /F5 �ci A-301 -401. PROVIDE OVERFLOW::� -402.5 A-301 Ci PROVIDE OVERFLOW -401. A-304 105'-8° FLOOR AREA: 2ND FLOOR 4'-91/2" 21'- 1/2" 9'-91/2" 20'- 112" 9'-9112" 21'-2112" 9'_81/2" 8'-51/2" MEASURED 2, 3/4" 2,-63/4" 4'_815/16" 51-103/8" 51-103/8^ 4'-815/16" ---...4'-103/4" .. ..__. 4'-103/4"._,.._.._. .. ._.... _._. -- iQ'41Jq"_._.. - - - .. lO'41/q",. 4'-103/q ..... 4'-lO3/4„ 4'-71/2" 5'-113J4" 5'-113/g" 4'_71/2" 2'-11/2" 3'-113/4" 3'-71/4" AREA 5 N NAME 4 1/2"..__ .. __-. -- -_- _- .......... .__ . __ _..__.._ _--- ._ 1 __.. _ _ _ _ _._._. - _-. 1/z„ LIVING AREA 4,589.49 5/4" 5 37- .n°.....,. ., 5 51 yH11 BALCONY DRAIN: - - r -I r 4,589 49 sq ft ' r.. EBALCONY DRAIN: _...__, I I I I I l3"DIAMETER VERTICAL DRAIN PIPE ' 1 ..~ L J r--� PLANTERr � L J „ _.� .,.__ „__._ -. ___ __....__... _. ,-_ _,_____. ..._..__-. -__.LL....__. __ - ..,.. _, _ 3"DIAMETER VERTICAL DRAIN PIPE CONCEALED IN COLUMN BELOW; _.._.. _.. __.- _... _..__.._ _..._...__._w._ 5 1 16'- Ol/2 5uz^ 2'_3i/a' - - --------------- 1 1 - - I 1 - - - -31� ' 1 _.._., -,_.. __ . s - _._. ., _ --CONCEALED IN COLUMN BELOW TO BE CONNECTED TO STORM _- _-- 2T-11/2" RM WATER MANAGEMENT SYSTEM - - a WATER MANAGEMENT TO BE CONNECTED OSYSTEM A BALCONY DRAIN: I LPLANTER f..�..._.-L- "' `.` .' N _J-..._.,�,1 �o PLANTER I ------------- ------ -j-- ---- -------- --- rt 1- 1 r ' ` ;1 1,...., t I A- 03 i 1_...- -------- ------- ---- -------- --- BALCONY DRAIN: PROVIDE OVERFLOW ` I F L_ r J ' PROVIDE OVERFLOW N --- '► ' ' ` �----- ----'► ' ' ` ♦ f --- N Cl I _ -- --- ----- ------ - ------ - - - --------- - ---- - - ! I - - J 1 t_ - C1 V 31/4" ' ( 1/2,. :I ' 1�Z" i ` 3„ v `♦ :I 3/4" A-303 5 20'-0 - m -31/2" 51/2" $ - 38 C I A 303 . ----- i' I `♦`` �.---_ 551/2" I ♦ _I I ♦ ` 1/2" -___ 1 �----_ - 1 I 30' in 5 . 1 ' { i `r i BALCONY DRAIN: : °� i j i I ' a' ,,' 3 ;' ♦♦♦o' ; I DASHED LINES INDICATE UNDER DASHED LINE INDICATES EDGE OF ; P DECK BALCONY ROOF ABOVE F- -r - -� ---_' --- - ------ -- -- --------------- -���------------ -----__--; ----------------------- ----- OW IPE-- �.-------------------- ------- ----------------------- ------ ------------- -- ----------------- ------------------ ---------------- --- 1 1 AL NY DRAINAGE METHOD "DIAMETER VERTICAL DRAIN In ONCEALED IN COLUMN BEL 1 ! 3"ROUND LEADER- TO BE CONNECTED TO STORM 3"ROUND LEADER- `.3"ROUND "' ----► - 3 2 2 2 1 , 2 8 . ♦ . �' 235 2 4 233` ' •C• • WATER MANAGEMENT SYSTEM Z.C.C. LEADER- Z C .- -ZCC. j I C/D • 1 ! I - _ - J N N ----- �� IrB I v ' . 51/2.. OLL - - LL -- LL r N N m - ---- �HADES 1 DOUBLE = 51/z" 19'- 1/z"CENTOR SCREEN 3/4" in in{ OUT WALLS FOR 1 12, 10'-2 DOUBLE 10'-3" 6'-11/2' ES AND SCREENS 20'_0" 31/z^ 31/2` 30'-01/4" I CENTOR SCREEN 51/z" 16'-41/2" 31/2" IT-10112' 5 i 1 r F e 1/2" J ' i I♦I I i t I --_- 1-------- ---- - i L{� P Ln ---- t ! f : - - - - - - - - - - - - - - -- - - - - - - - - - - - EADERRUNSPARALLELTODECK F1 " - - - - - - - - - - Cl _ 1J4" I , I JOISTS,TURNS PERPENDICULAR F1 a - - - - - - - -- - - - - - = - A-302 ; i 1 ' 2 ^' I THROUGH TJIs,TURNS AND RUNS A-302 PARALLEL TO DECK JOISTS, N GI I 2, 3/4, N 1 �,, i A-203 , I DROPS INTO COLUMN BELOW a, f MASTER BEDROOM 31/2» r, ISOKERN 36" + I 204 MAGNUM(GAS) I I I BALCONY DRAIN: VERTICAL IN OiC ----'► ` ' I ' I i I ' 3CONCEALED IN COLUMN BELOW IPE - - - -c - - - - - - - - - - - - - {- - - - - - - --- _ BEDROOM BEDROOM 1 1 i ' i I 31/2" Ln o 208 212 `♦ I I I E DASHED LINE TO BE CONNECTED TO STORM 1° WATER MANAGEMENT SYSTEM I I I I 3 I m � III INDICATES STUD ECO-STEEL CHIMNEY I j WALL BELOW B I SOUND PROOFING 1/z• E-44 1 1 ; r DETAILS FOR WALLS r C 1 N PIPE C1 1 i - - - - - - - - -- -- - - - -- - nn-..,-:.,GEIL4NGS- - - - M I 11_8,r ROUND LEADER IJ I � C1 I A-301 `� - - - - - - - -- - - - - - -�- - -- - - - - - - - - COMMON ROOM M V-8" V-8" M V-8" 1'-8° M C. 51/z" z.c.ou - ♦� ( lii I f E E N A-3o1 I N I ECO-STEEL 202 _ _ _ _ ilk 2 A 21 A 1 CHIMNEY PIPE _ LINEA BAT LINEA 230 f = I , 210 ' o n"' 213 CD ----- a ------- ; 1 - I DRAIN BO a I a H -1 -'--' i 1 M 1 o I 11/z" 11 I DRAIN t LI 1 CD _ 30'-73/4" 5uz" 91 2 nI 3'4'• ! ; 2., 21 211; M N ----= 1 V-10" - 1/2" - 2'- - 31'-4" 9'-2�12" 1/J I i I p 1 1 1 3112' / 1 31 512 � 1. I T-11" o I o 31 z" t. n" 1 0 / � ro I I M l - -- - 1 + I I 1 in ti - -- B 2 A in o 1 :o l i I I - ---- 1 _ _ _ -- --- 1/4" , 3/4" 1 3/ /4" I I , ! I I N MASTER ATH ; -N ; E4 I ; 1-7 3- 2'-11 1- 1 I I I 1- -11 3'- 1-7 s Ln ------------- -_------------_ -_ " M M M 3/4" 3J4 1 4' O 1,, 11 A-303 N VE S ULE N rt` 20$ II Q - - _ _ u, m 1 I ------- ---_- 2 A ------------- - 1 1 r I II rn N ----- -- - 21 A 21 A 1 " 5uz" 11-53/4" M 11 11 31/2" I 1/2, ry ,"��, 1/2„ QI_ 1/q^ 1/2" n I I 1/2" I C _ 1 / _ 1 51/2" , r, 1 3 3 3- 5 12'-0 15-2 . 19-91JY 51/2" I 26'4 5 N 13' S/2" 1 I n 1 2" - I -' C 1 - , I r-1 I - N 2ND FLOOR MASTER ;I O- N 11/2" iO - m _M - - a \\-\ IaMASTER VESTIBULEI l BATH WALLS STEP M I ' =� _ N I N I I STAI HALL '" HALL - - - - - - - - -� I I i' 203 I c I I I 201 N :, M 208 2'-91/ -91/�" N c ^ BACK FROM IST FLOOR' El N r+ BENCH- C V-51/4" - -- - -' - �C �' T-1t" 1 M '-7„ ' ' I 1 1 _•-+ 1 FAMILY ROOM WALLS - �,, I I I i I ! y 112" 2 - 215A - f '- " / / I 3 4 !" - 1 4" / 3 4" N 1 ` 7 1 la lz" / 2 lz 3/' / 1z" / C - -o --- I- I 111 71�a"ARCH. ------- ----- _9114" 20- I I I - - I 1 N 8' 3'-7 3 5- 3 -611 lz 5._4 3 - 4' 3 --- E RQOM.-.-.-.- -t r Fi � I I ' i _ _ �t 7R Cl° 1/2" I' Mo M 401.3 - - - I - ----- ------, ------ ------ ------ - ------ ELEVATOR ---- 1 M LINEN 1 i I _ � Im ( ___ ___ _____ ______, N I LINEAR d I I EL ATOR r - - - ---� - I' --- -- - 1 M r - I DRAIN o - ----- ----- ------'�----- 13'-S1/2" 31/z" 6-6 j2" in 51/r' S'7rr 51/z. MEDICINE CABINET I _ ,-1 I I, OIL �'1 j ry I I 1 rN-I j 1 a 1 I ? ] 1 c I I r -- - , --- --- 1 ----- ------, ------ ----- N CLOSET Iwu N --- ----- ------ - I I I I 1 I 1 I M I I O A-303 -------------- 217 } - 1 ' 21 B WALL OF LOFT I I' �_ 1 1/2" I I I 1 1 1 1 I IFLUE-'- DASHED -1 - ( I i I DASHED LINE ; 7_7" 3112" 31-714" 3112" 1 9'-103/4" I 1 31/2" 5'-33/q" 3112" N ' 9/" 5 I 1 I I 1 I , RANGE EXHAUST FLU r, _ p 112.1 1 1 ABOVE F2 I '; - ' 1 I I I I 1 1 1 1 ; LINEAR ' I rn INDICATES STUD WALL m I l N _ 1� I I i"1 i i i M 4'-4 I I I I 1 ( I 4'-4" 3 6 4" 1/4' I N 3 1 E 1 9 1'' 401.3 BELOW - _� N N 3' /4^ .I 1 1 I 1 I I I i i i i i i i ' I i BEDROOM iv DRAIN - 1 N a, _ 51/z^ 9'-3" -I " 1 / ao I,n 1� I I I I 1 I I I I 1 I I I I I 215 1r_5n 12" 41_ I I r 1/l In .--I 1 ti .-I 1 I I I I 1 1 I I - c 1 i I 1 - - -- - --- - fV - � - � ' I I -�-1- -------- ------- - -- -- I 1 BATH ' I i ------- ------ -- --------- in I I I I I I 1 I 1 In - -- --- ----- -------------------------- --- rl _/ 219 - ,l z__ T__._.. .,_. .- _ - - I I I 0 - --------- ------- -- I - - - - ?1 M 2._ r -.c_ -..__.___._._.,.. _. __._.. .,.._.. __. _ -__ 1 I i 1 I (n 51/z" = 11'_ 1/2" = 51/2» -:-1 _ 51/z" 2'�51/z, I 5 12» 11.0„ in ---- - ----------- ---- ----- --- ---.,_. - 2 6R CLS I HIoS CLOSET , f b N `� I N N_ BATH 5uz" 13/e• - 5'41Ja" 13/ FLn ILING EAK / / I -I-I _�- I/ ------ 2 3 1 7 1 Ci ------- 112" 1/z 1/z• 1/2" 1/2" `' - - -- - - `l' ¢ 216 I Ifl` 8 H D HEIGHT M i CLOSET -�- J - - Ci -!_ - 5 6'- 1 3 13 4 5 / ` --�----------- --- i, A-302 C2 NSI . - _ 1\ ' U) ti `v _' I • N _ I A-305 2 5 .I c 12 -- I 1/l I i0 = C N / 5/" I'-61/2" 51/2' I -n - - - - _ -- --- -"' :'-1 .._ Mtn _ 2-01/2. N - 2' 111 " y -WSHP 3-_- 20 � y I 2 A- 04 A-204 5 - - - ---- ---- • 2'-91/z^ 2'091/2' -- ' 21 22 -- 23 -- 27 28 2 > 6 I 'I C5 ---- - - -- - ------ ----------------------- ------ -- + _ - ----------- C5Y. ----------- ----------------------- ----------------------- ------------ -- 51/2" 3'_ " 31/2• 11 1 I ' , %2" I I 1 51J2. -303 _ j -303 rA- 41-1 BACK STAIR II 8 4' 1 1 1 I N I I I I N ' II � II N 221 1 I IJA IO 1 I 1 I IO1 1I12'-11 2"ARCH. I' C5 _ T.O.SUBFLOOR I I I I I I I I 1 1 I m I I I 1 ,^ C5 A-304 ,,; N DN 1 N A-304 i ,y I 1 I I I I I I 1 - 4 7/8" 1 I I I I I I I I 1 01 '-Q -l 1 L I ' I I I I I I I I I I�fl 222A t. 3� L p N I 12'-2" •r•I I ^' I I • • N I � I I I r:- • C� 3/4' 3/8, ,- 3/8• 1/8,. 1/4" , I • I 1/4" '_ 1/4" ' 1/4" r_ " I I 2'- 3'-11 3 11 4'-11 3'-9 6'-10' 6'-10" 3-91/4 6-0 6 0 3-9 6 10 6'-10" T-91/4" - -- - I KNEE WALL 1 15'-01/2" 21'-21/2" 3'-101/2" 15'-11" 21'- 1Jz' 2'_2' J AT-2'-5 1/4" (CEILING BREAK 1.1y U - 1 AT-5'-7 1/4" CEILING BREAK F4 ?F1 F1 Cl F5 d, AT-5'-7 1/4" i 1 - I d A-301 A-201 401. 1/z" I 24'-1" I 51/2" ! O A-301 -401. '^ 5 ' cV OV O O - I , , O Cn O d N ( � --- -- -��� r----8' FINISH--- -- 11 N F- N I U HEADROOM 6 12/3/2020 PERMIT SET REVISION Q � ' 6" CEILING BREAK I I ROOM LABELS 1-20 / I I I 6/9/2020 PERMIT SET 1 ' 6'-0"LINE (INCLUDES REV.4 M 1/13/2020 CONTRACT SET BUBBLES) M N I I ^' REV.4:VARIOUS REVISIONS(SITE-2,SITE-5,SITE-6, Il, I I BUNK ROOM 1 I "' �, 4 1/13/2020 SITE-7,A-100,A-101,A-102,A-103,A-104,A-201,A-202,A- j 222 -� I M ;p. 1 1 I 203,A-204,A-301,A-302,A-303,A-304,A-401.1,A-401.3,A- I I 401.4,A-402.1,A-402.3,A-404.1,A-600.1,A-600.2,A-600.3, F1 v I o I o I N F1 A-801,A-802,A-803,S100,S-101,S-102,S-103,S-105,S-2, E 1 A-304 0, N I N I A-304 E-101,E-102,E-103) 09/20/2019 BID SET -� i i N DATE ISSUED FOR I'-0"LINE g Austin Patterson Disston 0 6 I (CEILING BREAK 6' apCl J6'-8" I IAT N 5'-7 1/4" ,,..-....,,---,' Architects FINISH I ! - --- -- `l 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,fax(203)254-1390 tr HEADROOM -_ , 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 O N - _ __ ♦i lc ---- N apdarchitects.com N wF3 - o o ! o� F3 A-304 2- A-304 a �4 4 CAGNAZZI RESIDENCE O ------ /i I I �\ --- -- N T�-- I N 12700 NEW SUFFOLK AVENUE,CUTCHOGUE,NEW YORK, 11935 -- --- -------- M CEILING BREAK , I I CEILING BREAK `* F, 1" 2-22" AT�Y-7 1/4" i i AT�5'-7 1/4" _ 2'-2° + "' Drawing Title: KNEE WALL KNEE WALL F, - ' 2ND FLOOR ARCHITECTURAL PLAN O "' - -- - AT-2'-5 1/4" AT-2'-5 1/4" o , 51/2 o I i 19_9„ i I o 5i12.. I I o Project No.: Project Manager: TS Drawing No: 18014 Team: DK, CB rF5A- 102 I 1 .-1 1 A-304 If I y I F5 Issued on: 12/4/2020 for ' REVIEW OWNERSHIP AND CONDITIONS OF USE: w I DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE V I f SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT j -- 10'-4" lO'-4" UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT r - - ` THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY r� _ _ __ ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN 2'-2" 2O-8" 2'-2" WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYA13LELJPON RECEIPT. THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- PAYMENT CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE G. SCALE. 1/4" - 1'-011 Fl C1 PROCEEDINTHIS NGISCOPYRIGHT. H -401.4 A-304 NOTE: DO NOT SCALE DRAWINGS 1 2 3 4 5 6 z - F4 F1 F4 F1 A-202 F5 Cl ' 1 A-301 -401. -402.5 A-301 C1 -401. A-304 l /�l FLOOR AREA: ATTIC - 1T-1 11'-7" 21'-2 2'_11/2" T-7" MEASURED 21'-23/4" 1 V-63J4" 1/z" 1/2. 10'-71/4" 10'-7 1/2" 8'-63J4" 8'-63/4" 10'-71ra.: 10'-71/4" D (r j[ = ZONE NAME AREA (so ft, ATTIC FOOTPRINT 2,515.58 OCT 1 9 2021 T-0" LINE 1,687.39 BUILDING DEPT. TOWN OF SOUTHOLD T-6" LINE 764.99 ATTIC SPACE IS A HALF STORY PER ZONING CHAPTER 280-4 A 3"DIAMETER VERTICAL RAIN BALCONY DRAIN: WATER LEADER BELOW PROVIDE OVERFLOW Cl BALCONY DRAIN: 3"DIAMETEF',VERTICAL RAIN A-303 D3 PROVIDE OVERFLOW DASHED LINES INDICATE WATER LEACER BELOW Cl ATTIC GABLE END -402.5 UNDER DECK BALCONY V-3O3 DRAINAGE METHOD ATTIC GABLE END WALL OVERHANGS DASHED LINE INDICATES WALL OVERHANGS 2ND FLOOR WALL STUD WALL BELOW - --- 2ND FLOOR WALL , AUTOMATIC FIRE SPRINKLER 317` 3 6' 315 ;•313` -- --- U, --- -- -----� --� -- SYSTEM TO BE INSTALLED AS M MIX) v ------- - _________ ___ __________ ________ +~ V v uI --------- PER SECTION R313.2 -- ---, 1 ------- ------I------ --- ---___ -------- - ----- -- ------- -- - ----- ---- -- X -- ------- ja a 16'-31/z" - 51/4" 51/Z., I. 1/r 1/4" i I I I in %o - -- -------- 7---- ----r ----- - ------ ----J J I 8'-2" N 5 5 I- --------, -- --------- = 14 A-203 12, -------- ------- ----- I I 71/4"1 ' 1n 51/2" I I 1 51/z" • 1/ I 1/4.. 3 4 -----► I 1 1 - C 1/2„ I I I N I I i rn m ' I 1 62 5 --- -9'_111/r- I 51/2" - 5'-5 8'-2" 5-5 7 11 ' m - ----- - - -- -- - 11 0 13 0� 1 , 402.5 - ----- ---- ---------rN ---( ---- I / ra 1/z" _ __' 1 �,~, C \ ; . :._ j- ' i'>� BUILT-IN CHASE I I 5 - - - --- 5 n" n, In I FOR DUCTS 1 KNEE WALL I I I SCATHED L CEILING I 6'-11/4" AT N 5'-0" I 1 t / I 31/z" - - - -� - i2'-014" - - - I - --------�- -- 1� }1/4^ -" - u1 - - - - - - -\� I I I i� A 302 I ----- ---- - - - I I I I 1/2" C I I I € 171j4" 20'-0'' / Bl 31/z" 5,_33/4" Uo1/z" KNEE WALL 33'-83/4" 5'-0"LINE �' S1/z" 3/4� I I I - 1/z" 4, 1 51/2" zo / I M AV CLOSET 6'-8" KNEE WALL ------ I - - N o 6 8 HEADROOM AT�6'-0" I`-- -----r------ M M HEADROOM I Ir -__ I I I bo I I UNFINISHED WALLS AND CEILING. 1 I ECO-STEEL CHIMNEY_I ' ' �� I EXPOSED INSULATION TO BE I I 6'-8"CEILING---/ I'6'-8" I 1 1 i I i j I 3/a COATED IN INTUMESCENT PAINT. I 2_ 1 I Cl I I IDN ICATESASHED NSTUD PIPE 2'-10 T-2" 11z HEADROOM C1 I 1 I 51/z" i c 5uz" i „e u I 1 1 -404. 1 1 WALL BELOW RANGE EXHAUST FLUE ;'� I STORAGE I ECO-STEEL A-301 ABOVE '^ I UNFINISHED WALLS AND I i 1 i C I Ln WALL BELOW- > I 1�I 301 I I CEILING. EXPOSED I u) CHIMNEY PIPE -_---- - I INSULATION TO BE COATED 15'-0"LINE WALL ABOVE 1 `- - -- - --------- - ---- - - ------------------ a I _ 1 I 1 r` 1 _ IN INTUMESCENT PAINT. ` I 1 6_21/4^ 16'-8" 10'-101/z" ii I J I z^ /� 1/z^ t I I I I I 51 - 1'-8° 5 M M I I I N f I I I CHIMNEY WALL ABOV I ATOR "' J I --- - I I - - --------- - - 1 1 ^ _ MACHINE ROOM ------ ie` e�� 1 _ CHIMN=Y WALL ABOVE I ----- _CO Un J - ' ----- - 8"CEILING---- =301B I 1 I I E5 I I IE _NV - I I, - I I I I I I A-303 III I I ; ; WS H P-5 ih v UNFINISHED WALLS AND ' I I I I� I 1 M 31/z 1'-3" -31/2„ CEILING. EXPOSED I I o - -24kRC 6-8" II -- -- J - rn 1 rh T.O.SUBFLOOR HEADROOM 6-8" KNEE WALL I _ _ ; I RICKET 1 - _INSULATION TO BE COATED-- _ i_ --- �o+ DN � _.I I KNEE WALL HEADROOM AT�6'-0" I - , 1 �rrl- --r-r----T -------- _ / IN ItJTUMESCENT PAINT. - T L - / (�/�/`�� / / 301 M~ I AT-6-1 5'-0" LINE N \ \ aw ATTIC GABLE END 7 - \ U DLl E Ju I T-0"LINE / - ------- -- - ----r N i� NFINISHEDWALLSAN WALL OVERHANGS / i "' / - '- - \ CEILING. EXPOSED 2ND FLOOR WALL I \ // WSH P-4 / I I ; , I x I I `^ I INSULATION TO BE COATED \ // ATHEDRAL CEILING 7717. Flo IN INTUMESCENT PAINT. 5 3uz g1/z" Sur _ WSHP-6 / 4^Fl �,, 151/2 5=/2-- 7-1" - - -" -112" v 1T-8 5 3'-2" I ! 2'-10 i 3'-2" 3'-10 5 11'-1 5 13' 4" 51Iz.: I \l 1T-01/4„ ^ --51/z"_ -- --`�' �zr-------- --�-i/z" I - \ _ I 16 1 . IJ1 Tn N -3 3/4" / 1/z" I -- 1/a" 1/r uz"M 1/z" M 1n" r, 3'-9" a+ 5 9-3" 5 M co / ' �, / IEn -- -- I CATHEDRAL CEILING I ,3 i i 0 1� T-0"LINE / ---- ----' I U) . N I / I N MECHANICAL \\ T-0"LINE I o I , I I ---- ----j M I 304: 3 5 ;306 30312 I N L. I it__-- ___-' i I DROPFIED CEILING: I I In r I g -- - -- -� 7-5 BETWEE I L , 21/2" I L I� OISTS L------ I N 3 3 MECHANICAL N 1 1/I N00 1 i I 304 I �, I ¢ ¢ I I F2 DASHED LINE I M I DR PPED CEILING: I I ' P-- ;;, , I I -401.3 INDICATES STUD T-5 1/2"BETWE�N JOISTS I " A 1 RANGE M , WALL BELOW ---- -- tL------- � ----. I I C jj � I EXHAUST FLUE Un I I Un I q 17 _- ,_..._-__ ----_.. _ _11_ I 1 1 ---- - - . M Un I I I rj4--- -_ _ --- --- �� I I I -- I IId t C I I I ( 1 I `1 1T-6" LINE 1 1 _. in 1 I I I , I I 15'-0"LINE--____t1" 11 Z I I I 1 bA Cl I I I tO i , ----- I 15'-0"LINE I I A-302 °' € ' InI 11�" 1 I - - - - -- - X 1 1 C1 b 5 20'-3112" 5 151/2" 20 3uz" 51/2-1 1 1 A-302 I I Mr 5'-71/4' 51/2" 8,'2„ 51/z^-\ u4" , - Y-1-V I - 5'-7 , i 63 I T-71/4' 5uz" 8'-2„ 5uz" 5'-7114" - O1 L----- - I -- ----- -------- -------� 1 -42. L-- X ---- L __ - - - J n- --- I y ' - -------- -------`-- ------- 1 N_ N_ I I _. l!1 -___ __----__- - I .I C5 :301: 3 2', :303 C5 -----1^3 M 3 8---,309;----- 1 L----- -------- --- --0 41 1 .. A-303 07; I I I I ATTIC GABLE END -303 ATTIC GABLE END 1 I I I /2ND WALL OVERHANGS WALL OVERHANGS I I I 1 FLOOR WALL OI 2ND FLOOR WALL I I I I I I I �C5 I 1 I 1 C5 - A-304 f I 1 1 N 1 1EE 1] . 11 A-304 O I I N I i i i RED ARCS' 1 1 1 �� JPS ss� Fn 1 1 I D 03 I I I I I I I I I I I 1 I 1 r (P 0 B c 2432 9T` 0� �`'I7�`N I 10'-71/4" 10'-71/4" 6-01/4" 6'-01/4„ 10'-71/4" 10'-71/4" r---- 1 r---- L7 21'-21/2" 3'-101/2" 12'-01/z" T-101/2" 21'-21/2" U F4 F1 F1 C1 F5 i I II A-301 -401.1 A-301 A-201 -401.1 f1 1 10/12/2021 REVISED PERMIT SET •.. I 1 I 1 1 I 4/28/2021 REV. 16:EXTERIOR TRIM(A-103,A-104,A-201,A-202,A- 401.1,A-401.2,A-401.3,A-401.4,A-402.4,A-402.5,A-402.7, 1 i A-402.8) I I I I o I r r 12/9/2020 A-101,A-102NA 103,A-104,A-O1,A-02,A-03 A 50 .1, { i 1 A-501.2,A-505.1,A-505.2,A-509,A-510,A-600.1) 3 I I 1 PERMIT SET - FINISH ATTIC Q i � 1 1 7/24/2020 1 1 6/9/2020 PERMIT SET o 1/13/2020 CONTRACT SET (INCLUDES IREV I I I I I ) I 1 i i REV.4:VARIOUS REVISIONS (SITE-2,SITE-5,SITE-6, d I I I 1/13/2020 SITE-7,A-100,A-I01,A-102,A-103,A-104,A-201,A-202,A- 203,A-204,A-301,A-302,A-303,A-304,A-401.1,A-401.3,A- Fl 1 1 i i 401.4,A-402.1,A-402.3,A-404.1,A-600.1,A-600.2,A-600.3, A-304 1 I I Fl A-801,A-802,A-803,S100,S-101,S-102,S-103,S-105,S-2, E U I I I I A-304 E-101,E-102,E-103) I 09/20/2019 BID SET .-•r I I I f °° DATE ISSUED FOR 00 I I I r L-I I Austin Patterson Disston O r L� N `app Architects 1 I I O 1 i 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,fax(203)254-1390 I 1 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,far(631)653-6605 I I apdarchitects.com 1 aF3 I I I F3 A-304 I i 1 , A-304 N ' CAGNAZZI RESIDENCE - 12700 NEW SUFFOLK AVENUE,CUTCHOGUE,NEW YORK, 11935 � 11 Drawing Title: N I I 1 I O j 1 ATTIC RCHITECTURAL PLAN --- Project No.: Project Manager: TS Drawing No: N � I - 1 18014 Team: DK, CB A-103 0 r, I L--- F5 L------------= --------- ------------------- - -_ � F5 ------ Q A-304 A-304 Q Issued on: 10/12/2021 for F REVISED PERMIT SET a - - - - - - - OWNERSHIPANDCONDITIONS OFUSF,: 4 DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SIIALL REMAIN TIIE PROPERTY OF T'HG Al2CIIlTGC'I'. DOCUMGN rs ARE NOT TO BE USED,IN WI IDLE OR IN PART,FOR OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES TI IAN THOSE AUTI-IORIZED BY CONTRACT WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHI I'ECI S. THE USE OF TiIIS DOCUMENT IS CONTINGENT UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENTSHALL GIVE'I'IIE ARCHITECT TIIE AUTHORI'T'Y TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY 1 - .. ._. .. RI'rING WIT[SN TEN(EO D OR _ RECEIPT. A I F SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN W I AY REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABI EUPON THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS Q ATTIC PLAN INCURRED IN THE EVENT TIIE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- cn F1 1 �Ay 1 PAYMENT. CONTRACTORS MUST CI[ECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE SCALE■ 1/ 1't - 1 t-011 WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE PROCEEDING. - ( Fl_ Cl THIS DRA)1TNG IS COPYRIGHT. -401.4 A-304 NOTE: DO NOT SCALE DRAWINGS 2 3 4 5 6 7 INSULATION R-VALUESm INSULATION TYPES: ROOF RAFTERS/CEILING R-49 CLOSED CELL BLUESTONE CHIMNEY CAP BLUESTONE CHIMNEY CAP RAL EILING R-30(500SF OR 20%) F (2)ECO-STEEL OPEN CELL WALL CONSTRUCTION: CHIMNEY CAP WALL CONSTRUCTION: EXTERIOR WALLS R-20 STONE-(TO BE DETERMINED)WITH STONE-(TO BE DETERMINED)WITH BASEMENT/CRAWLSPACE R-15 CONTINUOUS RIGID C1 GLAVANIZED METAL ADJUSTABLE KITCHEN RANGE F1 (2)ECO-STEEL LAVANIZED METAL ADJUSTABLE F4 A-304 A-301 J!", TIES @ 2 SF O.C.,STAGGERED, (INTERIOR APPLIED) (R-19 CAVITY) TIES @ 2 SF O.C.,STAGGERED, -- EXHAUST CHIMNEY PIPE A-30�) TYPICAL TYPICAL SLAB, 2FT BELOW GRADE R-10 BATT NEW WINDOWS INSULATED GLASS ------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - 39'-4 3/4 -77- 7_� HIGHEST ROOF RIDGE INSULATION FOR TYPICAL ZONES: ROOF CONSTRUCTION: ROOF CONSTRUCTIONe ROOF RAFTERS/CEILING: FOR 2x12 FRAMING, PROVIDE 4"SPRAY APPLIED EPDM,OVER ICE&WATER SHIELD, A, EPDM,OVER ICE&WATER SHIELD, CLOSED CELL FOLLOWED BY FULL DEPTH SPRAY APPLIED OPEN CELL; FOR 2x10 OVER 3/4"PLYWOOD SHEATHING E 7"SPRAY APPLIED CLOSED CELL FOLLOWED BY FULL DEPTH J Y y y J 't r111 PRESSURE TREATED RED CEDAR A SPRAY APPLIED OPEN CELL BLUESTONE CHIMNEY CAP -__ i�; SHINGLES,OVER ICE&WATER SHIELD(T MIN.AT ALL EAVES& WALL CONSTRUMON: CATHEDRAL CEILINGS/DORMERS: CAN BE REDUCED TO R-30 FOR 500SF OR 20% OVER 3/4" PLYWOOD SHEATHING VALLEYS),OVER BLUESKIN RF200, OF THE TOTAL CEILING,WHICHEVER IS LESS WHEN THERE IS NOT SUFFICIENT SPACE TO MEET R-49; FULL DEPTH SPRAY APPLIED CLOSED CELL STONE-(TO BE DETERMINED)WITH Al GLAVANIZED METAL ADJUSTABLE 1�!J02.1 TIES @ 2 SF O.C.,STAGGERED, FLOORS ABOVE UNCONDITIONED SPACE: SINGLE PASS WITH SPRAY APPLIED TYPICAL CLOSED CELL(1 1/2"-2") FOLLOWED BY FULL DEPTH SPRAY APPLIED OPEN CELL j, OR BATT INSULATION EXTERIOR 2x4 WALLS: FULL DEPTH SPRAY APPLIED CLOSED CELL T H III EXTERIOR 2x6 WALLS: SINGLE PASS WITH SPRAY APPLIED CLOSED CELL(1 1/2"- ')2 FOLLOWED BY FULL DEPTH BATT INSULATION OR FULL DEPTH SPRAY APPLIED 17 17 OPEN CELL NEW CEILING FRAMING .......... AT 6'-8" 12 INTERIOR WALLS 3"SAFE'N'SOUND STONE WOOL FIRE AND SOUNDPROOFING INSULATION AS MANUFACTURED BY ROXUL,INC. BO 00 b STORAGE AV CLOSET INTERIOR FLOORS: 6"SAFE'N'SOUND STONE WOOL FIRE AND SOUNDPROOFING BUILT-IN YANKEE GUTTER WITH INSULATION AS MANUFACTURED BY ROXUL,INC. UNFINISHED WALLS AND CEILING. 301 Z.C.C,FLASHING-TO FIT WITHIN ED�-SCD TMqJJLATION TO BE ONE COURSE OF SHINGLES EXTERIOR BASEMENT/CRAWLSPACE WALLS: 3"RIGID FULL LENGTH OF WALL OR COATED IN INTUMESurqT PAINT. FULL DEPTH SPRAY APPLIED CLOSED CELL J T.O.ATTic SUBFLOCIR UNDER BASEMENT SLAB:IN HABITABLE SPACES OR HEATED GARAGE AREA APPLY 2 - - - OL 22'-2 1/4' ......... CLOSED CELL UNDER ENTIRE SLAB AND WRAPPED UP INTERIOR OF WALLS V- Ir I ,T-a 1/2' 1'Qu wrl, 10�,,,, 4XV 2'OR APPROVED EQUIVALENT WITH T'RIGID INSULATION ;D DOUBLE WALL-SEE ACOUSTIC DETAILS /`UNFINISHED ATTIC SPACES: EXPOSED INSULATION TO HAVE INTUMESCENT PAINT�-, PAINTED TONGUE AND GROOVE PAINTED TONGUE AND GROOVE COATING SOFFIT SOFFIT WALL C WALL CONSTRUMO N INSULAnON NOTESE ALASKAN YELLOW CEDAR SHINGLES ALASKAN YELLOW CEDAR SHINGLES, NSiRUCTIQN- B OVER BLUESKIN VP100,OVER 5/8" OVER BLUESKIN VP100,OVER 5/8" 9 1. FILL ALL VOIDS OF INSULATION ZONE,TYPICAL. BEDRO COMMON ROOM MASTER BEDROOM PRESSURE TREATED RED CEDAR PLYWOOD 0 M BEDROOM PLYWOOD -SPECIFICATIONS FOR SPECIAL CONDITIONS. SHINGLES 2.SEE 212 209 202 204 3.WHERE NECESSARY TO ACHIEVE REQUIRED R-VALUES,INCREASE DEPTH OF CLOSED CELL INSULATION. PRESSURE TREATED RED CEDAR 4.THIS INFORMATION MEETS CODE FOR IBC 2015 AND IRC 2015, ..... .... i'SHINGLES -0 R 8'- R8' 12--1 1/2" T.O.2ND SUBFLOOR AT GARAGE If' ................. -7 1/8" ........................... 0 .................. ....... .......... PAINTED TONGUE AND GROOVE SOFFIT PAINTED SPACED BOARD PAINTED SPACED BOARD CEILING CEILING --PAINTED TONGUE AND .............. GROOVE SOFFIT UICTIOND z PAINTED BOARD AND BATTEN,OVER �--.SCREENED PORCH 5/4"X 4"IPE DECKING 9 15# BUILDING PAPER,OVER 5/8 OVER CONCEALED C:) 117 PLYWOOD DINING LIVING SLEEPERS&EPDM WALL CONSTRUCTION: ROOFING W/FASTENERS WALL CONSTRUCTIONO : 108 107 WALL CONSTRUCTION: STONE (TO BE DETERMINED)WITH -PAINTED BOARD AND (TO BE DETERMINED)WITH F..: ........................ ............................ ..................... T-1 STONE _­GLAVANIZED METAL ADJUSTABLE GLAVANIZED METAL ADJUSTABLE ................... .......... .......... ...... BATTEN,OVER 15# BLUESTONE PAVING OVER ISOKERN 48" TIES @ 2 SF O.C.,STAGGERED, TIES @ 2 SF O.C.,STAGGERED, BUILDING PAPER,OVER TYPICAL ...................-------------__ ...... TYPICAL MORTAR OVER CONCRET E 5/8"PLYWOOD MAGNUM(GAS) SLAB ........... - - - - - - - - - - - - - - - - - - - - - ARCH: 0" CIVIL:11.63- ARCH: -V-0" T.O.IST SUBFLOOR T.O.GA CIVIL:10 6 PAGE SLA�<\­, 7z C If C IVIL:9.38' EXISTING AVERAGE GRADE7/\\ C) > CRAWL SPACE BLUESTONE PAVING OVER MORTAR OVER CONCRETE SLAB X ARCH:CIVIL:5.71' \1y T.O.CRAWL SPACE S LAB 03 EW SECTION AT MAIN RIDGE Y >/ C1 SCALE: 1/4 l'-O" \y > ...................... ............ F1 C; C5 F1 C1 F1 C1 C5 -302 A-302 A-301 A A-304 A-302 A-301 -401.3 A-302 A- 04 39'-4 3/4" 'y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - D ROOF CONSTRUCTION6 HIGHEST ROOF RIDGE WALL CONSTRUCTION: PRESSURE TREATED RED CEDAR 00 TONE-(TO BE DETERMINED)WITH GLAVANIZED METAL ADJUSTABLE SHINGLES,OVER ICE&WATER SHIELD(T MIN.AT ALL EAVES& TIES @ 2 SF O,C.,STAGGERED, VALLEYS),OVER BLUESKIN RF200, TYPICAL 12" OVER 3/4"PLYWOOD SHEATHING 1P 11 2L" I , 11 , ; .11 I/—,_. I , - - -1 . � �;, � >. 329, OF Nt\ ROOF CONSTRUCTION D ROIDECID IONR OF NO EPDM,OVER ICE&WATER SHIELD, EPDM,OVER ICE&WATER SHIELD, OVER 3/4"PLYWOOD SHEATHING OVER 3/4"PLYWOOD SHEATHING U ........ ........... 00 1 4:12 SLOP .... .... . 114:12 SLOPE NEW CEILING FRAMING 10/12/2021 REVISED PERMIT SET AT 6'-8" .......... ................... REV. 12:TRANSOMS,COLUMN DETAILS,REVISED 2/25/2021 29'-7 3/4",:� ............... .......... ................................ -- - -------- ----------- .... ...... /1\2 TED CEILING PLANS(A-10 1,A- RIDGE 201,A-202,A-203,A-301,A-302,A-303,A-402.6,A-800,A- ....... ......... T.O.ROOF U ROOF CONSTRUCTION: ....... -802,A-803,E-101,E-102,E-103) 801,A Z.C.C. SOLDERED FLAT SEAM ROOF, LI N ALIGN ........ REVISED ENTRY,DETAIL DIMENSIONS(A-201, REV 8 WALL CONSTRUCTION8 OVER METAL UNDERLAYMENT,OVER 1/25/2021 _204,A-301,A-302,A-303,A-304,A-305,A-401.1,A-401.2, PLYWOOD SHEATHING 12" A8 ALASKAN YELLOW CEDAR SHINGLES, .......... U 3/4' A A-401.3,A-401.4,A-402.4,A-402.5,A-402.7,A-402.8,A- ...... 404.1,A-404.2) OVER BLUESKIN VP100,OVER 5/8"PLYWOOD STORAGE ... .... ROOF CONSTRUCTION2 ..............PRESSURE TREATED RED CEDAR 301 SHINGLES,OVER ICE&WATER 7/24/2020 PERMIT SET FINISH ATTIC SHIELD(T MIN.AT ALL EAVES& UNFINISHED WALLS AND CEILING. 4 VALLEYS),OVER BLUESKIN RF200, EXPOSED INSULATION TO BE 6/9/2020 OVER 3/4"PLYWOOD SHEATHING PERMIT SET T. . ..... COATED IN INTUMESCENT PAIN 22'-2 1/4" > (INCLUDES REV.4 22'-2 1/4" 1/13/2020 CONTRACT SET T.O.ATTIC SUBFLOCIR - - - - - - - - - - - - - - - 1/13/2020 .......--- PLANS ............ . . ...... 4 SITE-7,A-100 A-101,A-102,A-103,A-104,A-201,A-202,A- + r -204,A-301,A-302,A-303,A-304,A-401.1,A-401.3,A- 203,A 401.4,A402.1,A-402.3,A-404.1,A-600.1,A-600.2,A-600.3, ........................ ........ A-801,A-802,A-803,S100,S-101,S-102,S-1035 S-105,S-2, PAINTED TONGUE AND GROOVE PAINTED TONGUE AND GROOVE E-101,E-1025 E-103) SOFFIT SOFFIT REV.3:POOL FENCE,GUTTERS,ADDITIONAL NOTES 2019 104,A-20 1,A-202,A-203,A-204,A-30 1,A-3 02,A- (F03,A . ............ N N 5/4"X 4"IPE DECKING OVER E 303,A-304,A-305,A-401.1,A401.2,A-401.3,A-401.4,A- cli CONCEALED SLEEPERS&EPDM 9 COMMON ROOM STAIR HALL PR 402.1,A-402.2,A-402.3,A-402.4,A-402.5) ESSURE TREATED RED CEDAR MASTER BATH SHINGLES 202 201 205 U 09/20 019 BID SET /2 ...................................... PRESSURE TREATED RED CEDAR ........ ................. 11 i : . DATE ISSUED FOR . ............. SHINGLES ................. 00 011 R T-O" _RT ----------- R 8'-0" 00 11--7 1/8" 11'-7 1/8" Austin Patterson Disston .......... . ......... ............ . ................. ....... . .... T.O.2ND SUBFLOOR .............. .............. .......... .......................................... ................... ..... ....... ................................. .................... apd T.O.2ND SUBFLOOR A.,rchitects, .......... . ................................. 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,fax(203)254-1390 PAINTED TONGUE AND GROOVE 44 Quogue Street,PO Box 1707,Quoguc,NY 11959(631)653-1481,fax(631)653-6605 SOFFIT apdarcliitects.corn .................................................. WALL CONSTRUCTION6 WALL ALASKAN YELLOW CEDAR SHINGLES, x�/ALASKAN YELLOW CEDAR SHINGLES, 7 OVER BLUESKIN VP100,OVER 5/8" BLUESKIN VP100,OVER 5/8" PAINTED SPACED BOARD CEILING z PLYWOOD 'OOD X BALCONY DRAIN:3" DIAMETER VERTICAL DRAIN PIPE CAGNAZZI RESIDENCE 12700 NEW SUFFOLK AVENUE,CUTCHOGUE,NEW YORK, 1193 5 LIVING STAIR HALL CONCEALED IN COLUMN BELOW;TO WALL CON TRUMON', FAMILY MOM BE CONNECTED TO STORM WATER LL CON TRUCTION: N Drawing Title: \STONE-(TO BE DETERMINED)WITH 105 107 106 STONE-(TO BE DETERMINED)WITH A MANAGEMENT SYSTEM LAVANIZED METAL ADJUSTABLE LAVANIZED METAL ADJUSTABLE -'�IES @ 2 SF O.C.,STAGGERED, SECTIONS TYPICAL TIES @ 2 SF O.C.,STAGGERED, BLUESTONE PAVING OVER MORTARK", OVER CONCRETE.SLAB .......... ...................... ......................... ... Project No.: Project Manager: TS Drawing No: ARCH: O" ............ CIVIL:11.6 3- 18014 Team: DK, C13 CIVIL:11.63' .. ................ T.O. IST SUBIFLOOR ...... 4 A-301 T.O.IST SLIBIFLOOR z ARCH: ARCH: -2'-3" Issued o n: 10/12/2021 for L CIVIL:9. EXISTING AVERAGE GRAI F CIVI :9.38' EXISTING AVERAGE GRADE CRAWL SPACE REVISED PERMIT SET CRAWL SPACE >/ OWNERSHIPAND CONDITIONS OF USE: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. DOCUMrNTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER ARCH: -T-1 ARCH: -5' 11" -S OR BY ANY OTHER PARTIESTHAN THOSE AUTHORIZE 13Y CONTRACT WFI HOUT THE PROJECTS OR PURPOSE CIVIL:5.- CIVIL:5.71' UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYM ENT SI IALL GIVE THE ARCI HTFCT T.O.CRAWL SPACE S T.O.CRAWL SPACE SLAB THE AUTHORITY 10 BAR DOCUNIENr USE BY ANY AND ALL PARTIES. IF THE OWNER DISPUT S ANY ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THATTHE OWNER ADVISE THE ARCHITECT IN 'ED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. qG WITHIN TEN(10)DAYS. REMAINING,UNDISPUI THE OWNFR SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- /< �CK ALL DIM -ORF, PAYME T. CONTRACTORS MUST CIIF ENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BF NS SECTION AT DORMERS F4 NS SECTION AT MASTER BATH WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCIIITECT BEF F1PROCEEDING. SCALE: 1/4" 1'-011 SCALE: 1/4 1'-011 TIBS DRAWING IS COPYRIGHT. F T _ ' ��T A 301 NE C _,�ILING FRAMING AT=6 NOTE: DO NOT SCALE DRAWINGS 1 2 3 4 5 6 7 INSULATION R-VALUES: INSULATION TYPES: - ROOF RAFTERS/CEILING R-49 CLOSED CELL CATHEDRAL CEILING R-30(500SF OR 20%) FLOORS @ UNCOND. R-30 OPEN CELL EXTERIOR WALLS R-20 F4 A-301 F1 � F5 Cl B(INTERIORC PVLI DPACE R-15 CONTINUOUS/ -401. -401. A-304 RIGID ' R-19 CAVITY SLAB, 2FT BELOW GRADE R-10 „J,,', BATT 39'-4 3/4",� NEW WINDOWS INSULATED GLASS HIGHEST ROOF RIDGE WALL CONSTRUCTION: : STONE-(TO BE DETERMINED)WITH _ - _ INSULATION FOR TYPICAL ZONES: GLAVANIZED METAL ADJUSTABLE TIES @ 2 SF O.C.,STAGGERED, R 2x12 FRAMING, PROVIDE 4"SPRAY APPLIED TYPICAL - _.. CLOSED CELL FOLLOWED BY FULL DEPTH SPRAY APPLIED OPEN CELL; FOR 2x10 ti FRAMING, PR Y APPLIED CLOSED CELL FOLLOWED BY FULL DEPTH FRAM , PROVIDE 7"SPRAY SPRAY APPLIED OPEN CELL A 33'-10 1/4" CATHEDRAL CEILINGS DORMERS: CAN TO R-30 FOR 500SF OR 20% - - - - - = - - = - - - - - - -- - - - - - - - - - - - - - - - - - - - - - _ ....._..__ .............-'- --.......--"--'- -......._. .- CEILING,WH SUFFICIENT T.O.ROOF RIDGE _ -.--- — - —.- - - 1 PACE TO MEET - - -' WHICHEVER IS LESS WHEN THERE IS NO ,- S R 49; FULL DEPTH SPRAY APPLIED CLOSED CELL FRAME CEIING IN MECHANICAL , SPACE - " ; FLOORS ABOVE UNCONDITIONED SPACE: SINGLE PASS WITH SPRAY APPLIED S, MUS E BE LESS THAT 7 6 „ FROM TOP OF FLOOR JOISTS TOr•J,/ ;::=; _ =;:r ' - LL(1 1/2'-2 )FOLLOWED BY FULL DEPTH SPRAY APPLIED OPEN CELL - J- rc' - UNDERSIDE OF STRUCTURE �a.y . - -- .• _ _ _ _ -- .-. '\ - .,, R BATT INSULATION ROOF CONSTRUCTION: - _ _ .. . —. —_ ..— -----,_.—..,.,— _._—_ .—_._._—_ :;.,I• EXTERIOR 2x4 WALLS: FULL DEPTH SPRAY APPLIED CLOSED CELL Z C.C. SOLDERED FLAT SEAM ROOF, OVER METAL UNDERLAYMENT,OVER EXTERIOR 2x6 WALLS: SINGLE PASS WITH SPRAY APPLIED CLOSED CELL 1 1/2% 3/4 2 - 3/4 PLYWOOD SHEATHING - 2 )FOLLOWED BY FULL DEPTH BATT INSULATION OR FULL DEPTH SPRAY APPLIED ROOF CONSTRUCTION: - r.n,Yz w. - .. PRESSURE TREATED RED CEDAR \ ,<':.i:' - - :.. ._. PE E L ON SHINGLES,OVER ICE&WATER - 12". I - � ;},.,; - -- � INTERIOR WALLS. 3 SAFE N SOUND STONE WOOL FIRE AND SOUNDPROOFING SHIELD(3'MIN.AT ALL EAVES& _ MECHANICAL = - _ _ /._.,. M _ — _ — _ _ _ — _ — _ — _ — _ — _ — _ — _ INSULATION AS MANUFACTURED BYROXUL,INC. VALLEYS),OVER BLUESKIN RF200, _r,,,. -+ .._.- _-_-.__ _ -.,._.._ . ..__. _.__ , �7 MECHANICAL : ~V -'•7,: a- 303 26' 1 1/2' - 304 - 7,'".J" '.,�. - - —�T.O.ROOFRIDGEOVER 3/4"PLYWOOD SHEATHING _ } - / G / _ INTERIOR FLOORS: 6"SAFE'N'SOUND STONE WOOL FIRE AND SOUNDPROOFING - ' I _ WITHIN -_. .. _. .. INSULATION AS MANUFACTURED BY ROXUL,INC. UNFINISHED WALLS AND CEILING. -_ -- C.C. FLASHING�v BUILT-IN TGUTTER IT � r,r; UNFINISHED WALLS AND CEILING. 12" EXPOSED INSULATION TO BE ONE COURSE OF SHINGLES ✓' '' _ J;, EXPOSED INSULATION TO BE _ _._. ,}' (�I =,; rV EXTERIOR BASEMENT/CRAWLSPACE WALLS: 3" RIGID FULL LENGTH OF WALL OR _. �+� OA _ OA FULL DEPTH SPRAY APPLIED CLOSED CELL - . . COATED CITE DIN INTUMESCENT PAINT �\, - . J DIN INTUMESCENT PAINT T. ATTIC _ 0 C SUBFLOOR I / I • -- -- ,..•- :`7.�';_t '>'r`:'. `� ' )'f'•,!Y', ' i)"r)^` ,^P'!' �rl':,' `';,• )'l;Y r�:r,"::'A.r. .;;;:;_'� `:,C):r:%'r: ABLE SPACES OR HEATED GARAGE AREA APPLY 2 RE SLAB AND WRAPPED UP INTERIOR OF WALLS 1'- .... '- UNDER BASEMENT SLAB. IN HA /OR APPROVED EQUIVALENT WITH 3"RIGID INSULATION , - Y PRESSURE TREATED RED CEDAR EXPOSEDON TO HAVE INTUMESCENT PAIN LES,OVER D p -_... SHIELD T MIN R T ELL EAVES R PAINTE TONGUE AN GROOVE SUPPLY DUCTS TO BE RESOLVED, i COATING� A A S& j SOFFIT _ _' LIGHTS ARE CENTERED ON WINDOWS VALLEYS),OVER BLUESKIN RF200, l ; SPACE (SEE PLAN) i OVER 3/4"PLYWOOD SHEATHING r. ACCORDINGLY FOR LIGHTSROOF AND -. i, - t i HER CLOSET HIS CLOSET orn r" ! "; 1. FILL ALL VOIDS OF INSULATION ZONE,TYPICAL. '.. t - � '• � , ,_. BE 2. SEE SPECIFICATIONS FOR SPECIAL CONDITIONS. ., DRO ATH _ - 206 207 - 215 6216 BATH ! I_ 218 2 ; " _ 3.WHERE NECESSARY TO ACHIEVE REQUIRED R-VALUES,INCREASE DEPTH OF ', ' r i;:� -';"r ;C ,- �! CLOSED CELL INSULATION. PRESSURE TREATED RED CEDAR - - - - - ,r,a ,; z „r,a ;a 4.THIS INFORMATION MEETS CODE FOR IBC 2015 AND IRC 2015. PRESSURE TREATED ALASKAN YELLOW ;' ., "J,(: i_r;'• ,,;'•J, SHINGLES " D , ,^ �i RE CEDAR SHINGLES CEDAR SHINGLES ' : - >, A, 12" ^ _. 11'-7 1/8" _ R 7, 0„ , co • T.O.2ND SUBFLOOR� -17 - n..:_ s. , -,'- '' .. .'.n'i.• ... -_ .,_ i.l'.,, ... , 'l.). .. �. �.il. ' l ., 1.( n- n �-l.J.` !l .{i ,. , '(1.1.1. .. 't.l.!. !l'l' ., ( l.l_:..!_'. .�. i i,.{ l'.,...A :").1., ..,{ ,{ i.i.l;•{. {={.'i"J. l,: , ,.J.,l'.{ � !1,:.t - i WALL CONSTRUCTION: ALASKAN YELLOW CEDAR SHINGLES, OVER BLUESKIN VP100,OVER 5/8" ' PLYWOOD • t' f ;CLOSET - ENTRY KITCHEN PANTRY MUDROOM ! LAUNDRY WALL CONSTRUCTION: § a f !, STONE-(TO BE DETERMINED)WITH 102 101 109 111 113 114 GLAVANIZED METAL ADJUSTABLE _... t TIES @ 2 SF O.C.,STAGGERED, a_. TYPICAL _ - _ _ x'. ! ._. - - ,. _ fI. r: f I }: - - -- - •• BELOW COUNTER OVEN ARCH. 0 J - CIVIL:11.63' ,- _. T,0.IST SUBFL OR 0 - /\\ ARCH: -2'-3" / \-// - - - — - — - — - — - — - — - — - — - — - — - — - — - - - — - — - — - — - — - — - - - — -—- — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — -— - —- — - - - - — - — - — - — - — - — - — C \. \. '\ • / / CIVIL:9.38' � � ,'' "\ EXISTING AVERAGE GRADE CRAWL SPACE \ >' \ \; j % CRAWL SPACE \ \\ \// CIVIL:5.71' �` \ \ CELLAR \\ \\ \ / \ T.O.CRAWL SPACE SLAB / \ / , \ \ \\ / \ / \ �' ` b... / \ \ ' / / /\ CIS EW SECTION AT FRONT GABLES ARCH: -9'-0., 3c, SCALE. /`T 11 \' \\%j \\ \\ \/ \ /T.O.CELLAR SLAB O \ U N NF1 r1F1 o -401. A- 01 -401. �\S�ERED qac mak.�JPR • ors iJ, .-r 1 NO N� 0 7 N X4328 N ROOF CONSTRUCTION: NEW D EPDM,OVER ICE&WATER SHIELD, cd 33'-10 1/4" _ — _ — _ — _ — OVER 3/4" PLYWOOD SHEATHING �I T.O.ROOF RIDGE - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - • 12" 12" • N }- 00 �., 10/12/2021 RMIT SET a� "c REV. 12:TRANSOMS COLUMN DETAILS REVISED 2/25/2021 ROOF CONSTRUCTION: ELECTRICAL,REFLECTED CEILING PLANS A-101 A- ...,J 1 „- • ,. t -,- PRESSURE TREATED RED CEDAR C- 1. l J •1. 201 A-202 A-20 A- 1 z 3 30 A-302 A- -4 303 A 02.6 A- U "/ 800 A- ''T `r SHIN LE OVER I i 'T "r- ''r G S 0 ICE&WATER 't.r` J , �: .-E7' E. Y' ,..�. ..''� - - ,A-803,E 101,E-102 E-103 Q ROOF CONSTRUCTION: � r- ''i)'`i):',,'r''.�,',i;;`,�ilil,i,"i O `,t'i:"):`iY " -,'?, l 'J;•r,-,� 80 802 ) PRESSURE TREATED RED CEDAR VALLEYS),OVER BLUESKIN RF200, REV.8:REVISED ENTRY,DETAIL DIMENSIONS(A-201, i' NEW CEILING FRAMING (, -' - _ OVER 3/4"PLYWOOD SHEATHING 8 1/25/2021 A_204 A-301 A-302 A-303 A-304 A- 05 A-4 L) SHINGLES,OVER ICE&WATER 12 AT 6-8 12 / 3 O1 1,A-401.2, ?' -J - 01.4,A-402.4,A-402.5,A-402.7,A-402.8,A- SHIELD(3'MIN.AT ALL EAVES& 1 3 A-4 A 40 VALLEYS),OVER BLUESKIN RF200, co 2) 1,A i' OVER 3/4"PLYWOOD SHEATHING _ _ ____ _ , .;. STORAGE , _ `° i 7/24/2020 PERMIT SET FINISH ATTIC A 301 I' UNFINISHED WALLS ANC CEILING. v`` BUILT-IN YANKEE GUTTER WITH V CLOSET EXPOSED IN _ \ :z Z.C.C. FLASHING-TO FIT WITHIN pA \ t OS INSULATION TO BE 6/9/2020PERMIT SET .. COATED IN INTUMESCENT PAINT. 'r ONE COURSE OF SHINGLES INCLUDES REV - — - — - — - — - — - — - CANTILEVERED BEAMS TO SUPPORT _ _ _ _- -- — - - ( 03 T.O.ATTIC BFL R 0 CSU 00 � 1/13/2020 CONTRACT SET BUBBLES) Y CG LE SEE {'.)' �)'(i'i)u`- u" ')"' ^( STRUCTURAL i � :') '`i)"i "ii'1• .. ) c )" "i Y ' ,.t l`1 't)" ),` ),.� .i�.{ „i; ;, _. ,.i S' Y` .,' -.. : . .'. :: .. .. ^.• ., . "i)�i, + PLANS __ 1/13/2020 _ REV 4 VARIOUS REVISIONS (SIT E-2,S 1r 2 SITE 5 SITE-6, SITE 7 A 100 A 101 A-102, \ 202,A '4A-]03 A 104 A 201 A r W _..., ,..,..-______..,M__ ..._____._. ___.__._-._._...___ .__ . 203,A-204,A-301,A-302,A-303,A-304,A-401.1,A-401.3,A- .....O � DOUBLE WALL SEE _. .. _ _ ... ..................... .. ...... . . _............•--r.........._.......... .......�.... _ACOUSTIC DETAILS ...___. p 40 4,A-402.1,A-402.3,A-404.1,A-600.1,A-600.2,A-600.3, -,, _.. ._ 10 ]0 O PAINTED TONGUE AND GROOVE -801,A-802,A-803,S 0,S- 1,S-102,S-103,S-105,S-2, \ {. TONGUE AND GROOVE SOFFIT :.. E-101,E-102,E-103) a _ SOFFIT PAINTED WALL CONSTRUCTION. / s- REV 3 POOL FENCE,GUTTERS,ADDITIONAL NOTES \ WALL CONSTRUCTION: 10/16/2019 F03 A-104 A-201 -2 2 - N ALASKAN YELLOW CEDAR SHINGLES, /3\ ( ,A 0 ,A 203,A-204,A-301,A-302,A- N „ SHINGLES, 303 A-304 A-305 A-401.1 A-401.2 A-401.3 A-401.4, - E OVER BLUESKIN VP100,OVER 5/8 _ 0 `o PLYWOOD MASTER BEDROOM > ; KIN V VP100, 5/8 402.1 A-402.2 A-402.3 A-402.4 A-402.5 - LASKAN Y t� COMMON ROOM - BEDROOM BEDROOM PVYwooDEs ) ' A 204 -.. 202 09/20/2019 - - BID SET ;..... _,......... @ TREATED RED CEDAR t , E SHINGLES - PRESSURE TREATED RED CEDAR I o , '--__ � , _ ... � DATE ISSUED FOR Oo SHINGLES -----— R8-0 T _.. .. . .... . .. .. .. ................... , t. �. 11'-718" _ sten Patterson Disston , T.O.2 SU FLOOR - �a d , 1 17 p .. ..... ....... ... .... . . ...._ . .... _ c �i�ec�`s PAINTED TONGUE AND GROOVE 376 Pe not Avenue PO Box 61 Southport,CT 06890 203 255-4031 ax 203 254-1390 SOFFIT i' I PAINTED SPACED 0 -' • -- - •_ , ;; ,, 44 uo ue Street PO Box 1707 uo ue NY 11959 631 653-1481,fax 6 I - ,..., ,.. .. •........, .. .. ....., .' .... .. .. . . ...... ... _ ,i' I - Q P , ,Q P , ( ) ,.f � 3 )653 6605 R� ( BOARD CEILING ....... I I alchltut5 c om (s l 1 PAINTED SPACED BOARD CEILING .\Y '\ \ \ : : , .,/ ., .,• • , " •, „ � �/ ;: �• •rte' -�... \ / aid \ ' ;�V\, ^ ��•, : PAINTED TONGUE AND GROOVE- , SOFFIT O \ ' � A AZ C GN ZI RESIDENCE ter• /' v• x' \ „ : :\ / 4 IPE DECKING OVER N < o�, ,. x 12700 NEW SUFFOLK AVENUE,CUTCHOGUE,NEW YORK, 11935 '" \ LIVING ONCEALED SLEEPERS&EPDM \/�( \ ,\ / •, .� -;� � DINING � SCREENED PORCH - \�:' I ROOFING W FASTENERS WALL CONSTRUCTION: v / 107 108 / \ F i a'.'•' I \� 117 WALL CONSTRUCTION: �� /, / r DrawingTitle: STONE TO BE DETERMINED WITH ' ,-/`:� ... .. .:.... ..-:.- :-..:.. . _.._ �;'/`.' _ �\X",: ''� STONE- TO BE DETERMINED WITH „ \ / \ / ( ) r, GLAVANIZED METAL ADJUSTABLE GLAVANIZED METAL ADJUSTABLE SECTIONS TIES 2 SF O.C. STAGGERED / v @ `' •,^ \,. , TIES @ 2 SF O.C. STAGGERED o ;. ;. ;, 1, \'"- '� /\'\� �BLU ONE PAVING OVER MORTAR TYPICAL \, \. .� / , ,,,. • •', ,\ ',.�'� \` ' ,_/ - I \��" \\•�� \r\, S ION \�� " ' TYPICAL � � �, y\ ! ,•, ./, \. ;\,✓ \, {, ✓ ^ ' /' ;':\ OVER CONCRETE SLAB \ / y``' jY \ Pro ect No. Pr 'ect ana er c•1 ,," ,,� x, � ;' \ \; � o M TS DrawingNo: x 'r- ARCH. 0 -77 \" < x ,'� ,l':- :•/` k ,`X=' / •� �'.. >!\C f '\ •/` O CIVIL. 11.63 - r 18014 Team: DK, CB - -I - — - — ---- — - /. - , - r , T.O.1ST SUBFLOOR - - / 7 0 ARCH: -2'-3" ,' \/ \ �/ \ /\\ �. �\, \ _i, \ \ ,�\ \ \\ . \ \\ "��> \ `\. �\ /\. `\. \, / � / \\ - i \\ ; \ ` \• \ \ / \ \ \ �/ \\� �` ' Issued on: 10/12/2021 for F Q CIVIL:9.38' \ , \. \'" \ \" \� \ \/ \`. (S� EXISTING AVERAGE GRADS / \� \\��./' �\ \ \\ )' \/ \ '\\ \ \•, \1 \\ ��" r REVISED PERMIT SET BLUESTONE PAVING OVER MORTAR'. CRAWL SPACE �' \ .. OVER CONCRETE SLAB b . \ \ \ \:' \` \\ ��; \ \ . . .? . . .` / \ . '\ \ : \ \, "\ /, \' ,. - ,� ✓ '\\, \\� '\\ \ \ \\ �. ,\�\/ / .. •. OWNERSHIPAND CONDITIONS OF USE: �' \ - \� ' \'/ \ ,• , DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN ARCH: -5'-11" / t /\ \— _\—\ —\_ — — - —_ \ / \_ \ \ / \ \ \ \ \ THE PROPERTY 01'11IB ARCIirfPCT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER \�' ..-.\�•— \ /' \ ,-' \\ '� \" \%' / ' \'•' \ PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE CIVIL:5.71' SPECIFIC WRITTEN AUTHORIZATIONOF THE ARCHI'FECFS. THE USE OFT]IIS DOCUMENT IS CONTINGENT UPON PAYMENT TO THE ARCHITF-CT FOR SERVICES RENDERED. NON-PAYMENTSIIALL GIVE TIIE ARCHITECT H T.O.CRAWL SPACE SLAB \ \ \ \. \, ;`\ \ / \ , \ \ / \. \•• / \ \ \ \ \� b. ', \.` \ \ \' /�/. / \ \ ,' /\. /'� ,\, \ \ "\ / \ '� "\ \ \ \, \ / :\, \ "\ \ 'b• l / \ , THE AUTHORITY TO BAR DOCUMENT' USE BY ANY AND ALL PARTIES 1F THE OWNER DISPUTES ANY - / \�\' - l \ \ \ � \ ': \ • \/ \ \ \/ '\ ARCHITECT'S STATEMENTS FOR SERVICES,IT]S REQUIRED THAT II \• \ \ .\ ., '\ \, \ /\' /, � \% \, � :\ / 7" �. \ \ \• ,''. \' \ /. ' \' \-' S QU T E OWNER ADVISE TI IE ARCHITECT IN /�/,(\` /\ �\/ ,\ \ / \ •''�' \ \, \ \ / ,'' ,`, \'• , \' \ \'' \' \-.'. \ \ WRITING W I THIN TEN 10 DAYS. REMAINING UNDISPUTED PORTIONS ARE DU•AND B •� \ ,, \ � .\' \ \ - \' \ �. \ , /v/� ( 1 E C A PAYA LEUPON RECEIPT. �' \ �' \: `\� \ ,, \ � \" \ ,`\/' \ F' ,\- \.,, / \ "\,/ , \ '\\ '\� \/, \. \ ,, \ \ ,•\ \ / \ , \ ,•�- ,,\ '\ /, \ ,'\ / THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS ,.\ ;• �' \ \ \ \ /\, ^\, �, \ ,_ � ." INCURRED IN THE EVENT TIIE ARCHITECT EXERCISES THE RIGIiT 'I'O BAR DOCUMENT USE FOR NON- ' `' � \`' � \ \�' \ \ � � \ \- / \ '' `'\ PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE QOF1EW SECTION AT REAR GABLES \ . /\\ /� �, �" \. \ , � \' \ \, \ \ \ , \, • '\.• \ `.' • / \ < \, \ , \ WORKED FROM. DISC'KBPANCIES bIUST BE RF•,PORTED IMM1IEDIATELY TO THE ARCHITECT BBPORE COO \ \ / \ /" \` \\' \ , \\ / \ . \ \\. \ \\ \\. , - \ :\\ \\\ \ /� ' �\ \r \ / \ \ \ y \ \\\\ / PROCEEDING SCALE: 1 4 1'-011 W / -\\ J� / \ \y \ \ \' \� \ \ .'\\" '\� \ /. - \ ,<, ,, ,\ \. ,`\)" \ / \ � /" \.- \ \ / /•`� .' \- \.• \ .\ ,'. \ '\ '" \ / THIS DRAWING IS COPYRIGHT. NOTE. DO NOT SCALE DRAWINGS 1 2 3 4 5 6 7 GENERAL ARC, kL NOTES: F4 F1 F4 F1 A-202 F5 C1 A-301 401. -402.5 A-301 Cl -401. A-304 1. REFER TO ALL APPLICABLE NOTATIONS ON ALL PLANS,ELEVATIONS,SECTIONS, / AND DETAILS,TYPICAL ALL DRAWINGS. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE LIGHTING, SECURITY CONTROLS,HVAC DUCTWORK AND GRILLES WITH FRAMING.SEE ELECTRICAL,SECURITY,HVAC,AND INTERIOR ELEVATION DRAWINGS FOR D1 LOCATIONS. 1 402' . ASSUMED SOIL BEARING CAPACITY 2 TONS/SQ. FT.SUBJECT TO INSPECTION AND VERIFICATION BY SOIL ENGINEER AND OR LOCAL AUTHORITY. a 4. NEW CONSTRUCTION/FOUNDATION TO BE STAKED OUT AND ALL REQUIRED BUILDING DIMENSIONS AND SETBACKS ARE TO BE FIELD VERIFIED AND APPROVED BY A LICENSED SURVEYOR PRIOR TO THE COMMENCEMENT OF ANY ° AND ALL CONSTRUCTION. A ALL STEEL,INCLUDING COLUMNS,BEAMS,LINTELS,ETC,IN CONTACT WITH ° ° ° MASONRY,TO BE COVERED WITH GCP PERM-A-BARRIER WALL MEMBRANE. I ° Cl ALL STEEL TO RECEIVE TWO SHOP COATS TNEMEC RUST RESISTANT PAINT AND I ° Cl A-303 SLAB ON GRADE ONE FIELD COAT TOUCH UP,TYPICAL. A-303 7. • D I ALL STEEL LINTELS AND OR ANGLES TO BE GALVANIZED STEEL,TYPICAL. v I S. GENERAL CONTRACTOR TO PROVIDE PIPING POCKETS AND 4"AND 6"DIAMETER v ° SLEEVES BELOW SLABS AND IN FOUNDATION WALLS FOR DRAINAGE,SEPTIC, PLUMBING, ELECTRICAL,WATER,ETC.TYPICAL. REVIEW WITH ARCHITECT AND D2 ALL SUB-CONTRACTORS FOR NUMBER AND REQUIREMENTS PRIOR TO POCKET 402' AND SLEEVE INSTALLATION AT CONCRETE WALL AND SLAB POURS. D ALL SLEEPING ROOMS TO HAVE AT LEAST ONE EGRESS WINDOW: ° D D -SILL HEIGHT 44"ABOVE FINISH FLOOR,MAXIMUM d -NET CLEAR OPENING=5.7 SQUARE FEET D -NET CLEAR HEIGHT= 24"MINIMUM -NET CLEAR WIDTH= 20"MINIMUM SLAB ON GRADE 10.STAIR CONSTRUCTION TO COMPLY WITH THE FOLLOWING: 402• D d -RISER:4"MINIMUM,8 1/4"MAXIMUM SLAB ON GRADE -TREAD: 9"MINIMUM RISER FACE TO RISER FACE "Fl -HANDRAIL HEIGHT:34"MINIMUM,38"MAXIMUM ° I A-302 Fl -GUARDRAIL: 36"MINIMUM HEIGHT w/4"MAXIMUM ON CENTER SPACING. v i c DA-302 ° 11.HARD WIRED SMOKE DETECTORS WITH BATTERY BACK-UP SHALL BE LISTED BY AN APPROVED AGENGY AND SHALL BE INSTALLED AS FOLLOWS: Fl I D -IN ALL BEDROOMS HALLWAYS - I -AT THE TOP FRONT OP OF ALFLIGHHTS OF STAIRS AT EACH FLOOR D C4 l ° ° -402• I I i p F1 D 12.HARDWIRED CARBON MONOXIDE DETECTORS WITH BATTERY BACK-UP TO BE C, X04 INSTALLED OUTSIDE OF EACH SLEEPING AREA. CARBON MONOXIDE DETECTORS B n SHALL BE LISTED BY AN APPROVED AGENCY. D —— — — — — — —— — ——— — _` A-301 ° ° ° p I p p A 301 13.ALL DIMENSIONS ARE SHOWN TO ROUGH FRAMING,NOT FINISHED,UNLESS ° I 11NSCU= WSCU-4 D OTHERWISE NOTED. DIMENSIONS AT UNDISTURBED EXISTING AREAS ARE TO D EXISTING FINISHES. ° p ° I D 14.PROVIDE GCP PERM-A-BARRIER WATERPROOFING SYSTEM WITH 2"OWENS ° a ° ° ° I ° a ° ° D c ° p CORNING RIGID INSULATION PROTECTION BOARD AT FOUNDATION WALL ° PERIMETER FROM TOP OF FOOTING TO BOTTOM OF WOOD FRAMING AT ALL ° t, FOUNDATION WALL EXTERIORS,TYPICAL. ———— ' v I _ WSCU-5 / N ° p — —•— — — — — — — — — — — — — — — — — — — — — — — —.—.—.—.—. _ ° ° l ° 15.PROVIDE I/2"REMOLDED FILLER JOINT WITH CAULKING AT ENTIRE PERIMETER I ' 10'-03/4" 10'-11/2" 10'-11/2" 10'-41/2" 91-111/4" - - - - - - - - - - J OF SLAB,TYPICAL. I UMP PUMP ° 16.PROVIDE A 6"MIN. FOOTING EXTENSION AROUND FOUNDATION WALLS,TYPICAL. I \ SUMP PUM ° p I WSCU-6 17.PROVIDE A 1'-0" MIN. FOOTING EXTENSION AROUND FIREPLACE FOUNDATIONS, o ° / TYPICAL. a 9 I v ' I ° [:IW/C\-,\ ,' 18.MAINTAIN A MINIMUM OF 6"FROM TOP OF FOUNDATION WALL TO FINISH I o r- - - -- - - -- I — - — `� / ° ° GRADE. NOTIFY ARCHITECT IF A DISCREPANCY OCCURS. N i \ , D 19.PROVIDE CONCRETE HARDENER FOR CONCRETE GARAGE SLAB,TYPICAL. 0.PROVIDE CRAWL SPACE VENTS(ARCHITECT SPECIFY: SIZE AND TYPE). MINIMUM F F3 CRAWL SPACE ,/ D D ONE SQUARE FOOT FOR EACH 150 SQUARE FEET OF CRAWL SPACE. MUST HAVE A 401.3 -402. I I I SLAB ON GRADE MINIMUM OF ONE VENT WITHIN THREE FEET OF EACH CORNER. CRAWL SPACE ACCESS ° DL�\R ° D 1.LARGER SCALE DRAWINGS SUPERSEDE SMALLER SCALE VERSIONS. T-11'ARCH. 5.71'CIVIL ° N WSHP-1 T. .SLAB U SEE S-100 FOR CONCRETE DIMENSIONS C W-71/4" 1' S3/a° ` - - --6'-2"- - - - 13'-11/4" I 30'-71/1" 9'-111/a" / \` -1 F4 F2 CD 1 -402. -401.3 I Q, A-303 ° 1 En M ° ° ° FLOOR AREA: CELLAR p h I � ZONE NAME MEASURED �ti / a I AREA s ft - - I ° WSHP-2 DOUBLE WALL AT FULL BASEMENT. , I EELLA'R3 771.05 FIRSPOUR FOUNDATION FOR FULL - - _ - - - - - - - - - - - _ - - - C1 D I BASEMENT WITH WATERPROOFING v I C1 771.05 sq ft A-302 I SYSTEM,THEN POUR REMAINDER OF ° \ I A-302 F5 Fl I FOUNDATION. D D D I pL - - - - - _ —_ _ _- - _ -_ — — -� ` t I I ° �, I 001A —_ C5 C5 --77/ 1 I A-303 A-303 I 1 I I D I SLAB ON GRADE SLAB ON GRADE I I I I I I ? -9'-0"ARCH. I I I I I I I I \ / CS F 2.63'CIVIL 16R @ 7 5 8"; \,A-304 A-304 -4 2. I T.O.SLAB ,1ST @ 11" - I I I I I I I I ° 4 ° a 1 C I •� T I d D ° 4 a q ° a ' I 77_77= 777 N 402. M D1 -402. L ° I UI o I I 00 O F4 Fl Fl Cl F5 D I A-301 -401. A-301 A-201 -401. I N v I N I ° I U p I U v 12/3/2020 PERMIT SET REVISION (ROOM LABELS) M ° I 6/9/2020 PERMIT SET �a d ° I (INCLUDES REV.4 1/13/2020 CONTRACT SET BUBBLES) ° I REV.4:VARIOUS REVISIONS(SITE-2,SITE-5,SITE-6, C ° 4 1/13/2020 SITE-7,A-100,A-101,A-102,A-103,A-104,A-201,A-202,A- I ° I 203,A-204,A-301,A-302,A-303,A-304,A-401.1,A-401.3,A- 401.4,A-402.1,A-402.3,A-404.1,A-600.1,A-600.2,A-600.3, F1 SLAB ON GRADE F3 Fl A-801,A-802,A-803,S100,S-101,S-102,S-103,S-105,S-2, E A-304 v -402. A104 E-101,E-102,E-103) 09/20/2019 BID SET DATE ISSUED FOR Ct ' o Austin Patterson Disston ° I ` apd. M ° Architects 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,fax(203)254-1390 v 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 1:4v apdarchitects.com w F3 F1 F5 13 A-304 -402. p -402. A-304 CA A GN ZZI RESIDENCE ° 12700 NEW SUFFOLK AVENUE,CUTCHOGUE,NEW YORK, 11935 O ° Drawing Title: D N p ARCH. NOTES & BASEMENT PLAN N I I Project No.: Project Manager: TS Drawing No: 18014 Team: DK, CB z A--304 I i F5 4 A- 1 1 OO i I A 30 Issued on: 12/4/2020 for F Q I ° REVIEW D I OWNERSHIP AND CONDITIONS OF USE: L — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — —� DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN Q-I THE PROPERTY OF THE ARCHITECT, DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT UPON PAYMENT TO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- BASEMENT PLAN PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE 11 WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE PROCEEDING. xSCALE: 1/4" — 1'-011 Fl C1 THISDRAWING ISCOPYRIGHT. H 401.4 NA-304) NOTE: DO NOT SCALE DRAWINGS 2 3 4 5 6 7 F4 rF kI BALCONY DRAIN: rFk4\U, rF'7� jj� PROVIDE OVERFLOn BALCONY DRAIN: FS� /C 1 -401. BALCONY OVERFLOW -401. A-304 N?4' 4'-91/2" 211- 1/2" 91-91/2" 20'-B1/2" 91-91/2' 91-81/2" FLOOR AREA: 2ND FLOOR 2'- 3/4' 2'-63/4" 4'-815/16- 5'-103/8' T-103/8" 4'-815/16- 21'-21/2" MEASURED 4'-103/4" 4'-103/4'- __ 101-41/4". 1 - ZONE NAME 4'-103/4 4'-10314"- 5-113/4" 5-113/4" ARE _(sq ft) /2' -------- 5: 3T-4' 51/2" LIVING AREA 4,589.49 BALCONY DRAIN: \_4 4,589.49 sq ft 3"DIAMETER VERTICAL DRAIN PIPE rl BALCONY DRAIN, _.J DIAMETER VERTICAL DRAIN PIPE 7\ L ���PLANTER r CONCEALED IN COLUMN BELOW; I L _J r. ------ 1/2'. 3 5 ------- i6'-j 61/2- 5 TO BE CONNECTED TO STORM 2"-3'/4 NCEALED IN COLUMN BELOW; TO BE CONNECTED TO STORM ----------------- --- ---------- 1/2 WATER MANAGEMENT SYSTEM ...... WATER MANAGEMENT SYSTEM A ----- --------- r BALCONY DRAIN: r PROVIDE OVERFLOW L A- 03 - -------- 171:7-:17----------- ----- PLANTER� L I F PROVIDE OVERFLOW in rc, 5 '83/4 00 BALCONY DRAIN: -7 I C7% DASHED LINE INDICATES EDGE OF ETER VERTICAL DRAIN PIPE 381:-3" -31/2" '5 1/2' 30' A-3031 V-31/4. r57 120'-0172",, IT -- ----------------- - --- --- ----------- DASHED LINES INDICATE UNDER ------------ ---- - ----------------------------- ---------------------- ROOF ABOVE U) LED IN COLUMN BELOW; ------- ------------ ----------------- ------------------ ---------------- ---- DECK BALCONY DRAINAGE METHOD 3"ROUND LEADER- 3"ROUND 3 212 C2,�1 TO BE CONNECTED TO STORM 3"ROUND LEADER- 235 (2. 23""' "e 1, LEADER-Z.C.C. Z.C.C. WATER MANAGEMENT SYSTEM Z.C.C. CU/) C23)9 D U) • C23 6) n N I U) U_ C U_ u_ 7 1/2" LL ",,ROLL 702""o g'-61/4" SHADES DOUBLE L] �;' C:l 0 ;1/2" CENTOR SCREEN N ( N ' i I E S -21/4" In I f OUT WALLS FOR 1 1/2 10' DOUBLE BUILD 101-3" SHADES AND SCREENS 6-11/2" 112 71/` 20'-0" 3 31/2 30'-01/4" CENTOR SCREEN 51/2' 16'-41/2" 31 -101/2" 51/2' C) 131 ------- LEADER RU' DECK - - -- - - - - - - - z------ ---------- ----- - - - - - - - - - - - - - - - - -- _rC 1 - 2'- 1/4 JOISTS,TURNS PERPENDICULAR F1 r4-THROUGH TJIs,TURNS AND RUNS A A-302 Lf) 104e PARALLEL TO DECK JOISTS, -1 In fr� 21-43/4" -1 DROPS INTO COLUMN BELOW MASTER BEDROOM ISOKERN 36" c) ;r -4 1204 MAGNUM(GAS) -4 BALCONY DRAINE 3"DIAMETER VERTICAL DRAIN PIPE f----- - - ------- - ------........... ... BEDROOM BEDROOM NCEALED IN COLUMN BELOW; 31/2" - -1 1 �n 9 1209 1212 TO BE CONNECTED TO STORM En - I % 00 DASHED LINE bo SOUND PROOFING 31/2' -INDICATES STUD WATER MANAGEMENT SYSTEM ECO-STEEL CHIMNEY DETAILS FOR WALLS D WALL BELOW 0 -E44 PIPE Il 8 3"ROUND LEADER - - - - - - - - - - - - - - --t - - - -- -- - - - - COMMON ROOM t,I -8.1 1. 81, &-:4�� P 1'8" V-8" - - - - - - - - - - - - -- -- 202 51/2' Z.C.C. -----_ECO-STEEL CHIMNEY PIPE 2 A 1 -2 21 A LINEAR o __7 BATH r� BATH LINEAR 30 rn 1'_'0- ,---'DRAIN njin I-If 11/2" L/2 1213 1 DRAIN F210 I - 1 1 b i 2'2"� 3'-4 A-1 op 30'-73/4" 5112" 9'-21/2" 3'4! 9 -4� 1; 9 r,. V-21/2" il- 51/ 31/2- U_ 9 to ;z if i MB) A In irl I. In 9 31/2" 2'-2 /4- /4" ❑ 1714 Z! 1 2'-113/ N-1[3/4' -7 r4 In In 1-121 1 1 1 VE LE 1205 ----------- &' - !Vi MASTER ATH A E4 7' 3'- 3/4" 113/4 -303 1, ----------------\4_ S mu /0'. _3 n- ------------ II f1 NA - ---------- r2l 12'-0" 15/2" 11'-53/4^ M II II 3 51/2" 15'-21/2" irT 3'/2" A--Pl/4" 31/2"M �\\ 3'-;" 191- 51/2' 1 1 51/2 51/2- 26'-4" 117 I PAL 131-51/2 51/2- 1, 2ND FLOOR MASTER p'. MASTER VESTIBULE o BATH WALLS STEP )-1 (N < r4 cc 17f i - 1203 STAIR HALL BACK FROM 1ST FLOOR 47'1 ;�, Fn HALL ...... -I - - - 1201 1208 2'-9/2*\ /�I_91/2' FAMILY ROOM WALLS -BENCH-�� V-5' T-11" d I LJ11'_7118" r I 11 2" it 2- --r20 C ARCH. f4 I lBF1 OOR .... oo "tST';F 215A 20 7-1" T-71 31/2' 5'-41/4' �1-31/2" IE I ROOM .....------ _o_ 9 L 1 ;7-91/2' -1 7 77, F1 15 6' 74� lf��@111/2 1111.1 1 ------ co zo lt24 �3 In -------11 LINEN rn ------------- r4 LINEN EL VATOR I LINEAR .. ....... --------- ------ ------ - -51/2" _1 6-61 -7" Fq 13' 31/2 5 n/' 5' DRAIN 91 MEDICINE 'Ir L CABINET­!� ton ------------ r4 7 D3 M CLOSET -- --------------- -- A" 74N DASHED LINE 71-7 7141 3112' + T-33/47 51/2". RANGE EXHAUST FLUE-- WALL OF LOFT 31/2" ABOVE INDICATES STUD WALL LINEAR ;�4 1"�3 BEDROOM 51/2' 4'-4-- 1, 1 1 1 BELOW in /4 DRAIN 3 3� 9'-3" V-5" 31/2" 4'-6114" 91/4 if X 1215 ? Ln Ho I I - -------------I------------ BATH 22 I>Q T4 = 11 - - ­_­ . ­ -1- V C:) I 219 --- --- --- --- CIN 1 1/2' 1/2" Co 51/2" 5 1 12% 51/2' F, 5[ HER 1/2 - ------ -------- ------------- - -- -------------------- 5 1 1 1207 CLOS�11' HIS CLOSET 9 1206 EILING __T�T _J - C, 51/2' /2 31/2' J 51/2'. tlu In BATH -6'-8"H HEIGHT CLOSET A-30213'-4112" 1216 1 CA, < 220 ------------- 51/2" (2!5) -5/2" In -61/2" N41 41 HP 3 f 10 m� 2 -------------- 04 5 2 (A-2)04 4 A-? E 1 In Ln 2 21 23 C21))7 C20)8 C20)9 6 1XI C5 ------ '7- 1/2' 3- -303303 31, a31/2" '8--+ 2" 51 BACK STAIR 221 In 8 t-6 12'-11/ 'ARCH. I C5 '1'T.O. SUBFLOOR ^C5 \'U, DN( 1�10�4 07/8.1 tL14) Ul J r (222A) I IIIn co II 12'-2" N T-23/4" -91/4" X-113/8" 3'-11318' T-91/4' 6-10" 6-10" 3' 6'-01/4- 61-01/4' 3'91/4- T-91/4' 2'-2' AT-2'-5.1/4" -4 6-10" 6-10" 1 M 15'-01/2" 101/2- -J KNEE WALL U 21'-21/2' 3'- 21'-�'/2 :CEILING BREAK 6" CEILING BREAK AT-5'-7 1/4, F4 Fi F1 C1 ?F5% AT-5-7 1/4" 00 1 �A-201) 51/2" 1 24'-1" 51/2 T to U r4 Ur------- -- I '6'-8"FINISH I HEADROOM 6" CEILING BREAK �6" 77 12/3/2020 PERMIT SET REVISION 0 AT 5-7 1/4" (ROOM LABELS) 03 6/9/2020 PERMIT SET 6'-0"LINE-- - (INCLUDES REV.4 en 1/13/2020 CONTRACT SET BUBBLES) �3 r4 Lr BUNK ROOM 1/13/2020 REV.4:VARIOUS REVISIONS (SITE-2,SITE-5,SITE-6, in I4 SITE-7,*A-100,A-101,A-102,A-103,A-104,A-201,A-202,A- 1222 4 A ZD 203,A-204,A-301,A-302,A-303,A-304,A-401.1,A-401.3,A- 401.4,A-402.1,A402.3,A-404.1,A-600.1,A-600.2,A-600.3, o F�l A-801,A-802,A-803,S100,S-101,S-102,S-103,S-105,S-2, 0, V i a, I I) r4 �O4 E-101,E-102,E-103) 1�10�4 r I-I b) E bc co 09/20/2019 BID SET Ln IL E ISSUED FOR Cz I r, NE 0 Austin Patterson Disston :CEILING BREAK -' Architects IAT-5'-71/4" J6'-8"FINISH 1 �5 HEADROOM 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,fax(203)254-1390 I Ln 0 ------ ---- --- 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 P 4 apdarehitects.com 0 0 1 1 1 i Y F3� 0' ��04 C 0) �AIO�4 -------- CAGNAZZI RESIDENCE F----------- 12700 NEW SUFFOLK AVENUE,CUTCHOGUE,NEW YORK, 11935 t-til-ING BREAK CEILING BREAK 2'-2" 7 1/4" AT-5'-7 1/4" 2'-2" En Drawing Title: O KNEE WALL KNEE WALL Ln 2ND FLOOR ARCHITECTURAL PLAN AT-2'-5 1/4" 11 51/2% to 191-91, 5112" Project No.: Project Manager: TS Drawing No: F5'� 18014 Team: DK, CB FS A- 102 A-304 NA-304/F 0 -1�2. issued on: 12/4/2020 for REVIEW --------------- OWNERSHIPAND CONDITIONS OF USE: QI DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS OR PURPOSES OR BYANY OTHER PARTIESTHAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT 10'-4"- UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY 2017811 2'-2"-- ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN :J� L WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. 2ND FLOOR PLAN THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- ' F1 PAYMENT CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE SCALE: 1/4" 1 1-011 WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE PROCEEDING. Fl Cl 1'-401.4 THIS DRAWING IS COPYRIGHT. NOTE: DO NOT SCALE DRAWINGS 1 .__...._ 2 3 I 4 5 6 - __ _ GENERAL NOTES: 1. THE INTENT OF THE DOCUMENTS IS TO SHOW NEW CONSTRUCTION ONLY. PROVIDE ALL REQUIRED DEMOLITION AND REMOVE ONLY THOSE EXISTING y��'oMxN ITEMS REQUIRED TO ACCOMPLISH THE NEW CONSTRUCTION ASHOWN. RETAIN OR RELOCATE THOSE ITEMS NOT SHOWN TO BE REMOVED OR WHERE t r►,� CALLED TO BE RELOCATED. G I WITH ALL CODES �� 2. EXISTING DRAWINGS ARE TO AID IN THE UNDERSTANDING OF THE NEW W ORK ��MPLY AND SHALL NOT BE DEEMED TO SHOW ALL EXISTING CONDITIONS AND SHALL DATE:. lr�� 3 F `w g � NOT SUBSTITUTE FOR FIELD VISITS. NEW YLR4�STATE TOl�1114 CODES ` -- AS REQUIRED AND ca"BITIONS OF NOTIFY �':- i'4•�' � ��-iJT AT 3. VERIFY ALL FIELD CONDITIONS PRIOR TO EXECUTION OF THE WORK NOTIFY THE ARCHITECT OF DISCREPANCIES OR UNSATISFACTORY WORK. NOT ,,�•�Intr -1`- 76�-1802 3 F,'r TO 4 F= v � �.. (N - ryi,; FOR THE ' • -,*^ 4. PROVIDE ALL TEMPORARY BRACING,SHORING,FORMS,ETC.PROVIDE A LL �0I_G 1.REJ REQUIRED TEMPORARY ENCLOSURES TO PROTECT THE NEW AND EXISTING FOU; Lt I t FOrI F G' L(? CGfvCFiE±I, SOt '+DI.DTC...I1T 'TFES CONSTRUCTION MATERIALS AND EQUIPMENT FROM THE WEATHER AND TO PROTECT THE UNALTERED AREA FROM THE DUST AND DEBRIS OF CONSTRUCTION. 2. ROUC%�1 - i"i"h�.''°ii 1 7 & _ 'i�l.^J.4Lti/ 3. I' SULiiII�)IJ 4. Foy{\L - CGi i i t;Uu'rIG; MUST 5. THE CONTRACTOR SHALL REPAIR,AT HIS OWN EXPENSE,ANY DAMAGE r / OCCURING FROM THE NEW WORK DUE TO EXPOSURE TO WEATHER OR HIS LSE vt_J�l'!PI_t-rr ��'r1 V.U. ALL COJSTf�U;T1O"J ::FirtLL Pti'�:��1- 'I�� MANNER OR METHODS OF CONSTRUCTION. rEGUIRENIENTS OF THE O DES OF N�" �'` TRUSS P(.ACAFiD1NG RE(,TUi'i-ice? 6. FOR ALL GUARANTEES AND WARANTEES,SEE THE SPECIFICATI N .. YOF;{ STATE. NOT RLSFOIJSiELc F GE; 7. PROVIDE ALL REQUIRED CUTTING,FITTING,AND PATCHING FOR THE DESiGy OR coNSTiUCT;ON ERRORS. MECHANICAL AND ELECTRICAL TRADES. 8. PROVIDE ALL REQUIRED MISCELLANEOUS ROUGH AND FINISH CARPENTRY, HEADERS,LINTELS, BLOCKING,FURRING,TRIMMING,ETC. ri ,��Y �' Must provide Manual �� ':UL� D, 1 and S as per =1 \ 9. PROVIDE ALL REQUIRED PLUMBING,VENTILATION,AND ELECTRICAL USiE IS L s�A�a�li UL �IYs finer Codi CONNECTIONS FOR ALL APPLIANCES AND EQUIPMENT. -r �f�r r r ����� � � � 10. ALL WORK SHALLR RESCHC DOCUMENTATIONRM TO LOCAL,STATE,AND NATIONAL CODES. W 1T OUT CLR � � ��� , 11. SEE M-1 FOR C� GCCU 12. SEE A-300s FOR INSULATION NOTES. d� ap - ` ' � `i LlC�111 ., All exterior lightin n installed,replaced or i If-JC, TE 4t OCCi�F' s'= ` t repaired shall conform c✓LDEFR USED IN VIATEr'� to Chapter 172 CAINl'.'�� of the To.vn Codi B PLUMBING DO NOT PROCEED WITH sL JATER LINES NEED L PLUMBING WASTE FRAMING UNTIL SURVEY 014 TE&%qA BEFORE COVERING OFHAS BEEN APPROVED. T "V 61 11EDIATELY"' ENCLOSE POOL TO CODE .. PIFAIN STOR"A WATER RUNOFF UPON COMPLETION r`� `Lfr'�.'`�T �� CRAPTi_R 236 BEFGRE "WATER" Cr TES Il1'r'di� CODE, 12700 NEW SUFFOLK AVEN NEW YORK 1193 5 I3Iower door UE, , and ductwork - t+.l:�:l'i+ir.r��iniiirl.%11tfr�hctiyurh::i� testing required. C SHEET INDEX SHEET INDEX SHEET INDEX ID Name ID Name ID Name T-1 TITLE SHEET A-201 NORTH & EAST ELEVATION S-100 FOUNDATIONS A-202 SOUTH & WEST ELEVATION S-101 1ST FLOOR STRUCTURE SITE-2 PROPOSED SITE A-203 HIDDEN ELEVATIONS S-102 2ND FLOOR STRUCTURE SITE-3 SANITARY PLAN A-204 HIDDEN ELEVATIONS S-103 ATTIC STRUCTURE SITE-4 SANITARY PLAN S-104 ROOF SUPPORTING STRUCTURE A-301 SECTIONS S-105 ROOF STRUCTURE L02 GRADING PLAN A-302 SECTIONS S-1 NOTES AND SPECIFICATIONS L03 TERRACE AND COURTYARD GRADING ENLARGEMENT A-303 SECTIONS S-2 STRUCTURAL DETAILS L04 DRIVEWAY LAYOUT PLAN A-304 SECTIONS S-3 STRUCTURAL DETAILS A-305 SECTION DETAILS S-4 STRUCTURAL DETAILS L05 COURTYARD LAYOUT AND PAVING PLAN S-S STRUCTURAL DETAILS L06 PORCH AND TERRACE LAYOUT PLAN FOR WALLS A-401.1 WALL SECTIONS L07 PORCH TERRACE AND ENTRY PAVE PLAN ' ii A-401.2 WALL SECTIONS M-? MECHANICAL j'`Tc-;TIEIS L08 DETAILS A-401.3 WALL SECTIONS M-2 BASEMENT MECHANICAL �< t~D ARr , L09 SITE DETAILS ���` L )1, A-401.4 WALL SECTIONS AT GARAGE M-3 1 ST FLOOR MECHANICAL -� SSTc„ o LP1 POOL AND SPA LAYOUT A-402.1 FOUNDATION DETAILS M-4 2ND FLOOR MECHANICAL /" ��` D LP2 POOL DETAILS A-402.2 FOUNDATION DETAILS M-5 ATTIC MECHANICAL LT1 LIGHTING PLAN «� si, A-402.3 FOUNDATION DETAP S <% t ,.=r �ti s' o FO1 FENCING PLAN A-404.1 CHIMNEY AT LIVING & COMMON ROOM E-100 NOTES & BASEMENT ELECTRICAL PLAN 'y ti`SF N� N I F02 FENCING ENLARGEMENT °^rHE N A-404.2 CHIMNEY AT SCREENED PORCH E-101 1 ST FLOOR ELECTRICAL PLAN F03 FENCING ENLARGEMENT A-405 WALLAND CEILING TYPES E-102 2ND FLOOR ELECTRICAL PLAN F04 SITE GATES E-103 ATTIC ELECTRICAL PLAN UI F05 SITE FENCING A-600.1 WINDOW&DOOR SCHEDULE 6/9/2020 'ITPERMIT SET 0 REV.5:LANDSCAPE,STRUCTURE,HVAC(LO I,L02,L03, 00 A-100 ARCH. NOTES & BASEMENT PLAN 3/18/2020 .--� N A-101 1ST FLOOR ARCHITECTURAL PLAN /5\ L04,LOS,L06,L07,L08,L09,LPI,LP2,LTI,F01,F02,F03, F04,F05,S-100,S-101,S-102,S-103,S-104,S-105,M-2,M-3, N M - A-102 2ND FLOOR ARCHITECTURAL PLAN U A-103 ATTIC ARCHITECTURAL PLAN (INCLUDES REV.4 1/13/202o CONTRACT SET BUBBLES) A-104 ROOF ARCHITECTURAL PLAN REV.4:VARIOUS REVISIONS(SITE-2,SITE-5,SITE-6, � 4 1/13/2020 SITE-7,A-100,A-101,A-102,A-103,A-104,A-201,A-202,A- U 203,A-204,A-301,A-302,A-303,A-304,A-401.1,A-401.3,A- 401.4,A-402.1,A-402.3,A-404.1,A-600.1,A-600.2,A-600.3, a, A-801,A-802,A-803,S100,S-101,5-102,S-10 , -1 5, - , O E-101,E-102,E-103) REV.3:POOL FENCE,GUTTERS,ADDITIONAL NOTES /3\ 10/16/2019 (F03,A-104,A-201,A-202,A-203,A-204,A-301,A-302,A- 303,A-304,A-305,A-401.1,A401.2,A-401.3,A401.4,A- 402.1, -402.1,A402.2,A-402.3,A-402.4,A402.5) O A 10/10/2019 2 REV.2:WALLAND CEILING TYPES,FINISH SCHEDULE (A-405,A-524.1) E A /1\ 10/04/2019 L07,L08,F01,F02, REV. 1:LANDSCAPE REVISIONS AND ADDITIONS , F03) 09/20/2019 BID SET DATE ISSUED FOR Austin Patterson Disston apd U Architects 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,fax(203)254-1390 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 apdarch itects.coin O P4 CAGNAZZI RESIDENCE Q 12700 NEW SUFFOLK AVENUE,CUTCHOGUE,NEW YORK, 11935 00 M O Drawing Title: 7b73 TITLE SHEET o Project No.: Project Manager: TS Drawing No: 18014 Team: DK, CB T-1 a, z Issued on: 6/9/2020 for F LAND SURVEYOR: ENVIRONMENTAL ENGINEERS: SANITARY DESIGN : MECHANICAL ENGINEERS: STRUCTURAL ENGINEER: LANDSCAPE ARCHITECTS: �^ PERMIT SET OWNERSHIP AND CONDITIONS OF USE: EMAIN FOX LAND SURVEYING LAND USE ECOLOGICAL SERVICES, INC. a CONDON ENGINEERING P.E. AIR SOLUTIONS, INC. CONDON ENGINEERING P.E. DEVORE ASSOCIATES INC. DRAWINGSPROPERTY FTHEARCHISPECIFICATIOECT. DOCUMENTS TRENOTS OF PROFESSIONALE ,INWHOLE RINDSHALOROTHER THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIFSTHAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE E USE DOC 64 SUNSET AVENUE 5 70 EXPRESSWAY DRIVE SOUTH, SUITE 2 F SPECIFIC PA WRITTEMENTT THEAUTHORIZATIONARCHITECT OF THEARCHITECTS. D. NON- OF THIS SHALL ENTGIVE IS THE ARCHITECT 1755 SIGSBEE ROAD 430 FAIRFIELD AVENUE 1755 SIGSBEE_ ROAD 2557 BURR STREET THE AUTHORITY TO BAR NT SERVICES ANENDERED. NON-PAYMENT SHALLGIVETHEARCHITECT THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES' IF THE OWNER DISPUTES ANY � W ESTHAM PTON BEACH NY 11978 M ED FO RD NY 11763 y+ � - ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN MATTITUCK, NY 11952 STAMFORD, CT 06902 MATTITUCK; NY 11952 FAIRFIELD CT 06824 WRITING W SHALL IND DAYS. REMAINING,UNDISPUTED GAINSTANYPORTIONS AIMSAL DUE ALLEGING YAAGESORDEL RECENT. YS THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE PROCEEDING. CI1 THIS DRAWING IS COPYRIGHT. I--1 -- NOTE: DO NOT SCALE DRAWINGS 1 2 3 4 5 6 7 t I UTI . --- PoLE � '•'•~ SITE PLAN LEGEND NYT � ( ' W #43 \ ,' _ NSUFFO SITE LINES 73 - -- \ SETBACKS AV \ 1 \ E WETLAND BUFFER WETLAND BUFFER o NUE100 YEAR FLOOD LINE 900 YR FLOOD7 A t AV '/ CURRENT CONTOUR(5') 20 \ OO r� POLE EDGE OF \ ; t EXISTING \ #42 'O- P EMENT / - 18, - — \ TO BE PEM #42 T-0 (DEEP S790 CURRENT CONTOUR(1') - - - — �I I DEMOLISHED \ 3$100nE) / OLD CONTOUR(5') - — — 20'— — — - \ f I \ NEW DRIVEWAY ROADLINE A�jtri ,/' T OLD CONTOUR(1') - — — 181— — — - \ PERVIO - / ONv,V'ENTEp DATA(INCL.PHONE&CABLE) —IDATA DATA WIT RAVEL / �- LI`' SITE DRAINAGE —D D D- \ �0 (SEE L04ETAL EDGING 1 / ,i / � ,/ ELECTRICAL LINE —ELEC ELEC i i /l �\ 346+'5 r EMERGENCY ELEC. LINE —EM ELEC EM ELE 1.0I ; O GAS LINE —G G G ' SANITARY SEWER LINE --SS---SS--- EXISTING D / Po 300' DEC , _ - _ a / ANDIT OF EARING \ REO OLIS R qN p AY To / #4QE WATER LINE —W w w- NYS CL o / \ HED BE AD) ARTICLE ' , \ -__ _ _ l / GRADING \ M NEIGHg R M �- BOUND NT AREA 3URI 25 ' I ' -'-1--__ l� - l / �� 1 RING PROP D // TREE PROTECTION BOUNDARY SDIC`TIONAL ' Y 1 / _ - _ / l l / ;; ER7Y / / �� / SILT FENCE EXISTING G _ l / �� / �; `i / GUARD RAIL -I-- ' O E G r / i� STOCKADE FENCE 13 7' B DEMO E / _ / '' 80 �,U , 0 I LISHEp / v / ,/ / / , X45 73 WOOD FENCE ' ' Jj _ ' / /� I - - J� 13, BOXWIRE FENCE Co co pl�1 f CY51 ,'W --____ i ' / / / , - - - / / / �� '' / i' CHAINLINK FENCE I ' � � � I O ,rte`i � � / _ � i' J t j ' / �� I I ��/ / _ - / NO ;' / ,' : aQ-ow STONE WALL t z' I t GENERA �- Y \ o c:r �� 7_ _ :� f; f`� ti. t CONCR TOR ' � H T EST / I '� / o ` ' / FFNF OF w LIGHT EXISTING TREE EXG TREE TO APRo CRETE , I Q — OLE#3 ' / \ I /,�,� / / ^/ / NCF IRF 8 TO REMAIN BE REMOVED B N _ _ \ / \ ,qCk UTILITY POLE 4,-°r►X101-8" � // PR ` _�•���� �/ \� I , / '/ / �/ ;% ' j/ '' / ' (y�• FOSA7- GUY WIRE }— U\/ LL /' _ POSED I/A o \\ T/< A ,/ �� CATCH BASIN © `, I O L -7 �- - W T S Sq ��, O� / % ' ' WATER VALVE t - J L _ _ NITAR / / ANTI-TRACKING BED ,. / -7 I' - J - J L 1 Y ySTEM SIF /7y o� / / �, - \ i LEDGE i<�`,/ x Y {`t�'.!X X) r\ it I r - � - _I L _ I` 1 \ / l � k l J — _ J — J� �� BURIED ' / - -' - J L _ r — � \� T4NKS EXISTIN sy I -7 r- — J _ J� NKS To G CO1?gG � — J -7 r — REMAIN E � — _ _J _J / ADW' % / I 4 RI X� 06 ° ' �,�,�,BgoF' i / �o�' ,��o AS PREPARED BY Q (0M ; 1 I� �- - - - - - - ,�- - i ; , �� ���>,'.�`� FOX LAND SURVEYING: m I �� r PROP /06 0 lIOIE#2 ff, ��� Q ;/, ,, / G, \�\�G�1G�5 >- J `� _ ' DRIV SED PER 1 / t�/ Fo ;/ p� y - NOTES: _� �o p ,, ,;-A E AYAND PAI U GRAVEL I /" ,' l p��0� 1. AREA = 113,982 S.F. Q� Q� CO )z Lu LU W ' t 1� (SEE L-° I G COURT / '/ ' '' ,�' js`9 / Q����'P\GPS 2. ■ =ADJCENT AREA =MONUMENT FOUND,7A S.F.STAKE FOUND. C Q � -- -�-- �-- ) � \ OCA co � W 2 I -- l i , I / ;`O�� \, 3. REFERENCED DEED L. 12580 CP 627 & L. 915 P. 303 ? � r � ' �"� .' I /`' �GO 4. ELEVATIONS REFERENCED TO N.A.V.D. (1988). O f �� �0) / / Q , S6 ! / 5. FLOOD ZONE BOUNDARIES SHOWN HEREON ARE � , \ �� y / , /' Q O ,' '01 ,. FROM FIRM PANEL NO. 36103CO501 H LAST DATED SEPT. 25, 2009. L \ IN _ PROP D ' ' l ./// 'Q�OS �o ' / 6. SANITARY DESIGN SIGN BY JOHN CONDON. O POOLF /' \ \ PORCH ' // !` O�q'L� 70p/^ �GO�s / 7. AFPROX. 200 C.Y. FILL REQUIRED. ENCS \____`.\ __ _ 7f 9 r `� � p i' PROPOSE , / i' RZ Rl_ ' ��y ������ / <5 ��� O /DW� & GA R HOUSE H TESTOJAr 11Iro' 4 ! F.F.=1A5E OLE#1 ADJACENT LOT COVERAGE: �'o ��'O`�` _0% EXISTING: PROPOSED: pM RN _ < v HOUSE = 1824 S.F. HOUSE & GARAGE = 4435 S.F. AR ' ;t ;t '� - _ -P / S� O _ PORCHES = 772 S.F. 1' I COTTAGE 1271 S.F. P ' __-.__ _ ' __- __ ___,-- & G L FENCE ,/ ����' GARAGE - 698 S.F. TERRACE = 5501 S.F. I COVERED TERRACE = 1044 S.F. \ PLANT _ COVE ROPOSEp - D , ,'4TES `� PORCHES 299 S.F. POOL = 720 S.F. NG'. RED \` / I / DECK - 245 S.F. EL=� TERRACE 1 � '! 82.86' I ��O TOTAL = 4337 S.F. OR 4.1% SPA = 64 S.F. ,�__ 1.75 I / / !A(� COTTAGE = 1271 S.F. T 11--_i� I 87 / 1 OY, COTTAGE PORCH = 264 S.F. ' / WALKS = 757 S.F. �' \ ' �'4 i p- - \DWI ;/� I DC� SHOWER = 25 S.F. ROPo D L- , ;'/ / APRON = 1039 S.F. 1 ' PLANTING , TERRACE TOTAL = 15892 S.F. OR 15.0% j --- --___ pw Q.�, a: I PROP OSED - _ I '� Q� QJ o D TERRACE 1 --- -_ ' EXISTING Ha ������ o RtEWA 'ERING No 1 EL=9.75 -- ��-,_________-- TO BE DE HOUSE / // tI/�./IT �� v V N HOUSE AT T ' STONE -I ISHED / / qN0 OFC O . i WALL G tF 2265' l� l l R90jN ARI NG Q> STCRMWATER DRAINAGE G O N OR Pool `' `' �; ,2 / / ` N , WE----- __- S J '� HOUSE & COTTAGE = 5706 S.F. �' �. PROPOSED OPOSE l- 1LL -------------- ----------- �1S 00% / � _ . ,- A R R U LIMIT ' POOL D / � WE L HOLE POOL E / / O 9536C.FF. X42.24 X 23 V.F. 53 C.F. �%;�-.Q--.�'`ti;�o OFC DW i # E#4 QUIP / l l ��' / s s c AND GRA CLEARING \_ CONCRET MENT S'0 35OQ� 3 e`" PROVIDE (6) 4' DEEP X 8'0 DRYWELLS o N 14►_0„X 8 E APRON G �� + „ 0 00 n1j ✓»"' r Iii: O _ ELLI / U °P I I�r SIF #4 p x N I l l 4t, I sp Fo U � CV I I s\ ct I 1 `Ch C) � Q) Fo s GF `° I N E 6/9/2020 PERMIT SET Z �\ `1 L - - _-= __� ao \ 130 � � m , � N ryFR ryFRM .2 � ' \ S WELL 01' •01, ,'' ,`J� /� MAL A 2$, ' \ I wF (INCLUDES REV.4 �q AC ES OI ' #6 �,ry �,I a m N << POINr TEST HOLE #1 TEST HOLE #3 1/13/2020 CONTRACT SET BUBBLES) SI y \ I\ I�-p FEB.MCDONALD GEOSCIENCE FEB.MCDONALD GEOSCIENCE REV.4:VARIOUS REVISIONS(SITE-2,SITE-5,SITE-6, q e 0 �� O I t a 1/13/2020 E y FEB. 07, 2019 FEB. 07, 2019 p � ' �� 1�j' \ � � 4 SITE-7,A-100,A-101,A-102,A-103,A-104,A-201,A-202,A- j ' \ % Q' !_ , , ti� EL=9.0 DARK 0.0 EL=10.2 DARK 0.0 203,A-204,A-301,A-302,A-303,A-304,A-401.1,A-401.3,A- \ OL - EXISTIN _y EDG 3S \ �O" � BROWN LOAM S -BROWNBON AM SM A-801,A-802'A-8003251 0,A-404. �01 S610021 S-11030,S-105,S 23' E N` - - G PATH \ E OF CLEARIN 00' \ ��- 6J SILTY S ND 3 0 SILT( SAND 3.0 E-101,E-102,E-103) -_ �� - _� ` \co � ` ` \ BROWN SILT ML 5.o BROWN SILT 5 0 09/20/2019 �` BCOURSE SANDROWN FINE SW PALE BROWN SP W/107.GRAVEL FINE SAND BID SET f l PALE BROWN 6.0 G.W. DATE ISSUED FOR �+ /" ` G.W. FINE SAND SP EL=0.5 9.7 OOON EL=0.5 85= Austin Pa nelson Dissto Ivo SPWATER IN WATER IN PSP PN apd , SAND SANDROFGOFNOTES. Architects F 403 POOL FENCE I ! \ ` \ /I ;''r So N TURF F O 3S,RO evFFF s - acres 17.0 17.0 446 uo ue Street PO Box 1707 Southport,oue NY 10195906303653514811 ax6313653 66050 GA k/-?E I �� `�, ry g F O/y R q FILL INFORMATION Q g Q g ( ) f ( ) q rtlN oto FF - r �Sr TOTAL LOT AREA TEST HOLE #2 TEST HOLE #4 apdarchitects.com �. JUS. SDlF FOF W/V APPROXIMATELY 200 CUBIC YARDS FILL REQUIRED. FILL TO BE MCDONALD GEOSCIENCE MCDONALD GEOSCIENCE ROMIS of FEB. 07, 2019 FEB. 07, 2019 j% —\ — � P rINC' Ct p� sq - acre CLEAN, COMPATIBLE MATERIAL FROM AN UPLAND SOURCE. DARK DARK °'0 �'7'S DARK o.o V r' I NF FR RI�V LOT AREA BROWN LOAM BROWN LOAM ?0/v / 20 Rop Eq OL OL CAGNAZZI RESIDENCE �C/ �) T�/p \! I'c X 7) /�, O'.qp' 1•0 1•0 12700 NEW SUFFOLK AVENUE,CUTCHOGUE,NEW YORK, 11935 Q� N � ' / �F�F R/` �\ I V` 20 tI,VF ,VO SILTY SAND BROWN 4p SILTY BROSAND SM 50 O /' \ I NF BROWN ML BROWN ML DrawingTitle: , / \ , (Ft8 PROPOSED CLOSED LOOP GEOTHERMAL SYSTEM INFORMATION SANDY SILT 60 G.W. _SILT_ 89 c PROPOSED SITE PLAN �OGF PALE EL=0.6 WATER IN 0 B N \ \`/ \ `\ � 4 THE GEOTHERMAL SYSTEM SHALL BE A CLOSED LOOP SYSTEDM GREY SILT MLALE BROWNWATER IN BROWN SILT 7.0 F ~ \` \ \\ ` •ID COMPOSED OF A TOTAL OF SIX WELLS THAT WILL BE DRILLED G.W. PFIE SAND PALE BROWN Sp Project No.: Project Manager: TS Drawing No: O N68 o J' EL-0.7 FINE TO g g N ,$,�J� r �\ 01 d` AT 453 FEET DEEP EACH. THE BORE HOLES SHALL BE SPACED A MEDIUM SAND Cy 12.0 18014 Team: DK CB MINIMUM OF 20 FEET ON CENTER. WELLS SHALL BE LOCATED WATER IN SITE-2 PALE BROWN Sp �O PALE BROWN SP WATER IN o ti/GyFt/NF A10/V. 1� \�,� \� � 100 FEET MINIMUM FROM AREAS OF TIDAL WETLANDS. FINE SAND FINE SAND co f—� LIMIT OF CLEARING AND GRADING Issued on: 6/9/2020 for F Q riogt wq rFR toNG O/Sry 62,461 sq ft PIPING FOR THE GEOTHERMAL WELLS SHALL BE PLASTIC AND 17.0 17'0 PERMIT SET rFI SITE PLAN c w wErt MgRkgp'°Ro eUFF RegN �-— DESIGNED FOR THIS APPLICATION. ALL PIPING SHALL BE 1-1/4 . n _ r &Owl11 110 e /`�'Co k/tilq 1 �' CF ` � INCH DIAMETER. OWNERSHIPANDCONDITIONS OF USE: SCALE. 1 - 20 sF MAN, OUNp /Nc/p rFH AREA OF PROPOSED DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN F /� . -----, a (WHEN PRINTED ON 30x42 SHEET) ��/C �N ���/ `Nr �'V/ THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER ~ '`•. NON-DISTURBANCE BUFFER /� PROJECTS OR PURPOSES OR BY ANY OTHER PARTIESTHAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE C7 � /N �SFFS VFj4 F/rti r _w 22,972.25 sq ft LATERAL PIPING WILL RUN FROM EACH WELL TO THE MAIN SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT CT CoO Co / HOUSE AS HOME RUNS TO BE COMBINED INTO A THE AUTHORIT TO BARCOCUM NT SER BY ANENDEAED. NON-PAYMENT SHALLGIVETHEARCHITENYfl , N 11� t 0(j FO THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY GRAPHIC SCALE. 1 = 20 / 2ji /C �' --------- CONTINUOUS MANIFOLD. LATERAL LOOP PIPING SHALL BE ARCHITECT'S STATEMENTS FOR SERVICES, ,UNDISPUTED REQUIRED THAT THE OWNEAND R ADVISE THE ARCHITECT T. C 18 q4 S�9$ AREA OF PROPOSED INSTALLED TO A DEPTH OF 48-54 INCHES BLEOW GRADE OF WRITING W SHALLHIN INDEMNIF THEREMAINTNG• GAINST ANY CLAIMS ALLEGING YA DAMAGES R DELAYS THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- NON TURF BUFFER PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE 0' 10' 20' 40' 60' _/ WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE � L___________; 16,730.5 sq ft TO GROUNDWATER TABLE - WHICHEVER IS LESS. PROCEEDING. THIS DRAWING IS COPYRIGHT. NOTE: DO NOT SCALE DRAWINGS (Dwelling w1 We//) e TEST HOLE DATA o g N WATER ll) d CASE RD. � Q EL.7.9 F- p w e r ' DARK BROWN LOAM(OL) O1.9 Q Q / __ BROWN SILTY SAND(SM) U iR w UPL.PO OLE ' �OWelling w sRowN SANDY SILT(ML) NEW SUFFOLK AVENUE W s / � PUbIIC 5.9'WATER TABLE EL.2.0(HIGHEST EXPECTED) W water) 6.0' NYT _ . 17,3.25' #43 ,SU ` '_ . F PALE GREY SILT(ML) 7.0' PROJECT OL K ^ 'J��-_ ,` _ PALE BROWN FINE SAND(SP) LOCATION // S 7$• \ AVC n' _ , 7.1'WATER TABLE EL.0.8 GREq T pE 1 �/ U _ CONIC BAY / \~ 35 ��,s` #42E O EDGE p"PAVEMEN DEED S79-35,00,,E) t _ / \ ' _ . WATER IN PALE BROWN FINE SAND(SP) i \ _ LOCATION MAP 15'MIH \ ROAD,ALINE I 1"=600' 1 f AS MONUMENTE p 17, TESTHOLE BY McDONALD GEOSCIENCE \ 4 DATED FEBRUARY 7,2019. GROUNDWATER ENCOUNTERED 7.1' I 1 /\ I , BELOW GRADE. PROPOSED ELECTRIC SERVICE 346.50 POLE / PROPOSED WATER SERVICE ., :- i �I • ,,, •.� l / �\ // GENERAL NOTES 00 ^ 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM 1-.6...• / / TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF f ,PROPOSED ELECTRIC TO // 1 QS SOUTHAMPTON AND THE SUFFOLK COUNTY DEPARTMENT OF 1 PROPOSED 50%EXPANSION 8.5'X 4.75'X 2.0'DEE * �C�7 BE PLACED IN CONDUIT I 0 °/ j .�� HEALTH SERVICES AS REQUIRED. I LEACHING GALLEY(TYP.OF 8) :I / 2 i ^ ���/ I O/Q 2. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY FOX / :1 I / PROPOSED I o/ '� � ry. Q f - _ )DISTRIBUTION BOX 0 / / _� / / LAND SURVEYING DATED JANUARY 3,2019. ELEVATIONS ARE / / 4.0' Q�0 P T I / /iy0 / �� REFERENCED TO THE NAVD'88 DATUM. PROPOSED 8.5'X 4.75'X 2.0'DEEP E r- _ 0� �2. 1 i. /� 10, L F _ W F� AO ( / / (b�, 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH LEACHING GALLEY(TYP.OF 16) 1: / M/N r ��►►11 ^]/ ]� y�<� / / ('' ►� OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE F L '` CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN LG I PROPOSED AlR j ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED r LG 150.0" L ACCORDINGLY IN THE FIELD. i/`: F LG LG LINE { W i F LG LG LG I ��/ 4. A MINIMUM SEPARATION OF TEN 10)FEET HORIZONTAL AND I! S o� LG LG ,y g y/`� Tq �� / EIGHTEEN(18)INCHES VERTICALIS TO BE MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR r� f I F LG WA T RG LG MIN. 8 s a \ o z LG a• so L( o !' I STRUCTURES. ^ \ 201 LG �� , e 00 / S EXISTING CESSPOOLS TO BE PUMPED DRY Q) O i ,.� I 1 2' 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL ,p F P O a o \ 1� :- "::.,r;;, ,,;;,, ,,,, o- \�\ %"'ry C'0'QgTO�}- l 6 9� j 2"VENT LINE TO / P� JAND ABANDONED OR REMOVED IN NECESSARY PERMITS BEFORE COMMENCING WORK C o Q "' �, i PROP 8'MIN. ROOF WITH / �`' P� ,yo ACCORDANCE WITH THE SCDHS STANDARDS co 3 Z M a °`�f � "QSEQ _. ---- - ?7 CF ? .�� �� �\' 1 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN :> ';; � >;:<:> :::::,::;:;;:::.:;::•.:1\\\ L O 3a U WQ 2m J t u.THf](6�3 ;:; ;; <;::?::: :''-a R •:::•:. PR USE E Eq Y \\ s(' CARBON FILTER.� \ \, �P 0/y pGF \G0 FP O.\ ,OP NI� I, ACCORDANCE WITH TOWN,COU NTY,STATE AND FED ERAL LAW S ,\ \ CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE;; (O NN : cO FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRISANPARDDR1 / F \11 SHALL NOT BE BURIED ON-SITE. % ; KINGO 1 �W FUJI CLEAN USA AIR BLOWER T INSTALLED ON A 4"P.C. C/)0 CoPpSED 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL RTYAR SLAB AND BE HARD WIRED TO CONTROL PANEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE TRANSPORT,R T . O 2 \ O AND O L o TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 � O G S \ 1 / O •.;,.;•.,;.Rt;1p.,.,;;;;., 6' LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. p S Q � \ 3 :>;::t• ': >;.�;;; ROP o s / FUJI CLEAN USA CONTROL PANEL AND AIR BLOWER vAL F 1 .�l' \ O K.:.,:;::;- GARP / O \ \ p EN ! 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI O oo O ..................; \ �� / 2 DAY TRENT N O LIBERTY PUMPS EPSW71619 EJECTOR UNIT 36 X DE / 8 STRENGTH H CO CRETE. 2 \ 0 60 EP F WITH 2.2 H X 2 2 - ....:.... :-..::::::::.:::.�::.:::.::•:•::: . ...R .. :.:.�::.:::.:::::..... .�� • .�•' / P LSG 0 M 2 EXPLOSION PROOF GRINDER C) 9. SANITARY PIPE TO BE SDR-35 PVC ORAS SPECIFIED ON PLANS. \ to ;....,.;.. ,51'Q ::<:-::,.;:; :':;'::;;;::::: PUMPS OR AN APPROVED EQUAL &. :-::: ;::. :::..,:.:.:::::::: :k?>.';;::::;_:•r:;>: $� i'. + ea:e::::..: :: P P 0 - 10. DUR�..G CONSTRUCTION EROSION AND SEDIMENT CONTROL EXISTING DWELLING ..•,.,;G�y .... .,. #,, ^� o � � TO BE INSTALLED IN ACCORDANCE WITH THE / c „ :.• J F MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TO BE REMOVED ;:..;:; :,<:.;:; :::::::::::.::.. .....; ..........::.:.... r o 0 0 MANUFACTURES SPECIFICATIONS \ ::>:•::zsr.:;;:'h'QP::;;: ::;:t::::::::;:: ........... ...... ;:c::•;:a:>•.................... ;:>:a:::::•:•:;:;•::;>;:>:a.:>::c•::•:;: / 0 Q ) TRANSPORT OF SEDIMENT TOOFF-SITE AREA PND DRAINAGE \ PROP :: ::.:,:..;�,:: :, :.�Ef�/;•. .,.-;;:::r:::;z:z: ::e::;a>:;:-;-::::::©�.�5.:;::•;:-;::>: ...:..... -r`>:`-'�`:ca:?=<. ..� (PROPO / � \O °� INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE \ SP .:,_,:.,-(7Rt` ..'.,.. ::::::::,:.:::::'::..:. -:::::':.-..::.:.::.:.:.. ..... Z �, INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES HEALTH DEPARTMENT V P - .. ... ................. WATE SERVI AST IR N IP SPA � / 0 P E SLEEVE ATAPPROVAL STAMP \ :.::.. :e•- :•:..::::•:::-:•::. :;;::•::::;::. ::- .... y � SHALLCONFORMT "THE NEW YORK GUIDELINES FOR EROSION AND F, FOUNDATION WALL(TYP.) w\ SEDIMENT CONTROL'. ............... ................. .................... a O 35.1 :.:::...::::...::.:::. :.::::•:<:-:•::;•;., •.:::::.:...::;::.,:, ...,..:::•::;:::.;:;::;�C�,_,TSR .........,.,:;:;.;::;::.:::•;x;;;-:::-;:: p 2 ?•;:::.. '``;`'>::: .'` 1 1/2 SANITARY FORCE MAIN 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT ><: '»%> ? ( •� TO MAIN HOUSE WASTE LIN ...._...... .. AS DETERMINED BY STANDARD PROCTOR TEST. �:.:: :::.......... HDPE I/A UNIT BUOYANCY CALCULATIONS: 12. LOT AREA:113,907 S.F. EXISTING CESSPOOLS TO BE PUMPED _ :.:.-.:..::.::::.:.-•.-:.:::.::::..:.. . -�. -. i ,,-• � HIGHEST EXPECTED GROUNDWATER ELEV. - 2.0 ':.. ::;;::r.:. ::;:;:;::::::.....::: 1 13. THERE ARE NO WELLS WITHIN 150'OF THE PROPERTY. _ DRY AND REMOVED IN ACCORDANCE ,_ � ............:..•_:.;,;;;; , BOTTOM OF I/A UNIT ELEV. = 0.6 WITH THE SCDHS STANDARDS gam ' '� PROPOSED NORWECO TNT-1250 Dw f _-_- - O - _ (APPROXIMATE LOCATION) � _�- J / TREATMENT SYSTEM TOTAL BUOYANT FORCE: j 104.69 SF X(2.0-0.6)X 62.4 PCF -8,492#X 1.5--12,739# s 1 1 EXISTING WELL TO BE ABANDONED - ON _+ 1 RESIST FORCE WEIGHT OF I/A UNIT +12,272# +12,272#>-12,739# _-467#BALLAST IS REQUIRED. 2"VENT o DNr f O 1 THE VENT TO BE TERMINATED O FLAG j 467# /150 PCF=3.1 CF O Le P THROUGH THE ROOF. 0 j I 1 QJ �� �0 12"MIN. USE 4 CF CONCRETE BALLAST N " 6.50 ,... �8) \ ^ G� 6� 6 MIN. Z \ 0 CARBON FILTER ALL LEACHING POOLS SHALL BE PLACED IN ACCEPTABLE yJ\ DEVICE WATERTIGHT PLASTIC FRAME&COVER W/APPROVED LEACHING SOILS AS APPROVED BY THE SCDHS. IN THE / I \ N V LOCKING DEVICE TO WEIGH 60 LBS.MIN.OR O ci 24"0 PRECAST CONC.RISER EVENT POOR LEACHING MATERIAL IS ENCOUNTERED, QJ� \ N� HEAVY DUTY AND RINGS(12"MAX.HEIGHT) SECONDARY SAFETY LIDS/DEVICES TO BE PROVIDED EXCAVATION IS TO BE CONTINUED TO SUITABLE MATERIAL Q� F.F.EL 11.75 2"PVC LOCKING CAST IRON PROVIDE END CAP TYPE 24"0 PLASTIC RISER RINGS AND BACKFILLED AS DETAILED. CUTTING RINGS MAYBE �al\ VENT TO COVER TO GRADE(TYP.) LEVELING DEVICES AT (12"MAX.HEIGHT) REQUIRED. \„ CONCRETE Mp 9 BLDG. CLEANOUT OUTLETS COVER TRAFFIC V MIN. CONCRETE TRAFFIC CONCRETE CONCRETE o / \ EDGE OF CLEARING \\ �F I- (�<6J EL 9 CLEANOUT GRADE EL.9.6 FARING SLAB g•§ COVER EL.8.0 BEARING SLAB COVER EL.8.0 COVER 2'MAX, FINISHED GRADE / -_ - - - N INV.EL.6.0 VALVE 1'MIN. TRAFFIC V MIN. V MIN. 1'MIN. TRAFFIC BEARING SLAB \ INV.EL.5. 2'MAX. BEARING SLAB 2'MAX. 7 MAX. 2 `. /r INV.EL.7.8 INV.EL.6.5 - - T " " " I=® ®Cul L - 0®® ® z® ® - O® ® ®F- Fn INV.EL 4'PVC WASTE ® ®®®12 53® ® ® 53®® ® ® ® ® 4"PVC WASTE , r MiN. EL.5.1 2A' LINE PITCH 1/4 2"VENT TO IIA UNIT 4'PVC WASTE LINE PITCH " r MIN. LINE PITCH 1/8 8"EQUALIZATION 7-0. 8"EQUALIZATION 2,0" 8"EQUALIZATION 2'-0" 51 ® ® 118 INCH PER FOOT 20 0 INV.EL.5.8 INCH PER FOOT = ® 1E PIPE PIPE ® PIPE ® EL.4.0 0 INCH PER FOOT E .0.6 • MIN. MIN. MIN. ' TNT-1250 TREATMENT 28' ) 60 (10 MIN. 20'(2'MIN.) �I I� (16)20 FEET DEEP GALLEYS / ( / SYSTEM (5 MIN. I�I 7MIN. ) WATER EL.2.0' PROVIDE 4 CF BALLAST POLYLOK 3017-20H6 20' h I I I r III 1= GROUND WATER L- III ��I- J f D HIGHEST EXPECTED ROUND SEPTIC DISTRIBUTION �III�IIII�IIIL=1111�111� ( ) _� ILII I IIIk=III -••..: \ �� 8) BOX OR APPROVED EQUAL P4 mv�'i {p t'EZLEACHING GALLEY DETAIL � Q \\ SANITARY SEPTIC SYSTEM PROFILE ; �. ;: _ A cot- , \ �. NOT TO SCALE 'p Cl) 4,-6" 213/2020 NYSDEC COMMENTS Apn �� -18127/2019 COMMENTS 11 4ONG -_ MIN.COVER REVISIONS TF �6�wM 98, EX.COTTAGE F.F.8.8 GRADE EL.9.6 ori sTr 1 117 SANITARY FORCE MAIN SITE PLA' NSC INV IN 7.5 (HDPE)) Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education SCALE:1'=30'0" INV OUT 5.3 WATER EL.2.0 INV.EL.6.5 Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed EL 3.8 CAST IRON PIPE SLEEVE GROUND WATER 90°ELBOW Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing AT FOUNDATION WALL (HIGHEST EXPECTED) the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or (TYP•) NORWECO TNT-1250 TREATMENT Land Surveyor shall aft to the item his/her seal and the notation"Altered by"followed by his/her LIBERTY PUMPS EPSW71619 EJECTOR UNIT 36'0 X SYSTEM signature and the date of such alterations,and a specific description of the alteration. 60"DEEP WITH 2.2 HP XLSG202M-2 EXPLOSION S.C.T.M.: DIST. 1000 SEC. 116 BILK. 6 LOT. 14 PROOF GRINDER PUMPS ACCORDANCE RDANCEAPPROVEDW EQUAL COTTAGE SANITARY SEPTIC (TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES SPECIFICATIONS) SYSTEM PROFILE Scale:AS SHOWN Condon Engineering, P.C. CAGNOZZI RESIDENCE NOT TO SCALE 1755 Sigsbee Road 12700 NEW SUFFOLK AVENUE Drawn by:JJC CUTCHOGUE, NY of Mattituck, New York 11952 Date: 3/28/2019 (631) 298-1986 (631) 298-2651 fax www.condonengineering.com SANITARY PLAN 2 6/9/2020 PERMIT SET INCLUDES REV.4 1/13/2020 CONTRACT SET ( BUBBLES) 09/20/2019 BID SET 120 VOLT - 10 - 60 Hz - 20 AMP SERVICE NOTE: AERATOR,PUMP AND INTEGRATED SYSTEM CONTROL PANEL MUST BE PROPERLY GROUNDED. 4'DIAMETER ALTERNATE INLET LOCATION REMOVABLE INSPECTION COVER AERATOR MOUNTING CASTING AND COVER CAST-IN-PLACE GENERAL NOES: INLET LINE WITH CAST-IN-PLACE HANDLE WITH FRESH AIR VENT ASSEMBLY RECEIVING FLANGE ® APPROVE SEALING NVOR (D SINGULAJR*BIO-KINETIC°SYSTEM ACCEPTED BY NSF,OPERATOR,AS TING 60STED�D SEALING DEVICE LOCKING LUGS 0 MINUTES ON 160 MINUTES OFF. 9. III I Illi Ill/I Ill �FALL THROUGH SINGULAIR°PLANT FROM INLET INVERT TO OUTLET INVERT p O vO IS FOUR INCHES. INLET INVERT IS e TWELVE INCHES BELOW TANK TOP. ® ® $ O OD 4'DIAMETER ®ON DEEPER INSTALLATIONS,PRECAST EFFLUENT LINE Q p 171- RISERS MUST BE USED TO EXTEND ® ® O AERATOR MOUNTING CASTING AND v BIO-KINETIC°SYSTEM MOUNTING A — O O o o A 11 CASTING TO GRADE. INSPECTION ol D SOLVENT WELD COVER ON PRETREATMENT CHAMBER MUST BE DEVELOPED TO WITHIN CONNECTION TWELVE INCHES OF GRADE. 0 o BIO-KINETIC° SYSTEM O �e ®TANK REINFORCED PER ACI STD.318. MOUNTING CASTING ®REMOVABLE COVERS ON RISERS WEIGH AND COVER IN EXCESS OF SEVENTY-FIVE POUNDS ON ON ON EACH TO PREVENT UNAUTHORIZED GASKETED DISCHARGE FINAL CLARIFICATION ACCESS. s 1s a CHAMBER FLANGE ASSEMBLY ®CONTACT THE LOCAL,LICENSED ALTERNATE INLET PRETREATMENT SINGULAIR°DISTRIBUTOR FOR OFF OFF OFF LOCATION CHAMBER SINGULAIR°TANK OUTLET COUPLING ELECTRICAL REQUIREMENTS. oNTRoI AERATOR PUNT PLAN VIEW • TO 4"DIAMETER EFFLUENT LINE OPTIONAL BLUE CRYSTAL UREAKER BREAKER U EXTENDED AERATION CHAMBER CHLORINATION SYSTEM PROJECT ENGINEER'S APPROVAL: OPTIONAL BIO-NEUTRALIZER* BIO-KINETIC°SYSTEM DISCHARGE DETAIL I(WE)HEREBY CERTIFY THAT THIS SINGULAIR°AERATOR DECHLORINATION SYSTEM DRAWING HAS BEEN CHECKED AND IS (SEE NOTE 1) APPROVED FOR USE IN CONFORMITY BIO-KINETIC*SYSTEM WITH THE CONTRACT DOCUMENTS. AERATOR MOUNTING CASTING LOCKING LUGS DATE: BIO-KINETIC*SYSTEM MOUNTING UNDERGROUND POWER SUPPLY ENTRANCE BIO-KINETIC*SYSTEM CASTING AND COVER MOUNTING CASTING NAME: (SEE AERATOR MOUNTING AND INSTALLATION '' CONTRACTOR'S CERTIFICATION: DETAIL DRAWING) SOLVENT WELD I(WE)HEREBY CERTIFY THAT THIS CONNECTION DRAWING HAS BEEN CHECKED AND IS APPROVED FOR USE IN CONFORMITY • WITH THE CONTRACT DOCUMENTS. Kp •, r. - DATE: POWER PUMP AERATOR ALARMS COMM 1 2 3 1 2 3 •r , NAME: BREAKERS RELAY AUX ACIOC AUX CRITICAL DIMENSIONS r—POWER �—FLOATS • INCOMING PUMP AERATOR ONIOFF ALARM OVERRIDE Ig-1 q'-0' Iiy1 0'-3' LICON G P1 N G Al N G 1 2 3 4 5 8 Yt X 1L 9t 2C 1t U Jt I;L 9 1L M 22 X 1t ® ® Ip 3'-7 ®1'-4" I�2'-3' 015'-8* r ®9'-3" m T-o" HEALTH DEPARTMENT APPROVAL STAMP r r ®0'-3" [015!-6" ` \60\ 60' m IID ® ® r 60' • BIO-KINETIC*SYSTEM I m I ®1'-0" PRETREATMENT CHAMBER Ell 5% IY11'-8' FINAL CLARIFICATION CHAMBER � ®5'-6' fZl EXTENDED AERATION CHAMBER CAST-IN-PLACE AERATION norweca s 2 7 u.s. CHAMBER TRANSFER PORT BIO-STATIC*SLUDGE RETURN OUTLET END VIEW AND FOREIGN BD NOTE: PRETREATMENT CHAMBER MINIMUN REQUIREMENTS NOTE: SOME CRITICAL DIMENSIONS ARE PPENDING TS slNGuwR•WATDNETIa JM WASTEWATER SHALL BE: 1,250 GALLONS CAPACITY,16 GALLONS PER INTENTIONALLY LEFT BLANK TO BE FILLED NOTE:TOTAL SYSTEM CAPACITY: 2,850 GALLONS TREATMENT SYSTEM 2-1s o INCH OF LIQUID LEVEL AND 12 INCH=S OF FREEBOARD. SECTION A-A IN PER INDIVIDUAL JOB SITE SPECIFICATIONS. RATED CAPACITY: 1,250 GALLONS PER DAY MODEL TNT•1250 GPD NT " P69-706 E OR OTHER L N = M — M — FI GRADE SUITABLE COVER STOPPER OR END PLUG 115 VAC HIGH HEAD SINGULAIR O ON/OFF HIGH WATER ALARM TIMER OVERRIDE FINISHED SLATE OR OTHER POWER EFFLUENT AERATOR CONTROL CONTROL CONTROL STOPPER OR END PLUG SUITABLE COVER SUPPLY PUMP FLOAT FLOAT FLOAT GRADE GENERAL NOES: PART NUMBER: m A DEDICATED 20 AMP CIRCUIT BREAKER AT MAIN SERVICE PANEL SHOULD NOT BE ENERGIZED uND OrweC - LJ UNTIL THE AERATOR IS INSTALLED AND READY TO BE PLACED INTO OPERATION. FOREIGN JMM PATENTS PENDING SMICEPRD MM m INSURE THE AERATOR IS OPERATING WHEN THE FACILITY IS OCCUPIED. WASP SERI WIRINGDIAGRAM 1 11J ® THE LOCAL,LICENSED NORWECO DISTRIBUTOR WILL PLACE THE AERATOR INTO SERVICE. ° NTS W MM%V v 7719 = UJ F- w ¢ 4"PVC PPE LU LU 4"PVC PIPE 4"DIA.3J"ELBOW 1 ;. 4"DIA.45°ELBOWS FORCE MAIN CALCULATIONS: 4"DIA.60*WYE PIPE MATERIAL: HDPE FRICTION LOSS(C):140 FLOW 'r ,• PIPE LENGTH: 60 LF.INCL.BENDS(WORST CASE TO WASTE PIPE OUTLET) FLOW 4"MIN.DIA LOSS PER 100'@ 11/2*: 14.5' 4"MIN.DIA ELEVATION CHANGE 2.T CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC ' TOTAL PIPE LOSS: 14.SX 60 LF/10(Y=8.T+2.T=11.4' CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC • OF PIPE: 1.5 2X 0/4)=1.77 IN- AREA GPM: 38 CPM @ 11WHEAD LOSS(SEE CHART BELOW]l SANITARY CLEAN OUT SANITARY CLEAN OUT DETAIL { �• ; "" �) VELOCITY: V=0.4085 X FLOW I AREA OF PIPE(2 FT.PER SEC.MINIMUM) r ar CONNECTION y f� V=0.4085 X 38 GPM 11.77 IN'=8.77 FT/SEC>2 FT/SEC. D a NOT TO SCALE NOT TO SCALE USE A 1 1/2"HDPE FORCE MAIN !t d { ` 1 a Notes: i • r ` All wiring and equipment are to be be provided and installed by the Electrical contractor(EC)in accordance with the National Electric Code(NEC)and Local Electrical Codes. The EC will file all necessaryforms and a all fees for the 200 PY PERFORMANCE electrical work shown on these dravings.The contractor will PROPOSED arrange for all inspections and secare a Fire Underwriters certificate '� �'. too ELEC which is to be turned over to the owner at the completion of the 180 78 PANEL work RPTO 6 '° 'All foundation penetrations for en ry of directly buried feeders are d 1V ss ��++ %�''rrte� /�y ��++ to lie equipped with galvanized steel sleeves. RMC is to be used at ""� 4 "� Kms;., = * n •�. AL+r7 J+t/GoV"Series 160 all other foundation and floor penetrations. 69- e - i •s. ;� .-a-3i}.� '-C'•.tet.. .'n C":a,.*a `�Z.;�` FfFN umish and install new service equipment and circuit breakers as = k=r4 EXTERIOR RATED JUNCTION shown in these drawings. All panes and breakers are to be • :w . r ;� ,,€.r ,• r; �►�,r --,K 40 Sy 20 AMP BREAKER labeled. The electric panels are to be installed and rounded in BOX BELOW GARDE IN A a� g 1'34 accordance with the NEC and Local Electric Codes. t r l r4 r>, YY �',; :: s SPRINKLER BOX i .off ,. - :i :R?•:.>,t,� �u q:, -�.'Sc:"v�t-L=::s'dTi1:;::°`an�•�� - R1 i ,; tg U! 1120 12 AWG OF WIRE IN All switch and outlet boxes,juncti)n boxes,and pull twxes 52 r r n q.v;ziriY air- .s It ri,r.;tt 'r tf_n.. � - �� -„ �'" E, ,� �,f 0 3/4"PVC SCH 80 installed on the exterior are to be galvanized steel and rated for yjs t CONDUIT exterior use. <. ;.. .w `'00 43 P a r�t, ��pp All exterior outlets are to be housed in weather roof enclosures. 1r, `� �`: N`I t'x;.•'r"F (: <.Y. 3I`ti- - - I Ss: .2 1 so NORWECO WASP KSI 80 CONTROL PANEL I35 IA ELECTRIC RISER DIAGRAM ...��,- ' 60 26 NOT TO SCALE so REVISIONS 1 40 7 0 I- / 1 Plans are prepared by Condon Engineering,P.C. It is a violation of the 30 _..._.._ u ... New York State Education Law,Article 145,Section 7209,for any .10 person unless acting under the direction of a licensed Professional _ *. 0 Engineer,Architect,or Land Surveyor,to alter any item in any way.If an ` s I 10 , item bearing the seal of an Engineer,Architect,or Land Surveyor is W altered,the altering Engineer,Architect,or Land Surveyor shall affix to ` • '` 0 the item his/her seal and the notation"Altered by"followed by his/her 0 '^ I� ;f - tl , ,r r �4 y signature and the date of such alterations,and a specific description of "10 the alteration. ? � aFi{e;t#1ftll� toI n (s"' "f g i? $ 0 fps 20 25 3t7 ars 4t3 45 1 $ I Gallons Per Minute S.C.T.M.: DIST. 1000 SEC. 116 BLK.6 LOT. 14 JC1 ' z f Condon Engineering, P.C. CAGNOZZI RESIDENCE Scale:AS SHOWN F _ 12700 NEW SUFFOLK AVENUE P at 1755 Sigsbee Road Drawn by:JJC CUTCHOGUE, NY OF uck8, New ( 3 ) 98 19 ( 3 )298-2651 fax µ'~ � 6 1 2 6 6 1 2 ■ Date:3/28/2019 SANITARY PLAN www.condonengineering.com 6/9/2020 PERMIT SET 1/13/2020 CONTRACT SET (INCLUDES BUBBLES) 09/20/2019 BID SET PECON/c B AY 166.88' PR X,NE A�oNG GRADING LEGEND MATE H W M TW PROPOSED TOP OF WALL 1 TWE EXISTING TOP OF WALL `tl _ ,V 68 01 18 r BW BOTTOM OF WALL �- V V TS TOP OF STEP II A\ BS BOTTOM OF STEP IN, _ TF TOP OF FRAME TP TOP OF PIER M BP BOTTOM OF PIER FG FINISH GRADE � N TC TOP OF CURB 1 \ I I 5-0-01 PROPOSED GRADE '/E ZGNE E SURFACE FLOW DIRECTION ZONE X I -� `• o + SPOT GRADE 1 I �.` CN) FLUSH CONDITION PLANT BED GRADING NOTES lI 1 1. Existing contour interval is 2 feet. ' 2. Survey of existing topographic conditions as �I provided by Fox Land Surveying dated January 3, 2019. 3. Pitch away from all buildings and structures 2% ZO I \ \ minimum. Z A' N —————————————————————————————————— r - - 4. Maximum cross pitch on all pathways 2%. � O'V����F o �6 Minimum pitch on all paved areas is 1%. � I I I 1 5. Make smooth transitions between all slope changes and feather edges of all cuts and fills to blend with existing grades. \ I I1 6. All final grading shall be approved by Owner's \ I I representative prior to planting,seeding or M I sodding. g N 7. All excavated material not required for grading and filling shall be removed promptly from the site and I \J I [a) disposed of legally. j I I � • i .. I N g 1 / El I I j I I . .. . . ............. .... I 1 / I o I 0 I •�► /I cb o o �/�� / I •+FFE 11.75 I / I I / / I EE L03 #1 FO ENLARGEMENT ——————————— _j �O / r----- -- --- � I � I I I I I J I I 0 I I 1 Q- �?Cl i j I `b - E 10.63 I � I tF I C / P / I 0 ,OG'J . �/ / I SEE L03 2 FOR ENLARGEMENT I O ►,� i / �----#——————— - ----------------- ------� 1 o / / �° G� 0 / C4Q /C6 / OD LU LU 0 1 � i / o N� I 00 CV _.......... _....... .........._._. ---.............---.._..._................... -� �– —' ► S79035'00"E 346.50' ! I i NEW SUFFOLK AVENUE FOR CONSTRUCTION 2/10/2020 D E V 0 R E ASSOCIATES 2557 Burr Street Fairfield,CT www.devoreassoc.com 203.256.8950 CAGNAZZI RESIDENCE 12700 New Suffolk Avenue Cutchougue, New York GRADING PLAN SC-4LE: 191=201-011 DATE: (I N September 20, 2019 L02 0 >Ln 000 0 0 � o r t�J A Z :�r�- tiEn e r C bz'•� o , c: J— - ~ Wr �^ 5 C D O V v'• [S1 rn j � N � N o I i +BW.7.4 BW.7.4+ +7.75 BS. 7 S. 1 1 7.75 BS. 13S.7. 5+ v + + + + v +7.65 9.3 9.3 z. . . I TW. :+ +T. . .. cn TW.+ B W. TS... 9.05 8.2 9:05•.`.`.'.9:1 '9:15.`.`. NOTE: SEE CIVIL ENGINEER DRAWINGS FOR DRAINAGE " " ` INFORMATION. .. . . . . . ... . . . . . ... . . . . . .. .. . . . +9.2 +9.3 9.2+ 9 TW. (f5- • ' '•;9:155, v . . . .+ +9.05 BS. 9.1 o BS.9.1 9.05+ + . . + ggWW BW. 10 BW.9.4+ I I +9.2 9.3 9.2+ I i-E- 9.1 + TW.11.1 + +TS. B W.10.6 - TS. B W.10.6+ + TW.11.1+ } 0, ,-+T .11.1 + 10.6 . . . :. 10.6 . . ... . ... . . . . . .. . . .. . . ... .. .. . . . ...... 10.7+ .` 10.65 + 10.6 PLANTING : ; ;: . . .... .. . . . .. . . 10.7 . . ... . . . . . . . .. . . . ..... . . . . .. AREA, TYP. 10.7 10.7 : : ; .::;;:; . :°.`: .`: ,'.';:.`.°::';`;'::`;`: ::`: ;` . . .. . . : ; : : . 1 :+. ;/,:.. ` , • . ,;,,,,','.I, , ,, .... ,,::` ,', 10.85 :' .. . .... .. . . . . .. . . .. . . ','•- N O %V1,1,1% +10.9-10.9+ TW.11.6 11.05+ . . .. .... . . . . . . .. . 11.05 BS.9.6 + 11.1 BW: N 11.1 11, -�- +TW.11.1 .`. +BW.11.1 11.15 1.15 . . .'.. BS.9.65+ TS.11.15 11.2 - 11.04 +11.2 11.2+ 1113 11.4 \ 11.4 .�1.1 � 1.5% 1 - _J 1.4 11.4 l 0 + 11.4 1 0 o T 1.4 11• I + 11.5 11.5+ 11.4 0 9.9 + 11.0 / I -2d I 11.4 9.9 + ..... Terrace Grading Enlargement 10.2+ ..... '10: I . + 11.4 11.4 11.4 ....:,......^...:..:....:..,:°;.;;;...:.;.:,....::.........:..'. .10.25 . ; : ..: ...::;..10.65 ,3 11.4 :.:::::: ::: ::::.::::::: :::::':: ; : ' .;;:::;`;;; .:.;;:: ;;`; 11.4+ N �. . : TS. 115.3 z 115.3 ....`:.:...........;`.;... . ; ; ;; : : ; :. ;::: : :N : ;`;' :j1 3 + gg ~- . . . . . .... . . . . . N 10.4 10.5 +9.2 +BS.9.9 a? BS.9.9+ �' r 0 ' o -•'•,,....'.,,•••,•, ,,: .,,•,,+...;•,.,.._.•.•!•.•,•,•;,'.,^•,,: 9.9 10.4 . . .. . . .. .. . . ... . .. . . .. .. . . +9.8 9.8+ / +9.8 9.9 00 9.7 +9.8 �2% / +9.6 + 9.9 9 f +9.9 10.4 I \ +8.8 9.35+ / 10.3+ \ +10.3 FOR CONSTRUCTION 2/10/2020 '° D E V 0 R E ASSOCIATES 2557 Burr Street Fairfield,CT www.devoreassoc.com 203.256.6950 CAGNAZZI RESIDENCE 12700 New Suffolk Avenue / Cutchougue, New York TERRACE AND COURTYARD GRADING ENLARGEMENT SCALE: As Shown Courtyard Grading Enlargement DAA: 2 1/811 = 1' N September 20, 2019 0 3 0 D C> W' 00 0 oN c o �o 17 o l l� N. p �:: .:, '01 r e � )!` vou� b V] N � � VNNO i i i i LAYOUT NOTES: t"�C O N IC BA Y otherwise noted. 166.88' tr) 1.All dimensions and radii are to be to face of curbs or walls unless R L NE ALONG 2.Areas to receive paving,curbs,planting.,irrigation sleeves and other _� MATE H.VI/ site improvements shall be marked out for approval by the landscape M. architect ; 0 3.All pathways at doors shall be centered on doors unless indicated 68 18115r, otherwise I V 1 � 4.Expansion joints shall not occur more than 20'-0"apart in any �I concrete surface or as shown on the plans ' 5.Scoring and expansion joint layout shall be approved by the landscape architect prior to proceeding with work = �I 6.Expansion joints are to be located at the junction of all curbs,steps, M \ walls and paving adjacent to buildings Cf' �I 0 ' N � \ II / COTTAGE V VE ZONE E I •__, _ z �( L8). ��,.��- �•�` BEACH -� ZONEX --'''--•--• •��• ACCESS N 1� r f I \ CD z0 ;l ZONFqNFk r- — -----------------------------------, I \ I I N I I ' M ' I LAWN POOL N POOL .... .......... I EQUIPMENT I 1 I CONCRETE I 1 ( APRON 4'X8' I h ' I I 5'-0" I i I 1 I / I a I o / d 1 I r I SPA r I TER ACE .: �:; :=:�:`: <:'.;��-':-�::'.;;;:,':. r / I I 1 / I I COVERED PORCHSCREENED I / I ♦ /' / I N PORCH / I I / I PROPOSED 0 I RESIDENCE SEE L06 FOR NLARGEMENT 40 /S E F01 FOR I I ♦; ENCE AND PLANTED:'AREA;: .....:'...:. J0, / GATE DETAILS I Q� / (b I I I w � I I >\ ;/ I I v � ,♦ / � ENTRY I � i COURTYARD I I 94'-1" I 5P!� °o 0 1 °`� / I 00 94'-1" to I 1 LSEE L05 FOR ENLARGEMENT M -------------- ------------------------.I N�\ (b i/ I / COTTAGE E4 - 94'-1 " 20'-0"OO �0 94- L 8p 10, C). PROPANE PROPANE 1 5� nj/ TANKS — GENERATOR �° / / 2S' 97'-2" CONCRETE P ��O P� / �/ , o .0„ (1) 1,500 GAL (1) 500 GAL 1 APRON 00\ ' / / ��.� ,/� 101'-11" 1 4'-0" X 10'-g�� Z. J R / , o `•,, � 109'-7" 1 10, 0 122'-3" / Oh PLANTING BED NJ I r / % 132'-10" 4 VR WA 0 0 R 139'-7" / ♦ o 143'-10" 146'-1LU 0 " I W ♦ N1 146 -8" 00 NOTE: SEE ELECTRICAL PLANS 000 146'-8" I / / I FOR DRIVEWAY LINES. V / / / I 146'-8" / o w 146'-8" -1-- --� I 7 S79035'00"E 346.50' ! i NEW SUFFOLK AVENUE FOR CONSTRUCTION 2/10/2020 D E V 0 R E ASSOCIATES 2557 Burr Street Fairfield,CT www.devoreassoc.com 203.256.8950 CAGNAZZI RESIDENCE 12700 New Suffolk Avenue Cutchougue, New York DRIVEWAY LAYOUT PLAN SCALE: V=201-011 DATE: N September 20, 2019 L04 C) D �oC W CNo �' 00 C> c o A ~{ O -< o o y 11J rN d n �, bn 57028 ✓y y tdP ~ �^ t" opo Vyn. a � N"NN I I ALIGN r% co Z, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . to CD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — —— —— —— ———— ———— — . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WALL MOUNTED . . . . . . . . . . . . STEP LIGHT, TYP. . . . . . . . . . . . . . r3 FIELDSTONE . . . . . . . . . . . . . . . . RETAINING W TYP. . . . . . . ALIGN . . . . . . . . . . . . . . . . . ALIGN . . . . . . . . 00 1591 TYP. 8'-!-6 WEE r% Lo U) HOL DRAIN !4 DRAIN —7 . . . . .. 04 R, %1, /I I I J 11 00 �7771 -171-11. 71551� 55. 'WAL''Ml TED q q )AU . . . . . . . .. DRAIN WEEP 70-900 51-3" 'LO HOLE . . . . . . . . . . . . . STEP LIGH1, RUN CLOSE� I DRAIN 3 -TYP�. -PLANT BED.- I RUN CLOSE�L09J TYP. 1 + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PLANT BED. . . . . . . . . . . . . . . . . TYP. 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z' . . . . . . . . . . . . . . . . . . . . . . . . . . PLANTING btbp'�'T�P." z 01 * 111 , z z . . . . . . . . . . . . . . DRAIN' 3 . . . . . . . . . . . . . . 0 CD . . . . . . . . . RUN ,CLOSE�, 00 . . . . . . TO',EDGE 'OF. . . . . . . . . . . . . . . . . . . 1-4 PLANT'BED.- . . . . . . . . . . . . . . . . . . . C DRAIN . . . . . . . -TYP; 1!' �+ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e- Ir 7 0 + . . . . . . to AUGN 04 . . . . . . . . . . . . . . . . . . . . . . . . . . co T COLUMN 13 z I r3 Lo RUN CLOSE zi L09 < T EDGE OF PLANT BED. TYP. 1 POOL, .......... ........................................ SPA. PORCH P3 SEE L07 FOR PAVING PATTERNS L I PET— It FOR CONSTRUCTION 2/10/2020 D E V 0 R E A S S 0 C I A T E S 2557 Burr Street Fairfield,CT www.devoreassoc.com 203.256.8950 CAGNAZZI RESIDENCE 12700 New Suffolk Avenue Cutchougue, New York PORCH AND TERRACE LAYOUT PIAN FOR WALLS SC4LE.- 3/1611=11-011 DATE: 9 LqfflP0 6 September 20, 201 >Lq 00 C) C> T 0 4`.T1 1,� 614 'w �X— c) '1V 5"?<18 Yc� cn cn tz 't4 V w 0 L1 Omit 31 I 2" THK. JERUSALEM GREY LIMESTONE FINISH: SANDBLASTED AND BRUSHED WITH J" MORTAR JOINTS. LAID IN PATTERN AS SHOWN ON PLAN. STONE SIZE AS SHOWN ON PLAN. —2" THICK BLUESTONE JOINTS MORTAR SHALL BE WHITE PORTLAND CEMENT. FINISH: NEW YORK THERMAL SEE PLAN FOR PATTERN AND SIZING 1 " MORTAR SETTING BED 1" MORTAR SETTING BED { 'r., 'd d 6 X 6 X 6/6 WELDED WIRE MESH CONCRETE SLAB ` CONCRETE SLAB 4000 Z X A'- ifs- 4000 PSI AIR t `°&M'= r� `� PSI AIR ENTRAINED fid- N „ ENTRAINED a � CRUSHED STONE 6 X 6 X 6/6 r :' � Al's _` _14, COMPACTED x WELDED WIRE MESH .21 ` ';a r��rib.��: $�-�,�.?�,�. € �__®;�:,• 1==�1 _ CRUSHED STONE COMPACTED � _�I wt� ��€ `i�l COMPACTED SUBGRADE I=_dII,__II[--•IIi= lI1;....11(LIII `III€_;;ISI COMPACTED SUBGRADE Limestone on Concrete Bluestone on Concrete !! _ II 2 lit =1'-011 1 1 —1 -0 COMPACTED CRUSHED FINISH GRADE SEE PLAN STONE 1 "+ MORTAR FINISH GRADE SETTING BED GRAVEL PAVING —SUBMIT SAMPLES TO BE APPROVED 6A 1AjA#4 REBAR C�? ILAh BY OWNER AND L.A. =!I! I ,! >! I I- I ! ! f f _� If I§ .�. Fe s< o'. 1 2 O.0 . EA. ,s: �t IlI.�- ���_ �. 1 I '� FINISH GRADE WAY la; 11I�I cif - f gg o O o O O i °o°"o oo 0, o° oo °o o, �0 00 ,E " 4000 PSI i I` cD ! (( o o a o 0 0 " : X 4 CEDAR EDGING ` 1 a o o°, 0 000 °o a o0, f I IW AIR—ENTRAINEDIIII �`= �, § § § U-1 § ! ! ! I���`=-III III= CONCRETE :I I �__ � � � r � � �'� �.w d � �• I I--.I I I��-I_I,f- I I I. I f ;;I I �;; „ `..s �� I�Imo.. � I�=�.. - �� : =•y. --°�: ; �-�.��. .�; , �� ,� � I I: 1� �. 16 STEEL STAKE AS ,<. c # ISI I ISI I ISI I I f I I=- i i•-_--I t F� MANUFAC. BY J.D. � `�.: �:_ - �5 , rye �.`x� ��-�� �����_ �:�_�: �-.-,.�;� I�I ..-��_I I I.I CRUSHED ;: _ ISI I ISI I ISI I=III— I I f f I 1 �""�� �=------�---L--:mow----=�_- =�=� �•-� �� RUSSELL(800.888.9706) STONE `111f1Ilf ` _IIII=-- II .IIIIIIIIIII .fIII= 'III =lf •IIII';fl =f f I� I,I, I I I: I I I f If f f OR APPROVED EQUAL; =�§il'�lII!l--==1lIIl:=:=-=lull-=-IIIII�11111==1111#= IIIII� �•I(II�.— I �I�I~•= 1 I I�`I�If�I �I �II.�� TO BE INSTALLED 30„ COMPACTED � I=f I I I f�.=l I, .11=�I -=f O.C. MIN. III Ifl=III IIf -IIIfIlIflµ SUBGRADE 1 );I Iill`I"hill I_=1 hill I I`1 III I Fieldstone on Concrete Gravel Paving 3 !1 =1 1_ 11 4 lit =1 r-0„ 1 0 SEE PLAN BWESTONE SLAB WALL BEHIND — _ _—_ FINISH: THERMAL FINISH GRADE --BLUESTONE SLAB SEE PLAN I I FINISH: THERMAL FINISH GRADE I 2% TYP. 2% TYP. 1" MORTAR SETTING BED z TYP. ,t :.;•<, �'.:W Y N C� M• � N Z <'g :w`":�•';tir;,,: � FINISH GRADE D C� OVERLAP SEE ARCH PLANS e•.;;,.;._:; — s" MIN. !�" ; FOR BASE I TYP. _' ...z �..._ z SEE ARCH PLANS OVERLAP �4, g ` <" .;', ^'; `` N FINISH GRADE FOR BASE OF TYP — I w :hc: ~` STEPS AND STONE VENEER77 � I § FULL OVERLAP Solid Bluestone or Fieldstone Steps at Mudroom Solid Bluestone Steps at Terrace S rr = rr 6 1/21 1 =11 -0 1 1 1 1 0 I I I I I i I I I I I I NOTE: NUMBER OF TREADS & RISERS 4" +/_ REVEAL VARIES SEE PLAN ON TOP OF RISER I , 1 2% TYP. _ 2" THK. BLUESTONE TREAD, SURFACE: THERMAL SEE PLAN THERMAL BLUESTONE CURBS " MORTAR SETTING BED 2� PITC EASED EDGE ° o / 1 / I W a FIELDSTONE VENEER TO MACH J n ^ HOUSE W/MORTAR JOINTS 44 CONCRETE i I BASE TYP. ° " ! � . d a , 6„ -I � . � 4„ , n ° O a 1�`__-...__---.__.Ji'_ {�!_....__J�' FOR CONSTRUCTION 2/10/2020 ° ,0- -SEE �': ,l: ,I'e d ° SEE ARCH PLANS FOR BASE Tread with Fieldstone Riser Bluestone Riser with Grass Tread D E V O R E Bluestone e d !! — v 3/4" =11-011 A S S O C I AT E S 1 1 0 2557 Burr Street Fairfield,CT www.devoreassoc.com 203.256.8950 CAGNAZZI RESIDENCE 12700 New Suffolk Avenue Cutchougue, New York DETAILS SCALE: As Shown DATE: September 20, 2019 L08 D D o � N O t j 00 C N � � C O O O O C) � O J_ b0 .. \ r, � �, r ,� .•i N J w Cn 11J yroC� �� d tzP P Crl p N� N I I LIGHT AND TREAD EQ. EQ. VARIES - SEE LAYOUT PLAN - �'_j �� C FINISH GRADE- CONDITIONS VARY GRANITECOBBLE iv j - USE RECLAIMED O JAILI LOU 20 IT 1 MORTAR SETTING -••'. �- ��y�,� ,° ° -3C �-° �. 6 X 6 X 6/6 WELDED WIRE MESH "'I I I 7 v 4000 PSI AIR-ENTRAINED 0 °0 0 00 °o 0 ° :J t- I - CONCRETE W/ 6X6X6/6 WWF io o° 0, °o°°0 00 °°0 0 °° I _- CRUSHED STONE "'I I' I I Oo 0 00 0000 °0 OO A �I{II � RECESSED LIGHT, TYP. COMPACTED SUBGRADE FIXTURE: HUNZA 'Pure LED' I I fI� EURO STEP LIGHT SOLID EYE LID CAT. NO. ESLS / L FINISH: STAINLESS STEEL WWW.HUNZALIGH71NG.COM FINISH GRADE R TOP OF STEP Granite Cobble Paving on Concrete Wall Mounted Step Light 1 1 1/2 _1 -0ri (:2) 1 1/2" —1'-01 ' 1 — 2" BATTER15" 1'-0" CAPSTONE TO BE FULL WIDTH OF WALL U•' w M FINISH GRADE Q U)i o VARIES - SEE L03 2" WEEP HOLE AS SHOWN ON L06 IIT-`_. . IIII-IIIII=I I(I.1=�����=��•���_ 11•••. IL)I-111101111=11111— w — — - FIELD STONE LAID IN SOLID TYPE "S" MORTAR- SEE 1 IIII-IIIII-IIII SPECIFICATIONS `=IIIII=IIIII- NOTE: EXCAVATED w `IIII-IIIII-II1 ROCK OR RUBBLE MAY BE > IIIII-IIIII= USED IN THE WALL WHERE �I�I-IIII=I�, IT WILL NOT SHOW. 3pt ` III-ILII=1I II „ -1 4 DIAMETER PERFORATED PVC SEE PLANS FOR LOCATION OF FINISH GRADE iv IIII-IIII-I�, DRAINS THROUGH WALL —_—_ #5 BARS 2'-0" O.C. IN r ' _IIII IIIII I-IIII SOLID GROUT FILLED t ' III=IIIII-IIIII- COLLAR JOINT SOLID GROUT CORE - ', : '•;;•' II I-IIIII-IIII I- 21111- 0 I I I-1I ` 21111 3/4" CRUSHED STONE -IIII-IIIII-III I . • . . � I I I-IIIII-IIIII- IIIII=IIIII= _ - COMPACTED SUBGRADE _ • ' -IIIII-IIS-IIIII��; I-11111 a. . - _ v v v•_ v: v _v _v _ v _ #5 BARS ® 12" O.C. ' - - (4)-#5 BARS CONT. _ Q• _ o• _ v Q ' CONCRETE FOOTING Fieldstone Retaining Wall FOR CONSTRUCTION 2/10/2020 D E V 0 R E ASSOCIATES 2557 Burr Street Fairfield,CT www.devoreassoc.com 203.256.8950 CAGNAZZI RESIDENCE 12700 New Suffolk Avenue _ Cutchougue, New York SITE DETAILS SCALE: As Shown DATE: 09 September 20, 2019 D W o, c w 00 No 0 0 H~ � 'T1 V U 1 (_ ►--] r r ' 'J 51 n tzP � c oho d M � N c N" N � VWwo i POOL, SPA, GENERAL NOTES: COPING JERUSALEM PORCH GREY LIMESTONE GRANITE OR FINISH: SANDBLASTED I TILE T.B.D. 1. All existing information pertaining to existing grades,utilities, and other existing AND BRUSHED, TYP. conditions is based on a topographic survey prepared by Fox Land Surveying, Westhampton Beach,NY. 2. It is the responsibility of the Contractor to check grades,dimensions and other existing BEGIN STONE VENEER AT conditions.Any discrepancies noted shall be reported to the Landscape Architect before FIRST RISER, TYP. BOTH TW 7.9 in TW. .94 proceeding with any work.Any work started before acceptance by the Landscape Architect SIDES OF POOL o shall be the sole responsibility of the Contractor and shall be subject to corrections by him 15" SPILLOVER I without additional compensation. LWALL 14 3. The Contractor shall coordinate this work with other Contractors performing work on the J TYP site. 4. The user of these drawings is cautioned that underground utilities and foundations are not -}-9.4 -F TW.8.9 TW.8.9-I- 9.4-1- shown on these drawings.All necessary precautions shall be taken for the client's and public's safety and welfare during construction. 5. All existing improvements,paving,curbs, structures,and plant material to remain which I FACE OF POOL I are damaged shall be restored or replaced to their original condition by the Contractor WALL, TYP. I ' without compensation. LIU 6. All work shall conform to applicable federal, state,local laws,codes and regulations. EDGE OF DEEP END __ _ 7. The Contractor shall contact all appropriate government and/or private utilities before any COPING, TYP. 71-611 J excavation begins, and not proceed with work before receiving all necessary permits and/or oo authorizations. LIGN 8. It is the responsibility of the contractor to procure all necessary building permits and to -2 POOL SHELL v Q arrange for all necessary inspections. LP2 -----I AND COPING 9. All dimensions are to be to the face of the curb or walls unless noted. o p 4 10. All necessary precautions shall be taken for the client's and public's safety and welfare 2499 � during construction. . . . . . . . . . . . . U_ . . . . . . I INTEGRATED o I . . . . . . . . POOL NOTES: . . . . . POOL WALL -,;of# I AND SKIMMER, I . . . . . . . TYP. I TYP. I __ = w ' . , ° ` 1. Contractor is responsible for verifying that the pool conforms to all local building and health code o requirements,including adherence to all setback requirements. In addition,the pool is to be built in Fn I " - " • " - • • I accordance with the most current edition of the National Spa&Pool Institutes standard code for Residential 1 If I Pools. 8 m 2. Contractor is responsible for contacting Call Before You Dig prior to construction. 3. Size and depth of pool as per specification and drawings. I I z 4. The pool and spa coping is to be Jerusalem Grey sandblasted and brushed,in the sizes shown and with the a Z surface/edge treatments as detailed on the drawings. Or •U 5. Contractor is to supply and install all mechanical and electrical equipment necessary to provide a fully • • • •° • • • • functioning pool.Pool contractor shall size all equipment.All electrical wiring and switching is to be COPING. JERUSALEM . grounded and installed in accordance with current electrical codes. Pool equipment to be located as shown GREY LIMESTONE I w on plan. NISH: SANDBLASTED I I ' c� 6. Contractor is responsible for providing compacted backfill around pool shell as specified. Landscape AND BRUSHED; TYP: I r7 • ' • • ' • Architect to be present when backfilling pool shell walls;contractor to give Landscape Architect at least 48 z hours prior notice. 7. The pool is to have a heater as specified under Mechanical.Contractor is to provide all materials and labor ------) I for trenching,piping and connections to gas supply. 8. The pool is to have interior lights as specified under Mechanical. 9. The contractor shall include in his price the cost of supplying water to fill the pool. 10. The pool is to have one salt chlorine generator and associated filtration as specified by contractor. SHALL6W END I 11. Provide one Hydromatic automatic pool cover by Coverstar or approved equal.Color to be approved by 417011 I Q Landscape Architect and owner. CY 12. The contractor is responsible for providing a winter cover. The location of the pool cover anchors are to be . ` ' . 12" I reviewed in the field with the Landscape Architect prior to installation.Color to be selected by Owner. 4'-6"SQ. TYP. I 13. The contractor shall save all installation cut sheets and manuals that come with all equipment,such as N I , • . , . , motors,pumps,filters and lights.The packet shall be given to the landscape architect and transferred to the p, I owner. a I 14. Contractor to supply Automatic Shut-off Valves as per current NY State pool code. I = 15. Landscape Architect to approve location of auto cover key switch prior to installation. F- 24" > I . . . . . . . 6"•TYP. 1 SQB o i 6"TYP. i'• SITE a . N 4R®1 m 1. Contractor is responsible for installing,maintaining and removing the access road. - - - -- - - - - 2. Metal plates and woodchips are required for protection of subsurface structures during the construction period the contractor shall provide,maintain and remove them as necessary.See Plan for areas -1-9.4 9.4-I- 3. Contractor is responsible for providing temporary construction fencing around pool during the construction period. Fencing is to be maintained on a daily basis by the contractor. +9.4 a to 5 EQ. SECTIONS STRUCTURAL (Recommended Minimums) Z z , Pool: 9 1. Dimensions of pool are to be as per drawings. Q ¢' ' ' ' ' ' ' 2. Depths: Shallow:4'-0" Deep:T-6" 3. Steel schedule: , . . . , -Concrete walls reinforced with#3 rebar, 12"O.C.horizontally&vertically where pool depth is less 00 . . . . . . . . than 5§0" -Concrete walls reinforced with#3 rebar, 12"O.C.horizontally&6"O.C.vertically where pool depth is more than 5'-0" 4. Minimum 6"crushed stone under pool floor. . . . . . 5. Grade beam to be I V minimum,or as determined by thickness of coping. 6. Walls and floor to be a minimum of 10"thick. 7. Concrete to be a minimum 4000 psi Reinforced Shot Crete. 8. Contractor to install concrete stairs and swim-out as per drawing. 9. Contractor to install two 10"dia.main drain pots with hydrostatic relief valve.Based on field conditions, additional hydrostatic relief to be added at contractor's discretion. 10.Contractor to install frost proof subway tile manufacturer and color TBD. Provide samples for approval by Landscape Architect and Owner. 11. Provide hand troweled plaster finish. Color to be submitted for approval by Landscape Architect and Owner. 12. Backfill pool walls as specified in the attached Specification Section 02200. MECHANICAL : 1 . . . . . . . . . . . . . . . . . . . . . . . , . , . Pool: (Pool contractor to size all equipment and quantify on bid form) 1.One Sta-Rite cartridge modular media filter 2.One heat exchanger as specified by contractor. 3.Connection to existing underground propane tank. 3 EQ. SECTIONS 4.One 1 '/z or 2 HP fully rated super H pump or equal. BOTH SIDES 5.One salt/chlorine generator 6.Three automatic skimmers. 7.Five min.return/inlet. +11.0 11.0+ � 8.One auto fill spout,contractor to specify how fill spout will connect back to house. Include one hose COPIN 'J RUSALEM bib connection in the pool area. .GRE . L MESTONE 9.Four(4)Pentair LED pool lights.Wattage to be recommended by pool contractor and approved by FINISH: AN BLASTED landscape architect. SHAPE AND FINISH TO BE DETERMINED BY OWNER. -AND 'B US ED, TYP. 4'-0" 4'-0" Z 10.Contractor is to provide all materials and labor for trenching,piping and connections to gas,water& e. O N electric supply.All utility connections to conform to local applicable codes and ordinances.Provide for U _o meter bar update if required. �j N 11.Provide all electrical trenching,grounding and connections to pump,lights,deck and deck equipment. 00 12.One main shut-off switch(kill-switch)to be provided in immediate vicinity of pool.Location to be Ci m approved by Landscape Architect and Owner. 4 N 0 13.One Intelliflo SVRS-VS circulation pump(For spillover feature) 18" - - - - 1811 . . . . . . . . +11.OL - - 41.0+ I �o ACCESSORIES: iv Pool: COVER VAULT 1.One manual vacuum cleaner unit. (BELOW) 2.One wall brush. 3.One hand skimmer. 4.One thermometer. : 5.One test kit. I 6.One loop-loc safety mesh winter cover for pool.Color to be selected by Owner. -- N ' ' ' ° • ' ' 7.Include start-up of pool and owner demonstration of equipment. 8.One automatic hydraulic Hydra-matic pool cover or approved equal. Color to be selected by Owner. 9.All visible drain and intake covers and scuppers to be gray. L - - - • • • • • • • • • • • • • . . • • . • • . • • • • • . • Submit sample to landscape architect and owner.to landscape architect and owner. T; [E-31 POOL, SPA, PORCH I Pool Layout Plan 1/411=11-011 SPA SPECIFICATIONS: STRUCTURAL (Recommended Minimums) 1. Dimensions of spa are to be as per drawings. 2. Depth shall be as shown on detail. FOR CONSTRUCTION 2/10/2020 3. Steel schedule: Concrete walls reinforced with#3 rebar, 12"O.C.horizontally&vertically. 4. Minimum 6"crushed stone under spa floor. 5. Grade beam to be 11"minimum,or as determined by thickness of coping. 6. Walls and floor to be a minimum 4"thick. 7. Concrete to be a minimum 4000 psi.Reinforced shot Crete. D E U O R E 8. Contractor to install concrete seat as detailed. 9. Contractor to install one 10"dia.main drain pot. A S S O C I A T E S 10. Provide hand troweled plaster finish. Color to be submitted for approval by Landscape Architect and 2557 Burr Street Fairfield,CT Owner, www.devoreassoc.com 11. Backfill spa walls as specified in the attached Specification section 02200. 203.256.8950 MECHANICAL ( Pool contractor to size all equipment and quantify on bid form) 1. One C-100 Hayward cartridge System 2. One Hayward 3020 circulating pump 3. One 405,000 BTU propane heater 4. One CF250 offline chemical feeder `*" 0 5. 2 Hayward 3020 Hydrotherapy pumps ` J 6. 8 Hydrotherapy heads CAGNAZZI RESIDENCE 7. One Hydromatic automatic spa cover by Coverstar or approved equal. Color to be approved by Landscape Architect and owner. 12700 New Suffolk Avenue 8. One auto fill spout;contractor to specify how fill spout will connect back to the house.Include two hose Cutchougue, New York bib connections in spa area. 9. One SP 1070SL surface skimmer with two independent return lines 10. One 100-110V underwater light connected to an automatic control system POOL AND SPA 11. One Jandi or Compool automatic control system LAYOUT 12. Contractor is to provide all materials and labor for trenching,piping and connections to gas,water and Pool Terrace Section electric supply.All utility connections to conform to local applicable codes and ordinances.Provide for 2 meter bar update if required. SCAE: As Shown 10 Scale 13. Provide all electrical trenching,grounding and connections to pump,lights and equipment. DATE: September 20, 2019 >Ln 0 O N N N W 00 C> o td C� V �d d Z 3co � �UUr v � o > y 6 o- I'_I s• tin C> 04 n� r� lam+ �• , ^ /` '1� - llJ �b C) C) yn vy�. N• N .w W i i 18" MIN LENGTH Y4" MIN THICK W/ 45 DEGREE BRACING (NO SEE POOL LAYOUT PLAN MOVEMENT WILL BE ACCEPTABLE) AUTOMATIC POOL COVER JERUSALEM GREY LIMESTONE COPING: THICKNESS: 3" OOL WALL AND COP G SEE POOL WALL DETAIL FINISH: SANDBLASTED AND BRUSHED; PROVIDE SAMPLE FOR TYP. COPING NOTES EDGE: SANDBLASTED AND BRUSHED W/ EASED EDGES TOP AND BOTTOM LA TO APPROVE SAMPLE %" JOINTS TYP. FINISH NOTCHED BOND BEAM AT FlNISH GRADE SEE POOL PLAN FOR COPING DIMENSIONS. GRADE COVER BOX (COVER BAR TO VARIES-SEE BE HIDDEN BELOW COPING) PLAN I 1" MORTAR SETTING BED FACE WITH FROST PROOF TILES TO MATCH POOL TILE. E(CAPSULATED TRACK FOR PITCH TOWARD POOL I AUTOMATIC POOL COVER r � ( d FROST–PROOF TILE SEE STRUCTURAL 2 a •• \ COVER VAULT & NOTCH v IDIMENSIONS TO MEET LI— a ° AaNOTES ON LPI •oN MANUFACTURER'S POOL SHELL T O BE 4000 PSI AIR ° I a a RECOMMENDATIONSENTRAINED REI FORCE YCOLOR OPTIONS ° a a -.11—MINE, TO BE SUBMITTED FOR APPROVAL BY v a• ° a ' ? e a Q a a ° LANDSCAPE ARCHITECT AND OWNER. ° PLASTER FINISH 1i! 1 i iT e a �j T COMPACTED SUBGRADE l I ( 'a 4 A y "' "» 10 MIN, f3 A Aa i SII' I SEE POOL SPEC. ;��1�;;,LLT a A STRUCTURAL NOTES 4 II • 'a 'a •,; Cover Vault Pool Wall and Coping 2 1" = 1'-0" 'WALL I _ Q CL OF COPING STONE AND SKIMMER STONE SKIMMER COVER, CUT REAR EDGE OF I TO FIT SKIMMER BUCKET. COPING COVER STONE TO BE CUT FROM SAME POOL COPING STONE THAT THE COVER IS LOCATED IN PLAN „ STONE SKIMMER COVER TO ALLOW ACCESS TO FINISH 6” 12"f 6" SKIMMER BUCKET GRADE LO V Lo V IAZZ e ' DRESS FACE OF A SKIMMER SCUPPER WITH TILE – 4 QUARTZITE POOL FINISH SECTION Skimmer Detail 3 3/4" = 11-011 JERUSALEM GREY LIMESTONE TO MATCH POOL THICKNESS: 3" FINISH: SANDBLASTED AND BRUSHED JOINTS TYP. SEE POOL PLAN FOR COPING DIMENSIONS SPA COPING BEYOND TILE TO MATCH POOL TILE SEE STRUCTURAL SPEC. EASED TOP WATER LINE EDGE, TYP. FINISH GRADE � 1.5% 1 5% \ INISH GRADE TYP. TYP. u d d to d 'd v d dd BENCH d•,a 4 . R=1" .$1 •. " d v 4° • v 4 FOR CONSTRUCTION 2/10/2020 d d� d 4 d d :Q a d SEAT '§19'ES 3/4». n . v E — .a q . BAC TO FRONT - o Q a D EUOR 4 d Q • Q . 4 a d• d ' A d LIGHr�T ASSOCIATES LOCATIONsk 2557 Burr Street Fairfield,CT Q www.devoreassoc.com 4' 4 BELOW 4 d 4Q 4 203.256.8950 Q d dq BENCH ° 4 © d d � . 16" TYP. SPA SHELL WITH QUARTZITE FINISH TO MATCH POOL. SEE CONCRETE NOTE ON: CAGNAZZI RESIDENCE 12700 New Suffolk Avenue d cutchougue, New York Spa Detail -T 1" = 1'-0" POOL DETAILS SCALE: As Shown DATE: September 20, 2019 L 2 D C) W co o � o 0 W � 0 � o r^ rei v c•; / N c c_ .fir,,,° •'�� `°(` n�.•;! - ' tJ tz N O tz N N � wo i LIGHTING FIXTURES P&CON/c 1. Moon light fixture by Kim Lighting Spun Copper Bullet C24 in natural copper and1 13AY bronze finish. 66.881 PF? 4L � TE H W M 2. Path light fixture by Hevi Lite,Inc.HL-6500 without stem extension in marine grade finish color to be determined. N68018'15,, 3. Post light fixture by Hevi Lite,Inc.HL-6500 with stem extension in marine grade ' finish color to be determined. 1 11 _ I 1 I M M6 ' N O � \N � VE ZONE EL8)Co I —• Z • �•� CN31 goo cr I • / I r , Ip N��F�F k 1 ALIGN I N'\ II 1� I a 1 M1 C �I 3 MOONLIGHTS < W N TO ILLUMINATE I \ LAWN 2 POST 3 POST LIGHTS 1 LIGHTS I 3 MOONLIGHTS I TO ILLUMINATE TERRACE 1 1 d p 1w 1 / i I 1 1 ` I / / ALIGN 3 MOONLIGHTS / TO ILLUMINATE LAWN J � ♦ / D 4� 139-6„ - 0 1 / G7 1 Z r 64 PATH Q 10 : Q.•.EQ. :;;: <: ::,:, :: '; .:':;',: 0 1 0 \\Z LIGHTS ♦� CO �j / 2 PATH D �� / / LIGHTS r I 9 PATH 1 v �� / �/ tiZ Z Z LIGHTS o 1 1' /� 3 MOONLIGHTS TO ILLUMINATE COURTYARD O ♦ / / gL 10'-0"10'-0" i EQ. EQ. CO ' OZ 1 OX OGS 1\�♦ 1 QOOPte. CO V. 3 MOONLIGHTS QZ 1 TO ILLUMINATE 1 DRIVEWAY /co ♦ j / 3 MOONLIGHTS 1 / 41 ' TO ILLUMINATE 1 W / DRIVEWAY 1 W LU N � 00 v 3 MOONLIGHTS 1 / TO ILLUMINATE 1 DRIVEWAY I 3 MOONLIGHTS i ♦ I TO ILLUMINATE 1 V DRIVEWAY 1 / I i S79 3 "E 346.50' ! i EW OL K AVENU E FOR CONSTRUCTION 2/10/2020 D E V 0 R E ASSOCIATES 2557 Burr Street Fairfield,CT www.devoreassoc.com 203.256.8950 CAGNAZZI RESIDENCE 12700 New Suffolk Avenue Cutchougue, New York LIGHTING PLAN SCALE: 111=201-011 DATE: N February 10, 2020 W O\D tQ N 0 O N N � O U 9b /. 0' 71 p� O G 7O V7 N 0 N� N , W O W" W I i i i I ON IC BAY166.88, /ppr,'N, ALONG MATE W.M. i N68°18► _ 15w 1 o I N \ ----------------------- ----------- -------- ----- -- -------- VE ZONE E r I z I ZONE'--�I—•---'" • ( � I I ' `•1' • I N I > NF N��F(F X• I I I j 46 I I I �• I M ' ( ; / II .:.:.... :... a I I / SEE F02 AND � I / FI PROPOSED 03 FOR I I ��► �, FENCE AND I RESIDENCE I GATE DETAILS I I I i I Al // I SEE'::F03..FOR..,ENLARGE, NT JtS / LSEE 02 FOR ENLARGEMENT -------- — --- —� — F-----------� ' ,/ COQ • � I Q� O ON � I i P��►\ (O f �O C / OCG ,rte G ° / I to / I 0-)i / �v / N06 J �N Ce I -h 1 • If - - -- --L-- -� S79035'00"E -77 346.50, ! i NEW SUFFOLK AVENUE FOR CONSTRUCTION 2/10/2020 .. .�z;.. :. D E V 0 R E " } ASSOCIATES 2557 Burr Street Fairfield,CT w. wwdevoreassoc.com 203.256.8950 CAGNAZZI RESIDENCE 12700 New Suffolk Avenue Cutchougue, New York FENCING PLAN SCALE: 111=20'-0" DATE: N October 4, 2019 FO D D CN N � N N N O O O � O O O o Doo ITI En En ,,y b r �/1 �, Co a y oro o r,Zim r�i o cn � (Z/— to ��•, P, N O ..i C�7 Ota V A w W p i 11 1 mom 1 ' SEE F03 1 ' `•ftftb 1 _ _.— --•r I / I 1 / 11 1 -- 1 � 11 1 1-1O- \ 1 1 / l � 1 / 11 1 95'-5" \ \ 84'-11" \\ 2 SAND FENCE :' \ FOS POOL FENE :' ❑ ❑ APPORX. 270 LF EQ. SECTIONS :`. . . . . : .'.`. . . WITH POST SPACING: 86'-4" . . . . . . . .. , \ 90'-10" El 102'-10" / . . . . . .. . . . . . . . . . . . . . / :. . . . . . . . ..... . . . lo / ol . . . . :':' . . . . . . . . . . . / 40'-11" / 074 / / / / 57'-1" —� / 60'-4" o Iu / I / 52'-6" / � I / O ' I 0 END CEDAR FENCE SAND FENCE � ,,.'.�.�.`. .. . .•. . .�. . . . .•.•.•.•.`. . .. .•.•.�.`: : .'. . :'.`: .`.". . FOR CONSTRUCTION 2/10/2020 1 CEDAR PANEL I FOS POOL FENCE CEDAR PANEL APPROX. 16 LF POOL FENCE 2 EQ. SECTIONS APPROX. 24 LF ( . . . . . . . . .` ` AT 8' EACH 3 EQ. SECTIONS AT 8' EACH I.:, :. ,:.:......,:;: : . " :":,:,.;: : :;.;.: : :,:,:,:,:,:.. :;:,:,:,. :,:;:: :,: ,. .::.: ::,: :.:;: :. : . . . . . . . . . . . . . : D E V 0 R E 13 .: :. ..:.:.: : : : : : : : : ASSOCIATES 2 CEDAR DOUBLE ..`.`. 2557 Burr street Fairfield,CT F04 POOL GATE ;.;. www o3 256 8950 m CAGNAZZI RESIDENCE 12700 New Suffolk Avenue Cutchougue, New York FENCING ENLARGEMENT SCALE: 1/g,1=1'-0" OWN DATE: N February 10, 2020 D W � 000 N N O O N N O O cry rt ( .✓;,," ) �! M ni "rd � ox u?3 / r w � oP VaNO N� N pt's � W p W.. W i 1 1 CEDAR WITH SAND 3 ENCE SINGLE POOL F04 GATE 1 ���•� �` EXISTING PATH SAND FENCE 2 POOL FEN FO5 ��. APPORK 70 LF EQ. SECTIONS .�`. POST SPACING: ' 0' 6„ TYP. SAND FENCE 2 POOL FENCE FOS APPROX. 129 LF APPROX 17 EQ. SECTIONS POST SPACING: 8' N I I � LO 00 \ r o I I to � 1 N I I �1 1 I 1 � 1 1 . 1 ❑ ❑ . , , . . . . , . . ',',',',',',',',',',','•',' of I ❑ Ii . . . . 1 I :'. .'. . . . . . . . I 1 �I I 1 . . . . . . . . . . . .. < . . 1 I . . . . . . . . . . . . . . . . . . .. .".". 1 . . . . . . . . . . , . . . . . . . . . . . . . ` : : . END SAND FENCE BEGIN CEDAR PAN I 13 . . .'. ..'.'. , . .".`.. .'. . .'.'.'.".'.". I I FENCE ALIGN WITH END OF ; ,;;',;,;; ; ; ; ;;;; , ,;,; ;; ; ;,;,, ; . .,. . ... ., WALL . . . . . . . ;, ',. .,,;. ;, ; ; ; ;,,;;, ;,;;; .,;, , ALIGN173 1 t °1 CEDAR PANEL POOL 1 t FENC FOS APPROX. 50 LF 'T tT1 6 EQ. SECTIONS t APPROX 8' EACH 1 I 41 II I � � 1 I I I CEDAR SINGLE 1 POOL GATE F04 1 1 I � I �I 1 N 1 1 FOR CONSTRUCTION 2/10/2020 + . . . . . . . . . . . . . . . . 1 1""*�"�,.*,�'I."."""",.,*�l.*"""" 1�1.11--.11111- I-�I. - -V D E V 0 R E 1. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CEDAR PANEL POOL 1 A S S O C I A T E S 1 FENCE FOS 2557 Burr Street Fairfield,CT I www.devoreassoc.com . . . . . . . . . . . . . . . . . . t 2 EQ. SECTIONS . 203.256.8950 .:. . .:. .:.:.:.: :.'. ..:.;.: :.;.:, .:.:.::;.:. .:.::".`.;.: APPROX 8' EACH ` '. . . . . .. . . . . ' ' ' ' ' ` " ' ' . . . . . 'll I 1 I I t CAGNAZZI RESIDENCE 1 I12700 New Suffolk Avenue 1 Cutchougue, New York 1 IFENCING ENLARGEMENT 1 I I SCALE: 1/811=11-011 1 DATE: 1 February 10, 2020 03 N D W � O\o O ON N O N N O � ooU ... hoz o, � Mrd ('� <<:9y� �s�'�':� r.✓�� .���`)11 - O� Sr\mss4 c} ^ 0 � 0 .yam a N � ryN" N W O W" W f 1° Wood Gate and Fence Material TYP. Specifications: Wood-Wood for posts and boards shall be clear western red ALIGN CASE LATCH RADIUS ALL TOP cedar;select grade.Contractor to determine if internal T MEMBERS " bracing is necessary and provide all necessary internal YP. SEE NOTES bracing to prevent sagging. = cY Ski— U') —(jHANDLE Wood Finish-Painted to match trim at house. Ld w = Ci Fasteners-All screws,nails or other fasteners shall be stainless steel or other nonferrous metal to prevent rusting or VERTICAL FENCE PANEL bleeding during the weathering process. Hardware: Magna latch side pull in black with lock. ~ 5 "X5 " POST, Mount on pool side J TYP. Hinges. 4 stainless self-closing spring hinge LL- Material: 401 stainless steel J U-1 GATE AND — 4 EQ. CTION Finish: Black powder coat HINGE Provided by 360 Yardware, oQhttp://www.360hardware.com, Tel: = 51" 866-923-9273 Self-closing hinges by 360 Yardware � 1 Ph. 866.923.9273/www.360 ardware.com TYP. Y 4"x4"self-closing hinge(set of three)#SP51-US32 1" BEVEL, TYP. Material: stainless steel Finish:brushed = N Additional Hardware: Provide gate stop by 360 Yardware U') Item#LDG501 x SPRING HINGE `V M L1/2" SEE NOTES, P. TYP. Cedar Single Pool Gate 1 1••=1�_0�� Double Pool Gate Material Specifications: Wood :Wood for posts and boards shall be clear western red cedar;select grade.Contractor to determine if internal bracing is necessary and provide all necessary internal 7'-4" RADIUS ALL TOP bracing to prevent sagging. ALIGN CASE LATCH » TYP. SEE NOTES ALIGN MEMBERS Wood Finish:Painted to match trim at house. a— HANDLE Fasteners:All screws,nails or other fasteners shall be bronze,copper,stainless steel or other nonferrous metal to VERTICAL FENCE prevent rusting or bleeding during the weathering process. PANEL 1" Hardware:Magna latch side pull in black with lock.Mount TYP. on pool side Hinges:4"stainless self-closing spring hinge Material:401 stainless steel Finish:Black powder coat _ Provided by 360 Yardware,http://www.360hardware.com, Q 51"X51" POST, Tel: 866-923-9273 —� TYP. -Cane Bolt: 18"Marine Grade 316 Brushed Stainless Steel _ _ 4 EQCTION O Contemporary Cane Bolt GATE AND . .00 Li -Gate Stop: "L"-shaped brushed stainless steel#LDG501 HINGE, TYP. C)� oz Q eZ 5j„ TYP. 1" BEVEL, TYP. SPRING HINGE SEE NOTES, �r LO TYP. iv< ALIGN CANE BOLT, SEE NOTES Ll/2"P. Cedar Double Pool Gate 2 1 if = 1'-011 Perimeter Single Cedar with Sand Fencing Gate Material Specifications: Wood:Wood for posts shall be clear western red cedar; 1" select grade. Wood boards to be Kalinich Fence No. 1 TYP. aspen or spruce.Contractor to determine if internal bracing is necessary and provide all necessary internal bracing to 3'-7" prevent sagging. ALIGNRADIUS ALL TOP TYP. CASE LATCH SEE NOTES MEMBERS " Wood Finish:To be left natural. Fasteners:All screws,nails or other fasteners shall be bronze,copper,stainless steel or other nonferrous metal to prevent rusting or bleeding during the weathering process. KALINICH SAND FENCE PANEL Hardware:Magna latch side pull in black with lock.Mount on pool side 54"X51" POST, Hinges:4"stainless self-closing spring hinge TYP. Material:401 stainless steel Finish:Black powder coat U Provided by 360 Yardware,http://www.360hardware.com, Tel: 866-923-9273 Q J 51" U- Sand Fence: Sand Fencing by Kalinich Fence Company, WE J whttp://www.kalinichfenceco.com/,Tel: 800-650-3362 IN TYP. c) o oz a Z = _ L 1 4"X34" CROSS I I I I I El IRAIL, TYP. Lo f- ,n x SPRING HINGE N M SEE NOTES, TYP. Cedar with Sand Fence Single Pool Gate FOR CONSTRUCTION 2/10/2020 D E V 0 R E ASSOCIATES 2557 Burr Street Fairfield,CT www.devoreassoc.com 203.256.8950 CAGNAZZI RESIDENCE 12700 New Suffolk Avenue Cutchougue, New York SITE GATES SCALE: AS SHOWN DATE: October 4, 2019 F04 D D C> 00 NIJ tJ p O O O NO ._ O til or tS] {{(! ` S � � r > as o r O �y rZ/I trl N N p � OL~ ? W W i POST POST VARIES SEE PLAN RADIUS ALL TOP MEMBERS " r� —11"x 3j" TOP RAIL WITH J" CHAMFER Wood Fence Material Specifications: i ii Wood-Wood for posts and boards shall be clear western red /' / 34"x3j" cedar;select grade.Contractor to determine if internal EQ. POST, TYP. bracing is necessary and provide all necessary internal 3 ., TYP bracing to prevent sagging. MYP MAX. '/ / 1" VERTICAL Wood Finish-Painted to match trim at house. 2 f� FENCE PANEL, 00 EQ. TYP. Fasteners-All screws,nails or other fasteners shall be TYP. ' stainless steel or other nonferrous metal to prevent rusting or bleeding during the weathering process. MAX. ' i' 31"x 3j" BOTTOM � RAIL WITH CHAMFER X N� Cedar Panel Pool Fence Perimeter Sand Fencing Gate Material Specifications: POST POST I ( Wood: Wood for posts shall be clear western red cedar; RADIUS ALL TOP select grade. Wood boards to be Kalinich Fence No. 1 VARIES SEE PLAN MEMBERS " aspen or spruce.Contractor to determine if internal bracing is necessary and provide all necessary internal bracing to prevent sagging. GALVANIZED GALVANIZED TENSION TENSION WIRE, WIRE, CONTRACTOR Wood Finish:Natural. ATTACH WITH EYE TO DETERMINE GAUGE SCREW TOP AND Fasteners:All screws,nails or other fasteners shall be BOTTOM ON BOTH 1" SQUARE WELDED stainless steel to prevent rusting or bleeding during the SIDES OF FENCE. GALVANIZED STEEL Weathering process. CONTRACTOR TO MESH. DETERMINE GAUGE, Sand Fence: Sand Fencing by Kalinich Fence Company, TYP. http://www.kalinichfenceco.com/,Tel: 800-650-3362 1j"x3j" DIAGONAL NOTE: Metal Pool Fence, Material Specifications: CROSS BRACE AT MESH TO ATTACH CORNERS AND ENDS, TO SIDE OF FENCE Metal:Galvanized Steel.Note: Fencing is located in NP' FACING AWAY FROM POOL proximity to salt water.Contractor to guarantee that all 34"01" material and welds will not rust. POST, TYP. Finish:All sections to be painted.Paint to be:(1)one coat of SAND FENCE Sherwin Williams red epoxy primer,or approved equal.Top PROVIDED BY coat to be(2)coats of Sherwin Williams-color: Color to be KALINICH FENCE selected by owner and landscape architect. Submit paint COMPANY OR samples for approval by owner and landscape architect.Submit APPROVED EQUAL. samples of weld and paint finish for approval by owner and landscape architect.Fence contractor is to provide guarantee L_j Li POOL SIDE period in which fencing will not peel,rust or stain.All welds to X be ground and clean in appearance. N� Fasteners-All screws,nails or other fasteners shall be bronze stainless steel to prevent rusting or bleeding. Sand Fence Pool Fence FOR CONSTRUCTION 2/10/2020 # F D E V 0 R E ASSOCIATES 2557 Burr Street Fairfield,CT www.devoreassoc.com 203.258.8950 CAGNAZZI RESIDENCE 12700 New Suffolk Avenue Cutchougue, New York SITE FENCING SC-4LE: AS SHOWN DATE: October 4, 2019 F V D D D W 0 0 o w 00 c o 0 00 yw > D oo U dr" �o 1 0 Z "-v� oy o � Naat� y o, 6 � A � s U� om ,, Yyn or �/1 c;.r, \, 01 p d 9w20 � n 0 oar Z dor W ? 00 tri VNNN n >P> -Mi dor C wo 1 2 3 4 5 6 7 GENERAL RCHITECTURAL NOTE F4 Fl F4 Fl A-202 F5 Cl 1. REFER TO ALL APPLICABLE NOTATIONS ON ALL PLANS,ELEVATIONS,SECTIONS, A-301 401. -402.5 A-301 Cl 401. A-304 AND DETAILS,TYPICAL ALL DRAWINGS. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE LIGHTING, SECURITY CONTROLS,HVAC DUCTWORK AND GRILLES WITH FRAMING.SEE ELECTRICAL,SECURITY,HVAC,AND INTERIOR ELEVATION DRAWINGS FOR LOCATIONS. j Dl f f -402. . ASSUMED SOIL BEARING CAPACITY 2 TONS/SQ.FT.SUBJECT TO INSPECTION AND VERIFICATION BY SOIL ENGINEER AND OR LOCAL AUTHORITY. n c . NEW CONSTRUCTION/FOUNDATION TO BE STAKED OUT AND ALL REQUIRED BUILDING DIMENSIONS AND SETBACKS ARE TO BE FIELD VERIFIED AND APPROVED BY A LICENSED SURVEYOR PRIOR TO THE COMMENCEMENT OF ANY AND ALL CONSTRUCTION. A . ALL STEEL,INCLUDING COLUMNS,BEAMS,LINTELS,ETC,IN CONTACT WITH MASONRY,TO BE COVERED WITH GCP PERM-A-BARRIER WALL MEMBRANE. -Ci I C1 . ALL STEEL TO RECEIVE TWO SHOP COATS TNEMEC RUST RESISTANT PAINT AND A-303A-303 SLAB ON GRADE ONE FIELD COAT TOUCH UP,TYPICAL. ALL STEEL LINTELS AND OR ANGLES TO BE GALVANIZED STEEL,TYPICAL. i n B. GENERAL CONTRACTOR TO PROVIDE PIPING POCKETS AND 4"AND 6"DIAMETER SLEEVES BELOW SLABS AND IN FOUNDATION WALLS FOR DRAINAGE,SEPTIC, PLUMBING,ELECTRICAL,WATER,ETC.TYPICAL. REVIEW WITH ARCHITECT AND D2 ALL SUB-CONTRACTORS FOR NUMBER AND REQUIREMENTS PRIOR TO POCKET -402• AND SLEEVE INSTALLATION AT CONCRETE WALL AND SLAB POURS. ALL SLEEPING ROOMS TO HAVE AT LEAST ONE EGRESS WINDOW: -SILL HEIGHT 44"ABOVE FINISH FLOOR,MAXIMUM - - r -NET CLEAR OPENING= 5.7 SQUARE FEET t' `' ° -NET CLEAR HEIGHT=24"MINIMUM -NET CLEAR WIDTH =20"MINIMUM SLAB ON GRADE F3 - I 10.STAIR CONSTRUCTION TO COMPLY WITH THE FOLLOWING: -402. n `' -RISER:4"MINIMUM,8 1/4"MAXIMUM SLAB ON GRADE -TREAD: 9"MINIMUM RISER FACE TO RISER FACE Fl , I Fl -HANDRAIL HEIGHT:30"MINIMUM,38"MAXIMUM A F1 -GUARDRAIL:36"MINIMUM HEIGHT w/4"MAXIMUM ON CENTER SPACING. A-302 i 11.HARD WIRED SMOKE DETECTORS WITH BATTERY BACK-UP SHALL BE LISTED BY AN APPROVED AGENGY AND SHALL BE INSTALLED AS FOLLOWS: -IN ALL BEDROOMS 404. -IN HALLWAYS IN FRONT OF BEDROOM DOORS 1 — —— ——— —— I -AT THE TOP OF ALL FLIGHTS OF STAIRS AT EACH FLOOR F3 u, I 402. I En Fl 12.HARDWIRED CARBON MONOXIDE DETECTORS WITH BATTERY BACK-UP TO BE B INSTALLED OUTSIDE OF EACH SLEEPING AREA. CARBON MONOXIDE DETECTORS - SHALL BE LISTED BY AN APPROVED AGENCY. C1 C1 A-301 ° SW CU 3 Wscu-4 A-301 13.ALL DIMENSIONS ARE SHOWN TO ROUGH FRAMING,NOT FINISHED,UNLESS OTHERWISE NOTED.DIMENSIONS AT UNDISTURBED EXISTING AREAS ARE TO I I i I I EXISTING FINISHES. I I IN A/H- n I 14.PROVIDE GCP PERM-A-BARRIER WATERPROOFING SYSTEM WITH 2"OWENS n I n ° CORNING RIGID INSULATION PROTECTION BOARD AT FOUNDATION WALL c PERIMETER FROM TOP OF FOOTING TO BOTTOM OF WOOD FRAMING AT ALL I ° eiI FOUNDATION WALL EXTERIORS,TYPICAL. F, WSCU-5 — — — — — — — _ — — — — — — — — — — _ — — — — — — — 15.PROVIDE 1/2"REMOLDED FILLER JOINT WITH CAULKING AT ENTIRE PERIMETER 1 � OF SLAB,TYPICAL. I � 10'-03/a• 10'-11/z" 10'-lln" 10'-41/z• 9'-111/a• � Ll 1 SUMP PUMP I , 16.PROVIDE A 6"MIN.FOOTING EXTENSION AROUND FOUNDATION WALLS,TYPICAL. i 91 < \ SUMP PUM WSCU-6 17.PROVIDE A 1'-0"MIN. FOOTING EXTENSION AROUND FIREPLACE FOUNDATIONS, o / TYPICAL. I � I ti 1 . I awAC- / 18.MAINTAIN A MINIMUM OF 6"FROM TOP OF FOUNDATION WALL TO FINISH GRADE. NOTIFY ARCHITECT IF A DISCREPANCY OCCURS. \ , n 19.PROVIDE CONCRETE HARDENER FOR CONCRETE GARAGE SLAB,TYPICAL. I I / I I I ♦♦ 0.PROVIDE CRAWL SPACE VENTS(ARCHITECT SPECIFY:SIZE AND TYPE). MINIMUM Fl ONE SQUARE FOOT FOR EACH 150 SQUARE FEET OF CRAWL SPACE. MUST HAVE A 401.3 -402. I I I CRAWL SPACE \` /' " SLAB ON GRADE MINIMUM OF ONE VENT WITHIN THREE FEET OF EACH CORNER. 1 , CRAWL SPACE ACCESS-,\ FULL BASEMENT 1.LARGER SCALE DRAWINGS SUPERSEDE SMALLER SCALE VERSIONS. ARCH. o I I 5.71'CIVIL NWSHP-1 T S'�B " N SEE S-100 FOR CONCRETE DIMENSIONS Q I I I �. / \ L a i 4 I O C / 16'-71/4' 1' 53/a" — — — —6'-2"———— 13'-11/4' 30'-71/z. 91-111/4• / \ -1 F4 F2 ' C Di a I / -402. -401.3 �A3�03 M I FLOOR AREA: BASEMENT Ln I I "� _ I ZANE NAME MEASURED AREA s ft Co WSHP-2 CELLAR 771.05 DOUBLE WALL AT FULL BASEMENT. / \ n I /, / •• . 77 77, I FIRST POUR FOUNDATION FOR FULL �ci a I BASEMENT WITH WATERPROOFING v �ci ` 771.05 sq ft '/ A-302 I d SYSTEM,THEN POUR REMAINDER OF \ A-302 F5 Fi I FOUNDATION. -402. / I � r — •� �� I . . . I ` - - — — — — I / � v I __OOlA_ �C5 C5 I 21'-51/s• � � � I � 7/e• i A-303 A-303 I I I 1 I SLAB ON GRADE SLAB ON GRADE C5 -9'-0"ARCH. I I F I 2.63'CIVIL 1 1 16R @ 7 5/8'! ; ; ; ; ; ♦ C5 / A-304 U I I I I I I I I I A-304 -4 2. I T.O.SLAB 15T @ 11" I I I I I I I r - - J I I I I I I I I I io I I I I I I I I I I n v C� C / / / 1 IrH •...I -402. I I C3 -402. I I Cz U lap, �-- C I pp A-Ol -401• A 301 A 201 401. :w : ,e `' I 6/9/2020 PERMIT SET as I G I 1/13/2020 (INCLUDES REV.4 CONTRACT SET BUBBLES) 1 1/13/2020 REV.VARIOUS REVISIONS(SITE-2,SITE-5,SITE-6, 1 A-100,A-101,A-102,A-103,A-104,A-201,A-202,A- Q 203,A-204,A-301,A-302,A-303,A-304,A-401.1,A-401.3,A- d'- A-402.1, , A-402.3 A-404.1 A-600.1 A-600.2,A-600.3, �Fl SLAB ON GRADE F3 Fl A-801,A-802,A-803,S 100,S-101,S-102,S-103,S-105,S-2, E �i A-304 1 -402. A-304 E-101,E-102,E-103) I n I 09/20/2019 BID SET -a DATE ISSUED FOR 0 Austin Patterson Disston Architects 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,fax(203)254-1390 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 apdarchitects.com (s l F3 Fl F3 A-304 -402.3 A-304 CAGNAZZI RESIDENCE 000 12700 NEW SUFFOLK AVENUE,CUTCHOGUE,NEW YORK, 11935 0 Drawing Title: ARCH. NOTES & BASEMENT PLAN C Project No.: Project Manager: TS Drawing No: 18014 Team: DK, CB F5 I F5 A- 100 O A-304 1 I A-3o4 Issued On: 6/9/2020 for F Q ♦ PERMIT SET y 1 — — — — — I AND SPC SPECIFICATIONS,S,ONS OF S INSTRUMENTS OF PROFESSIONAL SERVICE RE AND SHALL REMAIN 1 r— f OWNERSHIP L - - — — ,= - - — — — — — — — J DRAWINGS NS.A C A IN P-i THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT M WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS �+ BASEMENT PLAN INCURRED 1N THE EVENT THE ARCHITECT EXERCISES THE RIGHT L BAR DOCUMENT USE FOR NON- 1 PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE PROCEEDING. x SCALE: 1/4'° = 1'-0" Fl Cl THIS DRAWING IS COPYRIGHT. -401.4 A-304 NOTE: DO NOT SCALE DRAWINGS ----- 1 2 3 4 5 6 I 7 - F4 Fl F4 Fl A-202 F5 I Cl A-301 X01. -402.5 A-301 Cl -401. I A-304 FLOOR AREA: 1ST FLOOR 107-8" I 27'-31/2" 10'-6" T-01/2" _ -.................. . .. . . ............ ..._...__._.._._...._........_._.... - - —- l l 20' 11n" 2' 3'r 'g1 ZONE NAME MEASURED 8 9 10'-0 '-41/4" 10�-3" 5'-41/4" '-91Jz" AREAS ft '-611a. 20'-57/e" 3'-33/a" T-53/4" 5'-U1J4" 10'1}1/4" 11'-81/4" 3/4" 1/4" 1 " 9'4" i" 19 7" 11" 9'-4" 1 ' I LIVING AREA 3,255.15 � I GARAGE 1,035.58 - — — — — — — — — — — — — — — - - — — — — — — — — — — — — — - ------------- -- -------- ------------------------- -- --------------------------------------- - LL p 84SCREENED PORCH 481.74 ., - — — � - -- - - - - - - - - - - '" -402. GARDEN I 1 1111" 9'-4" 11" g'�" - 9'-4" lr' 9r Orr A, g' " ll' DASHED LINE INDICATES N I I I I I I I 4,772.47 sq ft I I I N z: EDGE OF ROOF ABOVE FrrI IM FC —W - - — — _ N - - - - - - - - - - - - - O CFI I I I I - - - - - - - - - - - - - - - - - - - - - - - - - I I I I _ _ _ _ Cl I I DASHED LINE INDICATES I I I I I — B5 irl - - - - - - - - - - - - - - DASHED - - - - - - - Aj A-303 I I EDGE OF ROOF ABOVE I I I I I I I I I 51/z" 19_7 1}02, 1`4 23/4"51lz"Ad 23/4^ I I I I I I I 23/4• 23/4. I C1 I 1 1 I I i I I q I I 20'-o1n• I III A-303 I I I I I I I I 1 II� III Ln I Dl Dl I FL S I I I FL I SH I I I I I I Y-402* I I A- 03 -402. I I I I I I I o III I ( I III o, I A-203 6 I I �� POOL DRAIN AT I I 4<A-2�032 ,~ III I I I I Zkii " 1 9 1' , � V N HOUSE PERIMETER 1 8 ; c 11' I I 51n" I III I M .-a d .-I rh rr III it/z' I I III ' uWJ 4 Ln - -- I I `� I I "' I I h I I I I 1 � - D1 1 --__-_ -TT____ _° � � to I1)71 III I III 1 Ln 1 I DOUBLE CENTOR SCREEN I I I . iv d -�M -402. I w — — — — — — — — — — — � — — — — — — — — — - - — — — _ zI-T \ I o -^ o in ' _ - - - - - - - - - - - - - - - - - - - - - - - - -- � — r • -------------- - --- -------- - DOUBLE CENTOR SCREEN I ' c I II N I I I I I I I I I I I r N I j " I I I I I I I III I I I j 4"STEP C I I I I I III I I I I ' F1 I 1 DOUBLE CENTOR SCREEN ,-+ — I N I III A-302 N 4"S 1 Fl 51/z" I I i I I III I i I "n r 1 I N I I III A-302 Y co 31/2• I I I I u�. I I I I a}" I t I v 1103/4"! A-203 8 29- 5 1'-1131 1 1T-91/4• 13/a"1 9 I I III f1 I I El I I I I I I I I l I I I I I I I II -404. LSING1E CENT R C EEN 1 1 I I III 1 1 I = I iI I , I -- . ----------------i---------------- -- o SCREEN D PORCH I III 1 A-203 ' ----------------I--------------- -- El 117 I II o+ .-' 1 I I I I I I I I I I I io io 1 -404. ISOKERN: I III I —48"MAGNUM; I III 11/2• I I I III 1 1 I 1 I I ALIGN WOOD BURNING 51/2 I 2'_3" \ I I I I I i t I I I o i I I I I I "' I I I 1 1 III I I I I 1 1 ' 111/2" 4'-9" lU° 1/z" 10" I 1/2. E3 p I 1 6 4'-9" 9 A-204 '' C , t I I I I I 1 1 I I I I A-301 I I j I I I I I I III I I ' I I 11/4 I 2'_01/ I to Cl LIVING —.— — — —' ' — — — I I ' DIMING _ c- A-301 ,� I I 107 III `i 1 .— —. .— .I—. � —.—.—.—.— —. _.— — —.— —`O--u�—I — Oi+livih - - _. - - - - - - - - - - - — ;> I 1 108 00 I ^' 1 ❑ �, c -HOSE BIBB HOSE BIBB--_',_,fI / 1 I I I I I I I III 3112" r------------- -- H \ I ISOKERN 48" 1 1 1 I I I I I I I ' I `' 31/z" 6'_ 1/2' 31/z" — M X a x X ( MAGNUM(GAS) _: -- - - k o .... I I _ 61n• 1 61/22" v ' 1 I I I I I I I I I I I I I 1 _\ O - - - - — — In I I I 1n" 3 n" I 1 1/z'_ uz" 1n I L J L J L - - - - - - r I 1_g I I I I I I I I I N I I 1 ' a I V-11 �'- 5 6 5 = ------------------------------- -- — — - - - - - I S .-� '^ F-116-1 //,C, ANGING 1 I Ir 1I N I I I I I I I I cV I ® O� 1 � O - ---------------- ------------— '', 1 I I N I I I I I I I I iV I -- 1 116 � ;- - - - - — — 51/2• ' 1/2^ I ' 1!2• 1/z' 12" M I M I I--- 1 18'-5' S 7-11 5 3 1 1 1 1 29'-21/2" 1 1 I I 51/z" 3! 3/a" 1 uz~ ' 12.1 II6-10" 51/2- 1I 1 11 17'-11" 10 1 Jin 1/z" �'1 r' FAMILY ROOM o 1 6'-lUi 5 5-2 r� 3 _ _ Q a 116 1 j 105 CD co 1 I I I I ! I I I I I I 1 M I : I I I _ r lr 1f L — — > I I - VESTIBULE I I I I I I I III I I I ' c I GLASS WALL I I I M ;•, t _ _ _ — — HOWER \ I I 104 I I I D2 I I I I I I I I I I I I WITH OPERABLE "' � n _ - ------ - I I a I /21L ih n I A-303 1 1 1 1 1 1 1 1 1 I I -- in---------------I_____-- PIVOT WINDOWS -_ _ ,h ------- zo r 11JL i V -------------------------------- - Iii I i iO i I ,f -- I 1 u I ;; I I I WINE ROOM o I _ _ _ 1 ( r-------11------- -------------------------�I----------- -y---- "----�-II 1 ' 112 " I 1 I o ----- I _UP_ 2'_ 1/4' I I 24"UNDEfL I 1 1 Fl I ----------------- --„ 19R@ 5/16"--------------I------------- — - _. I I 1CHANGING 1— - - - - - 0 - - ;; COUNTER; 1 HA " -401.3 I CLOSET I I 1 51/2" 51rz" .r _ 1 GING o o, I I -I- ----- I -- 1 1 ci+ „- FRIDGE 1 N N f I. .--I c 112• I o I '� '_ STAIRHALL 4 - N '" 15"ICE 1 1 I _FULL HEIGHT ELEVATOR .+ I - -----r _ _ _ - ko " ' GLASS WALL U_ l' 2�1L-- I ` 20'-10 ---- _ III I 106 I 51/z•— - M 1 III MACHINE' I ' I I -- ------ o w 4'-10" 31/�r_i rr I i 51n' I 1-T------ 26'-4"- 3112 -- - _ � 11 I ° 1 I � '8-71/2' Suz" i - ---- --------- QO - I---------- ---- -- " Iu I I 1 — - - - - — — l`l r' O WW -+-' ____ _- __-____- II III I 1 I _ C,- - - - - - - n LLN - - - - 1 - - - -O U, w I w --- i l A - L M I Q L - - - - - -- --------- -- - -- M � w ^ r -- --- ----- ,,j 3/4" 1/2' I 21 n" m — — — O 1/z• I -. 10 1 l T-11 rn 41 I i i i i i i ILL U.I I 6'-101/" ' S i 1 -81n" in 31/2"_11 I 4'_ = _ _ _ — — — :. I E', I ' - - _ ' I FRAME LOW I BUTLERS I I I I a" TEP POWDER w - c i WALL IN PANTRY - I- - '°i� - - - N Ln 1 J 103 n; 1 I I I i i I I; I; o ; I; 10" o I _Ii AND OPENING 1 '" 1'-91/2• 1 i10 RY I W — — — —� — — — — — — 401.3 I 4-91/2" i I I 1 I 1 RANGE _ /z" 1 ; I 1 1 , ...... .._. .--- -- -- --- -- m�. - - - - fn I' 4'-4 LL FOR OVEN 1 1 , , 2 2' 2 2 d' I I �_ 1/4" T- 3/4• m 70 • of r - - - 1 Ii ENTRY it i I J, 2'_31/a" I -'� 1/z" I '-3114" I 101 i ---- -------=11—_ J' "' -- -------------------------------- -- IIIA _ X -``' ----- - ----- X N a [3 :: lo„ 1!4" 1/4" fYl 1 I � _ -• in -2 2 01Ja" x 1 ,l ------- ---- 1 r�f1'-21/` 1T�11" 1' 21/4" _ 3'-0i2 J'_6111J -- ----- - „ 11 A _ u, 1-5 ---1'- 1/4 .!t — 1'-51/8" 0 ARCH. - ---- -------- 1-132 5/z t' ! 31/zI 5 n'� — — — 11.63 CIVIL in 1 — r` — —I— — 51rz" 1 KIT HEN 112' 1 11 Z I 1 2• `v 1 ! 'a 1 N N T.O.SUBFLOOR I i 1-----------------------------------' ' ^ III o i - _ 20-3 u w 3 J n• 2'. 'r 1n" in 51rz" X X X X x i B 10 1 I. -9" M 5 T-1 3 IL - - - o PAN -I- ------- 61rz I u 0' 0 51/2" 111 11 - ------ - --- 51rz - _ 1/z• A " IN i A 302 0 ;;1 6,; I lin" CLOSET o 1/z o %o.) X ----- - - --- ------ -N - - I - rn I == i N I 1 II o I 1 5 �.® `" �, MU LAUNDRY `j' C1 1 4(�� - / I I DRO M -1- ( A-302 ► Ln 113 114 -402. i 102 `^\_1 I ' HOSE BIBB I ;`_i' DW i DW i MICRO 1; I In I I 1 In L_ a 1 L-- "'-----1---- ' -- -� �-__ ' 1'-10"' 2'-2" ---- - --------` - - 0D MI X X x X --_ --~ ----- 1 ; X - - < - ----X----- --- - - DRYER WASHER - --- --- /r 7 - 1 `1 q'_0" X31/2•;;, II - -- - -- ' 1 A-204 2 A-204 4 A-204 1 v - - 38 1'-10rz l `a 1,\ I C10)2 I I 104 I -- ----- - F5 F5 1 Zo 5> C5 I ------------------ ------------ - --r - C5 �-------- --------- ------------------------------- ----- ------------- ---------------------- ----------------------`- J------- ---- ----- - II X I I A-303 1 -402. 51/z" "' 1'- 1" I 51/2" I I 01 U I I 1 I I 1120R @ 7 5/16" I I 1 8 I 19T @ 11" I I I I I I 1 \ I it 1 •-I I - 1 4"STEP tO I I I I I 1 � �C5 11 I I C5 V I A-304 I A-304 ^' 2,_2„ 6'-81/r DN I I M ', v7 ' I DASHED LINE INDICATES _ _ 1 _ Fn IFFEI Ili] , 1 N ------- --------- --- --- 1-7 - — — — — — — — — — — — — - - - - - — I EDGE OF ROOF ABOVE 113 X _518A X x - ----------- -------, 1 - - Q --------------- ----------- -' 1/2" T-71/2' 1/z^ 1 1 5 5 I 1 18'-0" in UP `^ "' I I SLOP SINK? I I I I N I N -- T-61/4" 13'-61/4" 5'-53/4" 10'-3" T-53/4" 7r3'-91/4" 6'-lOr' '-10" 3'-91/4 o x Ln U 17'-01/2" 21'-2112• 3'-101/2" 12'-0112• 3'-101/z• 21'- 1/2" 3'-5" f ~ F4 Fl Fl Cl FS -401. 0�2 A-301 A-301 A-201 -401. I e•:. J � U I I t.�'i {fes ��'�� +�'� M \ ' I I i I X M t~ I 'l ' I Ln 6/9/2020 PERMIT SET I (INCLUDES REV.4 I 1/13/2020 CONTRACT SET BUBBLES) 0 1 I A 1/13/2020 REV. ��A-100,A- 01,A- 02OUS NA 103,A-104,A-20 1, A 203,A-204,A-301,A-302,A-303,A-304,A-401.1,A-401.3,A 401.4,A-402.1,A-402.3,A-404.1,A-600.1,A-600.2,A-600.3, 1 Fi o GARAGE c Fl A-801,A-802,A-803,S100,S-101,S-102,S-103,S-105,S-2, A-304 0:: '-' ; I 118 ;' � A-304 E-101,E-102,E-103) p, � I °° � 09/20/2019 BID SET I I I M f DATE ISSUED FOR f f Austin Patterson 1 � Disston I 0 M Architects I I I 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,fax(203)254-1390 0 i 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 apdarchitects.com A 304 ' I ►n F3 "--1 A-304 00 CAGNAZZI RESIDENCE 12700 NEW SUFFOLK AVE o I NUE,CUTCHOGUE,NEW YORK, 11935 j I Drawing Title: I o I X ELEVATED PLATFORMS X1 ST FLOOR ARCHITECTURAL PLAN N ' r— — FOR STORAGE ` � (!q Project No.: Project Manager: TS Drawing CD ' w o: CD 6 4' 11'-3" 6'-4r' b g 110 18014 Team: DK, CB F5 - - - - - - - BLE TO SUPPORT CORNER - - - F5 A- 101 Z A-304 , Q -5 ,0 51/2" o I EATS AT WALL - _0 1n" A-304 / 1 Issued on: 6/9/2020 for W 24 1 _ 5 OSE BIBB 0 1 Ln 2� PERMIT SET DASHED LINE INDICATES X - n -... X X X - 'OWNERSHIP AND CONDITIONS OF USE: p� EDGE OF ROOF ABOVE r� DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAII, THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHEP PROJECTS OWRI TEN AUTHORIZAR BY TION OFER PARTIES THAN THOSE THE ARCHITECTS. THE USE OF(THIS BDOCUMN EENT IS CONTINGENT CT WITHOUT THE _/ 1 9'-0" 3'-6" T-6" 9'-O" UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT 1 THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY ' n STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN _......................... ... ._... _._ _.__...__...-_-.........._ _._.....__..._.._._... . . 25-O _........._._-._.._._._........ _.. ...... WITHIN TEN 10 DAYS REMAINING UNDISPUTED ARCHITECT'S .. ....... ...... ... ..... ......... . .. ... WRITING ( ) PORTIONS ARE DUE AND PAYABLEUPON RECEIPT THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAY' _ INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- Q F 1 TFL 1O R PLAN 1 O PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE x SCALE. L/�I' — 1'�O" WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE _ PROCEEDING. _� 401.4 A304 �i THIS DRAWING IS COPYRIGHT. '� NOTE: DO NOT SCALE DRAWINGS 34 5 rF4 Fl BALCONY DRAIN: rF4 Fl `Nk BALCONY DRAIN: F5 Cl PROVIDE OVERFLOW 105'-8" PROVIDE OVERFLOW FLOOR AREA: 2ND FLOOR 4--91/2" 21'- 1/2" 91-91/2' 20'-. 'Ir 91-91/2" 21'-21/2" 9'-81/2* 8.-51/2- ......... ........................................... ....... .............. .................... ........... ........... . .................... .......---------.................................... 7 ZONE NAME MEASURED 4'-71/2 -113/4" -113/4" '-71/2 -11/2' -113/4" -71/4" AREA (sq ft) 1-83/4. 51-101/2" 51-101/2" 2'- 4 -83/4" -101/4" -103/4" 1-103/4" 3/4" 2'-63/4" 101-41/4" 10-41/4" 4'-lC3/4* 4 5' 5' 4 2' 3' 3' LIVING AREA 3,520.41 _51/2' 8-1.11/4" 20'-4'/2" 51/2' 8__1 ' 111/4" BONUS ROOM 1,069.08 BALCONY DRAIN: r r 3"DIAMETER VERTICAL DRAIN PIPE PLANTERr--- I ;;� I ..-,- .11,___ 1.1-1 -1, ____ 1 11 1 1. . � ­ i BALCONY DRAIN: Ln Vo - ,1 1 4,589.49 sq ft L L -J 3"DIAMETER VERTICAL DRAIN PIPE CONCEALED IN COLUMN BELOW; 5 511,2" '-31/4* 101-81/4" TO BE CONNECTED TO STORM 16-101/1 21-31/4' 0 J t1/2' 16-101/2" 5IJ2' 77 - ONCEALED IN COLUMN BELOW; ----- TO BE CONNECTED TO STORM WATER MANAGEMENT SYSTEM WATER MANAGEMENT SYSTEM A r I to Ln r --i 4.n r- i r J ___-PLANTERt� - ----------- -- 7 '7,'7 -_7 BALCONY DRAIN: I I // 0 ------ BALCONY DRATIN, PROVIDE OVERFLOW L L 4 L J_ �3 r4 L i _7 Ilk ;�q PROVIDE OVERFLOW _j L -I== ------------ --- ----------- Cl ( C�i 20'- 3/4- fn Ln 5112-�L" 51/2" 38'-3" DER- 30'-31/2" bo BALCONY DRAIN: I zo 5 3"ROUND LEA DASHED LINE INDICATES EDGE OF 3"DIAMETERZ.C.C. C.C. k I VERTICAL DRAIN PIPE DASHED LINES INDICATE UNDER --------------------------- ----- ------- ------------ ---- ------------------------- - - ---------------- Ln OW ------------- DECK BALCONY DRAINAGE METHOD ------ - -- -- ------ ----------- ------- ------------- ------- ------------------------ -EA1 --------- ROOF ABOVE _ONC -ED IN COLUMN BEL 3"ROUND LEADER- 3"ROUND LEADER- TO BE CONNECTED TO STORM (23 8) 5 33 24)2 2,1 Z.C.C. WATER MANAGEMENT SYSTEM Z.C.C. 1/239' ;;T I - M U) �236\ ;�T ........... ................. ....... 151/2" 'Ir............................ C� LL ......................... C� 5uzr`J L X 51/2 ai ........... Ln Ln DOUBLE CENTOR SCREEN in SHADES AND SCREENS I CENTOR SCREEN Ln r4 BUILD OUT WALLS FOR DO 10 23� DOUBLE 10--37 -N'-, 6-11/2" 1/2 71/1" 20'-0" 3 13 51/2" 30'-01/4" 16-41/2" 3112"_1 IT-102" 51/r 7 L J LH I Ln _____-1________- ----------- LEADER RUNS PARALLEL TO DECK - - - - - - - - - - - - - - - - I I -- - - - - - - - - - N" JOISTS,TURNS PERPENDICULAR F1 _(�ci - - - - - - - - - I- - - - - - - - - - - - - - - - - - TJIs,TURNS AND RUNS Fl� ��O 2 2'- 1/4" J� PARALLEL TO DECK JOISTS, -4 �O2 /4" DROPS INTO COLUMN BELOW C)F_ Ln N MASTER BEDROOM CD 'r 1204 - - . i BALCONY DRAIND 3"DIAMETER VERTICAL DRAIN PIPE --CONCEALED IN COLUMN BELOW; - - - - - - - - - - - DASHED LINE 31/2' 9 1209 TO BE CONNECTED TO STORM V. N INDICATES STUD WATER MANAGEMENT SYSTEM SOUND PROOFING L DI ECO-STEEL C INDICATES BELOW DETAILS FOR WALLS MNEY 4_1 4' A-301 "ROUND LEADER- ('Cl - - - - - - - - - - - - - - - -t - - - - - - - - - - - - '�MAGNUM (GAS) V-8" V-8" 1 V-8" V-8" A-301 Z.C.C. -202 C`1 f -- - - - - - - - - - - - - - - - Cl --AND-CEILINGS- - _404 _ISOKERN 36" COMMON ROOM PIPE I I I + -ECO-PTEEL )n A 21 A CHINEY PIPE L LINEAR BATH r� BATH LINEAR < >3< C) C) 9 1 - I - DRAIN F210 1 1112" 1 1213 1 DRAIN V-1011 01 �--I-,- I - 30'-73/4" 9'-21/r S.411 2' 2"'! 3'-4" 9'-21/2- _4 511r A X Ilk 9 Ln III X ............ 2 A zo . Z)_ I `� - - CD 1/2- 31/2": I ::z 51/2 T-33/4" Z) 3 31/2 ZINJ �:r r 1 - - ❑-) I I L1 /4" 3/ /4" 1. 3/4' 3/4" ❑ r4 2'- 1 11- -6j/" 11-21-11 T- V-71 1 M A-303 Ln U LE ASTER ATH L 1 61 9'-3" -71 2-13/4" 1205 ------------ VE S au 20 A W21,4 _Ln --------------- --------- ------- _'1A 71A 16_� 21FA L 4'- 1/2" 13'-51/2 Z-0" 71/4* 3 1. 1/2". 5 51/2" 5 1/2- CT4 T-2 1 264 =21 51/ 11'-53/4' 31/2' 15'-21/2" 31/2" 1/2 %0 -4 fc 0 2ND FLOOR MASTER MASTER VESTIBULE < �7,­4 --- - ------- CNI I I STAIR HALL C93 HALL BATH WALLS STEP 1203 1 rJ fn BACK FROM 1ST FLOOR 2* LJ BENCH-;�� -51/4' - - - - --?'A- ....... F26i 1208 1 2'-91/ FAMILY ROOM WALLS r co M z > 1' - 20 11'-710"ARCH. F20 C ==== 215A X 2 10 S1 IBEI QQR RWROOM 9 V -311`1 5'- 5'-4; 1/4" r t 1i ----------- X ;< 1/2- ::r CD 1/2"11 -4. L 31/2" 7R --------II LINEN 3 ------ -------------- r4 .3/4- 3/4 1/2- I 1 31 - ----- Ln -4 LINEN I I I �z I X LINEAR ------ r 1 4 DRAIN CD CLOSE% 7,MEDICINE CABINET-;;4 ELEVATOR F217rn V, ---------- 13'-51/2" 51/2' I zzr ------------- - 31/2 6-61/2" L_�- __I---- ------- D3 5 1/2" Li ----------r- 1 -1 _303 Hk --- --------- 1_4 00 1 Ir I 4-1 r_T_ IhA21 B + - -7" 31/2" 1 -�l IA-- T- T- -I/ DASHED LINE 7' 4,fxl T-71/4" RANGE EXHAUST FLUE-., WALL OF LOFT T-33/4 Y F2 V-71/2" ABOVE INDICATES STUD WALL- V-5" T-9 --.51/2 ;r VL l l T , Ln00 -4 BELOW 1 T-P4" 114 9'-3" BEDROOM 4'-61 4'-4 4'-4 31/2' X rpt I :4rl 1215 RE-__ V_ Ln rq LINEA BATH in - -- ------------------------- 7 -------- Ln JA F2 I I T A Ix- ------------ -- ............... 11 51/2' 51/2' 1�,F9 ....... 9 51/2' 1/2- 17�------ -- 2' 251- 5 2]' -------- 01 13/8 41/ ER CLdStt, HIS CLOSET -CEILING EAK-----� ............. --------- Ln T-41 ......... .... ....... ...... . ..... Ln ................... 206 1207 1 to 4 M - 0 -1 P= _. _-4 ­. M-9 BATH -6-8"HU D HEIGHT/ 31/2" 51/2"- CLOSET ................ _151/2 13'-41/2" X I I I - 1216 1 1�2�02 �;_,t ........... ih A-302 En ........ ...... I ]XI �2 �5�� A-' 51/2' - N -61/2- 1/2" 1�)05 1 5 q r m Ln 2'_11 ----------2-01/r' X 77\7 x2 0 L 1 1, in - 2 (A-, )04 4 5' /2- 21-91/2" ........... ............. Ln T-17" Ln ............ [XI­ xf xf xf 2i '\2(3,, /21)7:, 208, `209" 6 1/2' T-3" ------------------ ---------------------- ------------ F, & -- : . . r- ------------------------------------------------------------------- --- 1/2- k-303 ........... �O3 ............ .......... J 5 3 .................. 5 -204 BACK STAIR L C5 C5 \� -------- --------- cli C-4 1221 8 .......... .................. ..........- .......... ............ 12'-1 1/2"ARCH. C� 00 IT 4 C5 �C5 I'T.O.SUBFLOOR co ��04 DN, 1 NJ 1-07/8' A-304 I t f 222A) 17 X V) 12'-2" C, N N Cd 6-10" 6-10" T-41/8" 31-81/8" 0 1, 2'-23/4" T-113/8" 3'-113/'" 3'-9'/4" T-91/4- 3'-81/8- T-91/4" 2'-41/8" 6-10" V-10" 3'-9 -J KNEE WALL Cz 21'-2112" 21" 2'-2 AT-2'-S.1/4" (CEILING 15'-01/2" 3'-101/2" BREAK U AT-T-7 1/4" C) CEILIN 3 BREAK 00 A-301l. 5'/2" 24--l" 51/2' F4 AT-5'-,7 1/4" ,A4'^C 1 rF5 i C-4 p op OP 0 - CD U rNJ F- --- ------ ---- --------- -- -8"FINISH U 6' HEADROOM X X CEILIN 3 BREAK t2l i6 AT-5'-7 1/4" Ln Ln 6/9/2020 PERMIT SET 6'-0"LINE (INCLUDES REV.4 1/13/2020 7:� CONTRACT SET BUBBLES) REV.4:VARIOUS REVISIONS(SITE-2,SITE-5,SITE-6, BONUS ROOM 1/13/2020 CO 1 1222 1 1 SITE-7,A-100,A-101,A-102,A-103,A-104,A-201,A-202,A- op 203,A-204,A-301,A-302,A-303,A-304,A-401.1,A-401.3,A- 401.4,A-402.1,A-402.3,A-404.1,A-600.1,A-600.2,A-600.3, 4" Fl + A-801,A-802,A-803,S100,S-101,S-102,S-103,S-105,S-2, E ��04 A-304 ; E-101,E-102,E-103) CO [: cli OP 09/20/2019 BID SET P4 DATE ISSUED FOR 01. 7-16'- NE 0 Austin Patterson Disston Q P zl � � (CEILING BREAK Ln 1. Architects 6'-8"FINISH I 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,fax(203)254-1390 HEAD OM -- ------ ----- ---------- --- 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 apdarchitects.com F- F3 rn bo - 1 - 00 F3 CD A-304 r14 ��04 CAGNAZZI RESIDENCE C*N r1i F- : I --- --------------- ------- --- i 12700 NEW SUFFOLK AVENUE,CUTCHOGUE,NEW YORK, 11935 ,,n CEILIN 3 BREAK CEILING BREAK -4 X Li AT-T-7 1/4" AT-5' Drawing Title: -7 1/4" 2' F KNEE WALL KNEE WALL 2ND FLOOR ARCHITECTURAL PLAN NO Ln 2 AT-2'-5 1/4" AT '-5 1 Ln /4"T7�-�_ _ Sur 19, p Project No.: Project Manager: TS Drawing No: C) r4 9 18014 Team: DK, CB FS 1XI A-102 z ---------- Issued on: 6/9/2020 for ............... F ........ ... ............ .............................. PERMIT SET ---------------- ---- -- ----- --- ------- _0 (3 ----------------- OWNERSHIP AND CONDITIONS OF USE: .... ...... DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN . ...... ............. ....... .... THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART FOR OTHER ......... ............ .......... -------• ............ PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT .. ......... 10'-4" 10-4- UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT .......... ........... .............. THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY ...... 20':-8" ......... ... ........ ............. . .... ... ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN -2'-2" _2'-2"_ WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. "I THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE F1 2ND FLOOR PLAN 1-011 PROCEEDING. SCALE: 1/4" 1 F1 C1 THIS DRAWING IS COPYRIGHT. L 0 W, 3): rl Fl HI 3-4- ID 1 1/4- 74. NOTE: DO NOT SCALE DRAWINGS 1 2 F45 A-301 401 F4% F1 A-202 6 7 -402.5 A-301 Cl F5 _Cl -401. T-6" 3/4• A-304 21'-2 11'_63/4:: 17'-11R" `�/� G. T-103/4° _ __... ._........ --__ 2'-81/z" 2'-81/2" __...._._.__........................ - T-11 _.............._..__......._._. .•___................_._. __. ____._.............__....._...._..__.._._____.._....... _....__.._.._•___..._.._...._........... .. .. 21' 21n': FLOOR AREA: ATTIC __. _. 1/2 -_..._._....._...... _....._.. . _..__. - ---- - 7-7.. •, 2' 11/z" ' 7'-103/4" MEASU ED -.. _.. _ 2'-$1/2• 2'-81/2' T 103/4. ZONE NAME AREA (sq ft - --- - _ .._:- _...........- ._.._......_.................._......__..._:._......._... ......... FOOTPRINT 2,515.58 ATTIC r 5'-0" LINE 1,687.39 r T-6" LIN ROOF DRAIN, 764.99 ATTIC SPACE IS A HALF STORY PER , I PROVIDE OVERFLOW I ROOF DRAI�;1 -- __ _ ZONING CHAPTER 280-4 �-PROVIDE OVERFLOW C1 BALCONY DRAIN: I I ROOF D A - ----------—I ETER - =- -- A-303 WATER MLEADER EBELOWL RAIN WOOD PALETTE DECK I 3"DIAMETER VERTICAL RAIN --- -- ATTIC GABLE END OVER ROOF-DASHED I WATER LEADER BELOW LINES INDICATE C1 WALL OVERHANGS DASHED LINE INDICATES DRAINAGE METHOD I ATTIC GABLE END A-303 2ND FLOOR WALLLJ —_— V- -401.4 . STUD WALL BELOW IWALL OVERHANGS 2ND. . _ FLOOR WALL"' - .......... .. _..::::: _ ----- — --- ----- _Ln- -- --- -I- — 1� � I1r ._...... -----.- -- - - X - 00- ...______ --. .�__ I x -14 A-203 r2 ' ' ------ ---. -- -.--- ._1.- 1/2 I 1n.L.... ....._.._... i I `r ---- .. ----► ------ 5 9' 11 u1�' 314; I 'It 13 M51/z" 16'-21n' 1/z" �' \ I I MBUILT-IN CHASE 0J THEDRAL CEILING—� 5 ' FOR DUCTS3 — 12-OL — WINDOV SKNEE WALL 1/2• — - — — I 1/r —"' ------ ----- ----------- 11-1 — — — — — — — — —\� I ATI5'-0" I 20'-0" / Bl31/z• i� ,_ 3 4" 1/2" —I—— I I I Fi 5 3/ 3 KNEE WALL 33-83/4^ 5'-0"LINEI ^ A-302 / IAV CLOSET p j 5i/z ------------- 16'-03/4" \I I io51/2" '-81/z^ 51/2: - 6'-8"FINISH 6'-8"FINISH KNEE WALL - mHEADROOMHEADROOM AT^6'-0" i i \ I '"7 L11-- -------------ECO-STEEL CHIMNEY �(in In:: ---- ------------------------------ -_LINE\\ -' 6„ Ir 1------------------------ -PIPE 51 3'-2" 31n" ---------- - u II I I 16'-8"FINISH 1/4 I51/2" ' " 51R" HEADROOM I I DASHED LINE 1'-8 C1 I I INDICATES STUD -404. ii WALL BELOW i I WALL BELOW I ,� I I RANGE EXHAUST FLUEABOVE i In iI�+ `^ IT-6"LINE I C M EY PWALL ABOV } I . —— —— — I -E C1 — —— -- 3 IPE6,-21/4. -------------- — 15'-0"LINE in CHI A 301 -8° .-I16 10' 101/2" �I . C I............. CHIMNEY WALL ABOV ATOR `' J., � STO GE512" s 51n"301I� M I I1'--- --- _ _ - MACHINE ROOMI I ti �c L 3016 _ I CHIMNEY WALL ABOV I ini ----- - ------------ E5 - ------'.---------------- ---- - I¢ iiiL1/4,. - - I -- --------- NWSHP-5 A 303Lo I D �22`� H. 6' 8"FINISH I T 6"LINE I I I------------ J in T.O.SUBFLOORHEADROOM II I i i � .. ::..:�Oi- HEADROISH KNEE WALL ..6 8'KNEE WALL I I- - - -- _..... .. ....._AT�6'-0'ATTIC GABLE END I I 0 AT 6 0 � -- ri--r-------- � ' 1 M 5'-0"LINE '� 301 -5'-0"LINE ;y/ T \ i \ in LJ.WALL OVERHANGS ,.... _. I / /2ND FLOOR WALL / / — — — — — — —I -' - - - - - - - - - m \ IR1/ 00 T-6"LINE WSHP-4 / I i — LZ 3" / — 1 C \ X . / I \\ i T-6"LINECTHEDRAL CEILINGFl 51rz" 1/2" \\ / 1 1 --- 1- I- Ii 4 vs—/ I 401.3 rn -----------v ---- 25'-11/4" / 5/z" 3-2" 2'-10/" 3'-10 5 M � 1z~ - /' 1 HP 6-�• -2 uz" 1/z" it-1/ m 51/2" _/ I 31a c31n 51R" 30'-8" '? 1/2 —__ "'— ————— ———— — I � 3'-9" °' S1 9'-3" 55 "EDRAL CEILING--� I In NEX - M 4 ;3 5` 3 6. MECH LAICAL I \ 5'-0"LIN I. I. _ ....... 3DROP ED CEILING:MEC ANICAL 7-5 BETWEE I 304 TL--_---N 0DASHED LINE II -I 1 I 1 ^ C...._. ... I ... ..__ ...INDICATES STUD ::: I.j DR PPED CEILIN N:3 ; _.... ¢ I _....... I.. i I .I........._ F2 ¢ . ibWALL BELOW 7 B GISTS._.. - . � 1L_- -- ~ I51j2ETWEI_ I I I I �A-401.3 ____ � I 1.,-- ----------- RANGE M_ IIrEXHAUST FLUE Ln. 1 {N - - --- - -' I_ ----- ------------ L,N _.... t I I I r - - - _ - I � --- -------- ----- ------ --- TI�- T-6"LINE - - -.---- --1 J CzT cct NI 15'-0"LINE "' T-6"LINE- -------- ------ I I 15'-0"LINE 1/z" I I I I I i I I20'-31/z" 51/2" C1 51.2" I --------- 20'-31/z" Si/z" ----T I A-302 - __-- --- -------- "fin 00 L- L 'J __--_.- ----- -- ------___ Ix o -L____ ___ATTIC GABLE END ..-.. 3034 -- --- f I ----- - ---WALL OVERHANGS ATTIC GABLE END — Z2ND FLOUR WALL -- WALL OVERHANGSO N2 D FLOOR WALL C5A-304 i i. A-304 kn 00 N3/4"p 7''lO 2'-61/2" 2'_81/2" 7'-103/4• 7/8" 3/8" 3 8 7 82-4 3'-7 T-7/" 2'-4/^ 3/4"7'-10 2'_$1/2" 2'-81/2' 3/4"ca 21'-21/2~ 1/z~ - 7'-10 I r-.--- LU 3'-10 12'-01rz" 3'-101/2• .ED A��F4 A-301 Fl I .1 [ I �ZAC-401.1F1F5 A-301 ---....i...IA-201 -401. . ,U . NU PERMIT SET - AMEND] :._t..:::�, 7/2/2020rr 6/g/2o2oPERMIT SET O 1/13/2020CONTRACT SET ( BUBII II � 1/13/2020 REV4:VARIOUSREVISIONS (SITE-2,SITB-5,Nq SITE-7,A-100,A-101,A-102,A-103,A104,A 201 ct Fl203,A-204,A-301,A-302,A-303,A-304,A-401.1,, pA A-304 F1401.4,A-402.1,A-402.3,A-404.1,A-600.1,A-600.2 cz I I I A-801,A-802,A-803,S100,S-101,S-102,S-103,S- E-101,E-102,E-103) U IIA-30409/20/2019BID SET DATEISSUED FOR LrAustin Patterson Disst Arch 0 z ets�................ ��. ... I J 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,fax(203)2 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)65 F3 I I I apdarchitects.com A-304 O A-30M2700 NEW SUFFOLK AVE UTC1 SIDEI RE NCE ......... NUE,C UE,NEW YORK. - HOGDrawing Title: OLt r CHITECTURAL PLAN TTIC ARz zI L -_- _ ----- ------- ----------- _�- , , d J Project No.: Project Manager: TS Drawin- F5 J1 , CB gN ---------------------------- F5I180 4 Team• DKA-304 A-30)4 JUL 7 n A- 1 O3 2��(7Issued on: 7/2/2020 for r1XT��� RMIT SET ................_ � WNERSHIP AND CONDITIONS OF USEDRAWINGS AND SPECIFICATIONS.AS INSTRUMENTS SHA THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOTOTO BEOUSED,1N WHOLE OR IN NAL SERVICE,ARE DPART,OJECTS OR PURPOSES OR BY ANY OTHER.. ECIFIC WRITTEN AUTHORIZAION OF THEARTIES THAN ARCHI ECTSTHOSE THE USE OFNTHIS DdCi I�vf NCS C( 1 - _ ........ THE AUTHORITY TORE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENTSHALL GIVE THEATTIC PLAN� F1 - .... - .. _........... -.. .__ BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISI ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE AR( WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONSARE DUE AND PAYABLEUPO OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES E• �/�11 — �'-O„ INCURREDIN "Hi�vENT THE ARCHITECT EXERCISES THE RIGHTPAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLOYF GURED DMENSIONS Fl ClWOR E D FOM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECA-304 �` --t THIS DRAWING IS COPYRIGHT. J NOTE: DO NOT SCALE DRAWINGS 1 2 3 4 5 6 7 F4 Fl F4 Fl A-202 F5 C1 ROOF PLAN LEGEND A-301 -401. -402.5 A-301 C1 -401. A-304 ICE&WATER SHIELD: PROVIDE FOR A MIN.OF 5'-4"(2 LAPPED LAYERS,w/8"OVERLAP)AT ALL EAVES AND VALLEYS. PROVIDE 2 LAYERS AT LOW PITCH ROOFS, TYPICAL. OR ENT OR EQUAL:TO BE I / � TAMKO METAL&TILE UNDERLAYM E U I USED AT ALL METAL ROOF AREAS. _ \• 'L_- .. ., .. ._-.._ L._J I L�J _ _ .. „ - ,, ., ...... _J EPDM - ' A I I I t I I I L I r _____________ I ------------- COPPER FLASHING(TYPE AS SPECIFIED IN PROJECT NOTES) L_J, ... L_J L L....J ,., 1 ._v___L___J_ _ _-_ ___._ ____,.-L_:J 2ND FLOOR DECK - - - AT ALL VALLEYS AND WALL&ROOF INTERSECTIONS,TYPICAL. Cl I i i ------------- REVIEW w/ARCHITECT PRIOR TO FABRICATION AND A-303 I BUILT-IN YANKEE GUTTER WITH A 303 INSTALLATION,TYPICAL Z.C.C. FLASHING-TO FIT WITHIN 4:12 y 3"ROUND LEADER- ONE COURSE OF SHINGLES = PITCH OF DOWNWARD ROOF SLOPE Z.C.C. i { BATHROOM VENT PLUMBING STACK ;' _�__________ _______T_ - __-_- -___-__�, _________ DASHED LINE INDICAT S STUD ( PPERFL00 ) r. -- -- ---- ---- -'----- -- - ----'-- -- ---- ---_' - _. Ir - ------ ------ .- - - --------------- -- ---------- ------ E STU W U R . ....._..... ROOF CONSTRUCTION. .:..._.................. _ I . _U ' I_....._ r. ......__,......_._........__ _........_._... ...._....____ LI _._ _\` , k o INDICATES D WALL BELOW LOWER FLOOR) -- I ... .. .:..a...- r. DASHED LINE I CAT S STU 0 ( 0 ) PRESSURE TREATED ALASKAN --- ------------------------------------ \ . I I _..._._ ...................... _.. I I "ROU D LEADER YELLOW CEDAR SHINGLES,OVER ICE '_ I I I 3 n „ I __._ _.. Z.C.C. &WATER SHIELD(3'MIN.AT ALL r I : SLOPE. 12/ 12 - -- --- . - --_.._ , --.__ ----------- ------ t`\ SLOPE: 12" 12 EAVES&VALLEYS OVER 30# t - A DECK \' NOTES. _ ATTIC I SATURATED BUILDING FELT,OVER LJ .' /.:.. _. _...._. -.. an _._.._._..... .. - .. -_..... - _._. _......._..__.._....in ._.... :..,_..... w I' __........_ _....._....,...._ i I 1.ALL ROOF JACK VENTS DRYER KITCHEN BATHROOMS SHALL RECEIVE 3/4"PLYWOOD SHEATHING \\ !� `, - I I DASHED LINE INDICATES rl-' € ( ) r-- _ _ -_-- - _- ____- _ __ __ --i \\.,.q! ' , I: I COPPER FLASHING. - - - - --- - - - ............. ..._... P� ......,. ' _ _ STUD WALL BELOW I: _ _ _ _ _ _ _ - I I I ALTERNATE: I I I , �" I I' 1 I . _.... , • , I t I I .} .., ..... _... _.... __...._.. . _..._... _ 2.ALL PLUMBING STACK VENT PENETRATIONS SHALL RECEIVE A COPPER PRESSURE TREATED RED CEDAR t I _ { t _. ..... ... __....._....... _ ....... _............._ -._ ..._ _._.... _ . i BOOT AND COPPER WRAP. I I I I I I I SHINGLES I I : o __. 1 I. , r I o.. --_:._.._. ,t ` ROOF CONSTRUCTION: ;. �, ............ .r I, I _.......... _ .. \ ROOF CONSTRUCTION: P I Fl I I _....__. -....._............__.._...__ o .... ............. _-.._._ ...--- --...._......................... _. _..__.._.._._......... _.. ...._.. . ....,......_... \. i .. . - ----- --------- ---- - _ -_----___ I. I F1 Z.C.C.SOLDERED FLAT SEAM ROOF _....... .........._...... _..,...._. ,......_.._...... ...... -,- - - __ _1__� . .. _ A-302 I I i -. i• Z.C.C. SOLDERED FLAT SEAM ROOF, I I BUILT-IN YANKEE j 3.ALL PLUMBING VENTS SHALL BE LOCATED TO MINIMIZE VISIBILITY FROM r 'I OVER METAL UNDERLAYMENT, - . . _...._.__... ,..____._... ._ �. ........__ _............._. _...___. _. _.. _ " OVER METAL UNDERLAYMENT # FRONT AND SIDES OF HOUSE. 1 .I OVER 3/4"PLYWOOD SHEATHING /. , r _ GUTTER WITH Z.C.C. I ;'/ C2 _.. .: \'�? OVER 3/4"PLYWOOD SHEATHING 1 1 FLASHING-TO FIT I . i ' l; 1104. .... _...._ _ _.__..... _.... ._ _ _ .,� ._-- WITHIN ONE COURSE OF ? 4.SEE A-400 SERIES FOR TYPICAL FLASHING DETAILS. _ - -. I__ .. _........ __... I I ALTERNATE. EPDM,OVER ICE& c. -_=---..-.----_-.-.----.� _. _.. - _ -_.. - _.__-- - _ �-_--_==-= -----, ALTERNATE: EPDM OVER ICE& r ------==--- -- .. _.. .._ __... ........_ I -..... ------------------- ' I } SHINGLES --I- _ - ' WATER SHIELD,OVER 3/4 i _ ' N : _ _-.. . .. ... .... . .. .. I i WATER SHIELD,OVER 3/4" � t I PLYWOOD SHEATHING , r - - _. _. .. , - - �; I. 1 I 1 I ...................... r I --- , .. 1 G ECO-STEEL CHIMNEY PLYWOOD SHEATHING .._.... ..._....._ ......_........... ...... ..---...._ .. .. ..._........._ .._ .. ............. ...--- ..... _ _..._.._ _..... ............ ........ .._..._....... __._. ...._._. C � _\ I I ' CAP I I I I� I t T I I I 1 ._...._... .._ _... w .. . _..__ .. I II II I B II II I :I : SLOPE. 1z / 12 I = '. I -- -.... _..._......_.._ _.,.......O _.._ . ,.....,.- 1 I , r I SLOPE: 12"/ 12" I. E1 N 1 I . ..--- __....... _ .....- ._ .__ __ ...... ..._.......... ... . .__..__............. _.. I. . I. I. r: - 3"ROUND LEADER- t _ .. , - N - r f 1.... __. ...._. .. ..... I I a' I I _ .� l i -404. 1.._.._ z Z.C.C. -- _....._ _ _.. _........ _.. _........ RANGE EXHAUST FLUE A-301 I..I I I r I ECO-STEEL CHIMNEY , , I I I I I r I __........._. _._. ............. . . I_...._........ ,............ .. . _........- ABOVE r I , I r _ - CAP _......,.. _.. _ _.. .., _.......... - 1 r 1 _ I , r, i ...... -. `" II II L :J ' ._.._.. .. ... ...... _ .. ...... .. _.. .. .. ..- ........ _. n :I 1 I I 'j;: I i ...... _........... I I I 1 1/4„/ 12" 1 , o I 1 4„ 12 I , _ _ . o RIDG I \ _ - I I , I 1 ------------------ I 11 I I I ROOF CONSTRUCTION. I I I I Z.C.C.SOLDERED FLAT SEAM ROOF I - - -------- ... ..._..._. ._.......... ..... .. _...._. ... .._.... ...... _. _ .I ........ _._ ........... i R , ,...........OVER METAL UNDERLAYMENT, .............. _.._ ................,.....,._......._......,........._._.. I I I I I _. _ N .. _... 5 - \ 1/2" " 1/2" ... n .-� '1 2" , n I I ., I' 'r ......1..... _.._._.. ...,...._... .1.... -- - .......... _._. 5 1 8 5 OVER 3 4 PLYWOOD SHEATHING _5/ 51/2" t J / 1-8 L 1 -'{ I \: 1 I _ ,•y 1 1-3 a 1-3/2 - I .... .-.. , ..... ........ ..... _...... _. .. _.-_... .. .............. ......._.. I _11/2 -31/2" • ALTERNATE. EPDM,OVER ICE& I �I- I I. ; ♦ \ I I I. I 1 ' I I n _.__._. ....... _:.w I ...... .__-_. 'I � I , I , _ ......._.._ ,N ::.jam..._..........__.....:c .._.._...,_.............__. .. WATER SHIELD,OVER 3/4 a _ -.._._. - ----------. o -........ _........ L_... 1 I I I I 'PLYWOOD _---..._. ._._ ._..--- LYW00 SHEATHING __.__ _._ ., ..._L�:. ._--...._.. . ..__.... ,._.._.-. ...__._.. .. ..... ,--- .. .---. _.._....._._ _.. I - i / Ln _.. _. ..__..._... ........_.... ............__.._.........._...._..........._.._ _ \ ------------- ------- ------------------ -- t I I ... .... \\ /: I r'CHIMNEY CENTERED ON r - - -- --- _�.. CHIMNEY CENTERED ON r I \ _ .. ........ ... r I .......k, ! w ._.__... . .._... ,...._ . ': --�--- _ -- ...... _ ......._........_ i _.....__...._... - - ------------------- ---c-- \ ' a - -- -- FRONT GABLE , , FRONT GABLE --- -- - -- `\' . RICKET 1- ... ... .' �/ _.._.. \... ._ _..... ........_... ._........... ..._...._. _ \ \ \ \ '� (A ♦ \ ,: / , ..., ;, t ,... .. -.... :._......... ._... ..---__.. - - - -._.......1 l ...-....... \,..._ - \ \ y........................ ' ....._...,........_...........__......._____. ._..... ........... - _........... .. .. .. '....... - - 12" ................... . ..... ..... _..... .. ♦ / 14 14 12 li EI Flt I -_ .. ....._..... .. .. _._.._.../ - _... ._... _.....__. ............. /.._......_.. , , ! +'- _.....\_._....__....... : . . ... ................. . ....._... _....._,_.. _...... ,........_... ... .._ __. - -401.3 I I ! RIDGE ,._....._ __.. ,_ . ... s -----�-- - ----------- _.......,.. _. ....... `\... t BUILT-IN YANKEE ...._.........._ r_ -------- ------_- , \ GUTTER WITH Z.C.C. \ I I / , I ........ ............. ............. .. ................._.. .. ,............... .._.... .... .. ..._........ . ....._............................. .........._._............ . ..............- ........ /: r _ _.. ._ 1- o \: L--------------- ------- -^----------- _----------' .' \; - _ - E COURSE OF _....._. __._.. , _.... .. . .. �. CO , , o , _I WITHIN ON ............... �: _ SHINGLES LL N .� JQ 9 I !!� 1 \ ---- + --- _.......__... .. -. _._...... :'_ 1 L.._L ..... i 3"ROUND LEADER L... _. I ♦ \ -Z.C.C. +__.._..._. _.......... _...._ ......._ __ ,. ,\ .. t LLJ o ' ----------- - - ----------_-- -4 1.3 : I I I _ - -- -- ----- _. { - : � I ........... I i ' .._.,..� . I � ' } I 1/2 /1 1/2/1 . ' \. + / 7I/ " n n n , {:x.11'+ - _'---1-� I I-J,_-I- -_-I-'Lltii ( l ,11, { ------ "" SLOPE. 12 12 SLOPE. 12 12 r I r r , SLC E: 12 12" SLOPE: GO t/'I / / - .._._... _ / S 0 12/ 12" t I t...... . �. _ - -- I - W - `� I t \ >t I \ f ..._......._.. ........._ Cl - - - i - _......._. C4 A 2 A-302 30 I DASHED LINE INDICATES , ' � ! ROOF CONSTRUCTION. . I I • _ /' ', I I _ _..._... _ , I :I I �.-- - - ---- ---- -- - STUD WALL BELOW I } Z.C.C.SOLDERED FLAT SEAM ROOF t - -- 7' STUD :I I t t OVER E , LU 317 04"PLYWOOD SHEATHING o n I '} 1 / [ I J SLOPE: 12 /12;_ _ _ k-_-_-- --`�---�__-- ------------- ----1 3 ROUND LEADER Z.C.C. J - _ L _ r I 'L---- -_----------- `--------------- ----------------- - - -------------------------- --------' I I L_ - ---- ---- - 05 _..._. 5„HALF ROUND GUTTER-Z.C.C. ... A-303 _:_ . ....., .. _. .... /' \ ' - A-303 \ GUTTERIN YANKEE I I Ali BUILT_ SLOPE: /...... R ? SLOPE: oo ............. .......... _..._..,! ......_ \_...._..!, Z.C.C. FLASHING TO FIT WITHIN 8 5/8"/12" I I SLOPE: 12"/ 12" 8 5/8"/ 12" .._...... _ I i r \ \ ONE COURSE OF SHINGLES \ , _.......... ............a. • f/ C5 , .. i i f A 304 I I . f I l•' R \ C5 A 304 SLOPE: 5 1/4"/ 12" SLOPE: 5 1/4"/ hi"-J'\\ --------- to SLOPE: 6 1/27 12 N - ---- ------ „y 3"ROUND LEADER- _t JC' I r , N Z.C.C. , \ , 03 `\. 'rJP....... �� ............ ........_. -- - �` 4 �-- F4 F1 Fl Cl F5 ?: I. �- iv ... lc� , , , \ O 401. _ _ -401. I. t ... .._---- Th?ng_TY�/ ap A-301 A 301 A 201LL, It a \ : I I' O t I : I Ini Q RIDG RIDG U r4 _............ r _ ............ U .' I .t.... w _ 6/9/2020 JL a _ PERMIT SET O L.. p (INCLUDES REV.4 o L...; 1/13/2020 CONTRACT SET BUBBLES) I r.......,, REV.4:VARIOUS REVISIONS(SITE-2,SITE-5,SITE-6, I� SITE-7 A-100 A-101 A-102 A-103 A-104 A-201, 2 1/13/202 o ,A-2o ,A- I! ` 0 203,A-204,A-301,A-302,A-303,A-304,A-401.1,A-401.3,A- 401.4,A-402.1,A-402.3,A-404.1,A-600.1,A-600.2,A-600.3, A-801,A-802,A-803,S100,S-101,S-102,S-103,S-105,S-2, E-101,E-102,E-103) REV.3:POOL FENCE,GUTTERS,ADDITIONAL NOTES I 1, t i 10/16/2019 A-104,A-201,A-202,A-203,A-204,A-301,A-302,A- SLOPE: 6 1/2"/ 12' SLOPE: 6 1/2"/12" _ (F03, I. ' W I f , pa A F14 I } I I I { F1 303,A-304,A-305,A-401.1,A-401.2,A-401.3,A-401.4,A- E 30 I { A-304 402.1 A-402.2,A-402.3,A-402.4 A-402.5) ? I > I ` ROOF CONSTRUCTION: SLOPE: ? t I" j SLOPE PRESSURE TREATED ALASKAN 09/20/2019 BID SET Q. 8 5/8"/ 12" 88 5/87 1212"_ YELLOW CEDAR SHINGLES,OVER ICE rn &WATER SHIELD(3'MIN.AT ALL DATE ISSUED FOR EAVES&VALLEYS),OVER 30# SATURATED BUILDING FELT,OVER 3/4"PLYWOOD SHEATHINGAustin Patterson D1SSton Al TFRNATE; [4pd� .: PRESSURE TREATED RED CEDAR Architects SHINGLES - a ......: ...1-.._i_ .. . 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255 4031,fax(203)254-1390 ......... I I..1.......... I I wn ... . `, . LU I I 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 Q I .. OJ .....::................. --._......._...._. I..)..............:: apdarchitects.com - - O 1 Is, F3 F3 A-304 RIDG ' , RIDGE _ ,_ I...� .... 04) _......_....------ . . ..-........__................_.... _ - ,,\�._ _ . ._. ,., . _ , __ CAGNAZZI RESIDENCE N _... .....,_ . ._ _..... ,� ,'. '\, _._............___. , _._..._..7\I 12700 NEW SUFFOLK AVENUE,CUTCHOGUE NEW YORK 11935 LU .............. , /,' . G9... ._ _..__..._.. _.......... _w ::.....:::"i...:i:._.,. o ._._.._.... - - . ,, \. �!� - ._ _ . O DrawingTitle: �I 5' HALF ROUND GUTTER : . - _.I ........... ,._. `\: -..`,`.„........_.............:' ..__1 Z.C.C. L....L........ `.\... � - - J.: ROOF ARCHITECTURAL PLAN T._ -.-... „- SLOPE: 12"/12" SLOPE: 12"/ 12" .��-.:=.- -.::-f=- ......._.___. DASHED LINE INDICATES .}-r--- - 3„ROUND LEADER- T r----�-- `\; ; -...-,...��-'T----T-�,._:,...._. ' r STUD WALL BELOW Project No.: Project Manager: TS Drawing No: O Z.C.C. ---=+-�--__ - - _ 18014 Team: DK, CB A-104 -_--_-�--- --- - '~ - - ---' --- - --- --- ---- - - ' _ - - - --- --- sue n 0 for Q - --- N W : : , _ , , , O , _ v J PERMIT SET _--_ --------------------------------------- ----------------------------- ----- ----------------------- ----- - ------------------- - ----- - - - - - - - WNERSHIPANDCONDITIONSOFUSE: RAWINGS AND SPECIFICATIONS, S INSTRUMENTS OF PROFESSIONAL SERVICE, RE AND SHALL REMAIN HE PROPERTY OF THE ARCHITECT DOCUMENTS ARE NOT TO BE USE WHOLE OR INP FOR OTHER _. ............ . . ......... _....._ . ._ .., . ._. „.._ PECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS THE USE OF THIS DOCUMENT IS CONTING __.:.. ...... .� ..-..__ .,. .. P THE : S ENT . _._...._. .. _..._.._ ,. . . J ..._.. .. _ .. . .................. .. .. ...._ .... UPON PAYMENT OOTHE ARCHITECT FOR SERVICES RENDER ED. NON-PAYMENT SHALL GIVE THE ARCHITECT ..._._._....._. .___.. _._.,- .....-. .. .................____..._.__._.........._......... THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY ARCHITECT'S STATEMENTS FOR SERVICES,TT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. - THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS n INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE O BE 1 d 1 WORKED FROM DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE x SCALE• 1/ I" 11-0" PROCEEDING. Fl Cl THIS DRAWING IS COPYRIGHT. H -401.4 A-304 NOTE: DO NOT SCALE DRAWINGS 3 4 6 —BLUESTONE CHIMNEY CAP BLUESTONE CHIMNEY CAP F4 Fl rFl F5 Fl Cl 1. BASE BID: ROOF TO BE PRESSURE A-301 -401. -401. -401. A- 04 ROOF CONSTRUCITON-. TREATED ALASKAN YELLOW CEDAR ARCH: 39'-4 3/4" ROOF CONSTRUCTIONE 1�7 !�-­ CIVIL:51.02'Y - — - — - — - — - — - — -Z.-e-&SOUE)EREDf�7F SEAM-ROOF-, - — - —- — - — - — ............ WALL CONSTRUCTION: .........- Z.C.C.SOLDERED FLAT SEAM ROOF, OVER METAL UNDERLAYMENT,OVER OVER METAL UNDERLAYMENT,OVER SHINGLES. ........ (TO BE DETERMINED)WITH I-_=.......... HIGHEST ROOF RIDGE 3/4"PLYWOOD SHEATHING .......... 3/4"PLYWOOD SHEATHING ............. ....... ............................... -77 LAVANIZED METAL ADJUSTABLE ....... ......................... .....------- --TIES @ 2 SF O.C.,STAGGERED, .......................... .......... ALTERNATEm EPDM,OVER ICE& ........ ........­­-.....-........ .......... "--��ALTERNATEN EPDM,OVER ICE& ­............... TYPICAL ................................... ........... .......... . ................ ..........­­­­­ - - X I ROOF CONSTRUCTION: WATER SHIELD,OVER 3/4"PLYWOOD ... .... ........... ...........—­ ­-LI.- ­­tll -­ ­­ ­.­­ ...­... . ........... WATER SHIELD,OVER 3/4"PLYWOOD ALTERNATE: ROOF TO BE PRESSURE —--------- L.......... ......-­­-­­­­.... ........-..... ...... .....................­..................... ............ ......................... ............ .................... ....... -------­­­. ..... ............ PRESSURE TREATED ALASKAN SHEATHING ....... ..................... ............ ................. SHEATHING .......... ........... ....... YELLOW CEDAR SHINGLES,OVER ICE ;0 ........................­­ ­­........................................ TREATED RED CEDAR SHINGLES. ...... SOLDERED FLAT SEAM ROOF. .. . ... ...........­—===��-- - '—,*-*-,- - -='­—-- .**--- &WATER SHIELD(3-MIN.AT ALL ............................­.. .................... Z.C.C. DRIP EDGE ........... ................ ....... ............­­ Z.C.C. DRIP EDGE ,----------OVER METAL UNDERLAYMENT,OVER a BLUESTONE CHIMNEY CAP EAVES&VALLEYS),OVER 30# ............... ........------------ ...................... ..............­­­........... ­­.....­-­.----................ PLYWOOD SHEATHING . ...... ....... .......................................... ........... SATURATED BUILDING FELT,OVER .....--—------------- 3/4"PLYWOOD SHEATHING WALL CONSTRUCTION. .... .. L Z.C.C. FLASHING,TYPICAL .......... ......... ............... ........... I.......... (TO BE DETERMINED)WITH ­­..................................... STONE .......... ........................ ................................................. ........ ........... ............... ........................ ................................ .......... .......... ...................... "7k:­:=�' LAVANIZED METAL ADJUSTABLE 2. BASE BID: ALL FLAT ROOFS TO BE ..................... .................................... -7-= TIES @ 2 SF O.C.,STAGGERED, ............. .......... ................ ­—------- .......—--------- ...................... ..........—----------- TYPICAL Z.C.C. SOLDERED FLAT SEAM ROOF. .......... ...... ARCH: 30'-1 3/8" .......... .................... ...... .................. .......... ................... —- — — - —-— - — - — - — - .................... ........... ........... .......... . ............... ............. ........... ......................... ...... .......... .................. ---------..................... ................... CIVIL:41.74'y ................... ....................... .........q- \ - ­ -'* q-**'—----- ........... ................... ..................... ........... MIDPOINT OF ROOF .......... ..................... ............................. ............. ....................... ........................ .. == :: —q ................ ................ ......... ......... ........... ............ .................. ........... -­­------ ALTERNATE: ALL FLAT ROOFS ................. .......... —----- ......... ......... ....................................... ............ ......... ............. .......... ...... .......... ...... (EXCLUDING ROOF OVER MAIN ............ ........ ... .................... ....... ....... STAIR) TO BE EDPM. C4 ,- :::=-� V .......... ......................... ... ........ ......................... ............ ........... ........................ .............. .......... ........... —12 .............. ........... ........... �'30�� 306 1 1 .......................................... ........................ ................... FUFl IF ................................................... ........—----- ................ ............ ...................... ................ ............. .................. ........... ...... AJ Li I --q- ---- - -- - - - A.11 1 - ................................... .......................... ........... ------- .... .... ...... ........... ...... .... ........— -------......... ...................... ........... ROOF CONSTRUCTION- ...........—,qqqq-4"— 301 3 ............ 307 308 309 --------- —------ ............................. .......... .................. PRESSURE TREATED ALASKAN ................ ............... ........ ......... ..........I---------......... - - -= - ............. ........... .......... ....... .......... ---------------�/ YELLOW CEDAR SHINGLES,OVER ICE ..................... ...... 3. BASE BID: SHINGLE WALLS TO BE ....... 3"ROUND LEADER Z.C.C. ........... ........... ..........4q4m4��:�:..I�.-.-�.q.�..,F.-..i., &WATER SHIELD(3-MIN.AT ALL ....................ARCH: 22'-2 1/4" EAVES&VALLEYS),OVER 30# ............. ......... .............................. ---------- ALASKAN YELLOW CEDAR SHINGLES. .......... �2' CIVIL:33.8l'Y SATURATED BUILDING FELT,OVER ........ ........ ............ ..................... ....... ....... . ..... T.O.ATTIC SUBFLOOR ................... ........... .......... ...... 3/4"PLYWOOD SHEATHING ............................................ ......................... ........... ............... .............. ...... .............. .......... ............................... ........... r.. .........H H H H H H H H H H H H .......... .......... ALTERNATE: SHINGLE WALLS TO BE ARCH: 20'-10" ........ ............. EAVE HEIGHT ............. ------- ........ ............ ............. .......................... ............ ................. ........... .......... ...... ........... ............. ...... ........ .......... ......................... CIVIL:32.46' IT] ................... .............. ........... ................ FIF� .......... FIFIF] F1 .... ...........­............................ .............. ............ .................-.q.--.----.............. ........... ............--- ..............------- .............. ....................... .......... ........ ............ ............... ............. ............ ............ ........... ................... ...... ............ .--. 4. BASE BID: ALL GUTTERS AND 12511 1- .......... .......... .......... .......... ................ .............. ....... ................. B . ......... .............. ........... ....... ........... ............. ....... Lll-dLl ........... ............ ............... . .......... ............. ..................... LEADERS TO BE Z.C.C. ......... ... ...... ....... ................. ff ........... ............... ............. ........... ........ ........... 12 .......... ............... ........... .................. .......... ............. Ln- -5"HALF ROUND GUTTER Z.C.C. ;0 .......... ............. ............ ............. ........... ......... .................. ..................... .................. ........ ... ................. ......... ........... ............................................ ............... ........ .................................. 00 /2" =:� ii� oLARCH: 12'-1 1 ALTERNATE: ALL GUTTERS AND ........... . ...... .......... ARCH: ll'-7 1/8",;� -— -— - — - —-— - V- — — — - --- "ROUND LEADER-Z.C.C. 'r CIVIL:23.75' ........... ---- ......... ... .............. .............. ............................ ......... CIVIL:23.22'1' ........... T.O.2ND SUBFLOOR LEADERS TO BE GALVALUM. ..................... .......... ................................ .......... . .......... ......... .............. ------ .......... ............ ............. .......................................... ............ .......... -----­....................................FM ........... .................. ... ......... ........... ........... ...................... .................... ....... ............... ......... ................ ...........­­­ �5)- . ............. ------- WALL CONSTRUCTION: ......­.­­.................. ................... .................... .......................... ... ....... WALL CONSTRUCTION& ...................... ............... ..................................... . ............... ALASKAN YELLOW CEDAR SHINGLES, ALASKAN YELLOW CEDAR SHINGLES, .......................................... ------ .......... OVER 15# BUILDING PAPER,OVER FTU 11 11 �l 11 1 OVER 15# BUILDING PAPER,OVER 5/8"PLYWOOD El 5/8"PLYWOOD ....... ..................... ..................................... ............ ............ ................ ........ ------- ............................... ....... ............ ............................ WALL CONSTRUCTION: WALL CONSTRUCTION, 01H, ................ 12 -1 11 11, ............ 1 4 STONE-(TO BE DETERMINED)WITH ........... STONE-(TO BE DETERMINED)WITH HT S= FT j GLAVANIZED METAL ADJUSTABLE LAVANIZED METAL ADJUSTABLE TIES @ 2 SF O.C.,STAGGERED, TIES @ 2 SF O.C.,STAGGERED, TYPICAL TYPICAL ... ......... �j C .................. .................. ........... ...............------- ........... .... . ...... ........................ ....... ...... .................. .................. ............ ............. ............................... ............. ........................ .............. ................. ........... ............. ........... .................................... .......... ............ ....... .... ....... ­-----­- .......... jt.02 I(, ARCH: 0" ------ ........... CIVIL:11.63'1' cl� ARCH: -1'-0" 4L T.O.1ST SUBFLOOR CIVIL:10. 63' \TO.GARAGE SLAB @ GH POINT ARCH: -2'-3"CIVIL:9.38'y /'7- — - —- — - ---- - — - L CONSTRU QN@< BLUESTONE PATIO AND STEPS OVER ONE-(TO BE DETERMINED TIO AND STEPS OVER METAL ADJUSTABLE JESTONE PA C MOR7AR OVER CONCRETE SLAB )RTAR OVER CONCRETE SLAB 2 SF O.C.,STAGGERED, -TYPICAL ARCH: -S' 9"'L \> CIVIL:5.88'Y T.Q.CRAWL SPACE SLAB 7' < BASEMENTSLAB. >7 7\7 7 l< NORTH ELEVATION SCALE: 1/4" V-011 BLUESTONE CHIMNEY CAP Cl Fl 1 Fl Cl CS Fl F3 A-303 A-302 -301 1, -401.3 A- 02 A- LINE OF ROOF BEYOND -------- A- 04 A- 04 ARCH: 39'-4 3/4" — - — - — - — -— - — - —-—- — - — - — -— - — - — CIVIL:51. WALL CONSTRUCTION: -(TO BE DETERMINED)WITH HIGHEST ROOF RIDGE STONE GLAVANIZED METAL ADJUSTABLE TIES @ 2 SF O.C.,STAGGERED, ROOF CONSTRUMON: TYPICAL PRESSURE TREATED ALASKAN YELLOW CEDAR SHINGLES,OVER ICE ;0 Z.C.C. FLASHING,TYPICAL &WATER SHIELD(3'MIN.AT ALL EAVES&VALLEYS),OVER 30# (41 SATURATED BUILDING FELT,OVER .......................-—-------..................... ............ ......................... .... ...................... .............. .......... ............ .... ........ .............. 3/4"PLYWOOD SHEATHING .......... ....... ......-V------.-- .............. ........................ ................................. ......... ....... ..................... ................ ............. ........... .. .............. ........... ........... -------............ -------- ...... ........... ....... ...................... ............... .............. .............. ....... ...... ....... .............................. ........... ........................ ......­* ............ ............ .................... f L ............. ............ ................................ ....... ............. N ....................._V.- .............-- ............**­ ................. ........... ...... ....... ARCH: 30 13/8' ---- -- ........ 03 --- - — - — - — -— - — - —-- ............. . ........... ...... ........... ........... CIVIL:41.74'y ......... ........... .............--. ............. ............ ........ ...................... .......... ----------*-- ............ ........ ................ ..................................................................... ........ ......................... C3 MIDPOINT OF ROOF .........4........................ ........... -------------- U ...... ................. ..................... ....... ...... ............. ......................... .................................................. ...................................... ...... ..................... ............... . ....................... ........... ...... .............. ...................................................... .......... ........... .............—-----—.4.4-7-7--7. ...... ................ ........... ................ .......... ..... -------- -------------.......... .......... . ............ 0 ........ ..... ........ ............. ............. ........... 00 ...... ........... ........ .......... ............. ........... ;0 ............. --......... .............. ------- ................ ... ........ ............. .. . ....... ............. ......... .. . ........... ........... ............. ................ ............. .......... ......... ..................... .... .......*.. .................. ................... .......... ................................ — -- ----------- .4-4-------------- .......... .............. ............. .............. .. ......... ........... .......... ............ ............. ............ ........................ .................................................. ................................ .........—------- ............... ........ ................... *.................. .......... ...... .............. ....... .................. ......... ......................... ............. .....-—-------- ROOF CONSTRUC770M ........... ------..... ......... ................ ........... ........ ........... ............ ........... ....................------- --------------- ........... PRESSURE TREATED ALASKAN .......... ...................................... ............ ......................... ---------- ..................... ........... .................. .. ......... ......... ................. . ....... .......... ............. =..U ............................ ............................... ............ ............... .................... ............ .............. ............... .................... �-o YELLOW CEDAR SHINGLES,OVER ICE ........... ........ ----------............. ........ .................. ........... ............ ................................. ---------- ......................... ........... ............. ......... .......... ................ WATER SHIELD(3'MIN.AT ALL .................... E:z�s 1 -—--.--4............ ................. ------ .....................—------ ......... r ........... ................. ....... ......... ...... 12 EAVES&VALLEYS),OVER 30# U ARCH: 22'-2 1/4" 12' 6/9/2020 PERMIT SET CIVIL:33.81"r ....................................... ...................... ...................- ............. TURATED BUILDING FELT,OVER .............. ................... ............ ...... SA ............ ....... ....... .............. ....... ............. ............. . ...... T.O.ATTIC SUBFLOOR ...................................... ............. ......................... ......—------- ------------------------- ............ rq. ......... ............ ........... 3/4"PLYWOOD SHEATHING (INCLUDES REV.4 ............. ........ ............... - - --------- ............. 1/13/2020 CONTRACTSET BUBBLES) ........... ................................. ............... ................ ............ -—------ ....... ........... ........... ........ --EF- ........... ................... REV.4:VARIOUS REVISIONS(SITE-2,SITE-5,SITE-6, ........... --------- .......................... ........... 1/13/2020 CA ARCH:CIVIL:32.46' ...... ........... ................ ......... 203,A-204,A-301,A-302,A-303,A-304,A-401.1,A-401.3,A- ------------------ ............. .....--------- ............ EAVE HEIGHT ................... ------------ 401.4,A-402.1,A-402.3,A-404.1,A-600.1,A-600.2,A-600.3, .......... ........ .. ............... -IFF -][17 E-101,E-102,'E-103)' C5 ------C ------...... ............. ...... A-303 ..................... REV.3:POOL FENCE,GUTTERS,ADDITIONAL NOTES ............. .......... ------ .......................... .......... 12" 10/16/2019 ........... ALASKAN YELLOW CEDAR SHINGLES, ...... ........................ .............. ............... ................. ............... OVER 15#BUILDING PAPER,OVER Lll .................................... ............. /3 (F03,A-104,A-201,A-202,A-203,A-204,A-301,A-302 A- 245 12471 1 48 L ........... ............................. .......... ...... ........... ............ . .. .. ......... ............... --------- P�l I-V 77-7 77-,===r== 303,A-304,A-305,A-40 1.1,A-401.2,A-401.3,A-401.4, WALL CONTERUCTIONi 2 4 9±11' n25O�]L z 5/8"PLYWOOD H .......... ........................ 213 402.1,A402.2,A402.3,A402.4,A-402.5) . ......... 21 . ............... ........... .......... 09/2 SET E��9 t2l 2 Ll ....................... ................................- ............. ........... ................................. ............ ........ ........... .......... . ....... 0/2019 BID ......... ....... ........................ ....................... ... -- .:—.. ........... ................ ............ ...... Wd ------ ................... ... ... ------ .......... .......... ............. .............. ........... ....................... oo OL ARCH: 12 DATE ISSUED FOR ................................. ........ ............ ............. ....... ........ ......... .................... .............. ........................ T CIVIL:23.75' ............................................... ........ ................... W PAN ARCH: ll'-7 1/8" .............. — 1 C.WINDO — -—- — - — - — - — - —-— - —- —-- Ca CIVIL:23. T.O.2ND SUBFLOOR AT GARAGE T.O.2ND SUBFLOOR ------ ap& 125 - A hitects WALL CONSTRUCTIONa Ell Uuu LUU LLU LLU ........... . ............ . .... 5 HALF ROUND GUTTER-Z.C.C. ...... ........... 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)2554031,fax(203)254-1390 PAINTED BOARD AND BATTEN,OVER .. ..............- ROUND LEADER-Z.C.C. 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,far(631)653-6605 15# BUILDING PAPER,OVER 5/8" .......... -—---------------­­ HL] ........ apdarchitects.com ................. ........................... -IF PLYWOOD ............ –IMF 71Pl LLL ....... WALL CONSTRUCTIOW ............... -------_ALASKAN YELLOW CEDAR SHINGLES, WALL CONSTRUCTIONN .......... OVER 15#BUILDING PAPER,OVER CAGNAZZI RESIDENCE ............. ............. .... ...... PLYWOOD STONE-(TO BE DETERMINED)WITH 5/8' 12700 NEW SUFFOLK AVENUF,CUTCHOGUE,NEWYORK, 11935 GLAVANIZED METAL ADJUSTABLE ........... ..................... ..... ................ ........... ................................. ........... .............. .......... WALL CONSTRUCTION: 134] ......... ...... ....................... TYPICAL :13�±5 ........................ ......................... STONE-(TO BE DETERMINED)WITH Drawing Title: TIES @ 2 SF O.C.,STAGGERED, .......... . ................... _,-----,GLAVANIZED METAL ADJUSTABLE .... . ......... ........ ................... ............... . ........ ............ .................... ........... ............ ARCH: 01, 130 1 ES @ 2 SF O.C.,STAGGERED, NORTH & EAST ELEVATION TYPICAL ................ 110 F4 CIVIL:11 AO9 _J --------- - - 4,ARCH: -1'-0" Project No.: Project Manager: TS Drawing No: T CIVIL:10.63' K 18014 Team: DK, CB T.O.IST SUBFL0OR T.O.GARAGE SLAB @ HIGH POINT ARCH: -2'-3",3. - - - - - - -- --- - - - ----- - - -- - - - - - - - --- -- A-201 CIVIL:9.38' X//� Issued on ENISTING AVE GE GRADE BLUESTONE PATIO AND STEPS C BLUESTONE PATIO AND STEPS OVER 6/9/2020 for MORTAR OVER CONCRETE SLAB >//MORTAR OVER CONCRETE SLAB PERMIT SET /X 91, -91, ARC .9 rL 1: -5'9" L OWNERSHIP AND CONDITIONS OF USE: CIVIL:5 88' TO,CRAWL$F DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER P OJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. TUE USE OF THIS DOCUMENT IS CONTINGENT UPON PAYMENTIO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS >/ `IE ARCH TECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- TST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE PROCEEDING. EAST ELEVATION THIS DRAWING IS COPYRIGHT. P-- iT Fl 1-011 SCALE: 1/4" 1 NOTE: DO NOT SCALE DRAWINGS 2 3 4 5 6 7 LUESTONE CHIMNEY CAP BLUESTONE CHIMNEY CAP 41 F5 F1 F1 F4 1. BASE BID: ROOF TO BE PRESSURE A- 04 -401. -401. A-301 ROOF CONSTRUCTION' ROOF CONSTRUCnON., TREATED ALASKAN YELLOW CEDAR Z.C.C.SOLDERED FLAT SEAM ROO J,ARCH: 39'-4 3/4" ---------- --------- - - -- - - - - - - -Z7.C-.C-.-SeLtERED f bkT-SEAf+ROeF-- -- - - - - - ---- - - __T­C1V1L-51.02' ........... ........... -WALL CONSTRUCTION::­, ­ -­­­­*­:.......... SHINGLES. . ......................... ....................... ....... ......OVER METAL UNDERLAYMENT,OV R ............. ........ OVER METAL UNDERLAYMENT,OVER .................................. STONE-(TO BE DETERMINED)WITH HIGHEST ROOF RIDGE 3/4"PLYWOOD SHEATHING ............ .................. ................ .......... .......................... ........... 3 4 PLYWOOD SHEATHING .............. LAVANIZED METAL ADJUSTABLE.............. ........................ ................ ............................ 'TIES@ 2SFO.C.,STAGGERED,ALTERNATE: EPDM,OVER ICE& ALTERNATE: EPDM,OVER ICE& TYPICAL f ............ .......... ............ ...........WATER SHIELD,OVER 3/4"PLYWO DD .......... .. .......................... . ............. ............ WATER SHIELD,OVER 3/4"PLYWOOD ROOF CONSTRUMON! ALTERNATE: ROOF TO BE PRESSURE ................. .................................................. . ... ........SHEATHING ...... SHEATHING PRESSURE TREATED ALASKAN .................. .............. ROOF CONSTRUCTIOW............ ............................. ............. ...... ....I............................. ........... .... ......... YELLOW CEDAR SHINGLES,OVER ICE TREATED RED CEDAR SHINGLES. Z.C.C.SOLDERED FLAT SEAM ROOF, ......................................................................... ..................... ...... MIN.AT ALL BLUESTONE CHIMNEY CAP 7�n OVER METAL UNDERLAYMENT,OVER z WATER SHIELD(3 Z.C.C. DRIP EDGE C.C. DRIP EDGE ....... -3/4"PLYWOOD SHEATHING EAVES&VALLEYS),OVER 30# ........... ............. ..................... ........ ...... SATURATED BUILDING FELT,OVER PLYWOOD SHEATHING ------ .. ........... ... ......... 3/4' WALL CONSTRUCTIONE ........ -Z.C.C. FLASHING TYPICAL .....................................-(TO BE DETERMINED)WITH f ::�� ".-_--_Z.C.C. FLASHING,TYPICAL STONE ... ...... ........ ........... .......... . .:::__ .......................... .................... ................... ....................GLAVANIZED METAL ADJUSTABLE .. ...........___---: .'I , _­­­___-...........- = . i..................................... ........... ............................... .................................... ................----------i : : ...... ................. .......... 2. BASE BID: ALL FLAT ROOFS TO BE TIES @ 2 SF O.C.,STAGGERED, I ........... ....... ...... ........................ ------- ............ ..................... ................ ........ ...... TYPICAL ................... Z.C.C. SOLDERED FLAT SEAM ROOF. .................. ......................... ...... ............ ............... 1 3/8" oL ARCH: 30'- ... . ...... .................................. .............. CIVIL:41.74' ................................. .... ........... . .............................. ............ ........................ - -­­-­ MIDPOINT OF ROOF .......... ----------- ......................... ........... ............................... ALTERNATE: ALL FLAT ROOFS . ........... ...................... ................ .......... . ...................__1 .............................. ..................... ........ ................................ ....... ........... .................................................... .. ...................--­-- . ......... (EXCLUDING ROOF OVER MAIN .......................... ............. STAIR) TO BE EDPM. ............. ............ ........... .......... T.................- ........................... .. .................. .............. ......... ............ .......................................... ................ .................... ............................ ........... ;o ------- ............. ..............±H +H ±. . . ....... --- .... ............. ........... ..................................... ................................. cn Y ROUND LEADER-Z.C.C. _.�.-BUILT-IN YANKEE GUTTER WITH.............. ........................... ...... ............11 I "U-1 -TO FIT WITHIN 1AUL]ROOF CONSTRUCTIONm 311 Z.C.C. FLASHING ............ ........BUILT-IN YANKEE GUTTER WITH 313 ...............------ UM 315 316JI71 PRESSURE TREATED ALASKAN --ONE:COURSE OF SHINGLES............. ............. .....Z.C.C.FLASHING-TO FIT WITHIN I I - - ___ -YELLOW CEDAR SHINGLES,OVER ICE .......... �7 ONE COURSE OF SHINGLES ---- -- ------ -ROOF .............- - 3"ROUND LEADER-Z.C.C. - 3. BASE BID: SHINGLE WALLS TO BE PR &WATER SHIELD(T MIN.AT ALL -DRAIN...................... ............ ------ 7== ---............... ....... ---------YE EAVES&VALLEYS),OVER 30# .............. ROVIDE OVERF�(YiF --------------- ......... ........... ARCH: 22'-2 1/4" ------ -------- CIVIL:33.81' --- - - - - - - - - -- - - - - - - - - - - - -- ALASKAN YELLOW CEDAR SHINGLES. & ....... - ----------- ---........................ ------ ........... ...........EA -------SATURATED BUILDING FELT,OVER 3/4"PLYWOOD SHEATHING ..........- ............ ............. T.O.ATTIC SUBFLOOR 4 -------SA ......... ...........3P bi H H H.......................... ................. .................................. ARCH: 20' .......... .. . ........ CIVIL:32.46' ...... .......... ......... . .................... RED EAVE HEIGHT ................ .................... .............................. ..... ....................... ...................... -ILL -ILI _IHL�........... ................... WALL CONSTRUCTIONE .. ........ ................ OVER 15#BUILDING PAPER,OVER ........ 241 243 L ONE COURSE OF SHINGLES 5/8"PLYWOOD I -IF-]= --]F-]F- :�,BU 233 234 L El . _­­ I L� 246 4. BASE BID: ALL GUTTERS AND ZA �: , 11 - I L :�L... :=- I BUILT-IN YANKEE GUTTER WITH ALASKAN YELLOW CEDAR SHINGLES, Z.C.C. FLASHING-TO FIT WITHIN -12- H23PuH-i HHi :1 :IEE- :]�] 3i, -HH"I - ,. ....... LEADERS TO BE Z.C.C. O� 3"ROUND LEADER-Z.C.C. .....................__ LCONY DRAIN:3 12 ........ 3"DIAMETER VERTICAL DRAIN PIPE 3" DIAMETER VERTICAL DRAIN PIPE 90 ........ .......... ONCEALED IN COLUMN BELOW;TO ONCEALED IN COLUMN BELOW;TO TTERS AND ARCH: IT-1 1/2",;� BE CONNECTED TO STORM WATER BE CONNECTED TO STORM WATER ALTERNATE: ALL GU CIVIL:23.75'1' -MANAGEMENT SYSTEM -- - - - - - - - - - - - -- - - - - - - - -- MANAGEMENT SYSTEM - - - - - - - - - - - - - - - LARCH: 1 V-7 1/81, 'r CIVIL:23.22' T.O.2ND SUBFLOOR AT GARAGE T.O.2ND SUBFLOOR LEADERS TO BE GALVALUM. I123.................. . ... .......... ]Ell ��i En I WALL CONSTRUCTIONo WALL CONSTRUCrION: ALASKAN YELLOW CEDAR SHINGLES, ............ PAINTED BOARD AND BATTEN,OVER OVER 15# BUILDING PAPER,OVER -ILILIL 15#BUILDING PAPER,OVER 5/8" AL 5/8"PLYWOOD PLYWOOD 0% .............5/1 ... ...........WALL CONSTRUCTIONi WALL CONSTRUCTION: STONE-(TO BE DETERMINED)WITH STONE-(TO BE DETERMINED)WITH A GLAVANIZED METAL ADJUSTABLE -----GLAVANIZED METAL ADJUSTABLE ST TIES @ 2 SF O.C.,STAGGERED, 132] TIES @ 2 SF O.C.,STAGGERED, GL TYPICAL TYPICAL Tl� n131 P__-Ty �27 1 1 1 1 (12� L29 X IL J .. ...............IARCH: 0" CIVIL:11.63' ARCH: -l'-O" T.O.1ST SUBFLOOR AGE SLAB T.O.GAP <CIVIL: 10. 3' H: -T-311 -CIVIL-9 38' X T_< E ISTING AVERAGE GRA X BLUESTONE PATIO AND STEPS OVER PATIO AND STEPS OVER MORTAR OVER CONCRETE SLAB VER CONCRETE SLAB X BL 00 /y /7 _?7 CIVIL:5.88- T.O.CRAWL SPACE SLAB X -7 /> X '/Al\ARCH: 4-0", IN CIVIL'2 63'y IE"B/ Y, x,SOUTH ELEVATION SCALE: 1/4" V-011 C100 BLUESTONE CHIMNEY CAP F5 4I45 41 C1 F1 C1 3 6F 1 F2 A-301 2 LINE OF ROOF BEYOND IF oL ARCH: 39'-4 3/4" - - - - - - - - - - - - - - - - - - - - - - - - - -- CIVIL:51.02' IWALL C NSTRUCT STONE-(TO BE DETERMINED)WITH HIGHEST ROOF RIDGE LAVANIZED METAL ADJUSTABLE ----------- TIES @ 2 SF O.C.,STAGGERED, r TYPICAL ROOF CONSTRUCTIOM PRESSURE TREATED ALASKAN C.C. FLASHING,TYPICAL YELLOW CEDAR SHINGLES,OVER ICE -&WATER SHIELD(T MIN.AT ALL EAVES&VALLEYS),OVER 30# SATURATED BUILDING FELT,OVER ................ ......--­­ 3/4"PLYWOOD SHEATHING ..... ........ . .............. ....................... .......... .................... ............7- . �7- __ ............00 . ... ............. .................................... ARC ............... ............ ............................. ........ ......................................................................................... ........... oL ARCH: 30'-1 A .. ............... ...... ................... - - - - -- - - - - - - - - 3/8" 0 N ....... CIVIL:41.74'........... .... ............ .......... .................N . ...... ............ .................. ...... .................. ....... ................... MIDPOINT OF ROOF........... ........ .......... ...........7777:.........ca ............ ........ . ......... ............. .......... ............. ......................U ........... ................................ .......... -Z ....... ............................................00 �1, ,...... ---- --- .................... ...................... ........... ................ ........... ........ ., �&�.�::�::::::-,-*- ,*-��-,-6.--��..�..�... _­ I ............... . ........ 7- =7777-.. ...........___ ................ =BUILT-IN YANKEE GUTTER WITH......... ....... ........ ............... Z.C.C. FLASHING-TO FIT WITHIN ROOF CONSTRUMON' .............CA U PRESSURE TREATED ALASKAN -------------IL......... 'COURSE OF SHINGLES �31��O ...............YELLOW CEDAR SHINGLES,OVER ICE ....... .... ...... PERMIT SET - AMENDED Y ROUND LEADER-Z.C.C. /6\ 7/2/2020 &WATER SHIELD(3-MIN.AT ALL --------- - -----............ .... ....... ....... ....................U EAVES&VALLEYS),OVER 30# - -- - - - - - - - - -- 6/8/2020 T CIVIL:33.81' PERMIT SET SATURATED BUILDING FELT,OVER ......... ....... .....................---------- cli I............ ........... ....................U 3/4"PLYWOOD SHEATHING ...................A- .- - _. ..................... -- -___--_-_ I I .. ............... ....... T.O.ATTIC SUBFLOOR 1/13/2020 (INCLUDES REV. -------------.................. - - - - - - - - - - - - - CONTRACT SET ...... *.-***6...... .......... BUBBLES) H H P H H H H REV 4-VARIOUS REVISIONS(SITE-2,SITE-5,SITE-6,................---­-------- O.. .................... .......... ARCH: 20'-1 1/13/2020 SITE-7,A-100,A-101,A-102,A-103,A-104,A-201,A-202,) ..........-------------- ........... CIVIL:32.46' 203,A-204,A-301,A-302,A-303,A-304,A-401.1,A-401.3,, .. . ........... EU.......... ...... A-801,A-802,A-803,S100,S-1 0 1,S-1 02,S-1 03,S-1 05,S-2, ................... E-101,E-102,E-103) C1 ............. WALL CONSTRUMONE ................ REV.3:POOL FENCE,GUTTERS,ADDITIONAL NOTES ALASKAN YELLOW CEDAR SHINGLES, 12" /3\ 10/16/2019 ............ ........... OVER 15#BUILDING PAPER,OVER (F03,A-1 04,A-20 1,A-202,A-203,A-204,A-30 1,A-301,A- 231 232 CY ................ 228 303,A-304,A-305,A-401.1,A-401.2,A-401.3,A-401.1,A- EH 7­zz� - -, E229 5/8"PLYWOOD 22 222 223 227 254 I &..&&&.--. - - �............. 402.1,A-402.2,A402.3,A-402.4,A402.5) r�............N ..........-.......... 219 - 220 ! !N- - . .......... ..................... ......... ........ ...... - ------ ... 09/20/201 ct 12" 9 BID SET .......... ......... ..................to bE.............. - ------- .......... ........ ........... .......... . .......................... ..........6..........ARCH: 12'-1 1/2" co EDAR LATTICE DATE ISSUED FOR ..................... ......* _:__­­­7�.... ................. --------- .... ....CIVIL:23.75"( - - - - - - ARCH: 1 V-7 1/8' T.O.2ND SUBFLOOR AT GARAGE ....... . .......... CIVIL:23.22'T.O.2ND SUBFLOOR 00 us in a erson iss on 00 apid 121 122---.3"ROUND LEADER Z.�C Architects ............... .................. .................. ........... ...... ........WALL CONSTRUCTIONi ................... .................... ............. ............... 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)2554031,fia(203)254-13)0 ALASKAN YELLOW CEDAR SHINGLES, I 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-660 OVER15#BUILDING PAPER,OVER .......................... ............ .......... ........... .................... .......... ........ ......... ............. . .......... ................5/8"PLYWOOD ......................... ............. -L ............ ........... ............... ....................... ....................................... . .......0 ........... ...... ............... . .... ................ ....... . . ......P4 .................... TIE........... --------------WALL CONSTRUCTION WALL CONST UCrION: CAGNAZZI RESIDENCE STONE-(TO BE DETERMINED)WITH STONE-(TO BE DETERMINED)WITH 12700 NEW SUFFOLK AVENUE, CUTCHOGUE,NEW YORK, 11935 GLAVANIZED METAL ADJUSTABLE ------GLAVANIZED METAL ADJUSTABLE TIES @ 2 SF O.C.,STAGGERED, .......... ....... .......... ............... I ......... ....... TIES @ 2 SF O.C.,STAGGERED, ........................... ............... ...................... ...............TYPICAL ............... ...... ............ .. .. ........... ... . ............. ............. TYPICAL Drawing Title: .. .......... ........... ...... ............. ......... ............. .............. ................... ...... ........... SOUTH & WEST ELEVATION 11r, ...... IJ,ARCH: O" L CIVIL: 11.63' Project No.: Project Manager: TS Drawing No: ARCH:-V-0",L T.O.1ST SUBFLO R- --- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - 0 IIC14 CIVIL:10.63'Y 18014 Team: DK, CB T.O.GARAGE SLAB, ARCH: -2'-y Z.,, -202 T CIVIL:9.38' EXIS77NG AVERAGE GRADE_z.- __/L I \BLUESTONE PATIO AND STEPS OVER Issued on 7/2/2020 for z X �_/�L ,, _/.�MORTAR OVER CONCRETE SLAB 7, 77 PERMIT SET OWNERSHIP AND CONDITIONS OFUqE_' -CIVIL-5.88-- - - - - - DRAWINGS AND AS INSTRUMENTS OF PROFESSIONAL SERVICE�ARE AND SHALL REMAI T.O.CRAWL SPACE SLAB ---_' DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHE THE PROPERTY I OF T!J§OR B rHER PARTIESTHAN THOSE AUTHORIZED BY CONTRACT WITIMUT TU PROJECTSORP JHE USE OF THIS DOCUMENT IS CONTINGEN SPECIFIC WF1'fTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITEC UPON PAIAITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES AN E ICT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITEc r ii CIVIL VE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES,OR DELAY ARCI .6'NG WITHIN TEN 0 0)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPoN RECEIM (NCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON PAYMENT CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BI WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFOR] X PROCEEDING. WEST ELEVATION THIS DRAWING IS COPYRIGHT. F1 1-011 "00 'tOVR r F1 11� SCALE: 1/4" I NOTE: DO NOT SCALE DRAWINGS 1 2 3 4 5 6 7 --- - ---- ---� ALTERNATES: ;-� 1. BASE BID: ROOF TO BE PRESSURE TREATED ALASKAN YELLOW CEDAR ° - - - - - - - - - - - - - - ° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ° - - - - - - - - - - - - - - ® SHINGLES. - - - - - - - - - - -- - - - - - - - - - - - -- - - O - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - O - - - - - - - - - - - - - - _ _ _ _ _ ALTERNATE: ROOF TO BE PRESSURE I� _ __ _= - - - - - - - ------- TREATED RED CEDAR SHINGLES. _______- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ° I I 1 I - - - - - - - - - - - - - - ' I ' ' I i I I I I I I III I I III ' I I I I I I I I I III I I III 2. BASE BID: ALL FLAT ROOFS TO BE I I � I I I I A-203 I I I I III I I III Z.C.C. SOLDERED FLAT SEAM ROOF. I I 5 I I I III I I III ' I I I I I I I ' III I I III I l i i 129 A-203 6 i i 128 1 1 4 A-203 2 1 ALTERNATE: ALL FLAT ROOFS 7 1 3 i i i iii (EXCLUDING ROOF OVER MAIN 1 -_______77 __________rT_________ - ___-______77-___---___ ------ 1271 i'i STAIR` TO BE EDPM. .. ..... ,. ` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J V r---------------------------------------, I III FT 11 11125 ; i o I ail 3. BASE BID: SHINGLE WALLS TO BE _ I 1ST FLOOR ALASKAN YELLOW CEDAR SHINGLES. (�2 SCALE• 1/4" = V-0" A-203 8 I Z '< I II >, , ..>�•." I I I III 1 A-203 I 9 I WALL CONSTRUCTION: I I o C❑ , ALTERNATE. SHINGLE WALLS TO BE PAINTED5#BUIILD NG PA ER,0 ER 5/8" RED i I RED CEDAR SHINGLES. PLYWOOD " I I I'I • I ' � I III ' 4. BASE BID: ALL GUTTERS AND B 126 �, �_ I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ ti 132,' 131 I ' ° c - LEADERS TO BE Z.C.C. \ \, -- ❑❑ - F . : ,\ ♦ � \ v , \ . , . ✓ � �, . 7 ,. . ,\,?,.-J� x X x 0 / L JL = , ALTERNATE: ALL GUTTERS AND 1 LEADERS TO BE GALVALUM. - I I �l _T- _J_ 1 ❑7 125 WALL CONSTRUCTIM \ '❑]❑' PAINTED BOARD AND BATTEN,OVER 15# BUILDING PAPER,OVER 5/8'I � � ❑❑ PLYWOOD 10 LJ Ll127LE: L__ J� 128 129 130 :1]31 LL- L___J L� r �.. \Izz 11 1 1_71 ' 00 0 2 3 4 5 6 7 8 9 0 N O NI N N 03 ........................................._..................._........._..._.__........._.............. ._ ........._...... ............ . ....................._............_._.__....._............._ ...................................--...... _._._....... ...._......... _...... _........_....... cct 00 r -I I11 1 I I II r �__________________ �________________________ 1 -----------J I ' L_J I I L_J I I .. L._ I A-203 I I L-1 I I L I 1-JL_________________ rl Z -----I 11 ----� - - - - - - - - ------------------3 I ; I I 243,- 242 0241 I I i l � I 238 235 �` X234: 233 I ;239) 236) o x x n C� W - - - x I , I rn o y� I o M,. L o,s 0 .. N p ------ L SIJ Y. C) SCALE: 1/4" - 1' 0" X I I , , ; 03 m -... �. - �...._-_. ....._.. - __._ - .� -.._ -..-.__..._....-......_- ........-..._.- -__ -._.......__.... - - ---�..._ - . .. . _.._ .. .. - - _ I o, n . -. .. -........- .. .---......-.. ... _._._. _.._..... - -� - _ - - -._ - .. - ------ -- ------ - --- __-_ _.-..._ ___ I I I - opo N I ., -.. JL1L Q -.-- HL - - ......_...............__ _ --{ \ I d 7/2/2020 _ _ _ __ _ I 6 PERMIT SET AMENDED I ALL L- - J _ ----...._.. - L xo \ _..._..._. -^4- �.... �, \ _ __ _......_..__............. �..__... \ .----........_.. N � I I I I ; 6/8/2020 __ _ ❑ ❑ I PERMIT SET -....._..-.- - 232 - 239 241 243 _ I I I -- '.:- -� - ❑ - ❑/ - ❑ , -- _ _ ..._..........._. _..._.. - --- _ ❑ ❑ I L;, I 1/13/2020 CONTRACT SET �CBUBBLES)V.4 E - - I i 1 , I REV.4:VARIOUS REVISIONS (SITE-2,SITE-5,SITE-6, u .� ❑ A,- 3 ROUND 000 --_....._ L--_- - 4 1/13/2020 SITE-7,A-100,A-101,A-102,A-103 A-104 A-201 A-202 A- _� ., _... _-__-..,.__.... J....... .................. :............... ......._..I..:..........._..... ____... _........_.... _t... _......_.._.. _. _.. ;230 I , .. .... ......... - T v - 3 ROUND LEADER-Z.C.C. LEADER I 3 ROUND LEADER-Z.C.C. - - _._.............:........_......_........_...._..... . ....._......._.._..._....... I I L----, I ! 203 A-204 A- 1 - .. (� 230 - ' 233 ........_ .. .............. 235 _.. 3 ROUND LEADER Z.C.C. 30 ,A 302,A-303,A-304,A 401.1,A-401.3,A- .__:::r_: -� c. Z.C.C. _ _-.................. 238 _.......... 242 CFS T i - -. -._.._ ...._................_.-........... .. � I 401.4,A-402.1,A-402.3,A-404.1,A-600.1,A-600.2,A-6C0.3 - - - --- - - - -- - -- --- -- \ ' - - -- X - - I x III A-801,A-802,A-803,S100,S-101,S-102,S-103,S-105,S-2, -- -� _ 0 1 � �� T T T 10/16/2019 REV.3:POOL FENCE,GUTTERS,ADDITIONAL NOTES *74 Q� A (F03,A-104,A-201,A 202,A 203,A 204,A 301,A 302,A `-' 303,A-304,A-305,A-401.1,A-401.2,A-401.3,A-401.4,A- IN - IN 10 11 402.1,A-402.2,A-402.3,A-402.4,A-402.5) 1 m 09/20/2019 BID SET IM4 - DATE ISSUED FOR opo - -R-_ _-_--- ---------- ------------ - - - - --- - _ M mm Austin Patterson Disston O00 _ 14 A-203 12 [a� Y'C�'l l teCS v N 31413` 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)25540:1,fi (L03)254-1390 O -❑❑ ____-_ _ - - - - - - - - 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)6=3-6605 O - apdarchitects.com rw w V-4 CAGNAZZI RESIDENCE ATTIC 12700 NEW SUFFOLK AVENUE, CUTCHOGUE,NEW YORK, 11935 F4 SCALE: 1/411 = 1'-0" Drawing Title: In HIDDEN ELEVATIONS N o Project No.: Project Manager: TS Drawing No: N 18014 Team: DK, CB z A-203 zo Issued on: 7/2/2020 for F w Q H IT ET W z - -------�......�����'�� _.___...,. _____❑ �---�-�--- - OWNERSHIP AND CONDITIONS OF USE: _ _ ---- - DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN QI -- THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,N WHOLE OR IN PART,FOR OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIESTAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE • �•� LJUJi I _-,�_'j SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF HIS DOCUMENT IS CONTINGENT UPON PAYMENTTO HE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT THE- _ SPUTES ANY ��- _ ARCHITTECT''SITY TO STATEMENTS DOCUMENT OUSERVICES,EBY ANY AND IT S REQUIRED LL PARTIES IF THE AT HE OWNER ADVISE THE AIR ARCHITECT N C "y'"' IT ,_ � WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. I - THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS INCURRED N THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE 1 PROCEEDING. 12 13 14 THIS DRAWING IS COPYRIGHT. x NOTE: DO NOT SCALE DRAWINGS h I 1 2 1 3 1 4 1 5 1 6 1 7 ALTERNATES: I �< X X �6i ti- - - - I 1. BASE BID: ROOF TO BE PRESSURE - `---------------------------------- -I � TREATED ALASKAN YELLOW CEDAR M.; -------------------------------------- x SHINGLES. I I 3 L--- _ -- ----X X X ALTERNATE: ROOF TO BE PRESSURE --- 1 A-204 2 A-04 4 A 204 5 TREATED RED CEDAR SHINGLES. I (104; A I 2. BASE BID: ALL FLAT ROOFS TO BE A3(: 1ST FLOOR �� Z.C.C. SOLDERED FLAT SEAM ROOF. SCALE• 1/4 = 1 -0 - I I I I I � , ALTERNATE: ALL FLAT ROOFS --------- x (EXCLUDING ROOF OVER MAIN _- `N:; STAIR) TO BE EDPM. x X ` ----- i ' \ 3. BASE BID: SHINGLE WALLS TO BE X x ALASKAN YELLOW CEDAR SHINGLES. = . ; 1 A-204 2 A-204 4 A 204 5 ;...\ x;203:.............. . .._._ 207; ALTERNATE:- - --- TE: SHINGLE WALLS TO BE RED CEDAR SHINGLES. 4 . B3 2ND FLOOR SCALE: 1/4" = V-0" 4. BASE BID: ALL GUTTERS AND B . LEADERS TO BE Z.C.C. RI ��___._...._.. _....-... ; -._ ...._. ..._....-_._-_`__.:._......_... .-__._. - .. ......_ .-I .1.1_-..._... 411 -_ -.:-.. 'r{ .... ..._L ..-.........._._..-....--.....-..............._........_....-.....----...__..__-._.__. • -__- ._ __- -_ ALTERNATE. ALL GUTTERS AND .....,..�_......-,_-._. ... - -..... ---} LEADERS TO BE GALVALUM. _ _. . '7 IE BUILT-IN YANKEE GUTTER _._........... -_........... H I -"""-"" - .- -- BUILT-IN YANKEE GUTTER _..._......._....---- WITH Z.C.C. FLASHING-TO -" ----- `--" WITH Z.C.C. FLASHING-TO ................... ........ _ 7 FIT WITHIN ONE COURSE ­___ H - 11 _..._..-_..__.._...... , _...... .. ....._...FIT WITHIN ONE COURSE OF SHINGLES -_..._. ._.,..._... . \ � ­._ - 771 � I �1 11 . _ OF SHINGLES ._......_ - -- I . - �5"HALF ROUND 5"HALF ROUND 5"HALF ROUND 5"HALF ROUND 5"HALF ROUND 5"HALF ROUND -GUTTER-Z.C.C.---- . GUTTER-Z.C.C. = ---- GUTTER-Z.C.C. GUTTER-Z.C.C. -- GUTTER-Z.C.C. --GUTTER-Z.C.C. ' - -__...._... 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' =_ = _ - _ - - - ,� - x x x �I� SOFFIT ABOVE -_ _ w= __ - _._ � - .f" ' O -- - - -- _ --- - - - HOOKS -_ _ -_ _ _ - - - I o __ - ___-_--_---7------------------",---._,' O� x :107; '' 210 -BENCH - - - - _ : =_ -_ ---- - ----- _- --- - 1 � .. -- -. .-___� -- ---:` - - - - - SHELF _ --- --- -- ---- --- _- -- - --- - - .. _ _ __�_ , __,_:. _ cV 6 6 - --- -- _.._._-------"----._ �_..._. - -- --- 'A� I ;�q - =- -- --_ - -_---- - =' _ _ "-- _. L JL JL - - - - - - - _--___ -------- . N 5 A-204 X , _ 5 A-204 r r _._.._---- -- '- _ - _.._. :_._-____ __- ---._---.--_- ___ _ --_-- - - _�-____ _-:____-_____- __ �L JL J __ _-_- - ___ - _ --_- -- - - - - - - - - - __- -/_�:- _ - - F 1F i - - - - - - _ -" ---. .-._--- --- r `T - - - - -- 1 z• Ln - - ---- -_= - 2 3 4 5 6 7 INSULATION R-YALUESe [ON TYPES: BLUESTONE CHIMNEY CAP ROOF RAFTERS CEILING R-49 BLUESTONE CHIMNEY CAP CLOSED CELL WALL CONSTRUCTION: (2)ECO-STEEL CATHEDRAL CEILING R-30(500SF OR 20%)FLOORS @ UNCOND. R-30 STONE-(TO BE DETERMINED)WITH CHIMNEY CAP WALL CONSTRUCTION8 OPEN CELL (TO BE DETERMINED)WITH -20 411i� C) " . EXTERIOR WALLS R GLAVANIZED METAL ADJUSTABLE STONE A- KITCHEN RANGE F1 (2)ECO-STEEL LAVANIZED METAL ADJUSTABLE F4 TIES @ 2 SF O.C.,STAGGERED, ----_EXHAUST A-301 -19 CAVITY) ITYPICAL CHIMNEY PIPE TIES @ 2 SF O.C.,STAGGERED, A-301 (INTERIOR APPLIED) (111 SLAB,2FT BELOW GRADE R-10 TYPICAL BATT - - -- --- - - - - - - - - - - - - - - - - - - - - - OL 39'-4 3/4" ....................... NEW WINDOWS INSULATED GLASS ROOF CONSRUCTIONm ...................... ........... ­­_,�..............- HIGHEST ROOF RIDGE ........... .......... ..... ROOF CONSTRUCEIDNI Z.C.C.SOLDERED FLAT SEAM ROOF, .......... ..................... .......... ................. .... .................................. ................................... ................... ..................... ......................................... ................... .............OVER METAL UNDERLAYMENT,OVER ..................... .................................... .................. ..................... ............ .......................................... Z.C.C.SOLDERED FLAT SEAM ROOF, INSULATION FOR TYPICAL ZONES4 .................. ............ .......... OVER METAL UNDERLAYMENT,OVER 3/4"PLYWOOD SHEATHING ... .................. CLOSED CELL FOLLOWED BY FULL DEPTH SPRAY APPLIED OPEN CELL; FOR 2x10 IIROOF CONSTRUCTIOM ALTERNATER EPDM,OVER ICE&WATER IALTERNATE@ EPDM,OVER ICE&WATER f �y ISHIELD,OVER 3/4"PLYWOOD PRESSURE TREATED ALASKAN P FRAMING, PROVIDE 7' SPRAY APPLIED CLOSED CELL FOLLOWED BY FULL DEPTH BLUESTONE CHIMNEY CA SHIELD,OVER 3/4"PLYWOOD SHEATHING :t: YELLOW CEDAR SHINGLES,OVER ICE SPRAY APPLIED OPEN CELL A SHEATHING I &WATER SHIELD(3-MIN.AT ALL WALL CONSTRUCTION C CATHEDRAL CEILINGS DORMERS:CAN BE REDUCED TO R-30 FOR 500SF OR 20% SATURATED BUILDING FELT,OVER f EAVES&VALLEYS),OVER 30# STONE-(TO BE DETERMINED)WI TH OF THE TOTAL CEILING,WHICHEVER IS LESS WHEN THERE IS NOT SUFFICIENT 3/4"PLYWOOD SHEATHING SPACE TO MEET R-49; FULL DEPTH SPRAY APPLIED CLOSED CELL GLAVANIZED METAL ADJUSTABLE TIES @ 2 SF O.C.,STAGGERED, ]AITY TYPICAL FLOORS ABOVE UNCONDITIONED SPACE,SINGLE PASS WITH SPRAY APPLIED A, `-2")FOLLOWED BY FULL DEPTH SPRAY APPLIED OPEN CELL L CLOSED CELL(1 1/2' Y( OR BATT INSULATION ..........------ F.................. ----------------­--------............. .............. EXTERIOR 2x4 WALLS: FULL DEPTH SPRAY APPLIED CLOSED CELL . .......... I................. ................. ........... .................------------------------ ..........I ......................... ............................... ..................................------- .... . ................................................................................... ....... ................................... ...... EXTERIOR 2x6 WALLS: SINGLE PASS WITH SPRAY APPLIED CLOSED CELL(1 1/2"- ............ ...... ............ 2")FOLLOWED BY FULL DEPTH BATT INSULATION OR FULL DEPTH SPRAY APPLIED ................ ................... C) ............. -----------------.. ......................... ............. ...................................... ............................. ............................................................ .......... .......... .................. ­-........................................ ------------- ............. .................... ..................I ..........LIP.................................. ................... ........... ....................... INTERIOR WALLS: 3"SAFE'N'SOUND STONE WOOL FIRE AND SOUNDPROOFING ............................. ................ INSULATION AS MANUFACTURED BY ROXUL,INC. C'J ........ ....... rq I ...................................... ...................... ..................... --­--­---- ......................STORAGE. .. ........... INTERIOR FLOORS: 6"SAFE'N'SOUND STONE WOOL FIRE AND SOUNDPROOFING BUILT-IN YANKEE GUTTER WITH 301............. ................... ...........FLkSHING-TO FIT WITHIN ............ INSULATION AS MANUFACTURED BY ROXUL,INC................................................. .......... ........... ......................-----­----................... ............ I:::.ONE COURSE OF SHINGLES I .......... ................................ ......................... 7- EXTERIOR BASEMENTICRAWLSPACE WALLS: 3"RIGID FULL LENGTH OF WALL OR ....................... ................ ........................................ .............. ................................................................................................... .................---------­----- ............................................... .................... I......... .................... ..................................... f ............................... FULL DEPTH SPRAY APPLIED CLOSED CELL ......... ............................. ................................... --------............ ................ .. . .......... ........... OL 22'-2 1 4"........................_--- - ! - -�� - - - - - - - - ........... T.O.ATIC SUBFLOOR UNDER BASEMENT SLAB:IN HABITABLE SPACES OR HEATED GARAGE AREA APPLY 2 ............ ............ ........... 71 T-A .................. .............. ........................ .................................... .. .......... .............................. 1/2"CLOSED CELL UNDER ENTIRE SLAB AND WRAPPED UP INTERIOR OF WALLS 1`- .......... ........................................ ........ 2'OR APPROVED EQUIVALENT WITH 3"RIGID INSULATION ..... ....... .......... ____�DOUBLE WALL- SEE................................................................ -------- ACOUSTIC DETAILS-::PAINTED TO:N UE AND GROOVE ........... ........... %D SOFFIT I +PAINTED TONGUE AND GROOVE I...... ............. ..................... INSULATION N .... ........................................ SOFFIT ............ WALL CONSTRUCTION I.............. INGLES,--ALASKAN YELLOW CEDAR SHI 1. FILL ALL VOIDS OF INSULATION ZONE,TYPICAL. WALL CONSTRUCTrON: ................. .......... ....... 2.SEE SPECIFICATIONS FOR SPECIAL CONDITIONS. OVER 15*BUILDING PAPER,OVER ALASKAN YELLOW CEDAR SHINGLES,...... ............... 3.WHERE NECESSARY TO ACHIEVE REQUIRED R-VALUES,INCREASE DEPTH OF B ................................. .............. PL"VOOD BEDROOM BEDROOM OVER 15# BUILDING PAPER,OVER ........... ............... 5/8"PLYWOOD ........ .,COMMON ROOM MASTER BEDROOM CLOSED CELL INSULATION............. ........... I............. .......... 4.THIS INFORMATION MEETS CODE FOR IBC 2015 AND IRC 2015............. ...................................... -------............. . .......................................... ............. ..................II ............ 212 209 202 04 I.......... .............. ............................... -------...........7.......... ..........--------.......... --------- .. ................................................... R I/2" .............12'-1 1 --------------. .......... ---- -- R 8'... ............................... ........................... .......... ............. --------- ....... - - !I ............................. .............T.O.2ND SUBFLOOR AT GARAGE Y .............. I----------------- --------------------------- ............ ----------- ............ ..................... ALTERNATES: -7 1/8'T.O.2ND SUBFLOOR �x X X, .................................................................... ............... =JL� T. ............. ------- ...... .............. -------....................................... .......... ....... .............. .......... 1. BASE BID: ROOF TO BE PRESSURE T 7 II...... ....... ItIP TONGUE AND GROOVE ......... ................... ............. . ..... ............. ........................... ................... ITREATED ALASKAN YELLOW CEDAR ............. ..................... ............. ......................- ------ .......................... ........... J�_ L =SOFFIT ....................tPAINTED TONGUE AND ..........CEILING I y . ...... SHINGLES.IPAINTED SPACED BOARD -�FAIN I ED SPACED BOARD CEILING GROOVE SOFFIT ----------�.fl I ........ -------IINSTRUCTION'I ............... - I +*'+*'**T .......................5/4"X 4"IPE DECKING -SCREENED PORCH: 1 J WALL C1 I -PAINTED BOARD AND BATTEN,OVER ALTERNATE: ROOF TO BE PRESSURE ............ II------------OVER CONCEALED I117 C) 15# BUILDING PAPER,OVER 5/8" I. ............................ -D ISLEEPERS&EPDM INING LIVING IPILT WOOD TREATED RED CEDAR SHINGLES. IITENER WALL CONSTRUCTION: -ROOFING W/FAS S go I108............ ISTONE-(TO BE DETERMINED)WITH I ........... 107 I4�::�:PAINTED BOARD AND .................. NSTRUCEIONm WALL GLAVANIZED METAL ADJUSTABLE .......... .......... ......................ITERMINED)WITH BATTEN,OVER 15# I ........... ------------------------- BE DE ................ . ........ ........... ...... It................ ttMETAL ADJUSTABLE IITYPICAL ITIES @ 2 SF O.C.,STAGGERED, BLUESTONE PATIO AND ERIN 48"WILDING PAPER,OVER tO.C.,STAGGERED, /8"PLYWOOD OVER CONCR MAGNUM(G AS)IETE SLAB II .......... II.......................................... .............. I ... ............... 2. BASE BID: ALL FLAT ROOFS TO BE .................. Iif: I il __ .......................... 3TEPS OVER MORTAR L! .................... ....................-------------------------------------- t.................... ................ it------------- ........ ..........ARCH: -V oil - - - - - - - - - ------------------------ OL ARCH: 0" Z.C.C. SOLDERED FLAT SEAM ROOF. !L 'rCIVIL:11.63'CIVIL:10 6T-,t 111, �E..................................................... ............... .............. .......... .. ........................ .......... .................... .............. .......... ...............T.O.GARAGE S1 ............ .......... ............................ ............------ T.O.1STSUBFLOOR ARCH: -2'-3" ALTERNATE: ALL FLAT ROOFS 'r CIVIL:9.38' C RA EXISTING AVE G! E GRADE CRAWL SPACE (EXCLUDING ROOF OVER MAIN JESTONE PATIO AND STEPS OVER /MORTAR OVER CONCRETE SLAB STAIR) TO BE EDPM. IX 3. BASE BID: SHINGLE WALLS TO BE>/EW SECTION AT MAIN RIDGE C1 ALASKAN YELLOW CEDAR SHINGLES. SCALE: 1/4" ALTERNATE: SHINGLE WALLS TO BE RED CEDAR SHINGLES. ............ ...................................................................�===. ..... ... .... r i . .................... ....................... .................... ........... .................................... ............................. ................................. ............................................................ I.. ........... ........... ................................F1 4. BASE BID: ALL GUTTERS AND C1 C1 C5 F1 A-302 1 A-301 C1 F1 A-302 A-304 A- 02 A 30 C1 C5 -30 i -401.3 ...... A- 02 39'-4 3/4' A 04 LEADERS TO BE Z.C.C. - - - - - - - - - ----- --- - - - - - - - - - - - - -- - -- ROOF CONSTRUCTIOW HIGHEST ROOF RIDGE WALL CONSTRUCTION PRESSURE TREATED ALASKAN -------STONE-(TO BE DETERMINED)WITH YELLOW CEDAR SHINGLES,OVER ICE _:......GLAVAINIZED METAL ADJUSTABLE ........MIN.AT ALL WATER SHIELD(3 ITIES @ 2 SF O.C.,STAGGERED, ALTERNATE: ALL GUTTERS AND EAVES&VALLEYS),OVER 30#TYPICAL 'RATED BUILDING FELT,OVER SATU LEADERS TO BE GALVALUM. 3/4"PLYWOOD SHEATHING ROOF CONSTRUCTION ROOF C IONG Z.C.C.SOLDERED FLAT SEAM ROOF, Z.C.C.SOLDERED FLAT SEAM ROOF, D OVERMETAL UNDERLAYMENT,OVER OVER METAL UNDERLAYMENT,OVER 3/4"PLYWOOD SHEATHING 3/4"PLYWOOD SHEATHING----------------............................. 4 1 � , j)1f7_\ - - � �*.=- � __ . i / .. __ .................... .........C\1 ----------- :__-. ................-*= _:� : �::-........... .......................... ........... ............. ...... ............................ ..................... ............ ................... ............................................................. ......... .......................... ............................................ .................................. ....... ................................... ............ . ............................ ........ ....................................... ........... ........... ...................... ................................. ........................ .................. ........- F3 ............... ... ............ ................................ ............... ---- -N ........ ........... .......... .............................. ................ ..................... ............ ................... ................................. ------ ..........-N ....... .. ...........------------ ............ ......... ............... ----- -- ---------....... 7-777=--. ---------- ............................ ................ ............. .......... ................ ...........................03 ................ ............ ............................ ...... ........................... ........... ............................................................... ...... ......................... ...... --------- ............................ ..................... ............. ..................... ...........----------- ............. ........ ............... .................--­­-- �7--.............. ...................... ............ ................. ................................. ------ ... ... ................ ............................................ .......... ................ YA.'l 2 S . ........................ --------------............. ---------- . .................. ......... .......... ....... ................ ................ ............ .................. ...... .............................................................. ...........---------......... ...............--- .. ............ . .......... .......... ......... ....... .............. .......... . ..... . ............................ .......... ............ ............ _­.............................. .......... . ............... ............ ....... .................... L U ......................................................... ........... .......... . ..................................................... ----------......................... .............................. .... ........------ ........ .............................. ................... ................. .............. ... ........: i .-- - ­­.-........... ....................... ...... ..... ------ .......... ........... ........ ........... ................................................................................................. .......... ----.... .............. *...........29'-7 -------- . ..... ... ................................ .... .......... .................... ............... ..................................................... 3/4' .................................... .............. ........- 0 ............. ..........----------- ---------- ........... .................. ... . .......... .................... ............................. ............ T.O.ROOFRIDGFY.................. ....................--_--_-- ................. ........................................ ............. ...........................................................I ............................. ................. .......... ............ --------- ............................... ....................................................... ................................. .... ............ ............... ............00 4�....................... .......... ......... .........-------- ....... ................................__4 ...................... ............ . ....... .......... ..................................WALL CONSTRUCTION, ................. ...... .............. .......... ............... ...... ..................... .......... .................................. ................................................................................................................................................................................................. .......... .......... ............ ................................ ................... ........................... ................... .............................. ------ ..................ALASKAN YELLOW CEDAR SHINGLES, II ................... ----- ...... ........................... ........... .....................-... ......... --------------­---- .............................. .................................. \ i .1 OVER 15#BUILDING PAPER,OVER :_T1 I ......... ..................................... ........... ......................... ---------- ............... .................. ...........5/8"PLYWOOD STORAGE ;:� \ , , ­_­ - __ __ __ -_­___ - -*** '* -CONSTRUCTION@ ....................... . ..... .......... .......... ............... ........................... ----­­---............ 7--77PRESSURE TREATED ALASKAN .. ......... ...............................................................301 -------- ........... . ........... ............................. ............ ...... ........................ ------...........................................U .......... YELLOW CEDAR SHINGLES,OVER ICE ........... .................... ........... ............ ............. ------- 000,- ------ WATER SHIELD(T MIN.AT ALL-IN YANKEE GUTTER WITH ........... ..................... ..........BUILT &................... ............... ................. .......... .... .... ........... ........................--------_ ................... ................. ........................... --­-.......................... .. ....... ............I .......... ................. ............. ........................................ .............. ............... ............ ........... .............I ISATURATED BUILDING FELT,OVER .............................. ........................................ .................. ........................................... ------------...................U Z.C.C.FLASHING TO FIT WITHIN ........ ......04 ONE COURSE OF SHINGLES .....-----­-­-_­___ ... ........ :EAVES&VALLEYS),OVER 30#_1� I .................. .................. ... .....................------ ............ PERMIT SET 6/9/2020 FX y i =-3/4"PLYWOOD SHEATHING ............ - i I l,!r ........................................ ------2'-2 1/4 ............... ..............................2 ......... ................................. ......T.O. I IRFLOOR 2 SLOPE . ........ ........------- 22'-2 1/4" ...................... I .......... ........ ................-------- .. ................ (INCLUDES REV.4 ............... ............\k:Y\ -------- ............. CANTILEVERED BEAMS TO SUPP6RT 1/13/2020 CONTRACTSET ------ BUBBLES) ................ -------- ................................. OR'------ EE STRUCTURAL ........................... ----------------- ............ .......... ....................................................... ............................. ................................ ........... ... ......... REV.4:VARIOUS REVISIONS(SITE-2,SITE-5,SITE-6, , ­ - , , i; 1'� .............. ...............I ................... . .......... .......... ............................... ................. ................................................ .............. PLANS .......... .............. 1/13/2020 -7,A-100,A-101,A-102,A-103,A-104,A-201,A-202,A- .............................. ............... ................ SITE .......... ......................... ................................................................... .................. ................................................. ..................... ....... ........................................ -204,A-301,A-302,A-303,A-304,A-401.1,A-401.3,A- ................. ...................... 203,A ........... ...... ........................ ......PAINTED TONGUE AND GROOVE 401.4,A-402.1,A-402.3,A404.1,A-600.1,A-600.2,A-600.3, ................I ................... I =................ ...........PAINTED TONGUE AND GROOVE ............ A-80 1,A-802,A-803,S I 00,S-I 0 1,S-1 02,S-103,S-1 05,S-2, ----------- 11............IE-103) IIE-101,E-102, I............ .................SOFFIT ........... --------.......................... REV.3:POOL FENCE,GUTTERS,ADDITIONAL NOTES ..........i ............................. I---------- 7.__.__ ____-7_.... _....__....... ............ ........................ ................... .................... ................ 10/16/2019 ................. ................... .................................... ............ 3 (FO3,A-1 04,A-20 1,A-202,A-203,A-204,A-30 1,A-302,A- ........................... ...... ........... ---------------------- _+�.....CONCEALED SLEEPERS&EPDM ...........................5/4"X 4"IPE DECKING OVER .................. A ...................... 7.................................... 1 : !................... ! ^! 1 I! 303,A-304,A-305,A-401.1,A401.2,A-401.3,A-401.4,A ROOFING W/FASTENERS COMMON ROOM STAIR HALL . ............. ........... .................... ................ ........ 402.1,A-4 .................................. ...................... IIMASTER BATH 02.2,A402.3,A-402.4,A402.5) 202 ............ ................................. ........... ........... ............. ............... ........ ........LI .....................................201............ ............� I . i : i ........... ....................... ......................................... .................. ......... ............. I205................................. ------------... ........ . .. ...... ............... ................... . ............... ............... ........... I........... ................... 09/2 .................. . ....................................................... .......... 0/2019 BID SET ................................ ....................... .................................... ........................... ............... ........ .......... ..................... . ........................... ................-............ ................... .. . ............................... .................. .......... ............... ............. ................... DATE ISSUED FOR....................... ................................................................................ .................... ..... ...... ............ ............C3 .............. . ................................... ........................ ............ 77-.............................. ............................. ......................... ...................... :,:----------............................................................ .............. .......... ............. ................... ..................... ........................................ ...................................................... .......... .................................... . ......... R T-0............... ...... .....R '-07 ------- .. ............... ............... ............. .......... ------- R 7-0'......... .......................................................................................... .......:= 11'-7 1/8' ...... ... ........................... ............... ............. ........................ ................ ..... ..... ........... .. .............0 ...... ............. ..................... ...... ......................... . ......T.O.2ND SUBFLOOR ..................................... ........ ..................... ....... ---------- .......................................................... ..................................................... ............... .................-------U ...................... us in atterson iss on ................... ................... .......................FLOOR............................................... ....... ------..........ky 1 V-7 1/8" lapd.......... ....................................... ........................ ............................................................. .......... ........ Architects ............................. .......................... .............................................. ------------------------------I­F=a- I !,� 7, - i: : .............................. ------------I................................ .PAINTED TONGUE AND GROOVE ................. . ........ .......... .................. ............................ ............ 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)2554031,fax(203)254-1390 ISOFFIT ................................................................................................ ..... .............711i I ...................................... 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 ---WALL CONSTRUCTIONe ............................ -------- ---------............................. ................. Iapdarchitects.com ---STRUCrION! I�- ALASKAN YELLOW CEDAR SHINGLES,PAINTED SPACED BOARD CEILING ALASKAN YELLOW CEDAR S IIINGLES,.............. .................. OVER 15# BUILDING PAPER,OVER OVER 15#BUILDING PAPER,UVtK I .................. - ------ --------- - 5/8"PLYWOOD I IBALCONY DRAIN: ! 5/8"PLYWOOD II ................................... ........................................... II? - ----------- I3"DIAMETER VERTICAL DRAIN PIPE ItI--------...........STAIR HALL CONCEALED IN COLUMN BELOW;TO I I I b CAGNAZZI RESIDENCE BE CONNECTED TO STORM WATER LIVING ............. --wALL coNsmucn6lic 12700 NEW SUFFOLK AVENUE,CUTCHOGUE,NEWYORK, 11 935 FAMILY ROOM WALL-CONSTRUCTION:107 106 IINE (TO BE DETERMINED)WITH -- ----STONE-(TO BE DETERMINED)WITH 105 .......... I...........41ZED METAL ADJUSTABLE GLAVANIZED METAL ADJUSTABLE ---------4 IDrawing Title: fI ............... I'TIES @ 2 SF O.C.,STAGGERED, I TIES @ 2 SF O.C.,STAGGERED,BLUESTONE PATIO AND STEPS OVER IItITYPICAL SECTIONS.......... TYPICAL MORTAR OVER CONCRETE SLAB III ............. j........... .... ...... ........ 11------------.....................................01, ................... i--------------.................... i i L .............. ....................... .............. ......................... I... ................. ..........kL , - - ProjectNo.: Projectmanager: TS Drawing No: ...................ARCH: ................CIVIL:11.63'1' . .........------------ ARCH: 0" ..........----------------------............. ............ 1.63"r T.O.1ST SUBFLOOR ...................................... 18014 Team: DK, CI3 Cr ..... T ...................T.O.1ST SU13FLOOR............................... ............. A-301 \\y ARC IL ............... -------CIVIL:9.38"1' on: 6/9/2020 for > Issued EXISTING AVERAGE GRADE F CD ii,PACE�CRAWL PERMIT SET ICRAWL SPACE OWNERSHIP AND CONDITIONS OF USE: ARCH: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF ROFE SIGNAL SERVICE.ARE AND SHALL REMAIN C I 71'm < THE PROPERTY OF THE ARCHITECT'. DOCUMEN'm ARE N T TO BE USED,IN WHOLE OR IN PART,FOR OTHER T.O.CRAWL SPA( PROJEICTS OR PURPOSES OR BYANYOTHER PARTIESTHAN THOSEAUTHORIZED BYCONTRACT WITHOUTTHE SPECIF] WRITT7EN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOC ENT IS CONTINGENT UM T CRAWL SPACES UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT THE AUTHORrrY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY ARCHITECT'S STATEMENTS FOR SERVICES,Tr IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONS ARE D D PAY LE N I T. Upo RECE P THE OWNER SHALL INDEMNIFY T14E ARCHITECT AGAINST ANY CIA]MS ALLEGING DAMAGES OR DELAYS NS SECTION AT DORMERS INCURRED IN THE EVENT THE ARCHrrECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- F1 / 11� A�IM�Al��K I�IAI 1�1 PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE SCALE: 1/4" _0 PROCEEDING. CALE Nl/�4 THIS DRAWING IS COPYRIGHT. �T NOTE: DO NOT SCALE DRAWINGS 1.- - - _ __ — I -1 .. ­ -_ ­ -_ - I -_ - I -- �­___�- I --- ----. __ - _ � I -_ - I __ . � - 1. I � I � ___. . � . I I I 2 1 3 1 4 1 5 1 6 1 7 INSULATION RNALUESe INSULATION TYPES@ — _______ _� __­ -_____ � ­ . .I r . -� ...-I.........� �'; -I...--- _­.....-- ....._....=_ � .�I �___ : - : ­­ ­­­­ ­ ­­ �­ .­, ROOF RAFTERS/CEILING R-49 CLOSED CELL !, ,.........................................T, , T- - I i 4 i : : � i : i i CATHEDRAL CEILING R-30(500SF OR " . : . : z 1 i � : i . - J � FLOORS @ UNCOND. R-30 20%) : - : i i Li L. .......i.....­­ � I i OPEN CELL '7- ­..... �-�-...�---�������-.--,.�,�..-.�.. _.: c._._-�,,_= . -,-� _":..-, -20 :1 I EXTERIOR WALLS P _,__---....., z _'i :, 'I : : ( I �. t . �L: ". i BASEMENT/CRAWLSPACE R-15 CONTINUOUS/ .� 7 :_ 5 RIGID _"'-� i � -,- ) - '. 1 (F4 :, -.1 F1 41'*'� .­ i : I: ", . C1 - � . I 1.i (INTERIOR APPLIED) (R-19 CAVITY) A-301 ��1.1_........:I "I -401.1 ­_: -401. . : -304 ,, , _.,.... E i".� � 11. A 1, ', ; :: , 1, � ,( �__,-.-,1- �_ i - "I -_ SLAB,2FT BELOW GRADE R-10 , d,:" BATT : i I ,/ : ,­­­­­, .:� : . ....._�­ __­ . 'I � X, I t � � 1" : I-t- ,_-, 1 39'-4 3/4"J� r I, ! i . i NEW WINDOWS INSULATED GLASS i :; . - - - - - - - - - - - - - - - - - - - - - : :1, i ­ - --------—.1 .�.__­ .......; ­­_­ ,..-- .- ..; ,- _:� HIGHEST ROOF RIDGE I( WALL CONSTRUCTION: ,,, 1-----______---------- .,- ----_------- --­...� - - - - ,--------- - -- ----------- , - ­_ i I 4. _-� 1: __._­_.................�.-�l---�..���.��.--....-.�..-..............I..............�.........____....­_­..__.­...............-_-_--1....­_­........­­­�......................... __ .......�.... __... .........____ .---,! I ,, i -­!:::�­...,.,_..*_*- , --- --------- * -- , --,, ­ ------------ , , -- :, _- ___'__............ -.- _......::.:__::...___�:_.......I.....�...... �______... ......�.............1,:__.____ _ _-_ . �_� ______ ­____ ­: .F I I—-­­­ ��_. ­.............______.___._... ­­­­I­­-------_........ : ---------- r...........;.......­­­ ­­- .._____­.I._­­------__.-.-.7=...---.............­­; : " ,­-,�: I I : . .--. �- � ­­­_qi'I-, STONE-(TO BE DETERMINED)WITH ��'..'.-...,-.-�,.�.�,-....�-.�. __-._-_..._1.............­­­;........_...­­___­_­­�­-------­ - .-..-.,--,-,-* -- ,-, -- , , , .....­T...... , .:... .._'A ....................-.-.-I.------,-.---- '. ..=..'_____�_.:=­. -"--1_- ­­­.­ ­­­­_... .... _.� ­.. - _..._­ . :;--f � INSULATION FOR TYPICAL ZONES: I :. 11 :-....�.I.� ,�. .....�.,:-.*�" -..-... �..:, I— ­...­...............­­ � : - ,__.... _...._�.....�.........._ _.�..=___. , . ........_... ..-.1-.11......�....­­­.........!� ; 1 - , ­_­............,..... ............­­ : I i� I GLAVANIZED METAL ADJUSTABLE ___,/�___-___1 _ ::::::::.L.._..- ..::--, _. .,.:.:.-.=: ,.-.::::::::::-:==:::::. ..................................I...�........_..:::�:���=...-�........ - -- � 1 �t � t - 7--_:=.----.-''-- , .. . .. ..........................._­_.._____.._..__:­..__.__­_.__­_.­..__­­.............................1.-..-.-__......._�...........1.............­ ­ .... ....�..........._....­­­... i ,_.. ­�...� : I - - , ­*_ * ­*---­ '­ ,***'**"*...�'7­..--7��:..:...=.... : 1 __ . 1�..........­­ .......... ­ ..­­ - ­ ... -�:._...:,____�- 1 __/: : � � TIES @ 2 SF O.C.,STAGGERED, ­> - , - - �....._---, .'..__­*.___* ::._...._=- , *­ - - , ____,_­....­*............*...................._1__'.-.--.......... - ­ "' **.._=.__=......, .....::::...=.......:.�:::.:::.........�1_.:�::_=_: -�_ - . _._�.......�... !I t 11......___--i - . ­'. _z.-1t-- _-�*�' "' , -, - , ­­ ­­...* *...*....=____7_ __�*�:_­:,: ..'..­ ", __ ­ .­ . 7_7� _,._.=**-,=*�­ _-_ � ....�....._____=. , _�.'�:­�r­­.1..__ ,_: .. _ ................­...­� ... . ....­......... . ............. :........ _.......... . _ - . 'i , ROOF RAFTERS/CEILING: FOR 2x12 FRAMING, PROVIDE 4"SPRAY APPLIED TYPICAL �,r, ,'­��-,,* - - , -­****"', "*"**,*,***, ­­--�......r ... , - , i ,I....i I: ­....................­­....­..­­­­ � &­­�­......�........�.............-----­­.......___=....��..................................­­........... .................................__...__...__1...........­­­..._­...-_. . ...........................-,-.­­­ :-.=...��......�=:_..........=___.........-____.. --- - - ----- --- -- -' -7.........r--,--.._.............�.......­...­­_...�-. - �I - '��_,­ ______� ----.� ___��� __ -------;....�------------��... ------------_ ----------�� : --____... r * -� �, CLOSED CELL FOLLOWED BY FULL DEPTH SPRAY APPLIED OPEN CELL; FOR 2x10 - - ------- --- ---------- -------___._.____...........--------------------__..... ----------�...�..........Ti ----------­...............I-A. 0 f - i � - I --------- ; __....... -------�...._... --------__.______ _ , .......L, � r . li, �----..�.....-.---���--�.�.----.�.....----- ___-__.___.._...__._._____._1........i.................___...___...............­­­­............... ...: I : . :......�� ..­......._.....-_.__----A.__--.......­­­­� t � : i -,*-* '****"--,-,,*--,--,*--*---*"-- ­__ ___ - --,*,*,**,-- ­­ _., � . : "SPRAY APPLIED CLOSED CELL FOLLOWED BY FULL DEPTH __-,-':-"�_ - ---- -- -- --- ----- ----- ­­­. .-- ----- ---- ----- ----- - ---1 __1 1."...- z , ---- ­­_ ­­­.... ­.........�........I----------­ .1..___..=.- - ____­***--------- - - - **_­-__-***"***--------* _ : i ­­.. i . FRAMING,PROVIDE 7 - ",- ....­ =...�....�*._---1...........-_­...­...._........I. ....................�......­__­......_ -I- 1-1._-,__.__� i : - ......I I _ , : 4 �. c, � - - -- ---- -.... ... ­ -__ __-,:,:,.,.--_..'�............ 7_7 _.__ ­ , , -,­­, ,- -,-___ - ___ , , ..... .....:� ,_ ,- _1 - _-ii : '_ ,, ­� 1 - __ __, , - ____ _­ ____- __ ­ *-* ­ , - ___ i.........�...�........:.,..:_,�-��:_-��:,L*....................... __...........- ==ROOF CONSTRUCTION: ....... ...... ..'. -'-- _ .:=:. - ..:...,�.._,_�'_._._,1..:_ i SPRAY APPLIED OPEN CELL A __=..... --.---.= I......................................:........................�...�.............------�........ __=...�.........1.­.­­---­­­­­........_............�--------­.......-1 -I ... ......... ... I 1 _:7 =1, � ___ �_�__:::::::-::::.:.:Z.C.C.SOLDERED FLAT SEAM ROOF, -..-.----,--"'--7 ' -_­­_.­_­­ ­­­­ ­......­­_�__ ­ �I I .­­.�_-�-­­­­ ­­_. ...� ...­.­ - ­ ........__�. ­­­­­­�........_­­ .. ­....... � 1__..----- � . 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CATHEDRAL CEILINGS/DORMERS: CAN BE REDUCED TO R-30 FOR 500SF OR 20% t : ........ _.........._.._____,.__-----------�....____....____�....______. : " : . : I ��....�..............._­­�­_- . � ........ . . � . _ � ­__.. -___- - -- � '� _'. 33'-10 1/4"j:� .= __ _ ______ �.�__....._ ­­­ �J= _­ : 3/4"PLYWOOD SHEATHING - � __ ____- =_ . .- *___�__ _____ ­ . - ,��7._.�: _: � ::� ,_....._........._ �_____........--11. ­!.��.�... ; , ­­..../.­...1: -- - -- - - - __.- ----,---=-- _ � 7_`_�_��*� __�-- - - - -1_ �_­__.w;___ _ _ _ _ __-� : ____�.........-... ...M. - - L - - - - -, . !.... . OF THE TOTAL CEILING,WHICHEVER IS LESS WHEN THERE IS NOT SUFFICIENT . .- =.== _.- _____! ­__ - ----. - - _-___=__7:_____ ._________..._-____-_1_ ___ _..=__._._... . ........ _ , 7. ­___ 1. - .- ­ ..__ ­_­­­­­ .........7- -- ............._,"', , - .. i - __ - - - ___ - _. i - - i I ­_ _______-­ ...............................____._____..................................................-T.. _--__-.W.-. ..��_......____:.:�---�L_ .�:___._._____-, _-_::::_� � . ­ �.....�...... _______:..::., � "1-' , - ._____1-­� ------- ­___..... . ­______­­­- :...7_­--_*__�__.�.........�.........�'.._.-�..........�................____.�................­.....____......­.... ­­ ,---. ­_... ­­­­­ . : _==____.__..­­­*­­­_­_­,_____ .....�Ir ......�......::::::::::.:::�:.,_: -------** -.­­�. .................... i ­, __ SPACE TO MEET R-49; FULL DEPTH SPRAY APPLIED CLOSED CELL T.O.ROOF RIDGE - =�� �:_______ .�­­­ :--------I -1 � -7 - ................... ��­ . __......___......_..................�......�.......__ _ -----I �­­­................" 4- -:.,­­_ -- - __..., , q _.__ - . � .. ...-. �_ .�-1­�-----­­­ �*­­ 4 i ,'. !­................­­_...­­­.........�..................�.........__..... ....­­.�.............................�......�........­...................................�.........�...__-­­­ �­­-- . .1....L.-__............1.­­...­........... i ­, i 11 I -------��­­................I-------­ I......­­_.�--------­ ------------------ i "-�-1 ­�­.... ------ -" ------ ­....I i ..................---*-­__­.**�...*­­­­..,._____._...__ . ____­­....................... �.......­_- ......�.......-­­­....­­...­­�.­-------------:__! �� - ___­_ . ��I——__------- - _-...� -------------_ _�---7 __ , , , -,-----*... .............. � ,, =::::::::.-_:::::::::._:_::.-_- -_­...­--�...­........­..-.--­.­­.... i _ �...............................- ................................�.................. __ .................. ...................... _.......__.......... . == __ ---,. .-...-­�-=�..-�-_-_­__.--.- ..�..I..-. --� � �.....1 .­.. . .......__--b I � I i , . �............ �_-------�. 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I '' . � I � t I I � / I \ , /", " -EXISTING AVERAGE GRADE�/ , � , , I i -1 \�, 11,.\ , , I , I I ' ' I 2� : I / I 0 W , I . _��, ,I I : /:1 // /11 ,\ I 1\ . , : I ' ' ' _�, I I �, I'll I .� !6 : II //' PERMIT SET I \' � : . / I C) I- BLUESTONE PATIO AND STEPS OVER '/ ' 11 ­ * -'' ' ' ... � \11, .\\' �<\ . \� \" \11 I -1 CRAWL SPACE i / 1, 1\ p �. 1�11'_\\_ , _\ ,� : ..17-11 1 - . . 11A I -\x L� " . i I \11� I I OWNERSHIP AND CONDITIONS OF USE: 11 .�/ I . I I V_ I I , ., . : . , & & , . W- MORTAR OVER CONCRETE SLAB \1 , , � I I �% / , I . , \,, / \ �, , 1,I / I, - ,�, �� - \ , \\ \ ,\, X, I I I ^ I , q L\ K��\� 'I,I �,�, ': , \ I " X � _ A . i I I , �_ - � I _\,�:,,A /, - , �-\. \1 -, \ \�/, : I /�\ \ ,. \�I � ,,, DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN . P-4 /I I//�I��, , �', I ,:/ \" "I /,--,' '\- \/ . .I i I\ I/""I �� \�, I ,I \ THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART.FOR OTHER -5-11",L \ \ I., /\ " , ! , "I/ '\_/ \1 .- ARCH: /_��\_ , , - I 1:�\ ,, / o) \ �1 7 1 1 ,, \I "I � C I I \\�-,, ,., -� \\ \ I: \ \ \ . �\ / I , �7_ CIVIL:5.71''�' / ,� /1' \I,,- /\\ I I I I ­ I " � I \ I \ , / ,I . ..�'.. - .. ., . . \ I I SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT .. / ,\\, " " , .I " , � . . I ./ : V..- ,- , . 1, , � UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT I 1. 11 \', ', \�,,I / I I , t'. .. : I I .. \ , � '. 11 � , THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY \1,I � �\ I \ \ I e\� . I \�, . \ - \' , '> , . T.O.CRAWL SPACE SLAB . �� \"' 1\ � X I I , , ,�, >X \ , , . , � I / \ ,,\ I " , . . '' - \ I \ /,/\ I I '.. ,-�\ '� � ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN / C) �: , , I . . 1, I 1, �/ N 1�. I< I , I 1'� 1, � I I I I\ .. " , , , \ - I \ " I I , / � .. ,, WRITING WITHIN TEN(I 0)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. ,I , , - - 1/� 1\� \/ �I ,/ \11 - . � 11 1. I , 4 ,1\�,\x � �� <\ I 1, I I\," , x I,,,� 11 I . I , I I \ \ THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS I . . . � , , 9 '. I I . 1, . 1. I lv� 11 I /\ \ ,� .I . I \\��/' \ >1/ , , . I /\ INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NCIN- �, a� EW SECTION AT REAR GABLES .\" I & 1, " \ I .' I I \ I . . , ��'\�, , I . "I \ \ , I I", \�, I ,\ PAYMENT. CONT CTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE I \I" . , \_ \,- I 11 I\ I I 1. \ . \ '' " \ I \ I I I I I I .1� I \ " \ � I /�,\ - WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE I .1 � I , �I" , \_ I I � . I I & . . PROCEEDING. V) I \�, I I . I \ I 9 F1 /<� I , - I � . I " �_� '. \ I �.� / \1, � 1 , I . ,� , \. , ��' ­ \ I P" 1 . � , \"I , I " ,\/�\X/\\�//\,­//\ . I \ I 'll �\­ I ��, . ." '�y I I '\ � �, THIS DRAWING IS COPYRIGHT. I I \ _�� v I I 1 I \1 I .. I . I \,/ " "I I I ,�\\/ " �11, I I � \ 1, I \ I" I I ,���/,/\�y �/,>>� \ /Y \ I 1 ,\"/,��,-, I ' ' , V) F 1 F_ �� , � I � ,\ \ I I '� I I . I " � Z- X \, . � - " SCALE: 1/4" = V-011 �,, \1. � &\ ,\/ I \ I I I " , .. I , . I I I , ,X ,/ \ � \1 , \ I � , \, / 0__� ����"I �\ \ I . . \ , -� � \�/ �, � , � - 11 . I <�\,> -\ X I - _\ \ X,,," , - z I I I / / I . \1/ - - 11 � 11 / : I . ,�� NOTE: DO NOT SCALE DRAWINGS E_ + 17/p, "' I "i�, I - I , _-, - T , 7 - - - - - -- - ___ - - _� , a it f I: : I . 1: I I ___,_&_________ . . . � . . � . � . . 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IN LUDES REV.4 D F 1/13/2020 CONTRACT SET BUBBLES) 03 RE .4:VARIOUS REVISIONS (SITE-2,SITE-5,SITE-6, ............................ L 0 C �SC.�A E�. l 0/4 SCAILE. 1/13/2020 ........... A4 SITE-7,A-I 00,A-I 0 1,A-1 02,A-1 03,A-1 04,A-20 1,A-202,A- 203,A-204,A-301,A-302,A-303,A-304,A401.1,A-401.3,A- 1:13 -8 1,A-802,A-803,SIOO,S-101,S-102,S-103,S-105,S-2, 0 -1 1,E-102,E-103) .......... .............. REV.3:POOL FENCE,GUTTERS,ADDITION OTES qu 10/16/2019 -104,A-201,A-202,A-203,A-204,A-301,A-302 A- A3 (F03,A N z-------- 303,A-304,A-305,A40 1.1,A-401.2,A-401.3,A-401.4,A- N 03 402.1,A-402.2,A402.3,A402.4,A-402.5) 09/20/20191 BID SET ................ ........................ DATE L ISSUED FOR 00 z kY k, CEILING SLOPES 00 Austin Patterson Disston - y T............................ apd ---------- xts 1, Archi Lj.............................>. . ................................ 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)2554031,fax(203)254-1390 ............ .................... r t44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 00 f 6 CEILING< apdarchitects.com SLOPES:�CEILING SLOPES. ........... ............... CD tU)ff '_*�GER HIDDEN CAGNAZZI RESIDENCE L --tfy) IN WALL r....................... E ,NEW YORK, 11 93 5 if, 1 CLEATS TO. ......... STRINGER SUPPORTTREADS Drawing Title: ECTIONS HIDDEN....................... OD -------.............. .................... Project No.: Project Manager: TS Drawing No: NOTCHED STRINGE ............... ...................... ........ 18014 Team: DK, CI3 LLJ A-303 U z U) t0 11 11 11 Issued on: 7/2/2020 for fPERMIT SET .................................-- --------- -- ------- OWNERSHIP AND CONDITIONS OF USE: .......................V 7.. DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE AND SHALL REMAIN > THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE AUTHORIZED BY CONTRACT TH UT WI 0 THE SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT UPON PAYMENT TO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITE CT THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITE IN CT WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLYFIGURED DIMENSIONS ARE TO BE NS SECTION AT ELEVATOR NS SECTION AT ELEVATOR NS SECTION AT ELEVATOR NS SECTION AT ATTIC STAIR WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO 'ME ARCHITECT BEFORE F1 F2 F3 F4 NS SECTION AT ATTIC STAIR EW SECTION AT ATTIC STAIR PROCEEDING, SCALE: 1/4" V-011 F5 F6 SCALE: 1/4" THIS DRAIIVING IS COPYRIGHT. NOT TO SCALE SCALE: 1/4 V-011 SCALE: 1/4" SCALE: 1/4" NOTE: DO NOT SCALE DRAWINGS 2 3 4 5 6 7 INSULATION RNALUESs INSULATION TYPESm ------------------- ------------ ...... .......................... ....................... ROOF RAFTERS/CEILING R-49 CLOSED CELL ---------.................. ................ T CATHEDRAL CEILING R-30(500SF OR:20%) OPEN FLOORS @ UNCOND. R-30 CELL EXTERIOR WALLS R-20 .......... BASEMENT/CRAWLSPACE R-15 CONTINUOUS RIGID rc, F2 -Y) (INTERIOR APPLIED) (R-19 CAvn -401.3 —------ -301 SLAB,2FT BELOW GRADE R-10 BATT NEW WINDOWS INSULATED GLASS _3 17-3 01 ................ INSULATION FOR TYPICAL ZONES: J-1 . ............ ROOF RAFTERS CEILING: FOR 2x12 FRAMING,PROVIDE 4"SPRAY APPLIED ............... ............... --- CLOSED CELL FOLLOWED BY FULL DEPTH SPRAY APPLIED OPEN CELL; FOR 2xlO ............ L—A FRAMING,PROVIDE 7"SPRAY APPLIED CLOSED CELL FOLLOWED BY FULL DEPTH A SPRAY APPLIED OPEN CELL T............... CATHEDRAL CEILING$ DORMERS:CAN BE REDUCED TO R-30 FOR 500SF OR 20% ENT ... .........;­�______.___----------- OF THE TOTAL CEILING,WHICHEVER IS LESS WHEN THERE IS NOT SUFFICIC ............... ........................................... ............... .............................. SPACE TO MEET R-49; FULL DEPTH SPRAY APPLIED CLOSED CELL —----------­----­­-------...... ­—-------- .................... 43 '4 .... ..------ ........ ------ �F5 41 1" C5 rz F1 Cl. ............................. .................... ............ .................. ...... .............. ...... ............ ................................ .......... ........... -304 % -401. A- 04 A- 04 A- 04 A- 04 t ------------ ........................_._­­­­­ .............. ............... ......... ....... FLOORS ABOVE UNCONDITIONED SPACE:SINGLE PASS WITH SPRAY APPLIED A 1111, r'.­­­..--------............................ ................ ......... .........­_­............. .........- ­­............. ...... ................ ­_ -l";:;,�--- ,-1 ............ ................. ................ .............. .............................. ................. ---------------- . ....... CLOSED CELL(1 1/2"-2")FOLLOWED BY FULL DEPTH SPRAY APPLIED OPEN CELL T. ............ ........... ................... I—- ". _-I ------ q- ­-­-.=-_..-_.___................. ........... ................. .......... .................................................... ........... ........................ .......... . .......... ............ ............ ..................... ....... ---------- OR BATT INSULATION ................ -------------— -------------- ............ ....... ...........................I............................. 7 7, ...... ............ ................ ............. ................ ................. ................. ........................ .......... FULL DEPTH PRAY APPLIED ED ELL _­­............... .............. ................... 1 EXTERIOR 2x4 WALLS, _—---------........ ............................ ............... ............................. ............... ................................... .. ....................... .......... ...................... ........... ........... ........... ............ ................I....-................... ................. A ........ ........... ...................� ­_-,I _ .1 ........................... .................. .............. .......... . ............. ............. ...................... ......... ...........­..................... ................ ........... ............................................... ............................. ------------------------ ........------ -—------- ...... ...... ............... --------_--_-- ..... ---_----____............ ............. EXTERIOR 2x6 WALLS:SINGLE PASS WITH SPRAY APPLIED CLOSED CELL(1 1/2" ........................................ ............... ............... .................................. ....... ...................... ..............------- ................... ................... ................................... F4 2")FOLLOWED BY FULL DEPTH BATT INSULATION OR FULL DEPTH SPRAY APPLIED ........... .. ........................................... ...........-------- .............................. ...... ........... ................. ........... ::.7 _:7:7:7 -401. ------ ....... --------- .... ............................... .......------ OPEN CELL .... --------------............ ........ T-- _:_q ­-­------------- .. ........ ............ .......... .............. :::� -_' ­ * :::::. ....................... L= -,­___ _:_ __-._­­* __ _, .......... .................____ .............. INTERIOR WALLS: 3"SAFE'N'SOUND STONE WOOL FIRE AND SOUNDPROOFING ---- -------- ......................... ..................�_; ------........ ...................... .............. ........... .......... ........... .............................................. ...................._—, 7-* 26'-1 1/2' ...... ------- ............... ................. ............. .........t............ ............... ....... .................. - — - — - — - ........... ......................................................... ..................................................... INSULATION AS MANUFACTURED BY ROXUL,INC. ................. .............. ...................... ........... ....... ..................................... ........ ............................ .............. ....................... ........... ...... ....... ..........­­­ ........... ........ .............. ........................... . ......................... .................. ...................................... .................­­. . ..........­­ ..........-------­ ? ------ ..... E'y __ I ­ - .. - � _:L _ ,�:: ___ _= -1........ ............ ............................................................................. ................... ........... .......... ....................... ............. T.O.ROOF RIDG ............... ----------- ­____........... __­_.—7 .........._­ .............. .......... ........................ .................. INTERIOR FLOORS: 6"SAFE'N'SOUND STONE WOOL FIRE AND SOUNDPROOFING ............ ...................... ........... ................................................................. .......................... ..................................... 24'-6 l/ --------- ................ ......... ............... ......... 2"ij� ............ ................. 7 .......................... ............... ---- -----= ..................................... .............. .............. INSULATION AS MANUFACTURED BY ROXUL,INC. T.O.ROOF RIDGE ........... j ------ ......... p ...... ........... .......... ........................_7 ,;� ............................. ............................... ............ -------........ ........------------- _­__......... 3- ............-7�--------------- -------------- .......... . ........ ........................ ........ ............:.::.: ­ ..................... .......... .................. ..................... 05; .......... ................=_: ....... ........................ ...............­ ............... ............. -7- ---------- ------- ................................. ............................... ....... EXTERIOR BASEMENTICRAWLSPACE WALLS: 3"RIGID FULL LENGTH OF WALL OR 2tv . ................­­...............------- ........ ............. 12 .................. .........­­_... .......... .......................... ............. ...... ........... .......... FULL DEPTH SPRAY APPLIED CLOSED CELL ROOF CONSTRUCTION& J _77-= 1=_ ___*____­1.�**­_,*_­__­­� ----------------- ------------...............­ ............ ....... .......... ........ ........................ ........... ......................... - ------------ ------- ............ ............... y ........... ........ ......... ................. :.777-777.7-:= �7_ ........... 12" .............----­------------­_ __::. . ............. ................................................................. PRESSURE TREATED ALASKAN .... . ............................... .. ......... .. ..... ..­.............. ........... - ­��3� a.-I...--� __- ---- \ I .__= -­­. — - UNDER BASEMENT SLAB:IN HABITABLE SPACES OR HEATED GARAGE AREA APPLY 2 ........... .................. .......... ....... 0 . .. .......... ....................................... CONSTRUCI ONN *_** =:: ......... .......... ........................ ..........._­_­ 1/2"CLOSED CELL UNDER ENTIRE SLAB AND WRAPPED UP INTERIOR OF WALLS V- ............. .............. ...... YELLOW CEDAR SHINGLES,OVER ICE ........................................... MIN.AT ALL :7 )(.1 Y ------------- -------­­­_ �.k' 11 1 ..... ................................................................................. PRESS RE &WATER SHIELD(3 ......... ........ 'Y� TREATED ALASKAN RIGID INSULATION ------------ -- ----------------- EAVES&VALLEYS),OVER 30# ------------­ 7L -­= .......... .......................... .........= ......... ...........­ .............. ­.............. . ..... ...................................................... YFI 10 CEDAR SHINGLES,OVER ICE . ........................... .......... ............................ . ................. =�­____.­___...­_­_­..........__ _.., y I .......... ..............--- I .. , &WATER SHIELD(T MIN.AT ALL 7 77� SATURATED BUILDING FELT,OVER ............... ............ �r,�,J�] ------------ ................. ---------- ........... ...... 3/4"PLYWOOD SHEATHING y i "- _­­__ -__ ---=-: L] r--- T! = := %_-1 - EAVES VALLEYS),OVER 30# 2'OR APPROVED EQUIVALENT WITH 3 ............ T —--------- ---------------- L INSULATION NOTES: -------- N\ ------- SATURATED BUILDING FELT,OVER ........... ............ --------- if- ------- 3/4"PL OOD SHEATHING ............ ............. ............ ............... .......... .................... ......................... ................ ........... ........... 1. FILL ALL VOIDS OF INSULATION ZONE,TYPICAL. -­-------- ------ ............ ............... T .......... ............. .......... ........... 2.SEE SPECIFICATIONS FOR SPECIAL CONDITIONS. ........... ............ ........... ..........­ ............. y PTH OF B ............. .......... 12" +=1 .............. -12" CLOSED CELL INSULATION. .......... ......................................... ....... A 4.THIS INFORMATION MEETS CODE FOR IBC 2015 AND IRC 2015. ........... BACK STAIR Z.C.C.WINDOW PAN T .......... ............. KUUM BACK STAIR,..'..".... R.BONUS ------------ .......... .................... if i ...... .................................... .............. ............... .............................. ------- .............. ............. ...................... ................................. ................... 221 221 -------------------- 222 L 12' i 11 Vi"fl 1111 i 11 ............ ------- 12' Bo ... ..................---- A -IN YANKEE GUTTER WrTH 12" ........................................... ------------- .......... ................... ............................................ ................. 4-- . ...... 00 00 00 IT-1 l/ .......... 4 C C FLASHING-TO FIT WITHIN BUILT 2`-1 1/21, T.O.2ND SUBFLOOR AT GAR GE 1: RSE OF SHINGLES --------- ALTERNATES: L:........... ------------- a .. ............................ ...... ...... ........................... T ................... ­­--------................ ............................................ .............................. .......................... .............. 1. BASE BID: ROOF TO BE PRESSURE PAINTED TONGUE AND GROOVE PAINTED TONGUE AND GROOVE ...... 3 .................­.. ...... ............ ........... --------------- ........... __7 I; .................... ................ ­............ .......... .......... —------ ......... ------- ............ ........ ........... SOFFIT SOFFIT -x 7 ...­ + -- *+,--,+-++'++-++' , I . 1: - If TREATED ALASKAN YELLOW CEDAR _ T[ .......----------­] .............. y ...............- F-1 ........... L ...................................- ............. .........J ..................................................----------=...................­­ ......... ..............­ ........... ................. , ! - I.-- t ..................... ................ r EL .......... ................................................. ................................. 5"HALF ROUND ................. ...................................... ........................ .........................­ ....................... EVATED PLATFORM if I WALL CONSTRUCTIONs SHINGLES. 7: RUCTIONs LOW CEDAR SHINGLES, GUTTER Z.C.C. 771:75 FOR STORAGE y ....... ..... ...... ..................... OVER 15#BUILDING PAPER,OVER ................--------------.........-............ ------------ .......... ----------- OVER 15#BUILDING PAPER,OVER z -CABLE TO SUPPORT J� ..................... 5/8"P OD 5/8"PLYWOOD CORNER �EL C) ALASKAN YELLOW CEDAR SHINGLES, ............ ............=_� --------- 0- 0 L�Wo ALTERNATE: ROOF TO BE PRESSURE ........... ......................... ........ ........ .................. .................. LEATS AT WALL ....... ................ ...................-__.:_:.__:_:.._:J.........I I CD 1 11 if ky WALL CONSTRUCTION: L ............................ ALL�ONSTIRUCTIONI* TREATED RED CEDAR SHINGLES. ................... MUDROOM ­ 1AUNDRY GARAGE 118 113 114 (TO BE DETERMINED)WITH < ........... STONE (TO BE DETERMINED)WITH BWES70NE PATIO AND 113 STONE z -T-1 .......... ......................... ................................................. LAVA�IZED METAL ADJUSTABLE i GLAVANIZED METAL ADJUSTABLE STEPS OVER MORTAR CUT NCRETE c ........... ...............---------- TIES @ 2 SF O.C.,STAGGERED, OVER CONCRET ................... ......... ...... �9 -AT DOOR E SLAB TIES 2 SF O.C.,STAGGERED, TYPICAL TYPICAL ------------ ------- ............... ........ BEYOND �:i ........... y 2. BASE BID: ALL FLAT ROOFS TO BE .............. ............ ........................................... ..................... ARCH: 0" .......... T CIVIL:11.63' . ...... < 011 ARCH: z Z.C.C. SOLDERED FLAT SEAM ROOF. 4- T.O.IST SUBELOOR ------------------- ------------ .. .................. < CIVIL:11.63 n .................... .T.......... X T.O.IST SUBFLOOR ARCH: -V 0" ....... ------------ ........... L 77 7-7 CIVIL:10. T.O.GARAGE SLAB @ HIGH POINT > ........... ........... ALTERNATE: LL FLAT ROOFS C 7............................. (EXCLUDING ROOF OVER MAIN 7/8"FURRING UESTONE PATIO AND 17/8"FURRING '-CHANNEL WITH 'EPS OVER MORTAR CHANNELWITH­' 6 �/"" \ "///. .11 '1', STAIR) TO BE EDPM. GWB '5/8"GWB 5/8' /ER CONCKC I C OLAD ;o > ...................... H 7777UNFINISHED BASEMENT UNFINISHED BAS MENT: < X 3. BASE BID: SHINGLE WALLS TO BE N CH: ALASKAN YELLOW CEDAR SHINGLES. x -9'-0" ARCH: -9'-0" % NS SECTION AT BACK STAIR v 'r CIVIL:2.63' Y/ > CIVIL:2.63' C t T.U.13A5EMENT SLP�B BASEMENT SLAB, IN > ALTERNATE: SHINGLE WALLS TO BE 7 < SCALE: 1/4" V-011 z \y RED CEDAR SHINGLES. C5 EW SECTION AT GARAGE STAIR SCALE: 1/4" V-011 4. BASE BID: ALL GUTTERS AND 7000# Service Lift LEADERS TO BE Z.C.C. by Backyard Buddy 0 CAPS ALTERNATE: ALL GUTTERS AND LEADERS TO BE GALVALUM. ............ D 10 total locking positions . ...... S c is 0 0 e oor ........................... tr=­7:: 2nd lock is 25 1/2'off of the floor F1 Cl. ..................... F1 C1 ........... -401. A-304 -401. thereafter D i N c, 7-7- 03 ................ ........... ........................... '�"�j-1 L [11, �7 ROOF CONSTRUCTION@ PRESSURE TREATED ALASKAN C3 1 /6 .......... ......... ...................... ........... _----- ......... ....... U .......... .......... 00 .......&&................. ............................ .................. ....... .................................. YELLOW CEDAR SHINGLES,OVER ICE ........................... ........... .............. ................ ................. ................................ &WATER SHIELD(3-MIN.AT ALL ........... ...................... ............. ........ ........ -------- -­--------- 0 ............... .................. ......... ............. ......... .... ........ ........... ............... EAVES&VALLEYS),OVER 30# ............ ...................:................. ............... -------..................... 00 ..........&__._.___,._'­.......... ................ r ..- __-,-__. _-=�_.__.,__ __.=*_._..__.."-� _.__­ _:..'___. ................ ...................... .......... SATURATED BUILDING FELT,OVER .......... - : - ** *­­-- "­-, 3/4"PLYWOOD SHEATHING ............ . ........... ........... ........ .......—------ ...................... @F21. A..................... ......... _7 ............ ............. ....... ................ _:q 40 ........... ............... ............ .......................... ........... .......... ............... lot ........................... '-1 1/2' ................................ .................... ........ 12.. . ..... OL 26-1 1/2" OL 26' 12 ................... ......... -7. \fT.O.ROOF RIDGE T.O.ROOF RIDGE ............... ....... ............... ----------- ........... 11711- ............... 0 .......... 6:�0--w=. ------.........—.&----- ............... U .......... ------------- ROOF CONSTRUCTIOW Ar --------- ----------------- ......... ............. ......................... ......... ---------- Apt ........... .......... .. ........ .......... .................. FLOOR ......................... PRESSURE TREATED ALASKAN ........... UNE 6/9/2020 U .......... .......... F1 1,1:� III - j, ; 161-811 PERMIT SET A � l �; 1! Romp ............ Id It: YELLOW CEDAR SHINGLES,OVER ICE .......... A MIN.AT ALL 'y' _d &WATER SHIELD(3 ........... --- ------ 2�1 ........ (INCLUDES kEV.4 Li ............ 1/13/2020 0 EAVES&VALLEYS),OVER 30# - CONTRACTSET C14 BUBBLES) 2 SATURATED BUILDING FELT,OVER X REV.4:VARIOUS REVISIONS (SITE-2,SITE-5,SITE-6, ...................... .... ........ + 3/4"PLYWOOD SHEATHING E-77.7I 771177 17771�1'7�7- �777-�,�,777117 < Z4� 1/13/2020 SITE-7,A-100,A-10 1,A-102,A-103,A-104,A-20 1,A-202,A- . ..... ............ ............ ......................................... 203,A-204,A-301,A-302,A-303,A-304,A-401.1,A-401.3,A- ............... ............ R 3-4" 401.4,A-402.1,A-402.3,A-404.1,A-600.1,A-600.2,A-600.3, 7:$ 7 '1- FLOOR Height fully lowered 4" A-801,A-802,A-803,S100,S-101,S-102,S-103,S-105,S-2, —L.. .......... ------------- ........... 90 E-101,E-102,E-103) UNE 0 .......------------ AMOY? 7.. .... ......................-....... REV.3:POOL FENCE,GUTTERS,ADDITIONAL NOTES Ic 10/16/2019 ............... (F03,A-104,A-201,A-202,A-203,A-204,A-301,A-302 A- /3\ D 303,A-304,A-305,A-401.1,A-401.2,A-401.3,A-401.4,A- 7000# SERVICE LIFT E ............. -402. (Dimensions may change without notice E5 402.1,A402.2,A402.3,A402.4,A-402.5) CID BID due to manufacturing variances) BONUS ROOM .................... C.C.WINDOW PAN ........ ,BONUS ROOM NOT TO SCALE LJ'Z.C.C.WINDOW 09/20/2019 BID SET I Z.C.C.WINDOW Ln ..................... 222 222 Z.C.C.WINDOW PAN -PAN ............- r IT-1 1/2" DATE ISSUED FOR _y y P1 ........ 12" _��_J ZN�l' ', // . TO.2ND SUBFLOOR Ir j 12" .......... .................. ....... ............ 2" ............... .......................................................... ...................................................... 00 .... ........ 'T --------------------------- 5"HALF ROUND GUTTER-Z.C.C. [a�d u T.O.2ND SU RAGE Go T.O.2ND SUBFLOOR AT GARAGE ................. �qco� �Z,-k)y ............. 00 Austin Patterson Disston OL 12-1 1/2' OL 12'-1 1/2' BFLOOR AT GA ................ 17 ELEVATED PLATFORM 7',1 �' ' Architects 7 /---FOR STORAGE ONSTRUCTION: PAINTED TONGUE AND GROOVE PAINTED TONGUE AND GROOVE 7- PRESSURE TREATED ALASKAN 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,fax(203)254-1390 SOFFIT SOFFIT f CABLE TO SUPPORT YELLOW CEDAR SHINGLES,OVER ICE ------........ 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 5"HALF R UND y 5"HALF ROUND ORNER &WATER SHIELD(T MIN.AT ALL C ap arc itects.com ............. ........... .................... ......................................... _17, GUTTER- C.C. WALL CONSTRUCTIONs GUTTER-Z.C.C.�t EAVES&VALLEYS),OVER 30# 1JACKYARD BUDDY p ------ ALASKAN YELLOW CEDAR SHINGLES, SHINGLES, SATURATED BUILDING FELT,OVER 7000#SERVICE LIFT ROUND T'ROUND OVER 15#BUILDING PAPER,OVER 3 OVER 15#BUILDING PAPER,OVER 3/4"PLYWOOD SHEATHING 1 ill 5/8"PLYWOOD y PAINTED TONGUE AND GROOVE CAGNAZZI RESIDENCE ........... 7 7 --- - - - ............................................- ------ ...................... ............. ........... SOFFIT T . ... ...... ........... .......... . ....................... -CLEATS AT WALL ........... .... .......... 7-IF 12700 NEW SUFFOLK AVENUE, CUTCHOGUE,NEWYORK, 11935 7 ............i .............. WALL CONSTRUCTIONs tj 1 111GARAGE GARAGE -j ........................ 0 .................. i ii I i �t LEADER Z.C. '0 PLYWOOD LEADER Z.C.C. J ......... ................... . ....... f ............ 118 STONE (TO BE DETERMINED)WITH Drawing Title: WALL CONSTRUCnONs 118 STONE-(TO BE DETERMINED)WITH .......... SHINGLES, ............ LAVANIZED METAL ADJUSTABLE _---GLAVANIZED METAL ADJUSTABLE OVER 15#BUILDING PAPER,OVER .................... .. ......... ............ TIES @ 2 SF O.C.,STAGGERED, FLOOR CONSTRUCTIONs TIES @ 2 SF O.C.,STAGGERED, 5/8"PLYWOOD .......... .......... ........... TYPICAL 5"THICK CONCRETE SLAB TYPICAL SECTIONS ............... WITH WELDED WIRE MESH U) .................... WALL CONSTRUCTION* STONE (TO BE DETERMINED)WITH Project No.: Project Manager: ITS Drawing No: SEE STRUCTURAL DETAILS ------------------ ........... ARCH:-V 0" .... .................................. ........... __-G!;�VANIZED METAL ADJUSTABLE 18014 Team: DK, CB ---------- --------- ............. ........... ............. ..................... ............. CIVIL:10.63' @ 2 SF O.C.,STAGGERED, A-304 J �,ARCH: -l' ��CML�-10.63' OL ARCH:-l'-O T.O.GARAGE SLAB @ HIGH POINT gPICAL z T CIVIL:10.63' 7 7 0 0.GARAGE SLAB @ HIGH POINT \ T.O.GARAGE SLAB @ HIGH POINT \/A Issued on: 6/9/2020 for F < UCTION@ 4" CAST-IN-PLACE > Ile, REINFORCED CONCRETE PER.-MIT SET FOUNDATION WALL A OWNERSHIPAND CONDITIONS OFUSE: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PRO RTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER Z PROJECTS OR PURPOSES OR BYANYOTHER PARTIES THAN THOSE AUTHORIZED BYCONTPACT WFIHOUTTHE SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES. IF THE OWNER DISPUTES ANY ARCHITECT'S STATEMENT'S FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN H WRITINGWIT FNTEN(IO)DAYS. REMAINING,UNDISPUTED PORTIONS APE DUE AND PAYABLEUPON RECEIFI THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE EW SECTION AT GARAGE SHED ROOF EW SECTION AT GARAGE GABLE RIDGE EW SECTION AT GARAGE LOFT WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE F1F3 F5 PROCEEDING. SCALE: 1/4" V-011 SCALE: 1/4" V-011 SCALE: 1/4" V-011 THIS DRAWING IS COPYRIGHT. > zc:L NOTE: DO NOT SCALE DRAWINGS 2 3 4 5 6 7 ....................... ...................-------------.......... .......----------- ................... ........... ........................................................................IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII.......................... ............ ........ .................................I .3 .......... -------III7 'I.......... ............ IIRANGE EXHAUST IIIIIIIIISTRUCTURAL RIDGE II--- --------ITS BEYOND IRIDGE POS A I .................... I .......... ..IIROOF FRAMING BEYOND Iy II............. GYM CEILING BEYOND IJ:IT IIIII ................ r IIIIL J,y,IJ, I IIBEAM AND TRAVEL OVER DOOR TO IIWSHP-6 SUPPLY DUCT TO CLEAR IIIIMECHANICALDRAWINGS.II ..............If Y - - - - - - - - - - - - - ---—----------- ---------------------------------------------------------------------------------------IENTER SPACE ABOVE GYM.SEE.................... y y I .................II.............. -------------_......... .......... .................... . .. .............. .................... ............................ ------------------- -------- ............ .......----------............... .......................... .. .................... ............................................ ....................... .......................... ... .....................II t I ...................... ......................... .......... .. ................ ................... ....................II �,_SEE MECHANICAL' 'T' T, 'r................. ................. .................... ..................... ................................................................. ................. tDRAWINGS................. .................................................... ...... ................................ ............................................... ............... ---------------- .......... .......... —-- -------------- —----------........ ....................----------------- ....................... ........... III.................. ............... ........... ...................... -------------- —---------------.......... .......................................................... IIII . ........................ ......... ..................................-------------------i I............................ ................. ....................... ...... ...... .............I --—--------.....................---—-------............. ....... I-------------t .............I .................. ..................... ....................... ------- ........... ..........I ................................ ................. .................. ------- ........................................... .......... .................................................... ................................. .....................................I ..................... ................................... ----_-_---------__-.....III .. ................ .......................................- ...................... .. ............. ............ .......................... I............................... ..................... ......... ....................................................... .................... ..........................I ................................................. ......I -----............................. ........................................ ............................. ...........II )y I..................... ................................. .......... ....... ............ ---------............................................. ...................... II --------- II..............I .......... ............ ............... ............. ............... .................. ------------ ............................................................II ..................................I,------,- , IB ......................... .......... ........... .................... ...............III .......................... --------------------- ---------.................... ....................................... ---------------------------------III.......................... ....................... .................... .......... ................. I ............ ...........................--------------- .............. ........... IIIII........................................---------- ................ ................. III..........................------------ ............ .......... .......................................................... II ......................... .......... III .................... .......................... .................................................. —---------I---------------- ............. III .......................................................................IIIII ----------- ------ ......................... .......... .............. ............. ......--- -------ROOF STRUCTURE BEYOND IIII ............ ......................................................... ........... .......... ------------........................... ..................... ---------- ........................................IIII----------................................... ............. II................... I .............................. ............... ...........IIIII ........... ...................................................... ................... ................................................. I.................................. ............ ................ .......................................................... ---­­­IOFFICE. ..................... ................................................................ .................................. .........................................IFFICE WALL BEYOND IIII....................... ......... ......................................... ........................................ 302 I................... I. . ............................. .................... .................... I..........-- - ---------------IIIItWSHP-5 RETt IRN DUCT TO BE HELD.................... ...................... .............II............. .. . ............... I ........ TIGHT AGAINST WALL SO DOOR CAN IIIISPACE UNDER DORMER ....... ...................... V OPEN 90 DEGREES.ONCE DUCT.............................. -WINDOW FOR DUCTS TO FIT UNDER CLEARS STEEL BEAM,DUCT DROPS.................... I.............. IIIWSHP-5 SUPPLY DUCT RUNS -----RAFTERS.SEE MECHANICAL INTO DROPPED CEILING BELOW.SEE I ........... ..................IITHROUGH UNFINISHED SPACE.ONCE ............. ... ......... ..............I.............................. DRAWINGS. MECHANICAL DRAWINGS.E3 DUCT CLEARS STEEL BEAM,DUCT IIIIIDROPS INTO CHASE BELOW.SEE III .------- .......................................................--­­- Vicli-I-IMNICAL DRAWINGS. ..................................................................... .................................................................... .............r...............................- . ..........------II !CAN BE CUT TO 1/2"IF............ IIIIDUCT LINER I----------------------------------------------- ......................­----------­-- ............... NECESSARY.I ............... ------------------------- .............................................. I.............................................. ............ ------------------------ ................................................Iy II ----------- C ................................ -I - !CHASE FOR DUCT.SEE MECHANICAL VL N CHED 9 1/4"MAXIMUry FOR_____________ZAWINGS. DUCT LINER CAN BE CUT ------------------- ------—-------------------------------- L UCT OT T( ILD S A 2 LOCATIONS.SEE LINER TO 1/2"IF NECESSARY. MECHANICAL DRAWINGS. DUC ICAN BE CUT TO 1/2"IF NECESEARY. IIIIIII .....................IIIIIIC1 NS SECTION AT ATTIC PORCH C2 NS SECTION AT STAIR DORMER C5 NS SECTION AT WEST FALSE CHIMNEY SCALE: 1/2" V-011 SCALE: 1/2" V-011 SCALE: 1/2" V-011 CD co TRUNK RUNS THROUGH OPENING.SEE MECHANICAL DRAWINGS.C) i L 4 1-93/4" 4'-2" Ito 00 00 r f I141-43/4" D ;o 6 ----------- -------- T................ I.................. IIN 1 ...........N P� II-2112"4' IY tIU II - L T! 1 ,z IIIDUCTS RUN BETWEEN RAFTERS.00 III__4 SEE MECHANICAL DRAWINGS.IIECO-STEEL IIICHIMNEY CAP........... ........ ................. ................---------------C) /N,/RANGE EXHAUS NS SECTION RANGE EXHAUST EW SECTION T RANGE HOOD EXHAUST D1 D1 E2 ........I .................. .................... .. . .f IQ P.10 SCALE: 1/8" V-011 SCALE: 1/8 V-011 NOT TO SCALE III...............U .............. ECO-STEEL CHIMNEYPIPE I ............... ................ .................I ........................................IIIIY, .......... IIIIIIIIIII �__ .. ...................... II6/9/2020 m IPERMIT SET I T TRUNK RUNS THROUGH OPENING. 'INCLUDES REV.4 1/13/2020 CONTRACTSET BUBBLES) SEE MECHANICAL DRAWINGS. E A�TB U��K�RO 0�M T I 0 I 9 REV.1:POOL FENCE,GUTTERS,ADDITIONAL NOTES I10/16/20 (1703,A-104,A-201,A-202,A-203,A-204,A-301,A-302,A- L 1 _on)�SCA E71/2 3 T E T 303,A-304,A-305,A-401.1,A401.2,A-401.3,A401.4,A- 402.1,A-402.2,A-402.3,A402.4,A402.5) T ................ ........T IIL .. .......---EXHAUST NORTH I1_�J, f............ ISSUED FOR ---SIDE OF CHIMNEY.y TRUNK RUNS THROUGH OPENING. ........... -7�SEE MECHANICAL .............SEE MECHANICAL DRAWINGS. ..................... -—-DRAWINGS. I ... ........------- Austin Patterson Disston I ........................................0 INTAKE-EAST y ............................... .......... [a.................. SIDE OF CHIMNEY............. ..........SEE MECHANICAL T Architects I ..................IDRAWINGS. I ...................................-------L 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)2554031,fax(203)254-1390 ............ ................ .............. ............... 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 ................ ............... ...............IT y ............ -n 0 OFFICE apdarchitects.coi III302 I, y r II ....................... IT;I/ ............. ................................. ............ ............ .......................... ................... ............ ......... .......... ...................II> IIICAGNAZZI RESIDENCE .............................------------I .............. III <II12700 NEW SUFFOLK AVENUE,CUTCHOGUE,NEWYORK, 11 935 .................................------I ....................I Drawing Title: II....................... .... III------........................... -IIIIIISECTION DETAILS IIDUCTS RUN BETWEEN RAFTERS.III ......................................IIC14 I ...........IISEE MECHANICAL DRAWINGS. IINo: IIj,IIIProjectNo.: ProjectManager: TS Drawing IL IDUCTS RUN BETWEEN RAFTERS.IIz SEE MECHANICAL DRAWINGS.II---------------------------- .... ........... ....... .......... I0 ------ r IIIIIr I Issued on: 6 IY I" --- ------ .................. ...... ......................................... .............. .................................... ..................................................... ............. I18014 Team: DK, CB A-305 /9/2020 for F IPERMIT SET L).............. .......... ......... OWNERSHIP AND CONDITIONS OF USE: ................................................... ...............................................- I....................................... IDRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN DUCTS TO BE KEPT TIGHT . .......... T,7 ------- ITHE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER .................II ........... II __AUAINST WALL SO INTAKE PROJECTS OR PURPOSES OR BY ANY 0711ER PARTIES THAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE I ----------IIIIIAND EXHAUST DUCTS FIT SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF TIES DOCUMENT IS CONTINGENT III . ....... -------IItIUPON PAYMENT TO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE T171E ARCHI CT TE IIIUNDER RAFTERS. THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY II .....................IIIIIARCHITECT'S STATEMENT'S FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN IIIIIIIt.................... I............. 4 IWRITING WITHIN TEN(10)DAYS. REMAIN ING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT, I.......... IIII .......... THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS ............................................. ..................... ..................... IIIINCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- I1, . .........t ...................IIII.............. PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCfflTEC_r BEFORE PROCEEDING. E MA T �BAT�H .. EW SECTION AT SCREENED PORCH CHIMNEY THIS DRAWING IS COPYRIGHT. F1 EW SECTION AT MASTER GABLE L IO T 1�O�R F5 SS SCALE: 1/2" V-011 SCA E71/2� SCALE: 1/2" V-011 NOTE: DO NOT SCALE DRAWINGS 2 3 4 5 6 7 A ROOF CONSTRUCTIOND PRESSURE TREATED ALASKAN ROOF CONSTRUCTIONG YELLOW CEDAR SHINGLES,OVER ICE PRESSURE TREATED ALASKAN WATER SHIELD(T MIN.AT ALL YELLOW CEDAR SHINGLES,OVER ICE EAVES&VALLEYS),OVER 30# SATURATED BUILDING FELT,OVER ----------&WATER SHIELD(T MIN.AT ALL - - -- -- - - -- - 3/4"PLYWOOD SHEATHING 33'-10 1/4" - ----------- EAVES&VALLEYS),OVER 30# ROOF RIDGE_�_' I--, ..__­ __- -= -..=, -------------SATURATED BUILDING FELT,OVER ------------- r ..........- ......... ................ 33'-10 1/4 --------------- ..................... 3/4"PLYWOOD SHEATHING ............................. ......................... ............... ....................................... ...... ..... .......... ....................... ROOF RIDGE ............ ............... ................... ..........­...­­.......... ----------------- - ---------- ---- .......... ........ ............. ...................... ....................................... ..........................- .................... ----------- ................. .............­­...................................­­­­.-...................................... ...................... .............. ...... .......... ............................................ ............._­. - . .. ............................... ....... ....... ................... ......... ................. ................ .................. ---------- - - ­­­­. ___ __ __., -X__ ........... ---------- .......... ............. .......................... ROOF CONSTRUCTIONN .............................. -------- ............................................. .................................................... ....................... .........------ -- - - - - - - ................................ EPDM,OVER ICE&WATER SHIELD, ............ ............. ............... ...........................-----------­­-­­ ............ .......... ...........---------- T OVER 3/4"PLYWOOD SHEATHING ...... ........... .............. ................ ------- ......................... ............................................................. ROOF CONSTRUCTIOW ........................... ........ ........... ........................... ............ --------------------------- ................. ------ ................. 1 1 , I....................... ------------- PRESSURE TREATED ALASKAN ............. ............ ....................... ............... ................ .......... .............. YELLOW CEDAR SHINGLES,OVER ICE .............. &WATER SHIELD(3-MIN.AT ALL .......... 1/4:12 SLOPE_W. , ­­ I -11-1 - * -*I'-___­------- ............... ........... .........------ ............................... PAINTED WOOD TRIM,TYPICAL ........ ........ .......... EAVES&VALLEYS),OVER 30# --------- ........... ............. 30'-10 1/2" A X X X SATURATED BUILDING FELT,OVER ............................................................ ........ .......... .................. EAVE HEIGHT ...................... ...................... ................. ............. 3/4"PLYWOOD SHEATHING .............. ..................... .......... WALL CONSTRUMON: ------------- T, .............. ............ ............................................... ....... .................. ............... ----------- ALASKAN YELLOW CEDAR SHINGLES, .. ......... ................. ................ .......... ............... 666 OVER 15# BUILDING PAPER,OVER _W0 .. ............. I I I - _ PAJNTED TRIM! ------------......... TYPICAL ........... .......... 5/8"PLYWOOD 1/2"GWB OVER -------------- ------------ ................ f. ........ ....... ........ ......... '11/2"PLYWOOD ............... T7 ............------- ........... ...................... .......... .................................. ................. ................ ----------------........... ............................................................------------ R 1-................. .......... ................... ............ I'll�., 2 ....................... .................. -402.V ----------------- .............. ............. ................ xl� ....................................... ........... ........---------- WINDOW-REFER TO SCHEDULE ....................................... ........................... . .. .................... .......... -­-------- ........ ...................................... ................. ..................................................................ROOF CONSTRUCTION& ............. ............. ----­--------.................. ........ ................... .......................... f PRESSURE TREATED ALASKAN TYPICAL ROOF STRUCTUR PAINTED WOOD TRIM, E ......------------..---YELLOW CEDAR SHINGLES,OVER ICE 'BEYOND ....................................... ........... .......... ............. WATER SHIELD(T MIN.AT ALL PAINTED WOOD TRIM,TYPICAL ............................ ............----------.EAVES&VALLEYS),OVER 30# .................... ..................... ................ TURATED BUILDING FELT,OVER ................ ........... ............ .......... ...... . ............... --- ------------- ............................. .............. PLYWOOD SHEATHING ....................................... ..................... WALL CONSTRUCTIONN ............... ---------- .................... NO FINISH ALASKAN YELLOW CEDAR SHINGLES, --------- ................... ........................... ................ -WINDOW-REFER TO SCHEDULE SURFACES IN ................... .............. ................................. .......... 12" OVER 15#BUILDING PAPER,OVER ANICAL AR + 5/8"PLYWOOD ...... MECH GWB OVER .......... ROOF CONSTRUCTIONs ....................... ........................ ................. . ........ f NO FINISH 1/2"PLYWOOD .... .................. ------- ........... Z.C.C.SOLDERED FLAT SEAM ROOF, .............. ............................................. ........... ................................. VER METAL UNDERLAYMENT,OVER SURFACESIN .......... ........... -3/4"PLYWOOD SHEATHING ...................... --------ICAL AR 3/4"FINISH FLOOR .................... ................. MECHAN ATTIC GABLE WALL CANTILEVERS, CANTILEVERFLOOR JOISTS,PROVIDE .... ...... ........................................................ ........................... ........................... ............ �(2)LAYERS 3/4" .......... ............__­.......... ------- ATTIC GABLE WALL CANTILLWERS, SQUASH BLOCKING AS REQUIRED ................... .............. ...................................... ....................... ................ ------------ T, PLYWOOD ............. ................ .................. ................................... ......... NTILEVER FLOOR JOISTS,PROVIDE--.,---,,.. �k -2 1/4" SQUASH BLOCKING AS REQUIRED 22' 22'-2 1/4",34 T.o.ATTIC SUBFLOOR ----------- .................. FT.O.ATTIC SUBFLOOR ............... ........... .............. R 4'-4t' LAI :12 ...... .......... ............... -2 1/4' 22' 2 1/4' A A SLOPE, k22' 12 SLOPE ............ ATTIC SUBFLOOR .........r T.0 Ln 21'-7 5/8' ............. R 4"All .......... .......... ...................................... .......... .......... .............. T.O.EAVE TRIM@ STAIR NTED WOOD TRIM,TYPICAL ---------- T .......................... ..................................... .......... 20'-10" M,TYPICAL T T.O.EAVE TRIM @ 2ND FLOOR ................ ............... ------ AINTED WOOD TRI ............... --i . ................ ......-- .......... .....................................................­­­_...... ---­----------------- 20'- PAINTED WOOD TRIM,TYPICAL 20'-4 3/4" ................. ........................................... �4TO E oil E TRIM @ 2ND FLOOR ............. ............. WINDOW DATUM @ STAIR 19'-7 1/8",;� 1/2"GWB OVER ....................................... ................... ....................... ................... ------------------1/2"GW WINDOW DATUM B OVER @ 2ND FLOOR I' .................... ...................... 1/2"PLYWOOD /2" 1 PLYWOOD ........... 1/2"GWB OVER OL 19'-7 1/8 ........................................... 1/2"PLYWOO -----­------ ....... D WINDOW DATUM @ 2ND FLOOR PAINTED TONGUE AND GROOVE fD2 -402. ...... ............. PAINTED TONGUE AND GROOVE SOFFIT ............. - _SOFFIT .............. ..... ................ ...... ........... ..................... D]k ....................... D5 ......................... .. ............. ........... ................. .......... ............ -402. NLASKAN ---------- WINDOW-REFER TO SCHEDULE ---------- .......................... ........... ........................... ......................... ....... GLES,OVER ICE ................. ........................ ............. MIN.AT ALL .......... ........ ....................................... ----------__................ ............... WINDOW-REFER TO SCHEDULE .......---------- VER 30# ............. 3 FELT,OVER ....................... ............ ............ ........... ----------- .......... ....... ............... ............... ............ ...................... lf9 rHING ............ .................. ------------ ...................... ...... .................... ........... ............ ............... ............... . ........................... ....................... ... ........................ .......... ...................... ---------- ....................... .......... 14'-6 3/8" ...................... ............ ..................... ROOF RIDGE', ............... ........... ------------- .............. ---------..... FS ------- .......... .......... -402............... -WINDOW-REFER TO SCHEDULE .......... .......... ... ............. ..................... ........... ...................... ................ ............ ............................. ... .............. ------------- .......................... ................................... if 1,TYPICAL ................ .................. .......... .......... ........................ 3/4"FINISH FLOOR ................................... ---------------------- 3/4"FINISH FLOO ...................................... .............. ............... ........... .. ................... ............ ............... 3/4"FINISH FLOOK ......................... . ................ ............. (2)LAYERS 3/4" ------- ........................... ............ .............................. ............................ ............... ---------- . ...... ........... ............. ................................... .............. ........... ........ ............. ............ (2)LAYERS 3/ ............................ ................. . ............... ...... PLYWOOD ...................... .............. ........ ............-------- ...... ......... ........... /4" PLYWOOD (2)LAYERS 3 ............... ............ ................ SUBFLOOR ................ .....................: , :: 1 1 !I T:i­............------ ................. ........... .......... PLYWOOD SUBFLOOR ...... R T- ................... 11'-7 1/8" ............. ............... UBFLOOR ... .......7 1/8" ...... ........... .................SUBFLOOR T.O.2ND S ....... ............. I V-0 1/2" 11'-7 7 LEA,/ T.O_2ND SUBFLOOR ZIM @ IST FLOOR .... ...... ------------------- ................ I y ........................ -0 1/2" ............... ...................... ............. ............................. .......... T.O.2ND SUBFLOOR ............ ................................. ............. ........... T.O.EAVE TRIM @ IST FLOOR ............................ ................ .............. .............Y' y -7 1/4", CJ... .......... 9 PAINTED WOOD TRIM,TYPICAL UM @ 1ST FLOOR' ............. J,9'-7 1/4" GWB OVER 1/2' ................. -------------- WINDOW DATUM @ 1ST FLOOR D 1/2"PLYWOOD :1/2"GWB OVER ............................... ...................... ........... \\�1/2"GWB OVER C1 /2"PLYWOOD .......... .................... ...........--------- ............................. ....... .............................. ............. -402. 1/2"PLYWOOD ............ .......... ------------- D I ............ .................. ................... ............. ...... ............. ............. .. ............... .......... .............. .................. 97 ................ ............................... ........ .................... . ......... ..................................... L ................................................ ........... . .................. ...................... .......... ................. ...................................... ................................. ................. --------- .......... ............. DOOR-REFER TO SCHEDULE WINDOW-REFER TO SCHEDULE -7 9 ...... ........................T .... ....... .......... ........................... ...... ........... ............. ........... ............. I WALL CONSTRUMOM ........... .......... STONE-(TO BE DETERMINED)WITH WALL CONSTRUCMON: LAVANIZED METAL ADJUSTABLE STONE-(TO BE DETERMINED)WITH .......... . .............. CONSTRUCTIONs TIES @ 2 SF O.C.,STAGGERED, ........ ............. ALASKAN YELLOW CEDAR SHINGLES, 6/9/2020 GLAVANIZED METAL ADJUSTABLE TYPICAL 1/2"GWB OVER PERMIT SET TIES @ 2 SF O.C.,STAGGERED, ........ ;OVER 15# BUILDING PAPER,OVER T_ TYPICAL R 1/2"PLYWOOD 1/2"GWB OVE I; PLYWOOD (INCLUDES REV.4 1/2"PLYWOOD 1/13/2020 CONTRACTSET BUBBLES) 3/4"FINISH FLOOR 3/4"FINISH FLOOR ....................------- REV.4:VARIOUS REVISIONS(SITE-2,SITE-5,SITE-6. ............ ............ ............ SITE-7,A-100,A-10 1,A-102,A-103,A-104,A-20 1,A-202,A- .42"Y 3/4"FINISH FLOOR 1/13/2020 (2)LAYERS 3/4" BLUESTONE PATIO AND STEPS OVER (2)LAYERS 3/4" Z4� !if PLYWOOD /4" i�WALL CONSTRUCTION: INT F1 (2)LAYERS 3 203,A-204,A-301,A-302,A-303,A-304,A-401.1,A-401.3,A- MORTAR OVER CONCRETE SLAB PLYWOOD STONE-(TO BE DETERMINED)WITH SUBFLOOR -402. 1 SUBFLOOR 401.4,A-402.1,A-402.3,A-404.1,A-600.1,A-600.2,A-600.3, - i PLYWOOD _--�-GLAVANIZED METAL ADJUSTABLE SUBFLOO A-80 1,A-802,A-803,S 100,S-10 1,S-102,S-103,S-105,S-2, 011,34 R TIES @ 2 SF O.C.,STAGGERED, ARCH: .29'+" 7Z Z_ ................................ ... ............... E-10 1,E-102,E-103) ....................... .............. .................... .. ............... CIVIL:11.63' 1. TYPICAL ............ ............ 7' INT ................. ........................ ................................ ........... .......... 10/16/2019 ................ ................ T.O.IST SUBFLOOR 7 .......... REV 3:POOL FENCE,GUTTERS,ADDITIONAL NOTES' (F03,A-104,A-20 1,A-202,A-203,A-204,A-30 1,A-302,A- /3\ ........................................ A AIA '\(I\ A y CIVIL:11.63' ............ 303,A-304,A-305,A401.1,A-401.2,A-401.3,A-401.4,A- Y y ARCH: 0" CIVIL:11.63' 402.1,A-402.2,A-402.3,A402.4,A-402.5) T.O.IST SUBFLOOR ............... T.O.1ST SUBF J,ARCH:0" .......... ... ............ (2" LO IC , A r E =........ ------ ... .......... 92'� LOOR INT .............................................. ........... 09/20/2019 BID SET . ............. .0 ............... 6-- DATE ISSUED FOR tc V AKCH: CIVIL. STRUC1101111, \ CIVIL:9.63 EXISTING AVERAGE GRADE Austin Patterson Disston PLACE REINFORCED EXISTING AVERAGE GRADE ONCRETE FOUNDATION WALL .,WALL CONSTRUCrIONs -IN-PLACE REINFORCED NCRETE FOUNDATION WALL CAST-IN-PLACE REINFORCED Architects CONCRETE FOUNDATION WALL >/ 376 Pcquot Avenue,PO Box 61,Southport,CT 06890(203)2554031,fax(203)254-1390 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 ISTRUCTIOND apdarchitects.com LOOR CO y 77 4 POUKIZU CONCRETE RAT SLAB 7�­2"POURED CONCRETE RAT SLAB OTIN L ARCH: CAGNAZZI RESIDENCE T.O.CRAWL SPACE StA,3 CIVIL:5.71' 12700 NEW SUFFOLK AVENUF, CUTCHOGUE,NEW YORK, 11935 > >/ CIVIL:5.71' WL SPACE SLAB CRAWL SPACE SLAB Drawing Title: > < WALL SECTIONS Project No.: P roject Manager: TS Drawing No: 18014 Team: DK, CB 1<1 A-40 1 . 1 Issued on: 6/9/2020 for F PERMIT SET < OWNERSHIP AND CONDITIONS OF USE: N DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE�ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIESTHAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE ECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY SP WNE CT IN < ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE 0 R ADVISE THE ARCHITE riON AT FRONT DOOR WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEMN RECEIPT. 1-011 WALL SECTION AT MAIN STAIR THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- F3 WALL SECTION AT KITCHEN PAYMENT CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE I I SCALE: 1/2" V-011 F5 WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCH]TECT BEFORE SCALE: 1/2 1 -011 PROCEEDING. THIS DRAWING IS COPYRIGHT. NOTE: DO NOT SCALE DRAWINGS - . ---- 1 21 3 4 5 1 6 1 17 . A ROOF CONSTRUCTION: PRESSURE TREATED ALASKAN ROOF CONSTRUCTION: YELLOW CEDAR SHINGLES,OVER ICE PRESSURE TREATED ALASKAN &WATER SHIELD(3'MIN.AT ALL YELLOW CEDAR SHINGLES,OVER ICE EAVES&VALLEYS),OVER 30# ROOF CONSTRUCTION: &WATER SHIELD(3'MIN.AT ALL SATURATED BUILDING FELT,OVER PRESSURE TREATED ALASKAN EAVES&VALLEYS),OVER 30# 3/4"PLYWOOD SHEATHING YELLOW CEDAR SHINGLES,OVER ICE SATURATED BUILDING FELT,OVER &WATER SHIELD(3'MIN.AT ALL 3/4"PLYWOOD SHEATHING EAVES&VALLEYS),OVER 30# 33'-10 1/4",, SATURATED BUILDING FELT,OVER ROOF RIDGE . ...... PLYWOOD ---- --------------------------- — ----------- — ------ - --- O,3 - 1/4' . ..... N, ' <x x ✓. . , 'r; , . ;< x r, x a / G ......._.._..._------------_____...._._..._._.._.........----�. _____._.........--------------:--..---......-_-..... .._ _.. c._ --� �..-.__� -- --- ROOF RIDGE . 3 4" ry :! _..... _ _........_'_._....__......_._....__.._......_.._ ..__._..._...._____...-._._.__._._-_ ___.._.___._... _.... ... ,__.._____.._.._...__._..._...._.__...__.-......._- _ _-.-_ __-__ __ _ ♦ - ... ._..___.___..-_._..____.._......__... ._.... ...................... .................._..,_.....__......_....._..............._I...._... -__ '/.._.._._." __ ._______..........:._..._...._._._..._______..__._.__._--............................... _ _ _.f....l.Y 11� :; ROOF CONSTRUCTION: _............_......-._... - ._.._.._..._._.._........._......... - _._.__._.........__-. ._..__ ...._.....,._._._._._._.,.__..... ......_._...........--_._.... - ----.. .... - _-- �_......._....._...—� -! EPDM,OVER ICE&WATER SHIELD L.....--..---.-- ----------.._. __. - _...._._._..._ ._ ._..._._........._.......__._....._...._.__ ----_......__.._....................__.... i ! I I I OVER 3/4 PLYWOOD SHEATHING -. _. __ ._._...__.._...._.._.._.. - - - - - - - - - - - - PAINTED WOOD TRIM,TYPICAL - ----.............._...... - _ --- _.._..-._.1.._......._. I . : - ......_.....__---- --------------.'--'- -' _____- j I _ _........ -- -....__.......-...._.----....._...._._......._...._,...-...-._ ...-- - . !._ : �._-........__........__... .........._.__._.......__.._............,.._ 1 Y I 1 -t..._......_.._...-_-_---_,.. --------.............................. ....'--'--' .... . :" f' Ji : . .. ( J ,_._I ; - I >_� ---- -- ._...- ____-_-.-----__ ..,.-...._..._...I........_..._...__�_.... .................---- ....._._....._..._........ - i f .......1 ' I 1 u 1 4:12 SLOPE 'I, ,�+ - - . .--.._-._.._........_.. -- r' •1 1 � 30 1012 .._...._. _-.._..___._.......:......._.. .. _ .r(�" �J ,�`. �.�).T T`� I,T,i; �� .- - - -- ---- - -- - - - - - --- - - -- - - - - - - - l -......_. --- - — - — ---- ..... r �., j i PAINTED WOOD TRI TYPICAL EAVE HEIGHT M,TY _. �._.__. 9 „X r, x„x r,>,. . ti _...__ S.l 1`S ��Tj J 7.�. , _. WALL CONSTRUCTION: L.i..' 1 j : f _.._.. . ( �.rx . >� i -1 .� ._--._......____... ............... �,7,1 ALASKAN YELLOW CEDAR SHINGLES '..._. ! _ IY: . WALL CONSTRUCTIO _ Y ; J 1 ;-. PAINTED WOOD TRIM TYPICAL _._.__.__ ._..__.-......__........_._.............-----.._... .... .__.---_-.. OVER 15#BUILDING PAPER,OVER + I "` {..___._..._-_________-. -____....____. -.__.__.._ _..___._.._._._,___.__.__. ;J ; : ALASKAN YELLOW CEDAR SHINGLES, ( ......__---._-------........._._..__....._.........._...__._.__....._.....-.._.__.._.,--..___-- t 1/211 GW VE + OVER 15#BUILDING PAPER,OVER 5/8"PLYWOOD i . l —..-..... .._..f __..... -- -- -........ B O R : / �...._._..__,._.._.._...._._. ---... I (, ,'. 5 8' PLYWOOD !_ Y"` _ !......_...__._..... 1/2"PLYWOOD i/2 GWB OVER -� R 1'-101/a. :,t,l _.._...__, / i... . . PLYWOOD `-. I' °,<:' ' A\h 1\ , ,`, ,' > DOOR-REFER TO SCHEDULE _....._...._..- -...__... ..... _ ,_.__............__._.........__..._._....._.._.._.._.._._....._........__._.._.^ I 1 c I...., ' Y Y Y ` ` " v I\y Y` I //I I n 1 i t i'I '`' ^_s.,,,`.,.C_(✓(- -I_l p,t\�- _^,.✓\_"_E( _,, _...........__..._—_._.._____--..._.._....._.... _.. .....—_—__________-___-_" / / / 1 R 1�'ipi�a" B 27 10 1/4 .� , .: -, _..__._..-..........._.. .__.,_..._.........-_....._..__..............._...._I...._......__ --_.._._-..................._....... I01j —- - :I`• , WINDOW DATUM@ATTIC 'i , _...__.............__...._._... ---------1.111 _111.._._1..._...._....-. j / �'_ _ _ !.._'.. : 27' 10 1 4" I RAILING: PAINTED WOOD TRIM, --,—.___ _...._..__._ ...._...........-......----_._._......_.__._.._._ >;I`l I; '' WINDOW DATUM ATTIC TYPICAL / @ I - _11.11_...._......_1111.-- ! : ----- : 12 ( // / I _ i ; i I PLANK CEILING ...____.--..._...._._--_._........_.._............._...._._.....__..._.__....._....... __ ,_. j I I.. 1 1 ! S / PAINTED WOOD TRIM,TYPICAL FLOOR CONSTRUCTION: __1.111..___ _ / / ROOF STRUCTURE //. �.... ! ! (I 5/4"X 4"IPE DECKING OVER ---111_-1_-- - _ PAINTED WOOD TRI PICAL . !' _11,11.. --.. .. - _- -... f/// ND ` M,TY :', 1 I I : CONCEALED SLEEPERS&EPDM _1111._-- r,, j BEYOND f! ; I ROOFING /FASTENERS -- 7'//!_ .. i - ! ....__ . ! j CEILING I ! - -- - - - --_- / I' I. i� ' ! ..----'----..._ ._ jii r BUILT-IN CHASE ! : WINDOW-REFER TO SCHEDULE ,_. ,, ! I 1 SLOPES a / --..___ _...__ _ .._. ...._._..._......_�. /i/ --- FOR DUCTS i I' : _ ...........:._..._._......._.__......._.._..__.._I......-�__._.__.. .....__._._.:_.._.___,.: ROOF CONSTRUCTION: - �/_ / WINDOW-REFER TO SCHEDULE : ----._...._............_..........._._.._..---..._._..__....._...._........_._._... --a PRESSURE TREATED ALASKAN ---_- _ rr::::a'..........___--/----- j j I _11;11..--"---------- - -- - ...._..I.. __...._._.....I 1 -----------�_:.:::;!... ...... / 3/4 FINISH FLOOR _! YELLOW AR SHINGLES,OVER ICE _.._._........_.._._._...._.._........_..........._.._.._ ; 'i ! / _ / Itl + 1 ' ! &WATER SHIELD(3'MIN.AT ALL -7--f - -- 1/2 GWB OVER 1 I i _1.111._. --.1.1.11... (2)1LA 3/4t + L' ' : EAVES&VALLEYS),OVER 30# i /i I - __ _ _ C --,1 YERS ' . { _- / 1/2"PLYWOOD I : I I I i TU ELT,OVER I -- l..._.._, [1 j o --- - III SA RATED BUILDING F SUBF OOR I ! I i i 3/4"PLYWOOD SHEATHING I 1.... - 3/4 FINISH FLOOR ALASKAN YELLOW CEDAR SHINGLES, !-- : __ _._.. _... __-___.._.____ _ -� I: r I _. 1 1 i - ALASKAN YELLOW CEDAR SHINGLES _. OVER 15#BUILDING PAPER,OVER P : . r r PLANK WALLS I j.._....._......�..__...__................. - , �. _ (2)1LAYERS / j _._...._.......__... .............. r ER 15#BUILDING PAPER OVER 5/8"PLYWOOD I� I __..1._................. PLYWOOD ' g -- {' vl -; ' I UILT-IN YANKEE GUTTER W H °I " ' ! jl,�V /8"PLYWOOD IT I Il:: 3 4"---..._.........,_._..-..--. - UBFLOOR _..._.. -..:,-t__ _,� :22'-2 1 4" �- I.......-..:_.._......_..._.._._._._....-_1- --.__.._....._....._...u._... t tI Z.C.C. FLASHING-TO FIT WITHIN (.—_---- -'- - '.� . .. __1_1_1_1.._ V / _ — ,. I 22 21411 T.O.ATTIC suBFLooR 1 - - - - - - - - - . ----- -— - — - — - — -— -—ONE COURSE OF SHINGLES -— } EILI -- 22'-2 1 4 ....1111.._._ - .._._._.__. . , - - ; R 4-4 ;a;, ,,,,< T.O.ATTIC SUBFLOOR -� —- - n F F �. ', �T.O.ATTICSUBFLOORATTIC GABLE WALL CANTILEVERS, j,}.; I _ J 1 Irl t ) Y X�\y Y,. ', , ., s r. :y' i', R 4'-411 F I �...._ ...- .' „ . h l_ X,_ , (, ..�_ ..f.'..�'-j.�.:i< K ' /,` ATTIC GABLE WALL CANTILEVERS SEE STRUCTURAL PLANS r k k D4 XXx;t''�'k^{ n --- u zI..-�..-"-.-...�.�.��.-..".-..-.-..-.-�.-..�.�,���..� _.. . r- ;' ; x,, ;X (_,t�X;_i_'t I _ x J" STS,PROVIDE - - - - ---- -- - - -402. k ;r• I I ., x, ;.• --CA R FLOOR JOI ROVI _ ^ CANTILEVER _,., , 20'-10" _ ------ - __ BLOCKING AS REQUIRED T.O.EAVE TRIM @ 2ND FLOOR "' - 1/2"GWB OVER 20'-10" v `' - - — - — - —-—-—- — -— I SQUASH B OC E 1/211 PLYWOOD T.O.EAVE TRIM @ 2ND FLOOR 1 "' T 0 EAVE TRIM ND FLOOR - 2 ft;;,; (, PAINTED WOOD TRIM,TYPICAL ,�_ r. ......... I PAINTED WOOD TRIM,TYPICAL _ _............_._..............._............... .._.............. r - _ PAINTED WOOD TRIM,TYPICAL 19'-7 1/8".I. _ _ _ __ _ N 19'-7 1 8- - I ; ,i I __ < WINDOW DATUM @ 2ND FLOOR WINDOW DATUM @ 2ND FL ORT I I - — -— — PAINTED TONGUE AND GROOVE \ - - -- -- - / PLANK CEILING 1/2"GWB OVER _ x,19'-7 1/8" + PAINTED TONGUE AND GROOVES 1/2"PLYWOOD t' WINDOW DATUM @ 2ND FLOOR G, SOFFIT CANTILEVERED BEAMS + j PAINTED TONGUE AND GROOVE 1 TO SUPPORT ATTIC SOFFIT j I, + I Itli GABLE,SEE ! 1/2"GWB OVER ( ! SOFFIT ! 1/2"PLYWOOD f DOOR-REFER TO SCHEDULE 'r ' WINDOW-REFER TO SCHEDULE ;.Is STRUCTURAL PLANS DOOR-REFER TO SCHEDULE . j1. ; rl FLOOR CONSTRUCTION: I I' , l FLOOR CONSTRUCTION: FLOOR CONSTRUCTION: 5/4"X 4"IPE DECKING OVER 5/4"X 4"IPE DECKING OVER '� I 5/4"X 4"IPE DECKING OVER CONCEALED SLEEPERS&EPDM CONCEALED SLEEPERS&EPDM -� j CONCEALED SLEEPERS&EPDM ROOFING W/FASTENERS j I ROOFING W/FASTENERS I i. _ ROOFING W/FASTENERS 0 0 PAINTED WOOD TRIM,TYPICAL - WALL CONSTRUCTION: PAINTED WOOD TRIM,TYPICAL WALL CONSTRUCTION: CA °i PAINTED WOOD TRIM,TYPICAL ALASKAN YELLOW CEDAR SHINGLES, ALASKAN YELLOW CEDAR SHINGLES " � ; ; j WALL CONSTRUCTION: ROOF CONSTRUCTION: OVER 15#BUILDING PAPER,OVER ! , `; 1 i 1 ALASKAN YELLOW CEDAR SHINGLES, ROOF CONSTRUCTION: - ---- - - - - -------OVER 15#BUILDING PAPER,OVER I OVER 15#BUILDING PAPER,OVER PRESSURE TREATED ALASKAN --5/8"PLYWOOD ! PRESSURE TREATED ALASKAN 5/8",PLYWOOD ; ROOF CONSTRUCTION: YELLOW CEDAR SHINGLES OVER ICE -... :. ...___.- ......__'. .__.......__-______-_ _1.1___71 - _._ .._ .. . ...._ . . __..- --_.__--- ---__ --_.-_ t 5/8"PLYWOOD . YELLOW CEDAR SHINGLES,OVER ICE _- `' - .*.. '_____ - -- . - ( ---' -- _-'_-- . _ __ _ D ALASKAN PRESSURE SU E TREATE I ..__._..._._..._._..._......_ ........_._._...._...._.........�11 --: - _ _ .. 1111_ . - _ 1 — --- 1111 t - ----- --- _-::.:._._:..._ _:._-.. - - _......__..._......::__: :_.__:...._-::::::......:...::::::::..::..._.::.-:::::::........::..._ &WATER SHIELD(3 MIN.AT ALL , I _ _ &WATER SHIELD 3 MIN.AT ALL -- --- 1 _...._.._.._........_..___._.____ ._._._._.._.....____........._.__- = ______ ___-- . , - YELLOW CEDAR SHINGLES,OVER ICE EAVES&VALLEYS OVER 30# ;---- --- _.___-__._ ...- _.. - . .. .-..... __111_..._..1 �_ __ - .----.-..--. )� l EAVES&VALLEYS),OVER 30# - ---------- 1 ,'i &WATER SHIELD(3'MIN.AT ALL Ii.SATURATED BUILDING FELT,OVER _..___-,' ' �___.__ _ _ -.____ __ _ ..__; SATURATED BUILDING FELT,OVER _ I _.____ — --- - EAVES&VALLEYS) OVER 30# 3/4"PLYWOOD SHEATHING /' ! 3/4"PLYWOOD SHEATHING /�/! ��— __._-.-- - -_-__-- -- ____ �I -::.............__ -1111... _```\ _`,` SATURATED BUILDING FELT OVER -- ... _ ...1111 '--' , 71 I .--' .. -._.._- -1.111..--._ 1:11 t ! �, 3/411 PLYWOOD SHEATHING ---1111.. - ' - / in ; 3/4"FINISH FLOOR / I �; o \ --. .. _ .. _ , -''= ._.__............_. _.....__.._...._..._.._.._..� I I / ;. th --.......... . ..._... V? 3/4 FINISH FLOOR 3 4"FINISH FLOOR 1. ,. - --- \ 11'-7 1/8"J� _. --_...--_...._........__...__......-'---..............__..._._.........._......._._.._..._...._...._..._... 1._... _..:.__.._.._..........__ - - - / M 11 ,�.,.._r�:—_�....>.u.�-..�.u...a.:_�_.:__._.1111 ... T.O.2ND SUBFLOOR ,.........- _1111_._. 1111...--.(2)LAYERS 3/4 _.......... 1111._1111 _. /, I ._--- --------- - -----"- -- -- i' x,11 7 1/8 K-. _11.11.., - _ ... .._ ...__:.. - ._._ T.O.2ND SU oOR (2)LAYERS 3/4 - -'----. _1__111._..---......._.._ 2 LAYERS 3 4" ---- -- --.. 1111.. --- a ., i PLYWOOD 1 ! -4 ........1............ ..._.._._"-I-._. ._.. 1111----- ...._.... ---- _... .._.._.._ --- ---'-' -- I .f - - ..__. .. ---1.111.. / `j --.._-_ 11 11. ..---' .....___..._.._-- -- ... _. � .. - - ----.. - ..... _....--- - \=!-� T.O.2ND SUBFLOOR Z.C.C.LINED PLANTER BOX ' SUBFLOOR Z.C.C. LINED PLANTER BOX 11 PLYWOOD M PLYWOOD -­111 •1` —I R 8'-0" --_ .....__"-.. ------ 8'_O' X '� . .... I - -SUBFLOOR --------- ----------- '' - _../:Z C =-. - _— _ - .. ...... ---- ..._.... ......: -------. . ;` - - _ C. D PLANTER BOX _ - -- _-..-......._..._ .-- -- -- --- _--- ------ - - - --- - 1111..._ ... 1111.-f--'-�1/4:12SLOP r '� -- - - 1111 .. _ _.. - — - R I SUBFLOOR t n 1111_—_ ......... - ", X•;>;f. ,Y ,` a. ' � SLO _..-_ _.. ----- -___-_ -.-.� -+._ ..,p•; , •,'�',� 14.12 Y 'i , II LINE 11 0 1 2 ._.;;;;;7..;;; t t „ , .,,, , , , , , f • . �, - . X > , —f . ., , , , , ( , r , . „„ , - - - l. K ,/ `/` .' .` '. ..,>•\i, i\ - 1111__. _: - _:- X <� ,a , FX. , 11 012 aAI . _ a , . r..,,., 1* k'1 1.. � > ,, ,, XX , al.,, , . x,<F :/,, ,v _. r.�..n_. tJ� X �., l 1 i `i ) / `I - _' -* 7 - T.O.EAVE TRIM @ 1ST FLOOR Y. ...; f i 1- - - \� _ _ Y - - - - - - - - - - -,�_.,_...Y..,�..n_r-J 11'-0 1 2 1r X r, X v,> T.O.EAVE TRIM @ ST FLOOR - _ _ / • / <X`:'Y,'r •i '! :X' �•i X, r ,I `i' Xk n - FLOOR : : I R ,w a' `/ „ ;<' y _ _..._ _ 1111 00 1 ' '��•*---,-�-*'} I . , T.O.T O EAVE TRIM @ 1ST PAINTED WOOD TRIM,TYPICAL ! ! i i l --) - -.:.__-- --, : ' in -.. ,,, j 1 ;:: .._ .._ .. .. ___.. � 9'-7 i/4t1 - - - - 9'- 1/4" I - _11.11 ---- - — — - _.. .,___..,.....�.,...___.-.,___ - -—-— -- _— - _ _,� _- _. __ _ __ _.— - --- - ... ---- WINDOW DATUM @ 1ST FLOOR _. ,•; _.. _--- ----- .. - _ - - T_:.,: JI 9'-7 1/411 ----- ..- _.. WINDOW DATUM @ 1ST --- --- - "` - _._—_ - O ----- ' - - - .. __ -. 1 : i I! : ! ;; -' ti Li -- --- -.. 2:.ti I ` •-- - --- ---- - - - ------ WINDOW WD FL OOR !; PAINTED SPACED + - -- -- - - -- -,-I— ---- - i tl: : =----- DO DATUM @ 1ST FLOOR CJ1 PAINTED WOOD TRIM,TYPICAL : ! l 1' I I i PAINTED SPACED 1 - .-� ; I I BOARD CEILING i i I i': i: i O J i I 1 1 ! i I BOARD CEILING I PAINTED WOOD TRIM,TYPICAL N I i' --- I ' --- - .._.-..-- , -- _... .__-__. Fl 1 PAINTED TONGUE AND GROOVE _ __11,11. _ �.__. M._.-.. __._._. _ I I I -.. .__ __..._ _1111,. _ ---�m_,.-1111., I -- -1111- - -- - — - - i i _� ._.__.._....... __...-----.-.__......_.._........_...---'--'-- ...............- __--- .............._....._; ; : -402. - I L_.- .. f _ ..__.__........_...............-_.......____ ...........__ ._.._...------'------'-'-- ' _-._.....__._. .-.- .. I I -.__....__.._.__....._......_................... 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O I -INSIDE COLUMN-TO BE , -INSIDE COLUMN-TO BE -A'\ ` \ f % ! <' . ' 0o DASHED LINE INDICATES DRAIN PIPE , 1 `l \ < \ m r 3 _ CONNECTED TO STORM WATER I ; CONNECTED TO STORM WATER \ \ / j i p - � INSIDE COLUMN-TO BE , , / /. /' ; L� < i \, 1 SYSTEM SYSTEM ✓ \' 111 i I N / �•,� .- CONNECTED TO STORM WATER i'. / +. .�' N I - r` f •�. `\ t P. ao x 1 �. SYSTEM I \ / i , f I O I I � III I \ /% A. .. / .\ / \ \ 1 / % it I o / / :, \ ,I I j � U I / \ DOOR-REFER TO SCHEDULE -4 \ i / I I /` I i; I / < v` !�/ / \ I I \ \ !: / til �, / ! / . I I '\ / \ <11 1 , /\ t I I I I ! II I ./ \ / . U BLUESTONE PATIO AND STEPS OVER I I I 1 1 <' V] " ✓ ; iL:__. I I , /,•�,/ 'III '\ /' \:: MORTAR OVER CONCRETE SLAB ! 1 ` I, 1 3/4"FINISH FLOOR \ /. :'`: BLUESTONE PATIO AND STEPS OVER .14 MORTAR OVER CONCRETE SLAB ARCH 0" '\ \ " 1 1 1 r';\ li \ (2)LAYERS 3/4" III I \ ARCH: 0 t 1 , BLUESTONE PATIO AND STEPS OVER / I I 6/9/202 CIVIL:11.63' T � ,' \- PLYW \ ARCH o" RMIT SET � / ! 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WALL C '\ / -\ ONSTRUCTI i ,\ �EXI N V ON: ,\ '�\ `\ STI G A ERAGE GRADE U \1�1i \' // \' \ v i \ r' CAST-IN '\ '\• i r PLACE REINFORCED \• FaORCED / ONSTRUCTION• / \' \> CONCRETEN \'> / I FOUNDATION NWA 0 LL "\• `� i - N / / STI PLACER IN \ m E FORCED Architects \ �\ W \ I• M I \' C /' \' o / ON R / C ETE FOUNDATI N !: 0 WALL \ -1 Y D J `\ I t � I '\' I - / 376 Pe not Avenue,/ \,� a ue P Box t '`\ O o 6 Southport, - CT 06890 20 4 - /` \ 3 255 031 ax 20 4 v 2 POURED N \ 3 25 1390 OU CONCRETE RAT �/ , `\ \ SLAB 9 , i /\ P c ) L. ,J ( /' '� Dt ,� D f / \ I ' \- i 4 e Street P B /: "\ .D. / O ox 1707 uo ue NY 119 - - O � '\� \ "_\\ �\,. ` ,' ,�•' • •D / \% \ : \\ ,' , '\ ,' Q g ,Q g 59(631)653 1481,fax(631)653 6605 \ i \ / % \: r \ i` 'l `� P da ch tects.com 4-4 1 `i / \ \ Dl ''\' \ I 1 \\ �' \` 02. `v / / f / ;� 'may �; I / ,r\ \ \ '1\ 1 � � \ / \ \ / i / \ / \ \` r \r \' \' / 1 11 `/ � / CA GNAZZI RE `.' i SIDE CH -11 N E i; 5 `\' \ / d- i < �J _�. Jr /. / CML:5.71' .�- 1 \• \•' �' 2700 NEW �\ i SUFFOLK AVENUE,CUTCH \• OGUE NEWYORK,`; � i" 935 < /, , \ \' NUE, 0 \ \ / D \ e T.O.CRAWL PA LA . . . . 1­4i` SPACE B \ "\:" N '\ \ \,r i C \ \' \' \ r� l r \ / i \/ Drawing Title: -% \ g / \ \ \ D211 \ i \: i ; j. < \ 02. ';` \Y WALL \` ETI \ S C ON \ \ \ V '/ \ / \.. r Y i N \/ \ �r \ r i s \ f \ O / \ / i� / 'i \ \ / `\ "\ \ Project o'ect N \ \'' Manager:�: \ \' �' . TS ', \\'• DrawingN J�. g \ \ Y /' / / / '� \' �� 8014 �' / \� \.' Team:j" \ Y \ \ , I \ ,. A-401 .2 � r r\ i �\' % i r \ ''i / �, '\ f. \ / \' Y V / �' / < `\ r ;' sued on:\' \ 6/9/2020 / � '. for \' `r` F \ / \' / h �\ \' \ < /. / \ i :\ \ / �' . i P � \ �� ,` PERMIT%` ET l \ / l / \ i f--i / / i_j / . \' OWNERSHIP AND D i CON (TIONS OF USE:\• U \' i /� � i / y / / \� \ \ / \. / � r / 'r / �� \`y' DRAWING AN \ /• � �7" `\ S D SPECIFICATIONS, \� 'r' AS INSTR EN �' '�` '\ '\' UM TS OF PROFESSIONAL > �• ` \' r\ SERV( '�\ \ � \ C ARE AND SHALL REMAIN \ �' \ \ \ ; \ ti \\.' T' THE PROPERTY `\ / �` \ /•\ ! \ OF THE ARCHITECT. D EN \- C \. DOCUMENTS ARE NOT T BE E �`\' O USED,IN WHOLE R rr�� / / O IN PART FOR ER V "/ / O OTHER \ / / �. /. / \ / Y %i t\. /' 't CT O PURPOSES R BY \�✓� \/' O ANY OTHER PAR E `y\' \ \•' ` TT STHAN THOSE``l / '\� � `� O AUTHORIZED BY O \ /. - \' �\' CONTRACT / i \ ti \` / P ''r S ECIFIC WRITTEN '\ AUTHORIZATION F '\ \ ONO THE ARCHITECTS..l� r ./ ♦ � \' C CTS. THE USE F I U O THIS DOCUMENT I N :�\ `\ •\� r IS CONTINGENT z '/ \ i r / / i •\ \ / \ \ i \' i/', `\' UPON PAYMENT ' :i �, <�.' '\" TO THE ARCHITECT CT FOR SERVICES E n C S REND RED. NON-PAYMENT r / \ i '� AYMENTSHALL GIVE THE ARCHITECT v / \ \ \ \' /\ \ .�<'\ Y / \ \ THE AUTHORITY /� \\ � \' TO BAR ENT \ J.�� \. / DOCUM USE BY ANY AND ALL PARTIES IF /� \ /\ THE OWNER DISPUTES ' JC\\ .♦\ /,�r\�✓ :,i\\ /i\\ .<` `\, �,: \' r/ / ,' /i' Y \ \• UTES ANY �\ - //�\ / \\\ // .. /�\ i\ ..\ .Y .\ ./ \\ J\\ /\ ` ,�\ ` \\\ '/ ,',CI� / /\•` �` `' / ARCHITECT'S STATEMENTS FOR SERVICES,1T IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN C T C WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. WALLSECTION AT MASTER BEDROOM THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS Q F1 [' F3 WALL SECTION AT ATTIC DORMER WALL SECTION AT OFFICE INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" H SCALE■ 1/2" — 1'-011 PROCEEDING. THIS DRAWING IS COPYRIGHT. NOTE: DO NOT SCALE DRAWINGS 1 2 3 4 5 6 7 A . �.-- _._...I - �-" m _----_._ ----- - _._______._..�_-- \ _ r-- ---- - ..................._......_..._._.._...__._.______ -- C ------......._..---... ___.._-- -� ____-.__ ._ , , _________.__._ _ -�_______�\ Y ____ . . ....----- ._ - . . 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STAGGERED I i TYPICAL - L..--.-.----- I WALL CONSTRUCTION: A-801,A-802,A-803,S100,5-101,S-102,5-103,S-105,S-2, �, y STONE-(TO BE DETERMINED)WITH v ;I max, E-101,E-102,E-103) 1 i 1;; ._......._.........I.._....-----....< �_........_.... __.._........._.....__._...- i Ili i LAVANIZED METAL ADJUSTABLE 0/16/201 REV.3:POOL FENCE,GUTTERS ADDITIONAL NOTES -;; ,), 9 (F03,A 104,A 201,A-202,A 203,A 204,A 301,A 2,A ::. SF 0 ------------------ --- :.: _.._..._._..........._...._....._._, ----- ..__._...._..... _ TYPICAL JI ` c. STAGGERED, 3 1 . 11-----.....__......-......................_.._...._ ......._......._.....__._._.. -.._..........------......._...---_.... I _.....- ,; - s.:,"`�°^-�., :-,- - T= - - - - ,T i ARCH: -1'-0" ,,�. 303,A-304,A-305,A-401.1,A-401.2,A-401.3,A-401.4,A- E : : ' : ..._..l_. I - ..._ -----._(_. �_::: - .............._. .-- CML:10.63, - -._.....- _ ----- --- ------------_ -------- ...... _ ----...._.... -------- - _.._..... ............. .. ! 402.1,A-402.2,A-402.3,A-402.4,A 402.5) n / _.._ ...._....::-.::_:_,\ - _.-- / n T.O.GARAGE SLAB @HIGH POINT / ARCH: -1-0" ARCH: -1' 0" - _- -I -._.� . ._..._ _._..... `...� -- - - �, _ ".. _.. n 09/20/2019 Q' v ;' CIVIL•10 63' CML 10.63' (- r - �'.-... ° /I, /`l BID SET "� ° H POINT T 0 GARA c ' \ .0. A G LA (`�\H v Z E S B IG «S / \` \'' <\ �C\, y\ `;/ GE POINT I J %``� \ , / \` �` \;" :/ / , ° �' _ , /. \. DATE ISSUED FOR \' \' \' ARCH -2-0 \ \ \ ,/ \ �' \' / / ; \. /, \ , //. \'' ARCH: -2'-0 3 8" _ \. / % \'\'/ ;\// '\ / U ! CML••. '\ \-''" /: 9 63' / `� /\ NI •"/t \ A / C L:9.60' \' � �':" �'i% / \ ti IX N V /' \ \ G ERA GRADE \�•' H EXISTING AV RA / "\ E GE GRADE "�' /' '\' / � ISI �• , ",, �''' =\ ;� u tin ' Patterson \, / �`\ / son � . \j / Y LOOR C /� "%/ / F CONSTRUCTION: �`� FLOOR CON �' � \ F STRUCTION• \' \� , / \ / \ \ F l/ �\ly"\7\y '\ �Y 5"THICK N '� , / LOOR CON C CONCRETE LA %i.' / S B WITH \ � \/' \`` F STRUCTI 5"THICK K N /<' ON• / C CONCRETE SLAB WIT H i \� '� /\ \> I� f". < \' / o > „ Y \ �. chi �' :�` tect W ELDED WIR /'' \;. /' E MESH EE - /' S THICK ON S CONCRETE �' / C ETE SLAB WELD D •� '� WITH E WIRE ME H /' S SEE �' \ \ D % \/. t R / \ ST UCTURAL D \ / ETAILS \ \r WELD D WIRE v•' /' E \ \. \, E MESH . R SEE / STRUCTURAL DETAI \ \% LS v.' \' i• \ \ \ `� v \ b I / V �\,• \`' e of Avenue PO Box 6t Southport,/ Sou ort T . / %/ \' i C 06890 20 -4 - i `'\ \ \ ''\' 3 255 031 az , 203 254 1 �D'' / :' , 390 STR RA P 2554031, fax� \� DETAI ) I `\ LS � ) / D: . . is�� �' / � < i i \'. •J V / r.� uo ue Street,�` \' ee PO Box 1 '\ 707 uo e - "\' '\' 1. / /. \-'` NY 11959 6 1 - `� \ 3 6531481 \` ax 631 65 '\ i'\. /" D• /. \ Q , 36605 f\ Y•". l K pp��'� D" r �v ALL CONSTRUCTION* , �' ALL CONSTRUCTION: i, a ar hit t UCTION• d c ects.c n :\ \` �i/ P 0 / \ /. . / < \ \'•` ST-IN-PLACER / AL CONST REINFORCED �y RUCTI CE �, / �% ON• .i , \ CAST IN PLACE REI F \. N ORCED r /\` \ / i / i� N R / \% /"� CO C ETE FOUNDATION �'\. / - U TION WA ��' \ / \ IN PLA '�\' �/" LL \,' /% CE REIN CONCRETE / FORCED /\ CO C ETE FOUNDATI 'I. '\\%' � i,' ON WALL l i \: \CO CRETE FO /- UNDATI '\' / ^� ON WALL l /` / Y' / Y \, \` Y •\ v ti \ / \ \ O / � '�' �' CA �\' GNAZZI � `/ /� RESIDENCE �� ;` '�' � i' �`. i '\ / \i , � Fl / \. \, \ '\. 12 \✓ � goo NEW\: SUFFOLK AVENUE,CUT H C OGUE NEW YORK,�\• � YORK 11 -4 z �' /' \ 935 0 o i� /'` \i \ i� / \, \` r % / /�' � � /. Drawing H /' \ >' w Title: / \ \ i Rte• '\ i i 'r, / j / �' \' � ��\�� is� :\ \ Y f� / \l < �\ �' / J WALL SECTIONS ON A , \ '\` S T ARA \ G E N '\, / yy / \ l' \ / \' S\ \ O /" `\ / Y `� �' / / ,• i \' r: Project c N P �; ''�' Manager:\ /' e . T Dr '\' \•- S Drawing< v No: / / Y \ g \ ' V y / r - \ / , ti � ��` y 1 4 �10 / � �, 801 / Team:\` �:, Fes- . DK B \ � i \' \ C / r \ Y \v / Y �� .'\ ;� A-401 .4 '\ / z j \7 �: /' / r i `\ / \ / �� ` / / Q r I ' ;' ssue d on: 2 �,' �\ � 6/9/ 02 for / / -i \ \ \: r \ i i / / r / !` i H \ / \ fig,/"�. , \ / v \,, i �.� ,�� PERMIT Y '^- /\. �:�, SET 1 �/ / .y i ,i, \: -i ,r \ / / '\` . /. /, "\\ \\ I X /� / `\ OWNERSHIP .�`� AND ND \ � / CONDITIONS F E: , ,. �` \ � `\- � /' DRAWINGS AND PE �/� /' / \ SAS INSTRUMENT '/ \ SOF PROFESSIONAL /. / /��• \ O SERVICE, ARE D '\." \ \\ / � AN SHALL REMAIN `\ Y / \ v \ / \ \. / l / i T V / '`\• � \> \. \ HE PROPERTY OF THE ARCHITE / \ \ CT. DOC -\' \ \ UMENTS ARE NOT TO BE USED IN WHOLE / '',T \ EOR IN PART FOR OTHER F\ % / �` O ER \ / \ /` /' \ PRO \ JECTS OR PURPOSES OS S OR BY ANY E \.`' /' OTHER PARTIESTHAN / THOSE AUTHORIZED'\ UTHO ZED BY CONTRACT '\ \ '<`•� WITHO THE :` / '\• / SPECIFIC WRITTEN A RI / .'\ UTHO ZATION OF THE !' � \ / /�' / \ ARCHITECTS. / -"r. \% / _ / /' CI'S. THE USE OF THIS/- /' �' S DOCUMENT I N y \Y / Y \ IS CONTINGENT / \ / \, \ UPON P \ �l`</ � AYMENTTO /' THE ARCHITECT FOR SERVICES RENDERED. / •/'` ��' ^ RE . NON-PAYME � ' G THE ARCHITECT , \`' \ \ � - / \' \ \�- \ '/ \' THEAUTHORITY \' �1 / / TO BAR // DOCUMENT USE Y ✓% B ANY AND ALL PARTIES IF � / '\ THE OWNERDISPUTES �'\\ � ANY `\ / /. f\ ,\\ \ - ,\ / .\/,�\ . . .�\�. ,\\ ,�\ > /;��`Y, \: .\ /:� /.\ /�� � ��\ •/ / /���.\' /:i:\�J';�:\ / '.\\� / :` � �.�\,�',/ `.�..:/\` /.C\��''' ,•,i\\ /�•` / ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN WRITING WITHIN TEN(10)DAYS REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS Q F1 WALL SECTION AT GARAGE RIDGE F2 WALL SECTION AT GARAGE DORMER S-11 EW SECTION AT GARAGE LOFT INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- 1 ^/ 1 PAYMENT, CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE U) SCALE■ 1/2" - 1'-0" SCALE. 1/2" - 1'-0" F SCALE■ 1/2" = V-0" WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE PROCEEDING. THIS DRAWING IS COPYRIGHT. NOTE: DO NOT SCALE DRAWINGS I ---- 1 1 2 3 1q. 5 6 NOTES: 1. SEE A-402.7 &A-402.8 FOR FULL SCALE MOULDING ", I - _- ,L' I r PROFILES AND ASSEMBLIES. I i, I . I ' / . I ! ! S. I ALASKAN YELLOW CEDAR : \ ,I SHINGLES _ j i j i \ % 15# BUILDING PAPER-SEE , , ! SPECIFICATIONS __._.._.....-----------"---..__._._..._._...._._...._ OOD I A k'i I / k; /xXY . I,x•,xykx,X y�T ,',V,',, ,;XY I I / Z.C.C. FLASHING,TYPICAL . 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OWNERSHIP AND CONDITIONS OFUSE: \,' DETAILS FOR SIZING AND ;, 6 �.I o \, 'REBAR-SEE STRUCTURAL V SPACING j -- - rj �' .� D '� p I p b a DETAILS FOR SIZING AND / DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN �j �/, ,�'\\ > \� , ,r ✓ t, I '> •-1 p ,� - \ \ THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER �i 1/_1 \\• < >' IY-- ;� I�11 V SPACING '� PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE 11 `�', �, p p -_..-r-,. \ SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT I : ;\� / ,\/, // / '/ t r. p b I - r� I ✓ V I` `7 r, . r' i i `<I ,�� / I r UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENTSHALL GIVE THE ARCHITECT v' = ' n \\ / •.d: D , �, ',/ I 'O O '� - \///�\\\\�/� THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTES IF THE OWNER DISPUTES ANY c\' ARCH: -10'-0 / 1'J ++I , „ \7 / y �\\ ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN ^ CIVIL:1.63' '-' ," __ _ ,, _ '✓ .,'--I- t /' „ /. 1. WRITING WITHIN TEN(I 0)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. F-� �/ ,' / ••_ 1 7 1+ `- '^' -,"` '` -1 i - '1 + t. - 1 •,, 1-., :i' t _ _ _ r \, THE OWNER SHALL TNDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS /•\ B.O.BASEMENT SLAB / «> t ,., —I I- 4 r•I_ tl" i -i i` INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- : -10'0 �Ht 163 ��\\� Y--1 11/ \ / / \ / \ } /'�\ B.O.BASEMENT SLAB l' ,/ '\ PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE \,\' / ..\ \ �`��``` �' ,_//-' //_\ _\ \ / i"�/r\'`� �• \ \\,^ '\\"/ � y \,� \ WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE �� / '/' i' / /' \\,\' -"✓,, / \ /` `/" 1 / \\,' - / ��, 7 \'�\' ,�\\ i / /' — \ ^\\, \\/ \�", `\ PROCEEDING. ------ V` / ``\''/ /' //\ \\. ,1, /; �', /,I. .%; \ \ ` / \. f THISDRAWINGI \• / S COPYRIGHT. \ \� \\ / \\ / \ /\ NOTE: DO NOT SCALE DRAWINGS - - 1 2 3 4 5 6 7 NOTES: DOOR-REFER TO SCHEDULE 1. SEE A-402.7 &A-402.8 FOR FULL SCALE MOULDING PAN FLASHING,SEE TYPICAL DETAILS PROFILES AND ASSEMBLIES. 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STAGGERED,NPI CAL /'�• \ O.C. STAGGERED,TYPI CA L / � •. WA aL:10.32CIVIL:10.32ARCH CIVIL•10.32'a n \ / •\ / Y \ '\/ \ O.S ELF391ST `\' O. SHELF V .- H / \" \r \ A f' v / '�\'' '\< �\•" / 'r 2 2x6 PRESSURE E TREATS ' ARCH: . 1 SILL PLATE A8 CNIL:9.9L6 L' ' '\ / h '`✓/ '% CM.L: TO.PNO ER \ } /\ / i \•" c \ y' /`\ / `•SI ,v ANCHOR BOLTS SEESTATES FOR EB R- EE STRUCTURALD ZING AND SPACING G STRUCTURAL DETAILS FOR 4" . SIZING GAND ACING ti '\ \ � t / / \ \ ,> r• v v / -/• ,� / /•, ,\ CE F v =.CAST-IN PLA / / n / / -INP •\ CONCRETE LACE / \ REINFORCED ;\ i \ •/ '< .I, \ Z � ^\ . I \ - \ .. REINFORCED CONCRETE ` ' / i \�' �'" \' / FOUNDATION WALL �\ '�/ REINFORCED CONCR c i / \• \ \ i FOUNDATION WALL i \'+ ; .\ 'FOUN ATI NWA ♦ \ ^Y 0 LL \ i / 1 �r Y / A M (\ `i f r - /, \' 'fir\\\Jj' '✓ L '\ R \ . V / v v / C , .v \' n n v / `\ I r / nIN \ # / R i. ` v I c / „ n , ,Y / \ < \ 12 O.C. 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V• •v: \ / D V' •D, '•b n / _ D' '•D' 'D. i \ n 'D / CAST INPREINFORCED LACE REINF R ED 0 C CON RET I / / / \ \ / F TION NDA WALL OU / \` 4/ ✓ l , \r \ -0 \v \ /\f l n \ \y / \ , \' 12 PREM - OLDED / FILLER \ n G n\`l / V I\ y% JOINT WITH CAULKING '\- / S / l l\ \ PERIMETER 0 F SLAB / \ \ \ \„ :\ TY ,\ \ PICAL /\ Y \ i / / f\/ n / / >'\ "`\ / \ •\\/Ix 2 POURED CONCRETEETE RAT i SLAB \ \ \ / \ C i \ \ V \ i 10 MIL VAPOR BARRIER- � / \ `1 i i' `\• •> - L -WRAP P WALL FOR HEIGHTHT 0 SLAB TYPICAL ••\' `�' \' � \ / \ ARCH• \ \ \\, / t, / \ /\"' \� /' / ✓ CIVIL: H/ i" A N I o / FOUNDATION DETAIL AT COVERED PORCH ,<T.O C WLSPACESLAB ,� � FOUNDATION DETAIL AT COVERED PORCH COLUMN SCALE. 1 1/2 V-011 SCALE: 1 1/2"= - .011 ZIV REBAR-SEE STRUCTURAL DETAILS FOR f \// / . . •.p•' , . . ,'S?. •q I �,= IZING AND SPACING ' f . `°\ `'\y ,\`\\, \ \• / <\, ,\- \, /r / ,; ,,�,', ~\ \/,/\.\ ,\ V �\. fit` /\\.' \ n,\,'\.• D ". D. . •, ,D.. ,q. •.D' .D. - % ,r\ // ARCH: -T-1" \\ P p• :p..' `' CIVIL:4.54' �'' `/' / •\ �• \ '\` �` / D1 FOUNDATIONI DETAIL AT TERRACE STEP D2 FOUNDATION DETAIL AT REAR TERRACE SCALE: 1 1/2 = 1'-0 ' SCALE: 1 1/2"= V-0" D /!! ALASKAN YELLOW CEDAR O `t SHINGLES 01 5/8"PLYWOOD N . P ` ca t t U ANCHOR BOLTS-SEE 1, I STRUCTURAL DETAILS FOR I Z.C.C.FLASHING,TYPICAL SIZING AND SPACING I t < ��:' _ M - '� !/ = BLUESTONE WATERTABLE 1/2"PREMOLDED FILLER N ! JOINT WITH CAULKING @ \� STONE-(TO BE - `j TYPICAL PERIMETER OF SLAB, I I DETERMINED)WITH Q DOOR-REFER TO i i;"; LAVANIZED METAL U SCH®ULE S PE I ADJUSTABLE TIES @ 2 SF �, I O.C.,STAGGERED,TYPICAL ,;;r 5"THICK CONCRETE SLAB 5"THICK CONCRETE SLAB I _ ' U FIELDSTONE GARAGEWITH WELDED WIRE MESH- WITH WELDED WIRE MESH- , / % ` _ I ___ _ ,ARCH:-0'-3 3/4' 6/9/2020 PERMIT SET Ii r SEE STRUCTURAL DETAILS SEE STRUCTURAL DETAILS A I CML:11.31' APRCN TO ALIGN WITH --- ._ _ Q MUDROOM STEPS " i ARCH: -1-0" ,';:; CML:10.63' ♦ ,i t. I-0. � /( i r. � n j / i T.O.FOUNDATION WALL 1/13/2020 / /' CONTRACT SET (INCLUDES BUBBLES) 1" T.O.GARAGE SLAB @HIGH POINT �'' 1/13/2020 REV.4:VARIOUS REVISIONS(SITE-2,SITE-5,SITE-6, \ 6 ;, 10 MIL VAPOR BARRIER- 10 MIL VAPOR BARRIER- I / I 1"AIRSPACE EV.6: REVISED ,• WRAP UP WALL FOR HEIGHT WRAP UP WALL FOR HEIGHT r" f 4 SITE-7 A-100,A-101 A-102 A-103,A-104 A-201 A-202,A- ARCH: -1'-2 3 4° \ ARAGE APRON ;r r� OF SLAB,TYPICAL SLOPE OF SLAB,TYPICAL I t / i I - > CML:10.40' ;rr, p 203,A-204,A-301 A-302,A-303,A-304,A-401.1,A-401.3,A- GRAVELDRIVEWAY-SEE ` `-- - - - -- - - -- _ _-_-_-_- _ I _ _L. _ __ J�ARCH: -1'-0" ' ' -d - - ---- - - ---- --- - --- - - 401.4,A-402.1,A-402.3,A-404.1,A-600.1,A-600.2,A-600.3, T.O.GARAGE SLAB @LOW POINT ij;' v p ' / CML:10.63' A-801,A-802,A-803,S100,5-101,S-102,S-103,S-105,S-2, LANDSCAPE DRAWINGS \ A T.O.GARAGE SLAB @HIGH POINT E-101,E-102,E-103) p !! v °' n .-- `_- V j - - V A A ,1 f L` //' ll '--' / / , v r v A I n A REV.3:POOL FENCE,GUTTERS,ADDITIONAL NOTES 77/1 �=W/Z�1�1 % / / // / r 10/16/2019 _' ROPE WEEPS @ 16"O.C. (F03,A 104,A-201,A-202,A-203,A-204,A-301,A-302,A- 303,A-304 A-305 A-401.1,A-401.2,A-401.3,A-401.4,A- E C AV r' / '\ / p A .\ f f \� ` C.C.FLASHING WITH DRIP ~ 402.1,A-402.2,A-402.3 A-402.4 A-402.5) r \ `-" -i• _ `i !l-i;..:1( ,! ,i :c V V V t' p n Q ' \\ \! H -2-/0 v/�r � /�'\�%�`\\�'�/'"/` /�\ ,�' , \'`;,;\' \ "\�'///\ i i/j\,�, /'\�/'\\\\"'/\.\./ Y\ n ° A/ / \\\\• �/. \� j EDGE,TYPICAL YPICAL /\ n' , Al 019 BID SET -7,7\ ARCA \ / ARCH: p ISSUED FOR\ CML:9.62' CIVIL:9.62DATE O FOUNDATION WALL ON SHELF Austin^\\ \ CO NC Patterson Di sston i � \ / '\ -IN-P `�, D ',>i / \. /,• r�-/• '\\> \ , / `FOT INPA _ ' Architects ectsRETEREINFORCEDCE NDATION WALL % ` • \ \` \ / \REINFORCED CONCRET \• v v. '/� \ \ / i• �> \ ` i \/ '\ Z \ / 376 Pe not Avenue P "/. \ \ '% \ \• O Box 61 Southport,CT 06890 20 -4 - \. /\' ''\�'' \ ,\ I � ''\ \• 4 P 3 255 031, ax 203 254 1390 \. / FOUN ATION WALL f;;' +,\ \ \-"''� '\• '\ "/, / `\ / ' /' '/% 44 \" /\ r uo ue Street,eet POB x / i \ a `\ 0 1707 u - \ \ / o ue NY 11959 631 65 14 1 - °\ \ \ \•- r � � / Q g , 3 8 ax 631 653 6605 \. / a ••\ �\� .\ tects.c n a dar hi I •Y \: c n / Y, \ i A LL.I G \ \ \ / \ \ f y `\ r ` V \ 3 H RI #5 0 ZONTAL \' . .Y CA GNAZZ IRESIDENCE E 'Cr / 3 # HORIZONTA \ 5 \.' yL REBA\R' . . . D a" •>Y' 1 \ \ \ ^\`/-• I/`' \ 6 D. . \ / C 12 700 NEW SUFFOLK AVENUE,UE,CUT H OGUE NEW YORK 1 1935� 1 'D ,D. .D" ✓ \' / •D' Drawing Title: i FOUNDATION ION DETAI LSCIA / '\\O ✓r •D.P J /r''h'.D. \, \ \ D l// D: i i \ \ " D• D• ` 7 j Projecti ' i J\ Pr o•ect N o.: Pro ect Mana er: T S Drawing win No. , . q D '. \ 18014 \�r •D • Team: K B <�r C \ \ % \ / C ,\ �` \ A-402.3 0 3 / Fl \ 11 \ \. I ssued on:\ 9/ 0 r \ 0 fo , \ i \ \� /' \ .' \ i' ERMIT SET jr i OWNERSHIP `\ ANDCONDITIONS - \ \ OF USE: l'\ / it < \\ � / •� /\ \ DRAWINGS AWINGS AND SPECIFICATIONS,IFI CATIO NS AS INSTRUMENTS UMENTS F P ROFESSIONA L SERVICE,ARE AND SHALL L REMA IN THE PROPERTY OF T�ARCHITECT. DOCUMENTS ARE TO BE USED IN WHOLE OR IN PART FOR OTHER PROJECTS OR PURPOSESOR BYANY THAN THOSE AUTHORIZEDIZED BY CONTRACT WITHOUT THE r� < 1-� \ •' \ / SPECIFIC / ✓\ :'• '\C-� ice\\ ,"' r' %'/"..\ • a•\\ .. , \/`• \ \,.'"\�\ "/ \'."%.!\� l,\- \r ,'\��Y/" -'//''/,h'Y r''/� i" ;�\\' /\ /\ +f\�;\ .• /✓/+. `\ \ \' F< \ '\' \' \ \ '�\\"�' •�\'\(( , , \' /\• •\' . �'// SPE IFI C WRIT TEN Al rH0 R I ZATiON F T HE ARCHITECTS.CTS. T HE USE F T HI S DO CUMEN T IS C ONT INGE NT UPON PAYMENT TO THEARCHITECT FOR SERVICES RENDERED. NON-PAYMENTSHALL GIVE THE ARCHITECT THEAUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY ARCHITECT'S STATEMENTS FOR SERVICES IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT QJ WRITING WITHIN TEN 10 DAYS. REMAIN ISPUTED RTIONS ARE DUE THE OWNER SHALL INDEMNIFY THE ARCHITECTECDAGAINSSTPANY CLAIMS ALLEGING DAMAGES OR DELAYS ' INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- FO U N DATI O N DETAIL AT GA RAGE APRON _ PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE FOUNDATION DETAIL AT GARAGE WALL WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE PROCEEDING. SCALE: 1 1/2"= 1'-0" F3 SCALE: 1 1/2"= V-0" THIS DRAWING IS P / COPYRIGHT. NOTE: DO NOT SCALE DRAWINGS I 2 3 4 5 6 7 _...._._.. _._._.........-_--.--.' �-._...................__......_......- �------ F4 E5 F3 F3 -404. -404. -404. -404. .._....... . _- - _........__ ._......_.............._--..__..__..._._..._._..._._- ..._...._._............._..------._...__.._.... ----- -' - / / /,/ ' '/ "/ /, -/- ,/ / / / ' / ' : -- -- - I - ._.._.....__....__.._... ............--I - --....._.................. __...-_ .._.....__..__._.._... --- I { I I I __� F . _-- ---- /' , ,. IF _ r-,. - -_ I - .__..._. __.._.... -----' C 7. .j ... .... ._. ._.. .-k - W" 4/ ;., ''r r 1 1 , I 1 ( t . i'J . I ;I, t _..._...._....... ....... _..__._.__._- ECO-STEEL CHIMNEY_2 �`� . ECO-STEEL CHIMNEY . J ECO-STEEL CHIMNEY I CAP CAP CAP ---- 7; ii7j J' ;fir 11 II _._._._- ..__..._._...._. v;v r I f_ „ Y Y y l Y ., _ ._...._....__. _ 11 ( 7 C 7 `.r 11 /_I �. 11 I -..........._..____....__.._..... ...._..._.................;. v,J (� ,-` -, f a ..-'---- ' 7. 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I Y (:B1 - � II � � � `( --'---,.�._._._._......._... __....._. ,,/+ , \.♦�\, t\,) 1, z ,[ t /♦ .. /, � )♦ b\I J. /. ;, t I, ,..<' � , 7 7� ,, ' � � 7 i . Y ;t >; 1 I"i � Y ; 11 _ 1 11 -...._._.__...-- ---.._.._......._... ! i i ,' i , A T� 1//_XX `/ i ,( .( %`</\t♦/\/ /\ ! /\ \ \ /♦ \/\/\�\ \ '1\ �\ _ ! ``-<'� / /\�\Y/\/\ .\.\ .�- - . SCALE: 1 2 = 1 -0 _ _. n _ _ '; ' i ' ......._ ..____ J J' / J J\ ,� ,` '\ "L .Y./ � �'\ �i, x '\.., �X✓'J /'•J,.l♦ J\ h_'� R A A/.J' y`> t ' / ....._..__._..__.... ;. _' !I I I - - - - - r J 1 1 I < ........_..__...---,- ._...__._........-._. F3 1 u� i I I I 4 1 - I( \\ I, )i� � i ' -404 _l.__ - � -__._. .....__ r' ! - - --�­ I : I --'--.... �y - �� \\, \ " 1 4 ! 11'' } I I I �!-• t y t "- METAL FURRING AT ROOF -T: - ,_: I I I J l -; . _` CHIMNEY,TYPICAL �� SCALE: 1 2" = 11_011 � _ 1 II' '`� ') 2"CLEARANCE FROM K, �- -' `" ~r .`, ;-, � II III s COMBUSTIBLES `' _� - r . �,I, 7W ;� -- II II r -; WITH FIREBLOCKING -; I 1 I . :- REQUIRED,TYPICAL ,� �\:-% - I I I I • :- <� <- 1-11 r, ,- .- -,. .. __ �: �� r-< I 1 Ili t ' - v', -404. -404. � '`' I'- -`Y -" i-: 11- ;- FLUSH STONE )-� `^ I I I „; 4 r `' �,^ ..... C HEARTH ;� 1_ I 1 I I; `j "I <` } - -K _ �- I I 111 : , 1 - - - - - - - - ISOKERN36.. >. `, ' _1>1` - 11 I1 `- % -`�. _ _ �- < , ,-. .14 k ,--_'�_ / �'� MAGNUM(GAS) _ - --------' ------ _.._._....._....._ - ---- . � 1 _. __ ` /I ' \ '' " \ \ /•. ,\, i r" r > S 1 ) .). 1, 7 1 .'. ,( >(/Y y/z X 1 t 7 r k (( (/ � '( ! Y ` , \J\ \/\ \/\ '\/♦y</i\(/•`/•�j/`(/ 7/\{/ ` < l 1 I I.- i\/` (/♦/./ \/ \ 'l ._ ✓'.J'..� \ ♦ ♦ \ /\ I♦ /\(f�J\ /'\/ I�.%.l / _l'�y,.",,,i.-,i.-\�"_k-_k-_�_�"•✓+✓`_ : { r\.-�_C�_��A✓�f (✓�.,'`J•�/\•._ i..I_. ...I_.1 ✓'✓ I � \ ,\♦A JY A� \I♦ � )\J� J` a:_x-1 _ I 1I <: . - I I Ili- .,- --/ �' -' i ECO-STEEL 1 I ( - �" 1. CHIMNEY PIPE:11 I _> <- I ( I I �- �� '} ' ` I I I Ii _ • -- 1/2 GWB OVER 1/2" Y PLYWOOD I` c 11 - < _ F3 I I I `. ! 14 . -404. - -.r`<- 1 I III _ I -- II II iI II < -, ! r II Il. 11 - `- I I I I - i C1 2ND FLOOR � - ECO-STEEL CHIMNEY �� ' -' I I 11 ' I I 1 I ECO-STEEL CHIMNEY SCALE: 1/2" = 1'-0" PIPE ` - } . '< I I 11 ' t. I I D, PIPE II II < II �, -, -. I I I I .{ _> t- .I I I I...-.. >� ! - I II II `- .- -> _ > r F3 METAL FURRING AT -<- --` 1 I I I -- _ -404. 1 1 CHIMNEY,TYPICAL 'I I I I J- CHIMNEY,TYPICAL III II I I _ a - r 1 i i >' ) I I1 _ti _ r L � _ _ ; , _..._ . tx �,'; : ISOKERN 36" - �^ I a . :\ - ET/L FURRING AT MAGNUM(GAS) �� '1 I I I, /, �`. / ISOKERN 36" CHIMNEY,TYPICAL \ - -� :,I I I <- '\\ O I I \ MAGNUM(GAS) C11 I �"CIFARANCE FROM < -, 1 I I 1 \ \ ! FLUSH STONE o B E II II D COMBUSTI L S -- -' ;I 1 I I WITH FIREBLOCKING 'I I I I < \\ HEARTH p ill 6EQ IRED TYPICAL 1 N r 4 \ 'I I 11 - /\ 3/4"FINISH FLOOR F4 I ( I I F4 < it I I I I N -404. - - - - - - - - - // / ' < : I I I Y"` '< /,/'."T T 1: 2 LAYERS 3/4° / `-': `� 03 i i i �/ /: - 11 I I I - PLYWOOD SUBFLOOR ``:` I ^c � 1 ) I y . t l 1, S : , ;r ) C 1 1\ t\ J\ f X n n 1 I - _ n ): A t t t /` -..� < ::�`, 1 ti)r s I AP 'I I I - f `F ti `t \,.\/\/` t t .) )� 1 } % ii 11 1 I Y X X l `i `I \#��' \i' i11 1 I %- t i '\ `� f ` ,f .� \, \ :'' : i \ \ _ ,I �'-%' _ . I 7 LUSH STONEI Ii ;� Ai',., - - 1.. ,I- _ - HEAF�TH , 11 \ - .. _._._.... __ s � �' II II n s T ` I:= I I I ! I I I 11 ``\' 1,'1 4. n ,I 00 (I I I u -� : I ISOKERN 48" I .< - 1. -- -- -- <_ h,�` ' r f N MAGNUM (GAS) _._._.._..__...... ....__.....................1 2"GWB OVER 1 2" - 1 2 WB 7'i `. ``%'f / / / "G OVER 1/2" N __ _ PLYWOOD /` ;"I, P r l` a_1" I I FIRE-LITE STAND -.--_ PLYWOOD ._......_ I , -r. - MT ( '( = ,`, i FIRE-LITE STAND ` '- I ! >< < .. , . !. a I I ISOWOOL -? I i : ISOWOOL U _ ,I I, .(: 1 1 - �. _ . i .- - - - - " -- 7: �' M : W I I I --- ........................----- -` .( U ,-: r - I I _ - ---- ,, .. I . :)" _.... ....... ..... hJ`i v F3 1 j - FIREPLACE SECTION AT COMMON ROOM ` `r -404. �, I I 1 ` E5 SCALE: 1/211 = 11_011 p ! I 4 , I I _ I 1 U 1 ECO-STEEL CHIMNEY 1 ( F ECO-STEEL CHIMNEY 6/9/2020 PERMIT SET 1ST FLOOR I PIPE PIPE ET (INCLUDES REV.4 E1 SCALE11:1 : 1 211 11_011 I ------ <- I i 1 .. _. ._._.._ -----. i -z' 1/13/2020 BUBBLES) -/ i 1 , i _._._._.._ I RE O•VARIOUS REVI3IONS(SITE-2,SITE-5,SITE-6, -., O I' 1/13/2020 sITE-7, v _.....___ �" METAL FURRING AT 1 I 1 METAL FURRING AT - - -102, -1033A- -201AA-202,A� A 100,A-101,A 104,A 203,A-204,A 301,A 302,A-303,A 04,A-401.1, 401.3,A �-. CHIMNEY,TYPICAL C CHIMNEY,TYPICAL 401.4,A-402.1,A-402.3,A-404.1,A-600.1,A-600.2,A-600.3, (Ya __ : / 1 I: I ,r,r' i A-801,A-802,A-803,S100,S-101,S-102,S-103,S-105,S-2, E -- + I I I _<-_.,:.--.___ E-101,E-102,E-103) _...._.._...._, p_... ----------------------'--------...__.._......._.. - , ' 1 I7. _._... Q i i 1. MODULAR REFRACTORY FIREPLACE0 09/20/2019 BID SET ,� - I i I T �' ,..-_._._____-._.._..____._..-.___-._._........._. <.• 11 I I .I,1, ......-................_......_.....- / 11 T! !T !! y1 i En [ ISOKERN 48 1 ISOKERN 48 ❑ 2$ ❑36 ❑ ❑ � �� � •p - MAGNUM(GAS) �,(� CGAs) �--� MAGNUM' - DATE ISSUED FOR / i 1 MAGNUM C "` US t9.nuoawwar Tr c� I :` j COMPLIES WITH APPLICABLE REO.OF UL 127 t1LC S61D I :.. 1 i I r I " MADE IM USA 'b l '" FLUSH STONE _:I .:::_.___- i t, I FLUSH STONE fllt@I tE'�C I HEARTH O - ,, . 11 I HEARTH ao rwaat°w4eag+nvE WHA- ❑ MADE 1N DENMARK ' Aust Patterson 1SSton Q / _U-11 1 ; lA i ' . r 1 OR COYER EARTHCORE INDUSTRIES.LLC a :`; 7. THIS LABEL JACKSONVILLE,FL 32x5$ Architects tects 3/4 FINISH FLOOR 3/4"FINISH FLOOR 1. : / II . <` "'2 LAYERS 3/4" 1 2 LAYERS 3/4" CI<EARAi�ECE Td COMBUSTIB LES: 28",36",42"!4$" 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,far(203)254-1390 -._._......-----._. i._....... ARCH: -0'-3 3/4" .1(. '�-' ___--__.._._______ I •, ____PLYWOOD SUBFLOOR CIVIL:11.31''I \ . l," I ! PLYWOOD SUBFLOOR UNIT FRONT AND ISDKERN CHIMNEY =0 In, 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 C - - - . \ \ T.O.FOUNDATION WALL ` --' UNIT SIDES AND REAR = 1.5 In. (38mm) apdarchitects.com 11'i L ;� ;I\1, ,, ;, COMBUSTIBLE SHEATHING ABOVE OPENING TDP -8 in. 203mm1 �1 / / - '' ° _�\___I.x SHEATHING OR TRIM TO OPENING SIDES 6 in. {203rnm) �, -_sem. �t._1.. ��T 1`-``"-)♦-�_ ccx.A sv1 SIJ 't X,_1. ARCH: -0'-7" - - U CIVIL:11.04' t' MANTLE ABOVE OPENING =14 In. (356mm) .t, 17 ,, t, 4' T.O.SHELF .\\j n ' �' ,, r OPENING TO SIDEWALL =26 In. 660mm . " �i HEARTH EXTENTION BEYOND FRONT =20 in. (508mm CAGNAZZI RESIDENCE o t. ARCH: -i-3 5/8 ,I,./- v r, HEARTH EXTENTION BEYOND SIDES =12 In. 305mm 12700 NEW SUFFOLK AVE tel- v v ° SUPPORT SLAB CIVIL:10.32' b , ( ) NUE,CUTCHOGUE,NEW YORK, 11935 V t, ` , T.O.SHELF \�/ � `' COMBUSTIBLE FLOOR =4 In. (102mm) O v V, v t // \\ ° ° V INSULATION FROM FIREBOX =3 in. (T6mm) t. _' � ��?' ' Illfl v � Drawing Title: ° `' ' �/\ '' ° > USE SOLID WOOD FUEL OR LISTED DECORATIVE GAS VENTED OR UNVENTED APPLIANCE,ALSO FOR USE WITH LISTED METAL CHIMNEY. CHIMNEY AT LIVING & COMMON ROOM ' „ ° ° t-' ° � �' `' ;; 1 2 3 4 5 6 7 i i II ( � j J I iil ii , I : j I Ii I i, II I i F4 F2 I ! I : : � I i� , I I i I •. h I I� I j 1 _._._ - 1 ; - -------__ --------- ---- --- ---_ECO-STEEL CHIMNEY ECO-STEEL CHIMNEY ._.__.._...... CAP _ P t I ! �I ECO ST II I II I " "` lL = _ _ = J X, STONE-(TO BE A r STONE- 0 BE - .................._ DETERMINED)WITH �. DETERMINED)WITH --...__..__..........._ - J.. `v.V. `'J. LAVANIZED METAL ICRI Y E TIE ADJUSTABLE TIES @ RICK B S@ RE I I J`. �.� 2 SF O C., i ! I I STAGGERED, T'C `I' p, i TYPICAL PICAL I. _..._ ._. - -......._.. ...._.._ .._ _._............- : : , ....._ -._..__..._-...._..__....__._...- _..........__._.. : ; r : , 1 ___.__.._ ___ _____ __ .._..-_... _ _..__....... z` , -� z �r B1 ROOF z SCALE: 1/2" = 1�_0�� STONE-(TO BE ! , DETERMINED)WITH r ^, I ! I GLAVANIZED METAL , • i. I ADJUSTABLE TIES @ y I I � 2 SF O.C., � V %:,�. I! I CHIMNEY ( i` '' B STAGGERED, T' 'Y"' A !l PIPE ''. i, Y C i -.Y ,r 2"CLEARANCE FROM X COMBUSTIBLES '� ---WITH FIREBLOCKING i t - REQUIRED,TYPICAL Y ~ — I ,jz - Y C) E 7r ^� .y. 2.. a. ^.r Y .. �, l �L. J , Y .r ,l — 1 Y , 1 ; - - --- - _ z 1, r i7 Y ...........— I A r .J, Z - - --- -- ---- ....................... r ......._... — 1 �) : I � �. ,�,;•„��,,. •�,z, `�.r. -. ,, rte: I, ... --- __.......__.. - .. ..--- - - : I -x -------------- ' i ....--.--....... I I i —�— _ -- J I RICKET ,.T I I _. r. I I I — � ............... C1 ATTIC SCALE: 1/2” = 11_01 ' ' , Y STONE-(TO BE DETERMINED)WITH �.1 X GLAVANIZED METAL ADJUSTABLE TIES @ 7r! j 2 SF O.C., STAGGERED, ® _ f��EEL CHIMNEY — r PIPE _- --- .. .-J`. _.._...... ......____... 1( \ �`. / 'y' �\ J. FROM 2i•C I. T Y i k A 1 MBUSTIBLES V Y. ' - 3. h :. 7 ;.r.l t r co ._....._..... CLEARANCE FR '• ��. , WITH FIREBLOCKING REQUIRED,TYPICAL - __-- — 2" / _._. Y Jk I , ..Y, l i , .• Y 1. .i. - ,I 1 �, r , ,ice / �_ �^ _ - - - -,-+---r--- -•--------• f i Y, Y, ;� ;� i ;c i I�i'I�i .I,. Y .y ;t;, , �; ,:S;,Y�.Y:.Y„ .,,,`,.\i^ .t, ,l 1 r'"t-�-,', �. PAINTED SPACED Y;(;( ` PAINTED SPACED )�ND FLOOR BOARD CEILING BOARD CEILING p1 / D r :( ! F4 _ k 1 N I -404. FLUSH STONE ,� ECO-STEEL CHIMNEY r , ECO-STEEL CHIMNEY 2"CLEARANCE FROM HEARTH J PIPE ! PIPE COMBUSTIBLES ! X.^ WITH FIREBLOCKII G ISOKERN: ;1 1, U I REQUIRED,TYPICA� 8"MAGNUM; WOOD BURNING METAL FURRING AT CMETAL FURRING AT O I l CHIMNEY,TYPICAL r Jr ,l- CHIMNEY,TYPICAL °° - - - - - - - - - - - - - - - - - - - - - - 1 — — - - - - - - - - - - - — — — — — — — i�' ISOKERN 48" j <;, ,, , ;- .-� ,.,.; ISOKERN 48" U <...,. ---7 --------- i -- a �., ( F2 ,1 MAGNUM(GAS) C-� MAGNUM(GAS) -._. .i _...,.... x F2 r U -404. -404. 1 �� ^ •.h. 7 ONE _ ONE .. " : -- -..._ _...,_. HEARTH J` J. ,. 1. HEARTH RTH � 1. I - Ir - --_�. ;_.._...._... : _ BLUES I ONE PATIO l — i BLUESTONE PATIO II _ ...L.._.,_._.i......__.......(. -- Y AND STEPS OVER AND STEPS OVER T._. ._.__.,..._._._ -- 1_- - - J _ MORTAR OVER MORTAR OVER RETE � .,• AIL - _ - SLAB ARCH: -0'•6" `\•'\'i_\4_re.h_ _ J i /. �'v.� I v v n CIVIL:11,12' v T. .SHELF ° y j j 6/9/2020 PERMIT SET (INCLUDES REV.4 E �w J ° ° g ° ° 1/13/2020 CONTRACT SET BUBBLES K ° v ° / ARCH: -1'-3 S,I " �- \ / I I 1 >>, </ v ' L v ��\ / CML:1032' v ° / / )J t l ��\ , v v ° °. v ° I /�� T.O.SHELF v v \\ �': 09/20/2019 BID SET p. — I — — — —„-I I I -404. �� I v // r ° � ° o v .\�� / .� ` •_ '' v ° , `r/ /� �'�/� DATE ISSUED FOR y ° i, ° cC _ y/ / c C�ly v i,,' / b 1ST FLOOR ° ° '���� ~i i ' Austin Patterson Disston / E1 SCALE: 1 2" = 1._0.. ,� t ° ° v ° til :A�,d / , v w Architects v i7 v �' , f 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,fax(203)254-1390 ° 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 O ° °, r• ° v / // / ° v \ / apdarchitects.com WSCU-3 WSCU-4 CAGNAZZI RESIDENCE 12700 NEW SUFFOLK AVENUE,CUTCHOGUE,NEW YORK, 11935 Drawing Title: n CHIMNEY AT SCREENED PORCH ° \'' V / / o . . . : . . . . . : �� Y� \ `�� Project No.: Project Manager: TS Drawing No: D :9 ; : R .•D . . . .• p. . .p: D: : v� ° v 4 , 18014 Team: DK, CB _ v404.2 � ' R V r • Issued on: 6/9/2020 for F PERMIT SET �� / /: / \ / / `'�\ � �• F�\• /// ./� / � �. - OWNERSHIP AND CONDITIONS OF USE: -�,- \ %/ / \ /' / y /�� ~ ,'/'�'•' \ �,'.� \ /• \ /�. \' / <\ DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN ,' �� / // THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER ` PROJECTS OR PURPOSES OR BY ANY OTHER PARTIESTHAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT 4 / '�r' / .�• / ,<\i" / , , \ ,<�' / /, y , i ,./'� / '`\\ / UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. - THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS FIREPLACE AT SCREENED PORCH FIREPLACE SECTION AT SCREENED PORCH INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT L BAR DOCUMENT USE FOR NON- PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE F1 WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE SCALE: 1/2 = 1 -0 SCALE: 1/2 = 1 -0 x SCALE: 1/2" = 1'-0" " '� L THIS DRAWING IS COPYRIGHT. NOTE: DO NOT SCALE DRAWINGS ----- 1 2 3 4 5 6 17 A ! i J I x✓I"I / �� I � 1'''. i I =-- ' ! r- ,� (� � y'\' .� J rl: l' PUTTY PADS AROUND ELECTRICAL BOXES PUTTY PADS AROUND x>:,,," `I x'` INSULATION AS INDICATED ON i' ELECTRICAL BOXES ' ;; ', I. ii:t - ' _ i :. / 1:4 %`,<,.. is SECTIONS it -=\ Y. ,I I 1: _ :. i., l/+,XXX.J'`. /'�'-.Y I. ' 1 SILL RUBBER ISOLATION PAD SILL RUBBER ISOLATION PAD h' SILL RUBBER ISOLATION PAD / ,., i ! _ \ II X x,),✓,; _,� is �� / ,I 1' 1 I'%' �, /" / I I�'! -.', =ii: 5/16"ACOUSTI GASKET TAPE 5/16 ACOUSTI-GASKET TAPE 5/16" -I-GASKET TAPE 5/16"ACOUSTI-GASKET TAPE :.I, 1/2"PLYWOOD 1/2"PLYWOOD 1/2"PLYWOOD �;�,! i. 1/2"PLYWOOD 1/2"PLYWOOD �_;' 1/2"PLYWOOD 1/2"PLYWOOD '�`\ 1/2"PLYWOOD 5/8"PLYWOOD "'1,,�" `\x,-^': -.;,, :I 1/261PLYWOOD-GASKET TAPE 1/2"GYPSUM WALL BOARD VARIES 1/2"GYPSUM WALL BOARD 1/2"GYPSUM WALL BOARD VARIES 1/2"CEMENTITIOUS BACKER BOARD 1/2'QUIET ROCK VARIES 1/2"QUIET ROCK 1/2"QUIET ROCK !: 1 I 1/2"QUIET ROCK EXTERIOR FINISH i., "XX`' VARIES,. 1/2"QUIET ROCK 1i I !' �\ ,' /r`/ I'. ��; �'"� I - . .."✓\�' '�\ I ./�� �� IIS . 11F'A} 2x_STUD WALLS @ 16"O.C.; ``,,"-- 2x STUD WALLS @ 16"O.C. i 2x_STUD WALLS @ 16"O.C.; ,</ I" 2x_STUD WALLS @ 16"O.C. B DIMENSION VARIES-SEE PLANS DIMENSION VARIES-SEE PLANS ; DIMENSION VARIES-SEE PLANS ( ;' DOUBLE STUD WALL @ 16"O.C. ! ,�` 'r ?' ; ' t DIMENSION VARIES-SEE PLANS r_.::\ : \ \ :.I 3"SAFE'N'SOUND STONE WOOL ,%"- 3"SAFE'N'SOUND STONE WOOL ; ' `xxy i; 3"SAFE'N'SOUND STONE WOOL \' 3"SAFE'N'SOUND STONE WOOL FIRE AND SOUNDPROOFING - FIRE AND SOUNDPROOFING " 'x;xr ',',•. /%:�:!`` i'"� li :. I, ! /---- ;/ l v PUTTY PADS AROUND FIRE AND SOUNDPROOFING / FIRE AND SOUNDPROOFING / I INSULATION AS MANUFACTURED INSULATION AS MANUFACTURED r":J f'/, '' \ .i F INSULATION AS MANUFACTURED "'\ �: i"` - BY ROXUL,INC. INSUL4TION AS MANUFACTURED I , BY ROXUL INC. ( / - / / % / ELECTRICAL BOXES ;/'�' /> {, BY ROXUL,INC. �•, - 1 211 1/2":=-3 1 2" I::' `,X'. n i;. BY ROKIJL,INC. I X,�;,, "._ J ACOUSTI-GASKET TAPE APPLIED �r ; ACOUSTI-GASKET TAPE APPLIED ACOUSTI-GASKET TAPE APPLIED X X x \ :: u TO FACE OF STUDS BOTH SIDES 1- \ x#xxx'r/ r ; TO FACE OF STUDS(INSIDE 11 „ . ( TO FACE OF STUDS(BOTH SIDES ! J"' I 1 ' F WALL).SCREW DRYWALL TO = F WALL).SCREW DRYWALL TO - _ SIDES OF WALL).SCREW !1! l :i . DRYWALL TO STUDS THROUGH l ;i Y' STUDS THROUGH TAPE AND STUDS THROUGH TAPE AND = fl TAPE AND THEN UNSCREW 1/4 \ : 11 " 11 \ ! 1 THEN UNSCREW 1/4 TURN. = THEN UNSCREW 1/4 TURN. - \ Iid .Y;. ; DRY SIDE WET SIDE \ `, TURN. EXTERIOR � X ` INTERIOR W-1 OR 1-1 L WALL WALL AT WET LOCATIONS WALL WITH ACOUF C DETAILS WALL WITH ACOUSTHOB TAILS WALL WITH ACOUSTIC DETAILSTYALL CONSTRUCTION UNLESS - WALL CONSTRUCTION AT WET _ ■ WALL CONSTRUCTION AOUSTIC • WALL CONSTRUCTION AT AC • WALL CONSTRUCTION AT ACOUSTICOSE NOTED.STUD SIZE VARIES- LOCATIONS.STUD SIZE VARIES-SEE PLAN WALLS-INTERIOR WALINGLE STUD. WALLS-INTERIOR WALLS, STUD. WALLS-EXTERIOR WALLS. SEE PLAN FOR DIMENSIONS. FOR DIMENSIONS. . . C ACOUSTI-GASKET TAPE APPLIED TO TOP OF JOISTS. FINISH FLOOR FINISH FLOOR FINISH FLOOR 3/4"PLYWOOD SUBFLOOR ASS LOADED VINYL BARRIER (2)LAYERS 3/4"PLYWOOD _ _ _ /�;(2)LAYERS 3/4"PLYWOOD INTERIOR to C = = = V- d• V �+ a "v / I11 In M .+ M M 3/4"PLYWOOD SUBFLOOR INTERIOR SUBFLOOR SUBFLOOR \\\ \ \ M M M M M M `,, i i ,, /, \ •'A i i i / `\ / / /', \ / '\ \ '\ i 1 // ' \ 11/ / /� i % \ /' % ^. ♦ '\ '\ % / ! r , , , / i / .... -_. - __-- -_ - ,._- .._-_ ._--,.. -.__- -_.._-_ ---_ -- _ _..__._ 77 T _ _ ___ - ____ _ _ _ _ ___ _ _ _ _ _ __-_ r. ._.. -:-: .._ r / f r r - -_- _ _ _ _-.. -.-__..._ -.--___ ---__ __._ - - .._.. ........ --.-. _/._._.... .. ..-..-.-..-_r. - - _.--,. -_. ..-- T, _ _ _ _ _ ..._. -__- -___ _-_._-.-- -----_ __-__ i_- -- _. _.._ _..__. ... .r. .... _._. ..... _..- ..._.... �. ...- -.._...._ .. f......_. ..................... _ - ---- _..- -.-- __ - _ _ _. ■ / \;' ; ;; i X % 'i' -0 /' t i i {, i i i i / i `I ,C r i ,j `` R ,j � 1 k 1 �j; i; f� i�'. 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Y __ = _ --, :- - PERMIT SET z 11 6/9/2020 v ,� / \�: 1/2' PLYWOOD � 1/211 PLYWOOD ,�- \��1/2"GYPSUM WALL BOARD 1/2"CEMENTITIOUS BACKER �' 6"BOARD 81,SPACE 6"BOARD 1/13/2020 (INCLUDES REV.4 \�::1/2 GYPSUM WALL BOARD EXTERIOR- CONTRACT SET BUBBLES) = BOARD WET SID NTERIOR I 1/2"EXTERIOR GRADE MDF COVERED PORC E El 10/10/2019 REV.2:WALLAND CEILING TYPES,FINISH SCHEDULE /2\ (A-405,A-524.1) 1/2"EXTERIOR GRADE MDF TYPICAL FLOOR CEILING CEILING AT WET LOC�AOS FLOOR CEILING WITH ACOUSTIC DETAILS FLOOR/CEILING WITH ACOUSTIC DETAILS 09/20/2019 BID SETQ" C- TYPICAL FLOOR/CEILING CONSTRUCTION - CEILING CONSTRUCTION AT -�•1 FLOOR/CEILING CONSTRUCTION AT C-3■ FLOOWCEILING CONSTRUCTION ATUNLESS OTHERWISE NOTED.JOIST SIZE LOATIONS.JOIST SIZE VARE DATE ISSUED FOR �. ACOUSTIC FLOORS - INTERIOR ACOUSTIC FLOORS - INTERIOR ca VARIES-SEE STRUCTURAL PLAN FOR PLAN FOR DIMENSIONS. SPACE ABOVE INTERIOR SPACE. SPACE ABOVE EXTERIOR SPACE. „a DIMENSIONS. . - Austin Patterson Dlsston '�µ. , Architects �+ 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,fax(203)254-1390 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 0 apdarchitects.com w - . CAGNAZZI RESIDENCE . 12700 NEW SUFFOLK AVENUE,CUTCHOGUE,NEW YORK, 11935 6 Drawing Title: WALLAND CEILING TYPES O - o Project No.: Project Manager: TS Drawing No: 18014 Team: DK, CB z A-405 A . Issued on: 6/9/2020 for . F H PERMIT SET OWNERSHIP AND CONDITIONS OF USE: WALL AND CEILING TYPES F1 DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN SCALE■ (1 , I-O" THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT . THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY _ ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN WRITING WITHIN TEN(10)DAYS.REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- . A PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE H 4"-.-- - PROCEEDING. THIS DRAWING IS COPYRIGHT. F- ---- I I NOTE: DO NOT SCALE DRAWINGS 1 2 - • - 3 4 5 :-- -, - 6 7 NERAL II DOOR NOTES: Y 1.ALL WINDOWS AND DOORS TO BE IMPACT RATED. 2.ALL WOOD WINDOWS AND DOORS TO BE MAHOGANY OR APPROVED EQUAL. WINDOW & DOOR SCHEDULE INTERIOR DOOR&CASED OPENING SCHEDULE 3.ALL WINDOWS AND DOORS TO BE FACTORY PRIMED. Frame Frame Egress Tempered 5/8"X 5 1�4'WATERPROOF MDF 4.STEEL UNITS ARE NOTED ON THE SCHEDULE. ID Type Operation g p Notes ID Type Operation Leaf Leaf Transom Width Height _ Unit _ Glass Width Height Height Notes 101 A 2 WIDE SINGLE HUNG-SB/ FIXED TRANSOM 97" 82" 001A B SINGLE DOOR 36" 90" _ �, WINDOW NOTES. 102 B INSWING DOUBLE DOOR 72" 95 1/8" - 103 PAINT GRADE 1.ALL WINDOWS TO HAVE UNLACQUERED BRASS HARDWARE,TYP. 101A A CASED OPENING 34" 93" 18 1/2" FF1 C SINGLE HUNG-SB/ FIXED TRANSOM 28 3/4" 82" T - ........- ....................-. _.. .. ._._...- --......_......._..... 2. FOR OPERABLE WINDOWS:ALL UNITS WITH INTERIOR SCREENS(E.G. 4 D DOUBLE HUNG-WC/ FIXED TRANSOM 50 1/2" 82" 102A B SINGLE DOOR 27 1/8" 92 1/2" - STAIN GRADE WHITE OAK --- --- '---- 1"X 7 3/4"WOOD SUBFRAME OUTSWING CASEMENTS)TO RECEIVE CLEAR-VUE SCREENS.ALL UNITS WITH 105 D DOUBLE HUNG-WC/ FIXED TRANSOM 501/2" 82" 1026 6 SINGLE DOOR 27 1/8" 92 1/2" - STAIN GRADE WHITE OAK +, BY DOOR SUPPLIER EXTERIOR SCREENS(E.G. DOUBLE-HUNGS)TO RECEIVE BRONZE MESH SCREENS. 103A B SINGLE DOOR 32" 93" 106 D DOUBLE HUNG-WC/ FIXED TRANSOM 50 1/2" 82" - STAIN GRADE WHITE OAK - I INTERIOR DOOR JAMB 3.ALL WINDOWS TO HAVE 2"SILLS. 104A C SINGLE POCKET DOOR 51 1/4" 95" 20" STEEL SASH TO MATCH REAR DOORS 2 E FIXED 23" 36" - - 4.CASEMENT WINDOWS TO BE PUSH-OUT CASEMENTS. 1046 B SINGLE DOOR 28" 93" STAIN GRADE WHITE OAK 108 F INSWING SINGLE DOOR 38" 95 1/8" - ��, `+� If ' 105A C SINGLE POCKET DOOR 41" 93" 18 1/2" STAIN GRADE WHITE OAK 5.DOUBLE HUNG WINDOWS TO BE WEIGHT AND CHAIN. 109 G OVERHEAD SECTIONAL DOOR 109" 108 1/2" if i 110 G OVERHEAD SECTIONAL DOOR 108A A CASED OPENING 97" 94 1/2" 18 1/2" STEEL SASH TO MATCH REAR DOORS 109" 108 1/2" 110A D DOUBLE DOOR 43 1/2" 94 1/2" 18 1/2" STEEL SASH TO MATCH REAR D ''j + � '' OORS G OVERHEAD SECTIONAL DOOR 109" 108 1/2" M i i EXTERIOR DOOR NOTES: 1106 D DOUBLE DOOR 43 1/2" 94 1/2" 18 1/2" STEEL SASH TO MATCH REAR DOORS 1.ALL EXTERIOR DOORS TO HAVE UNLACQUERED BRASS HARDWARE. 112 H SINGLE HUNG-SB In H 40 1/2" 61 1/2"' - - ! + j ' ii' i HARDWARE TO BE MULTIPOINT. HANDLES SHALL NOT BE INCLUDED AND WILL 113 H SINGLE HUNG-SB 110C D DOUBLE DOOR 43 1/2" 94 1/2" 18 1/2" STEEL SASH TO MATCH REAR DOORS - ! BE SELECTED SEPARATELY. 401/2" 611/2"' - _ / /,-' 111A B SINGLE DOOR 36" 93" + �/ 114 H SINGLE HUNG-SB _ ,/ '• PAINT GRADE � �' �`•• 2.ALL EXTERIOR DOORS SHALL BE 2 1/4"THICK UNLESS OTHERWISE NOTED. 112A D DOUBLE DOOR 43 1/2" 94 1/2" 18 1/2" STEEL SASH TO MATCH REAR DOORS ' � _ 5 G OVERHEAD SECTIONAL DOOR 109" 108 1/2" ,/ I• / i _ 113A B SINGLE DOOR 33�1 2" 93i; ! O 3. DOOR SCREENS SHALL BE PROVIDED AS NOTED IN SCHEDULE. 116 I FIXED / STAIN GRADE WHITE OAK = 29" 48" - r 1136 B SINGLE DOOR 36 93 PAINT GRADE i 117 I FIXED 29" 48" - _ - v , � 6 , , �\ 4.ALL DOOR GLAZING IS TEMPERED. _ 113C B SINGLE DOOR 36" 93" PAINT GRADE 118 I CASEMENT 29" 48" _ - _ ._...._..._.. .........._._..........__....-.;<........._..............__.... ..._. ... ............_...._.. . 113D A CASED OPENING 47 1/4" 93" INTERIOR DOOR N TE 19 L OUTSWING SINGLE DUTCH DOOR 38 95 1/8 - - _._ � - • „ _ Sm 114A B SINGLE DOOR 36" 93" 120 H SINGLE HUNG-SB / T - PAINT GRADE / ;' �, 1. LEAVES SHALL BE 13/4"THICK UNLESS OTHERWISE NOTED. 121 J 2 WIDE FIXED TRANSOM 115A B SINGLE DOOR 36" 93" PAINT GRADE 104 1/2" 19" - - - 122 J 2 WIDE FIXED TRANSOM 116A E SLIDING DOOR 28" 84 1/2" - PAINT GRADE 104 1/2" 19" - - 118A B SINGLE DOOR 36" 93" 123 J 2 WIDE FIXED TRANSOM 104 1/2" 19" - _ - STAIN GRADE WHITE OAK FIBERGLASS MESH TAPE 124 J 2 WIDE FIXED TRANSOM 202A E SLIDING DOOR 227" 93" _ - 104 1/2" 19" - _ PAINTED TO MATCH REAR DOORS SPACKLE 125 J 2 WIDE FIXED TRANSOM 203A B SINGLE DOOR 36" 93" STAIN GRADE WHITE OAK 1/2 GWB 104 1/2" 19" - _ - 126 K SINGLE POCKET DOOR/ FIXED TRANSOM 52" 1183/4-1 203B A CASED OPENING 36" 93" - - CODE REQUIREMENT 1/2 PLYWOOD 1.ALL GLAZED OPENINGS TO COMPLY WITH THE REQUIREMENTS FOR PROTECTIO STEEL UNIT, POCKET DOOR LEAF: 53 1/2" x 93 1/2" 203C B SINGLE DOOR 28" ]g11 FROM WINDBORNE DEBRIS ACCORDING TO THE REQUIREMENTS OF THE LARGE 127 M SLIDING DOOR 207 1/2" 1181/2" - STAIN GRADE WHITE OAK MISSILE TEST OF AN APPROVED IMPACT RESISTING STANDARD OR ASTM E 1996 STEEL UNIT 204A B SINGLE DOOR 34" 93" STAIN GRADE WHITE OAK AND ASTM E 1886 AS PER R301.2.1.2 OF THE RESISTING RESIDENTIAL CODE OF NEW 128 M SLIDING DOOR 207 1/2" 118 1/2" STEEL UNIT 204B B SINGLE DOOR 34" 93" - STAIN GRADE WHITE OAK TYPICAL !NTIRIOR��O��RDETAIL AND STATE. 129 N FIXED 102 1/2" 116" STEEL UNIT 205A B SINGLE DOOR 34" 93" STAIN GRADE WHITE OAK 2.ALL GLAZED OPENINGS TO COMPLY WITH REQUIREMENTS OF R308 OF THE 130 O SINGLE POCKET DOOR/ FIXED TRANSOM 52" 118 3/4" STEEL UNIT, POCKET DOOR LEAF: 53 1/2"x 93 1/2" 205B B SINGLE DOOR 30" 93" - STAIN GRADE WHITE OAK SCALE: 6 = 1 -02 020 RESIDENTIAL CODE OF NEW YORK STATE FOR SAFETY GLAZING IN 1 P OUTSWING SINGLE DOOR/ FIXED TRANSOM 51 1/2" 116 3/8" 53"TRANSOM FRAME WIDTH HAZARDOUS LOCATIONS. 132 Q 2 WIDE SINGLE HUNG-SB/ FIXED TRANSOM 71" 102 1/4" - 206A B SINGLE DOOR 2g" 93" _ - STAIN GRADE WHITE OAK 133 Q 2 WIDE SINGLE HUNG-SB/ FIXED TRANSOM 71" 102 1/4" _ 207A B SINGLE DOOR 28" 93" - STAIN GRADE WHITE OAK 134 Q 2 WIDE SINGLE HUNG-SB/ FIXED TRANSOM 71" 102 1/4" - _ 208A C SINGLE POCKET DOOR 36" 93" - STAIN GRADE WHITE OAK 135 Q 2 WIDE SINGLE HUNG-SB/ FIXED TRANSOM 71" 102 1/4" - 208B D DOUBLE DOOR 54" 93" - STAIN GRADE WHITE OAK 136 Q 2 WIDE SINGLE HUNG-SB/ FIXED TRANSOM 71" 102 1/4" - _ 209A A CASED OPENING 32" 93" -_ 201 H SINGLE HUNG-SB 210A B SINGLE DOOR 30" 93" PAINT GRADE \ 40 1/2" 61 1/2" - - 211A B SINGLE DOOR . 32" 93" STAIN GRADE WHITE OAK 202 H SINGLE HUNG-SB I •,••l. /,---,! '`e`' 2116 D DOUBLE DOOR 64 1/2" 93" - PAINT GRADE " ` ,' �, !; 203 H SINGLE HUNG-SB 401/211 611/2" - - ; , , -- _ 212A A CASED OPENING 32" 93" 204 R FIXED 13 3/4" 149 7/8" - - PAINTED TBD 213A B SINGLE DOOR 30" 93" 205 S FIXED PAINT GRADE _ "& c 132" 149 7/8" PAINTED TBD 214A B SINGLE DOOR 32" 93" 206 R FIXED STAIN GRADE WHITE OAK �• 13 3/4" 149 7/8" - PAINTED TBD 2146 D DOUBLE DOOR 64 1/2" 93 - PAINT GRADE 207 H SINGLE HUNG-SB 401/2" 611/2" E - 208 H SINGLE HUNG-SB _ 215A B SINGLE DOOR 32" 93" - STAIN GRADE WHITE OAK 40 1 2" " 209 H SINGLE HUNG-SB611/2" 216A B SINGLE DOOR s: - T GRADE 40 1/2 30 93 PAINT ;; %� ;'i . 1i,% 2`. ,,, �� ® �\• 210 T CASEMENT 217A B SINGLED �• 23 30 T DOOR 30 93 PAINT GRADEi E-+ 211 U SIN �� 218A B �� ::....::: :.:.:.::..:..•, SINGLE HUNG SB 30 1/2 61 1 2.. _ SINGLE DOOR 32 93 ST . .: ...: .::.• ; '' . / T AIN GRADE WHITE OAK W a . � 212 U SINGLE HUNG- �� �� SB 219A C SINGLE POCKET DOOR 3012 - 30 93 - 611 / /2 T PAINT GRADE .®����., 2196 B SINGLE DOOR 28" 93" PAINT GRADE �: � E� 213 I CASEMENT 2911 _ _ , 220A B SINGLE DOOR 32" 93" 214 I FIXED PAINT GRADE 29" 48" _ _ - ; 221A D DOUBLE DOOR W 215 I CASEMENT 29" 48" - - _ 34" 60" STAIN GRADE WHITE OA< a'' 2216 D DOUBLE DOOR 34 60 STAIN GRADE WHITE OAK 216 U SINGLE HUNG-SB 30 1/2" 61 1/2" - T 222A B SINGLE DOOR 36" 84" STAIN GRADE WHITE OAK 0 217 U SINGLE HUNG-SB 30 1/2" 61 1/2" - T - 301A B SINGLE DOOR 33" 84" j C _ _ PAINT GRADE i ALIGN p FIXED 31" 36" , 0 219 U SINGLE HUNG-SB 3016 6 SINGLE DOOR 36" 84 PAINT GRADE I; 30 1/2" 61 1/2" - T 301C A CASED OPENING 36" 84" II I I N 220 U SINGLE HUNG-SB 30 1/2" 61 1/2" - T - 221 I CASEMENT 29" 48" 301D B SINGLE DOOR 36" 84" PAINT GRADE I 302A B SINGLE DOOR 36" 84" C11PAINT GRADE 222 I FIXED 2g" 48" - _ - 303A B SINGLE DOOR 361184" 223 I CASEMENT 29" 48" - PAINT GRADE 304A B SINGLE DOOR 36" 84" ! I ' ! � PAINT GRADE �l 224 U SINGLE HUNG-SB 30 1/2" 61 1/2" T 225 U SINGLE HUNG-SB 301/2" 61 1/2" - T l 0 227 V FIXED 29" 4811 ALL INTERIOR DOORS ARE 13/4" THICK UNLESS OTHERWISE NOTED Ii °O 228 H SINGLE HUNG-SB 401/2" 611/2" - - -.- I : �+ 229 H HUNG-SB 401/211 61—1/2- SINGLE Q 230 AA OUTSWING SINGLE DOOR 42" _951/8' 231 U SINGLE HUNG-SB 30 1/2" 611/2" - I ! � I 232 U SINGLE HUNG-SB 30 1/2" 611/2" O 233 AA OUTSWING SINGLE DOOR 44" 95 1/8" 234 BB 2 WIDE SINGLE HUNG-SB 821/2" 611/2" D4 WINDOW AND DOOR HEAD HEIGHTS z SCALE. - O 235 AA OUTSWING SINGLE DOOR 44" 95 1/8" 6 = 1 0 Q 236 CC SINGLE HUNG-SB 50 1/2" 61 1/2" F, 238 DD SLIDING DOOR 228 1/2" 96 5/8" W PAINTED TBD 239 CC SINGLE HUNG-WC 50 1/2" 61 1/2" - - 241 H DOUBLE HUNG-SB 40 1/2" 61 1/2" - 242 EE OUTSWING DOUBLE DOOR 86" 95 1/8" 243 H DOUBLE HUNG-SB 40 1/2" 611/2" - VARIES-SEE SCHEDULE VARIES-SEE SCHEDULE C AW, 244 H DOUBLE HUNG-SB 40 1/2" 61 1/2" r 00 I O 245 H DOUBLE HUNG-SB 40 1/2" 61 1/2" - c o 246 H DOUBLE HUNG-SB I ALIGN 401/2" 611/2" a� o - - o p 247 H FIXED 401/2" 611/2" - N p 248 H SINGLE HUNG-SB 1Ir 1 401/2" 611/2" - - 41/z• 41/z• 4 412' N y 249 H SINGLE HUNG-SB _ _ 401 " � /2 61 1/2 40 1 2 611/2' - P L � .. 250 H FIXED / �� U � 251 H DOUBLE HUNG-SB 40 1/2" 61 1/2" - - ,� i "' . / �" LU SQUARE EDGE— SQUAREEDGE � Q 252 H DOUBLE HUNG-SB 40 1/2" 61 1/2" - T 1611/2" I'r' 253 H DOUBLE HUNG-SB 40 1/2" III ! o U 254 V FIXED 29" 4811 ci FIXED N v 301 FF 31" 491/2" a��r'�S I ' nr� FNO N Q 302 FF FIXED 31" 49 1/2" i ! . j; Jt:�ST(" �. 0 303 FF FIXED 31" 491/2" - - v 304 GG AWNING 43" 48" PAINTED TBD x 305 GG AWNING 43" 48" PAINTED TBD 306 GG AWNING 43" 48" � _ _ � Q 307 FF PAINTED TBD FIXED 31" 49 1/2" - _ A 7/2/2020 PERMIT SET - AMENDED U ^ 308 FF FIXED 31" 49 1/2" - - w STAIN GRADE OR w STAIN GRADE C ! f 6/8/2020 PERMIT SET 309 FF FIXED 31" 49 1/2" - _ N PAINT GRADE AS "' PAINT GRADE AS .. LU "' INDICATED IN In cn SCHEDULE w > INDICATED IN a, 1/13/2020 0 310 X FIXED - 23" 26" - w Ln SCHEDULE - CONTRACT SET ( CLUDES BUBBL S)REV.4 1/13/2020 REV.4:VARIOUSREVISIONS(SITE-2,SITE-5,SITE-6, 11 FF SINGLE HUNG SB In 4 SITE-7,A-100,A-101,A-102,A-103,A-104,A-201,A-202,A- � O' 31" 491/2" - W � 0 N 312 FF SINGLE HUNG-SB 31" 49 1/2" 203,A-204,A-301,A-302,A-303,A-304,A-401.1,A-401.3,A- 49 A-402.1 A-402.3 A-404.1 A- 600.1,A-600.2,A-600.3, 313 FF SINGLE HUNG-SB 31" 49 1/2" - - A-801 A- � 314 FF FIXED �� �� _ j i . ' ' 802,A-803,S100,S-101,S-102,S-103,S-105,S-2, E E-101,E-102,E-103 180 1/8 90 U 315 FF FIXED _ 31" 491/2" - 316 FF FIXED 31" -4-91/2" - - --------------- 09/20/2019 BID SET � 317 FF FIXED 31" 491/2" DATE ISSUED F b — OR 00 Ca o KEY: N = Austin Patterson Dlsston SB SPIRAL BALANCE � ? 0 WC = WEIGHT AND CHAIN app Architects (� 376 Pequot Avenue,PO Box 61,Southport,CT 06890 203 25 4 Q g Quogue,NY 11959(631)653-1481,far(631)653-6605 p ( ) 5 031,far(203)254 1390 apdarchitects.com (� 44 uo ue Street,PO Box 1707, 0 04 a rel o 00 CAGNAZZI RESIDENCE M co 12700 NEW SUFFOLK AVENUE,CUTCHOGUE,NEW YORK, 11935 suBFLooR - - - - Drawing Title: 3 PANEL DOOR 1 PANEL DOOR WINDOW & DOOR SCHEDULE oN O Project No.: Project Manager: TS Drawing No: 18014 Team: DK, CB Q F3 INTERIOR DOOR ELEVATIONS TYPICAL INTERIOR DOOR A-600._ 1 o SCALE: 1" = 1'-0" F4 SCALE: 1" = 1'-011 Issued on: 7/2/2020 for F Q w PERMIT SET OWNERSHIP AND CONDITIONS OF USE: DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT, THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE PROCEEDING. Cn THIS DRAWING IS COPYRIGHT. NOTE: DO NOT SCALE DRAWINGS 1 2 3 4 5 6 j I F4 F1 F4 F1 F5 C1 I j STRUCTURAL LEGEND STRUCTURAL NOTES: A-301 -401. A-304 I I PA GENERAL I I I I POST ABOVE 1. ALL STRUCTURAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE BASIC I f, ; PB-�I POST BELOW BUILDING CODE OF THE STATE OF NEW YORK,LATEST ADDITION. ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH 26'-3" 41 5" 30'-111n• 8._2 z• ' I SPECIFICATIONS,ARCHITECTURAL AND MECHANICAL DRAWINGS. ' I PA/B� POST ABOVE&BELOW I I f . ALL DIMENSIONS SHALL BE VERIFIED BY THE CONTRACTOR. THE GENERAL I 20' " 4" 10'-3" 20 3" 10'-3" 4" 10'-2" 10'-11/2' 10'-4" 4" - - - HA CONTRACTOR SHALL COORDINATE AND BE RESPONSIBLE FOR THE APPROVED I I HSS POST ABOVE SIZE AND LOCATION OF ALL OPENINGS THROUGH ROOF,FLOORS AND WALLS. �/ RETAINING WALL-SEE HB . ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY FOR THE _ _ _ _ _ r - - - - , r - - - , � HSSPOSTBELOW I I I I L - - - - - - - - - - - J I L- - - _ - _ - - - - -- - - -- - - - - - - I L - - - - - - - - - - - J I I LANDSCAP DRAWINGS 1- - HSS POSTS ABOVE&BEL SAME,AND SIMILAR CONDITIONS,UNLESS OTHERWISE SPECIFICALLY NOTED. ' I H'°`/B . CONTRACTOR SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ALL I I F 4 I I I ^ f 4 I T.O.W. I OW TEMPORARY BRACING AND SHORING REQUIRED TO MAINTAIN STABILITY OF THE I �- - - - - - I - -� o I I r - - - - - - - - - - - � (-) 1'-3 5/8"ARCH I HD STRUCTURE DURING CONSTRUCTION. r - - - - - - - - - - - - - � I r _ - - - - - - - - - - � I I I o I I I � HOLDDOWNLOCATION M I I I F-3- - -- - J T.O.W. F-3� - - - - J I I � _ ;� - - - - - J 10.32'CIVIL � - - , I I - - - - � I I - - - I ---L, . . / r - - - - - - - - - - - - - - - - - - - - - - - (-) 1'-35/8"ARCH L- - - - - - - - - - - - -1 L- - - - - - - - - - -I L - - - - - - - - - - I I L-=- .� LOAD BEARING WALL FOUNDATIONS / / I I I A ,'/ ° ! oo I I I 1. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OF MINIMUM BEARING 10.32'CIVIL _ _ _ - - - ;o� - - - - - - -'- -- - - -,- - - - ' -"""�"' EAR CAPACITY OF 2 0 TONS PER RE FOOT CONTRA I I ° ; �`. I I SH WALL R SQUA CONTRACTOR SHALL NOTIFY THE - - - - - - -- - - - - - - - - - - - - - - - - - - I \_3-0"x 6'-0"x 12"FOOTING; T-0"x 6 4'x 12"FOOTING - - - - - - - _ - - - - - - - - - f° I ENGINEER WHEN CONSTRUCTION IS TO BEGIN SO THAT SOIL BEARING CAPACITY I r - - - - - - - - - - - -1 r - I HSS- HOLLOW STRUCTURAL SECTION - - - - - - - - - 1 1" 5" I ( #5@12 O.C. #5@12"O.C• L - -I- - J F-3� - -I- - � I L I J I C1 t L - - - _ J �� _ CAN BE VERIFIED AND FOOTING ELEVATIONS ADJUSTED IF REQUIRED. A-303 L J _ _ J r I Ci . BACKFILL WITH APPROVED MATERIAL,BACKFILLING UNDER THE SLAB,AROUND I - T.O.W. I F-3.5� I I I I ``--F-3 I I A-303 ALL POSTS TO BE(3)2x POSTS UNLESS PIERS AND ON EACH SIDE OF FOUNDATION WALLS SHALL BE DONE IN LAYERS, I I (-)V-3 5/8"ARCH I I I OTHERWISE NOTED. NOT TO EXCEED 12".COMPACTION SHALL BE 95%OF MAXIMUM DENSITY AT RETAINING WALL-SEE I I 10.32'CML I I *(2)2x POSTS AT 2x10 WINDOW LANDSCAPE DRAWINGS 1'-0" 1/4" 3/4• � �� ,_ „ I I HEADERS OPTIMUM MOISTURE CONTENT. I I 19'-7 10'-3 1-6 18 9 1-6 20'-63/4' 19'-63/4" I 8" 1 I I . EXCAVATION SHALL BE PROTECTED FROM FROST IN COLD WEATHER. I a I T-0"x 7-6"x 12"FOOTING; - - - - - 5'-G x T-6"x 12"FOOTING I I . I I . REMOVE ALL WATER FROM EXCAVATION PRIOR TO CONCRETE PLACEMENT. T.O.S. m . CONTRACTOR SHALL NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FIRST #5 @ 9"O.C. BOTH DIRECTIONS�I I _ _ I I o+ (-) 1-3 5/8"ARCH _ - - #5 @ 9"O.C. BOTH DIRECTIONS I I o I 1 , ,� LEVEL FRAMING IS SECURED IN PLACE. I I F-4.5 i 10.32'CIVIL i 21/4" I I FOOTING LEGEND -- - - - - - - - - J EL - - - - - - - J - - J ^ I I I I j F-2.5 r-6°x2'-6"x12"; CONCRETE - - - - - - - - - - - • ° ° R AR 1. MATERIAL: F'c=3000 PSI AT 28 DAYS;3500 PSI FOR GARAGE SLABS. I I ( °D �. - I T.O.S. I I I NO EB , ALL CONCRETE EXPOSED TO WEATHER INCLUDING CONCRETE FOR EXTERIOR F-4 I I 18"x 18"PIER I � • � ,_ `� (-) 1'-3 5/8"ARCH I ° I =y n. 03YCI - J c L - I 11 VIL F-3.5 L F-3 I _ F-3 3 x T x 12 FOUNDATION WALLS SHALL BE AIR-ENTRAINED. I I • • - - - - , r _J I I r 4 #5 @ 12"O.C. BOTH DIRECTIONS ROD REINFORCEMENT SHALL BE IN ACCORDANCE WITH ASTM A615,GRADE 60 g' Io L - - - - - - - - - - - - - - - - - - - - -_ - - - -J I - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = I TYPICALLY;GRADE 40 FOR TIES AND STIRRUPS. _ , r T.O.W. I : 1 I I I F_g . MESH REINFORCEMENT SHALL BE IN ACCORDANCE WITH ASTM A185 AND A82. 4„ .5 3-6' x 3-6' x 12"; 0'-3 3/4"ARCH I " - Ln - - I I I . ALL DETAILS WORKMANSHIP AND PROCEDURES SHALL CONFORM TO ACI 318 `-' L _ _J I I 11.31'CIVIL ( ° ° `' ( o ° #5 @ 12"O.C. BOTH DIRECTIONS I N I I ILATEST EDITIONS. - _ J 1 1 L r J I I F-4 4'x 4'x 12"; . ALL BARS MARKED"CONT'SHALL BE LAPPED 40 BAR DIAMETERS AT SPLICES AND L - - - - Fl I I T.O.S. I 1- #5 @ 12"O.C. BOTH DIRECTIONS CORNERS AND SHALL BE HOOKED OR EXTENDED T-0"MINIMUM. A-302 F - I I P (-) 1-3 5/8"ARCH L _ _ - - _ J T.O.W. T.O.W. I ° I I A-302 . CONCRETE POURS IN WALLS SHALL NOT EXCEED 60 FT IN LENGTH OR 40 FT 10.32'CIVIL (-)0'-3 3/4"ARCH (-)V-3 3/4"ARCH I I I I I F-4.5 4'-6"x 4'-6"x 12"; FROM CORNER. NO HORIZONTAL CONSTRUCTION JOINTS IN WALLS ARE 00 11.31'CIVIL 11.31'CIVIL I I I I I PERMISSIBLE. I I I #5 @ 12"O.C.BOTH DIRECTIONS 9.96'CIVIL I f T.O.W. �;' _ J- - - I I T.O.S. I . CONCRETE POURS OVER STEEL DECK SHALL NOT EXCEED 100 FT IN LENGTH IN l'-8"ARCH T.O.W. T.O.S. I • _ (-) 1'-3 5/8"ARCH I I I EITHER DIRECTION. °r 9.96'CML (-) 1'-3 5/8"ARCH 1 ° I 10.32'CIVIL I ( I I I M (-)0'-3 3/4 ARCH o o I . FILL SOLID WITH CONCRETE AROUND SLEEVES,SLOTS AND DUCT OPENINGS IN v 1 11.31'CIVIL 10.3Y CML I I I ° I '" I FLOORS. I I I - F-31 I I I I I I 10.CURING OF CONCRETE IS TO START AS SOON AS SURFACE WILL NOT BE MARRED I I I L -I T.O.W. `:' F i L , 5-101/2' T�ln" 6'_33/4" I 8„ L ,_81/z. 1, 6„ 8, I BY FINISHING.IT IS NOT PERMISSIBLE TO DELAY CURING UNTIL THE NEXT 11 6'-81/4" I 1'-0" I T.O.S. I I (-)0'-7"ARCH `~ I I I MORNING AFTER CONCRETE IS CAST. V-3 5/8"ARCH I 11.04'CIVIL I I T.O.W. I I F_3 I I A-301 F-4 I I 10.32'CIVIL I L J STRUCTURAL STEEL M A50 RADE ( y 46 4' 8,. ° in I i (-)0'-3 3/4"ARCH r _J r I Cl TRUCTURAL STEEL - - 11.31'CIVIL _ - - - " _ ^' �� � 1 10" I I A-301 1. MATERIAL:ASTM A36 FOR LAST 0 G B F = l ' S - I -v I L 8„ 4 l I I 1 ° I KSI)FOR STRUCTURAL TUBE. . I 1'-0" . 4'-2"' S'-103/a• 10'-11n" 10'-11/z, 10'-41/2• 1/4, r '" _ ° _ F-3 I _ - - - 9-11 1'-0" I I ? I - WORKMANSHIP:AISC"SPECIFICATIONS FOR DESIGN,FABRICATION,AND r - - -= -- - - - - � ° L - - - - - - - - - _l-- - - - - - - - - J - �r .o - - - - - - - -1 r - -I = _ - - ^ I ° ° c., ^ _ _ 1 ° I o0 18"x 18" I 1 ERECTION OR STRUCTURAL STEEL FOR BUILDINGS"LATEST EDITION. :-� �o d- J :� PIER L- - `�' F-3-\.,rN - - - - - - -- - L , ° I ° 1 ELECTRODES OR 0 TED WITH 3/4ADIAMETER A-325 FRICTIONBOLTSS r - F-3 i F 3 I II �'• r.. n _ I - - - - , - - - - - .13/4' :- . BEAM CONNECTIONS SHALL BE GENERALLY IN ACCORDANCE WITH AISC MANUAL. - - - _ _ _ -, I I I I I I I I I I I I c. . COLUMNS SHALL BE PLUMBED AND BRACED WITH TEMPORARY BRACES UNTIL I v I l - PA I �' I .�• I I .�. I I 1 I I - - I I I LATERAL BRACING MEMBERS ARE IN PLACE. - - - - - - - - - - -'- - -'I-' - -l '- - -' - - - - - - - - - I ° 8" 4" I BEAMS FRAMING INTO WEBS OF COLUMNS SHALL HAVE STIFFENED CONNECTION - - - T.O.S. I i T.O.S. I T.O.S. IPA I IPA I I p SHA I IPA�r I I 1n• 1n" 3/4• I I WITH SAFE LOAD CARRYING CAPACITY OF REACTIONS INDICATED ON THE PLANS. (-) V-3 5/8"ARCH 1'-1" . 8'-73/4" I V-6" (-)1'-3 5/8"ARCH I I I I I I I I I T.O.W. - - - _ S 3' T 3 4' 11 0" 1 0 L - -I- - J L _ _I_ - -1 I _ _I_ _ (-)0-3 3/4"ARCH I PROVIDE STEEL SHOP DRAWINGS FOR REVIEW AND APPROVAL BY STRUCTURAL 9.21'CIVIL I I 10.32'CIVIL N i 1 10.32'CIVIL i I I N I L 11.31'CIVIL I I T.O.S. T.O.W. _ _ _ _ _ - - -'- I- - I I - c (-) 1'-3 5/8"ARCH T.O.S. I I ENGINEER PRIOR TO STEEL FABRICATION. T.O.W. T.O.W. ^ L - - - - J (-)0'-6"ARCH o (-) V-3 5/8"ARCH I I S. PROVIDE LOOSE LINTELS AS LISTED BELOW OVER OPENINGS IN MASONRY WALLS ��T-6"x 12'-6"x 12' FOOTING; I - - - o0 10.32'CML 11.12'CIVIL 00 10.32'CIVIL i UNLESS OTHERWISE SHOWN ON DRAWINGS: (-) V-3 5/8"ARCH (-)0'-3 3/4"ARCH I I I I I i #5 @ 9' O.C. BOTH DIRECTIONS I I 6=0"x 6'-0 x 12" I -OPENINGS UNDER 4'-0": L 4 x 3 1/2 x 5/16 I 10.32'CIVIL 11.31'CML I I I I FOOTING; #5 @ 9' O.C. M a 1/z• 51-93/4" I / / , �, I -OPENINGS 4'-0"TO 6'-0": L S x 3 1/2 x 5/16 I - - - - I I I I BOTH DIRECTIONS = ^ - ° 3'-5 8' -PROVIDE ONE ANGLE FOR EACH 4"WIDTH OF WALL: LENGTH= M.O. +16" . I ` c I SHA I DOUBLE WALL AT FULL °' I I T.O.BEAM POCKET - -F-3.5 I I TEFL JOISTS r" BASEMENT.FIRST POUR I I (-) V-3 5/8"ARCH �' ° q I I I I I � I I :-a I 1 1. ALL STEEL JOISTS SHALL BE IN ACORDANCE WITH THE STANDARD T.O.W. FOUNDATION FOR FULL _ 10.32'CML I �' I I SPECIFICATIONS K-SERIES ADOPTED BY THE STEEL JOIST INSTITUTE OF STEEL Fl 4" 8' I (-) 3/4"ARCH I I 1 I BASEMENT WITH T.O.S. I I I ' I I r. CONSTRUCTION INC.AND RECOMMENED CODE OF STANDARD PRACTICE. 00 I i I 11,31'CML I - - - - - - -� WATERPROOFING SYSTEM -7 iv (-) V-3 5/8"ARCH I. I I ' -401.3 o I 1-0" 16'-7'/4" 1'-53/4" l0 �,4'-6" i0 I 7'-0"x 11'-0"x 16"FOOTING; I I 1 7 I . JOISTS SHALL CARRY DESIGNATED LOADS AS INDICATED ON PLANS AND N I THEN POUR REMAINDER 10.32 CIVIL I:, I T.O.W. I CORRESPOND TO LOAD BEARING CAPACITY IN ACCORDANCE WITH STANDARD I I #5 @ 9"O.C. BOTH DIRECTIONS I I •-+ I CONCRETECD7 I - I - - - 5'-0"x 5'-0"x 12"FOOTING; I OF FOUNDATION. L~ (-) 1'-3 5/8"ARCH LOAD TABLE BASED ON MAXIMUM ALLOWABLE TENSILE STRESS OF 30 KSI. F-2 5 I I PAD FOR f - I f�#5 @ 12"O.C. BOTH DIRECTIONS I I - - - T.O.W. 10.32'CML ALL JOISTS SHALL BE WELDED TO SUPPORTING STEEL. I - - ELEVATOR I I I F-2.5 3'-6"x 4'-6"x 12" FLUSH WITH (-)0'-3 3/4"ARCH I I BRIDGING SHALL BE OF THE DIAGONAL TYPE IN ACCORDANCE w/STANDARD 1 - ICRAWL SPACE SLAB 11.31'CML I - FOOTING; #5 @ 12' O.C.-----'- I SPECIFICATIONS. BOTH DIRECTIONS MASONRY I T.O.S. PA- IX_1 L _ I L�J I I� I PA- ". I 1'-3 IVI ARCH I 1 C HA 10.32'CML I 1. MATERIAL:ASTM C90,fm= 1750 PSI I _ _ _ _ _ _ _ _ _ I I L _ _ J I T.O.BEAM POCKET I F2 MORTAR FOR INTERIOR MASONRY SHALL CONFORM TO ASTM C-270 TYPE N. I I 10'-6" 91-111/4" 10" 10" (-) V-3 5/8"ARCH 11-8" I -401.3 MORTAR FOR EXTERIOR MASONRY SHALL CONFORM TO ASTM C-476,TYPE S OR f - - _J '~ T-0"x T-0'"x 12"FOOTING; 10.32'CML - - 'Al-F-3.5I M.COLOR AND JOINT SIZE TO BE CONFIRMED W THE ARCHITECT PRIOR TO I T.O.W. °i L - - - - F-3 M F-3 F-3 I I T.O.BEAM POCKET r / o Ir, �#5 @ 12"O.C.BOTH DIRECTIONS-- - _ - _ _ -I- - v =� I COMMENCEMENT OF THE WORK. I � - - - - - - - - 1 r - - - � - � I ., I (-) 1-35/8 ARCH " :. (-) 1 3 5/8"ARCH I ��- L I I 10.32'CML 12 THICK HYDROSTATIC I I "v bo ° I . CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL I I 10.32'CIVIL T.O.S. T.O.W. I T.O.W. I - I I I-' SLAB AT FULL BASEMENT - - - - - _ T.O.W. NOT BE USED IN MORTAR OR GROUT IN WHICH REINFORCEMENT,METAL TIES I L -_ - _ (-) 1'-3 5/8"ARCH (-) 1'-3 5/8"ARCH I (-)1'-3 5/8"ARCH I (-)1'3 5 8'ARCH - - -I; �- -� - - - J OR ANCHORS ARE EMBEDDED. - - - - - - - - - - - - - - - - - I 10.32'CML 10.32'CIVIL I I 10.32'CIVIL I '" I 3 I I co = _ _ 10.32'CIVIL PA ^' _ - - _ 8" L _ _ _ _ - _ - _ _ _ J 8 4' g v I I I :. F 5 L- - J - I METAL TIES AND ANCHORS SHALL BE OF CORROSION RESISTANT METAL OR I - - , _ _I_ r;+ T.O.S. L - - - 1 z- 1'_p" 1/4- SHALL BE COATED WITH CORROSION RESISTANT METAL. T.O.W. L , r I _ L r - L - J oo r,l 1' 3 5 8" RC 5-11/ 8 L- - - - - -- - - -- - - - - - - - - - I (-)0'-33/4„ARCH ( I - - - - o N ° 5'-3" lU - M ARCH - - - - - - C1 -1 4„ g„ I o 11.31'CIVIL 4'-6"x 3'-0"x 12" 8„ 4„ I i 1 , I 4 1 1 = _ .32'CT.O.S.L T0 8„ 4„ cl LUMBER A-302 I I I In 4 „ 8 '° v (-) V-3 5/8"ARCH 1. MATERIAL: DOUGLAS FIR LARCH NO.2 - FOOTING F-3 I 1'-0" f '" r - - - - - - - A-302 T.O.S. I 1'-0" I M I_ 1 , N L - - J ` J i;, I 1-0 I ;� • 10.32'CML . TIMBER EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE TO BE (-)2'-5"ARCH = �_ - - - - - - - - 1- - - - I - 1 9.21'CIVIL I , %ov - - - - - - - - - 1 T.O.S. T.O.S. L - - - -- - -_ - - - - - - - - - - - - - - - - - - _ T.O.W. PRESSURE TREATED 2'-0"ARCH (-)2'-0"ARCH i °' c = (-)0'-3 3/4"ARCH T.O.W. EDGE OF ALL FLUSH FRAMING TO BE SUPPORTED ON METAL HANGERS,WITH SAFE LOAD J 0'- 11 ALIGNS WITH FACE ' 9.63'CIVIL 9.63'CIVIL (-) 3 3/4 ARCH CARRYING CAPACITY OF REACTIONS INDICATED ON PLANS. :� 4" 8' 11.31 CML 11.31'CIVIL . PROVIDE SOLID BRIDGING AT SUPPORT POINTS AND EVERY EIGHT FEET OF SPAN. 3'-0"x 8'-0"x 12" I � r '" � l_ - OF WALL ALL S FOOTING J`r- - - 9=111/4^ - - Z - - -'- - � - - 9_111/4' - - - - Z ` L - - - - - - - - - - -d•- - - - - - - - - - - - - - - - - - - , r _J � 0�� u, PLICES IN FRAMING MEMBERS TO OCCUR AT SUPPORT POINTS. r 1/z• ------------- FLITCH BEAMS TO BE CONSTRUCTED WITH(2)ROWS OF 1/2"DIAMETER I I I I THROUGH BOLTS AT 16"OC TOP AND BOTTOM. PROVIDE 1 1/2"CLEARANCE C5 T.O.S. ' A-303 -3 5/8"ARCH C5'Ilk T.O.S. (-)2'-0"ARCH T.O.S. FROM TOP AND BOTTOM EDGE. A-303 (-) V-3 5/8" ARCH . DOUBLE JOIST UNDER ALL NON-BEARING PARTITION WALLS. 10.32'CIVIL 9.63'CIVIL 10.32'CIVIL ° B. PROVIDE 3 1/2"x 3 1/2"PSL POST SUPPORT FOR ALL FLITCH,LVL AND GLU LAM T.O.S. En STEP �" T.O.S. (-)2'-0"ARCH BEAMS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING BELOW ALL T.O.W. `�° FOOTING T.O.W. POSTS DOWN TO FOUNDATION. (-) 1'-3 5/8"ARCH 9.63'CML V-8 3/4"ARCH (- N (-) 1'-3 5/8"ARCH . PROVIDE(2)2 x 10 HEADERS FOR ALL OPENINGS UNLESS OTHERWISE NOTED. STEP FOOTING--/" J 9 90'CML L EP FOOTING o C5 r6. 10.32'CIVIL 10.32 CML 10.PROVIDE SIMPSON H-10 CONNECTORS BETWEEN RAFTERS AND WALL PLATE, s• C5 TYPICAL. - - - - - - - - - - - - I I A-304 I 2'-2" 9-0/ - - o - - - - - - - - - - - - - - I �, C _ c T.O.W. 4 6 r- -00 V� "v ': I T-0"ARCH 10" p 00 00 r - - - - - - - - - - - - - - - - - - - - - - - - - - - 9.63'CML ° I -' I I L _ J oo I I D o I I I I T.O.S. � I -^I - - - - - - - - - - - - - - - - - - - - - - - - - - - -' 2'-S"ARCH I I I I I 9.21'CIVIL _ ' 1 T.O.W. „ �F-3.5 ao T.O.W. N L - - _ -o_ I (-)0-3 3/4 ARCH in ih (-)0'-3 3/4"ARCH N' I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - '- 11.31'CIVIL 11.31'CIVIL1-L -,�- - T.O.W. v I - - - - L 2'-5"ARCH I T Cz 9.21'CIVIL v y/� U 17'-01)2" 21'-101/r 3'-7z/s" 11'_ 3J4" g�_72/e• 20'-5" 4•_21/2" I r963" . . O Fl Fl F5 00 A-301 401. A-301 -401.1 "ARCH CIVIL I " v U I I I I I I I I I I I U I I I I I I I I L I I I I i I I I 6/9/2020 PERMIT SET r I I I r , L , r4 n REV.5:LANDSCAPE,STRUCTURE,HVAC(LO 1,L02,L03, O ( I I I I I I 1 13/18/2020 L04,L05,L06,L07, F04,F05,S-100,S-101,S-102,S-103,S-104,S-105,M-2,M-3, 8,L09,LPI,LP2,LTI,FO1,F02,F03, I I I I I I I I I I M-4,M-5) � I I . I I I I I I F-3 i r I J I I I I I L I I �F-3 1/13/2020 CONTRACT SET 'INCLUDES 4 O 1 1 I I I I I I REV.4:VARIOUS REVISIONS (SITE-2,SITE-5,SITE-6, 1/13/2020 I I 4 SITE-7,A-100,A-101,A-102,A-103,A-104,A-201,A-202,A- I I 203,A-204,A-301,A-302,A-303,A-304,A-401.1,A-401.3,A- I I I 401.4,A-402.1,A-402.3,A-404.1,A-600.1,A-600.2,A-600.3, o Fl A-801,A-802,A-803,S100,S-101,S-102,S-103,S-105,S-2, E I M A-304 I v I I I I I I I I A-304 E-101,E-102,E-103) I 09/20/2019 1 I I I I BID SET 00 �+ M I I I I �-4'x 22'x 12"FOOTING; i DATE ISSUED FOR ccs r L , f i I #5 @ 9"O.C. BOTH DIRECTIONS I I i L Austin Patterson Disston - - -� r I.-. apr� ^, . I--1 r t t L .� V - Architects F-3 I v I I I I I F 3 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,fax(203)254-1390 I I 5'-71/$" 14'-0" 4'-07/8" I I 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 0 i v i I : i apdarchitects.com w F3 I ° ' T.O.OPENING I I F3 A-304 I I 9.63'CML 10.63'CIVIL I I °� (-) V-0"ARCH I A-304 CAGNAZZI RESIDENCE ' I I 12700 NEW SUFFOLK AVE 0 1 I I I NUE,CUTCHOGUE,NEW YORK, 11935 Drawing Title: zo d ' i i i FOUNDATIONS I I I ' 4, 8" s" 4° Project No.: Project Manager: TS Drawing No: 23'-8° r-o" . 1 18014 Team: DK, CB Z e FS 1 T.O.W. T.O.W. I 1 N A-304 1 I F5 -100 Q IO I 11.31'CIVIL 12x24 FOOTING,TYPICAL 11.31'CIVIL I l I A-304 F W I (-)0 3 3/4"ARCH 12 FOUNDATION WALL ON (-)0'-3 3/4"ARCH Issued on: 6/9/2020 for h _ I L- - - - - - - .0'. - - - - - - - - - - - - - - - - - - - - - - J I PERMIT SET OWNERSHIP AND CONDITIONS OF USE: I -9- _ - _ _ _ _ _ _ - - - - - - - - - - - - - - DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN (� - - - - - - v T.O.S. ,•,,, THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER T.O.S. PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE 2'-0"ARCH SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT 9.63 CML 9.63'CML THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN 25'-8" WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- FOUNDATION PLAN PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE 00 1 a WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE F1 SCALE. 1 I11 - �1-011 PROCEEDING. Fl Cl THIS DRAWING IS COPYRIGHT. -401.4 A-304 NOTE: DO NOT SCALE DRAWINGS I 1 2 3 4 5 6 7 F4 FlF4 / ----A-301 --7777-; 401. -402'5--------------7777-- -----A--301 -----------7777-- --7777-- t--- ll,�ci 'l, STRUCTURAL LEGEND -------------------- 77---7777-- ,Z/ A-304 ` / r i ��. PB A� POST ABOVE ' ' ------------------------7777-- --------7777-- � / POST BELOW -------------------------------7777-- 1 -------7777-- . PA/B POST ABOVE&BELOW "NO HSS POST ABOVE HA j( � HB is ----------------- ': . r 1, J.y• .1 -...):; HSS POST BELOW / _.i _ ,.p n;. 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I /l i: I I;: I l I C5 A A PA-- XA-304 I A-304 it i t• ' i n i I '-. 1 ` H -_ :� - .. 7777. ........... ."- O � II ,� :, i < ! •1' �.____-'____-. . ._. •� _p.._....._ _ _. ...7777 ... ......7777 .._....�{7777 .. ......77__77 _ I 7777... ... o\ ' A A A PA PA D D --- ------7777-- PA 7777---- ------------------------------------7777-- ---------7777-- - ------------------7777-- --- ,_, -7777-- ------------7777-- >, .I O � Ii i _• ' J I fi ,� I cVl I 7 v .,.., - - -----------7777-- - - - - -- 7777-- - i f t I N _._...__.._. _7777 - ---------7777-- , '�" •'''�. I I � Fps •+�'+ C t ij ( `V '-' F4 -------- ------------------------------------------------L...l;. _�: c .r 00 A-301 F1 Fl F5 ; �: r,0• ; -401. i i PA-/ r,. r •T :- t 41 " 1•x••1 ( '' I U : is ........ _._........_........._.._... 1 , tl I I _ :-._._7__777_._.i 7_7_77...7777 ......._._ ........ .____ _ II I IC i II 6/9/2020 �' ' EV 5 LANDSCAPE,STRUCTURE, A 0 0 03 PERMIT SET R : E,S TURF,HV C(L 1,L 2 L vI �� PA-/ 3/18/2020 L04,LOS,L06,L07,L08,L09,LPI,LP2,LTI,F01,F02,F03, } \ I F04,F05,S-100,S-101,S-102,S-103,S-104,S-105,M-2,M-3, .. .d A r-t - HA M-4,M-5) O ! a; .__ 1/13/2020 C (INCLUDES REV. 4 Lam:.-J L��J � 1 ,__._____.__.. _..._.._..............................77.77.7__7___7___7..._-_..._. I _.__ ____ _. _.___ ,, ONTRACT SET BUBBLES)V i I ii 1/13/2020 REV.4:VARIOUS REVISIONS(SITE-2,SITE-5,SITE-6, SITE-7,A-100,A-101,A-102,A-103,A-104,A-201,A-202,A- ....--------I.__._..._......_.._.............. 203,A-204,A-301,A-302,A-303,A-304,A-401.1,A-401.3,A- Fl j F1 401.4,A-402.1,A-402.3,A-404.1,A-600.1,A-600.2,A-600.3, .. A-801,A-802,A-803,S100,S-101,S-102,S-103,S-105,S-2, E " It A-304 E-101 E-102,E-103) I✓+ A-304 � •: t4 09/20/2019 BID SET I: II , �•, -----7777t,----7777--7777-----7777-- f I, 1 I: d ISSUED FOR I `-------7'------------ 7------7777-- ------------------------y. _r Austin Patterson Disston f {U..1 I i' A HA c `{ ( ; �,. '. . . ; Architects 0 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,fax(203)254-1390 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 apdarchitects.com F3 y �F3 A-304 v A-304 0 CAGNAZZI RESIDENCE 12700 NEW SUFFOLK AVENUE,CUTCHOGUE,NEW YORK, 11935 d j Drawing Title: o ---........__.. __._ 1ST FLOOR STRUCTURE Q Project No.: Project Manager: TS Drawing No: V` _ q PA 18014 Team: DK, CB '� F5 7777-- S- 101 NA-304,r ---------7777-- re--------------7777-- F5 S- 1 0 1 A-304 Issued on: 6/9/2020 for F Q V A A A PA PA PA -'-------.--` --------------- ----- T PERMIT SET OWNERSHIP AND CONDITIONS OF USE: H _. rti D DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN �J THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS Q 1ST FLOOR STRUCTURAL PLAN INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- PAYMENT CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE F1 WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE PROCEEDING. _7! Fl Cl THIS DRAWING IS COPYRIGHT. NOTE: DO NOT SCALE DRAWINGS I I . 3 4 5 6 I I 7 F1 F4 F1 F5 C1 STRUCTURAL LEGEND A-301 -401. _-402.5 A-301 .. I �Ol. A-304 PA - POST ABOVE . PB-� POST BELOW STEEL STEEL STEEL ST r..\ - ..__._._ . - _. ..... ....-0..00 0._..-000 0-- -_0 0 00..._._._..._. . .._.. ._._.._..._--..--._..-_ .........-_._...._.......__...__- --..._ .._-._._0000..-----00 00.00 00_ E 0 000._............... ._- STS L S L S._ PA/B . _0000_ ._.. -0000.. EEL STEEL E TEE TEEI: I I iI POST ABOVE&BELOW T-01/4" 20'-71/r I 1. 10 41n" 20'-3" 10'-3., ip.{,.. 10'-lin" 10'-51/s 2._3s/a• HAS HSS POST ABOVE . ` I HB J ! ,......_._......_..._ ._ _._..............7000.. HSSP BELOW 0000.-0000..0000 i ------------------7777-- --- ---___......-•------_........ ....... -__. ....... - ......._(.2......... - 7 , I �o W r_____777777 77---77777777'- --{ a 3 1 3 4 x 11 7 8 LVL+ 213 8"FP-CONTINUOUS --- - 1,�` ---7777-- . 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I:II I �(I 'I DATE ISSUED FOR j1;I;l;.f , PA :iI'r ' I J. •i•I• ' i 1 O LLI - IL W 1O x 112 I W Austin Patterson W --- --- ------------------7777-- 1'W e son Dlsston . sapd �' 'I S 5x5X1/2: i Sx5x1/ :I ---- I(n , Architects I.........._. : 1 i• • .,.. 1 .4 , _-00077700.-.'. . . . : . . .I. I. A : I ' PAS i 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255 4031,fax(203)254-1390 :I 0 am It ;' -" � .---'---- -.- .77 07- 4 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 :1: .1 COm a C�! :1: :1 I : 1 : :I Q apdarchitects.com (�. i ^:I:r : I : :1: :I: : I : :I co F3 .. :i; I :I: :I t I ^ 1 F3 . A-304 1 '" '" A-304 xr1 ' : ,� : I : T :IN I N 11 fn : ___...___ m: .. ._....._..._...0 D_: :1 '-' .. I `1' M. l . ,o a t l: ko ¢:I: •-- o - --- _.-.m: 1.;70 00_.000 0__._._ 000 0 M 12700 NEW SUFFOLK A UTCHOGU GNAZZI RESIDENCE a' :l VENUE,C E,NEW YORK, 11935 1-4 O `1` W. I . n o,' s l' o nt I: O 00 I t 1 .. : �-___ ^ I 00 1 71 1 I: ~ -__°' Drawing Title: ('--' - b *� r. 0-o lD r.: lD r.: � I -- I � 7777 1:' `-P 1 ^ ..: PA . r I .. L I q I X; X: r.; ---Ln , . ; BEARI2ND FLOOR STRUCTURENG AD N .............0000---•-I ;7777 I Ln Ln: I ----- P - WALLABOVE- O : : , ;-1:-- -PROVIDE BLOCKING 7777-- 1 ; NI - ---- CINI 1 : BETWEEN JOISTS,G Project No.: Project Manager: TS Drawing No: ' i I I :1: i : 1 : I TYPICAL -. 0700_ m� _- 1 �o :. :....._00 0 0..._...00 00. _...__1__-__ . . ---.. __._........._.__ ' 000 0._00 00. Team: D B z F5 -- --- 7077- iso' -..-.-_-.-.-. -- 7007 _ -__ I 18014 T K, — I _L. : H __-__�._._ ,— - />RT_---.7000__ __ J '— — • a : 0000... _ (- F5 A-304102 I P I PA A 1 ' A A-304 -7777-- --7777-- __� q ---. -- 7777 ---- ----7777-- +---7777-- 7777 1 Issued 0 for W ; POST PICKED I ; ISS d On: 6/9/202 F E-•' , ' 1 :1 l' P BY BEAM l C I PERMIT SET A/B P 1 P :I: :Ic BELOW B I : B PA/ 1 -- - -- -- .. -- -- - - _-."" .-- `- ------- ,.-'F;.'i."."•'.,"-.' `,�^..^,•b*.i',F - ----- ---- —___ _ i OWNERSHIP AND CONDITIONS OF USE: V --- -- --- - 5 1/2 x 117/8 APB*>., *TM�*,�u;•A -7777__ _ \.� ; DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN I / I \ THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER i � PROJECTS OR PURPOSES OR BY ANY OTHER PARTIESTHAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE _ / ; SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT - _ / 1 I UPON PAYMENT TO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT _ THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY // \ . I...__.._.._........,___.__._._._ _._._. \ : ARCHITECT'S. .. .....__._..._....._...._._____._.._......--'--._._......_._......_....._......--------_._.____..._...--1777-'- '-� --._..__. . -- �-'-------7717--....._.__.___� STATEMENTS FOR SERVICES,Tr IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN -� - � � - WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS (�•� 2ND ' STRUCTURE D AI INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- Cn^ 1 Y D �LO1O�Ay� IPLAN Y PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE �� SCALE: 1/ 111 - 1 1-011 WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE ' PROCEEDING. E_ F1 C1 THIS DRAWING IS COPYRIGHT. __-- -401.4 A-304 NOTE: DO NOT SCALE DRAWINGS --- 1 2 3 4 5 6 7 cl STRUCTURAL LEGEND F4 Fl F4 F1 F5 . . A-301 -401. -402.5 A-301 -401. A-304 PA POST ABOVE . PB� POST BELOW ...._..I------..__......-------....... . _....... ........._.._.__.. __............... ..._........._. POST I ABOVE LOW &BE / 1 HA yfA �" ./ '. HSS POST ABOVE HB _.-_.._._...._.._....._... .._..._..........­­­­___.___.__._7_ .._..._.. ----...._..._.......---- -- ._._._..._._._....---...__.._..__........ -- ......_._ I HSS POST BELOW i` - , I I I - I / HA/B-� HSS POSTS ABOVE&BELOW \ \� _ IJ r.y. - _ \ tilo 9\!� -�r f_ - .- -~- _..- 77f7= _J ��/ ' H LDDOWN LOCATION L I �-..,._.. __-_-�r,-_. .:-- ---- P\� r 0 / HD -� . I �, ..... . - , 'F \�..- -, tI Ii; II /,7 I [777r, LOAD BEARING WALL A - / I i{I _. . _ I I I ; I i' I + i. .. 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I ! 1 � i_--- ---------- 1 M 11 i ' _ ' - I �_.�`_, 6/9/2020 PERMIT SET $_4 O B �-�/'!�//r I I REV.5:LANDSCAPE,STRUCTURE,HVAC(LO 1,L02,L03, 5 L04,L05,L06,L07,L08,L09,LPI,LP2,LTI,FO1,F02,F03, �+- l! ,- 1 , `\�; 3/18/2020 . � ii A/B I �pq/ F04,FOS,S-100,S-101,5-102,S-103,S-104,5-105,M-2,M-3, z I ' M-4,M-5) ` 1 I i P� -- 1� -- b O i i i : ih 1/13/2020 (INCLUDES REV.4 - . I I i . i' CONTRACT SET BUBBLES) - _ I I ' ! F � REV.4:VARIOUS REVISIONS(SITE-2,SITE-5,SITE-6, - �v-I m I I I 1; � 1/13/2020 SITE-7,A-100,A-101,A-102,A-103,A-104,A-201,A-202,A- a1 ��, I c l I 1 a 203,A-204,A-301,A-302,A-303,A-304,A-401.1,A-401.3,A- F1 l I I i I I 401.4,A402.1,A-402.3,A-404.1,A-600.1,A-600.2,A-600.3, A-304 al l I I I : Fl A-801,A-802,A-803,S100,S-101,S-102,S-103,S-105,S-2, E �� C14I i i i N �� A-304 E-101,E-102,E-103) 1-1 a, ; ; I F In 09/20/2019 BID SET �'C43 ' I DATE ISSUED FOR �![ II "d i --� I - I 1,\ ' d Austin Patterson Disston o ; A/B PA/ I -' £a d I � - .- Architects 1 I ' B `., f-� / P i,� 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,fax(203)254-1390 m1 ---------- .,I ��� I / 4_____________ it m 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 P4 i ¢ I ' i //' I ¢ ( apdarchitects.com rT i 1 'I 1 - h�'�''I1 - F3 . i. i I - ; �'J - I °�° ' j � ,r'-1 ;:r _._._......_....----...--------1 ---�--_._.._..._.._.__........_.. __41 i .-----....-----.._._._.......-----__...--__...._.__....-.- .. _ �•I ,y ; F3 - /_-4 - A-304 .r1, rA. 1 A-304 x A PA '1 x CAGNAZZI RESIDENCE ,_, �, / __ i - I Mi i ------------------ ' i __-- ' .-1 ! ; ''' F------------- - "' 12700 NEW SUFFOLK AVE O I ; ; ,':i I \ ;I I NUE,CUTCHOGUE,NEW YORK, 11935 i , Drawing Title: a--1 .' I ' O I 1'' I B ------�/ I / I I \ \� i ' I I P ATTIC STRUCTURE N 1 - I ------ I I O I I 1 _......---..._._... N i _-__ ________�B P A B P ________ (- _ ___ _ Project No.: Project Manager: TS Drawing No: CN, I110 1 Team: D B F5 �� ==__! ,. _ .___- :: - _ 1_ 8014 T K, C �� o / 11 __ 5- 103 Z A-304 I 3 1/2 x 11 7/8 APB F5 __.__....__...-__.....\_ A-304 Issued on: 6/9/2020 for Q , - ----- .._._....__._.. - .._._..._ --.._.__ F ��H - - _ A/B pq/• - - PERMIT SET 12� W - -. -- .- ---- - - _ - - - -- -- -_-__-- -- --- -- .___-- - __-_. - OWNERSHIP AND CONDITIONS OF USE. - - ------ --- - - . Crrrv►►►•��� \ DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN ) I \ THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIESTHAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE i , �y6 \ UPONSPECIFIC WRITTEN PAYMENTTO THE ARCHITECT FOR TION OF THE RENDERED. NON-PAYMENT SHALL GIVE ISNT CONTINGENT ARCHITECT .....__-.__....._-.......--'--._._..._._....._.___._...._._......_.._.......----'-................._----._..._..._..__....------__.__-_....--.._-------I................_._. ..._. \ THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY ` ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN _.._._...._.__._..______._._-_-__.__.__.__.___ �-__�._..__..__.__._____............_....___._._. WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. /-\ THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS ATTIC STRUCTURE PLAN INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- �1 PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE �• II I II WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE x SCALE. 1/4 = 1 -0 PROCEEDING. F'1 Fl Cl THIS DRAWING IS COPYRIGHT. --_ --- -401.4 A-304 NOTE: DO NOT SCALE DRAWINGS I . I 1 2 3 1 4 5 6 7 F4 F1 F4 F1 F5 cl STRUCTURAL LEGEND A-301 X01. -402.5 A-301 -401. A-304 PA POST ABOVE __......._..-_......__....._...-....._..........._........._...-_._......_......._.-------.._..__--- --_.._.--------._...-----..__.._.._._._.........._, . PB� POST BELOW '; POST ABOVE&BELOW / HA�C? HSS POST ABOVE -- - _......_._..—--........_ B --- �O HSS POST BELOW : `_-- y HSS POSTS ABOVE&BELOW _-.—..._..........._...---...----.---.-_..---.- ---.._....---.....__—... HD - ______. ! HOLDDOWN LOCATION , ----------, ......_..---- -...---------.--..__._ — / I ,......, ........ I L---La LOAD BEARING WALL -__ --- -.---._._..... - -...._._. --._L.-.. ___-_--- - e--J L _;_ ---------------------------=-----------------------"----------'.`I , p....".,.".,",.,.' 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OTHERWISE — --- ---------------------- i CANTILEVERS 8 1/2" � I i *(2)2x POSTS AT 2x10 WINDOW . : HEADERS j - iT- ---- - ---- 1 _........_...- -...........------------_--...__._._.....__......._....._.__._........__..._.._._...__................__...._...----._..__..... - : (— j _.._..... .....-- ..._........._..._.._.._.._..........._.....__... __—_.-__.... ...---- ._..._..__.....---..._..__.........__.._ __..._.._..._...__._.. -.._._......_ I I . i 11 B --- -- _- --- 1 7� -... __�_���-__-__ - -_-=-=-_-=-- --- v - - - - - - - - - - - LOAD BEARING WALL ---...__.._.......... -__--- ' ' LO i -- - -- rt - — N ______________- __ ____ _ - _ _ __ _ __ - ----- ---_ __ _______- ___-_______� ----- --- _.___ j,j _.._. i ____ @ SECOND FLOOR ��� - - - ___ _ _ __ --/- @SECOND FLOOR - -- -- I I : -- - 1 r: b I 3 1/2 x 11 7/8 APB P j JI ', € I `�PA/B - --- ------- --3 1/2 xl l 7/8 APB _- _ I DASHED LINE + '� -1�. I I I , . \ INDICATES WALL I ' ! G \ I ........... ._._.._; -'� __.......__. 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''' II �� it 5 1/4 x 5 1/4 II 1, d II CEILING JOISTS I I i I . C1 I I !' Ln �j L8E PARALLA ii it ; 1 li i 2 x 8 @ 16"O.C. I \ i ' I p I. 'i / i �`'� - PO ( ,I -- -I -- A-301 I "\ ; ;, .I, . PA/B) I \ - ! I ` \ ii, ' I O % I .' ' ' I I it ^ , 0---�......._.....----- . /� I / I I ).--.--\......_._...,tI1 Ii i'1; - Z @ I I ll I �'� ----` i -- \ i ul_ 1 i; _Iv 1 A/ J b PA/ ----------{ ----...__.... _.__.._..-- -- -�---- i . B ---------._.- I ----- ----- .--- -- ---------- \-,-- f I I I t I I % - - \ is I \ 11 A h , (..) N r ,: i I ii it \\ ' I Ili PA/ ' \ f/ yy1 I il ���- n -._.- - ----- : I __......_. .. ......... .' ....... III . 11 L '\I 1\ t / : - I I I — 1 --- ---- - - -- - -- -- - I / . R\ I \ \ / f i Q I '' ii 1 ii :i p I I 1 I �J / .......i / , , • : - . •\ I II ( 1 tj 11 I I I I I ) /' . - I , I - OUTER WALL ! ,"' / - ! . INNER WALL ALIGNS I n...1 x. y CANTILEVERS 8 1/Z" j 'I/2• WITH WALL BELOW / \\ ! -----_._..-_-----.._._.__.----..__..._..____......_......._._. ._.,'IL!C _ ___._-_._._._._._..._._..___..._-._...._..__...__ ......__._...._.--__ ..._.._..._ : 9 ._l A a-1 ..—,.-r .I I_...----._..__.._....__._. ._.—'---..-._._.._._.. AB \ it — . ..... .w... ...r / .. ... . ._........... ...._..--- -._....._._._ %- „ -;� \\ I \ i li ' I ;/ ;/ B � Ij --- ---ri \\ I i \ / \F � Q \ I \ I \i , TIN � z `\ ' ;' '16-------- ----------- y I / \ II /' I \`.I \ /-- --- CATHEDRAL — PA iZ _ �Fl — 0 �. I( I — — -- 11r ----U, --- —LLJ --- i t` CE -- ----------- I m-- -401.3 = _s_.._._...._... _ ---.---__-.._-.-...: I. / 2 x 7 \ CEILING �i x I A/ U ...1. _.--.::::::::::___-:-- _... / /8 APB BELOW WINDOW.:::_.-_--_- L...—._. __... -- 1 \ 3 A,.!,.F ... ... _ • __... __ I ) I i M I f _- - � STP B ----- sl I i. I I i i \ \ ' 'I i i I / 1__-___--- !I-=---_, A/B I PA/ i I it I / I 11 , ----- : 1. 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I ; I \ ; , I r I 6/9/2020 PERMIT SET o r,: [\�,, \\ I,\ I; a Q ' \' i q 3/18/2020 REV.5-LANDSCAPE STRUCTURE,HVAC(LO I,L02,L03 \ \' \\ I r 5 L04 LOS L06 L07 L08 L09 LPI LP2 I ,LTI,FO1,F02,F03, /y\ P F04 FOS S-100 S-101 1 ,S-102 S-103 S-104 S-105 M-2 M-3 I \ �\ `' \ N \ ("':\ \ \ Fl 1 I u M 4,M"5) �`.�\� ;\\ \\ \, \ 'I\ '...I'- 718 APB-- � \.._;,�\\\ \, \ \\ 1 i I � Fl\ \ - 11 \\ -_ \ I E. `\ _ _� - N '' 1 - i/13/202 RACTSET ( BUBBLES 4LL _ -- X3112 X \ \ \r A-304 iINCLUDES REV\ \` . - _ - \\ \\\, . \\\I\\ ; i i & I' A 304 CONT \ \ \\ - I i 09/20/2019 ,� \`';\ \ �\ % \� \ �\ �� `� \ \ _ y '\ \\ ( BID SET \ , N \ \ \ \\ -- r� \ \\ I I Y \\•\ \\`� i",\,\ \\ \ �_- v 11718 APB -- ---- r,\,1�( j ISSUED FOR \ _\-_, _--r__. 3112x__ ! \;;\ \ \', I I I DATE'd \ \ \ \'\ \ _ _-_—_ i, I_ _ !i i IP\ - , I i I If FP \ \� I\;, - +(2)112" \i \ \'', \ \\ I`�\II ~' -- 314 X 117181-� \',• ,\, \\ \\,ti�\\`'''. \ ,\ I _ �3) I \ \'. i I § Austin Patterson Dlsston . . ,.• '',,\ ,\'._ __r_ -_�-'--- __2 �_n` '\.\, '"' 1: `,, � it I I I Gi. 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' '`,l I I I I i 9 P ( ) } ( ) I I I 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 O r-` \\ 6t % r-T'____ - , I\,\ -,r: ,t�� i, i, ,, \b"1 e> _ \ 1, II i a darchitects.comI I rfWrT� \�\ 1\\,,\`\\�� ,\ w\ \`4--II \]\"\ '.\T I�\:� \\�.1 l ,,\ I \ --\ �\ ''co JI( \ '-\'i '''\ V-4 \ .\ `\v\ \ `,'7�I<.1'\ ,•'.N,\`rt\�\'•\� i.� '.,`111 \ \ .,3 A* l`\ � .µ.,.I,,1 '""..�. .�' \.\ y '\'' i I i ' _ I I . �­� 11 \ \ I \ , '\ \ \ ,,;\ \�' \ -- -' A 304 i i..i . _ f +... 4 F3 ��`\I ' ,\ ' \, ' e»'e I *I, ,,,, , \ \ _ UCTWORK , \ \. \, \ \ \ \ \� AGNAZZI RESIDENCE v \ ti 1'�_~' FORD ►• '`\ \ \\ y Z\- O?GREs \\ J, \ \ \ \\ I I I I j A-304 \ \ �VLWITH(2)N \ I S DENCE o \\\, ,�\\\V \'',\'\• _1 314 x 20 i\\ _�\�— " \\ '11\ \\� '\ �`\ \ \\ i I I 12700 NEW SUFFOLK AVENUE,CUTCHOGUE,NEW YORK, 11935 II / IIi 1. Drawing Title: \\ \\\� �, ''�\\ \, \\� \\ 114„NOTCH \ , \\ �\\\ \, ,, `',\, _ l�-_ M 9 \ �\`''\` \�''' I i \� '� \ \\ �,\\� \ \\,, °�\ `� \ CTS-SEE -� \ \ \\\ \` \\ %,'\\, I I I j \\ DU \ \L o " \ \ \\ PIAN \ I - \\ \ ' \\' ` \� \\\ I��. �\ __\:-' \\ i; ROOF SUPPORTING STRUCTURE N , \ = N \ \ \\ IME HA \ \ �- O ,\ \ \\ \\ ----__ _- \ - ----------- ----------- - - '\; i B \ ----- 71 ----- : \ - yr T r I \ ,\ \ \ \VT-, \�, \�;,, - -- 3112x \, ,i Project No.: Project Manager: TS Drawing No: ON \ , - - --- - -- ; \ , l I I'' __-- ------- i I: ---- i f t� I =— � I ---- . 1 Team: . ' i' 14 z \\ \' I r- I Ii i --_-----_----------- --- ----_------_--__ -___---- ' I F5 B S- 104 I 80 T DK C I L , I 0 \ \\\\ \ �� F5 , , \ ', ' I I ' I I A-304 ;, r� \:\\ \\\ `\ j I ; L; z _.._.__—___._-_-.___-----_.. _ . _ ______ -----........__.._.___.____. .----._.___ _ _._.__—\ .. ; I Issued on: 6/9/2020 for A-304 H _ �y.! i j I}�_-1 I i i _----... __--_---__ __ _._._-- -- ____.--._.. .._ __ - _ _ __J1 a : I ,1 ------------ .- WNERSHIPANDCONDITIONSOFUSE. I I j `-- DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN \ ! n i - \ THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER ` i Ii PROJECTS OR PURPOSES OR BYANY OTHER PARTIESTHAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT i--moi SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT ._._—.—.-_—..__.._—._..__._.._._................._......_..._....-.---...---_-....._._._ FFF4 _ THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY ARCHITECT'S STATEMENTS FOR SERVICES,Tf IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS R M N M _ INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- U) LJ EA 1"1 AT FRONT DO RI'1 E R PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE 1 WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE H NOT TO SCALE Fl cl PROCEEDING. 4( THIS DRAWING IS COPYRIGHT. — -401.4 A-304 NOTE: DO NOT SCALE DRAWINGS 2 3 4 . F4 Fl Fl . 5 6 -401. 402.5 A-301 -4U1 c1 STRUCTURAL LEGEND A-304 . PA� POST ABOVE __..._--..___......___............._._.._..._..__._.._._.._._.__.....__.._._.._.....__......_. g .____._.............---------------_..._._..__......_._.. . _. _...._..._.__..__.._..._._..........----.__.__..__......._..._. OST BELOW i /? PA/B ] POST ABOVE&BELOW . HA . _.. _.._..._............._...._.__....___......-__.___.._.._ HSS POST ABOVE --- -- \ I r-, - I HB , 1 I1 r� , r-Y' HSS POST BELOW L L. I I I \I . __J :" - - '/ HA/B�o HSS POSTS ABOVE&BELOW T----_ _ _-_...............__ l J - - ---........_..--............_.-.. -- / ' HD . -------.._......----____--._......_......._ i 11 - , HOLDDOWN LOCATION I \, -, I ---- -------------- I --- L_J L_ I 1 j --- ---------------------------------------------- -r - r_�: ----, LOAD BEARING WALL - I - I I - L_J ' __________________________________________ L __.._....- -..__... __._......................-......._._. HEA I i .._.__.-_._.._..........-.-..._. :moi_i J fi _\ L__ J SHEAR WALL . � L� �___ ----.-.---..--------I-,,:,- ! ____-_____..__._..._-. C1 HSS=HOLLOW STRUCTURAL SECTION 1 A-303 ALL POSTS TO BE(3)2x POSTS UNLESS i I OTHERWISE NOTED. ' II *(2)2x POSTS AT 2x10 WINDOW CANTILEVER RIDGE / r......_....,---------_.-_.._...._....._......_ ._.-. ......._...........-__....._--_.-..............._...-.. ..._............_..._. BEYOND POST __ _<�_; _.....__._... .....--- -- - - ---- _ ._........__........_...-----...__..._._....__................._...._....- ._._..__....._.._._._.._......_....._ ..._.._.......__.._...... ---- -..._........__...i \ CANTILEVER RIDGE -__ _ i 1 2 � 4 5 6 7 SIMPSON BEAM HANGER SCHEDULE Framing" Notes"" BEAM TO WOOD HANGER Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2015,Page 149) (2) 1 3/4"X 71/4"LVL HU48 Number of Number of Foundation Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of Joint Description Common Nails Box Nails the Engineer prior to construction. p Nail S acin (3)1 3/4"X 71/4"LVL HU68 ROOF NAILING The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of (2)1 3/4"X 91/2"LVL U410 Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter the Engineer prior to construction. Wood Framing Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: (3)1 3/4"X 91/2"LVL HHUS 5.50/10 Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap 1. All concrete 3,500 psi after 28 days minimum. Fb=825 psi (4) 1 3/4"X 91/2"LVL HHUS 7.25/10 Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap Fv=95 psi Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie 2. All rebar ASTM A-615 Grade 60. Fc perp=625 psi (2)1 3/4"X 117/8'LVL 0410 Blocking to Rafter(Toe nailed) 2-8d 2-10d each end E=1,600,000 psi Rim Board to Rafter End Nailed 2-16d 3-16d each end 3. Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are to be installed a (3)1 3/4"X 11 7/8"LVL HHUS 5.50/10 WALL FRAMING minimum of 3'below grade unless indicated otherwise. 2. All Laminated Veneer Lumber is to have the following minimum specifications: (4)1 3/4"X 117/8"LVL HGUS 7.25/12 Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-16d(1) per foot Fb=2,900 psi Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side 4• Rebar installed along the top of the foundation walls without windows are to be installed 10"below the top Fv=290 psi (2) 1 3/4"X 14"LVL HHUS 410 Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c. of the foundation wall.Rebar installed along the top of foundation walls with windows are to be installed 3" Fc perp=650 psi Header to Header(Face-nailed) 16d 16d 16"o.c.along es below the bottom of the window opening. E=2,000,000 (3)1 3/4"X 14"LVL HGUS 5.50/14 g ed g psi , (4) 1 3/4"X 14"LVL HGUS 7.25/14 Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud 5. All snap off form ties are to be removed and remaining openings are to be sealed/grouted. 3. All Laminated Structural Lumber is to have the following minimum specifications: (2)1 3/4"X 16"LVL HGUS 412 Fb=2,800 psi6. The foundation contractor shall coordinate with the plumbing and electrical contractors relative to Fv=290 psi (3)1 314"X 16"LVL HGUS 7.25/10 installation of sleeves and other penetrations prior to pouring concrete. Fc perp=740 psi Bottom Plate to Floor Joist,Band Joist,End joist or Blocking Face-Nailed 2-16d 1,2 2-16d 1,2 E=2,100,000 psi 1 9( ) ( ) ( ) per foot (4)1 3/4"X 16"LVL HGUS 7.25/14 FLOOR FRAMING 7. The Engineer is to be contacted if unacceptable or questionable soil is encountered during excavation. Unacceptable soil is soil containing clc material.ay and/or organitl. 4. All treated lumber is to be No.2 or better Southern Yellow Pine with the following minimum specifications: Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist B Fb=975 psi 8 BEAM TO STEEL BEAM HANGER Bridging to Joist(Toe-nailed) 2-8d 2-10d each end , Install isolation joints along foundation walls and at column and other floor penetrations. Fv=175 psi Blocking to Joist(Toe-nailed) 2-8d 2-10d each end Fc perp=565 psi (2)1 3/4"X 71/4"LVL WPU 3.56/7.25 Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block 9. Installed contraction joints in the cellar floor slab every 18'minimum. E=1,600,000 psi Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist (3)1 3/4"X 71/4"LVL WPU 5.5017.25 Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance Band Joist to Joist End-nailed 3-16d 4-16d 10. Foundation excavation is not to be back filled nor to the installation of the floor framing. (2) 1 3/4"X 91/2"LVL GLTV 3.59 ( ) per joist p Band Joist to Sill or Top Plate(Toe-nailed) 2-16d (1) 3-16d (1) per foot with the manufacturer's specifications. (3) 1 3/4"X 91/2"LVL GLTV 5.59 ROOF SHEATHING 11. Backfill along foundation walls is to be clean material and is to be mechanically compacted in 6"lifts to 95% 6. All TJI are to be installed in accordance with the manufacturer's specifications and shall include squash 4 1 3/4"X 91/2"LVL GLTV 49.5-2 Structural Panels of maximum dry density. ( ) 8d 10d (Detail sheet S-4) blocking and web stiffeners at bearing points on girders and other load bearing areas. (2)1 3/4"X 117/8"LVL GLTV 3.511 Slab Site Preparation 7. Floor joists to be TJI 11 7/8 are to be installed in accordance with the manufacturer's specifications. (3)1 3/4"X 117/8'LVL HGLTV 5.511 *The area where the slab is to be installed is to be excavated to the necessary elevation to meet the final top of 8. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless steel. Desi nated connectors (4)1 3/4"X 117/8'LVL HGLTV 411.88-2 CEILING SHEATHING the slab elevation shown on the Architectural drawings. 9 Gypsum Wallboard " " strap etc.on these drawings are made by Simpson unless indicated otherwise.All connectors,straps etc.are Yp 5d coolers 5d coolers 7 edge/10 field (2) 1 3/4"X 14"LVL GLTV 3.514 WALL SHEATHING to be nailed/bolted in accordance with the manufacturer's specifications. *The areas where the slabs is to be installed are to be Proof Rolled in accordance with ACI 302.1 R.The Engineer p (3)1 3/4"X 14"LVL HGLTV 5.514 Structural Panels 8d 10d 6"edge/12"field is to be notified if unacceptable soils are encountered during excavation and if Proof Rolling produces results that 9. All floor sheathingis to be 2%2 inch ACplywood,exceed ACI standards. Floor sheathing hall be glued and screwed othe floorjos is(6" .C.edges and 12 APA spaO.C. field)of 48/24. (4)1 3/4"X 14"LVL HGLTV 414-2 Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field (2)1 3/4"X 16"LVL GLTV 3.516 The excavated areas along the stem walls and footings are to be back filled with clean material and mechanically 10. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d common FLOOR SHEATHING compacted with clean fill in 6 inch lifts.Each layer is to be compacted to 98% modified proctor. nails 6"O.C.edges and 12"O.C.field. C (3)1 3/4"X 16"LVL HGLTV 5.516 Structural Panels *Base Material layer shown 1"or less 8d 10d 6"edge/12"field Y on the drawings Is to be a compactable,easy to trim,granular fill that will remain 11. Solid blocking is to be installed every 8'max or mid span of all floor joists with spans exceeding 8'. (4)1 3/4"X 16"LVL HGLTV 416-2 stable and support construction traffic.A clean fine-grained material with at least 10 to 30%of particles passing a (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall No. 100 sieve but not containing silt,or organic material is recommended. 12. Double joists are to be installed below parallel walls. JOIST/RAFTER TO WOOD HANGER be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed3 inches on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall Slab Notes: 13. Blocking is to be installed at all point load bearing points. TJI 230 91/2" IUS 2.37/9.5 be used to maintain load path. (2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be *Isolation joints are to be installed between tie slab and the walls. Use preformed joint filler that is to be cut Y2 inch 14. Walls are to be framed with 2x6 inch studs spaced 16 inches O.C.unless indicated otherwise. TJI 560 7/8" IUS 3.56/11.88 reduced to 1 -16d nail per foot. below the slab surface and the resulting joint is to be filled with an elastomeric joint sealant. TJI 56014" IUS 3.56/14 15. All joist and beam hangers and fasteners used on the exterior are to be Simpson Type 304 or 316 Stainless 'Contraction joints are to be installed as shoNn in the drawings and are to be)/4 the thickness of the slab but not Steel. Loads: _ less than 1 inch deep. Design JOIST/RAFTER TO STEEL HANGER 16. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. *The welded wire reinforcement is to be placed in the top third of the slab and is to be adequately supported by -Roof-Live Load-30 psf Based on ASCE-7 and TJI 230 91/2" ITS 2.37/9.5 precast concrete bar supports to assure that the reinforcement is held in position during concrete placement and 19. Contractor to coordinate boxing out of framing for all mechanical,plumbing and electrical equipment with the Pg=25 psf per Figure R301.2(5) TJI 560 117/8" MIT 411.88 finishing. architect,subcontractors and engineer. -Dead Load-15 psf TJI 56014" WPI 414 Steel -2nd Floor -Live Load-40 psf -Dead Load-15 psf 1. All steel is to be ASTM Specification A-36 -1st Floor -Live Load-40 psf D 2. All bolted connections are to be made with A-325 bolts. -Dead Load-15 psf 3. Square,rectangular and circular columns are to be ASTM Specification A500. -Wind Loads-130 mph-ASCE-7 qh=42.7 psf(Exposure D) 4, All columns are to be bolted to steel girders with%"bolts or unless otherwise shown on the plans. Roof C&C Loads: -47.9 psf(Zone 1) 5. 1/2"web stiffeners are to be installed at all point load bearing points and over all column supports. -56.4 psf(Zone 2) -56.4 psf(Zone 3) 6. All welded connections are to be done by a certified welder and conform to AWS and AISC standards. Overhang -82.9 psf(Zone 3) 5. All weld joints are to use E70XX electrodes. Wall C&C Loads: _ 52.4 psf(Zone 4) 6. All girder splices are to be made above columns. -63.0 psf(Zone 5) r c, . 7. Steel is to be prime coated. THIS BUILDING IS DESIGNED AS AN ENCLOSED STRUCTURE. '' , 7. All steel located on the exterior to be galvanized. 8. Unless indicated otherwise,all interior columns are to be bolted to steel girders with y"bolts and all perimeter columns and beams are to be welded. Design Criteria-NYS Residential Code R301.2.1.1 and utilized 9. The flanges of all beams within or above and below parallel walls are to be drilled with 1/2"0 bolt holes to the methods and procedures stipulated in Chapter 2 Engineered enable the steel to be secured to the framing. Design and Chapter 3 Prescriptive Design in the American Forest and Paper Association Wood Frame Construction Manual for One 10. Steel fabricator to provide 9/16"diameter holes spaced at 16"o.c.staggered as necessary to enable steel to and Two Family Dwelling Units-High Wind Addition and ASCE 7. be secured to wood plates to the top and bottom flanges and packing to the web as necessary. 11. Shop drawings for all steel connections to be provided to the architect and approved prior to fabrication. REVISIONS CAGNAZZI RESIDENCE Scale:AS SHOWN Condon Engineering, P.C. 12700 NEW SUFFOLK AVENUE Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed 1755 Sigsbee Road C UTCHOG U E NY Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing Drawn by:JJC , the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 NOTES A N D Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her (631) 298-1986 (631)298-2651 fax signature and the date of such alterations,and a specific description of the alteration. Date: 11/18/2019 www.condonengineering.com SPECIFICATIONS 6/9/2020 PERMIT SET MCLUDES 1/13/2020 CONTRACT SET ( BUBBL S)V.4 09/20/2019 BID SET 1 2 2X6 WALL STUDS 16"0.C.------- F5.18"0 X 12"LONG GALV.ANCHOR BOLTS AT 28"O.C.MAX., 12"MAX.FROM CORNERS WITH SIMPSON BPS5/8-3 WASHER LVL RIM JOIST 5/8"0 X 12"LONG GALV.ANCHOR BOLTS AT 28"O.C.MAX., BRICK VENEER OVER 1"AIRSPACE 2X6 WALL STUDS 16"O.C. 12"MAX.FROM CORNERS WITH SIMPSON BPS5/8-3 WASHER OVER MOISTURE BARRIER \\ COPPER TERMITE SHIELD 2X8 P.T.SILL COPPER TERMITE SHIELD TJI 560117/8"FJ @ 16"O.C. 4"POURED CONCRETE SLAB WITH 4X4-W2.OXW2.0 WWM 2X8 P.T.SILL _ FINISH GRADE TO SLOPE °DFt" d ° e AWAY FROM HOUSE d^ 8" 8„ TJI 560 117/8"FJ @ 16"O.C. 2X6 WALL STUDS 16"O.C. (2)NO.5 HORIZONTAL REBAR- (2)NO.5 HORIZONTAL REBAR- 2X6 P.T.SILL SEE FOUNDATION NOTES #5 REBAR • SEE FOUNDATION NOTES 2X6 WALL STUDS 16"O.C. 2X8 P.T.SILL 5l8"0 X 12"LONG GALV.ANCHOR BOLTS AT 28"O.C.MAX.,- d ° ° ° COPPER TERMITE SHIELD 12"MAX.FROM CORNERS WITH SIMPSON BPS5/8-3 WASHER 5/8"0 X 12"LONG GALV.ANCHOR BOLTS AT 28"O.C.MAX., 4'POURED CONCRETE SLAB BLOCKING BETWEEN JOISTS COPPER TERMITE SHIELD 12'MAX.FROM CORNERS WITH SIMPSON BPS5/8-3 WASHER WITH 4X4-W2.OXW2.0 WWM •d �' ° 2X6 STUD WALL 4'POURED CONCRETE SLAB BLOCKING BETWEEN JOISTS WATER PROOF MEMBRANE 12 WATER PROOF MEMBRANE ° ^ X 5/8"0 X 12"LONG GALV.ANCHOR BOLTS 14 ° TJI 560117/8"FJ @ 16"O.C. WITH 4X4 W2 OXW2 0 WWM SEE SPECIFICATIONS 12 ¢ :' ; ° SEE SPECIFICATIONS a d. AT 28"O.C.MAX.,12'MAX.FROM CORNERS _ a o WITH SIMPSON BPS5/8 3 WASHER T° d TJI 560 117/8"FJ @ 16"O.C. r.., a - 2X4 ACQ SILL Q rn BRICK VENEER OVER V AIRSPACE OVER d 2X4 ACQ SILL 518"0 X 12"LONG GALV.ANCHOR BOLTS ° ° MOISTURE BARRIER 1/2"EXPANSION SEAL d° #5 REBAR " ° AT 32"O.C.MAX.,12"MAX.FROM CORNERS TERMITE SHIELD&SILL SEAL 5"POURED CONCRETE SLAB #5 REBAR ° 518"0 X 12"LONG GALV.ANCHOR BOLTSZa WITH SIMPSON BPS5/8-3 WASHER FINISH GRADE TO SLOPE WITH 6X6 W2.OXW2.0 WWM 8" AT 32"O.C.MAX.,12"MAX.FROM CORNERS (2)N0.5 HORIZONTAL REBAR- ¢ ed °d LAWAY FROM HOUSE a d WITH SIMPSON BPS5/8 3 WASHER X SEE FOUNDATION NOTES #5 BARS @ 12"O.C. #5 BARS @ 12"O.C. 8"MIN. d , . ¢ #5 BARS(MATCH VERTICAL c (2)N0.5 HORIZONTAL REBAR- REBAR SPACING) "' '` SEE FOUNDATION NOTES 8"MIN. 4 o WATER PROOFING in 2X4 KEY WITH d #5 BARS @ 36"O.C. g BENTONITE TAPE WATER PROOFING 4" 2X4 KEY WITH ° #5 BARS @ 36"O.C. COMPACTABLE WATER STOP 2"POURED CONCRETE RAT SLAB 12"POURED CONCRETE S #6 REBAR @ 8"O.C. 12"POURED CONCRETE S #6 REBAR @ 8"O.C. z 1 BENTONITE TAPE d • r WATER STOP °° a d GRANULAR FILL 14 Z 2X4 KEY WITH BENTONITE ° 2"POURED CONCRETE RAT SLAB zo w g 4"COMPACTABLE BASE co w TAPE WATER STOP 4 d . ;? :=ter"` ►: vti,;. d e d _ th U) *ALL FOOTINGS TO BE PLACED ON SANDY iv •d ° ° CV e d ° < e < =. a `+sC^'V°;.•..•. 1 - . 4 ^ e ° UNDISTURBED VIRGIN SOILS. 1F POOR b° •,. . °° ° ad d ° d " N ;:.w,.-:•' COMPACTABLE GRANULAR FILL ° CLAY OR SILT SOILS ARE ENCOUNTERED, iv *' P:."•:i::i::%i.�.. ..ri• a-?.;�. :�5,11 ----COMPACTABLE s ^ 77 CONTRACTOR TO REM 0/E POOR SOILS° COMPACTABLEGRANULAR FIUNTIL SUITABLE SANDY SOILS ARE LL 10 MIL POLYETHYLENE COMPACTABLE GRANULAR FILL GRANULAR FILL t - 24" ENCOUNTERED. 2'-8" 10 MIL POLYETHYLENE (4)NO.5-60 KSI REBAR VAPOR RETARDER WATER PROOF MEMBRANE WATER PROOF MEMBRANE SEE SPECIFICATIONS SEE SPECIFICATIONS (3)NO.5-60 KSI REBAR (4)N0.5-60 KSI REBAR VAPOR RETARDER CTYPICAL FOUNDATION DETAIL TYPICAL FOUNDATION DETAIL FOUNDATION WALL AT GARAGE DETAIL TYPICAL FOUNDATION DETAIL TYPICAL FOUNDATION DETAIL SCALE: 1/2" = 1'-0" �� SCALE: 1/2" = 1'-0" �� SCALE: 1l2"=1' �� SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" TOP OF FOOTING-TOF #5 BARS @ 12"O.C. 2H 24"MIN. #6 REBAR @ 8"O.C. 8" ode 10"MIN. c� d a Q' e • ° e .. s ° " a e ° (3)#6 REBAR VERTICAL REBAR a : . ° d ° $ d d °. d #3 STIRRUPS @ 12"O.C.UNDER 5'-0"SPAN Q d < a < ° ao a #3 STIRRUPS @ 7"O.C.OVER 5'-0"SPAN N ° d e 2" ° d 8"MAX. 3. v a ° #6 REINFORCING (3)#6 REBAR <d RODS AT 8"O.C. e EACH WAY(TYP.) CONCRETE BOND BEAM AT OPENING TYPICAL FOUNDATION CORNER DETAIL TYPICAL STEP F p1 REINFORCED SLAB DETAIL p2 , „ D3 SCALE: 1/2"=1'-0" D5 FOOTING DETAIL SCALE: 1" = 1'-0" SCALE. 1 — 1 0 SCALE: 1/2" = 1'-0" D 2^ HSS 7X5 3" 18" GROUT OPENING AROUND BEAM END SOLID 01 �— —® MM AND FLUSH WITH FOUNDATION WALL 4-1"0 HEADED ANCHOR BOLTS 15"X 13"X 3/4" `r, 3" 3" BASE PLATE 3/4"STEEL PLATE 314'X 4"BEARING PLATE a N FORM OUT FULL WALL FOR COLUMN 15" "' (2)5/8"0 GALV.ANCHOR BOLTS "I I rs" 18"X18"X1 1/4" 2 STEEL BASE PLATE ao STL.BEAMCl 1"MIN.NON SHRINK GROUT HSS5X5 HSS 10X6X5/8 POCKET AND PLATE WIDTH 00 --- - ------�- --- 18"X 18"P.C.PIER BELOW GRADE BEAM WIDTH+1"MIN. 4" POCKET AND PLATE WIDTH BEAM WIDTH+1"MIN. M 3/4"GALV.STEEL BASE PLATE 12•X12"X4" ih BASE PLATE I I (SEE BASE PLATE DETAILS FOR PLATE (SEE PLAN FOR BEAM SIZE) AND ANCHOR BOLT INFORMATION) a N - ----- - --- 4-1"0 HEADED ANCHOR BOLTS STEEL COLUMN a Q 13" s• 18"X18"X1 1/4" 4,000 PSI NON SHRINK 2X6 ACQ SILL STEEL BASE PLATE GROUT PEDESTAL 3/4"STEEL BASE PLAT BP a E2"I NOTCH TOP PLATE 3/4" FORM OUT FULL WALL FOR COLUMN 4'0 STEEL PIPE COLUMN --_ - � "�" ^"<Yi�ir`'e .�'` ��i BASE PLATE BEYOND BEAM POCKET FOUNDATION STEEL BEAM POCKET DETAIL " E5i - -- - --- ° ° 9 ° WELD BOLT TO PLATE 4-#5 REBAR UNDER COLUMN GROUT OPENING AROUND NOT TO SCALE 12"X 12"X i'" N STL.BEAM BEAM END SOLID AND FLUSH BASE PLATE i i GRADE a WITH FOUNDATION WALL A. T-1- z 3/4"X4"BEARING PLATE a 12" " ° . Z7MIN : " .�—FOUNDATION WALL (2)5/8"0 X 6"GALV.ANCHOR BOLTS °. NON SHRINK GROUT REVISIONS 4- "0 Anchor Bolts #3 STIRRUPS @ 8"O.C. o.< ° ° ° 2-#5 REBAR 4" . POCKET AND PLATE WIDTH "Steel Base Plate i i 4 000 PSI Non Shrink ° " 18� 18"X 18"P.C. PIER a BEAM WIDTH+1"MIN. :2" Grout Pedestal 8-#6 REBAR 4'POURED CONCRETE SLA g a .4 ° � o 114 b•, o - z Plans arepreparedEngineering, r e X1.1 b Condon P.C. It is a violation of the Y c., Yorlc State ••d-' w * e° ° W S �11 e L F 0 ND U ATI ON T S EEL �:�• 6 EA OCKE TAT ..4;.•: e in Education° ,– 1 5 Section 7209 for n I ,. cation Law,Article 4 a erson un ess actin under the d� O z YP 9 F . °° z 5 .4 e e o z - � :ae - •al Z , em n dir f action o a licensed f sed Pro essi n I � Professional Engineer, ) ° c z Architect r i`~ o Land Surveyor, I -r S e o to alter n 9 any f . .. Y 'ea• .• N Y rz ° e ° ° O R ° #5 REINFORCING d e d C G item in a way.If an item bearing the seal f nEngineer, •.s o a Archit , ¢ Y Y 9act,or Land Surveyor � z STEELY COLUMN z " DETAIL 0 0 O RODS AT 12 O.C. altered,the altering Engineer,Architect,or Land Surveyor shall affix #5 REINFORCING <` P. ° ° ° o y s a a a to the item his/her '• d; ; #5 REINFORCING v ° EACH WAY(TYP.) t• „ _ , „ seal and the notation"Altered by"followed by his/her signature and the date of such �� <• �� h.4'= RODS AT 12"O.C. m`' RODS(TYP.) ° ° ° ° ° ,�, ^ " SCALE: 1 — 1 -0 alterations,and a specific description of the alteration. EACH WAY(TYP.) (SEE PLANS FOR SPACING) 3 12" 3T�;.5, „�C r,✓ 3" 12" 12" �3' 3" 12"MAX. 3" ; T-0"(OR AS NOTED ON PLANS) M CAG NAZZ I RESIDENCE Scale:AS SHOWN Condon Engineering, P.C. 3'-0"(OR AS NOTED ON PLANS) SEE PLAN FOR FOOTING SIZE AND REINFORCING 12700 NEW SUFFOLK AVENUE TYPICAL ISOLATED FOOTING Drawn by:JJC 1755 Sigsbee Road CUTCHOGUE, NY TYPICAL ISOLATED FOOTING DETAIL HSS COLUMN PIER DETAIL Mattituck, New York 11952S=2 F1 SCALE: 1•=,'-0" DETAIL AT EXTERIOR WALL (631) 298-1986 (631) 298-2651 Fax F2 Date:11/18/2019 www.condonengineering.com STRUCTURAL DETAILS SCALE: 1" = 1'-0" SCALE: 1"=1'-0• 6/9/2020 PERMIT SET i/i3/2o20 CONTRACT SET (INCLUDES BLEB) 4 1/13/2020 REV.4:VARIOUS REVISIONS(SITE-2,SITE-5,SITE-6, q SITE-7,A-100,A-101,A-102,A-103,A-104,A-201,A-202,A- 203,A-204,A-301,A-302,A-303,A-304,A-401.1,A-401.3,A- 401.4,A-402.1,A-402.3,A-404.1,A-600.1,A-600.2,A-600.3,, A-801,A-802,A-803,SI00,S-101,S-102,S-103,S-105,S-2, E-101,E-102,E-103) 09/20/2019 BID SET 1 2 BEAM BUTT JOINT ON COLUMN A " o . 1/2"X 3"PL.TOP&BOT. BOTH SIDES OF WEB STEEL POST CAP Radius 5/8"OR 2 tW 112"THROUGH BOLTS WELD TO STEEL COLUMN 1/4"STL.PLATE LVL BEAM STEEL TUBE COLUMN (SEE PLAN FOR SIZE) 5/8"0 BOLTS 8" 16" 3/16 Ll4 -- -- - -=- ------'--------®-- BEAMS BUTTING OVER INTERMEDIATE WOOD SUPPORT W<=0.6D L<=1.5 D >=2D ---- --- --�----I------- --------- NOTES: 1. CLEAR SPACING BETWEEN OPENINGS=D B 3 a" 2. DISTANCE TO SUPPORT=2D 3. DISTANCE TO POINT LOAD=D A36(SEEPLA FOR SIZTEEL FLITCH E) B3 TYPICAL REINFORCED BEAM 61 FLITCH BEAM DETAILS NQTTOSCALE PENETRATION DETAIL NOT To SCALE 114"STL.PLATE STEEL CAP PLATE 1/2"LAG SCREWS HSS 4 X 4 OR HSS 4 X 4 OR WELDED TO STEEL COLUMN STEEL PIPE OR HSS 5 X 5 COLUMN 3/16 HSS 5 X 5 COLUMN TUBE COLUMN HSS 4 X 4 OR " I 2 3"6 EDGE OF8"LEDGE GLULAM / LVL OVER INTERMEDIATE SUPPORT HSS 5 X 5 COLUMN 3/16 I 12" - •4 .. SCHEDULE. TJI FLOOR JOISTS 3/4"STEEL BASE PLATE oo m WALL WIDTH A B d 8" 4" 8" a 0 0 4 10" 5" 10" �' U_ D 2-3/4"0 ANCHOR BOLTS EDGE OF LEDGE 12" 6" 12" ' w 1/2"MIN.AIR GAP REQUIRED 1/4(BOLT TO PLATE) z - a d I 14" 7" 14" cn cn FORM OUT FULL FORM OUT FULL = a °AT END AND SIDESa ° WALL FOR COLUMN -1" 2-3/4"0 ANCHOR BOLTS WALL FOR COLUMN 2-314"0 ANCHOR BOLTS W W m a 314"STEEL BASE PLATEJ UNDER PLATE UNDER PLATE a'v °a 114"BEARING PLATE 13" 2-314"0 ANCHOR BOLTS I I 3/4"STEEL BASE PLATE I I 3/16 4 d a A UNDER PLATE a d' 314" 3/4"STEEL BASE PLATE d a d POCKET WIDTH BEAM WIDTH+11AIN. EDGE OF 8"LEDGE d � (SEE PLAN FOR PEAM WIDTH) IF Ir �:J m m i 2-3/4"0 ANCHOR BOLTS d 6" 1/4(BOLT TO PLATE) 114(BOLT TO PLATE) I 6" 2-3/4"0 ANCHOR BOLTS 2-3/4"0 ANCHOR BOLTS I:• /� FORM OUT FULL WALL FOR COLUMN 1 314"STEEL PLATE gp I I BP I I BP GRADE L�'.; FORM OUT FULL WALL FOR COLUMN e e e ° a STEEL COLUMN BASE PLATE AND ANCHOR BOLT STEEL COLUMN BASE PLATE AND ANCHOR STEEL COLUMN BASE PLATE AND ANCHOR DETAIL AT FOUNDATION WALLS BOLT DETAIL AT FOUNDATION CORNER BOLT DETAIL AT FOUNDATION CORNER SECTION A-A SCALE 1"= 1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" TJI FLOOR JOISTS a rt a a d 1/2"MIN.AIR GAP REQUIRED AT END AND SIDES a d d a UNTREATED GLULAM OR LVL BEAM—/ 44' a ° 1/4"BEARING PLATE ENOTE: d ALL WELDS E70XX NOTE: d ALL WELDS E70XX ° SEE TYPICAL FOUNDATION DETAILS FOR ADDITIONAL INFORMATION a d a 4 REVISIONS TOP&BOT.FLANGES TOP&BOT.FLANGES TOP&BOT.FLANGES r GLULAM / LVL FOUNDATION POCKET DETAIL 3" -fir— 3' -�— W1OX26-A36 3' NOT TO SCALE END OFFSET=0.375 IN. 3^ 5112" 3^ 51/2' 5112' 3' 3/4"0 A325 N�STD 3/4"0 A325 N�STD v" `�'; 1LTS LL:.• 1 3116 3/16 W10X26-A36 W1 OX26-A36 Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State END OFFSET=0.375 IN. END OFFSET=0.375 IN. Education Law,Article 145,Section 7209,for any person unless acting under the •f PL5.51N.X3.1251N.X0.31251N.-A36 PL5.51N.X3.1251N.X0.31251N.-A36 PL5.5fN.X3.3751N.X0.3125IN.-A36 2 BATS direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter an " 3/4"D A325-N-STD � Y Y Q s'_� . . •d � , 1/4 16 item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is1114" 1 1/4" 3/16 altered,the altering Engineer,Architect,or Land Surveyor shall affix to the itemhis/her1/8" 1/8" Z3�rl seal and the notation"Altered by"followed by his/her signature and the date of such ;1 alterations,and a specific description of the alteration. HSS,Ox6x5/a_A5°°-B HSS'°X6X5/$-A500-B CAG NAZZI RESIDENCE MOMENT CONNECTION DETAIL MOMENT CONNECTION DETAIL Scale:AS SHOWN Condon Engineering, P.C. 12700 NEW SUFFOLK AVENUE F 1 SCALE: 1"=1'-0" F3 SCALE: 1'=r o" 1755 Sigsbee Road CUTCHOGUE, NY Drawn by:JJC Mattituck, New York 11952 (631) 298-1986 (631) 298-2651 Fax Sm3 Date:11/18/2019 WWW.condonengineering.com STRUCTURAL DETAILS 6/9/2020 PERMIT SET 1/13/2020 (INCLUDES REV.4 CONTRACT SET BUBBLES) -- 09/20/2019 BID SET I 1 2 7 FTERS V-CUT A 3.. 16 3 it 16 1/2"WEB STIFFENER 1/2"WEB STIFFENER . 13/4'X 117/8"LVL BOARD STEEL BEAM (2)SIMPSON LSTA 21 I J STRAPS (2)SIMPSON LSTA 21 STRAPS Y3 Y3 Y 16�� �� 1/4"STL.PLATE 3"MAX. SIMPSON HD5A AT EACH END 3 it OF WALL INCLUDING WINDOW 16 AND DOOR HEADERS CB 2X6 STUD WALL 16"O.C. C13 15/32 STRUCTURAL PLYWOOD PANELS TYPICAL STEEL COLUMN TO STEEL BEAM P H T INSTALLED VERTICALLY MAXIMUM ALLOWABLE V-CUT MINIMUM OF SEVEN BOLT E J BOTH SIDES OF WALL. 6" ROOF VENTILATION DETAIL DETAIL (ON OR NEAR EXTERIOR WALL) DIAMETERS.T THIS n"".,,a O.C. WITH1DGE DNGLS1AND 1/2 LOADS.THIS DISTANCE IS "°° � FIELD WITH 10D NAILS 1-1/2" ryT- 09/20/20191 HSS COLUMN NTS SCALE:2"=1'-0" DESIGNED INTO HOLD DOWN pw.a. MIN. PENETRATION INTO DISTANCE MAY BE INCREASED FRAMING. NOTE:UNLESS INDICATED OTHERWISE,ALL WITHOUT AFFECTING LOAD �..3/16 INTERIOR COLUMNS ARE TO BE BOLTED CAPACITY,PROVIDED THE6"X 4"X 1/4"PLATE TO STEEL GIRDERS WITH 112'BOLTS AND ANCHOR NUT IS NOT ALL PERIMETER COLUMNS AND BEAMS OVER-TORQUED,WHICH COULD 31/2",51/2"OR 7"WIDE P.B. 6X4X1/4 ANGLE ARE TO BE WELDED. SPLIT THE STUD. SIMPSON STRONG-TIE 3 itHD5A BETWEEN FLOORS 16 4-1/2"0 BOLTS ANTHONY POWER BEAM1/2"WEB STIFFENER 112'WEB STIFFENER 1/2"THROUGH BOLT STEEL BEAM SIMPSON LSTA36 4-1/2"0 BOLTSS6"X4"X1/4"PLATE 1/4"STL.PLATE 3/16 STRAP ' ' SIMPSON HD56X4X1/4 ANGLEWITH SST620L=LENGTH OF BEAM WI 1/4"STIFFENER 16�� AT EACH(3) NOTE: NOTE: 2X6 COL.3/16 NOTE: PROVIDE 2 STRAPS EACH SIDE FOR WINDOW CB PROVIDE ADDITIONAL HD5A HOLD DOWNS AT ALTERNATE ANCHOR BOLTS MAY BE DRILLED U4 U2 U4 HSS COLUMN HEADERS OVER 5' LONG. EACH END OF ALL WINDOW AND DOOR JACKS. AND/OR EPDXIED INTO FOUNDATION PER NO OPENINGS OPENINGS NO OPENINGS APPROVAL OF THE ENGINEER. CONTRACTOR TO SUBMIT CUT SHEETS OF THE PROPOSED ALTERNATIVE.TYPICAL HSS COLUMN TO GLULAM / LVL TYPICAL WINDOW AND DOOR HEADER TYPICAL INTERIOR STEEL COLUMN CONNECTION DETAIL STRAPPING DETAIL EACH CORNER TO STEEL BEAM DETAILTYPICAL SHEAR WALL DETAILSCALE:1"=r-0" NTS SCALE: 2" = 1'-0" NOT TO SCALEAREA AVAILABLE FOR OPENINGS RANGE OF WEB OPENINGS ALONG LENGTH OF BEAM RANGE OF DEPTH OF CIRCULAR RECTANGULAR BEAM FOR OPENINGS OPENING OPENNG 1/2"R(TYP.)4'-0"SPLICE(TYP.)161 AT 12"O.C.WITHIN SPLICE 6-16d NAILS(EACH SIDE) 11/2"TYP.(STAGGERED) S1 d S2 W S3 W d=DIAMETER OF CIRCULAR OPENINGs D/3 h=HEIGHT OF RECTANGULAR OPENINGs D/4 W=WIDTH OF RECTANGULAR OPENINGs D/4 S1=MINIMUM DISTANCE TO CL TRANSVERSE MEMBER=D MICROLLAM®LVL 2 X DIAMETER OF THE OR 12",WHICHEVER IS LARGER. IN IN UPPER TOP AND PARALLAM® LARGEST HOLE 3DEPTH S2 OR S3=MINIMUM DISTANCE BETWEEN OPENINGS BASED JOINT IN LOWER TOP PLATE AT STUD PSL HOLE ZONE (MINIMUM) ON LARGER OPENING=3 x d OR 3 x h OR 3 x w, PLATE AT STUDWHICHEVER IS LARGER NOTES: d OPENING SIZE AND SPACING MIN.DISTANCE NOTES: 1. THE MINIMUM SPLICE IS 6-16Dd EACH SIDE OF UPPER JOINT FOR 2X PLATES. MIN.DISTANCE FROM TABLE A DO NOT CUT HOLES FROM TABLE BUSE MINIMUM SPLICE UNLESS OTHERWISE NOTED ON THE PLANS. LARGER THAN 11/2• 1Y"HOLE MAY BE CUT NO FIELD CUT IN CANTILEVER ANYWHERE IN WEB OUT- HEADER MAXIMUM ROUND 1. THIS DETAIL MAY BE USED FOR SHOP OR FIELD CUT OPENINGS WITHOUT 2. PROVIDE CONTINUOUS TOP PLATES(NO JOINTS)WHERE WALLS ARE 12'-0" HOLES IN SIDE OF HATCHED ZONE U8U8 MICROLLAM LVL AND DEPTH HOLE SIZE CONSULTING THE STRUCTURAL ENGINEER. ANY OPENING OUTSIDE THESE OR d/4 PSL PARALLAM 4Y" 1CONSTRAINTS MUST BE APPROVED BY THE STRUCTURAL ENGINEER. LE IN LENGTH. HATCHED ZONES DO NOT CUT OR MOMENT CRITICAL ZONt U3 ALLOWED HOLE ZONE L/3NOTCH FLANGE. ,3 TYPICAL TOP PLATE NAILED SPLICE DETAIL 6" 6" 5Y2SHEAR. .. SNEAR d/2 2. ALL FIELD CUT OPENINGS MUST BE CUT WITH AS SMOOTH OF EDGES AS d 7Y,"to 20" 2"NOT TO SCALE 6" L1 2XD1 D1 L2 2 X L2 2 6- 6• CRITICAL ZONE CRITICAL'ZONE SEE ILLUSTRATION FORPOSSIBLE AND THEN GROUND TO ELIMINATE NOTCHES AND IRREGULARITIES. MINIMUMINIMUM MOMENT,CRITICAL ZONE d/4 ALLOWED HOLE ZONETYPICAL BEAM PENETRATION DETAIL NOTES: (APPLIES TO ALL CLOSELY GROUPED ROUND HOLES ARE 1. ALLOWED HOLE ZONE SUITABLE FOR UNIFORMLY LOADED HEADERS AND BEAMS ONLY.HOLES EXCEPT PERMITTED IF THE GROUP PERIMETER MEETS 2. ROUND HOLES ONLY NOT TO SCALE KNOCKOUTS) REQUIREMENTS FOR ROUND OR SQUARE HOLES. DO NOT CUT HOLES IN3. NO HOLES IN CANTILEVERS. CANTILEVER REINFORCEMENT. 4. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. TABLE A-END SUPPORT U4 U2 U4 SUPPORT 5. DO NOT CUT,NOTCH OR DRILL HOLES IN HEADERS EXCEPT AS INDICATED IN MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORTILLUSTRATIONS AND TABLES. JOIST ® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 6. ANY OPENING OUTSIDE THESE CONSTRAINTS MUST BE APPROVED BY THE DEPTH TJI 2" 3' 4• 5" 6%" 7" 8%' 11" 13" 2' 3" 4" 5" 6X' 7" 8V/" 11" 13" STRUCTURAL ENGINEER. REVISIONS 9�" 360 V-6' 2'-0" 3'-0" 4'-0" 6'-0' ,'-6" 2'-6' 3'-6" 5'-0' 5'-6" DO NOT DRILL IN CRITICAL ZONESNOTCH d117/' 560 V-0" T-0" V-6" T-0" 5'-0" 5'$" 8'-0" V-0" 2'-0" 3'-6" 5'-0" T-0" T-6" 8'-0" DEPTH<1/4d 14" 560 ,'-0• 1'-0" 1'-0" V-0" Z-6" T-0" 6'-0" 9'-0" 1'-0" T-0" 1'-6" 3'-6" 6'-6" T-O' 9'-0" 10'-0" UNIFORMLY LOADED SINGLE SPAN BEAM GLUED LAMINATED TIMBER HOLEEDGE 16" 560 ,'-0' 1'-0" 1'_0" ,'-0" 1'-0" ,'-0" 3'-0" 6'-6" ,o'-0• 1'-0• ,'_o" ,'-0" 1'-6• 5'_U" 6'-0. 0'-0' 1'-0" 2'-0" TYPICAL ILEVEL LVL PENETRATION DISTANCE>5/8" NOTES:1. THE MAXIMUM SIZE HORIZONTAL HOLE(THROU3H THE WIDTH OF THE BEAM)SHALLSCHEDULE AND DETAIL OUTER 1/3 OF HOLE DIAMETER TABLE B•INTERMEDIATE OR CANTILEVER SUPPORT NOT EXCEED 1-1/2 INCHES. SPAN ONLY <2/5d MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT 2. EDGE AND END SPACING:ANY HORIZONTAL HOLE MUST BE A MINIMUM OF 4 HOLESINGLE STUD HOLE DIAMETER DIAMETERS FROM THE TOP OR BOTTOM SURFACE OF THE GLUED LAMINATEDSTUD JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE NOT TO SCALE <3/5d TJI® TIMBER MEMBER,AND 8 HOLE DIAMETERS FROM THE MEMBER ENDS.THE DISTANCE DOUBLESTUD DEPTH 2" 3" 4' 5" 6%" 7" 8VV 11" 13" 2" 3" 4" 5" 6%" 7" 87/" 11" 13" IS MEASURED FROM THE EDGE OF THE MEMBEF TO THE CENTERLINE OF THE HOLE. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State2'6" 3'-0" 4'-0" 5'-0" 8'-0" 2'6" 3'-0" 4'6" 6'6" T 6" 3. SPACING BETWEEN HOLES:FIELD ADDED OPENOR ACCESS HOLES NOT SHOWN ON Education Law,Article 145,Section 7209,for any person unless acting under the9y2' 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" T-6" 8'-0" THE CONTRACT DRAWINGS SHALL BE A MINIMUM OF 8 HOLE DIAMETERS direction of a licensed Professional Engineer,Architect,or Land Surveyor,to after anyFROM ANY HOLE IN THE MEMBER. THE DISTANCE IS MEASURED FROM THE EDGE OF item in any way.If an item bearing the seal of an Engineer,Architect or Land Surveyor is LATE 14- 1'-6" 3'-0" 4'-6" 5'-6" 8'-0" 8'-6" 12'-0" 3'-0" 4'-6" 6'-0" 8'-0" 10'-6" 11'-0" 12'-0" altered,the altering Engineer,Arohitect,or Land Surveyor shall affix to the Rem hislher560 1'-0" 1'-0" 1'6" 3'6" 5'6" 6'6" 9'6" 13'6" 1-0. 3'-0" 5'0" 7'-0" ,0'0" 11'0" 13'6" 1THE HOLE TO THE NEAREST EDGE OF THE EXISIING HOLE.HOLE EDGE DISTANCE>5/8" 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" T-0" 11'-0" 15'-0" 1'-0" 1'-0" 3'-6" 5'6" 9'-0" 10'-0" 14'6" 16'-0" 18'-0" 4. NUMBER OF HOLES:DETERMINE THE NUMBER OF FIELD ADDED HOLES ALLOWED BY seal and the notation"Altered by"followed by his/her signature and the date of suchalterations,and a s ALLOWING ONE HOLE PER EACH 5 FOOT LENGTH OF THE MEMBER. pecific description of the alteration.RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. (THIS RULE DOES NOT APPLY TO SPACING OF HOLES.)HOLES MAYBE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.LEAVE 1/8"OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE.KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12"ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. 5. OTHER HOLES:HOLES NOT DESCRIBED HERE REQUIRE REVIEW BY A QUALIFIEDpCAGNAZII RESIDENCEFOR SIMPLE SPAN(5'MINIMUM),UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND TIMBER DESIGNER. L=LENGTH OF BE/,M D=DEPTH OF BEAM Scale:AS SHOWNCondon En ineerin 1 ■C■HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. gg 12700 NEW SUFFOLK AVENUE• DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPECIFIER'S GUIDES.FOR OTHER LOAD TYPICAL ANTH0NY P 1755 sigsbee Road CUTCHOGUE NY CONDITIONS OR HOLE CONFIGURATIONS USE ILEVEL®TJ-BEAM®SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. OWER BEAM GLULAM Drawn by:��C ,STUD NOTCHING AND BORING LIMITS R Mattituck, New York 11952 Sm4ALLOWABLE HOLES — TJIO JOISTS PENETRATION SCHEDULE AND DETAIL (631) 298-1986 (631)298-2651 Fax NOT TO SCALE Date:11/18/2019 www.condonengineering.com STRUCTURAL DETAILS NOT TO SCALE6/9/2020 PERMIT SET Ui3/2o2o INCLUDES REV.4 CONTRACT SET ( BUBBLES)BID SET 1 2 3 4 5 6 A o Q 3 Q 3 3Q 0 B 3 . ............... 1Q Q Q 0 /(D 0 O 10 ® I j r--I- - L--J , �--- -� Q f I 3 O I I Q O O O ® I I ® Q - C ® I vnl ,/Io0 0 0FTE O � 0 �TOP PLATE01iQ ORHEADEROR SIMPAO EACH 3RAFTERETAILTRAP Q Q QO I Q Q 1 I I Q Q I Q \\ Q Q , Q Simpson LSTA30 Ridge FTE o I Q I I , Q Strap at each Rafter SIMPSON H2.5A RAFTER I r I r I I I 0 TAIL TO TOP PLATE Q I Q I � ® I 1 3Q ® I Q I D I Q SIMPSON H2.5A TOP Q ^ 0 � I H2A CONNECTO STU TOP PLATE PLATE TO STUD Q O 3 I I Q Q SIMPSON H2A HURRICANE TIES AT 2-SIMPSON H2.5A HURRICANE TIES Q3 I Q 3 I Q I it D EACH RAFTER TAIL(INSTALLED ON AT EACH RAFTER TAIL(INSTALLED ON Q Q —\ I �Q EXTERIOR SIDE ONLY) INTERIOR SIDE ONLY) O v O ii�J Q X10 Q 3 STUBOTTOI O PLATE Nailing Zones for Roof Sheathing in 130 0 0 Q RIM JOIST MPH Ultimate Gust Wind Zone o r o OP 1-1 PLATE E <\/ 0 I I \,> Q 3 Zone 1 Zone 2 Zone 3 O \ Field 6"O.C. 12"O.C. 4"O.C. 0 J 1. Panel Edges 6"O.C. 6"O.C. 4"O.C. Simpson ST22 Strap 3 O 3 at every other stud Nailing Requirements for 130 MPH, Ultimate Gust, Q I O I Q E1/2"Thick Roof Sheathing with 8d Common Nails Q Typical 2nd Floor Roof Sheathing Nailing Details Strapping Detail SCALE: 1/8"=V-0" ® O O O O Q 0 0 Q REVISIONS SIMPSON TSPZ STRAP SIMPSON SDWC15450 WITH E COAT 5/8"0 GALV.ANCHOR BOLT WITH A SIMPSON BP5/8-3 BEARING PLATE SIMPSON LSTA36 STRA 2-SIMPSON H4Z STRAPS SEE FOUNDATION DETAILS Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State SIMPSON LTP5 Education Law,Article 145,Section 7209,for any person unless acting under the STRAP direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any Typical Wall and Sill item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is iµL L altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her Strapping Detail seal and the notation"Altered by'followed by his/her signature and the date of such alterations,and a specific description of the alteration. 17 ' ( j TYPICAL WALL AND SILL STRAPPING DETAIL CAGNAZZI RESIDENCE Scale:AS SHOWN Condon Engineering, P.C. TYPICAL BUILDING SECTION g g� 12700 NEW SUFFOLK AVENUE :.? ` NOT TO SCALE 1755 Sigsbee Road CUTCHOGUE, NY Drawn by:JJC Mattituck, New York 11952 (631) 298-1986 (631) 298-2651 Fax Sm5 Date: 11/18/2019 www.condonengineering.com STRUCTURAL DETAILS 6/9/2020 PERMIT SET 1/13/2020 CONTRACT SET BUBBLE `' 4 09/20/2019 BID SET i — 1 2 3 4 5 6 7 A BOILER SYSTEM PUMP MANIFOLD SUPPLY AND RETURN EXPANSION TANK B-1 VIESSMANN VITODENS 200 MODEL NONE 2" SIZE ACCORDINGLY PROVIDE VIESSMANN LOW LOSS 62HA100 DIRECT VENT GAS BOILER HEADER MODEL 120/80 BOILER ZONES AND EQUIPMENT SCHEDULE B SYSTEM ZONE AND ROOMS GEOTHERMAL HEATPUMP BY WATERFURNACE SYSTEM CONFIGURATION ELECTRONIC AIR CLEANER HOT WATER COIL HUMIDIFIER WATER HEATER 1 FAMILY ROOM,VESTIBULE,L&ENT ER,CLOSET WSHP-1;WATERFURNACE NDV038*101CT PACKAGED F-1; HONEYWELL F300E SHW2347 LIVING ROOM,STAIR HALL&ENTRY H-1; NORTEC MODEL RH 2 DINING ROOM,KITCHEN,BUTLER'S PANTRY BAH,LAUNDRY&MUDROOM WSHP-2;WATERFURNACE NDV038*101CT PACKAGED F-2; HONEYWELL F300E SHW2347 H-2; NORTEC MODEL RH 3 BONUS ROOM&BACK STAIRS WSHP-3;NDZ026*100CNN/SAH026A001A SPLIT SYSTEM F-3; HONEYWELL F300E SHW2208 NONE 4 MASTER BEDROOM,MASTER BATH,MASTER VESTIBULE HER CLOSET&HIS CLOSET WSHP-4; NDZ026*100CNN/SAH026A001A SPLIT SYSTEM F4; HONEYWELL F300E SHW2208 NONE ZONE 1-BEDROOM 209&212,BATH210&213 5 ZONE 2 BAH 216&BH219 IA HALL,BEDROOM 215&218, WSHP-5; NDZ049*100CNN/SAH048A001A SPLIT SYSTEM F-5; HONEYWELL F300E SHW2347 NONE ZONE 3-COMMON ROOM 6 THIRD FLOOR GYM&OFFICE WSHP-6; NDZ026*100CNN/SAH026A001A SPLIT SYSTEM F-6; HONEYWELL F300E SHW2208 NONE AH-1; MAGIC-AIRE DVB04 7 WINE CELLAR WC-1;COPELAND FJAF0108CFV020 F-7;WITH UNIT NONE H-3; NORTEC MODEL RH 8 INDIRECT WATER HEATER I.B.C. MODEL BTI 119-MAX C EXHAUST FANS NOTES: AREA SERVED EXHAUST/ERV MODEL ALL DUCT MATERIALS AND CONSTRUCTION TO ADHERE TO SMACNA DUCT STANDARDS TYPICAL SUPPLY AIR PLENUMS EF TYPICAL FOR ALL BATHROOMS GREENHECK MODEL CSP-B110 ALL WORK TO CONFORM TO THE NEW YORK L BUILDING CODES ERVA CONNECTED TO SYSTEM 1 HONEYWELL VNT5150 ALL REFRIGERANT PIPING TO BE HARD DRAWN TYPE ACR COPPER ERV-2 CONNECTED TO SYSTEM 5 HONEYWELL VNT5150 ALL BOILER PIPING TO BE TYPE L HARD DRAWN COPPER OR BLACK MALIABLE IRON Z z R= 1/2 TRUNK HEIGHT MIN. 2 MUA KITCHEN HOOD MAKEUP AIR ELECTRO EM-MA10-240-1-10 ALL TRUNKLINES LINED WITH 1"ACOUSTICAL � o L=1/2 TRUNK HEIGHT MIN. r- DUCT LINER USE TURNING VANES IF MIN INSIDE RADIUS CANNOT BE MAINTAINED ALL DUCT DIMENSIONS ARE INSIDE CLEAR TYPICAL DUCT ELBOWS 0 0 D 0 N N N R=1/2 CHEEK WIDTH MIN. R=1/2 CHEEK WIDTH MIN. bA cz U USE TURNING VANES IF MIN INSIDE RADIUS CANNOT BE MAINTAINED C- SYMBOLS AND ABBREVIATIONS 000 N N ROUND BRANCH CONNECTION (SIDE) 1f RECT. DUCT UP ® DOMESTIC WATER SUPPLY DWS CEILING DIFFUSER CD TYPICAL BRANCH DUCT CONNECTION Q `- ROUND BRANCH CONNECTION (TOP OR BOTTOM) RECT. DUCT DN. CHILLED WATER SUPPLY CWS CEILING REGISTER CR �. .^ ;�`L _ �r ; ..,. CHILLED WATER RETURN CWR CEILING GRILLE CG r;A o VERTICAL OVAL PIPE m TRUNK ELBOW Q E � �t v R=1/2 BRANCH R=1/2 BRANCH WIDTH MIN. WIDTH MIN. ti:"'.`. 0� � VERTICAL ROUND PIPE 0 TRUNK DUCT REFRIGERANT LIQUID PIPE RS FLOOR REGISTER FR •b o TRUNK DUCT TRANSITION REGISTER TRANSITION HORIZONTAL REFRIGERANT VAPOR PIPE RV FLOOR GRILLE FG USE TURNING VANES IF MIN INSIDE RADIUS CANNOT BE MAINTAINED I I CEILING BOX TRUNK DUCT TRANSITION 6/9/2020 PERMIT SET 5 VERTICAL EXHAUST AIR DISCHARGE EAD TOP REGISTER(HIGH WALL) TR 1/13/2020 CONTRACT SET (INCLUDES REV.4 E s� BUBBLES TRUNK DUCT OFFSET -� FLOOR OR CEILING REGISTER {�I} HORIZONTAL TYPICAL DUCT OFFSET 09/20/2019 BID SET CL CU4 FRESH AIR INTAKE FAI BOTTOM REGISTER(LOW WALL) BR ca DATE ISSUED FOR TRUNK DUCT OFFSET U FLOOR OR CEILING RETURN GRILLE VERTICAL(ARROW INDICATES UP) RADIANT HEAT STATION RHS TOP GRILLE(HIGH WALL) TG 3 Austin Patterson o Disston Architects CEILING DIFFUSER � THERMOSTAT OT FIRE DAMPER FD BOTTOM GRILLE(LOW WALL) BG R=1/2 CHEEK WIDTH MIN. R= 1/2 CHEEK WIDTH MIN. 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,fax(203)254-1390 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 LENGTH=OFFSET X2 MIN apdarchitects.com (� SIDEWALL SUPPLY REGISTER CLASS 1 FLEXIBLE DUCT VOLUME DAMPER VD HOT WATER SUPPLY HWS ^' SIDEWALL RETURN GRILLE MOTORIZED ZONE DAMPER ®❑ SPLITTER DAMPER SD HOT WATER RETURN HWR USE TURNING VANES IF MIN INSIDE RADIUS CANNOT CAGNAZZI RESIDENCE 0 O BE MAINTAINED 12700 NEW SUFFOLK AVENUE,CUTCHOGUE,NEW YORK, 11935 0 Drawing Title: o MECHANICAL NOTES DRAWN BY: KFK Project No.: Project Manager: TS Drawing No: z 18014 Team: DK, C13 M-1 Q H Issued on: 6/9/2020 for F PERMIT SET OWNERSHIP AND CONDITIONS OF USE: a DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIESTHAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY /� ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN F--� WRITING WITHIN TEN(10)DAYS.REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYA13LEUPON RECEIPT, THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- PAYMENT: CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE N [~ PROCEEDING. THIS DRAWING IS COPYRIGHT. NOTE: DO NOT SCALE DRAWINGS 1 2 3 4 5 6 7 F4 Fl F4 F1 F5 Ci A-301 -401. -402.5 A-301 -401. A-304 No,,• A Cl Cl A-303 A-303 ' SLAB ON GRADE SLAB ON GRADE a n ` 7" 7., 7„ 7„ SLAB ON GRADE F1 A-302 12"X10" 10"X10" 8"X8" 7" 7" 7" F1 A-302 8..X8,. - B Cl ° . Cl A-301 v J A-301 WSCU-3 WSCU-4 - t L A/H-1 TI -i C. <: .. ® 12"X10" ° 6" C V WSCU-5 i 12"X10" , I z5f�' 12"X5-1/4" " SUPPLY WSCU-6 7" 6" 10"X10 12"X8" �. DUT U I 16"X10" 20"X10" i 7" -7nQJ I ® \ 12"X8" / I 10"X10" 6" 7"0 v 6" 83;X8" Fl I 10-'X10'.-" -401.3 CRAWL SPACE 20"X8"RETURN A \ W/H-1 �•. / DUCT UP EV. 5: REVISED SLAB ON GRADE 12"X5-1/4". 6"ROUND ucrs FULL BASEMENT6° EXTERIOR I _ '� 7 0 16"X10" KSUPPLY WALL CAP (INTAKE) b 6"0 � �_ � WSHP-1 ,� DUCT UP i A O D 20"X10" 6"Q) EV. 5: REVISED / C UCTS FOR REVISED 12"X8" g,�XB" n rn LEVATOR LOCATION 20„ �� \\ B-1 -401.3 6"ROUND < I 1 6.,0., EXTERIOR _'a 10"X10" i I 12"X8"RETURN �� F — — 16"X10" \ WALL CAP � � 7"0 7"0 16"X10" � DUCT UP (EXHAUST) 6„0 > I 6"0 12"X8" " 10”ROUND ETURN - -- - — — — — - El—WSHP-2 0 6"0LI I EXTERIOR DUCT UP 6L - I WALL CAP _. .. 10„0 - X10„ a (INTAKE) Cl cl I MUA 110'� A-30Z ! � A-302 I , L I ... ...... .. .. .... _ v I C5 C5 I � I A-303 A-303 ` I f > SLAB ON GRADE SLAB ON GRADE i 1 ._..........�.___._. .__.- - I C5 i i i i i i ii C5 ±� A-304 I � �� � � � � � � n ( I A-304 q n �, D I „ O (41 N Ct / O F4 Fi Fl FS 00 A-301 -401. A-301 -401. c� b I v 6/9/2020 PERMIT SET REV.5:LANDSCAPE,STRUCTURE,HVAC(LO1,L02,L03, A 3/18/2020 L08,L09,LP 1,LP2,LTI,FO 1,F02,F03, O I 5 L04,LOS,L06,L07, v i F04,F05,S-100,S-101,S-102,S-103,S-104,S-105,M-2,M-3, M-4,M-5) Fl SLAB ON GRADE I Fl CONTRACT SET (INBUBBLEREv 4 E A-304 a A-304 1/13/2020 I 09/20/2019 BID SET ,d DATE ISSUED FOR Cz i I Austin Patterson Disston Fa Architects v 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,fax(203)254-1390 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 O apdarchitects.com F3 F3 A-304 A-304 CAGNAZZI RESIDENCE 12700 NEW SUFFOLK AVENUE,CUTCHOGUE,NEW YORK, 11935 Drawing Title: 7 BASEMENT MECHANICAL DRAWN BY: KFK v O o I I Project No.: Project Manager: TS Drawing No: 18014 Team: DK, C13 M-2 �O F5 I I F5 OA-304 i ! i A-304 Issued on: 6/9/2020 for F Q PERMIT SET H i I OWNERSHIP AND CONDITIONS FUSE. FH I. ... ..... ..._. ..... ....... ..... ...... ...... ..... __._ ...... _..._ ...._ ._... _.._ ..... ___ __ -_ _.__ ..... ..__ -... _..._ .._._ ...- .-_ - _. ._.. ..._ ._ - __ - - - - - - ._ - J - - O NS O DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIESTHAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY ARCHITECT'S STATEMENT'S FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS Q BASEMENT MECHANICAL PLAN INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT L BAR DOCUMENT USE FOR NON- PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE F WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE PROCEEDING. Fl C1 THIS DRAWING IS COPYRIGHT. x SCALE: 1/4�� = 1�-��� -401'4 A-304 NOTE: DO NOT SCALE DRAWINGS H 1 2 3 4 5 6 7 F4 Fl F4 F1 F5 �Cl A-301_. -401. _ 02.5_ A-301 .. -401. A-304 O .!' - - - - o ° : II II I ! ! I A I - -- - - -. ._.. - -- - - - - - - - - - - - - -- - - -- - , -_ -4M. --- - - - - - -- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- -- -- --- - Cl : I i I i I I I I I I�I I I III I f I I I I I I�I I I III SEE ELECTRICAL PLAN FOR I I I I'i 4 LECTRIC INFRARED HEATER I III I I ! I ! 12'x4' I' LOCATIONS i !! FLOOR ! I I I I I 1 I I i I I REGISTER I I I I!I I li III I i I I I I (TYPICAL) f I ISI I I ISI �--� 11 FLOOR III I I !j I ! ! F L ! (I I I REGISTER III I II III i _®.. .- - -- __ - - - ---- ® - --- - - - --® '- ---- ---- --� -= ! I I (TYPICAL) ---' , I ! ` _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I :. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' l - : ...��... Fl A-302 A-302 If I ! I I I I I I ! I ! I I!I SCREENED PORCH II ISI - I _ I; III - I 117 - I Cl Cl __ A-301 LIVING ! I I , I DINING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =-- i I I I 107. I ! ! I ! 108 I ❑ 1 i : ............n......._.n..-.....-.,...r .n..._...... ...._..._.rs........�.. trn- . I I I I I I I I I I I o it ; _j D I I I I I I t ! I ! IV/z - � JL .JL J% 12 x4 I I I I I I I I I I I WC - - - - - - - - - - -- - - - - — �' I. 1rL- ;rL- ;rL- i FLOOR ! I I I ! ! I I I I I (D 0 i ®E 116 REGISTE ! I I I I ! I 11 I I - - -- OO ��,�L (TYPICAL) I ! I + ! ! I I ! I I , I I I 12"X2"KICKTOE I I I III ! I I I ! I I I I I it SUPPLY 105 , VESTIBULE I I ! I I I. I I I I I I ! ! I I + . I I - — I L JL JL " " ! 12 X10 HIGH WALL I ! i t , i I i I I ----- I SUPPLY REGISTER- 00 EGISTER I i I ! i , I i I I i ! L J� I WINE ROOM I tt I t , ----------------------------------- L12 I 24"UNDER! , ! " rr --- ;; ] -------------------- �----- -- - --- - 72"X4' LINEAR COUNTER ! I CHANGING _________________ __ _ 36X4 LINEAR i 12"x4" 20'X8"RETURN RETURN GRILLE I RETURN GRILLE FLOOR Fl ! CLOSET e_'_______ DUCT UP i I, FRIDGE,^ ; REGISTER 115 iii � ! STAIR HALL --. _ _ N I " 15"ICE I a ) I ELEVATOR y ( 7 ,------------ ——— - = oM ! 16 X10" I PICA i' ------ _j I ------- LOW WA - ------ - 106 I T 20"X20" LL � --- - ;:. � r/ ' w ! RETURN GRILLE -- - -- -- - I -------------------- __ ______ - ------ 0 _ (� 1 it II I,+ t�iu�j I Gj I II I I I \ l� ! BUTLERS I I I I POWDER !' i+' 1 I w ! I _ i - I I- P. TRY i I-x' I t F2 12"X8"RETURN ® I' I' I' b ! _ G ! ! r! ! I 1 i 1 { 1, P, I' I' M I : ' {r.. ; f! I I 12"X12 LOW WALL -401.3 103 I� �! I, , , , , , � o :�( 1�t.&":"A1 EV.5: REVISED i ;i10 'I i " I i f DUCT DOWN ;I I � ' � ! ! �. � RANGE � ri RILLE LOCATIONS ! I I I __ - u'`_' [s�.a) ! I - RETURN GRILLE 1 I 12"X12"LOW WAL - - - - ENTRY RETURN GRILLE --- r- _ - - � _. -.�. I ------ ---------- ------- : ! 101 I 1 =! =t'- L �; _ - �� - - -- _ ------ /I �` ---------- _ - - =- / 0 - - -- -- 6"XINE/AR -3 —7- ----- ff I MAKE-LP AIR _ / I " " ® ----- 1` - _ ------- - - - - - r: KITCHEN z ! I 12 X8 RETURN II „ J - - - - 1 .G x u SUPPLY GRILLE w I I DUCT DOWN r I�:l v r ____ _____ ____ I b; 109 PANTRY ------ -- - > r ------ -------------� t - I / p I - --- ------_.—.--- ----...._..._...._.._........_._.._.._.......__._.......-- ._.._.._.. ' I I ----------- ---- �� 0'1 12"X2"KICKTOE 12"X2"KICKTOE n --- II I Cl _. .. .. . I ��1- ._ /........./ �UPPLY�J SUPPLY -- ' li i 111 " y- II C1 A-3o2 CLOSET I I; f �..� �..�..� �i -......_: MUDR 113 1 �1.- LAUNDRY A-3o2 OOM RY 24"x2"LINEAR !: ! ! DW I DW I MICRO I - II � 1r -,1 GRILLE IN BENCH r ( - ! --� �--- -- --- ---------�-------- I [. ------- ---__ -- - --—_----------- I II- DRYER WASHER - -- u. �. I FLOOR I. -------- I/f �i CS I REGISTER d CS i RADIANT FLOOR 1i A-303 (TYPICAL) ! A-303 ! I! II WARMINGN. - ....:.. ... � II li C5 A-304 r� t Ei ------------------- t s - V7 . ..... I 1 - �I I __..____._.__._ UH-1 MODEL D o I ! HSB-65 ~ I II SLOP SINK? NL - - - - - - - - - - - - - - - - - - - - - - - - - --- =---------_ ^..I 00 A-301 -401. A-301 401. I i N I • �.• _N3 U 1-4 U i _ 6/9/2020 PERMIT SET 'd REV.5.LANDSCAPE,STRUCTURE,HVAC(1,01,L02,L03, 3/18/2020 p I Jr L04,LOS,L06,L07,L08,L09,LPI,LP2,LT1,FO1,F02,F03, F04,F05,S-100,S-101,S-102,S-103,S-104,S-105,M-2,M-3, 1 M-4,M-5) A 304 f GARAGE A 304 1/13/2020 (INCLUDES REV.4 E D CONTRACT SET BUBBLES) ., 09/20/2019 BID SET DATE ISSUED FOR s�. b Austin Patterson Disston 0 Architects �U+ I I--1 (� 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,fax(203)254-1390 ! 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 O I apdarchitects.com V' F3 I F3 f� A-304 A-304 CAGNAZZI RESIDENCE I 12700 NEW SUFFOLK AVENUE,CUTCHOGUE,NEW YORK, 11935 o I Drawing Title: 1 ST FLOOR MECHANICAL DRAWN BY: KFK Project No.: Project Manager: TS Drawing No: N 18014 Team: DK, C13 M-3 F5 - - - - - - - - - - r - - - - - - - - - F5 O A-304 I i i A-304 ISSUe(1 On: 6/9/2020 for . F PERMIT SET - - -------- ------� ----_.------.- --- I .-- -._.._----` ---------.._.-------- OWNERSHIPAND CONDITIONS OF USE. - �--�----�---- � �-�-------=__ ��------ ---------- DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN QI THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR BJ PART,FOR OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT - - UPON PAYMENT TO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT - THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY - - - - ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN WRITING WITHIN TEN(10)DAYS.REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS Q IST FLOOR MECHANICAL PLAN INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT L BAR DOCUMENT USE FOR NON- _ PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE F�1 F1 . — _ WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE Til 11 1 11 PROCEEDING. V-011 F1 C1 THIS DRAWING IS COPYRIGHT. SCALE. 1 4 — i O -401.4 A-304 NOTE: DO NOT SCALE DRAWINGS 1 2 3 4 5 6 7 F4 F1 F4 F1 F5 C1 A-301 X101. -402.5 A-301 -401. 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N (TYPICAL) � C14 T-0 7"fT� x -------------1 �`------------ �,'r;. �t �,(• j `,� TQ6 n Fir t ' 12"X10" r [ ! 6/9/2020 PERMIT SET "d 12"x4" ! CEILING ' BONUS I REV.5:LANDSCAPE,STRUCTURE,HVAC(LO I,L02,L03, O REGISTER i 222 i 5 3/18/2020 L04,L05,L06,L07,L08,L09,LPI,LP2,LTI,1`01,F02,F03, w (TYPICAL) I I F04,F05,S-100,S-101,S-102,S-103,S-104,S-105,M-2,M-3, 7w0 I M-4,M-5) Fl R- F1 (INCLUDES REV.4 E 1 A-304 ; A-304 1/13/2020 � I 7",a I CONTRACT SET BUBBLES) 09/20/2019 BID SET I DATE ISSUED FOR ,, v-� 3 Austin Patterson Disston ... Architects 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,fax(203)254-1390 ___________ ! L'—_—————————— . 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 i Q apdarchitects.com I, 7"0 F3 ' F3 r A-304 7"' A-304 CAGNAZZI RESIDENCE -------------- --- ' 12700 NEW SUFFOLK AVENUE,CUTCHOGUE,NEW YORK, 11935 O r' I I Z I I - Drawing Title: 2ND FLOOR MECHANICAL DRAWN BY: KFK I [ 0 0 ---- Project No.: Project Manager: TS Drawing No: I ----- 18014 Team: DK, CB . �p F5 #- 1=—= =__—=-_----- ____--=---=°--1 �I i 1�'1- _ ------------ M-4 _ -- F5 OA-304 A-304 Issued on: 6/9/2020 for Q F w PERMIT SET H OWNERSHIP AND CONDITIONS OF USE. O HIP ----------'-'------- `---------------- DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN a THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER - PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE - SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT h THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY r� ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS Q F1 2ND FLOOR MECHANICAL PLAN INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT L BAR DOCUMENT USE FOR NON- PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE _ PROCEEDING. i i THIS DRAWING IS COPYRIGHT. '—' SCALE. 1 4 1 = i �-011 -401.4 A 304 x H ___ NOTE: DO NOT SCALE DRAWINGS 1 2 3 4 5 6 F4 41 F4 F1 F5 C1 A-301 -4 1. -402.5 A-301 -401. A-304 ------ --._..- -...........__......_..--------- -- A ! ! —--- Cl ------------...-_................_._._......_.._.......__..._..._._.._.._. A-303 I - j A-303 I - - - - --------- - ----------------- -- - 10"X8" 14"X1 - r.. _. ._. .- .. ... . _ ... __ ...- ... - - - - --- - - --- !j - _..._.._._ ~ n 0 " �7I �7I - I I 10 X10 I 0X12 -I 7 ----- -------------- ---------- 10"X12" '1 7" i x i 8„X8 �j I ! L I I I 10"X12" 8"X10" i O I I ! i 1 i I Fl r� A-302 ! I DOOR REQUIRES GRILLE IN Q ! LEAF.IF HEAT OUTPUT IS 2,000 TO 4,000 BTUH, ! - ! HAUST FAN WILL BE I I ! ! - J ! I T O I � j 1 I I I I C5 ! I ! AV CLOSET SUFFICIENT.IF BTUH IS 1 4 A-305 f I I GREATER,SEPARATE I 1 I 1 _ I ! It ! I I SYSTEM MAY BE REQUIRED. 1 I IF It q I RANGE EXHAUST ' /F3 I II & i� 11 - ----.-- '-- - -- ---------------------------- -------------------------------- i-i-----al !I Z11111 EXITS CHIMNEY ! I I I Il !IA-305CATHEDRAL CEILING 10"X12" OPEN TO BELOW ! Cl 1 EV.5:AV CLOSET NOTE / J) 8"X8"CEILING �� I I I 10"X1 2" INTAKE RUNS Cl ! II I DIFFUSER TYP. FOR 4 I I I ABOVE EXHAUST- E3 A-301 SEE SECTION A-305 2" HIGH WALL I � __ 6 7"Q1 7"Q1 T-0 *7'0 v 4 UP Y REGISTER I !' �\� �i F5 -- II , ! I I 12'X12" �. ! 1 I 14"X10" a- A-305 (� ! I 1 I I I ELEVATOR_I J �0 �O - - ------ - - — - - ! ! i MACHINE ROOM I �. I X16- 1 if' 6"ROUND - - - ------ 14"X10" 7~0 7"0 i EXTERIOR g, 1 '! WALL CAP I 1 - - -- u ! ! 4 (INTAKE) j L � I I u n I I " " 16"X10" I I 1 ! — ! I II I I ! 22 X1Q I 24"X10" 24"X10" 6"ROUND 12"X10" L L L.__1.J I l __ !, I ! EXTERIOR 16"X10" " iL-J l I-1 J 1 1 I I 6 0 6"O 12"X10 I I ---- I I - „ 14"X1 0' - I..._ (EXHAUST) m " -� - WALL CAP ' 20"X20"LOW V✓ALL 10 X8'1 I 12 X6 HIGH WALL XHAUS TO RETURN GRILLE b —f RETURN GRILLE u I �:i WSHP-4 DUCTTRI� E „ < { ABOVE D ORiOPENING X8" N 7.. 10"X10" 16"X10" T'0 f c M M fi WSHP-6 -------- I --------- 10"X8' Fl 8"X8" 7"0 "---- — — 16"X10" a -401.3 ----.... ---._.... 7" 1, 5 10"X8" _........_.... ............_.. -.---- itk El "0 0 ;'°-----__ _ -� - . __r-----__ r; 12"X10" .5: REVISED — 10"X10"UCTS FOR REVISED -i'�- ..-..-_-.-..-...-....... --- "0 8"X8" 6"0 �JEV EVATOR LOCATION ,.XB" 7"0 MECHANICAL T10 I "0 "0 I''= 1 2 3 4 5 6 7 1 4 ,f l' f , A / i 0 1 1 � ' 1► I \ WSCU-3 WSCU-4 1 1 1 1 A/H-1 L WSCU-5 WSCU-6 aw/0'-i � l - I I ,. 1 \ , \\ \ - 1 W/H-1 n- / WSHP-1 1 e ® B-1 �7 I \ � ^ rI I - -- - - - - / WSHP-2 77 77 177 77 -77-7 1 TO 1ST FL _' R1- SWITCH ;� RI .-...-- 4 -_ CEI 1 I� 11 I 1 I I I o D I O , I iI N 03 - 4 U I 00 ELECTRICAL FIXTURE KEY LOW VOLTAGE KEY P PENDANT LIGHT FIXTURE DUPLEX RECEPTACLE DB z DOORBELL S SURFACE MOUNTED LIGHT FIXTURE DUPLEX SPLIT WIRE RECEPTACLE w I Rl STRUCTURED DATA CABLE LOCATION FOR RECESSED CEILING LIGHT FIXTURE =E)GFI DUPLEX WITH GROUND FAULT INTERRUPTER Q COMPUTER,TV,TELEPHONE,AND/OR WIRELESS p a —a LOCAL-AREA NETWORK(WLAN)ROUTER.IF / 4"' ® FIXED DOWNLIGHT =0 WP GFI DUPLEX WATERPROOF GFT TELEPHONE IS CONNECTED TO A TELE?HONE i v , I � ®► , ADJUSTABLE ACCENT LIGHT 220 VOLT RECEPTACLE SYSTEM,MAKE A NOTATION. MULTIPLE LAMP RECTANGULAR DOWNLIGHT/ KPM ® � QUADROPLIX RECEPTACLE o KEY PAD-MUSIC SP WALL SPEAKER I ADJUSTABLE ACCENT/WALL WASH Z v �WS WALL SCONCE _ ® DUPLEX RECESSED FLOOR RECEPTACLE o 4 SUBWOOFER sP ❑ TAPE IN SPEAKER Fes-, PL WALL MOUNTED PICTURE LIGHT C) ® DUPLEXRECEPTSPLIT WIRE RECESSED FLOOR KPs > j 6/9/2020 PERMIT SET E KEY PAD-SECURITY t- (INCLUDES V.4 WINDOW CONTACT SURFACE MOUNTED/SUSPENDED LINEAR LIGHT DEDICATED RECEPTACLE AT CASEMENT 1/13/2020 CONTRACT SETBUBBLES) WC ® SL WALL MOUNTED STEP LIGHT -© CLOCK HANGER RECEPTACLE WINDOWS& 09/20/2019 BID SET 3 O DOOR CONTACT DOUBLE DOCRS n ; tn U U SURFACE OR WALL MOUNT UTILITY LIGHT ----- PLUG STRIP ATTACH AT DATE ISSUED FOR PA POOL ALARM ACTIVE LEAF P-4 TRACK HEAD Q CENTRAL VACUUM OUTLETas O RECESSED LINEAR LIGHT GBD GLASS BREAK DEFECTOR v Austin Patterson Disston ■����■ UNDER-CABINET LIGHT NOTES: r MS MOTION SENSOR v I app,. GArchitects �-, mIImIIm WALLGRAZER LIGHT 1.OUTLETS TO BE CENTERED HORIZONTALLY ON BASEBOARDS HT RATE OF RISE HIGH TEMPERATURE DETECTOR TYPICAL;SWITCHES TO BE MOUNTED 40"A.F.F.(ABOVE FINISHLU U �--® FLOOD LIGHT FLOOR)TYPICAL. LT LOW TEMPERATURE DETECTOR -, 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255-4031,fax(203)254-1390 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 TABLE/FLOOR LAMP 2.CLOCK RECEPTACLE&PICTURE LIGHT HEIGHTS A.F.F.TO BE GAS DETECTOR apdarchitects.com 0DETERMINED IN THE FIELD ALONG WITH CONTROL PLACEMENT. v Z REMOTE TRANSFORMER(LOCATION BY E.C.) MD MOISTURE DETECTOR 3.CONFIRM SWITCHING AND TIMER SETTING AT BATH ROOM EXHAUST SWITCHLEG/CONTROL SYSTEM ZONE FANS IN THE FIELD. SD SMOKE DETECTOR CAGNAZZI RESIDENCE 4.DIMMER LOCATIONS WILL BE DETERMINED IN THE FIELD.ASSUME H4RD-WIRED 12700 NEW SUFFOLK AVENUE,CUTCHOGUE,NEW PORK, 11935 75%OF SWITCHES WILL HAVE DIMMERS. CD CARBON MONOXIDE DETECTOR v ` EF(2) EXHAUST FAN CEILING FAN NITH BATTERY 5.COORDINATE FIXTURE LOCATIONS WITH FRAMING,HVAC PLANS, BACK-UP Z ILF `-" � IN LINE EXHAUST FAN ' CF�� CD COMBINED SMOKE AND v INTERIOR DRAWINGS AND REFLECTED CEILING PLANS;IF A CARBON MONOXIDE DETECTORDrawing Title: EFL(2) EXHAUST FAN LIGHT �� DISCREPANCY OCCURS COORDINATE IN THE FIELD WITH THE NOTES & BASEMENT ELECTRICAL PLAN O w w UL LISTED BOXLESS DISCONNECTA3LE N 6.CENTER ALL OUTLETS UNDER WINDOWS. p w O SINGLE POLE SWITCH a �} CONNECTOR;AS MNFGR'D BY WAGD OR EQUAL. I Project No.: Project Manager: TS Drawing No: N LU 69 THREE WAY SWITCH 7.COORDINATE LOCATION OF THERMOSTATS W/INTERIOR 3: U til IA -69 FOUR WAY SWITCH ELEVATIONS. 18014 Team: DK, CB SECURITY SYSTEM NOTES: ( E- 1 1 OO 69 SINGLE z O D DIMMER OLE DOOR JAMB SWITCH $ CONTRACTOR AND APPLIANTO SUPPLY AND INSTALL ALL DUCTS,FANS, 1.SMOKE,CARBON MONOXIDE,AND HIGH TEMP CETECTORS i Issued on: 6/9/2020 for F WILL BE INSTALLED BY SECURITY SUB CONTRACTOR. A _- 9.WHERE OUTLETS ARE NOT SPECIFICALLY LOCATED ON THE /`, DRAWING,PROVIDE MINIMUM NUMBER TO SATISFY ALL GOVERNING w WiFl WIFI REPEATER ' / ' / 2.PROVIDE HARDWIRED SYSTEMS,NOT WIRELESS;INSTALL / I PERMIT ET E-, \, ✓ CODES. LOCATE AS DETERMINED IN THE FIELD WITH THE SMOKE AND HEAT DETECTORS PER CODE %� \ ;' ARCHITECT.WHERE OUTLETS ARE REQUIRED BY CODE AND v ' ° a I OWNERSHIP AND CONDITIONS OF USE: - GARAGE DOOR _._'•, `•,' \i ._.... ��._...__ INSTALLED WITHOUT SPECIFIC DIRECTION,LOCATE AS DIRECTED / / , a OPENER RADIANT FLOOR HEAT BY THE ARCHITECT AT NO ADDITIONAL COST TO THE CLIENT. 3.CONTRACTOR TO SUPPLY ALL FIRE PROTECTIO11 BY CODE. - - DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE.ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER PROJECTS OR PURPOSES OR BY ANY OTHER PARTIESTHAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE LEGEND SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECT'S. THE USE OF THIS DOCUMENT IS CONTINGENT R1 =WAC LIGHTING,R3ARDL UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY SL =WAC LIGHTING,WL-LED100 ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN SL2 =WAC LIGHTING WL-LED300 WRITING WITHIN TEN(10)DAYS.REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. U =SLIM SURFACE,S7R 827K 10 THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS Q F1 BASEMENT ELECTRICAL PLAN INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE .IT TO BAR DOCUMENT USE FOR NON- PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE x00 SCALE: 1/4" = V-011 PROCEEDING. L THIS DRAWING 1S COPYRIGII'1•. C-' - NOTE: DO NOT SCALE DRAWINGS . . . . , . -4 - 12 3 4 5 6I . 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ONTRACT SET BUBBLES ter" ® DUPLEX RECESSED FLOOR RECEPTACLE O 1 I / REV.4:VARIOUS REVISIONS(SITE-2,SITE-5,SITE-6, 4 SITE-7,A-100,A-101,A-1 -103,A-104,A-2 -202,A- U WS WALL SCONCE w � SUBWOOFER SP TAPE IN SPEAKER / 1 �\ � 1/13/2020 02,A Ol,A , IPL I C) a DUPLEX SPLIT WIRE RECESSED FLOOR I 1 -------. i------------------" ---.-_-•-_----.----._- .-. __.__ , 203 A-204 A-301 A-302 A-303 A-304,A-401.1,A-401.3,A- = WALL MOUNTED PICTURE LIGHT RECEPTACLE / I 1 ! • ' KEY PAD-SECURITY T , 1401.4,A-402.1,A-402.3,A-404.1,A-600.1,A-600.2,A-600.3, KPS I j A-801,A-802,A-803,S 100,S-101,5-102,S-103,S-105,S-2, E SURFACE MOUNTED/SUSPENDED LINEAR LIGHT ® DEDICATED RECEPTACLE O # E-101,E-102,E-103) r WC WINDOW CONTACT AT CASEMENT I i ® SL WALL MOUNTED STEP LIGHT CLOCK HANGER RECEPTACLE WINDOWS& I I i , 09/20/2019 BID SET CIO c� DC DOOR CONTACT DOUBLE DOORS I J / _, U p-U SURFACE OR WALL MOUNT UTILITY LIGHT ----- PLUG STRIP I 1 ATTACH AT \ 0 . ( PA POOL ALARM ACTIVE LEAF I I i I\ DATE ISSUED FOR c�3 TRACK HEAD o CENTRAL VACUUM OUTLET I I \ b � RECESSED LINEAR LIGHT GBD GLASS BREAK DETECTOR I I \ 1 . \ ; , Austin Patterson Disston j ■■■■■■ UNDER-CABINET LIGHT NOTES: MS MOTION SENSOR — ® 1 ' D3 - ` -- -_ / D3 \ __ -_ � ' D I r o- Architects tau�R■ WALLGRAZER LIGHT 1.OUTLETS TO BE CENTERED HORIZONTALLY ON BASEBOARDS O RATE OF RISE HIGH TEMPERATURE DETECTOR I \ TYPICAL;SWITCHES TO BE MOUNTED 40"A.F.F.(ABOVE FINISH u 1 I \ I 1 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)2554031,fax(203)254-1390 �---® FLOOD LIGHT FLOOR)TYPICAL. vwi LT LOW TEMPERATURE DETECTOR \ C TABLE/FLOOR LAMP 2.CLOCK RECEPTACLE&PICTURE LIGHT HEIGHTS A.F.F.TO BE 1 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 DETERMINED IN THE FIELD ALONG WITH CONTROL PLACEMENT. � GAS DETECTOR I T _ -- -_ \I I apdarchitects.com L=-1 ® REMOTE TRANSFORMER(LOCATION BY E.C.) O / BICYCLES I 3.CONFIRM SWITCHING AND TIMER SETTING AT BATH ROOM EXHAUST MD MOISTURE DETECTOR T / I I II i Ic FANS IN THE FIELD. e - x; i 1 I SWITCHLEG/CONTROL SYSTEM ZONE SD SMOKE DETECTOR 1 ; p , I I — zi�C144. DIMMER LOCATIONS TO BE DETERMINED IN THE FIELD.ASSUME HARD-WIRED Y� r?. I CAGNAZZI RESIDENCE EF EXHAUST FAN CEILING FAN 75%OF SWITCHES WILL HAVE DIMMERS. CD CARBON MONOXIDE DETECTOR WITH BATTERY ( 1 I 12700 NEW SUFFOLK O ( I � Z ILF� IN LINE EXHAUST FAN ' ' CF,` 5.COORDINATE FIXTURE LOCATIONS WITH FRAMING,HVAC PLANS, CD COMBINED SMOKE AND BACK-UP I I O AVENUE,CUTCHOGUE,NEW YORK, 11935 U<- INTERIOR DRAWINGS AND REFLECTED CEILING PLANS;IF I• 1 �1 u CARBON MONOXIDE DETECTOR I , Drawing Title: DISCREPANCY OCCURS COORDINATE IN THE FIELD WITH THE 1ST FLOOR ELECTRICAL PLAN EFL EXHAUST FAN LIGHT ARCH]TECT. � I / ♦` '' N -------__----- I (= 6.CENTER ALL OUTLETS UNDER WINDOWS. w w UL LISTED BOXLESS DISCONNECTABLE � `'�---- ____ ` -_ / / Q -�- SINGLE POLE SWITCH w �} II N N = CONNECTOR;AS MNFGR'D BY WAGO OR EQUAL. 1:- -- G STORAGE FOR KAYAKS � Project No.: Project Manager: TS Drawing � _ -6-M THREE WAY SWITCH 7.COORDINATE LOCATION OF THERMOSTATS W/INTERIOR cn V) �__1 - / i ! . . J g g NO: -�-� FOUR WAY SWITCH ELEVATIONS. - - ' / 18014 Team: DK, CB E- 101 SECURITY SYSTEM NOTES: Z � -6-^ SINGLE POLE DOOR JAMB SWITCH 8.GENERAL CONTRACTOR TO SUPPLY AND INSTALL ALL DUCTS,FANS, � r - - - - C D DIMMER AND APPLIANCES. 1.SMOKE,CARBON MONOXIDE,AND HIGH-EMP DETECTORS ® I' - / D3 � -_ I S . Q WILL BE INSTALLED BY SECURITY SUB CONTRACTOR. � -- - - --1 � - D3 ISSUeCl On: 6/9/2020 for 9.WHERE OUTLETS ARE NOT SPECIFICALLY LOCATED ON THE F \ /\, /'•, \ DRAWING PROVIDE MINIMUM NUMBER TO SATISFY ALL GOVERNING I I F-'- d WiF WIFI REPEATER / \i % ,/ '\, , CODES. LOCATE AS DETERMINED IN THE FIELD WITH THE 2.PROVIDE HARDWIRED SYSTEMS,NOT WIRELESS;INSTALL I I PERMIT SET 4 % , \ / \ �\ /` ARCHITECT.WHERE OUTLETS ARE REQUIRED BY CODE AND SMOKE AND HEAT DETECTORS PER CODE. - � GARAGE DOOR \/ \„ Q . _ - - {\_ _4. 1� bd x i .x___ INSTALLED WITHOUT SPECIFIC DIRECTION,LOCATE AS DIRECTED _....... OWNERSHIP AND CONDITIONS OF USE: p., OPENER RADIANT FLOOR HEAT BY THE ARCHITECT AT No ADDITIONAL COST To THE CLIENT. 3.CONTRACTOR TO SUPPLY ALL FIRE PROTECTION BY CODE. -= - ':""": -- -""-- --'- ""'-"'- "- DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. DOCUMENTS ARE NOT TO BE USED,IN WHOLE OR IN PART,FOR OTHER _ PROJECTS OR PURPOSES OR BY ANY OTHER PARTIES THAN THOSE AUTHORIZED BY CONTRACT WITHOUT THE j , . SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT - Rl =WAC LIGHTING, L-LED UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT SL =WAC LIGHTING,WL-LEDIOO THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIES IF THE OWNER DISPUTES ANY Q1 SL2 =WAC LIGHTING WL-LED300 ' � - ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN . , {�-=Ji WRITING WITHIN TEN(10)DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. U =SLIM SURFACE,SIR 827K 10 THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS 1STFLOOR ELECTRICAL PLAN INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- - CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE F1 WORKED FROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE - x SCALE: 1/4" = 11-0'I PROCEEDING. F"I I THIS DRAWINGIS COPYRIGHT. NOTE: DO NOT SCALE DRAWINGS I 2 3 4 5 6 - - 7 . -- --- . 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V)) LT LOW TEMPERATURE DETECTOR ! 1 1 I ' ' i ; II 1 _ : ; I O # I I 376 Pequot Avenue,PO Box 61,Southport,CT 06890(203)255 4031,fax(203)254-1390 --- - - J L 1 O \ TABLE/FLOOR LAMP 2.CLOCK RECEPTACLE&PICTURE LIGHT HEIGHTS A.F.F.TO BE GAS DETECTOR l . I I PX --pX--------- I ' 1 44 Quogue Street,PO Box 1707,Quogue,NY 11959(631)653-1481,fax(631)653-6605 1 DETERMINED IN THE FIELD ALONG WITH CONTROL PLACEMENT. ® Y .I ` ! apdarchitects.com F7 ® REMOTE TRANSFORMER(LOCATION BY E.C.) Iii i �` -- _ _ _- '® 1 Y I I MD MOISTURE DETECTOR i ;i - __ __ _ _ 3.CONFIRM SWITCHING AND TIMER SETTING AT BATH ROOM EXHAUST I I FANS IN THE FIELD. # SWITCHLEG/CONTROL SYSTEM ZONE SD SMOKE DETECTOR 1 I i 1 i j l N 4. DIMMER LOCATIONS TO BE DETERMINED IN THE FIELD.ASSUME HARD WIRED Y Y j t I CAGNAZZI RESIDENCE 75%OF SWITCHES WILL HAVE DIMMERS. CD CARBON MONOXIDE DETECTOR ------------------ ___ _____________ 1 : ID o - EF EXHAUST FAN CEILING FAN WITH BATTERY II !1I ? i� T-- ! I I ! 12700 NEW SUFFOLK AVENUE,CUTCHOGUE,NEW YORK, 11935 I i!' f I I. (n ,' S.COORDINATE FIXTURE LOCATIONS WITH FRAMING HVAC PLANS CD COMBINED SMOKE AND BACK-UP ) 1 I � , I `\ i ! z ILFe IN LINE EXHAUST FAN ' CF♦) I ! 1 I I INTERIOR DRAWINGS AND REFLECTED CEILING PLANS;IFA CARBON MONOXIDE DETECTOR /j \ ' \ ' 1 1 i I ! Drawing Title: EFLe EXHAUST FAN LIGHT DISCREPANCY OCCURS COORDINATE IN THE FIELD WITH THE ! /�-� 1 ♦♦ .' ARCHITECT. I , ; PX I \ _�p�,_ i � ` li Z cd { i Ili "I01/Jf I N 6.CENTER ALL OUTLETS UNDER WINDOWS. w w �� UL LISTED BOXLESS DISCONNECTABLE ! i ! f"-" - - - I `------ : ; i J FLOOR ELECTRICAL PLAN SINGLE POLE SWITCH w I 1 I C �- a CONNECTOR;AS MNFGR'D BY VIAGO OR EQUAL I I ! Project No.: Project Manager: TS Drawing No: x v I 1 LU -m THREE WAY SWITCH 7.COORDINATE LOCATION OF THERMOSTATS W/INTERIOR V)to ! J 1'! ( I .I I 1! J g g -�-� FOUR WAY SWITCH ELEVATIONS." I !: I j j I! r 1' 1 ----- 1 �. 1 I !I . .. SECURITY SYSTEM NOTES: / ! ! I -may h i1 I 18014 Team: DK, CB Z -^ SINGLE POLE DOOR JAMB SWITCH 8.GENERAL CONTRACTOR TO SUPPLY AND INSTALL ALL DUCTS,FANS, , I 'u I I t I� - - - - -_-_--_--------_____-____+___________ ._______________._________ ___________ _ I. I! II I I -a II -i E-102 O AND APPLIANCES. D DIMMER 1.SMOKE,CARBON MONOXIDE,AND HIGH TEMP DETECTORS l f ( ! , 1 , l r 1 I I l : i I I! I I !\ ! ' I WILL BE INSTALLED BY SECURITY SUB CON7RACTOR. I !+ I A 11 I, ---......_v_._._._.. .---- _ _—.—�--.._. } I : I ! i !i lI 9.WHERE OUTLETS ARE NOT SPECIFICALLY LOCATED ON THE (1 I I. I j Issued on: 6/9/2020 for F �� l :,l 1 ! /\ /\ DRAWING,PROVIDE MINIMUM NUMBER TO SATISFY ALL GOVERNING I 1 1 1 1 1 1 E ' WiFi WIFI REPEATER \ i % % \/ 2.PROVIDE HARDWIRED SYSTEMS NOT WIRELESS'INSTALL 1 : _ __ _ _ _ !I !I I t I ;I I " , CODES. 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I I UE,NE RK, 11 MTH BATTERY --�------------- VENUE,CU 1 I _.._4.444 -�....._r....-- d: EFe EXHAUST FAN CEILING FAN __-__-_--..__....__--.-_-........_-----_..-__.----- I ! ,_.__._.____41.____.............._1""'-_..__.............---...__......___ O cn ��� CD COMBINED SMOKE AND BACK-UP I I ;I ...._.."_e_r.........-__.______._.._...__-.__---- ---- i __ _.___.-..__.._.-_..-._.4444.-._._._....___+......1-._. I 1-k z � 5.COORDINATE FDCTURE LOCATIONS WITH FRAMING,HVAC PLANS, i i ; ..{ I ( ? ( I Drawing Title: ILF IN LINE EXHAUST FAN CF :::: ? I I ! --` + I INTERIOR DRAWINGS AND REFLECTED CEILING PLANS;IFA CARBON MONOXIDE DETECTOR I ; ^---r - __"" I ---t-I-- [-+ ` DISCREPANCY OCCURS COORDINATE IN THE FIELD WITH THE ! ' i_._...._.._. _..._.___ �� I ! - _...__.. L..a._.::: EFL EXHAUST FAN LIGHT ARCHITECT. ,� I _-, ._I___..._-..----.._.__.._-- ':�-_=1.f I I I 17 ' ---- I ATTIC ELECTRICAL PLAN I ! ' I. - cn I__ I-.. _._...,.._. 1114_.. l O �...._-__ -_..._................_, I I I ' 1 I 1 ... 1444-:7_..._. I i w w UL LISTED BOXLESS DISCONNECTABLE 6.CENTER ALL OUTLETS UNDER WINDOWS. r .-__' _ i , : N 0 I .--_....-.z--_. 1 i ; 4 - --1 -_ - INGLE P LE ITCH w �> I -t-------- ! i I I ' 1 ! f..�e I I ! O S 0 a � CONNECTOR AS MNFGR D BY WAGO ORE UAL. ! ---- CD Q c ; 1 I I I } I [ ; I ! I I ; ( Project No.:. Project Manager: TS Drawing No: Q _ - q In THREE WAY SWITCH 7.COORDINATE LOCATION OF THERMOSTATS W/INTERIOR cn cn i I ! 1 1 i '� I j _I 1 ( I I I I ; j ! ( ! # + ( I [ [ i ! I ! II �_ -QV* FOUR WAY SWITCH ELEVATIONS. ! I ! 11 _ ! r! r _ _Vii, _ _1 J! I I 18014 Team: DK, CB _ `p F- SECURITY SYSTEM NOTES: ! ! _ ! _ L y ! 1 8.GENERAL CONTRACTOR TO SUPPLY AND INSTALL ALL DUCTS FANS, I ` ! I j . I j _ t .-(� i j I: I E 103 Z �`�^ SINGLE POLE DOORJAMB SWITCH I -1 1! I I II� I _ �i l ! ~i I �! ' [ I r [ ' AND APPLIANCES. 1.SMOKE,CARBON MONOXIDE,AND HIGH TEMP DETECTORS r! +, ! j I I I I I ! . O { r! 7 � �. i j _I_.❑... _..l I J I ssued on /2020 for D DIMMER + ._.� WILL BE INSTALLED BY SECURITY SUB CONTRACTOR. III I ! , I { F A 9.WHERE OUTLETS ARE NOT SPECIFICALLY LOCATED ON THE ! I ! --- _4.441. -.............-4441-............ .---._ -.._-- - I ! j ! 11 : I I -4444. /'\ / I / , DRAWING,PROVIDE MINIMUM NUMBER TO SATISFY ALL GOVERNING 1 f u \ ! 2.PROVIDE HARDWIRED SYSTEMS NOT WIRELESS INSTALL I ! `_ _ ___' 1114___ - `_....�__ --- ------- ----._....._.-I ` I I I PERMIT E WIFi WIFI REPEATER •./ Vi / .0 \/ CODES. LOCATE AS DETERMINED IN THE FIELD WITH THE I J 1 k ; -.- ___ 4414._. _.. _.___........_. �_ ,, SMOKE AND HEAT DETECTORS PER CODE. I ..___.__.........-......_....-..._......_..-.,.-.___......_......_._..._...__.,__-._._.....------___-_. -.___...__.--•-._.._.___-..._...-__._...___...__...____ ❑ -- _ _ _ [ , /\ /' ARCHITECT.WHERE OUTLETS ARE REQUIRED BY CODE AND ! I i i ! I I I [ z" - GARAGE L�OR ' / \ , j 1114-�-----444 1_ _._...-._.........__.__..........._._..........---..._-._.__._._..._..._...._,..._-_.._._._..._..._._,..__...-4414__ I ! OWNERSHIP AND CONDITIONS OF USE: _:,...._.... ; .......�,i.___......>;4444__. INSTALLED WITHOUT SPECIFIC DIRECTION,LOCATE AS DIRECTED ! I f ' ! 4 ___�._.._ _ Far' OPENER RADIANT FLOOR HEAT BY THE ARCHITECT AT NO ADDTRONAL COST TO THE CLIENT. 3.CONTRACTOR TO SUPPLY ALL FIRE PROTECTION BY CODE. ; 1414_-4411 _.._.._�1411 I I I DRAWINGS AND SPECIFICATIONS,AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN . . . -, ! - -.-.----._..._.---._.....____'__..I�.-------....-................._._._...__-.._._..._..-------------.4...1.4.4_. _ _ (►� ( i ----_..__._._. _-..- _.....__.___.;_._-_.__._____..._...-........_.....-...._..___..._.-._._...-.._".._.__.__._..,-_._.__.........._.............__ :- ........_ _- ..--- _ I I ROJECTS O PUORPOSE ORB ANY OTHER PARTI SRTHAN THOSE AUTHO Z D BY CONTRACT WITHOUT THE v LEGEND 1441-4441.._-1414_. _- ------_-1414 �_ _-..---.- --_-_.__.....,__�_.._....._..-.........-_...._...._- I I SPECIFIC WRITTEN AUTHORIZATION OF THE ARCHITECTS. THE USE OF THIS DOCUMENT IS CONTINGENT -�, I ---' --"--- ---- ---- -- ' I UPON PAYMENTTO THE ARCHITECT FOR SERVICES RENDERED. NON-PAYMENT SHALL GIVE THE ARCHITECT Rl =WAC LIGHTING,R3ARDL ' ' \ THE AUTHORITY TO BAR DOCUMENT USE BY ANY AND ALL PARTIS IF THE OWNER DISPUTES ANY - SL =WAC LIGHTING,WL-LED100 __! -- ..-.-.--_--__.-_ -_�-44_._...._.4_._,__1 ___..,...._...-.._. __.-.._._ _...._....-..___.......�._____..._.....___.._.....,-.....___..____._-.__...__ ARCHITECT'S STATEMENTS FOR SERVICES,IT IS REQUIRED THAT THE OWNER ADVISE THE ARCHITECT IN .........._._....__......____...__-.,-.•._..._.._. ,_,�__--__---- .._.---- ---------____.-_._. _.-.__ ._...__._-__.__ - WRITING WITHIN TEN(10 DAYS. REMAINING,UNDISPUTED PORTIONS ARE DUE AND PAYABLEUPON RECEIPT. SL2 =WAC LIGHTING WL-LED300 __._..._..___�____._. _.__...........__._.__._..._..---_._...,._. _ _ _ 4444. � > U = SLIM SURFACE,S7R 827K 10 THE OWNER SHALL INDEMNIFY THE ARCHITECT AGAINST ANY CLAIMS ALLEGING DAMAGES OR DELAYS n INCURRED IN THE EVENT THE ARCHITECT EXERCISES THE RIGHT TO BAR DOCUMENT USE FOR NON- ^ F1 ATTIC ELECTRICAL PLAN I PAYMENT. CONTRACTORS MUST CHECK ALL DIMENSIONS ON SITE. ONLY FIGURED DIMENSIONS ARE TO BE - 1 Hwy WORKD ROM. DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT BEFORE x SCALE■ 1/ 111 11.011 PROCEEDMG. THIS DRAWING IS COPYRIGHT. ___- NOTE: DO NOT SCALE DRAWINGS