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SUfat/( Town of Southold o�Pooh, 12/30/2019 yP.O.Box 1179 W 53095 Main Rd o' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40971 Date: 12/30/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1705 Plum Island Ln,Orient SCTM#: 473889 Sec/Block/Lot: 15.-5-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/8/2017 pursuant to which Building Permit No. 42186 dated 11/29/2017 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: ONE FAMILY DWELLING WITH COVERED PORCHES, DECKS, SECOND STORY DECK, OUTDOOR SHOWER,ATTACHED GARAGE AND UNFINISHED BASEMENT,AS APPLIED FOR The certificate is issued to McGann,Jason&Calabrese,Dina of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0033 11-01-2019 ELECTRICAL CERTIFICATE NO. 19-47991 07-16-2019 PLUMBERS CERTIFICATION DATED Brad Piecuch 2186 4"\A"�4 - 0100 Signature ���guFEn�k�oTOWN OF SOUTHOLD oy BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . . 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#: 42186 Date: 11/29/2017 Permission is hereby granted to: McGann, Jason 75 Transverse Rd Garden City, NY 11530 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 1705 Plum Island Ln, Orient SCTM # 473889 Sec/Block/Lot# 15.-5-4 Pursuant to application dated 11/8/2017 and approved by the Building Inspector. To expire on 5/31/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,813.20 CO -NEW DWELLING $50.00 Total: $2,863.20 Building Insp ctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1502 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of l%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing-7 land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date.1_6 6 New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property:—_A �f jtJ C*' Suffolk County Tax Map No 1000,Section l Black d Lot c Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate .Final Certificate:Vppfic one) Fee Submitted:$ nature 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 All Sons Electric Calabrese/McGann Residence 112 Albany Avenue 1705 Plum Island Rd. Freeport, NY 11520 Orient, NY 11957 Located at: 1705 Plum Island Rd , Orient, NY 11957 Application Number#: 19-47991 Certificate*: 19-47991 Electrical License#: 47544-ME Section: Block: Lot: Building Permit#: 42186 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: New House w/Service Equipment/Air Conditioning Equipment( 2 Units) 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 16th day of July 2019 Name QTY Incand. Fixture- 15 Amp, 120V 137 GFI Receptacle- 15 Amp, 120 V 17 Furnace Circuit/Motor(3)- 15 Amp, 120V 1 Power Panel- 150 Amp, 240V 2 AC Condenser-30 AMD, 240V 2 Dishwasher Circuit-20 Amp, 120V 1 UG Service Feeder- 300 Amp, 240V 1 Service Disconnect- 150 Amp, 240V 2 Electrical Inspector: Anthony Giordano "NX0111111111to/1' \,\�VdCAF- Nzz/' ...............vl APPROVED,�od L4 JUL 2 2 2019 This certificate is not valid unless raised seal is present. d rA I r) Certificate of Compliance ............................_. _. ..................................... .................................... ...................... ................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ............ .........I............................. . . . ._......-................. ............._.................... ................................. CERTIFIES THAT Upon the application of Upon premises owned by All Sons Electric Calabrese/McGann Residence 112 Albany Avenue 1705 Plum Island Rd. Freeport, NY 11520 Orient, NY 11957 Located at: 1705 Plum Island Rd , Orient, NY 11957 Application Number#: 19-47991 Certificate#: 19-47991 Electrical License#: 47544-ME Section: Block: Lot: Building Permit#: 42186 Name QTY AC Blower- 15 Amp, 240V 2 ARC-Fault- 15 Amp, 120V 9 ARC-Fault-20 Amp, 120V 16 Dimmer- 15 Amp 120V 12 Duplex Receptacle- 15 Amp, 120V 57 Exhaust Fan - 15 Amp, 120V 5 Exhaust Hood-20 Amp, 120V 1 Meter- 300 Amp, 240V 1 Motion Light Fixture- 15 Amp, 120V 2 Oven Circuit-40 Amp, 240V 1 Paddle Fan- 15 Amp, 120V 8 Electrical Inspector: Anthony Giordano 'APP 0 Dpi= This certificate is not valid unless raised seal is present. JUL 2 2 2019 RU14f1J'IllY!IgSI'1.8, . 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 All Sons Electric Calabrese/McGann Residence 112 Albany Avenue 1705 Plum Island Rd. Freeport, NY 11520 Orient, NY 11957 Located at: 1705 Plum Island Rd , Orient, NY 11957 Application Number#: 19-47991 Certificate#: 19-47991 Electrical License#: 47544-ME Section: Block: Lot: Building Permit#: 42186 Name QTY Power Panel -60 Amp, 240V 1 Switch - 15 Amp, 120V 55 Electrical Inspector: Anthony Giordano :APPROVED of This certificate is not valid unless raised seal is present. JUL 2 2 2019 PUIT,DDi TCY P'FrTe c so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 C-10- P.O.Box 1179 Southold,NY 11971-0959 Cz, BUELDING DEPARTMENT TOWN OF SOUTHOLD A UG 2019 1 CERTIFICATION Date: 8V Z,3 N Building Permit No. LIZ & Owner:- binA MC.4ann ( 1105: Num L)QmJ Lane) (Please print) Plumber: j3raj P j e( (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Numbers Signature) Sworn to before me this C) CONNE D.SUNCH day of' 2Q Notary Public,State of Now York No.01 BU6185050 Qualified in Suffolk County Commission Expires Aoril 14 2_01 0 Notary Public, County �o� opo laf so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [VI/FOUND ATION 1ST Alb [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC L (FINAL) REMARKS: A✓ a L DATE yl S INSPECTOR °F soulyOlo C � � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Ira 6"140VJ 'VOLA4 o )"N cv %vvvw r b DATE Z INSPECTOR r _J SOF so � o TOWN OF SOUTHOLD BUILDING DEPT. G Q courm,��'' 765.1802 i INSPECTION �[ ] FOUNDATION 1ST [ ] ROUGH PLBG. i [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION i ' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULK G REMARKS: fAmw 4 5�vjiw c>evll +6� , �;4 vbv,&&uef<v/ DATE INSPECTOR SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL JVb [; ] FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REM S: l OC o✓ oh � = _ 1 DATE INSPECTOR '" v �pF 50(/Th, TOWN OF SOUTHOLD BUILDING DEPT. ourm, 765-1802 INSPEC p ON [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] UNDATION 2ND [ ] INSULATION IV FRAMING /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: -f-�vrgtlm&- �k" h VWW4 Q5�111�� �,1��1Jvt oy� DATE INSPECTOR �v� 8 a0E So(/T TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLRG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: —(AA4wtA ci v o —CJ rot -Lev WL&A o� tee, on fl v 4 TsAr�> y I( �. a� ��� � 'fir✓ DATE INSPECTOR Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 1705 Plum Island Lane,Orient Test Date 8/27/2019 Building Permit#: 42186 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions ' } NATE ID# i iti L� e 187 East Main Street ICC ID# Huntington,NY-11743 NOV 2 0 2019 ` - ` BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if- Floor fFloor Area Height Volume ❑ Conditioned Basement Basement ❑ Conditioned Crawl Space 1st 2156 21560 Q Sealed Attic 2nd 1545 16600 *The conditioned floor area of dwelling is calculated in 3`d 0 accordance with ANSI Z765,except that conditioned floor Attic 5085 area includes areas where the ceiling height is less than 5 Total Volume 43245 CFM @50 pa 1574 Air changes/hr@5 p 2.18 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Basement -------------------------- Floor Area 2156 Leakage CFM @ 25pa 85 CFM/100 ftz CFA 3.94 Code Compliance: Pass System-2: 2nd Floor Duct Location Conditioned Space Floor Area 1545 Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: Exempt System-3: Duct Location •------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: Date: 8/27/2019 Christopher Silvia,Home Energy Solutions 4 Z. TM ACCREMIL ORMINMATION 17 GUARDIAN '6pray Foam Specialists ICYNENE' Radiant Drywall and Insulation Corp. www.RadiantlnsulSystems.com • P 0 Box 899 AS Middle Island, NY 11953 Phone:631-924-0500 Fax:631-924-4584 EnviroDrij Commercial Lic:Suffolk:36254-H Residential Lic: Nassau H1901650000 November 14,, 2019 Old World Quality NOV 2 0 2019 Jobsite: 1705 Plum Island Drive Orient NY 11957 On 11/21/18,, Radiant Insulation Systems applied No-Bum Plus THB White over Icynene closed cell foam. Applied to 2,536 square feet of attic area at a rate of 1 gallon per 115 square feet using .527 tip and an airless paint sprayed to a 14wet mils Installed by a certified No-Bum Applicator T b n er,yCostpqH61 CAROLYN POLLING RadNOTARY PUBLIC,STATE OF NEW YORK iantinsulotiop SysteMs .* Registration No.01P06396019 Gerltfied'Applibat6rNuniber Qualified in Suffolk County A092,192017NB4174 My Commission Expires: Vajid.Throf 1W- 1/201,)D Certified No-Burn ApORCIat0r, ,K0 ,P'12,11 ujtelfl,'1%!idsworlh, Ohlo-44281 IM610�.101%1 1�8577 * - CO()KIV4 Tony Costagliola &CAL.)ryell W6_5 IM-) 4 AJ-P A-,ktz ly UES 3-05 0 Originally Issued: 03/21/2014 Revised: 06/25/2019 Valid Through: 03/31/2020 No-Burn®,Inc. 3. Alternative ignition barrier assemblies in accordance 1392 High Street with Section 3.4 of this report. Wadsworth,Ohio 44281 4. Fire resistance performance in accordance with (800)989-8577 Section 3.5 and 3.6 of this report. 31=,mhum.—Com 3.0 PRODUCT DESCRIPTION NO-BURN@ PLUS,PLUS THB,PLUS XD,PLUS MIH, ORIGINAL, ORIGINAL MIH, WOOD 3.1 Product information GARD AND WOOD GARD MIH. 3.1.1 No-Burn®Original,No-Burn®Original Mill,No-BurnO CSI Division: Wood Gard and No-Burn® Wood Gard Mih are transparent, 09 00 00 FINISHES water-based liquids,packaged in 5-gallon(18.9 L) pails and CSI Section: 55-gallon(208 L)drums.The coatings have a shelf life of two 09 96 46 Intumescent Paints years when stored in unopened containers between 40°F and 09 96 43 Fire-Retardant Coatings 90°F (4.4°C and 32.21C). No-BurnO Original, No-Burn® Original Mill, No-Burn® Wood Gard and No-Burn" Wood 1.0 SCOPE OF EVALUATION Gard Mih shall be mixed with a power mixing wand or equivalent at or between 500-900 RPM for a mixing time of 1.1 Compliance to the following codes& regulations: 5 minutes percontainer. * 2018, 2015, 2012, 2009 and 2006 International 3.1.2 No-Burn0l?lus, No-Burn® Plus ThB, No-Burn Plus Building Co'de@(IBC) XD, and No-Burn®Plus Mih are white, water-based latex 0 2018,2015,2012,2009 and 2006 International liquids, which exhibit intumescent properties when exposed Residential Code®(IRC) to elevated temperatures and flame, packaged in 5-gallon a 2018, 2015, 2012, 2009 and 2006 International (18.9 L) pails and 55-gallon (208 L)drums. No-Burno Plus, Existing Building Code®(1EBC) No-BurnO Plus XD, and No-BurnO Plus Mih have F.shelf life of two years when stored in unopened containers between 1.2 Evaluated in accordance with: 40°F and 90°F(4.4°C and 32.2'C).No-Burn8PIus ThB h-as a shelf life of 18 months when stored in unopened containers • IAPMO UES EC017,Evaluation Criteria for Field- between 40°F and 90°F(4.4°C and 32.2'C).No-Burn'Plus, Applied Fire Protective Coatings No-Burn®Plus T1113,No-Burn®Plus XD,and No-Burn®Plus • ICC-ES AC377, Acceptance Criteria for Spray- Mih shall be mixed with a power mixing wand or equivalent Applied Foam Plastic Insulation at or between 500-1500 RPM for a mixing time of 5 minutes • ICC-ES AC456 Acceptance Criteria for Fire- percontainer. Protective Coatings Applied to Spray-Applied Foam 3.2 Surface Burning Characteristics: As shown in Table I Plastic Insulation Installed Without a Code- of this report,No-Burn Plus,No-BurnPlus ThB, -Bu PlusThermal Barrier Plus Mih, No-Burn®Original, No-Burn®Original Mill, No- 1.3 Properties assessed: BurnO Wood Gard and No-Burn®Wood Gard Mill provide Class A interior finish when applied to the specified • Surface burning characteristics substrates.When tested in accordance with ASTM E84 or UL • Interior finishes 723, the listed coatings provide flame spread indices • Alternative thermal barrier assemblies complying with ranges set forth for interior finishes in IBC® • Alternative ignition barrier assemblies Section 803.1 of the 2018,2015,2012,2009,and 2006 IBCO, • Fire resistance Section R302.9 of the 2018,2015,2012 and 2009 IRCO,and Section R315.1 of the 2006 IRC&. 2.0 PRODUCT USE 3.3 Alternative Thermal Barrier Assemblies: No-Burn® No-Burn®coatings comply with the IBC®,IRCI and IEBC' Plus ThB when applied to spray-applied polyurethane foam for use in new and existing buildings. Applied to the insulation listed in Table 2 of this report may be installed substrates listed in Tables I through 5 of this report, No- Burne coatings provide the following attributes: without a prescriptive 15-minute thermal barrier in accordance with Section 2603.9 of the 2018 and 2015 IBC®, 1. Surface burning characteristics and interior finish in Section 2603.10 of the 2012 IBC1,Section 2603.4 of the 2009 accordance with Section 3.2 of this report. and 2006 IBC®, Section R316.6 of the 2018,2015 and 2012 2. Alternative thermal barrier assemblies in accordance IRCO, Section R316.4 of the 2009 IRC®and Section R314.4 with Section 3.3 of this report. of the 2006 IRCI. ES The product described in this Uniform Evaluation Service(UES)Report has been evaluated as an alternative material,design or method of construction in order to satisfy and comply wiff the intent of the provision of the code,as noted in this report,and for at least equivalence to that prescribed in the code in qually,strength,effectiveness,fire resistance,durability and solely as applicable,in accordance tvith IBC section 104 11.This document shag only be reproduced in its entirely. Copyright @ 2019 by International Association of Plumbing and Mechanical Officials All rights reserved Pnnted in the United States Ph 1-877-41ESRPT-Fax 909.472.4 171 web.www.uniform-es.org-4755 East Philadelphia Street,Ontario,California 91761.2816—USA Ko .0,11c 11085 Page 1 of 8 C.WAum�t1.Y . ,t^ - ;..a^+,r ^'�' `,'.'�„y.,^ _*,..'.^^'^?°^... --..�-K1r._.x-_lN�..R _ E, tf Q -.. 0 Originally Issued: 03/21/2014 Revised: 06126/2019 Valid Through: 03/31/2020 As shown in Table 2 of this report,No-Burn'Plus provides an when air impermeable insulation is permitted in altemativethermal barrier assembly forwalls and ceilings when unvented attics in accordance with Section R806.5 of applied to Structural Insulated Panels(SIPS)with a maximum the 2018,2015 and 2012 IRC', Section R806.4 of the combined thickness of 12'/8 inches(314 mm),consisting of a 2009 and 2006 IRC®, Under-floor (crawl space) composite of nominal 11 %Z inches(292 mm)thick expanded ventilation is provided, when required, by Section polystyrene foam plastic core, (1.0 pef[16 kg/m3], density) 1202.4 of the 2018 IBCA' and 1203.4 of the 2015 sandwiched between two '/16-inch-thick(I 1 mm) oriented IBC®, Section 1203.3 of the 2012, 2009 and 2006 strand board(OSB)sheets in accordance with Section 2603.9 IBC®or Section R408.1 of the 2018, 2015, 2012, of the 2018 and 2015 IBC®, Section 2603.10 of the 2012 2009 and 2006 IRC®,as applicable. IBC®,Section 2603.4 of the 2009 and 20061BC®and Section • The foam plastic insulation is limited to the R316.6 of the 2018,2015 and 2012 IRC®, Section R316.4 of maximum thickness and density tested, shown in the 2039 IRC®and R314.4 of the 2006 IRC '. Table 3 of this report. • Combustion air is provided in accordance with 3.4 Alternative Ignition Barrier Assemblies:No-Burn,Plus, Section 701 of the 2018,2015,2012 and 2009IMCI, No-BurnOPlus XD and No-Burn®Plus ThB when applied to or Section 701 and 703 of the 2006IMC®, the spray applied polyurethane foam insulations listed in Table 3 of this report may be installed in an attic or crawl space 3.5 Fire Resistance (Table 4): As shown in Table 4 of this without a prescriptive ignition barrier in accordance with report, No-Burn®Plus provides fire resistance to engineered Sections 2603.4.1.6 of the 2018,2015,2012,2009 and 2006 wood framing members or components when applied to both IBCO and Sections R316.5.3 and 11316.5.4 of the 2018,2015, sides of the web and top and bottom flanges and the interior 2012,and 2009 IRC®and Section 11314.5.3 and R314.5.4 of facing side of the subfloor,once the components are installed, the 2006 iRC4°. as an alternative to the 2-by-10 dimension lumber prescribed As shown in Table 3 of this report,No-ButnO Plus XD and in Section R302.13,Exception 4 of the 2018 and 2015 IRC® ZIP SystemOR-Sheathing may be installed in an attic or crawl and Section R501.3, Exception 4 of the 2012 IRCO. At a space without a prescriptive ignition barrier.ZIP System®R- m1mmum,the assembly shall be constructed with the framing Sheathing (Insulating Sheathing), consists of 7/ members or components in accordance with Table 4 of this (11 min) ZIP System® Wall Sheathing with a layer of report affixed to the rim board with 16d common or IOd box maximum 1 inch thick(25.4 mm)rigid polyisocyanurate foam nails or fasteners in accordance with Table R602.3(1)of the plastic board laminated to its interior face using PVA 2018 and 2015 IRCO or 8d nails or fasteners in accordance adhesive.The ZIP System®Wall Sheathing is OSB complying with the 2012, 2009 and 2006 IRCI, 23/32 tongue and with U.S.DOC PS 2 for wood st►uctural panels as Exposure I groove oriented strand board subfloor affixed with 8d with a24/0,24/16,or Wall 24 span rating and is overlaid on the common nails or fasteners in accordance with Table R602.3 exterior side with a Grade D water-resistive barrier.The foam M. plastic insulation boards have anominal density of 2.0 pcf(32 3.6 Fire Resistance (Table 5): As shown in Table 5 of this kg/ma),compressive strengths of 22 psi(152 kPa)and 20 psi report,No-Bttrn®Plus provides fire resistance to engineered per 1:Pa), respectively, vapor pe75 or a of less than 1.1 wood framing members or components when applied to both perm, flame-spread indices of 75 or less and snake- sides of the web and top and bottom flanges, once the developed indices of 450 or less. The ZIP System R- components are installed, as an alternative to the 2-by-10 Sheathing panels are nominally 4 feet 8, 33 , or wide in 8, dimension lumber prescribed in Section R302.13,Exception 9, 10, i l or 12 feet(2438, 2743, 3048, 3353, or 3658 tnm) 4 of the 2018 and 2015 1RC®and Section 11501.3,Exception long and have square-finished-edge ormachined-edge profile. 4 of the 2012 IRCI. No-Burn®Plus,No-Burn'Plus XD and No-Burn® Plus ThB 4,0 DESIGN AND INSTALLATION may be installed in an attic or crawl space without a prescriptive ignition barrier when all of the following 4.1 General:The coatings shall be field-applied to substrates conditions are met: in accordance with this report and the No-Burn', Inc. • Entry to the attic or crawl space is only to repair, published instructions. When coatings are applied in maintain, and service utilities and no storage are accordance with Section 3.5 or Section 3.6 for Fire permitted. Resistance,the applicator shall be qualified by No-Burn @,Inc. • There are no interconnected attic or crawl space Copies of this report and the No-BurnO,Inc.instructions shall be available at the jobsite. Where conflicts occur, the more areas. restrictive shall govern. Before and during coating • Air in the attic or crawl space is not circulated to application, substrate surfaces shall be dry, clean and free other parts of the building. from loose debris, dirt, grease, oil and all prior coating • Attic ventilation is provided when required by materials such as paint,stains and sealers.The substrate shall Section 1202.2 of the 2018 IBCO and 1203.2 of the not have, nor have been exposed to, treatments, chemicals, 2015,2012,2009 and 2006 IBCO or Section R806 of the 2018,2015, 2012, 2009 and 20061RC®,except co�►tings,etc. Page 2 of 8 VY Originally Issued: 03121/2014 Revised: 06/25/2019 Valid Through: 03/31/2020 Visual observation of the applied coatings varies. Opaque shall be applied prior to installation of mechanical,electrical coatings will result in a distinctive white color. Transparent and plumbing components. coatings may result in a distinctive color dye on the substrate. For verification of the wet applied thickness, a standard 5.4 When coatings are applied in accordance with Section painter's thickness gauge shall be used dining the application. 3.5 or Section 3.6 of this report for Fire Resistance,the No- The finished dry mil thickness will be 0.40-0.70 times the wet Burne qualified applicator shall affix a No-Burn,Inc.issued mil thickness. When verification of transparent coatings is label,shown in Fieure 1 of this report,to the substrate where required by the code official, field testing shall be conducted the coating has been applied;at a minimum,one No-Burne, as follows: flame from a propane- fueled torch shall be Inc. issued label shall be affixed every 10,000 feet2(929.03 applied to the coated area and to a sample of uncoated m2)of floor area. substrate for a minimum of 10 seconds.The presence of the coating shall be observable through the comparison of the 5.5 When coatings are applied in accordance with Section 3.5 reactions of the coated and uncoated substrates to the flame. or Section 3.6 of this report for Fire Resistance,an installation certificate as shown in Figure 2 of this report shall be The coatings shall be applied only to the specific substrates completed by the applicator and submitted to the code official listed in Tables I through 5 of this report.Immediately before and No-Burne,Inc. placing the coatings, the applicator shall verify the moisture content of the substrates, as applicable, in accordance with 5.6 No-Burns coatings shall be applied to areas within the Table 1,Table 2(SIPs only),Table 4-or Table 5 of this report. weatherproofing membrane or surfaces not exposed to Substrates shall be in their final position in the building, weather, where the substrate's in-service dry-use moisture directly exposed to the interior,protected from the weather,in content conditions are expected to be at or less than the conditioned and unconditioned locations.Surface and ambient recommended levels in accordance with Table 1, Table 2 temperatures before and during application shall be 40°F (SIPs only), Table 4 or Table 5 of this report. (4.4°C) minimum. Surface temperatures shall not exceed 100°F (37.7°C) during application. Cure time is 24 hours 5.7 Other inspections may be required when determinedto be minimum. necessary by the code official in accordance with Section R109.1.5 of the 2018, 2015, 2012, 2009 and 2006 IRC®. The coatings shall be applied at an application rate set forth in Special inspection shall be required when determined to be Table 1,Table 2,Table 3.Table 4 or Table 5 of this report by necessary by the code official in accordance with Section spraying, roller or brush. When coatings are applied in 1705.1.1 of the 2018,2015 and 2012 IBC®or Section 1704.15 accordance with Section 3.5 and Table 4 or Section 3.6 and of the 2009 IBC®or 1704.13 of the 2006 IBC®. A statement Table 5,the frequency of thickness measurements with a wet of special inspection in accordance with Section 1704.2.3 of film thickness gauge during the application of each coat shall the 2018,2015 and 2012 IBC®or 1705 of the 2009 or 2006 be at a minimum, measured once every 100 ftz(9.29 ml) of IBC®shall be submitted. surface area. 4.2 Design: No-Burn®Plus, No-Burn®Plus ThB,No-Burn' 5.8 The coatings are manufactured in Sandusky,Ohic,under a quality control program with inspections by Intertek Testing Plus XD,No-Burn®Plus Mih,No-Burn®Original,No-Burn® Services NA Ltd.(AA-647). Original Mih, No-Burn® Wood Gard and No-Burn Wood Gard Mih shall be applied in one coat and may be overcoated 6.0 SUBSTANTIATING DATA with latex paint per manufacturer's-instructions. Data in accordance with the IAPMO UES Evaluation Criteria 5.0 LIMITATIONS for Field-Applied Fire Protective Coatings(EC017) adopted ® The No-Burn coatings described in this report comply with, February 2014(editorially revised March2015). or are suitable alternatives to what is specified in,those codes Data in accordance with ICC-ES AC377 Acceptance Criteria listed in Section 1.0 of this report, subject to the following for Spray-Applied Foam Plastic Insulation,dated April 2016, conditions: including test reports in accordance with Appendix X of 5.1 The coatings shall be applied in accordance with this AC377. report, the manufacturer's instructions and the applicable Data in accordance with ICC-ES AC456 Acceptance Criteria code. In the event of a conflict between the manufacturer's for Fire-Protective Coatings Applied to Spray-Applied Foam instructions and this report,the more restrictive shall prevail. Plastic Insulation Installed Without a Code-Prescribed 5.2 Application is limited to the substrates listed in Tables 1 Thermal Barrier,dated October 2015. through 5 of this report. Reports of fire tests conducted in accordance with ASTM 5.3 When coatings are applied in accordance with Section 3.5 E84, ASTM EI 19, NFPA 286 (AC377, Appendix X), UL or Section 3.6 of this report for Fire Resistance,the coatings 723,and UL 1715. Page 3 of 8 '7)7-- U 05, - 0 Originally Issued: 03/2112014 Revised: 06/25/2019 Valid Through: 0313112020 7.0 IDENTIFICATION Containers of the coatings are identified by a label affixed on product packaging.The label shall include theNo Burile,Inc., name and address, product name, batch number, expiration date,application instructions,name or logo of the inspection agency(Intertek Testing Services NA Ltd.)and the IAPMO Uniform ES Mark of Conformity;and the Evaluation Report Number(ER-305)to identify the products recognized in this NO-BURND INSTALLATION LABEL report. A die-stamp label may also substitute for the label. Either Mark of Conformity may be used as shown below: 1AUES Product Name: pMO U ES @ or Certified Applicator Number: IAPMO UES ER-305 X00000000NI30000 8.0 STATEMENT OF RECOGNITION IAPMO UES ER 305 This evaluation report describes the results of research carried out by IAPMO Uniform Evaluation Service on No-Burn® Ag Plus,No-Burn'OPlus ThB,No-BurnO Plus XD,No-Burn®Plus NG-BURN.. Mih,No-Burn®Original,No-Burn'Original Mill,No-Burn® 17T Wood Gard and No-Burn® Wood Gard Mill to assess www.noburn.com conformance to the codes shown in section 1.0 of this report and serves as documentation of the product certification. Figure I Products are manufactured at locations noted under Report Holder, this report is under a quality control program with periodic inspection under the supervision of IAPMO UES. Brian Gerber,P.E.,S.E. Vice President,Technical Operations Uniform Evaluation Service z /1,,Z�IAWI Richard Beek,PE,CBO,MCP Vice President,Uniform Evaluation Service C�)., a"7 GP Russ Chancy CEO,The IAPMO Group ror additional information about this evaluation report please visit www.uniform-es.org or email us at infogitniforin-morg Page 4 of 8 .°a i., °k+;°`;.F;�,o- ,�R�" 'E`,4"oF'F""gC"er`t^^",�` •;i�r71 :g�'�..,r' :..r, ".Ye„y�'.�.x�".;; +1e�4 =�Yi .`Ii.;����'°'�...,',,-.r.". °^YJ?'r.'?�':� i l x�, : • �-,r. �,.,. �.;.x'31:;� >. 'r; , 'xt::. Originally Issued: 03/21/2014 Revised: 06/25/2019 Valid Through: 03/31/2020 TABLE 1 -CLASS A INTERIOR FINISH MAX NO-BURN@ PRODUCT NAME SUBSTRATE MOISTURE :ONTENT Plus, Plus ThB Plus Mih Original Original Mih Wood Gard Wood Gard Mih 6milswet(4m!Isdry) 6milswet(4milsdry) 5mrlswet(2milsdry) 5milswet(3milsdry) 5milswet(3milsdry) Douglas Fir 19% 275sq.ft.pergallon NR 275sq.ft.pergallon 300sq ft.per gallon NR 300sq.ft per gallon 300sq.ftpergallon Red Oak 19% 6milswet(4milsdry) NR NR NR NR NR NR 275 sq.ft.pergallon Oriented Strand 16% 8mllswet(5m!Isdry) 8mllswet(5milsdry) NR 5milswet(2m!Isdry) NR NR Smilswet(3milsdry) Board 200 sq.ft.pergellon 1 200sq.fLpergallon 300 sq.ft.per gallon 300sq,ft.pergellon Southern Yellow 19% NR NR NR NR 5milswet(2milsdry) NR NR Pine 300 sq ft.pergallon 'NR=Not Recognizad 2Coating may be overcoated with up to seven coats of latex paint with a pH of 7 to 8 TABLE 2-ALTERNATIVE THERMAL BARRIER ASSEMBLIES MAXIMUM MAXIMUM APPLICATION OF NO•BURN@COATING SUBSTRATE NO•BURN@ THICKNESS(in) THICKNESS{in} PRODUCT Walls Ceilings, MINIMUM INSTALLED THEORETICAL Evaluation NAME 8 Vertical Underside of Roof THICKNESS mils APPLICATION RATE Report' Surfaces Sheathing/Rafters (gallons per 100 &Floors Wet Film Dry Film square feel BASF Enertite G Open Cell Spray Foam Plus ThB2 8 14 14 9 0.87 CCRR-1032 BASF Enertile NM Open Cell Spray Foam Plus ThB2 8 14 14 9 0.87 CCRR-1032 BASF Enertile IB-418 Open Cell Spray Foam Plus ThB2 8 14 14 9 0.87 CCRR-1032 BASF Spraylite SP Closed Cell Spray Foam Plus ThB2 6 8 14 9 0.87 CCRR-1031 BASF Spraytte 158 Closed Cell Spray Foam Plus ThB2 6 8 14 9 0.87 CCRR-1031 BASF Spraytte 81205 Closed Cell Spray Foam Plus ThB2 6 B 14 9 0,87 CCRR-1031 BASF Spraytte 178 Closed Cell Spray Foam Plus ThB2 6 8 17 11 1.06 CCRR-1031 BASF Spraytite 81206 Closed Cell Spray Foam Plus ThB2 6 8 17 11 1.06 CCRR-1031 BASF Wallbte HP+Closed Cell Spray Foam Plus ThB2 6 B 17 11 1.06 CCRR-1031 BASF Wallhte US-N Closed Cell Spray Foam Plus ThB2 6 B 17 11 1.06 CCRR-1031 BASF Wallhte US Closed Cell Spray Foam Plus ThB2 6 6 17 11 106 CCRR-1031 BASF Wallilte 200 Closed Cell Spray Foam Plus ThB2 6 8 17 11 1.06 ESR-2642 Gaco Western EZSpray F4500 Open Cell Spray Foam Plus ThB2 12 16 14 9 0.87 CCRR-1107 Gaco Western 1831V Closed Cell Spray Foam Plus ThB2 6.5 9 14 9 0.87 CCRR-1002 Gaco Western OnePass F1850 Closed Cell Spray Foam Plus ThB2 6.5 9.5 14 9 0.67 CCRR-1043 Gaco Western OnePass Low GWP F1880 Closed Cell Spray Foam Plus ThB2 9 12,5 14 9 087 CCRR-1106 Icynene Classic Open Cell Spray Foam Plus ThB2 6 14 16 11 1.0 ESR-1826 Icynene Classic Ultra Open Cell Spray Foam Plus Th82 6 14 16 11 1.0 ESR-1926 Icynene Classic Ultra Select Open Cell Spray Foam Plus ThB2 6 14 16 11 10 ESR-1826 Icynene Classic Plus Open Cell Spray Foam Plus ThB2 6 14 16 11 1.0 ESR-1826 Icynene Prime Gold Open Cell Spray Foam Plus ThB2 6 14 16 111 1.0 ESR4323 Icynene No Mix Open Cell Spray Foam Plus ThB2 8% 14 14 9 0.67 CCRR-1123 Icynene ProSeal Clcsed Cell Foam Plus ThB2 4 8 14 9 087 ESR-3500 Icynene ProSeal LE Closed Cell Foam Plus ThB2 4 8 14 9 0.87 ESR-3500 Icynene ProSeal Eco Closed Cell Foam Plus ThB2 4 8 14 9 0.87 ESR-3493 Icynene ProSeal HFO Closed Cell Foam Plus ThB2 4 8 14 9 O.B7 CCRR-1108 Icynene ProSeal HFO CW Closed Cell Foam Plus ThB2 4 8 14 1 9 0.87 CCRR-1108 Icynene MD-C-200 Closed Cell Foam Plus ThB2 4 8 14 9 0.87 ESR-3199 Johns Manville JM Corbond Open Cell Spray Foam Plus ThB2 8 14 14 9 0.87 CCRR-10:9 Johns Manville JM Corbond OCX Open Cell Spray Foam Plus ThB2 8 14 14 9 0.67 ER-372 Johns Manville JM Corbond III Closed Cell Spray Foam Plus ThB2 6 8 14 9 0.67 ER-146 Page 5 of 8 a A IV, UE lib,, mp Originally Issued: 03/21/2014 Revised: 06/25/2019 Valid Through: 03131/2020 TABLE 2 CONTINUED—ALTERNATIVE THERMAL BARRIER ASSEMBLIES MAXIMUM MAXIMUM APPLICATION OF NO-BURN"COATING THICKNESS(in) SUBSTRATE NO-BURNO THICKNESS(In) Ceilings, Evaluation PRODUCT wails MINIMUM INSTALLED THEORETICAL Underside of Roof THICKNESS(mils) APPLICATION RATE Report NAME &Vertical Sheathing/Rafters (gallons per 100 Surfaces &Floors Wet Film Dry Film square feet) Johns Manville JIM Corbond MCS Closed Cell Spray Foam Plus ThB1 6 8 14 9 0,87 ESR-3159 Lapolla Foam-Lok Fl.450 Open Cell Spray Foam Plus ThB1 6 14 16 11 1.0 ESP.-4242 Lapolla Foam-Lok Fl.600 Open Cell Spray Foam Plus ThB2 8% 14 14 9 0.87 CCRR-1091 Lapolla Foam-Lok Fl.750 Open Cell Spray Foam Plus ThB1 6 14 16 11 1.0 ESR-4322 Lapolla Foam-Lok Fl.20004G Closed Cell Spray Foam Plus ThB1 6 9 14 9 0.87 CCRR-1 025 Lapolla Foam-Lok Fl.2000 Closed Cell Spray Foam Plus ThB1 6 9 14 9 087 ESP.-2629 SWD Quik-Shield 108 Open Cell Spray Foam Plus ThB1 8 14 14 9 0.87 CCRR-1051 SWD Quik-Shield 112XC Closed Cell Spray Foam PlusThB2 5 8 14 9 0.87 CCRR-10111 SWD Quik-Shield 118 Closed Cell Spray Foam Plus ThB1 5 a 14 9 0.87 CCRR-1093 Structural Insulated Panel(Slp$)3 plUS2 NIA NIA 12 7 0.75 NIA For SI:I mil=0 0254 mm,1 inch=25.4 mm,1 gal=3.79 L 'Use of No-Bum®Plus ThB for use with any insulation product listed herein is conditional upon that insulation product's compliance to AC377 in an evaluation report by an approved evaluation entity.Users shall independently verify the current validity of any evaluation report referenced herein ER-Evaluation Reports from IAPMO Uniform Evaluation Service,CCRR-Code Comoliance Research Reports from Intertek,and ESR-Evaluabon Service Reports from ICC-ES 2 No-Bum*Plus ThB or Plus may be overcoaled with latex paint with a pH of 7 to 8 3The maximum moisture content is limited to 16% TABLE 3—ALTERNATIVE IGNITION BARRIER ASSEMBLIES MAXIMUM MAXIMUM- APPLICATION OF NO-BURN`COATING THICKNESS THICKNESS NOBURN'@ PRODUCT (in)Walls, (in)Ceilings, MINIMUM INSTALLED THEORETICAL NAME' Vertical Underside of Roof THICKNESS(mils) APPI.CATION SUBSTRATE Surfaces& Sheathing/Rafters& Wet Film Dry Film RATE(gallons per Attic Floors Floors 100 square feet) Accella Bayseall OC Open Cell Spray Foam Plus XD or Plus ThB 11 114 16 6 4 0.37 BASF ENERTITEI G Open Cell Spray Foam Plus XD or Plus ThS 11 V4 16 6 4 1 0.37 BASF ENERTITEO NM Open Cell Spray Foam Plus XD or Plus ThB li 1/4 16 6 4 0.37 BASF SPRAYTITE11 156 and 81205 Closed Cell Spray Foam Plus XD or Plus ThB a 8 6 4 0.37 BASF SPRAYTITE1 SP Closed Cell Spray Foam Plus XD or Plus ThB 8 8 6 4 0.37 BASF ENERTITE1 US Open Cell Spray Foam Plus,Plus XD or Plus ThS 11 114 11 1/4 12 7 0.75 BASF SPRAYTITEG 178 and 81206 Closed Cell Spray Foam Plus,Plus XD or Plus ThB 91/, 11 1/1 12 7 175 BASF WALLTITE®US Closed Cell Spray Foam Plus,Plus XD or Plus ThB 91/, 12 7 0.75 BASF WALLTITE&US-N Closed Cell Spray Foam Plus,Plus XD or Plus ThI3 9'14 11 114 12 7 0.75 BASF WALLTITE11 HP+Closed Cell Spray Foam Plus,Plus XD or Plus ThB 9114 11 114 12 7 0.76 BASF COMFORT FOAMv 178 Closed Cell Spray Foam Plus,Plus XD or Plus ThB 911, 11 12 7 175 Convenience Touch'n Seals 2.0 PCF Closed Cell Spray Foam Plus XD or Plus ThB 2 2 8 5 0.5 Demilec SEALECTIONO 500 Open Cell Spray Foam Plus XD or Plus ThB 9114 11 6 4 0.37 Demilec SEALECTION AgnbalanceO Open Cell Spray Foam Plus XD or Plus ThB 9'/2 11 V, 10 6 M63 Gaco Western EZ Spray F4500 Open Cell Spray Foam Plus ThB 12 16 6 4 0.37 Huber ZIP System*R-Sheathing Panel(R-3&R-6) Plus XD or Plus ThB NIA NIA 10 6 C63 ICP Handi-Foaml E-84 Class 1(A)Closed Cell Spray Foam Plus XD or Plus ThB 2 2 10 6 C63 Icynene Classic Open Cell Spray Foam Plus XD or Plus ThB 5 1/2 14 6 4 C.37 Page 6 of 8 1 *: „ - a _ - .i, ,. „1, .��;+r. kv"y ='a`c:;"'r:�°,.t�rt;*. 14__€ ._,°-,•y'�:,y_,_ :jy,-»;spry ' D Originally Issued: 03/2112014 Revised: 06/25/2019 Valid Through: 03/31/2020 TABLE 3 CONTINUED—ALTERNATIVE IGNITION BARRIER ASSEMBLIES Icynene Classic Ultra Open Cell Spray Foam Plus XD or Plus ThB 5'12 14 6 4 037 Icynene Classic Ultra Select Open Cell Spray Foam Plus XD or Plus ThB 5'12 14 6 4 0.37 Icynene Classic Plus Open Cell Spray Foam Plus XD or Plus ThB 8 14 6 4 0.37 Icynene Prime Gold Open Cell Spray Foam Plus XD or Pius ThS 51/2 14 6 4 0.37 Icynene ProSeal Eco Closed Cell Spray Foam Plus XD or Plus ThB 71/. 9 Y. 5 3 0,31 Icynene MD-C-2C0 Closed Cell Spray Foam Plus,Plus XD or-Plus ThB 11'/4 11'14 16 10 1.0 Lapoila FL 450 Wen Cell Spray Foam Plus XD or Pius ThB 51/2 14 6 4 0.37 Lapoila FL 750 03en Cell Spray Foam Plus XD or Plus ThB 8 14 6 4 0.37 SWD Quik-Shield 106 Open Cell Spray Foam Plus ThB 8 14 6 4 0.37 Tiger Foam®E-8t Fire Rated SPF Class 1 Spray Foam Plus XD or Plus ThB 2 2 10 6 0.63 For SI:1 mil=0.0254 mm,t inch=25.4 mm,1 gal=3.79 L 'No-Bum°Plus,Plus XD or Plus ThB may be overcoated with latex paint with a pH of 7 to 8 TABLE 4-FIRE RESISTANCE See Section 3.5 MINIMUM DESIGN NO-BURN°PRODUCT' MAX SUBSTRATE MOISTURE Minimum Web Flange Depth Moment EI x106 Vertical Shear(lbs) Plus CONTENT Depth(m) Thickness(in) x Width(in) (fl-lbs) (in24bs) I-(oist.solid sawn flange 16% 9'b 3ta. 15x2 2725 170 1475 15milswet(9milsdry) 107 sq ft.per gallon [-joist.structural 16% 9% 3/8 1.125x2 2725 170 1475 15milswet(9milsdry) composite lumber flange 107 sq,ft.pergallon I-joist structural 16% 117/8 318 1.125x175 3025 260 1625 15milswet(9milsdry) composite lumber flange 107 sq.ft.per gallon For SI:1 mil=0.0254 mm,1 inch=25.4 mm,1 gal=3.79 L,l Ib=0.45 kg 'No-Bum°Plus mai be overcoaled with latex paint with a pH of 7 to 8 TABLE 5-FIRE RESISTANCE See Section 3.6 MINIMUM DESIGN NO-BURN"PRODUCT' MAX SUBSTRATE MOISTURE Minimum Web Flange Depth Moment EI x106 Vertical Shear(Ibs) Plus CONTENT Depth(m) Thickness(in) x Width(in) (ft-lbs) (in2•lbs) I-loist'solid sawn fange 16% 9'/� 318 1.5x2.5 2800 198 1185 23milswet(14milsdry) 70 sq.ft.per gallon I•joist.sWctural , 2 3 Zimflswet(14milsdry) composite lumber 9ange 16/0 11118 !e 1.125 x 1.75 3025 260 1625 70 sq ft.per gallon For SI:1 mil=0.0254 mm,1 inch=25,4 mm,1 gal=3,79 L,I Ib=0 45 kg 'No-Burne Plus may be overcoated with latex paint with a pH of 7 to 8 Page 7 of 8 W -30 j, Originally Issued: 03/21/2014 Revised: 06/25/2019 Valid Through: 0313112020 NO-BURN®PRODUCT APPLICATION CERTIFICATE LOCATION OF BUILDING: Address Lot# City State Zip DESCRIPTION AND USE OF BUILDING: Certified Applicator Name Company Certified Applicator Number Moisture Size of Motor Area Substrate Qty. Reading Temp Treated Product (Noted In (Wetfil Date (Max% Reading Describe Area Treated (Surrace Area Applied Tables rnthicknesApplied Noted In (F) SqFtor 4 or s) Tables Footprint or SqFQ Certified Applicator Signature Date of Service Figure 2 Page 8 of 8 PLUSFIRE PROTECTION OF FLOORS DATA SHEET CSI 09 96 46 1-800-989-8577 www.nobum.com MANUFACTURER SPECIFICATIONS No-Burn,Inc. Color: Opaque/White/Tinted 1392 High Street,Suite 211 Finish: Flat Wadsworth,Ohio 44281 VOC Content: 18 g/L EPA Method 24 www.noburn.com Dry Time: 60-90 Minutes Pails: 5 Gallons(19 L),55 lbs. DESCRIPTION Drums: 55 Gallons(208 L),605 lbs. No-Burn® Plus is a white, water-based thin film intumescent coating Shelf Life: 36 Months when exposed to high temperatures and flame,intumesces creating a Cure Time: 24 Hours char-barrier protecting treated substrates from fire. Certified to be Boiling Point: 212°F applied to a variety of substrates, fire performance compliance is Freezing Point: 327 achieved with the appropriate wet film thickness. %Volatile by Volume: 38% Specific Gravity: 1.25 View code compliant Evaluation Report(ER 305). View product Technical Data Sheet(TDS)and Safety Data Sheet(M)SDS for more information. NO-BURN® IS SUPERIOR IN EVERY SCENARIO: _No-Burn®Plus over No 136MIP Plus over Corn 1, Z '' "" - .. I joist&Subfloor - 1=joist only= '.I-joist only` ... 0^ Coverage: 15 mils wet_: -Coverage:_23'mils wet Coverage: 26"mils wet,,p; ,a- 10Tsq.ft.per gallon _ 70 sq:ft.per�gallon 62 sq,ft.per-gallon Scenario 1:2143 sq.ft.footprint. I-joists:ll'/$'in depth at 16"On Center. 55 gallons used t -54-gall ons used 62 gallons used (1695 lineal feet=3814 square feet) �,: Scenario 2:2143 sq.ft.footprint. I-joists:14"in depth at 16"On Center. 61 gallons used 63 gallons used 71 gallons used`' (1695 lineal feet=4379 square feet) OScenario 3:2143 sq.ft.footprint. LJ I-joists:16"in depth at 16"On Center. 67 gallons used ;71 gallons used 80 gallons used} (1695 lineal feet=4944 square feet) NO-BURN® PLUS ✓ OTHER COATINGS CANNOT COMPAREI ✓ Code compliant:approved in accordance with International -•,m -, ----,- — �--- - , Residential Code(IRC®)Section R302.13,Exception 4 of the 2018 ' and 2015 IRC®and Section R501.3,Exception 4 of the 2012 and 2009 IRC®;alternative to the 2-by-10 dimension lumber. ✓ Extensive third-party testing. Evaluated and approved by accredited third-party evaluation agency. ✓ Thorough Evaluation Report for local jurisdiction approval. ✓ Highest coverage rates. ✓ Easy application. Single coat coverage. " ✓ Product shelf life of 36 months. , ✓ Low VOC content and Low VOC emissions. ✓ Two options for compliance-COMPARE YOUR OPTIONS: ■ I-joist only application-OR- ■ I-joist and subfloor application ✓ Professional installation. ® e • ✓ Complete finished look-luminous white finish. ✓ I-joist manufacturers'warranties honored with No-Burn®Plus. �w Rei BURN,NC e � Page 1 of 1 FIRE WISETM Manual S Compliance Report Job: Downstairs By: BRIAN EGAN MECHANICAL 37 TEC STREET,HICKSVILLE,NY 11801 Phone.516-342-6433 Fax 516-396-9809 Email.Brian Egan@BEMH\AC com Project • • For: McGann 1705 Plum Island Lane,Orient,NY 11530 Cool • ®u i• Design Conditions Outdoor design DB: 95.0°F Sensible gain: 19449 Btuh Entering coil DB: 70.3°F Outdoor design WB: 73.0°F Latentgain: 2798 Btuh Entering coil WB: 58.8°F Indoor design DB: 70.0°F Total gain: 22246 Btuh Indoor RH: 50% Estimated airflow: 1200 clm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitAC Manufacturer: Rheem Model: RA1736AJ2NA+RH2T3621 MEACJA Actual airflow: 1200 ch Sensible capacity: 25200 Btuh 130%of load Latent capacity: 10800 Btuh 386%of load Total capacity: 36000 Btuh 162%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.0°F Heat loss: 29312 Btuh Entering coil DB: 71.3°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer. Model: Actual airflow: 1200 ctrn Output capacity 0 Btuh 0%of load Temp.rise: 0 °F Meets all requirements ofACCA Manual S. wrightsoft" 2019-Nov-1214.56:19 —,—,,,„,,,,,,�. Right-Sude®Universal 201818.0.32RSU01984 Page )CCA..EW.engineeringMRheemUcGann orient Pointrup Calc=MJ8 FrontDoorfaces N Manual S Compliance Report Job: : Upstairs sv BRIAN EGAN MECHANICAL 37 TEC STREET,HICKSVILLE,W 11801 Phone 516-342-6433 Fax 516-396-9809 Email Bnan.Egan@BEMFI141C.com Project, • • For: McGann 1705 Plum Island Lane,Orient,NY 11530 Cobfing :Equ'i,phient Design Conditions Outdoor design DB: 95.OoF Sensible gain: 11218 Btuh Entering coil DB: 70.1'F Outdoor design WB: 73.0`F Latentgain: 1408 Btuh Entering coil WB: 58.7'F Indoor design DB: 70.0°F Total gain: 12626 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitAC Manufacturer. Rheem Model: RA1724AJ2NA+RH2T2417SEACJA Actual airflow: 800 ch Sensible capacity: 12000 Btuh 107%of load Latent capacity: 12000 Btuh 852%of load Total capacity: 24000 Btuh 190%of load SHR: 50% Heating, • • Design Conditions Outdoor design DB: 10.0°F Heat loss: 22735 Btuh Entering coil DB: 71.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer. Model: Actual airflow: 800 cfm Output capacity: 0 Btuh 0%of load Temp.rise: 0 °F Meets all requirements ofACCA Manual S. w ightsOft°' 2019-Nov-12145619�� .am a•eumie.rwu,wywpwq Right-Swte®Universal 201818.032RSU01984 Page /SCCA..EM12.engineering'RheemNcGann orient Pointrup Calc=MJ8 Front Doorfaces N Load Short Form Job: Job: Entire House BRIAN EGAN MECHANICAL 37 TEC STREET,HICKSVILLE,NY 11801 Phone:516.342-6433 Fax 516-396-9809 Email:Brian Egan@BEMHAC.mm Project • • For. McGann 1705 Plum Island Lane,Orient,IVY 11530 - MAN Uh Design Information Htg Clg Infiltration Outside db(°F) 10 95 Method Simplified Inside db(°F) 72 70 Construction quality Semi-tight Design TD(°F) 62 25 Fireplaces 2(Average) Daily range - L Inside humidity(%) 30 50 Moisture difference(grab) 28 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 dm Airflowfactor 0 cfmBtuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Downstairs d 2101 29312 19449 1200 1200 Upstairs d 1639 22735 11218 800 800 Entire House d 3740 52047 30608 2000 2426 Other equip loads 0 0 Equip.@ 1.00 RSM 30608 Latent cooling 4206 TOTALS 3740 52047 1 34814 2000 1 2426 Bold/ttalic values have been manuaW ovenidden Calculations approvedby,_ACCA-to_meetall-requirements ofManual.J 8th-Ed- d- wrightsoft" 2019-Nov-1214.16.19 ^1— .N.hp/E.M1A+rMR«iCabpsry Right-Sude®Universal 2018 18.0.32 RSU01984 Page 1 RCCA..EM%2.engmeennglRheemUNcGann onent Pomtrup Calc=MJS Front Door faces N Load Short Form Job: Date: Downstairs BRIAN EGAN MECHANICAL 37 TEC STREET,HICKSVILLE,NY 11801 Phone:516342-8433 Fax 518398-9809 Email Brian Egan@BEMH\AC.com Project. • • For: McGann 1705 Plum Island Lane,Orient,NY 11530 Designinformation. Htg Clg Infiltration Outside db(°F) 10 95 Method Simplified Inside db(°F) 72 70 Construction quality Semi tight Design TD(°F) 62 25 Fireplaces 2(Average) Daily range - L Inside humidity(%) 30 50 Moisture difference(gdlb) 28 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Rheem Trade Trade RHEEM Model Cond RA1736AJ2NA AHRI ref Coil RH2T3621MEACJA AHRI ref 8231642 Efficiency 80AFUE Efficiency 13.0 EER,17 SEER Heating input 0 Btuh Sensible cooling 25200 Btuh Heating output 0 Btuh Latent cooling 10800 Btuh Temperature rise 0 OF Total cooling 36000 Btuh Actual airflow 1200 cfi7t Actual airflow 1200 cfm Airflowfactor 0.041 cfmBtuh Airflowfactor 0.060 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.87 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Zone#1 p 886 14564 16658 596 1007 Zone#2 p 617 8113 5039 332 305 Zone#3 p 599 6636 3420 272 207 Downstairs d 2101 29312 19449 1200 1200 Other equip loads 0 0 Equip.@ 1.00 RSM 19449 Latent cooling 2798 TOTALS 2101 1 29312 22246 1 1200 1 1200 t3o Matic values have been manuaW ovenfdden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. e v -4 wrightsofft- ht-Sude®Universal 201818.0 32 RSU01984 2019-Nov-1214.16.19age 2 Uiid•f0.nblw•wR.wyCsry.to 9 Paget l iC.l ...EMQ.engineennglRheemWIeGann onent Pointrup Calc=MJ8 Front Doorfaces:N Load Short Form Job: oat: Upstairs Ely: BRIAN EGAN MECHANICAL 37TECSTREET,HICKSMI-LE,W11801Phone,516-342-6433Fax516-396-9809 Email:Brian Egan(dBEMH\AC.com • -ct Information For. McGann 1705 Plum Island Lane,Orient,NY 11530 Design Information Htg Clg Infiltration Outside db('F) 10 95 Method Simplified Inside db(°F) 72 70 Construction quality Semi-tight Design TD(°F) 62 25 Fireplaces 2(Average) Daily range - L Inside humidity(%) 30 50 Moisture difference(gdlb) 28 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Rheem Trade Trade RHEEM Model Cond RA1724AJ2NA AHRI ref Coil RH2T2417SEACJA AHRI ref 8550851 Efficiency 80AFUE Efficiency 13.0 EER, 17 SEER Heating input 0 Btuh Sensible cooling 12000 Btuh Heating output 0 Btuh Latent cooling 12000 Btuh Temperature rise 0 °F Total cooling 24000 Btuh Actual airflow 800 cfm Actual airflow 800 dm Airflowfactor 0.035 cfmBtuh Air flow factor 0.071 cfmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.89 ROOM NAME Area Htg load Clg load HtggAVF CIgAVF (it2) (Btuh) (Btuh) (dm) (crm) Zone#4 p 683 10704 6168 377 440 Zone#5 p 956 12031 6547 423 467 Upstairs d 1639 22735 11218 800 800 Other equip loads 0 0 Equip,@ 1.00 RSM 11218 Latent cooling 1408 TOTALS 1639 22735 12626 800 800 Boldlrtalic values have been manuaW ovevidden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. a 444- 2019-Nov1214:16:19 / AMOHVG.YLnAWmiriyCeMyrq Right-SudeqD Universal 2018 1 B 0.32 RSU01 984 Page ACCA-.EM12.engineering\Rheem\MoGannonentPomtrup Calc=NU8 FrontDoorfaces N Load Short Form Job: Date: Zone #9 By: BRIAN EGAN MECHANICAL 37 TEC STREET,HICKSMLLE,W 11801 Phone 516-342-6433 Fax 516396-9809 Email.Bnan.Egan@BEMH\AC.com ® • - • • % For. McGann 1705 Plum Island Lane,Orient,NY 11530 Des •-11, 100tMaffiCin, Htg Clg Infiltration Outside db(°F) 90 95 Method Simplified Inside db(°F) 72 70 Construction quality Semi-tight Design TD(°F) 62 25 Fireplaces 2(Average) Daily range - L Inside humidity(%) 30 50 Moisture difference(grflb) 28 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 ckn Airflowfactor 0 cfmBtuh Airflowfactor 0 chi/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load HtggAVF CIgAVF OF) (Btuh) (Btuh) (dm) (cfm) LIVING ROOM 420 9411 10700 385 647 DINING RM 197 1633 1143 67 69 KITCHEN 268 3520 4815 144 291 Zone#1 p 886 14564 16658 596 1007 Other equip loads 0 0 Equip.@ 1.00 RSM _ 16658 Latent cooling 1673 TOTALS 886 14564 18331 1 596 1 1007 Bold/talrc values have been manuaWovenldden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wi-Ighftof - 2019-Nov-1214:16:19 �pmit+t1/��.A Right-Suite®Universal 2018 18.0 32 RSU01 984 Page /` ...EM12.engineeringlRheemUcGannonent Pomtrup Calc=MJS Frontloorfaces N Load Short Form Job: Date: Zone##2 W. BRIAN EGAN MECHANICAL 37 TEC STREET,HICKSVILLE,W 11801 Phone,516-342-6433 Fax 516-396-9809 Email,Brian.Egan@BEMHVAC.com Pr6jekt Inf6rm, • For. McGann 1705 Plum Island Lane,Orient,NY 11530 De ® • Htg Clg Irfiltration Outside db(°F) 90 . 95 Method Simplified Inside db(°F) 72 70 Construction quality Semi-tight Design TD(°F) 62 25 Fireplaces 2(Average) Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 28 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Air flow factor 0 cfmBtuh Air flow factor 0 dm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF OF) (Btuh) (Btuh) (cfm) (cfm) MSTR BATH '220 3554 1597 145 97 HALL 39 44 17 2 1 CLO 18 20 8 1 0 WALK IN CLO 53 595 196 24 12 CTS 18 21 8 1 0 CLO#2 20 23 9 1 1 MASTER BEDROOM 251 3858 3204 158 194 Boldfitalic values have been manuaiW oveabden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 44a� WrightSoft R� htSude®Umversa1201818.0,32RSU01984 2019-Nov-1214:16:19 „�. gar a.ram M.N•m vcu Kwry 9 Page 5 ACCA...EW.engineennglRheemamccannorient Poinfrup Calc=MJa FrontDoor%ces N Zone#2 p 617 8113 5039 332 305 Other equip loads 0 0 Equip.@ 1.00 RSM 5039 Latent cooling 644 TOTALS 617 8113 5684 332 305 Boldlitalic values have been manuallyovenidden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. .� 4- wrightsoft- 2019-Nov-1214:1619 �4 .,,µ.,- •-,„, ,y,, Wghl-Sude®Universal 201818.0.32RSU01984 Page ACCA..EM12.engineennglRheemWicGannorient Pomtrup Cale=MJ8 Front Door faces-N Load Short Form Job: Dat: Zone #t3 BRIAN EGAN MECHANICAL 37 TEC STREET,HICKMALLE,W 11801 Phone.516-342-6433 Fax 516-396-9809 Email Brian.Egan@BEMH\1C.com • • • For: McGann 1705 Plum Island Lane,Orient,NY 11530 DeSign • • in Htg Clg Infiltration Outside db(°F) 90 95 Method Simplified Inside db(°F) 72 70 Construction quality Semi tight Design TD(°F) 62 25 Fireplaces 2(Average) Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 28 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 'F Total cooling 0 Btuh Actual airflow 0 cfrrl Actual airflow 0 cfm Airflowfactor 0 cfmBtuh Airflowfactor 0 dm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 WPEmy iPhon Area Htg load Clg load Htg AVF CIgAVF OF) (Btuh) (Btuh) (cfm) (cfm) ENTRY 158 1541 791 63 48 DOWN 36 40 16 2 1 DEN 212 2234 1205 91 73 C1 15 17 7 1 0 VEST 29 33 13 1 1 HALF BATH 46 408 158 17 10 MUD ROOM 103 2362 1230 97 74 Boldrrtalic values have been manuaW overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. .^ 44- vwr1j;htS®'t' 2019-Nov-1214:16:19 q .w,ks•eenw,wm.yc n Right-Suite®Universal 2018 18.0 32 RSU01984 Pagel A CM..EIM2.engineennglRheemUcGann orient Pointrup Calc=MJ8 Front Door faces.N Zone#3 p 599 6636 3420 272 207 Other equip loads 0 0 Equip.@ 1.00 RSM 3420 Latent cooling 480 TOTALS 599 6636 3900 272 207 BoUlltallc values have been manuallyovenidden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2019-Nov-1214:1619 Right-Sude®Unrvefsa1201618.0.32 RSU01984 Page 8 Xch..EM12.engineenng'RheemNAcGann onent Pointrup Calc=MJ8 Front Door faces-N Load Short Form Job: Date: Zone #4 B3r BRIAN EGAN MECHANICAL 37 TEC STREET,HICKSVILLE,W 11801 Phone.516.342-6433 Fax 516396-9809 Email:Bnan.Egan@BEMH\AC com • - • otj For. McGann 1705 Plum Island Lane,Orient,NY 11530 � - • drm atioft- Ht9 Clg Infiltration Outside db(°F) 10 95 Method Simplified Inside db(°F) 72 70 Construction quality Semi tight Design TD(°F) 62 25 Fireplaces 2(Average) Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 28 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latentcooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 crm Actual airflow 0 cfm Airflowfactor 0 cfm/Btuh Airflowfactor 0 clm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF OF) (Btuh) (Btuh) (chn) (crm) BEDROOM#4 213 3903 1930 137 138 CLO#4 20 230 88 8 , 6 BATH 70 989 846 35 60 UPPER STAIRWAY 158 1758 677 62 48 CLO#3 20 230 88 8 6 BEDROOM#3 201 3593 2539 126 181 BolTPlic values have been manuallyovemdden Calculations approved pYACCA to meet all requirements of Manual J 8th Ed. i> �j,.� F"- 2019 Nov 1214:1619 Right-Sude®Universal 201818;032RSU01984 page if �C� .EMv2.engineennglRheemNeGannorientpointrup Calc=Jf A FrontDoorfaces:N Zone#4 p 683 10704 6168 377 440 Other equip loads 0 0 Equip.@ 1.00 RSM 6168 Latent cooling 658 TOTALS 683 10704 6826 377 440 Bold/italic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - -'Wreghts®ft- 2019-Nov-1214:1619 Right Sude®Universal201818032 RSU01984 Page 10 ACM EM12.engmeennglRheemWcGannorient Pomtrup Calc=MJB FrontOoorfaces N Load Short Fora' Job: Date: Zone ##5 BRIAN EGAN MECHANICAL 37 TEC STREET,HICKSMLLE,W 11801 Phone 516-342-6433 Fax 516-396-9809 Email:Bnan.Egan@BEMH\AC oom PribmectInformation, For: McGann 1705 Plum Island Lane,Orient,NY 11530 DeSign Infofm' affloft' Htg Clg Infiltration Outside db(°F) 90 95 Method Simplified Inside db(°F) 72 70 Construction quality Semi-tight Design TD(°F) 62 25 Fireplaces 2(Average) Daily range - L Inside humidity(%) 30 50 Moisture difference(gr/Ib) 28 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n1a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Air flow factor 0 cfmBtuh Airflowfactor 0 cfmBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF OF) (Btuh) (Btuh) (cfm) (cfm) STAIR HALL 280 831 473 29 34 JR MASTER BED 377 4977 3267 175 233 T'LET 29 813 323 29 23 JR MSTR BATH 135 2480 1178 87 84 JR WC. 129 2608 1194 92 85 CLST 7 322 112 11 8 Boldlitalic values have been manuallyovenidden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. A .W!'I0f'1ts6ft° 2019-Nov-1214.16.19 R'ghtSude®Universal201818.0.32RSU01984 Page 11 /66k ..EM.engmeenng\RheemtAeGannanent Pointrup Calc=MJ8 FrontDoor%ces N Zone#5 p 956 12031 6547 423 467 Other equip loads 0 0 Equip.@ 1.00 RSM 6547 Latent cooling 751 TOTALS 956 12031 7298 423 467 BoWiitalic values have been manually overridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 'F 11VI"Igll'A'ItS®ft- ht Supe®Umversa1201818 0 32 RSU019B4 2019-Nov-1214:1619 e�o.. a"F-^"'m.rom:»ycmw•rit 9 Page 12 ACCP, ..EM12.engmeeringNRheemlMcGannonentPomtsup Calc=MJ8 Front Door faces-N Building Analysis Date: Entire House By: BRIAN EGAN MECHANICAL 37 TEC STREET,HICKSVILLE,W 11801 Phone:516-342-6433 Fax 516-396-9809 Email,Brian Egan@BEMH\,C.mm ® • - • • For. McGann 1705 Plum Island Lane,Orient,NY 11530 U Location: Indoor: Heating Cooling New York LaGuardiaAP,NY,US Indoor temperature(°F) 72 70 Elevation: 10 ft Design TD(OF) 62 25 Latitude- 41'N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 27.6 32.4 Dry bulb(°F) 10 95 Infiltration: Daily range(°F) - 14 ( L } Method Simplified Wet bulb(°F - 73 Construction quality Semi-tight Wind speed(mph) 15.0 7.5 Fireplaces 2(Average) • Component Btuh/fl? Btuh %of load Walls 4.2 14030 27.0 Ducts Glazing 23.1 12254 23.5 Doors 24.2 973 1.9 walls Ceilings 2.5 5388 10.4 Floors 1.1 2274 4.4 ntiltration Infiltration 3.3 12188 23A Ducts 4940 9.5 Piping 0 0 - Humidification 0 0 Ventilation 0 0 Floors ts 0 Glazing Total 52047 52047 100.0 other Ceilings Component Btuh/ft2 Btuh %of load Walls 1.9 6307 20.6 ntemal Gains Glazing 21.0 11161 36.5 walls Doors 15.4 619 2.0 ucts Ceilings 1.5 3175 10.4 Floors 0.4 917 3.0 Infiltration 0.6 2170 7.1 Infiltration Ducts 2439 8.0 - Ventilation 0 0 Floors Internal gains 3820 12.5 t Blower 0 0 Ceilings Adjustments 0 Glazing Doors Total 1 1 306081 100.0 Latent Cooling Load=4206 Btuh Overall U value=0.163 Btuh/ft2--°F Data entries checked. Boldrdallc values have been manual/yoverridden �nlr ii�ttm$s®fes" 2019-Nov-1214.1619 p� � Right-SudetA Univefsal 2018 18 0 32 RSU01984 Page 1 ;SCCA ,.EM2.engineenng)RheemWoGann orient Point.rup Calc=MJ8 Front Door faces N Building Analysis Date: Downstairs W. BRIAN EGAN MECHANICAL 37 TEC STREET,HICKSVILLE,W 11801 Phone,516-342-6433 Fax 516-396-9809 Email.Bnan.Egan@BEMH\1C.com • • on For. McGann 1705 Plum Island Lane,Orient,NY 11530 ® - • Ic n •nd'i • Location: Indoor: Heating Cooling New York LaGuardiaAP,NY,US Indoor temperature(°F) 72 70 Elevation: 10 ft Design TD(°F) 62 25 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grfib) 27.6 32.4 Dry bulb(°F) 10 95 Infiltration: Daily range(°F) - 14 ( L ) Method Simplified Wet bulb(°F) - 73 Construction quality Semi-tight Wnd speed(mph) 15.0 7.5 Fireplaces 2(Average) -Heoting' Component Btuh/ft? Btuh %of load Walls 4.2 7247 24.7 ucts Glazing 24.4 9104 31.1 wall Doors 24.2 973 3.3 Ceilings 2.2 1111 3.8 nfiltration Floors 1.1 2231 7.6 Infiltration 3.3 6489 22.1 Ducts 2156 7.4 Piping 0 0 Humidification 0 0 Floors Ventilation 0 0 Adjustments 0 Glazing Doorseings Total 29312 100.0 Component Btuh/fF Btuh %of load Walls 1.9 3246 16.7 wall Glazing 21.3 7955 40.9 Intemal Gains Doors 15A 619 3.2 Ceilings 1.5 766 3.9 Floors 0.4 900 4.6 ucts Infiltration 0.6 1155 5.9 Ducts 988 5.1 nfiltration Ventilation 0 0 Internal gains 3820 19.6 Floors Blower 0 0 Glazing Ceilings Adjustments 0 Doors Total 19449 100.0 Latent Cooling Load=2798 Btuh Overall U value=0.108 Btuh/ft?-°F Data entries checked. BoWtallc values have been manuallyoverddden 414- 2019-Nov-1214.1619 wQ'®gL711 s®$t' RighkSuite®Universal 201818.032RSU01984 Page t ...EM2.engmeenngtRheemNoGann onent Pontrup Calc=MJ8 Front Door%oes-N ' Building Analysis Job: Upstairs E�f: BRIAN EGAiN MECHANICAL 37 TEC STREET,HICKSVILLE,W 11801 Phone.516-342-6433 Fax 516-396-9809 Email:Bnan.Egan@BEMH\AG oom • • • For: McGann 1705 Plum Island Lane,Orient,NY 11530 ® ' • ® 1 • • Location: Indoor: Heating Cooling New York LaGuardiaAP,NY,US Indoor temperature(°F) 72 70 Elevation: 10 ft Design TD(°F) 62 25 Latitude: 41'N Relative humidity(%) 30 50 Outdoor: Pleating Cooling Moisture difference(grAb) 27.6 32.4 Dry bulb(°F) 10 95 Infiltration: Daily range(°F) - 14 ( L ) Method Simplified Wet bulb(°F) - 73 Construction quality Semi-fight Wind speed(mph) 15.0 7.5 Fireplaces 2(Average) • Component Btuh/ftz Btuh %of load Walls 4.1 6783 29.8 gets Glazing 19.8 3150 13.9 Doors 0 0 0 wars Ceilings 2.6 4277 18.8 Floors 1.1 43 0.2 Infiltration 3.3 5699 25.1 nriltration Ducts 2784 12.2 Piping 0 0 Humidification 0 0 Ventilation 0 0 Glazing other Adjustments 0 Total 22735 100.0 Ceilings Component Btuh/ftz Btuh %of load Walls 1.9 3061 27.3 ucts Glazing 20.5 3249 29.0 Doors 0 0 0 wall Ceilings 1.5 2409 21.5 nfiltration Floors 0.5 17 0.2 other Infiltration 0.6 1014 9.0 Ducts 1468 13.1 Ventilation 0 0 Internal gains 0 0 Ceilings Blower 0 0 Adjustments 0 Glazing Total 11218 100.0 Latent Cooling Load=1408 Btuh Overall U-value=0.239 Btuh/fF2F Data entries checked. Boldlrtalrc values have been manuallyoveiddden 1 F" ..,r.rr-eiroaa.a,h,.ts®$ft- 2019-Nov-121416.19 Right-Sude®Universal 2018 18 0.32 RSU01 984 Page p�C�..EM2.engineering „lRhem.N-cGann onent Pomtrup Cale=MJ8 Front Door faces-N Building Analysis Data: Zone #9 Ely. BRIAN EGAN MECHANICAL 37 TEC STREET,HICKMALLE,NY 11801 Phone,516-342-6433 Fax 516-396-9809 Email Brian Egan@BEMH\AC.com Project • • For: McGann 1705 Plum Island Lane,Orient,NY 11530 "Clesign Conditions— Location: Indoor: Heating Cooling New York LaGuardiaAP,NY,US Indoor temperature(°F) 72 70 Elevation: 10 ft Design TD(°F) 62 25 Latitude: 41°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 27.6 32.4 Dry bulb(°F) 10 95 Infiltration: Daily range(°F) - 14 ( L ) Method Simplified Wet bulb(°F - 73 Construction quality Semi-tight Wnd speed(mph) 15.0 7.5 Fireplaces 2(Average) Component Btuh/ftz Btuh %of load Walls 4.2 3073 21.1 acts Glazing 26.0 5554 38.1 wan Doors 0 0 0 Ceilings 2.3 978 6.7 nfiltration Floors 1.1 933 6.4 Infiltration 3.3 2954 20.3 Ducts 1071 7.4 Piping 0 0 Floors Humidification 0 0 Ventilation 0 0 Ceilings Adjustments 0 Glazing Total 14564 100.0 Component Btuh/ft2 Btuh %of load Walls 1.9 1380 8.3 Walls Doors Glazing 42 0 9070 54 0 Internal Gains Ceilings 1.5 631 3.8 Floors 0.4 376 2.3 Infiltration 0.6 526 3.2 Ducts Ducts 846 5.1 Ventilation 0 0 Infiltration Internal gains 3820 22.9 Floors Blower 0 0 Glazing Ceilings Adjustments 0 Total 16658 100.0 Latent Cooling Load=1673 Btuh Overall U value=0.138 Btuh/ft�°F Data entries checked. Bold1halic values have been manuallyoverridden vvr6aghts®f: 2019-Nov-1214:16.19 �_ ., •,a-. , <.-rvM Right-Suite®Universal 2018 18 0.32 RSU01984 Page 4 ACCX..EM12.engmeeringtRheem\McGann onent Pomt.rup Calc=MJ8 Front Doortaces N Building Analysis Date: Zone #2 By: BRIAN EGAN MECHANICAL 37 TEC STREET,HICKSVILLE,W 11801 Phone.516-342-6433 Fax 516-396-9809 Email Brian.Egan@BEMH\,C.com ' • - • • For- McGann 1705 Plum Island Lane,Orient,NY 11530 Design Conditions Location: Indoor: Heating Cooling New York LaGuardia AP,NY,US Indoor temperature(°F) 72 70 Elevation: 10 ft Design TD(°F) 62 25 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 27.6 32.4 Dry bulb(°F) 10 95 Infiltration: Daily range(°F) - 14 ( L ) Method Simplified Wet bulb(°F - 73 Construction quality Semi-tight Wind speed(mph) 15.0 7.5 Fireplaces 2(Average) Heall.ng Component Btuh/112 Btuh %of load Walls 4.0 2467 30.4 Ucts Glazing 24.4 2082 25.7 Doors 0 0 0 wan Ceilings 0 0 0 Floors 1.1 655 8.1 nfiltmhon Infiltration 3.3 2312 28.5 Ducts 597 7.4 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0Floors Total 8113 100.0 Glazing C061,ft Component BtuhfiF Btuh %of load Walls 1.8 1124 22.3 pucts Glazing 35.0 2983 59.2 wall nfiltration Doors 0 0 0 IO°rs Ceilings 0 0 0 Floors 0.4 264 5.2 Infiltration 0.6 412 8.2 Ducts 256 5.1 Ventilation 0 0 Internal gains 0 0 Blower 0 0 Adjustments 0 Total 1 1 50391 100.0 Glazing Latent Cooling Load=644 Btuh Overall U-value=0.079 Btuh/t2-°F Data entries checked. Soldlrtalic values have been manual/yovenldden wri-c�tots®16t" 2019-Nov-1214:16.19 I ..ti•, ... M_ r_. Right-Sude®Universal 201818.0 32 RSU01984 Page s ACCK._EM12.engmeertnglRheemWlcGann onent Pointrup Calc=MJ8 Front Door faces N Building Analysis Job: Zone#3 By: BRIAN EGAN MECHANICAL 37 TEC STREET,HICKSVILLE,W 11801 Phone:516-342-6433 Fax 516-396-9809 Email:Snan.Egan@BEMH\,C.c°m Proiect Information For: McGann 1705 Plum Island Lane,Orient,NY 11530 Design o • • Location: Indoor: Heating Cooling New York LaGuardiaAP,NY,US Indoor temperature(°F) 72 70 Elevation: 10 ft Design TD(°F) 62 25 Latitude: 41 ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 27.6 32.4 Dry bulb(°F) 90 95 Infiltration: Daily range(°F) - 14 ( L ) Method Simplified Wet bulb(°F - 73 Construction quality Semi-tight Wind speed(mph) 15.0 7.5 Fireplaces 2(Average) Heating Component Btuh/fF Btuh %of load Walls 4.5 1707 25.7 acts Glazing 19.8 1468 22.1 walls Doors 24.2 973 14.7 novation Ceilings 1.6 133 2.0 Floors 1.1 643 9.7 Infiltration 3.3 1223 18.4 Ducts 488 7.4 Piping 0 0 Floors Humidification 0 0 Ventilation 0 0 Glazing Ceilings Adjustments 0 Total 6636 100.0 Doors Component Btuh/ftz Btuh %of load Walls 1.9 742 21.7 Ducts Glazing 17.2 1273 37.2 wall nfiltration Doors 15.4 619 18.1 lours Ceilings 1.6 135 3.9 Floors 0.4 259 7.6 Ceilings Infiltration 0.6 218 6.4 Ducts 174 5.1 Ventilation 0 0 Internal gains 0 0 Doors Blower 0 0 Adjustments 0 Glazing Total 1 134201 100.0 Latent Cooling Load=480 Btuh Overall U value=0.084 Btuh/ftz--°F Data entries checked. Boldlltalic values have been mama/ovenidden 4-k- 2019-Nov-1214:16:19 vI wr7gi�$soft' Right-Sude®Universal 201818.032RSU01984 Page 6 AC:CN.,EM12.engineedngtRheemlMcGann onent PoinLrup Calc=MJ8 Front Doorfaces N Building Analysis DaW: Zone #4 By: BRIAN EGAN MECHANICAL 37 TEC STREET,HICKSVILLE,W 11801 Phone 516-342-6433 Fax 516-396-9809 Email.Brian Egan@BEMH\AC.com ® • ect.Information For: McGann 1705 Plum Island Lane,Orient,NY 11530 Pesign, Location: Indoor: Heating Cooling New York LaGuardia AP,NY,US Indoor temperature(°F) 72 70 Elevation: 10 ft Design TD(°F) 62 25 Latitude: 41°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 27.6 32.4 Dry bulb(°F) 90 95 Infiltration: Daily range(°F) - 14 ( L ) Method Simplified Wet bulb(°F - 73 Construction quality Semi-tight Wind speed(mph) 15.0 7.5 Fireplaces 2(Average) Component BtuhtfF Btuh %of load Walls 4.0 3174 29.7 uas Glazing 19.8 1560 14.6 Doors 0 0 0 walls Ceilings 2.6 1781 16.6 Floors 2.4 6 0.1 Infiltration 3.3 2872 26.8 nfiltration Ducts 1310 12.2 Piping 0 0 Humidification 0 0 Ventilation 0 0 Glazing other Adjustments 0 Total 10704 100.0 Ceilings • • • Component Btuh/t2 Btuh %of load Walls 1.8 1446 23.4 °cts Glazing , 30.5 2398 38.9 Wall Doors 0 0 0 Ceilings 1.5 1003 16.3 nfiltrahon Floors 1.0 2 0.0 other Infiltration 0.6 511 8.3 Ducts 807 13.1 Ventilation 0 0 Ceilings Internal gains 0 0 _ Blower 0 0 Adjustments 0 Glazing Total 6168 100.0 Latent Cooling Load 658 Btuh Overall U value=0.229 Btuh/fF2F Data entries checked. BoWitalic values have been manuallyovenidden -� } ®narepgl tsits�if�' 2019-Nov-1214:16:19 Right-Suile@ Universal 2018 18 0.32 RSU01984 Page l ACCK.EM12.engmeenng'RheemWlcGann orient Pointrup Calc=MJ8 Front Doorfaces N Building Analysis JobDate: Zone#5 W. BRIAN EGAN MECHANICAL 37 TEC STREET,HICKSMLLE,NY 11801 Phone 516-342-6433 Fax 516-396-9809 Emall.Brian.Egan@BEMH\,C.com Project o • For McGann 1705 Plum Island Lane,Orient,NY 11530 'Design Conditions Location: Indoor: Heating Cooling New York LaGuardia AP,NY,US Indoor temperature(°F) 72 70 Elevation: 10 ft Design TD(°F) 62 25 Latitude: 41'N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(grAb) 27.6 32.4 Dry bulb(°F) 90 95 Infiltration: Daily range °F) - 14 ( L ) Method Simplified Wet bulb('F� - 73 Construction quality Semi-tight Wind speed(mph) 15.0 7.5 Fireplaces 2(Average) Heating, Component Btuh/fF Btuh %of load Walls 4.2 3609 30.0 °cts Glazing 19.8 1590 13.2 Doors 0 0 0 walls Ceilings 2.6 2496 20.7 Floors 1.1 37 0.3 Infiltration 3.3 2827 23.5 nfiltration Duds 1473 12.2 Piping 0 0 Humidification 0 0 Ventilation 0 0 Glazing Other Adjustments 0 Total 12031 100.0 Ceilings • • • Component Btuh/ft? Btuh %of load Walls 1.9 1615 24.7 °as Glazing 26.9 2152 32.9 wall Doors 0 0 0 Ceilings 1.5 1406 21.5 nfiltration Floors 0.4 15 0.2 Other Infiltration 0.6 503 7.7 Duds 857 13.1 Ventilation 0 0 Internal gains 0 0 ceilings Blower 0 0 Adjustments 0 Glazing Total 6547 100.0 Latent Cooling Load=751 Btuh Overall U-value=0.246 Btuh/fF--°F Data entries checked. B°Idldalic values have been manuallyovenidden ` 41- wr ligIlIts®ft° Right Sude®Universal 2018 18.0.32 RS1J01984 2019-Nov-121416,19 Page 8 ACCK .EM)2.engineedng\Rheem\McGann onent PoinLrup Calc=MJ8 Front Doorfaces-N " SECOND FLOOR OPEN TO BELOW BEDROOM#3 JR MASTER BED CLO#3 STAIR HALL — BATH TLET JR MSTR BATH CLO#4 UPPER STAIRWAY JR WIC. CLST ATTIC BEDROOM#4 Job#: BRIAN EGAN MECHANICAL Scale:1 :99 Performed for. Page 1 McGann 37 TEC STREET RightSuiteV Universal 2018 1705 Plum Island LaneHICKSVILLE, NY 11801 180.32RSU01984 Orient,NY 11530 Phone-516-342-6433 Fax 516.396-9809 2019 Nov-1214.17.15 ...ng�RheemWlcGann onent Pointrup Brian.Egan@BEMHVAC.com N Basement BASEMENT Job#' BRIAN EGAN MECHANICAL Scale:1 :99 Performed for: Page McGann 37 TEC STREET Right Suite®Universal 2018 1705 Plum Island Lane HICKSVILLE, NY 11801 18.-Nov-1 U01984 Orient, W 11530 Phone-516-342-6433 Fax 516-396-9809 2019-Nov-1 node 15 ,ng�RheemWlcGann orient Pointrup Brian.Egan@BEMHVAC.com d N FIRST FLOOR LIVING ROOM DINING RM KITCHEN MASTER BEDROOM r #2 DOWN WALK INC O C1 VEST LF BATH ' HALL CLO ;CTS ENTRY DEN MUD ROOM GARAGE MSTR BATH Job#: BRIAN EGAN MECHANICAL Scale:1 :99 Performed for: Page McGann 37 TEC STREET Right Suite®Universal 2018 1705 Plum Island Lane HICKSUILLE, NY 11801 18.0.32RSU01984 Orient,NY 11530 Phone:516-342-6433 Fax 516-396-98092019-Nov-1214.17:15 Brian.Egan@BEMHVAC.com ngRheem\McGann onent Pantrup Building Envelope and Duct Tightness Report 2i]Ii1aA:r'nrnoteIWed IlyIlitdill6RP.oY ikrSlalirNulgilrrrrcICrimlitim4p2,d.l,711I.d4113•1.4 ALkt1Cr6 SSI.t!;L I?f16%Flum 14I:<n(I I.anu,M ient TCH.'.)IItr W27i291.4 HiAlcingPa'nit :42186 C'.LM4)11fl1-Lc 1'a l:waly Purrorimaec Test CbiHP,'ata,l 6 ; C11ri&topilt:r Silvia RLSNCTRn(e-III 4 4L5UM HomaL,i--rgar lirt-onn 1l XI F-'0>; LK L,i,.I\Sum 3'.11:et M-C Tr),ti 1-T-m i nF;,on NY-1174! 53 Ili;x.gbac BuiltlinEzElIyelope Tightnem Volume QdClrlatiml: Che,ef It' ----- Fluor Axea lleieltt ' ollnilke F I C_n'Ju•eJ rsmei le it RF9nlll(I-t ❑r C"silt Ont:C:iw••p7z 1'rX1561) 1 ''.5-.,J AL,-. 2"s 1545 MAO ^ he conditlo- d learar_a^f dwilinr; s celcu a_ed I- a'" I; acorrdan.-':,lV-.ANFl Z 6F,FxrPpt t'lai m-Ill',JnPrl Nur Ai:.i_ 5c?55 arm'nc;:dw arcs-A-2ra the it'll^ hclRh.'Lhss:hr,n S Total Votun>,e 4-324S IL CTM irR5L)pa 1594 -'sir c u' —, ucJJ'�so pt: 2.18 Code C'umplimlrc:; ruu: Duct Tightalm Poet Congtritc-dflA TcRt-Totnl Duct Leakage Svm,tcm-1,,1sl Yluur Duer.T.1culi-tn HaRrment 3156 Leakage — C.1'41L1'•,Spe 85 C:r'14L''lf;; 14' A— x,94 - -- Code C:omplinuce; I'uao 5y4t n-3:211d Flom Duct.Loc*d%xi Cmldltlntled S�acc Mom Lcekage Ll-h1 kA'-5Fu0 Gl 100 1'CFA� Cods Cmipliancc. I+kc�n t r I}-Ll 10.::tli r., ... .-------- ----------- -:u•lr.L•Mc LeAnAe CT-M-ij,:',.Sr%l CM.,M EL t_FJ'lF---] Code Cotr4ilinncc: Bul•dlr-en';=3pe:IrM-.ass nasbeen usrlflcd uw-p Ins: anon-_a-d prc:edurx spedliK laAS-:.;.gE,+REP, _77:orAS-Pl E1927 as reyull=_c f 2015 1=G"as a n %;Pd 6't thn K-16 NEW Volk State SJ3plamen; s=_tlan 183•.1.Z The 6u'.dlr;d::ct and p=n n. a;�l�rl ha:k��ryn ti'FrIG4,n;rpyuirrd irythe 215 =�a5 Alflhi7d�r1 i�;��?Lt•NP,�4•a"b�InIF ti.,p;ifr-•N^I,SPrllr.ti Gi x�4 NiSnaturr_ r �,f s+ '- imr: PV27.11619 Qaistophcr SU sin,FtoTle FnUr W Sulutioua 2 13 1 • af).04 d COMMENT ' 0 ►�� � _� � ' 1 rl■ FOUNDATION �.. ' t..19"I � FOUNDATION 1 - 10 NINE PLUMBING 1 '�► �.� Al JI INSULATION PER N.Y-. STATE ENERGY CODE �!�!m Com- ., ;.tl' �� � � ►� � .. i-� pill, ` �! WA - .. _ , ADDITIONAL • 001 RE 0 L _ s ,. �_� • • w7wo-Will mm-1. I s • I TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO.: -' Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form I cy ontact: Approved ���' ,20 r Mail to: �. z Disapproved a/c (�!i, I 't" f 73 Phone: Expiration )� 20 ut mgr\ for r DPPLICA ONFORsBUTLDING PERMIT ®C 2097 `FOvar OF SOU11HOLD ° i6 Date rd , 20 INSTRUCTIONS BUMDING DE q IL�e completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according'to.schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. . c. The work covered by Ithis 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 Qccupancy. ;f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance�or'has riot been completed within 18 months from such date. If no-zoning amendments or other regulations affecting the property have been enacted in the interim,the Building 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. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age(architect ngineer, general contractor, electrician, plumber or builder Name of owner of premises," g s&o QAC�i�YV.y � V//l4 C�, (As on the tax roll or laiest.deed) If applicant is a corporati•oii;•'signatur of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: I7oS' ' ® a- House Number - Street: - H'amlet ` County Tax Map No. 1000 Section 5 Block Lot 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 b. Intended use and occupancy 12,6 S 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6.• If business, commercial or mixed occupancy, scify nature and extent of each type of use. 7. Dimensions ofeexistmg structures, if any: Front .-Rear, Depth Height Number of'Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of S,torips, vd, 8. Dimensions of entire new construction: Front Rear P Depth - 4 r`t HeightLs n ba r of orips 9. Size of lot: Front, Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOe_ 13. Will lot be re-graded? YES NO x Will excess ill be removed from premises? YES �NO �w ._ 14. Names of Owner of premises' L-C_� N Address Phone No.c 3 ®Z 2S Name of Architect Address Phone No 3173 KL� Name of Contractor C Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO J( * IF YES, SOUTHOLD,TOWN TRUSTEES &D.E.C. PERMITS MAY BE QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES 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 10 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) SS: COUNTY OF,2 -6 . r—. CONNIE D.SIJNCH _ ��� being duly sworn, depoM?'A%P bl fib a applicant (Name o individual signing cr t) above named, Qualified in Suffolk County ., (S)He is the C � Commission Expires April 14,2-t))"v (Contractor,Agent, Vorporatelofficer, 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 wiI I be performed in the manner set forth in the application filed therewith. S orn to before me this x day of N20 ; Notary Public Signatu of Applicant 0 Scott A. Russell , �°�u � ST{0IKIMIWA\T]E]k SUPERVISOR ( MANAGEMENT T SOUTHOLD TOWN HALL-P.O.Box 1179 �„ � Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 Ol 4 t i I CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ®� o ®,� ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT WVOLVE ANY of THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) f ❑ A. Clearing, grubbing, grading or stripping of land which affects fore ' than 5,000 square feet of round surface. 1 q g B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. s ❑®,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. ❑qE. Site preparation within the one-hundred-year floodplain as dep-cted1-1 on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 quare feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includ s in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Dame, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does•not apply to your protect. 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. APPLICANT: (Property 0%% gn Professional.Agent.Contractor.Other) S.C.T.M. �`: p000 Date NAME- 4,0 { Section Block Lot ; saw R: ( I; FOR BUILDING DEPARTMENT USE 6NLY `* Contact Information +; ( Reviewed By: /jrW` a Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — 11 d ` Approved for processing Building Permit.; i jX`!j- L4A.-OE I' StormNAater Management Control Plan Not Required. ' I Stormwater Management Control Plan is Required. El (Forward to Engineering Department for Review.) ; I FORM * SMCP-TOS MAY 2014 APPLICANT. S.C.T.M.#: 1000CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor.Other) +.. —r2? oZ-- -lr Stormwater Management Control Plan CHECK LIST NAME. ection Block LotS M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. f p prim Date: * The applicant must provide a Complete Explanation and/or Reason for not pro%iding ---atf-information-that-has--been-R uired-brthe-foliowin Checklisti- Ignahtrc ekpho,e Yum6m � g .--' -" -----°- y 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herei YE NO Nyou If ou need additional room for Paper.explanations, Please Provide additional show all of the following items: P a. Location & Description of Property Boundaries b. Total Site Acreage. F� c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§2.36-17(Cll2). OLS d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Shcjll Include a ri0 a Invited t0: e. Limits of Clearing & Area of Proposed Land Disturbance. maintained Construction Entrance., f. Existing&Proposed Contours of the Site (Minimum 7 inter,ai5) VVIre BackedSilt Fencing, stabilization g. Location of all existing& proposed structures, roads, beedirig of exposed and/or i driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. DRAINAGE INSPECTIONS ARE REQUIRED j. Location of proposed Soil Stockpile Area(s). Contact TOS Engineering at 765-1560 before k. Location of proposed Construction Entrance/Staging Area W. is Certification I. Location of proposed concrete washout area(s). `oo' that the drainage bas bppn to Code, M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormtiater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for appro%al. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. U U Li t 2 F1 2011 b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) 'B UMV FOR ENGINEER EPARTMENT USE ONLY**** Additional Information is Required. Reviewed & I El Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — ! Stormwater Management Control Plan is Complete. I Date: It / ® SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 aSUF��cx� O� PG Town Hall Annex �� "- ;, Telephone(631-1802 54375 Main Roado e _i Fax(631)734-9502 P.O.Box 1179 Co Southold, NY 11971-0959 BUILDING UEPA TMENT NOTICE OF UTILIZATION-OF_TRUSS.T YP,E CO.{�STRUCTLON PRE-ENGINEERED WOOD CONSTRUCTION ANWOk-TiI BER CONSTRUCTION Date: ( - _ - • Owner._ -=-• � •- - . - .r,7•.d% ria.§,"a y'rR; "Yw:�.' - Location of Property: b VR U/4%,. {f 012 ! `. ,3s 4i'-- p- may' g'�•r- - - Please take notice that the (cheek pg!.[�W l 'fine . - New residential structure . .. Addition to eAstingreisidenftal stricture _ A Rehabilitation td anjb)fsting.resident+al street tce "; -• to be constructed or performed at the W gtiyf���r�pbe above will Ultifize r (check applicable line): t Truss type constrtictia Pre-engineerdd Woo �tist�uc�db 3 �.'.• _ Timber construction C y in the following location(s)(check applicable line): Floor framing, includi>igigirders:and.darns(F�_ Roof-f-rariaing(R) Floor and roof-f tinilirig•(Fkj. Signature: ` Name (person sub:r-itting thip for:ri): Capacity(check applicable line): Owner -- -Owner representative TrussResReg15.docx Effective 1112015 ' N NEW YORK METRO 800-853-4803 title 914-997-1698 fax stewaftstewart coin/nymetro Stewart Title Insurance Company Title No: ST17-31117 Effective Date: 9/1/2017 DOES HEREBY CERTIFY TO: TOWN OF SOUTHOLD THAT is had caused a search to be made in the appropriate Office of the County of Suffolk in the State of New York, against the premises described herein and premises adjacent thereto on all sides from 4/15/1957 to 9/1/2017 to ascertain the fee chain of title reflecting said premises described herein; and the premises abutting same and has found only the returns as set forth herein on the following pages as they appear of record; and DOES certify that"the owners of the premises described herein have owned the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein". THIS Company's Liability is limited to Twenty-Five Thousand($25,000.00)Dollars for negligence only. NO policy of insurance is to be issued hereunder, and full payment is due upon receipt of this report. District: 1000 Section: 015.00 Block: 05.00 Lot 004.000 STEWART TITLE INSURANCE COMPANY BY: AL�_Ja� KATHLEEN FWNNESSY Title Officer 711 Westchester Avenue,Suite 302 300 East 42nd Street,4th FI 100 Motor Parkway,Suite 150 White Plains,NY 10604 New York,NY 10017 Hauppauge,NY 11788 ' h NEW YORK METRO 800-853-4803 ste V Ya! t ti io 914-997-1698 fax stewart com/nymetro CHAIN OF TITLE FOR SUBJECT PREMISES: District: 1000 Section 015.00 Block 05.00ot 004.000 Lot 116 on Map of Orient by the Sea,Section 2, filed 10/26/1961 as Map No. 3444 1A Grantor: Edwin H.King and Frances C.King,his wife Grantee: Woodhollow Properties,Inc. Dated: 4/15/1957 �. Recorded: 4/22/1957 p Liber: 4289 Page: 577 1B Grantor: Woodhollow Properties,Inc. V�o p Grantee: Walter F.McGuire and Geraldine G.McGuire Dated: 11/21/1973 Recorded: 12/5/1973 Liber: 7544 Page: 361 1C Grantor: Walter F. McGuire and Geraldine G.1VfcGui"r'Y e,his wife Grantee: Harry E.Evans and Florence Ar`Evans,his7wife Dated: 12/17/1984 Recorded: 1/10/1985 Liber: 9713 Page: 63 1D Grantor: Harry E. Evans and Florence A.Evans,his wife Grantee: Andreas Georgiou and Jenny'Georg19 his wife Dated: 7/14/1987 Recorded: 7/24/1987 Liber: 10372 Page: 234 (continued) STEWART TITLE INSURANCE COMPANY BY: KATHLEEN HENNESSY Title Officer Hauppauge,New York Sworn to before me t 's 2nd day o �ovember,' 017 J CHRISTOPHER G.McKEEVER - v' Notary Public,State of Ne%vj�York No 01-MC479444`t QuardW P�Suffo1 unty o ary Public t Commission Expires 711 Westchester Avenue,Suite 302 300 East 42nd Street,4th FI. 100 Motor Parkway,Suite 150 White Plains,NY 10604 New York,NY 10017 Hauppauge, NY 11788 NEW YORK METRO 800-853-4803 teY�a tit ,+® 914-997-1698 fax stewart.cort.com/nymetro CHAIN OF TITLE FOR SUBJECT PREMISES (continued): District: 1000 Section 015.00 Block 05.00 Lot 004.000 Lot 116 on Map of Orient by the Sea, Section 2,filed 10/26/1961 as Map No.3444 1E Grantor: Andreas Georgiou and Jenny Georgiou,his wife Grantee: Jenny Georgiou Dated: 7/3/1991 Recorded: 8/28/1991 r. Liber: 11325 Page: 48 1F Jenny Georgiou died 11/14/2006 in Connecticut. Letters of Ancillary Administration issued to Andreas Georgiou, filed 12/19/1008 (Suffolk County Surrogates File 771A2008). 1G Grantor: Andreas Georgiou,HarrietteGeorg nd Peter Georgiou, as the sole heirs at law and next of kin of Jenny Georgiou, deceased Grantee: Andreas Georgiou Dated: 4/15/2009 Recorded: 5/26/2009 Liber: 12589 Page: 50 (continued) STEWART TITLE INSURANCE COMPANY BY: KATHLEEN HENNESSY Title Officer Hauppauge,New York Sworn to before me this 2nd day of November, 2017 Lu v' f Notary Public-/ CHRISTOPHER G.MOKEEVER: Notary Pubate gf New Yodc pualified in Suffo unty s � 711 Westchester Avenue,Suite 302 300 East 42nd Street,4th FI. 100 Motor Parkway,Suite 150 White Plains,NY 10604 New York,NY 10017 Hauppauge,NY 11788 NEW YORK METRO 800-853-4803 stewart-� title 9rt.co -1698 fax stewart.com/nymetro CHAIN OF TITLE FOR SUBJECT PREMISES (continued): District: 1000 Section 015.00 Block 05.00 Lot 004.000 Lot 116 on Map of Orient by the Sea, Section 2,filed 10/26/1961 as Map No.3444 111 Grantor: Andreas Georgiou _ Grantee: Jason McGann and Dina Cal bres�e Dated: 7/25/2016 Recorded: 11/4/2016 Liber: 12886 Page: 970 LAST RECORD OWNER KATHLEEN HENNESSY,being duly sworn, deposes and says: That she is an Officer of Stewart Title Insurance Company. That these are true Chains of Title of the premises as shown on the records of the Clerk of the County of Suffolk and the variance search under the above captioned title number. STEWART TITLE INSURANCE COMPANY BY: ` KATHLEEN HENNESS Title Officer Hauppauge,New York Sworn to before me this 2nd day of November,20177 C Notary Public v� CHRISTOPHER G.MCKEEVEA Notary Public,State of New York No 01-MC479444q Qualified in Sufiol n iCodrrrlisoon Expires �4a 711 Westchester Avenue,Suite 302 300 East 42nd Street,4th FI. 100 Motor Parkway,Suite 150 White Plains,NY 10604 New York,NY 10017 Hauppauge,NY 11788 NEW YORK METRO 800-853-4803 swarrto � w„a 9art.co -1698 fax t stewrt.com/nymetro CHAIN OF TITLE FOR PREMISES ADJACENT NORTH: "PLUM ISLAND LANE" STEWART TITLE INSURANCE COMPANY BY: kATHLEEN HENNESSY Title Officer Hauppauge,New York Sworn to before me this 2nd day of Nove r, 2017 r i r Notary Public CHRISTOPHER G.MOKEE ER° Notary Public,State of New York No 01-MC479444 Qualified in Suffolk .�rnission Exptles 711 Westchester Avenue,Suite 302 300 East 42nd Street,4th FI. 100 Motor Parkway,Suite 150 White Plains,NY 10604 New York,NY 10017 Hauppauge,NY 11788 NEW YORK METRO 800-853-4803 {.etir$ .tit � 914-997-1698 fax LV3► stewart.cort.com/nymetro CHAIN OF TITLE FOR PREMISES ADJACENT EAST: District: 1000 Section 015.00 Block 05.00 Lot 005:000'' ' Lot 116 on Map of Orient by the Sea, Section 2,filed 10/26/1961 as Map No 3444,/ 2A Grantor: Edwin H.King and Frances C.Kirig,his wife Grantee: Woodhollow Properties,Inc. Dated: 4/15/1957 Recorded: 4/22/1957 Liber: 4289 Page: 577 2B Grantor: �W6odhY o116W,-Pr6perfies.Ii&.V Grantee: Joh M.Murray and Anne-Murrayhis wife Dated: 1/9/1974 , Recorded: 1/18/1974 Liber: 7572 Page: 596 2C Grantor: John M.Murray and Anne M a his wife Grantee: Alan D.Melnick ' Dated: 9/17/1984 Recorded: 10/18/1984 Liber: 9661 Page: 64 (continued) STEWART TITLE INSURANCE COMPANY BY: KATHLEEN HENNESSY Title Officer Hauppauge,New York Sworn to before me this 2nd day of November, 1 iP CHRI R Nott rl?ftlft State of New York' No 01-MC479444L( Qualified in Suffolk unty ;Commission Expires I 711 Westchester Avenue,Suite 302 300 East 42nd Street,4th FI 100 Motor Parkway,Suite 150 White Plains,NY 10604 New York,NY 10017 Hauppauge,NY 11788 I \ II NEW YORK METRO 800-853-4803 ss 914-997-1698 fax tewaft tie Stewart com/nymetro CHAIN OF TITLE FOR PREMISES ADJACENT EAST (continued): District: 1000 Section 015.00 Block 05.00 Lot 005.000 Lot 117 on Map of Orient by the Sea,Section 2, filed 10/26/1961 as Map No.3444 2D Grantor: Alan D.Melnick Grantee: Schernbri Homes;Ince - ✓ Dated: 12/17/1997 Recorded: 12/30/1997 Liber: 11870 Page: 303 2E Grantor: Schembri Homes, Inc. Grantee: William R.Fagan and Louise E7Fag"r an phis wife Dated: 1/25/1999 - ��- Recorded: 2/17/1999 Liber: 11945 Page: 761 LAST RECORD OWNER STEWART TITLE INSURANCE COMPANY 1 BY: [� KATHLEEN HENNESSY Title Officer Hauppauge,New York Sworn to before me this 2nd day of Novemr,2017 C ( ) J� r Notary Public ,.A CHRISTOPHER G.MCKEEVER. Notary Public,State of New York No 01-MC479444ii Qualified in Suffolkunty Commission Expires J 711 Westchester Avenue,Suite 302 300 East 42nd Street,4th FI. 100 Motor Parkway,Suite 150 White Plains,NY 10604 New York,NY 10017 Hauppauge,NY 11788 y NEW YORK METRO `f 800-853-4803 t f t 914-997-1698 fax "';� stewart.coart.com/nymetro CHAIN OF TITLE FOR PREMISES ADJACENT SOUTHEAST: District: 1000 Section 015.00 Block 05.00 Lot 024.006 Lot 162 on Map of Orient by the Sea,Section 2,filed 10/26/1961 as Map No.3444 3A Grantor: Edwin H.King and Frances C.King Grantee: Woodhollow Properties,Inc. Dated: 4/15/1957 Recorded: 4/22/1957 Liber: 4289 Page: 577 3B Grantor: Woodhollow Properties,Inc. Grantee: Ingolf Halvorsen and Carol Halvorsen Dated: 6/22/1981 Recorded: 6/26/1981 Liber: 9024 Page: 449 3C Grantor: Ingolf Halvorsen and Carol Halvorsen Grantee: Philip Wolfe and Noele Wolfe,his wife Dated: 6/3/1994 Recorded: 6/16/1994 Liber: 11681 Page: 483 (continued) STEWART TITLE INSURANCE COMPANY BY: 24 -' Aj KATHLEEN HENNESSY Title Officer I Hauppauge,New York Sworn to before me this 2nd day of November,2017 CHRISTOPHER G.McKEEVER Notary0York 1:MC479444�{ Qualified in SuffolMe Co misrion EvIres 71;1 W tcheste0rAveTiue, u300 East 42nd Street,4th FI. 100 Motor Parkway,Suite 150 White Plains,NY 10604 New York,NY 10017 Hauppauge,NY 11788 NEW YORK METRO 800-853-4803 7-1698 fax Arl stewart -title" stewart.coart.00m/nymetro .I CHAIN OF TITLE FOR PREMISES ADJACENT SOUTHEAST (continued): District: 1000 Section 015.00 Block 05.00 Lot 024.006 Lot 162 on Map of Orient by the Sea,Section 2,filed 10/26/1961 as Map No.3444 3D Grantor: Philip Wolfe and Noele Wolfe,his wife Grantee: William Mauceri and Marcia Mauceri,his wife Dated: 8/10/2000 Recorded: 8/24/2000 Liber: 12065 Page: 831 3E Grantor: William Mauceri and Marcia Mauceri,being married to each other Grantee: Peter Lambrakis and Alexandra Lambrakis, as husband and wife Dated: 5/8/2012 Recorded: 7/2/2012 Liber: 12698 Page: 83 LAST RECORD OWNER STEWART TITLE INSURANCE COMPANY BY: KATHLEEN HENNESSY Title Officer Hauppauge,New York Sworn to before me this 2nd day of Novemb 017 ( St� G c Et n Notary Public,State of New rk' No Ot-MC479444 rr Quualified in Suiiolk I 71'flNesScftestEerAeenue,S ite 30 300 East 42nd Street,4th FI. 100 Motor Parkway,Suite 150 White Plains,NY 10604 New York,NY 10017 Hauppauge,NY 11788 NEW YORK METRO 800-853-4803 t V Yart title 9art.co -1698 fax stewrt.com/nymetro CHAIN OF TITLE FOR PREMISES ADJACENT SOUTH: District: 1000 Section 015.00 Block 05.00 Lot 024.007 Lot 161 on Map of Orient by the Sea,Section 2,filed 10/26/1961 as Map No. 3444 4A Grantor: Edwin H.King and Frances CTing Grantee: ,Woodhollow-Properties Dated: 4/r 5%f 057 Recorded: 4/22/1957 Liber: 4289 Page: 577 4B Grantor: Woodhollow Properties,Inc. Grantee: Robert W.Nilsen and Hazel MarierNilsen. Dated: 4/15/1973 Recorded: 4/23/1975 Liber: 7829 Page: 98 4C Grantor: Robert W.Nilsen and Hazel Marie Nilsen,his wife Grantee: Armand DeLuca and Irene DeLuca s wife Dated: 5/7/1993 x Recorded: 5/25/1993 Liber: 11630 Page: 438 (continued) STEWART TITLE INSURANCE COMPANY BY: J�X`hj-Ptn ✓lileSSN Title Officer 11 Hauppauge,New York Sworn to before me this 2nd day of November, 2017 CHRISTOPHER G.McKEEVER ' Notaiy Public.State of New York Notaryppu 1-MC479444 Qua ih Suffolk Cu ty . orffmisOon Expires 71'1 Westchester Avenue,Suite 302 300 East 42nd Street,4th FI. 100 Motor Parkway,Suite 150 White Plains,NY 10604 New York,NY 10017 Hauppauge,NY 11788 NEW YORK METRO / 800-853-4803 Stewart title 914-997/nym fax Stewart comnymetro CHAIN OF TITLE FOR PREMISES ADJACENT SOUTH (continued): District: 1000 Section 015.00 Block 05.00 Lot 024.007 Lot 161 on Map of Orient by the Sea,Section 2,filed 10/26/1961 as Map No. 3444 4D Grantor: Armand DeLuca and Irene DeLuca Grantee: Armand DeLuca and Jacquelyn A. He15— Dated: 11/18/1998 Recorded: 12/30/1998 Liber: 11936- Page: 1936-Page: 980 4E Grantor: Armand DeLuca and Jacquelyn A.Helsel Grantee: Armand DeLuca(50%)and Michael DeLuca and Christina Elli Elisabeth DeLuca(50%) Dated: 5/28/2009 Recorded: 6/12/2009 Liber: 12590 Page: 773 4F Grantor: Armand DeLuca(50%)and Michael Andrew DeLuca and Christina Elli Elisabeth DeLuca(50%), as tenants in common Grantee: Armand DeLuca(50%)and Michael Andrew''D'eLticYaJ asAenants in common Dated: 2/25/2012 Recorded: 7/23/2012 Liber: 12700 Page: 45 LAST RECORD OWNER STEWART TITLE INSURANCE COMPANY BY: ' KATHLEEN HEN1 SSY Title Officer Hauppauge,New York Sworn to before me this 2nd day of N vember,r O 1 t ' CHRISTOPHER G.MCKEEVER Notary No o1-MtC479444alle of `�York Qualified'n Suff Notary Pub11 i ,Commission Expires 711 Westchester Avenue,Suite 302 300 East 42nd Street,4th FI. 100 Motor Parkway,Suite 150 White Plains,NY 10604 New York,NY 10017 Hauppauge,NY 11788 NEW YORK METRO 800-853-4803 Stewart title 9art.co -1698 fax stewrt.com/nymetro CHAIN OF TITLE FOR PREMISES ADJACENT WEST: District: 1000 Section 015.00 Block 05.00 Lot 003.000 Lot 115 on Map of Orient by the Sea,Section 2, filed 10/26/1961 as Map No. 3444 5A Grantor: Edwin H.King and Frances C�.King Grantee: Woodh011OWtPP pies Dated: 14/15/1`957 Recorded: 4/22/1957 Liber: 4289 Page: 577 5B Grantor: Woodhollow Properties,Inc. Grantee: Robert Abrams and Patricia F. brains."$,is wife Dated: 11/9/1973 �� Recorded: 11/26/1973 Liber: 7538 Page: 134 5C Grantor: Robert Abrams and Patricia A--Rr in''o' s wife Grantee: Walter Johanson and Mary Pg J'ohansoriY Dated: 7/19/1976 Recorded: 8/10/1976 Liber: 8084 Page: 196 (continued) STEWART TITLE INSURANCE COMPANY BY: KATHLEEN HEM4ESSY Title Officer Hauppauge,New York Sworn to before me this 2nd day of November,2 17 CHRISTOPHER G.McKEEVER Notary Public,State of New York No 01-MC479444It Qualified h Suffol unty i Commission Expires Nk!ryy&lic 711 Westchester Avenue,Suite 302 300 East 42nd Street,4th FI. 100 Motor Parkway,Suite 150 White Plains,NY 10604 New York,NY 10017 Hauppauge,NY 11788 NEW YORK METRO 800-853-4803 tea` {. thio 914-997-1698 fax stewart com/nymetro CHAIN OF TITLE FOR PREMISES ADJACENT WEST (continued): District: 1000 Section 015.00 Block 05.00 Lot 003.000 Lot 115 on Map of Orient by the Sea, Section 2,filed 10/26/1961 as Map No.3444 5C Grantor: Walter A.Johanson, as surviving tenant by the entirety Grantee: Ralph A.Vanacore and Julia T.Va an core Dated: 5/5/1986 Recorded: 3/15/1986 Liber: 10039 Page: 88 5D Grantor: Ralph A.Vanacore and Julia T.Vanacore Grantee: R. Chris Vanacore and Douglas F. Vanacore, as Co-Trustees of the Julia T.Vanacore and Ralph A.Vanacore Irrevocable Asset Management Trust Dated: 8/5/2002 Recorded: 11/6/2002 Liber: 12218 Page: 505 5E Grantor: R. Chris Vanacore and Douglas F. Vanacore, as Co-Trustees of the Julia•T.Vanacore and Ralph A.Vanacore Irrevocable Asset Management Trust Grantee: Terence Pg Dated: ghlin Dated: 5/7/2007 Recorded: 5/22/2007 Liber: 12506 Page: 291 (continued) STEWART TITLE INSURANCE COMPANY BY: KATHLEEN HENNESSY Title Officer Hauppauge,New York Sworn to before me this 2nd day of November,201 i ✓ Not c E ovary u lic,State of New York No 01-MC479444 Qualified o-1 Suffolk my Commission Expires 711 Westchester Avenue,Suite 302 300 East 42nd Street,4th FI. 100 Motor Parkway,Suite 150 White Plains,NY 10604 New York,NY 10017 Hauppauge,NY 11788 � F NEW YORK METRO 800-853-4803 ste waft aft tit a 9art.co -1698 fax r stewrt.com/nymetro CHAIN OF TITLE FOR PREMISES ADJACENT WEST (continued): District: 1000 Section 015.00 Block 05.00 Lot 003.000 Lot 115 on Map of Orient by the Sea,Section 2,filed 10/26/1961 as Map No.3444 5E Grantor: R. Chris Vanacore and Douglas F.Vanacore, as Co-Trustees of the Julia T.Vanacore and Ralph A.Vanacore Irrevocable Asset Management Trust Grantee: Terence P. LcLaughlin Dated: 5/7/2007 Recorded: 5/22/2007 Liber: 12506 Page: 291 LAST RECORD OWNER KATHLEEN HENNESSY,being duly sworn, deposes and says: That she is an Officer of Stewart Title Insurance Company. That these are true Chains of Title of the adjacent premises as shown on the records of the Clerk of the County of Suffolk and the variance search under the above captioned title number. STEWART TITLE INSURANCE COMPANY BY: KATHLEEN HENNESSY Title Officer Hauppauge,New York Sworn to before me this 2nd day of November 20 7 v Notary Public CHRISTOPHER G.McKEEVER ' Notary Public,State of Ne&York No 01-MC479444" Qualified;n Suffolk uniy Commission Expires 711 Westchester Avenue,Suite 302 300 East 42nd Street,4th FI. 100 Motor Parkway,Suite 150 White Plains,NY 10604 New York,NY 10017 Hauppauge,NY 11788 1� .� O.H.=OVERHANG,H.E.=HEDGE,T.C.=TOP CURB ELEVATION L.G.=LEGAL GRADE G=GUTTER ELEVATION,EL-.=ELEVATION,IRR:=IRREGULAR,C.E.=CELLAR ENTRANCE - 0 +23.37 �' Of Q U_1 LL +21.38 J PLUM 11 SLANDLANE z + S87015'30"E i o J 2 _ I J + 142.06' 22.72 7) m Of Q� W E CO Of N ! 241.88' a ' O II O m II Ur . c) z S a z ! ofw w II LL zz o 15 e' 30.1' n a w LLI ro 251' Of LLll - L r 17.0• r � Q 3 N r O _ 31.2' 20 6' FOUNDATION P TF EL 28 06 n m M v - N I w (/ D 5..,-�':..• 44 1' cn 15 41 r - N W5 j w _ 0 APR 1 7 2018Z10 Lu En t.T at:� u �: ' . W j I " r C, TON OF SOUTHO0 En LD o D - N N (\jN N ZLd n1 O i O U) 00 o O O 'SURVEY SOLELY TO BE USED FOR BLDG. Z O DEPT. USE ONLY NOT TO BE USED FOR 0 Z f`I MORTGAGE OR TITLE PURPOSES 25.2 , 11 r25.I U) > OFFSETS & DIMENSIONS SHOWN NOT TO BE z fy USED FOR THE REMOVAL, RELOCATION, OR N88057'4O"W LAYOUT OF FENCES, HEDGES, CURBS, J CONCRETE MONUMENT 142,00' w WALLS OR ANY STRUCTURES FOUND v1 2F F- V) - 24.7 N w © 2018 FERRANTELLO COPYRIGHTED t 24.6 w Q ONLY A LICENSED LAND SURVEYOR CAN ESTABLISH BOUNDARY/PROPERTY LINES/CORNERS. i, N CALL US FOR A STAKE OUT. STAKE YOUR CLAIMI I U4 W FOUNDATION LOCATION w MONUMENTS HAVE NOT BEEN SET UNLESS REQUESTED. Z ~ THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE J BEYOND THE PURPOSE AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGA,GEMENr. a LOT 116 AS SHOWN ON"MAP OF ORIENT-BY-THE SEA,SECTION TWO" Z 5' (FILEMOCTOBER 26,1961,MAP NO 3444) O IT IS HEREBY CERTIFIED THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF a LOCATED AT: 11 W PRACTICE AND MINIMUM STANDARDS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF QC NEW 3 ORIENT, TOWN OF SOUTHHOLD J Z PROFESSIONAL LAND SURVEYORS �� FERRq �`Q ' 2 FOUNDATION LOCATION -10.2015 JM SUFFOLK COUNTY, NEW YORK O FOUNDATION STAKEOUT 2-8-2018 JM TAX MAP ID w W Z MEMBER OF THE NEW YORK STATE LAND TITLE ASSOCIATION DISTRICT 1000GATE By Z , SECTION 015.00, BLOCK 05.00, LOT 004.000 U. No REVISION DESCWPTION w MEMBER OF THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS `O ! SITE DATA w MEMBER OF THE NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS FERRANTELL® LAND SURVEYING P.C. Z ' �zr,� — 1" AREA OF PLOT=20,899 SO.FT. N Q MEMBER OF THE AMERICAN SOCIETY OF CIVIL ENGINEERS m , �, NEW YORK STATE LICENSED LAND SURVEYORS I'I"I -UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SFO <jC 5062 JQ SITE PLANNING&SUBDIVISION CONSULTANTS _ BUILDING&CONSTRUCTION LAYOUT PROFESSIONALS w SECTION 7209 OF NEW YORK STATE EDUCATION LAW. A��FESSIDNP�S N 12 WEST MALL W 0 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S ORIGINAL SEAL PLAINVIEW,NY 11803 PHONE WEBSITE:WWW.FOROUPPO.COM FAX AND SIGNATURE SHALL NOT BE CONSIDERED TO BE A TRUE AND VALID COPY. 516-248-2766 EMAIL:INFO@FGROUPPC COM 516-294-8570 x NOT RESPONSIBLE FOR SUB—SURFACE CONDITIONS OR ANY EASEMENTS OTHER THAN SHOWN SHEET: OF DATE. DATUM: SURVEYED DRAFTED CHECKED L� seal here 1SCALE: "=30' 12-12-2017 NAVD 1988 BY. CM/JM BY: JM BY JC 1 HOUSE DRIVEWAY r �-4 AREA: 3680.2 SQ.FT. 1775 SQ.FT. 100010 RUNOFF p2"PER HOUR 615 CU.FT. 297 CU.FT. ( TOTAL VERTICAL FEET REQ. 8 FT.DIA.X 15 FT. 8 FT.DIA.X 7 FT. O^ , h� � } O P, l INSTALL: (4)81X4'DRYWELLS (1)8'X8'DRYWELt CAPACITY: 676 CU.FT. 338 CU.FT. STNQI E READ HALF ROUND +LC ATTER STANDARD 5" NOTES: + 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. / C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT, 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. r'} B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP]DINT W CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. 4).PROTECTION: a Q DRY WELLS TO BE 10'MIN. A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. O B).7000H-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL AWAY FROM HOUSE COMPLETION• T.y a f� + Oa0 CA H a O n: pNSTRUCTION DUIVIPSTER U '- EL.24.1' BROWN LOAM OL O REMAIN ON SITE FOR ,URATION OF CONSTRUCTION 0.5' PALE BROWN SILT ML ORT-A-LAV TO REMAIN )N SITE FOR DURATION 4' )F CONSTRUCTION N r1 cn Q) O u O m m O �r O O RI �+ W 4 �F+ y BROWN SILTY SAND WITH 0 W � " 10%GRAVEL SM 0 q+ n dc+)LO n m ON l~ � N o W TO SAND(SW) _ 15' EL.24.1' BROWN FINE TO COURSE WITH 10%GRAVEL SW U • _ 23' � 4 NO WATER ENCOUNTERED i ONE BORING STOPPED AT [U ROCK AT 11' -. 23.8 N APPROVAL OF STORMWCodR NIANAGEMENT g CONTRO P N T w Date: It I' Approv d by: U 6 EROSION &SEDIMENT CONTROLS Shall include but not be limited to: A well maintained Construction Entrance, Wire Backed Silt Fencing,stabilization & Seeding of exposed and/or inactive soils. ,y_ a AT DRAINAGE INSPECTIONS ARE REQUIRED f t' DRAWN: MH/MS Contact TOS Engineering at 765-1560 before I SCALE: 1/4"=V-0" �.. �� JOB#: Backfill, OR Provide Engineer's Certification , has been installed to Code. 0' September 14,2017 that the drainage `s 3 SHEET NUMBER: s- 1 r EL. 24.8 N 880571`T011 VV ----------------------------- --,---- -- --j-- - ----------J--J--J---- ---- -------- - --J-- -- --1--1-- -- -- ' --1--�- 8' �x I deet'R�v, 150' FROM I BACK r`_----- - O �O r_ �-- � � WELL � AWASH/ � - r- � O N 20 MI 6c I N 45.1' 32' , O PROPOSED O POOL Ln r- 44.6' 65.,e i 20, MlN° f , r -1 M I i I � ra / I / r � / ................... ........................... 15.5' 18.5' r -' COVERED DECKPORCH8'X4' OUTDOOR SHOWER / / DW DRAIN TO DRYWELL / n I r4 44.3' s/OF �Iix r 4 31.4 15.5 I I r 4 HAY BAY W/ SILT FENCING 00 _ , I LIMITS OF CLEARING TO BE - NO MORE THAN 20' FROM OUTDOOR STAIR ^ ' DRAIN TO DRYWELL PROPOSED WORK AS ♦ ♦ ' r � � 20.6' INDICATED ON SITE PLAN � 2 STY. HOUSE , O r 4 1-iVIJ3C d- J CONSTRUCTION DUMPSTER ' TO REMAIN ON SITE FOR 1 F J ' DURATION OF CONSTRUCTION 1 :o � J GARAGE N \ 16.9' 25.1' N O PORT-A-LAV TO REMAIN \ / ON SITE FOR DURATION `r' • COVERED PORCH o OF CONSTRUCTION +� rn 8X8 DRYWELL 13 30.0' 162' 42.0' I 22.3' w/CATCH BASIN ' 31.7' J/8'X4' / SIDEWALK i ASPHALT F 4 DW � DRIVEWAY t 018'X4' 8'X4' O WASHOUT DW O ' F -Pk SOIL I F � LOCATION k4lo WELL \ F i EL. 22.3' - TEST HOLE ' I i i -- ' -- ' - ' -- ' -- ' -- ' -- - , -- -- -- -T-- --T--r-- T--r--T--T--r--T--T--T--T--T--T--T--T--T--T--T--T--T-- -- FRENCH DRAIN , L -- -- -, EL. 23.8 142 .06' S 87°15'30" E CONSTRUCTION ENTRANCE PLUMB I S L A N D LAN E SITE PLAN SCALE: 1" = 10'-0' RAIN RUNOFF CONTAINMENT- SCHDS REF# R10-16-0033 SURVEY OF PROPERTY HOUSE, PORCHES & GARAGE = 2,930 Sq. Ft- 2 t. 2,930 x 0.17 x 1 = 498 Cu.Ft. A T ORIENT 498/42.2 = 11.8 VF Provide (2) DWs. 8' x 6' Deep Or Equal TO WN OF SO UTHOLD DRIVEWAY (PERVIOUS) 800 sq.ft. 800 x 0.8 x 0.17 = 109 cu.ft. i SUFFOLK' COUNTY, N. Y. 109/22.4 = 4.9 VF HOUSE SEPTIC LOCATED IN REAR YARD Provide (1) DWs. 6' x 5' Deep I 1000-15-05-04 Or EqualYac H'. SCALE: 1'=30' 04-29-16 PROPOSED SEPTIC SYSTEM DECEMBER 10, 2015 (4 BEDROOMS) � LOT 96 MARCH 17, 2016 (REVISIONS) [1] 8 FT D/A.x 12 FT. DEEP PRECAST CONCRETE LEACHING RINGS I LOT 95 APRIL 28, 2016 (REVISIONS) BACKFILL WITH 3' SAND (SW) COLLAR LOT 94 I[1] 8 FT. D/A.x 6 FT. DEEP PRECAST CONCRETE EXPANSION RINGS VACANT DWELLING [1J 1000 GALLON PRECAST SEP77C TANK WELL VACANT i EL 23.8' PL UM- ]� s}� l .l, (�, r _T �� `�' $� , ` , ISLAND LANE EL 2 1.6' Suffolk Country Dept. Of CVU 852-5'00, 48 Hours In Ad•anv-* PIPE S87'15'30»E To Schedule i EL. 23.8. 142.06' PIPE WE ALL EL. 22.3' -- S�OQE G� i TEST HOLE w }�Dw,' 5�� 241.88' LOT 116 o '- 0) a- o oo� o� N ���ELI,A1'ar.0 LATE RAL MUST BE C., VACANT HOWN ON FINAL SURA Ty i 30.0' 21.4' — — — 30.0' O LOT 115 �° GARAGE Pi �'s.o' ;,DW; 's DWEL I 22.8 w �-• °' LOT 117 LING I PROPOSEDI WELL DWELLING I � 2 STY. HOUSE 6 I I 4 BDRM. :J flN.". EL. 25.01 b I PORCH ___ METAL—"P41.3' L 57 4' COVER W - - - — — — — - - •- - - - AREA OF ; O o — ST C.P. (V !' e AREA OF N 5' E ��' �? a C.P. 0IN''. 'yN 20.0' i Z �� g" PROPOSED o C�J7 ----' ` POOL o {� �`l LP FLOOD ZONE PROPOSED v ' v POOL DRY WELL IPE JLEL. 24.7, --------�� -----------=- (� L EL_ 24.8' PIPE C' 4-.� " � '`�° UTILI r » OVfiWs , UTILITY POLE N88'57 40 W 142.00 I POLE "MAP OF ORI NT BY n�if,? EII'y �71�NTHREE' I MAP OF ORIENT BY THE SEA SECT70N THREE" I MAP OF ORIENT BY THE SEA SECTION THREE SU FFO C�7UNTY FILE,-�yb. 6160 ' SUFFOLK COUNTY FILE NO. 6160 I SUFFOLK COUNTY FILE N0. 6160 LOT DWELLING 162 L T 160 � LOT 161 O I DWELLING DWELLING SUFFOLKCo�mm,DEPA7T1!4E a►OF 1-15ALTH 8wrVICES D WELLI I I PEEivI(T Fop 11PF'1?rJ1�AL OF �lc:•lora {"osti A i I c3lNGLC 1'Ah1IL1 RES(:)--,110E 1 ----- _ I - I WELL SAY 2 5 201 S. w ?� 10 (0 AREA OF SEPTIC DATE �' �� ° '' , 150 + AREA OF SEPTIC WELL WELL APPROVED --- ' 1 150 +- 50 + Fon MAY.Ir,lum Or 8'Emp30?;;S TEST HOLE DATA SEPTIC SYSTEM CROSS SECTION EXPIRES THREE YEARS F1`o`'" DA E Or APPROVALN.T.S. McDONALD GEOSCIENCE 10/08/15 PROPOSED HOUSE FINISH GRADE EL. 24.1' BROWN LOAM OL FlN. FLR. EL24.1' AREA = 20,899 80. FT. ----_ 0.5' EL25.0' h:A, PALE BROWN SILT ML ST - • = PIPE ----- 4 BROWN SILTY SAND 000== FLOOD ZONES FROM FIRM J6103CO086H WI7H 109 GRAVEL SM a00 R?a 3' SAND 3' SAND ELEVA77ONS ARE REFERENCED TO NA VD 88 $ COLLAR COLLAR t� s' SAND (SW) a LOT NUMBERS REFER TO MTO AP OF ORIENT BY THE _____ 15' •._�._. . .�.. .� , , SEA, SECTION TWO" FILED IN THE SUFFOLK EL. 9.1' COUNTY CLERK18 'S OFFICE AS FILE NO. 3444. BROWN FINE TO COARSE SAND 6' SAND SW WITH 109 GRAVEL SW - I 0 6 ? ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ONPECONICP.C. OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. 23' Dig down 8' dia. to sand (SW). SAND "'�URYEYORS, EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77FICA77ONS Remove material and SW (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF NOTE. NO WATER ENCOUNTERED back fill withsand (SW). EL 9 1' P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR BORING BY ROCK AT 11' SAND I ONE eo c 1230 TRA STREET WHOSE SIGNATURE APPEARS HEREON. SW - SOUTNOLD, N.Y. 11971 15-216 NMI N PLUM ISLAND LANE 24.13' EDGE OF ASPHALT I S87015 ' 30"E 22.88' 24.2' DRAIN 142. 06 ' 24.78' i D.w.; W - - -- E 25.8' r� 241 - 88 ' N8'0 x ai w • 4• 25.4• ��' -0 O LO V 26.8' O D W Hyl _ W EI_L 26 9' -4 / l r% 27.1' S SLATE WALK 27.3' 2� 1', z7 22.0' 27.2' 30.0' ao R.O. OPEN PORCH 15.9' ASPHALT o o_ o, V DRIVEWAY N N I 25 1'I --20.5- 17.0 -20.rj'17'0 I ` I EGRESS GARAGE I \ WINDOW 3 G.F. EL. 27.40 I DORMER/ - I #1705 � GATE 20 6' -� 2 STY FRAME RESIDENCE 26.9' FF EL. 29.63 m RIDGE EL. 55.38 ® UNDERGROUND _ PROPANE 27.3' /!!i/ EGRESS 0 (TI WINDOW 5' METAL FENCE < 15.4' _LD DORMER 15.4' �J44.1' DORMER to --.-- =j - 27.4' u m D.W• ! 5' METAL FENCE A DECK A smxa' R.O. OPEN PO / I N RCH , DECK 4.2' In co Mj 7.0' 58.1' 27.3' V ) I r • / ! � h� 24.8' I v W / O 1 PATIO = r - N �9 1EA /Jd/'\'7 27.1' OO ^15007. GAL 31.7'L.P.NHOT POOLL0O \� 80 xTUB BACKWASH FO;tO 0 12'DEEP 0POOL EQUIPMEP i44.9' -O 27.0' 27.0' /r/n�zN D.W Wa z/26.4' IR� 3.4'N 7.1' E z 26. FILTF____ 26.2' H OH OH 3.9,N7'--OHN88057 ' 40"W 12.5' E 5' METAL FENCE 14 2 . 0 0 ' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR 24. 7 ' 2LE, (� ASINGLE FAMILY RESIDEN^E � ?"V/ 0 l X19 H.S.Ref. No.tZ IO I (�~ 0033 L C 1 ae , i i i Inspected and orLU < The sewage �certified bosal and y this DeparUrentlOr otheties at�ageis nrelo and foun have,nd to 1 t _ be satisfactoryFOR A MAXIMUMDF, `k BEDROOMS. NOVC. - 4 2019 N ao N I , Craig {<nepgr, P.E., Chief L ` N SIZE AND LOCATION OF SANITARY SYSTEM & ! - ' - " DRYWELLS BY OTHERS c {' N C 2014 FERRANTELLO COPYRIGHTED i LU ONLY A LICENSED LAND SURVEYOR CAN ESTABLISH BOUNDARY/PROPERTY LINES/CORNERS. CALL US FOR A STAKEOUT. STAKE YOUR CLAIM! C, U) MONUMENTS HAVE NOT BEEN SET UNLESS REQUESTED. FINAL SURVEY 3 LU THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE Z BEYOND THE PURPOSE AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. 6 MAP OF: ORIENT-BY-THE-SEA SECTION 2 N LOT 116 Q PRACTICE AND MINIMUM STANDARDS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF ,. 3 Yi FINAL 7l"29119 LU IT IS HEREBY CERTIFIED THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF - LOCATED AT: ORIENT, TOWN OF SOUTHOLD D_ PROFESSIONAL LAND SURVEYORS RB SU ---_--- -, - - -- - - FFOLK COUNTY, NEW YORK y FND LOC 4/10/15 --. LU MEMBER OF THE NEW YORK STATE LAND TITLE ASSOCIATION 1 DAA MEMBER OF THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS t FND STK 2/8118 TAX MAP ID: DISTRICT 1000, SECTION 15, BLOCK 5, LOT 4 0 MEMBER OF THE NATIONAL SOCIETY OF PROFESSIONAL SURVEYORS No REv1s1oN DESCRIPTION ev MEMBER OF THE AMERICAN SOCIETY OF CIVIL ENGINEERS SITE DATA: W FERRANTELLO LAND SURVEYING P.C. Z AREA OF PLOT=20,899 SO.FT. W NEW YORK STATE LICENSED LAND SURVEYORS SITE PLANNING&SUBDIVISION CONSULTANTS W BUILDING&CONSTRUCTION LAYOUT PROFESSIONALS W UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF y 12 WEST MALL Q NA PLAINVIEW, NY 11803 Z SECTION 7209 OF NEW YORK STATE EDUCATION LAW. ' Q aass �i�,E� PHONE WEBSITE :WWW.FGROUPPC.COM FAX " 516-248-2766 EMAIL: INFO@FGROUPPC.COM 516-294-8570 OF U COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS ORIGINAL SEAL U AND SIGNATURE SHALL NOT BE CONSIDERED TO BE A TRUE AND VALID COPY. seal here SCALE: 1„_20 DATE: 12/12/ZO17 DATUM: $$ SURVEYBED CM/JS DRAFT RB CHECKED BY: - SHEET: 1 1 � NOT RESPONSIBLE FOR SUB-SURFACE CONDITIONS OR ANY EASEMENTS OTHER THAN SHOWN U_ REVISIONS SITE DATA: SCTM # 1000-15-05-04 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 20,899 SQ.FT. 0.48 ACRES ESTIMATED AREA OF 18,000 SQ.FT. GROUND DISTURBANCE: +/- PROPOSED HOUSE: 2789.4 SQ.FT. 13.3% 1200 CU.YD. 300 CU.YD. NORTH PORCH: 260.4 SQ. FT. 1.2% 4 CU.YD. 2 CU.YD. SOUTH DECK: 303.3 SQ. FT. 1.55% 6 CU.YD. 4 CU.YD. 142 ,001 EL. 24.7 SOUTH PORCH: 315.7 SQ.FT. 1.5% 2 CU.YD. 1 CU.YD. 8805714011 PROPOSED POOL: 512.0 SQ.FT. 2.5% 125 CU.YD. 25 CU.YD. EL. 24.8 I --i___'___f___i_-----------,------;------;---- - -- '_ �- -- - - - -- - \ - _ - - -- - - r - - I IF PROPSED SEPTIC SYSTEM: 3-4 BR SYSTEM 175 CU.YD. 25 CU.YD. -18'X2' O ` \ 150' FROM F PROPOSED DRYWELLS: 4-8'x4',i-8'x8' 30 CU.YD. 6 CU.YD. toLrn \ WELL ------ I BACK - I ; AWASH/ 20, A41 \ 65.0' i I ' J TOTAL: 4180.8 SQ.FT. 20.0% 1542 CU.YD. 363 CU.YD. I 45.1' 32' I I N N SEPTIC SYSTEM PER PECONIC i I IV Q \ SURVEYORS, DATED: 04/28/2016 PROPOSED t^ POOL I STORM WATER MANAGEMENT DETAILS \ I I ' O o ; � Il ; , rn I I I I I - 65.4' .•t HOUSE DRIVEWAY I ' 44.6' �. \ \ i F it AREA: 3680.2 SQ.FT. 1775 SQ. FT. Q I j \ 100%RUNOFF Q2"PER HOUR 615 CU.FT. 297 CU.FT. 2o 1 "t/Ivy TOTAL VERTICAL FEET REQ. 8 FT.DIA.X 15 FT. 8 FT.DIA.X 7 FT. 0 a I th /,``� INSTALL (4)8'X4'DRYWELLS (1)8'X8'DRYWELL r � � I O � CAPACITY: 676 CU.FT. 338 CU.FT. I r � / \ I i i SINGLE BEAD HALF ROUND GUTTER / \� I F ! NOTES: STANDARD 5" :2 �A:4 I \ I 1),EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. � I M M 2).PREPARATION: 1 / F J A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. Irt_ p / I B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR t5.5r COVERED 10.5 ' / ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. PAINT\ DECK -/ / I METALS W HAPRO ECTIVE BACK NG PA ILED METAL SURFACES AND NT. IN CONTACT WITH DISSIMILAR PORCH 8'X8' OUTDOOR SH ER / J 3.INSTALLATION: r r I / I\ \ I A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. I I DW I `^�' DRAIN TO DRYWE�L / rl: \ \ // 1 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. l / F J 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. �1 Al 1 a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND Lu VIII ' 4y,3' \ /,_ t,�// ACCESSORIES. 9 F J B).ALUMINUM:RIVET AND CAULK WITH A]BUTYL SEALANT SLIP JOINT r_, l I CONNECTORS. W 1 1 15.5' ]\ / I I 3).CONNECT DOWNSPOUTS TO STORM SEWER,SYSTEM AS INDICATED.SEAL ;7 r 3 1. \ / i J CONNECTION WATERTIGHT. a 'T 4).PROTECTION: \ / I J DRY WELLS TO BE 10' MIN. A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. 00 / / I I AWAY FROM HOUSE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL O � COMPLETION. I-� ✓"' -� HAY BAY w/ SILT FENCING r Yi / / J ° o a 0 ►-a Z LIMITS OF CLEARING TO BE ' OUTDOOR STAIR 1 NO MORE THAN 20' FROM r -4 DRAIN TO DRYWELL ii 30.9 Z - - - 20.6' PROPOSED WORK AS - ♦ -� - r 4 - r _--- C� INDICATED ON SITE PLAN 2 STY. HOUSE r � O I � J I O ^' EL.24.1' V .fir BROWN LOAM OL 0.5' I I 4 \�•�•\• 1 GARAGE N ' 1 �•� 16.9' I ' PALE BROWN SILT ML L�1 25.1' cv I I I � • � I 4 F, COVERED PORCH O o ' TZ .0' 16.2' � F 42.0' 22.3' 1 F � m ago \ I I 31.7 I m CU u \ \ \ I I � ' coM cn o ' 1 \ ` '\ I 1 ' SIDEWALK 1 ! ��`` U \ ASPHALT x o � r _ - - / , DRIVEWAY a BROWN SILTY SAND WITH � � E 1 i - -C �� / - - - i i 10%GRAVEL SM � u .J 8'X8' � I I Q I In U I'DM r-+ 11 ( L F `! O I / 01 ��• ± / \ i TO SANEL.244.1'' - 15' MINIMUM 50 SEPERATION WELLS - DRYWELLS F 5 i PER SCHDS PRIVATE WATER SYSTEM STANDARDS I 8X8 ' �1J BROWN FINE TO COURSE � SECTION 406,.4-3 TABLE 1 ' ' _ w i DW WITH 10%GRAVEL SW I I WELL j V \ �I _ j 23' V 1 I EL. 22.3' TEST HOLE \ I O + EL.:24.1 \ i i NO WATER ENCOUNTERED V) ONE BORING STOPPED AT EL. 22.3' IT--T--T--T--T--T--T--T--T--T--T--T--T-- l - ,-T--T---- T--T-- --r--T--T--T--T--T--T--T--T--T--T--T--T--T--T--T--T--T--� FRENCH DRAIN _' EL. 23.8 ROCK AT II' L TV 11 142 .06' 8 87O 151 30 E o ' 3 � 241.88 CONSTRUCTION �' !< ENTRANCE AUG 1 7 2018 V x PLUMB I S L A N D LANE � � .` ' �y F tN' DRAWN: MH/MS SITE PLAN 1Y g I` r � ;' ® rY!' nCI. �'"• SCALE: 1/4"=1'-0" SCALE: 1" = 10'-0' �' . �, � JOB#: August 16,2018 .. _. SHEET NUMBER: REVISIONS: SITE DATA: SCTM # 1000-15-05-04 FR 0 VS01 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: A FII -2 D A IN 7 D -7 PROPERTY: ATE, nut -1:kZ24-LZ B.P.B.P. 4�_ 20,899 SQ. FT. 0.48 ACRES ;;L'r. - � _- rl,, Z53 ("1117 BY: x ti, I'V2 RECUi"T.', Fl- -LE- ESTIMATED AREA OF 18,000 SQ.FT. N0Tii'Y BUILDING 0`�-�P`-71,`,IENT. AT GROUND DISTURBANCE: 76L-1802 8 AM TO 4 F.,' 1: )p FOLLOWING INSPE""TIONS: FOUNDATION - 7A10 REQUIRED FOR POURED CONCRETE PROPOSED HOUSE: 2789.4 SQ.FT. 13.3% 12010 CU.YD. 300 CU.YD. 2. ROUGH - FRAMING & PLUINABING1 NORTH PORCH: 260.4 SQ.FT. 1.2% 4 CU.YD. 2 CU.YD. 3. INSULATION 4. FINAL - CONSTRUCTION MUST .- r :, q r:n ' SOUTH DECK: 303.3 SQ.FT. 1.55% 6 CU.YD. 4 CU.YD. BE COfi.`!PLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE f 142 -00SOUTH PORCH: 315.7 SQ.FT. 1.5% 2 CU.YD. I CU.YD. 1- 0 U L EL. 24.7 REQUIREMENTS OF THE CODES OF NEEW YORK STATE. NOT RESPONSIBLE FOR N PROPOSED POOL: 512.0 SQ.FT, 2.5% 125 CU.YD. 25 CU.YD. DESIGN OR CONSTRUCTION ERRORS. "T EL. 24.8 FT ClEiR lFirpi N 88°5 7'40 k \J v --- ------ ------ ------ z PROPSED SEPTIC SYSTEM: 3-4 BR SYSTEM 175 CU.YD. 25 CU.YD. TRUSS PLACARDING REQUIRED ------- 0 150' FROM PROPOSED DPYWELLS: 4-8'x4',I-8'x8' 30 CU.YD. 6 CU.YD. ELECTR,' 8'X2'\ -,6 Sl. An r-r.tator 11gliting CAL VN ---s WELL LZ BACK ------ installed,replaced or INSPECTION R OUIR"'D r_j I W-A I ASH repaired,rholl cOnfOr Mi DO NOT PROCEED WITH 0 1 r- \WASH/ 201 AM 1 65.0' 0 TOTAL: 4180.8 SQ. FT. 20.0% 1542 CU.YD. 363 CU.YD. to Chapter 172 FRAMING UNTIL SURVEY of the Tovrn Code OF FOUNDATION LOCATION 45-11 32' HAS BEEN APPROVED. SEPTIC SYSTEM PER PECONIC 1 r_j I SURVEYORS, DATED: 04/28/2016 0 Ln 201 A4P PROPOSED PL I Jill,5 ET� C E R TIFICAnav 1)A1 L FAD CONTENT BEFORE PLUMBING POOL m STORM WATER MANAGEMENT DETAILS. �D c; ALL PLUMBING WASTE in 0 0 L. Is J &WATER Ll"IlIES N'21-1) 0 , ,-,L TESTIN;G BEFO'--�F_COVERING 65.4' HOUSE DRIVEWAY 5 DER USED IN WATER 44.6 AREA: 3680.2 SQ.FT. 1775 SQ. FT. S ,4U!-7L.)"SYSTEM CANNOT 0# PER iOUR 615 CU.FT. 297 CU.Fr. 100%RUNOFF @2 EXCEED 2,110 OF 1% LEAD. twitional rtifIcation 20F MIN. TOTAL VERTICAL FEE7 REQ. 8 FT. DIA.X 15 FT. 8 FT.DIA.X 7 FT. Ce C red. rl - 111st provide Manu:als May Be Rcqtll INSTALL: (4)8'X4'DRYWELLS (1)8'X8'DRYWELL S as per D, 3 and I I • CAPACITY: 676 CU.FT. 338 CU. FT. ra code Blower door 11 r NYS Ene and ductwork I SINGLE BEAD HALF ROUND GUTTER a I STANDARD 5" r NOTES: testing required. I I I t= 1).EYECUTION: r-Cr7p�p, kf.,l TER RUINOFF r .......... a...................... A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. i- , A:E I I ....... F,URSjUA;`,.7 TO CHAPTER 236 2).PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. llirrz T 0 N C 0 D E, 11 15.51 18.5' B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUSISTRATE UNDER THE PROJECT CONDITIONS. COVERED C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR DECK METALS WITH PROTECTIVE BACKING PAINT. OWER J F, A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. PORCH 81X41 8'X4' OUTDOOR SH 3.INSTALLATION: D\y) DRAIN TO DRYWELL : r_� 1).GLITTER TO BE PITCHED TOWARDS LEADERZ 1"TO 2"FOR EVERY 40'OF RUN. DW 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a),COPPER/LEAD:FLASH AND SOLDER GUFTTERS TO DOWNSPOUTS AND 44.3' el ACCESSORIES. w J B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. W 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL 15.5' 4 31.4 CONNECTION WATERTIGHT. 4).PROTECTION: -4 Lri! DRY WELLS TO BE 10'MIN. A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. u 00 lol AWAY FROM HOUSE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL 0 "I I I COMPLETION. 4 1`_ I >, HAY BAY w/ SILT FENCING 00 0 0 4 LIMITS OF CLEARING TO BE OUTDOOR STAIR 4 DRAIN TO DRYWELL 3 .91 NO MORE THAN 20' FROM I - - z ♦ ' PROPOSED WORK AS 4 1 20.6 INDICATED ON SITE PLAN 2 STY. HOUSE 0 .4 r C; _j CONSTRUCTION DUMPSTER TO REMAIN ON SITE FOR EL.24.1' 4 DURATION OF CONSTRUCTION BROWN LOAM OL 0.51 4 11 41 1 GARAGE CN PALE BROWN STILT ML 16.9' ( 1 ` PORT-A-LAV TO REMAIN 4 0 L_� , 25.1' cj Nl s,_ON SITE FOR DURATION 4 COVERED PORCH b - OF CONSTRUCTION 4' 8X8' DRYWELL 4 W/ CATCH BASIN 30.0 16.2 42.0' 22.3 E ")7 31.71 u m r 4 C) Lf) cp, SIDEWALK 1 I I ' 11 4 0 4 >< 0 ASPHALT rz @ 8'X4' 4 1 DRIVEWAY 4 Cj DW BROWN SILTY SAND WITH Lr) E 10%GRAVEL SM 00 Pq 4 Cz u ..J F _ �?j� / / \ / 8'X4' F. 4 5 ( CONCRETE DW WASHOUT E r. 6 0 q;d" 0 F SOIL • 4 TO SAND(5W) 15' 0 LOCATION NEL.24.1' BROWN FINE TO COURSE WITH 10%GRAVEL SW FEE, WELL Nii, u TEST HOLE 23' u EL. 223 EL.:24.1 NO WATER ENCOUNTERED 0 V) -------- ------ _T__T_ FRENCH DRAIN ONE BORING STOPPED AT L. 22.3' ------I ---1 -1 ---I ---1 __T__T__ T T--------T--T--T--T--T--T-----T--T--T--T--T--T--T--T--T--T--T...... loe -------- EL. 2 3.8 ROCK AT 11' 142 -06' S 87015'30" E 241.88' CONSTRUCTION ENTRANCE PL U M B I S L A ND L .�,r,-9,E D A,,yo, IN & u I id I SITE PLAN * t �� DRAWN: MH/MS N SCALE: 1/4"=V-0" SCALE: 1" 10'-0' (P JOB t, September 14,2017 10 2339 _(0 SHEET NUMBER: OF NE14 s REVISIONS: ROOF: ROOFING: TIMBERLINE ULTA HD SHINGLES(PEWETER GRAY) http://www.gaf.com/ RAILING AZEK PREMIER RAIL(w/AZEK ADA HANDRAIL AT STAIRS) http://wvAv.azek.com/ RAMS CROWN TRIM ON 1-800-ROOF-411 1-877-275-2935 5/4X6 STEALTH TRIM FASCIA: 1X8 VERSATEX http://versatex.com/ MISC.: CHIMNEY: BORAL STONE RIVER ROCK CULTURED STONE http://www.boralamerica.com/cultured-stone 724-857-1111 800-255-1727 'I + ' http://versatex.com/5/4X4 STANDARD I RAKE: 1X8 VERSATEX 724-857-1111 CHIMNEY CAP: HY-C STAINLESS STEEL CHIMNEY CAP) STEALTH TRIM SOFFIT: 1X6 E&CB T&G VJ BEAD BOARD VERSATEX http://versatex.com/ EXPOSED FOUNDATION: STUCCO 724-857-1111 HISTORIC WHITE 1/2 ROUND ALUMINUM w/LEADERS(SEAMLESS) I HEAVY SILL NOSE I GUTTER: INSTALL WITH RHINO GUTTER GAURD SYSTEM L — — — — — — — — — — — — - WALL: SIDING: 18"RED CEDAR R&Rs EXTERIOR TRIM DETAIL VERSATEX TRIM STEALTH SURROUND TO BE MAIN ROOF FREEZE BOARD: 5/4X8 VERSATEX http://versatex.com/ _ INSTALLED ON ALL EXTERIOR OPENINGS 724-857-1111 PORCH ROOF FREEZE BOARD: 5/06 VERSATEX http://versatex.com/ 724-857-1111 141 L\1a EXTERIOR CASING: ANDERSEN 2"CORNICE w/3-1/2"FLAT TRIM,SILL NOSE http://www.andersenwindows.com/ 1-888-888-7020 PORCH: ROOF GIRDER WRAP/TRIM: 1X VERSATEX(VIF) http://versatex.com/ 724-857-1111 1ST.FLOOR PORCH CEILING: IX6 E&CB T&G VJ BEAD BOARD VERSATEX http://versatex.com/ w/PERIMETER PVC TRIM 724-857-1111 DECKING: 5/4X4 MAHAGONY rT, O co A 11111111111 11T 11 Q vi W W Ow x O � z° O i con W I � z PROPOSED WEST ELEVATION p., O SCALE: 1/4" = 1' o U � 01 0 N v X r v .0. .� o" V L (u \ x � � 01 v� � o - - 00 W H U d o LE Ll I lil 11 - I � x d — - - — GE�DgR a 777 >rvlrw cy nDRAWN: MH/MS SCALE: 1/4"=1'-0" PROPOSED NORTH ELEVATION N JOB#: - September 14,2017 / OF SCALE: 1/4" = 1' ��� p 339 Q� SHEET NUMBER: NEW�O f , REVISIONS: http://www.gaf.com/ RAILING AZEK PREMIER RAIL w RAMS CROWN TRIM ON ( ROOF: ROOFING: TIMBERLINE ULTA HD SHINGLES(PEWETER GRAY) 1-800-ROOF-411 ( /AZEK ADA HANDRAIL AT STAIRS) http://www.azek.com/ 1-877-275-2935 5/4X6 STEALTH TRIM FASCIA: 1X8 VERSATEX http://Versatex.com/ MISC.: CHIMNEY: BORAL STONE RIVER ROCK CULTURED STONE http://wvtw.boralamerica.com/cultured-stone 724-857-1111 800.2554727 5/4X4 STANDARD RAKE: 1X8 VERSATEX http://versatex.com/ CHIMNEY CAP: HY-C STAINLESS STEEL CHIMNEY CAP STEALTH TRIM 724-857-1111 ) I I SOFFIT: 1X6 E&CB T&G VJ BEAD BOARD VERSATEX http://versatex.com/ EXPOSED FOUNDATION: STUCCO n 724-857-1111 HISTORIC HEAVY SILL NOSE I GUTTER: WHITE 1/2 ROUND ALUMINUM w/LEADERS(SEAMLESS) INSTALL WITH RHINO GUTTER GAURD SYSTEM L — — — — — — — — — — — — - WALL: SIDING: 18"RED CEDAR R&Rs EXTERIOR TRIM DETAIL VERSATEX TRIM STEALTH SURROUND TO BE MAIN ROOF FREEZE BOARD: 5/4X8 VERSATEX http://versatex.com/ INSTALLED ON ALL EXTERIOR OPENINGS 724-857-1111 PORCH ROOF FREEZE BOARD: 5/4X6 VERSATEX http://versatex.com/ 724-857-1111 EXTERIOR CASING: ANDERSEN 2"CORNICE w/3-1/2"FLAT TRIM,SILL NOSE http://www.andersenwindows.com/ 1-888-888-7020 PORCH: ROOF GIRDER WRAP/TRIM: 1X VERSATEX(VIF) http://versatex.com/ 7208574 U I 1ST.FLOOR PORCH CEILING: 1X6 E&CB T&G VJ BEAD BOARD VERSATEX http://Versatex.com/ w/PERIMETER PVC TRIM 724-857-1111 DECKING: 5/4X4 MAHAGONY O Q � w W off a C E[E 0 I -- - - W a o O ' 1 H - °' � w 0 All 1 11 11 1 11 Ill 1111111 11 1 11 U � - - PROPOSED EAST ELEVATION SCALE: 1/4" = 1' N v O O m � 1 al To 2 X O v w@x m v 040 cz vein o Q o0 E=j O iLL -PY7 U) or - - N o ILU 4 D D ,C�� REDq,Qc - - - - _ �� ti� � DRAWN: MH M/ S SCALE: 1/4"=V-0" JOB#: 2?339 September 14,2017 op N E W'(0 SHEET NUMBER: PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1' --2 REVISIONS: B FLOOR SYSTEM 15#-6" 25'-61/2 189-6$1 (SEE FOUNDATION PLAN) 5/8"dia.ANCHOR BOLT —91/2 —0 —9" ' "1'— w/3X3 SQ.WASHER,NUT 9' 9' 11 A @48"OC , V I I I II 1 1 1 1 1 1 II 1 1 1 1 1 1 II 1 1 1 1 1 1 II I I I V II I I I i l l l l l l l I I!I II 1 1 1 1 1 1 1 II I I I I I I I I I I I I I I I I II 1 1 1 1 1 1 II I VI I I III I II 1 1 1 1 1 1 II I I II 1 1 1 1 1 1 1 II I II I I I II 1 1 1 1 1 1 II I II I I II I I I SLOPED GRADE n D 2X6 ACQ SILL PLATE(S) -----------------� --- -----------------------�-- --�-- (AW AY FROM BLDG.) ° TERMITE SHIELD -- - - 1 1 1 1 1 I I V I I I _-_____�_ ___-J_ J- _ _ 1___ 1_ '0 SILL SEAL _ ___ ___1_ -'_-_ _ ==__F __ _ _ _ _____ ________________ -__ _ __ ___ _-_---- __ _ __ -------------------- - - I III D 15' 6" 1 1 1 (4)2X10 ACQ GIRDER 1 1 (4)2X10 ACQ GIRDER 1 1 1 f----- -----, •-----' •-----a-----4 12"dia.CONC.PIER 1„ 7,—6„ 71-61P ,—6„ 1'11/2 3'X3'X1'CONC.FTG. 1 -4 8 —9 8 —9 1 — 3'BELOW GRADE , D _____________________________ __ _ _ __ __ _I____ _ __ ____ _ _ _--------------_ __________ __ _ IIII III 1 1 1 1 (3)2X1ACQ GIRDER ,-- -- 1---(3)2X10 ACQ GIRDER --1-- -- I •-- --+------------------ ---- --------------------�-- --+ 1 I (3)2X10 ACQ GIRDER 1 1 (3)2X10 ACQ GIRDER I 1 - -'------------------'- ' 1 __ ___ ____ ___1 _ 1 1 I I _- ---- -` ------- _ ---- - ---- ------ ----------- VIII D D _________C _C__________________7= 1 1 __ �__________._____________C __ _C___________________I___ 1 p i i i i i ASPHALTUM DAMPROOFING 4 e g'_p” '-' ---' I - •-----' •-----� MEMBRANE TO GRADE w i.G - ---------I 15'-51/2” 44'-1" i 4, 0„ 0„ III I I a D N 00 ° I v ' I II a o SIX NI 23'-61/2 19 -61/2 1 �p 10"POURED CONCRETE __ D 1�� V ti _ -- --+ • - - + ' FOUNDATION WALL I e ' N 4 12"dia.CONC.PIER - ; 3500 sl II mssax xaaa�ll � Q-' 3'X3'X1'CONC.FTG. ' O-1 1 III I I D ' ------------- ---------------------------------------�-- - ------------ ----------------------------------------- T-BELOW-GRADE ----- ------ - = e 4 1 4 . • • . • • • . . • e 1,I 'I1 CO cvr . a p . o a p . e . o • . a • a a ' � a • a , a • a , a , a . , ,�. i I n ' 1/2"PREMOLDED FILLER 4 p Pd • OUTDOOR .11 TPERIMETER OF SLAB i----- --------------------------------- 'V^1 1 I1a•.o , ----------------- -SHOWER I4 , I a• �°, ,I PERI_M 4 DDi--------------------------------------- I CeABOVE ___-_-_-_� p- r4' •CONCRETE SL°AB -- ---------- a tOGdzCJ°I' • 4d ° d 4 dApdv D4 d ' On z `� . —4------------------------------------ ----- PIPE(TYP.)I a OR GRAVELI I ( I ff I .a I IY 11111 p W I11�i11�' #5 1�EBAR 60ksi I . i II111 , • , O oV I 1111' --- I J 11}'1:111 ,. ^ � c I i Ln 24" ' P-4 O N Y, x X X by I L < 11111 (( 11 0 \ `j i ' i i v iiiii w Q i ,° ,o i I 11111— \�I O Iilll W V I • ,4 I s-- X '� 00 % I I 00 M 11111 W C = - SOIL CONDITIONS ASSUME SAND AND GRAVEL E VIII m N V ' I I [t VIII � x W f I Q 0 I X X 1- /IVY BACKFILL WITH CLEAN FILL. IN i ° 1 III11 N N I , V • I 1 VIII Lxn 't I D •,4 I 1 Q I � I it111 ' ' FOUNDATION WALL DETAIL X I i i , , ' I I P CH TO DR N ------------ 151—go,AINTO IE ' V i C ' I ' 11111---- IN DR ELL I I 0 15'-9" _ X I o 11111 I SCALE: 1/2" — V-0" I 4 ' I 11111 I v ' IHUI101/x" 00 1111 W u a 7'—71/2" 7'—71/2" 7'—71/2 7'—71/2" 7'—61/2" 4t- 14'- 113/4 I '—0 —11/2" 3'—3 9P-41/2#o I •d I IiWL- = 1 ,• I • I 11111 r- Q I __________ 4 _IF______ ________ W ------tmrh�ya r --, et•p ,n 1 �------ ------ W 1 I ' 1 Ills 1 ---+ ---------• ----------+ 1 I I . , h. I II11 x x I 5X5X1/4 TUBSfI'Et--- 1 15XSX1/4 TUBE$TEEF� 1 I 5X5X1/4 TUBE STEEL __--_- , pa 1 11111 Ln o-- 1 42"X42"X129 FTG. I 1 1 42"X42"X12"FTG. 1 1 ' 54"X54 02"FTG. r--- - V 1 ---- 1 D ' I II11t 3 1 w/(4)#5EAC;HWAY ; ' iw/(4)#5 EACHWAy _ _ ' _ w/(5)#SfACHWAY i r-- ----------------------------------------------------- rD ------- ------- _-_-__-14)13/_4XL4_MLGtRDER- -____-- - -_(4�L3/4X14M1_CJB�EIZ---------_�----------- - . p ' I ----- -------2 1---- -------'+--- ----1-====__====-F---- _- ------------------- F= 3 4 p • •v . I L0 , I -- - ------- ---- ------ ------- aa •• I --------------------- ---- - -1------ +------------- b .d --f -------ti -=-�----F------ ---+--- ----1------------+'---- ----1 - --- �-----------------+ - •� • I I ' ' I VIII I 1. 1 1 .J ----� 1 1 I j ., B PC I I i 4 ' 1 I I I,I I I 1 ; 1 ' , V - WALL r- I ' 1 Inn 1 1 1 I I 1 1 I , I I rT, 4'-113/4" D i •_ ' � iiiii 1 ---f6r 9t I . z N .v •--- armr-------' @71/2" Im I • 4 , 0, 95 11111 I • 1 N 0 I t m 1 1 I 1 . t 1■1■ M E--1 I oV 4 1 \ -.1 I;I I I I �I � I .1 . � i I I ' ' � W�•y rc r--' I iiiii I 1 i(2)1-3/4X14 Mq' I 1 x II,��,I •-- -' •-A--' I O I I I O 5,-23/4 I a 4" COLUMNS w/ 3'-4"w 30"X30"X12"FTG. FL I 4 I 1 11111 1 �N . I I I t 11111 1 , I Ii U ' 4 ' i � i'�i � 0 r I 1 I 1 .— X x x X'X, x •V I I III11 W �� \ I 4.4 I I I ;Y� 1C; I p I i n I I 1 ''''' F o I ' I I ✓, �-- I I a__ l if®1 " I (2)1-3/4X14 ML I ' I I --11111 � m IM CN 11111 ? x W GARAGE DV " I I III11 �, fVN �I IN � Ov• ; ; / ; I I X,>, I V I I I X X a x IV' I II111 X It \ I I , , N c14 Lo I 11111 3 14"T1I360 WOOD-I FJ nalb QC VVV � I I Bn PC I I -------------- I WALL--------------------------- ; o I I VIII . i D -L-------- __ X I I 11111 a v C • V D 4 p �• Qr . v C . pQ Q• p �' Qr v,.pl '' v C • p ' , I C'n CV ��.,, \/%h I Inn I I -------, O� m O O fa• 1 I I M ;,.; I 1 -14+1- r-*----- ----------------- --------------- --------------� I 4 X _______________I I ------- -- ------------------------- �,�� I / � 1 � 1 V I 1 I 0 � (n 0 111 U I 4 1 ..+i3 v a • p pG p �. ' v Q . p p4 p �. v a . p pC p '. ' v Q • p n`p4• p �. Q. D i i I I DD ' 0 • I I I I / X �jO� � r I I r______ ______________________________------ ____ ------------------------------- 4 _______-____-____---_________. I I •' I I fFy� �1 -N �( 0 00 cV i 00 12"dia.CONC.PIER i i on i ; O \p, 3'X3'Xl'CONC.FTG. m u M I by I I v I cfl 3'BELOW GRADE I I I I r I (3 2X10 ACQ GIRDER- i_ - _ i- (3)2X10 ACQ GIRDER-- i- - i--(3)2X10 ACQ GIRDER-- i- -- i---(3)2X10 ACQ GIRDER---i -- -i --(3)2X10 ACQ_ GIRDER__-i - 1 ; cr� m I •� I 1 -__ _I__ ____________S_ __ 3_________________7_ __ _____-__-______-_-__ _- __________-_________G __ _C__________________I_ = r I B PC I �N � I • 1 I - - -T-- ------------j- - - -----------------�- - -----------------�- -- -------------------� -- -�------------------�- _ I I \ CA I `---------------------------------- ---' . V I 1 i 1 I 1 1 t 1 1 1 I I I I 4 -� --'-- -------------�-- --------------------L-- --'------------------�-- --'----------I---------�-- --�-------------------•- --*- � --------------- ------------------------------- WALL v ' � O W � 4 p . v a p 4 p . v a .O • nrnr . ' I v a • p p • v 4 a p 4 p • v a a p 4 p • v a • p I �- ----------------------------------------------1 — 7 —4 8 —0 8 —0 8—!51/2 8 —5 1 — 42'—21/2" ol E=4 w 15'-11" 25'-1" 17'-11/2" 22'-0" u O 80'-11/2" Qn N A B C u u V) x 1).10"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 9'-0". 5).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATE TO BE EXTERIOR OF IFOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL SEAL. RESIDENTIAL CODE WITH A BITUMINOUS COATING. 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, 2).FOUNDATION TO HAVE 24"X12"CONCRETE(2X4)KEYWAY IN FOOTING. INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A FOOTINGS TO'HAVE 3-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO UNDISTURBED,SOIL(MINIMUM 3000#CAPACITY). BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. ED AR S 3). BASEMENT SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE �� V IIt►�,, c�Sj E P ROJ ECT NORTH FOINSTALL I/T EXPANSION JOINT MATERIAL WHERE UNDATION PLAN- WALLS.COLUMNS MUST ALSO BE BLOCKED UT AND BISMEETS OLATED ROMITHE BLOCKING AT 8'0"O.C.(MAX.)AND MIDSPAN. i ^ i REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE 8).PER R302.13 CODE,NEW FLOOR JOISTS AT BASEMENTS ONLY(NOT CRAWL �� N SCALE: 1/4" — 1' AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL SPACES): UNLESS USING 2X DIMENSIONAL LUMBER OR MICROLAM JOISTS, JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE 1/2"SHEETROCK MUST BE INSTALLED ON UNDERSIDE OF JOISTS(WOOD-I I N DRAWN: MH/MS THICKNESS OF'THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL JOISTS OR STEEL JOISTS).TJI FLAK JACKET TO BE USED IN PLACE OF STANDARD A }�� SCALE: 1/4"=1'-0" SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO TA WOOD-Is FOR EXCEPTION TO CODE REQUIREMENT(NO SHEETROCK). 22,339 O�� JOB#: MORE THAN 16 FEET. 1�1 September 14,2017 4 4).GARAGE SLAB'TO BE 4"THICK,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC OF N E� SHEET NUMBER: OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO OVERHEAD DOOR(S) FOR DRAINAGE,1/8":12"(MIN).NOTCH 2"DOWN AT DOOR OPENINGS. #5 VERTICLE RIEBARTO BE INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR APRON. A-3 REVISIONS: B)— 15'-g„ ----------------------------------25==6�%2°----------------------------------- 18'-6" 1 A -- -- ------------- ---------------------------------------- -- '- - - - - - - - - - - - - - - - - - - - - - . � (3)1-3/4X14 ML GIRDER U2 ' i 12X12 FG COLUMN '-0" w/6X6 ACQ POST 19'-61/2 '-0" ; I 1 5 go—61/2" ce IvDECK COVERED PORCH J DECK 00 4'—O 0 80'-11/2" 1 x x I 15'-51/2" ; 'M 44'-1" '"'' ; 20'-7" 01 1 10 ^ ^ 1 Nle le ol 7'-111/2 7'-6" y 12'-91/4" 15'-93/4" 6'-9" 8'-9" 9'-711 11'-0" I 1 1 O - O I I FWG160611-4 ;__ FWH31611AR TW2632-2 00 - _ moll - r (2)1-3/4X16 ML w/1"STEEL HEADER (3 -1/2�ML HD --- - o "• I i WER. ______ z --_ 1 (3)1-3/4X9-1/2 ML(UNR DRM DEOER ABOVE) I I I 1 1 - FWG60611 L 1 I I 1 1 I I II DINING R' OM I _ (3)9-1/2 ML HDR. ' 00 12'-8" 0 2'-4" 43',2" z a 1 I N 14 1,� O J'' -- � 00 1 I �'wu Q J I� O 1 I ' � �— J ,W 0 O N OPEN �'? �" O a- C) E C214 REFAB ; TO ; oi— I 2.O N E 00 W 0 " FIREPLACE I LIVING ROOM ABOVE IFI M ►�- - O F. zl . ---- --------- •----- --- 3 0 3 � N J O I N O X 1 II 4 CISJ I n Cn , �, x 4 Q N ' Lu MASTER BEDROOM H _ 00 --_.--_ — --.---------- ------ — -----=-----------_ —__—_:----p-� KITCHEN 11, - 2X10 IR ER _ ALK-N -- (2 1- / 2" TEEL FLUSH BEAM(ALT.: (5)14"ML) ' n O ' U 'O I ■ N "I I C I PANTRY ----------- O 3)2X10 HD 2'6" ' (2)1-3 4X14 ML FLUSH BEAM L T-6_' - I r 2'-8" _ ---------.-- --- L ---- -- ---------- ;- ;--i - 'J R12)11-7T8MLHDR •-----------------------r I NI4 -0 6 -8�/4 4 -113/4 WALK-1 02'-2" 2'-2" 16r 9t @ Stairl6 i �CLOSE I '� HALFCzD N ' ' \ 1 =BATH 'AAn WO , noc G1 I N-----------'–" O ' ' N CO PROVIDE45m(n. m OT-8 /2"wO I FIRE RATED DOOR= 1 X �' F.-�--------- , " w/STEEL JAMB&03 -82i6 SC HINGES LL I " m E i 1 Lu El I ---------- m = I °� (2)1-3/4X14 ML FLUSH BEAM ' SHOWER i i T �N �I � , MUDROOM �OP�NT'----=---.-__ ------------------ m \ \ U o ' AB VE J j I to ' GARAGE J ; PULL DOWN m d d o = .N g,-4„ „ v 13'-31/4" I 4'-0�/4" I g�; STAIRS(VIF) _W ^ xa x 7-------I O I O DEN M I I (2)1-3/4X14 ML FLUSH BEAMT ' a W N I O ENTRY � N ' ~ M I N a O �"' (3)9-1/2 ML HDR ; I ' l� ca LC f �' \ TW3046-2 ' :o cD �I N • , J /2X,10 HDR (3)9-1/2 ML HDR 1iE o. 1 ,r o O 2 -6 71-99$ 2 -3 -6 1 2-3/0-1/2 /8 ENTRY TW3046-3 "cV r i x m eN O [] 0 A el O MT)1360 WOOM CJ n O ' x0 � �O ° PORCH Ir I I D C' n o 12X12 FG COLUMN j� 0n MASTER w/6X6 ACQ POST O o BATH / � .--, -- l °�' (2)1-3/4 P ILGIRDER (2)1-3/4MLGIRDER - — - - , , — - — - 2)13/4 ML GIRDER - — - — ----------------------- Lny x >)(3) HDR. � � \ ----_N F N (3)2X10 HDR (3)2X10 HDR Cn (n +' ------------------ m Iz ml TEMPERED Ln V �" v TW3046-2 -------------------------- TW3052 TW3052 C� cn 000 .0 CA CA Cu U O W 7'-111/2" 7'-111/2" 4'-8" 11'-81/4" 8'-83/4" 8'-63/4" 8'-63/4" 5'-0"e_ 1 01 12'-0" 5-0" 15'-11" 25'-1" 17'-11/2" 22'-0" ol 80'-11/2°' w u V A BC o 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE H RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING OMFM4Wy MANUFACTURE'S INSTRUCTIONS, HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 2QI 2).GARAGE ATTIC SHEATHING TO BE 3/4"PTS,APA RATED PLYWOOD. 10).ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH 2 OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, V r 3).PLATE HEIGHT AT 9'-0"UNLESS OTHERWISE NOTED. 250#CAPACITY. u S IST. FLOOR FINISHED SPACE: 2148.2 sq 1 t. 4).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. 11).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R49,EXT. '4 WALLS:R20,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 9' E PROJECT NORTH 1ST. FLOOR PLAN 2ND. FLOOR FIN ISED SPACE: 1460.2 sq., ft. 5).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. I� 12).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. N 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT SCALE: 1/4" = 1' TOTAL: 3 608.4 SCI,. ft. ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE 7).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS AREAS. FtE D h'C UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK 13).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH G(( SIDE FOR MICROLAM HEADERS. 14).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. �1 8).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 15).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. _ I N * DRAWN: MH/MS FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. N PER CODE. _ SCALE: 1/4"=1'-0" 16).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. 22339 Q" JOB#: OF IN E��O September 14,2017 SHEET NUMBER: A-4 REVISIONS: 2'h RAILING 25'-4" 10 DECKING MATERIAL TO BE INSTALLED OVER DECK ROOF 2X4 ACQ SLEEPERS @16-OC(SEE SECTION). PITCH AWAY FROM HOUSE SLEEPERS TO BE INSTALLED OVER EPDM, p TO GUTTER FLASHED w/LEAD COATED COPPER LAPPED OVER HOUSE /MIN.1' EACH WAY. I DECK POSTS TO BE INSTALLED w/RUBBER BOOTS. 2X10 TAPPERD MIN.1/4:12 ACQ @16"OC.w/ N B 3/4"EXTERIOR GRADE SHEATHING UNDER EPDM 80'-11/2" A '50-61/4" 14'—C 81-21/4" 141-6l) '—6 11 20'-51/2" 01 7'-111/2" 7'-111/2" 7'-3" 7'-3" 7'-3" 7'-3" 9'-51/211 TW3046-3 TW3046-2 O O 2X6 PLT. 15'—11 to BUILD UP WALL BUILD UP WALL BELOW TO MATCH PLT. (3)2X8 HDR BELOW TO MATCH PL7. (3)2X6 HDR (10'-41/4") (10'-41/4') TW3046-2 N cV t•T1 %2X8 H �-� 2XIO DF#2 CJ 016"0C 12'-8" 0 2'-4" 40 p z n OPEN 1 1 a 2X10 DF#2SJ @16"O TO j/ BELOW ' ' Q C ' \ O Ln a 4.4 E BEDROOM N / %/ SLOPED SLOPED SLOPED D 'CO E O Q It E a z No. 3 I CEILING ---- (2)1-3/4X9 1/4 ML FLUSH BEAM ---- CEILING--- - CEILING 1 (2)1-3/4X9-1/4 ML FLUSH BEAM .— ___ p.,� z �E O o' / CzC a Jr. MASTER BEDROOM Q RAILING r0zC I NT-4" Y. - CC r O STAIR HALL AW251 /2 < � N 6'-41 " m 24'-7" 3'-63/4" 2'-4" 12'-21/4" N (2)2X6 HDR RAILING . . • . LL 1 1 1 J 1 1 1 1 1 1 I 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 m", �[ ^ 1 t 1 1 I 1 N I Q 1 1 1 1 D ^ X 1 1 1 1 1 I 1 1 N I 1 1 V 1 V 1 1 I 1 1 I I 1 721n 1 1 1 0 xX BATH ° �,�} � Z 1 I 1 1 1 I I N f ff 1 » V T _n 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 f I, f fr ^ O F� 0 5 1 3 N � m � ________ - 3 — 6 —1 1 3/ L. 3'—71/2 �j � v 1 1 1 z ------- -- MIRROR 21-0" ------ Jr. MASTER BATH o o a Z • I 1 1 1 t 1 --------------- ----- -- - - ---7x-- - - ----------s- -+--� ' �- . �._ N ^I LINEN SLOPED ' (2)2X10 FLUSH BEAM 1 N (2)2X10 FLUSH BEAM 1 a i i O =' > i ~M CEI C, ------ - i i I 6' PLT. T ' Ln ; ; V ; w Z NICHE Ln I 1 ^N , 9'_1" °N I 1 t 1 W :011 J 1 1 O ---_ --,__ 1 V-0 DOOR HT. „ 'N ------------------------- I - -- - - r 1 LINEN I 3'-4" 3'-4" T-6" rn 5'-6"PLT.HT ; ATTIC OPE7N TO B WALK-IN T-0"CLG.HT. ; V r- 8,-8„ t/2" BELOW E CLOSET a 0) N i = i i i 1%0 to C I Z 1 I 1 1 IN N 1 I 1 ^�- " H I 1 1 1 1 9'-4„ f 63At 0. 1 I 1 1 1 (3)2X8 HDR I __ _ (3)2X8 HDR 1 I 1 1 i 1'-11 P T. HT 1'-11 PLT. HT BUILD UP WALL 0 TW2636-2 1 TEMPERED BELOW TO MATCH PLT. r- 1 TW2636-2 (10'-41/4') I 1 t 1 1 1 I 1 1 1 O a BEDROOM '� ------------- ---------Q4 -- ---------------------------------- ------- --I I 2X6 PLT. 1 1 1 1 N w No. 4 a 1 Q u l 1 1 (Y) GJ U ^N X I v, U I 1 1 P7 IT-1 Q ., x C141 1 1 , P-1 O^ �O` U 1 1 1 , Fri V U L+ Ln 1 1 1 1 0 .r{ 00 \ (3)2X8 HDR i (2)2X6 HDR i m y M (A TW3046-2 AW251 ON U 7'-111/2" 7'-111/2" 5'-0" 5'-0" 5'-0" 5'-0" 11'-0" 11'-0" N w a) Ile 15'-11" 11'-41/4" 10'-0" 3'-83/4" 3'-63/4" 1o'-0" 1 3'-63/4" 22'-0" 80'—11/2" W opUU D O ' � B 1).USE 3/4"T&G ADVANTECH ENGINEERED SUIB FLOORING,INSTALLED WITH 9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 1 � � RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 2).ATTIC SHEATHING TO BE 5/8"PTS,APA RATED PLYWOOD. 10).ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, 5 3).CEILING HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. 250#CAPACITY. Q, E W PROJECT NORTH 2FLOOR PLAN 4).EXTERIOR WALLS TO BE FRAMED WITH 2X16 DF#2 STUDS AT 16"O.C.. 11).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R49,EXT. WALLS:R20,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 1 i 5). EXTERIOR SHEATHING TO BE 5/8"THICK FIIR CDX PLYWOOD. V N SCALE. 1/411 - 12) CEILINGS 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER BAT ROOMS TO BEINSTALLED WITHH MOISTURE-RESISTANT ET ROCK. ALL BATHS.PROVIDE BLOCKING AT 8'-0"C).C.AND MIDSPAN. SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE N-1 AREAS. 7).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENING'S OVER 3 FT.TO HAVE 2 JACK 13).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. 1ST. FLOOR FINISHED SPACE: 2148.2 sq ft. STUDS ON EACH SIDE OF OPENING.PROVIIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 14).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. RED qR TOTAL: 3608.4 sq. ft. FRAMED CHIMNEY/DUCT CHASES,VENTS„PIPE PENETRATIONS,etc. INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. 2ND. FLOOR FI N ISED SPACE: 1460.2 $q. ft. 8). INSTALL FIRE BLOCKING,FIRE COLLARS,CALULKING,etc IN CEILINGS 15).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS(MAX.10'OC)AND INTERSECTING WALLS, LOAD-BEARING WALLS, OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. �N� �V IN cy� PER CODE. Q- 16).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. 'yam --1 N DRAWN: MH/MS 'p * SCALE: 1/4"=1'-0" JOB#: O2`�339 �0 September 14,2017 OF N E\N SHEET NUMBER: REVISIONS: 12 ROOFING D 9 CROWN 2-1/2" FASCIA 1X8 16" CROWN 5-1/2" FRIEZE BD. 1X8 2ND.FLOOR HALF ROUND GUTTER 2x SUBFASCIA 7 1/4" BLOCKING 14"FLOtOR JOISTS 1X8 FASCIA 2ND. FLOOR DECK 1X6 E&CB 1 WATERPROOFED RAKE DETAIL SOFFIT 5/z SPRUNG CROWN 15T. FLOOR DECK 1ST. FLOOR DECK 71FROZE BOARD SCALE: 1-1/2" = V-011 1ST. FLOOR B k< w ------------------- ------------------- ---------------------------- ------------------------- "---------- --- -------------------- ------------------- --- --------- r--- ------------------------- ---------------------- ------------------- ---------------------- Ou ---------------------------------------- --------, ' I i ' r----------------------------------------- i I Ili I I � I <111 Lu W I ' � _____________ ______________________;_� it m . i SOFFIT 1 w w I ---------------------------------------------i t1i RR@16"OC aili m i RR@16"OC T� M f i �� 1 �� V1 3/4 - 1 -0 0 I I I � ' I� �' � � ' I ; I I I I I ' E Cl I \ I ' I I 3 1 ,L •GI 1 3 I --- -__ �__ 1 ' -c-I 1 I�p W gyp, I < , r--- - W I , @16"OC I I L ItIX V Xltl G I ' t u 1 I O ' I it 12 O veil i �_ 12 I l 1 I I x ' '^ 10 L I I x I I 10 I � � I ' CRICKETi} x i l i i l X l I P•) 1 I Io i I I la M QI I R I m I I Lu I 111 111 E I t 1 I I I I ' , I I ' I RR @16"OC ' 12 i ;:16"NOC ' i I D 10 1 1 , I I 1 ...1 IJ I I ' I 10 X I I pil < " l< I x I , M I I I 1 ��JJ� t i uJ W W W ' I '17 tL t m t m I ' I ' I I T ��' I ' N �� N 1... i i i tCO l !pO JQ l i ^l riNl J�+ ^l Lim, ------- i �Ind 00 0 . 1 I i X1 T I ' l � � I I I Ml v � � U F (� tj I I i I I t t I i v1 Q L I Q I I I i l i L--- --- -------------------- -------------------------------- 1-3/4X14 ML RIDGE i i 1-3/4X14 ML RIDGE i --- ------------------- -------------------------------- i --- ---------------------- ---' ' ------------------- i t , POST DOWN' l (2)2X10 DF#2l i i -----(-2)2XIfl-0E-#2--------- ------=----- TO BEAM r'- L � .����.�-• •� -� "----------, i L9 I , BELOW I i I 1 12 I I N V l�J1 N I I N lJ11 0 I N I , I ' ' 1 D I LCL 1 O ILLL t'� O i LL I2 Po � I I p r '°- p11 r� (dl---�� O ~�J I I ' 9� O I I O I I I I J ��(. RR -----CI �- ------- ------- � -- X -------'' i .x-�II� Qry' t� IN I I p I T O /2X10 DF#2 RP001 ,C)c I / 2X10RR_. �----- ---, 1 I I I I ' I @16"OC i I I I �, 1 t i i 1 2X12 RIDGE i i I I I I I I I I I t I I I I I I I I s I 1 1 I i t I I c I ' --------------- --------- I I I I I I I ' SIC I I l I I 1 @16-OC t I - ----- ---' I , u 2X10 RR 7 12 1 i t` ' Lu 1 j L I I @ 16"OC / ul t J ' I I L - , I ___ u 10 -- ------------- ---, 1 u 10 1 �QS 12 I I -----------'------------- -----------------' 1 I 0 _ �t II ------------------------, I I -- I i CIC i I I I a' I I P�� X 10 I J � I I I I I t I I X I I 1 X I .�� M I I 1 I I I N I I I I N 1 �� I I 0 I I l I I I I ' 1 I I I I I r"I i i I c7 m y i I I I I I I @16"OC @16 OC ' I i � 0 c M � '�' X V I I V 12 1 i 2X12 LAYOVER PLATE i i -------------- -------------J-; 2X12LA1fOWEgPLAT�_--,------____--— -------------J_y_-- X12LAYOVEiRPLAT i py'v I 1 I I I SII I 1 I ��J......III , V o iixV ii--- - -------------------------------------------------------------------- 1' I I ^ J i •Cz u m ,yam I +� n 4 VO 12 i RR @16"OC i i U T 4 Q i ' (n Ir, 00_i�; ' v 2XIO PR 1 r l 12 ' I I N ' W l @160C 10 ' --- ----------------------------------------------------------------------- ------------------------------------------------- -i L--- -------------------------------------------- -------------------------- ------------------------------------------------- --- SIDING i 1 i i 1 i 11 I l I I I I I ' ' I ----------------------- ----------------------- -------------------------------- -------------------------------- COR-A-VENT ROOF-2-WALL SIDEWALL VENT B u V 0 A C ROOF RAFTER FIRE B OCKING N 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 8).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING �+ — — — — — — — —T- !�, MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. \ 2).ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE CEILING JOIST AlR `� GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS FLOW; COMPLETE. (� S 3).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 9).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. x FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT �rI BEAD BOARD BLKG. E P ROJ ECT N 0 RT H 2ND . FLOOR PLAN PER CODE. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. 1-3/8 SOLID CROWN 1-3/8 SOLID CROWi i USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT 1X4 TRIM BOARD 1X4 TRIM BOAR - 1X6 BEAD BD.SOFFIT N SCALE. 1/411 — i l 4).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. CUTTING INTO SHINGLE SURFACE. X2 BLOCKING _ 1 X AZEK TRIM BOARD PS-400 COR-A-VENT 5).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND 10).VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400 VENT STRIP DIRECTLY TO THE DECK ALONG EAVES. AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. 6). USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO SIDING 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. CONCEAL VENT. ?,ED ARc \JAN s� 7).ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS 11).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED AS REQUIRED. WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. �`� �� PORCH COLUMN Q �� DRAWN: MH/MS �IR` N SCALE: 1/4"=1'-0" * JOB#: f I September 14,2017 022338 SHEET NUMBER: SOF NE\N PORCH DETAILA-6 REVISIONS: 1-3/4X14 ML RIDGE 2 F 1 "OC 2X10 DF#2 Cl @16"OC 2X10 DF#2 C1 @16"OC O C o I 00 BEDROOM No. 4 BEDROOM No. 3 3 3 11/4 11/2 1 1/4 11/4 11/4W1/4111/4 LAV. LAV. LAV. — _ _— 3/4"SUBFLOORSPLAYEDB H ER BANDING TJ1360 WOOD-1 F1 @16"OC 2 3 11/4 11/4 3 2 C.O. 11/a 1 1/4 I C.O. OUTDOOR SHOWER J 3 3 T EIII . z � MASTER BATH ' W 4/411/4 m "/q "/q "'4 "/2 "/q "� "'4 MASTER BEDROOM LAV. V. a SINK e L,qV 1 � Irl W.C. W.C. 13- � \ � `,/ D.W. F.A.I. I 3'h RAILING O A' ri=_m 1�q Fe El 11/2 z 2 11/4 11/4 3 2 3 11/4 11/2 — _ _ — ` \\ 3/4"SUBFLOOR W C.O.I C.O.I I C.O. 3 3 w Q9 � z 3 TJ1360 WOOD-1 FJ @16-OC 2X10 ACQ D2 @116XIO A"1�0 O O H 'P ;p GIRDER ^ Q' U q •t 2X6 ACQ SILL PLATE h-'-i J� TERMITE SHIELD �= 12"dia. O O Z SILL SEAL CONC.PIER !," PLUMBING SCHEMATIC TOAPROVED , O O 4"C.1. SEPTIC SYSTEM •• �^.G„� TRAP HOUSE d.' >•0 U W SLOPE"1/4" PER FOOT PITCH TO DRAIN 1 , ►D 0) 10"PC WALL I ;P CONC. 4 XX12" °� FTG. DAMPPROOF 11 LJ_ill Q i �°d q ► � ,tea e :p 4"CONC.SLAB N .' — _ _ — ° e a. .• •. a •. a .. A a . .. �C •�• . a •. A .. • •. • •, p vee 24"X12"CONC.FTG. (3)#5 REBAR SECTION A-APRESCRIPTIVEi DESIGN PER R402, 2015 IECC: � z SCALE. 1/411 = 1 FLOOR SPACER30 CEILING 49 a O R-VALUE R-VALUE: O *EXCEPTION FLOORS FENESTRATION ^ a IF FRAMING MEMBER IS4R19 U-FACTOR: 0.30 TOO SMALL r-- O GLAZED �9 W I SLAB HEATED) (2'PERIMIETER): R10 FENESTRATION NR E, 12 SHCR: 1.4 O FRAMED WALL SKYLIGHT 9 1-3/4X14 ML RIDGE R-VALUE: R20 U-FACTOR: 0.55 U O 1-3/4X14 BASEMENT WALL 1-3/4X14 ML RIDGE ML RIDGE (CONDITIONED SPACE) 15/19 , R-VALUE: ` 2X10 kc 2X10 RP. ,' @16"OC @16-OC — - 2X10 CJ @16"OC - — 2X10 CJ @16"OC (2)2X10 2X10 J @16"OC (2)9-1/2 0 ML 2" r+ cl d) 4 � O `` 0 T ( 4+ STAIR HALL 2 x I 00 2X12 LAYOVER N. PLATE 7YP) ' ` FASTENER TYPE: SPACING: -0—Th RAIL WALK-IN CLOSET ` NO.ew00D-BJ ( I f I I y J 1 ' ( ' ( VySRWIT 16.a y 2'-0"h RAILING EMBEDMENT LENGTH �O r N0. 1.1 10 W000-SCREWS 1 ♦ O� BASED PNCHOR WITH 16"OC `I 1 I n 1 2X6 T. D W/ 2X4 ACQ 21.EMBEDMENTLENGTH111 u �� X8 F S HI SLEEPERS 41n.dIa.LAGSCREW 3/4"SUBFLOOR - (3)1.3/4X9-1/2 @t6"oc BASEDPNCHORW M 16'Dc I I ( I I 5 - — 2X6 CJ @16"OC .. ML 21,EMBEDMENT LENGTH _ I I _ I I I I m 14"TJ1360 16"OC B (2)1-3/4X14 ML w/ \ II , ` ( I I I y I I ( � U v @ ---__--__ 14"TJ1360 @16 0C !„' ” , / 1 1 ' 1 y t y ` 3/4'APA PLYWOOD N v (a v 1/2"STEEL PLATE N 2X'10 ACQ,TAPPERED, @16"OC BLKG. ` 1 I B�� ) _______-_ (3)1-3/4X14 As REQ. — - - — 1 I II !I l GRADE PLYWOOD I I I I SHEATHING O W (2)1.3/4X14 P ML GIRDER A 1� t 1` (ALTeennrnN0EE:7/16•Ds.B.) 1 1 ML GIRDER -__-_____ LIVING ROOM T ! 1 II ® u2"APA RATED SHEATHtxG 1 I / 1 I 1 _ GRADE 000 ________ PLvw 1 1 L I ( I I ( (ALTERNATNNE:7/16"O.S.B.) I I J i i . .\ --------- \ 12X12 FG FASTENER TYPE: SPACING: COLUMN I I `4 )1 ` 2X4DF+t2 1 I No.B WOOD-SCREW 1 1 STUDS _________ .. BASED ANCHOR WITH 10"OC I 1 t WINDOW SILL 21o.EMBEDMENT LENGTH I 12X12 FG DEN s= 0 1 t ( ti � COLUMN �_:. I TYPICAL WINDOW OPENING BASEDWD0ORWITS I 1 I ,� ( /� �( t l 1 1 PANEL SPAN EQUAL OR SMALLER 2m.EMBEDMFNTLENGm Ul 1I / 1( BASm ANCHOR CREW l2"OC I' 6X6 ACQ THAN 4 FEET I 11 1 I I V \ I I 1 1/91n.aa.LAGSCREW {SO► POST BASED ANCHOR WITH 16'OC I 1 I 6X6 ACQ \ ' I 1 1 21n.EMBEDMENT LENGTH _ _ POST \`\ , TYPICAL DOOR OPENING ( 0 t 1 \ , e e e t I PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER ER TYPE: SPACING. AND EQUAL OR SMALLER TWETNER WRH STAINLESS STEEL No.B WOOD-SCREW !� BASED ANCHOR WITH B'OC ( 1 \ I 1 1 I 2-2X40F#2 STUDS ODNNECTED \ , q, ► ' ' THAN 6 FEET OR GETHER ED BOLTSNU WASHERS 3/4 SUBFLOOR N".1DwDMENTREN6 N 3/4"SUBFLOOR H 21n EMBEDMENT LENGTH \ / I AND NUTS®2'A'O.0 BASED ANCHOR WITH 9"OC t L 5/4"DECKING 5 4" ECKIN TYPICAL MULTIPLE OPENINGS 14"TJ1360 F1 @16-OC 14"TJ1360 FJ 16"OC — - a"aa�ucscR LENGTH 2?oC10 ACQ D1 16"C1C I I Q BA6FDANCHo"wITH 16"oc 1 2X10 ACQ @16"OC @ - PANEL SPAN E UALAOR SMALLERTER THAN 6 FEET THAN 8 FEET 2n.EMBEDMENT LENGTH �( (2)1-3/4X14 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL �4 3 G RID RC ML ;p 4 2X10 AC Q p e° AS PER SEC. 1609.1.2 2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) u 12"dia.CONC. a D (4)i-3/4X14 2 6 AC SILL PLATE `y GIRDER �� T O PIER ,• P' ML GIRDER TERMITE SHIELD �� o D 12"dia.CONC. 0 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 4��• SILL SEAL A °,; PIER I AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO P7 ► 7--1 , d �• a COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL x F .o►. ► - • �,d M CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. �y a.4 f•v►' : ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. 24"X24"X12" � �'� ' '' — - - — HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. CONC.FTG. • 5X5X1/4 24"XC. X12" TUBE STEEL =� CONC.FTG. Dr COLUMN 10"PC WALL DAMPPROOF •, a e;. 4"STEEL ► D COLUMN d; . . •. q"CONC.SLAB ;P =: ►}`;•;: °p::► �i•o;:° ,. G�5 BEV LIN = d •• 30"X30"X12" 42"X42"X12"CONC.FTG. CONC.FTG. (4)#5 REBAR EACH WAY 24"X12"FTG. DRAWN: MH/MS * _ �j0 �-i N SCALE: 1/4"=1'-0" SECTION B-B N JOB#: . 11 — ' � 0 "339 O�� SHEET NUMBER:September 14,2017 SCALE. 1/4 - 1 of NIE� REVISIONS: 1-3/4X14 ML RIDGE X6 @16"O 2X10 RR @16"OC I o I (2 1-3/4X14 ML "S BFL R L 0,--BANDING N 14'TJ1360 WOOD-1 @16-OC 14 TJ1360 WOOD-1 @16"OC 2X8 RR M•J @16"OC O PUL DOWN F� STA R(VIF) 2X6 @16"OC Q (2)2X10 �.` GIRDER I 3'X3 MAHOGANY O (� C) GARAGE - I BRACKET ^ W 5/8"TYPE-X FIRE RATED h+i SHEETROCK ON O WALLS AND CEILING 2X6 ACQ SILL PLATE - — _ TERMITE SHIELD -04 SILL SEAL d s I .� .• . e •. .• a e. .. a •. .. • e. .• a a. .. . • •. - d ----------------- 1 ----------- -J I 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC e`p r ' - D. ' rr __ O 8"PC ti OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO 10"PC e g 1 11 r•__„__ •__„-= III r- WALLOVERHEAD DOOR(S)FOR DRAINAGE,1/8":12"(MIN).NOTCH 2” WALL DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE INSTALLED AT WALL @ 16-OC.INTO SLAB AND DOOR APRON. - �I K__II__�I I It_ _JI 1 1 — _ _— I If--II- II I II-i1_ 16"X8"FTG 16"X8"FTG II n u n l n n u II 1 (2)#5 REBAR (2)# RE�4!: I I I II I L I` II I I I 1 SECTION C-C. Ir I',1 SCALE: 1/4” — 1' ___ 1 I I I I I I I I I Ium. >j - � W � a o 0 U � 1-3/4X14 ML RIDGE 1-3/4X14 ML RIDGE ~ 1 3/4X14 z)zxl 21 zxl OL ML RIDGE 12 HDR. P �11p 10 DBL 2X10 DB 2X10 DBL 2X10 RR @16"OC RR 16"OC RR 16"0 2XI2 QQ$0 ATTIC 2X10 2X10 LAYOVER 10 1-3/4X14 VALLEY VALLEY pLgTE ML RIDGE 2X12 RIDGEAN 2X10 C1 @16-OC 2X10 C1 @16"OC 2X10 DF#2 CJ @16"OC ___ ___ 2X10 CJ @16"OC 2X10 CJ @16"OC 2X10 CJ @16"OC c v 2X6 CJ 16.10C ___ m d+ I~ O — - - — --- 2X10 RRrryN u i Q �12 ;� BATH � { T , 'v u 1IF 11 1 1 J 1 STARHALL HALL O r�•+ O O MRG 2X12 VALLEY -- ---- ENTRY BALCONY 00 t, PLATE I I I I 1 ATTIC �' u m I ® � r �+ I 1 I I U ��X y ., — _ - — 3/4"SUBFLOOR 3/4"SUBFLOOR SHOWER 3/4"SUBFLOOR III3/4"SUBFLOOR _ _ — - - — 00 w 14"TJ1360 WOOD-1 F) @16"OCca 14"TJ1360 WOOD-1 FJ @16"OC — - - — N .0 W 14"ML 14"ML 14"TJ1360 WOOD-1 FJ @16"OC 141"TJ1360 WOOD-1 F1 @16"OC �- (2)14"ML (2)14"ML (4)1-3/4X14 (2) 14"ML w/1/2"STEEL KITCHEN w/1/2"STEEL ML PULL DOWN STAIR(VIF) O '41 p a, MASTER BEDROOM I u r---------- O i ---------- --- F®9 LIVING / DINING --------- GARAGE 1 ---------- 5/8 TYPE-X FIRE RATED SHEETROCK ON WALLS N AND CEILING 113/4"SUBFLOOR 3/4"SUBFLOOR ' �. 3/4"SUBFLOOR a 14"TJ1360 WOOD-1 F1 @16-OC Q ` 14"TJ1360 WOOD-1 FJ @16"OC (4)1-3/4X14 ML GIRDER =a 14"TJ1360 WOOD-1 F1 @16"OC • ♦ 2X6 ACQ SILL PLATE TERMITE SHIELD '.;,e Ln D, 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC �,. ML GIRDER O 8 •, OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO SILL SEAL - x WALL L OVERHEAD DOOR(S) FOR DRAINAGE,1/8":12"(MIN).NOTCH 2" IN. ,; ,' 4•a DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE ► ;' INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR APRON. 16"X8"CONC.FTG. ,; v O (2)#5 REBAR ' _-__ _ P 10"PC WALL DAMPPROOF 10"PC WALL 5X5X1/4 5X5X1/4 5X5X1/4 4 ' TUBE STEEL TUBE STEEL TUBE STEEL "-- -- 5X5X1/4 I0X5X1/4 A; DAMPPROOF �a COLUMN COLUMiN COLUMN ---- --- TUBE STEEL TUBE STEEL •� '(ER�D qR a d ____ -_- COLUMN COLUMN SECTION D-D L ab. A I a a • . a a b. ♦ a . • AA. • • ♦ A., a ♦ ♦ v. -.d p . y t v. -.d i v• n:i s- a v,. �,p — - - y Tri DRAWN: MH/MS SCALE: 1/4" = 1' " I :Q D•v �•,.o o -o} e•v.- - .p --ot a v.-: * N - - ----------------• .. .. . . .. .. SCALE: 1/4,�-1.0„ 24 X12 CONC.FTG. 54"X54"X12' CONC.FTG. 42"X42"X12 CONC.FTG;. 42"X42"X12"CONC.FTG. 42"X42"X12"CONC.FTG. 60"X60"X12"CONC.FTG. 24712"CONC.FTG. N JOB (3)#5 REBAR (5)#5 REBAR EACH WAY (4)#5 REBAR EACH WAIY (4)#5 REBAR EACH WAY (4)#5 REBAR EACH WAY (6)#5 REBAR EACH WAY (3)#5 REBAR A s �✓ � 02�, 39 Q,,, September 14,2017 �`OF E\�0 SHEET NUMBER: REVISIONS: � I O i � P I � I � I 3 � � I � P 1-3/4X14 ML RIDGE 1-3/4X14 ML RIDGE 1-3/4X14 12 L ML RIDGE 2� ' 1-3/4X14 (2)1/2'/STEEL2 ML w/ 1-3/4X14 (2)/21/S ML w/ e0 ST O ML RIDGE ML RIDGE p(3)9-1/2 ML w/ /2 L w//4"STEEL (2)2X10 (2)2X10 �/ " EE (2)2X10 (2)2X10 xV VALLEY VALLEY VALLEY VALLEY 2X10 C1 @16"OC I 2X10 C1 @16"OC 2X10 CJ @16"OC 10 � I it II II II II II II II ml I / I II II 11 II II II 11 11 / I II II II II II II it 1 / � 1 II II II II II II 11 I � I 11 II II II II II II I / I II II II II 11 II II I I 11 II II II II II II 1 ' I 11 II 11 II II it II t / 1 11 II II it II II II I I 11 11 II II II II II 1 / I 11 II II II II II 11 I O / I it II II II II II II II / I 11 II II II II II II II / / I 11 11 II II II II II II 00 it II II 11 II 11 II II II I II 11 11 II II II II II ' I II it II 11 II II it II ' I II 11 11 II C: II II it II I II 11 II II II II 11 II 1 11 it II II II II II II BEDROOM No. 3 / Jr. MASTER BEDROOM I I I II II II 11 II II II II 3/4"SUBFLOOR I I I " I I 3 4"SUBFLOOR I T7 14"TJ1360 WOOD-1 F1 @16"OC (3)1-3/4X16 (3)1-3/4X9-1/2 ML (3)1-3/4X16 ML ML BOX AROUND A 14"TJ1360 WOOD-1 F1 @16"OC MASTER BEDROOM CHIMNEY CHASE / = LIVING ROOM / DINING ROOM (4)1-3/4X14 (2)1-3/4X14 ML (2)1-3/4X14 ML (TYPICAL) N ML BEAM w/1/2"STEEL KITCHEN w/1/2"STEEL Q CATHEDRAL CEILING I x O CIO j r o-00 4 / 4 DGAS O / ® FIREPLA O O ® O O w I 3/4"SUBFLOOR Ilk Z 14"TJ1360 WOOD-1 FJ @16"OC j� O REMOVABLE STEEL GRATE (6)#5 REBAR w/ 14"TJ1360 WPOOD-1 FJ @16"OC 4'min. o STIRRUP @6"OC 2X6 ACQ SILL PLATE (4)1-3/4X14 TERMITE SHIELD e ML GIRDER SILL SEAL • 8X8X1/2 o UDDER RUNGS L-SHAPE STEEL min.3' S' PROJECTION o• BASEMENT Q TUBE STEEL ifAIR WEu °'` O COLUMN 10"PC WALL I o WINDOW WELL ,.D D7 0• S' DRAIN °• •' 10"PC WALL A a• �D d L 5 DAMPPROOF ► rT� DEEP GRAVE` ua 4"CONC.SLAB 4"CONC.SLAB -d:,,, "� w ADS DRAIN PIPE 4 •j a A. I• I e. a e. • . . e. a A. a a. a e. a e. a e. a e. a e. e e• A P• ,s a e' e , v o•�,d e. a e.� ,,d • •. v•�,,� I've s •�'•vi pave' p've':• s 1`ve' � Q 24"X12"CONC. FTG. 42"X42"X12"CONC.FTG. r-1 O (3)#5 REBAR w/(4)#5 REBAR EACH WAY O DRAIN TO CONNECT SECTION E-E TO DRYWELL(TYP.) SCALE: 1/4" = 1' . � w a EXTERIOR OPENING SCHEDULE. LOCATION: MANUFACTURER: SERIES: SIZE/ CAT. NUMBER: DESCRIPTION: GLAZING: GRILLE: JAMB SIZE: ROUGH OPENING: TOW: BOW: HARDWARE: REMARKS: BASEMENT: THERMATRU S6021 5/0X6/8 INSWING DOUBLE DOOR LOW-E 2W2H 10" 5'3 5/16"X 6-10 3/8" - EMTEK BOX IN OPENING w/2X10 ACQ BASEMENT: ANDERSEN 400 SERIES CXW245 CASEMENT WINDOW LOW-E4/LOW-E 2W2H 10" G-0 118"X 4'-5 3/8" 6-9" 2'-8 3/16" STANDARD BOX IN OPENING w12X10 ACQ (INSIDE BUCK) 0 r—I 1ST.FLOOR: N v cn m m v 8 011 ENTRY: THERMATRU 56021/S210SL 1/2X3/OXl/2 INSWING SINGLE DOOR w/ LOW-E DR:2W21H 6-9/16" 5-8 3/8"X 6-10 1/2" EMTEK X (2)SIDELIGHTS SL:1W2H v r' R U LIVING ROOM: ANDERSON 400 SERIES FWG160611-4 LR FRENCH SLIDING DOOR LOW-E4/LOW-E 6-9/16" 15'-9 3/4"641" STANDARD 5 w ux DINING ROOM: ANDERSON 400 SERIES FW31611 AR FRENCH SLIDING DOOR LOW-E4/LOW-E 6-9/16" 3'-1"X 6-10 3/8" - - STANDARD v Loc, d+ u KITCHEN: ANDERSON 400 SERIES TW2632-2 DOUBLE HUNG WINDOW LOW-E4/LOW-E 2WIH 6-9/16" 5'-3 3/4"X 3'-4 7/8" 6-9" T-4 5/8" 4 41 n KITCHEN: ANDERSON 400 SERIES TW2632 DOUBLE HUNG WINDOW LOW-E4/LOW-E 2WIH 6-9/16" 2'-8 1/8"X T-4/8" 6'-9" T-4 5/8" TEMPERED GLASS �j r'�-1 a; " un MUDROOM: ANDERSON 400 SERIES TW3046-2 DOUBLE HUNG WINDOW LOW-E4/LOW-E 2WIH 6-9/16" 6'-3 3/4"X 4'-8 7/8" 6'-9" 2'-0 5/8" N v v W DEN: ANDERSON 400 SERIES TW3046-3 DOUBLE HUNG WINDOW LOW-E4/LOW-E 2WIH 6-9/16" 9'-5 3/8"X 4'-8 7/8" 6'-9" T-0 5/8" MASTER BEDROOM: ANDERSON 400 SERIES FWG60611 L FRENCH SLIDING DOOR LOW-E4/LOW-E 6-9/16" 6-0"X G-11" 6-9" STANDARD MASTER BEDROOM: ANDERSON 400 SERIES A31-2 V AWNING WINDOW LOW-E4/LOW-E 2WIH 6-9/16" G-0 3/8"X 2'-0 5/8" 6-9" 4'-8 7/8" STANDARD MASTER BATH: ANDERSON 400 SERIES AX281 V AWNING WINDOW LOW-E4/LOW-E 2W2H 6-9/16" 2'-8"X 2'-8" 6-9" 4'-1 1/2" STANDARD TEMPERED GLASS W UMASTER BATH: ANDERSON 400 SERIES TW3046-2 DOUBLE HUNG WINDOW LOW-E4/LOW-E 2WIH 6-9/16" 6-3 3/4"X 4'-8 7/8" 6-9" 2'-0 5/8" - TEMPERED GLASS V GARAGE: THERMATRU S6021 3/0X6/8 INSWING SINGLE DOOR LOW-E 2W2H 6-9/16" T-2 3/8"X 6-10 1/2" 6'-9" EMTEK O GARAGE: ANDERSON 400 SERIES TW3052(X2) DOUBLE HUNG WINDOW LOW-E4/LOW-E 2WIH 6-9/16" 6-3 3/4"X 5'-4 7/8" 6-9" 3'-8 7/8" GARAGE: ARTISAN DOORWORKS TBD 9/0X8/0 OVERHEAD DOOR 2ND.FLOOR: i LIVING ROOM DORMER: ANDERSON 400 SERIES TW3046-3 DOUBLE HUNG WINDOW LOW-E4/LOW-E 2WIH 6-9/16" 9'-5 3/8"X 4'-8 7/8" 6-9" 2'-0 518" V1 Jr.MASTER BEDROOM: ANDERSON 400 SERIES TW3046-2 DOUBLE HUNG WINDOW LOW-E4/LOW-E 2WIH 6-9/16" 6-3 3/4"X 4'-8 7/8" 6-9" T-0 5/8" Jr.MASTER BEDROOM: ANDERSON 400 SERIES A31-2 V AWNING WINDOW LOW-E4/LOW-E 3W1H 6.9/16" 6-0 3/8"X 2'-0 5/8" 6-9" 4'-8 1/2" STANDARD TEMPERED GLASS Jr.MASTER BATH: ANDERSON 400 SERIES TW2636-2 DOUBLE HUNG WINDOW LOW-E4/LOW-E 2WIH 6-9/16" 5'-3 3/4"X T-8 7/8" 6-9" T-0 5/8" BEDROOM No.3: ANDERSON 400 SERIES TW3046-2 DOUBLE HUNG WINDOW LOW-E4/LOW-E 2WIH 6-9/16" 6-3 3/4"X 4'-8 7/8" 6-9" 2'-0 5/8" BEDROOM No.3: ANDERSON 400 SERIES A41 V AWNING WINDOW LOW-E4/LOW-E 3W1H 6-9/16" 4'-0 1/2"X 2'-0 5/8" 6-9" 4'-8 1/2" STANDARDN `� BATH: ANDERSON 400 SERIES TW2636 DOUBLE HUNG WINDOW LOW-E4/LOW-E 2WIH 6-9/16" 2'-8 1/8"X 3'-8 7/8" 6-9" T-0 5/8" " yo * Y DRAWN: MH/MS BEDROOM No.4: ANDERSON 400 SERIES TW3046-2 DOUBLE HUNG WINDOW LOW-E4/LOW-E 2WIH 6-9/16" 5'-3 3/4"X 4'-8 7/8" 6'-9" 2'-0 5/8" N SCALE: 1/4"=1'-0" N -- JOB#: BEDROOM No.4: ANDERSON 400 SERIES A41 V AWNING WINDOW LOW-E4/LOW-E 3WIH 6-9/16" 4'-0 1/2"X 2'-0 5/8" 6-9" 4'-8 1/2" STANDARD 02zgOQ.. September 14,2017 ATTIC: ANDERSON 400 SERIES AW251 V AWNING WINDOW LOW-E4/LOW-E 2W2H 6-9/16" 4'-9 1/4"X 2'-4 7/8" 6'-9" 2'-7 5/8" STANDARD Op N E��( SHEET NUMBER: REVISIONS: ROOM FINISH SCHEDULE LOCATION: FLOORING: WALLS: CEILING: BASE MOULDING: WINDOW & DOOR CASING: CEILING TRIM: REMARKS: LOCATION: FLOORING: WALLS: CEILING: BASE MOULDING: WINDOW & DOOR CASING: CEILING TRIM: REMARKS: BASEMENT: UNFINISHED CONCRETE UNFINISHED CONCRETE UNFINISHED SHOWER: 2X2 TILE TILE OVER DURAROCK CEMENT BOARD MOISTURE-RESISTANT GYPSUM SHEETROCK POPLAR STAIR: FIR TREAD,PAINTED RISER UNFINISHED UNFINISHED GARAGE: UNFINISHED CONCRETE TYPE-X FIRE RATED SHEETROCK TYPE-X FIRE RATED SHEETROCK POPLAR POPLAR POPLAR STAIR: FIR TREAD,PAINTED RISER - 1ST.FLOOR PORCH: 5/4X4 MAHOGANY 1X6 E&CB T&G VJ BEAD BOARD VERSATEX ENTRY: 3-1/2"RED OAK PAINTED GYPSUM SHEETROCK PAINTED GYPSUM SHEETROCK POPLAR POPLAR POPLAR DECK: 5/04 MAHOGANY CLOSET: 3-1/2"RED OAK PAINTED GYPSUM SHEETROCK PAINTED GYPSUM SHEETROCK POPLAR POPLAR POPLAR OUTDOOR SHOWER: 5/4X4 MAHOGANY 1X6 T&G V1 CL.CEDAR DRAIN GRATE AT SHOWER STAIR: SEL.RED OAK TREAD,PAINTED RISER PAINTED GYPSUM SHEETROCK PAINTED GYPSUM SHEETROCK POPLAR POPLAR POPLAR BASEMENT STAIR: UNFINISHED CONCRETE STUCCO DRAIN AT WELL LIVING ROOM: 3-1/2"RED OAK PAINTED GYPSUM SHEETROCK PAINTED GYPSUM SHEETROCK POPLAR POPLAR POPLAR DINING ROOM: 3-1/2"RED OAK PAINTED GYPSUM SHEETROCK PAINTED GYPSUM SHEETROCK POPLAR POPLAR POPLAR 2ND. FLOOR: KITCHEN: 12X12 TILE PAINTED GYPSUM SHEETROCK PAINTED GYPSUM SHEETROCK POPLAR POPLAR POPLAR STAIR HALL: 3-1/2"RED OAK PAINTED GYPSUM SHEETROCK PAINTED GYPSUM SHEETROCK POPLAR POPLAR POPLAR HALF BATH: 16X6 TILE PAINTED GYPSUM SHEETROCK PAINTED GYPSUM SHEETROCK POPLAR POPLAR POPLAR 42"h WAINSCOTTING Jr.MASTER BEDROOM: 3-1/2"RED OAK PAINTED GYPSUM SHEETROCK PAINTED GYPSUM SHEETROCK POPLAR POPLAR POPLAR a HALL: 3-1/2"RED OAK PAINTED GYPSUM SHEETROCK PAINTED GYPSUM SHEETROCK POPLAR POPLAR POPLAR WALK-IN CLOSET: 3-1/2"RED OAK PAINTED GYPSUM SHEETROCK PAINTED GYPSUM SHEETROCK POPLAR POPLAR POPLAR CLOSET: 3-1/2"RED OAK PAINTED GYPSUM SHEETROCK PAINTED GYPSUM SHEETROCK POPLAR POPLAR POPLAR LINEN CLOSET: 3-1/2"RED OAK PAINTED GYPSUM SHEETROCK PAINTED GYPSUM SHEETROCK POPLAR POPLAR POPLAR MUDROOM: 3-1/2"RED OAK PAINTED GYPSUM SHEETROCK PAINTED GYPSUM SHEETROCK POPLAR POPLAR POPLAR 42"h WAINSCOTTING Jr.MASTER BATH: 12X12 TILE MOISTURE-RESISTANT GYPSUM SHEETROCK MOISTURE-RESISTANT GYPSUM SHEETROCK POPLAR POPLAR POPLAR 42"h WAINSCOTTING h� u DEN: 3-1/:2"RED OAK PAINTED GYPSUM SHEETROCK PAINTED GYPSUM SHEETROCK POPLAR POPLAR POPLAR 72"h PANEL TOILET ROOM: 12X12 TILE MOISTURE-RESISTANT GYPSUM SHEETROCK MOISTURE-RESISTANT GYPSUM SHEETROCK POPLAR POPLAR POPLAR 42"h WAINSCOTTING W MASTER BEDROOM: 3-1/:2"RED OAK PAINTED GYPSUM SHEETROCK PAINTED GYPSUM SHEETROCK POPLAR POPLAR POPLAR SHOWER: 2X2 TILE TILE OVER DURAROCK CEMENT BOARD MOISTURE-RESISTANT GYPSUM SHEETROCK POPLAR 0 w WALK-IN CLOSET: 3-1/2"RED OAK PAINTED GYPSUM SHEETROCK PAINTED GYPSUM SHEETROCK POPLAR POPLAR POPLAR BEDROOM No.3 3-1/2"RED OAK PAINTED GYPSUM SHEETROCK PAINTED GYPSUM SHEETROCK POPLAR POPLAR POPLAR O Q CLOSET: 3-1/2"RED OAK PAINTED GYPSUM SHEETROCK PAINTED GYPSUM SHEETROCK POPLAR POPLAR POPLAR CLOSET: 3-1/2"RED OAK PAINTED GYPSUM SHEETROCK PAINTED GYPSUM SHEETROCK POPLAR POPLAR POPLAR �+ HALL: 3-1/2"RED OAK PAINTED GYPSUM SHEETROCK PAINTED GYPSUM SHEETROCK POPLAR POPLAR POPLAR BEDROOM No.4: 3-1/2"RED OAK PAINTED GYPSUM SHEETROCK PAINTED GYPSUM SHEETROCK POPLAR POPLAR POPLAR MASTER BATH: 12X12 TILE MOISTURE-RESISTANT GYPSUM SHEETROCK MOISTURE-RESISTANT GYPSUM SHEETROCK POPLAR POPLAR POPLAR 42"h WAINSCOTTING CLOSET: 3-1/2"RED OAK PAINTED GYPSUM SHEETROCK PAINTED GYPSUM SHEETROCK POPLAR POPLAR POPLAR LINEN CLOSET: 12X12 TILE MOISTURE-RESISTANT GYPSUM SHEETROCK MOISTURE-RESISTANT GYPSUM SHEETROCK POPLAR POPLAR POPLAR 42"h WAINSCOTTING BATH: 12X12 TILE MOISTURE-RESISTANT GYPSUM SHEETROCK MOISTURE-RESISTANT GYPSUM SHEETROCK POPLAR POPLAR POPLAR 42"h WAINSCOTTING TOILET ROOM: 12X12 TILE MOISTURE-RESISTANT GYPSUM SHEETROCK MOISTURE-RESISTANT GYPSUM SHEETROCK POPLAR POPLAR POPLAR 42"h WAINSCOTTING LINEN CLOSET: 12X12 TILE MOISTURE-RESISTANT GYPSUM SHEETROCK MOISTURE-RESISTANT GYPSUM SHEETROCK POPLAR POPLAR POPLAR h"+�1 W z a o Q � INTERIOR TRIM NOTES• (2)2X8(RIPPED %6 NAILE 12" \\ HR 106 1/4"LUAN OVER HR 106 `U DOWN TO 6") 3/4"X 3-1/2" FINISHED SHEETROCK 3/4"X 3-1/2" eL Nc 3/4"THICK BIRCH I PW 1383 6" %6 NAILER SHELVING 1).TRIM WORK TO BE SUPPLIED BY HUDSON RIVER MILLS(631) 755-2271 (CROWN BY t==l IW I 4 PHOENIX WOODWRLGHTS(631)727-9691. PWt363 6^ PW1383 6" 1/4"X3/4"BEADED HR 106 HR 1P06 I� 2).TRIM AND MOLDINGS:INSTALL IN SINGLE,UNJOINTED LENGTHS AT OPENINGS AND HR 106 3/4"x 3.1/2" 3/4"x5-1/2" SHELF EDGING FL M298 FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE.FOR LONG RUNS, 3/4"x 3-1/2" to 15n6"x2-1/4USE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT HR4PO4 RUN.STAGGER JOINTS IN ADJACENT MEMBERS.COPE MOLDING AT RETURNS.MITER 3/4"RCOFFERED CEILING DETAIL V ALL CORNERS. (RIP) 1X3 BIRCH CLEAT P) (SIDES&BACK) DO NOT SPLICE TRIM.TFRIM TO BE NAILED EVERY 16 INCHES WITH 16-GAUGE FINISH NAILS. 82"TO TOP OF 3).ATTACH THE WORK SECURELY IN PLACE. NAIL HOLES TO FILLED IN WITH SOFT,RUB-IN-TYPE PUTTY.MITER CORNERS.GLUE AND FINISHED FLOOR 9/I6'X 5-1/2' a).NAILING: BLIND NAIL WHERE POSSIBLE.USE FINISH NAILS WHERE EXPOSED.SET FASTEN CORNER JOINTS WITH FINISH NAILS. NAIL HEADS FOR FILLING,EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE NATURAL FINISH(IF ANY). b).ANCHORING:SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT- 16" HR 478 INTO OR DIRECTLY ATTACHED TO SUBSTRATES. 13/16"X 1.1/8" 3/4"THICK BIRCH �j SHELVING 4).CASEWORK:INSTALL WORK IN A MANNER CONSISTENT WITH THE AWl QUALITY HR 106 GRADE SPECIFIED. O 3/4"x 3-1/2* a).SECURE CASEWORK TO GROUNDS,STRIPPING,OR BLOCKING WITH COUNTERSUNK 1/4x3/4"BEADED ar SHELF EDGING R2504 o, CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID 1.5/8"DIA. HR250",5.6 INSTALLATION.SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK. FIR POLE m m y 1.1nf314'X CK b).ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. INTERIOR DOOR u R 3/4' 5).PLASTIC LAMINATED FINISH WORK HERE APPLICABLE): TRUSTILE TS2060 1X3 BIRCH CLEAT O M 1'1 0 +� (W (SIDES&BACK) , 3/4"X 1062 a).COORDINATE AND VERIFY SIZES AND LOCATIONS OF OPENINGS FOR FIXTURES 1-3/4"THICK 66"TO TOP OF 0 Ll" v WITH ACTUAL FIXTURE SIZES. FORM INSIDE CORNERS TO A RADIUS OF NOT LESS ,- „ FINISHED FLOOR ® 1ST. FLOOR: 8 0 THAN 1/8".ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF 2ND. FLOOR: 6'-8" v Ln CRACKS, 00 HR 112-7 3(4"X 7.1/4" W OIJ V HR 1311 TYPICAL CLOSET SHELVING 9/166•'X7/X7/8° �I � cn U y 00 PAINTING NOTES: N . W EXECUTION: 3).WOOD:CLEAN SURFACES OF DIRT,OIL AND OTHER,FOREIGN SUBSTANCES WITH 3).PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH CLEANING AND PROTECTING: 1).ALKYD-ENAMEL FINISH:TWO FINISH COATS OVER A PRIMER. SCRAPERS,MINERAL SPIRITS AND SANDPAPER,AS RE(QU1RED.SAND SURFACED EXPOSED SURFACES. A).EXAMINE SUBSTRATE,AREAS AND CONDITIONS,WITH APPLICATOR PRESENT,FOR EXPOSED TO VIEW SMOOTH AND DUST OFF. 4).FINISH EXTERIOR DOORS ON TOP,BOTTOM AND SIDE EDGES THE SAME AS THE A).AT THE END OF EACH WORKDAY,REMOVE EMPTY CANS,RAGS,RUBBISH AND OTHER a).PRIMER:INTERIOR ALKYD FERROUS-METAL PRIMER. COMPLIANCE WITH REQUIREMENTS FOR PAINT APPLICATION.COMPLY WITH DISCARDED PAINT MATERIALS FROM PROJECT SITE. b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. PROCEDURES SPECIFIED IN PDCA P4. a).SCRAPE AND CLAD SMALL,DRY,SEASONED KNOTS,AND APPLY A THIN COAT EXTERIOR FACES. OF WHITE SHELLAC OR OTHER RECOMMENDED IKNOT SEALER BEFORE APPLYING 5).FINISH INTERIOR OF WALL AND BASE CABINETS AND SIMILAR FIELD•fINiSHED B).PROTECT WORK OF TRADES,WHETHER BEING PAINTED OR NOT,AGAINST DAMAGE D).ZINC-COATED METAL: W 1).PROCEED WITH PAINT APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS PRIMER.AFTER PRIMING,FILL HOLES AND IMPERIFECTIONS IN FINISH SURFACES FROM PAINTING.CORRECT DAMAGE BY CLEANING,REPAIRING OR REPLACING AND HAVE BEEN CORRECTED AND SURFACES RECEIVING PAINT ARE THOROUGHLY DRY. WITH PUTTY OR PLASTIC WOOD FILLER.SAND SIw100TH WHEN DRIED. CASEWORK TO MATCH EXTERIOR. REPAINTING AS APPROVED BY ARCHITECT AND OWNER. I).ALKYD-ENAMEL FINISH:TWO COATS OVER A PRIMER. 2).START OF PAINTING WILL BE CONSTRUED AS APPLICATOR'S ACCEPTANCE OF b).PRIME,STAIN,OR SEAL WOOD TO BE PAINTED IMMEDIATELY ON DELIVERY. G).SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL OR VARNISH COAT. Q.PROVIDE"WET PAINT"SIGNS TO PROTECT NEWLY PAINTED FINISHES.AFTER a).PRIMER:INTERIOR ZINC-COATED METAL PRIMER. 1"t SURFACES AND CONDITIONS WITHIN A PARTICULAR AREA. PRIME EDGES ENDS,FACES,UNDERSIDES,AND BACK SIDES OF WOOD,INCLUDING H).SCHEDULING PAINTING:APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, COMPLETING PAINTING OPERATIONS,REMOVE TEMPORARY PROTECTIVE WRAPPINGS V CABINETS,COUNTERS,CASES AND PANELING. PRETREATED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER PROVIDED BY OTHERS TO PROTECT THEIR WORK. b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. O B).COORDINATION OF WORK: PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION. C/J c).IF TRANSPARENT FINISH IS REQUIRED,BACKPRIMIE WITH SPAR VARNISH. 1).AFTER WORK OF OTHER TRADES IS COMPLETE,TOUCH UP AND RESTORE INTERIOR STAIN AND NATURAL-FINISH WOODWORK SCHEDULE; 1).REVIEW OTHER SECTIONS IN WHICH PRIMERS ARE PROVIDED TO ENSURE 1).OMIT PRIMER OVER METAL SURFACES THAT HAVE BEEN SHOP PRIMED AND TOUCH UP DAMAGED OR DEFACED PAINTED SURFACES.COMPLY WITH PROCEDURES ��I1 COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON REQUEST, d).BACKPRIME PANELING ON INTERIOR PARTMONIS WHERE MASONRY.PLASTER, PAINTED. SPECIFIED IN PDCA P1A).STAIN-VARNISH FINISH:(USE THIS SYSTEM ONLY FOR NATURAL WOOD THAT IS . �4 FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO ENSURE OR OTHER WET WALL CONSTRUCTION OCCURS ON THE BACK SIDE. NOT FACTORY FINISHED.)TWO FINISH COATS OF VARNISH OVER A SEALER COAT _N USE OF COMPATIBLE PRIMERS. e).SEAL TOPS,BOTTOMS AND CUTOUTS OF UNPRIMED WOOD DOORS WITH A HEAVY 2).IF UNDERCOATS,STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF INTERIOR PAINT SCHEDULE: AND INTERIOR WOOD STAIN.WIPE WOOD FILLER BEFORE APPLYING STAIN. SCJ C A O P N AIT,APPLY ADDITIONAL OATS UNTIL PAINT FILM IS OF UNIFORM FINISH,COLOR C).NOTIFY ARCHITECT ABOUT ANTICIPATED PROBLEMS WHEN USING THE MATERIALS COAT OF VARNISH OR SEALER IMMEDIATELY ON DELIVERY. P 1).FILLER COAT:OPEN-GRAIN WOOD FILLER. N E"1 SPECIFIED OVER SUBSTRATES PRIMED BY OTHERS. AND APPEARANCE. A).GYPSUM BOARD(WALLS): 4).FERROUS METALS:CLEAN UNGALVANI2ED fERROU'S METAL SURFACES THAT HAVE NOT 2).STAIN COAT:INTERIOR WOOD STAIN. BEEN SHOP COATED:REMOVE GREASE,DIRT LOOSE MILL SCALE,AND OTHER FOREIGN 1).APPLICATION PROCEDURES:APPLY PAINTS AND COATINGS BY BRUSH,ROLLER,SPRAY 1).ACRYLIC FINISH COATS OVER A PRIMER. APPLICATION: SUBSTANCES.USE SOLVENT OR MECHANICAL CLEANING METHODS THAT COMPLY WITH OR OTHER APPLICATORS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 3).SEALER COAT:CLEAR SANDING SEALER. SSPC'S(THE SOCIETY FOR PROTECTIVE COATINGS)R'XCOMMENDATION. a).PRIMER:INTERIOR GYPSUM BOARD PRIMER. A).COMPLY WITH PRODUCERS SPECIFIED IN PDCA P4 FOR INSPECTION AND ACCEPTANCE J).MINIMUM COATING THICKNESS:APPLY PAINT MATERIALS NO THINNER THAN b).FINISH COATS:INTERIOR LOW-LUSTER ACRYLIC ENAMEL. 4).FINISH COATS:INTERIOR ALKYD-OR POLYURETHANE-BASED CLEAR SATIN OF SURFACES TO BE PAINTED. a).TOUCH UP BARE AREAS AND SHOP-APPLIED PRIME COATS THAT HAVE BEEN MANUFACTURER'S RECOMMENDED SPREADING RATE.PROVIDE TOTAL DRY FILM VARNISH. B).COORDINATION OF WORK:REVIEW OTHER SECTION IN WHICH PRIMERS ARE PROVIDED DAMAGED.WIRE-BRUSH,CLEAN WITH SOLVENTS RECOMMENDED BY PAINT THICKNESS OF THE ENTIRE SYSTEM AS RECOMMENDED BY MANUFACTURE. B).GYPSUM BOARD(CEILING): TO ENSURE COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON MANUFACTURER,AND TOUCH UP WITH SAME PRIMER AS THE SHOP COAT. K).MECHANICAL AND ELECTRICAL WORK:PAINTING OF MECHANICAL AND ELECTRICAL REQUEST,FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO WORK IS LIMITED TO ITEMS EXPOSED IN EQUIPMENT ROOMS AND OCCUPIED SPACES. 1).ACRYLIC FINISH:TWO FINISH COATS OVER A PRIMER. 5).GALVANIZED SURFACES:CLEAN GALVANIZED SURFACES WITH NONPETROLEUM-BASED a).PRIMER:INTERIOR ALKYD WOOD PRIMER FOR ACRYLIC-ENAMEL AND SEMI- W SOLVENTS SO SURFACE IS FREE OF OIL AND SURFACE CONTAMINATES.REMOVE Q.BLOCK FILLERS:APPLY BLOCK FILLERS TO CONCRETE MASONRY BLOCK AT A RATE C).REMOVE HARDWARE AND HARDWARE ACCESSORIES,PLATES,MACHINED SURFACES, PRETREATMENT FROM GALVANIZED SHEET METAL FABRICATED FROM COIL STOCK BY TO ENSURE COMPLETE COVERAGE WITH PORES FILLED. GLOSS ALKYD-ENAMEL FINISHES. LIGHTING FIXTURES AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT PAINTED. MECHANICAL METHODS. b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. �1 IF REMOVAL IS IMPRACTICAL OR IMPOSSIBLE BECAUSE OF SIZE OR WEIGHT OF E).MATERIAL PREPARATION: M).PRIME COATS:BEFORE APPLYING FINISH COATS,APPLY A PRIME COAT, THE ITEM,PROVIDE SURFACE-APPLIED PROTECTION BEFORE SURFACE PREPARATION AS RECOMMENDED BY MANUFACTURER,TO MATERIAL THAT IS REQUIRED TO BE Q.FERROUS METAL: AND PAINTING. 1).MAINTAIN CONTAINERS USED IN MIXING AND APPLYING PAINT IN A CLEAN CONDITION, PAINTED OR FINISHED AND THAT HAS NOT BEEN PRIME COATED BY OTHERS. FREE OF FOREIGN MATERIALS AND RESIDUE. RECOAT PRIMED AND SEALED SURFACES WHERE EVIDENCE OF SUCTION SPOTS OR 1).AFTER COMPLETING PAINTING OPERATIONS IN EACH SPACE OR AREA,REINSTALL UNSEALED AREAS IN FIRST COAT APPEARS,TO ENSURE A FINISH COAT WITH NO ITEMS REMOVED USING WORKERS SKILLED IN THE TRADES INVOLVED. 2).STIR MATERIAL BEFORE APPLICATION TO PRODUCE;A MIXTURE OF UNIFORM DENSITY. BURN-THROUGH OR OTHER DEFECTS DUE TO INSUFFICIENT SEALING. D).SURFACE PREPARATION:CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING STIR AS REQUIRED DURING APPLICATION.DO NOT:STIR SURFACE FILM INTO MATERIALIF NECESSARY,REMOVE SURFACE FILM AND STRAIN MATERIAL BEFORE USING. N).PIGMENTED(OPAQUE)FINISHES:COMPLETELY COVER SURFACES AS NECESSARY TO 14 1 TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE PROVIDE A SMOOTH,OPAQUE SURFACE OF UNIFORM FINISH,COLOR,APPEARANCE .tERE DAR CONDITION AND AS SPECIFIED. F).EXPOSED SURFACES:INCLUDE AREAS VISIBLE WHEN PERMANENT OR BUILT-IN FIXTURES, AND COVERAGE.CLOUDINESS.SPOTTING,HOLIDAYS,LAPS,BRUSH MARKS,RUNS. GRILLES,CONVECTOR COVERS,COVERS FOR FINNED-TIUBE RADIATION,AND SIMILAR SAGS,ROPINESS OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. 1).PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPRIME. �y COMPONENTS ARE IN PLACE.EXTEND COATINGS IN THESE AREAS,AS REQUIRED.TO O).TRANSPARENT(CLEAR)FINISHES:USE MULTIPLE COATS TO PRODUCE A GLASS- dL # G 2).RELEASE A t NT MATERIALS:REMOVE EFFLORESCENT,CHALK,DIRT,GREASE,OILS AND MAINTAIN SYSTEM INTEGRITY AND PROVIDE DESIRED PROTECTION. SMOOTH SURFACE FILM OF EVEN LUSTER.PROVIDE A FINISH FREE OF LAPS,RUNS, r '` G RELEASE AGENTS.ROUGHEN AS REQUIRED RO REMOVE GLAZE.IF HARDENERS OR Q °.v /AND7� DRAWN: MH/MS 1).PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE THE SAME AS SIMILAR CLOUDINESS,COLOR IRREGULARITY"BRUSH MARKS,ORANGE PEEL,NAIL HOLES OR w SEALERS HAVE BEEN USED TO IMPROVE CURING,USE MECHANICAL METHODS OF EXPOSED SURFACES.BEFORE FINAL INSTALLATION OF EQUIPMENT,PAINT SURFACES OTHER SURFACE IMPERFECTIONS. 7k a q -� SURFACE PREPARATION. BEHIND PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH PRIME COAT ONLY. - N SCALE: 1/4"=1'-0" P).STIPPLE ENAMEL FINISH:ROLL AND REDISTRIBUTE PAINT TO AN EVEN AND FINE .�- � JOB#: 2).PAINT INTERIOR SURFACES OF DUCTS WITH A FLAT„NONSPECULAR BLACK PAINT TEXTURE.LEAVE NO EVIDENCE OF ROLLING SUCH AS LAPS,IRREGULARITY IN (P WHERE VISIBLE THROUGH REGISTERS ORGRILLES. TEXTURES,SKID MARKS,OR OTHER SURFACE IMPERFECTIONS. .� September 14,2017 0223 OQ` SHEET NUMBER: GF N E\N A- 10 REVISIONS: z 8"THICK CONCRETE WINDOW WELL z BLUE STONE CAPPING MS REBAR • @12"OC ° FLOOR SYSTEM 1�j e' (SEE FOUNDATION PLAN) o • T 5/8"dia.ANCHOR BOLT ° 91 a z w/3X3 SQ.WASHER,NUT @48"OC 8"THICK CONCRETE 0•! min.6"DEEP ' II!IIIIII!IIIIIIIIIIIIIII!!1111111!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllllllllllllllllllllll�lllllllllllll!IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII GRAVEL , WINDOW WELL 3'-D"min. - •° � SLOPED GRADE � D (AWAY FROM BLDG.) ° ° 2X6 ACQ SILL PLATE(S) =� a • TE z R I I I I I I I `� SISIAL SHIELD @12""OCL "ADJUST FOR LARGER WINDOWS I D (WINDOW SHALL BE ABLE TO p °° OPEN FULLY) O SHOWER SYSTEM AS °• ° SELECTED BY OWNER 4X4 ACQ POST 1X6 CL. CEDAR WINDOW WELLS TO BE COVERED WITH STEEL GRATE. I I I I % COVERS SHALL BE REMOVABLE FROM INSIDE WITHOUT USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS. CAPPINGASPHALTUM DAMPROOFING °° °. 9'-0" BOTTOM OF SILL EGRESS WINDOWS SHALL BE MORE THAN 44 INCHES HE MEMBRANE TO GRADEHES ABOVE FINISHED FLOOR HEIGHT. i 14 1X4 CL. CEDAR LADDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER TRIM BOARD D D THAN 44 INCHES AND SHALL PROJECT NO MORE THAN 6 INCHES INTO THE WELL.LADDER TO BE PERMANENTLY ,1 OF FIXED TO WALL OF WELL,AND HAVE A RUNG SPACE OF 6 X 6 MAHOGANY 2X'-7' ACQ MORE THAN 18 INCHES VERTICALLY FOR FULL HEIGHT OF WELL. 10"POURED CONCRETE D ^ HORIZONTAL WINDOW WELL INSIDE CLEARANCE SHALL BE MINIMUM OF FOUNDATION WALL SEALED & FINISHED - FOR HOOKS 36"X 36"AND SHALL BE ADJUSTED IN SIZE FOR LARGER I I I 3500�5f OPENINGS AS REQUIRED. - Q - II w 2�C4 AC REMOVABLE STEEL GRATE a 1/2"PREMOLDED FILLER MORTISE BRACING �- p 4'min • LADDER AT PERIMETER OIF SLAB BRACING T' TfI ITT t,r{(II RUNGS — S {,? ►• in.3" Il, 0•° PROJECTION _ O BRACKET ,,I ° R LADDER 4"CONCRETE SVAB 1 x;6 T&G VJ (OR(ADDER EGRESS WINDOW S e a e • d m • a a " CL. CEDAR 0°! (PER CODE) Z11111 4 45 de (610TH SIDES) a • PERIME pERED4"COARSE SAND 1' 12" rT1„ g _ BENCH �.! DRAIN p D OR GRAVEIL ^ U 5/8 DIA. T I �_ 1X4 CL. CEDAR — O 5 RAD. � ' #5 REBAR, 60ksi H G A LV. T H R U BOLT TRI nvi BOARD C min.6”DEEP GRAVEL 0•! I ( 241 5/4X4 DECKING ADS DRAIN PIPE ° ' 44"max. I I I I � � O FOr w/ NUT 6L WASH ER Zx ACQ � _ DECKING SOIL CONDITIONS ASSUME SAND AND GRAVEL THRUFLOW GRATE DECKING DBL DECK JOIST UNDER DBL. UP LEDGER AT SHOWER o w/ 5/4" DECKING SURROUND POSTS AS REQUIRED WINDOW WELL DETAIL °;!, • • G a BACKFILL WITH CLEAN FILL. FLASH OVER LEDGER AND UP NTS . .. a• PLUG SIDEWALL MIN. 1' D UNDER FOUNDATION WALL, DETAIL HOLES 1/2 -3/4 4X6 AC CRUSHED STONE I i Q 411-6" DEEP, PITCH TO SHOWER AREA SCALE: 1/2" V-0D11 (6" BELOW GRADE) LANDSCAPE CATCH BASIN TO FABRIC CONNECT TO ADS PIPE. CONNECT TO DRYWELL (TYP.) OUTDOOR SHOWER DETAIL Q a � TIMBERTECH RAILING OR APPROVED EQUAL W 1.4 CAPPING o A•4 0 GRADE kn STEEL FLITCH(S) O © DC w /WINDOW PATE PER PLN (6)#5 REBAR OVER 16" 16" CAPPING STIRRUP @6"O,C A2i'hjO 1p CL 5"w X 5"w X 3/8"t STEEL ANGLE CLIP O(EACH SIDE OF BEAM) Q 3HIGH SX8X1/2 L-SHAPE RAILING O STEEL OVER OPENING O O OO2/21 2/ U—� ~� O MICROLAMS 0 % 6n PER PLAN10CONC. ° " " " O lu O 5/8"dia.CONNECTION BOLTS rr1/ 2'/z16 r{ WALL D D °D•° ,D BASEMENT g FLOOR JOISTS cn ASTM A307 GRADE A(60,000ksi) O 0 a CONCRETE STAIR O WITH WASHERS AND NUTS a ° % f� C';" c4) O @ 16110C(STAGGERED) (TYP.) /s'dia. .'D' o u o � a u. _ O toll 4 ° O o cu pO \ o GIRDER 3 �. D D • .�D D . •� 4 � n° a a,° a FLUSH DRAIN cz STRUCTURAL BEAM CONNECTION DETAIL01� M 24"X12" 4"CONC.SLAB o t � cNTS \_4 3/B"X2.. F-11 CONC.FTG. . 4. N 'QaJ FASCIA 1X8LAG SCREWS 0 w FRIEZE 1X12 7-1/4" STEEL DRAIN TO CONNECT COLUMN TO DRYWELL(TYPICAL) J — Q 511H " OUTSIDE BASEMENT STAIR 0 1.3 16" 16" u V 5-1/2° a '1 o o71-1 O o STEEL PLATE O I I 5-1/2" 3/8"CARRIAGE BOLTS @16"OC STAGGERED TOP&BOTTOM +/ DOUBLE @ ENDS(TYP.) 4 3/BOLTSA325 8"XBASE PLATE EEL 4"THICK CONCRETE SLAB STEEL COLUMN SINGLE FLITCH PLATE DETAIL d a o o Y d a o 4 p 17 's pp x NTS 6 mil POLY VAPOR(BARRIER c D o� d D � p A Q p STEEL COLUMN 6"X 12"X 1"STEEL V4" Q Q v a -lT=ji=jj= BASE PLATE /n"LEVELING Y4"NON-SHRINK II 21/2" 4" 16° 16" PLATE GROUT(min.) 6" O �i r�� a.l.• r�� H21/2" 21/2-2'xO O o BAND DETAIL STEEL PLATE EXTENSION BOLT PLAN �G BEV I N SC 3/4"dia. ,( CONCRETE FTG. EXTENSION ANCHOR 4' ��' Cu O O (SEE PLANS) Q y SCALE• �, 1/ 11 _ 1 moll 2/z DRAWN: MH MS j 5/8" BOLTSCARRIAGE BOLTS DETAIL ELEVATION SCALE. 0 COLUMN @16"OC (TYP.) (f1� ` * JOB#: - B 3 —„ _ 1ASE PLATE DETAILS. � X22 9 September 14,2017 MULTIPLE FLITCH PLATES DETAIL SCALE: 3/4" = V-011 ,-0 11 Fo�NEw�o SHEET NUMBER: NTS REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° • RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE • p • u RIDGE LEDGER BATHTUB ° • HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLODR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1 .T. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC W WALL STUD THROUGH-ROOF EXHAUST / VENTS SELECTED AND LOCATED BY CONTRACTOR O Fes, METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL � A CHIMNEY AS REQUIRED H c RIM BOARD RAFTER WALL SHEATHING RAFTERS MAINTAIN U SILL PLATE(S) , VENTILATION WOOD JOIST ' • ' ' ' SIDEWALL FLASHING BLOCKING FOUNDATION - , TOP PLATE ^` BLOC KING O ' - - FINISH WALL AND MOISTURE 2x4 LEDGER 4 Z BARRIER TO LAP FLASHING ' STAPPIING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL -- MAINTAIN GAP 2x4 SOFFIT JOIST // O FASCIA I•-� U ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - GUTTER a� FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS ��� PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLAS IINGAT TO MM CHANTAINNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND IR 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3/4" x 18go. TYIDOWN ANCHOR CONNECT TO ON ALL OPENINGS / AC TION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ` ROOF VENTILATION / OVER BEARING WALLS AND HEADERS INSTALL 4'0" O.C. CONNECT TO / 8" - 12" RAFTER RT20 1-1/8" x 20go. TYIDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ON ALL OPENINGS ,'� KEEP ROOFING NAILS OUT / OF FLASHING 2ND. FLOOR WALL pp g op / ROOFING LAPS BASE low ' FLASHING 4 INCHES r RIDGE CAP OF SAME\ BASE FLASHING WRAPS CORNERS, RAFTER EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING o a SIDES 4 INCHES AND LAPS NAILED TO SHEATHING O Q SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT z WOOD JOISTcln a TOP PLATEGIRDER/HEADER - W �•-1 Ui SIDE WALL FLASHING WOOD JOIST a' 'IST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD AND RAKES -- PROVIDE HEMMED EDGES SOo FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS V INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. CONFORM TO SLOPE 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD 0 DBL. SILL PLATE TERMITE SHIELD + v SUB FLOOR ce) N G SILL GASKET WOOD JOISTScf) �`� 4 ai u d ' a\ ' NEOPRENE -^� o TYP. CONC. FOUNDATION ( n 6 MIL. POLY _ GASKET . ' ' 2x6 /2x8 CONTINUOUS WOOD PLATE 0 rn $ V3 ' BOLTED TO STEEL BEAM WITH O x o CONC. SLAB DAMPPROOF EXTERIOR GRANULAR FILL • �. I4 `� EXTERIORSTEEL� STEEL COLUMN � .,` 1/2 " DIA. BOLTS © 48" O.C.oSTAG. EMIL POLY ON EXT � � � p A aj ROOF JACK ��� �� �� STEEL BEAM � � V CONC. SLAB ' p • r n ^ o p " ANCHOR BOLT EMBEDMENT: �` o � m ` 4" x 1/4" x 8" STEEL `� •, n -� ° COMPACT FILL POURED CONCRETE: 7" �� I TOP AND BOTTOM PLATE U ' ' V 'p r BLOCK WALL: 15" ROOFING LAPS ` M 4 ° p n "o •� V ° q e FLASHING AT �� WITH 1/2" x 6" ANCHOR BOLT «s KEYWAY FOOTING n /` C00 p �. p CONC. FTG. �p Q�p • �' SIDES AND TOP ` 1 2" GROUT N cuW ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS / (USP LBPS58 OR BP583) 3" STEEL COLUMN REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I DRAIN TILE ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL W TYPICAL CONC. FOUNDATION. APPLY PILASTERS CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING H WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. V ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL 0 �—SUBFLOOR CONC. SLAB I DOOR FRAME N 6X6 10/10 WWM �y Q---- GARAGE I JOTS COMPACT FILL DOOR USE 2X8 STEEL BEAM FOR B LOC KOUT 4" SLAB W/ 6X6 WMM � I SLOPE • P.T. PLATE �� 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT • ' 1/2" AIR SPACE �` < I <I ° 7 1 �,. o ° e (WITH A NAILING PLATE IF NEEDED) ' AT END AND } " -,p ° o' e :a • ° o TO BE APROX. 1/2" OR HIGHER THAN • s. ES OF WOOD p ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE c BEAMS _ I o 4 o e o e ."' -''-'-<< � ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) GRADE q -� � q q 6X6 W.W.M. .Iv•6 �I qp • -.s,.p /�'r �, n o � —'ll °o p ep�'o�„O� �D�p SUB F LOOR12 'A NOTCH BEAM FOR MUDSILL IF REQUIRED MAXIMUM MIN. 115 N /4 DEPTH OF BEAM JOISTREINFORCING BAR P. , REINFORCING BAR o•° q DRAIN TILE SHEET METAL / 30# FELT UNDER BEAM AT POINT 11'n j =[' STEEL BEA M 12" o' ' OF CONTACT WITH CONCRETE OR CONC. BLOCK 1_111_11 —I uTl— PLATE (BOLTED TO BE REDgRc c , 3„ TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. A d^ SHIMS TO LEVEL BEAM � VIN REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. � 7 v;y!y to DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUTQ 7 n * ,��• 7p -4 SCALE: 1/4"=1'-0" N JOB#: BEAM POCKET fn September 14,2017 SHEET NUMBER: X2233 Q� OF N E\N'�o A- 12 REVISIONS: CODE: 2015 IRC, 2016 NYS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUNC WIND SEISMIC FROST WINTER 10ESHIELD DRAWINGS FLOOD SPEED DESIGN WEATHERING LINE TERMITE DEC" DESIGN UNEDTVXlIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED' 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4"DIA.MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. _Z All fasteners,hangers and anchors to be galvinized or stainless steel. RAFTER 0 JACK STUDS ZD 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. rn Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"xl2"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft.below grade. STAIR RAIILING LOCATION I USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/'LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/'LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing W and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers 1-1/2"SPACE and nuts at 16"o.c. MINIMUM 6).Concrete piers shall be a minimum 6"above grade. HANDRAILS RAFTER 7).All1 PP g oists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). Q O RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. W [� U 9). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal POST for any contact with ACQ. O TOP PLATE P-, Z TOP PLATE O O BALUSTERS U WALL STUD RIM/DECK JOIST o HANDRAIL NOTES: WALL STUD f� OPEN BALUSTER ATTACHED TO WALL o All required handrails shall be of one of the following types or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I. Handrails with circular cross section shall have an ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a RAFTER/PLATE RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater g SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" IN 4"-6"RAFTER RT10 10-3/4"x 18 a.TYDOWN ANCHOR CONNECT ER RAFTER TO PLATE POST-TO-DECK CONNECTION EACH RAFTER CONNECT OWER USE MIN. 2 1 than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR ( ) /2 DIA. GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACECONNECT TO PLATES TO EACHI STUD 8" 12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER 2).Type II. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the 4"DIA.MAXIMUM GIRDER/HEADER profile.The required depth shall continue for at least 3/8 a O inch to a level that is not less than 1-3/4 inches below the -�ERED O A o tallest portion of the profile.The minimum width of the �S CR / M-� za Z GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a �� KEVIN C" F-L•� maximum of 2-3/4 inches. Edges shall have a minimum Z o ° , radius of 0.01 inches. JOIST POST/COLUMN 70 m POST/COLUMN U) N W 0 NAILING SCHEDULE -1 * ,� -y I 11� a O ROOF SHEATHING: ?3E3W9 OGIRDER/HEADER JOINT DESCRIPTION NAIL NAIL NOTES V POST-TO-GIRDER/HEADER CONNECTION QTY. SPACING STRUCTURAL PANEL gd AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH RAILING ROOF FRAMING: LOCATION JUSP NUMBER 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION NAIL JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL o TOP PLATE 10'WALL: 4-8d COMMO RAFTER CEILING JOIST 8'WALL: 3-8d COMMON EACH N TO TOP PLATE 10'WALL: 4-8d COMMO JOIST TOE NAIL0*1 M M , CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o ° STU PARALLEL RAFTER WFCM-SBC LAP NAIL Cf) COo ® 1 BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE Q x 0 " • OVER PARTITION WFCM-SBC LAP NAIL �, @ COLLAR TIE AS PER TABLE 3.4 EACH FACE a, Lo o 00 •t TO RAFTER WFCM-SBC END NAIL '.4 ° WOOD JOIST TO BLOCRAKFTER 2 -8d COMMON END NAIL co u LEDGER I I °,` "° IRDE HEADER CONCRETE PIER •A RIM BOARD EACH END U L2 -16d COMMON rn U) (A TO RAFTER END NAIL 00 .�. ° G R/ 11 GJ WOOD JOIST .','��° N o W WOOD JOIST WALL FRAMING: � (A Y V "y,•A" , JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x TOP PLATE TO PER 2 -16d COMMONFACE MAIL (MINIMUM) TOP PLATE FOOT CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITHVJ I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE W LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS 4-16d COMMO EA. SIOE NAIL IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. ROD l I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIEJ STUD TO 24" FACE REQUIRED I I STUD 2 -16d COMMO O.C. NAIL U V FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16d COMMON 16"O.C. FACE CA FLASHING TUCKED UNDER HEADER ALONG EDGES NAIL U) I TOP OR BOTTOM 2 -16d COMMD PER 2x4 STUD END TOP PIECE R SIDING AND FIRST CONTIN. PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL LAPPED OVER BOTTOM PLATE TO: N PIECE OF SIDING BELOW THREADED ROD FLOOR JOIST, BAND JOIST, 2-16d COMMO PER FACE NAIL END JOIST OR BLOCKING FOOT 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT CONNECTED TO BLDG. @16"OC STRINGER POST @W C MINIMUM DECK FRAMING: V (2)TI END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES BOLTS QTY. SPACING P844 POST a ' 0 JOIST TO: PER TOE ANCHOR "dia. MINIM M GIRDER FLOOR FRAMING n piER 16"TREAD , ..,• - , A JOIST NAIL 4 8d COMMO SILL,TOP PLATE OR o ' o END AWCE ° BRIDGING EACH TOE Zx JOISTS , .° > .. o •. +•, •, 12"xl2"x12" A + TO JOIST 2 -8d COMMONEND NAIL GRADE .o a •. CONC.SLA REQ.) ' '.B'• CONCRETE FOOTING A BLOCKING FOR „' •',oA • w• t. „° (� TO JOIST END NAIL JOIST HANGER BLOCKING 2 8d COMMON EACH TOE LAG BOLTS a CON ,g,�a DECK PIER A BLOCKING TO: EACH TOE 'Q n • CONC. •9,•, PER PLAN v v 3'-0 PIER HOLLOW COLUMN UPLIFT SILL OR TOP PLATE 3 -16d COMMO BLOCK NAIL RIM JOIST/BD. �' 71^.' '<�4a' LEDGER STRIP EACH FACE n SIMPSON STRONG TIE MODEL STRRI/2 DECK POST FTG.CONNECTION 3 -16d COMMOls'°a °a INSTALL AS PER MANUFACTURE'S RECOMENDATIONIS TO BEAM JOIST NAIL DRAWN: MH/MS LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER TOE 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM 3 -8d COMMON JOIST NAIL SCALE: 1/4"=1'-0" DECK/PORCH LEDGER.CONNECTION 6X6 POST JOB#: PAU66 OR WE66 POST/BEAM ANCHOR JAPPLY TO EACH FOOTING BAND JOIST PER END TO JOIST 3 -16d COMMO JOIST NAIL September I4,2017 SHEET NUMBER: BAND JOIST TO: 2 -16d COMMOt I PER TOE NAIL SILL OR TOP PLATE FOOT A- 13 REVISIONS: CODE: 2015 IRC , 2016 NYS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUND WIND SEISMIC FROST WINTER ICESHIELD► SNOW SPEED DESIGN WEATHERINC LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD \X/1ND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D DEPTH TEMP. RE LOAD (MPH) CATEGORY Dt HAZARDS REQUIRED MODERATE SLIGHT TO 11 NONE USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 4"MAX. SOIL COMPACTION: 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED, 4" DIA.MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: Z 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. RAFTER JACK STUDS All fasteners, hangers and anchors to be galvinized or stainless steel. ZD 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concretefooting. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footin s Shall RIDGE-TO-RAFTER CONNECTION g RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER be 3 ft. belowrade. DESCRIPTION APPLICATION g STAIR RAILING LOCATION I USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8E LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER//LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. ROOF LSTA24 11-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing W and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers MINIMUM 1-1/2"SPA and nuts at 16"o.c. 6).Concrete piers shall be a minimum 6"above grade. IO�••�-II W HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored Fi-1 Q to girder(s). O RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical YP building. � U 9). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal POST for any contact with ACQ. O H TOP PLATE TOP PLATE BALUSTERSO z O U RIM/DECK JOIST WALL STUD o HANDRAIL NOTES: a OPEN BALUSTER ATTACHED TO WALL WALL STUD o All required handrails shall be of one of the following types or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION 1).Type 1. Handrails with circular cross section shall have an LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH than 2 inches. If the handrail is not circular it shall have a SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater EACH RAFTER than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACHI STUD EACH RAFTER 2).Type 11. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a t'T1 4"MAX. distance of 3/4 inch measured vertically from the tallest F�1 portion of the profile and achieve a depth of at least 5/16 4"DIA.MAXIMUM inch within 7/8 inch below the widest portion of the GIRDER/HEADER profile.The required depth shall continue for at least 3/8 ,� Q inch to a level that is not less than 1-3/4 inches below the O � �'' tallest portion of the profile.The minimum width of the GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a N+�1 a W Z ° maximum of 2-3/4 inches. Edges shall have a minimum Z JOIST POST/COLUMN ° ° o radius of 0.01 inches. o POST/COLUMN W NAILING SCHEDULEkn W p_, O GIR DER/HEADER ROOF SHEATHING: •• V � JOINT DESCRIPTION QTY. NAIL SPACING NOTES POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL 8d WFCM-SBC DECK/PORCH RAILING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMON RAFTER CEILING JOIST 8'WALL: 3-8d COMMONEACH �.�ERED qR i v I~ TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL G� BEV I SC Cy m Wo ° ® , STA CEILING JOIST TO AS PER TABLE 3.7 EACH FACE �� 'E" y� o y =PARALLEL RAFTER WFCM-SBC LAP NAIL 7 0 GIRDER � o BEARING PLATE CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE * ' 't O Q' " OVER PARTITION WFCM-SBC LAP NAIL (P z U V • COLLAR TIE AS PER TABLE 3.4 EACH FACE o ° ° . TO RAFTER WFCM SBC END NAIL 3 �, 00 �+ u ° WOOD JOIST BLOCKING EACH TOE O 2-8d COMMON F NE m TO RAFTER END NAIL 0 U LEDGER o GIRDER/HEADER I 1 '•,>A RIM BOARD 2- 16d COMMON EACH END U WOOD JOIST I I CONCRETE PIER ° • TO RAFTER END NAIL d, 1 � WOOD JOIST WALL FRAMING: W • ���•° JOINT DESCRIPTION NAIL NAIL NOTES FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x QTY. SPACING TOP PLATE TO PER CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I (MINIMUM) TOP PLATE 2 -16d COMMOls I FOOT FACE NAIL I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION cn LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA.BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. TOP PLATES AT JOINTS FACE' W IF ABLE,SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS l OR BEAM 4-16d COMMO I LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA. SIDE NAIL H TO ALLOW FOR SHRINKAGE. ROD I I Q' REQUIREDI (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR LY TO EACH PIE STUD TO 2 -16d COMMO 24" FACE U I APP FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR JAPPLY TO EACH PIE STUD O.C. NAIL HEADER TO 16d COMMON 16"O.C. FACE'. FLASHING TUCKED UNDER i HEADER ALONG EDGES NAIL 44 U) TOP PIECE OF SIDING AND I I TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END LAPPED OVER FIRST CONTIN. PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL N E-I PIECE OF SIDING BELOW THREADED ROD BOTTOM PLATE TO:FLOOR 101ST, BAND JOIST, 2 -16d COMMO FPER OOT FACE NAIL 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT END JOIST OR BLOCKING CONNECTED TO BLDG. @16"OC STRINGER @16" c MINIPAUM POST DECK FRAMING: U (2)rHRu- END DISTANCE NAIL NAIL BOLTS I JOINT DESCRIPTIONNOTES - PB44 POST 4 I QTY. SPACING � ANCHOR "dia. 4 . JOIST TO: PER TOE FLOOR FRAMING o °IN PIER 16"TREAD , '•' ...• - MINIM M s " SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL"' 2x JOISTS , � '• o ' o o END NCE > 'o ;,•'', '• 12"x12"x12" " V BRIDGING RAD ° o° • COS REQ.) �'a '•g'. CONCRETE FOOTING TO JOIST 2-8d COMMON EACH NAIL ea.00 ., BLOCKING FOR °''<A "v BLOCKING EACH TOE JOIST HANGER •> - y TO JOIST 2 -8d COMMON LAG BOLTS B"dia. 0 s'o DECK PIER Y y " END NAIL '� a D •a h CONC. ° V° PER PLAN 3'-0 PIER BLOCKING TO: 3 16d COMMO EACH TOE RIM JOIST/BD. HOLLOW COLUMN UPLIFT�' b4� °'�°• SILL OR TOP PLATE BLOCK NAIL EDGETO BEAM JOIST NAILR STRIP 3 -16d COMMO EACH FACE Oe c °4 L SIMPSON STRONG TIE MODEL STRRI/2 DECK POST FTG.CONNECTION INSTALL AS PER MANUFACTURE'S RECOMENDATIONS LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER TOE DRAWN: MH/MS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING DECK/PORCH LEDGER CONNECTION TO BEAM 3 -8d COMMONJOIST NAIL SCALE: 1/4"=1'-0" 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST PER END JOB#: TO JOIST 3 -16d COMMO JOIST NAIL September 14,2017 BAND JOIST TO: 2 -16d COM MO PER SHEET NUMBER: TOE NAIL SILL OR TOP PLATE 1 FOOT A- 13 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: G, E *14N" ERAL 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 41-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER'TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER'TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER'TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3). Dimensions shall take precedlent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 w precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C) un specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL p p p p g P2 - 16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 0 FW-' anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 O O ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE Z INTERSECTIONS 4- 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE ^� Z 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Q O Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds rrranufacture's specifications and applicable codes. TYP p STUD O.C. NAIL w U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. V 7). The General Contractor is to, consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. c H such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL a U0 in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION O p 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC �J U 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: t� FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT 7). INTERIOR SHEARWALL CONNECTIONS: F LOO R F RAM I FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occurring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4 - Sd COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4). Any new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2 - 8d COMMON EACH TOE with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" hong at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on rade to be 2500 s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. d COMMON 6" O.C. SEE NOTES: 1,3 W g P• TO JOIST END NAIL @ @ z poured on 4 inch thick sand or;gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 B o Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6° ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g SILL OR TOP PLATE 3- 16d COMMON BLOCK NAIL @ O.C.O.0 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge 0 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP 3 - 16d COMMO EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4"O.C. SEE NOTES: 1,3 attached with the above requirements. TO BEAM JOIST NAIL ,.� 8x16 cast iron foundation vent for every 150 sq. ft. of area. ZNOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. W N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMONJOIST NAILa 0 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. U o 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMONr- Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 u H EATHtNG: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. RF For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below rade. Porches with covered roofs shall have 12" dia. concrete vers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. g P g STRUCTURAL PANEL 8d WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES o 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL �, otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) m v{ s; o 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. o, m W U where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD X 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS ° Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 a' v ( ) 1 ( ) g 6). Concrete piers shall be a minimum 6 above grade. p openings. LVL headers to have (3) jack studs and 2 full length studs on each side of x o � ( ) g WALL SHEATHING: w .� openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES �i 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored �, M � i~ openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Ix � -° and blocking where applicable. QTY. SPACING 5 40 4 Z 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall Z 5 . All flush beams/headers to be installed with heavy duty galvinized hangers and 8d COMMON g g q I~ v y Y g g PANELS WFCM - SBC be used. U �. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE N v 6d COMMON 6). Double a floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o r� P 1 P 1 Pp Y. g g Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<6<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10" O.C . FIELD 7). Provide 2 - 1-3/4" thick micriolams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted (typical). FLOOR SHEATHING: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL w 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8'TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwiise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. pp STRUCTURAL PANELS gd COMMON 6;;O.C. EDGEU V 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES 1" OR LESS 12 O.C. FIELD rA under all bearing walls. as required by current NYS Residential Code-FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2 HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. )• Y Y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing V 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, Contractor and owner for final review and approval. is nailed 3�� on-center at the panel edge to obtain higher 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufactures instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. ' 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of trails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5). For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. y 3). All electrical work to comply with 2014 NEC. to be reduced to] - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. \�-��RED,4RC 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 r� torch down type material over. and R315 of IRC. DRAWN: MH/MS * '. -+_•' � N � SCALE: 114'=1'-0° 16). All sill plates and wood in contact with concrete to be pressure treated. 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R BEDROOM R I I a o - I Q >1 No. 3' _ � 7 STAIR HALL to l/'j 1 N / - S I /• I 1 I 1 l CTD72 in 0 1 1 I !/�� 1 1 1 BATH , 1 I I 1 I 1 I SD 1 1 1 1 — 1 1 1 / I R 1 1 1 ---- ----- j, /,Jr. MASTER BATH j ---------- - -- -------^------ --- ----------------- ----- ------- MINR i I • /-r -'— R r 1 I _�R O ------------------------- �� --- ----- o L ---------- \ WALK-IN I —- � " m a ° m --_____-- 11 CLOSET - O o 1 I 1 1 1 w v CRD I 1 1 1 I � u, m V I 1 i 1 1 n 1 1 1 1 i v IID lL I 1 1 1 1 � v C� .. 1 i 1 1 N Iv F �� I --------------------------- -------------------------------------------- BEDROOM -------------------------------------------BEDROOM I 1 1 I W I 1 1 1 No. 4 1 1 1 1 I••{ I 1 1 I U 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I N i DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: September 14,2017 SHEET NUMBER: -3