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Home My WebLink About39709-Z . "r;�EFOIXC. Town of Southold 4/20/2017 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38907 Date: 4/20/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 830 Eastwood Dr, Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-340 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/20/2015 pursuant to which Building Permit No. 39709 dated 4/27/2015 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 AND ALTERATIONS INCLUDING A SIDE DECK, COVERED FRONT PORCH, TWO-CAR GARAGE AND RECREATION ROOM WITH BATHROOM IN BASEMENT, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Picchione,Arthur&Picchione, Gina of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39709 04-12-2017 PLUMBERS CERTIFICATION DATED t or' d Signature FDL,rCD TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39709 Date: 4/27/2015 Permission is hereby granted to: Picchione, Arthur& Picchione, Gina 17 Burrwood Ct East Northport, NY 11731 To: Additions and alterations (deck and sunroom) to an existing single family dwelling as applied for. At premises located at: 830 Eastwood Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 110.-3-10 Pursuant to application dated 4/20/2015 and approved by the Building Inspector. To expire on 10/25/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $462.40 CO -ADDITION TO DWELLING $50.00 Tota . $512.40 -Building In pe or ��SOFEnc��oTOWN OF SOUTHOLD BUILDING DEPARTMENT z TOWN CLERIC'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40238 V vD VJ -1 Date: 11/4/2015 Permission is hereby granted to: Picchione, Arthur 17 Burrwood Ct East Northport, NY 11731 To: Construct additions (garage and covered porch) to existing single-family dwelling as applied for. At premises located at: 830 Eastwood Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 110.-3-10 Pursuant to application dated 10/21/2015 and approved by the Building Inspector. To expire on 5/5/2017. Fees: CO -ACCESSORY BUILDING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $464.00 Total: $514.00 BuilgInspect Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT 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: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water-supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead_ 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual,natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,( dditions to dwelling$50.00)Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 /Date. New Construction: Old or Pre-existing Building: V (check one) Location of Property: D House No. Street Haml Owner or Owners of Property: e, b V1 P Suffolk County Tax Map No 1000,Section C 0 Block _�j Lot / Subdivision 2 Filed Map. Lot: Permit No. J Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $�60 Applicant Signature pF SO(/r�®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ' aQ roper.richert(-town.southold.ny.us Southold,NY 11971-0959 Q �ycOUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Picchione Address: 830 Eastwood Drive City: Cutchogue St: New York Zip: 11935 Building Permit#. 39709 Section: 110 Block: 3 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Gerarti Electric License No: 40564-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt 46 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 12 Wall Fixtures 8 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 71 CO Detectors Sub Panel 2 A/C Blower 2 Range Recpt 20A Fluorescent Fixture Pumps Transformer AppliancesN Dryer Recpt 1-20 Emergency Fixture Time Clocks Disconnect 1;1 Switches Twist Lock 1-30 Exit Fixtures TVSS Other Equipment: 2- Combination Smoke/CO Detectors, 2- Paddle Fans, 200A Overhead Service, 8- LED Lights. Notes: Inspector Signature: Date: April 12, 2017 0-Cert Electrical Compliance Form.xls RD [EC ROVE D Arthur Picchione APR 1 1 2017 830 Eastwood Dr $Ud1LDING DEPT. Cutchogue, Ny 11935 TO"OF SOUTHOLD Permit#39709 This letter is to confirm that only pex was used in the house, all existing copper was removed and replaced with pex.There are no solder connections on premise. l/ 0. raF SOUTyOIO IOUNiN,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ 7OOU DATION 1 ST [ ] ROUGH PLUMBING [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: SF DATE - INSPECTOR-21< ' f4f s 0 Cfl cou TOWN OF SOUTHOLD BUILDING DEPT.. 765-1802 INSPECTION [V(FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: U D AT E O��pF SOUr,�ol �lycOUM'I,Nc`� TOWN OF SOUTHOLD, BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] NDATION 2ND [ ] INSULATION [ FFRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING , REMARKS: J DATE INSPEC-TOR-9;'( _4 OF SOUTyo! ��'yUOUM'1,0c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON [ ] FOUNDATION IST [ ROUGH PLUMBING [ ] FUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL- , [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: /�X Dk-' i�ee_ dtn0 �7 DATE �$ INSPECTOR - pF SOUj�o �o courm,��' .TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- [ ] FOUNDATION IST [VJ K GH PLUMBING -2 [ ] F UNDATION ND [ INSULATION IQ`3v [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION�l� � [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [p,,rCAULKING REMARKS: e DATE S / INSPECTOR ' �o��OF SO(/lyolo �ycOUtliV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST- [ ] ROU PL13G. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ' PMft, 4la... 6 la �MLAJy C6 h41,� 10 "Vi gr,&Xe� Aga V;�a , tdp�--M,S 6QA 0 D er�o�✓ � � v� . DATE qINSPECTOR 4 � �Of SO//T�, �o� opo N o ply 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ LECTRICAL (FINAL) REMARKS: w ov, V2 scflV4o� O*W46 ot"e-o"r CID PAZ AY—w ovv1 Q� U X � � `�+�• JV i DATE INSPECTOR SOUTyOIo n °� ® �o TOWN OF SOUTHOLD BUILDING DEFT. 765-1602 'INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: / 7 ! / DATE INSPECTOR 09 KENNETH SCHULMAN \ ARCHITECT, I:C. .200 LYNN AVENUE E.NOP.THPORT, N.Y 11731 TEL./IM. (631)368-2388 July 20,2016 Town of Southold Department of Buildings D [EC50'V[E a Re: Picchione residence JUL 2 5 2016 830 Eastwood Drive, Cutchogue BUILDING DEPT. TOWN of SOUTH®LD To whom it may concern, I hereby certify that all of the beams specified on the plans as microlams have been changed to paralams, of the same dimensions. These paralam beams are structurally sufficient to support all of the loads applied to them. In addition, a water pressure test has been performed by a licensed plumber, and no leaks were found ithe pressure was found to be sufficient. Sincerely, Ken ��SG,- ulm an R.A. 301-207 KENNETH SCHULAJAN ARCHITECT, P.C. Ilk 209 LYNN AVENUE E.NORTHPORT,N.Y. 11731 TEL./FAR. (631)368-2388 June 23, 2016 Town of Southold Department of Buildings 0 [9(9[EOV'2 D jUN 2 7 2016 Re: Picchione residence 830 Eastwood Drive, Cutchogue IsUMDR;G IDE' TOWN()F So u 17HOLD To whom it may concern, I hereby certify that the new roof rafters, in the expanded master bedroom, and their connection to the new exterior wall are structurally sufficient to support all of the loads applied to them. Sincerely, Kenneth Schulman R.A. ,ReD ARS' JA 1 — r r ' - ROUGH FROMC "LUMMI .L �! . .1 Tor IMULATION PEA N. /STATE . , . A MIA ' t9n= FEW- Alm • a a e ' •��'"� int �_� --- - ---�-� - I''1111111P, � / ms I �_/L�i/f�/«a ..�...c '��r ..i,oin a.,�ia , ..._ J'�- ir..�irriy/ � ■� J a .. r � r !I)+ �� ` � r l►l�lL�iYI��I� I TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Q Board of Health SOUTHOLD, NY 11971 \j O �� j, ` 4 sets of Building Plans TEL: (631) 765-1802 ` Planning Board approval FAX: (631) 765-9502Q� Survey SoutholdTown.NorthFork.net PERMIT NO. 4 �l� Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application f� Flood Permit Examined ,201 ) Single&Separate I OCT Storm-Water Assessment Form Contact: /�� Approved ,20_ �_� BLDG DEPT. Mail to: "( lG 2L-(LL1A X- fz_ Disapproved a/c TOWN OF SOUTHOLD -- Phone: Expiration ,20_P Bu ldin pector APPLICATION FOR BUILDING PERMIT II i Date 2 , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by 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 be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, ag t, architect, gineer, general contractor, electrician, plumber or builder Name of owner of premises Aor r,-- , CGS (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. Locat' land =h )roposed work will be done:P�DO�JdJ' rcUI' House Number treet Hamlet -'�? County Tax Map No. 1000 Section Block''�r" . Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and ended use and occupancy of �econstruction: a. Existing use and occupancy :F ? /c b. Intended use and occupancy g4 1p7 f,:�:: JA /6/� 3. Nature of work(check which applicable):New Building 5'Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height 5 Number ofStories - 9. Size of lot: Front /Rear Depth 10. Date of Purchase Name of Former Ownerd 11. Zone or use district in which premises are situated F T 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO/ 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YESZNO 14. Names of Owner of premisesPleclom� Address Phone No. -7 7 c/7¢ Z Name of Architect --CN C Fl Ly A e- ZZ— Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY B�QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSU1 JC, 141 C being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the AZ C/� Tc!gz: (Contrac or,Agent, Co orate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this al day of CL406.e,� 20 Notary Public TRACEY L. DWYER Sig tur of Applicant NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2!-1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? k TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1502 Planning Board approval FAX:(631)765-9502 Z ^� Survey ✓ SontholdTown.NorthFork.net PERMIT NO. ✓ / Check ✓ Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined f '20 Single&Separate 11,2-7 ' Storm-Water Assessment Form Contact: Approved 20L__ Mail to: Disapproved a/c ` Phone: Expiration .20 l= ELBuilding Insp APPLICATION FOR BUILDING PERMIT APR 202015 Date ,20 INSTRUCTIONS t F'I P,6 a�'Tl s application M ST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship-to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspectorwill 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 inp art 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 be required_ APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) U0 do (Mailing address of applicant) 11173/'l>2J/ State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder / Name of owner of premises L�\ t O✓l 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. cic�\ Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 17 House Number Street ramlet County Tax Map No.1000 Section 1 U Block � Lot J Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 5 yxs,%Ve 1-\Q'�VAO b. Intended use and occupancy Po�-e x '4A d:17 v\ 3. Nature ofwork(check which applicable):New Building Addition '> Alteration Repair Removal Demolition Other Work- 4. ork4. Estimated Cost Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any.Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO_X_ 13.Will lot be re-graded?YES NOWill excess'fill be removed from premises?YES NO X 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO x *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. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions"with respect•to this�, roperty?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY'OFA being duly sxygm,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH ( Notary Public,state of New York (S)IIe is the No.01BUSISS060 '(Contractor,Agent,Corporate Officer,etc.) Quamw Commiselon Explres April 14,�–—Z)/� of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief-,and that the work will be performed in the manner set forth in the application filed therewith. Sworn tq,before me this day of,/A4" 20t�— Notary Public Signature of Applicant - Scott A. Russell �,SUFfQ ^� SUPERVISOR% U3 hAANA(G]EIMUEN`7C' SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 �� Jd� Town of fSo u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK AU THAT APPLY) Yes No ❑[ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface_ ❑ B. Excavation or f filling involving more than 200 cubic yards of material ' within any parcel or any contiguous area. ; f ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[tf D. Site preparation within 100 feet of wetlands, beach, bluff or coastal I erosion hazard area. ❑ ' 'E. Site preparation within the one-hundred-year floodplain as depicted =Or IR-M--Map-=o -a-ay-wa-ercour---se.=---.,-_... - t.' ❑ f- Installation of new or resurfaced impervious surfaces of 1,000 square - feet or more,—unless prior-approval-of a Stormwater-Management- Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered.NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) .C.T.I `= p00Date 'Lt O V NAME: �/ I rT`� r �l� `{/ /L /l (.' 0� � � � 2/ �✓f Section Block Lot FOR BUILDING DEP.A RTNIENT USE OND' Contact Informauotr "facpimm•NwnAcri Reviewed By: — — — — — — — — — — — — — — — — — — Date- Property ate �(� �,—�5 Property Address / Location of Construction Work- — — — — — — — — — — — — — — — C7` � � Approved for processing Building Permit. �4 Stormwater Management Control Plan Not Required. CU4:� F1Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM " SMCP-TOS MAY 2014 Town Hall Annex .; - Telephone(631-1802 54375 Main Road _ Fax(631)734-9502 P.O. Box 1179 to Z Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION•M.TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED_ W000 CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date: 0 ( f Owner:_ V/ �' C-j Location of Property: Please take notice that the (chedk 6�l , bW line): 7�0 New residential structure � � X475 Addition to existing residential structure Pehabilitation to an existing.residential stricture ' :to be constructed or performed at the WN 0erty`rderence above wifl utilize (check applicable line): _ Truss type construdtiori:(TT) , Pre-engineered wood constrt%ciidn (Pffl z Timber construction (TC) in the folio 'ng location(s) (check applicable line): Floor framing,*0�AA_ f Roof f-rarbing-(R): Floor and roof kirnin (FRS Signature: n /� Name (parson submitting this4ni/1): Capacity(check applicable line): Owner KOwner representative- TrussResReg15-docx Effective 1/1/2015 Town Hall Annex J [ Telephone(631)765-1802 54375 Main Road C/, �ax(631)765§g P.O. Box 1179 _ `Q roger_richert(altown.soutio .ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: A2-T'de c0 Date:...244 Company Name.- Name: rt`_r ✓t�� v License No_: _ Address: c Wes�f 'i-- peer 4 Phone No.: I JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: ® UV_aJ G *Phone No_: 63 t Q 1-7 e( a1V 2-4 Permit No.: S cl 9 09 Tax-Map District: - 1000 Section: t 0 Block:_3 Lot: L *BRIEF DESCRIPTION OF WORK(Please Print Clearly) k.,J O QCA An 2-00 -k�D erg 2 g tk e (Please Circle All That Apply) *Is job ready for inspection: ONO Raugh In Final *Do-you need a Temp Certificate: YES NO Temp Information (if needed) 'Service Size: 1 Phase 3Phase- -100 150 200 300 350 400 Other 'New Service: Re-connect' Underground Number of Meters Change of Service Overhead (n� W 4dditionai Information: PAYMENT DUE WITH APPLICATION ( (0 1 ` 82-Request for Inspection Form t1� !• Y 4.rY 1r IY dl ul�� 1 r.. IL t �t lye '.f 'r �. /.a ;a �fi r fir• '� ��a � �': � '� � � � ��t'`• "�".!� L, � ^ h 71.1 -� yy� •' . J• sy r ;.r 1�= �. ''�`' !�" �, *� �� 4�� . . � � . II � , , �, �� ' , y W r � _ � � ' ,� :'� '� � M ,: 1 � �. � _ � ` A_ f Y � w i ,iV is I d16, t Sent from Whone s w l r AL ww r Mo 8,.' .a `�;E• Y ,fie,.t. •i' b a ,. 14 r 1 c , - .- r .. M Al— x- AN w pm ■ r: �# k r " 447 f +# 410 r WL or _ +1�� Ji ♦ •� i 'mil.' m . 1 a11pJG r 4 " tiro 14 r , " T j r rr r 'lam � „ ♦ .irr � .�-it� f� - �. r , .� J AO Ar.. i. • . a,. .. M IMP ` -46 : op �. SOW 14 Iwo i i - F ri 0 .. M T a 4 " J - 'Ar. - + Verity, Mike From: Artie P <apicchione@aol.com> Sent: Monday, June 06, 2016 11:05 AM To: Verity, Mike Subject: Fwd: Ridge straps 3 Artie P. Begin forwarded message: From: Jere Clifford <jerecliffordkgmail.com> Date: May 25, 2016 at 1:47:35 PM EDT To: Artie P <apicchione@aol.coin> Subject: Ridge straps 3 r 1 f d A- t r ' * rill s r a br Ar- r 6 NammeL .� doo ;— • .. 1 jw PL , - r ,,Y,r t lin S look g A i n ...rte.. .. . r A~ Ir / w q IL or _r s IPA , 7 1s+�10 1 64 Y 'i. _. _ sem-- � _ ''�►�, .�, _ s iM IPL lw s f e JF. A. �jr •:-� ti PoM r � 3 ^ R � �.a I •. �. •. r.s N � 'a. �r t 4 4 r Io $ ;w i t * � OR IAW a rA M • '"� 1p I T R r + 4t i ii A � �. .�+R� " •� _ �, irk+w 1 t _ I I" Ak 46 1M r 4 t # 40 Y v rp 1 TOW FSOUTHOLD"PROPERTY , RECO.RD -CARD `/°-�'�� -J i ,OWNER S EET VILLAGE} DIST: SUB.'S LOT r lv-1-41w"a ?FPRMENOWR f N E ACR: too rl Q�f'f`�/ I'L ;(.� S W TYPE OF BUILDING kc �w vi�l J/ RES. SEAS. VL. j FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS L�—AV,��..t`' 121,51-73 �3 L fl E et'. # o Z 2 !3y L t� MC w :' o u s P' �'. rte+ L(472 I�fofe� el ��J 37s;s4 4L 0 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD �/' •� _ 7. House Plot DEPTH �(1 . f DOCK Total ;-Vit• �r• f;` ; , COLOR ' *f' • f; &p �,��LIF'd^�kt��ii 1 r �V.f .,,._�- 'i��1f�'t� � r •i ta';',i s'� �" pm . . a�.rJ e. y'f� 1 TRIM j i .; � 'X7 S`•l.;.' -� .. „°'""%uta.•��,_e�';'""�•� i ;r' '1�`` �• 4 40 � ,�N•+ Kms'. x,: 'p:rt,`r'�"<-..; �,t;,-'�.; «�. j .• ,..:,,,. ., '. ::;'.'fig. --' . {-- M. Bldg. 4° Ll �� Foundation Bath Dinette Extension Basement Floors J' A� K. Extension Ext. Walls S1 �r�1 Interior Finish LR. _ Extension Fire Place Heat DR. 7k S= Lj a Type Roof Rooms 1st Floor BR, Porch d x 0 5� Recreation Roorr Rooms 2nd Floor FIN. B. Porcf� f 5) Dormer Breezeway Driveway Garage Patio 0. B. Total • t �� / µ�' KEA111V J 1 H SCHULMAN ARCHITECT, P.C. 209 LYNN AVENUE E.NORTFIPORT,N.Y. 11731 TEL./FAX. (631) 368-2388 December 1 7,201 5 Town of Southold Department of Buildings Ree Picchione residence 830 Eastwood Drive, Cutchogue To whom it may concern, In accordance with section R309 of the 2010 N.Y.S. Residential Building Code , a 3/4 hour fire resistance rating shall be provided vertically and horizontally in the proposed garage for a distance of five feet between the existing residence. Sincerely, Kenneth Schulman R.A. ,,a ARS NO 02663' OF NEA a S.C.T.M. NO. DISTRICT: 1000 SECTION: 110 BLOCK: 3 LOT(S): 10 LOT 2 (VACANT) (WOODED WITH NO STRUCTURES) I , LANOFN/F N57042'00"E 160.00' SPIKE JOAN NUGEN7 'PIPE 0.3'S 0.4E M ASPNdT ORNEWAY W C � ZV a U.P. CO W —MON. 71.6' • 25.3' w CONC. O PATIO A 1 STY FRM. CONC. DWELLING + STOOP 1830, LOT 1 � A LAND N/F CELLAR = O OF ENT. CAROL COURTNEY 5.3' 57.0' O ."CN'AY O WELL 0 Q z' LO o — -—_ STK. ! MON. --a S57"42'00"W160.00' .160.00' , SOUTH CROSS ROAD U.P.`C U.P. THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:22,400.00 SQ.FT. Or 0.51 ACRES ELEVATION DATUM: ------------------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECAON 7209 OF THE NEW YORK STATE EDUCATION LA'W. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURbEYOR'S EMBOSSED SEAL SHALL LNOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON-FOR'WHOM 'THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSXNEES OF THE LENDING INSTITUTION, GUARANTEES,ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOkN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A, SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED ,TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 1 CERTIFIED TO: THE ROMAN CATHOLIC DIOCESE MAP OF: EASTWOOD ESTATES OF BROOKLYN; FILED: NOVEMBER 16, 1962 No.3683 SITUATED AT: CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PMC SUFFOLK COUNTY, NEW YORK -* Professional Land Surveying and Design J P.O. Boa 153 Aquebogue, New York 11931 FILE 13-'148 SCALE: 1"=30", DATE: AUG. 24, 2013 — PHONE'(831)298-1588 PAX (631) 298-1588 M Y.S LISC. ISO.' 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk �l "'Z REScheck Software 'Version 4.6.1 Compliance Certificate Project 1ST STY ADD. Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 16% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 830 EASTWOOD DRIVE KENNETH S. SCHULMAN CUTCHOGUE, NY 209 LYNN AVE EAST NORTHPORT, NY asses using UA trade-off compliance, 0.9%Better Than Code Maximum UA- 114 Your UA- 113 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Assembly or U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 656 30.0 0.0 0.035 23 Wall 1:Wood Frame, 16"o.c. 529 13.0 0.0 0.082 35 Window 1:Wood Frame:Double Pane 60 0.330 20 Door 1:Solid 20 0.260 5 Door 2:Glass 23 0.330 8 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space656 30.0 0.0 0.033 22 Compliance Statement: The proposed building design describe . .grr t0 the building plans,specifications,and other calculations submitted with the permit application.The propoOdin s- ds}gned to meet the 2010 New York Energy Conservation Construction Code requirements in REScheckVr n�.'4.�. and to a �Mth the mandatory requirements listed In the REScheck Inspection Checklist. � f Name-Title gnatur`FA-r" Date L x.026531 Project Title: IST STY ADD. Report date: 03/22/16 Data filename: C:\Users\me\Desktop\ENERGY CALCS\schulman\EASTWOOD.rck Page 1 of 1 .p REScheck Software Version 4.6.1 Compliance Certificate Project FINISHED BASEMENT Energy Code- 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Climate Zone- 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 830 EASTWOOD DR KENNETH S.SCHULMAN CUTCHOGUE,NY 209 LYNN AVE EAST NORTHPORT,NY Compliance. 7.1%Better Than Code Maximum UA: 141 Your UA, 131 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies or U-Factoiir UA, Ceiling 1, Flat Ceiling or Scissor Truss 1,052 19,0 0.0 0.051 54 Wall 1.Wood Frame,16"o.c. 907 13.0 0.0 0.082 73 Door 1:Solid 17 0 260 4 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building,ha__ eedesigned to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6a -to �y` the mandatory requirements listed In the REScheck Inspection Checklist. � �i�N S e Name-Title Sig tur , 1 ��\� Date �. ��•fes`�u3 i Project Title, FINISHED BASEMENT Report date: 06/30/16 Data filename: C:\Users\me\Desktop\ENERGY CALCS\schulman\EASTWOOD DR.rck Page 1 of 1 3 " v EH-T Rio k I T 1-! 13 �T _ NST F . 5,�T Zll Ztl 2 1 T T - T T T "— T I 577. Ll3 3 Z z C. o . l� a b-cz y C, P,T fl t-T I � I.J. c, FSS ' .�,� �• o• c. o t't 3 SHEET TITLE 2� PROJECT NAME4tj 7r - �.; 3`,,;, 83 0 ��z IBJ o a� t-a�•-`--c.-USC'c�-�I-a C:q u KENNETH SCHULMAN jvo.02G539 DATE, Cf- I ARCHITECT,P.C. 209 LYNN AVENUE sr ALE: Q � m E. NORTI•IPORT, N.Y. 11731 BYi Ti s TEL./FAX. (631)368-2388 JOB NOS (n 2 SHEET NO. Spaces architecture 410 W Montauk Hwy, Suite 2 ROOF RAFTERS AT 16" 00 - Lindenhurst, NY 11757 V400D STUDS AT 16" ON CENTER REFER TO PLANS phone 631.225-8705 fax 631.225-8707 I PORTION OF 8d COMMON NAILS IN EACH spacesarchitects*aol.com HALL TO BEwww.spacesarchitects.com REMOVED FOR END OF STRAP TIE - INSTALLATION OF 2 X 6 HOOD PLATE SEE TABLE 3.4A AND 3.48 ON DHG A.5 NEVA SLIDING ad COMMON NAILS IN EACH DOOR 3/4" PLYWOOD 5U5FLOOR END OF STRAP TIE - SEE +�+,,. l 1/4" X 20 CAGE METAL STRAP TABLE 5.48 ON DHG A.5 C I I + TIE AT EACH RAFTER L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _I I —I J I I/4" X 20 GAGE GALVANIZED } - - }- I- - - ----� -(Pit '-5" METAL STRAP TIE AT EACH STUD FLOOR FRAMING AT 16" OG - CEILINO FRAMING AT 16" OG - I EX15TINO SILOO REFER TO PLANS REFER TO PLANS I- DOORS TO BE I ( REMOVED 5" 56ZUARE HASHER AT EACH (2) 2 X 6 VAOOD PLATE L_ — —I— — _ ANCHOR BOLT - TYPICAL 2 X 4 TREATED HOOD PLATE Partial [�err�ollition Plan I 5/8" ANCHOR BOLTS - SEE scale: 1/4" I'-O" - CHARTS 5.2A, 5.28 AND 5.2G J ON DRAWING A.5 HOOD STUDS AT 16" ON CENTER THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE AND SHALL REMAIN CONCRETE FOUNDATION - THE PROPERTY OF THE ARCHITECT. ALL DRAWINGS & WRITTEN MATERIAL REFER TO PLANS APPEARING HEREIN CONSTITUTE THE ORIGINAL & UNPUBLISHED WORK OF THE 1 I I I PRODUCED,ARCHITECT ED,USEDROR DISCLO©ONSE SPACES HOOT THE WRITTEN ( I I CONSENT OF THE ARCHITECT. I I I BEARING POCKET - I I I I TYPICAL DOWEL NEW I L - - -- - - - - - - - - - - - - - - - - - -- - - -- - - - - - - -- - - -- - - - - - - -- J I Tical Uplift Connection Foundation 3 Typical: U lift Connection Wall to Roof FOUNDATION INTO U EXISTING VAITH 3 #5 -- —— — ==— — — ——— — — ——— — — — — — —— — — f�.� scale: I I/2" = I'_O" ,4. Scale: I I/2'� w 1'-0" BARS - TYPICAL I r-- - - -� r - - — , � r -- - - � — I00 . . I I NAILER - BOLT I :. I NEVA FOUNDATION UJJ TO HALL 16" OG I I AND FOOTING TO I `� BE STEPPED DOWN TO MEET EXISTING I * I — —_ _ _ I I =.. I AT 1:2 MAX SLOPE _ _ o NEH FOUNDATION — _ _ _ — I °t I m a+ t� AND FOOTING TO ( :: I _ _ _ _ I I v q ( :. I V q A ' OL BE STEPPED DOWN `I `'' I — Q I I O O rvn !Y TO MEET EXISTING — I NN X I _ ,b O I AT 1:2 MAX SLOPE — ` — — j _ — m , I wz I '• lu ILq � .• jqt- I — � � r NEW S" POURED CONCRETE I *,;:..:r •,. my_� I o In FOUNDATION WALLNEVA CRAI^L 4X4 TREATED HOOD ON 16"XS" POURED SPACE VENT I P05T ON 12"�X3'-O" CONCRETE FOOTING VAITH (2) NO 5 BARS I �; I I ( I DEEP POURED I CONCRETE FOOTING - CONTINUOUS L- - - -_ - - - - -- - - - - -- - - --- - -- - - - J I 2 2X10 2 2X10 TYPICAL OF 2 _° 777- 777' rqr°, ; w .+ .. 4� •� .L. °' — — — — — — — - - -- - - - - -- — —— — —" —— — — —— — — —— — — —— — — ——— — ——— —— I-- il SEARING - - - - - - - - - O :< • r - •� . °:• POCKET - :• .s • . w L to TYPICAL Sl-011 t3 ._ d.. 25'-O" 7'-I" 8,—oil C N NEW CRAWL NEVA CRAWL 2" POURED _ o SPACE VENT SPACE ACCESS CONCRETE 24"XIS" MIN 51ZE PAD AT BASE � M �- pp o WITH 16"XS" VENT OF STAIR o ® CL Partial Foundation Plan oZ 00 scale: 1/4" = I'-O" a 7- 0ma W o ROOF CONSTRUCTION: 255# ASPHALT 5HINGLE5 - Q ccoo U n U-0 COLOR AS PER OWNER 2 LAYERS 15# FELT RIDGE CONGEALED tw 1/2" GDX PLYHOOD VENT FLASHING 2X10 RAFTERS 16 OC0 Cd 8 1/4" R-50 INSULATION A b 1/2" 0YP5UM BOARD i CONGEALED FLASHING � I � project no. 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Wwt .�,w .M w/ w"iKx .M Table 3.2C Sill or Bottom Plate to Foundation Connections (Anchor Bolts,)Nailing Schedule Resisting Uplift Loads from Wind - Exposure B(Prescriptive Alterriative to"Fable 3-2)Nuniber of Nuniber of CONCRETE & FOUNDATION NOTES Joint rponConinion Nails Bot Nails lGENERAL NOTES 1.All footings shall bear on virgin soil having d InInnnurn bearing capacity of (1)ton per square foot.All 1. 'These notes shall apply to the GenQral Contractor,each Su6-coiitrctor arid the Owners own forceks.Each Contractor shall exterlor footings short be d iriltilmuili of 3'-O"below grade unless noted otherwise In Plans.ROOF FIWIANG 'I'lifte Sccolld(;Us(willd study arid fanifilarlLe himself with the site and with all trode5 arid parts of tire work.Each Contractor shall cooperate a lid coor -unsuitable bearing material shall be removed arid footings carried to tile 95 I In 2 2.All existing fill,roots,arid other Ft indinate his work with the work Qfother Contractors.lCiftef to I oil Plate (%CC Table 3AA) (sceTable JAA) pei ralter SI)ccd(inph) bottom ol'such excavation.Contractor to verify ssumed soil bearing capacity and assume full responsibility to I* oI (see'rable 3AA) (jee Table 3AA) pe[jols( hottom[,late to Foundation Anchor d3tion Suppoilitig Nia-tonum Anchoi Bolt Spacolit 6n 1 1.2 2. The Contractor's and Owner's agreement to enter Into the work shall suffice as their acceptance to tire terms specified Sculne.Contractor to notify Architect of any soil variation or condition adversely affecting ssurned bearing cach lilt) herein,and shall be Incorporated Into any and till agreements between the Owner and the Contractor.Fllre 33A) (stv'flible 3.9A) capacity prior to tile pouring of illy footings. ("citillit Joist Laps Over Partitions bl�3.9A) (seeTalik 3.9A) l3. Nothloy on this drawing shall be construed as modifying In any way tile Contract between the Owner and Contractor or tire 8'[;[ill 3.Nihilinum compressive strength of concrete t 28 days to be as follows: 7 i_lo2 2 Coittrdctor arid Sub-Contractors.Cullar he to ftallci (I:aCC-nillICLI) (seeTable 3.6A) (sceTabiv.3 6A) per tic 72 70 )Footings,piers,foundation walls:f'c=3,000 psi Slone concrete 1-3 stuticil F77 1. Each Contractor shall comply with tire requirements of tile New York State Uniform Fire Prevention arid Building Code,New ;�1.ulocking to ItAlur(Toe-nailed) 4 2-311 tJpljll Lod; York State Energy Conservation Code,Federal OSHA,arid ill ofthe Local Gove rrunen till Agencies havIn9jurisdictIon,Insofar as b)slab oil ground:Vc=2,500 psi concrete 0 superstructure,slob:Vc=3,000 psi stone concrete t .Antl-hydro shall be added It pouring takes place t 32 d grees r or less. 1-3 tilorll:5 3i or 27 applicable to[its portion of the work.5. The Architect shall riot be respon5lble for the performaitce of tire General Contractor or )till Sub-Contractors,nor shall lie ed to tire foundo-5.'[tic,wood sole plate tit exterior walls oil monolithic slabs and wood sill plate short be anchor 2-16d' 2-16d' per foot Table 3.4A Raf ter and/or Ceiling Joist to Top Plate Lateral and Shear Connectioll gurdtitee the performance oftheIr contracts. Hun with anchor bolts Spaced a maximum W9�1`oil center.Anchor bolts shall also be located within 12" from 6. All existing equipment,utilities,structures,and other Items Interfering with tile Installation of tile proposed equipment arid tile ends of each plate section.Bolts shall be at leastS Ili diameter dnd slicill extend d miriltnurn of 7"Into rut) Intel sect -16d 5-16d Jneach 5ide ReqUirellnentS - Exposure B structures shall be removed arid replaced arid shall be subject to approval of the Owner.The Contractor shall determine dild/or olts I IT ally one HL 2-16d 2-16d 24"o.c. masonry or concrete.There shall be d To loSillif verify tire actual location of any arid all utilltle5,process piping arid related Items prior to the commencement of work.All costs Ill to 16d 16d 16"ox along t:d ge:; (Prescriptive Alternative toTable 3.Li) 6.Perform required alteration(o existing concrete.New work Installed ddjacent to nd conne(ling with Fir In curred shall be tile reponsl Willy of tile Contractor unless otilerwl5e agreed u pan by tit e Owner. -n.ent work shall mat(h existing.Joints between new find existing work be trowled smooth and evc oiffp 0 Z-I C,,A i7. All dIrrien5lons find locations its Indicated on the drawings shall be COMIdered correct,but shall be understood that they tire Provide eXpdl)SIOII Joints.subject to modifications 05 play be fleCessdry or desirable of the time ofinstallatlon to rneet unforseen or other conditions. a 7.A concrete block foundation wall Shall be c(epted In Hell of poured concrete where permItted by Loo: I I13,iltmili 11L.Ile it,1,luor Bandjuist,Lindjuist or 2-16d" pel four 1 trice listWind speed fuiph) 85 9 1.10 I40 8. DONorSCALE DRAWINGS.Wrltteii(Jitnenslonsstiper5ede scaled dIfTlellS10115 01111dre subject to revisions its per actual field con Cud".dItIon5.The Contractorshall verify all dimensionsand conditions herein shown andall discrepanclesare to be brought to the 8.Provide continuous -termite shield with diijoints long perimeter walls nd shlelded ternilte Raftel"C'elling oNumber of 8d Coininoit Nails or 10d f3ox NaLls oe-nailled) Architect's attention berore commencing with the work. COti4l'S tit PIL111111.111)g Pipes In crawlsprices unrest,otherwise noted.FLOOR FIWIING 9. If Ili tire course of construction a condition exists which disagrees With that cis IndIca ted on these pla the Contractor shall I�1.1 4 .1 9.Footings tit different levLlssllall be stepped so that the(Iedr LIFAIIII(L between bottom edges Shall f(cquitcd,in Each Rafterall(vor Cutting Joist to'lop plate Colillechoo stop ll work and notify the Architect so its to alleviate such Conflict Without burden to tile Owrl 16 tic,fill[to follow this not exceed a slope of one vertical to two horizontal. itVlAc or Girder -Ild -10d per JoiNt procedure find continue with tire work,lie shall assume till responsibility arid liability arising therefrom. 10.Bdcklill shall riot be placed against foundation walIs until the(on(rete IS 01�Llftl(lellt Strength nd until tilt-Bittliting to Joi:It 2-Sit 2-10,1 cach visit 8 2 2 2 3 3 I3 Blocking to Joist 2-8d 2-1011 each end 10. file Architect shall not be respOH51ble for,nor have control or charge of construction rriedris,methods.sequences,or pro Walls re proplerly brace(]top and bottom by the horizontal floor or by oldeqUote tempordry tird(Ing.111cclinig it)Sill Plate 3-16d -1-16d each block 10 2 2 2 2 3 3 J -3 cedisres,or for safety precautions and programs.Contractor shall be reponsible for adequately bracing arid protection of all I 1.Concrete Foundations shall be potirect continuously.if pour is InterruptLd d vertical key shall be provided.3-16d 4-l6d each joist 8 2 2 3 .1 .1 work during construction against damage,breakage,collapse,distortion and inIsalignment according to applicable codes. Horizontal Joints are riot permitt ecL i (Face-nailcd) II 1.file Contractor shall check arid verify location of any exIsting overhead or underground electrical or other hazardous utill 12.Contractor shall verify dimensions anti to(itions of slots,pipe sleeves,Inserts,ont:hor bolts,(-Ie(trl( coil-joisfIl3-9d 3-10d fier joist 10 2 "i 3 3 J 4 ty lines nd to arrange for their safe relocdtlon. (JUItS,etc.as required for trddes before rild(Ing(oncr o3-16d 12. file Contractor shall be responsible for temporary electric,water,toilet facilities,fencing,barricades,security,arid clean- 13.Concrete:work In(buded;ujil,l joist to sill of-rop plate(Tue naticill, 2-16d' per roof 5 5 5 s I 0 3 3 5 5 5 6 up as agree()upol between the Owner arid the Contractor.Upon completion of work,Contractor shall broom Cledil a If offected I) ll footings,foundations,steps,pidtforms,e((., s per drwings. areas and cart away all debris. b)all concrete slabs.3.1 0) -Contractors whose work and Installations require sleeves,hanger Inserts.bolts,anchors,etc.,to be c)fill other work as required by drawings.Siluctull 9d foil Table 3.6A Ridge Tension Strap Connection Requirements for Wind - Exposure 8 13. Contractors or Sub built Into the work of other Contractors,shall install or provide these Items to the appropriate Coritrdctor who will set these to d)set anchor bolts.Diagonal Board 2_8d 2-10d (Prescriptive Alt erriative to Table 3.6) work Ili the locations established by the Contractor who requires these Iterns.These Items short be provided find their locations Ill.Damp proofing:work or I coordinirited sufficiently lit advance,so as not to delay tile progress or a job as a whole.All such Items shall be Incorporated so )till surfaces to be daniff,proofed shall Ile dry,orteon,smooth, of dust, irt,voids and ro(it,, nd shord of3-8d 3-10d pSupport they will meet the correct physical elevations of floors t each level.They shall Ile secured Into the framework for concrete so projections.as to maintain theh"proper location arid position during the placing of concrete and removal of forinwork. b)allow 24 hours prior to backfIlling.Dead Load Assumptions: Itoof&serably DL 10 I)-f e 1,11. The Contrctorhall conduct till work to preclude the effects of weather off completed work,or work Ili progress.The c)apply mastic ernuislon only when temperature Is 10 degrees F find rising nd lit(try wedth r. 5d cuoluls 5d vuylers 10"111:111 Contractor shall a5surne all respoti5lblilty and expense of temporary enclosures where rieressary.Dust portitlonsre to be d)apply CelutexTrowel Mastic or approved Lqual oil oil foundation walls below grade at basement and crawl wallboard -_E10o L_717 Fu ce second�,:_tvl Speed(nipli) -!to_J 120 F 1 3-0 1 I'lo __Is ALL SlICATItING provided between work areas and the rest of the building. spoces.U."1 15. Each Coritractor shall be reponsIble tot, ll loss or damage arising from the dctlon of tire eleinenLs such as water,het,wliid e)mostIc shot]be pplied tit the role of 1/8"thilck wel.Kd lull 3.1 1) tNianb�r,jfgd Cuminua Nacts ur 10d HuA Kols ill eacli cold of I- SI'la--A--- or other unforseen dItficuItIe5 which may be encountered lit performitic;Life work to be done under his contract.Ili the event 1:1tIcibuilld 12 1 1 2 2 2 3 1 ofarry suspension ofwork,each Cotitrtictor or5ub-Ccritractor shall protect his work and materials aginst daridgu.Any work CARPENTRY NOTES 6d' edgi; 6"fluid Hit' 3"udge 1 6"field 16 1 2 2 2 or materials that have been damaged or destroyed because of failure of tiny Contractor or Sub-Contractor to protect 1115 1.Insulation shall be fiberglas,bolts-foil one ide, thic kne-is s,flown oil dr work or materials shall be promptly removed arid replaced by the Contractor.'10 2 2 2 1 5 6 Staple pads oil foil OVFR fraininq. 16. Any inaterlals or workmanship found t tire thnie to be defective shall be reinedled tit once,regardless of previous Inspec 2.All exterior nalling.Ili exposed exterbor wood.shall be rmolnuni or galvanized.(ilip.mim 5d coulets 5d coolcis 7"edge It I O"field 3 .1 5 7 tion.The Inspection of the work Is Intended to aid(lie Contractor lit applying labor dnd materials to arid In accordance with tile 3.ProvIde"clits"at ll exterior nd bearing waIN arid ll wall,.over 8 feet high All stud framing Iiilvlrlg Ill 9d 8d (scuTable 3.1 1) .1 t28 2 2 3 speclllcatl oils,but such Inspection 5hall riot operate to tire Contractor from )try of his contractual obligations.8d 8d sunsupported height of triore than 10'-O" 1,�;to hove stud bridging or otherwis(I be bra(ed In art approved mon-12 i 5 1 9 9 1 17. All new materials arid In5tillfations shft be lit ccordance with inahufdcturor's latest printed specillcatio"sand with code ner tit Intervals tiot exceeding 3'-O".1) requIrements. 36 2 3 I5 6 7 llvp lood nd dead lood of 50.1 1wr sq.ft.foi-living reis and ;O# - I 8. All materials shall be new,os called for Ili tire drawings,and the best of therr respi.,ctIve kinds.No stibstittitiori shall be hiode 4.All floors designed to withstand it combined 2-9d 2.-Iud per st;ppoi 1 12 1 1 1 2 2 2 1 per il ft.for till other areas. oI by (lie Contractor without tile prior written approval of the Architect.For portions of the work riot shown In detall but which if thober stress-Fb f,830.[=1.600,000 psi.Douglas Fir Lar(If No.2. 10"or%Vld,!l 3-3d 3-iod pl suppolt 16 1 1 2 2 2 I are shown generally,or for resonable Inference as being required for if proper and complete Installation,the nboterlol, Desig FLOOR SILEAXIIING 20 1 2 2 2 1 triethods arid workmanship slidli conform,as a trilnitnum,to the 6.Provide cross bridging or solid blocking @ 8".-O"or maxImum Moors ind(ollIngs.7.Studs,sills.posts,beams andjolsts shall he(cfnstrLl(tI0Il grade Dotigi(is Fit,No.2 ppearotif P..1 12 24 2 2 2 3 S typical rrepreseiitiitivedetdlltiirotigiiouttliecorr4LspocidiiiUpirtioftliel)tilldllig. a.Studs tire to be doubled tit tile Ides ofopL,nIng5 lit exterior walls and livill-Ing partitlow,.All lwader%')'-O**erlals of(illy kind shall be used upon the work until It has been Inspected find accepted by tile Owner.All materials d over to have a niltilinum of I double)a(k stud oil both sides of opening.oit ]Oil 1 12"field 28 2 2 1 3 10, No undt all foil 16d 6"edge/6"Field 32 2 2 1 .1 rejected shall Ile Inimedloitely removed frolTI the work and riot again offered for Inspection. 9.Joists supporting parallel prtItIons,Spaced part to permit ill(,paslge of piping of*du(I work. ro t o be 20. All work shall be executed In a workmanlike trianner arid till mechanics be skilled In their trade. -rv,)I,,on partitlow..blocked(it tilxbruin 16"Intervals oil bearing partition,, nd 32"lilt(I21. Pro note or detall or lack therecifshall be construed its relieving title Contractor front exectitIciii of ll work In accordance -r steel fraine(arrler,,or(,Indl(ated.Ir ontrar for to vrovIdo,and LIfIll/e MO I2-10d 10.Wherejott hangers and oth(12 1 1 1 1 2 2 Willi till state kind local codes.)-foil proper smooth shnk and/or ring Trolls its by the hanger ni,inufa(Wror,to InSury ill(,16 1 1 1 2 22. Architect Is riot retained for site Inspections and/or observatIciii of tire construction.%V,III SbUalhillg 11311CLI 6 niches on-center lit the pilliel cligu,If wall Aeatiling 13 lofted I inclies 011-LCIACI ill tile appropriate shear and withdrawl frapi)(Ity of tile I20 1 1 2 23. Tile Architect has riot been retabied oil this project for bidding and/or tire negotiatlot) and administration of tit(,Contracts I 1.Provide Firestopping as reLfIllred Ili complionce with port 8602.8 of NYCRR.ful stitictural irieoribt:ts,-,flat]be ittlubb,d,or altetriate connecto(s,sitch ic; hear for construction of this project.cogc lit otl1:1111 Illi'llef shea I 24 1 2 2 2 3 12,Do all cutting land pdtcl)lilg to#' )If trades.Ili bearing walls or partitions,no Stud Is to be cut more than 1/3 of 24. No request from d try pd rty for I nformation rLgdrdI rig clarlflcd t1ori,arnpli fication or explanatloncif t lie drawl rigs or notation,h, to Illiolltalli the lo.ld path 28 1 2 2 3 1 Its depth I o rec elve piping,dul:t work. or oloo-trical wiring.WIICII,V,III dIC110111114 ii L 01111111JOUS 0VCf comiccted tire tabulated nittriber of itiols shall be Immunted to be reducud to I I(,ft all per foot of,request for permission to vary or deviate from the requirements of these drawings or notations,will be fly five 1 3.Provide doublejolstt,under all posts,portitioris parallel to joist,, nd round till Provick, V; 10 ag pellilitted,clwck IIX lor additional 32 2 2 2 Architect,unless they tire set forth IT)writing a lid addressed to the Owner.If the Owner refers these requests to the Architcct,Ithe Architect will,with reasonable promptness,consider the matter diid respond Ili writing to tire 6wner for trnsmittal to trip training around kylig 11(5.Double all beams orjol,,tS under botlitubs nd lwavY );)pilot'(16 2 2 14.Contra(tor to provIde"Sirlipson"hurrl(ane(lips on all raft er it) .tud tl,,n,,&(ill all%t Lid to box____ party concerned. fhe Architect does riot,nor will riot,assuine tiny responsibility with regard to tire above mentioned types of 2 12 1 Table 3.9A Rafter/CeilifildJoist 11001 Joint Corntlectioll Requillile"JOntS Inquiry unless above procedure Is followed.t15.All exterior openings shall be property 23. file Architect 5liall riot be respon5lble for tile performance of tire General Contractor,tiny Sub-Contractors or tile Owner,, 16.New work Shall tie lit and Ip Into existing so I,,to provent beditage.(Prescriptive Alterriative to fable 3.9) 20 1 1 2 2 own forces,nor sholl tie guarantee tire perforinatice,of their contracts. Tilt,obligation of tire Contractor shall riot extend to tile 6 1 211 1 1 2 2 Iflability of the Architect,his agents or employees, 17.FlashIng to be provided tit till floor n root voritliobir,,26. Items shown on plans but riot specifically stilted In the specIfIcotlor15 nd/or vice versa shall Ile considered to be InOtided Flashitig to be provided tit filps. valleys,changes of roof gable and top of foundation wolll,29 1 2 2 3 All roof intersectlon',to have flat,hing to exten 3"Ili er if d1roo-flon All f1w,hing to bo Dead Load As3uniffiluns:Roof Assuoibly DL 10 ri�f Q 2 2 IIli the contract. otherwise.All roifters to line up directly ov�,r 27. Items not specifically called for by manufacturer number or grade specIfications,shall be furnished Ili the most economical Itoof Live Load Ground Snow Load 2 2 2 I 8.Install I off provIde floor pit(If if rider ,If(-,I t lit ny a lid perp ort c1l if to or I it(,ro(if J ol,.t�I 1)rovido for roof inodel,grade or manner of hista Hatton. venting lit 20psf 30 psf 50 Psi ps12 1 1 1 1 1 2 2 28. Each Contractor shall carry Worker's Corti pelisa tio it Insurance lit till- )mount,,prescribed fly law,arid liability,bodily Injury. 2 2 utomobile arid other In5urdficie Ili the attiounts and pprlods sti5far(ory to tire Owner.file Architect shall be listed as addiflon flat roof area,,. Rocifspall(ft.) Iat natnes Insured. 19.All Interior leders re to have 112"foorn�ound In'ttilatlon.2 2 J 20.All Interior door,,to be 1-3/8"hollow r ort,louari wit If hardwar(,.(ont ro,for- iall 24 t29. file Contractor,Its agent ,servants and employees Strait Indemnify and hold harmless the Owner and the Architect arid[::3:6:�l 2 24 1 2 2 t1, their Agents arid Employees from and against all clahns,damages,loss(.,, nd expenses Including Attorney's fees rI5IfIg Out Of stipulate an llow, -)r all Rio k ef Spacing 2 2 2 3 .1 or re-suitlity from the performance of the work. 2 1.Use witteroroof mo,mb r(i n e flo,,hl rig lv(lr, 11 ut doo r,. Railer Slope Required Nuinlicr of 1(,kl Coninion or Box Nails per Ifeel Joint iROOFING 30. lit tiny find till CIdlinS filgolat tile owner or the Architect,or tiny or thier Agents or Eniployee5,i;y tiny Employee of the oil r, or,or If - oil rdc or,anyone rec y or a rec y emp oye y illy o hem,or anyone foi-whose icts of them tilay 12 is 1.Fasteners for shfngle-�short be giilvdllllp(j teel, fluminum or- oppei rooflnq be liable,tilt-,Indemnification Obligation under this paragraph Shall not be Ilinited In any wy by illy Ilmitittlon on tire amount I 5 10 15 8 15 22 1 llminimufn 12 q,l_ge shook with roilnIrTiontri 318"diameter AI;TkI F 1667, fa to 12 oi-type of ddinages,compensation or benefits payble by or for the Contractor or Sub-Contririctur under Wurker's 192 6 l 1 16 6 12 Is I 27 12 24 35 Conpenstitbuti Acts,Disability Deneflt Acts or any other Employee Benefit Acts. the roollng materials arid a friltilintim of 3/1"Into t It(,roof hing. tit(,roof Sheathing Ill, t hon Ithick.tire fsteners shall pefietrate through the sheathing. shall comply with AS rki r 1 667. 7 13 I') 31. All work let under these drawings shall be ijurdnteLd ill defects Ili material nd workmanship for d period of one 1) 24 Is 23 1 1 22 33 1.5 2 - *EXCEPTION:Asphalt 5ttlp shlngle,, hove(I m1rilmuni of six pt,r whvi ill('rool____ ___r_ __ - yea r from tire(late of the acceptance of the Own er.Grand rig 0 Certl if cote o f Occu lid ncy,or the Own er Is use of tire prem esIS 12 3 5 9 3 6 5 13 I 1 17 lit one of the followiny catagor)e5:(arpa5 within I in)h,/roil)tilt,tvatel shloill riot constitute acceptance of the work.17 15 20 a. file basic wind spo-ed per Figuro R30 i.2(4)1% I 10 nille,.por hour or ind tho(,,rv(,I 10) 8 12 I 1 32. Contractor shall Inspect site and indke till appropriate Inquirlrei to determine conditions a d 16 rid IILI Construction criteria 12 192 3 12 9 III I 14 20 27 prior to submission of bids,arid shall make no additional claims regarding site conditions thereafter. Is 20 feet or filgher above grodo.33. Contractor shifil obtain oil roquIred approvals,permits,certificates of occupancy,hisp6ction approvals,etc.for work per b. File basic wind per Flytiro R30 1.2(ON 1 20 p(-r h0tir, lr yr4,,Rr,r,'3 1 formed from agencies licivin9jurlsdIction thereof. 2. Asphalt shinglits litill only be used oil roof of two units vprt 1(tit Ili 1 2 unit horliontal(2:12) r great er. 211 5 10 15 6 12 1 7 9_ 17 25 I I 22 7 4 7 10 5 34. UnlQss otherwise agreed upon between tire Architect and Owner, tile Owner 5hall pay for arid Contractor shall obtain a 12 6 J 5 For roof slopes from(2:12)tip to(112).double ppilcatlon 1;ro(julrod Ili ordant o w1l If Spr tion I3 6 9 3 6 9 5 9 Ill 6 1 18 building permit froin tile village prior to starting illy work.I 7 Ill 21 35. file General Contractor short coordhitite scheduling altSub-Contrcictors nd other Contracts and Shall provide every pussl 3.Asphalt shingles shall ltve,�elfsearing strips or be)nter)oi:king )lid onoply ith ASTNf D225 or D3462.19.2 7 10 I 8 I I 6 I I ble cooperative effort to coordinate completion orall work.Tilt? Contractor shall cniplete d comprehensive slicedule 1.Ili areas where the average dally In Jnuary k.25 F(-,) C ),lit"los"of,whon 211 .1 8 12 11 It 7 Ill 29 1.3 21 ofall work pertalrihiU to till contract and shot[submit same to the Owner In tilt ticceptable format for review well In c1civ,ince of robie 830 1.2(1)criterlo so and Ice border that( of at feast two layor,,of undorlayflielit work curnmenceineiit. cemented together or of a self-adherIng polyripr modified h1tunlin Ill' In lit-ii f nor r1i'll ctPSUPA WALL UQARO INSTALLED IN 12 3 3 5 36. Contractor Sildil coordlndte construction activities with Owner to mininile Interruptions to normal owner operations. underlayment nd enFrom tit(,c-tives edge to o point tit 2rl" ill(,vxtorlor ,v,lli lit),- if ftlo 3 7 In AlCQFiQANCE WITH CHAPTER 7(INTERIOR) 37. Tile Contractor shall conduct till work lit such I manner so to not Impair tiff,structural Ijitecjrlty or stability ofadjacent 5.All metal ffilshIng where called for(it)plans shall lit, hnilinuln. 1 5 1 6 8 I 2 5 10 I Istructures,equipment,or titilitlLi.Should damage occur ZIS,d rc�sult of tile work,the Contractor iliall repair or rephice said 6.Contractor shall provide gutters an if,,rp(ruirod n(I orme(t them to(lit- �d lorin 24 1 6 9 .1 10 5 10 15 7 1 1 JW NAILAt?.4 IN.O.C. damaged Items to the stisfction of the Owner,land tit tile Contractor's expetise.the Contractor Sildil bear any and till costs water dralfridge systein as required. ______ ____ TALLED I N1 associated with Work Disconthivatlon,Engineering Consultation,Materials Testing,Repair land ll miscellaneous related Iterns. 7.All exterior opening-,,shall lip property fl ,;hed.I 6 -1 YPSUM WALL BOARD I NS I12 -1 CCOROANCE WITH CHAPTER 7 I38. Tire Contrdctor shall Have a competent representadve or Foreman present,who shall follow without delay all Instructions 8.All work shall heor I ritten oil(,(I)year from Roofing Contra(for fr0rTT I lit,doW of f Ili,Owrwr I 3 3 5 5 3 5 I Iw000 sTRUC TURAL Pt'&iEL tit tile Owner or his/her ssistants Ili the prosecution and completion of tile work In conturinIty with this contract,arid short 12 have full uthority to supply labor and materials Immediately.-file Contractor shall also have if competteiii:representative vall 9.All roof lions it)have flashirig it)extend 8"(measured v(,rtl(,jll,.,) ft,)( ro,-If 6 6 1 6 t6d uAiLAr 24 IN.0 ,,it rH TABLE RFM2.3(1) able to recieve telephone ffle!iSdUeS and provide d redSOildble reply if,,sooll s possible,but riot loiter than 24 hours. 10.Built ill)roof Is to he of 3-ply built oil roof with gravel lopplTio:tit,into 192 -1 �C. INSTALLED IN ACCORDANCE M 3 lit - lNI 39. 'File Contractor shall,at fill times,pruvld6 constotti arid easy access arid safe and proper foIcilItItes for the Inspection of all I 1.Npw work sholl tic,Ili nd lop o I,,ill pr(,vfnt 3 3 1 1 5 1 __ ad NAIL AT 6 IN,O.C.ON ALL FRAING parts of the work. 12.All exterior riaMny fabe oWitilnuin or galvanized. .1 IMEMBERS Ar PANEL EDGES AND 12 IN. 40. Before any payment will be made by tile owner,tile Conti'llictur Strait deliver to tile Owner ny wolver or of ny 13.Flashing to be provided t tit roof penotrotlori%. vent%. fi 16 3 AL WOOD STRU(,TU O.C.ON ALL FRAMING MENiBERS NOT hells di-151119 out offils contract,for work completed d3 of tire(late of tile request tot'payment. llie Contractor slidll also of fiver il3 5 7 Iud NAIL AT Ifif IN.C1.G go NAILAT 12 IN,Q,G.ON L RALPANEL e votilliaturs.FIa,;hIng to be provided t I)lp!,,ridges,valky%. nf roof-,lop-, n(N I n(I to r, -i to,it PANEL EDOES) MAMING MEMBERS NOT AT INSTALLED IN ACCOFICiANCE AT PANEL EDGES till inditufaLturers'warranties,guarantees,Operotbultal nd Illaintendime illllulis pertaining to his work:furnish evitleilce dotion wolls.PANEL EDGE8 WITH TABLE R6092 3(i)II 6 3 (i satisfctory to tire Owner that all payrolls,bills rut'rooMaterials and equipment,and Other Indebtedness confiected with his 1-1.All skylights Installed In roof Systom vith pIt(If of 3/12 or aro to fit, on ofln. I-high work tot-which Life Owner of-his property Inight Ill lly way be respoll5lble,have pald Of'otherwise satisfied.Ea(h cOn 15.Instll 51111115 ill provld(�roof Pit(it IltldPr 0VIM11119 drd Verpf,nok tibir to tilt-roof t,� ?,,t tra�.tor shall lso deliver to tile Owner Written in forin and Whose terill:i nd extent will be est,iblisheU fit the venting In(lot roof(a)OUTSIDE CORNER DETAIL (b)INSIOE CORNER DETAIL agreements between each Contractor and tile Owner. 16.Air Interior Jedders are to have 1,2"lodro souti(J piping.4 1. Edch Contractor shall be responsible tot,cuttifloij,filling 111LI Ptclihig of his work that may Lie required to complete tire work of W5 contract,no Contractor sholl endanger tiny work otl1w.Conti-do.tur by excavting,cuttinu,of*otherwise ELECTRICAL NOTES...... duSO Y�itilouttlieps-ioi*wl'itteflcoiiseiituftlie0wiiL�i*. Any -d t 0 1 Ill' 11111-1 lll(,)tlk)ri ft If,It oid h,ill any work ofrly OtIlLr contractor,arid no contractor shall I�All ele(trk t work be(oillInt costs caused by defective of-Ill-thried work shall be but'lle by tile pdl'ty responsible therefore. mon(k,to tire NatIondl Ele(trl( Code nd governing munl(lpallte/2." 1-11 f1 Contractor shall brace,shore,reinforce anO/or underpin ll Including n0ghboring structurLs,as required for 2.Provide r1r(Ll for all k1S, ()ft tit f It-r p( till safe operation. the Contractor Is to take till IIEIC,155dry 1111 prtidelit steps to Shore dod brare existing structure prior to 3.Contractor IS to erily ith owner.If tire owner will liv purr thillil I IF_� t 5 histducition or headers for new openings. file proper and Iiare execution of this work Is tile sole responsibility of the Contractor. other%prior to Submitting it bl oil tire proj(,(I. Willi stud t 1.Contractor shall InStll, �,per O%vncr,,direction. Ilnd ill wJ f 13. Equipment and devices of d temporary nature required for tit(--construction processes find protection thereof,such s Scot Bottoill Platir-TABLE R301.2.1.2 I I . folds,staging,platforms,runways,hoists,ladders,chutes,t unporary flooring,guards,ritIllogs,shaftwdy protectloIns,etc.,for TV Antentio In alls prior to 0ioMro(king.All shall be (,if, Tei VIINDBORNE DEBIS PROTECTION FASTENING SCHEDULE Stud Aitchor BOR tile protectlohi oftworknien and ofthe public shall be provided,erected,and indlotalned Ili ccordnce with till 5.All wiring be copper arid ll work with NIC nd 14Y13FU and ,holl hi,Vo.ird fit Pro I,, ; d TRUCTURAL PANEL.Sa, i of tire New York State BuI101nU Construction Code,and till otlier laws, I*tile5,orordiii(icesofdllGovLrnmentd[AUL�ii(ILSlidviri(j pproved ond In(lude the following:FOR 1.k/OOD S I �_ ,Anchor Bolt requIrLineiiLs____ __- I -Bottoon Kitf_. oJoist il)all iring for ritlw ,wlt(hes,outlets,flAtUres, tWfo,s,.,iry it, for H rip�� vi,irk.jurisdiction.Cuntroctur shall provide,erect,"Willitt)II)those Items required for use,obtaining ll necessary permit,,Inspections trap lilplied under 301 a pl,to II existing lIxtures arid labeling of(Ircult breakers to Indh ill, ir(tilt cfu. ltarid pprovals,arid remove those Items which have served their purpose and when directed by tile Owner,unless otherwise I< -2-0 (;tt',U 64 r-- StiptiltIted. b)furnish NFBU CertIfIcitc, t(ompletlon or work. FASTENIE -11 P E Yi I feel feet Span a filet ill(onlrilorf Wit It Sl" 21 of I. Contractors shall make thitely submissions to the Owner of the various Items s set forth so its to allow reasonable arid tide 6.Furnish )rid Install%Inule statloo ,moke(let(,(ting flarni --if.lit k,arh �l oping ,pit,I- ind.lr, it fl- r itI1 2' quate time for review,possible correctluirl,possible resubmIsslon,and for,ipproval of stibunissions without deldyln tilt? Code arid shall be provided outside va(If tIt -_---- -_ I-------- -- -I- - __ I(I. I 7.Coil troctor shall verify with the owripr,to(aflon -f,I*Jlj�,C,j 11, 1) !ill h,lh -_ I Sill Plate I I � I "I . 16, progress of title entire project oi-tiny phase of tile project.IV--t 01C I to pro viding a bid oil the proje(I.ISteel Stfilp lapped undur 8.Prov de it inhiltnuin of one Outlet In hillway thal I'm llongth F n ply with all of tile reqUirements of tile tl,�llf i1 I-i Ill,— ANC140H 9.Prov:de one outlet Ili each room T minimum of 6'-O"from the to that i tto.Provide d ininitntrin of one Girl within 3'-0-(it any ink told tillolrouto of orle in k-,,w� bothr- �1)l :1 !!11'll!.1111l1 rw 61 P-R B 0 1.T-1 Unless Otherwise specified. Re n nn I 1.Contractor must verify ith his etc'(fork lan If of' upgradi-tit irl,11,di hc pt.:1 lCOLUMN project prior to mbitilt(InU if bid.of tile pallel.f itBASES 2.Cot)tra(tor to vorl fy locatt oils of met ,if it-fill if of( for rr,l(,( i I I it IN ri,u tit r ed N.r 11,4,prl)ive t 1l,t,,_ ,Ji,I\ Chapter 'I 'I Energy Conservation. (2010 Edition)IIH Co itra(tot,must also notify tilt,Art-filter I ot If riot oil I )WO Wll III\it t11110�Ivcl All plans designed in accordance with the American P'oresL & Paper PLUMBING NOTES Ilifbe NIT 12 I.All plumbing work sit,)][br,Ili-.trlrt conforman-ftll )Pid lo,lit tA-soc. Wood P"rame Construction Manual for One & Two Fairilly 2.Hot water heater hlhve inixiinunn ternperaturp of 140 END 3.Provide riot arid cold water supply to I new r(-frl,.j 3110L ILI Illil'0:11 I ill -rotor I,,rl"CIL14 I'd b 'orill0fdo ILII'l Iifl(11111'fl� tie T .4.Provi LIP Insulal lon(in If 11 new pl ping ,,requIrfid bli,(odo.It khflc�: 11h t1i'l 1)1 0%1,1011-,l OP2 r Dwellings 2001 Edition. (Presc:riptive MeLhod),; 5-Remove arid relocate )It PxIstlng 1pltig iv.requirvo.1 Ili tht,prover tit 1,ln of t lit,it NOTE: p ALL to E�E I il.'X20 (aAUCIE STEI OR 6ENERAL NOTr_ 6.Below grade waste lines Shall be XIICI olving. 7.Potable lines be type"ll"copper.tCM (COLEQ STRAP)Itern-5hall'V installed in ,_ich chapter3 1 2-24-f the 8.All gas or oil piping required sholl be perforitwd by ill(,plumbing tor R TO 3l-iEA1Ti?`;(i) IIre:iierti.il r_-de f New(ork State. 9.Sanitry disposal System Ile County of Hetilth SorvI(v,t Ind(ALL STFtAFPNG SHALL K,li3TALLED PRK -rAFJLE F1301.2(i) r(P. RA:�TqTq ro CLIMATIC AND GEOGIFIAPHIC DESIGN cruTcHIA I I 1 1 , I � ,11, KMI AT-rACl-?,,1,EN_ 2 rhe Pruirbinq� 5tern hall be iri5wiled in accord,ince-an chlipters 25-32 of the residential obtaInIng all or AL;r�IED(,R RAFTEEF3 A��,Q (odc ,F State SUajj:.c r-I o DANIAGE CE si-HELD approvals. ------------ KM3S TO PLArES lCE To -ovide riot ater baseboard heal.throughout at oth(0.Contractor shot]pt GHOUND WIND SEISMIC LAYMENT FLOOD I ., . , H-2 I IOR QUL,,,-1 "\ \ \\ wirtrit; inall be instlled in accorJancte Loth Ch,3pter5 33-42 of the -0-away from t -rri lind 1'-O"Typical LSTA Installation 3 elerlrie:al quipment ifTJ I 1.Water main must Ile 7' he sanItary drspw�al "to:BEQUIFIED' t!Aj,ieorijI r:o-le of lltetu YcrK�I:41:d 12�In walls or partitions,110 stud 11,to be tit mori�thn 1/3 W,dc-pth to rc( v1pIng.dw I �,r it I I_ __ 2- EFi Weather"19 arRequirccl Site pecific �Jf;ill Ib 110...))it I4 Ei�frfor Lotid,,tu5 arij(11-is5 doorg.hall bd insuilled in 3ccordarice utith ecdon Rb 13 5 IINoillinal Allowable NAILING & STRA\PfD ING AT :QtrlPl(j With 5ection R306.Uplift NO-TABLE R301.7 A EXTERIOF� ININDOW DOOR HEADERS Size (133&160) 3 In A frmried tuaII5,ti,,L)rs jnj roofflceilinqi c-omprising dlefrierit5 of Vic building hernial R301 ALLOWABLE DEFLECTION OF STRUCTURAL TABLE .5 MINIMUM UNIFOANILY ois,rruBUTED LIVE LOADS -1.4 4200 i rnoiiture i3por retarer-;hall be Intaile, wi I:Fre Luartirl-in-iiinter if e f the ALLOWABLE A IDEFLECIloil (in pounds per square foot) r -1200 MAILINC� ,3CHEOULE'EY in isrcordario:e Luith 5erclrri 5 rFJUC;TURAL MEMBER I I - t4200 tUSE LIVE LOAD licil ?0 D F F 'A,,VtWd-r ri 200_vIul D ltYq;it Irl cefling firlltihd3 3hill hve a ft- jd of riot qreater tha igfvuic,.r thwi 450 in Jr.13 Willi hinited 3tora-eeb I10 Ias a Fitt IIB a riot qreater tiiin 25 with i REIWC-Spre, EDA tE il;f riot greater tit art 50 in accordria,l with R -3 1 r-Floor Tic IIf60 III 3 3 T------- t e wiLh 5c�Airi R102.3 an e4enor tuall covering It-___ p-pk0Jr-,l NAMP -7- -�hall oc in�v�:orarice LLch!e(,tion 103.4.f 'A If Iv r L--A fia tnt,�dor LU-111 criveritig irtj Lie in acoardaric Ibe tri5talled ITT accordarlceultm R1105.2 tit I, I f iphaft I umdrAlls 11) fill coliII)oIlt'llts f F -)flTIA 50a Fll A 1,(A I "I', P othel 0 fVO 02653A f if s c: flic a nl -oars �e AT EACH'Xi L IIt30 Ei H tl,t.f�al Cf Ar at)ut if:,,L i3 f L a et o "LENT ilI r i;. �IC -0 N US-1 C.f;W.)AT fl)f AMY TO S AND AS T,(?� (,ErAL LZF d1 _ _ .. 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I , - ,, I, ..... . �. '�,*I,rr I I � .. , � ,I ,'I11__ 1 -4" �, La��` A " ,� . -_ - 11 -- 11��..... , .1 __._- .-11-1 A"�'-, - ,�—- �"I'll, . , 114-447o� �1.,I 1.�I'll 11 I 1, - * "I'll ��-i 11 f-1-11-I__ �;�__ ��4��i; iW_111,I 11 _"��11�11�11. 11,11''��,;."'.1 —"f�;�7!vit�,_- . � 11 .- -1111z_'_.111�,_.I . - - . .1.1 I ..... I -.. - - . I . - -— - I Table 3.2C Sill or Bottom Plate to Foundation Connections (Anchor Bolts) I I . I I I i I Nailing Schedule . � Resisting Uplift Loads from Wind - Exposure B I 11 I � - -- --,-----------�--l-y"--,----�-------�,------.-----------------.,----- e- __ _ I � . - �,.� — (Prescriptive Alternative to"rable 3.2) CONCRETE & FOUNDATION NOTES I . —7- _I�N.,�.u.II,,� f . - GENERAL NOTES -lit c p c ty o I I 1� * I., I I; 0 1 CeL � - . . _----� -__ - -________1------ _ I . - - __- - or , . . Joint Description ' C0111111011 Nails IL— Nail stilwing . 1.All footings Shall bear oil virgin soil having a tninimum beat 9 a d I f (I)ton per square foot.All I I I � - . - � __ - __ 1. These note5 shall apply to the General Contractor,each Sub-contrdctor and tile Owners own forces.Each Contractor shall exterior footings shall be a minimum of 3'-O"below grade unless noted Otherwise lit plans. I I I I . - ROOLeFlWLINO . , __ . 'flute Secoud(;list W Ind I If I V ,study and frimillarize himself with the site arid with all trades and parts of the work.Each Contractor shall cooperate a lid coor � 2.All existing fill,roots,arid other unsuitable bearing material shall be removed find feelings carried to the . . ____ , g5 F)e Fl-:F 1�1 ) [H-1- E: dinate his work with thei work of other Contractors. Ing capacity and assume(till responsibility for liallet tuTup Plate (I oc-itailed) I (see'rable 14A) (sceTable JAA) tier rallct 1� Sliced finfill) 2. 'rho Contractor's and Owner's agreement to enter hit()the work shall Suffice as their acceptance to the terms specified bottom of,such excavation.Contractor to verity assumed soil beat �,� ('Ming I...st t,i'1',,I,I'listr (Toc-rlailvd) (seCrable 3AA) (sucTable 3AA) tier joi'it . 13011011)[,late to Foundation Anchor Bolt Lindalitia Stopportirip Maxittium Anchor Bolt(* 1,2 same.Contractor to notify Architect of any Soil varldtion or condition adversely affecting assumed bearIng � Spacing foil I herein,and shall be Incorporated Into any and all agreements between the Owner and tile Contractor. capacity prior to the pouring of any footings. . (,eltali,,jilts,to palallel iiiiiier (pace-nailed) (sceTable 19A) (secTable 3.9A) caeli till) Connection Itesisting __ __ �Owner and Contractor or the * _. I , 1 1102 .2 ('eiling Joist Laps Over Paitittoics (Face-irailed) (sue'rabic 3.9A) (see*rabic 3.9A) cach 1.11) - -- 8'Food Zones 3. Nothing oil this drawing shall be construed as modifying lit any way the Contract between tile 3.MInInturn conipressIve strength of concrete at 28 days to be as follows: ,--,t!,,I "I-!- t ,; �J,I V, , I ') 1'�, -,I C-�,1,(,�l I n11I,-1 1 U , 1)'' i,, I - _____ Contractor and Sub-Contractors. it)footings,piers,foundation walls:('c=3,000 psi stone concrete (Ifee'rable 3.6A) (sce'rable 3.6A) Per lie 70 = --7— —F-17A 7=" b)slab on ., 11 (,ulfar Tie tu Italic, (Fatre-nailed) I-J gorics 72 F -;) T77 = 4. Each Contractor 511,311 comply with the requirements of the New York State Uniform Fire Prevention and Building Code,New ., Illocking to Rafter('roe-itailed) 2-$it 2-10d cauh end Uphill Leads . ,ground:f'c=2,500 psi concrete ,�,A---, = �, -% ':-L;-� --,, � -"A)" .,� , f. 4-, 1. - . , 1 2 l6d 3-16d each cold Interior Zonc.3 York State Energy Conservation Code,Federal OSIIA,and all of the Local Governmental Agencies having jurisdiction,Insofar as . c)superstructure,slab:Vc-3,000 psi stone concrete I - Kill,floard if)lialtur(End-nailed) I I . - I. ,T.�,—,c, k72—r-7-21_�l 38 __E__F: - applicable to his portion of the work. A.Antl-hydro shall be added If pouring takes place at 32 degrees F or less. 0 � I I ,%. -,WALL�FI(AlfUNG_ . I I I- , , _ - -.- -� �I .. ��,=4 5 E E i I ____ 30 '� - , liltect shall not be responsible for the performance of tile General Contractor or any Stib-Cojitriictors,nor shall lie -hored to the fOLIndd- : I � I- - - , I -- 1, 5, The Arc 5.The wood sole plate tit exterior walls on monollthIc slatis arid wood Sill plate shall be all( � I - , - Table 3.4A Raf ter and/or Ceiling Joist to Top Plate Lateral ;iind Shear Connectioll ! guarantee the performance of their contracts. tion with anchor bolts spaced 0 Maximum 90'i-I't oil center.Anchor bolts!,hall also be located within 12" from 11 rov Plate ti,Tup Plate (Vace-ilailed) 2-16d, 2-16d' Pei Feet . i 6. All existing equipment,utilities,structures,and other Items Interfering with tile Installation of tile proposed equipment and tile ends of each plate section.Bolts shall tifat least.5 Ili didine[er arid shall extend It trilninium of 7"Into .. I Till)Platenat hiturseciiialul (Face-lillifed) 4-16d 5-16d joints-each Side Requirements - EXPOSUre 8 �,, structures shall be removed and replaced and shall be subject to approval of the Owner.The Contractor shall determine and/or tl 2-16d 2.16d ',4"(I.C. I . masonry or concrete.There shall be a m1fil OILS In any one Sill. I I Stood to Still] (Face-lialled) . i: verify the actual location ofany and ail utilities,process piping and related Items prior to the commencement ofwcork.All costs 6.Perform recitilred alteration to existing concrcte.New work Installed adjacent to and connecting with pres- , . . Ileader lot I leader(Face-riailed) 16d l6d 16"o.c.almig udges (Prescriptive Alternative to Table 3.4) _� Incurred shall be tile reponslblllty ofthe Contractor unless otherwise agreed upon by the Owner. . ent work shall match existing.Joints between new and existing work,,hall be trowled smooth and even. " , 11,, I f, colt 2--I rp 6 21-I C&el Per stud ____ - .- . -__ - . :1 I 1 7. All dimensions and locations as Indicated Ott the drawings shall be considered correct,but shall be understood that they dre Provide Lxpdllsloil joints. . I Npof Bottom Plate to Stuff (Fild-nall - subject to modifications its may be necessary or desirable at the time of Installation to meet unforseen or other conditions. 7.A concrete block fOt1I1ddtIO11 Wall shall be d((epted Ili lieu of poured concrete where permitted by Local � . 11 ,; i�_-I" I[)Ice secmid Glist Wind SI'ved hrlllll� 85 90 100 110 I20 130 140 I�10 8. 00 NOTSCALE DRAWINGS.Written dimensions supersede Scaled dIrrienslons and are subject to revisions as per actual field con Codes. cc)�IP P� R_ .� I � � 2-16al" 2-16,11" tier futif I 'L Litittilin Plate It)Hoor juist,Daridjoist,Endjutst or . I I 1. I . d1tions.Tile Contractor shall verify all dimensions and conditions herein shown and all discrepancies are to be brought to tile 8.ProvIde COntifILIOUS, I ' ternilto shield wl tit ail joints sea led it long perimeter Wd 115 and Shielded termite ?. , I ,� --- 11 i �'� . Blocking (Face-nalled) I ......1. I ... I g 11 ..__1', Architect's attention before corrinienchitj with tile.work. 1. __- I Raftel,Ccillfig JOIA Wall Number of Rd-munm or I( ,.x N-I,(i........I,1'..1) �- colt.ars at pIurnbInU pipes lit crawlspaces unless otherwise noted. � 11 Aween ridjacent bottorn edges shall I I ': I . I . I FLUOR,FItt"IINC. . . .� , 9. Ifin(lie course ofconstructlon a condition exIstswhich di,,agree5witlitliat,isiridicatedon thesepla the Contractor shall 9.Footings at different levels,,hall be stepped so that the clear distan(e bL I � . . . I Spa,1111,(III I HeIght(it) Required tit Each Rdflerandlor Ceding Joist to I oP lit 11 stop all work arid notify the Architect so as to alleviate Such conflict without If Orden to ti .14 lip fall to follow this I '� 'I�r ate Cunnvcomi'�*'' � �I, lialled) 4-ad 4-10d per Joist - i, - not exceeod d slope of one vertical to two horizontal. �� , procedure and continue with the work,lie shall assume till responsibility and liability at-15ing therefrom. 10.Bdckflli Shall not be placed against foundation walls until tile concrete Is of suffl(lent Strength and until tile � ?, �� , , it)i,,tt,)%jli,,if,,,I,I,ttt-t,r(;itdt:r ('Eue- each clul -- I I - I I ,% .� �i -An" ? Rd 240d ., I.' 8 2 2 2 2 � walls are properly braced top and bottom by the horizontal floor or by adequate temporary bracing. i '.�'i . Illidgillp,10 Jurst (I -fralled) 10. file Architect shall not be responsible for,nor have control or charge of construction rneans,methods,sequences.or pro �J I ;1 4, I (Tuc lialred) 2-ad 2_10d t!ach end ) 1) 2 11. t i I I . cedures,or for safety precautlon5 and programs.Contractor shall be reponsible for adequately bracing and protection of all I 1.Concrete Foundalluns shall be poured continuously.If pour Is Interrupted d%,Li-ticdl key shall be proviciLd. � f, - IllockmV,lot J,ii%t I I 0 - I " ��, I 3-16d 4-16d each block - - --------- , ;, I -` Illixiting,lt),Sill of'('till I'Lite(TO-11alled) 1 3 .1 .1 .1 . work during construction against damage.breakage,collapse,distortion and misalignment according to dpplIcable codes. Horizontal Joints are riot pern'litted. 11 � 8 2 2 3 � �'11' i � � I.cilget Stiff,I(,flearn(Fave-tiatled) - 3-l6d 4 l6d eachjulst I(i I 1.file Cent ractor shall check and verify location of any existing overhead or underground elect r1cal o r other hazardous utIII 12.Contractor shall verify dimensions and locations of slots,pf pe sleeves,I nserts,(I n(hor bolts,electric con- 14 5 e: Put joist 10 2 1 2 3 J J ,I ,I ,I ,� I I'mAull L'Aget fit Beano(i,tie-lileled) /' I-Rd 3-10d - ty lines and to arrange for their safe relocation. dults.etc.as required for trades before placing(concrete. - I I 0 -. Wild Joist Ill Joist(Fild-Italled) J-16d 4-16d Per joist ____ �� , S 1 3 4 It 5 5 � � 12. The Contractor shall be responsible for temporary electric,water.tollet facilities,fencing,barricades.security,and clean- 13.Concrete:work Included; ��A k 2-16d' tier foot )4 ", - � Hand JUIA l"Sill"I Till)Pl,ttc cro.,c-natic(li I L_... I-I,-it --A up(is agreed upon between the Owner and the Contractor.Upon completion of work,Contractor shall broom clean fill affected d)all footings,foundations,steps,platforms,etc.,as per drawings. 11 - I 0 1 3 1 11 ,I 11 s S 0 3 , I a0cov silkA,rilING. ------I-- - ______ __ - areas arid cart away ail debris. b)all concrete slabs- � .- ___ If � - 13. Contractors or Sub-Contractors whose work and Installations require sleeves,hanger Inserts,bolts.anchors,etc.,to be 0 all cother work as required by drawings. I � ments for Wind - Exposure B '11 N �Illlclur,d Palieli I Hot 10d (seeTable 11 10) I Table 3.6A Ridge Tension Strap Connection Require lese � built Into tile work of other Contractors,shall Install or provide these Items to the appropriate Contractor who will set If to d)set anchor bolts. I - f Diagomil 13"ard slicathilig I work In the locations established by the Contractor who requires these Itent5.These Items shall be provided arid their IOCdt[OhS 14.Damp prooling:work Included; . I"KIl"'or I".,ig" 2-8d �� Oil [let slippolt (Prescriptive Alternative to Table 3.6) - coordinated sufficiently In advance,so its not to delay the progress of a job as it whole.All such Items,5liall be Incorporated 50 a)all surfaces to be damp proofed shall be dry,(lean,smooth,free of dust,dirt,voids a nd(ratios and shard I"x I or,for ivider . � 3-8d .3_�Od I Per supPol I - - __ __ - - - - - -- I they will meet tile correct physical elevations offloors at each level.They shall besecured Into tile framework for concrete so projections. . � - __ CEILING SLIZAT11ING I �, - as to maintain their proper location and position during the placing of concrete and romoval of forroriwork. b)allow 24 hours prior to backtilling. �� - Dead Load,kssumption-s: sserubly Ill, 10 Psf ________1 14. The Contractor shall conduct all work to preclude tile effects of weather on completed work,or work In progress.Tile c)apply masUc emulsion only when temperature Is,10 degrees F and rising dnd lit dry weather. � . - . F ___ RoofA 11 � 5d Loylels ,ude'd/10"field - - Contractor shall assume ail responsibility find expense of ternporary enclosure5 where necessary.Dust partitions are to be d)apply CelOtVA Trowel Mastic or approved equal on all foundation walls below grade at basernent and crawl I , I;ypstlin Waillwaid �, _��d�..I.,�I ---------____ 1__11 ____ - f _ ("I'luc Sc,oncl(;list W111LISPeed(Illph) 85 I) 1:��Ut I I�0 120 1 30 1 ,40 151) i, � --- provided between work areas arid tile rest of the building. spaces� t 0 .WALL SILEXUlMoG.,, I 0 1 - A. � I - I ,,_,,,StraPI,I 14�6 1 15. Each Con trod cto r sho 11 b e repon5l b to for a 11 I oss or dama ge a risl rig from tile ac U on of tit e elemp on is sit ch as wate r,heat,wl nd e)mastic shall be applied at the rate of 1/8"thk k wk. I �tfllcltrral 11311cl!t ad 10d (sce'I'able I I0 To our Pill 1, . off I �lutitti�:rofXdCt)tiiiiioii�IA,ir,or 10d BoA Nails ineadi cridol ______ or other UnfOr5een difficulties which iTiay be encountered lit performing tile work to be done under h15 contract.Ili tile event . 4 __ I ... -_ -_ � Fibelb.ard Pallul!; - ___ I I I - If 7 �) 2 1 1 11 of any suspens on o wet* 'edc i oil rac or or It - on rac or s tit pro ec I s wor oil Ina er it s dya(is (amage. ny wo . 7/16" , (.it, - 3"edge/6"field It 4 I or materials that have be n damaged or destroyed because of rallure of tiny Contractor or Sub-Contractor to protect his 1.insulation shall be fiberglass batts-foil one side.unless otherwise noted.thickness as shown oil drawhIcI5. �� 25/t2- 8d, I"edge/6"ficid It, 1 2 11 11 3 work or materials shall be promptly removed arid replaced by the Contractor. I , - ,I ?0 2 11 2 1 ,I 11 11 6 16. Any Ina terials or workmanship found at tile time to be defective shall be remedied tit conce,regardless of previous In5pec Staple pads oil foil OVER training. ; 1;vIor,IIIII Wallboard 5d couler5 5d Coolers 7"edge/ I 0"Could I I 2 '.1 2 2 3 i 11 5 1. I tion.1he Inspection of the work Is Intended to aid the Contractor Ill applying tabor and materials to arid In accordance with the . 2.All exterior nallIng,In exposed exterior Wood,Shall tip aluminum or galvaril;?ed. I �� Rd ad (sve'rable 3.1 1) Ll S 6 1 h -)so the Contractor front any of his contractu I obligations. 3.Provide"cats"at all exterior and bearing walls find all walls river 0 feet high.All stud franilrog having(in " I Ilardboard unsupported height of more than 10'-O" k to have Stud bridging or otherwise he braced In an approved man- A 29 2 2 31 specifications,but such Inspection shall not operate to relet it I ,I I Particlehoard Pariels Xd Hit (,see ritantilacwtur) %2 2 3 1 It s I X 1) 1 17. All new materials find Installations shall be In accordance with manufacturer's latest printed specification,.;and with code tier at Intervals not 6xceeding W-O". t / It, 2 3 I `i 6 I it requIrpments. .1.All floors designed to withstand if combined live load and dead load of 50e per,.q.ft.for living areas and-10# . Diagonal 130�a,f d sheadlilly, - - --- ----,.-- aterials shall be new,its called for Ili the drawings,and the best of their respective kinds.No substitution shall be mijde per Sq.ft.for all other droLas. - 2-8d 2-10d per si�pport ---------------- 12 1 1 1 2 2 � I ,, k I 0. All Ili, I . I"XI",of I"OV, I by the Contractor without the prior written approval of the Architect.For portions of the work riot shown In detall but which 5.Design timber stress-Fb i,8X E=1,600,000 ps].Douglas Fir Larch No.2. . I"x 10"or widei 3-8d JAW I - Pei suppoll I 6 I I 11 2 2 1 ; 11 are shown generally.or for reasonable Inference as being required for a proper and complete.Installation.the material, 6.Provide cross bridging or solid blocking @ 8'-O"c)( maximurn floors and cellIngs. : ___ I FLOOR 811FATILLNG 20 1. 1 2 2 2 1 ') 11 i methods,arid workmdnslilp shall conform,as a minimum,to Lite 7.Studs,sills.posts,beams find joists shall b e const I'LIC tlo n grade Douglas Fir No.2 a ppea ra n(P. . � - ====== , . - 11 I� -1,1 2 2 2 4 I 11 S f, . typical or representative detail throughout tile corresponding parts of tile building. 3.Studs are to be doubled at tile sides of openings In exterior walls an(]hearing partitions.All headers 5'-O" Stfucimal Panels ad iLd 6"edge 1 12"field *2 R 2 2 1 i 11 S f, .1 I 9. No materials of any kind shall be used upon tile work until It has been I nspected and accepted by the Owner.All tit,)terials and over to have it minimum of a double Jack stud oil both,sides of opening. I",it less 6"edre/6"field 32 7 11 3 11 It I 6 7 rejected shall be Immediately removed front the work and riot again offered for Inspection. 9.Joists supporting parallel PdrUtictifis,,,paced apart to permit tit(?passage of piping or duct work.are to bt, � greater than I" foil 16d 16 2 2 1 .I 5 6 ,�, I 8 20. All work shall be executed In a workmanlike manner and oil mechanics shall be skilled In their trade, blocked at maximum to"Intervals oil bearing partitions arid 32"Intervals on non-bearIng partitlons. DiaV,orial fluard Sheathing tier talplooft ______ ____ - - - 2 1. No note or detail or lack thereof shall be construed as relieving the Contractor from execution of all work lit acro rclance 10.Where joist hangers a nd other steel frame c.irrl ers are I ritficated.(oil tractor I co provide arid utill7c,t lit, .. 1",6-tit I"x 8" 2_311 2_10d 12 1 1 1 1 2 "! 2 5 with till state find local codes. proper smooth Shank and/or annular ring nalls its recomnionded by the hanger manufacturer,to Insure ill(, � I-X 10"or wider 3-8d 3-10d per suploort - I I it I I 1 2 2 2 1 I 22. Architect Is not retained for site Inspections and/or observation of tile construction. appropriate Shear and wIthdrawl capacity of the fastpnotirs� �� I . � Nailiay.ictititreincrits are based 01%wall slicathilli;flailed 6 Indles orl-ceiller lit tile Panel edge.Ifirvatisheathing is loaded 3 inchus on-ceiller al[tie 20 1 1 2 2 2 3 i ,I 23. The Architect has not been retalned on this project for bidding and/or the negotiation and admInIstration of tile Contracts I 1.Provide r1re5toppIng its,required lit compliance with part R602.9 of NYCRR. � . Vallel cilgi;it)obtain higher shear capacitic3,flailing requilcilleflits for stfuehaal inefributs shall be ducibled,or alternate corifiectols,such fei i;hear ,I 5 for construction of this project. 12.Do all cutting and patching for all trades.In bearing walls or Partitions,no stud 1,,to be cut more titan 1/3 of I Elates,shall be lised to maintain the load Path. I 11 12 24 1 2 2 2 I % 3 X 24. No request from any party for Information regarding clarification,arnplificatIon or explanationcif the drawings or notation, Its depth to receive piping,duct work, or electrical wirling. . �. I Wife,,wallsheathillf;is coliti,luous over corinctited incillbers,till!tabulated ritainficir ofnails shall be penifitted to be reduced to I-Hat ilail four foot 23 1 2 2 J 3 I it 5 5 or request for permission to vary or deviate rorcorn the requirements of these drawIn95 or notations,will be entertained by the 13.Provide double joists usider all Posts,Partitions parallel to joist,,,and arround,)If Openings.Provide(101.1ble I� I I Cefro.Sifill fC.%iSIdIa I I gagC f0criall;Dails arid 16 gap flat requirellient3. 32 .1 2 2 3 4 -1 S 6 Architect,unless they tire set forth In writing and addressed to the Owner.ft the Owner refers these requests to tile Architect, training around skylights.Double all beams orlol5ts under bathtubs and heavy appilances. � . .. ,e stapies ate penitittud,cliciA 111C foraddiliti ______ the Architect will,with rpasonable promptness,consider the niatter and respond Ili writing to the Owner for transmittal to tile -14.Contractor to provide"Simpson"hitioricane clips on ail rafter to stud(orme(tions&on all stud to box I . . . . .. � . . . I .. 36 2 2 1 3 14 5 6 - 7 - - - . � I-- -- -----------_- ---_-_--- i . � I I I �_ - I I. 12 1 1 1 1 2 11 2 '21 party concerned.Tile Architect does not,nor will not,assume any responsibility with regard to the above mentioned types of beam connectlonS. I V, Inquiry unless above procedure Is followed. � Table 3.9A Rafter/Coiling Joist Heel Joint Connection Requirenrients I6 I I 1 2 2 2 3 3 23, The Architect shall not be responsible for tile performance of the General ContraCtOr,any Sub-Contrtictors or tile Owners 15.All exterior openingii shall be properly flashed. I I �11 . I Table 3.9) 1 20 1 1 2 2 2. I I It . own forces,nor sliall tie guarantee tile perrormance of their contricts.The obligation of the Contractor shall riot extend to tile 16.New work shall tie lit and lap Into existing so as to prevLnt leakage. 1. t ., (Prescriptive Alternative to � liability of the Architect,his agents or employees. 17.Flashing to be provIdod tit fill floor penet rations.pipes.verits,slcyllght�,,chimneys,and roof ventilators. , - I -I I 1 2 2 3 3 11 .1 C d s a I I of foundation walls. 1, . __ - -1 - . ____ ._.___._________.___._ __ --------------.,----�------------,-�--.---- -- ---- - ____ 6 12 2 26, Items shown on plans but not specItIcallystated Ili the specificatforls a"d/or vice versa shall he considered to be Included Flashing to be provided at hips,ridges,valley5.changes of roof slop�s,gable en . of top I � � z 28 1 - 2 2 2 3 -I It S All roof Intersections to have flashing to extend 8"In Path direction.All flashing to be alunflnurn unless noted � r___ Dead Load Asstuorithons:RocffAs6cudily DL-10 psf 11 In tile contract. otherwise.All rafters to line up directly over studs. 32 11 2 2 1 1 It 5 27. Items not specifically called for by manufacturer number or grade speclticdtlons,shall be furnished Ili the most economical . i Roof Livc Lead Ground Snow Load I � 16 1 2 2 J .4 11 1) 6 model,grade or manner of Installation. . IS.Install Shims to provide floor pitch under sheathIng and perpendicular to the roof joist,;to provide for roof . 11 = - -____ -1 -_____ 28. Each Conti-actor Shall carry Worker's Compensation Insurance It)tile aniounts prescribed by law,and liability,bodily Injury. venting Ili i� 20 psr 1 30 p5f 1 50 plif I __._ 70 lost 12 1 1 1 1 1 � 2 2 automobile arid other Insurance In the amounts and periods satisfactory to tile Owner.The Architect shall be listed,,)5 additidn flat roof areas. . � 16 1 1 1 I ? 2 � 2 1. t Rourspan(R.) � . at narries Insured. 19.All Interior leaders are to have 112"foam sound Irsulatlon. � 20 1 11 -) 2 1 I 1 20.All Intprior dcoor�.(o be 1-3/8"hollow core lauart veneerod with approximate hardware.Contra(tor shall I 11 - -_ 29, 'Tile Contractor,Its agents,servants find employees shall Indemnify kind hold hdrnriles5 the Owner and thc Architect and I __F 36 12 1 24 I - . 12 1 2,1 F_Ti7F24 __r _�6 1 ZEE=�3(, I ) 1-1-12 Ii 211 : 11-�i,, 2 2 2 1 i 4 - their Agents and EMPIOYee5 front and against all claim,,,damages,losses and expenses In(luding Attorney's fee5 arising out of stipulati,an allowance for all Ic)(k Sets. Raller Slope Railer Spacirig Required Nuinber of 16d Coalition or 40d Box Nails per Iteel Joitit Cillifleution 12,3.4,16 . 28 1 2 2 2 1 1 .1 .1 or resulting from the performance Of tile work. 2 1.Use wilterproof membrane flashing river all outside docor�. ' � (if)) 112 2 2 1 I I 't I � 30. In any find,)It clalins dgdInst the Owner or the Architect,or any of thler Agents or ErnplOyeeS,uy any Ernployee of tile �RdOFING - � I (� I — I .1 S 6 � 7-., 36 2 2 - J I Contractor,or Sub-Contractor,anyone directly or Indirectly ernployed by any of them,or anyone for whose acts of them may i 12 It 7 to 11 R 12 1 1 17 . 114 1� 22 - ------------________ I ________ --,-______- be liable,tile Indemnification obligation under this paragraph shall riot be limited In any way by tiny limitation of)tile amount 1.Fasteners for asphalt shingles,;hall be yalvanized steel,stainless stee[.alunflnuin or copper roofing naJI,,. 1 20 2.) inininiurn 12 clage shank with a unlrilinurn 3/8"diameter head,ASTM F 1667,of it length to tie.notrate through ; I 6 5 I) 13 � 10 15 8 15 22 1 0 or type of damages,compensation or benefits payable by or for the Contractor or Sub-Contrdctor tinder Worker's t i 12 the rooting materials arid a mInlinurn of3/,1"Into the roof Sheathing.Where the roof sheathl rig 1%less thrift 3/4" � 9 11 71 I 2 211 11� Conpensatlon Acts,Disability Benefit Acts or any other Employee Benefit Acts. ! it)2 6 I 1 16 6 12 Is thick,tile fasteners shall penetrate through tile Sheathing,Fastertpr5 shall comply with ASTNi r 1667. � 3 1. All work let under these drawings shall be guaranteed against defects lit material and workmanship for a period of one(I) I � 24 7 I I lot 9 15 23 1 1 22 -J3 15 21) 41 year from tile date of the acceptance of the Owner.Granting a Certificate of Occupancy,or tile Owner',.;use of the prenlLsis 'EXCEPTION:Asphalt strip 5hingle,5 sildil have 0 minlinum Of SIX fasteners per shingle whPilki the roof 1�, I � --- . - � . I 2 1 5 X I � (I I) 5 I) I-I 6 I I I I Shall not constitute dcceptdiice of the work. . )it one of the following catagorles:(areas within I trille from the water) I � Ill 22 32. Contractor shall Inspect site and make all appropriate Incluldres to determine conditions arid field Construction crIterla if. Tile basic wind spcsed per rigure 1130 1.2(1)Is 1,10 miles per hour or grvatoo�r arid the tmve , I 9 I 11 1,20 feet or higher above gr,tcle. I 10 It I If() 4 8 12 6 1 1 17 � 4 12 I) IR 77 prior to submission of bids,and shall make no additional claims regarding site conditions thereafter. I � 4) I , Ill 20 . t 192 ,I 9 12 5 14 J. 33, Contractor shall obtain all required approvals,permits,certiticistes ofoccupinicV,Inspection approvals,etc.for work per b. rile basic wind speed per Figure 930 1.2(flls 120 rrilles por hour or greater. ; I I 2. Asphalt shingles shall only be used on roof Slopes of two units vertl(al lit 12 units horizontal(2:12)or gr(�,itvr. 1 211 5 10 - 15 6 12 17 9 17 2s 1 1 22 formed from agencies havin9jurlsdIction thereof. �� - I 17 11 11 b 3 5 "I It 7 1 0 � ') 1.1 341. Unless otherwise agreed upon between tile Architect and Owner, the Owner shall pay for find Contractor shrill obtdill it For roof slopes from(2:12)ill)to(4:12).double underlayment application Is requIred In a((ordaw P with Soction 1, J'A 16 3 6 9 3 6 (I 5 9 14 6 I 1! 19 building permit from the village prior to starting any work. 11905.2.7. 1 35. Tile General Contractor Shall coordinate scheduling o(Sub-Cotitrdctors and other Contracts and Shall provide every possl J.Asphalt shingles shall have self-seaJIng strips or be Interlocking and comply with ASINI D223 or 03,462. . S 12 192 It I 10 It 9 11 (I I I I I, 7 1.1 "I � . ble cooperative effort to coordinate completion of all work.Tile General Contractor shall crnplete a comprehensive shcedule ,I.Ili areas where tile average daily temperature Ili January Is 25 clegrees F(-,I(Ifigrees C).or 1(-v,or whorl � ,I I-, 5 9 1.1 7 14 29 9 13 -11 I o(dil work pertaining to all contracts and shall submit same to the Owner lit an acceptable format for review well In advance of Table R301.2(1)criteria so designates,find Ice barrier that cot0sts of at least two layers of underldyment i - 24 8 � ___ . ____ _T� - . I . work commencement. cemented together or of a self-adhering polymer incidifled bIturnIn sheet,,;hall be list-(]Ili[left(if normal I. I 2 1 3 5 1 ,I 5 1 5 9 It I 10 GYPSUM'NALL BOARD INSTALLED IN I ACCORPANCE WITF4 CHAPTER 7(IN TERICIR) 30. Contractor shall coordlndte construction activities with Owner to irflohnIze Interruptions to normal owner operations. underlayinent it rid exten d from the eaves edge to it Pei fit at least 24"Inside tit r,ext erl Or wa 11 tin(,of I he bldg. 16 3 11 6 3 S I 11 7 1 0 � ') I I . I 37. The Contractor shall conduct all work Ili such it ryidinier so to not Impair the structural Integrity or stability of adjacent 5.All metal flashing where called for oil plans shall be alurrilriurn. � . 7.I,P () 8 ,I 8 12 5 I O I-, I / I . structures,equipment,or utilItIes.Should damage occur as a result of the work,the Contractor shall repair or replace said 6.Contractor shall provide gutters and leaders its required and shall(onnect thern to tho approved storm i 19.2 3 5 7 J r, - , ddilidged Items to tile satisfaction ofthe Owner,and at the Contractor's expense.the Contractor shall bear dirty find till costs water drainage system as required. . � 24 3 6 9 'I 7 10 5 10 15 7 13 I') 1 dd NAIL AT 24 IN.D.C.�� aypsum WALL BOARD ItIsTALLE0 I N * , - . . . assodated with Work DISICOntinUiltion,Engineering Con5ultdtlon,Materials testing,Repair and all miscellaneous related Items. 7.All exterior openings shall be property flashed. 1 12 3 -1 -,I I I 'I 1 4 ( r, 9 k I �� .- -K_ . 38. Tile Contractor Shall have a competent represent,ttive or forenrldn present,who shall follow without delay all Instructions 8.All work shall bear d written one(I)year guarantee from Rooting Cotitractor from tile date of file Owner's � .1 I . ACCORDANCE WI TH CHAPTER 7 - , I . �Pl of the Owner or his/her assistants Ili the prosecution and completion of tile work In conformity with this Contract,and Shall i acceptance. 1 16 it 3 5 4 5 It 5 9 4 7 11) - I . WOOD STRUCTURAL PANEL � 9:12 19.2 ; ,I 6 3 It 6 1 6 9 ,I 8 I,I I ___��__' INSTALLED IN ACCORDANCE have hill authority to supply label*and indterldIS Immediately.The Contractor shall also have a frompetent representative avall 9.All roof Intersections to have flashInU to extend B"Oneasured vprtically)above flat roof. : I ad NAIL AT 24 IN.O.C. I WITH TABLE F1602.3(l) able to recleve telephone messages and provide a reasonable reply as soon its possible,but not later than 24 hours. 10.Built tip roof Is to be of 3-ply built up roof with gravel topping:if(,Into existing. � 24 3 5 7 3 5 1.4 It 8 I I 5, if) is .� 39. The Contractor shall,at all times,provide constdi n arid easy access and safe and proper fdcliltltes for tile hispectIon of all I 1.New work Shall tie lit and lap so as to prevent leakage. I - I - 12 3 3 3 3 3 3 3 -3__- 5 i It 6 - . __ I I ad NAIL AT 6 IN.O-C,QN.ALL FRAMING . . . parts of the work. 12.All exterior naillng.shall be aluminum oi-galvanized. 1 3 6 , t l AT PANEL EDGES AND 12 IN. 40. Before any payment will be nidde by tile OWIler,tile COIItrdCtOr Shall deliver to tile Owner any w,liver or releases of any 13.Fleshing to be provided at all roof penetrations,pipes,vents.skylights,(himney%and roof 16 3 3 4 J 3 it ,f I I 3 / L I I MEMBER3, FRAMING MEMBERS NOT hells arising out of his contract,for work completed its of tile date of tile request for payment.file Contractor shall also deliver 12112 . I O.C_ ad NAIL AT i2 IN.O-C ON A L WOOD S rRUCTURAL PANEL D.C.ON ALL ventilators.Flashing to be provided at hips,ridges,valleys,change.,,of roof%icipe.giiblo ends iiiid top(it foufl- 10 191 3 3 4 J 3 5 .1 5 7 3 6 I) ad NAIL AT 0 IN AT PANEL EDOE!i, . i ail manufacturers,warranties,guarantees,operational and maintenance inanuals pertaining to his work:furnish evidence datioll walls. I (ALL PAhEl.EDOES) FRAtANG MEMBERS NOT AT INSTALLED INACCORPANCE, . -. - I It ) - 11.All skylights Installed In roof systern with p1tch of 3/12 or Ies,,,fire to be mounted on rnin.4"high I Urb,. $ 2.1 - . -ty might 11)any wily be responsible,have been paid or otherwise 5dtisfled.Each con ,roof pitch under 5heathlrig and pt�rpvndlcular to tile roofjol,Js to provide lot,roof I 1 3 4 5 1 3...__ 4 6 3 6 9 9 I I PANEL EDGESS virr"TABLE R602 3(l satisfactory to tile Owner that all payrolls,bills for labor, materials and equipinLiat,and other Indebtedness connected with his, P. work for which the Owner Or his propel 15.Install shims to provldc t . . tractor Shall also deliver to the Owner written gllaralltee5 If,fQrIIl and whose terim arid extent ovill be established In tile venting In flat roof areas. . (a)OUTSIDE CORNER DETAIL . . (b)INSIDE CORNER DErAIL agreeinepits between each Contractor and the Owner. )6.All Interior leaders are to have 112"foam sound In5ulaVon over PVC plp)ny. . 41. Each Contvactor 5hall be responsible for cutting,fitting dnd patching of Jib,work that nifty be required to Complete tile ' I -ndanUer any work orally other Contractor by excavating,cutting,or otherwise - work of his contract,no Contractor shall L ELECTRICAL No,rES . 11 _______. �I ,"I'll 11 I . � - altering any work of any other contractor,and 110 COntrdCtOr5IldII do SO Without the prior written consent ut tile Owner. Any 1.All electrical work shall be(confined to tile space and loclitlon allowed for it,and,hall be In strict or onfor- .. . "I ...... �� .......... -_ � t ontarice to the National Electric Code arid govertilrig munidpality. ,-----11._--1 -��"I'll, __� � ... . __I� . . � SM.0.6 P_ i Cost$Caused by defective or Ill-timed work shall be borne by the party responsible therefore. I ,, J 42, Contractor shall brace,Shure,reinforce and/or underpin all structures,including neighboring structures,as required for 1 2.Provide Separate circult5 for all drorill c(is,arriperages basvd off wanufa(tUr(,r speo:111(attons. -14 (" 1/2." 1-11 r�l �,J/1�, 15,_�"i/-P-, ,_�-, 3.Contractor 15 to verify with owi � itfie owner will be purchwAny appliances arid having them I ristalled by I - safe operation. [lie Contractor Is tu take ail neca5sary dnd prudent steps to shore and brace existing structure prior to li :Eg �n t,-/�-C,t i V-_P,5 Installation of headers for new open]nUs. Tile proper and safe execution of this work Is tile sole responsibility Of tile COntrd(tor. others prior to subrtilttltlg it bid on the proje(t. i I - I I �_- ", Stud - �, ,13. Equipment and devices ofa temporary nature required for tile construction processes and protection thereof,such as scat 1.Contra(tor shall Install.as per Owners direction,any and all Intercoin,alarm,thermostat,telephone and/cor � I I . I TABLE R301.2.1.2 � - � -LJOI.Ill Plate t . , . folds,strigIng,platforms,runways,hoists,ladders,chutes,temporary flooring,guards,rdlllngs,shaftwdy prolectloII15,etc.,for TV Antenna wiring Ili wails prior to sheett-m king.All wIrIng shall be((in(ealod lot walls,flocirs,or(villngs, I I I �.; . 5.All wiring shall be copper and all work conform with NEC and NYBrU aild�Ilall be Board of Fire Underwriters - WINDEJORNE DEBRIS PROTEuION FASTENING-f SCHEDULE - - Wall Stud Aochor Holt I V the protectloin ofworkmen and ofthe public shall be provided,erected,and maintained Ili accordance with tile roaquirements � 1001'I.1.2 1 11 I e I-11 11 I 1)ressu re. Wi I idows I it bit i ld I Jigs I0- FOR WOOD STRUCTURAL PANELS",b-",d ,-Anchor Bolt -1 I/ __ - . I ofthe New York5tate Building Construction Code,find till other laws, rules,or ordlotaces ofali Governmental Agencies having approved and Include(tie following: � 11,111 11,1%re gl�jlk:kl -------,------- I .__ // r a)all wiflng for new sw�lches.outlets.fixtures.re-Or(ulting necessary to aflow for all new work,ail rowli-Ing of A CillCd Ill %�1111.1-1)111'11t! 4,161IN legio-olls S _--- -------,-.---------_________.______,___________ /,/,,-Bottom Plate " --Floor jots-t jurisdiction.Contractor shall provide,erect,maintain those Items required for use,obtaining all necessary permits,Inspections . 0111 WAIII-1 _ -I-,of-II)c litli I ! FASTENER SP I AGING(incites)______ �w-_ '//steel Strap lapped under sill plate - _ _'1�__1_1i�_1_'__'-____1 - existing fixtures and labeling of circuit breakers to Indicate circuit use. . Opellilly'; protCCte(l fi A)Orne ilchl ld- I __ _---------F---- - I �/ 1 1* , .t. 'I and approvals,,told remove those Items which have served their Purpose and when directed by tile Owner,unless otherwise � I Ili!ill ac- I � 'I "ILI I I/Lit'Azo �,�!J C4 VS / - I I. I stipulated. b)furnish NFOU Certificate fit(completion of work. �11 a feel�P' .1 I r �Iaflel Upal - 'I'00''4 Pa"to Im,sluill hC(lesit'lle(l;1:��I 1);Iltl:lll\ CnClko,�e(1hII,l(li TYPr I feet __ -P-n -.5 6 I-t span:n 8 feet __ ___ - . , 1 6.Furnish find hi,tall shigle station sanoke dete(tIng alarm device Ili compliance with 5e(.72 1.1 of NY5 Building � - ___ ------- -I-__--------__- ) __ - - ___- I—- ____1 I I- 44. Contractors shall make timely submissions to the Owner Of tile various Items as set torth so as to allow reasonable and tide f. CIEl'i'dMice %�fill file P11"011w ('10" f, \,(,If )�)Oi, State �__1____________ t I 21" ------r 11 1, I (Itidte time for review,possible correcticoln,possible resubmIsslon,and for approval of submissions Without deldyin tile Code arid shall be provided outside each Separate sleeping area.Ili vao:if sleeping,,pace and(in Pa(h floor level. v � V t! -- - NO 0 SLIC%�` I(I" 'LIT-1H. 11 If I ;,' -----, __ - .--I ___ ,_.-- __--o�' _____ '(1-MIE11 __ , __ I I. . - 7.Contractor shall verify with the owner.location find quantity of Ilghting fixtures.swlt(hP.S.Outlets.k?t(.prior 1. I I_____ _____ __ - -_- - '] � , Glazed opellink, plott_,Ctioll 1,01 wilid-Nil.Ili: debris 'J �Ill I ' L , 11 1, Sill Plate i . progress of tile entire project or any phase of tile project. I- I'N I L.`�,, ,1�scle%�, _ I I(, 10" I I-" i - IM-11F-7111 . 1, ___� to providing a bid oil the project. Ilict2t the 1VkltllICIlIL11II�ol'lllt'f OlLe.\ll.',',11L' I CSI kit' \s� __________-__, - I--,____ __ --L---------___._ -______-________j - 11 -1------11 -- � -----,-- 1, (. - 1-i 1,,I I I!,,1, - 25 4 loon, I kli,t- ttA 6 111111, I 1101.1i'd--4 44',�,N. I ff. r 11: .1 - steel Strap lapped under 1 8.Provide a inhilinum of one outlet lit a hallway that ex(eeds 9'-O"lit Ii'llyth. I- 1000 �111,1 ,)I 'v,)INI I 1:�, I i- Li I 1 03 h ply wi th al I of the requireinerits of t he 9.Provide one outlet Ili each room it rnInInittin of 6'-O"from tlie entrance to that roorn. �1 �(, lt,lercllCed tilcl(:Ill I 1.16'.1-vi 11-11 - 0,14-1 lll"� -I = IIE_-111 - - ANCHOR p I 1 51 11 Ill 11 t V 0 Provide a minimum of cono GFI Outlet wIt fit if 3'-0-of any sink,if)d d fill tilmun I fit nne I n every b,it if r oonot C� -tkumd lmllelt, \%]Ill 'I ImItI11111111 11 I 1,:, ta"It I ho"'I ,.I, I ii) 1!11,11 w1fal ,pevd- �11�Lf 11 �' fli�)� IIIVdII lok" I V=I _�1-1-7--]11-H1 . /t.f,A 2o e_-,J-,,0 6t Vzi- BOLTS 11 , 1� Vi,ception: %�,)Okl �fl -]I ,-- IT �nless otherwise specified. ?, h,,hl - ___ lIF::!I1'._ - I Reslderi de Of New York State, including I 1.Contractor must verify with his licensed(,It,(trl(lan If tin upgrade(if Pl(-(trical servi(p Is roolufred trir this !z thlo:1,11c�',,11 1"111,:11( I I I 111111 I'111d�t m.1\1flitlill "11:111 1� � 11 ,y COLUNIN I . I project prior to submitting a bid. ,I , , I.,,,I C,,,I%,e,,II 1,, ,�Iq�ill,,!.,I,,plIj,sIrJI ,-fill,0: III,' W'Aid S�Iu,wlal par,el. . L "I - -I. ` --I ,:� II)III) . 0I Opt - " "11 -paiiels,etc.for relmatImi as roquIrod hor the projeo:t. ,)I' :� I,�,,�t (, '11,111 ho: i)Clllllll,:,i I :M111-1 F,�,iciicl-,,I�,,Ill.,,!,�,;)I("I,l�i'lilili,tiii.klI I III'Al If('111 Ow,:J,,v(it tile Pall"l. /� �� ."; I I <,"�1 f-- K i,j/_L U BASES i 0 1 2,Contract or to verify lot ations of masts.met firs,still � I)],I I t"I I k 11 I I I I,I 11t, A FILI I%�0-11 01-N lit I I I I I I I I,-,, P�l I w I.,"ha I I I 1,!<-11,�;,,11,itt I,,'11511�-,'IU�11!1�1 I'Clicilate diloilAl fit'. Cx1crij)] ��all,.(,V- ___/ ..il Chapter 'I 1 Energy Conservation. (2010 Edit- n) contrat.ter tnust also notify tile Architei:t of lo(,itlons If riot shown on plans. � - - 11 , it, 1 14_v L r,>zo W�_ I . be III co,kit to co%ci 111t:Ll�wcd�II)CIII IW�%�fill�Itulclwwlit -;1 1'�7, '11 J '. 11111,1111,111,tA I';, IIII.III-, till,, %100d wall lialillog, and 11 IIIIIII I P,EAM -,,: 0 - - � ,,,�� S-�A- , I � H�_l q , , , . tl) :") ed in accordance With the Alnericarl F'OreSt PLUMBING NOTES � 11,I[k1\%,11 C pi I'\ldk�kl! Al(�whlnelil,l ,11,11 I ht: Ill ok ldcd ill .:L,111 If! 1'',IIILIII' IFit')"0111 IVI,.bl",K 0I -,lit lotc,'Ild 11110,Iecl frailling ld� __ , , -loi�,I,:d�,11111,;11111111 Lif IIATS12 ,/,,/ ___ "I ___ I.All Plumbing work Oiall lie lit strio-I I ofiforfTIOD(t'Witt),)It StIlIP arid 10f lit Codr,' � , / - �, , 10�1 ,! I I I ;t,,.J,,i',tfd lki,.IA, I.x,t_-I1uIN ,11,111 h, ---' , / .-- f, � I Z"M 1 f4, I -- � ) M010161 ,, "I - ': ,It,to)f,h I I C�� %�I t I I I�t 1)It: R 0 I I i -,k,I ,I I�I I I hi:k I L��,I,-,I - '/ /_ 21t 11"� I_ -I �, I Martual for One & TWO fi'alilily 2.Hot Witter heatershalf havea maxinium to-roperatuire,ettinct of 140 degoF�F - I I li", 1-imi,;I� ,,J�1, ,1: IJ�11'1� J1101i Ill Ll;;Ilfl'!�_ , , � .i"'�'�� ,�, 1� - Assoc. Wood F'rame COnstrUction .�� - . III 1'�',11,[[)It',�,11111'1111e:111 Aiid�1ALK1111L k),lds,Icl�:l limlekl . - . .. I � - E�;r, . '>" - _,_-_.t.� I " S,/-� � _', � -, I . , 1�'t q - i 3,Provide hot and cold water supply line%to a new refrigolotor if,reciulfred by inanufa,turer;,,f)(,(_IfIcatIom. ,___- 1 , I , ! Al�'TL 1,11"' �� At,idl" [,� ll;OA:, �11 WJ,�l)t1i." - ___ ." I 11 -1 , � 1!1,i�,�',I!tl,ilicc%�-illitilcpfk)%I�,lk)il�",;Illcl?."i.:,/Iit,�( ''L/,, . [!�,,� ,I;,,Il nc, DISTA"(E 1z_k7_ , V -3 0 L--T C, , 4 1-4 r-- . f,, /-,. '-,I J,) ,-_','�-it- ,-�II,-,,,C.R.0 4.Provide In5ulation On ill[new piping as required by tilde. . . . - — I . I I (d 11 D we.1 I i n(j s 2 0 0 1 Ed i t i 0 11. (Prescriptive Method)) � . . , lilliWiRl1l; ullilllal� - - I., � 31 1 TE: - 5 Remove and relocate all exIsting piping cis reOulred to assert,tile Procter oxv(tilirm of tow wr)r� I,e:--V).,i�g---_ I , , I -_ 11 _,h1'1_I i;"t.;� .'t-ou"ll 11"I't'llit `:,Lhol, ha,�Iliw .1 , �/ , �, 1�_�, I I A I I NO I '___-, ,, 'e, - 1" , � 11 I � , !, s('11, I, X -,-- . jr ' , " I ,// I 'I \,.,� .. � ... t1,d!_.A,jpx_11.� ol Pit)poin"I, 1 Fi--- . , : �, ��. . `,� .. 1,m I If I I'l tj 1`�i 6.Below grade Wdstie lines.Shall be XIICI Piping. I � 1. 41"'. - ��, ,�-11 f1t, , � , - P !At ':E STEEL OR ,,p,-T-I -1 � . 6ENERAL NOTE5 � 1z I I_J 1 ;� I I A i ; il I I 1, I , 0 ___ : \- f, t_�� -1 I I I Ir- . ,I- - I :'ne rriech_wt,�al 54iretv shall be installed Ill dccordldrice,with,�ri_ipteri I 2-24of the 7.Potable lines shall be typf--L"(opper. . � . � V11' ' /) I 111 "�, I , " 'StAPSOtt Ef'.)LIVALUIT - C�320(COLED st-RAP) - -r-(,� I, if, " - P1, d/ �, - ,�l ,liul,i,) ,,-;,I I LIL STRAPF1,16 rO BE 1 ij,1720 (_ Jlf� � ,_� /.%', , - .�,1� VE I .:�: '�,e �:,!�>,:�7 � �� I I � I ... �� -- �. I I—- .- - � I y"I I,-, 4 I __ i:I : - , 1., TO SHEATIiNCU 0.All gas or oil PIVIng reuLlIred shall be performed by tile PILlintlifig(ontr,j(tor il � �.. I�� - "I'll � - I I I-1.I---_____. I , I" �11 -11 �.P, I-1i I __ D PPI:OR ,� ,� ,--,-, li�i�v�k��,y"..,L".,�--""�.'fA�s9ka�,.",U&]a"�, W411�_ . i � 1 - - il r 11 i .. 1� , I � (ALL STRAFPJ,,G SI!ALJ_ �31E NSTALLE ,d5iderinil c�dc oti New (ork 5tatd. 9.Sanit,iry disposal systpin shall if(-,County Dep,irtin(,nt(if ilv,ilth Servl(e,approved for iii,"Ign arld 1, I . � I .-_ I Z, I I I - - TABLE R301.2(i) � ; , ; - / : : i ,11 �� I 1 I 7eP Pf�OVGE "'AFTER T�) 1, I nstallat Ion.The Owners,urveyor shall tie responsible for deilgn and lo(afloll',r-f tile,,,,fac Miles as W�dl 11, � I .! . I ��_ ; .", CLIMATIC AND GEOGRAPHIC DESIGN cRiTERIA - - , . - -.----- - -I. I 11 � ; ;�_� I I I Kll�(-; ATTAI'llb-air Ver'&fl 2 The Plurnoiri-q= �5terrff Snail be iri5talled in acrord�lflCd With chdpters 25-32 of the.resitlerittal � T - -- - I ____.-.-----_ -__________ ___ ! - -,. �,�� : , �� I I I I Li obtalnIng all livurnits(or 11 __ - . - - � r - -------- - - " .�111 1, �I " � .� ,, .. f! -i_,,0,,,ED OR RAFTERS ,4,�.19 11 � . 11, "I I -'P IRC'%,,CE RAF-ER 70 ! SUBJECT TO 1) i � ; I �, �* \ -0 PLATES ,\�, ,�, --- , , 10.contractor shall prcfvldr�hot wiliter baseboard heat throughout tit pi!rIfnetef vdalls unless oths-rwis�!fi(!ted. i I AMAGE FRO11 i ICE SHIELD ' f : '1� li I i I � .. t,: I :: I _____------'-r---'--,-.-- . � UPIDER- I - . . . , , . f KT,'C,S � , ,. \, I__Pf - -t '- I , ,� I 1� , " 1,-11 I, -�: I . I CJ;UUND � y1IND SEISM-1C :t ___ -F I I � . .1 . I I [j) - ,, .ir F,_`�i H-2 I LAY%E1-:tfr Typical LSTA Insiallafirin 1-_�71 1 ,�I I 1 , , 3 Ele�trical cquiptirent and tulftog 5kiiii tie ln3talldd in ar-r-ordarcL Luiliff chcjpter5 33-42,A the I 1.Writer main Must be 7*-O"dWaY front the Sanitary disposal systern and,4'-0"deep. 1, - � I I 11-, � I I 1. 11, '_ -,!JAL 11`,� ' I 12.In boarIng,walls or partItions,no Stud Is to be(ur rrfork�tharl 1,13 lt�Lielith to ro(el�,e Oping,du�r(,,i�l,(tri- I JESIG?l I Frc)st tine . I # - i , I I 1, , . 1. .. I 11 11- 11 5-A E-'-'- ,`�4,1�1 1 SNOWLOA SPEED' I . I I Rf-aufflEly ;I . i,_, -2- 1 11 , GE AL ,,) LF -, -le of Net. i I RY'!Weatki -01 'c' i Decay : , - HALARDS' _ . . '. . rc�i,iendal co- v Kork 5t,dtd CATEGO, I eeinq'i depth' ; T al� I �, - ---------t------------- , I �. I I I I - -; , EF r _N_1.�,_rl I fte'i'atil 1 S�rt sp,tckbc z r- - 7E. . - 'i,,11��f_ . I I (olph) __--�- V�� --�- - � R_ 't,I---�!,:,17- -0, ,�_-- _�!:.' �2�/-- '." -______, __-------- _�I -___ V . I , ?-, -__ ,7- I r.,!,%- � . �.�,� , <�� , cat N-4 o r k. -f- - . , ,I . . \ - \ , . I z -- __----,------------ . � * � � __ __- - -r _B1 . St,t i 3�."i')m , ,.;� �,__ 111)lil, ; I I Ji mv_') ." I W_- 1. �I , , , I I . --- ------..- _____1 *I` N,� �� 4 Exterlar L'Arld(ADS arid ejla�s doorg shall De Irl5tAidd if) accorcJarfe,-,o,ah Se,Ldon Rb 13 5 1-3. � ! -1 ._It , , - -.- c, I, I � . : � , * . �- I - . -. - 1-_ ___ . -______ __- ;::" I , - �,"I I F��A, I !,. I - I , � �. ,I. : . � T . : I �', I 1-1 , �- "fP_ , Nountria; Allowable ,\, - , -� " NAILING & STRAPPING AT All qlazArig iriall corripit.1 with Section R306 ; I 1 , - ; 'I - - ;, 11 -111.11 ) '.� - L f,I0d,;I � 1\'11 , ill L , I . 1; �--- _.I ' ' 1) -, r - I I—— __ . � --- (:�_?_/ e - __��_ if" Post IJPIlft � V� `)l -, ERIOR WINDOW/ DOOR HEADERS 14 k�,�,,,_, ,I;-,,! -: - � � ,:. : � . : :_ , - , , I I I I . . �', - ,�,,�f I\ ill- i -A F-x,r , .I A � _� � 1: I-.!, . - � I . I� TABLE R301.7 � - . I I ____f-,--------A' Size �133& 160) I , 1,1 I := �0 �_ ,�41": 5 In ill frawed walls,floorsf and rooficeilifigs aimprising elerrierils of the buildinij trierinal . TURAL UEMBERS'��,� TABLE R'301.5 . � . AlIr �.�- ._.... . 11 - P,�ro"'LL te"I 1QrIRJ-,;1 to, A'AF, M"C",$) I ALLOWABLE: DEFLECT10f;OF STRUC __ -1 . -_ _�_�1_1 �, � I � " i�FQZ110 __ �f I i _________ lAittlIALIM UMFORIALY DISTRIBUTED UVE LOADS _.-.-.I ,___1-.. r- ', , ; � I 1-[A I 4�-1 _121110 .r ,I . ; -__________ -___ --------------.-______._____1__-------I .2oy-lope,i mousture ,apor retarder Shall be Iri5tailed art the warorri-in-tuinter side of the � - - - I I A 1 1 05�011011 In 36COM,11`11�d t6ith section 1 ,&!_L0ftABLE � . 4-"I F " ! -,/ , C P-4, I.t� �1200 � I f,fAILING SCHEDULE'B' : V'r(A)�;1A1E',1_-ST-,�_1;F11l Wlkt�U i 71�11 ; � (in pounds per squale 104Dt) ,�� , ,'�Z� r_- __ I I i I I i � , I I STRuCTURt-1 &LE-IABFA I SEFLECT)C" ____ %:�:, 1,� �::!��f�.,., 11 _--K11 R; I*, 4,>0t; D--'. 1 i'0411,J I�JKA 1,SQ,�'0,t3f1"JA."ifIX)P;,�E'IA1 ---.-- --I I , �11 it,t __,r- i 'At . I t k", ",, - � I � �_ t f �,kl�o,;!I 1- �'1_3,-1 fi.I,'- (�,��v I It_. f� _ I ---,--T- ... -4 .; ri:E.",_�.. ,Z;l 11-I'l-P.-i it I I VSE 1 UVE WAD__� � Ll�W' I 11 ,--, i I-_________ --,---- b /%ill and�efllnq III(if Sri d 3.;kwlf h,rvd J H-it ne-5 p read e.la 5 5 Ificatiarl of rict,�rejter Lit all 200-ith ; Li� I- .- I I-- �- I �_ .,_.____%_1t._1Z1�0 F,,, I 11 . � - �_O �- I !,f", i , ,_ H I - I I � � I I --1 f'k,. I-A r--,-�. -r, � V,V�J _�, .�fif"oo.- 1-1, I .� to � , -1 . -lot".;h ., : If I ", o i �i � jj�,Ii�j ,_t-�I�ng 41ta:ix-d lo 1--t-Ts __ A!_,�L�-A;Ili ill IT)-led ii,l- gv- 20 I ��;*'.,, -'Frt-,f7r5fl ffr- , 'I ,� I (r�'\ 'I . I J�111.61c-acvciopcoi iriJeo(ui riot gicuker than 451)in ai"ordefice Loth 5e(.dorl R31.5 I __ -__ _____ _______ I %, I r�1'1;f ") .,- - i : 1-)p'Li.�____ I 1i � I � , � : ___� � ___1o_____ _- --- � ,�� H/i'.�(. --To--I I,:, a� a fitiuIr-to ,- , - -_ 1, - r I -I - i -A-Z I lf�art ulaxit . I ., , I , " 1 I I - ,_I'-- -__/ � . k___ __ _____J____; . _____ -- -111. ....... '. � ; I I i I - - ________ I 1,::,,u,.c5%--iJ1',_o_'t��u:,f��I�;&' $ �_,__� ,1 ,4 I - . '.." 1 " I "�,,I I -_ _ A�;II1112111151titaiiliiI1124 -_ I '�f1tair �,l .-I�_ __ ,:�! I" �'� 'I - - ., �� B , ------ T InsulifJori shall fiave-1 flarre-5pread fridex affict greater tharl 25_L;ith a snioKe-Lieveloped . .-.------ ------------------- - -----------_ -- I I I -----------,r--*-r-_,-_--,7-,-- -_ -_ . . I ____ I I - ,�', . .;:I�t Fiffor I Iu, � i I I I - I � U �, I I C- 1 4 1 11 I ?. 11 -;f 4.) ,-I ": v." 1�1 51�iEET TITLE � fid plaslert-j ctilll",4-1, _'_ Dt�.kso� 40 � ( , , 1,J,�.� � i � -E __________�-_t --..----,--. --I--- --I---- index of not�jreater than 450 tri accardortace tuith s,ectiarof R 3 1�5 1 t�� 1, � z"", �__ ,'-1 � r, . ",� _._ .1 I — ______ \. I ,�I)Lot a , I J - __:_4 � _1 - .- � i - - - -_r-.----.,-, _____ Fl,Qrs Ii ------I_: --f 1�1 P'. � � , 111). _F____- I I __.". __11. I 14 11, ,_1 I., , I ,i . I I I 1-wl'ir-,`-, ______ , I I- I- J- I ' and e4enor wall Covering 1,, __.- . - - --- __________ - -- -----. _ - - -. 11 - I ,.� -/y, __ bo 1 1 , I �� -i�:�r - . I 7-m-_--l�__ -_--_ ��._r __-_ - L- -_ ,overing�5hall Ue in acoco-daric � - I -1-91 a C i2l-2)-,I f I I 2�------�_�_. All othi:.r-1,1rucWrld Mefflbt1S -�-If-_; Exi,!-fiur balcorlits 60 i.,-""', 1��I , I . 11, I . I - �I ,�,,�, � .jr! - I I ,a�.A (,I "I, - ti'LlIs,A.JLb plaster of SLUCCO finish H31 40 .�, . -: � I , - �__ - I) -, __ I � Interior wallf. � ,i . ; . _i-1 f P..1; _�!,±!�!_,L'±� t!tf,,Itti z3ection R102 3. / ,,� - V, - Fl-"0Z,_T NAME - - I ,,�',,,/*.\, Exierwir - -ae Cb,.-afic& . i 1� I __ ,hall be lit 3c�:,,,rdari,la Lf,ilrt,iedicon'103.4. 1 \ - �I .--- I f - ;(,i i fif __ ___________4._1._____ � - __ . I � 1,I I" : I ,"''I.I, I / , I � I -, 1-1 2 "22'd 3 i r-5 I . .,.�i I ,,�:!�,!,, �,, --wk a widt brittle fiati-4)es J , I ;1.I ; f ,.- - 1- _____-__.-.--- I _______ __ 11/1 4% -_ -_ - "Y ,,, - ., . 11 A '--il,- � � with flexible tutablics I f ----I--- � A.!IKE IL I I I A5vhalt jilingles 5hall be ln�A.,_-Illed at ac,cordarce uAth section R1105-2 - i, I - ___ _____________________,____ - ri Exieficir-walls4illtl lcjA&3 ____i________ clillpol3ents 5(y .P, 'r " _. .i I I � � ff,"_�-I,- , " ,",",,,Irv, - , ! . ___ I C c� ! .� " - ,_- /-- F, I �!.,j o i,f'r Exterior walls 'id luads - ___I - Guardrailo,and 11:014dralls My i", .0,�!,,.t�: _�' , - _____ 1- I -______--__ I - __ I I — _ - I-; 1A 20 , If f: _1E. _3 if V`,.14 IN.11:4,.311k,"41.0 �', , . �t I ,, � . I � 'N _____ ---.-- - I.,'1,,Mij J , ' -4_�. " A - '\I N '� i Nolotte:L=�,paa lenguh,tl.=Wall height- 1. P�,S,.,ellvf vehicle,gaaagxh' SW /_7 ��,''i-ei);'A' 'A t ,,��,,, ; , - I � -I I,,I� � Guardraals in-fill c / " , / I I , " i�' , , � i,_�'/l I,�_I i' -NE"111 ,S( -1 t 'L- _-Vi- i P - r -, `, i ,��'��,"` 1, ki fll,tijl 1,F'At Vlot) JI lot,"f`1,Nf 11:'E'i tier N"I Til ct"'Aill I , _� '. - 1.11 � I -11 !�_ � , A-,=: . - - I -------______ ,.�I,n-4 it"i I '. - I? I'l I Uluji I .1,X10�14 ift"11 Al�.A,Jl Ae,",ICALUI I �� ; - , :k1�4Ar1J1'E(_`1', P.C. _______ 4 � . .- I � ______:_!! J � � �) ,,e� -Y'o-tt k ,.,�, _. I I 40 ,-_ I A !"I . .1,/ I �: ,.".I .I n if�,i;,,f 'J fji�,Acfl to o,,(,Ut,�,,,Jir,tF I- I,��. ',;A%'E-',;L'E I 5i�A_E: � 1i I RucanA wher that)deeping reollis - I , _ff t,,,f'k,it,\& , _)31tU ill � C, , -, - - ""' 1� e,,. 209 LY_-'s;. : - -i __ . .- ...... --___------ - ,I I -, � � i��, .1 __4 �� " _____ _ � I I ,I,Ptw,uo,ir F,v.;i y,k - , I "; I 11 I 11 I � 11 , F_ It . —�F- — 8d_ 10d (,ill _3 T t� ", Li L I 2 E F_1(c R, A I � V , , I— I 1i - I I ` ` - --f. I � I I) - 1� I I L11/_1 ;;-" � �1� � I I 1, No.(;-, 4 .0 � 11 P I A 114U1'N W V1�I I"I�'�',,I I P3 1 1,V I C',1F�!R3�11 14,111F f�M F i CA , �zq,3A .1 I 1� F_ ,N()r,ff11JP01-.1'r, :,Z,,Y� 117331 5.,-, i .Slvernrog,mclim ----------------_______ -____4� --I '.""'i, '. ,..1.1'�. I . I 1. - -1 - I ,�, 6 , 'J.'-EL. J _F_A_X- (631) 36�14-!�-'_VM - -----------I I . 1) Stairs r--.�) I_-,�� -, I I I jt'��- I ;6#1VffT ii'lloj,l�it,w-tl)lli�,,�,W�,%��,,�iy4f �',ZAII,IRA 10 i I � `�, __,�, , " I �jE_t. -1 _ Uti't,ill"t'.1i f,vll'V,Ao11�419)1 144t.t wl iP,11 i , r_..T.., J S_ - - _________.__________ --- . - - --- -11, I I,,- ";) I i .. .� ___1 I.�,......IA ��-(-E 14, � L__. � - __1 I - . -- �� ' ��'_, �� Load of 10 P. ",.F. __ -,-----,-- — ,____J _T_+_�11 /:� f-I-1 . 4 , t , c- -. f , � --- I ___� f--:, I �,-I ��_,I ____ ,�,,I , JACIQ MID KNIT3 AU - - - - - 1_--____.____ - -.-------. V "'------ - - " -_*- - -- --,--�"-, i _____ , 0........ -_ �11�� I . -,� - . 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(�;:S:i riiA,^i•1''6x3'•4";fse,"lihG) _-._...___ ___,.._,._....._..._...a.,,,_....._._..,._..».,_._.._.,_.. ;iAnSYA.',c Mt}4,7'ACGC'i-1?Atl%siU1TNr't°i FCA L^lSr,sl.tA"fltNt. ELECTRICAL INSPECTION REQUIRES OCCUPANCY OR - ; _ --- - --- ------p--- -E- �� (� ?"( '?- - - - --�- -r� -it l y r -�_• \r �1J,W __ •._ :. _+ y ,✓' - '> USE iS UNLAWFUL r y APP 0 E AS NOTED -----CERTIFICATE -- '--- -- — ( :– : :: \� ; DATE: I� LP.# 40 Z139 OF OCCUPANCY �! t FEE: BY: BUILDING QEPARTM NOTIFY RETAIN STORM WATER RUNOFF THE r � , M TO 4 PM FOR TH 765 1802 8 A f PURSUANT TO CI-jAPTER 236 i � -�=FOLLOWING INSPECTIONS: ___ - -"-__-.._ -._. .. F THE TOWN CODE. _ O 1. FOUNDATION TY�10 REQUIRED ( ��--� �[,.-Ti I > ..� K •. �... - __.-� .. ,._.-..__-� _-_V_ - FOR POURED CONCRETE /f r 2. ROUEN - FRAMING & PLUMBING DU N01' PROCEED WITH . . _. _____.. ____ .._."..._-__.__..___.-- -.-____..._.__".,. _.__"..._ • 3 INSULATION y .;FRAMING NTIL RV 4. FINAL - CONSTRUCTION MUST U SURVEY ' BE COMPLEI FCr. X5.0. OF FOUNDATION LOCATION . I ` �,, (� .� ,.* t� f'-- ALL CONSTRUC T iON SHALL MEET THE HAS BEEN APPROVED. REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR r I s + •tr L DESIGN OR CONSTRUCTION ERRORS. I 4 1 I, TRUSS i� CARDI�d REQUIRED J '-3 �' " T" * .. (,.5 I t,� %_,,�, T� J) v f ,I i) ;I i , a ,1 i F�, f7 :..., ...r.._� ; ,.,.;! t X.:-r'r' i `1�F_� - jr"I'" tr .-: _- - __ _-- - •rli .�; -• �' _ �" " r _ -' 1 COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES - _. - AS REQUIRED AND CONDITIONS OF , / _�___ ..--------___..._.________ _. ; ; ! 1 t i �> <v 40 -SOmiOLUTOWN- NNIN -sGROLD-TOWN-TAIk M , i 2•:.L 't? �`` ,..: ... `;;v r.:.1!..,..i'''drt:, t;R•.�..t!"""r"' t i i y ( ( 1 1 tLi�'(° _._.l F � \�I � i+ --- --- �_j(r��' - r - .. r.� � _.__..:.2.Jf"'t iN. T•1>••1._. _ "..__. __.... • ,N '—^•____._._,,,.._,_._-_._.__.—_-__.___.._-�._,--_---.-------.-- ---._. 'r _1 I I � 4 t • f� ,,r r.� ' ! ."' t�. 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'i',�_, . 4 - �- .1.",",,""I'll, ","",,""I'll .�� - 1- - -11"I'll, . I",""I,"",",""I'll, �� ","", ... . I. .................................. --1......................................................,,""".'I �� .................... � .-�I ...., 11� � ....... ........... I- I . , L�,-,- ,�;,"��,,�,)L'L'�U��ll-La,�,��.�,'.'."�-L,VLZ�'94,�-'��"�Ag�P44�li4�,'��Z4,4ili:ll!oa4,",.4--��.;414444-A--�,,�� ,A, - ------- �� D.��4�141,jjLl�,,,a ,N,MA,.,6=g._.!'",.'&a"- ia�_-"'L,Li,li�lir,. 'Allak�, --11''.. .. "I'll -. A_' tl��!i"I`",i" . �, .�� "�;,"," ."�,i,_��,,_;_s,I,I,� . ................................... .................................. , 1_1�- .."�t'j�,;,.11,1. I - I I I ., � - ,� - - I. - -_-_ ''I � - � Table 3.2C Sill or Sottoin Plate to Foundation Connections (Anchor Bolts) , ,t 11 Nailing Schddulo , ...,, . * - - .." I �, Resisting Uplift Loads from Wind - Exposure B __., -_1__-__.____ -_____-_._'-,'_,X___--- -.-----------------,----------------,--. . L , . , � r - ,. I . _.�,v �1 I __---------I - . (Prescriptive Alternative toTable 3.2) 1 ; Nullifier of Nuniberof I � I .1 . Joint Destaiptiou Onrinion Nails Bu,&Nails I Nail Spacing == __ - - -- - _____._____ ___.___.__ ___________ __ _-------�- - --.! __ - - __- - - . I GENERAL NOTES CONCRETE & FOUNDATION NOTES � i. .� I � I . I . I . . 1. These notes shall apply to the General Contractor,each Sub-contractor and tile Owners own forces.Eacil Contractor shall I 1.All footings shall bear oil Virgin soil having a minimum hearing capacity of (1)ton per square foot.All 1 ,4 Speed(niph) I In I�0 ,study arid famIllarIze hiniselfwIth the site and with all trades and parts of tile work.Each Contractor shall cooperate and coor exterior footings stiLill be a rifolmurri of 3'-O"below grade unless noted otherwl5e lit plans. (see'rable 3AA) (sce'fablo 3AA) Per title( - - - [ 1__1,l 1 2.All existing fill,roots,arid other unsuitable bearing material shall be removed and footIngs carried to the . I I I . . ROOF FlWLING _ . I 'Flirce Second Gust Witill . ___ - - , 1611cl lo'l till P,laic (Toc-nailed) - I 9 I Ifu Fl()of FOT�71 dinate Ills work with tile work of other Contractors. Coling Joist toTup Plate (TUO-Ilailed) (5ue'rablo 3AA) (see Table 3.4A) perjoi,st I Bottom Illate 14,I'misi i rotindatiou Suppoitiny Ntatimitoo Anchor liolf Spacoir I tit)"? 2. The Contractor's and Owner's agreement to enter Into the work shall suffice as their acceptance to the terms specified bottom of such excavation.Contractor to verify assumed soil bearing capacity and assurne full responsibility for Cellilig Joist ill PJ1311CI Raller (Facu-itailed) (bce'rablc 3.9A) (see Table 3.9A) each lap . - colloceillon I I 11 herein,arid shall be Incorporated Into any and all agreements between tile Owner and the Contractor. same.Contractor to notify Arichitect of any soil variation or condition adversely affecting assumed hearing CifIllig Jul:.[Laps ovel I'altitiolis (FiTicc-Ilailed) (�et:'rable 3.9A) (scisTable 3.9A) each lap I 8'Fitt]/onc!i 3. Nothing oil tills drawing shall be construed as modifying I"day way the Contract between tile Owner arid Contractor or the , CopdClty prior to tile pouring of any footings. . Collar I'le to Villtur (Face-lialled) (see Table 3.6A) (see Table J.6A) Per lie 1-3 stories 12 1 -lo -I t I III Contractor and Sub-Contractor-5, 3.lillinimurn Compressive strength of concrcte tit 28 days to be,is follows, ,.:,-,Ii 'I-,-,L, I,� I i,�i v t_- ' L o I Y', a I r-,2 n I:Ex I.little n I-, per R402.2 Illocking it)Railer CI uc-liallvd) . 2-8d 2-lUd each violl Uplift Loads F_,_F�_7 I_-, E __ T-TI-F 2-I 1 4. Each Contractor shall Comply With tile requirements of tile New York State Uniform Fire Prevention and Building Code,New it)footings,piers,foundation walls:f'c=3,000 psi stone concrete flito lioard it)Hotel-(F,nd-nailed) I 2-16d I J-16d I each end I InIcriol /,cities ,-,, b)slab oil ground:I'c=2,500 psi concretc '�,�AI,-R,r: :�- -a 1�,`I_,'�_ -, i ,-'I - - - I 1, York State Energy Conservation Code,Federal OSIIA,andall ofthe Local Governmental Agencies havIn9jurlsdictlon.Insofar as - I -1�` I C IC-1 I- - I � I - ____F_-Y8 -i--7,tq:im,:j�,, �� 0 superstructure,slab:f'c-3,000 psi stone concrete - WALL HWUNG . � . / , � - _-.- -- T 1 [::1:2_1 72 1 �7 . Ili 1 1� 11 � .. applicable to Ills portion of the work, I -,l:I�; ��77 ,7��77777T= 77--1-7 I -'11111 -. . -1-11 11I 11.� �-� . . . - ,I ,��',.� I ., � 4.Antl-hydro shall be added It pouring takes place tit 32 degrees F or less. -_ � 5. file Architect 5hall riot be responsible for tile performance of tile Coneral Contractor or any Sit b-Co ft tractors,nor shall lie Table 3.4A _Raf ter and/or Ceiling Joist to Top Plate Lateral and Shear Connection 'i guarantee the performance of their contracts. i)111 I�N Top Plate I"Top I'lale (Facu-nallcd) 2-16d' 'I l6d' pel fool 1 5.Tile wood sole plate at exterior walls oil rnoricillthIc slabs and wood sill plate shall be anchored to the foundd- fill)I'LlIesal Inteuiectiouvi (Face-naded) 4-16d 5-16d Jultili; each Side Hequireinents - Exposure 0 1'r, 6. All existing equipment,utilities,structures,and other Items lnterferiiig with the Installation of the proposed equipment and tion with anchor bolts SpdLed a maximum of oil Centel,.Anchor bolts,shall also be located within 12" front I StIld It'Slott (I'aCC-u;lIIVd) 2.16d 2-10d 2.11"o.G I the ead5 of each plate section.Bolts shall be tit leastS Ili diameter and shall extend d minimum of 7"Into .., structures Shall be removed and replaced arid shall be subject to approval of the Owner.Tile Contractor shall determine and/or f 6111 Header to Header(Fact-ninled) f6d 1(;it 16"ox alosq?.edges' (Prescriptive Alternative toTable 3.4) � verify tit e actud I loca tion of any an III a 11 u ft litles,process pI pl ng a lid rela ted Itenis pri or to tit e commeric ernen t(if work.All costs masonry or concrete.There shall be a nil ilmunt of(2 olts lit any one sill. /, � Incurred shall be the reponsibillty of the Contractor unles5 otherwise agreed upon by the Owner, 6.Perform required alteration to existing concrete.New work Installed adjacent to and conciet:ting with pres- lot,to Holfool['title to S'lod (Foot itailed) Z-it ro 6 1P_-I rg,4 PC[31tid � -------- - - . ___ - � . - � I ?. All dimensions and locations as Indicated on tile drawings shall be consIdered correct,but Shall be understood that they are ent work shall match e;51sting.Joints between new arid existing Work shall be trowled smooth all(]even. . - subject to modifications as may be necessary or desirable at the tInte of fristallatlon to meet unforseen or other conditions. rov e expituis on o n s. imiom 1,latt:it)Floor joi5t,Dandjoist,hridjoist or 2-16d" 2-16d" Per foot 'I life(:SCCOIRI GLINT V`vJfId Speed(fllph) 84, 90 Iflo 110 I to I III) 8. DO Nor SCALE DIIAWING5.Written dimensions supersede scaled dimensions and are subject to revisions as per actual fileld con 7.. concrete block foundation wall shall be ac(epted lit lieu of poured concrete where permitted by Local Iflocking (1-ace-nailed) . . . __ I I I ----7T- ____ ditions.File Contractor shall verify all dimensions and conditions herein shown and all d1screplincles are to be brought to the Codes. C I,>�F,%;�K i 11 8.Provide C01101111101.1-1; , fernilte 51iteld with alljoInts sealed dlonu perlmetcr walls and shielded termite I I � FLOOR FlW11NG Rall-l"ll ciling,jolil Number of8d Counnon Nails or 10d Box Nails(Yoc-iouled) � Architect's attention before commencInU with the work. .. . �t cotiairs at plumbing pipes lit crawlspcices unless otherwise noted. __ I SPacing(11)I Requited Ili Ladl Rafter alld/Of CUlbig Jots(III I oil I'llue Utolilluctioll,2 I, �I, 9. If In tile course of construction a condition exists which disagrees with that its Indicated o I tI - I the Contractor shall 9.Footings at different levels sholl be stepped so that tile clear clistdii(e between ddjdccInr bottom edges shall Joi.,t to Sill, Fop Plate or 6irder (Toe-tiailed) 4.Hit 4-I Ud [lei joist -.1-1-11�-rll-,:-I,,,,I - I stop all work and notify tile Architect so cis to alleviate such conflict without burden to the Owner.Shot he fall to follow this 0 tijidgiog to Joist Croti-nailed) 2-Rd 2-1 oil each end I 9 2 2 2 2 1 1 1 T - procedure arid continue with the work,lie shall cISSUIlle all respon5lbility and liability arl5ing therefrom. . not exceed a slope of one vertical to two horizontal. Blocking Ili Jov,l('Foe-naded) 2-ad 2-lod each CIA I I_! 10. file Architect shall riot be responsIlife for,nor have control or Charge of construction means,methods,sequences,or pro 10.backtill shall not be placed against foundation walls until tile Concrete Is of sialident strength arid until tit(, � Illmlillip,Io Sill orTup Plate(Toe-natled) 3-16d 4-16d each block I 0 2 2 2 2 1 1 � ; walls are properly braced top and bottorn by tile horizontal floor of-by adequate temporary bracing. _______ - -------- cedures,or for safety precautions and programs.Contractor shall be reponsible for adequatply bracing and protection of all I cdl�cr.Still)it,Beato(Facc-lialled) - J I(lit -1 16d each joist 8 '2 2 1 i I ,I .1 11 work during construction agdIII5t floatage.breakage,collapse,distortion arid misalignment according to applicable codes. I 1.Concrete Foundations shall be poured continuously.It pour Is Interrupted a vertical key shall be-provided. Julta oil Ledger to fleillu(Toe-nailed.) ./ 3-Xcl 3-I od per joist H, 10 2. 2 3 J 3 If ,I .1 I I.File Contractor shall check and verify location of any existing overhead ot,underground electrical or other hazardou5 utill Horizontal joints are riot permitted. Ilaod.lolla to Joist(Flld-[till fell) -1-16d 4-16d per joist - ty lines arid to arrange for their safe relocation. 12.Contractor shall verify dimensions and locutions of slots,pipe sleeves,Inserts,drichor bolts,electric coil- Ilaild Joist to'-fill cirToll)'title Crue-oalled) 2-16d' - 3-16d per foot . 24 9 1 3 ,$ 4 5 S 5 'I 12. The Contractor shall be responsible for temporary electric,water,tollet facilitle5,fencing,barricdcles,security,arid clean- clults,etc.cis required for trades before placing concrete. __ . itoov suPA:rtmia- . 1,I , . 10 . .1 t 11 If 5 - 5 5 (I __ up as agreed upon between the Owner and tile Contractor.Upon completion of work.Contractor shall broom clean all affected 13.Concrete:work Included; It . I : I � � I . I � - ._____________.____._________. . ________________ � - � areas and cart away all debris. d)d oo rigs, ouric a ons,steps,p d forms,etc.,cis per c rawInUs. I b)all(oncrete slobs. sillactural Valluls ad foil (see Table 3 1(1) Table 3.6A Ridge Tension Strap Connection ReqUireirnellits for Wind - Exposure B 13. Contractors or Sub-Contractors whose Work arid Installations require sleeves,hanger inserts,bolts.anchors,etc..to be 0 all other work as reqUIred by drawings. Diagonal Roard Sheathing built Into tile work of other Contractors,shall Install or provide these Items to the appropriate Contractor who Will set these to cl)set anchor bolts. I".NW tit I"lig" 2-8d 2-10d per suppolt (Prescriptive Alternative to Table 3.6) work In the,locations established by tile Contractor who requires these Items.These Items sljail be provided and their locations H.Damp prooling:work Included; I".x Iff"of Witter I . .." 3-8d 13-lod '4� Per suppul I - - � -- .-. __ - . - ___ __ -� I. - . � - coordinated Sufficiently In ddvdiice,so(is riot to deldy,the progress of a job it,,a whole.All Such Iterns shall be Incorporated SO a)oil surfaces to be daniff proofed shot[be dry,(lean,smooth,free of dust,dirt,vo I,and crd(- s till( shar - C:EILING SLIESMING , - they will meet the correct Physical elevations of floors of each level.They shall be secured Into the framework for concrete so .0jections. . I -------- Ill - . I � I - :/T07-r.�-Id Dead Loao Assumptions: ItoofAssectibly DI. 10 p3i (is to maintain their proper location and position during the placing of concrete arid removal of forinwork. b)allow 2,11 hours prior to backlillIng. (iypstoa Wallboard -1 -CIE-E-1 5d coplers - 1--== ______1 III. The Contractor shall conduct all work to preclude the effects o f weather on completed work,or work In progress.'File ()apply mastic emulsion only when temperature Is 40 degrees F and rising and Ili ry weat lei,. � - . -" . - _____-__ I - � 'I hice Second Gost Wool'111(tiol(Loph 90 �_00F I 1-0 1 120 1 - - 150 Contractor shall 0551.11ne all re�spofl5lblllty kind expense of temporary enclosures where necessary,Dust partitions are to be I . I I : , r -WA�X.8JIEXfU1XG I., - I, Ill, - , , I . I - - - � .-.-.. .. . . _____ - __ vided between work areas and the rest of tile building. J)apply ColotexTrowel Mastic or approved equal oil till foundation walls below grade tit basement and crawl __ � - , - - I Roof Spall -_ pro sp,ces. Stniclutal Panels ad lod - (sce Table 3.1 1) � Roof 111101 (11.) lbia of8d Common flails of foil flox Nalls lit eacii end tit 1 114"Sual........ 15. Each Contractor shall be reponsible for all loss or damage arising front tile action orthe elements such as water,heat,wind 01mostIc shall be applied(it the role of 1/8"till(k well. Fibolattaid Panels � �__ ____.-.-- - of,other unforseen difficulties which may be encountered Ili performing the work to be done under[its contract,lit the event I %, 7116" � 6d' - 3"cidge/6"field r 12 1 1 2 2 2 .1 3 11 of any SU5peflSforl of work,each Contractor or Sub-Contractor shall protect Ills work and materials against damage.Any work CARPENTRY NOTES � 25/3211 ad, - 3"utl/6"field to 1 2 2 2 1 11 If 5 � ot materials that have been darnaged or destroyed because of fallure of any Contractor or Sub-Contractor to protect lit,, -1 0 2 2 al i a .1 5 6 work or triat�rIalssficill be promptly removed arid replaced by tile Contractor. 1. Insulation,,hall be flt)el.qld,s batts-foil rine-,lde,tuilesi otherwIse noted,thickness as shown oil drawlflq,,. 6yptalul Wallboard 5d L001US 5d coolers 7"edge/ I O"field i I) 1.1 2 11 3 1 ,I 5 6 I I 16. Any materials or workmanship found at tile tinle to be defective shall be remedied lit once,regardless of previous In5poc Stople pads oil foil OVFR framing. ' flaltiboaf(l Hit Hit (svuTable 3 1 1) I - � 6 .1 X I tion.Tile Inspection of the work Is Intended to aid tile Contractor lit applying labor and inaterials to and In accordance wltli the 2.All exterlo'r nalling.Ili exposed exterior wood,shall be alunilnurn or galvanized. * , 3.Provide"itats"of ill)exterior and bearing walh,arid till wall,;over a feet fil,gh.All stud framing flaying,In 11iinicleboard Panels ad ad (see inaoufaclutur) 28 2 2 3- I 11 specifications,but Such In5pection shall not operate to release the Contractor from,lily of Ills contractual ObligiltlOnS. -, 1 52 2 3 1 It 11 1 8 9 1 17. All new materials arid Installations shall be lit accordance with ihaauracturcir'�latest printed specifications and with coat? unsupported height of more,than 10'-O" k to have stud tirldying or otherwise[if,braced lit all approved nian- Diagonal boald Sheathing ' 11, ill 2 3 It 5 (I 7 1) -______ requirement,,. #ter at Intervals riot exceeding 8'-O". ,, 2-8d 2-10d persupport -_--.-- -_- ied'llve load arid dead load of 50it per sq.ft.for living areas arid,10# I I"x(i"or I"xl(" 12 1 1 1 1 2 2 1 1 10. All materials shall be new,as called for In tile drawings,and tile best of their respective kinds.No substitution sholl be made 4.All floors desIgned to withstand it conibit I I"x I O"or%videi 3-3d - 3-lod per skippolt � If, I I I, 1 2 2 I I 11. It by tile Contractor without the prior written approval of the Architect.For portions of the work not shown In detall but which per sq.ft.for till other areas. __ � - - , , . are shown generally,or for reasonable inference cis being required for it proper arid(ortiplete Installation.(lie material, 5.Design thither stress-FU+850,E=1.600,000 psi.Douglas Fir Larith No.2. 1 1 . I . . �FLOOR SlI.EX]FILING . .. I ___� 20 1 2 1 2 1 It It 'i methods,and workmanship shall conform,as a minimum,to tile 6.Provide cross bridging or solid blocking @ 8'-O"oc intaxinium floors and ceilings. I Stluclufal Paliels � - .; .1 I;, 24 2 "I 2 3 1 If 5 6 . typical or representative detall throughout the corresponding p,irts of tilt!building. 7.Studs,Sills,posts,beams andjolsts shall be construction grade Douglas Fir No.2 appearant-e. f"of lelis ad lod 6"edge/12"Field ,3 i 2 i 1 4 S (I I I 9. No materials Of oily kind Shall Ile used upon tile wo rk until it has been Insf)(Ktred and act cipt ed by ttie Owner,All ma terials 8.Studs are to be doubled at the sides(if opeolngs lit exterior walls and bearing partitions.All headers 5'-O" fIsealtir than I" lod 16d 6"edge/6"field Q 2 2 1 11 .I � 6 I � I rejected shall be Immediately removed front the work arid not agaln offered for Inspection. arid over to have a mininium,of a double jack stud oil both sides of opening. hagoaal Board Sheathilig 36 2 2 I It 5 ( 1 9 . 20. All work shall be executed In o Workmanlike indriner and all inechanics shall be skilled lit theIr tr,IEJV. 9.Jolsts,supporting parallel partItlons,spa(ed apart to permit the passage of piping or duct work,art,to be *2-3d ') 2 1. No note or detall or lack thereof shall be construed as relieving the Contractor front pxL,(,utIuu of all work In ii(cordafice .rvals on rion-bearInt partitions. I`%(,"of 1"0" � -foil Per toippott ---,----- 12 1 1 1 1 2 -1 ? --_i-_ blocked at rilaxiinuin 16"Intervals oft bearing partitions and 32"title J I"X I 0"of widel 3_81.1 3-10d Per support � with all state and local Codes. 10.Where joist hangers art(]other steel fraine carriers are Indl(ated,contractor to provide arid uIllize ill(, __ flalliog w(lill rvi tie tits a ky based oil,Vail Sheathing flailed 6 IncliesI on-center ill the Panel edgil.Ifivall sheathing is nailed I mclies on-ceiiter.11 the lt, I I 1 2 2 11 ; I . . 22. Architect Is not retained for site Inspection5 and/or observation of tile,construction. proper sincloth shank and/or annular ring nalls its recommended by tile hanger manufacturer,to Insure the I lialld edgu it)obtain higlivir shear cavacities,oijiliog tequotlintlits;fur Lutictural memberi shall be dilubicti,or alentate conticoots,such:k:; Shear 20 1 1 2 2 11 I I i 23. The Architect has not been retained oft tills project for bidding and/or the riegotlatlon ,)it(]admInIstration of tile Contracts appropriate shear and w1thdrawl capacity of the fac,tenert,. . ".I-1 24 1 I, ) 2 I I ai 11 for construction of tills project. I 1.Provide Rrestopping cis required In compliance Willi part R602.8 of NYCRR. plal�s,'J1,111 he itself to maintam life load path I � I ,quest from oily party for Information regarding clarification,cluniolifIcation of,explanationcif the driiwirlys or notation, , l than 1/3 of whull Nit;I11%headling is confilluous over citimccled tocatbets,tile tabulated number ofriails shall Lie perutitted to be reduced ill I-I 6d nail per foil[ . 23 1 .1 2 1 1 a � 24. No Ire 12.Do all cutting and patching for all trades.Ili bearing walls or partitions,no stud Is to bc cut morc heck IBC fur additional icoluirementi. I Or request for permission to vary or devlate from the requirements or these drawings or notation.,,,will be enterttilned by the Its depth to recelve piping,clu(t work, or electrical wirbig. - Uorowillo rc!iistaul I I gage iclofing nads and 16 gage staples are permitted,c Q 2 I 11 2 I It i � I, Architect,unless they tire set forth Ili writing and addressed to the Owner.If the Owner refers these requests to the Architect, 13.Provide double jolsis under all posts,partitlons parallel to jols(5 find around all openings.ProvIdv double I I. I - . -, _ . _,".-,_ � ��, � I - 11 I - I � � -� .1 1, - -1 I— ..1. I—— .1 to 2 2 I 3 .4 5 (I , the Architect will,Willi reasonable promptneril,ronsider tile matter arid respond Ili writing to the Owner for transmittal to tile frianing drOLInd skylight!,.Ocluble all bearns or Joists uncier bathtubs apid heavy appilanices. - ________ ___ .------ - ---- ---.-- --_---------___ Table 3.9A Raf ter/Ceiling Joist 11001 Joint Connection ReqUirelnents Ill I I I I I, " --11 Contractor to Provide"Simpson"hurricane(lip,,on all rafter to stud cortrw0lons&on all stud to box . ? .I party Concerned. (lie Architect does riot,nor will[lot,assunie tiny responsIbIlity,with regard to the above mentioned types of I6 I I I It ! 2 1 1 Inquiry unless above procedure Is followed. bearn coune(lions. . (Prescriptive Alternative toTable 3.9) 1 20 1 1 2 2 2 1 1 It 1 25. The Architect shall not be responsible for tile performance of the General Contractor,clay SUb-Contractors or the Owners 15.All exterlor operil rigs shall be properly flashed. L - . � -- - -1 own forces,nor shall Ile 91.1arantee tire performance of their contra(ts.The Obligation(If the Contractor shall not extend to(tip iG.New work shall tie If)and lap Into existing so as to prevent leakage. - i - -__-� .------. - -_____ __ -____ __ ---__-- - - -- - . ___- - 6 I� 24 1 1 2 2 1 3 11 I liability of the Architect,Ill!;agents or employees, 17.riashing if)be provIded,it all floor periptrations.pipes.vl,nts.skylIf;hts,(filmney%,and roof ventilators. 29 1 . 2 2 2 I .1 .1 I, 26. Items shown on plaus but riot specifically stilted In tile spe(IfIcal lolls and/or vice ver,sa shall be considered to be Included Fid,,hing to be provided lit hips,ridges,valleys,changes of rool'slopes.gable emis arid top of foundation wiII15. I- Dead Load Assuilitiflous:RoofAssettibly DL=10 psif J 12 .1 2 2 ; 1.1 11 � 11 Ill the Contract. All roof hitersp(tIons to havc,Mashing ft-)extend 3"lit ell(ft d1roirtion.All flashing to be alunfloura unless noted Roof Live Load Ground Snow Load 1 2 2 3 11 4 'I 1, 27. Items riot specifically called for by manufacturer number or grade specifications,shall be furnished Iiii(tic,niost economical otherwise.All rafters to title up directly over quds. I . __ ___ 16 _ ,or manner of Installation. I 3.Install shInis I o provide floor p1t(h Undpr sheathing and porpendiculor to tile roo(jolsts to provide for roof __-___ modol,grade 30 psf 701,sf- 12 1 1 1 1 1 2 2 -) 21)psf I F__ . 28. Each Contractor shall carry Worker's Compensation Insurance in the cuntacuits prescribed fly law,and liability.bodily Injury. venting Ill ;�, floor Span(11.) - 16 1 . I I 11 2 2 2 1 automobile and other Insurance lit tile curiounts arid periods satisfactory to the Owner.The Architect shall bo listed as addition Ilat ruciforeds. _[:�=36 12 1 24 1 36 I- 12 20 I, 2 2 3 1 1 1. .,I at names Iniured. 19.All Interior leaders,ire to hdVV 112"foam sound Insulation. - - _F2 29. Tile Contractor,Its agents,servants and etilployee%shall Inderillify and[told harniless ill(.,Owner and tit(--Architect and 12 =2,1 f 36:E F I 2=1 =1(I I 12 I I I�! 2.1 � :. I I I .1 20.All Intprlor doors to Ile 1-318"hollow(.or(,lauan verwered with approximate hardware.Contra(lot,shall .. 1 2 -1 Rallet! to,fll 2.1.1 it. . . their Agents and Employees front,)tilt against till clalul-',clainage, st1pulate all allowance for till lock sets. Hiller Slope Rcquarcd Ntiritiber ofi6d Coalition or,lod Box Nails per Heel Joint Connec 2X 1 2 1 2 1 1 .1 ,I ,,IO5FPr Mid extienies Including Attorney's fees arising otit of ( I or resulting front the performance of tile Work. 2 1.Use waterproof ownibrane flashIng over 011 clut"Ide door%. I il --- ,32 2 -1 I I I .i .1 I i � - I . I- :4 is 30. In tiny arid oil claims against tile Owner or tile Ar(liftect,or oily oft filer Agents or Employees,Ly tiny Employee of tile ROOFING L I I 10 4 R 12 6 11 7� 36 2 2 -7 3 3 11 11 1, Contractor,orSub-Contractor,anyone directly or Indirectly employed by(lily of them,or anyone for whose acts ofthern may , -___-___ .--____-___._____________ _______.--.----_ I I LI I6 III () I I s 10 15 8 15 2 2 1 f) 20 2.') . . I . . I . .1 I be liable,tilt-Indemnification obligation under tills paragraph shall riot be ilmIted In any way by ariy limitation oil the amount 1.Fasteners for a-ifilidIt;hlngles�ifidif be yalvanlielf steel,stalnle,,5,,feel,aluctlinum oi-(opper roofing na,11-i, l to 2 6 I I It, 6 11 I 3 1) 12 27 1_? 211 Ill .. I ,utdcunages,Compensation or benefits payable by or for tile Contractor oi-Sub-Contract rut) erW rker' . t � - � . . � l I . !, I I 41 . ortypL o d o 5 t7iltilintjiyil2(j,.tq -sti,iiikwitliatTilfiltiiiiiii 3/8"diaiiietei-1)(�ad,ASfkfFI06-/.ofa'lellgtlltot)enetrat(�ttiroucjti -1 Ill 8 I 11 21 1 1 22 33 1-, ,i') -11 . . I I . . Confiensittlon Acts,Disability Benefit Acts or tiny other Employee Benefit Acts. the rooting materials and it mirilmuni of 3/--l"Into the roof sheathlrig.Where the roof sheathing Is le,.s than 3/1" 24 __ 13 1 . ____-- I 1 31. All work let under these drawings shall be guartinteed against defects In material and workmanship(of,d perlod of one(I) thlick,the fasteners shall penetrate through the shell tiny. asteners shall comply with ASrm r 1667. 12 ; S �; 3 6 If �� q I I (I I I 17 I I . � i f I . � yvar froin the date of the acceptance of the Owner.Granting ca Certificate of Oc(upancy,or tile Owner's use of the premesis 'EXCEPTION:Asphalt strip Tillingles shall hilive it inhilnitan of six fasteners per shingle whet lit tile roof Is 16 Is I 10, 4 a 12 6 I 1 )7 X 1 1; 2� , I . . ; -., . � F,Ildll riot C01115tittite dCCePtduCe Of the work. I )it one of tile folloiOny catagorles:(areas within I riffle from tile water) 4 11 ') 12 27 I - .__1 I � i 32. Contractor sholl Inspect site and make all appropriate Inquil-Ires to determine conditions and field Construction criteria it. File ha,.ic wind speed per Figure A30 1-41)1,; I 10 mileI.per hour or groator and ill(,povp 11)2 4 9 I-1 5 9 Ill I , 14 20 - 11. prior to submission of bids,and shot)make no additional claims roycirdInU site conditions thereafter. It,20 feet or higher above grade. A I T � , . $� 1 2.1 i 10 15 6 Ii - F/ 9 17 75 1 1 ZL . I � 1. 33. Contractor shall Obtain tilt required approvals,permits,certificates of occupancy,Inspection approvals,etc.for work per 1). Tile biislc,wind Npeod per FIgury 1130 I.2(,J)Ic, 120 trilles por hour or gre,iter. . - 12 1 :4- (5 3 � -7 - 4 1 1(l S ') I I . '. I .� I � fornied frorn agencies licivin0jurlsdiction thereof. 1 2� Asphalt shingles shall only be used oil roofslope5 of two unit,)vertl(al in 12 units horizontal(2.12)or ureater. 16 1 6 1 I 6 9 5 1) 14 f. I� IX It . . � 3II. Unless otherwise agreed upon between the Architect and Owner, the Owner shall pity lot-and Contractor shall Obtain it For roof slopes front(2:12)up to(4:12).doubt(,urldvi'layrilerit applIcatlon Is required In accordan(p Willi Section ,.1 I '. bulldlnU permit from tile Village prior to starting,lily work. 'i 12 It 1 ., �,, 'r� - I. I : I �,:. I ,� I �- 11905.2.7. 19 2 .1 7 10 -1 3 I I 6 I I I 6 7 1 t . .1 I . . � I . �' : . . 35. The General Contractor shall coordina te schedultrig or Sub-Contrilctors and other Contracts a lid shall provide every possi 3.Asphalt shingles!;hall have self-sea.1 tiny strips oi-be interlocking,)old comply with AST&f 0225 or D3462. I -,Ir- - � . I . L( l " 2�1 4 IT 12 5 1) 14 I III 29 ') IX 21 1 1 ." . ble cooperative effort to coordinate completion orall work.The General Contractor shall cmillete a comprehensIve shcedule 4.In areas where the average daily temperature Ili January Is 25 degrees F(-4 degrees C),or less or When __ -- -___- .. 7::-e__ - I � I ; I I � . Ofdfl work pertainhig to oil Contracts and shall submit Sdfll(-�to tile OWner In on acceptable format for review well In advance of Table B301.2(1)criteria so designates,arid Ice barrier that consists of ill least two layers of underldynient I 2 3 3 5 � 3 4 3 3 5 R It 7 M . I _4� "' .. I I , _r I 6YPs0'NAL&_50,�FIO INSTALLED IN f I work cummencerneint, cemented together or of,t self-adhering polymer modified bitt.111111111 sheet,shall be used Ili lieu of normal V. 3 .1 6 3 3 �: 14 7 1 0 11 If 13 ,� . ACCOR,DMICE VVI fl-I ciiAPTES-t,(jmrEFit9rj � 36. Contractor shall coordinate con5tructlOa IICUVItIPS with Owner to minimize Interruptlons to normal owner operations. 11� underlayment arid extend front tit('eilves edge to it PoInt W least 21"Inside tile exterior Willi 11ne of lfi�,I)I(Jg. � . " 1 7.12 - t 5 if) 15 1 11 ��." 37. Fite Contractor shall conduct oil work Ili such it manner so to not Impair the Structural Integrity or stability Qfddjtjcellt 5.All inetal flashing where called for or)plans shall be alunilutli'll. 11)2 3 5 ; I 11 6 3 It R I,I / . � - I . I I Z I .1 11) IWIIIA�L,*�T-21 IN,ac,__,_ . "I . I � Structures,equipment,or utilities.Should ddrilage occur cis it result of the work,tile Contractor shall repair or replace sold 6.Contractor shall provide gutters and Ipadef-5 as rp(lulr(,d and shall connect thern to the approved storin 1 3 6 9 4 7 if) I 3 11) 1 15 1 3 � . I . � damaged Items to the sdtl5raction orthe Owner,and tit the Contractor's expense.the Contractor shall bear any and all costs I water(iralilayt,systein as required. 12 J 3 4 3 3 -.1- 3 .4 6 11 I 1-1 1%.. `5YPSUfvt IMALL BOARD INSTALLED 1.14 � .-. I - .. . . irint ed I y I I associated with Work DiscontInuatIon,Enginec j Consultation,Materials Testing,Repair and all miscellaneous relat� ltenis� 7.All exterior openings shall be properly flashed. J 4 5 3 5 A .1 11 if) I ACCOFIDIViCE 1,1JITH C�I,APTER 7 - - 11. _`�_�'I'll I . I - 38. The Contractor slidll have it competent representdtive or foreman present,who shall follow without delay till Instructions 8.All work shall bear,I written oil,,(I I year,�buarantee froin Rocifloy Contractor from(lie date of file Owner's I)-I 2 I 6 3 3 5 1 If 4 6 :11 6 'l 4 ?I I'! . I �, . / _�__-__f I,A '. I . VV000 STRUCTURAL PANEL of(lie Owner or his/her os�Jstalnts Ili the prosLcution and complitition of the work lit conformity with tills Contract,and shall I acceptance. 192 3 1 6 i I 6.3 NA,lf AT 24 Ili.O-C, -____�_, INSTALU-0 IN.PiCcROANCE - [lave ftill authority to supply lobor and niaterldIs Immediately.Tile Contractor shall also have d competent representative dvall 9.All roof Inter5e(flons to have flashing to extend 8-(measured vertically)iibove flat roof. . � 24 3 5 11 . I ,; X 4 X I 1 51 1 If 15 X 'ell TH TABLE R60Z.3(t) I able to recleve telephone niessfigeS and provide it reasonable reply its soon its possible,but riot later than 21 hours. 10.Built lip roof Is to Ile of 3-ply built up roof Willi gravel topping;tie Into existing, -- . - -__ - I I 1 39. The Contractor shall,at all times,provide con5tatn and easy access and safe and proper facilltites foi-tile 12 3 �3 3 3 3 3 3 J 5 l 4 (I I . Fad NAIL AT 6 IN.C.C,Off ALL FRAMING � . Inspection Of oil I I New work shall Ife In and lap so as to prevent leakage. 3 3 4 3 3 4 3 I (I I ,I 71 � , \ me,faF-As AT F,Amevl,Eo . � part5 of tile work. � 12.All exterior nalflng shall be aluminum or galvanized. H, / I , oEu AND i:>IN. 40. Before oily payment will be indide by tile owner,tile Conti. I 11 I 2 �N.AIL AT I IN.O.c 3-3 I`IAIL AT 12 Ill.0.; ON ALL WOOQ STRUCTLIRALPANEL O.C.WI ALL 17PAIIAING i.151'ABERS NOT a ctur shall deliver to the Ownerally walver or releases of any 13.Flashing to be provided of all roof pen(Arations,pipps.vents,skylights,chinineys dad roof 0 192 I 3 4 J 3 5 3 5 *1 l f, 1) I I - fleas dri5ing Out Of Ills Coil tra ct,for work completed its of tile date of tile request for payment. file Contractor Shall al5o deliver ventilators.Flashing to I)(,provided at hips.ridges,valleys,(hanges of roof slopoI,gable ends and top of four)- I li'Ll.;!At-4EL EDGES) FRAMING MEIIABERS NO'r AT INSTALLED IN ACCORDANCE . r-r - AT PANEL EDOES oil Indlitifacturei-s'warranties,gudrautee5,talaw-ational and alaintenuice manuals pertaillinci EO ills work:ful-nish evidence clation Walls. 1 2.1 1 3 i 4 1 5 1 3 1 ..4 1 6 1 3 6 9 4 :1. I I PANEL EDGES WITH TABLE R602 3(l) ,,, I __ _ I I ____ I - Satisfactory to tile Owner that oil payrOuS,bills for'IdbOr, Materials and equipment,and Other IndeUtedne5s connected with ills H.All skylights Installed In roof systern with pltc It of 3/12 or les"are to bp 11101,10P(I or,Illin.4"high curb,;. I work for which the Owner ol.ills Property Might In any way be responsible,have beef)paid or otherwise 5atislied.Each cull , 15.II)IJAII shirns to provIde roof pit(If under sheathIng arid porpendlir ular to the roofjolsts to provIdo for roof tractor shall itl5o deliver to tile Owner written guarantees lit form and whose tel-nI5 and extent will be established Ill tile viantim In flat roofareas. la)OUTSIDE CORNER DETAIL (b)INSIDE CORNER DETAIL 9 - I . I agreements between each Contractor and tile owner. M.All interior)eaders are to have J12"foan)sound InsulaVon ovii�r PVc piping, I 4 1. Each Contrartor 511,111 be responsible fur Cutting,fittillij ould PdtChinti Of tits work that Inay be requil,ed to Lconplete tile I I .-11.1.11-I.,I-�11-= . work of his Contract,no Contractor 511,111 endanger day%York of oily other Contractor by excOviltillig,cutthici,Or otherwise ELECTRICAL NOTES " .1I1---__- I � 1-1-�'ll-1.�1--l--�",��--,-,-��-,�-��1.1-11.-�,-, 03..".It-�CII�Nll _' , k ditering any Work Ufanyothiur Conti, L%-�"-�,x�'-",""",�t-�;".,�,-,�,�,�� --l'',- 11" - I . 11t"a41II1"1'1`"""'�_"' 15/,Aall 0 6 9.. dctu",ilildf'OCo "t",Ictul'sil,lilduso without tile prior written consent of tile Owner. Ally 1.All ele(trical wo rk,,hall Ile(onflned I o the sp,l Ce and IOL'It Ion a[lowed for It.and shall bt�Ili,,tric t c(,rlft)r-- . cust5 caused by defective Or Ill_(Inlied work shall be burne by tile ptil-ty respon5lble therefore. twince if)the National Electric Code arid governing municipality. I - , �� f- , , . I �. 117" MJ r-i !,,I III,?"I, 4, 42. Contractor shall brace,short-,I-einfOrCe dild/Or tfildel'Plu oil Sti'tictilreS,Includillu neighboring structures,as required for �';I)OSPILI On nianufacturpr spe(III(ations. 6,�k,j/�,1- - 2.Provide separate circuits for all appIldr)(01,.Afnl)Vre)94�� _F �� ;qm ,I-,�,I-4 Ez�,,?S safe operation, [lie Contractor 15 to take till necus5dry and prudent steps to Share and brace existing structure prior to 3.Contractor Is to verify with owner,If tile owner will be purchasing appliances and having thein Installed by I- I 1 --- Wall Stud EiE� I IIStd I[a tioll Or hed ders For new operil ngs, file proper and safe execution ofthIs work Is thesole responsiblilty of tile Contractor. othLrs prior to submitting,I Did On the project. 'TABLE R301.2.1.2 I I � i I,�- - Bottom Plate f I I I I . " I13. Equipment and devices ofd temporary nature required for tile construction processes and protection thereilf,such its scar ,I.Contra(tor shall Install.it,,Per Owners direction.,lily and all Intercom,alarcri,thermostat.telephone and/or _f - WINDBORNE DEBRIS PROTECTION FAsTIENING SCHEDULE 1� Wall Stud I !±. ._�I fulds,Staging,platforms,runways,hoists,ladders,chute5,temporary flooring,guart.15,rallings,shaftwdy protLcUoIns,etc.,for TV Anterina wit-Ing lit walls prior to sheetro(kIng.All wiring iliall be coil(paled I'll walls,floor�,,or cellings. 100 I'-.1.2 Illtel"Ild Ill-L-NtsIll-e. "1:1,10"I 111 tlllll,lill�!�IN) � . I Anchor Bult I I tile protectioln o(worknien and ofthe public shall be provided,erected,and iildliittiiiied lit accordance with tile requirements FOR wooD STRUCTURAL PANELSa-b-c." I /,-Anchor Bolt ___t 'I'- __ n I 1 5.All wIrIng shall be ropper and till Work(onforni Willi NEC arid NY6FU and sildl'I be Board or rlr(,Underwriters ' I I I , : I I -lie deill-I., le�1,111� ,IT;);! Im%(: ,_'I'l."Cd I— ______ ---�.----------.---------------�---.-------�---- ____ oil)Plate . , ". I � of the New York State Bulldln(j Construction Code,(slid all other laws, rules,or ordinfice,s ofdll Governmental Agencies having ,,i(cd Ill ,\Mil-b"I - lool:Julst I approved,tilt]111(iUde the following: FASTENEFI SPACING(ifiches) -,` :t,_,_�_ 42-:2-.- -..--- - I I , , : -- I 11 - I I . I . Jurisdiction.Contractor shall provide,erect,rilaintain those Items required for use,obtaining oil necessary pernifts,Inspections a)(tit,.Ylring for tievii switches.outlets,fixtures,rk,-(Irt uil-Ing ner.essary to allow for all new work.all rewiring Of 1011W di+n,,,� III,,blilld- --, __________ k, I f IIIOICC['�'d h0ill \\IIILI-I' . -��/,� ,,T", strap lapped under sill olilte I I I lllb_,IIIIILI� -___7----------- I ; I and approvals,arid remove those items whI(h haVe served their purpose,)lid when directed by tile Owner,unless otherwitie existing fixtures and labeling of circuit breakers to Indicate(Irrult use. I Parlel 5pJn -_ 4 4 feet<pariel 6 f"'t<panel - I - I 0, - , .i , 1:�,I k:- I I /4 A?_0 U 6_4 F__ / . I , , � Ilw'.di'lli I,,'deslQ11"'I.1,�,l I'm tl�dk ,�,I!clo,"�d huddlIlL spun -.. 6 feet 1 span f a feet - , '. - I - FASTENER TYPE i eel ----------- _________,______ - �' , stipulated. b)furnish NFBLI Certificate at(ompletlon of wo-irk. J . __ -- ---____--- - I -,- 'IlI 1,I _______-- I ! I.---____ ____ ---- -I I I I . ,:oI,hIIt,C NI,Till *01C ,I�':a!'!!1,_1 � ,', 1_' %c-1, )_�,�_,_ �N;�t \ I (I'i'l,",� I to, I I)" 9' 'ITT__-TLr__,I- _t I - - I 44. Contractors shall niake titnelY Submissions to the Owner of tile various Items as set forth sods to allo�y reasonable and dde 6.Furnish arid Install sl n9le staff oil smoke detectIng alarm rJevl(e I it complia nce wit ft Sec.72 1.1 ofNySBuIIdIncf � -io-_.- ... I . I I. I ______ --- - --- I �: Sill plate . . I -i",1!I,: Jci,li-, -11,1111 - - ____ - � --------------- � I fl-ffl--I I�-,- ____ quate tfine for review,Possible correctioll,possible re5uhnilssion,ard for approval or submissions without delayla fit,, Code and 5hall be provided oulside va(h separate sleeptrig arpa.Ili each sipeping,,pace and(,it em If floor level. � I- -_ I . �,' 6I.I!,.-d opl:11111- Illotck:11,111 1,11 \%Illd -I--_____- - 1 12' 1 1xv- -Ij r1_-fflr1:-I I I I progress of the entire project oi-any phase of the project. - %1, �, 'I'lev- l 10' I I(I" . L --Ill � . 7.Coil tractor,,hall verify wit is tile owner,locatlon arid quantity or fighting fixtures.s,,vl tchp5,outlets,(-'to.Prior. Iliccl[Ile I L:klllll t_-Illellt,,%I'ill,:I ,tI,_,C N I 11,�,I I�� 1 e,,:I 1: \�,I M ______ -________i----.______ __ ________.______-________- ---I I _____ � I -,� - I"liwl� 1 pokmj�-1-1.1,6N. - I 1, . - _ . - !X:,(� 1��_t,er(,Ilccd IlI,..IC;!J �,I "! I I 1.-1, -)Intli I I.ul- 'o, �R I !t_I I I-:�-fif---4 I - Steel Strap lapped under I I to providing a bid oil ill(-,project. I I,),to .ITT,! tit'AS I'M 1 . . . ; 1.�Il, Ilt-1 lo,ill =0 t'V?liv, : ::- I L[--Iij I]]- I "' 1, sill plate Af4CHOR �,�) Tfiese plarlis coillp-ty With all of the reql.lirellleflt�.; of ttle 8.Provide,I 1711111111LI111 Of Orlit-1 OLIMA In d hallway that exceeds 9'-O"Ili length, � -_ .. 1:1- 1.;,,I� I, i,.,,,.,l ,I,, I lo inpi, ,,,,,,I +,ac�i, ,;ji,! ,I --'� it-: nwall fool i= I -ill-i,I— ,!I . pi 9.Provide one outlet In each room a minimum of 6'-O"from the entrance to that rotain. � 1-1 lit , Ilir'A 20 cj,;�0-1 61 1 . 1"Aception: \%(','it �Irlltllll�d p'llick \\1111 �l 11)�nll�ltwl 1.1;_1!1� �11 --I --.----- ll�:1 i - I I i,-, BOLTS 10.Provide a mininiurn of one Gri Outlet wit hill 3'-0-Of tiny�,Ink arid a nihiltrium of ont.In every bathroom lhlckllt��.;Of, I-Ilich f I i 1 111111''111ki�i ma\1111:1111 ,�p:lll - . - ''.A1,111,1, I Residen unless otherwise specifled. , 011"�11111_' L ; 1,dl 11, �o,iallv,l:,I,,,ljpO.,,II)�,,erd,,,I t;,.-.I,%,,i,,I s*mictuial parse f- . I 1.Contractor must verify with Ill,,licensed ele(trl(lon If an uligrado of electric,il serlilire Is required f r I . IV of-thi;Panel .1- - .1 kit "%; 1',�N:l ( 1-1"", 11-mil �Ilail lit: pclillllt_�d t'01 , ,-.,;-,;, J-h 1_�.�,,t�jlk�d--I lionintuyl.,A I 111cri fr�.Im Ifiv,:&_ � : L I L 11 'I- I . COLUNIN � o 011, I�-1 � I � 11 � " 1, 1 1 -ojc -to submitting a bid. pro(i!Ctj(iT`1 Ill kilic-mid t%%o-,tt,r\ I)tiitLliilL,,.I),Iiiel,,,I�,111 I :".�,,.,., ,I;.I!it�,- I�,1),-,!11"11��1,1�)�,ell,,-Ifi.l(Cttli,),J�l,li(IIVCAICIIL'f'.'-'.tilt:()�l- I / - I I "', S�-F;. g,1,1,,-_ B,ASES pi ,ct priot . - _ : , - 11, " 1 Chapter 'I 1 E'riergy Conservatiorl. (2010 Edition) 12.Contractor to verify locations of rna%,meters.sub-pariels,(It(.for rplo(atlon it,;required for the project. ldalccl opelllll�NX Ith attai.lif1will ,1:1i.�, ao'd " ilov:131,11"("I I'/! ulclws tilk)Xt,A)d wail ITztII,:Ie_, and it ulun- . . ,a H v L voo W�-- . Ile precill Ill CoN,CT dw, � I BEAM wl,;' I 0 It,, t I � - Coutra(tor trust also notify tile Arclilte(t of locatlow,If not giown oil pl,ins. 1J,jIkJ�\jICIJI-kl%IkICtI. \JJ�)CI)IIIeIJt,S1IJJlI IlClict)Nided Ill 1,;i,!fl 11, , 1 11"Al",olto Cull�ltlic blol.i,Ur CiAlcretV.A-]11110-1(cel fralluw- '� /I- � - S�RAP .�, �V H T'>,I H e-d in accordancta with the American F'orest & Paper 1, �: , � --- accotd "'(11 `,I,'k)I_',,IIl` _I:)iLIw;I,Jll 1 -;,Nfm�,��d illicads.I-ii'lellef-diall bi:10"Ieda IIHIllful.1111 Of MTS 12 X/ .. -1 ,� .t I __.-j��,.J � PLUMBING NOTES :111,:C\%1111 I*,tI)It:I\- - - Ill bC kleSh;!lIed - -_ // / , �1� ". 1-7-If H)P'l- I �� I ''�_�&t�- - I jjl,l�,:, 111oli Ili(:CLI�IC Of i.'tIIJi_f-,II_NUCk ill Collcrel': � / - ,.,-, I "I � 1, 1.All plumbing work shall be Ili,trlrt rontorniance with all,,tate and local codt";. 11 - -'Ioad_i(Ii.-IeI-IIIJIwd � - I I I - ,�" I ..". � ;'__�.�: - .5- I TIC JI q",Ifi 4 _- ssoc. Woo Praine Construction Manual for One & Two Family 2.Hot water heater shall have it maxImurn temperature r tt f 0 degrees F. ILI FeSI.)'t tile Ci,lIIII)0Il,N:tlI.i,IIId dllddilll� -1 It] it) uia�vw� �a IIIa101ll)f1W�:L,, I!lv" I,hidl be 1, .- SENo I I .1 I. 11 - .1 - I ,� ,,NNii i, ,,,f,,,i,, ,it,, ,iuwfi, . . ,___ / D, TA'j, �", . I , � 'I" i . ,e In( 0 14 , I I I i1c C()rd-11 nt:e W itil tIlt;'pro%ISM IS 0 I t I It:131111,11 111i,'(_I It W I I "I � - ��4 . I.,� ,- � 1. I 'i . I �,1 �3- __ 3.Prov tie )t atilt cold water supply Iffic-,to,I new rerrigerfitor it,.required by manufacturers specificittlons. "ItIlchiA u�ul": NII'l,kilon-INtsItilam "1101cirs flavin'i Il 111111inlull, ullilliale _ - 0 �. I I, I �," f,L7 S. "-I r�i : h', 1-- - '� '�, """ I - . .1 A 4 t - -/-,�� # '40i.. r) ,,�:__/ , ,, ) Q ,� Dwellings 2001 Editimi. (Prescriptive Method), -I P - 1`�' f-,,- _7 -�) <L I` --t! it R, , 1.Prov de I- -/, - - ( I� ,� , NOTE: i I I sulatlon()it all new piping its required by(ode. / �y NcItL)�)/-�t Slat" %%itlldT,o\ilf,-�Ipacll) Of 4"AJ pound, I _�, .I � - .- , I �, ,j'�' ., 3,1`1111,11MUNI � 1 . � I,- I ____ _._ ------.- j" 4:-- - �- `/. ATV "; , 5.flernove and relocate a0 existing piping a5 required to assure the proper Pxoqullon of the work, .1, . - I � 10, "I' I�i S11ACoVEP " � . , , I � f.I ,Ill I� -1 � I ALL 8fF1,AFFfjr ,r I 11 )I 11 i "4�- � . I I �Z_11 I , ; j To e-E I V,020 GAUGE 3TER "'I +4'c"-r I I-I" I 1, I'- - "I . ��i`i" , I- 6ENERAL NOTE5 G.Below grade waste lines shall be)UICI piping. I .1 A , yz I 11,,_ � it, I. 1-1 . . -1) 'SI,/FS0ff ECUVALENI-r--c82o (COILED STRAP) r _ -1-i A 1 �q_: L t:,:"L- -r('�.I j�, .::. of)"�-- I -.�� .-111, 1, - , ---.....-I--_1.I A/ - l'- -, I ..�r �. I".� ,,,, � iAiiAllitif 11 14 I, � I I The rolediarical 5h itern shall bet installed in accordan"o Luith chaptL�t*5 I 2-24 of the " �'�I - � .. - P!�!, 1: - -J 1. �, 1 L_ _J 7. Potable lines shall be type"L"copper. I - '111 (0- '� 8.All gas or oil piping required shall be performed by it)(,plumbing contra(tor. I � . I � I I.I� - : , _Ic� I V-,LL STFIAPPNO SHALL EE NSTALLED PROR TO 6-EA'FfWQ) t TAE I 11 � , ! rd5iaerltIJI C,ode Of New York State. JLE R301.2(t) j, I L.11;11- . , OA,d I ; ,. -6 1 1 11�11 t - 'E FiAFTER ro 1 9.Sanitary disposal,,ystem shall Ile County Department of Health ServIcvI,approved for design iiiid - .1v ; I � . : I I I I , -T eP FROVE � ,'� -I-1 I I 'I, KEG ATTACFMENr VAI.EJ1 -illationJtle Owners Surveyor shall be resilonsIblo for design atid locations of these fi)(IlItles as WpIl as 'I.I") - ______------- I � I I ,[�!_ I , " , , CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA - . I I ,t! \--- , ,�', --.----- _____ ---.---- ---.-.----- - ,. , - I . IrT , _,� , "____ .- i , 1 2. rhe Flutribirg��5terri shall bet lo5talled in accordanee tt,ith chaptc!r5 25-31 of the residential Inst, I , �0 -� �, !. I obtaining all pprnills or . ICE SHIELD I I 'I . � � � ,; � ALICNED rJ1 RAFTERS AM , , SUBJEc r To DAMAGE FROM --- -1. i, .� \� I ____-_- ,---- UNDEFI- . .1; 1, - , I I -r,ep. PFInvICE RAFFEf"I 1`0 �.C�dl r,F NCut'f'.-rk St-ite approval�. . . ,� - . . GROUND WIND I.. . j ,� , � 3 TO FLArES SEIMMIC I 1. . M33 . LAYMENT FLOOD I U . - .1 �, .,:,., \\ 1�) -- - I I �-NOWLOAD' DESIGN Frust firie I .., Typical LSTA Installation ��1�1� - � . : ," . . �\ \ ,\ r rR.PPLE (,C�,�,\FCT'�CN H-2 10.Contractor shall provide hot water baseboard beat througliout at perimeter walls unless otherwise noted. SPEED* JEC;Oflyll weath"Initt" _____- I . I I ,r-- I ,I. - � � �., ,;,f- L\1 I OR EQU.-�1, (�R SrRAP 3.Elcictrtt�al equilarrerit and Wring Shall Ue IristjfIc:d lit accorciance with ch_lpter5 33-4:2 of the I 1.Witter main must be 7'-O"away front tile sanitary disposal Sy5tetn and W-O"deep. tiAZAR05" - I . , , . depth" Decay" I � fIrOUIAED` �� i ft . I _� , _____,�.11110� CA I- ______ ___. ____ relluit.1 sligUll r,, I Fw- ,l�I`--r rs.11- --, C, -,-r tj r:. I I ; I \_ _� ,, ,`��,`I.,. l'i � \ \1 " �� f - I rdsiderdal code of New Y'ctk 5rate. . ,---- - �_ r a r-I 1:�,,�,,��_ \ , , , \, X\ _,T .., 'B" Severe 36 hitilks 1.111n�_ Iticluirtil Site Specific [* i" - . \\ \ ". 0 P-,'AL ��L I-E2 T . 12.Ili hearing walls or partltions.no stud Is to be(of niore than 113 Its depth to receive piping,duct,or ele(trl- 20 Ill I 0\111i AI'd...I, - I j,�J) I ��-, .I � . ,�� , I ...."', ------A -__.________-----.--- � _ " ,\,,,, ik -- _____ ___- ___-------____ ______ i 11 ff;c,ITT �-ui . I - \ , '.. cal work. I PLI / :, , ". � '\ , -� � . - 4 &fertar LtAnd,_tus iitid(jlass doors shall be Installed In 3ccordarice with section Rb 1 3.5. -3. ."'11! -l!'71 .___� -,,,". -,�.,l -1 t �, .1 .1 T I ,-,.-. , I, --� a I 1 3 ! I t t I ri� ; I I f IT(. ' Alto '' . I... I I � I - , � I -1/ 1.. I I --1 Model I'loutinal viabi \,�,\ \ I TRAPPING A,r . - I I , _:S __ _1 � ir) P� �,� -1 �1,�', , ..I . ..-, e .\\\ I ,"�' -,I,i -I -� !I d-u T ��) I X\\ "11. I'll, INAILING & 5 All qlaziril;Shall ccrripii,j u.-uh ierdon R1306. 1 aji'l; ' " " � . � ��._Z,'_'.I 1�, r, - ; No. P051 Uplift I , I� I -- ,�, - ,',- _� 't; 1 O', . ABLE R301.7 - - __ i - _� I k� '� 1. A EXTERIOR WINDOV"il/ DOOR HEADERS RAL MEMBERS TABLE R301.5 � ---- --- I.. __�;� - Size (133&1GO); f-,� ,� . -___ . - - I- ,;r.J f I T �,�T)� ALLOWA13LE DEFLF:cTiON OF STRUCTU - I . ---------.-- I.-- - I ___ i . " � ___ ." -r ,I., &CA 1kW,1cC,o,`.t0 3 Irl.,if)frarnedwalli,floors and roofidetlirgs comprising elernerits of tile building lierniall 14. -11 I 'it,_I�!`," _"�' ,11"d %,01-'t [,I�,�i�l " _J�, t�, ii k1m I �I-,--IL"t,;i,; __ __ MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS z ---.. ---- -- I- I ___ -,�,,,�� I I'M I '),.,I i -12U0 � I I 1, �.F.1,1�9 KIN Au., to CcVr3iW'Cl"I A, I _�_�L_O_W_iiLTI --- - i � " "- , , � . I . - __-__--------____ erl�,,,,Ilope,i inoisture ��jpor retarder shall be Initalled an the,.Uarrtl-lrI-,.L,in ter 5fda of thd �Il I /_ I- f - A I ----'--- ___ . - - -,q1ll i �'. 1� DEFLECTION I (in pounds per square foot) I !!.if y� - . I I I . - I I I STRucrURAL MEMBER __.--- e - --- --- . -b": '1-3 � I,0,(J - NAILING SCHEOULE'B': ou-�IaF.,.�_r 1�U_iTRX;Tf,#I KOILY,U rit;ulation In aiccord-ir,cc with jectiori 'A 1;� I I 11,�Itl ..-, -, . - I: --f 11 'X4P�:; , __ I .�,� - - --------- I � -- �)� ,� i f (_,!16,, i !� � I�aftcls 11jivill.sloill-3.ft;ater than 3/12 With no fill- -__-1 . - USE LIVE�OAD � .%I.!,�)- fig . - 6'u 0 Pvj,ji 1>1�111 I -t!,Uff3 Fi.�`I,Q&yd 1�i ef'ri, I 11 , l;a,l� cf,i,If I - � 41200 --11 I . , 1-1 1�1 . ., __ �j ll,,�l 4'!' - I I--,' �i-,-7- . U I ost I - I. �I I C -1-------_______ --.-----.-,----,--- I 1) ::�'-., t 14 c�l,-In. ,i ;FA I�_____ I A-1091ir- 20 -3", "i! i�� I�_,- ,; I � F i,ified ceiling attached to tafters , - Attics Willi IuniteT I 11 ,1), . .I - -"t,00 i 6I ',^IIAII and cedifig lifilStle3 itiall ha,,,e,.I fidme-5pread CIJ551ftdtlion of not greater than 200 Luith ___ __________ . __.----- - . e I -rfff 0 T f 5 ITU"T"'" w ",,I `I i 1 r4o"(;1I-, 1 IN it . o 1 E � ______ 1 ") , I I I - ,_ A wfIUkc:-dCvCii,PCd'rodex'Ji rZot ulvater ciian 450 in aCrOjAdfled With�IdCd(afl R31f-, I 1��r,- I�P,!,14,) _,"'.: 11/190 _tlT___ 1,illi,�� , � Interior WUI13 arid partitions Allics without,stura C 10 :4' ) i I,1�1 -to- I , --.'.I--------___ --.--- _____ _____--------I , . - iij, I �ti IJ - I(A) I I ----------,: _______ - ---,2�_7.�I� I. . I . I B I-0, I 2 11'At ___ - )-[--I -1- �-- .1............. __ ...... I- _�,1. .1 . � - . . __ -1 1� . Flours arid plastered ceiling-, . I1, I '10 - i (I- � I 'I --------I----_r____ ___I-_- __ -_ --- ueiizwl"Llutsad4azallm�� U"14 _____ _____ -____ " . ,I 1 $1 01 fD�,,Il - I _r-I.- � I--- oil R -3 1 r- . I L/2-10 I 1 \!�! I 1", I I I _____I _____ -_ - - - . ___4 Dtcks' I , Floor Tic ; -Ill -- _____ __ I 10 E I _ -li,til ,----,,, /*�'_ rz:_ 1, � t�� t��, .,, I i-- " �D �- --- I I I , 1 '31"), 1 Index,.;f riot greater Than 450 in accordri-ice�Uith 5ecti - ErHEZET TITLE . ________F_ I , F__ I a J?,s,(,)-,a ! a � ) 1 a I ) I .-) �Lruclural InellibcEs ___ 'Ateiiiar bALC,aieli 60 1 ) BCS2-2/4 -_D_ ---.T-- t_____I --I �__ , , I I " ,-.-. All failicr s I L �,i�,,, f 1 _____W_i7_1 ,� - . -- , I I - - - ' -i, - - , . j __ as i Floor I ci I . . I _ �, � I- . I , -1, - I��,I _,___�__ _�E_I-;--7- 1.Insul.ition 5flail fia-de-i ii,irre-spread Index of not greater than 25_iAth i 5rrlc�e-aevelopdd � ...I , , - Exterior Walls with plaster or stucco fullill ,9()� � __ l �� 1 ,,I ____ �- - �',�� I F - - , I I ,e 9 - . . I R�-� -,�'t. .11 - __ -_ 0�11,It) �, , t , ) ,I i,AS D A t��O, __ - 40 Z`:Z�.'.,�- 'i 1�- �,�� r I ----- r----F------F ' 102.3�Irld exterior tuall cove - � ) ___----I - - U , I I I - ��I " -; � lerfor Wall(,01tefing Shall Ue in icoordance u,ith t3ecdon R aring C Q , a 4 - Fire escapes � I i, ;-I 6 In. cc; ,�(, -,. _____ N I J-I I ____ ,,,; `�`,,, -- ______ - L-1 t W! _\\�A will)blittle filli.she 11 k_,T_'� L ftfi, I I I I I �,,111 Oe:if ai;�:(,,rd.lrice Lt.ttri 5eccioir)103 4. 0 , , �11/ <� PRO_1E1_'T RAME I Exterior walls -vind luads __ '. I I LF 1��'. I - -_______-,____ Guardrails and hiandrails 120(F___ pf�,.�,tle "Ifl i. I------- I ----------._______ Ir, I I ! 11, 1_;--,;�---F-c----------. !W %.�,/ I -.--- _ .__________,______.._, ._. 12( _� --.---. I �" ef."&LIII�e- � . I ! �', I � �---A -I . ", Emeritar Nvall.;wuld I.adsa viah Ilt:xibic-finishes.-________- .- I GuaidrAs lit fill coultionellisr 1 50' I �,- /,t� F�, 1,i,�'1,0(01,&V�l I /,i' i ,1 , LF 'I'vicong 4 1 ; I A,,Pol�ft.3hiflgle�s 5fl-A t,e intitalled in 3',�Ofddfltill I.Lith Section R�105.2 Q� 11 III I 11 � -------- , � .1 1. . � A.4.20_1�9 Cr�U ii-%t;At�%01 r.0 Cr'Jrfl��if-7913 � .I - I - , I ___ f, ;;I F ; I I I - erl " I _N ______ I I -4 - T1 ULAIA' I 'I, , I Note.L=span len,dw.if=spill)llt:1-6 it. -, , -- .,,jai quffibar 01- I I I I I"�,,, , I . - . I . . I I � Ir ,_ �:., �, �. I :V'i - \ I I� . 0. n.i,i�6,t rr,,At�ri,w cat Ile�L%r Tx.iE3,;ilr,;i:;i.i;,�ix,:ois) i - F__ .1,1, .�_,� . .. . � �, �' . ' .�I � . I '! 1, , __ � . , � i�� . . HE- '- __ I. . -, . ; : _�4r' � " Passenger Vehicle gairiages, 5oa -o'cifled 'A � �-1 - , , , --1 I 1 I if,ead � I 11 �) `( 1-3/ 1__,�_� It G ,'VA'01 Cf:FUL iEkiir I'Dil Irl.03 AT b�ul��Lt 1Y if,ILUI I . .. -, floors Rounis Other than Slecpillg fuoflls 40 (� . . �, _/ i I i I . , ,�'. I - I UAT E: I .__....c, . . -----------____ I - I - I-I=0- .1 1 � I I A 1�11.411'11E("I" 1�.(% I ' Z-1-4� 5 (I 0 1 F31 �A--V- -A � \_ . -1 rj�F_ 11�:,:_& __� I J r'� �- _____ , //I*. ,__ "_�,_- , ,p.f, _/ -- -1 I- j .9011� .-I_�i,_�,�,I ,, �,. � I f I � �� ,Z,�-, i 9. ti-%Ii.,,�it�4;w iv&.;ev-:ol_,ta ilfic.Lt�,,,"cz�ir eira,jri.o to Elf) `N'�_,,_---- . '. I'I (F irVZU4 AT EADi,�zE -,F.il)U i 012"7113 IINI�11_`A�V.0.1-e!I I - - 209 LY1,;:,� A1I'E_',,:uE 1��ISIALE: - r, . F. Slectaing roollis _________________30 1 q I,! - 'r E IlAl,',,�I'::,,A,,-'.I'111-11�-.Ell 1 1�;4:1_iv._`l ,,, No.02653A 1, I - Stairs � I I 4 "�� JLJ�IC,16, �9--1r1JJ,li.,'-i�Io.iiAr.��i,311,W ) I.I 11 E4:. 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I .- . I 1. . 1- � .. � - - .I�- �- � ., �_ � I-- - � _ -- I� Spaces architecture Project Location Map Thermal Calculations and Notes 410 W Montauk Hwy, Suite 2 Lindenhurst, NY 11757 phone 631.225-8705 fax 631.225-8707 : King Kallen spa cesarchitects@aol.com wvrw.spacesarchitects.com � I. THERMAL CALCULATIONS ARE BASED UPON THE ENERGY CONSERVATION �,, ,. CONSTRUCTION CODE OF NEW YORK STATE. THE ARCHITECT ACCEPTS , Additions and Alterations " " NO RESPONSIBILITY FOR THI5 DETERMINATION BUT TO THE ?_ _ � � &a++c�wn>' BEST OF KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE SPECIFICATIONS ARE IN COMPLIANCE WITH THI5 CODE CHAPTER 5 OR 6, DEPENDING ON APPLICABILITY, EFFECTIVE JULY 5, 2002 Ar 2. ALL NEW CONSTRUCTION SHALL COMPLY WITH CHAPTER 5 OR 6 OF THE a `r ENERGY CONSERVATION CONSERVATION CODE OF NEW YORK STATE, AND THE TECHNICAL SPECIFICATIONS AND REGUIREMENT5 OF THOSE PARTS ARE HEREBY MADE AN ADMINISTRATIVE PART OF THESE 1011 DOCUMENTS, A5 IF HEREIN WRITTEN IN FULL. THERMAL DESIGN CRITERIA a7 FISt4d COMPLIES WITH CHAPTER 5 - DESIGN CONDITIONS OF THE AFOREMENTIONED CODE. r '_ r r 5. ENERGY VALUES FOR WINDOWS, DOORS, ETC, ARE BASED UPON P' a § ` PUBLISHED SPECIFICATIONS. f �.. W00T 4. BATT INSULATION TO BE FOIL-FACED FIBERGLA55 '• s RIGID INSULATION TO BE EXTRUDED POLYSTYRENE x•� { �'R � � �lg. 830 EastwoodDrive `� eh � i � ¢ 5 n r . DESIGN CRITERIA: THESE DRAWINGS AND ASSOCIATED ✓ � THE PROPERTY OF THE ARCHITECT. COPYRIGHTS ARE AND SHALL REMAIN I"NE'W_. EXTERIOR DESIGN CONDITIONS: ALL DRAWINGS & WRITTEN MATERIAL - w' � _ ? APPEARING HEREIN CONSTITUTE THE ' F ORIGINAL & UNPUBLISHED WORK OF Cutchogue, 'Y 11935 �� NASSAU COUNTY: r THE ARCHITECT & MAY NOT BE RE— } hnke.Hcl kx.'{?eps' i 9rr PRODUCED, DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN Q r CONSENT OF THE ARCHITECT. HEATING DE GREE DAYS. 4810 ©2015 SPACES Ta , �� i � � .`. ZONE: IIB 1 � 4 WINTER DESIGN DRY-BULB TEMP: I5° SUMMER DESIGN DRY-BULB TEMP: 8q rte. O 0 _ i G tc�rgattd r�u . �� ,-�. COINCIDENT WET-BULB TEMP: 730 a } { F -'�t' '9 A 0 � • 3s�' F' �+i� `S y'ttY-�^f' SUFFOLK COUNTY: HEATING DEGREE DAYS: 5750 z Plot Plan ZONE: 11B WINTER DESIGN DRY-BULB TEMP: II° IL SUMMERDESIGN DRY-BULB TEMP: 550 a Drawing Index COINCIDENT WET-BULB TEMP: 74° id •° .A, 6. CODE COMPLIANCE: •� �' A.1 Title SheetEScheck Software Version 4, , b o A.2 General NotesCompliance a i tlu A.3 New York State Code Details and Charts Iffil A A.4 Partial Floor Plan, Partial Roof Plan, Building Elevations Project ,• > A.5 Partial Demolition Plan, Partial Foundation Plan, Energy Code: 2010 New York Energy Conservation b •tt - y Location: Suffolk County, New York '`r * t _ Bui1ding Section, Construction Details Construction Type: Single-family • Project Type: New Construction G • r Conditioned Floor Area: 0 f;2 p Glazing Area Clim Z 1 Zone: 4 (5750 HDD) Permit Date: - Permit Number: > m /'y ZrJ n 1 n g Calculations Construction Site: Owner/Agent: Designer/Contractor: � a;.•b. al.e a .... +0 AREA OF NEW ONE , 21 - • - LO STORY SUNROOM ZONE: R-40 Compliance: 0.0%Better Than Code Maximum UA: 114 Your UA: 114 ; Cn ADDITADDITION + The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. -h W L ION .++ It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Q LL. Q • 74 ITEM REQUIRED PROVIDED Envelope Assemblies 0Z o AREA OF NEW _ =. #;-`� HEIGHT 55' MAX 1'1'--I 1/2" « NOW! •® • COVERED DECK -� LOT AREA 40,000 5F MIN 22,400 5F - - ® U w 0 V) ` FRONT YARD 50' MIN rjQ'-411 Ceiling 1: Cathedral Ceiling 417 30.0 0.0 0.034 14 WE O ,� •* .! _ t i Wall 1: Wood Frame, 16"o.c. 676 13.0 0.0 0.082 44 •°-- Pe) -a- • MIN SIDE YARD 15' MIN 56'-8" Q (L 0 F= • ° • ' « Window 1: Vinyl Frame:Double Pane with Low-E 141 0.300 42 > a AGG SIDE YARD 55' MIN qbI-O" Ail „ Floor 1:All-Wood joistlrruss:Over Unconditioned Space 417 30.0 0.0 0.033 14 40 REAR YARD 50' MIN 55'-4” p v ' r• - ' ` LOT GOYERA6E 20� MAX -1.SO5� Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other •o cd area - • calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy N ¢ Conservation Construction Code requirements in REScheck Version 4.6.0 and to comply with the mandatory requirements listed in a 'd the REScheck Inspection Checklist. ` > NO VARIANCES REQUIRED FOR THI5 APPLICATION �- project no. •.". ., . d OCCUPAINU I OR 15046 / USE IS UNLAWFUL • _�'l .;' .. . �� project date ,: : .. � ��, � �11�I�UU�C' cls�'II�IA+ Symbols and materials x .. _ ,w ^P. f_... _._. 5/15 OF UcUAN �' scale L. DETAIL EARTH .i i {(p]ry�_A 1" – 201–oil '1 `'I '.lil ,. Ik '' ;'. I` . 30 Jtl- i 5HEE7 NUMBER i COMPACTED GRANULAR FILL ls ° .t dram by e 5EGTION ,� - ,_ V r GL CD �• C0 - A-I SHEET NUMBER a °a• CONCRETE - ; r :�,.,,; f:ETr,lid STORM WATER RUNOFF > . - L) CONCRETE BLOCK ' -` `' - r, checked by �, •M. t, .:_ ;Cil' . . I. . /;k.:,_I rIJFt�t1�1t1T TO CHAPTER 236 IL; ' r? C.U.r' : ;Fi%! G1 THE TOWN CODiE. f ORB/GL ELEVATION „I, -C,r, Q ® STEEL sir Q iia r:nr?. seal •rt. -`.,,rA -. DOOR NUMBER FINISH WOOD _ .c�t._o t, �� ,.. OF b ' E P,4RTITION TYPE ROUGH WOOD r1.il: , 1 � ` rlr��,inF10 f f CD +. REY11510N NUMBER BATT INSULATION RIGID INSULA,TION -�uY �__.. c�, nrn,,,,l UI1�, 0 WINDOW TYPE .. .;...- , _ y... rY _IJ Ge igg, SAND ---- Cha s"'lemiio, RA CD — PROPERTY LINE drawing number 50ALE: 1" = 20'-0" -e�- 0.00 5POT ELEVATION PLOT PLAN 15 BASED ON 5UR1lEY BY RODERI GK VAN TUYL, PG, DATED 5EPTEMBER 5, Ill A5 5UPPL I ED BY OWNER. General Notes 2010 New York State Residential Building Code Compliance Notes Structural Steel Note P S aces architecture I. THE A.I.A. GENERAL CONDITIONS (A.I.A. DOG. A201) ARE HEREBY MADE 8301.2.1.1 - DESIGN CRITERIA 8406.1 - CONCRETE AND MA50NRY FOUNDATION DAMPPROOFING 8802.3 - FRAMING DETAILS I. ALL STRUCTURAL STEEL FABRICATION AND ERECTION TO BE IN 410 W Montauk Hwy, Suite 2 AN ADMINISTRATIVE PART OF THESE DRAWIN65, AS IF HEREIN WRITTEN CONSTRUCTION IN REOION5 WHERE 133ASIC WIND 5PEED5 EQUAL OR EXCEED EXCEPT A5 SPECIFIED IN 8406.2, FOUNDATION WALL5 THAT RETAIN EARTH RAFTERS SHALL BE FRAMED TO RIDGE OR EACH OTHER WITH A GUSSET ACCORDANCE WITH THE ASTM SPECS FOR A-36 STEEL DESIGN Lindenhurst, NY 11757 IN FULL. 110 MILES PER HOUR ARE DESIGNED IN ACCORDANCE WITH THE AMERICAN AND ENCLOSE USABLE 5PAGE5 AND FLOORS LOCATED BELOW GRADE PLATE A5 A TIE. DEPTH OF RIDGE, HIP AND VALLEY RAFTERS SHALL NOT STRESSES OF 22,000 P.5.1. AND 24,000 P.5.1. AS PER THE A150 MANUAL, phone 631.225-8705 2. WRITTEN DIMEN51ONS SHALL HAVE PRECEDENCE. THESE DRAWINGS FOREST AND PAPER A550CIATION WOOD FRAME CON5T MANUAL FOR ONE SHALL BE DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE BE LESS THAN THE OUT END OF THE ADJACENT RAFTER, AND WIDTH AS ,2, ALL CONNECTIONS TD BE 3/4" DIA. BOLTS (A525) OR GREATER A5 fax 631.225-8707 ARE NOT TO BE SCALED. AND TWO FAMILY DWELLINGS WFGM-2001 (PRESCRIPTIVE DE51ON METHOD). FINISHED GRADE. MASONRY WALLS SHALL HAVE 3/8 MINIMUM PORTLAND INDICATED ON DRAWINGS. SLOPES OF LESS THAN 3 ON 12 REQUIRE REQUIRED OR WELDED CONNECTIONS. spacesarchitects@aol.com CEMENT PAR6INO APPLIED TO THE EXTERIOR OF THE WALL. PARGING ADDITIONAL MEMBERS FOR SUPPORT. WWW.spacesarchitects.coln 3. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER 8301.2.1.2 - PROTECTION OF OPENINC75 / INTERNAL PRESSURE SHALL BE DAMFFROOFE12 WITH A BITUMINOUS COATING, 3 POUNDS PER 3. ALL CONNECTIONS TO BE IN COMPLIANCE WITH AISG STANDARDS AND SCALE DRAWIN65. IT 15 THE INTENTION OF THE DRAWIN65 TO PROVIDE UPON COMPLETION, CONTRACTOR SHALL PROVIDE 1/2" PLYWOOD PANELS SQUARE YARD OF ACRYLIC MODIFIED CEMENT OR I/8" GOAT OF SURFACE 8802.3.1 - CEILINO JOI5T AND RAFTER CONNECTIONS TO SATISFY BEAM END REACTIONS. FOR A COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE (8'-O" MAXIMUM SPAN) SIZED TO FIT OVER EACH GLAZED OPENING. EACH BONDING MORTAR COMPLYING' WITH ASTM C 88"1.. CEILING JO15T5 AND RAFTERS 5HALL BE NAILED TO EACH OTHER AND ALLOWED FOR MATERIALS AND/OR LABPANEL MUST BE SUPPLIED WITH ENOUGH 2 I/2" OR REQUIRED TO COMPLETE #e) WOOD SCREWS TO NAILED TO THE TOP WALL PLATE. CEILING JOISTS SHALL BE CONTINUOUS 4. ALL STEEL SURFACES NOT IN CONTACT WITH CONCRETE TO RECEIVE THE WORK, AS INDICATED. ATTACH EACH PANEL AT 16" DG SPACING. 50REW5 MUST BE ATTACHED 8406.2 - CONCRETE AND MA50NRY FOUNDATION WATERPROOFING OR SECURELY JOINED WHERE THEY MEET OVER INTERIOR PARTITIONS AND ONE SHOP GOAT OF APPROVED PAINT. 4. THE CONTRACTOR SHALL INVESTIGATE THE 517E AND FAMILIARIZE TO EACH PANEL AND LABELED, AND PANELS MUST BE STORED ON 517E 7O IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER NAILED TO ADJACENT RAFTERS TO PROVIDE A CONTINUOUS TIE ACROSS 5. ALL WELDING TO BE PERFORMED BY LICENSED WELDERS AND TO MEET HIMSELF WITH THE EXI5TIN6 CONDITIONS PRIOR TO THE START OF ANY BE MOUNTED IN EVENT OF A STORM TO PROTECT AGAINST WIND-BORNE CONDITIONS EXIST, EXTERIOR FOUNDATION WALLS THAT ENCLOSE THE BUILDING WHEN SUCH JOISTS ARE PARALLEL TO THE RAFTERS. WHERE THE REQUIREMENTS OF THE AISC, AWS AND ALL APPLICABLE BUILDING CONSTRUCTION. ALL EX15TINO CONDITIONS AND 12IMEN51ON5 SHALL BE DEBRIS. USABLE 5PAGE5 AND FLOORS LOCATED BELOW ORADE SHALL BE CEILING JOISTS ARE NOT PARALLEL TO RAFTERS, RAFTER TIES MUST CODES. VERIFIED. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION WATERPROOFED WITH A MEMBRANE EXTENDING FROM THE TOP OF THE BE INSTALLED. RAFTER TIE5 5HALL BE A MINIMUM OF 2x4 NOMINAL OF THE ARCHITECT PRIOR TO COMMENGIN6 WITH THE WORK. 8301.2.2 - SEISMIC PROVISIONS FOOTING TO THE FINISHED GRADE. THE MEMBRAINE SHALL CONSIST OF (2x(o MIN IF ACTING AS A VAULTED CEILING). IF NO RAFTER TIES b- ALL COLUMNS TO BE PROVIDED WITH STANDARD GOVERNMENT 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS 4 CONDITIONS ON THE PROJECT LIES IN SEISMIC ZONE B OR C, AND AS A ONE OR TV40 FAMILY 2-PLY HOT MOPPED FELT5, 55 POUND ROLL ROOFING, 6-MIL POLYVINYL ARE TO BE PROVIDED, THE RIDGE FORMED BY THESE RAFTERS MUST ANCHORS AND SUITABLE BEARING PLATES AT BASES, IN COMPLIANCE JOB AND THE ARGHITECT'5 OFFICE MUST BE NOTIFIED OF ANY VARI- RESIDENCE 15 EXEMPT FROM SEISMIC REQUIREMENTS OF TH15 CODE. CHLORIDE, 6-MIL POLYETHYLENE, 40-MIL POLYMER-MODIFIED ASPHALT, BE SUPPORTED BY A WALL OR STRUCTURAL RIDGE BEAM. LOCATION WITH AISG STANDARDS. ATION5 FROM THE DIMENSIONS AND CONDITIONS 5HOWN ON THE 60-MIL FLEXIBLE POLYMER ASHPALT, 1/8" GEMENT-BASED FIBER-REINF AND ATTACHMENT OF ALL CONNEGTION5 SHALL BE DE51ONED AND 1. FITTED STIFFENERS SHALL BE PROVIDED IN BEAMS OVER AND UNDER DRAWIN65. PROVIDED DIMENSIONS ARE SUBJECT TO ACTUAL FIELD 8308.4 - SAFETY GLA55 IN HAZARDOUS LOCATIONS WATERPROOF COATING, OR 60-MIL SOLVENT-FREE LIQUID-APPLIED INSTALLED AS PER AF4PA WFGM 2001. ALL COLUMNS. CONDITIONS AND No CREDITS OR EXTRAS WILL BE ALLOWED FOR GLAZING IN THE FOLLOWING AREAS SHALL BE TEMPERED SAFETY SYNTHETIC RUBBER. ALL JOINTS IN MEMBRANE WIATERPROOFING SHALL DISCREPANCIES UP To 2'-0" IN ANY MEASUREMENT. GLAZING: GLASS IN SWINGING AND SLIDING DOORS AND FIXED LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. 8802.1 - CUTTING AND NOTCHING OF RAFTERS 8. ALL PRECAUTIONS MUST BE TAKEN DURING STEEL ERECTION TO ENSURE SIDELf6HT5, TUB AND SHOWER ENCLOSURES, ADJACENT TO DOORS WITHIN NOTCHES IN ROOF JOISTS AND RAFTERS SHALL NOT EXCEED IA THE STABILITY UNTIL STRUCTURE 15 COMPLETED. b. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL 24", AREAS OF GLA55 GREATER THAN q SQUARE FEET AND LESS THAN IS° 8401.1-2 - COLUMN PROTECTION DEPTH OF THE MEMBER 5HALL NOT BE LONGER THAN I/3 THE DEPTH OF WOOD COLUMNS IN CONTACT WITH OR EMBEDDED IN CONCRETE SHALL BE THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE I/3 OR THE q• ALL LOOSE LINTELS TO BE WORKED IN CONJUNCTION WITH ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING TO THE FLOOR. ARCHITECTURAL DRAWIN65. THE OCCUPANCY CERTIFICATE. PRESSURE TREATED. STEEL COLUMNS' 5URFACE5i SHALL BE PAINTED WITH SPAN. NOTCHES AT THE ENDS OF THE MEMBER SHALL NOT EXCEED i " THESE DRAWINGS AND ASSOCIATED R310.1 - EMERGENCY ESCAPE AND RESCUE OPENIN65 A SHOP GOAT OF RUST-INHIBITIVE PAINT. I THE DEPTH OF THE MEMBER. THE DIAMETER OF THE HOLES BORED 10. ALL L005E LINTELS TD BEI -D LONGER THAN MASONRY OPENING. COPYRIGHTS ARE AND SHALL REMAIN 1. THE WORK SHALL INCLUDE ALL MATERIALS AND LABOR NECESSARY 13A5EMENT5 WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL OR OUT INTO MEMBERS SHALL NOT EXCEED 1/3 THE DEPTH OF THE THE PROPERTY OF THE ARCHITECT. TO COMPLETE CONSTRUCTION A5 5HOWN ON THE DRAWIN65. ALL a ALL DRAWINGS & WRITTEN MATERIAL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE R401.3 - COLUMN STRUCTURAL REQUIREMENTS MEMBER. HOLE5 5HALL NOT BE CLOSER THAN 2 TO THE TOP OR APPEARING HEREIN CONSTITUTE THE CONTRACTORS AND SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR COLUMNS SHALL BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT BOTTOM OF THE MEMBER OR TO ANY OTHER HOLE: IN THE MEMBER. ORIGINAL & UNPUBLISHED WORK of PROPER PERFORMANCE OF THEIR WORK, COORDINATION WITH OTHER OPENING MEETING THE FOLLOWING REQUIREMEWr5: r AT THE BOTTOM END. WOOD COLUMNS SHALL NOT BE LE55 THAT 4" X 4" WHERE THE MEMBER 15 NOTCHED, THE HOLE SHALL NOT BE CLOSER THE ARCHITECT & MAY NOT BE RE- TRADES, METHODS, SAFETY AND SECURITY ON THE JOB SITE. THE o/� c,�a s PRODUCED, DUPLICATED, USED OR � Concrete V r t N�t +� DISCLOSED WITHOUT THE WRITTEN ARCHITECT AND HI5 AOENT5 ARE NOT iRESPON5IBLE OR LIABLE FOR I. SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. AND STEEL COLUMNS SHALL NOT BE LE55 THAN 3" (P STANDARD PIPE OR THAN 2" TO THE NOTCH. CONSENT OF THE ARCHITECT. THE ABOVE AND SHALL BE HELD HARKLE55 AND INDEMNIFIED BY ALL 2. MINIMUM NET CLEAR OPENING OF 5.1 SQUARE FEET. (GRADE FLOOR EQUAL. ©2015 SPACES CONTRACTORS FROM ANY CLAIMS, LOSSES, 5UI75 OR LEGAL ACTIONS Rg05.2.6 - ROOF ATTACHMENT I. ALL FOOTIN65 SHALL REST ON SOLID, UNDISTURBED SOIL HAVING A ARISING FROM THE PERFORMANCE OF (WORK ON THI5 PROJECT. CLEAR OPENING 5.0 SQUARE FEET)3. MINIMUM OPENING HEIGHT SHALL BE 24 INCHES. 8408.1 - CRAWLSPACE VENTILATION ASPHALT ROOF SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS MINIMUM BEARING CAPACITY OF 2,000 POUNDS PER SQUARE FOOT.8. ALL WORK 15 TO CONFORM WITH THE ENVIRONMENTAL CONSERVATION 4. MINIMUM OPENING WIDTH SHALL BE 20 INCHES. GRAWLSPACE5 SHALL BE VENTED WITH OPENIN65 IN THE FOUNDATION PER SHINGLE. CONSTRUCTION CODE OF NEW YORK STATE. GLA55 AREAS USED 5. EMERGENCY ESCAPE AND RESCUE OPENINGS 5HALL BE OPERATIONAL WALLS OF NOT LE55 THAN I SQUARE FOOT PER 150 SQUARE FEET OF 2. ALL CONCRETE SHALL BE I-2-4 MIX, Fc = 3,OOD P51. ANYWHERE IN THE WORK SHALL BE DOUBLE OLAZED LOW E HIOHCRAWL5PAGE AREA. ONE VENT OPENING 5HALL ;BE WITHIN 3 FEET OF RgO5.2.1 - ROOF UNDERLAYMENT APPLICATION PERFORMANCE GLAZING WITH A MIN "U"' VALUE OF .54. ALL FROM THE INSIDE WITHOUT THE USE OF KEYS OR TOOLS. EACH CORNER. CLEAR AREA OF GRAWLSPACE5 SHALL BE !8" MINIMUM ROOF 5LOPE5 BETWEEN *7 AND 4 ON 12 TO HAVE 2 LAYERS OF 15# 3 WHERE ARE SUPPORTED ON FILL, THE FILL SHALL BE PROPERLY EXTERIOR DOORS SHALL HAVE INSULATED CORES WITH A MIN "U" 8311.5.1 - STAIRWAY WIDTH FROM SLAB TO UNDERSIDE OF JOIST. FELT UNDERLAYMENT. ROOF SLOPES 4 ON 12 AND GREATER TO HAVE COMPACTEDTED IN LAYERS. VALUE OF .40. STAIRWAYS SHALL NOT BE LESS THAN 36" CLEAR AT ALL POINTS ABOVE I LAYER OF 15# FELT UNDERLAYMENT. 4. INSTALL PRE-MOLDED EXPANSION JOINTS AROUND PERIPHERY OF �. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING THE HANDRAIL HEIGHT. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 8408.3 - CRAWL5PAGE ACCESS 5LAB AND AT ALL COLUMN LOCATIONS. JOINT MATERIAL TO HAVE91 AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST INCHES ON EITHER SIDE OF THE STAIRWAY. ACCESS OPENIN65 THROUGH THE FLOOR SHALL BE A MIN OF IS" X 24". Rg05.2.1.1 - ROOF ICE PROTECTION INSULATION VALUE DF R-5 FOR BUILDING CONSTRUCTION. PROVIDE AN ICE BARRIER CON515TIN6 OF A SELF-ADHERING POLYMER 'd DAMAGE, BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT OPENIN65 THROUGH A PERIMETER WALL SHALL BE A MIN OF 16" X 24". WHEN 5. STEEL REINFORCING BARS SHALL BE IN ACCORDANCE WITH A5TM A615 W R+ ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. ANY PORTION OF THE THROUGH WALL AOCE55 I5 BELOW GRADE AN AREAWAY MODIFIED BITUMEN SHEET FROM EDGE OF SAVE TO A POINT AT LEAST 8311.5.3 - STAIRWAY TREADS AND 815ER5 24" INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. GRADE 60 DEFORMED. '� MAXIMUM RISER HEIGHT SHALL BE 8 1/4 INCHES AND THE MINIMUM TREAD OF NOT LESS THAN 16" X 24" SHALL BE PROVIDED, THE BOTTOM OF THE 10. CONTRACTOR SHALL DISCONNECT, GAP' AND REROUTE ANY EXISTING AREAWAY SHALL BE BELOW THE THRESHOLD OF 'THE ACCESS OPENING. 6. MINIMUM LAP OF #4 REINFORCING BARS SHALL BE 20" AND FOR #5 WATER, SANITARY OR UTILITY LINES IN ,AREA OF NEW FOUNDATIONS DEPTH SHALL BE q INCHES. R1003.cl - CHIMNEY TERMINATION AND SHALL USE HAND EXCAVATION IN AREAS OF SUSPECTED THROUGH WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER A DOOR CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTION REINFORGIN6 BARS 26". UNDERGROUND UTILITIES AND SERVICES. IF ANY LINES ARE BROKEN TO THE RESIDENCE. 'd 8311.5.6 - STAIR HANDRAILS OF A BUILDING WITHIN 10 FEET, BUT SHALL NOT BE LE55 THAN 3 FEET 1. INSTALL "OUR-O-WALL" TRUSS TYPE MASONRY REINFORCING 16" OG � OR DAMAGED, THE CONTRACTOR WILL REPAIR AND REPLACE SAME HANDRAIL SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF. VERTICALLY AND AS PER MANUFACTURER'S SPECIFICATIONS IN ALL obi AT HIS OWN EXPENSE AND ARRANGE FOR PROPER INSPECTION OF 5TAIRWAY WITH TWD OR MORE RISERS. HANDRAILS SHALL BE MOUNTED 8502.2 - HOOD FLOOR FRAMING - DESIGN AND CONSTRUCTION MA50NRY WALLS. � •�+ HIS WORK' BETWEEN 34 AND 38 INCHES ABOVE STAIR TREAD N051N65. ALL LOAD-BEARING FLOORS SHALL BE DESIGNED AND CONSTRUCTED IN 11. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ACCORDANCE WITH AF4PA WFGM 2001. 8. VERTICAL WALL EXPAN51ON JOINTS SHALL BE INSTALLED No MORE Construction ++ THAN 50'-O" OG. JOINTS TO BE "OUR-O-WALL" RAPID CONTROL JOINT ALL LOCAL FIRE DEPARTMENT'S REQUIREMENTS AND REGULATIONS, 8312.1 - GUARDS REQUIRED C o n s t r u c t�o n Notes No. 8. .� PROOF OF WHICH 5HALL BE FURNISHED TO THE FIRE MARSHALL PORGHE5, BALCONIES AND RAISED FLOOR SURFACES LOCATED MORE 8502•'7.1 - BRIDGING cd PRIOR TO THE INSTALLATION OF SUCH MATERIALS AND PRODUCTS. THAN 50 INCHES ABOVE FLOOR OR GRADE SHALL HAVE GUARDS NOT JOISTS EXCEEDING A NOMINAL 2x12 SHALL BE SUPOORTED ro 12. MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES, LE55 THAN 36 INCHES HIGH. SUPPORT RAIL5 FOR GUARDS SHALL BE LATERALLY BY SOLID BLOCKING, DIAGONAL BRIDGING (WOOD OR I• ALL CONCRETE FOOTINGS ARE TO BEAR ON VIRGIN OR UNDISTURBED LIOHTIN6 COURSIN6, DIMENSIONS, HEIGHT, ALIGNMENT, ETC. MOVE SPACED AT A MAXIMUM OF 4„ APART. METAL), OR A CONTINUOUS I x3 STRIP NAILED AOR055 THE (BOTTOM SOIL OF 2,000 POUNDS PER 50. FT. MINIMUM BEARING CAPACITY. AND RELOCATE ANY PARTITIONS, WIRING, PLUMBING AND DUCTWORK OF JOISTS PERPENDICULAR TO JOISTS NOT EXCEEDING 8 O OC. Electrical Notes o THAT MAY BE CONCEALED IN WALLS OR CEILINGS BEING REVISED, 8313.1 - SMOKE ALARMS 2. ALL CONCRETE TO BE MINIMUM OF 3,000 P51 AT 28 DAYS. To PROVIDE A COMPLETE JOB IN ALL RESPECTS. HARD WIRED, INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED RR502.8 - DRILLING AND NOTCHING IN EACH SLEEPING ROOM, OUTSIDE OF EACH SEPARATE SLEEPING AREA NOTCHES IN SOLID JOISTS AND BEAMS SHALL NOT EXCEED I/b MEMBER 3• PROVIDE CONTINUOUS METAL TERMITE 5H{EL05 AND ACO TREATED I. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND 13. PROVIDE ALL BLOCKING AND SUPPORT'S AS REQUIRED FOR FRAMING IN THE IMMEDIATE VICINITY OF THE BEDROOMS, AND ON EACH ADDITIONAL DEPTH, SHALL NOT BE LONGER THAN I/3 OF MEMBER DEPTH, AND SHALL WOOD PLATES ALONG PERIMETER WALLS. CONTRACTOR TO ENSURE REGULATIONS OF THE RESIDENTIAL GODS OF NEW YORK STATE AND OF NEW AND EXISTING AREAS. INSTALL AND REMOVE ( AFTER HABITABLE STORY OF THE DWELLING PER UL 21"/ AND NFPA 12. NOT BE LOCATED IN THE MIDDLE 1/3 OF THE SPAIN. NOTCHES AT THE ENDS SCREENS TO ADEQUATELY SUSTAINN ALLALL LOADS AND PROTECT MINIMUM OF 8" BETWEEN GRADE AND WOOD SILL. ALL OTHER STATE AND LOCAL GORES AND R1=QUIREMENTS. COMPLETION ) ALL TEMPORARY SUPPORTS , AND DUST OF THE MEMBER SHALL NOT EXCEED 1/4 THE MEMBER DEPTH. THE 4. ALL LUMBER TO BE DOUGLAS FIR LARCH NO. 2 OR EQUAL, 2. THE CONTRACTOR IS TO PROVIDE AN ELECTRICAL INSPECTION AND AN L EXISTING WORK FROM DAMAGES OF ANY KIND, INCLUDING DUST. 8313.4 - CARBON MONOXIDE ALARMS DIAMETER OF HOLES BORED INTO MEMBERS SHALL NOT EXCEED 1/3 OF WITH A MINIMUM FIBER 5TRF-55 OF q00 P51 AND A MODULUS OF UNDERWRITERS CERTIFICATE TO THE OWNER UPON COMPLETION OF THE CARBON MONOXIDE ALARMS SHALL BE INSTALLED: MEMBER DEPTH, SHALL NOT BE CLOSER THAN 2 ELASTICITY OF 1,600,000, UNLESS OTHERWISE NOTED. WORK.TO TOP OR BOTTOM OF 14. FLASH, CAULK AND SEAL ALL JUNCTIONS OF NEW AND EXISTING MEMBER, OR TO ANY OTHER HOLE IN THE MEMBER. 5. ALL ENGINEERED STRUCTURAL WOOD MEMBERS, INCLUDING ENGINEERED 3. ALL SMOKE DETECTORS AND OTHER LIFE SAFETY DEVICES TO BE o ROOFS, WALLS AND PENETRATIONS, TO FORM A WATER TIGHT I. WITHIN EACH DWELLING UNIT ON ANY STORY HAVING A 5LEEPIN6 AREA ASSEMBLY. ALL FLASHING TO BE 16 OUNCE AND EXTEND AT LEAST 2" ABOVE INTERSECTINOSURFACE5. . ON ANY STORY OF A DWELLING UNIT WHERE FUEL-FIRED APPLIANCES AND 8502.12 - DRAFTSTOPPING REQUIRED JOISTS AND BEAMSOR APPROVED , TO BE A5 MANUFACTURED BY TRU55 JOIST MacMILLAN SUPPLIED AND INSTALLED PER GORE. =+_ •C- U')8 , AND INSTALLED AS PER MANUFACTURER'S SPECS. v EQUIPMENT, 5OLID-FUEL BURNING APPLIANCES AND EQUIPMENT, FIREPLACES WHERE A FLOOR OR CEILING ASSEMBLY IS ENCLOSED BY A FLOOR 4. C.F.I. CIRCUITS AND OUTLETS TO BE PROVIDED IN ALL BATHROOMS, r .- 15. ALL ELECTRIC WORK SHALL CONFORM TO RULES AND REGULATIONS OR ATTACHED GARAGES ARE LOCATED. MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW DRAFTSTOPPIN6 b. ALL DIMENSIONS ARE TO FACE OF 6YP5UM BOARD FOR STUD WALLS, KITCHEN, GARAGE, AND AS REQUIRED BY CODE. Q Q OF THE RESIDENTIAL CODE OF NYS AND THE APPROVED ELECTRICAL SHALL BE INSTALLED 50 THE CONGEALED 51PAOE DOES NOT EXCEED OR FACE OF MA50NRY FOR MASONRY WALLS, UNLE55 OTHERWISE NOTED. INSPECTOR. THE FINAL UL CERTIFICATE OF APPROVAL MUST BE PROVIDE ADDITIONAL ALARMS AS REQUIRED TO ENSURE ALL SLEEPING AREAS I,000 5F. DRAFTSTOPPING SHALL DIVIDE TIRE SPADE INTO EQUAL 5. MINIMUM 150 AMP ELECTRIC SERVICE TO BE PROVIDED AND SHALL BE v _0 -v PRESENTED TO THE OWNER PRIOR TO FINAL PAYMENT. ARE WITHIN 15' OF A GO DETECTOR. ALL ALARMSSHALL BE INTERCONNECTED PARTS. DRAFTSTOPPING 5HALL BE PROVIDEDG UNDER THE FOLLOWIN1 DOUBLE ALL BEAMS OR JOISTS UNDER 12 AROB(5), HEAVY INCREASED A5 REQUIRED IN ORDER TO HANDLE THE IMPOSED = o O APPLIANCES PARALLEL PARTITIONS AND AROUND ALL OPENINGS IN ELECTRIC LOAD AT PEAK DEMAND. ° J:: a; Z 16. THE ENTIRE PREMISES, INSIDE AND OUT, SHALL BE GLEANED OF ALL TO ACTIVATE ALL ALARMS WHEN ONE 15 ACTIVATED ANDSHALL BE PROVIDED CIRCUMSTANCES: (1) CFLOOR, GEILINC�, AND ROOF, UNLESS OTHERWISE NOTED.CEILING 15 SUSPENDED UNDER FLOOR FRAMING ' 0 uI ._. DEBRIS AND EXCESS MATERIALS, TO THE SATISFACTION OF THE WITH BATTERY BACK-UP TO COMPLY WITH UL 2034. (2) FLOOR FRAMING 15 CONSTRUCTED OF TR.U55-TYPE OPEN-WEB OR OWNER INCLUDING LABELS AND PROTECTIVE COATIN05 ON ALL PERFORATED MEMBERS. 8. PROVIDE METAL SUPPORT HANOER5 AT ALL FLUSH FRAMED FLOOR .0 W 0 MATERIALS. 8315.1 - FLAME SPREAD FOR WALL AND CEILING FINISHES AND CEILING JOISTS, ROOF RAFTERS, HEADERS AND BEAMS. © 0 WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD R602 - WOOD WALL FRAMING Plumbing Notes -� •-.- � :3 Il. REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A CLASSIFICATION OF NOT GREATER THAN 200. ALL WOOD WALL FRAMING SHALL BE DESIGNED AND CONSTRUCTED IN 01. PROVIDE METAL STRAP TIES AND CLIPS AT ALL CONNECTIONS IN 000 � WAIVER OF LIENS, 516NED BY ALL 50-GONTRAGTOR5 AND MATERIAL ACCORDANCE WITH AF4PA WFCM 2001. ACCORDANCE WITH AFPA WFGM-2001. SUPPLIERS, IN ADDITION TO THE GENERAL CONTRACTOR. 8316.1 - INSULATION I. ALL PLUMBING WORK TO BE IN ACCORDANCE WITH THE RULES AND + �0 � �INCLUDING FACINGS SUCH AS VAPOR RETARDERS 8602.3.1 - 5TUD SIZE AND SPADING 10. MINIMUM (2 ') 2 X 12 HEADERS OVER ALL OPENIN65 UNLESS OTHERWISE REGULATIONS OF THE RESIDENTIAL GORE OF NEW YORK STATE 18. PERMIT FEES FOR ANY AND ALL GOVE:RNIN6 AGENCIES ARE THE INSULATION MATERIALS ' � OWNER`S RESPONSIBILITY. THE ARCHITECTS TAKE NO RE5PON5151LITY OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING ALL 5TUD5 SUPPORTING I FLOOR AND A ROOF TO BE 2 X 4 5TUD5 16" OG. NOTED. AND ALL OTHER STATE AND LOCAL CODES AND REQUIREMENTS. o FOR DELAYS OF GOVERNMENT ACENCIE5. ASSEMBLIES, ROOF-CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES ALL 5TUD5 SUPPORTING 2 FLOORS AND A ROOF TO BE 2 X 6 5TUD5 16" OG. II. ALL STUD FRAMING HAVING AN UNSUPPORTED HEIGHT OF MORE THAN 2. ALL PLUMBING FIXTURES AND HARDWARE TO BE AMERICAN STANDARD 0 b AND ATTICS SHALL HAVE A FLAME-SPREAD INDEX NOT TO EXCEED 25 OR APPROVED EQUAL. Iq. CONTRACTOR SHALL MAKE NO SUBSTITUTIONS OR DEVIATIONS 10 FEET ARE TO HAVE STUD BRIDGING OR OTHERWISE BE BRACED IN ro ect no. WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 8602.3.2 - TOP PLATE AN APPROVED MANNER AT INTERVALS NOT EXCEEDING 8 FEET. P FROM THESE CONSTRUCTION DRAWINC-�5 WITHOUT SPECIFIC yip-{EN TESTED IN ACCORDANCE WITH ASTM E84. WOOD STUD WALLS SHALL BE GAPPED WITH A DOUBLE TOP PLATE 3. ALL PLUMBING SUPPLY PIPING TO BE A MIN. OF I/2" COPPER MAINS. APPROVAL FROM THE ARCHITECTS PRIOR TO START OF WORK. INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND INTER5EGTION5 12. ALL STUD BEARING WALLS TO HAVE STUD BRIDGING AT MID-HEIGHT. 4. ALL MAIN PLUMBING VENT AND WASTE LINES TO BE A MIN. 4" IN DIA. 150462 ANY CHANOE5 MADE BY THE CONTRACTOR (STRUCTURAL R31q.1 - PROTECTION AGAINST DECAY WITH BEARING PARTITIONS. END JOINTS SHALL BE OFFSET AT LEAST 24" AND TO BE CONNECTED TO AN APPROVED SANITARY SYSTEM. MEMBERS, WINDOW CHANGES, ETC) RESULTING IN CODE AREAS SUBJECT TO DECAY DAMAGE REQUIRE THE USE OF AN APPROVED TOP PLATE TO HAVE WIDTH EQUAL TO STUD WIDl'H. 13. ALL FIRE5TOPPIN6 AND BLOCKING TO BE INSTALLED A5 PER NYS CODE. project date VIOLATIONS OR CAUSING THE FAILURE OF ANY BUILDING SPECIES AND GRADE OF LUMBER, PRESSURE PRE5ERVATIVELY TREATED 14. USE WATERPROOF MEMBRANE FLASHING AROUND ALL OUTSIDE DOORS 5• ALL GLEANOUT5 TO BE LOCATED AS PER NY5 CODE. 3/I� DEPARTMENT INSPECTION WILL RESULT IN THE CONTRACTOR IN ACCORDANCE WITH AWPA UI. THESE AREAS INCLUDE ALL WOOD SILLS OR 8602.6 - DRILLING AND NOTCHING - STUD5 AND WINDOW5. REPLACING THE COMPLETED NON-GOI�iPLIANT WORK TO MEET PLATES THAT REST ON CONCRETE, SILLS AND SLEEPERS ON A CONCRETE ANY EXTERIOR OR BEARING STUD MAY NOT BE CUT OR NOTCHED TO A 6. IF APPLICABLE, MIN. 40 GALLON HOT WATER HEATER TO BE INSTALLED THE REQUIRED SPECIFICATIONS AT CONTRACTOR'S COST. SLAB, ENDS OF WOOD GIRDER5 ENTERING EXTERIOR FOUNDATION WALLS. DEPTH GREATER THAN 25% OF IT'S WIDTH. (NONBEARING STUDS 40% 15• FLA5HIN6 TO BE PROVIDED AT ALL ROOF PENETRATIONS, PIPES, A5 PER NYS CODE. scale ARCHITECTS WILL NOT BE RESPONSIBLE FOR CONTRACTOR ALL WOOD IN CONTACT WITH THE GROUND SHALL BE PRESSURE TREATED. WIDTH MAX). ANY STUD MAYBE BE BORED OR DRILLED PROVIDINO THE VENTS, SKYLIGHTS, CHIMNEYS, ROOF VENTILATORS, HIPS, RIDGES, -7• HEATING SYSTEM TO BE OIL OR GAS FIRED PERIMETER BASE BOARD DIAMETER IS NO GREATER THAN 40 DEVIATIONS FROM THE APPROVED PLANS. 90 OF STUD WIIDTH, AND THE EDGE 15 VALLEYS, CHANCES OF ROOF SLOPE, AND GABLE ENDS. HOT WATER SIZED AND INSTALLED AS TO MAINTAIN A MIN. 100 F NONE R320.1 - SUBTERRANEAN TERMITE CONTROL NO CLOSER THAN 5/8" TO THE EDGE OF THE STUD, AND 15 NOT LOCATED Ib. ALL GYP. BD. WALLS AND GEILIN65 TO BE TAPED, 5PACKLED 3 TEMPERATURE AT THE BUILDING INTERIOR YVHEN THE TEMPERATURE AT drawn b 20. UNLE55 SUPERCEDED BY A SEPARATE CONSTRUCTION ALL SILLS AT FOUNDATIONS TO BE PRE55URE PRE5ERVATIVELY IN THE SAME SECTION AS A GUT OR NOTCH. GOATS, AND SANDED READY FOR PAINT. THE BUILDING EXTERIOR 15 AT D F WITH 15 M.P.H. WIND. y U ADMINISTRATION AGREEMENT BETWEEN THE OWNER AND THE TREATED WOOD IN ACCORDANCE WITH AWPA STANDARDS. ARCHITECT, THE INFORMATION SHOWN ON THESE DRAWIN65 IN ADDITION, PROVIDE METAL OR PLASTIC, TERMITE SHIELDS 8602.6.1 - DRILLIN6, AND NOTCHING - TOP PLATE: Il. WATERPROOF GYP. BD. TO BE PROVIDED AROUND TUB AND ON NET 8. SIZES AND TYPES OF APPARATUS, EQUIPMENT, AND SYSTEM CONTROLS OL n CONSTITUTES THE EXTENT OF ARCHITECTURAL SERVICES AT ENTIRE PERIMETER OF SILL. WALL IN ALL BATHROOMS. WILL COMPLY WITH RESIDENTIAL CODE OF NEW YORK STATE CD RENDERED TO THE CLIENT. THE AROHITEGT HAS NO FURTHER WHEN GUTTING 08 NOTCHING OF THE TOP PLATE BY MORE THAN 5090 OF AND THE ENERGY CONSERVATION CONSTRUCTION CODE OF NY5. checked by CONTRACTUAL OBLIGATION TO THE CLIENT BEYOND THE 8401.4.1 - GEOTECHNICAL EVALUATION ITS WIDTH 15 REQUIRED PROVIDE A GALVANIZED METAL TIE OF NOT LE55 15. ALL BATHROOMS ARE TO BE PROVIDED WITH SUFFICIENT SOAP D15HE5 PREPARATION OF CONSTRUCTION DRAWIN65 REQUIRED TO THAN 0.054" THICK X 1 1/2" WIDE FASTENED ACRO55 AND TO THE TOP TOILET PAPER DISPENSERS, AND TOWEL AND CURTAIN RODS. Q OBTAIN A BUILDING PERMIT IN ACCORDANCE WITH ALL UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL FOOTINGS SHALL BEAR PLAN AT EACH SIDE OF THE OPENING WITH (4) 16d NAILS EACH 51DE MIN. �/ A IT APPLICABLE CODES. !N ALL CASES, THE ARCHITECT ON SOLID, UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF la. BATHROOMS WITHOUT NATURAL VENTILATION TO HAVE AN ELECTRIC HVAC Notes seal 2000 POUNDS PER SQUARE FOOT. EXHAUST FAN (50 GFM MINIMUM) CONNECTED TO LIGHT SWITCH AND s DISCLAIMS ANY AND ALL RESPONSIBILITY IF THE BUILDING IS 8602.8 - FIREBLOCKIN6 REQUIRED '%" FIREBLOCKIN6 SHALL BE PROVIDED TO GUT OFF ALL CONGEALED DRAFT DUCTED TO THE EXTERIOR. '` �� •� � CONSTRUCTED WITH DIMENSIONS SIZES OR MATERIALS THAT �.��=w•--• ,,. 84D3.t.4 - MINIMUM FOOTING DEPTH (' v DEVIATE FROM THESE DRAWIN65. ALL EXTERIOR FOOTINGS AND FOUNDATION SYSTEMS SHALL EXTEND OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE 20.CARPENTER SHALL PROVIDE RECESS FOR MEDICINE CABINETS IN i. ALL HVAC WORK TO BE IN ACCORDANCE WITH THE RULES AND J BELOW THE FR05T LINE TO A MINIMUM OF 3'-0" BELOW GRADE. FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY AND THE BATHROOMS. REGULATIONS OF THE RESIDENTIAL GORE OF NEW YORK STATE, AND o - , . ROOF STAGE. ALL LOCAL CODES AND APPLICABLE ASHRAE # SMAGNA STANDARDS. : ,. s A j 21. CARPENTER SHALL PROVIDE (1) 1" x 12" SHELF AND POLE IN EACH 'R 8403.1.6 - FOUNDATION ANCHORAGE CLOSET, AND (5) 1" x IS" SHELVES IN EACH PANTRY AND LINEN CLOSET. 2• THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF THE C1, 8606.1 - GENERAL MASONRY CONSTRUCTION HVAC SYSTEM AND ALL DUCTWORK, BA5ED ON THE CODES ABOVE. o ALL WOOD SILL PLATES TO BE AGO LUMBER, TREATED AGAIN5T DECAY.''' AS PER 31x.1. WOOD SILL PLATES SHALL BE ANCHORED TO THE FOUNDATION MASONRY CONSTRUCTION SHALL BE DE5IGNED RIND CONSTRUCTED IN 22. ALL WINDOW DESIGNATIONS ARE FOR ANDERSEN HIGH PERFORMANCE `�'� 7 , r ..�4 WITH 1/2" MIN ANCHOR BOLTS SPACED AS PER TABLES 3.2A, 3.28 AND 3.2C ACCORDANCE WITH THE PROV1514N5 OF THE RE5,IDENTIAL CODE AND WITH 400 SERIES GLAZING. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EVALUATING THE EXI5T ' ;,, � RA CIL THE PROVISIONS OF ACI 530/ASCE 5/TMS 402. HVAC SYSTEM, IF APPLICABLE, AND DETERMINING IF THE EX15T SYSTEM u- _ ON DRAWING A.3. A MINIMUM OF ONE ANCHOR BOLT SHALL BE PROVIDED 23. GC TO INSTALL HARD WIRED SMOKE DETECTORS AND OTHER LIFE 15 SUFFICIENT TO HANDLE ANY ADDITIONAL HEATING/COOLING LOADS, Charles Zeinbo, WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR BOLTS 8802 - W00D ROOF FRAMING SAFETY EQUIPMENT TO MEET ALL APPLICABLE CODES. AND SHALL RECOMMEND UPORADE5 TO THE SYSTEM AS REQUIRED. drawing number SHALL HAVE A MINIMUM EMBEDMENT OF 1 IN CONCRETE FOUNDATIONS b AND 15" IN CONCRETE BLOCK FOUNDATIONS (GROUTED SOLID). ALL WOOD ROOF FRAMING 5HALL BE DESIGNED ,AND CONSTRUCTED IN 24. GC TO INSTALL ALUM GUTTERS AND LEADERS IN LOCATIONS SPECIFIED 4. CONTRACTOR SHALL COORDINATE ALL DUCTWORK AND SOFFIT ACCORDANCE WITH AF4PA WFGM 2001. BY OWNER - COLOR A5 PER OWNER LOCATIONS WITH THE OWNERS AND ARCHITECTS PRIOR TO FABRICATION � 8404.1.1 - BACKFILL PLACEMENT AND INSTALLATION. CL BACKFILL SHALL NOT BE PLACED AGAINST FOUNDATION WALLS UNTIL THE A. WALL HAS BEEN BRACED BY THE INSTALLATION OF THE FLOOR SYSTEM, AND THE CONCRETE HAS DEVELOPED SUFFICIENT 5TRENGTH. Table 3.1 Nailing Schedule Table 3.4A Rafter and/or Coiling Joist to Top Plate Lateral and Shear Connection Table 3.6A Ridge Tension Strap Connection Requirements for Wind - Exposure B Requirements - Exposure B Table 3.9A Rafter/Coiling Joist Heel Joint Connection Requirements Number of Numberof e 3.9) 4) (Prescriptive Alternative to Table 3.6) (Prescriptive Alternative to Table Joint Description caurrion Nails Box Nails F Nail Spacing (Prescriptive Alternative to Table 3. architecture y ".goo F Dead Load Assumptions: Roof Assembly DL=10 psf Dead Load Assumptitius,Roof Assour DL-10 psf 410 W Montauk Hwy, Suite 2 Rafter to Top Plate foe-nailed (see Table 3.4A) (see'rable 3AA) per rafter cc SecondGust it pee (mph 35 90 100 130 140 150 Three Second Gust Wind Speed(mph} 85 1 90 --J too 110 - 120 Lindenhurst, NY 11757 Ceiling Joist to Top Plate (Toe-nailed) (see Table 3.4A) (set:Table 3.4A) per joist I I I I I _ 1 130 1 140 1 15o Roof Live Load Ground Snow Load phone 631.225-8705 Ceiling Joist to Parallel Rafter (Face-nailed) (see"fable 3.9A) (see'fabh:19A) each lap Rafter/Ceiling Joist Wall Number of Ed Common Nails or 10d Box Nails(Toe-nailed) Rourpitdi Roof Span Nurnber of 8d Common Nails or 10d Box Nails in each end of 1-1/4"Strap,.2j,4�,.m 20 psf 30 psf 70 PSI` Coding Joist Ups over Partitions (Fare-nailed) (see Tublo 3.9A) (sceTublu 3.9A) each lap a,3.4 (ft.) - I TO fax 631.225-8707 Collar Tic to Railer (Face-nailed) (see Table 3.6A) (see Table 3.6A) per tic Spacing(ill.) Height(ft.) Required in Each Railer and/or Ceiling Joist to Top Plate Connection' 12 1 1 2 2 2 3 3 4 Roof Span(ft.) spacesarchitects@aol.com 12 =24 24_ 36 L:24L 36 Blocking to Railer(Tut nailed) 2-8d 2-1 Od each end 8 2 2 2 2 3 3 3 3 16 1 2 2 2 3 4 4 5 L www.spacesarchitects.com Rim Board to Raker(End-mailed) 2-16d 3-16d each end 12 20 2 2 2 3 4 4 5 6 Rafter Slope Rafter Spacing 10 2 2 2 3 3 3 3 3:12 24 2 2 3 3 4 5 6 7 • Required Number of I Olt Common or 40d Box Nails per Heel joint Connection', 4- 6 16 8 2 2 3 3 4 4 4 Top Plate to Top Plate (Face-nailed) 2-16d' 2-16d' perfect 28 2 2 3 4 5 6 7 12 4 7 10 4 8 12 �6---- it - 10 2 2 3 3 4 4 4 15 22 Top Plates at Intersections (Face-nailed) 4-16d 5-16d joints-each side 3 3 3 4 4 5 5 5 5 32 2 3 3 4 5 7 8 9 3:12 16 5 9 13 5 10 15 8 Is 22 10 20 29 Stud to Stud Face-nailed) 2-16d 2-16d 24"o.c. 24 36 1 2 3 4 5 6 7 9 1912 (5 11 16 6 12 IN 9 18 27 12 Header to Header(Face-nailed) 16d l6d 16"o.c,along edges 10 3 3 4 4 5 5 5 6 12 1 1 1 2 2 2 3 3 24 35 1 Prescriptive limits are based oil assumptions in'ruble 3.4. 24 7 13 19 8 15 23 11 22 33 is 29 44 -nailed) (see Table 3.5A) (see Table 3.5A) per 2 Tabulated connection requirements assume Ii building located in Exposure B. 20 1 2 2 2 3 4 4 5 12 3 5 8 3 6 9 5 9 13 6 11 17 Top or Bottom Plate to Stud (End 16 1 1 2 2 2 3 3 4 • Bottom Plate to Floor joist,Bandjoist.Endjoist or 2-16d'- 2-16d"' per foot 3 When cuilingjuisLs UC illstullod parallel to f aftclS,(tic bUll,of die!tie- ill the rafter and ceiling joist slijil equal of exceed the 4:12 24 2 2 2 3 3 1 5 6 4:12 16 4 7 10 4 8 12 6 11 17 8 15 22 Blocking (Face-nailed)I tabulated number of aaiI5 required. 28 2 2 3 3 4 5 6 7 19.2 4 8 12 5 9 14 7 14 20 9 18 27 4 To avoid splitting,no more than 2 toe-nails shall be installed in each side of a rafter or ceiling joist when fastened to a2x4 top 32 2 2 3 4 4 5 6 24 5 10 15 6 plate or 3 toe-nails in each side when fastened to a 2x6 toe plate. 7 12 17 9 17 25 11 22 33 Joist to Sill,Top Plate or Girder (Tile-nailed) 4-Ed 4-10d per joist 36 2 2 3 4 5 6 7 a 12 3 4 6 3 5 7 4 7 10 5 9 14 Bridging to Joist (fou-nalled) 2-dd 2-lUd each end 12 1 1 1 1 2 2 2 3 5:12 16 3 6 8 3 6 9 5 9 14 6 12 18 Blocking to Joist(Toe-nailed) 2-Ed 2-1 Oil each end 16 1 1 1 2 2 2 3 3 19-2 4 7 to 4 8 11 6 11 16 7 14 21 Bloc-king to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block Table 3.46 Uplift Strap Connection Requirements - Exposure 8 20 1 1 2 2 2 3 3 4 24 4 8 12 5 9 14 7 14 20 9 18 27 Ledger Strip to Beam(Face-nailed) 3-16d 4-16d eaclijoist (Roof-to-Wall, Wail-to-Wall, and Wall-to-Foundation) 5-12 24 1 2 • 2 2 3 3 4 5 - Joist on Ledger to Beata(Toc-nailed) 3-Ed 3-10d perjoist 12 3 3 5 4 5 3 5 8 4 7 to Baud Joist to Joist(End-nuiltal) 3-16d 4-16d perjvi,%t (Prescriptive Alternative to Table 3.4) 28 1 2 2 3 3 4 5 5 16 3 4 6 3 5 7 4 7 10 5 9 13 Baud Joist to Sill or Top Plate(Toe-nailcd) 2-16d' 3-16d per foot ------ -------------------------- 32 2 2 2 3 4 4 5 6 7:12 19.2 3 5 7 3 6 8 't 36 2 2 3 8 12 5 10 15 ROOF SHEATILIN(i 3 4 1 5 6 1 7 24 3 6 7 10 Structural Panels Ed lod Dead Load Assumptions:Roof/Ceiling Assembly DL IS psf 12 1 1 1 1 2 2 2 2 -9 4 5 I_0 1 15 7 13 19 Diagonal Board Sheathing (see Table 3.10) Three Second Gust Wind 16 1 1 1 2 2 2 3 3 12 3 3 4 3 3 4 3 1 6 3 5 8 I"x6"or I"x8` 2-8d 2-10d per support Speed Li 85 90 100 130 140 150 20 2 2 2 3 3 4 9.12 16 3 3 5 3 4 5 3 5 8 4 7 10 I"x10"or wider 3-8d 3-10d per support nph I I I - W 6:12 24 1 It 2 2 3 3 4 4 19.2 3 4 6 3 4 6 3 6 9 4 8 12 THESE DRAWINGS AND ASSOCIATED Frarning Spacing(in) Roof Span Number of 8d Common Nails or 10d Box Nails 28 1 2 2 2 3 4 4 5 24 3 5 7 11 8 11 5 10 15 COPYRIGHTS ARE AND SHALL REMAIN 3 5 in Each End of 1-1/4"x 20 gage StrapIAM 32 2 2 2 3 3 4 5 5 12 3 3 3 3 3THE PROPERTY OF TBE ARCHITECT. Gypsum Wallboard Sit coolers Sit coolers 7"edge I D"field 36 7 2 1 2 3 3 3 5 3 4 6 ALL DRAWINGS & WRITTEN HAT ERIAL 12 1 1 1 2 2 2 3 3 3 4 4 5 6 16 3 3 4 3 3 4 3 4 6 3 5 a APPEARING HEREIN CONSTITUTE THE WALL SHENTHING. 12 1 1 1 2 2 2 12:12 ORIGINAL & UNPUBLISHED WORK OF 16 1 1 1 2 2 3 3 3 16 1 1 1 2 2 2 2 3 19.2 3 3 4 3 3 5 3 5 7 3 6 9 THE ARCHITECT & MAY NOT BE RE- Structural Pallets ad lod (see Table 3.11) 20 1 1 2 2 2 3 3 4 24 3 4 PRODUCED, DUPLICATED, USED OR Fiberboard Panels 20 1 1 2 2 2 3 3 3 5 3 4 6 1 3 1 6 9 4 - 8 it DISCLOSED WITHOUT THE WRITTEN 7/16" 6d, 3"edge J 6"veld 12 24 1 1 2 2 3 3 4 4 7:12-12:12 24 1 1 2 2 2 3 3 4 1 Nailing requiter shall permitted to be reduced 25%if nails are clinched. CONSENT OF THE ARCHITECT. 3 Heel joint cuilacutitais me not ivqtihcd when Ulu ridge is suppiurtud by a kludlicaring wall,header or ridg beamdesigned to ru t applied2015 SPACES 25132' 8d' 3"edge!6"field 28 1 1 2 2 3 4 4 5 28 1 2 2 2 3 3 4 4 loads. 0 be nAS the Gypsulm Wallboard 5d coolers 5d coolers 7"edge/10"field 32 1 .1 2 3 3 4 5 5 32 2 2 2 3 3 4 4 5 3 When intermediate support of die rafter is provided by vertical struts or purlins I lardboard Ed Ed (see Table 3.11) 36 I_ 2 2 3 1 3 4 1 36 3 1 4 1 in wall,the tabulated heel joint connection Particleboard Panels Hit Ed 1 1 -1 1 5 1 6 requirements shaill be permitted to be reduced propof tionally to the reduction ill Span. (see manufacturer) 12 1 1 2 2 2 3 3 4 Tabulated connection requirements shall be permitted to be multiplied by 0.70 for Framing not located within 8 feet of building 4 Equivalent connections are required for ceiling joist to ceiling joist lap splices. 16 1 1 2 2 3 3 4 4 comers Diagonal Board Sheathing 2 Tabulated ridge counection loads assume a building located in Exposure B. Tabulated heel joint connection requirements do not include the additional weight of the ceiling assembly. 1",0"or I'x8" 2-8d 2-10d per support 20 1 1 2 2 3 4 4 5 J Tabulated connection requirements are hued on total uplift minus 0.6 of the roofassezably dead load(0.6 x 10 psi). Tabulated heel joint connection requirements assume ceiling joists or rafter ties are located at the bottom of the attic space. When ceiling joists I 11x 10"or wider 3-8d 3-1 Oil per support 16 24 1 2 2 3 3 4 5 6 4 Tabulatod connection requirements are basad en a 12 inch ridge strop spacing,for different ridge strap spacing,multiply the or tailor des are located higher in the attic space,no attic storage is assumed,and die tabulated heel joint connection requirements shall be 28 1 2 2 3 4 5 5 6 tabulated values by the appropriate multiplier below: increased by die following factors: �FLQVR SHEA IN Sunctural Panels 32 1 2 2 3 4 5 6 7 Ridge Connection Spacing(in.) 1 12 16 1 19.. 48 Ceiling Height/Roof Ridge [feel Joint Connection I"or less Hit 10d 6'edge/12"field 36 1 2 2 3 4 6 7 1 8 Nfultiplicr JA 4.00 Height(Hc/HR) Adjustment Factors 3 When the tabulated number of nails required in each end of the strap is equal to I-and the fi-aming is attached in accordance with greater that P 10d 16d 6"edge!6"field 12 1 1 2 2 3 3 4 4 1 Diagonal Board Sheathing 2.10d I Table 3.1,the ridge strap and additional nailing is lot required. 1/2 2 0 .X&,or I"Xli" 2-3d 16 1 2 2 3 4 4 5 0 I per 6 When a collar do is used in lion of a ritigostrap,the number of 10d common nails required in each cial of die collar tit:need not T 1/3 L5 I 11x 10"or wider 3.8d 3-10d per support 20 1 2 2 3 4 4 5 6 :0 exceed the tabulated number of Od to nnnion nails in a steel strap,or the number of 12d box nails in each end of die collar do 1 1/4 1.33 go .124 -center at the panel edge.If wall sheathing is nailed 3 inches on-center at the 19.2 24 1 2 2 3 4 5 6 7 need not exceed the tabulated number of 10d box nails in a steel strap. 1/5 1.25 $4 Nailing requirements are based oil wall Sheathing nailed 6 filches on 14 7 1-1/4"20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. 4) panel edge to obtain higher shear capacities,nailing requirements!fur structural members shall be doubled.or alternate connectors,such as shear 28 2 2 3 3 4 5 6 8 plates,shall be used to maintain the load path. 1/6 1.2 114 W 32 2 2 3 4 5 6 7 8 Q When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to W reduced to 1-1 6d nail per foot. 1110 1.11 Corrosion irsistant 11 gugc wofing nails and 16 gage staples arc pciruilttal,check IBC for additional requirements. 36 2 2 3 4 5 7 8 9 Note:Lateral deflection of die railer below flit:rafter ties may exceed 3/4 inch when rafter ties are located above ono-tbird 12 1 2 2 3 3 4 5 5 Table 3.110 Roof Sheathing Attachment Requirements for Wind Loads - of the ridge height,MR,or when He is greater than 2 feet and may require additional consideration. 4) 16 1 2 2 3 4 5 5 6 Exposure B 0 20 2 2 3 3 4 5 6 7 M M Table 3.2A 5/8" Anchor Bolts - Sill Plate to Foundation Connections Resisting 24 24 2 2 3 4 5 6 7 8 rq Shear Loads from Wind - Exposure 0 28 2 2 3 4 5 7 8 Three Second Gust 5 90 130 CUT PLATE TIED WITH STAGGER JOINTS 24 IN. OR 32 2 2 3 5 6 7 9 Wind Speed(mph) SINGLE OR DOUBLE USE SPLICE PLATEG- TOP PLATE 16 GAGE STEEL STRAP (Prescriptive Alternative to Table 3.2) 36 2 3 4 5 6 8 - SEE SECTION R602.5.1. SEE SECTION F1602.3.2 STRUCITRAL SIIE_VfJl1NG 4J Prescriptive limits are based oil u6swuptions inTablo 3A. Three Second Gust Wind Speed(mph) 90-- -001 1 150 Z Tabulated uplift connection requirements assume a building located fit Exposure 8, Sheathing Location' RafterrrrUS3 Spacing E T F F F E I F I F I F Foundation Building Dimension 518"Anchor Bolts 3 Tabulated uplift contiectiou requirements assturic a roof and ceiling assembly dead load of 9 psf(U.60 x 15 psf=9 psi). If a (inches,a c.) Nfaximual Nail Spacing for Ed Common Nails or lod Box Nails(inches,G.c)5 Supporting Perpendicular to Number of Bolts Required in Shea 12 6 2 6 12 6- U 6 12 6 12 6 2 6 12 6 12 Sheanvall Line(it.) rwall Linel-1.3 ceiling assembly is not present or if the ceiling assembly is not connected to the roof assembly,the tabulated number of nails shall be increased by I nail at each end of the,strap. FIREBLOCK AROUND'' 19.2 6 12 6 12 2 4 16 6 112 6 12 6 12 6 1 12 1 2 2 2 2 3 3 Minimum ASTM A653 Grade 33 steel strop. Interior 12 6 12 6 12 6 12 6 12 PIPE 16 2 2 2 2 3 3 3 4 6 12 6 12 6 12 6 12 6 12 6 12 24 6 122 HEADER-- 20 2 2 2 3 3 4 4 5 12 6 12 6 12 6 12 6 12 6 12 6 12 6 SEE TABLES F1502.5(l) 24 2 2 3 3 4 4 5 5 12 6 12 6 11 6 12 6 12' 6 12' 6 12' 6 6 6 6 JACK STUDS OR AND R502.5(2) 28 2 3 3 4 4 3 5 6 Table 3-GA Top and Bottom Plate to StUd Lateral Connections for Wind Loads Perimeter Edge Zone 16 6 12 6 12 6 12, 6 12' 6 6 6 6 63 63 63 6i TRIMMERS I Story 32 3 3 3 4 5 5 6 7 Exposure 8 19.2 6 12' 6 12' 6 12' 6 6 6 6 6' 6' 6' 6' 4' 44 36 3 3 4 4 5 6 7 8 24 6 12' 6 12' 6 6 6' 6' 6' 6' 6' 6' 11 44 4 4 4 4 WALL sTUDS--: D 40 3 3 4 (Prescriptive Alternative to Table 3.5) - -T6T-6T- SEE SECTION R602.3 Lookout Block 1 -6) 6' 4 1 4 44 , I - I - I - 5 6 7 7 9 Gable Endwall Rake or Rake Truss w/L e V) SO 4 4 5 6 7 8 9 11 - Gable Endwall Rake or-Ralto Truss w/o Rake 0 6 6 6 1 6 6 r 643 6' 6' 6' 6' 6' 60 -4 5 6 7 8 10 11 13 Three Second Gust Wind Speed(mph) 85 90 too 110 120 130 140 150 >_ 70 5 6 7 8 9 11 1 1 1 1 C3 80 6 6 a 9 11 13 13 Is - -,r- I ( no neetion BOARD SHEATHING Z 14 17 IQ Cot us per-StuTt Stud Spacing(in.) Wall f[eight(it.) .43 Sheathing Size Rafterfrruss Spacing Minimum Number of Sit Colmnou Nails SOLID BLOCKING 4-0 20 3 3 3 4 5 5 6 7 - (pid - (inches,O.C.) or I Oil box Nails Per Support BOTTOM LO 24 3 3 4 5 5 6 7 8 8 2 2 2 2 2 2 2 2 PLATE (1)t1e) 0 28 3 4 4 5 6 7 8 9 Ix6 or 1x8 Shcadiing 12-19.2 2 J_21 ___2 2 1 A I I > 10 2 2 2 2 2 2 2 2 FLOOR JOISTS (1) (D 32 4 4 5 6 7 8 9 11 lx10orLargcrSIhea 12-19.2 3 3 3 3 :!= t Q) 36 4 5 6 7 a 9 10 12 12 2 2 2 2 2 2 2 2 SUBFLOOR < 0 c: -0 2 Stories 40 5 5 6 7 9 10 12 13 12 14 2 2 2 2 2 2 2 3 E Nail spacing at panel edges(in.) >_ 10 00 50 6 6 8 9 If 12 14 16 16 2 2 2 2 2 2 3 3 F Nail spacing at inlennediale supports in die panel Field(in.) z 0- 18 2 2 2 2 FOUNDATION 0 60 7 7 9 11 13 15 17 19 2 2 3 3 CRIPPLE WALL 602. 0 0 70 8 8 10 12 15 17 20 23 20 2 2 2 2 3 3 3 For roof slivathing within 4 feet of the perimeter edge of the roof,including 4 lect on each side of the roof Peak,die 4 foot perimeter edge zone attachment requirements SILL PLATE ------ -6 E 0 0 _ 0 80 9 10 12 14 17 19 23 26 Sul he used. 28 4 5 6 7 8 2 0 0 10 11 13 10 2 2 2 2 2 2 2 3 Tabulated 112 inch o.c.and spacing ussurnes shcuthing attached to tarter/truss thuning members with 0 Z�0.49. For training members with 0.42!c G<0.49,the nail --- --- ----------\FOUNDArION U.J 32 5 5 7 8 9 11 13 14 12 2 2 2 2 3 spacings sh,311 be reduced to 6 inches ii.c. L-- = < 36 5 6 7 9 to 12 14 16 2 2 3 3 Tabulated 6 inch o.c.nail spacing assumes sheathing attached to fafteritruss fiaming nictubers with 0 �,0.49. For framing anantiors with 0.42--;G<0.49,flit;nail -------- WALL STUDS Q Q 40 6 7 a 10 12 13 16 18 16 14 2 2 2 2 2 3 3 3 spacings shall be reduced to 4 inches o.c. a 0 3 Stories 50 7 a to 12 14 17 19 22 16 2 2 2 2 2 3 3 4 4 Tabulated 4 inch o.c.nail spacing assumes Sheathing attached to raftcrAmss training members with G OA9. For training incinbers with 0.42_5 G<0.49,the nail ANCHOR BOLTS EMBEDDED IN L` (D 0 spacings shall be reduced to 3 inches ux. FOUNDATION e FT O.C.MAX, a- Fovo) :03 3:,- M 0 60 9 to 12 14 17 20 23 26 18 2 2 2 2 3 3 4 4 5 Tabillattlinail spacings assurricalaildinglocated in Exposure B. 70 10 11 14 17 20 23 27 31 20 2 2 2 2 3 3 4 4 FIGURE R602.3(2) taA 1 80 1 12 1 13 1 16 19 23 26 31 35 8 2 2 2 2 2 3 3 3 FRAMING DETAILS 0 Anchorage required to resist lateral loads shall be determined in theon design pct Section 1.1.4. 1 10 2 2, 2 2 3 3 3 4 Prescriptive limits are based on assumptions in Table 3.2, 0 2 Anchor bolts shall he uniformly distributed along the length of the shearwall line,and in no case shall the anchor bolt 12 2 2 2 2 3 3 4 5 k spacing exceed 6 feet on center. For other anchor bolt limitutioits acc Section 3.2.1.7. 24 14 2 2 2 3 3 4 4 5 04 3 Sill plates are assumed to be treated Southern Fine. 16 2 2 3 3 4 4 5 6 RAFTERSAND CEILING------, 19 JOISTS project no. TABLE A30-1.5 0,, 2 2 3 3 4 5 5 6 SIT OR 1 20 1 2 1 .2 1 3 1 4 1 4 1 5 1 6 1 7 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS TABLE R301.7 ROOF TRUSS I Prescriptive limits are ba,,ed on assuraptions inTable 3.5. (in pounds per square toot) ALLOWABLE DEFLECTION OF STRUCTURAL MEM13ERSaJ',c TOP PLATE- 15046 Table 3.26 Bottom Plate to Foundation Connections (Anchor Bolts) Resisting 2 Tabulated ftluning loads and connection requirements shall be permitted to be multiplied by 0.92forliuming not located USE LIVE LOAD ALLOWABLE TOP PLArE SEE DRILLING AND Lateral and Shear Loads from Wind - Exposure 8 within 8 feet of comers. STRUCTURAL MEMBER DEFLECTION NOTCHING PROVISIONS project date 3 Tabulated training loads assume a building located in Exposure B. Attics with limited story cab 20 Rafters having slopes greater than 3112 with no SECOND STORY SECTION R602.6.1 (Prescriptive Alternative to Table 3.2) Attics without storaveb 10 L/180 3/15 Deckse 40 finished ceiling attached to rafters Three Second Gust wind - - Interior walls land partitiolis 11/180 WALL STUD 0 Exterior balconies 60 JOIST IS PERMITTED TO SEE DRILLING AND scale Speed(mph) 85 90 1 100 120 1 13 0 Table 3.11 Wall Sheathing and Cladding Attachment Requirements for Wind Flours.and plastered coilings LfJ60 FLOOR JOIST- BE CUT OR NOTCHED NOTCHING PROVISIONS �7 Hattran Plate to Foundation Anchor Bolt Foundation Supporting Maximum Anchor Bolt Spacing(in)"I""' Loads - Exposure 0 Fire escapes 40 All other structural members U240 SEE DRILLING AND BETWEEN THESE LIMITS SECTION R602.6 Comiccdon RQSisdug� d NOTCHING PROVISIONS NONE CL GUardrailsand handrails 200 SECTION R502.8 1/2"Anchor Bolts Exterior walls with plaster or stucco finish fl/360 I - 1-3 stories 30 Three Second Gust 85 90 10 Guardrails in-fill componentsf 50 t�finishes BOTTOM PLATE I/ SPAN N 5/8"Anchor Bolts Wind Sp5cd(ME10 Passenger vehicle garages" 50-1 STUD =1 - Extcrior walls-wind loads"with flexible finishes L/120 TOP PLATE JOIST NAILED T 0_1 Lateral and Shear Loads 1-3 stories 45 Exterior walls-whid loads"with brittle W-40 0 drawn by n I Prescriptive limits are based on assumptions in Table 3.2. STRUCTURAL SHEATHING Roans other than sleeping rooms 40 OL CD CU I WI4;;u anclusi bolts alt;used to icsist uplift,lateral,and Shear loads-,the maxinanu anchor bolt spacing shall last exceed the 1USbUl'of the tabulated E F E F I E 1; E F E F iSteeping rooms 30 BAND JOIST OR FOR BLOCKING AND values for uplift loads(Table 3.2C)or lateral and Shear loads(Table 3.2B). For other anchor boft limitations see Section 3"2.1.7 and 3.2.2.3. Stud Spacing I BLOCKING BRIDGING-SEE I IN..4 IN.RIBBON checked by Tahadaied anchor bolt spacings For lateral and shear funds assume walls are sheathed in accordance with section 3.4-4.2- For other wall sheathing istairs 1101: CUT INTO STUD- typvs the tabulated anchor bolt Spacings Shall be multiplied by the appropriate sheathing typo adjustment factor inTable 3.17D,but in rio case,shall (inches,is�cj MaAhuum Nail Spuciag for Ed Carolina Nails or]Oil Box Nails(inches,o.c)' SECTION R502.7.1 SEE SECTION R602.6 C1 <E anchor bolt spacings exceed 6 foot oil center. 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 4 For three second gust wind speeds greater than 110 mph,with a tabulated lateral value from Table 3.5 greater than 262 pit,lateral connections;shall Interior zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 be determined using the loads firoulTable 3.5. seal 24 6 12 6 12 6 12 6 12 6 12 6 122 6 12' 6 121 BEARING 12 2 12 5 12 6 12 6 12 6 12 6 12 6 12 6 PHI /,0 Ptrililetcr Edge Zone QX 1� 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 61 Table 3.2C Sill ors r Bottom Plate to Foundation Connections (Anchor Bolts) 2-1 6 12 6 12 6 12 6 12 6 121 6 12' 6 12' 6 123 CD Resisting Uplift Loads from Wind - Exposure 8 TABLE R301.2(l) LAP JOIST a IN.MIN. In BAND JOIST E ORSPUCE-SEE 0 BOARD SHEATHING or LAP SIDING CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SECTION R502.0.1 SEE SECTION R602,8 Rafterfriuss,Spacing OR BLOCKING Sheathing Si7a (Prescriptive Alternative to Table 3.2) (incher,0-c.) Minimum Number uf3d Common Nails or l0d Box Nails SUBJECT TO DAM FOR FIRE BLOCKING Per suppul t AGE FROM ICE BARRIER DI Is 12-24 CATEGORY® Frost Termites REQUIRED9 -0 ROUND WIND SPEED SEISMIC DESIGN UNDERLAYMENT1 SILL PLATE (7 1 x6 or Ix8 Sheadling SNOW LOA (mph) _U Speed(InLh) 910 3 3 3 3 3 20 110/120 SEVERE -3'-0" MOD-HVY YES NONE CRAWL SPACE OR \SUBFLO U three Second Gust Wind 1 2 2 2 2 2 2 2 Weathering FLOOD HAZARDS 85 100 flu 120 130 0 IxIO or Luger Sheathing 12-24 3 3 1 1 (1 J, I Bottom Plate to Foundation Anchor Bolt BASEMENT ID Foundation Supporting Maximum,Anchor Bolt Spacing(in.) MONOLITHIC -11 ConlE�� I E Nail spacing at panel edges(in.) FOUNDATION SLAB-ON-GRADE Charles Lembo, RA CD R,Fn 7011cs F Nail spacing at intennediatesuppurts in Oil:panel field fin.) FOUNDATION IT- P/W W/ \W • 33 23 23 1-3-sivri -12 1 -10 1 49 25 INTERMEDIATE drawing number La=I-=3 0 psf 3 3 22 9 o 3 12:0 Common Nut s T,,4 B., n 1 2 2 2 2 2 =1 50 LA �E_<J , Uplift Lou&- w. For wall sheathing within 4 feet of the comets,dic4 foot edge zone attachment requireluents shall be used. -P -interior ones PLATFORM FRAMING BEARING WALL BALLOON FRAMING U 2 0) 1-3 stories Z2 72 57 :30 2=7 Tabulated 12 inch o-c.nail spacing assumes sheathing attached tostud framing members with G >0.49. For framing nicudiers with 0.42<G e 0A9,the nail spacings -01 Prescriptive limits are based oil asswuptions,in Tublo 3.2. _17 r_ - .38 1_33 1 shall be reduced to 6 inches o.c. FIGURE R602.3(1) When anchor bolts are used to resist uplift,lateral,and shear loads;.the maximum anchor bolt spacing shall not exceed the lesser of the tabulated J For exterior panel siding,galvanized box nails shall be pertained to be substituted for cominon nails. TYPICAL WALL,FLOOR AND ROOF FRAMING n I values;for uplill loads(Table 12C)or lateral and shear loads(fable 12B). For other anchor bolt limitations see Section 3.2.1.7 and 3.2.2.3. 4 Tabulated nail spacings assume a building located in Exposure B. An3 S aces RIDGE VENT 8"xv' ROOF VENT - architecture CONGEALED FLASHING TYPICAL FOR: 4 410 W Montauk Hwy, Suite 2 A5PHALT SHINGLE5 - 11 Jill 11 1 1 Lindenhurst, NY 11757 COLOR AND STYLE AS, phone 631.225-8705 A.5 I PER OWNER fax 631.225-8707 2X4 STUD WALL III I i t spacesarchitectsgaol.com 16 OG FRAMED I SELF-ADHERING POLYMER 1l1 SELF-ADHERING POLYMER www.spacesarchitects.com ON WALL PLATE I ICE SHIELD TO 24 IN51DE ICE SHIELD TO 24" IN51DE PERIMETER WALL I PERIMETER WALL I L IX FASCIA la'' I 11LLULlI IX FASCIA FWG6®6f3 4X4 TREATED III II III IIII IIII II II 1 VII I IIII I 111 Hill III III III III IIII , WOOD P05T - TYPICAL FOR 2 ,ALUMINUM GUTTERS N I z? 4 J I ALUMINUM GUTTERS J I AND LEADERS AND LEADERS VENTED VINYL SOFFIT VENTED VINYL SOFFIT p 51DINO - COLOR AND 51DINC - COLOR AND I - w d i STYLE PER OWINER STYLE PER OWNER CN 43)() T= O - O O I TREATED WOOD STAIR 011 v AND RAIL PER R31 U ip I { cn ! AND 8512 Ohl _ w v d I O � © U I © DN x THESE DRAWINGS AND ASSOCIATED _ COPYRIGHTS ARE AND SHALL REh N I I I I I - I I THE PROPERTY OF THE ARCHITECT. ALL DRAWINGS & WRITTEN MATERIAL NEW 12„(PX3h„ DEEP APPEARING HEREIN CONSTITUTE THE -Icy i I 4X4 TREATED m I I «' I I ° POURED CONCRETE THE ORIGINAL BL ARCHITECT & AY NOT BE REF 24'-2” I WOOD POST - NEW FOUNDATION AND L--r- — L- J L_ J FOOTING PRODUCED, DUPLICA'T'ED, USED OR F — � DISCLOSED WITHOUT THE WRITTEN (2) 2XIO (2) 2XIO TYPICAL FOR 2 FOOTING TO BESTEPPEDCONSENT OF THE ARCHITECT. m I (2) 2X10 CONTINUOUS OVER 4 SPANS `I I I I i I ©2015 SPACES -- � -+sr- I DOWN TO MEET EXISTING I G 4 G 4 G 4 G 4 Bl I AT 1:2 MAX S1_tOPE L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � � �- —I I— —I I— —I SIMPSON WOOD SIMPSON WOOD „ STRONG - SHEAR 1 STRONG - SHEAR 8-® RElevation WALL SEGMENT A.5 WALL SEGMENT Scale: I/4” = I'-O" RIDGE VENT FLASHING CONCEALEIL J 25-D 161-011 IL ASPHALT SHINGLES - COLOR AND STYLE ASA , X Partial First Floor Plan PER OWNER scale: I/4" = I'-0° CONGEALED FLA5HING II {� �I n" � F4 W 0- SELF-ADHERING POLYMER � Le ICE SHIELD TO 24" IN5112E �} PERIMETER WALL `( w IX FASCIA 'N EXISTING WALL TO REMAIN m EXISTING WALL TO BE REMOVED ALUMINUM 6UTTER5 _ ro 2x4 STUDS, 16" OG WITH AND LEADERS EXISTING 'd NEW WALL - I/2" GYP STRUCTURE BD. EACH SIDE VENTED VINYL SOFFIT TO REMAIN - HEAR LL PANEL - SEE NOTES ON PLAN S WA SIDING - COLOR ANDSTYLE PER OWNER --- 53 2X4 STUD WALL IC" OG FRAMED ON WALL TREATED WOOD STAIR PLATE - SEE BUILDING SECTION I/A.5 AND RAIL PER 8311 AND 8512 o 8"X8" ROOF NEW I2"(PX36" DEEP I I I (D > °i a 0 VENT - POURED CONCRETE 2x10 NAILER .L r- TYPICAL FOR FOOTING L J d 4 MINIMUM - I `o qy z s- 4- > FLASH AS, I v C o p o w ❑ ❑ ❑ REQUIRED I vI .0 o � � - - - - - - - - - - - - - --- - - - U - Right Side Elevation � �� 0� CL� �._ scale: 1/4" = 1'-0" O O CONGEALED RIDGE VENT ,Q ' +xi I FLASHING ASPHALT SHINGLS - c° E , A.5 COLOR AND STYLE AS 04 ro PER OHNER project no. CONCEALED FLASHING I SELF-ADHERING POLYMER 1 504(b HATCH INDICATES f ( I I ICE SHIELD TO 24" INSIDE AREA OF ROOF RIDGE I I { PERIMETER WALL project date FRAMING OVERLAY VENT I II *+ i IX FASCIA 5/I5 I , ) I ( _ scale OI — ALUMINUM GUTTERS �� NOTED v 2 I O I EXISTING AND LEADERS u� O � O I STRUCTURE VENTED VINYL SOFFIT 12 12 TO REMAIN drawn by 6 6 I I 51DING - COLOR AND 55 / �r I STYLE PER OWNER TREATED WOOD STAIR PER 8311 checked by nO I ® IAND RAIL N 2x6 GJ� 2x6 GJ� N I AND 8312 16 OG !6 Or, 75 CD _ S Ir.r� F- . ''' aF ;� _ Geo r`,e; r- J NEW FOUNDATION AND Charles Lembo, RA _ FOOTINe TO BE STEPPED ' DOWN TO MEET EXISTING drawing number SELF-ADHERING POLYMER ICE SHIELD TO 24" IN51DE - - -- - - - - - - - - - - - - - - -- - - -- 2 AT 1:2 MAX SLOPE P a rt o lRoof Plan PERIMETER WALL scale: 1/4 IO Left Side Elevation is scale: 1/4" = 1'-0" An spaceS architecture 410 W Montauk Hwy, Suite 2 ROOF RAFTERS AT 16" OG - Lindenhurst, NY 11757 WOOD STUDS AT 16" ON CENTER REFER TO PLANS phone 631.225-8705 fax 631.225-8707 PORTION OF spacesarchitectsOaol.com I I WALL TO BE 8d COMMON NAILS IN EACH wWW.spacesarchitects.com � I REMOVED FOR END OF STRAP TIE - INSTALLATION OF 2 X 6 WOOD PLATE SEE TABLE 3.4A AND 3.4B ON DW6 A.3 NEW 5LIDING 5d COMMON NAILS IN EACH DOOR 5/4" PLYNOOD SUBFLOOR END OF STRAP TIE - SEE TABLE 5.45 ON DWG A.5 C+ y' 1 1/4" X 20 GAGE METAL STRAP + TIE AT EACH RAFTER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F —I- - - I 1/4" X 20 GAGE GALVANIZED METAL STRAP TIE AT EACH STUD I CEILING FRAMING AT 16" OC - I I FLOOR FRAMING A7 16" OG - I I I EXISTING BILGO REFER TO PLANS REFER TO PLANS {- DOOR5 TO BE REMOVED 3 SG2UARE WASHER AT EACH L _ _1_ _ J ANCHOR BOLT - TYPICAL (2) 2 X 6 WOOD PLATE 2 X 4 TREATED WOOD PLATE Partial Demollition Plan scale: 1/4" = 1'-0" 5/8" ANCHOR BOLTS - SEE CHARTS 5.2A, 3.28 AND 3.20 .__J ON DRAWING A.5 WOOD STUDS AT 16" ON CENTER Boom THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE AND SHALL REMAIN CONCRETE FOUNDATION — THE PROPERTY OF THE ARCHITECT. ALL DRAWINGS & WRITTEN MATERIAL REFER TO PLANS APPEARING HEREIN CONSTITUTE THE WORK O THE ARCHITECT &DMAY NOT BE REF PRODUCED, DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. I I BEARING POCKET - (D 2015 SPACES I I I I TYPICAL r:-2?FOUNDATION INTO Typical U' Olift Connection Foundaton Typical y ical - U lift Connection Wali to Roof, I'-O"EXISTING WITH 3 #5 A.5 scale: I I/2" I - A.5— BARS - TYPICAL I00 2X10 NAILER - BOLT I I NEW FOUNDATION TO WALL 16" OG I .: I AND FOOTING TO I w w BE STEPPED DOWN 1 _� I I I ' I I I TO MEET EXISTING IL =.. I AT 1:2 MAX SLOPE �- NEW FOUNDATION AND FOOTING TO r _ BE STEPPED DOWN _I `'` I _ _ I I p - z I I p Q �- z TO MEET EXISTING ;_ — — — — I = O Q � (-• _ O `r a- O I a� O AT 1:2 MAX SLOPE I ! `4 0) +n '—� 0) 0 N N ur IM LU - - - - �: i N ov ( '.4 I xvMQ -22 NEW 8" POURED AL_ CONCRETE I ....: g::• : ., r : I I I *U In FOUNDATION WALL — — -� NEW DRAWL I 4X4 TREATED WOOD I [— ON 16"XS" POUREDSPACE VENT I POST ON 12"OX3'-O" CONCRETE FOOTING T •�; I I DEEP POURED WITH (2) NO 5 BARS I :; — ` — —— — — —— — — _ — J , I I CONCRETE FOOTING - CONTINUOUS I — — — —— — — —— — — _ — — —— 2 2X10 2 2X10 TYPICAL OF 2 • s •' ;, � ..A as , •7 S ' a. •7 s. .tt. ;�y• •a. +. a — — — — — —— — — — — — — — — — — —— — — — — — — ——— — — — — — -O„ BEARING .� POCKET -lo ,.• •Y ... .s• : �' ._ tr TYPICAL g'-O" +C� -oil ol al oil NEW CRAWL NEW DRAWL 2" POURED p SPACE VENT SPACE ACCE55 - CONCRETE o CL 24"XIS" MIN SIZE PAD AT BASE "`" OD•� WITH 16"X8" VENT OF STAIR .> •0 _ v OQ- PartOal Foundation Plan a 1: oZ � a� SGq l e: 1/4" = 1'-0" ROOF CONSTRUCTION: 0 v U 255# ASPHALT SHINGLES - •� �0 II o q) COLOR AS PER OWNER QCL coo CL lJ..to 2 LAYERS 15# FELT RIDGE CONCEALED tw 1/2" GDX PLYWOOD VENT FLASHING U , v 2X10 RAFTERS 1&1100 '0 Cd 8 1/4" R-50 INSULATION ; a d 1/2" GYPSUM BOARD CONGEALED FLA5HIN5 project no. SELF-ADHERING POLYMER II-N " " 5 ICE SHIELD TO 24" INSIDE -II I �-�' 2X4 STUD WALL l�046 PERIMETER WALL l 16 OC FRAMED project date IX FASCIA I I" I ON WALL PLATE X 3 I� A.� ALUMINUM GUTTERS scale AND LEADERS VENTED VINYL SOFFIT A5 NOTED WALL CONSTRUCTION: EXISTING drawn by 15# FELT FIRST FLOOR 1/2" GDX PLYWOOD GL n 2X4 5TUD5 16" OC INTERIOR STAIR CD N 3 1/2" R-13 INSULATION AND RAILING TO checked by 1/2" GYPSUM BOARD COMPLY WITH ORB/OL R511 AND 8512 Q A.5 \\ 71 ea IirJ��N1,1' ""^•�Y��, FLOOR CONSTRUCTION: _ L_ 2X10 NAILER - ' 2I D 5/4 GDX PLYWOOD a BOLT TO 2XIO JOISTS 16 OG rI WALL 16" OG EXISTING 8 I/4 R-30 INSULATION m BASEMENT " �— s U ----�1 `NNEW FOUNDATION AND � Q FOOTING TO BE STEPPED L__-- L-____-- eolgeeI•, DOWN TO MEET EXISTING Charles Lembo, RA Ir AT 1:2 MAX SLOPE 2 ' ------------L:J drawing number Building Section ,4.5 scale: 1/4" = I'-O" Av5