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HomeMy WebLinkAbout30643-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32319 Date: 05/01/07 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 915 LAKESIDE DR SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 90 Block 4 Lot 6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 10, 2004 pursuant to which Building Permit No. 30643-Z dated SEPTEMBER 10, 2004 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ANTHONY F & JULIA GRAZIANO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 105360C 08/21/06 PLUMBERS CERTIFICATION DATED 03/15/07 K.REMPE PLUMBING&HEATING u hor zed ignature Rev. 1/81 ht Form No.6 L` TOWN OF SOUTHOLD BUILDING DEPARTMENT 16 7 TOWN HALL 765-1802 _ APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: Aor new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or p topographic features. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).t vl' 3, Approval of electrical installation from Board of Fire Underwriters. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. N 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. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"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$25.00, Additions to dwelling $25.00 Iterations to dwelling$25.00, rmri � Swiing pool $25.00, Accessory building$25.00, Additions to accessory bui ing $25.00, 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$15.000 Qin<J Date. New Construction: f� Ol"d/or Pre-existing Building: (check one) Location of Property: spo4-14o4, k?� (/9:7/ House No. 'J Street Hamlet Owner or Owners of Property: ./� Jt 0)0 J'JJ UA C�12l4Z//9�Jc� Suffolk County Tax Map No 1000, Secfion W .2 Block Lot Subdivision _ Filed Ma Permit No. © Date of Pe mit*1. Applicant:�il �/J 2-14-146 Health Dept. Approval:_ __Underwriters Approval: Planning Board Approval: N k Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 5 O C) CdA_ d Appli ignat 411 It Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application 8/21/2006 375 Dunton Avenue 105360C East Patchogue, New York 11772 (631)286-6642 Issued To: Mr. Grazzano Street: 915 Lakeside Drive Village: Southold Zip: 11971 Town: Southold Section: q04-J .A Block: 4 Lot: b Contractor: Concealed Power Lic. # 5179-E Was examined and found to be in compliance with the National Electrical Code. Commercial ❑ NV Defects ❑ Pool [XI 1st Floor ❑X Indoor ❑ Basement ❑ Hot Tub X Residential ❑ Det.Garage X Attic IX 2nd Floor X Outdoor F- Addition ❑ Survey Switches Receptacles Fixtures GF/ Heaters A/C Fans 66 59 87 11 6 8 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1/20 1 20 1 30 1 50 1/20 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 X 5 7 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 400 1 U / 5 Bldg. Permit: Other Equipment /L �- 200 Amp Main Breaker Panels 2- 30 Amp A/C Disconnect 1- 40 Amp A/C Disconnect Hugo S. Surdi 3- 15 Amp Air Handler Disconnect President Rough Inspection: 12/22/2005 Inspector: John McMahon III Final Inspection: 08/16/2006 Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. • a asa�.»low^644A*am WAR Now Fee al ?SSAWS TOWOW a Is)r.s•nes ge~ Fwa yea A+.1l orncs or r+m GUNAM o IMMCTM TCVM or Sou"OLC a ,tet,.+t : a � � : o ■ 3 iso *wilding remit me. 306 Crneri ���� p •a • psa rluNper, a elle pTe 2 earthy shot the solder used to the Metes supply •ytM cantatas lees then 2/10 e! 1• led. 4 4,c—, sin Sworn t0 Mlet• N this Notary rrflia. t ,V` county NOW UNOA MEIM IWO 4INyrriY hmm ciiw o�, vwsMl. i SURVEY OF LOT 73 AND P/O LOT 74 N/F MEL LY IN LOT72 MAP OF CEDAR BEACH PARK N29038'50"W 337.60 CM w SITUATE 7.0' b o BAYVIEW, TOWN OF SOUTHOLD 21 1 O E N SUFFOLK COUNTY, N.Y. o ►d 78o TM# 1000-090-04-06.1 0 WOOD DECK `? FD O cu w/RooF OVER q usZ9g WOOD W SURVEYED FOR: ANTHONYF GRAZIANO L LOT 73k . DECK O 11 7, JULIAN GRAZIANO cM : h V k/ 61.1' m .z' 2STORY °' N ppb WOOD FRAME O O rc .4k y 4 0, IA di RESIDENCE (/� GUARANTEED ro: ANTHONY F GRAZIANO NO Eq JULGRAZIANO FD 4. Cm CONS?R ry ,^I o� P/Qt urcx e.sm c' 4 ly 2•� �2„VY O� V� ti a� OT74 W°°° , a 4a.o S 36' "F FLOATWG SURVEYED 21 JANUARY 2004 DOCK N 83 3g! ED "nW S R OVER CORNER OF LINE 0.3' r/'' r� AREA = 44,676.90 SF OR 1.025 ACRES �(r�N� v 288.70,Q, V /.A� SCALE I" = 40' CID P/O LOT 74 N O� SURVEYED BY' STANLEYJ.ISAKSEN,JR. P.O.BOX 294 NEW SUFFO K,N.Y. 11956 LICEN D LAND S RVE Y R NYS C No 49 3 04RI292RI l JIMY C6 VYM IE$VPY(V, SNOW R(CONSIRULICO RCSIDCMCE. James F. King,President ��oF soUTyo Town Hall Jill M. Doherty,Vice-President ,`O �� P.O. Route 25 P.O. Box 1179 Peggy A. Dickerson 11 Southold,New York 11971-0959 Dave Bergen Cn Bob Ghosio,Jr. i� Telephone(631)765-1892 �y " Fax(631) 765-6641 0UNT , BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0193C Date: April 24, 2007 THIS CERTIFIES that the construction of an addition to the existing dwelling At 915 Lakeside Drive, North, Southold, New York Suffolk County Tax Map # 90-4-6 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 06/02/04 pursuant to which Trustees Permit# 5943 Dated 06/24/04. Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of an addition to the existing dwelling. The certificate is issued to Anthony Graziano owner of the aforesaid property. Oil r Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30643 Z Date SEPTEMBER 20 , 2004 Permission is hereby granted to : ERNEST SCHNEIDER PO BOX 1850 SOUTHOLD,NY 11971 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 915 LAKESIDE DR SOUTHOLD County Tax Map No. 473889 Section 090 Block 0004 Lot No. - L'C,- h P� pursuant to application dated SEPTEMBER 10, 2004 and approved by th a - Building Inspector to expire on MARCH 20 , 2006 . Fee $ 617 . 70 A hor' zed gnature ORIGINAL Rev. 5/8/02 °R182607 CHARLES M . THOMAS , R.A. PO Box 877 JAMESPORT, NY 1 1 947 OFF/CE (63 7 ) 727-7993 Fax (63 7 ) 727-8033 April 11, 2007 Building Department Town of Southold 53905 Main Road Southold, N.Y. 11971 Re: Graziano Residence Duct Penetration Thru Required Fire Separation Between Garage and Residence Dear Building Department, This letter shall serve to certify that I have reinspected the garage in the above referenced residence on April 11, 2007. 1 have concluded that as constructed, the garage, does exceed the minimum requirements of the Residential Code of the State of New York. Ple a call t office with any questions or concerns at(631) 727-7993. Thank you. Very try y urs, A S ocy/� s h as, R.A. Q2406� y�Q� OF NE`N 3o�, Y3 CHARLES M . THOMAS , R.A. P❑ Box 877 JAMESPORT, NY 1 1 947 OFF/CE (63 1 ) 727-7993 Fax (63 7 ) 727-8033 January 16, 2007 Building Department Town of Southold 53905 Main Road Southold, N.Y. 11971 Re: Graziano Residence Duct Penetration Thru Required Fire Separation Between Garage and Residence Dear Building Department, This letter shall serve to certify that I have inspected the mechanical room/garage in the above referenced residence on January 4, 2007. 1 have concluded that as constructed, per section R-309, garages and carports with a 22 gage sheet steel duct material and with the installation of the 1 Y2 Hr fire-rated damper, this assembly, does exceed the minimum requirements of the Residential Code of the State of New York. Please call the office with any questions or concerns at(631) 727-7993. Thank you. Ve truly ours E ` I/ ��F� pRc... es . Tho s, R.A. �(p 1` 0 4061 fi OF IN SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [prfINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: f T7 s� DATE �� INSPECTOR `"� �o�y,OF SOUT,y�� Z- TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION 4 ; [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �- �- 0 =� - l DATE ���� INSPECTOR ' TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACEA CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: -5 �A� ✓ X • DATE AR INSPECTOR S a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION I ST ROUGH PLBG. ] FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREP zL�CE & CHIMNEY FIRE SAFETY INSPECTION 'ur r, -To REMARKS: A LA, "L'� ill I DAT INSPECTOR 501140, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ON [ ] FRAMING / STRAPPING [ ;,, FINAL [ ] FIREPL pf & CHIMNEY [ ] FIRE SAFETY INSPECTION C REMARKS: 3 cJyt �� DATE INSPECTOR �o�aoe soulyo� 3 ° ' 3Z- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [� ] INSULATION [FRAMING / STRAPPING [ ] FINAL [/\] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: c - Un 55 r DATE �a �°�/� -INSPECTOR- 3 Z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ] INSULATION FRAMINC�TNG ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ' C) _ y DATE INSPECTOR 3 �-3 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE _ /�� os INSPECTOR �' 765.1802 BUILDING DEPT. INSPECTION FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ` Hc DATE �� INSPECTOR '�` 7FOUNDDATION PECTION REPORT DATE COMMENTS 0�` (1ST) ..� x l FOUNDATION(2ND) IL - y ROUGH FRAMING& PLUMBING H _N D r INSULATION PER N.Y. _ y STATE ENERGY CODE � � O' s y w '. FINAL 1 jl ADDITIONAL COMMENTS 71 �� -��R ' I — Ye I •r el3 _M 6 '0 m Z z / OA - 4 - j ro H O z x � r v b H "••" "�' �.��....,, ,� BU1LIANU PERMIT APPLICATION CHECKLIS' BUILDING DEPARTMENT Do you have or need the following,before applyin€ TOWN HALL 1 .1 ..p 10 7n, Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northforLnet1SouthoId/ PERMIT NO. b64 Check Septic Foran N.Y.S.D.E.C. Examined a 0 ,20--Y �. Contact:Trustees , / /- Approved 7 4e 20 Mail to: klAE d r- Disapproved a/c J ( M Phone: 0 --�/ Expiration O 20 /, 5�7�7-- i in spector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date 20 /a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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, ayd waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. -/d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. ,e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 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 beaequired. 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 olition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, mg cod , and regulations, and to admit authorized inspectors on premises and in building for necessary inspections (Signa a app t or name,if a corpora4on) (Mazhng address of a can State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premisestJ�e�Ow��Q �t+ePc'Z`p�Q As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will b done:, �� House Number Street Hamlet County Tax Map No. 1000 SectionD Blockto I Subdivision *� 'o Filed Map No. `7 (Name) V,. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy –�o�c•\\C � � b. Intended use and occupancy Nature of work(check which applicable): New Building Addition Alteration Repair Removal , Demolition Other Work (Description) Estimated Cost c;71f��° Fee 1�� (To be paid on filing this application) If dwelling, number of dwelling units _Number of dwelling units on each floor If garage, number of cars EaRiCc If business, commercial or mixed occupancy, specify nature and extent of each type of use. L Dimensions of existing structures, if any: Front 35'- Rear ,� Depth Height 2S' } Number of Stories 7 DimensiqDL2f.same structure with alterations or additions: Front -(al -I/-- Rear 7S1'% Depth _ Height ?a'�rNumber of Stories Dimensions of entire new construction: Front Rear Depth Height Number of Stories Qlf Size of lot: Fro t (b'er' Rear � 1V l Depth IFtQ Date of Purchase Name of Former Owner Zone or use district in which premises are situated Does proposed construction violate any zoning law, ordinance or regulation? YES_NO Will lot be re-graded? YES_NO X.Will excess fill be removed from premises?�YES_NO� Names of Owner of remises dress '`Ph ne o. 14, -�2r2`}2$ Name of Architect rve-AAEL) GQ�ddres9r�E'4Le0 n? M Phone No UZ 3Ng-- Name of Contractor Address Phone No. a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESX.`NO IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. Provide survey, to scale, with accurate foundation plan and distances to property lines. '. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. -ATE OF NEW YORK) SS: )UNNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual sitning contract)above named, )He is the C. sz (Contractor,Agent, Corporate Officer,etc.) said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; it all statements contained in this application are true to the best of his knowledge and belief; and that the work will be rformed in the manner set forth in the application filed therewith, volbefore metilisr � _day of - L¢" ZO C� NotAo Public Signature o p t BONNIEI.DOM, Notary Public,State Of Near% No.OID06095328,Suffolk ea Term Expires 1uk 7.20!t ' BUILDING PERMIT EXAMINER CHECKLIST �` DATE REVIEWED: 9 /"/04 APPLICANT: �cu�- , � - DATE SUBMITTED: q / I o/04 SCTM#DISTRICT: 1,000, SECTION: BLOCK: � , LOT: 4- _ SUBDIVISION: &..A ADDRESS: qjI I AKt-_SIbe L)QCITY: _lL)QI`fi}-ULhL_ZONING DISTRICT: ie-qO CONFORMING? yd. BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP /4103-Z/C/0 Z- , INFO Z BP 7o4(5 -Z/C/0 Z- 6131 , INFO .�/� BP: S,2o -Z/C/0 Z- d;Q , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED 1116 NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN-1997 100-25.Merger.(A nonconforming at any timeafter 7/1/83) REQ. LOT SIZE: 0,000 ACT. LOT SIZE: REQ. LOT COV. o , ACT. LOT COV.--'- REQ. FRONT PROP. FRONT ,,-REQ SIDE /32J& ACT. SIDE ✓' Q REARzi PROP. REAR :j REQ. HEIGHT +•/ PROP. HEIGHT PROJECT DESCRIPTION:4bnSIAt_, 16 ESTIMATED PROJECT COST: ARCHITECT/ENGINEER: fA-&Cg,, so - WATER FRONT? LJL DESCRIPTION:e, BIW&4611 EL # FLOOD ZONE-X—)— BULKHEAD?- DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or(S(BED #): DTE: _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y oePSEPTIC CER IFICATION: Y o& NEW YORK STATE DEC: PRE-DEC 9/1/76EN or NO DTE: Y / /I PERMIT#: SOUTHOLD TOWN TR jjiEES: or NO DTE: t OV /N PERMIT#:5y�yl TOWN ZONING BOARD APPROVAL: YES or DTE: /_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES o DTE__/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o(T) NEW YORK STATE CODE COMPLIANCE (SEE P 2):(YE or NO NOTES: FEE STRUCTURE: FOUNDATION: o!3' SF FIRST FLOOR: UQ-3 SF SECOND FLOOR: /3K� SF OTHER: SF INIT OTHER TOTAL TOTAL: ,- D SF FEE FEE FEE 1. ( yC��i SF)- ES( 6U SF)= J/ 5� SF X$ , 3 '70 ` �� +$ /SZ) +$ =$ / '70 2. ( SF)- ( SF)= SFX$ _$ +$ +$ =$ 3. ( SF)- ( SF)= SFX$ _$ +$ +$ =$ FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth:36" Termite:M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: r' DESIGN CRITERIA: ENGINFERE RESCRIPTIVE FULL FRAMING DESIGN EL NTS:G/N'� HEADERSO/N W STUDS.dVN GIRDERS:N/N CEILING JOISTS:(9/N OR JOISTS:CV/N ROOF RAFTERS.O/N LUMBER SPECIES AND G :($/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTSON EGRESS 5.7 S.F.f/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE:VN MEANS OF EGRESS: Y/I PLUMBING ER D GRAM LOCATION�:FF ROTECTION EQUIPMENT: Y/N TRUSS DESI /N CERTIFICATION: Y/N ENERGY CALCS�YNN ' TOTAL COMPLIENCE?Y/N(RETURN TO PAGE ONE SURVEY OF 337 60 LOT 73 AND P/OLOT 74 N/,F MELL Y IN Lor 72 K' MAP OF CEDAR BEACH PARK N 2938'50"W CM N N 27.0' ti SITUATE 0 0 BAYVIEW, TOWN OF SOUTHOLD � Qp � , 10 " E _ SUFFOLK COUNTY, N. Y. 7(.JO 55TORAGE °i 0o N 2 4.2'X4.2' TM# '000-090-04-P/0 LOT 06 LLJ FDSTOOP CM 350' LOT 73 ROOF p R 9g SURVEYED FOR: ANTHONY F GRAZIANO L FD co/vc. J2' JULIA M. GRAZIANO • \\� CM 25.7' e WOOD V� 54 0' .: GARAGE 2 STORY e DECK e� 2 SLA E DRIVEWAY WOOD FRAME p "� O (,, SLATE BORDER / 267 RESIDENCE S�h GUARANTEED TO. ANTHONY F. GRAZIANO .O, 4'6 5 (^L JULIA M. GRAZIANO MKM A857PACT SERWCES INC. WOOD N \ RRST AMERICAN TITLE INS. CO. P�O FE SECRONS » SWOODTEP 5 O RK e 1�p2 JPMORGAN CHASE BANK W c I ' P� 369' S 0o MKS-5-22090 h N (g 2 FL OA DOCK NG SURYE ED 71 JANUARY 2004 3 e 38' 71 - FR. CORNER OF SHED SHED OVER LINE 2J' T G\ AREA = 4467&90 SF. OR 1.025 ACRES 'V v- / SCALE I" = 40' �� c V • 288. 1701 � P/O L 0 T 74 N P� 60 SURVEYED BY: STANLEY J. ISAKSEN, JR. P.O. BOX 294 NEW SUF OLK, N..Y77956 LICE ED LAND SO VEYOR N LIC No 4927 04R1292R1 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION EC PERMIT NUMBER EFFECTIVE DATE 1-4738-02919/00003 August 16,2004 FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S) Under the Environmental August 16,2009 Conservation Law TYPE OF PERMIT■ New ❑Renewal❑Modification ❑ Permit to Construct ❑ Permit to Operate 4, ❑ Article 15,Title 5: Protection of Waters ' ❑ Article 17,Titles 7, 8: SPDES ❑ Article 27, Title 9; 6NYCRR 373: ❑ Article 15, Title 15:Water Supply El Article 19:Air Pollution Control Hazardous Waste Management ❑ Article 34: Coastal Erosion ❑ Article 15,Title 15:Water Transport ❑ Article 23, Title 27: Mined Land Management Reclamation ❑ Article 15,Title 15: Long Island Wells ❑ Article 36: Floodplain Management ❑Article 24: Freshwater Wetlands ❑Article 15,Title 27: Wild,Scenic and ❑ Articles 1, 3, 17, 19, 27, 37;6NYCRR Recreational Rivers ■ Article 25:Tidal Wetlands 380: Radiation Control ❑6NYCRR 608:Water Quality Certifica- ❑ Article 27,Title 7; 6NYCRR 360: tion Solid Waste Management PERMIT ISSUED TO TELEPHONE NUMBER Anthony&Julia Graziano (631)242-2428 ADDRESS OF PERMITTEE 915 Lakeside Drive North, Southold, NY 11971 CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER NAME AND ADDRESS OF PROJECT/FACILITY Graziano property, 915 Lakeside Drive North, Southold COUNTY TOWN WATERCOURSE NYTM COORDINATES / Suffolk Southold Cedar Beach Harbor DESCRIPTION OF AUTHORIZED ACTIVITY: Construct additions to the existing single family dwelling and a pervious driveway. All work must be done in accordance with the attached plans stamped NYSDEC approved on 8/16/04. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS George W. Hammarth (DMG) Region 1 Headquarters, Bldg. #40, SUNY, Stony Brook, NY 11790-2356 AUTHO IZED SIGNATURE DATE Page 1 of 4 August 16, 2004 l: �cr �-.� f �-.�,�.� i -A,' � Af� .ea:trr, k � f .1 � ,� f f• �. l 'OIJ loll1 1 1 � I Ix t W-1 1 • • 1 1 AA�_ ' • • . - . 11 ' TTT ��E� it } {]7� � • �� ' r < ,�9 ► �1, c :i Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES checkSoftware Version 3.6 Release 1 Data filename: southold RESCHECK.rck PROJECT TITLE: Graziano Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO: 0.16 DATE: 09/08/04 DATE OF PLANS: 6/21/04 PROJECT DESCRIPTION: y� 915 Lakeside Dr.N. Southold,NY 11971 N� DESIGNER/CONTRACTOR: 7� 1 7 Paul J.Angelides,P.E. �1 Consulting and Forensic Engineer 17 White Oak Tree Road Laurel Hollow,NY 11781-1211 (516)364-2047 COMPLIANCE: Passes Maximum UA=754 Your Home UA=725 3.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 3695 38.0 6.2 85 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 269 19.0 1.1 12 Wall 1: Wood Frame, 16" o.c. 158 21.0 6.8 5 2856: Metal Frame:Double Pane 11 0.370 4 2856 copy 1: Metal Frame:Double Pane 11 0.370 4 2856 copy 2: Metal Frame:Double Pane 11 0.370 4 2856 copy 3:Metal Frame:Double Pane 11 0.370 4 Wall I copy 1: Wood Frame, 16" o.c. 94 21.0 6.8 4 2856 copy 4: Metal Frame:Double Pane 11 0.370 4 Wall 1 copy 2: Wood Frame, 16" o.c. 239 21.0 6.8 8 2856 copy 5: Metal Frame:Double Pane 11 0.370 4 Door 5:Glass 42 0.350 15 Wall 1 copy 3: Wood Frame, 16" o.c. 32 21.0 6.8 1 2856 copy 6: Metal Frame:Double Pane 11 0.370 4 Wall 1 copy 4: Wood Frame, 16" o.c. 251 21.0 6.8 10 Door 8: Solid 21 0.320 7 Wall 1 copy 5: Wood Frame, 16" o.c. 612 21.0 6.8 25 2856 copy 7: Metal Frame:Double Pane 11 0.370 4 2856 copy 8: Metal Frame:Double Pane 11 0.370 4 2856 copy 9:Metal Frame:Double Pane 11 0.370 4 2856 copy 10: Metal Frame:Double Pane 11 0.370 4 Wall 1 copy 6: Wood Frame, 16" o.c. 281 21.0 6.8 7 2856 copy 11: Metal Frame:Double Pane 11 0.370 4 2856 copy 12: Metal Frame:Double Pane 11 0.370 4 2856 copy 13: Metal Frame:Double Pane 11 0.370 4 Door 5 copy 1: Glass 42 0.350 15 18: Glass 21 0.350 7 18: Glass 21 0.350 7 Wall 1 copy 7: Wood Frame, 16" o.c. 25 21.0 6.8 1 Wall 1 copy 8: Wood Frame, 16"o.c. 358 21.0 6.8 10 7: Metal Frame:Double Pane 17 0.370 6 11: Metal Frame:Double Pane 8 0.370 3 11 copy 1:Metal Frame:Double Pane 8 0.370 3 18 copy 1:Glass 21 0.350 7 18 copy 2:Glass 21 0.350 7 Door 5 copy 2:Glass 42 0.350 15 Door 9: Solid 11 0.320 4 end first floor: Wood Frame, 16" o.c. 289 21.0 6.8 12 2856 copy 14: Metal Frame:Double Pane 11 0.370 4 2856 copy 15: Metal Frame:Double Pane 11 0.370 4 Wall 1 copy 9: Wood Frame, 16"o.c. 232 21.0 6.8 9 2856 copy 16: Metal Frame:Double Pane 11 0.370 4 2856 copy 17:Metal Frame:Double Pane 11 0.370 4 4: Metal Frame:Double Pane 16 0.370 6 Wall 1 copy 10: Wood Frame, 16" o.c. 94 21.0 6.8 4 5: Metal Frame:Double Pane 5 0.370 2 5 copy 1:Metal Frame:Double Pane 5 0.370 2 Wall t copy 11: Wood Frame, 16" o.c. 157 21.0 6.8 6 7 copy 1:Metal Frame:Double Pane 17 0.370 6 Wall 1 copy 12: Wood Frame, 16"o.c. 14 21.0 6.8 1 Wall 1 copy 13: Wood Frame, 16"o.c. 144 21.0 6.8 6 10: Metal Frame:Double Pane 7 0.370 3 10 copy 1: Metal Frame:Double Pane 7 0.370 3 Wall 1 copy 14: Wood Frame, 16"o.c. 313 21.0 6.8 13 5 copy 2: Metal Frame:Double Pane 5 0.370 2 5 copy 3: Metal Frame:Double Pane 5 0.370 2 Wall 1 copy 15: Wood Frame, 16"o.c. 552 21.0 6.8 18 4 copy L Metal Frame:Double Pane 16 0.370 6 4 copy 2: Metal Frame:Double Pane 16 0.370 6 Window 32: Metal Frame:Double Pane 8 0.370 3 Window 32 copy 1: Metal Frame:Double Pane 8 0.370 3 Door 10: Glass 48 0.350 17 Door 11: Glass 24 0.350 8 Door 11 copy 1: Glass 24 0.350 8 Wall l copy 16: Wood Frame, 16" o.c. 454 21.0 6.8 19 2856 copy 18:Metal Frame:Double Pane 11 0.370 4 2856 copy 19: Metal Frame:Double Pane 11 0.370 4 2856 copy 19: Metal Frame:Double Pane 11 0.370 4 Basement Wall 1: Solid Concrete or Masonry 60 0.0 1.2 14 Wall height:4.0' Depth below grade: 3.0' Insulation depth:4.0' Basement Wall 1 copy 1: Solid Concrete or Masonry 36 0.0 1.2 8 Wall height:4.0' Depth below grade: 3.0' Insulation depth: 4.0' Basement Wall 1 copy 2: Solid Concrete or Masonry 90 0.0 1.2 21 Wall height:4.0' Depth below grade: 3.0' Insulation depth:4.0' Basement Wall I copy 3: Solid Concrete or Masonry 12 0.0 1.2 3 Wall height:4.0' Depth below grade: 3.0' Insulation depth:4.0' Basement Wall I copy 4: Solid Concrete or Masonry 230 0.0 1.2 54 Wall height:4.0' Depth below grade: 3.0' Insulation depth:4.0' Basement Wall 1 copy 5: Solid Concrete or Masonry 105 0.0 1.2 25 Wall height:4.0' Depth below grade: 3.0' Insulation depth:4.0' Basement Wall I copy 6: Solid Concrete or Masonry 134 0.0 1.2 31 Wall height: 4.0' Depth below grade: 3.0' Insulation depth:4.0' Basement Wall 1 copy 7: Solid Concrete or Masonry 134 0.0 1.2 31 Wall height: 4.0' Depth below grade: 3.0' Insulation depth:4.0' Basement Wall 1 copy 8: Solid Concrete or Masonry 108 0.0 1.2 25 Wall height: 4.0' Depth below grade: 3.0' Insulation depth: 4.0' COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer Date REScheck Inspection Checklist New York State Energy Conservation Construction Code RES checkSoftware Version 3.6 Release 1 DATE: 09/08/04 PROJECT TITLE: Graziano Residence Bldg. Dept. Use Ceilings: ( ] L Ceiling L Cathedral Ceiling(no attic), R-38.0 cavity+R-6.2 continuous insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c.,R-21.0 cavity+R-6.8 continuous insulation Comments: [ ] 2. Wall 1 copy 1: Wood Frame, 16"o.c.,R-21.0 cavity+R-6.8 continuous insulation Comments: [ ] 3. Wall 1 copy 2: Wood Frame, 16"o.c,R-21.0 cavity+R-6.8 continuous insulation Comments: [ ] 4. Wall 1 copy 3: Wood Frame, 16" o.c.,R-21.0 cavity+R-6.8 continuous insulation Comments: [ ] 5. Wall 1 copy 4: Wood Frame, 16" o.c.,R-21.0 cavity+R-6.8 continuous insulation Comments: [ ] 6. Wall 1 copy 5: Wood Frame, 16"o.c,R-21.0 cavity+R-6.8 continuous insulation Comments: [ ] 7. Wall l copy 6: Wood Frame, 16"o.c., R-21.0 cavity+R-6.8 continuous insulation Comments: [ ] 8. Wall 1 copy 7: Wood Frame, 16" o.c.,R-2 LO cavity+R-6.8 continuous insulation Comments: [ ] 9. Wall 1 copy 8: Wood Frame, 16" o.c.,R-21.0 cavity+R-6.8 continuous insulation Comments: [ ] 10, end first floor: Wood Frame, 16" o.c., R-21.0 cavity+R-6.8 continuous insulation Comments: [ ] 11. Wall 1 copy 9: Wood Frame, 16" o.c,R-21.0 cavity+R-6.8 continuous insulation Comments: [ ] 12. Wall 1 copy 10: Wood Frame, 16"o.c., R-21.0 cavity+R-6.8 continuous insulation Comments: [ ] 13. Wall 1 copy 11: Wood Frame, 16"o.c., R-21.0 cavity+R-6.8 continuous insulation Comments: [ ] 14. Wall 1 copy 12: Wood Frame, 16" o.c.,R-21.0 cavity+R-6.8 continuous insulation Comments: [ ] 15. Wall 1 copy 13: Wood Frame, 16" o.c.,R-21.0 cavity+R-6.8 continuous insulation Comments: [ ] 16. Wall 1 copy 14: Wood Frame, 16" o.c.,R-21.0 cavity+R-6.8 continuous insulation Comments: [ ] 17. Wall 1 copy 15: Wood Frame, 16" o.c., R-21.0 cavity+R-6.8 continuous insulation Comments: [ ] 18. Wall 1 copy 16: Wood Frame, 16"o.c.,R-21.0 cavity+R-6.8 continuous insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry,4.0'ht/3.0'bg/4.0'insul, R-1.2 continuous insulation Comments: Exterior insulation must have a rigid, opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. [ ] 2. Basement Wall 1 copy 1: Solid Concrete or Masonry,4.0'ht/3.0'bg/4.0'insul, R-1.2 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. [ ] 3. Basement Wall I copy 2: Solid Concrete or Masonry,4.0'ht/3.0'bg/4.0'insul, R-1.2 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. [ J 4. Basement Wall 1 copy 3: Solid Concrete or Masonry,4.0'ht/3.0'bg/4.0'insul, R-1.2 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in,below grade. [ ] 5. Basement Wall 1 copy 4: Solid Concrete or Masonry,4.0'ht/3.0'bg/4.0'insul, R-1.2 continuous insulation Comments: Exterior insulation must have a rigid, opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. [ ] 6. Basement Wall 1 copy 5: Solid Concrete or Masonry,4.0'ht/3.0'bg/4.0'insul, R-1.2 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in. below grade. [ ] 7. Basement Wall 1 copy 6: Solid Concrete or Masonry,4.0'ht/3.0'bg/4.0'insul, R-1.2 continuous insulation Comments: Exterior insulation must have a rigid, opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. [ ] 8. Basement Wall 1 copy 7: Solid Concrete or Masonry,4.0'hV3.0'bg/4.0'insul, R-1.2 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in,below grade. [ ] 9. Basement Wall 1 copy 8: Solid Concrete or Masonry,4.0'ht/3.0'bg/4.0'insul, R-1.2 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. I Windows: [ 1 1. 2856:Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 2. 2856 copy 1: Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 3. 2856 copy 2: Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 4. 2856 copy 3:Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors,describe features: # Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 5. 2856 copy 4: Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 6. 2856 copy 5: Metal Frame:Double Pane,U-factor:0.370 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 7. 2856 copy 6: Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes( ]No Comments: [ ] 8. 2856 copy 7: Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 9. 2856 copy 8: Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 10. 2856 copy 9: Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 11. 2856 copy 10: Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 12. 2856 copy 11: Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 13. 2856 copy 12:Metal Frame:Double Pane, U-factor:0.370 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 14. 2856 copy 13: Metal Frame:Double Pane,U-factor:0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 15. 7: Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 16. 11: Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 17. 11 copy 1: Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 18. 2856 copy 14: Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 19. 2856 copy 15: Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 20. 2856 copy 16: Metal Frame:Double Pane, U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 21. 2856 copy 17: Metal Frame:Double Pane,U-factor:0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 22. 4: Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 23. 5: Metal Frame:Double Pane, U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 24. 5 copy 1: Metal Frame:Double Pane,U-factor:0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 25. 7 copy 1: Metal Frame:Double Pane, U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 26. 10: Metal Frame:Double Pane, U-factor: 0.370 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 27. 10 copy 1: Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 28. 5 copy 2:Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 29. 5 copy 3: Metal Frame:Double Pane,U-factor:0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 30. 4 copy 1: Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 31. 4 copy 2: Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 32. Window 32: Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 33. Window 32 copy 1: Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors, describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 34. 2856 copy 18: Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes[ ]No Comments: [ ] 35. 2856 copy 19: Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-Factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 36. 2856 copy 19: Metal Frame:Double Pane,U-factor: 0.370 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ] Yes [ ]No Comments: Doors: [ ] 1. Door 5: Glass,U-factor: 0.350 Comments: [ ] 2. Door 8: Solid, U-factor: 0.320 Comments: [ ] 3. Door 5 copy 1: Glass, U-factor: 0.350 Comments: [ ] 4. 18: Glass,U-factor: 0.350 Comments: [ ] 5. 18: Glass, U-factor: 0.350 Comments: [ ] 6. 18 copy 1:Glass,U-factor: 0.350 Comments: [ ] 7. 18 copy 2: Glass,U-factor: 0.350 Comments: [ ] 8. Door 5 copy 2: Glass,U-factor: 0.350 Comments: [ ] 9. Door 9: Solid,U-factor: 0.320 Comments: [ ] 10. Door 10: Glass, U-factor: 0.350 Comments: [ ] 11. Door 11: Glass, U-factor: 0.350 Comments: [ 1 12. Door 11 copy 1: Glass, U-factor: 0.350 Comments: I Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity+R-1.1 continuous insulation Comments: Air Leakage: [ ] Joints,penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R- [ 1 Return ducts in unconditioned spaces(except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code ,as applicable. I Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pine Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(Fl Up to 1" Un to 1.25' 1.5"to 2.0" Over 2„ 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pine Sizes Piping System Types Ran e F 2"Runouts 1" and Less 1.25'to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 Lo 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) ti. < �� •. � r_jl. i�SoJ'� UbltPl 'tr L Frl ar 4 2U")-1r' 4'39FM rAx mo. ;633-5eq-7 u a,, OQ "W" Wz.lerml r I ModQIULIOA Vartlrc8l or Horizontal i rra V-"Fl oFOR uls repr�a.Aw4aw/h,rr �w IWF Ptlk6YW61olefDB►1JBA4tlY4 b Nbi m MY Co ww Voft N C �hYpR1��yT 0.�nu�srgy©'� 1 9w 'L� y� Mlb?xdln "+k `.D pIVY1 r ARUldP AtY'fq py �I 1�1 WYM111' 1nWoPsRinp Mwf blamllw. I {. ,,w+td� .PwP1L�IfnFt VUU'g WWWW"m I5 vYOWR«4mmru ww Pkw, tPIllYll P�aww 4t I' I vorykµi wwanc MoYamAYe�Rulwftf OJI hWANWyW DNY toklKwYNO s' — P �lra^nef�.nWwfil f"WOW WLR . 0 --" no eau •�'o'�a®/ha:k"W%d Nr wo in VIM, ._ 10y yr..ti,yk�gy � IY.L.(/t97 &tg MOWA•WN Un -"« - Narmef+nfw eulourxt j it M"Y!\IAV.\ 14M.E.CoRp, arew4ew. .,, r, L.B.,KY, I I''tia twwewaaro� +I, 'rwi+.. _y+av �:rwws��www-rwww w�eoet:Awrnro,;p�,w�. 6 9.1t1;K ARC H T E C T S 305 East 46th SVeet s New York,NY 10017-3058 r O z 212-355.6555 212-355-6919 fax ADJACENT PROPERTY; LOT 72. O} e-mail:mJntacaluso@mindspnng.mm OWNER. LEE BENENIATA Grp FW9,o Myr rp Al O CLIENT: y /r t, 4 / 4nz i° N TONY GRAZIANO Lu c) IJFN 208 FEHR WAY I �a OKM gd0.rSo=cn BAYSHORE, NY 11706 6 'nr8y0RU 1 6�l, y "?� q / �° Q y LOT AREA = 43,856.378 SF OR I � 631 .242.2428 0 uwpv 1 I.00q ACRES FQ- � , I !b T WI /'I P�atpq ADDITION AREA B" TO EXISTING ,r 4�' ccccr Dcach STRUCTURE; PROPOSED NEW FRONT / y ,(��'.��)�1J '� _ _+ e" i ¢a? '- r + ENTRY, 2-STORY (II'-9'x 2'-6") / _ EXISTING STRUCTURE GC�2b S T © 2004 MICHAEL J. MACALUSO, R.N. Cs a county Par P. ry = 4 ADJACENT AREA 2"I AVERAGE I O THIS SHALL NOT BE CONSIDERED AN PORTION OF EXISTING "18 21 O �U� Om (3,300 S.,-.) p AUTHORIZED COPY ISSUED FROM THE - , 7 OF A.A. 290 4 •dWl, - c;20s-�, lA4.E N Q' ` N ARCHITECT UNLESS HIS ORIGINAL SEAL j �v _ •+Y nm GARAGE AND CONCRETE _ - -, II°(EXJ� TING v WALK TO BE REMOVED ) AND ORIGINAL SIGNATURE ARE AFFIXED. 2 -- b- T t � PROPOSED STRUCTURE ',OVERAGE I ANY REPRODUCTIONS MAY NOT BE USED tr' = EXISTING OF A.A. = 129'0 (3,300 S ) FOR ANY REASON WITHOUT THE PRIOR, \ 4i, �'I , "' > - ° O W ARCHITECT.WRITTEN PERMISSION FROM THE y r d g i 2-STORY 19'-10' l Z r •- % / LOCATION OF O, WOOD FRAME EXIST. �I. PrtO�GT �' 0 • Tir ii, . RESIDENCE r w NOTE: NO IMPC-RVIOU5 5URFAGE5 b m : �� , (INTERIOR ! (LE : PAVED DRIVEWAYS=:, PARKING LAYOUT TO BE - LOTS, ETC.) WITHIN PROPOSED I THESE DOCUMENTS HAVE BEEN - m MODIFIED, ROOF EXISTING • =! N N I d PREPARED ELECTRONICALLY AND AS r - TO RA15ED, J X 3 WooD m - I v PLAN OF ADJACENT AREA. N �I V „ DEGK `r W - _ SUCH ARE NOT PROTEC fED AGAINST ;ry ., DORMERS f0 O UNAUTHORIZED CHAPIGES. ALL PARTIES p, EXISTING GRUSHED N ..,I F _ �,,,, BE ADDED) O F ARE HEREBY NOTIFIED THAT ONLY STONE DRIVEWAY !- < I SP �� F.F. ELEV.=11 -9"± •.•' 8. FL Z 3� z THOSE PAPER COPIES BEARING THE 8200 �/ ^ (PERMEABLE -.? ,o2u0+nAYTE ; 9 FT. \ I wi ORIGINAL SEAL AND SIGNATURE E THE ,i Ak P4uaoLry w,Lu SURFACE) b FT. DF ARCHITECT OF RECORD SHALL BE I /JJ STORY PORE ON OF 4 e0,9 CONSIDERED AUTHORIZED BY THE WPC20 FRAME L' 4 FT. Rp L' Z ARCHITECT FOR USE ANY LOGAT I ON MAP ^ �� N i RE51P NTO 5F(INTERIO o?I I . O UNAUTHORIZED USE SHALL BE i APPROXIMAT '4 O' U �/ b' LAYO T TO BE _ .D '�` UNDERTAKEN AT THE RISK OF THE EW CRUSHJD STONE DRIVEWAY Iq W LOCATION SY XI STING �, SCALE: ASHOWN ry (PERMEABLE SURFACE) TO I MODI IED, ROOF N N I USER. ` Fj SANITARY 5Y5 EM, W _ 2 PROPOSED-GARAGE AND HEIG=IT TO REMAIN) ry X CONSISTING OF I-TANK n, OGO !1 ESS ROUTE F00'-NEA WORK I F.F. E EV.=II'-","3 m W AND O'ED HI NO ml Z Qi / PROPOSC-D GHtNGE, AS �O J 4 NO INGREA5E IINNNNNN v F- GG 6- 5'-O" - NUMBER OF BCDROOMS PROPOSED NE STORY ONLY (3UND OO \ ' �— O OUNTY TAX MAP SECTION: GO ADDITION AREA BLOGK: 4 E ENSIGN, ONES' O EX- I Y( S-5". 6' RCR - I '_q, 3, II„ 47_II "+83'-4"(EXISTING) z SUFFOLK G W 6ARSGE. GROUND FLOG / LOT: -13 4 74 _-- - - _ tl4T- 63'-b"(EX15TING) EXST. U'011 3° (EXT TING) O ISSUE Ll _ 4 S. 83. 38' II" � -XST N0. DATE BY ISSLE HE 4 r I / 1 2/19104 FN'S lSSUELI FOR DASHED REGTANGLEINDIGATES AREA OF -JJJ// ROP'05ED ATTACHED GARAGE (22'-O"x 25'-O'7 I- R1!1F9�1I' 1ll,. 1sr 288.70' 2 5/28/04 RPS ISSUED TO C*NOTE: FILING IS DE WITH THE TOWN OF SOUTHOLD 4 � � OFTFWTEES FOR THE AL ERATION OF THE EX15TJNG 2-STORY //�� ADJAGENT PROPERTY; LOT -74475. 3 B/22!04 RPS PROc�BBSET ENGE (I-FAMI Y DWELLING; EXISTING 3-BEDROOM; 5 TC- PL �N OWNER: ERNEST SGHNIEDER ALTERED BUILDING WILL PROVIDE A TOTAL OF 4 T/28/04 RPS POSSLREVISED a ROO,MS). SCALE: "=20'-O" 4 RB4SU® TO DEQ 4 PROPOSED NEW PROPOSED NEW DORMERS / IRID6E HEIGHT )J,,NEW RIDGE _ N r s D eC APPROVED A., COIR TERMS -- — \ PROPOSED NEW AND CONDITIONS OF INDI SATING TE 9TRUG, INES \� IDORME-RS . EXIST. RIDGE PERMIT No.I-1 3 -035lSrlr7ra DASHED 34'-10"+/- t PROFILE — _ -- __ �..� :—.. -_. _ DATE S( _(� ��(_ Er= TUBE - - / - EXIST. SECONDARY J�RIDGE (I-STORY) - - EXISTING STRUCTURE FOOT PRINT=3,300 S.F. (NO CHANGE IN HEIGHT) \ — J DEMOLISHED SQUARE FOOTAGE =274 5.F 4 ADDITIONAL SQUARE FOOTAGE-2-74 S.F. w -- TOTAL PROPOSED STRUCTURE FOOTPRINT=3,300 S.F. 4 Ed Z Z 0 all �I-11 � Lj > Z ni EXIST. FIRST Lu Z — FLOOR II'-9" +/- o w IL 1 EXIST. GRADE AT � O Y � FOUNDATION o Z aa O I WALL 10'-0" I - - - - - - - - - - - - - - -- _- - - - _ - - - - - - - - - - - - -- - L -- EXIST. EDGE OF N +I - WETLANDS O O NEW FOOTING' AND N b'-10" +/- Z Z I EXISTING FOOTINGS Q CRAWL SPACE X m LI' g'_6„ `, SI,� G , � S T ON EXISTING HI H �ryJ�'1 `r WATER 0' 0" S "f r LL SCALE: I/8"= 1'-0" ±147'-3" (EXISTING) L z Q kit ' wv W > 0 �Notw i Ae"• r Q a J En LEGEND OF SYMBOLS (APPLIES TO THIS SHEET ONLY) PkOJEcr PRINTED SI IEET SYMBOL DESCRIPTION No DATE No.. oaoeo-oo 0 EXISTING STRUCTURE TO REIL4',IN. — � -- DRAWN ISSUED EXISTING STRUGTURc TO BE REMOVED BY: DATE: RPS 03/18/04 PROPOSED ADDITI( )N TO NEIN STRUCTURE I I �I II dl I ARCHITECTS GRAZIANO RESIDENCE mnm�mm,,. lunnumummom® III6 (� 305 East 46th Street • New York 19 100173058 I® - 272355-fi555 212355£919 fax e-maII:mtmacalusc@miadspdag cam lgt 1� LAKESIDE ISR. N. A R LrN H I T E C T S CLIENT: ��������� TONY GRAZIANO �.��� 305 EAST 46TH STREET 208 FEHR WAY BAYSHORE, NY 11706 NE\I+f YORK 11971 NEW YORK, NY 10017-3058 631 .242.2428 212-355-6555TEL.l r PRJECT DATA 212-355-6919 FAX. @ 2004 MICHAEL J. MACALUSO, R.A. THIS SHALL NOT BE CONSIDERED AN BLOCK:4 mjmacaluso@m LOT:73 74 AUTHORIZED, COPY, JSSUED FROM THEindspring.com 'ARCHITECT UNLESS HIS ORIGINAL SEAL ZONE: R-40 LAND ORIGINAL SIGNATURE ARE AFFIXED. WWVV . mJma/+QII ICO /+Om MANY REPRODUCTIONS MAY NOT HE USED MAP:90 www. mjmacaluso.com lir ,FOR ANY REASON WITHOUT THE PRIOR, 'WRITTEN PERMISSION FROM THE ARCHITECT. THESE DOCUMENTS HAVE BEEN PREPARED ELECTRONICALLY AND AS SUCH ARE NOT PROTECTED AGAINST INDEX OF DRAWINGS ABBREVIATIONS ARCHITECTURAL SYMBOLS UNAUTHORIZED CHANGES. ALL PARTIES ARE HEREBY NOTIFIED THAT ONLY T-1 TITLE SHEET @ AT HRD' R. HARDENER _ THOSE PAPER COPIES S BEARING THE DOORS of ORIGINAL SEAL AND SIGNATURE OF THE DOOR NO ARCHITECT OF RECORD SHALL BE; AC.T ACOUSTICAL TILE H.C. HOLLOW CORE ',CJI : IDERED AUTHORIZED BY THE GN-1.0 GENERAL NOTES ADJ. ADJUSTABLE H:M. HOLLOW METAL ARC IiECT FOR USE. ANY PNAJTHORIZED USE SHALL BE GN-1.1 GENERAL NOTES A. E. _ ANCHOR BOLT H.V'.A.C. HEATING VENTILATION & A.C. WINDOWS OI UNLLRTAKEN AT THE RISK of THE A.C. AIR CONDITIONING INSUL. INSULATION WINDOW I .10. USER. D-1.1 FIRST AND SECOND FLOOR DEMOLITION PLANS ALUM. ALUMINUM INV. INVERT ROOMS OI ROOM NUMBER, ALT. ALTERINAFE LAM. LAMINATED E-1. LOCATION MAP AND SITE PLAN BD. BOARD MAT. MATERIAL SECTION LETTER BLDG. BUILDING M.C. , MECH MECHANICAL BLDG. SECTIONS A41 DWG. NO. FOUNDATION CONSTRUCTION/STRUCTURAL PLAN H.M. BENCH _MARK M. J. MAN HOLE FIRST FLOOR CONSTRUCTION PLAN BM. BEAM MLDG. MOLDING ELEVATIONS ELEVATION N0. A-31 DWG. N0. ISSUE LOG: SECOND FLOOR CONSTRUCTION PLAN BR BRIDGING MTL., MET. METAL Na— ISSUE A-1.4 ROOF CONSTRUCTION/STRUCTURE PLAN C /C CENTER TO CENTER MIN . MINIMUM DETAIL 1`10. DATE By PROD DETAILS — DWG. N 0. Si2voa RPs PROGRESS SEE G __ CENTER LINE M.T. METAL THRESHOLD A-3.0 DOOR & WINDOW SCHEDULES/WALL DETAILS CAB. CABII IET N. I.C. NOT IN CONTACT 2 9/02I04 RPS ISSUED TOD,08 C.B. CATCH BASIN NO. NUMBER A-4.1 EXTERIOR ELEVATIONS C.I. CAST IRON NOM. NOMINAL NMI n✓�/ A-4.2 EXTERIOR ELEVATIONS CER. CERAMIC 0.C. ON CENTER NMI A-4.2 AS NOTED 20MPL 0D wlrH CHAPrE PREVENTION CLG. CEIL IG OPG. OPENING DAT ?m o B,P4 a06143� FLOODDMAAGEPREVENTION A-5.1 BUILDING SECTIONS C.O. CLEAN OUT 0.W. OPEN WEBFIE �Xll SOUTHOLDTOWNCODE. A-5.2 BUILDING SECTIONS CONC. CONCRETE P.C. PRECAST INC: Y BUILDING DEPARTMENT AT COL. COLUMN FL PROPERTY LINE 76 .602 SAM TO 4,PM FORTHE RETAIN STORM WATER RUNOFFFOLLOWING ' P-0.1 FIRST AND SECOND FLOOR PLUMBING PLAN CONT, CONTINUOUS PLAS. PLASTER 1. FOUNDATION E OF THE OWNCONT TO CTI0N45tOC 1. FOUNDATION - TWO REQUIRED OF THE TOWN CODE. DTL. DETAIL PT. PAINT FOR POURED CONCRETE S-1.0 FIRST AND SECOND FLOOR STRUCTURAL PLAN DN. DOWN P.S.I. POUNDS PER SQUARE INCH. 2. ROUGH - FRAMING & PLUMBING 3. INSULATION S-1.1 CONNECTION NAILING SCHEDULE DK. DECK R.A. RETURN AIR 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL D.S. DOWN l SPOUT RM. ROOM ALL CONSTRUCTION SHALL MEET THE MEETTHE,REQUIREMENTS OFTHE D.W. DRY WALL REQ D. REQUIRED REQUIREMENTS OFTHECODESOFNEW CODES OF NEW YORK STATE. DWG. DRAWING REIN. REINFORCING YORK STATE. NOT RESPONSIBLE FOR E.C. ELECTRICAL CONTRACTOR S.B. SPLASH BLOCK DESIGN OR CONSTRUCTION ERRORS UNDERWRITERS CERTIFICATE EL., ELEV. ELEVATION SCH. SCHEDULE COMPLY WITH ALLCODE80F - ELEC. ELECTRIC SEC. SECTION N� vORK STATE &TOWN CODES EXIST. EXISTING S.C. SOLID CORE )LIMED AND CONDITKNdB OF EXP. EXPOSED S.V.B. STRAIGHT VINYL BASEA)14 Lu F.E. FIRE EXTINGUISHER SPEC. SPECIFICATION SOLRHOLOTOWNI61 v Z rn F.F. FINISHED FLOOR T.O.F. TOP OF FOOTING VA SOUTNOLDTOWNRANNNGBOAID w FIN. FINISHED T.G.P. TOP OF PIER SOUfHOLDTOWNTRUSTEES a FLR. FLOOR T.O.S. TOP OF STEEL N.Y.S.DEC LL o z cy- F.S. FULL SCALE TYP. TYPICAL z FT. FOOT OR FEET THK. THICKNESS OCCUPANCY OR 0 Y FTG. FOOTING T&G TONGUE AND GROOVE o N zo W G.C. GENERAL CONTRAH 'TOR V.C.T. VINYL CERAMIC TILE USF IS UNLAWFUL Ln GL. GLASS OR GLAZINI, V.C.B. VINYL COVE BASE WITHOUTCERTIFICATE ,r o W G.PT. GLAZED PAINT Wz WITH OF OCCUPANCY a CD m U I GYP. GYPSUM W.I. WROUGHT IRON Ul ECS*b H.B. HOSEBIN WD. WOOD CERTIFICATION OF y � W HGT. HEIGHT W.W.F. WELDED WIRE FABRIC NAILING & CONNECTIONS Fit,9yIREID. . N LI ti I_ L ) I r THHS DRAWING AND EVERY DRAWING IDENTIFIED ON THE INDEX PLUABERCERIIFICATXNY SIn Z�� F- OF DRAWINGS LISTED ON THIS PAGE IS COPYRIGHIT PROTECTED a 3a i ' ONLEAD GDNTEIIITBEFORE AND SHALL BE CONSIDERED ORIGINAL INTELLECTUALPROPERTY } AUTHORED BY THE ARCHITECT, MICHAEL J MACAEUSO AND HIS CERTIFICATEOFOCCUPANCY CONSULTANTS AND ASSOCIATES, SOLDERUSEDINWATER P JEC PRI Nil ED SHEET RESIDENCE, GRAZIANO, NY r 2004 MICHAEL J. MiACALUSO, RA SUPPLYSYSTEM CANNOT ND.': DATE' NO.: EXCEED 2/10 OF 1%LEAD. oSoeo-co __ — DRAWN ISSUED T - 1 . 0 PLUMBING BY: DATE ALL PLUMBING WASTE RPS OV20/04 6 WATER LINES NEED Tr TIIr I ml NOTES: Y A FiEWL NOTES (CONTINUED);. PROTECTION OF WORK, PROPERTY AND PERSONS NOTES (GONTINUED): GENERAL CONTRACTOR SHALL REVIEW AND FAMILIARIZE HIMSELF WITH THE AL THE GENELERM TSCONITIIXAOTO�ROWE SHALL SECURE AND PAY FOR YHA BUILCES, Z12Nt9"MIY AND ® 13) THE GENERAL CONTRACTOR SHALL PROTECT ALL DRAINAGE, SEWER, WATER, GA5 AND MASONRY NOTES: (GG,dTINUED) PROJECT MANUAL, SPECIFICATIONS, GENERAL NOTES, DRAWING5 AND ANY ITEMS ALL LUTHER PERMITS AND GOVERNMENTAL FEES, REQUIRED INSURANCES, LICENSES AND ELECTRICAL ri-EM AL LINES FROM DAMAGE AND SHALL MAINTAIN SAME IN CONDITION FOR USE AT C METAL CONFORMING T AIFO TIES SHALL N CORROSION R 3.3 ANT, COPPER OR ZING GRATED, ULQ/wap. I`r ?� INSPECTIPN5 NECESSARY FOR: THE FR.9t'ER EXEUrrION AND GOMRL€TIQN 9F TH€ HORK ALL I?€M� IN ACG9RPANGE WITH REQUIREMENTS OF THE OWNER, PUBLIC AUTHORITIES AND CONFORMING TO THE FOLLOWING STANDARDS, AD PER 33 OF REFERENCE STANDARD RS I A R C H IT E C T S INCLUDED IN THE CONTRACT DOCUMENTS. AND ISSUP,N(:E: OF A GERTPIG;ATE OF OGGUpANIGY IF REQUIRED. SERVICE CORPORATIONS, AND AS DIRECTED BY ARCHITECT AND ENGINEER. 10-1: 305 East 4611F Street A) CONTRACTOR SHALL SbUPPLY THE OWNER CERTIFICATES OF INSURANCE PRIOR TO 14) CONTRACTOR SHALL EMPLOY ALL NECESSARY PRECAUTIONS AND TAKE ALL A. ZING COATING ON IRON OR STEEL: ASTM AI53-1965 i New York,NY 10017-3058 IN ALL AFFECTED AREAS, GENERAL CONTRACTOR SHALL BE RE5PON51BLE FOR THE START OF WORK, NAMING MICHAEL J. MAGALU50 AS ADDITIONALLY INSURED. NECESSARY SAFEGUARDS TO MAINTAIN, PROTECT AND PRESERVE THE EXISTING i LANDSCAPING AND VEGETATION. B. ZING COATING ON WIRE: ASTM S-116-1966 ALL CONDITIONS, AND THE WORK NECESSARY TO REMEDY THEM IN THE COMPLETION OF TH15 WORK, THAT MAY BE OBSERVED AND REASONABLY B) THE OWNER WILL SECURE AND PAY FOR ALL FILINGS UP TO APPROVAL STATUS. 212-355.6555 INFERRED ON SITE PRIOR TO START OF WORK. 15) IN THE EVENT OF TEMPORARY SUSPENSION OF WORK OR DURING' INCLEMENT WEATHER, G. COPPER COATING ON WIRE: ASTM B22Y-1965, GRADE 30-HS, FOR MATERIAL, SIZE AND 212-355-6919 fax 15) THE CONTRACTOR SHALL 6GIVE ALL NOTICE, AND THE WORK SHALL COMPLY WITH ALL AND WHENEVER FURTHER DIRECTED BY THE ARCHITECT, ALL,WORK AND MATERIAL SHALL SPACING OF TIES FOR SPECIFIC CONDITIONS, REFER TO DETAILS ON DRAWINGS. UNLE55 e-ma1I1mjmaca1uso@mmdspdng mm CODES, RULES, REGULATIONS /AND ORDINANICE5 IN FORGE AND EFFECT AT THE SITE, EXCEPT BE CAREFULLY PROTECTED AGAINST THE ELEMENTS. ALL WORK, OF ANY KIND FOUND TO OTHERWISE SPECIFICALLY NOTED. THAT WHERE THE DRAWING OW SPECIFICATIONS GALL FOR MORE EXACTING STANDARD OF BE INJURED BY THE ELEMENTS SHALL BE REMOVED AND REPLACED BY THE GENERAL LABOR AND/OR MATERIALS, SUCH MORE COSTLY OR STRINGENT REQUIREMENT SHALL CONTRACTOR, WITHOUT COST TO THE OWNER. 12. ALL 50LID CONCRETE MASONRY UNITS (-15% SOLID) SHALL MEET A5TMSPECIFICATIONS GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL GOVERN. ALL WORK BEYONIDr THE BUILDING LINE SHALL CONFORM TO THE REQUIREMENTS 0145 GRADE IN, TYPE Ir WITH A MINIMUM ULTIMATE COMPRESSIVE M15M STRENGTH (f'm) of QLIENT: - NEIN AND EXISTING CONSTRUCTION FROM EXPOSURE TO HARMFUL CONDITIONS OF THE DEPARTMENT OF HI&HIIWAYS AND PERMITS OBTAINED FOR SAME. 16) ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM SITE DAILY, AND PREMISES 1500 F.B.I. USE ONLY NORMAL NEI611T UNITS. } THAT COULD RESULT IN DAMAGE OF PROPERTY. GENERAL CONTRACTOR SHALL SHALL BE LEFT BROOM GLEAN AND IN 6000 ORDER UPON COMPLETION OF JOB. 1 ONY GRAZIANO BE RESPONSIBLE FOR COORDINATING THE REMOVAL OR PROTECTION OF ALL 13. ALL HOLLOW CONCRETE MASONRY UNITS SHALL MEET ASTM SPECIFICATIONS GqO, ITEMS THAT COULD BECOME DAMAGED OR BROKEN DURING CONSTRUCTION FROM 16) ALL MATERIALS, ASSEMBLIES, EQUIPMENT AND METHODS OF CONISTRUGTION UTILIZED BY SHORING, N, TYPE WAY 130TH IN AND AROUND PROJECT AREA. THE GENERAL CONTRACTOR A\RE SUBJECT TO APPROVAL UNDER THE PROVISIONS OF THE 116hAG N6 ANDRAL COC IT AC AOLRL H L BE RANUJ ASIBLE FORLL A EQUA N6 WORK AND CRAVESE ONLY 1, Y41TH A MINIMUM WEIGHT ULTIMATE UTI ATE COMPRESSIVE PRISM STRENGTH Wort) of 1500 ,yOBr FEH,R LATEST EDITION OF THE INTER2NATIONAL BUILDING CODE (1136) WITH NEW YORK STATE BRACING NY 1 1706 5UPPLEMENT5 TO CONFORM TCO THE FOLLOWING: UTILITIES AGAINST COLLAPSE, DISPLACEMENT OR OTHER DAMAGE,IN ACCORDANCE WITH STANDARDS OF GOOD PRACTICE AND APPLICABLE LAWS. 14. ALL ABOVE GRADE MORTAR SHALL MEET ASTM SPECIFICATIONS FOR TYPE "' OR S' MORTAR WITH A MINIMUM COMPRESSIVE STRENGTH OF BOO P,5.1.. 631 .242.2428 A. A TEST REPORT 5HOWIN6 iCOMPLIANCE WITH THE REQUIREMENTS OF A CODE IB) SECAl1ENGE METHOD AND MEANS TO BE VERIFIED WITH BUILDING OWNER AND MANAGER. DO NOT SCALE PLANS- REFER TO WRITTEN DIMENSIONS ONLY. GENERAL PRESCRIBED TEST, CONTRACTOR TO INFORM ARCHITECT OF FIELD DISCREPANCIES IMMEDIATELY, 15. ALL BELOW GRADE MORTAR SHALL MEET A5TM SPECIFICATIONS FOR TYPE "' MORTAR AND AWAIT INSTRUCTION BEFORE GOMMENGIN6 WORK IN SUCH AREA. B. AGCEPTABILITY UNDER GUIRRENT RESIDENTIAL CODE OF N.Y.S., SUPPLEMENT TO Iq) GENERAL CONTRACTOR TO RETURN REMAINING SITE TO CONDITION PRIOR TO WITH A MINIMUM COMPRESSIVE STRENGTH OF 1800 P.S.L. INTERNATIONAL BUILDING GOD>E. COMMENCEMENT OF WORK, ONCE PROPOSED WORK HA5 BEEN COMPLETED. ' 16. ALL GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 F.B.I. AND BE IN. �H;S 2004 MICHAEL J. MACALU50, R.A. 11) FIRESTOPPIN6-CONTRACTOR SHALL PROVIDE FIRE-STOPPING INCOMBUSTIBLE TEMPORARY UTILITIE5/FAGILITIES NOTES: ACCORDANCE WITH A5TM G 416, -MATERIALS AT ALL GONGEALIED SPACES BETWEEN FLOOR, FRAMING, PARTITIONS, SHAFTS, SHALL NOT BE CONSIDERCD AN GENERAL N01L5 (ALSO CONSULT PROJECT MANUAL): CHASES AND PENETRATIONS THROWN WALLS,FLOORS, AND ROOFS. AT WALL, FLOOR AND I) ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE,RESIDENTIAL BUILDING 11. GENERAL CONTRACTOR SHALL PROVIDE FULL TIME FOREMAN. AUTHORIZED COPY ISSUED FROM THE ROOF PENETRATIONS INSTALL UNITED STATES GYPSUM GO.' FIRE STOP. SYSTEMS, INCLUDING GODE�OF NEW YORK. IB. ALLCONCREI MASONRY SHALL BE CONSTRUCTED U51NG RUNNING BOND, UNLESS ARCHITECT UNLESS HIS ORIGINAL SEAL, FIRE GORE COMPOUND AND TMERN4AFIBEA SAFIN6 INSULATION, OR APPROVED EQUAL. ALL OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS. AND ORIGINAL SIGNATURE ARE AFFIXED: 1) ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE RESIDENTIAL BUILDING FIRE-STOPPING IN ACCORDANCE WITH N.Y.S. BUILDING CODE. 2J GENERAL CONTRACTOR SHALL MAINTAIN ALL INGOMIN6 SERVICES AND UTILITIES TO �1NY REPRODUCTIONS MAY NOT BE OR, CODE OF NEW YORK STATE. SIRUGTURE THOUGH OUT TERM OF WORK. 19. CELLS CONTAINING VERTICAL REINFORCING SHALL BE FULLY GROUTED. OR. ANY REASON WITHOUT THE PRIOR, I��JyRITTEN PERMISSION FROM THE 2) IT 15 THE INTENT OF THE GONSTIZUGTION SPEGIFIGATIONS TO DESCRIBE A COMPLETE 18) ELECTRICAL-ALL NEW ELE-6TRIGAL WORK SHALL CONFORM TO THE CURRENT N.Y.S. 3 j IF ANY SERVICE 15 REQUIRED TO BE TEMPORARILY RELOCATED TO SAFELY 20. COORDINATE MASONRY WITH ALL TRADES REQUIRING ITEMS TO :3E BUILT-IN. ARCHITECT. PROJECT WHICH THE GENERAL CONTRACTOR PROPOSES, TO CONSTRUCT BY FURNISHING ELECTRICAL CODE REGULATICONS. ACCOMPLISH 5PECIPIED WORK, 6ENIERAL CONTRACTOR SHALL; ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, NECESSARY OR INCIDENTAL TO SUCH I9) ALL WORK SPECIFIED IN THESE DRAWINGS SHALL COMPLY WITH CURRENT ADA 21. ALL MASONRY WALLS ARE TO BE BRACED DURING GONSTRIIGTIGN UNTIL PERMANENTLY CONSTRUCTION (UNLESS OTHERWISE NOTED) IN FULL COMPLIANCE WITH THE D -AN 65 REQUIREMENTS. A) NOTIFY UTILITY COMPANY, AND AWAIT APPROVAL AND INSTRUCTION. RESTRAINED AT THE TOP. SPECIFICATIONS AND ALL APPLICABLE LAWS HAVING JURISDICTION OVER THE PROJECT. ,THESE DOCUMENTS HAVE BEEN 20J IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT ALL BJ TEMPORALLY RELOCATE SERVICES AND UTILITIES TO SAFE, PROTECTED, PROPER MASONRY - REINFORCEMENT (ALSO CONSULT PROJECT MANUAL) PREPARED ELECTRONICALLY AND AS SIMILAR SCOPE AND QUALITY COMPLETED IN THIS LOCALE. CONSTRUCTION 15 IN ACCORDANCE WITH APPLICABLE LAW5, STATUTES, BUILDING CODES LOCATION ,SUCH ARE NOT PROTECTED AGAINST 3) ALL WORK SHALL BE PERFORMED TO INDUSTRY STANDARDS AND PROJECTS OF AND REGULATIONS. IF THE GEINERAL CONTRACTOR OBSERVES THAT ANY OF THE AS ADVISED BY UTILITY PROVIDER. 22 HORIZONTAL WALL REINFORCING SHALL BE GALVANIZED 3/Ib' DUR-O-WALL LADDER UNAUTHORIZED CHANGES. ALL PARTIES CONSTRUCTION SPEGIFICATIOMS ARE AT VARIANCE THEREWITH IN ANY RESPECT, HE SHALL TYPE OR APPROVED EQUAL, SPACED AT Ib" O.G. VERTICALLY. MASONRY JOINT ARE HEREBY NOTIFIED THAT ONLY 4) SHOULD ANY CONSTRUCTION OR CONDITION BE ANTICIPATED WHICH 15 NOT COVERED PROMPTLY NOTIFY THE ARCHIITEGT IN WRITING, AND ANY NECE55AFZY CHANGES SHALL BE G) RETURN SERVICES AND UTILITIES TO EXISTING UNLESS OTHERWISE SPECIFIED BY REINFORCING ALL SHALL OPENINGS.E PLACED IN FIRST AND SECOND HORIZONTAL JOINTS ABOVE AN1D ITHOSE PAPER COPIES BEARING THE BY THE CONSTRUCTION DOCUMENTS, THE SPECIAL REQUIREMENTS THEREOF WILL BE AGGOMPLISHE:D BY APPROPRIATE MODIFICATION AS APPROVED. PROVIDER BELOW ALL COREXTEND TE INCHES MINIMUM EACH 510E OF OPENING- PROVIDE RCHITE SEAL AND SIGNATURE OF THE STATED IN THE PROP05AL AND ANY SUCH SPECIAL REQUIREMENTS SHALL BE OR ARCHITECT. PREFABRICATED CORNER AND TEE JOINT REINFORCING AT ALL WALL CORNERS AND WALL ARCHITECT OF RECORD SHALL BE CONSIDERED A PART OF THESE SPECIFICATIONS AS, THOU6F1 THEY HERE FULLY TEES RESPECTIVELY INSTALLED AS, PER SPECIFICATIONI5 ,CONSIDERED AUTHORIZED BY THE _ CONTAINED HEREIN. IF ANY SPECIAL REQUIREMENTS STATEIN THE PROPOSAL CONFLICT 21) IF THE GENERAL CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO !ARCHITECT FOR USE. ANY D SUCH LAW5, ORDINANCES, RULES AND REGULATIONS, AND WITHOUT SUCH NOTICE TO THE 4) GENERAL CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY RESTROOM (I.0.; 23. VERTICAL REINFCAZ6 '- CING MAY 13E SPLICED IN '-0 to 8O LENGTHS. ALL,5PLICES SHALL UNAUTHORIZED USE SHALL BE WITH ANY OF THE PROVISIONS OF THESE SPECIFICATIONS, THE FORMER SHALL GOVERN. ARCHITECT, HE SHALL ASSUME FULL RESPONSIBILITY THEREFOR AND SHALL BEAR ALL 'PORT-0-LET') AND STORAGE FACILITIES FOR ALL SUBCONTRACTORS, EMPLOYEES AND BE ADEQUATELY TIED. GNDERTAKEN 'AT THE RISK OF THE 5) IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL COSTS ATTRIBUTABLE THERETO. PERSONS UNDER THE JURISDICTION OF THE GENERAL CONTRACTOR PRIOR TO THE JSER. SUBCONTRACTORS) ITSHLLBE TH TO VERIFY ALL ON- SITE GENERAL S ALONG WITH UNDERSTANDING PROTECTION OF WORK. PROPERTY AND PERSONS NOTES, COMMENCEMENT OF WORK SPECIFIED. 24. VERTICAL WALL REINFORCING SHALL ALIGN WITH VERTICAL FOUNDATION DOWELS. ALL DOCUMENTS OF CONSTRUCTION, INCLUDING ALL DRAWIN65, PLANS, SPECIFICATIONS, 1) AFTER COMMENCING NIORK AT SITE, GENERAL CONTRACTOR SHALL BE RESPONSIBLE 5) GENERAL CONTRACTOR TO APPROVE TYPE AND LOCATION OF TEMPORARY FACILITIES DOWELS SHALL BE PLACED WITH STANDARD AGI HOOKS. DETAILS, ETC-.BEFORE SUBMITTINIG PROPOSALS FOR WORK AND SHALL BE RESPONSIBLE THEREAFTER, UNTIL COMPLETION FOR THE CARE AND MAINTENANCE OF SITE, AND SHALL WITH OWNER AND ARCHITECT PRIOR TO INSTALLATION. 25. LAP SPLICE REINFORCING FOR MASONRY A MINIMUM OF 413 BAR DIAMETER5 OR 24' FOR ACCURATE COORDINATION OF SAME F EXISTING THROUGHOUT PROJECT. SUBMISSION OF BID BE SOLELY RESPONSIBLE FOR DAMAGE TO THE 51TE OR AN ACCOUNT OF THE EXECUTION WHICHEVER 15 GREATER, UNLESS NOTED OTHERWISE, CERTIFIES IO EVIDENCE E KNOWLEDGE OF EXISTING CONDITIONS AND ANY OF THIS WORK, AND SHALL ADJUST ALL CLAIMS OR SUITS ACCRUING THEREFROM, WITHOUT MODIFICATIONS WHICH ARE REQUIRED 5 MEET THE INTENT IE THE DRAWINGS AND MASONRY NOTES, SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE GENERAL L055 OR EXPENSES, TO THE ARCHITECT OR OWNER. 26. PROVIDE 2-k5, MINIMUM, AT ALL BUILDING CORNERS. „ CONTRACTOR OF RESPONSIBILITY FOR THAT WHICH SHOULD HAVE BEEN OBVIOUS ORI. TFE SCOPE OF WORK SHALL INCLUDE ALL LABOR, MATERIALS AND EQUIPMENT REASONABLY INFERRED IN PERFORMANCE OF WORK- NOTIFY ARCHITECT IN WRITING OF 2) THE GENERAL CONTRACTOR SHALL PROTECT AND GARS FOR HIS WORK FROM THE NECESSARY TO COMPLETE ALL MASONRY WORK, INCLUDING MISC. STRUCTURAL STEEL, 21. PROVIDE CORNER BARS FOR CONTINUOUS BOND BEAMS AT ALL WALL CORNERS. ANY DISCREPANCY BEFORE PROCEEDING WITH WORK. TIME OF DELIVERY AT THE SITE UNTIL FINAL ACCEPTANCE OF SAME BY THE ARCHITECT WALL TIES, ELECTRIC CONDUIT, ETC. A•.RD THE OWNER. ANY PORTION OF THE WORK LIABLE TO DAMAGE OR SOILING SHALL BE 28. PROVIDE VERTICAL WALL REINF^RGIN6 IN FIRST CELL NEXT TO CONTROL JOINTS. II LOCx 6) EXCEPT AS OTHERWISE SPECIFIED, ALL WORK SHALL BE GUARANTEED BY THE CAREFULLY BOXED OR OTHERWISE PROTECTED BY THE GENERAL CONTRACTOR IN A 2. GENERAL- ALL WORK SHALL BE LAID TRUE TO DIMENSIONS, PLUMB, SQUARE IN BOND AND' NO. DATE BY ISSUE GENERAL CONTRACTOR AGAINST DEFECTS RESULTING FROM THE USE OF INFERIOR MANNER SATISFACTORY TO THE ARCHITECT OR THE OWNER, AND IN LIKE MANNER, HE PROPERLY ANCHORED. ALL COURSES, SHALL BE LEVEL WITH JOINTS OF UNIFORM WIDTH, N01 2q. DISCONTINUE BOND BEAMS AND REINFORCEMENT AT CONTROL JOINTS. - MATERIALS, EQUIPMENT OR WORKMANSHIP FOR ONE (1) YEAR FROM THE DATE OF SHALL PROTECT THE OWNER-5 PROPERTY AND ADJOINING PROPERTY. THIS PROTECTION JOINTS SHALL EXCEED SPECIFIED SIZE. '11' 6/22/04 RPS PROGRESS SET ! SATISFACTORY COMPLETION OF THE PUNCH L15T ITEMS. SHALL BE CAREFULLY MAINTAINED DURING THE CONSTRUCTION OF THE ENTIRE WORK, AND CONCRETE NOTES, 2 9/02104 RPS ISSUED TO D.O.B. SHALL BE REMOVED FROM THE PREMISES WHEN DIRECTED BY THE ARCHITECT. THE OWNER 3. PERFORM ALL MASONRY WORK IN ACCORDANCE WITH BEST TRADE PRACTICES. BRACE 1) IF WITHIN THE GUARANTEE PERIOD, REPAIRS OR CHANGES ARE REQUIRED IN WILL ASSUME NO RESPON5IBIILI7Y FOR TOOLS, MATERIALS OR OTHER PROPERTY OF THE "GREEN" WALLS AND PROTECT MORTAR FROM "WASHING- OUT" AT THE END OF DAYS WORK 1) SOIL VALUE ASSUMED AT 2 TONS pER SQUARE FOOT. CONNECTION WITH THE WORK WHICH, IN THE OPINION OF ARCHITECT, 15 RENDERED CONTRACTOR'S PERFORMING THIS WORK USING PLANKS, WEIGHTED CANVAS OR SIMILAR MEANS TO COVER WALL. COOPERATE WITH NECESSARY AS THE RESULT OF THE USE OF MATERIALS, EQUIPMENT OR WORKMANSHIP 3) THE GENERAL CONTRACTOR TO PROVIDE, ERECT AND MAINTAIN A TEMPORARY OTHER TRADES IN JOINTLY EXECUTED WORK AND BUILT IN ITEMS. PATCH OPENINGS AS 2) CONCRETE FLOOR SLAE35 SHALL BE 4" THICK CONCRETE ON 6" GRAVEL BASE, UNLESS WHICH HERE INFERIOR, DEFECTIVE, OR NOT IN ACCORDANCE WITH THE TERMS OF THE CONSTRUCTION FENCE TO SERVE THE PURPOSE OF PROTECTING THE OWNERS AND REQUIRED FOR PASSAGE OF MECHANICAL AND ELECTRICAL TRADES, 'UNGORED" UNITS OTHERWISE NOTED. CONTRACT, THE GENERAL CONTRACTOR SHALL PROMPTLY CORRECT SAME UPON MUST BE USED AT ALL EXP05ED OR SEMI-EXPOSED AND CONDITIONS OF BRICK ROWLOCK RECEIPT OF NOTICE FROM ARCHITECT AND WITHOUT 605T OR EXPENSE TO OWNER: CONTRACTORS PROPERTY, AND THE CONTROL OF PUBLIC INTRUSION TO THE WORK SITE. GAPS, SILLS, ETC. 3) FLOOR SLABS SHALL BE REINFOFX ED WITH 6 X 6/10 X 10 WY4,M, GENERAL CONTRACTOR TO MAINTAIN ALL NECE55ARY PERMITS FOR FENCING. FENCE TO vi BE CONSTRUCTED OF FIRE RETARDANT MATERIALS. 4. MORTAR SHALL AND AS, FOLLOWS A) PLACE IN SATISFACTORY CONDITION EVERY PARTICULAR OF SUCH GUARANTEED HLL CONFORM TO ASTM G-24J ALL CONCRETE SHALL BE 3,000 P51 (213 DAY STRENGTH) GONGI ,a ilE MIX SHALL HAVE WORK, CORRECT ALL DEFECTS THEREIN, AND... 4J THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE A) MASONRY IN CONTACT WITH GROUND AND SUBJEGT TO FREEZING ACTION-TYPE II MINIMUM GEMENT FACTORS OF: SAFETY OF EMPLOYEES ON THE WORK, AND SHALL COMPLY WITH ALL APPLICABLE FOR T B) NON LOAD BEARING INTERIOR OR ABOVE GRADE MASONRY-TYPE M, 5, OR N. B) MAKE GOOD ALL DAMAGE TO THE BUILDING , SITE, OR EQUIPMENT AND CONTEN15 PROVISIONS OF FEDERAL, STATE, COUNTY, AND TOWN SAFETY LAW5 AND BUILDING CODES G) GLASS BLOCK MASONRY-TYPE 5 OR N. A) 5.15 BAGS PER GUBIG YARD OF CONCRETE AND A MAXIMUM OF 6.25 U.S. GALLONS THEREOF WHICH 15 THE RESULT OF THE USE OF MATERIALS, EQUIPMENT, WORKMANSHIP D) MAXIMUM PERCENT OF SAND TO GEMENT MORTAR SHALL BE 3 TO I. OF WATER PER BAG OF GEMENT. CONCRETE DESIGN 15 BASED ON 10% OF MINIMUM COMP. WHICH WERE INFERIOR, DEFECTIVE OR NOT IN ACCORDANCE WITH THE TERMS OF THE TO PREVENT ACCIDENTS OR INJURY TO PERSONS ON, ABOUT, OR ADJACENT TO THE E) SAND SHALL BE GLEAN, SHARP, COARSE, FREE FROM SALT, LIME, CLAY AND OTHER STRENGTH. CONTRACT, AND PREMISES WHERE THE WORK 115 BEING PERFORMED. FOREIGN MATERIALS. 5) THE GENERAL GONTRAGTO)R SHALL ERECT AND PROPERLY MAINTAIN AT ALL TIMES, AS F) WATER SHALL BE GLEAN, FREE FROM ORGANIC MATERIALS, STRONG ACIDS OF ALKALIS. B) PROPORTION OF AGGREGATE TO GEMENT SHALL PRODUCE A MIXTURE THAT WILL G) MAKE GOOD ANY WORK OR MATERIALS, OR THE EQUIPMENT AND CONTENTS OF WORK FREELY THROUGH FORM WORK WITHOUT PERMITTING EXCESS WATER TO COLLECT ON SAID BUILDING OR SITE P15TURBED IN FULFILLING ANY SUCH GUARANTEE. REQUIRED BY THE CONDITION'S AND PROGRESS OF THE WORK, ALL NECESSARY G) IF RI PROVIDE GOLD WEATHER PROTECTION FOR MORTAR AS FOLLOWS: THE SURFACE. SAFEGUARDS FOR THE PROTECTION OF WORKMEN AND THE PUBLIC, AND SHALL POST 8) IN ANY CASE WHEREIN FULFILLING THE REQUIREMENTS OF THE CONSTRUCTION DANGER 51 ION WARNING UDI NST THE HAZARDS CREATED OL SUCH FEATURES , 1. GOLD WEATHER ADMIXTURE SHALL BE "TRIMIZ" AS, MANUFACTURED BY L. 50NN1EEIORN 5) THREE TEST CYLINDERS SHALL BE PROVIDED FOR EACH 50 GUBIG YARDS OR SPECIFICATIONS OR OF ANY GUARANTEE, EMBRACED IN OR REQUIRED THEREBY, A CONSTRUCTION AS, PROTRUDIRJG MAILS, ROD HOISTS, WALL HOLES, SCAFFOLDING, WINDOW SONS INC. FRACTION THEREOF IN ANY ONE DAYS PLACING BY GENERAL CONTRACTOR AND TESTED IN OPENIN65, STAIRWAYS AND FALLING MATERIALS. THE GENERAL CONTRACTOR SHALL CONTRACTOR PERFORMING MORE HEREIN SUCH01DISTURBS ANY WORK GUARANTEED UNDER ACCORDANCE WITH DEPARTMENT OF BUILDINGS REGULATIONS. DESIGNATE A RE5PON51BLE NMEMEIER OF ITS ORGANIZATION ON THE JOB WHOSE DUTY ANOTHER CONTRACT, HE SHALL RESTORE SUCH DISTURBED WORK TO H CONDITION SHALL BE THE PREVENTION CIF ACCIDENTS. I2.M TEMPERATURE BELOW 35 DEGREES FAHRENHEIT AND CONSTANT USE ADMIXTURE ' SATISFACTORY TO THE ARCHITECT AND GUARANTEED UNDER SUCH OTHER CONTRACT. IF (TRIMIX) FOR MORTAR AT A RATIO OF THREE FOURTHS (3/4) QUART TO A BA6 OF GEMENT 6) CONCRETE EXPOSED TO THE ACTION OF FREEZING WEATHER SHALL BE DESIGNED WITH I THE GENERAL CONTRACTOR, AFTER NOTICE, FAILS TO PROCEED PROMPTLY TO COMPLY 6) THE GENERAL CONTRACTOR SHALL,REPAIR ANY AND ALL DAMAGE AND INJURY TO MORTAR. ENTRAINED AIR IN ACCORDANCE WITH IND05TRY STANDARDS AND ALL LOCAL CODES WITH THE TERMS OF THE GUARANTEE, THE OWNER MAY HAVE THE DEFECTS CORRECTED ` HAVING JURISDICTION OVER THE NARK. AND THE GENERAL CONTRACTOR SHALL BE LIABLE FOR ALL EXPENSES INCURRED. ADJOINING AND ADJACENT PROPERTY CAUSED PO ITS WORK REGARDLESS S FAULT 5_ TEMPERATURE 32 DEGREES TO 25 DEGREES FAHRENHEIT AND CONSTANT, USE _ AND IT SHALL RELIEVE THE 01WNER OF ALL RESPONSIBILIT( FOR ANY CLAIMS DUE TO - -1) ALL SPECIAL GUARANTEES APPLICABLE TO DEFINITE PARTS OF THE WORK THAT MAY SUCH INJURY ANY MUST DEFEND, ANY ACTION OR PRECEDING BROUGHT BY REASON ADMIXTURE AT RATIO OF ONE (U QUART TO A BA6 MORTAR. 1) CONCRETE OPERATIONS SUBJECT TO CONTROLLED INSPECTION ARE AS, FOLLOWS: THEREOF AND HEREBY INDEMINIFIES THE OWNER AND ARGHITEGT FULLY FOR ANY A) TESTING OF CONCRETE GY1_INDERS. BE STIPULATED IN THE CONSTRUCTION SPECIFICATIONS OR OTHER PAPERS FORMING A DAMAGES OR EXPENSES INCURRED BY IT WITH RESPECT THERETO. 4. TEMPERATURE DROPPING TO 40 DEGREES FAHRENHEIT, ADD THREE FOURTHS (3/4) PART OF THE LEASE SHALL BE SUBJECT TO THE TERMS OF TH15 PARAGRAPH DURING THE OUART OF ADMIXTURE TO A SAO OF MORTAR. B) ALL FRAMEWORK FOR FOUNDATIONS WALLS, PIERS AND FOOTINGS. LL_ z FIRST YEAR OF THE LIFE OF SUCH SPECIAL GUARANTEE. 1) IN AN EMERGENCY AFFECTING THE SAFETY OF LIFE OR OF THE WORK OR OF L' OT ADJOINING PROPERTY, THE GENERAL CONTRACTOR, WITHOUT SPECIAL INSTRUCTION OR 5. TEMPERATURE DROPPING TO 35 DEGREES FAHRENHEIT, ADD ONE (U QUART OF G) PLACEMENT OR REINFORCEMENT AND CONCRETE FOR REINFORCED CONCRETE. Z 10) THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, U51N6 HIS AUTHORIZATION FROM THE ARCHITECT OR OWNER, IS HEREBY PERMITTED TO OGT, AT 175 ADMIXTURE TO BAG OF MORTAR. c BEST SKILLS AND ATTENTION, HE SHALL BE SOLELY RESPONSIBLE FOR ALL DISCRETION, TO PREVENT SUCH THREATENED LOSS OR INJURY AND IT SHALL 50 ACT, � CONSTRUCTION MEANS, METHODS, TECHNIQUES SEQUENCES AND PROCEDURES AND FOR WITHOUT APPEAL, AS IF 50 INSTRUCTED OR AUTHORIZED. ANY COMPENSATION CLAIMED 6. TEMPERATURE DROPPING TO 32 DEGREES FAHRENHEIT, STOP MASONRY WORK. g) WOVEN WIRE MESH SHALL BE GOLD DRAWN AND HAVE A MINIMUM ULTIMATE TENSILE U) LaJ GOORDINATIN6 ALL PORTIONS OF THE WORK UNDER THE CONSTRUCTION SPECIFICATIONS. BY THE GENERAL CONTRACTOR ON ACCOUNT OF EMERGENCY WORK SHALL AT ITS STRENGTH OF 10,000 PSI. W Z YJ II) THIS GENERAL GONTRAGTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE AND EARLIEST OPPORTUNITY NOTIFY THE OWNER OF SUCH EMERGENCY. 5. "SOLID" LOAD BEARING CONCRETE BLOCK MASONRY UNITS SHALL CONFORM TO ASTM (Y DISTRIBUTION OF ALL DRAWINGS AND SHALL ENSURE THAT ALL DRAWINI65, G-145-TYPE "N". q) ALL REINFORCING BARS SHALL BE DEFORMED INTERMEDIATE GRADE BILLET STEEL, Ld W DISTRISPECIBUTION NS,OF ETC... HAVE BEEN MADE AVAILABLE TO ALL SUBCONTRACTORS USED IN b) WHENEVER A SERIOUS OR FATAL ACCIDENT OCCURS AT THE SITE DURING ENDS TO BE HOOKED, LAPS TO BE 40 DIAMETERS 2,000 PSI. � O Y J THE PROJECT. CONSTRUCTION, THE GENERAL CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT 6. MASONRY SHALL BE LAID IN RUNNING BOND,WITH 3/&" THICK JOINTS IN FULL BED OF Z Q AND CAUSE INVESTIGATION TO BE CONDUCTED AT ONCE INTO THE CAUSE OF SUCH MORTAR UNLE55 NOTED OTHERWISE. 10) MAXIMUM SLUMP OF CONCRETE FOR FOOTING AND FOUNDATIONS SHALL BE 5". MINIMUM Q _ ❑ 12) THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACTS AND OMISSIONS AGGIDENf AND FULL TESTIMONY SHALL BE TAKEN AND RECORDED TOGETHER WITH SLUMP SHALL BE 2". N ~ PHOTOGRAPHS, TEST, ETC., TO DETERMINE COMPLETELY THE CAUSE THEREOF. 1. BONDING OF MASONRY SHALL BE PROVIDED AS INDICATED ON DRAWIN65 AND AT O OF HIS EMPLOYEES, SUBCONTRACTORS AND THEIR AGENTS AND EMPLOYEES, AND OTHER EVERY 3RD COURSE WITH CONTINUOUS "DOR-O-WALL" GALVANIZED LADDER ENERGY CONSERVATION CONSTRUCTION CODE DESIGN GRITERIA: PERSONS, PERFORMING ANY OF THE WORK UNDER THE CONSTRUCTION SPECIFICATIONS. 9) ALL 51DEWALK5 AND 5TREET5 ADJACENT TO THE 51TE AND TO WHICH THE GENERAL REINFORCEMENT WHEN THE CONDITION WARRANT5 UKLE55 OTHERWISE NOTED. PROVIDE U' QT U) J PUBLIC HAVE ACCESS SHALL BE MAINTAINED BY THE GENERAL CONTRACTOR IN SUCH CORNER REINFORCEMENT AS, REQUIRED. 13) UNLE55 OTHERWISE PROVIDED, THE GENERAL CONTRACTOR SHALL PROVIDE ANY PAY I. HEATING SHALL BE DESIGNED FOR AN OUTSIDE AIR DB TEMPER/ t )RE OF 15 DEGREES FOR ALL LABOR , MATERIALS, EQUIPMENT, TOOLS, GONSTRUGTION EQUIPMENT AND CONDITION THAT THEY MAY BE SAFELY TAT BY THE PUBLIC. THE GENERAL REAS THAT H. ALL WALLS SHALL RISE TOGETHER, EQUALLY IN HEIGHT, AT ALL PERIODS OF FAHRENHEIT. COOLING SHALL BE DESIGNED FOR AN OUTSIDE AIR DB TEMPERATURE OF 09 , MACHINERY, WATER, HEAT, UTILITIES, TRANSPORTATION, AND OTHER FACILITIES ANDCONSTRUCTION. ALL LINTELS SHALL BE OF SIZE AMID SHAPE AS, SHOWN OR NOTED ON THE SERVICES NECESSARY FOR THE PROPER EXECUTION ANNiD COMPLETION OF THE WMAY DEVELOP DURING THE LIFE HIS, EVEN FEET HIGH. DRAWINGS AND SHALL BE STRUCTURALLY 50UWJ FOR THE SPANS AND LOADS INVOLVED. DEGREES FAHRENIHEI"T. STREET TREES SHALL BE R60TEGlED WHETHER TEMPORARY OR PERMANENT AND WHETHER OR NOT INCORPORATED OR TO BE BY WOOD OR METAL GUARDS AT LEAST EAST SSEVEN FE INCORPORATED IN THE HORK. 10) THE GENERAL CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ALL PROTECTION O use b� Z q. COORDINATE AND 13UILD INTO MASONRY ALL MATERIALS FURNISHED BY OTHER TRADES, 2. USE 5,000 HEATING DEGREE DAYS IN SELECTING THIS APPROPRIATE / 14) THE GENERAL GONTRAGTOR WARRANTS TO THE OWNER THAT ALL MATERIALS AND OF SIDEWALKS AND THE PUBLIC AND THE GENERAL CONTRACTOR SHALL HOLD THE SUCH AS ANGLES, ANCHOR BOLTS, FLASHING, STEEL LINTELS AND FRAMING, VENTS, W OWNER HARMLE55 FOR ACGIDENT5 RESULTING FROM OR INVOLVING THE PUBLIC. COEFFICIENT OF HEAT TRANSFER 'U". EQUIPMENT FURNISHED UNDER THE SPECIFICATIONS AND DRAWINGS WILL BE NEW UNLESS SLEEVES, DOOR FRAMES, M15CELLANEOU5 STEEL WORK WITH ANCHORS, ETC. '�� LL w OTHERWISE SPECIFIED, AND THAT ALL WORK WILL BE OF GOOD QUALITY, FREE FROM 3. MAXIMUM THERMAL TRANSMITTANCE VALUE FOR EVILOIN6 WITH 1000 DEGREE DAYS Cp rn 11) THE GENERAL CONTRAGTOtR, IN ADDITION TO THE GENERAL AND SPECIFIC ITEMS v {J FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONSTRUCTION SPECIFICATIONS. 10. GLEAN AND POINT ALL EXP05ED MASONRY WORK AND CONCRETE BLOCK WORK AT END OIW 4 MENTIONED IN THE ABOVE, SHALL PROTECT ALL CONCRETE, STONE AND BRICK WORK SHALL BE Uo=.21. ALL WORK NOT CONFORMING UT THESE REQUIREMENTS INCLUDING SUBSTITUTION NOT OF EACH WORKING DAY. GLEAN ALL EXPOSED BRICK WITH WATER AND FIBER BRUSHES AT WHERE THE SAME WILL BE SUBJECT TO DAMAGE FROM GONSTRUGTIDN WORK, TRAFFIC OR PROPERLY APPROVED AND AUTHORIZED, MAY BE CONSIDERED DEFECTIVE, IF REQUIRED THE COMPLETION OF WORK AS, AN ENTIRETY. REFER TO BUILDING DEPARTMENT NOTES FOR OTHERWISE. ALL GEMENT AND OTHER FLOORS SHALL BE PROTECTED UNTIL SUFFICIENTLY THE GENERAL CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENIGE AS, TD THE KIND SET AND CURED TO SUSTAIN TRAFFIC. ADDITIONAL MASONRY REQUIREMENTS, 4. INDOOR DESIGN U=MPERATURES SHALL BE A MAXIMUM 12 DEGREES FOR HEATING AND p" JECT PRINTED SHEET AND QUALITY OF MATERIALS AND EQUIPMENT. A MINIMUM 18 DEGREi=S FOR COOLING. DATE: NO.: 15) SUE35TITUTION OF EQUAL MATERIALS SHALL BE PERMISSIBLE ONLY UPON WRITTEN 12) COMPLETED ROOFS USED FOR WORKING SPACE OR SUBJECT TO DAMAGE FROM 0308E-00 APPROVAL BY ARCHITECT. CONSTRUCTION AT A H16HER LEVEL, SHALL BE PROPERLY PROTECTED FROM DAMAGE AND SHALL BE THOROUGHLY GLEANED ON COMPLETION OF WORK. 5. THE FOLLOWING THERMAL TRANSMITTANCE SHALL BE USED TO DETERMINE THE MAXIMUM GNACI Uo: EXTERIOR WALLS Ux= .08.; ENTRANCE DOORS ltd= .40; GLAZING AAXIMUM U9=.69 SHALL DRAWN ISSUED BY: DATE: NOT EXCEED. PIPS 08/04/04, ENERGY CONSERVATION CONSTRUCTION CODE DESIGN CRITERIA (CONTINUED}, MECHANICAL I. HEATING VENTILATION AND AIR CONDITIONING: PLUMBING 14. TRENGHIN6 AND BACKFILLING HARM SIDE b. ALL INSTALLATION WHICH IS CAPABLE OF SWATER SHALL BE PROTECTED BY A VAPOR BARRIER LOCATED ON THE WINTER WARM IDE OF INSULATION. A. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES I. SCOPE OF WORK A. DIG TRENCHES STRAIGHT AND TRUE TO LINE AND GRADE, WITH BOTTOM OF AND REGULATIONS OF THE GOVERNING AGENCIES HAVING JURISDICTION. THE FOLLOWING 15 A GENERAL LISTING, NOT NECESSARILY COMPLETE, OF TRENCH FREE FROM ROCK POINTS AND WITH PIPE CUSHION CONSISTING OF EITHER 7. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES CONTINUITY OF B. MECHANICAL 5UBGONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATING THE WORK TO BE PROVIDED AND INSTALLED BY THE PLUMBING UND15TUR13ED NATURAL SOIL OR COMPACTED FINE SAND, rIGCa/k�o- e- INSULATION AT PLATE LINES, SILL LINES AND CORNERS. P' DUCT LAYOUTS, CONDENSER LOCATIONS, DUCT SIZES, ETC. TO ARCHITECT CONTRACTOR. 13. PROVIDE A MINIMUM TRENCH WIDTH OF 16 INCHES FOR MAIN SOIL AND A R C H I T E C T 5 PRIOR TO INSTALLATION. MECHANICAL SUBGONTRAGTOR TO REVIEW A. DOMESTIC HOT, GOLD WATER PIPING DRAINAGE PIPE, AND A MINIMUM OF 24 INCHES COVER BELOW FINISHED GRADE ` STRUCTURAL SHOP DRAWINGS AND NOTIFY THE ARCHITECT OF ANY B- DRAINAGE AND VENT PIPING WHEREVER CONDITIONS WILL PERMIT. 305 East 46th Street 8. ENERGY ION CONSTRUCTION SHALL CONFORM H 1 PART 4 - NEW YORK STATE ENERGY MECHANICAL AND STRUCTURAL AND DESIGN INTENT CONFLICTS PRIOR TO G. WATER HEATER G. WHERE FIELD CONDITIONS REQUIRE VARIANCE FROM THESE MINIMUM5, SECURE- New York,NY 10017.3056 CONSERVATION GONSTRUGTION CODE (MARCH I, IggD. 601,15TRUGTION. D. FIXTURES THE ARCHITECT'S APPROVAL BEFORE PROCEEDING WITH THE VARIANCE. I G. ALL WORK SHALL BE DONE'IN A NEAT AND WORKMANLIKE MANNER AND E. ALL WORK SHOWN ON DRAWINGS PERFORM ALL SUCH VARIANCES AT NO ADDITIONAL COST TO THE OWNER. 50 AS TO NOT INTERFERE WITH THAT PORTION OF THE WORK PERFORMED BY F. GAS PIPING D. BACKFILL UPON RECEIPT OF ALL NECESSARY APPROVALS, USING STOCKPILED 212-355.6555 MATERIAL EXCAVATED FROM THE TRENCH, OR USING OTHER MATERIAL 212-355-6919 fax � OTHERS. 2. SHOP DRAWINGS, SAMPLES AND APPROVALS APPROVED BY THE ARCHITECT. E. ALL BAGKFILL MATERIAL SHALL BE FREE FROM ROCKS, LARGE CLOD ROOTS, t 'e.-mall:mlmacaluso@mindspdng:cum 2. PLUMBING A. SUBMIT A SEPIA AND TWO PRINTS OF SHEET METAL AND/OR PIPING SHOPAND OTHER FOREIGN MATTER, AND SHALL BE COMPACTED IN 51X INCH LAYERS ROUGH CARPENTRY: A. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES DRAWINGS, CERTIFIED BY ALL TRADES THAT COORDINATION HAS BEEN MUM OF q5% COMPACTION. AND REGULATIONS OF THE GOVERNING AGENCIES HAVING JURISDICTION. E5TABLI5HEO. SUBMIT CERTIFIED EQUIPMENT GUTS WITH CONSTRUCTION TO A MINI I. FRAMING FOR J015T5 AND RAFTERS SHALL BE DOUGLAS FIR (LARCH-NORTH) NO. I B. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND WIRING DIAGRAMS AND AUTOMATIC TEMPERATURE CONTROL SHOP DRAWINGS. F. JETTING OF BACKFILL WILL NOT BE PERMITTED. CLIENT: STRUCTURAL GRADE OR BETTER WITH A MINIMUM fb OF 1500 PSI FOR SINGLE MEMBER L15E 50 AS NOT TO INTERFERE WITH THAT PORTION OF THE WORK PERFORMED SUBMIT FOUR (4) BOOKBOUND OPERATING AND SERVICE MANUALS WHICH G. PROMPTLY REMOVE ALL EXCESS EXCAVATED MATERIAL'.=ROM THE SITE fb OF 11 . TONY G'RAZIANO 50 P51 FOR REPETITIVE MEMBER USE. (PROVIDE PROOF OF GRADE TO ARCHITECT BY OTHERS. SHALL INGLUDE COPIES OF ALL SHOP DRAWINGS. 5UBMITTALS SHALL INCLUDE, BEFORE INSTALLATION. G. PLUMBING 5UBGONITRAGTOR TO REVIEW STRUCTURAL AND MECHANICAL BUT NOT BE LIMITED TO THE FOLLOWING: I5. INSTALLATION OF VALVES DRAWINGS AND SHALL NOTIFY THE ARCHITECT OF ANY PLUMBING, HVAG, - PLUMBING FIXTURES AND EQUIPMENT A. INSTALL SECTIONAL VALVES ON EACH BRANCH AND RISER, CLOSE TO MAIN, 208 FEHR WAY 2. WOOD BLOCKING AND NAILER5 SHALL CONFORM TO THE APPLICABLE REQUIREMENTS STRUCTURAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. - VALVES WHERE BRANCH OR RISER SERVE-5 2 OR MORE PLABOVEUMBING FIXTURES OR EQUIPMENT CONNECTIONS, AND ELSEWHERE AS INDICATED. BAYSHORE, NY 11706 ELECTRICAL - PIPE AND FITTINGS B. INSTALL SHUTOFF VALVES ON INLET OF EACH PLUMBING EQUIPMENT ITEM AND HANGERS 631 .242.2428 3. ALL LUMBER SHALL BE SEASONED TO Iq PERCENT OR LE55 MOISTURE CONTENT, I. ALL WORK SHALL BE IN FULL Or THE SER WITH ALL CURRENT CODES AND SHALL - INSULATION ON INLET OF EACH FIXTURE, AND A5 ELSEWHERE INDICATED. COMPLY WITH THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE - VACUUM BREAKERS G. INSTALL DRAIN VALVES ON EACH PLUMBING EQUIPtI ITEM LOGATED TO 4. LUMBER AND PLYWOOD TO BE GRADE MARKED PRIOR TO DELIVERY TO SITE. 2. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND 50 A5 TO - PIPING LAYOUTS COMPLETELY DRAIN EQUIPMENT FOR SERVICE OR REPAIR INSTALL AT BASE OF NOT TO NEEDLESSLY HAMPER THAT PORTION OF THE WORK PERFORMED BY OTHERS. EACH RISER OR DROP IN PIPING SYSTEM AND ELSEWHERE AS REQUIRED TO 3. AS-BUILT DRAWINGS COMPLETELY DRAIN POTABLE WATER SYSTEM. 5. PROVIDE ALL ACCESSORIES IES FOR FRAMING, INCLUDING,CE BUT NOT LIMITED TO THE 3. INSTALLATION A. PREPARE AND SUBMIT "AS-BUILT" DRAWINGS AT THE COMPLETION OF THE D. INSTALL CHECK VALVES ON DISCHARGE SIDE OF EACH PUMP AND, ELSEWHERE © 2004 MICHAEL J. MACALUSO, R.A, FOLLOWING: SILL ANCHORS, GALVANIZED FRAMING CONNECTORS AND JOIST HANGERS, W ALL EQUIPMENT INSTALLED OUTDOOR AND EXPOSED TO PROJECT. AS INDICATED, FASTENERS AND ACCESSORIES; IN POTENTIALLY DAMP LOCATIONS ACCESSORIES SHALL WEATHER SHALL BE NIEATHERj'ROOFED. B. BOTTOM OF RECEPTACLES AND 5WIT6HE5 SHALL BE 4. TESTS E. INSTALL BALANCE COCKS IN EACH HOT WATER REGIRGULATINIG LOOP, AND THIS SHALL NOT BE CONSIDERED AN E CORROSION RESISTANT. ELSEWHERE A5 INDICATED. AUTHORIZED COPY ISSUED FROM THE LOCATED 5" ABOVE COUNTER TOP UNLESS OTHERWISE NOTED ON A. THE PLUMBING SYSTEMS SHALL BE INSPECTED AND TESTED IN F. INSTALL HOSE EI ON EXPOSED PIPING WHERE INDICATED, WITH VACUUM ARCHITECT UNLESS HIS ORIGINAL SEAL 6. ALL NAILING SHALL CONFORM TO THE RECOMMENDED NAILING SCHEDULE OF THE STATE DRAWINGS. ACCORDANCE WITH REQUIREMENTS OF THE NEW YORK CITY BUILDING CODE, BREAKER. AND ORIGINAL SIGNATURE ARE AFFIXED. OF NEW YORK BASIC BUILDING CODE. G. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12" ABOVE FINISH FLOOR ANE HEALTH DEPARTMENT AND LOCAL AUTHORITIES HAVING JURISDICTION. 6. INSTALL HYDRANTS WHERE INDICATED, IN ACCORDANCE WF,FH ANY REPRODUCTIONS MAY NOT BE USED 7. EXCESSIVE NOTCHING OR GUTTING OF STRUCTURAL MEMBERS IS NOT PERMITTED. 12'-0" ON CENTER HORIZONTALLY. AILL RECEPTACLES WITHIN 6'-0' HORIZONTALLY OF 5. VERMIN CONTROL MANUFACTURER INSTALLATION INSTRUCTIONS. FOR ANY REASON WITHOUT THE PRIOR, SINK, LAVATORY OR TUB SHALL BE WIRED TO A GROUND FAULT INTERRUPTIBLE H. INSTALL BACKFLOW PRE/ENTER5 WHERE INDICATED IN ACCORDANCE WITH WRITTEN PERMISSION FROM THE PROTECTED SWITCHES T. S ALL PIPING , ETC., , SHALL PASSING THROUGH WALLS, FLOORS, CEILING AND/OR REQUIREMENTS OF LOCAL NS\TER AUTHORITY AND HEALTH DEPARTMENT. rARCHITECT. 8. ALL CARPENTRY WORK SHALL BE PERFORMED ACCORDING TO ESTABLISHED GOOD E. WALL 5WITGHE5 CBE 48" 13E HI FLOOR. SOLID GONSTRUGTION , SHALL BE SEALED TO PREVENT THE PASSAGE OF 1. INSTALL PRE55UPE REGULATING VALVES WHERE INDICATED. PROVIDES INLET PROVIDE . RAFTERS AND JOISTS SHALL BE SET WITH CROWNS UP AND GRO55 BRIDGING E. ALL SMOKE DETECTORS TO BE HIRED IN A MANNER SUCH THAT THE VERMIN. PRE55URE GAGE ON VALVE OUTLET.PROVIDED AT MAXIMUM OF B'-O" INTERVALS. ACTIVATION OF ONE SHALL ACTIVATE ALL. B. 5EAL5 SHALL BE MADE BY MEANS OF ROCK WOOL OR OTHER APPROVED 16. IINSTALLATION OF GAS PIPING 9. ALL STRUCTURAL LUMBER AND ASSOCIATED INSTALLATION WORK INVOLVED SHALL 5U86RADE AND FOUNDATION NOTES: INERT MATERIAL, PACKED SLEEVES OR OTHER APPROVED CONSTRUCTION. A. USE SEALANTS ON METAL GA5 PIPING THREADS WHICH ARE GHEMIGALLY SE DOCUMENTS HAVE BEEN CONFORM TO RECOMMENDATION BY THE NATIONAL FOREST PRODUCT ASSOCIATION FOR b. EXCAVATION, BAGKFILLIN6 AND GONSTRUGTION RESISTANT TO GA5BEING USED. USE SEALANTS SPARINGLY, AND APPLY L PARED ELECTRONICALLY AND AS STRESS GRADE WMBER AND 1T5 FASTENINGS. 1) ALL EXCAVATION EMBANKMENTS ARE TTO BE SHORED AND BRACED. CONTRACTOR TO A. ALL EXCAVATION, BACKFILLING, GUTTING, PATCHING AND CONCRETE AND ONLY MALE THREADS OF METAL JOINTS. H ARE NOT PROTECTED AGAINST PROTECT AGAINST THE COLLAPSE OF EXCAVATED EARTH AND THE INTRUSION OF MASONRY CONSTRUCTION BOTH INTERIOR AND EXTERIOR, REQUIRED FOR THE B. REMOVE GUTTING AND THREADING BURRS BEFORE ASSEMBLING PIPING. UTHORIZED CHANGES, ALL PARTIES 10. LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE WOLMANIZED-PRESSURE UNEXGEPTABLE AMOUNTS OF SILT INTO THIE EXCAVATED AREA. PURPOSE OF COMPLETING ALL WORK GALLED FOR UNDER THIS SPECIFICATION G. DO NOT INSTALL DEFECTIVE PIPING OR FITTINGS. DO NOT USE PIPE WITH HEREBY NCOPIES THAT ONLYTREATED PER CURRENT AWPA. SHALL BE INCLUDED AS PART OF EACH CONTRACT. THREADS WHICH ARE CHIPPED, STRIPPED OR DAMAGED. SE PAPER COPIES BEARING THE 2) ALL FOOTINGS TO REST ON UNDI5TUR6{ED SOIL AT A MINIMUM OF 4'-0" BELOW 1. PIPING D. PLUG EACH GAS OUTLET, INCLUDING VALVES, WITH THREADED PLUG OR ORIGINAL SEAL AND SIGNATURE OF THE 7 II. ALL TIMBER TO TIMBER CONNECTIONS SHALL BE MADE WITH SIMF50N STRONG-TIE ADJOINING GRADE. A. ABOVE GROUND SOIL, WASTE STORM AND VENT PIPING 10" AND SMALLER, GRIP'IMMEDIATELY AFTER INSTALLATION AND RETAIN UNTIL CONTINUING ARCHITECT OF RECORD SHALL BE CONNECTORS OR APPROVED EQUAL, SELECTED AND INSTALLED IN AGGORDANGE WITH ALL SHALL BE F#1BLE55 GA5T-IRON SOIL PIPE, SERVICE WEIGHT, HUBLE55 CAST-IRON G PIING, OR EQUIPMENT ER INSTALLANECTIONS ARE COMPLETED. CONSIDERED AUTHORIZED BY THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 3) SOIL, BEARING ASSUMED AT 2 TONS/50. FT. CLASS q-65 OR BETTER TO BE VERIFIED SOIL PIPE FITTINGS, MBLE55 JOINTS. E. GROUND GAS PIPING ELECTRICALLY AND CONTINUOUSLY WITHIN PROJECT, ARCHITECT FOR USE. ANY AND BOND TIGHTLY TO GROUNDING CONNECTION. UNAUTHORIZED USE SHALL F 12. ALTERING STRUCTURAL MEMBERS: UPON EXCAVATION. THE SOIL DIRECTLY UNI BY AN RC FOOTINGS, FOUNDATIONS, PIERS AND B. UNDERGROUND BUILDING DRAIN PIPING, IS" AND SMALLER SHALL BE F. (PROVIDE GAS COCK AT AN ACCESSIBLE LOCATION AT CONNECTION TO UNDERTAKEN AL THE RISK OF THE FOUNDATION WALLS SHALL BE INSPECTED' BY AN ARCHITECT IO ENGINEER RETAINED BY OAST-IRON HUB-((SOT PIPE F IN 501E PIPE, SERVICE WEIGHT, CAST-IRON EACH OAS FIRED EQUIPMENT ITEM AND ON RISERS AND BRANCHES WHERE USER. A. NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, GUT, BLOCKED OUT OR CONTRACTOR AFTER EXCAVATION AND PIRIDR TO CONSTRUCTION OF FOOTINGS. THE NUB-AND-SPIGOT PIPE FITTING, LEAD AND OAKUM JOINTS. INDICATED. � RELOCATED WITHOUT PRIOR APPROVAL BY THE ARCHITECT. DO NOT ALTER SIZES OF DEPARTMENT OF BUILDINGS SHALL BE NOTFIFIED TWO WORKING DAYS PRIOR TO G. INTERIOR WATER PIPING, 2" AND SMALLER, SHALL BE COPPER TUBE, TYPE "L", G. INSTALL, INSPECT, TEST AND PURGE GAS SYSTEMS IN AGCC RDANGE WITH MEMBERS NOTED WITHOUT APPROVAL OF ARCHITECT. CONSTRUCTION OF FOOTING. A REPORT OFF SUCH INSPECTION DESCRIBING CONDITIONS HARD DRAWN TEMPER, WROUGHT COPPER FITTINGS, SOLDER JOINTS, PIPING RUN FOUND SHALL BE FILED WITH THE DEPARTIMENT OF BUILDING5 BY THE ARCHITECT OR BELOW SLAE35 ON GRADE SHALL BE COPPER TUBE, TYPE K WITH NO JOINTS NEPA REQUIREMENTS, AND LOCAL UTILITY REQUIREMENTS, 13. MILT-UP BEAMS: ENGINEER MAKING SUCH INSPECTION PER 5EGT. 27-123 B.G. BELOW GRADE. Il. WARRANTY D. INTERIOR FUEL OIL PIPING SHALL BE COPPER TUBE, TYPE "L", HARD DRAWN A. THI5 CONTRACTOR SHALL GUARANTEE FOR A PERIOD OF ONE (1) yr A. BUILT-UP BEAMS OR JOISTS FORMED BY A MULTIPLE OF 2 X MEMBERS SHALL BE 4J MAXIMUM SLOPE OF FOOTINGS SIiALL BE 30" TEMPER, WROUGHT COPPER FITTINGS, SOLDER JOINTS. INTERCONNECTED A5 FOLLOWS: FROM DATE OF ACCEPTANCE BY THE OWNERS, ALL MATERIALS, APPARATUS E. INTERIOR OAS PIPING 2" AND SMALLER SHALL BE BLACK STEEL PIPE, AND WORKMANSHIP WHETHER FURNISHED BY HIMSELF OR BY HIS U MEMBERS q-1/4" AND LESS IN DEPTH: GLUE AND INITERNIAIL 5) NO PERMIT SHALL BE ISSUED FOR FOUNDATIONS OR EARTHWORK UNLESS AND UNTIL AT SCHEDULE 4D, MALLEABLE IRON THREADED FITTINGS. SUB(GONTRAGTORS AND HE SHALL REPLACE OR REPAIR IN A MANNER NV2 ROWS IGD NAILS AT 12" OL. STAGGERED. LEAST FIVE DAYS NOTICE HAS BEEN 61VEN BY APPLICANT TO OWNERS EF ADJOINING F. EXTERIOR GAS PIPING SHALL BE POLYETHYLENE TYPE FLEXIBLE GAS TUBING APPROVED BY RSTHE ARCHITECTS, REEL T COST TO THE OWNER, ANY PARTS OR 2) MEMBERS GREATER THAN ETT IN DEPTH OR MULTIPLE 3 X MEMBERS ,� PROPERTIES, BUILDINGS, UTILITIES AND SERVICES THAT MAY BE AFFECTED BY 5UGH SPECIFICALLY MANUFACTURED FOR UNDERGROUND INSTALLATION, TUBING TO BE PARTS OF THE WORK WHICH MAY PROVE DEFECTIVE OR UNSATISFACTORY LOQ THROUGH BOLT WITH I/2" DIAMETER MACHINE BOLTS AT 24" D.G. STAGGERED. OPERATIONS. INSTALLED PER MANUFACTURERS INSTRUCTIONS AND LOCAL CODES. WITHIN THE PERIOD OF THE GUARANTEE, DATE BY 18811E : b) FOOTINGS SHALL BE OF "PLAIN CONCRETE" REFER TO CONCRETE NOTES FOR 8. VALVES B. WHERE 5PEGIAL GUARANTEES COVERING INSTALLATION, OPERATION OR 0/22104 RPS PROOF�98 , 14. GUTTING OF BEAMS, JOIST AND RAFTERS: A. STOP VALVES, EXGEPT FIXTURE STOPS, ON HOT AND GOLD WATERLINES 2" PERFORMANCE OF.ANY SYSTEMS OR APPLIANCES FURNISHED UNDER THIS A. GUTTING OF WOOD BEAMS, JOISTS AND RAFTERS SHALL BE LIMITED TO GUTS AND SPECIFICATIONS. AND SMALLER SHALL BE FULL PORT 400LB. NON-SHACK BRONZE BALL CONTRACTOR ARE REQUIRED, THE FULL RESPONSIBILITY FOR THE FULFILLMENT 8/D2/W APS BBIFD TO 0.08. BORED HOLES NOT DEEPER THAN 1/6 THE DEPTH OF THE MEMBER AND SHALL NOT BE VALVES, NIBGO T5g5-Y FOR,THREADED GONNEGTIONS, AND NIBGO 5-5q5-Y OF SUCH GUARANTEES MUST BE �'.55UMED BY THE GONiRAGTOR, WHO SHALL 7) ALL EXCAVATED SOIL VI BE NEATLY STORED ON SITE IN AN AREA THAT WILL NOT FOR COPPER TO GOPI'ER, OR APPROVED OTHER, OBTAIN WRITTEN GUARANTEES, Ili TRIPLICATE, WHICH SHALL BE FILED WITH THE LEGATED IN THE MIDDLE E 111 OF THE SPAN. NOTCH DEPTH OF THE ENDS AT THE AFFECT PEDESTRIAN ACTIVITIES. ARGHITEGT BEFORE FINAL ESGEPTANGE. MEMBER SHALL NOT EXCEED I/4 THE DEPTH OF THE MEMBER. HOLES BORED OR GUT B. GLOBE VALVES UP To AND INCLUDING 3" SHALL BE SGREW-OVER BONNET, G. CONTRACTOR WILL BE RESPONSIBLE ACCEPTANCE. FOR ALL LEAKS IN ALL PIPES FOR A INTO JOIST SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM OF THE COMPOSITION DISC, BRAEG, NIBGO AP FOR THREADED CONNECTIONS AND JOISTS AND THE DIAMETER OF THE HOLE SHALL NOT EXCEED 1/3 THE DEPTH OF THE 0) NO BACK FILL SHALL BE PLACED UNTIL UPPER FLOOR FRAMING,IS IN PLACE AND/OR PERIIOD OF ONE YEAR FROM TFI DATE OF COMPLETION OF WCn?K UNDER THIS -� ADEQUATE BRACING HAS BEEN PROVIDED 5-211 FOR SOLDER GONNEGTIDN, OR APPROVED OTHER GERIIOD F ONE Y CONTRACTOR FROM SHALL REPAIR AT NO COST TO THE OWNER, ALL JOIST THE TENSION SIDE OF BEAMS, JOISTS AND RAFTERS OF 4 INCHES OR GREATER G. CHECK VALVES SHALL BE OF THE SWING-TYPE, SIZES UP TO AND INCLUDING 3" SHALL BE ALL BRA55, 125113. 5.W.P., NIBCO T-413 FOR THREADFIJ SUCH LEAKS WHICH OCCUR AFTER COMPLETION OF THI5 CONTRACT UPON 24 NOMINAL THICKNESS SHALL NOT BE NOTCHED, EXCEPT AT ENDS OF MEMBERS. q) FOUNDATION GONTR46TOR SHALL INSTALL COLUMN BASE PLATES, ANCHOR BOLTS. CONNECTIONS AND NIBCD 5-413 FOR SOLDER GONNEGTICNS, UR APPROVED HOUI NOTICE THEREOF BY THE CONSTRUCTION MANAGER/6ENERAL IS, PIPES IN STUD BEARING NAILS OR SHEAR NAILS, FOUNDATION GONTRgGTOR SHALL PROVIDI£ AND INSTALL ALL 51 -L FOR FOUNDATION OTHER. GONTIRAGTOR. LEAKS WHICH UGGl1R PRIOR TO THE COMPLETION OF THIS A. NOTCHES OR BORED HOLES TO STUDS OF BEARING WALLS OR PARTITIONS SHALL RE-INFORGING Nor', ATTACHMENT OF NEW FOUNDATION TO EXISTING AND UNDERPINNING, D. GAS COCKS 2" AND SMALLER SHALL BE 150 P51 NON-SHOCNor', BRONZE GONiTRAGT SHALL BE REPAIRED AT ONCE. CONTRACTOR 15 RESPONSIBLE FOR STRAIGHTWAY COCK, FLAT OR SQUARE HEAD, THREADED ENDS. ANY DAMAGE CAUSED BY SUCH LEAK5 AND THE REPAIR THEREOF AND WILL NOT BE MORE THAN 1/3 THE DEPTH OF THE STUD. 10) EXTERIOR OF FOUNDATIONS SHALL RECEIVE TWO TROWELED GOATS OF APPROVED E. GAS COGKS 2 1/2' AND LARGER SHALL BE 125 PSI NON-SHOCK WOG, IRON REIMBURSE THE CONSTRUCTION MANIAGER/6ENERAL CONTRACTOR FOR ALL Ib. BRIDGING AND BLOCKING: MASTIC WATERPROOFING FROM GRADE TO BOTTOM OF FOOTING. EXPENSES INCURRED THEREBY. ENTS: q 1310135 AND FAUCETS D. DISINFECTION THE POTABLE WATER SYSTEM SHALL BE 0I5INFEGTED PRIOR A. THERE SHALL BE NOT LESS THAN ONE LINE OF BRIDGING IN EVERY EIGHT FEET OF FIRE PROTECTION CONSTRUCTION REQUIREMA. HOSE BIBBS SHALL BE THREADED END, BRONZE BODY RENEWABLE TO USE BY A METHOD OF DISINFECTION IN ACCORDANCE WITH THE NEW YORK SPAN IN FLOOR, ATTIC AND ROOF FRAMING. THE BRIDGING SHALL 6ON515T OF NOT COMPOSITION DISC. TEE HANDLE, 3/4' NPT INLET, 3/4" HOSE OUTLET. STATE BUILDING CODE. THE POTABLE WATER PURITY TEST RESULT FROM A LESS THAN ONE BY THREE INCH LUMBER DOUBLE NAILED AT EACH END OR OF I. ALL MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RT515TANCE RATING SHALL B. SILL FAUGETS SHALL BE THREADED END BRONZE BODY, RENEWABLE NEW YORK CITY CERTIFIED TESTER SHALL BE SUBMITTED FOR ENGINEERS EQUIVALENT METAL BRACING OF EQUAL RIGIDITY. MIDSPAN BRIDGING 15 NOT COMPLY WITH ONE OF THE FOLLOWING: GOMP05ITION DISC, WHEEL HANDLE, 3/4" NPT INLET, 3/4" H05E OUTLET. REVIEW AND APPROVAL. REQUIRED FOR ATTIC OR ROOF FRAMING WHERE JOIST DEPTH DOES NOT EXCEED A) IT SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E - Iqq-Igbl, "STANDARD 10. GLEANOUT5 TWELVE INCHES NOMINAL. BLOCK 50LID AT ALL BEARING SUPPORTS WHERE METHODS OF FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS" AND ACCEPTED BY A. IN ALL AREAS WITH CERAMIC TILE OR CARPETED FINISHES: J. R SMITH FIG. DEMOLITION NOTES: ADEQUATE LATERAL SUPPORT 15 NOT OTHERWISE PROVIDED. BLOCK ALL STUD WALLS THE COMMISSIONER OR, 4040/4051 WITH SQUARE, ADJUSTABLE NICKEL BRONZE TOP. T AT MAXIMUM INTERVAL OF EIGHT FEET WITH MINIMUM OF 2 X SOLID MATERIAL WITH B) IT SHALL BE ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF CODE. B. IN ALL AREAS WITH TILE OR SHEET16 FLOORING: J.R. SMITH FIG. 40/411 1 I) ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE INTERNATIONAL BUILDING TIGHT JOINTS, PROVIDE 2 X FLOOR RU AT MID-POINT VERTICALLY OF STUD WALL.55 MANUFACTURER'S PRINTED INSTRUCTIONS. 2. OPENING PROTECTIVE INCLUDING FRAMES, SELF CLOSING DEVICES AND HARDWARE WITH SQUARE, ADJUSTABLE NICKEL BRONZE TOP WITH TILE RECESS. CODE (I.B.C) WITH N.Y.S. SUPPLEMENTS. BRIDGING AS REQUIRED BY FLOOR TG. WALL GLEANOUTS SHALL BE "TEE" FITTING WITH J.R. SMITH NUMBER 4531 OR Il. LINTEL SCHEDULE: SHALL COMPLY WITH SECTION 114 "OPENING PROTECTIVES" OF THE LATEST EDITION OF THE 4551 AND CHROME PLATED ACCESS COVER NO. 4422. 2) HAZARDOUS MATERIALS: THE ARCHITECT HAS NOT BEEN RETAINs7 FOR THE PURPOSE A. UNLESS OTHERWISE SHOWN, PROVIDE I LINTEL WITH b" MINIMUM BEARING FOR EACH II. INSULATION I.B.G. WITH N.Y.S. SUPPLEMENTS. OF INVESTIGATING THE PRESENCE OF HAZARDOUS MATERIALS. A Lk.EN51ED PROFESSIONAL MUST BE RETAINED BY THE CONTRACTOR TO PERFORM AN INSPECTION ON THE PROPOSED 4" OF WALL THI6KNE55. 3. FIRE STOPPING: CONGEALED SPACES WITHIN PARTITIONS, WALLS, FLOORS, ROOFS, A. ALL DOMESTIC GOLD WATER PIPING SHALL BE INSULATED WITH GUSTIN-BAGON WORK AREA OF THE BUILDING TO DETERMINE THE PRESENCE OF HAZARDOUS MATERIALS. B. LINTEL SGHEDULE: STAIRS, FURRING, PIPES SPACES WITH TWO INCH NOMINAL THIGKNE55 WOOD, OR HALF INCH "SNAP-ON" GLA55 FIBER (1/2") PIPE INSULATION WITH FACTORY APPLIED FIRE THE CONTRACTOR SHALL COORDINATE WITH THE OWNER REGARDING OBTAINING REQUIRED SPAN SIZE OF MEMBER EXTERIOR TYPE PLYWOOD. NON-GOMMSTIII MATERIALS SHALL BE USED WHERE IN RETARDANT JACKET. ALL SEAMS SHALL BE SEALED WITH MINNESOTA MINING ED HAZARDOUS MATERIA4.. REPORTS, CONTACT WITH FLUES, AND CHIMNEYS. NON-COMBUSTIBLE FIRE STOPPING MAY BE 1128 VAPOR BARRIER ADHESIVE, AND FURTHER SECURED WITH ALUMINUM STRAPS. UP TO 4'-O" 3 1/2 X 3 1/2 X I/2 .2 2-2 X 6 MA50NRY SET IN MORTAR, CONCRETE 3/4' MORTAR OR PLASTER IN NON-COMBUSTIBLE ALL FITFINGS SHALL BE INSULATED WITH PREMOLDED GLASS FIBER FITTINGS AND 3) GENERAL CONTRACTOR SHALL COORDINATE WITH OWNER ON THE RETURN OF LIJ Z 4'-1" TO 5'-O" 4 x 3 I/2 X 5/I6 OR 2-2X8 LATH, PLASTIC BOARD AT LEAST 3/8" THICK, SHEET METAL AT LEAST 0.002" THICK, SOLID WRAPPED WITH OPEN MESH GLASS FABRIC TAPE AND COATED WITH BENJAMIN SALVAGEABLE ITEMS. - z 0) 5-I" TO b'O" 5 X 3 I/2 X 5/I6 OR 2-2X10 WEB METAL STRUCTURAL MEMBER, 1/4" MINIMUM GEMENT BOARD OF EQUIVALENT FOSTER 60-25. r- 6'-1" TO 8'-0" 6 X 3 1/2 X 3/8 OR 2-2X12 MATERIALS, MINERAL, 5LA6 OR ROCKWOOL InVHEN COMPACTED IN CONFINED SPACE. B. ALL DOMESTIC HOT WATER AND HOT WATER RETURN PIPING SHALL BE 4) GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN 0 1' INSULATED WITH GU5TIN-BAGDN 'SNAP-ON" GLASS FIBER PIPE, 3/4" FOR PIPING I" THE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS. Lli (n LJ 1- 8. PLYWOOD: 4. INTERIOR FINISH: MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH THE SURFACE AND SMALLER, AND I' FOR PIPING I/4" THRU 4` PASTED ANO BONDED IN W Z [n A. ALL PLYWOOD SHALL BE DOW FIR OR EQUAL. IT SHALL BE MANUFACTURED AND FLAME SPREAD RATING OBTAINED AS PRESCRIBED IN CHAPTER 8 "INTERIOR FINISHES' OF PLACE WITH BENJAMIN-FOSTER LAFGA5 81-42W. ALL FITTIN65 SHALL BE 5) GENERAL CONTRACTOR PROVIDE AND MAINTAIN TEMPORARY FACILITIES FOR _„Ld GRADED IN AGGORDANGE WITH U.S. PRODUCT STANDARDS PS I-83 FDR THE LATEST EDITION OF THE I B.G. WITH N.Y.5. SUPPLEMENTS. INTERIOR FINISH SHALL BE INSULATED WITH PREMOLDED GLASS FIBER FITTINGS AND FINISHED WITH 4 OZ. PROTECTION OR ENG_O5URE OF AREAS OF WORK AND PROTECTION OF AREAS WHERE N W CONSTRUCTION AND INDUSTRIAL PLYWOOD GROUPED IN THE FOLLOWING GLASSES,' CANVAS JACKETS. THERE 15 NO WORK. INCLUDING, BUT NOT LIMITED TO ADJACENT PROPERTY AND OCCUPIED a O W INTERIOR FINISH GLA55: ELAINE SPREAD RATING: SMOKE DEVELOPED, G. FIRE HAZARD RATING FOR INSULATION, FASTENER AND JACKETING LIVING SPACES IN EXISTING STRUCTURE WHILE NIORK IS ONGOING. Q y O a 7, B. EACH PLYWOOD SHEET SHALL BEAR THE "APA' TRADEMARK. A 0-25 0-450 MATERIALS SHALL NOT EXCEED 24 FOR FLAME SPREAD, 5p FOR FUEL 0 z Y G. ALL END JOINTS SHALL BE STAGGERED AND SHALL MITT ALONG THE CENTER LINES B 26-15 0-450 CONTRIBUTED, AND 50 FOR SMOKE DEVELOPED. 6) REMOVE ALL TEMPORARY FACILITIES WHEN THEY ARE NO LONGER REQUIRED, < 0 OF FRAMING MEMBERS. G 16-200 0-450 12. ACCESS DOORS Z D. THE FACE GRAIN OF THE PLYWOOD SHALL BE LAID AT RIGHT ANGLES TO THE 1) THE GENERAL CONTRACTOR SHALL REMOVE ROOF CONSTRUCTION AS SHOWN ON THE Lo O INTERIOR FINISH, EXCEPT FINISH FLOORING AND FLOOR COVERING, WALL COVERINGS AND A. ACCESS DOORS SHALL BE PROVIDED AND INSTALLED BY THE GENERAL U, JOISTS AND TRUSSES AND PARALLEL TO THE STUDS. COATINGS LE55 THAN 0.036 IN TOTAL THICKNESS, SHALL HAVE FLAME-SPREAD RATING-f CONTRACTOR. DRAWING AND PROVIDE NEW OPENINGS SHOWN OR REQUIRED FOR NEN1 WORK 'GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING AND BRACING FOR SUCH J E. NAILS SHALL BE PLACED 3/5"INTO MINIMUM FROM THE EDGE OF THE SHEETS. THE NOT GREATER THAN THAT OF THE FOLLOWING INTERIOR FINISH GLASSES: 13. PLUMBING FIXTURES AND ACCESSORIES OPENINGS UNTIL SUCH TIME A5 THEY ARE PROPERLY COORDINATED INTO THE WORK AS _ MINIMUM NAIL PENETRATION INTO FRAMING MEMBERS SHALL BE I I/2" FOR 8D NAILS VERTICAL EXITS AND EXIT PASSAGEWAYS G A. UNLESS OTHERWISE INDICATED ON DRAWINGS ALL FIXTURES SHALL BE DESCRIBED IN THESE DRAWINGS. AND 13/8" FOR IOD NAILS. EXIT ACCESS CORRIDORS AND OTHER EXITWAYS G AMERICAN STANDARD WATER SAVER TYPE. THE EQUIVALENT FIXTURES OF F. ALL FLOORS SHALL BE NAILED A5 PER NAILING SCHEDULE. ROOMS AND ENCLOSED SPACES G OTHER MANUFACTURERS SUCH AS CRANE, KOHLER, ELDER, ETC., MAY BE 8) THROUGHOUT THE ENTIRE PROJECT AREA, GENERAL CONTRACTOR SHALL VERIFY THE 9C 1j6G QI FIRE RATE 5TL. LINTELS 4'-0" LONG AND OVER AS PER NY5 CODE, LATEST ED. (AS REQ'D). USED. COLOR SHALL BE SELECTED BY THE ARCHITECT. ALL FIXTURES SHALL EXISTING PLUMBING, GAS, STEAM, UTILITY LINES, FLOOR DRAIN5, ETC. AND DETERMINE IF W BE SUPPLIED COMPLETE WITH ALL REQUIRED ACCESSORIES SUCH AS TRAPS, THEY ARE ABANDONED OR ACTIVE. GENERAL CONTRACTOR SHALL NOTIFY THE TAIL PIECES, ETC. PROVIDE STOPS IN HOT AND GOLD WATER SUPPLY TO ARCHITECT OF HIS FINDINGS AND OPEN UP THESE AREAS FOR ARCHITECTS INSPECTION. v L EACH FIXTURE. REFER TO ARGHITEGTURAL DRAWINGS AND DOCUMENTS FOR REMOVE EXISTING ABANDONED LINES PER THE ARCHITECTS DIRECTIONS AND GAP AT t- MAKE, MODEL, ETC, OF ALL PLUMBING FIXTURES. SOURCE. PATCH EXIST. ACTIVE CONSTRUCTION WITH NEW PIPING OF COMPATIBLE MATERIAL AS REQUIRED FOR NEW FIXTURE LAYOUT. �� s �. q) IF ANY EXI5TIN6 LEAKS/DAMAGE AT THESE UTILITY LINES, THE GENERAL CONTRACTOR N SHALL NOTIFY THE ARCHITECT IN WRITING OF HI5 FINDINGS. PROJECT SHEET NO.: NO.: 00/04/04 PRAVI ISSUED GN- 1 BY: DATE: m Rpo 00/04/104 I I �I II I NOTE: ROOF FASCIAS TO BE EOUIPED WITH NEW - GUTTC-R SYTEMS, PROPERLY DRAINING TO FOUR (4) - _ _ SPEGIFIED ROOF LEADERS. r ARCHITECT S 305 Easl4filh Slreel B 5 New York,NY 10017058 o ROOF LEADER TO 5UB SURFACE z DRYWELL PIPE. ROOF LEADER TO FOUR (4) FT. DIA PE_RFERATED PRECAST CONCRETE BE EOUIPPED WITH 5URGHAR6E PIPE 212-355-6555 .2 DRYWELL, SOLID BOTTOM, FOUR (4) FT HIGH, SITTING ADJAGENT _)PERTY; LOT 72. TO SPLASH BLOCK. (TYPICAL FOUR 2 212-355-6919fax ON 12" GRUSHED STONE, WRAPPED IN FILTER FABRIC, OWNER: LEE .__idENIATA (4) LEADERS ON PROPOSED / �m e-maiI.mtmacaluso@mindsptlng.mm n r,+ :-•c -, 1"= NeaYhen my n' �onm SURROUNDED IN 24" CRUSHED STONE, SURROUNDED IN 24" SAND. DRYWELL SHALL HAVE PRECAST STRUCTURE) fF GONGRETE GAP, TOP OF DRYWELL TO BE LOGATED UQ7 Q .,` /+r j o 12" BC-LOW 6RADE(TYPIGAL TWO (2) DRYWELLS ON 4 / • ¢ ry fZ�� , r SITE). DRYWELL TO BE MIN. 10'-0" FROM ANY W r r)) _O NY CipAZIANO 5TRUGTURE. Z Y ' 1 n / ~ 4 Zl< 08 FEH'IR WAY o= r��g.�• ' Oedar l5oa_n -1e / - �o>� AYSHORE, NY 11706 z � r=^ +i d �rYLe Vyr° �' / h qq2� y, LOT AREA = •43,856.378 SF OR I3Z 31 .242:2428 ,X ¢ � ,4F �` CV °j ✓1 Nate ADDITION AREA "B" TO L-XISTIN6 Pb I.00q AGRES 6�+ os /d• p �� $d cccce onxch STRUCTURE, PP.OPOSED NEW FRONT q r, co"ocs' Park. ENTRY, 2-5TORY (Iv-q"x 2'-6") �_ I N/ 2 ADJAGENT AREA = ±2-1,328 S.F. 2004 MICHAEL J. MACALUSO, R.A. 0 E I" I Ya �? EXISTING STRUCTURE COVERAGE • 21, / II'-q" '•---0e' �U� 2 I O HIS SHALL NOT BE CONSIDERED AN �A ,laHr�Yn cxos- � ip4,E PORTION OF EXISTING ( N, �II3^ / , � -• 3'-4" �/V�,Q� OF A.A. = 120 (3,300 S.F.) p UTHORIZED COPY ISSUED FROM THE *a GARAGE AND GONGPETE I-� =•"'_ - +8 '-II°(EXT TING �� V n-' RCHITECT UNLESS HIS ORIGINAL $EAL WALK TO BC- REMOVED \ -� ) 4y7�'rry p I ND ORIGINAL SIGNATURE ARE AFFIXED. PROPOSED 51 RUGTURE GOVERAGE NY REPROD CTIONS MAY NOT' BE USED EXISTING _ ^ OF A.A. = 12%(3,300 S.F.) OR ANY RE SON WITHOUT THE PRIOR;. 2-5TORY Iq' �� -1 BITTEN PER ISSI,ON FROM THE LOCATION OF O, W - WOOD FRAME EXIST -.-,i 7 W ' RCHITECT, PROJECT S� ._ - RESIDENCE w I *NOTE: NO IMPERVIOUS SURFACES Z (INTERIOR I' ^ �� � =• t_, _ (LE.: ]PAVED DRNEINAYS, PARKING LAYOUT TO BE N I •N "' N LOTS, ETC.) WTHIO,'OSEMODIFIED, ROOF EXISTING I HESE DOCUMENTS HAVE BEEN TO RAISED, WOOD Itl K I 7 PLANT OF ADJAGENT AREA. REP?.RED ELECTRONICALLY AND AS ~ n LSTOHE DFI FAARUSHED ry -;ry. , DORMERS TO •• DEGK`I'Y.,f W F T3 Q $ ROSINAPAPERT PROTECTED AGAINST n� BE ADDED) rte ' I O -1'g IU D CHANGES. ALL PARTIES n3 F.F. ELEV.-II'-q'1 8\7-. z = NOTIFIED THAT ONLY COPIES BEARING THE 0200+ nkua"naLu.,,,,1,,4,02004 NAYTEq T ) I I q FT, 4'i L AND SIGNATURE OF THE STORY PORTION OF 4 b FT. I Fe© ARCHITECT OF RECORD SHALL BE -W FRAME .k ) ONSIDERED (AUTHORIZED BY THE O C /A T I O1� MAF'/� F' 2G N REE5I PDIENGE (INTERIO 4 FT. ��j1, 00 Z RCHITECT FOR USE. ANY 1— /rt �I V V-'� L ATI (MAT 0' U NAUTHORIZED USE SHALL BE a / ' I MOE?I IIT TOO LOCATION OF�XISTING, `fll I '� �' C-W CRUSHED STONE DRIVC--WAY tf1 I NDERTAKEN IAT THE RISK OF THE - n � MOD( IED, ROOF (V N FT SANITARY SYS EM, W SCALE: AS SHOWN ry (PERMEABLE SURFACE) TO -/ 1 N M�/ �i SER. I, ? PROIPO5ED-GARAGE AND I HEIGHT V. REMAIN) ry X CONSISTING OF -TANK n, pN 00mac/ AGGE55 RiOUTE FOR-NEN WORK I - F.F. EV m W AND 5-POOLS II NO tt1 Y 3O' Qi PROPOSED GHAN6E, AS ' I ¢ O NO INCREASE Iti 5'-O" NUMBER OF BEDROOMS K A001MONAREA "A" TO EXISTING 5TRUGTURE, - II'-q" 3, / '(EXISTING) zO SUFFOLK COUNTY TAX MAP SECTION: q0 PROPosED NEW 6AR.AGC. GROUND FLOOR 83'-4' V Z� BLOCK: 4 E ENSIGN, ONE STGR`Y ONLY (3I'-5"x 6'-O") „ , LOT: `n.,,.-=1•"� '(EXISTING) 1147,_3„ 0� EXST. DOCK • _ : 1 (EXI TING) U SUE LOQ 4 S. 83. 38' ;q -XST DATE BY 08MHE 4 DAE5HED PEGTAN&LE INDICATES AREA OF PROPOSED DRYWELL (SEE 7 9/78/04 RPS 18811FL FOR ROPOSED ATTAGHED GARAGE (22'-O"x 25'-0") DRYWELL AND LEADER S L CLENT FiEVEN1 NOTES AT TOP OF SHEET. 288.70' 9 15/28/04 FPS ISSUED TO *NOTE: FILING IS MADE WITH THE TOWN OF SOUTHOLD 4 OF TRUSIEEB D.O.B. FOR THE ALTERATION OF THE EXISTING 2-5TORY RO M /� ADJAGENT PROPERTY; LOT �4ff 75. �� FPs M eE7 RESIDENCE (1-FAMILY DWELLING; EXISTING 3-BEDROOM; T I TE PLAN OWNER: ERNEST SGHNIEDER FINAL ALTERED BUILDING WILL PROVIDE A TOTAL OF 7/28/04 FP8 F89VISFD a 3-BEDROOMS). 5GALE: "=20'-O" RF]9SJ® ro DEC 4 4 sroz/o4 ms F7EV49FD d - FOSS= TO TFMUSTES 0/02/04 FPS ISSUED TO DAUB. PROPOSC-D NEW PROPOSED NEIN DORMERS IRIDOE HEIGHT NEW RIDGE PROPOSED NEW A. DASHED LINES - DORMERS EXIST. RIDGE INDICATE PROFILEOF 34'-10"+/- C-XI5TIN6 5TRUGTURE / RIDGE CHANGE IN HEIGHT) SECONDARY — EXISTING STRUCTURE FOOTPRINT=3,300 SIF. Mo - - - DEMOLISHED SQUARE FOOTAGE =2_14 5F. 4 _ J T ADDITIONAL SQUARE FOOTAGE=274 S.F. - -- TCTAL PROPOSED 5TRUGTURE FOOTPRINT=3,300 S.F. L) Z ^' 4 Z LJ Q EXIST. FIRST '�� � 0 z _ FLOOR II'-q" +/- c (n EXIST. GRADE AT O LJ Q. FOUNDRY ATION Z QYQ Oji Q WALL 10'-0" +/- Q J S T - T T - - - - - - N - - - - +I EXIST. EDGE OF < O NEW FOOTING EXISTING FOOTINGS AND WETLANDS CRAWL SPACE 1 >( CZ Z m w 9'-6" 0 Q SITE SGT ON J EXISTING HIGH ECT F Y WATER 0'-0" 0 fid, a SCALE: I/8"= 1'-O" ±14-l'-5" (EXISTING) z �I wU W st P� J U1 LEGEND OF SYMBOLS (APPLIES TO THIS SHEET ONLY) PR JECT PRINTED SHEET SYMBOL DESCRIPTION NO : DATE: NO.: 0 EXISTING STRUCTURE TO REMAIN. A - 0 .1— O 1 DR WN ISSUED ^ • � ��•---,� EXISTING STRUCTURE TO BE REMOVED BY DATE: - 03/ PROPOSED PROPOSED ADDITION TO NEW STRUCTURE ✓� I V PII i I +I YI rY. 32 -2' EXIST. CONTRACTOR SHALL INSTALL FLOOD A� EXIS L OPENINGS BETWEEN GRADE k 1'-0" ABOVE _ II'��GCRI GRADE IN FOUNDATION WALL. OPENING SHALL A R C H IT E C T S 5GUARE - CONTRACTOR SHALL - -- - - --- -- -- - , BE 2 EXTERIOR FEET PER OPENING. (U OPENING _ _ 305 East 461h Street C ISPIIERS (TOYP) NCW FX2'XI2" FOOTING RETRO FIT FLOOD PER CXTERIOR FOUNDATION WALL New York,NY 10017-3056 N OPENINGS IN EXISTING __ ___ AND 12" DIA. GONG. -� ILLED 5ONETUBE FOUNDATION WALL AS N r 1 _ NOTED. 1 1 212-355.6555 d) I X AFTER REMOVAL OF POOL, PIPING AND ANY 212-355.6919fax NlW / ION OTHER DXI G ___ _ ____ _ � � - 1 SOIL, BRACING k SUPPORTING ADJACENT ' HOLE L BE COMPACTED TH AN 11 -�-- 1�1 (V . . �, / ', i ! , 11 PROCTOR FILLLFOR 5011LLBEARING VVIFA.N 6" LIFTS TAMPERED 70 L E5 OF S CLIENT: GR ----- 1 _— __----_-_ -_ —_— 1 11 SHALL 0 P51. ALL COMPACTING PTSD ENGINEDURE PERFORMED IN ACCOIRDANC.F TH AZIANO COR08 FEH'IR WAY . % . !. /; NEW GIRDER 1 PRACTICES. AYSHORE, NY 117061 1 EX15T1N6 1I . " / / ; '., !/,� ,, i � "� (3) 2"XIO" - GIRDER r0 " / % 31.242.2428 11 REMAIN 1 1 ' �� / ' " 1 r. ' f� 1 �""i ' C 2004 MICHAEL J, MACALUSO, RA _ _ __ _ _ _ _ In NEW 2'X2'XI2" FOOTING AND _ _ _ _ _ _ -� 1 12" DIA. GONG FILLED 11 EQUAL ',EQUAL / � � 'EgUAL � SONETUBE. HIS SHALL NOT I CONSIDERED AN / / / - UTHORIZED COPY ISSUED FROM THE RCHITECT UNLESS HIS ORIGINAL SEAL X ND ORIGINAL SIGNATURE ARE AFFIXED. 1 BE f2EMOVER, ,, / W NCW CRANIL . ; NY REPRODUCTIONS MAY NOT BE USED (L I 1 �. SPACE./ / . i / ,' : I NEW POURED CONCRETE FOUNDATION WALL. OR ANY REASON WITHOUT THE PRIOR, Z 22'-4° N . ' i / , - NEW 2" GAP I +I F _I 11 _ FOUNDATION WALL HORIZONTALLY AND RITTEN PERMISSION'-.FROM THE X11EX15T. CRAWL ! SLAB I I VERTICALLY REINFORCED WITH 5TEEL AS ARCHITECT. / SPACE 1 -I 5PEGIFIED BY ARCHITECT. REFER TO i / / / ; / i " W I I JJ � 1 I / � ,' - 1 I FOUNDATION DETAILS, THIS SHEET FOR ADDITIONAL INFORMATION. STEP A5 tl 1 11 1 / �i�;�,�����/ �/ % ' 1 REQUIRED. (00 NOT EXCIED 50" S -POE). THESE DOCUMENTS HAVE BEEN - - REPAIRED ELECTRONICALLY AND AS v_ 1 / - NEW SUCH ARE NOT PROTECTED AGAINST -H I- — - — - - — ' ALLC-D' "DIA." FOOTING UNAUTHORIZED CHANGES ALL PARTIES f(1 _ _ _ _ _ IIJI --I -� t- - ARESHEREBYRNOTIFIED TFIAT( ONLY m _ _ _ — _ — _ -_ _ _ _ _ _ — - _ J__________� _____ J AND 12" DIA. GONG. I ONETUBE � THOSE PAPE COPIES BEARING THE j - ORIGINAL SEAL AND SIGNATURE OF THE I ARCHITECT OF RECORD SHALL BE 11 1 A 2"x Cm" WALL STUD ® I6" O.G. ARCITECT CONSIDERED FOR AUTHORIZED IZED BY THE _ WITH IR-22 WALL INSULATION. 11 EXIST. FIRE I __ __ i _. - = ' --- - - � 1 UNAUTHORIZED USE SHALL BE PLACE TO REMAIN 1 1 USER RTAKEN AT THE RISK OF+THF 1 I 11 I r��-� 1 R-50 MINIMUM FULL BATT t 1 DOWEL NEW 1 � I INSULATION AT BAYS OF NEW ") - 1 I WALL TO OLD 1 AND EXISTING FLOOR JOISTS 1 WITH #4 BAR.2'-0 1 2" X 5" CONTINUOUS ERTI O.C.- I L 22'-q" _ 1 I� 1 'I PRESSURE TREATED WOOD VERTICALLY. 1 I GARAGE FLOOR ' I PLATE, ANCHORED TO .l 1 11 cL SHALL BE ii _ FOUNDATION WALL WITH 12" �s1 1 1---------, t- _ 10/10 I FILL OVER 6N1 TERMITE SHIELDAT O ( LOCx // THICK W/6x6x H LONG,O% DIAMETER, 4 L_______________ __ ___-__---- �___-___-__-_____--__--__- __-__-__-__J I CRUSHED CDD L-__-- J A T5. I '�- T-----� I - STONE. ___ - OF j -- -----;Tc'-?-�-i -moi�1 1) I FOUNDATION NAL 6- FULLY GOPMGT I 1 r ________ _____1 11 :, , .. T . � 6/22/04 ppa ppp(�iESB �"7�? ------------- I ------ - -- - _ ' ( � DATE BY 18SUE I � ;' I I I L. �) _ ,'� I - • _ J , B/02/04 FPS 19ffir8] TO .OD 8 L __ _ - / PIN EXISTING FOUNDATION I' I / ; I I TO NEW FOUNDATION WITH - - - _- 1 #4 REBAR, 15 ALL EXISTING LONG, AT VERIFY - I ANEW CRAWL L---------------- --- ------ -J 1 FOS O.G. VERTICALLY (TYP 1 O IC NEN FOUNDATION CONNECTIONS) SUBSURFACE �i I L- CONSTRUCTION IN SPAGC- - THIS AREA. I I / I 1 1 UNFACED 5iLL SEALER �a CONTRACTOR SHALL / ', ; % / r I I 2 C AND WOOD PLATE. I ______________ _ _ 1 BtETW VERIFY LOCATION OF 1 I - I I I 1 " Poi CONCRETE EXISTING GIRDER, IN 1 ;, 0 (2) RELATION TO EXISTING 1 L_ -----� - / r ------ - FOOD J NATION WP,_L. POURED , 2 ° LOAD BEARING INTERIOR I TO SAME HEIGHT AS _ -i ° 5IMI'P50N WALL AT FIRST FLOOR I n L ----- _ _ j- - x i EXISTING FOUNDATION. CONTRACTOR SHALL - __� I��� /�� FOUNDATION WALL _ a IMMEDIATELY REPORT HIS N ! . 1 m 2 EXTERIOR TO RELIEVE (2) -III FINDINGS TO THE N I �� I A-Lo GOATS OF APPROVED ARGHITEGT IN WRITING. MASTIC WATERPROOFING. a GAP 3 #4 STEEL REBAR - SLAB GONTINUOU5 THROUGHOUT III- - , ' FOUND,4TION WALL 6^ 1; VERTICALLY, TO BE _ _ °� CRUSHED SPACED AT 24" O.G, -III >� ( - Si HORIZONTALS TO BE SPACED AT 16" O G CONTRACTOR TO INSTALL - - 0'-�" 8'-O,� a�-O - n - DRPdNAGL- MAT 4 MIL CONCRETE FOUNDATION AND /' -- n ° FOOTINGS FOR NEW - �` III - �VAPORE " ADDITION. REFER TO THIS 2'_10" 2'-O' PERFORATED PIPE IN r,• 'T� a a a VAPOR SHEET FOR ADDITIONAL ! - - - ' ' GRU5HED STONE r� G III .III BARRIER. Z � INFORMATION. / - - NEW POURED CONCRETE FOUNDATION MEN 2'-0" X I'-O" POURED �'_ ' �° ° ° a III III- Z LLJ Z CONTRACTOR SHALL WALL FOUNDATION WALL NOSE GONCRETE FOOTING CI' _ -III-III i - REMOVE EXISTING GONGRETC- HORIZONTALLY AND VC-RTIGALLY CONTRACTOR SHALL _� 0 ' - GARAGE SLAB d ALL REINFORCED WITH STEEL AS LOWER TOP OF EXISTING REINFORCED WITH (2) #6 _ III-III-III-III -III III FOUNDATION. 5PEGIFIED BY ARGHITC-GT. REFER TO FOUNDATION WALL il'-O" STEEL REBAR, NEW � W r FOUNDATION DETAILS, THIS SHEET FgOTINDE DEPTH BE AT SAME III-III III-III III-III-III „ IY - Z FOR ADDITIONAL INFORMATION. DEPTH AS EXISTING _ _ _ (n ,r• Z F� FOORINGS - O __j a ❑ L,L 15'-5,. Q _ Z g 0xbxld/1dW.W.F FOUNDATION DETAIL Q L � ❑ U (2) #4 CONT. O i� 1� p G I� F I /� I� �J /� I1� A-Lo SCALE: "= '-O" '•ca rn cry � +11�, REFER TI ^�lr��l-s yI��I�/1'��N �I �I�e V�p�II=� -L , . ' , 'X—X X _TLOWER WALL -'I,-C„ BELOW NOTE : - � Q LL �. MFRS � FA�5 FEOUIRE� FOR III � - ° a FIN SLAB ELEV. /� �j �-, h� ���'�` �r�y . �� �,c GONT�AGTOi� SHALL �/i=R1=Y ALL �, o ''b � I— L`� DEGKSr EQU �., GARAGE DOOR I� == - J (, �c 0� U• Y a Y }, SGT. �� ti_/;� �. �3� 1 ? c� ,= �s� � 7 ��< : EX15TINS FIELL, MEASUREMENTS. Z � � � _ _ NEW FOUNDATION WALL HEIGHTS AND DEPTHS TO MATCH N -III -III ° _ III -III III- III-III- -Is� _— I_I- -III—III_ ❑ EXISTING. CONTRACTOR SHALL VERIFY CONSTRUCTION IN FIELD AND INFORM ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY IN III- ° -III III- �� IT �' -III -III_ WRITING COMPACT FILL —_ -I _ _ LEGEND OF SYMBOLS (APPLIES TO THIS SHEET ONLY) SSPN LL Ci UJ -III III a III- -_L-)�I�-4�1 � III- _ - FOUNDATION LOO FLAN � �- � I, '�- — _�-_L - - —III— -� —III SYMBOL mESCRIPTI��N PROJECT PR1NED SHEET �_ III--III IND.: DaTE: NO,: — % 7:: , fEXISTIN6 CONSTRUCTION TO BE REMOVED /� SCALE: I/4"=1'-O" / ! b -III=-III -I �� IEXI5TIN& '_,ONSTRUGTION TO REMAIN H -10 ? �OUI `t D/�T1 N SEGTIO1 �1 1I J - _ DAWN ISSUED IJ _ - p-c�W�rXi IS�h�Nb�# -III I B DATE: NEN GIRDERS) AT NEW CRAWL SPACE FP8 OV23/04 — — NEN FOUNDATION WALL (REFER TO DETAIL. ON THIS SHEET) f I )d II NOTE: s TH GONTRAGTOR SHALL FOLLOW LOAD PATH TO FULLY SUPPORT NORA-4.I OLD AND NEW STRUGTURE ON EXISTING FOUNDATIONS. ANY DISGREPENGIE5 SHALL BE REPORTED TO THE ARGHITEGT IN A R C H I T E C T S \ DASHED LINE INDATES MASTER WRITING IMMEDIATELY. 305 East 461h Slreel CONTRACTOR TO SUBMIT SHOP BALCONY AND OVERHANG New York,NY 100173050 DRAWINGS FOR FINAL COLUMN ABOVE. NOTE: A-1.2 FINISHES, GOORD, W/ OWNER. l5'-7" GONTRAGTOR SHALL COORDINATE ALL FINAL FINISHES WITH 212-355-6555 OWNER IN ALL BATHS, KITCHEN, LAUNDRY, MUD ROOM, AND ALL 212-355-6919 fax FINISH FLOORS, ETC. e-mallnimacaluso@Imn6spnng.com 7 CONTRACTOR TO PREPARE SUBFLOOR FOR FINIAL FINISH FLOOR SELECTED BY OWNER, (COORD W/ OWNER). NOTE: LIENT: ALL CLOSETS TO BE PROVIDED WITH (U SHELF, (I) HANG BAR, ONY G�AZIAnO NEW KITCHEN APPLIENGE5 MINIMUM, COORD, ADDITIONAL STORAGE REQUIREMENTS WITH TO BE SELECTED BY OWNER (TYR). ' b8 FEHR WAY awNER AND APPROVED AYSHORE, NY 1 1706 BY ARCHTECT (nP.). - d„ � 31 .242L2428 �3 3 521-21� EXISTING DECK TO REMIAN,KITPRO IDE CO GTOR SHALL 4 / 001 - 001 001 ° S'- " PROVIDE COMPLETE SHOP 10 10 8'-I I " 4'-IO° 3'-3' 3'-3' S -O° 4--2'l © 2004I,MICHAEL J. MACALU50, R.A. DRAWINGS FOR ALL CABINETRY 4'-2 FOR OWNC-RS APPROVAL BEFORE FABRICATING. _ _ ' THIS SHALL NOT BE CONSIDERED AN OI II II 6'_ :�"BAR '-1011 ° 5'- ° 5�2° 6 4010 OOI,'-q ,_ 'Og AND ORIZ COPY ISSUED FROM THE CONTRACTOR TO PROVIDE ALL 3 1 001 ARCHITECT DUNLESS HIS ORIGINAL SEAL SCREEDS, BLOCKING, HAILERS, f� I � AND ORIGINAL SIGNATURE ARE+ AFFIXED.ETC. THAT WILL BE NECESSARY TO ANY REPRODIUCTIONS MAY NOT BE USEDPROPERLY SUPPORT FULLY _ 8 FOR ANY RE, SON WITHOUT THE PRIOR, (GOORDINLOADTC-DW/ABINETRY OWNER ¢ �EQ . (E0J 001 ARC HITECEN 7.EN Ef�MISSION FROM THEvENDOR) _ dJ O S'-4" HARDWIRED Oh61 O 016 s 1 — j SMOKE/GARBON MONOXIDEDETECTO NITH TO ARE THESE GOAPPLIANOGCS BY OEHEP.S. J O 4'-OSI CH 2'- 0' N 0 -7° 0'- " BEDROOM OIO v GU TET FBLOOR)ACK PRYP GBAIAL (3)RHIS JUAUTHEDZ[ELNTS HAVE BEEN KITCHEN ROOM FOR NEW ARED E ECTRONICALLY AND AS CABINETS, COUNTERS AND H ARE OT PROTECTED AGAINST EE D CHANGES. ALL PARTIES CONTRACTOR SHALL GOORD. ALL ON 21 I 12'-H" '_D' ARE, hIEREBYI NOTIFIED THAT ONLY FINAL PLUMBING AND ELECTRICAL - - — -5.1GONSTRUGTION PRIOR TO CLOSING b NEW BATHROOM FIXTURES AS ORIGINAL SEML AND SIGNATURE OF THE ALL WALLS, FLOORS, AND KITCHEN SELECTED BY OWNER. ARCHITECT OF RECORD SHALL BE GEILIN65. GOORD W/ OWNER AI_I_ T, �F,F _ Oo2 �_ O �, CONSIDERED AUTHORIZED BY THE SOFFITS, VALANGES, AND �. 'y�J`� X Z z - _ " . 1 ARCHITECT FOR USE. ANY DECORATIVE GEILIN6 : +"F;y W Q Q _ �j ��_ u(1� 5-1rHA�� SHALL JNAUTHORIZ' D USE SHALL BE TREATMENTS. - LIVING ROOM _ 5 -10 3'-� ooq 4'- 2 -O' S'-I " y 5'- 5'-q" 001 UNDERTAKEN AT THEIn RISK OF THE USER. -1 ` 6 O O 2 O N LINE OF WALKWAY - - _ ABOVE. 002 O - ALIGN ALIGN — = B Z 005 N r N Q nil A 4.1 SSUE LOQ 002 >J- p- B TH Cr ill DATE BY 15.4UE W NY m –� A _IG RLI N – — ALIGN N /- - �I N _ AL,IG� 2'_I�,: '_Fl" I 3'_3' q' 6" 51_ a ,_ a _ „ N „ S6x(II[OxIC H.N.F.TONE AND 4 MI OVER R 6" ARRIDER. 7 9/15/04 FIP9 18ffilED FOR EXISTING AND NEW INTERIOR 111 _ _ 1- " THINK REINFORCED �E �� 41-1011 POR WALL CONSTRUCTION SHALL BE m _ _ __ �--I CONCRETE GARAGE SLAB W/ 2 51 � IS�� FOR LOAD BEARING TYPE, TO _ �L51- 511 / a 9/21/04 RFS PROGFIES9 SET SUPPORT AD BE FLOORRIN6 T Yo15T5 oo m ooq 5 5 oe q 5 4 7 OONTR ABOVE. VERIFY GTOR SHALL MUD ROOM, 4 0/02/04 RPS IBSIlED TO D.O ) VERIFY 61 SUPPORT OF ( l GRAWLSPAGE GIRDER BELOW 001 1 AND RE=PORT TO ARGHITEGT IF W Q �� r 1- _ 001 %- INSUFFICIENT To SUPPORT NEW 14.' - DINING ROOM ❑ `fl TOTAL LOADS. - N Q I / STRIP BAGK4'-O" ALL SHEATHING TO ROUGH STUD 4 1 f(1 q'-q" LAUN RY _ I STITCH IN NEW SHC-A'-RING TO -� T TIE BOTH WALL5. (TTIPICAL AT DASHED I-INES AT INTERIOR OF LINE OF GEILIN6 ( q'-5" --- 22'-2" ALL CONNECTIONS). ' RESIDENCE INDICATE SOFFITED �• SOFFIT DROP 12" GEILIN6 ABOVE (TYE,.). 001 — ! EN IT) �� Q In m I GARAGE N - EXI5TIN6 FIREPLACE TO REMAIN. 3'--1" 4' 2° 3'- 0° 4'-2" 4'-0' CONTRACTOR SHALL VERIFY 8., = z DIMENSIONS INCLUDING HEARTH IN Q N -- FIELD, AND NOTIFY ARGHITEGT001 001 001 OF ANY DISGEPENGIES OI N- OOq d `fl II ' IMMEDIATELY IN WRITIN6. 1 J J "NOTE. GONTRAGTOR SHALL PROVIDE SHOP CONTRACTOR SHALL LEGNTHEN N - CHIMNEY AS REQUIRED W/ - FOYER DRAWINGS OF PROPOSED LIGHTING AND CONTINUOUS FLUE GODC- ELECTRICAL LAYOUTS TORCHITECT OR 14'_1" �— 001 REVIEW ANDAPPROVAL. ELEGTRIGAL GGMPLIENT A50VE ROOF AS INDICATED. -_ — - - Q _ INSTALLATION SHALL CONFORM TO THE s LJ Y _ BUILDING CODE OF NEW Y02K STATE. Z 1l` J 2 - � COORDINATE LAYOUTS WITH OWNER. REFER TO 0 ELECTRICAL NOTES, SHEET GN-1.1. LJ K `- 3 MEDIA CONTRACTOR SHALL O IT) 9t, ROOM 003 019 019 N SUBMIT SHOP DRAWINGS LJ OF STAIRCASE FOP. r'4d �� 12'--7 ICJ'- 0" 6'-011 - CC (n :. ARGHITEGT REVIEW AND .�d'E APPROVAL (14) TREADS (N T ¢ 0 W AND (IS) RISERS, TREADS 1 m NOTE: Q Q 0 El6 TO BE 3'- " x 10", RISERS N _ _ ALIGNMENT NOTES 5UPERGODE -] TO BE 7'± -6° 3'_10" DIMENSIONS-I' " 3'_11" ARISE. CONI ARGOH TEGT FOR Q L 0 O DIRECTION. 0' — 0 ❑ 0 rn (n 5'-5" ooI 31'-5" J EC * U G A g D LCIS A-5.2 A-5 A-5.1 E- N A-5� C N Z LEGEND OF SYMBOLS (APPLIES TO THIS SHEET ONLY) IN P L, [] SYMBOL DESCRIPTION P OJECT PRINTED SHEET N ,: DATE:�7 �� 0 EXISTING EXTERIOR GONSTRUGTION 3 REFER TO DRAWING A-3.0 8-001NO.: FIRST I L LOCR GONSTRUC�T I OI V F::'LA N A 42 NEW EXTERIOR CONSTRUCTION I REFER TO DRAWING A-3.0 SCALE: I/4"= I '-O" A - 1 .1 D AWN ISSUED 0 EXISTING INTERIOR GONSTRUC'.TION B ': DAVE: - - RPS 01/2a/04 NEW INTERIOR CONSTRUGTIDN 2 REFER TO DRAWING A-3.0 I r ✓� I III � I l�lN.lNMeo- ARC3D5 East 46th Strect HITECTS New York,NY 10017-3059 \\ GU5TOM CLOSETS WITH 1 SHELVING. COORDINATE WITH OWNER. 212-355-6555 212355-6a19fax NEW MASTER BEDROOMS . e-mall:mlmacaluso@mindsptlng.mm BALCONY, WITH RAILING BALCONY FLOOR FINISH A5 SELECTED BY OWNER AND APPROVED BY / CATWALK RAILING AS ARGHITEGT. 2 '-g1: 2O'- " SELECTED BY OWNER CLIENT: / - -- - ARGHORT, CO ORMING TONY G AZIANO CONTRACTOR TO SUBMIT / TO ALL GOVERNING SHOP DRAWO S FOR CODES, 208 FEHR WAY COMPLETE WATERTIGHT RAILING, ROOF SYSTEM THAT I5 -_ _- (A) 3/B" x b" V TRIM AND BAYSHOkE, NY 11706 WALKABLE AND FULLY -_ _ _ _ - LAG BOLTS H DECKING FENDER WASHER AT AS 631 .242.2428 FLASHED TO 5TRUGTUPE. _ - EACH STUD SELECTED BY OWNER GONTRAGTOR TO PROVIDE ADEQUATE - DRAINAGE WHERE THERE O _ - -- -- - - - - - - - - - -- -- -- - _—�T�" - © 20041 MICHAEL J. MACALU50, R.A. WILL BE NO _ _ ACCUMULATION OF - -- - 2x6 RIM JOIST O _ THIS SHALL'I NOT BE CONSIDERED AN 7 WATEP. J - ANTHO AUTHORIZED COPY r - -- - - -- - 2x8 JOIST POWE ISSUED FROM THE —�=- ' -_ _ _ 3_5' 3' 5' O' __ BEAM Y ARCHITECT UNLESS HIS ORIGINAL SEAL : 11, -_- -_ - _ - _ __ — - / 003 - - FOR ANY RAL SIGNATURE ARE AFFIXED. WATERPROOF ROOFING 3000E AND ORIGIN - -- MEMBRANE ATOP 314" 5.5"x 14" ANY REPRODUCTIONS MAY NOT BE USED rASON WITHOUT THE PRIOR, P.T. PLYWOOD WRITTEN PE� MISSICN,FROM THE ��. ARCHITECT. c0 011 Oil OI l SJ 2 - - - - m m 0'-2" 0'-2° 012 ___ _ _ _ THESE DOCUMENTS HAVE BEEN 11�ACARBON 001 (EQ.J (EQ.) - -- --- - - RVgIPDC- DETECTOR WITH 5' EDCHANCES. L TIES 161-8" n5'-111 - PREPARED ELECTRONICALLY AND AS UNA HRWIP.ED SMOKE/ BATTERY BACK UP. SUCH ARE NOT PROTECTED AGAINST (TYPICAL 2 THIS FLOOR) _ -- - _ 51MP50N SIMPARE HERE HEREBY NOTIFIED THAT ONLY HB TOP LPC(q N THOSE PAPER COPIES BEARING THE F - - -- -- -- -- - - _ _ FLANGE FROM ORIGINAL SEAL AND SIGNATURE OF THE 3 - ll1 = m 0 OPEN, TO - - - -'� HANGER FRONT & ARCHITECT OF RECORD SHALL BE 1 MASTER X / _ ___ - - - - _ BACK CONSIDERED AUTHORIZED BY THE � BEDROOM w BELOW - - _ _ ____ ARCHITECT FOR USE. ANY CONTRACTOR SHALL 6 - --- -- - UNAUTHORI ED USE SHALL BE INSTALL PARTIAL HEIGHT 1 - - N _� -- r -----_ _ bxb-P.T. UNDERTAKE AT THE RISK OF THE WALL5 AT TOILET r- _ - POST USER. INGLOSUPE. TOP OF WALL -�'-O° 3'-8° - PROVIDE -T"x4" P05T UP / _ --- -TO ALI6HN WITH CORNER TO BRACE RIDGE BEAM OF EXTERIOR WALL AND ABOVE (3) LOCATIONS --- a _ __ _ �I�LGONY DETAIL ; I PITCHED CEILING \\ - - ' INTERSECTION. 001 �e� / 012 SG ALE: NT5 mo a 002 - - — -- -- ---_ ISSUE LOQ N0. DATE BY mi n1 OIS -9,� O„ In z - - _ - �- M — -- — - ,I sne/a AFs a�.�Nr Few - WASHER AND DRYER UNIT 2 6H0/04 HIS 68LED FOR AS SELEGTED BY OWNER. CLENT REVIEW / T Q0 - - AUND Y -_ - _ _ _ --- - VENT AS REQUIRED. IT) -O 51--71L � PROVIDE FULL FLOOR AMLE 8 6/22/04 RPS PROOFESS SET O - LOFT OPEN �,�t��� PAN IN DEEP SEAMLESS 'I /02104 RIPS 1881ED TO D.OB. MASTER BATHROOM 1_ _ - - - - _ BELOW FINISH FLOOR. 4 S FIXTURES AS SELECTED BY OWNC-R AND CS \ m - - APPROVED BY 014 I IASTC-R BATH O BELOW ARCHITECT (TYP.). In q'-O° - 001 - - IN 0— xQrN — 00 GU5TOM MASTER SHOW - �lD ER. COORDINATE WITH OWNER T—,- 6'-O" FREESTANDING TUB. 001 004 001 GOOPOINATE WITH / — OWNER OFFIGE "NOTE: CONTRACTOR SHALL PROVIDE SHOP m DRAWING5 OF PROPOSED LIGHTING AND W Z h 5 ODS - -- - _ ELEGTRIGAL LAYOUTS TO ARCHITECT FOR R O � 2 CONTRACTOR SHALL i �--- `_" "-- - �_��- REVIEW AND APPROVAL. ELECTRICAL1 VERIFIY FLOOR ""' _ -- - - - _-- _ _ _ , _ INSTALLATION SHALL CONFORM TO THE Z TRAN51TION HEIGHTS IN 4'- ° FIELD AND SUBMIT STAIR / � - COORDINATE CODE OF NEW YORK STATE SHOP DPAVJING5 TO - -1� % - - COORDINATE LAYOUTS WITH OWNER. REFER TO W ,Z ARGHITC-GT FOR Te �� ELEGTRIGAL NOTES, SHEET GN-LI. LJ APPROVAL. (14) TREADS AND (I5) RISERS, TREADS N ��� �r Y IO ,❑ ❑ Z TO BE (N - _ NiRACTOR SHALL PROVIDE NEW Q : = OTE: ❑ SHEETROGK SURFACES AT ALL NEW AND � EX ISTING WALL5 AS INDICATED <MIN S GOATS w - QL(7 - - TAPE AND 5PAGKLIr'E. o r 0 LL C] 15-5" - - - a 0 M N B D ECT * b ` Z �' \ A-5.1 A-5.1 A-5 VD O O N J � � UZ LEGEND OF S YMBOLS (APPLIES TO THIS SHEET ONLY) :),w S�P< Uf [] SYMBOL DESCRIPTION PROJECT PRINTED SHEET I EXISTING EXTERIOR GON5TF'UGTION 3 REFER TO DRAWING A-3.0 NO.: DATE: NO.: C/ T� L S I I PLAN -�I A-a2 080SS-00 S �ONV FLOOR OON�TI�VOT ION L N NEW EXTERIOR CONSTRUCTION REFER TO DRAWING A-3.0 � � 1 . 2 A frt i DRAWN PbSAT UED • G SGALC- I/4"= 1'-O" D EXISTING- INTERIOR GONSTRUCTION Bv: E:23/04 NEW INTERIOR CONSTRUGTION 2 REFER TO DRAWING A-3.0 I 3 I e NORYH ARCHITECTS � 305 East 461h Same[ NEW MASTER BALCONYNew York,NV 10017056 OVER DC-GK. 212-355-6555 EXISTING DECK TO REMAIN 2tt-355-6919fan NEW CANOPY ROOF AT e-maiI:mlmacalusor(amladspdng.mm REFER TO NOTE NEW LIVING ROOM. BALCONY NOTES, �� MAINTAIN PITCH FROM - SHEET A-1 2. EXISTING POOLHOUSE if- \ ROOF:. CLfE�NT: TONY d RAZIANO 208 FEHR WAY BAYSH RE, NY 11706 I - ----- - �� ---- -- - 631 .242.2428 --- -N - _ _ © 2004 MICHAEL J. MAOALUSO, R,A. THIS NOT BC - _-- -- --" - - - AN AUTHORIZEL COPY ISSUERED ED ID FROM THE\ -- --__- - -- - ---- _ ---- __- - - — _ ARCHITECT UNLESS HIS ORIGINAL SEAL R _ ANDORIGI AL SIGNATURE ARE AFFIXED. _ - ANY REPRODUCTIONS MAY NOT BE USED I : 2 FOR ANY REASON WITHOUT THE PRIOR, - E S P WRITTEN PERMISSION FROM THE X 6' R 1 -� 0. - - �- EXISTING RIDGE, ROOF FRAMING AND - ---- ARCHITECT. _ FIR uI _ I n RSI C W -"-- Q - - - -- k,- 6LA5 FIP OG m Q - -i- SHALLRREMOVOE EXI TING ROOFING OR THESE DO 2' X 8 RAFTERS AFTF ATE DOUGLAS OU ,v - GR 0 UMENTS HAVE BEEN W _ V X_ _> V V - MATERIALS TO SUBSTRATE. PREPARED ELECTRONICALLY AND AS EXISTING BRICK MASONRY CHIMNEY - IL W - - - _- - ~ _ CONTRACTOR SHALL INSPC-GT SUCH ARE NOT PROTECTED AGAINST TO BE EXTENDED TO z'-O" ABOVC- 0. - ._- W + 1 `� -- 1 K a -- "-__ -- - - .i - X -- SUBSTRATE AND REPORT EXISTING UNAUTHORIZED CHANGES. ALL PARTIES RIDGE HEIGHT N 10x2± IU # l0 I2 10:12± 10:12± w -- - CONDITIONS TO ARCHITECT NWRITING ARE HEREBY NOTIFIED THAT ONLY d /SLOPE Q SLOPE - „-__ - SLOPE O S SLOPE PRIOR TO THE INSTALLATION OF NEW THOSE PAPER COPIES BEARING THE N q _ _ ROOFING. 1 ORIGINAL SEAL AND SIGNATURE OF THE the _ - _ ___ X _ ...- -=X O- = _ ARCHITECTF�! OF RECORD SHALL BE O -N�- - y Q Qv - ARCHCONSITECTED OR E. ANY ED BY THE �to - -- UNDERTOKI NE ATUTHE SRISK OF THE SE HALL BE - - O _ d - 5C - BLJS�ILLZIDG x - LIZ�ARTD� ALI6N W/ 7. _- - - - - EXIST HEIGHTS _ - _- _u RIDGE I 16" 2.OE 6-P LAM LVL_ —_-. - A-4.2 ISSUE LOQ - -.- MO. DALE BY IBffiJE - __ _ -- -� --- -- - -- -- 7 8/78/04 FPS 198UED FOR 7- - _ —Q q . . 2 8/22/04 FPS FR00RES8 SET .. - IV - - o -o y - - _ 8/2 / N ___ N -- - N _ �?_ v CONTRACTOR SHALL PROVIDE N � # v� � S: CLEMF REVEW TRIPLED-UP RAFTERS AT ALL _ fit, - � _- Q - _ 4 S/ 04 WS ISBN TO 0.O$ VALLEY CONTACT POINTS TYP. ALL LOCATIONS WHERE REOUIRC-D)V -- - TMP - - - zIX I' RAF EIRS DOUrGRADE @ lb" O -N Qi ro -_ -_. - - GIRDER BELOW SLOPC- I 5LOPE�qI I'-6" ROOF OVERHANG TYPICAL s L SL P L IRE (EXGUDING ROOF GUTTERS) AROUND THE PERIMETER OF O III -N O BUILDING UNLESS OTHERWI5E 2" X 8" RAFTERS DOUGLAS FIR #I —� -ryT - NOTED. -II GRADE ® I6" O.G. fY - - - I Q p WRAP AROUND CANOPY ROOF ATq k ISI q I ± q.12± 1 - _0. < FRONT ENTRY AND MEDIA ROOM - III SLOPE SLOPE WZ � Z _ - - z (3 Ed Ll + w� NOTE: TRIPLE ')P RAFET5 0 Y N AT VALLEYo Z 0 R NTERSECTIONS (TYP.) J g EE wN F- N q1 L E 5Z d Q1 (n O REFER TO DETAIL 4 AND V G A A--5.1 D 6 ON SHEET A-3.0 FOR E T * 4 A-5.2 A-5.1 A-52 : 5 ROOF AND SOFFIT P bOY LL Z A-s.o DETAILS L ��rw StPN`` N M a ENTRANGE CANOPY AT FRONT ENTRY. LEGEND OF ROOF SYMBOLS ��^ ROJECT PRINTED SHEET SYMBOL DESCRIPTION 177- O.: DATE: NO.: I /� 1,00E DONS RUDPLAN -�LATION N DIREGTION OF SLOPE YAWN ISq�SUED - 1 . 3 SCALE: 1/4"= J '-O" v VALLEY YRpg 0b28/04 R RIID6E DOOR SCHEDULE CONTRACTOR SHALL ENSURE THAT DOOR ASSEMBLIES CONFORM TO WINDOW SCHEDULE CONTRACTOR SHALL ENSURE THAT WINDOW ASSEMBLIES CONFORM TO NOTE 5TORMPLU5 WINDOWS AND DOORS CERTIFIED BY THE WDMA ACCORDING TO MANUFACTURER'S 5PEGIFIGATION STANDARDS TO ENSURE COMPLIANCE WITH ALL MANUFACTURER'S 5PEGIFICATION STANDARDS TO ENSURE COMPLIANCE WITH ALL ASTM TESTING STANDARDS FOR GYGLIG PRE55URE (E188b-97) AND WINDBORNE MANUFACTURER'S WARRANTIES AND GUARANTEES. MANUFACTURER'S WARRANTIES AND GUARANTEES. DEBRIS (EI996-qq) �r wb e— E, 1�... rMARK M,ANUF. UNIT • TYPE R.O. WxH M.O. WxH GLAZING REMARKS ARCH T E C T S MANUF. m= W VIN GLAD ULTIMATE 305 Esst46th Street p GGM285b 2'-5" X 4'-ls/e° STORM PLUS LOW-E II 30L6 FELT UNDER- New York,NY 10017050 OR ` W WINIDOWS OPERATORARGON LAYMENT, (2) LAYERSAARCH. j W fp < MARVIN GRT7217GM GLAD ULTIMATE DIRECT b' I" X I'-S�s,(6" STORM PLUS LOW-E IIMARK EQUAL MODELS R.O. W.xH. DOOR TYPE <ILAZINO WINDOWS GLAZE ROUND TOP TH ROOFS WITH LE55 m ;m 6 REMARKS ARGON ASPHAULT SHINGLE a 212-355.6555 THAN �(a SLOPEMARVIN GLAD ULTIMATE ROOFING 40 YR, IIO MPH,HAR OR GLAD ULTIMATE ORSWING LOWO II STORM PLUS EXTERIO MARVINIS GGM3236 GLAD ULTIMATE 2-9 X 2 Isai STORM PLUo LOW-E II 212-355{gigfax MARVIN s _ s GOLOAR AS SELECTED e-ma11:m 001 DOORS GUOFD6070 6'-O/e° X l'-?)'2' FRENCH DOORS ARGON • l' DOUBLE DOORS ARGON BY ONER. INSTALL PER I Jmacaluso(r4mindsptlng.com MARVIN GLAD ULTIMATE LOW-E II 002 WOOD 2'-6" X 7'-O' INTERIOR 2'T. DOOR 004 GGM3272 5/4" 2'-q' X 5'-II /g' STORM PLUS ARGON MANE. SPEC FIGATION5, NEW WOOD RAFTERS 003 =_= 3'-0" X T-O" • • GAPAIDOORGE ENTRY 005 MNARVIN GGMB224 GLA5TATIONAP-r 5/4"D ULTIMATE IREGT 2.-q,. X I'-lis/e' STORM PLUS ARSONII / AS PEP SHEET EET AAL A--1 3 DE LONY G` ENTRY DOOR 006 GGM5617GM 4'-q" X I'-5 1f6" STORM PLUS RAZIANO 004 =_= b'-O" X 7'-O' • • WINIDOWS GLAZE ROUND TOP ' ' ARGON 3/4" THICK EXTERIOR R-30 ATTIC OS FEI'Y I� WAY MARVIN GLAD ULTIMATE CIRC GLAZE- LOW-E II GRADE PLYWOOD 005 WOOD 2'-4" X T-O" • INTERIOR 2'-4" DOOR 007 WINIDOWS GFELP4060 FULL CIRCLE 3'-5" X 5'-I" STORM PLUS ARGON SUBSTRATE INSTILLATION AYSHORE, NY 1 1706 HARBOR MARVIN GLAD ULTIMATE 006 MARVIN GSFD6068 6'-Os/e' X b'-10" GLAD SLIDING LOW-E II • • STORM PLUS EXTERIOR 008 WINIDOWS GGM2456 OPERATOR 2'-1" X 4'--fs/e" STORM PLUS LOW-E II 31 .242.2428 1 .24•Z.•Z4rZp ARGON GONTRAGTOR SHALL J (J DOORS FRENCH DOORS ARGON SINGLE DOOR MARVIN GLAD ULTIMATE DIREGT LOW-E II ALUMINUM INSTALL "GRACE ICE OOq WINIDOW5 GRT2412GM GLAZE ROUND TOP 2'-I" X I'-OY�" STORM PLUS ARGON DRIP EDGE AND WATER SHIELD AT 007 X 7'-O" • • EXTERIOR 1'-6" DOOR MARVIN GLAD ULTIMATE ROOF VALLEYS, EVES, WOOD I'-6" X T-O" • INTERIOR I'-6" DOOR OIO WINIDOWS GGM3232 STATIONARY 3/a" 2"q X 2'"7s/e' STORM PLUS LOWO ON TOP OF PLYWOOD FSHALL 04 008 HARBOR ARGON / SUBSTRATE. 1iMICHAEL J, MACALUSO, R.A. 1 THIS MARVIN GLAD AWNING 2' 9" X 3' 3/e" STORM PLUS 009 WOOD 3'-O" X 7'-O" • INTERIOR 3'-O" DOOR O1' WINIDOWS GAWN3240 OPERATOR s ARBORARGONII ED COP BESSUEDIDFROM THE MARVIN GLAD ULTIMATELOA-E 11GU5TOM "51MSON 5TRONGTIE U',NLESS HIS ORIGINAL SEAL BOFOLDING CLOSET OI ) CUSTOM STATIONARY 3/4" b'-0"x 2'-5" STORM PLUS ARGON 'H7 HURRICANE TIE' INAL SIGNATURE ARE AFFIXED. OIO HARBOR 3'-O" X T-O' • / WINIDOWSWOODDOORSGLAD ULTIMATE OUTSWING MARVIN GLAD ULTIMATE s ' ' s r ' O UCTIOlVS MAY NOT BE USED MARVIN s LOW-C- II STORM PLUS EXTERIOR 013 CUSTOM STATIONARY 3/4" 3'-I"x I'-q" CUSTOM LOW-E IIOII DOORSGUOFD6080 6'-I/e" X 8' " FRENCH DOORS ARGON 8' DOUBLE- DOORS - WINIDOWS STORM PLUS ARGON RESON WITHOUT THE, PRIOR, ERMISSION FROM THE'012 'HOOD SLIDING CLOSET GUTTER AS "' . 2'-6" X 7'_O" 1i HARBOR DOORS SELEGTED BY , 6 WOOD 3'-0" X 7'-0" • ENTRY TO LAUNDRY OWNER 5/8"HAL TYPE X GYPSUM B 013 HAROR ROOM WALL BOARD 2" X 8" FASCIA THE;,E DOC MENTS HAVE BEEN 014 WOOD X 7'-O" • DOUBLE DOOR IN SUCH ARE BOARD PREPARED LECTRONICALLY AND AS NOT PROTECTED;AGAINST OI5 HARBOR BATHROOM WOOD 3-0 X 7-O SLIDING VENTED SOFFIT DOOR TO T. k 5. MINIMUM (3) UNAUTHORIZED CHANGES. ALL PARTIES HARBOR MASTER BATH GOATS AND FIN15H ARE HEREB NOTIFIED THAT ONLY onWOODMASTER BEDROOM AS SPECT BY THOSE PAPER COPIES BEARING THE ,6016 X T-O" • ARGHITEGT. ORIGINAL SEAL AND SIGNATURE OF THE PREMIUM GRADE- ARCHITECT OF RECORD SHALL BE HARBOR CLOSET DOOR (t GLAD ULTIMATE ARCHITECT OR USE. ANY MARVIN LOW-E II STORM PLU5 EXTERIOR SHAKES BETWEEN STUDS. ' 7 CONSIDERED AUTHORIZED BY THE BATT INSULATION ' 017 DOORS 3'-2.(6" X 8'-O" INOPERABLE FRENCH ARGON • SINGLE DOOR �` UNAUTHORIZED USE SHALL BE DOORS 3/4" PLYWOOD UNDERTAKEN AT THE RISK OF THE MARVIN CLAD ULTIMATE LOW-E II STORM PLUS EXTERIO 5HEATHING USER. 018 DOORS 3'-2�.(s" X 7'-21y' INOPERABLE FRENCH ARGON • SINGLE DOOR � , DOORS Olq GARAGE PER OWNER SC-LEGTIO (U LAYER OF 30 FELT L \ 2" x 6" WOOD STUDS UNDC-RLAYMENT \ AT 16" O.G. GONTRAGTOR SHALL FURNISH \ AND INSTALL "CERTI-LAST" G.G.A. TREATED SAWN, PREMIUM GRADE SHAKES AS PER 3/4" EXTERIOR GRADC- MANUFAGTURER'5 PLYWOOD SHEATHING C DETAIL f SPEGIRE CEPA IN COMPLIANCE O� D OF SOF I T DETA I L $$� LQQ N LAYER OF S/8" TYPE 'X' DATE BY ISSN WITH THE CEDAR SHAKE AND - 5HINGLE BUREAU (G 5.5 B) OR GYPSUM WALL BOARD EACH APPROVED EQUAL. (TYPICAL) SIDE. CONTRACTOR SHALL T. $ 7 0/22/04 RPS PROGRESS SET 5 MINIMUM (3) GOATS AND FINISH AS DIREGTED BY 2 9/02/W RPS ISSUED TO MOB, ` CONTRACTOR SHALL INSTALL (U ARGHITEGT.'" X 6" WOOD STUDS AT 16" O.G. CONTRACTOR TO INSTALL FULL LAYER OF TYPE 30 FELT BATT INSULATION BETWEEN UNDERLAYMENT OVER PLYWOOD STOPS, ENTIRE HEIGHT OF 5HEATHING • CONTRACTOR TO INSTALL FULL '- IEXTC-RI � I BATT INSULATION BETWC-EN PARTITION. (TYPICAL) STUDS, FULL HEIGHT OF WALL. �2" X 4" WOOD STUDS AT I6" , y O.G. ro � X , GOATS AND FINISH (I) LAYER OF 5/8" TYPE 'X' V ( XXk' AS SPECT BY GYPSUM WALL BOARD ON rO ( ARGHITEGT. m INTERIOR INTERIOR SIDE. CONTRACTOR SHALL T. ¢ 5. MINIMUM (3) m SELEGTED BIY OWNER FLA X \ / ��I NO AS 16" O.0 GOATS AND FINISH AS LAy V t DIREGTED BY ARCHITECT. 16" O.C. FLOOR JOISTS AS PER NOTE-5. STRUCTURAL DRAWING I) CONTRACTOR SHALL INSTALL 5HAKE5 IN THE SINGLE GOUR5ING METHOD NOTE ALL "WET AREAS" INCLUDING BATHROOMS, 3/4" EXTERIOR GRADE 2) ALL FA5TENER5 SHALL BE 5TAINLE55 STEEL TYPE 304. (2) FASTENERS PER SHAKE. (TYPICAL) KITCHEN, LAUNDRY ROOM, CONTRACTOR TO INSTALL PLYWOOD SHEATHING 3) GONTRAGTOR TO FOLLOW INSTALLATION METHODS AS APPROVED BY THE G.S.S.B. I/2" M015TURE RESISTANT GYPSUM BOARD IN LIEU OF 1 7 4) EXPOSURE FOR SINGLE COURSE SHALL BE 8" WITH CONGEALED NAILING. STANDARD TYPE 'X' GYP5UM BOARD. 5) CONTRACTOR SHALL PROVIDE TERMITE SHIELD IN CONFORMANGE WITH 5EGTION F524 OF THE Lar— WITH N.Y.5. 5UPPLEMENT5. EXTERIOR CEDAR SHA<E NALL_ ANON -BEARING INTERIOR G''P . BD . PARTITION �SGAI_6 I-I/2"=1 '-O" � SCALE: I-I/2 W z zLLJ ea' W CONTINUOUS RIDGE "SIMPSON STONGTIE 'G516 \ 0 t n GONTRAGTOR TO INSTALL CONTRACTOR SHALL REMOVE COTFAGTOR SHALL REMOVE VENT (GORAVENT) x 28" RIDGE STRAP"' ' PROPER NC-W FRAMING V1 IyJ 1' W EXISTING SIDING TI SUBSTRATE 5HEATHING REED. TO INSTALL 5/8" TYPE X GYPSUM W Z 1- (JAMBS, HEADERS, SILLS, RID6C- BEAM, REFER TO 0 W IN PREPARATION FOR NEW PROPER FRAMING 0 NEW WALL BOARD z Q CEDAR SIDING, JACKS) AT NEW OPENING LOGATION OF NEW EXT. DOOR 4SPHAULT SHINGLE �-,-=\` SHEET A-1.3 FOR MEMBER PREMIUM GRADE SHAKES o (n IN FACADE, AND IN IN EXIST WALL POOFING 40 YR, 110 SIZES AS SELEGTED BY OWNER ¢ O W C, 7 W `a _ _ — — — — — — — --- --- - — — — SIZES. -1.3 FOR MEMBER 3/4" PLYWOOD B TWEEN STUDBATT OSN g ¢ W MPH, GOI OAR R. ROOF RAFTER, REFER TO Q SELEGTECJ BY ONER. SHEET A 1 _ �� — ------ NSSPEGIIFIGATIONS. SHEATHING w Q L 30LB FELT UNDER- I N o' er p _ 2"x 8" COLLAR TIE AT 12" a U' a, U) �' W W x LAYMENT, (2) �, OR I6" O.G (AS (1) LAYER OF 30 FELT \ ' U LAYERS AT ROOFS DETERMINED BY RAFTER UNDERLAYMENT.51W 0 \j -+� — WITH LE5 THAN % SPACING). 5 O L PET c W k 7/NnNINGMACH. 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(TYPIGAU REFER TO CONSTRUCTION PLANS FOR 1 ADDITIONAL INFORMATION. v A R C H I T E C T S 305 Easl 451h SUeeI New York,NY 10017-3058 DASHED LINES INDICATE PROFILE OFNEW RIDGE2q' O"+/— _ - _ — 212-355-6555 EXISTING STRUCTURE � 212-3556919 fart ASPHAULT SHINGLE e-m aII:mjmacaIuso@mJndspnng.com 0FIN6, 40 IO5TRLL PER MANF. I10 MPH, N 2-`MALIGN WITH= — -12_�+pLI6N VOLT - G _ LW SPECIFI ATIONS (TYPICAL). CLIENT: _J�_ -W�-1 _ - - -- _ _L _i_W 1L J EXISTING RIDGE Z5'-3 -- 1IQLL�L- I_I L1J_I.1_LLII RIDGE �L)�iL1 RIDGE - — — — — — — � TONY '� RAZIANO JIIIIII L' IJII II_I - 111JllJLIIJJIIIIII ILJJ J JJ 11LI DLII W- _ _ �W CLJ ILLLLLII ILLLIL — 208 FII R WAY — – LJ 11J J , 1J_ LWIJLl1_IJ u11 u�J 22nd FLOOR CEILING: VARIES BAYSHORE, NY 11706 I b' 3"+/ To 23 - W IMiLLJII - J oIs ° s - - - - -q +/- 631 .2412.2 JWIIJJII - - A I-L II _ - 428 CONTRACTOR TO FURNISH AND J_L_LJ_ INSTALL NEW CUSTOM TERRACE _ L 1_111- -LW I I ! II I RAILING AS SELECTED BY © 2004 MICHAEL J. MACALUSO, R.A. 2 2 - WJJJW J -u_ ----1 J O - • O J _ LLLJJWW-W J-L LJ LJJ- QI-7 �II 17 LLQ LJ ARCHITECT. MIN 36 AFF. OPENINGS - THROUGH RAILING SYSTEM SHALL - - - _ O-�-- - - -�—_ - _ - _ _O±_ - �JJ II = -I, - II II I II � THIS SHALL NOT BE CONSIDERED AN _ - J-ILLI�I_I. - L- L - LILLI ILI IJI JI IJ IJI LI IJ I�ILWJ�LLJ) I' IJI _ NOT ALLOW PASSAGE OF A 4" DIA. SPHERE AS PER SECTION R316 OF AUTHORIZED COPY ISSUED FROM THE - II ii�II IIII II II _I- _ II II IIII IIII II ARCHITECT UNLESS HIS ORIGINAL SEAL [ER L - - J _ L-L-L� � L - L G. AND ORIGINAL SIGNATURE ARE AFFIXED. iII II LLJL-LLL _ LJJJ LJ_LLLL _ WITH N.Y.S. SUPPLEMENTS. ANY REP NAL SIIGNS MAY NOT IBE USE II , _ 2 IFOR ANY REPRODUCTIONS WITHOUTJHE PRIOR, D kI q-1 WRITTEN PERMISSION FROM THE ARCHITECT. - -- _ 2nd FLOOR - _- • LI II II JIJI L JLu IST FLOOR CEILING ql-9"+/- -11 11 1 11 11 - THESE DCCUMENTS HAVE BEEN JAL ( IRIM PREPARED ELECTRONICALLY AND AS SUCH ARE NOT PROTECTED AGAINSTW_ UNAUTHORIZED CHANGES. ALL PART I ES I _JL LWI IIII WWJ J (TYPICAL) ARE HEREBY NOTIFIED THAT ONLY J--I -IIWLI LJJ L-LLJ-JIJIIJJI q'I _J_W L JILL. -_ JJ-_J_yJ_LJ_i LJ _J _L J� J-_ THOSE PAPER COPIES BEARING THE LJL n I_urI_jII LJJJW11 -i LLI I WWJ_LILJ I WIJJ-LLILiu I 1 JJ I ORIGINAL EAL AND SIGNATURE OF THE _ II I J-LJ _-W.LIJI IL LIJ-_J_ L- LJ-L__ J I_I-I_WJ_LJ II I J_JJJL_U J II JI-LI1 IIII I_IJIL II J._ -_J I _ CEDAR SHAKE WALL ARCHITEC OF RECORD SHALL BE JJJ LJW1JJLL -CLI I WJLLL J_J.J_JJJW JLLLLLJI_u1Li J J1111 LL�WJ-u�-LJJ-CLW _ CONSIDERED AUTHORIZED BY THE LJ_ 18 II IIII II !I��II L�JJ IIII II IIII II O 18 II (TYPICAL). REFER TO DETAIL ARCHITECT FOR USE. ANY _LI LI-L_1_ L-WJ L� 11J-L LLJ)J.L _ J)-U-LLII-LLl-L La Li L� I1 L JIIII II W_I - - - _ 4 ON SHEET A-3.0 FOR UNAUTHORIZED USE SHALL BE - WJLLwL_- WJ �W I-IWICL ADDITIONAL INFORATI UNDERTAKEN AT THE RISK OF THE • JL - LU111 JL - II II II II LJ I IST FLOOR USER.iJ LII _ GRADE O -Ou I I I bi D_ PAINTED WOOD COLUMNS. J I- 1 -��� ELEVATION (TYPICAL) STONE COLUMN EASE. (TYPICAL) NEN FOOTING FOR PIERS, TYPICAL. ISSN LOCA NO. DATE BY ISSUE 1 8/78/04 RPS BSUED FOR GONTRAGTOR SHALL INSTALL ONE (U ADDITIONAL LAYER OF ROOF CLIENT REVEW STONE VENEER CHIMNEY. UNDERLAYMENT, GPEATING 2-LAYERS, AT (TYPICAL) REFER TO 2 6/70/04 RPS I618L81 FOR CONSTRUCTION PLANS FOR CLIENT REVIEW SHALLOW SLOPE GARAGE ROOF ADDITIONAL INFORMATION. t 8 8/1�2I04 RPS PROGRESS SET - ASPHAULT SHINGLE 4 IDA 2/04 RPS BS11FD TO D.09. NEW RIDGE 2q -O' +/- o M ROOFING, 40 YEAR, II PH - _ INSTALL PER MANE. SPECIFICATIONS (TYPIGAU. C-XISTING RIDGE 251-5"+/- - - — — — — — — — — — — — — — - — 77 - - — — — JJJ LJJWL_LLLIL IJ L ILL � FLOOR CEILING VARIES y W III IIID a u�u i1Ju�I u� I li CONTRACTOR TO FURNISH AND TO 23'-q"i-/- - — - - I'( I III INSTALL NEW CUSTOM TERRACE JJJLWLJ IJ I J_LJ J LLIJLI I L I I 1111JL11 u-I II II IIII II 'I�' II I LI IIII 1 !I -LII II- ! I- RAILING AS SELECTED ARCHITECT. MIN. 36" AFF. . OPENINGS -_----"-- -- --- - - - lIJ-L)L1•L��' ILI-il ILLLLLIJII_LLJ_J-IIJJ LL11-L�I� J2-LIQ LIJ EXST.J L �� THROUGH RAILING SYSTEM SHALL � 1 -- - LL_LLLLLL-LL L-CELT_ _LJ_L WJ_LILl LJ LILJ _W J-LLL NOT ALLOW PASSAGE OF A 4" DIA. SPHERE A5'PER SECTION R316 or- - F— — iJ_J -- JLLJ _ -_ _ _ .LJ_I�I�I-J�I�I-JJLLJ�JJILIL.W _ - THE WI HLATES EDITIONOFTHE I.B.G. DASHED LINE5I JI_ JI 05 _ — - LL JLIIJ -- — ---_ INDICATE PROFILE OF - JIJ_ - __-- L LLJJWJ_i_.. _LL - -- -- _ - W \ EXISTING STRUCTURE \� 1L �1_ LU LIIJ_Jl — JLWJLJ J J_II IWILLWL —I li III I_L WJWiI W J Z I� t' _ — ----�— - L` -- u Z LJWL L L11 IL J LL I_ II _J1L J_LN J_-ILI JI -I�_ LWJ_1L LWL J_I_LI-I_LL _I JWLLJJ_JJ -2222 _ - _ _ .I 1 JJ-_ L ILJ- JL_U)-w LJWL JI IjLJJ1WJJ-LLLJ_LJ JJ-J L _I -- - LIJ -LJL_ IJJ L_ - JJ - J_ --- CEDAR SHAKE WALL _ _ J'J_WLWJ�W W L IILLIICIIT IJI �IJ���.I 1-_�IL�L LJ�-4 � �� LJJWLLWLLLWJlu---1111 .IJ�'� � � �`���LJ 2 (TYPIGAU. 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J_I I_I_I_ -J_ 1WW- .L- I JW _IJ_IJ_LI--IL J J_ J - WJLJJJW L11 J- 1 IJ _ L LL LW J_ J LJ_LL-I�L JW-J_LW L W i-I IJ LJ LW L� WJL J_I I IWI I I ILI i_-I l_I J LI L L W L L L_J1 JW JllJWL LL J JLI_i L f JLJJ JJ JU-WJW L 11.IJWJ L 1 L I_J_ U 1U UU L W L WIILI JJ L J1J_LL 11J111 11 -J__J_ �W WJ LJJ I JI L J 1L J_L _ 1 CECT y Q Q ST FLOOR -g' +/- _ _ _ JllWJI- LWW �1Lf WLLLJJJ J d LJ 1 JI�W_ LWW J JJ JLIJW J_ JWILI _I1W So o W - LL 1111 11.11 I_LLIJJJW.II-LI IJ J LLIL LI LIJJJJ_ll_ III II 111 II LI_ILJ-I_I__WWLJ _, _iW_Ll ILJ_ JJ _ 1W _J_ W_ J111-J-J 11JLJ _ L N � W GRADE O'-o" _ _ _ _ ti�tw T W W W PAINTED WOOD COLUMNS. STONE COLUMN BASE. (TYPICAL) (TYPICAL) T 1PROJECT PRINTED SHEET NO.: DI TE: NO.: z 50UTH ELEVATIONo-00 A-4.1 )SCALE- I/4°= 1 '-O" DRAWN SUED � _ 4 .1 BY: Dp,TE: t RP8 W18/04 1 I �I III II 1 STONE VENEER CHIMNEY. (TYPICAL) REFER /k � ARCH �'T EC T S TO CONSTRUCTION PLANS FOR ADDITIONAL 305 East 46th Street � INFORMATION I I "', New York,NY 10017-3058 NEVA RIDGE_ 2q'-011+/- _ _ ASPHAULT SHINGLE __ - - - -- - - -- - -_ - DASHED LINES INDIGATE PROFILE OF •i;r 212-355-5555 ROOFING, 40 YEAR, 510 MPH, EXISTING 5TR�GTI)RE 212-355.6919 fee _ _ _ Te-maII:mjmacaluso@mindsprq com INSTALL PER MANF = - - u� Wk- SPECIFICATIONS (TYPICAL) �_ I_ I-I WII :. = J-U- � rU _. -_ ______- .- [-J JI I _ CLIENT: EXISTING RIDGE 2s'-5"+/- _ WJ_ LII_U_U _ WPI _ W11 - - - - - - - - - - - - - OLI_L 1111 - TONY GRAZIANO I__u W_IJW WLIL LU IWW-L 208 FfHR WAY — JL W_W_I --IJJ! W WW __ J_I� -I W W J Ed _FLooR GEILIN6: v_ARIES - I �UW 1 I LI WWU U -- J U JllW WU. IJI-IWWJWU- 1 _ BAYSH6RE, NY 11706 JA111... �11WWLI W — I U II_TJ 11 IJ-LW_I LI ILILLJ.LJWW II I I TO 23'-q "+1- LLWJJ 11 WI1L_ LWJ LII-I_I_[ _ OI L I_LLTJll _L �I_I I� IW LO 631 .2412.2428 WWJJ W 111 : 1 lJ _IJ I1 1 L - JW I �JWW W ILLIE LL llJ J_JWW_I J. J JJJJL JWIJ I - I LU J_ - WL WW TW _ WA WW J-L.I-L W- -- - r iI1fJ�-Ll �. JLL _I_L I_WWWLL� LIJ - -- — - _ -- _ © 2004 MICHAEL J. MACALUSO, R.A. WLW_W J_I_I1 g W_J _LI_I __IJ_I_I_I_L I U- IJ- W U11J -IWWI IIWILI W_II- — LWL-_.0-U_L JLJ_U JJW WWlLIILIII1 ' LJWLI OP - LJuJJIIWI I_J.JJ_W - WLIJ U LU _ - -�_ —---`�-- THIS SHALIIT NOT BE CONSIDERED AN WW LLW - - Liw L� JWW w W JW JL JJWLLL — = — AUTHORIZED COPY ISSUED FROM THE IY _ _ - ARCHITECTI UNLESS FITS ORIGINAL SEAL L__ I�--LJWI �LIJLIL=_WIIWII WO LLUJIL`.;, ` J-I I�-- I — _ — _ _ - LI AND ORIGINAL SIGNATURE ARE AFFIXED. _JII-IWl I_LJJ-IL.L_LW_JJLLILJJ_LLLU_L J-U� JILL-U_____°-- _WIWUILIJ_ _ _ - L QUOI�O�Ip �� = J OIO ANY REPRODUCTIONS MAY NOT BE USED PRINTED TRIM. U _IIII LJJ LIW' IUIJI-IIJIII I ILJJ� IUIIWI II Jrfi 1 -__ -= WLJ L WJ_ IJLILW _ - 10 - ® I FOR ANY REASON WITHOUT THE PRIOR, 1W�LLLJJJ. LLJJWLWLLLLJ LLLWJJW21W - W�UL� I��� WRITTEN PERMISSION FROM THE LI LI JJJII�WL - � - _ - 2 - _- - - - -_ -_-- -- ARCHITECTI WL II LI I U — TYPICAL �—2nd FLOOR10'-q"+/- FLOOR L UW LU !. LLL L _LWW,LL - - — — - - -K IST GEILIN _ q'- / - - JI II `I rlJ- 1 THESE DO UMENTS HAVE BEEN Y LILL U_J - WIuh, II III U I LIJ WL LII W _ PREPARED ELECTRONICALLY AND AS I LJWLIJ ' 1 JJJ -J-JJI IWILWJ� 1 LW 1J IJ I_IWII I� _ - -- � SUCH ARE NOT PROTECTED AGAINST LL-L W...�; J-- J_LILJ_LWI - _ J _JIJJW LW-U_J_IL-J LLJ IJ. _L_J_WLu-L_W.0 _L� UNAUTHOR ZED CHANGES. ALL PARTIES IIIIII pl - ARE HERE3Y NOTIFIED THAT ONLY LILIJJJWJ W_W _I ��I— LLLLJl ILUJ_ J-L WJ1WW LL THOSE PAPER COPIES BEARING THE GEDAR SHAKE WALL WWI _-_ I_I J-L I LI�11 - IL- J� 1� =�� �� �-�L�� IWLWLL- - 1M II LIU IWIIWIIWLW W ORIGINAL ,$EAL AND SIGNATURE OF THE (TYPICAL). REFER TO DETAIL WLW_ __ _ J-WJ IWLII I -L-LI�L1 JJWWL J_ IL N ISI J_LW_ J Al"-HITECT OF RECORD SHALL BE 4 ON SHEET A-3.0 FOR .UWL _� LI W _-- WJ. I_ JILL _L J U._IJ - J- WEU_ _ _ 1-1 _J-LJJ-IWJ- _ JJW 1J 1.1 d -U-WW-UJ J_ _I I C(:INSIOER�1}D AUTHORIZED BY THE ADDITIONAL INFORMATION W_U-LL I LWLWJJ J [I-LWWI1_1 -IWJ-IJL 11.1 JI J_lJ _W L _IL LILLIWLJ IJI-I W-[LWI__W_U_ O3 ILI__J_W_LJW JJ i ARCHITECTI FOR USE. ANY I I l-U_ - lLU-U11 [1-J 1 I-LUJ I U-�_ U_LH I_II 111-111LLLI --- ulvnuTHDR ZED USE SHALL BE I _W1 WJJ I L ILJJJ-J�L L .LJWUJl - �W - - - - W - UNDERTAKEN AT THE RISK OF THE IST FLOOR- I'-q" +/- L-L.J_U--W-U-_LIL.- _ _WJWIWWJW_JWW-J U-U W JJ W lJ-J LW-I_LJLWJ-JWI _ LLLWLL lW _LI USER. LI LI I I_W_L_LII__I _I I_ l__I1W JW -1LLL. J I I_I W[! -I_.�_ J_UWWJWLII_II-I_LU_ILHJ j_-I_I_ WU� I - J-LWW_U_.I_ GRADE O'-O" - - - - - —I—' - - - - - - - - - - - FAINTED WOOD COLUMNS. (TYPICAL) STONE COLUMN BASE. (TYPICAL) 5 WEST ELEVATION J L ISSUE LOQ 1701 DATE BY 188,1 7 8/78'04 RPS ISSUED FOP ,N a ENrT REVIEW STONE VENEER CHIMNEY. (TYPICAL) REFER 2 6tK 1104 RPS ISSUED FOR TO GON5TRUCTION PLANS FOR ADDITIONAL C LENT REVEW INFORMATION. 8 8/22/04 RPB PROOIESS SET NEW RIDGE 2q'-O"+/- 4 9/02/04 RPS ISSIED TO 1.09. ASPHAULT SHINGLE - -- - -- -- _ __ ROOFING, 40 YEAR, 110 MPH, - IN5SFALL PER MANF. - - - - - - _ J . U_LL[I;WU SPEGIFIGATION5 (TYPIGAU. EXISTING RIDGE 25'-3"+/- _ _ _ _ _ _ _ WI I 1 _J] - -- — - - - JJLLLIII WW W ]—[I—] ' IJI — J I LLWJJ II IL WWI IJ ILIA-IA DASHED LINES INDIGATE PROFILE W ,QF [W. 1 LWJL UJLWJWLWUI J LW 11 O � EXISTIN6 STRUCTURE Iv _2nd FLOOR GEILIN6: VARIESLW_JJ W WW 11WJ_ = _- - '— - LL1L11I1W 1WWLLLllLL1W L TO -dWJ_JLJLWW _ LULUJ� _LLWWW _1_J_Ll_ 11 -JUO - _-I lW1WW_ -- - _ I_I J_LI_I _ _ - - u_ 11WO�LUW _- -_ L_._IJJJWLWILLWJJILIW_WLIWJJJJJII I J�LJ_LWWTTTTLWI III I II CONTRACTOR TO FURNISH AND _ U _ UILU_J.IJI-CLEW- JLWILJJ -JJWWLJLUJJJJ - - �i�- L LI / W I I_I-U. [IJJJJJ W_J LWLLLL!J-LU__U_LLWLI W LLJ-LL I_ _JJ_UII.11 U LL-� I I I J1JLW_LLLWJILIW_II_II�U_�6'W INSTALL NEW CUSTOM TERRACE - W J L LL RAILING AS 5ELEGTED BY I !_I -I IJJ WJW IWI LWL-IWII_II - LU J WJ_-III _ - 11L JJnJI �LJ-L J �i IIII�-LIILLJWII LILLLLI= O5_ _ _005 _- _U_IJJ_ LL ARGHITEGT. MIN. 36" AFF. OPENINGS III _ I U L _U..J_U_-IJJ- II III J-_-1 1111 111 L11 LI L II LII1UJLJ-- WWLW _ -_ --- J- I I I -I_ NOT ALLOAS PASSAGE SCG OF 4" DIA. LL 1 I,J I W_J .WJJ-wJJ-LUWJ �_ _ T� _-_-_ _ III -- - -1�-WL WW WW C ) I� THROUGH RAILING SYSTEM 5 _ JLJ�_LJJ�-LWL_�J-1- ��J�� JWJW.�J-I- LJI-IL-L).WIJJ-1L J_IWIWI-W_IJ_ J-LWLL IJWI�-IJWJW ERF DIA. J-ILL -- W_� _ _. �1� - -��' -LLIJ- -L -_ L_J - _ _ � 6 OF JJWIi111J11JIIJI LI_._ J1L 1LWWLW II WJ LIJ_�II LI�-'ILU-i w THC- LATEST EDITION OF THE I B.G WW-U LLI-J-LJJLIJW_U_WW IJ III L-LLLILW-W L L-11-IL L Ll J_;�{,J_J_LLJI _ _ _ _ WITH N.Y.S. SUPPLEMENTS 12 -- —_-- -- ---- - II - --- - - - 1 ___---- J-.II LLLLIWLLLLJWLIJ-IJIWWJ-LLILI-WW_ L ILIIWL _W _ LWWLWLLLJ WL _ - - --- cn w > _ 2nd FLOOR 0'-q"+/- — - LLLJ_-WL I LIL WWLILJJLLUWLLLI LIJ - �u 'N� w z _ _ _ qf0 _ JW IWC LII_I_J-I_W1W J WWU_ I_lILL11 WLII_II--I JWL J_J_I_IJ_1LLI_LU1_I J�� _—_ o �- IST FLOOR GEILIN6 q'-q' +/ JJJWI_LII__II JIJJ-[Wlllll-IIJJ_IIJ-JWUWIII iWW - 0 o Y c _ _ _PAINTED TRIM. J I II JLJ I_I LI LI LLWJ IJ__L JWWWLILI III -IJ_LIJW I_I IIJ_LIJ W _1_1_11-I J_L. _JEW LLLW (TYPICAU II IIII II II_I_I _ LI_I' IJ IIIIJII�!I-IIII II IIJI II 111111 11-W_LLI_I_I .II IIII_IIJL-I II III -�JW1J1 - ILII II II IL L __ ,� O_II ILLI LII _I W oz tio' „ ❑ L -11 W'! 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J-LLJLLL111JI 1LALI I JJIL I - _ LWW1 IUJ-L�-LLIW-L 1 LiLLL -J- ❑ LJJI-IJ-LL WI11JJ.._IIJLWL JJ_LL1W-J JWJWWIJ_LLI1-1-L JI CLUE LJ_L LWIJ LIJ- _ __ - WW W I IWJ _ LJ1-JJJ_L Z ❑ - J-I-IIW .J-U ILW WL d_LLI LU_JWW ILUILI WLIJIWW J _JJWUWJLJJWII. �.11llWWJWJ WW W l W Ill WL1 WJLWW J _W Q JJ11 UJW _J U_I UlJ 1LIl LLJ AWJ111 1L LL LLQ UU 1 °_IWJL LLI�WWJJ IIAi-hu J ll1Lll L W�J-1i llJ�LW�J � ' IST FLOOR I '-q" +/-_ _ L'LII-LL'J-L -ILILIL'I_L� 11 J 1LIJ1_UJLLLI JUL II�U_J II_ II_I_I_W JWU-U_LI_W Wl LUJLLI_II _ILI_IJ1 _W U_._LWJ J W IJJ_WJ LUJ11 ILL 1J_W Wll_IJ_I_I_.L.IJL - N w W GRADE O'-O"_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - �_ _ o I- W ti°Iw �w W X J W O PAINTED OOD COL(TYPUMNS ) MNSSTONE COLUMN EASE. (TYPICAL) Q�� SAF W W FOOTING FOR NEN �L �- L PIERS, TYPICAL V ~ - l ROJECT PRINTED SHEET � 0.: D TE}, NO.: (I)NORTH ELEVATIONDD -- A - 4 . 2 RAWN I SUED A = DATE: -4.2SGALE: 1/4" I '-O" RPS 08/78/04 i IDI II A R C H IT E C T S 305 East 46th Street NC–W RIDGE req'–O"+/– — — _ — — — — — — — New York,Nvloon-395e 212-355.6555 212-355.6919 fart e-maJI:mlmacaluso(mindspdng.ccm — CLIENT: 2nd FLOOR CEILING: VARIES - - — TONY RAZIANO - 208 FH WAY To 23'-q"-r/- \` O- = 13;�YSHQRE, `•NY 11706 631 .24;2.2428 O �J LAI- © 2004 MICHAEL J. MACALUSO, R.A. O THIS SHALI AUTHORIZED NOT BE CONSIDERED AN A-3.0 1Li I�I �.I a- �- AND ORIGINAL COPY ISSUED FROM THE UNLESS HIS ORIGINAL SEAL - — NAL SIGNATURE ARE AFFIXED. ANY REPRODUCTIONS MAY NOT BE USED FOR ANY REASON WITHOUT THE PRIOR, _I_ -- - — WRITTEN PERMISSION FROM,THE 2nd FLOOR 0'-q"+/- / -1 - ARCHITECT. J IST FI-OOR CEILING q'-q"t/- LL IIII IIII 1 THESE DOCUMENTS HAVE BEEN J-IIu II LIITuIT`����'-I II 1JJ-L H J.LJL PREPAREDI ELECTRONICALLY AND AS J -LJ_I-LWII-LIJ I-LIi .LL -L-L� SUCH ARE NOT PROTECTED AGAINST O ILLI_..I_J.LU�LL� JL UNAUTHO IZED CHANGES. ALL PARTIES ILIIIuI-IIII ILnILd1 ILLIIu- I 11 ARE HEREBY NOTIFIED THAT ONLY THOSE P PER COPIES BEARING THE r Il. III ORIGINAL , EAL AND SIGNATURE OF THE III ILLI ISI IUTI _I ARCHITECT OF RECORD SHALL BE _1I-u�--III-I�-��D-�L�I_ - IU_LU-I_1 I. I II II CONSIDER D AUTHORIZED BY THE LLL-LLL-L-I III l II Il ARCHITEC FOR USE ANY _ _ _ L �I_LI�U_-L�I�I- ILII�i LLIJ�__LL I I-SII- UNAUTHO IZED USE SHALL BE ST FLOOR I '-q" -I./- _ _ GRADE O'–O" I I -U--LJIJ-_IL1� I,I USDRRTAKEN AT THE RISK OF THE I I TO 00 - - - - - - - - - - - - - - - _TO T I O N AA-LO ISSUE L SGALC- I/4"= 1'-O" NO. DA BY ISSUE 1 3118/04 RPS ISSUED FOR CLIENT REVIEW 2 8/,22!04 RPS PROSRESS SET 3 S/Of" RPS 113811ED TO DA.B. NEW RIDGE 2q'–O"+/– — — — — — — — — — — — — — — - - — — — — _2nd FLOOR GEILING: VARIES TO r- r _ O lw z ' U � - Z a?. m _ w -.. 2nd FLOOR ABOVE DINING ROOM -q"+/- _ - _. _ _ _ n _ i� _ _ - _- ---- _ cn W r 2nd FLOOR 101-q"-r/- w 0 Z 15T FLOOR GEILIN6 q'-q"+1- O _ gw- O 0 � < T: O N F- I I dJ a U' Cl) U) fl'1 YJ 1..1 _ Z I5T FLOOR 1 '-q ' -r/- GRADE O'-O" wJ � ° � nW M En p sFi� ROJECT HDATE: SHEET A-LO NO.: NO.. 08081 OEOiON O SGRLE: I/4"= 1'-O" DRAWN BYRP8 � III II ARC H I T E C T S 305 East 46th St aet Now York,NY 10017-3058 l7 212-355-6555 A-3.0 � - - ax e _ _ -maIImjmacaluso@mindsptlng.com CLIENT TONY GRAZIANO 208 F HR WAY BAYSH DRE, NY 11706 - — - - _2nd FLOOR CEILING: VARIES - - � — -- —=_— -- — C _ _ -, _-_ _ _ 631 .21-2.2428 © 20 4 MICHAEL J. MACALUS , R.A. U Lf�I THIS SHALL NOT BE CONSIDERED AN 1I�. THE ARCHITECT AUTHORIZEDUNLLESS HSS COPY ISEORGRINAL SEAL L 11 Ll LI _� A-3.0 / lIII II AND ORIGINAL SIGNATURE ARE AFFIXED. u_ILI L1111—III LL[ ANY REP ODUCTIONS MAY NOT BE USED W-L�-� J-1 Elle _ FOR ANY REASON WITHOUT THE PRIOR, WRITTEN ERMISSION FROM THE ARCHITECT. 2ngl FLOOR ABOVE DINING ROOM ll ,-q"+/- 2nd FLOOR 0'-q"+/- _ _ — — — — — — — — — — IST FLOOR CEILING q'-q"-I-/_ — — _ _ _ _ — --T�-� c THESE DOCUMENTS HAVE BEEN II II II — PREPARED ELECTRONICALLY AND AS L-- I LLLLIl-__ 1L U-�_p-1_L1 MLI SUCH AR NOT PROTECTED AGAINST PNAUTHOIZED CHANGES.-TALL PARTIES LW_ LLL I _ �J11 Jll _ IJ_L E O \� L u_ LIL_L F;12E HER BY.,NOTIFIED THAT ONLY LL.IL Li LL-_L m THOSE PAPER COPIES BEARING THE,, I l � O,RIGINAL SEAL AND SIGNATURE bi'' THE �L-LLI , ,ARCHITECT OF RECORD SHALL BE LL_L� J-11JA ��LILI LI-I�-II J- CONSIDERED AUTHORIZED BY THE ARCHILL-IILIL-LLIJ-LLLL - _�J-u ��- 1JL UNAUT FOR USE, ANY UNAUTHOO RIZED USE SHALL BE \ — — — UNDERTAKEN AT THE RISK OF THE �� I LL10�J_LJ�L-_L L-IL� USER. ST FLOOR I '-q" +/- _ _ _ _ _ LiLl I_ L J__ L J _ GRADE= O'-O" I I I I - - — — — — — - � 1 ISSUE LOG: SECTION O N0. DATE BY ISSUE SGALE: 1/4"= I '-O" >I 8/22/04 Ars rAooAEss BET 2 8/02104 APS SSUED TO DAB. 1i C-XISTING RIDGE 22'-2_+/- ` �� / \ _ HEIGHT OF TOP PLATE _q'-q" w w z HEIGHT OF TOP PLATE q'-7" +/- _ /_ (WEST ELEVATION) w �, Z -11 (EAST ELEVATION) � a g 0, wQ n Q rnl oo 3 U1 r� \ _ _ IST FLOOR I'-g" +i f J Z —�— — — �y Q ❑ O' s o — rZ waV Ln I PROJECT PRINTED SHEET NO.: DATE: NO.: 090BS-00 F ^/ SCG I ION DRAWN SS A - 5 . 2 BY: �B IDA ETE/_ SCALE; /4"= I'-0'' L . r I - 1 I NI II , , I y NOTE: PRIOR TO THE REMOVAL OF ANY EXISTING STRUCTURAL MEMBERS AND INSTALLATION OF NEW GONSTRUGTION, CONTRACTOR TO ENSURE THAT ALL TEMPORARY BRACING A R C H T E C T 5 AND SHORING IS IN PLACE. CONTRACTOR TO BRACE AND SUPPORT EXISTING STRUCTURE AS TO ENSURE NO DISPLAGEMENT OF EXISTING STRUCTURE INDICATED TO REMAIN 39seasMsmsmeai ENTIRE—: BUILDING SITE SHALL BE PROTECTED DAILY AGAINST WIND, RAIN, SNOW AND ALL OTHER INCLEMENT WEATHER DURING DURATION OF PROJECT. rewYerk,Nvmanas5e 212-355-6555 212-355.6919 fax CONTRACTOR SHALL e-mall:mjmacelusoAmindspdng.eom REMOVE EXISTING 51DING TO SUBSTRATE, AND EXISTING SUBSTRATE WHERE REQUIRED CLIENT: FOR NEW EXTERIOR OPENINGS (TYPICAL EXISTING TONY GIRAZIANO EXTERIOR WALLS INDICATED CONTRACTOR SHALL TO REMAIN.) 208 FEHR WAY REMOVE PQRTIONS OF i. EXISTING EI EXTOR WALL WHERE ReaIRED FOR BAYSHO�E, NY 11706 1H INSTALLATION 631 .242.2428N OF NEW . WINDOW AND DOOR OPENINGS. ALL NEW ' OPPEIN65 SHALL BE PROPERLY BRACED AND FRAMED. (T-1-P. ALL NEW PORTIONS OF EXISTING WALL OPENIN65 IN EXISTING WALLS TO REMIAN CONTRACTOR TO NORTH © 20041 MICHAEL__'J. MACALIHED, RA. NOTE: TWO OPENING SHOWN COORDINATE NEW OPENINGS THIS SHALL NOT BE CONSIDERED AN HERE ARE FOR EXAMPLE- IN EXISTING WALL WITH AUTHORIZED COPY ISSUED FROM THE ONLY) CONSTRUCTION PLANS EXISTING POOL, HOT TUB, PORTION OF POOLHOUSE ARCHITECT UNLESS HIS ORIGINAL SEAL SHORE, BRACE, AND FRAME AND POOL PATIO SURFACE ROOF AND EXISTING RIDGE AND ORIGINAL SIGNATURE ARE AFFIXED. AS REQUIRED. TO BE REMOVED. TO REMIAN, 5HORE AND ANY REPRODUCTIONS MAY NOT BE USED BRACE AS REQUIRED. FOR ANY REASON WITHOUT THE PRIOR, WRITTEN PERMISSION FROM jHE ARCHITECT. CONTRACTOR SHALL : THESE DOCUMENTS HAVE BEEN REMOVE EXISTING INTERIOR / PR -PARE ELECTRONICALLY AND AS WALLS INDICATED / IT'1.1 ii , 7, CONTRACTOR SHALL SHORE— " " �`�, // >✓v//,�. - SUCH ARE NOT PROTECTED AGAINST AND BRACE AS REQUIRED H UNAUTHORIZED CHANGES. ALL PARTIES AND REPORT ANY INTERIOR EXISTING STAIRCASE AND ARE HEREB1j NOTIFIED THAT-bNLY LOAD BEARING WALLS I' . ifl ASSOCIATED GONSTRUGTION � F THOSE FAPFR COPIES BEARING THE ORIGINAL SEAL AND SIGNATURE OFT"E� IMMEDIATELY THE TO BE REMOVED I ARCHITECT F RECORD SHALL BE ARCHITECT IN WRIRI TING - I CONSIDERED AUTHORIZED BY THE ARCHITECT FOR USE ANY - EXISTING FIREPLACE AND NOTE: REMOVAL OF POOL SHALL {I UNAUTHORIZED USE SHALL BE PORTION OF LOAD BEARING ���'r'T =- .� /i PROVIDE SHEC--TING, BRACING, AND LJi,�LL, UNDERTAKEN AT THE RISK OF THE Y ;�m3�rr ,�.v- � / , ' . ./ / '/%�' // / / USER. WALL TO RC-MAIN. SUPPORT NT ALL SURROUNDING SOILS ,,, ,// ,// / /� TO PREVENT UNCONTROLLED l-- MOVEMENT F: ALL JA SOIL AND DISTURBANCE CONTRACTTOR SHALLCENT UNDERMONE T o _ , .� ANY FOUNDATIONS WHATSOEVER. / EXISTING FIREPLACE- TO REMAIN GOORDINATE ANY REMOVAL OF FINISHES — 5/7RIM �� - - WITH OWNER. DATE BY 1135mIlE BB - --FI r / ,, y„ „/ii /.//�///,,�,!/ .� 8/02/ RIPS 1991FD TO D.O.B. T,�'T.f/ J EXISTI R WALLS OTO BE INTER S I REMOVED, SHORE AND BRACE % EXISTING EXTERIOR f ',,' EXISTING CONSTRUCTION AS _ BUILDOUT TO BE REMOVED” - ` REQUIRED. / EXISTNG GARAGE PORTION OF POOLHOU5E ROOF TOI;' / , / ROOF TO BE REMOVED. ,I BE REMOVED, SHORE AND / i !/ i% < BRAGS A5 REQUIRED. j, j SHORE, BRAGS AND / �;I: TEMPORARILY WATERPROOF AS REQUIRED. CONTRACTOR SHALL r� REMOVE EXISTING GARAGE { EXISTNG GARAGE ROOF TO / BE REMOVED, SHORE! I SLAB, WALLS AND ROOF E 2' AND -i/ / % 'I/%/ / ., ,//////i/ { , BRACE AS REQUIRED. I' i FI RST FLOOR DEMOLITION PLAN SEGOND FLOOR DEMOLITION PLAN z 0) z � Ol' SCALE: I/8"= 1'—O” SGALE: I/8"= 1'—O" Z 0 z (n LL! rl ELL! 0 Lu U ' ZY WJ QJo NCOC Q Ln G cD o' p W cDrncn Z NOTE CONTRACTOR SHALLNOTE CONTRACTORSHALL REMOVE ENCP1.U50 O LL M XISTING ROOF SYSTEM NOTE. CONTRACTOR TO REMOVE ALL INTERIOR SHEETROGK FROM REMOVE EXISTING EXTERIOR AND FRAMING FROM MAIN HOUSE- STRUCTURE-. SHORE, BRACE SURFACES ON ALL REMAINING WALLS FOR NEW FINISHES AS DOORS AND WINDOWS (TYP.) AND TEMPORARILY WATERPROOF AS REQUIRED SPECIFIED. Ln ❑ �Q F NNJ / CIW 4i i- — J LL LL �llv LEGEND OF SYMBOLS (APPLIES TO THIS SHEET ONLY) PR SECT PRIN�ED SHEET N0. 00 DATE; NO.: SYMBOL DESCRIPTION D 11 DRA N ISSD 0 EXISTING STRUCTURE TO REMAIN. BY: $ �U2Iio4 %;'i EXISTING STRUCTURE TO BE REMOVED I III II 1 I "NOTE: SIZING OF PLUMBING PIPING "NOTE: CONTRACTOR SHALL SUBMIT SHOP "NOTE: CONTRACTOR SHALL SUBMIT SHOP *NOTE: INTERIOR BATHROOMS TO BE 'NOTE: CONTRACTOR SHALL PROVIDE SHOP 7 INDICATED ARE APPROXIMATED ON DRAWINGS OF PROPOSED ALTERED HEATING DRAWIN65 OF PROP05ED CENTRAL A/G MEGHANIGALLY VENTILATED TO EXTERIOR, DRAWINGS OF PROPOSED LIGHTING AND AVERAGE FIXTURE REQUIREMENTS. SYSTEM FOR ARGHITEG75 REVIEW. SYSTEM FOR ARGHITEGT'S REVIEW AND CONTRACTOR SHALL SUBMIT PROPOSED ELECTRICAL LAYOUTS TO ARCHITECT FOR CONTRACTOR SHALL VERIFY EXACT CONTRACTOR SHALL COORDINATE PROPOSED APPROVAL. CONTRACTOR SHALL GOORDINATC- VE14TALATION SPEGIFIGATON5 AND ROUTES REVIEW AND APPROVAL. ELEGTRIGAL ARC H I T E C T 5 SIZES OF PLUMBING FIXTURES WITH SYSTEM WITH OWNER, AND VERIFY EXISTING INSTALLATION WITH OWNER REFER TO TO ARCHITECT FOR APPROVAL. INSTALLATION SHALL CONFORM TO THE 305 Eas1461h SVeet THOSE FIXTURES AND EQUIPMENT HEATING IN FIELD, AND REPORT EXISTING MEGHANIGAL NOTES, 5HE:E7 GN—LI. SELECTED BY OWNER. REFER TO PLUMBING CONDITIONS TO ARCHITECT IN WRITING. REFER BUILDING CODE OF NEW YORK STATE. 11 NOTES SHEET GN—LI. TO PLUMBING AND HEATING NOTES, SHEET GN—I GOORDINATE LAYOUTS WITH OWNER. REFER TO New York,NY 10017-3058 ELECTRICAL NOTES, SHEET GN-1.1. 212-355-6555 212-355.6919fax a-mall:mlmacalusa@mindspdng.mm GONTRAGTOR TO SUBMIT SHOP WASHER AND DRYER UNITS AS CLIENT: DRAWIN65 FOR BALCONY AND SELEGTED BY OWNER. TONY GRAZIANO GUTTER DRAINAGE. -- 208 FEHR WAY REFRIGERATOR AS O O DISHWASHER AND KITCHEN _ --- - AYSHOREr NY 11706 SELECTED BY OWNER. SINK AS SELECTED BY OWNER. - GOLD WATER LINE 631 .2421.2428 FOR ICENIAKER, RC-OUIRED. - ' I I © 2004 MICHAEL J. MACALUSO, K.A. SUITEATHROOM THIS SHALL NOT BE CON ASSELECTTEED BY AUTHORIZED UNLESS COPY ISS ORIID AN E5FRO THE OWNERAERED SEAL ' AND ORIGINAL SIGNATURE ARE AFFIXED. rrw- - - - ANY REPRODUCTIONS MAY NOT BE USED u2.CK- Irv+- / -- FOR ANY REASON WITHOUT THE PRIOR, — - WRITTEN PE MISSION FROM THE / -- -- ARCHITECT. GOLD WATER LINE I ln•w - — — FOR WALL MOUNTED �' _ �• - -- POT FILLER, AT � �+ \ . __. - - THESE DOCUMENTS HAVE BEEN REAR OF GOOK TOP. ® s•w 1•cw - _ - PREPARED ARE NOT ELECTRONICALLY SUCHPROTECTED AGAINST z UNAUTHORIZED CHANGES. ALL PARTIES MASTER BATHROOM Irz•w 0 - -____ _ - 'I ARE HEREBY NOTIFIED THAT ONLY MIXTURES AS Irz•cw =- - — SELECTED BY OWNER. :_ Im uv + -ISI- - — _- THOSE ORIGINAL SEAPERL AND COPIES BEARING THE ❑ �� - - — _ RCH ARCHITECT OF RECORD SHALLRE BE THE CONSIDERED AUTHORIZED BY THE 4•w _� f 1 Lk_I FIRST FLOOR BATHROOM ARCHITECT FIOR USE, ANY FIXTURES AS SELECTED BY UNAUTHORIZED USE SHALL BE F§ OWNER. -aw - - ��, _ UNDERTAKEN' AT THE RISK OF THE NEW CUSTOM MASTER - - SHOWER. COORDINATEGI - _ - WITHHGINNER. NEW FREESTANDING TUB, COORDINATE WITH O OWNER. -- - — SU.." LO(k NEW DATE' BY IB R 'NOTE: CONTRACTOR SHALL LOCATE I LAUNDRYDRY RDRAIN .M�E ROOM FLOOR, R. 8/ 04 FPS W IIIIET FREEZE-PROOF EXTERIOR H05E BIBS AS 8/02/4 , Rm Main TO DDS DIRECTED BY OWNER, AND COORDINATE ANY III SUBSURFACE LAWN SPRINKLER SYSTEM THAT MAY BE INSTALLED NOW OR IN FUTURE. ' FIRST FLOOR PLUMBI NCS PLAN SEGOND FLOOR PLUMB 1 NCS PLAN SGALE: v8°=r-o^ SGALE: q". > 4'; > p 1 I 1 1/2".� L A v. L V. EXIST. SAN. STACK W 'G 5HO BIER 2".LW. 11/2". TUB 1 112". 4"� 2°. 2"m C.O. ? 4 11, 2 G)4 . Q 17 a8"/FT. MIN. I I/2 C.O. 2 . ❑ 4". SAN Ub w' }I Z ❑ 4". SAN. UTIL al/8"/FT. MIN. U IL L V. L v. Lu 1n Z ❑ SI JK SI JK W/G W/IG v Z 2' DW F.D. Vd 1/2 . 4". 2 0 1 1/2'. w TUB TUB � Y aa (y� m ". EXI5T. AN. 4 Q g 1� N 4 SAN. < .SAN. 2 4".SAN. . G.O. STACK N CONTRACTOR TO 4" 2 2". CO L� O ❑ G.O. 4 4'. STORM Q J FURNISH AND 4". SAN 4%5ANT MIN. 4`.SAN. MIN. O rn In INSTALL A NEW 4" 2". SAN . SAN. LINE TO �I/8"/FT. MIN. al/8"/FT. MIN- THE EXISTING CONTRACTOR TO FURNISH AND SANITARY INSTALL A NEW 4". STORM LINE TO u o bo SYSTEM. (V.LF) DRYWALL SYSTEM. (V.I.F) w N ❑ Z 7 o w � J J PLUMBINCS RISER PLAN � LL L a PR J SGALE I/4"= 1'-0" ECT PRINTED SHEET I DAVE: NO.: DR WNISSUED P - 0 -01 BY DATE: 8 OV28/04 I III DESIGN LOAD SGHEDUL ,LI VE BATHROOM 60 LB/5Q. FT NOTE: PRIOR TO THE REMOVAL OF ANY EXISTING STRUCTURAL MEMBERS AND INSTALLATION OF NEW CONSTRUCTION, CONTRACTOR TO ENSURE THAT ALL TEMPORARY BRACING HALLWAYs/NON-SLEEPwG 40 LB/sa. FT A R C HIT E C T S SLEEPING 3 50T 305 East 46th Street AND SHORING IS IN PLAGE. CONTRACTOR TO BRACE AND SUPPORT EXISTING STRUCTURE AS TO ENSURE NO DISPLACEMENT OF EXISTING STRUCTURE INDICATED TO REMAIN. BBA-ONI' as es F New York,NY 10017-305, ROOFDEAD BATHROOM 20 B So . FT H YS 5 E- G F SLEEPING 212-3556555 A GO Y 212-355.6919fax Flo-OF SNe-mall:mfmacaluso@mindspdng.wm OW GROUND 45 LB SQ. FT NOTE: ALL NINDON5 AND DOORS TO REGIEVE STRUCTURAL HEADERS NOTE: ADJAGENT WINDOWS/DOORS TO REGIEVE STRUCTURAL COLUMNS 00 45 1-6/5G. FT SEISMIC GLA55 B AND JAMBS PER MANUFACTURERS 5PEGIEICATIONS AND AS JAMBS BETWEEN WINDON/DOOR UNITS REFER TO WINDOW/DOOR WIND LOAD 120 MPH CLIENT: RECOMMENDATIONS. GONTRAGTOR SHALL SUBMIT SHOP DRANINGS FOR MANE. 5PEGIFIGATIONS. uPu r _ -4544 PSF MA EXPOSURE GA E ORY TONY LIVE LOADS PER TABLE RBOI 4 AND P301.5 OFF THC- ARCHITECT'S APPROVAL. BUILDING CODE OF NEW YORK STATE. I F�RAZIANO HR WAY BA(SHORE, NY 11706 631 .242.2428 © ' 2004; MICHAEL-- J. MACALUSO, R.A. THIS SHALL' NOT BE CONSIDERED AN AUTHORIZED COPY ISSUED FROM THE ARCHITECT UNLESS HIS ORIGINAL SEAL AND ORIGINAL SIGNATURE ARE AFFIXED. ANY REPRODUCTIONS MAY NOT BE USED FOR ANY REASON WITHOUT THE PRIOR, WRITTEN P RMISSION FROM THE ARCHITECT. ;THESE DOCUMENTS HAVE BEEN PREPARED ELECTRONICALLY AND AS SUCH ARE KNOT PROTECTED AGAINST NEW 5TRUGTURAL 6'k 6", DOUG. FIR. 57RUG7URAL HEADER OVER, UNAUTHORIZED CHANGES. ALL PARTIES COLUMNS WITH "SIMPSON STRONGTIE LIVING ROOM FRENCH DOORS, � ARE HEREBY NOTIFIED THAT ONLY ' 'STANDOFF BASES"', ANGHORC-D TO NEW THOSE PAPER„COPIES BEARING THE , POURED GONG FOOTINGS SUPPORTING REFER TO LINTLE SCHEDULE, THOSE ORIGINAL SEAL AND SIGNATURE OF T MASTER BALCONY SHC-C-T GN-LI. � ARCHITECT :OF RECORD SHALL BE '- CONSIDERED AUTHORIZED BY THE ARCHITECT FOR USE. ANY N00 5TRUGTURAL HEADER OVER5TRUGTURAL HEADER OVER UNAUTHORIZED USE SHALL BE O UNDERTAKEN AT THE RISK OF THE GUEST SUITE FRENGH DOORS, �\ MASTER BEDROOM FRENCH REFER TO LINTLE SCHEDULE, DOORS. REFER TO LINTLE USER. SHEET GN-LI. SCHEDULE ON SHEET GN-1.1. - - - - - - - - - - - - r= � — - - - — SLI NEW GIRDER AT SEGOND FLOOR BALGONY TO BE "ANTHONY POWER BEAM" O - -- -- - -- _ - - -- - - —_ (BUELT UP 6"x6kN RPO5TAU ISSUE �� A� Cl) NITH EXISTING GIRDER TO i 8/2 BY ISSUE COLUMN __ ---_ 104 RPS PROGRESS SET "SIMPSON STRONGTIC- O REMAIN F p \ / III 2 8/24/04 RPS L48UED FOR 'STANDOFF BASE", CLIENT REVIEW ANCHORED TO NEW w / - GONGRETE PIER IN EXISTING cv -i z �x� F05T 8/02104 RPS ISSUED TO D.O.B.CRAWL SPACE. HIDE W1 K - - -_COLUMN IN INTERIOR WALL. _ -T PROVID UP(BUILT-UP 6 URAL COLUMNS - EXISTING LOAD-BEARING WALL ON EXTSTUNTx6" POST) TO BEAR t- IY AE BRAGS RIDGE,BEAM w RBOVE (3) LOCATION - - -- G FOUNDATION WALL. X > �, _--- TO RCMAIN, AND TO BE HIDE GOLUMN5 IN INTERIOR WALL. Z - EXTENDED AS INDIGATED ON FIRST FLOOR CON57RUGTION /�_ // — - PLAN, SHEET A-I.I. t- tL URAL COLUMN NC-W STRUGT tn - / (BUILT-UP 6"x6" POST) TO - X > G BEAR ON NEW ONGRETE PIER w T / HIDE COLUMN IN NEW WALL. u _ _ NCW GIRDER AT 2ND FLOOR W BRIDGE TO BE "ANTHONY POWER _ I--1 BEAM" 3000E 5-�"x q-a" — r-ONTRAGTOR TO REINFORCE NEW GIRDER AT SECONDA - EXISTING EXTERIOR WALL TO FLOOR BRIDGE TO BE 2'x NEW ONCRETE CREATE STRUGNRAL COLUMN AT - lo" DOUG. FIR. L� CION TO U SLABS. GARAGE GIRDER. SUPPORT NEW ' O O NEW GIRDER AT 2ND FLOOR EI - NEW GIRDER AT GARAGE BRIDGE TO BE "ANTHONY POWER (V CEILING TO BREAK SPAN OF (V - -_ - - ' u] NEW GARAGE RAFTER5 TO BE BEAM' 3000E 5- "x q- "(3) 1-34"x Ib" 2.OE G-P LAM Li LVL", MINIMUM S-}" BEARINGFn LLJ _-- -- - - LLJ p Z ^J W z � OY -LJ gaga .. J FIRST FLOOR STRUOTURAL PLAN SECOND FLOOR STRUCTURAL PLAN u �, Q SGALe: /a°= v-o" SCALE: /e°= r-o" 0 � b F- ECT *� US0 O Z FOR FOUNDATION AND GRAWLSFAGE STRUCTURAL DETAILS REFER TO 0.: DIE: SHEET o.: oA�rE: Na.: SHEET A- 1 .0. FOR ROOF 5TRUGTURAL DETAILS REFER TO SHEET A- I3 . FE RAWNSSUED S Y: DATE: RPIN OV28/04 I 101 � 1 ARCHITECTS JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING la,mim 305 Eaa1461h Seel ROOF FRAMING CAII New ve p,Nv 100na6se 212-355-6555RAFTER TO TOP PLATE (TOE-NAILED) 3-8D PER RAFTER z1z-355ssisrax CEILING J015T TO TOP PLATE (TOE-NAILED 3-8D PER JOIST e-mall:MjmacaWae@mindaptleg rum CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8- 1 GD EACH LAP CEILING J015T LAPS OVER PARTITIONS 8- 1 GD EACH LAPCLIENT:COLLAR TIE TO RAFTER (FACE-NAILED) 4-8D PER TIETONY G AZIANO BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END SIMPSON STRONG—TIE 208 FE R WAY GLST BAYSHO E, NY 11706 RIM BOARD TO RAFTER (END-NAILED) 2- IGD EACH END • : . / 631 .242428 WALL FRAMING o TOP PLATE TO TOP PLATE (FACE-NAILED) 2- 1 GD PER FOOT TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4- 1 GD JOINTS EACH SIDE ©"yl: 2004 MICHAEL J. MACALUSO, R.A. STUD TO STUD (FACE NAILED) 2- IGD4" O.C. FI THI: SHALL INOT BE CONSIDERED AN HEADER TO HEADER (FACE-NAILED) I -GD I G" O.C. ALONG EDGES AUTHORIZED'' COPY ISSUED FROM THE • ARCHITECT UNLESS HIS ORIGINAL SEAL TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2- 1 GD PER 2X4 STUD ANY REPRODUCTIONS MAY ARE AFFIXED. 3- IGD PER 2XG STUD FOR ANY REASON WITHOUT THE PRIOR, • WRITTEN PEIYMISSION FROM THE 4- l GD, PER 2X8 STUD ARCHITECT. BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, END JOIST, OR 2- 1 GD PER FOOT BTHESE DOCUMENTS HAVE BEENLOCKING (FACE-NAILED) SIMPSON STRONG TIE © PREPARED ELECTRONICALLY AND AS RIDGE DETAIL MODEL SIMPSON HURRICANE TIE SUCH ARE NOT PROTECTED AGAINST UNAUTHORIZED CHANGES. ALL PARTIES LOOP, FRAMING HHUS410 CSD RAFTER DETAIL MODEL ARE HEREBY' NOTIFIED THAT ONLY I- II THOSE PAPER COPIES BEARING THE GAUGE 14 FASTNERS TO PLATES- FACE 30-16d, JOIST GAME 18 FASTNERS TO RAFTERS 4-81), PLATES 2-8d, ORIGINAL SEAL AND SIGNATURE OF THE JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8D PER J015T 10-16d. ALLOWABLE LOADS- DF/SP SPECIES HEADER- TO STUDS 8-8d, UPLIFT1958, DOUG-FIR LARCH/ SO. PINE ARCHITECT OF RECORD SHALL BE UPLIFT (133) 2855 UPLIFT (160) 3430, FLOOR (100) ALLOWABLE LOADS UPLIFT (133) 930 UPLIFT (160) 985, CONSIDERED AUTHORIZED BY THE BRIDGE TO JOTS (TOE-NAILED) 2-BD EACH END 5190, SNOW (115) '5900, ROOF (125), SPF SPECIES LATERAL (133) F1 560. ARCHITECT FOR USE. ANY BLOCKING TO JOIST (TOE-NAILED) 2-8D EACH END HEADER-FLOOR (100) 4385, SNOW (115) 5040, ROOF UNAUTHORIZED USE SHALL BE (125) 5480. UNDERTAKEN AT THE RISK OF THE BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3- 1 GID EACH BLOCK USER. LEDGER STRIP TO BEAM (FACED NAILED) 3- 1 GID EACH JOIST �. % J015T ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER JOIST BAND J015T TO JOIST (END-NAILED) 3- 1 GD PER JOIST F, —� BAND JOIST TO SILL OF TOP PLATE (TOE-NAILED) 2- 1 GID PER FOOT It ROOF SHEATHING SsuE LOQDATEI BY WISM STRUCTURAL PANELS 8D G" EDGE/ 12" FIELD ° ° + - 6/@4/Q4 IRPs UMF� W DIAGONAL BOARD SHEATHING o Sloyllp4 RIPS Iasu�nToaoa I "XG" OR I "X8" 2-8D PER SUPPORT 51mp so" 5cron Tie I "X 10" OR WIDER 3-8D PER SUPPORT HRG22 e CEILING SHEATHING SIMPSON HURRICANE TIE STUD TO TOP PLATE DETAIL MODEL H6 HIP RIDGE CONNECTOR STNER TO GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD MODEL HRC22 TOUGE STUDS 8A8d, UPLIFT AVG E39838d DOUG-FIR LARCH/ SO. PINE RIDGE 2X OR 13/4", FASTNERS CARRYING MEMBER 16-10d ALLOWABLE LOADS UPLIFT (133) 915, WALL SHEATHING X 1 1/2", FASTNER FOR EACH HIP 2-10d X 1 1/2", UPLIFT (160) 950, LATERAL DOWN AVG. ULT., DOUG FIR LARCH/ SO. PINE ALLOWABLE (133/160) Fi 550. LOADS UPLIFT (133) 240 (160) 290, FLOOR(100) 720, SNOW (115) 830, ROOF (125) 900. SPRUCE-PINE-FIR STRUCTURAL PANELS 8D G" EDGE/ 12" FIELD ALLOWABLE LOADS UPLIFT (133) 210, UPLIFT (160) 250, FLOOR (100) 625, FIBERBOARD PA!dELS SNOW (115) 720, ROOF (125) 780. 7/ 1 G" GD 3" EDGE/ G" FIELD 25/32" 8D 3" EDGE/ G" FIELD AF2 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/ 10" FIELD HARDBOARD 8D G" EDGE/ 12" FIELD O F2 PARTICLEBOARD PANELS 8D G" EDGE/ 12" FIELD ODIAGONAL BOARD SHEATHING eo EdI "XG" OR I "X8" 2-8D PER SUPPORT I "X 10" OR WIDER 3-8D PER SUPPORT e 0 0 J SIMPSON TIE HEADER WALL SHEATHING / � wr STRAP DETAIL MODEL HH 66 o z Q z ce STRUCTURAL PANELS HH6 - W 3.5", H 2 13/16 4 IASTNERS FOR STUDS C) W W 6-16d. FOR HEADI " OR LE55 BD G" EDGE/ 12" FIELD ALLOWABLE LF4DSE RS 1085 < ) F66d-1 95,N(133) F2AVG. 97 1065, Q J GREATER THAN I " IOD G" EDGE/ G" FIELD �! R w O [] DIAGONAL BOARD SHEATHING . gd N : a - �0CDU) f- I "XG" OR I "X8" 2-8D PER SUPPORT Simpson Strong—Tie meson Strong—Tie Ll O S I N 10" OR WIDER 3-8D PER SUPPORT PHD O ,do W Z' GAUGE 14 DIM. W-3", H-9 5/16, B-2 7/8" C 1 3/8". 1/4" X 3" WOOD 51-REW, ZING. FASTNERS PER GARTON NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED G" ON-CENTER AT THE PANEL EDGE, IF WALL FASTNERS ANCHOR DIA. 5/8", NO OF SIMPSON SDS 1/4 950. DOW FIR—LARGH/501.)THIERN PINE ALLOWABLE X 3 WOOD SCREWS. AVERAGE ULT 12,520. ALLOWABLE LOADS_ WOOD TO WOOD (OF TO OF) 228, 10 GAUGE c TENSION LOADS 2-2X AND GREATER VERTICAL WOOD 5HEAR (100) 306, 3 GAUGE 5IHEAR (100) 327. r �� Z LL' SHEATHING IS NAILED 3 ' " ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEUR CAPACITIES, NAILING MEMBER (133) 3610. HOLDDOWN DEFLECTION AT HIGHEST 5PRUGE—PINE—FIR ALLOWADLE LOAD5_ HOOD TO WOOD O REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS ALLOWABLE DESIGN LOAD FLUSH — .033. HOLDDOWN (SPF TO 5PF) 177, IO GAUGE 5HEAR (100) 264, 3 &AWE J7 DEFLECTION AT HIGHEST ALLOWABLE DESIGN LOAD RAISED 5HEAR (100) 254. CODE REF., 27, 96 f 1 7 SHEAR PLATES SHALL BE USED TO MAINTAIN THE LOAD PATH . CODE REF. 31, 98. u L WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS P OJECT PRI TED SHEET N .: DATE NO.: SHAL BE PERMITTED TO BE REDUCED TO I - I GD NAIL PER FOOT. o-ou [lAWN ISS ED v — : DATE: RIPS 01/R8/04 1