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HomeMy WebLinkAbout44209-Z ��ODSUFFOIk ay Town of Southold 3/5/2022 a P.O.Box 1179 o _ M 53095 Main Rd $�jo ooey, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42879 Date: 3/5/2022 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 4200 Depot Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 96.-5-10.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/18/2019 pursuant to which Building Permit No. 44209 dated 9/25/2019 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: non-habitable accessoryag_rage with unfinished storage above as applied for. (Garage_#1) The certificate is issued to Algabca Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44209 2/15/2022 PLUMBERS CERTIFICATION DATED UAuki.oudzellSignature � SUF"o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ZL 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#: 44209 Date: 9/25/2019 Permission is hereby granted to: Valerioti, Guy 4200 Depot Ln Cutchogue, NY 11935 To: consturct an accessory garage (garage #1) as applied for. At premises located at: 4200 Depot Ln, Cutchogue SCTM #473889 Sec/Block/Lot# 96.-5-10.1 Pursuant to application dated 9/18/2019 and approved by the Building Inspector. To expire on 3/26/2021. Fees: ACCESSORY $578.40 CO -AC RY BUILDING $50.00 otal: $628.40 i ding Inspector 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: location of all buildings, property lines, streets,and unusual naturalor 1. Final survey of property with accurate topographic features_ 2. Final Approval from Health Dept_ of water supply and sewerage-disposal(S-9 form . 3. Approval of.electrical installation from Board the solder Fire dosed in system contains,less than 2/10 of 1% lead_ 4. Sworn statement from plumber certifying 5_ Commercial building, industrial building, multipeSronsdible for the building- of ui d nd similar Buildings and installations, a certificate of Code Compliance from architect valof completed site responsible requirements. 6. Submit Planning Board App onforming uses, orbuildingsuildings and"pre-existing" land uses: B. For existing buildings (prior to April 9, 1957) non-c 1. Accurate survey of property showing all property lines streets buitdin and unusual natural or topographic features. 2. A properly completed application and corstate se reasons therefor in writing Po the applicant.rtificate of Occupancy is denied, the Building Inspector shall C. Fees 1. Certificate of Occupancy-New dwelling$5$0:OaAddit ons dto accessory b o lding$SO.00t Businesse$50.00. Swimming pool$50.00,Accessory building 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. Lq� I 19 check one) New Construction: Old or Pre-e fisting uilding: ( NI� Location of Property: Street Hamlet House No. 46 CA ��n Owner or Owners of Property: L b Block Lot Suffolk County Tax Map No 1000, Section �� � Filed Map. Lot: Subdivision © Date of Permit. Applicant: Permit No. Underwriters Approval: Health Dept_ Approval: Planning Board Approval: Request for: . Temporary Certificate Final Certificate:ZApplicaontSigre ( Fee Submitted: $ 1 J r � i .f OF SO(/r�Ql � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(aW-town.southold.nv.us Southold,NY 11971-0959 QIyCOUm�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Algabca Inc Address: 4200 Depot Ln city,Cutchogue st: NY zip: 11935 Building Permit#: 44209 Section: 96 Block: 5 Lot: 10.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Gerarti Electric License No: 40564ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1 st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 30 Ceiling Fixtures 15 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 7 4'LED Exit Fixtures Pump El Other Equipment: 100A Panel 20 Circuit/ 9 Used Notes: Garage Inspector Signature: Date: February 15, 2022 S.Devlin-Cert Electrical Compliance Form o�aof souryol - # TOWN- OF SOUTHOLD BUILDING DEPT. Couto, 765.1802 iNSPECTION [ FOUNDATION 1STAa ROUGH PLBG. [ ] "FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) . [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 0-v TOW 47. ( 1 DATE 'INSPECTOR I44-),ol BOE 50UT l ------------ -- - - ��� yO�o # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL kCc� GoK rGa [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O R IVlARKS: i I(l f/ & �s olo �t DATE I � INSPECTOR 't � � f T t JJJ Vis ' � r? �. ..... 6 f�, yy `y k rt ��, < �, �� _ � �� ,e%,. i,. ;r-p ,N,: _ �z ^ t _, . _'`;� � [ �. � .. - .� � _ { a � ,��,� �� �� r.; '�� ' � ,, �t � � �_ *' .�: � `" � ' h I '� �'F .,:, , _. �-�,,. ,, --- a ,,,� E t{ �. P � .'� _ .�/�� . , i �r �ut �-� � � �: �, �'> �� r. -tr �� � E' �t: :� �. •� � a� �, k„n i � ,�d r n i �` f. ,. ,,, r... � ,„ ,._ �� ,.. �. � ����, � ,,�� x � a, .. � ;. .� . ,ti �, ,� ,: ._., .',�� �� r, � ,. �' — �r ��.:: �, 1, u .: v �, � � s }''.' � °Yy �� ' ,,. S`. f �. 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""` ,w _ .� `: ? . ��� � FIELD INSPECTION REPORT ATE COMMENTS 1c�J b t�1 FOUNDATION(IST) cg ------------------------------------- FOUNDATION (2ND) z , - OP ROUGH FRAMING& PLUMBING y INSULATION PER N.Y. STATE ENERGY CODE �S FINAL ip l ADDITIONAL CO MENTS q51�� .Z m r i C-' CPit4- ° H g,�z x d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 � Survey ��� Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 Mail to: �ry7 _bV MTN).+�/ ` ? Disapproved a/c P C� r -7�- z Phone: Expiratign ._ 20 n + } Building Inspect SEP 1 8 2019 APPLICATION FOR BUILDING PERMIT 1 (� 1 C ¢yF11P-1` Date l / 0 , 20 710 1,11,; ''t;)I• 0OU C I r, ,r; 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) SEP 1 8 2019 (Mailing address of applicant) State whether ap;p.,lica t_is gvrn r :l_essde age t,architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises L C� 1A) VUwVVLVIVer (As on the tax roll or latest eed) 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. Lo�caLti �and obm wprop os d work will be done: House Number Street ( Hamlet (J County Tax Map No. 1000 Section �� Block Lot `(� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intende use and occupancy of proposed construction: a. Existing use and occupancy S'l/i1GL� L(41 b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. I dwelling, number of dwelling units Number of dwelling units on each floor If rage, number of cars 6. If buss ess, commercial or mixed occupancy, specify nature and extent of each type of use. T Dimensio s of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions o same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of enti 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 pre ises are situated 12. Does proposed construction violate y zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 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 wetlan or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E. . 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 property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and sayst�N,14�6e 6awplicant (Name of individual signing contract) above named, Notary Public,State of New Yorkk No.01 BU6185050 (S)He is the Qualified in Suffolk County 1v.:, r . SIGr: ..-nss nc rr r a- 1,41, (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the saidwork to make and file this application; that all statements contained in this application are true to the best of his knowledge and b ie f; a d th th work will be performed in the manner set forth in the application filed therewith. Swo n to before me th' day of 20 Notary Public Si ture o�f Applica t �OSUFFp��,CO '; Nov BUILDING DEPARTMENT- Electrical Inspector oma° Gym 2 6 2019 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(aD_southoldtownny.gov - seand(a southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: I-1 Company Name: C Name: C- j UICC 10 License No.: ME 405-&4 email: ���� t a�� Ao l- c��r►-t Address: Phone No. . JOB SITE INFORMATION (All Information Required) Name: 1�C�13CN Address: 4200Po Cross Street: 42) Phone No.: Bldg.Permit#: If email: Tax Map District: 1000 Section: (o Block: rj Lot: ID. BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES /(0 Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION P6LA-1� 15� Request for Inspection Formals Scott A. Russell � STOIK- AMMAT]EIRL SUPERVISOR � •z MANA(Gl]E LENT SOUTHOLDTOWN HAU-P.O.Box 1179 �, C Town of Southold 53095 Main Road-SOU MOLD,NFw YORK. 11971 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) ----------------- DOJE.S TIUS PROJECT 'NVOLVE ANY OF THE F'OLLOW]NG: (CHECK ALL.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 illing involving more than 200 cubic yards of material o ti within any parcel or any c n g _nous area. C; Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred year f loodplain as depicted - on FIRM Map of any watercourse. Q F:.. nstallation 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'A 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 w1t6 your Bw}dmB Permit Application- contractor. #: 1000 Dates APPLICANT: (Property owner,Design ProfesssionaL Agent,Contractor.Other) /y puutct �O -//-, NAME � `/ ° � Section Block Lot 9,nd FOR BUILDING DEPARTMENT USE ONLY Contact Information RckPEmc V.mtrrl Reviewed By: - - - - - - - - - - - - - - - - Date: Property Address /Location of Construction Work: rovedfor processing Building Permit. bwbl —LeApp — rmwater Management Control Plan Not Required. _ bar ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM SMCP-TOS MAY 2014 Town Hall Annex �r�$ �y Telephone(631)765-1802 54375 Main Road i Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 .y BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-(ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: l `� Owner: GAK Lq) 5=-7 j�tLA,N-r� Location of Property: L-1 2 0 C) >D is LOf Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): ._R a N N tE-r:J) XJ Ln A„y Capacity(check applicable line): Owner _ Owner representative TrussReg15.docx Effective 1/1/2015 Al 4LI SURVEY OF PROPERTY \ N 51TUATE: CUTCHOGUE �. TOWN : 50UTHOLD ���0 W e 101, E SUFFOLK COUNTY, NY SURVEYED 10-28-2019 �cyo9y�F FOUNDATION LOCATION 1 1 -25-2019 Sy9TS o� SUFFOLK COUNTY TAX # DoT 1000 - 9G - 5 - 10. 1 CERTIFIED TO: \ 0\ ALGABCA INC. a� •a �(h01 J I Y O ej_ji_ s "_ \O •Iris AN 2020 A\ �0\V �fp\ \O� �O eO O� J Z 7 1, 2h. O• �/ h _ .. pQ ry`I'• d �O � � � J -t�� "Unauthorized alteration or addition tv a survey •,•� p• G�`pQ \ •v ' Oi, `tf• I'vi •�:j f���� map bearing o licensed land surveyors seal is a v --_-. ` g,:,,,� violation of section 7209, sub-division 2, of the fC e'• s' New York Stale Education Law." 9' ZQ 0J "Only copies from the original of this survey C` �` •ti, C` !y /-�f e5 '�"''' marked with an original of the land surveyor's stamped seal shall be considered to be valid true ppc �Ou. 9°' tvoh/O,L-/P 1 w,,t 5 .:r•4 copies" VO tiF "Certifications indicated hereon signif?that this survey was prepared in accordancewith the ex- S (sting Coda of Practice for Land Su vets aopled Off. by the New York State Association of Professional Land Surveyors. Sold certifications shot run only O `t' '• !^/,- to the erson for whom the survey re P Y i P Pared, (�wJ �`�pr�'� and on his behalf to the title company, gavernmen- �� rt0 Y" tal agency and lending institution listed hereon, and OO a_ �� - to the assignees of the lending institution. Certifica- ds O�&`O ,\ tions ore not transferable to additional institutions 011 N07ES: MONUMENrT FENCE JOHN C. E H LE R5 LAND 5 U RVEYO R TOCKADE NCE dy —o-- CHAINLINK FENCE �t—x— WIRE FENCE G EAST MAIN 5TREET N.Y.5. LIC. NO. 50202 Area = 54,931 Sq. Ft. RIVERHEAD, N.Y. 1 1901 G31-3G9-8288 Area = 1.26 Acres GRAPHIC SCALE 1 40 resurvey@optonline.net 19-162 5ZORM WATER MANAGEMENT ' -(IDG DETAILS ' M a- - c> RY1e,,j! ALL. cP-..L cu 1.�,-r � n�s 1 1 1 9 fn 31 -7 c v, LU 5 VE (z tai s� >c i o" b ps m ts L _ F 7 Notes: - . 4 ExMUMN: A).DO Mn 1161N(NsrAtt.4101 WM gffiS t aft NAV!Rets!PP&Nft1 MW%Wa �l FR!lAAAT1pN: 14 CLEAN SiM OAX rimoeJ"T PRM TO 1NSTAL"n(vi. 4 MM"SWAUS ui1►Ki Mkt"=PECorl MOOD Rl►TW MM11,AtALT{IIIF ripe a cwfteWsr wrr*t w om Ago xw+aS I""°°`coNn' "Mon owe"Mm xr%M moamP Ko Pos�fl I o `fix 3 Wr'"warm AtQr6c W/ACI M PAM. &9W W14TAtl/1T{OIk t A�DORM wont 1N ACMA A M WN CDA nMAROM AM THE 0"W"GL I it G ffM TO RE TpwARos tJ•ADEl1 I•To r pM EVFAT 4r of Rlltl. N P Ro QbSEa y A�F `�N U;DOM'' RA 1EADo FLMH AHD T M APD '. _ _ 2cc.o� HAY BAY w/-SILT i . 2[o•O Aar�sralnes I S.(p _ arAA1Y•tO.E 4 0DOWNIXTO MW PM CA=1MlfH A OUM SfXAMT R[v]p�T 3 WAM of ��_ 4.o ` 31 COW49 M TD STDRM WiNER SYSTEM AS JN WATEM SM / COW91CF1011 WATMTMT, 0 DRY WELLS TO BE 10'MIN. 41 PPOTECnW. .9 p l i o P oS ar a �9 AWAY FROM HOUSE FND�Ezr WSTAt�Prom cm unn ooMPltTTON w�. 4� Ane(R RWLAa DWA�PWOUCrs 899 2Aff flt4L Rt�ves;L • pJvrawPY 0 M ex)f ir, Do O 77, 3!0 r^ � V4,-7 pRoposten `� 4 vleL b IZl V ME W,y � 1 ' I�•9 0; W_Y,terr, _ OD 1414 u S)a oe M M 1;;s /STI t 4 cq 3o,s j '1'b RrEMPI N on I 28`7.7'8 I C11-501 � �a7 4 1 � FINAL GRADE TO GRADE•WITH CAST IRON ` , FRAYS AND COVER.IF UNDER ; I ; SITE DATA: PAVED AREA S ' 9 S I O rTlW"TssvR35 IN �► . 541932 a*- IL2.(ol A IDN.SLOPE yr PER FT. COMM DaTURSEA!'IM "H„ „D" 1 up to 4 fL 24"min. ft to 7 ft mox 3Q••min. +110 3 f•y.2�R' 2+ 3 !6 "j M� T g I ST.��R ��o.7I sem.rT: i DAG D= o EFFECTIVE c R O ' DEPTH ISDOVE) � CARACAS 2,.392.. � y�3 5 3 2 cum CIL VOL z rorxg 4 4bco 9 R 8.1 Z 3Z CLIL VD. CLL VDL r wN.. S'YIM. —_.GROUND WATER OUTSIDE DIAMETER COLLAR MATIERiAL IIACKFILL /1 SFwwascion) RRATEABLLE SOIL UNDERLYNIC SANG AND GRAVEL STRATA w r:-7,- LL_ TZZ-.�tST,4-, i L r T1TLe _ PRO-06T HAM 41-0a nrzpor LP,t4m C.UTcNO<y�ic� a KENNETH SOH ARCE[rZMCT P.C. CD— `^ WO LYNN A%'Z L'E E.NORTHPORT, N.Y. 11731 Orb ' TSL./PAX. "31)3W-23" 93s No. I I_ O y(0'_ off TRUSS PLACARDING REQUIRED 1,-.: r ,,,. r, // I , / . . . r . ., , . . . • ., r . ..- . ... i 7 .• ri•-. ..... .. // w i, { \ _ —c.-cr✓._, _ __ - >r- 51;.a +a 4#.=,w•r•."tT.a. -.x,:ry _ _ .__ I- __ _ _»..- - Kcp _ I Co Co .(o / 1 ., j, , .. , r .� / , r . ,, . r r ,r, I r r • I ,./ . . �... ,. r , S r •L_ _ . , - '- - - - --' - - - _ -.resat»-- -- - -- - - - - Ia- I o u t4 t>P•T to I4 W12-411y- 1 -2," _ , ;: N zr- _ 2kl -Z F• J, - Icoro.c,- 2x12- F �- ICa 'a,C. Zx12 F. 1l0 o.c, r �q .) 1*� n n °� b r�f rc. SOOT tt4c� - A ' PIO D A Ian I�� � � M i m N DATEII: I g l B.P.# o�U�7 T! N I � y0 (; - -- , rev * r' 7 N N p A N N FEE:. 5 , Y: r I° % _ NOTIFY B'_ILDI�dG ULPAi i v',ENT AT ` `' n 3 : N FOR THE -' r I IA 765180?. 8AM TO 4P"a", 3 .i k. J,_ I, I u �- D-I � :�, ��) r3 Y x 1�r{ HIt-R.oLAf''1 K. p D. N t3- FOLLOWING I?lSPECTIONS: ."t( °_7 �� . `_ - - - / - , _ 1. FOUNDATION' - T�NO REQUIRED q I n 6'�F:, ) 1 FOR POURED CONCRETE ,. , , .;��,, , ,,r - {t ga.s 2. ROUGH - FRAMING I PI.- ,ul`IG - 3. - = 4. FINAL - CONSTRUCTIO11 MUST — — BE COt,?FI-CTE FOR C.O. LJ r1 C— � G P� V a\T t - N`rTRUC'iiulJ SCI^,+_I_ tv`EET THE ►� O J ALL CO (0 f' G. S L�e W/ Co X b ! - .� �" � OF - 1 „ O � p�•opos�.b Io'�x3' RECIU R-Eftl�9`,dT�, C 1-7 R I S M IR 5 a 8. YORK STATE. NOT RESPONSIBLE FOR I o� Ifl kI. I�J. oL I bC>✓�p at:jW�LL$ N DESIGN OR CONSTRUCTION ERRORS. N I� T R t'�AaS � y ” t1 � #i L �1 `� PRo QbSEa 4P.IeACa�2to HAY BAY w/SILT FENCING F ^n , ( i' v t• •� lwrrs aF ctEunr�c to� 71'E 1q/ff/z (� r P g (I {r I^ N I' 7 •O _ MOI'O6EDWOItKAf i''tli +1 CaNfP[.Y WITH GF f'E T ��I e0` pTri C',4rF P I e. s L m`' '_ o y N `1 x Is c. s «., �„►1 ' '1t1'�' t �I__ TH ALL COD�� O� - NEW YORK STATE Cp0F R 236 n` - & TOWN CODES \ NJ N $ 9 P►�oPos a AS Fi�EOUIRED � c-,RPvM L 62- !- — x �► o RI1/�W AY NT _ ELEGTRICIJ.!°'�•'"�CTTOt'1 Rcqumro 4- N u f J" M v N (.. PLANNING BOARD _ `, w~ I x _ Z) 1 3/`�tl�` I J�y 11 r1 l c.R p L p,t'I F J- ^' 3 .._._ . 'N TRUSTE �P(�555 To to D r- G off c-R 1;=T M _9 I N 3 -� Z x t 2- 'r-1 - 1' ,DEC - p,T b c� e(� a P r t-4 t-4 cl 5 N u x t P r I 11 t le-I,OLArsT (z) S/ YL ( I/� rllcRoLA�tS M (� 13� SII/'� lc.RoLAMS a >s✓x1 p 77rala ' ,, , . _ , r , , .., , . , , . . . .• -, -�- -' (21z� 12 d O '.� A.Sr�T OIJ , [''i, 4 / ri, /• / / ,�i, / /r /� / �/!: r •4 ., r „i; /Y / r/ / , , ,r / / r' _ q �(,� O, [•{Ib (� X. a g s, •,. , t' i , / 1 l` r , •�,• r I � - Ji � , I',:, ,,. ,� . ,. •, WW ° o. .b. q�x- � o. .tom ( `� 0 0 _ — — LAM (0 )-1 L�dy� l:a SLR W -- � GOfi�G(�l�Tt';. �PI�O� _2�10 c_J_- �br0•G- ` � pr�flpos�n ii v_fb�v� �— I I- r I_ r r• I I 1- n Iw Or 1 n I- O II `-a" ., bGFZI V wE 2 0 3 o i -o 9 -o I cD I Cn I-� 9 z IN IcD.9 r � 118.°1 LJ / O L..� I ` ! 1 I' _ Ii^ O 1' I I JT O I A i\ I II I{^ O 1, f4ral Sts: ooe 1c?�I�jT1N 131 -L S��Ip.LT opi ve: IQ^y i 30.S b 1Z1� STORM WATER MANAGEMENT DETAILS - 1 - m 1 b r;,, r- L L G A L c.U L P,T I DC`)S -s x Z i 3°17 f--T. IA 5 r Cz) 10 Y-3 0. b risr-- ' to v- J tsLl-•S= tr p ti c rrt>R-sr ar�Aan S- 1=- �,> I . 1.. S i I,� _ .k �lomamola ,. , tz. q.00 lar�lf/l.arutJA'mN(.JIIl111A11bIrEI IIrAI[.�!!1 IIIaPear IIL►IYRD. 1144 11 ��� U t4 (= I� i S t4 r t� t1G z n n sTDaeo>�.�..Al.w M1114CI1�.PAA �� IT � ,•1 ACQMM'16M.lSTaHl1Tf1�M.lAil11ARVO�fNIMIOOCf�1�IfN116. f rNeTnsYMIIgTOCI HACK III r41.AIO� "I" ,Qv„mA„�,��AMD Owu�Rd FINAL GRADE b 11 I a 11 amdt�.E RIt7�T0.M.DSlt11Dd1 1.10 t'f�I E11�Y 1�OP.I.L I ---•_ 1 300 1zPi It�G 1c `' » lrMETAuowlwlafswllMrM►TUTfort]oNls. TO GRADE-WITH CAST IRON 12"MIN. 1+ , ) 11 I I, N J Co +1• PLA41MOfOlOQ.URERSTODdI.rtlt0lJTSAJO PAVED AND COVER•IF UNDER , I ( 21"MAX. DATA: ScTM # 1000- 9� V I Z L ' 17 -" I ( —3 � O 4 ff#Tr NOCALK WM A WFVL WMANr UP IDIIr � I � ••H•, L•vr L P o ST v I _ ml.�cr oowNerans To sralN soaet srsl>7,As JNacAtec.ItEIL DES�RfP'T1pN: . f L R o LP,rl g t e y M '�I M �J101I rtAT!101.Ilr. � -SQ �'f.AREA: LOT COVERAGE: EXCAVATE. FiL1.. t ul — — — — `9 =s"`' DRY WELLS TO 8E IV MIN. � �rI1DaKTsurtnmllnena+a nlmecr. TIGHT�OINNTs5oR35 PRCX4!lmh !t. AM V ``I N sn all.elAcsar+A®I.mins.ea�.IIIJaSTANITAI IN r i AWAY FROM HOUSE 5 yl q 3 Z�' 1.2(o I �-- Zw - 3J '�\ • EY11ltAATlDA1REAf7!' R N 111 v M .�``FY� N lu \/� �/ ti� N ul ( - r �N.. I MIN.SLOPE 1/El"PER FT. CROU'ND DfSTUP.fA 4M �O'J'a' F ti af- �� N o f 0 -� N a f L✓ ..H.. ..D.. r Q }�'-'� up to 4 tt 24"min. WMI210 RrR- I 211Ifl RSR t" �I 2`{ (O RSR ( 2� ID R.(t 1 0 �. 1 1 fito7hmax. 30"min. ' �/3t_`1.2�R• 2- Z1 % "' I e„f D I b.�1) N N (�' y i'�,7 N _ , e r * , I o (M�I s-r c4�.R.A-1 7 eD o.7 sm. rr. i.3 g N N b �, ✓ t T W EXLfnM DECK p Nq.fG O EFFECTIVE W y ' u y I {1 ` I ® ait DEPTH F- PROPOSED GABA 2,3 9 Z tq.1L LI ]J s• 3 Z fD1.YD. N.YLl. ' u + I { ° 7 '+ I{' 1 t J (SOLID DOME) � ' 0 z ,y`Z` �� •y ' ti �� — 1 ( 1 r "'> "`arm 1 ( TMs' 4,�c.(o q!4 A' 8.1 Z % 3Z cu.Yc. cu.Ya F3 I=L O x {zoc Ir ( t I S I r MIN. (2) zcp3Z ` i L 1 W(s a Wp LL Bp-LaJ� :,•NIN. f i I fes„ GROUNDWATER j OUTSIDE DIAMETER ® IJlAMRl1A>9.1EAI1l� 1 • i ' uam.'a COLLAR MATERIALlo — ODlOOI it Ii , i • � � ! , BACKFILLCR wowsowsw i1 ,l ` �(Penetrnion) `✓ 1� ____J OO L (I_O p ,waa•Iruc i r ( ' � � —TYPICAL WINQM OPENING RATEABLE SOIL { I (LE55 THAN 4�•67m'�•OPEl10IG) UNDERLYING SAND AND GRAVEL STRATA L T- � �r�ls ►moo g - S- � °► DABE DEE3RI R R W � R E - � � ��I s �� 7 - --3 --19- RN AS PER TABLE 1604.1.4r N.Y.S. RES. CODE:ALTERNATNE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) SHEET T1TL>: wn1DBCWM om m PROREcrm trAsfE m sQ1EDUI.E FOR w=sTwXn RAt.PANELS w=srRummL PANBS WITH A M1Tm qM THI XNM OF Ina' AND MAMIA PANI3.SPIN OF 8 FEff SHALL 1E PBtd►4TI1FD FOR OMIG�PR01'WnM IN OMIT AND TWb•STORY MaDLrM PANELS St1AL L BE PRMUT TO PRO.EGT NAME aNM QAM OPtENiNt,�, WITH ATTACIemT HmwwAn moil(KERB m=rm 1a09.L4�160P.6.3 AND TAf m 1mL4 Of N:Y.S.ItES10®YTLIL wanuCI>DN Oom its is NO?A SU115TIN=FOR DEUM4RESS�ALL OPaMM MST HAVE DESIGN.PRF5 M uPGRAM w►M M.D� j KENNETH SCHULMAN ALL PANELS MUST BE OUT TO SQE AND READY TO usE ar ANY NEw wvmm AND DOORS.St mm MUST f1E MARf�D FOR WHAT OPENING rr R m OdVE'tl. r r HARDWARE MUST AOLOMPANY SI•IUTTERS FOR DILSTALIAT'PON. ARCHI�.'ECT.P.C. DATfI 209 LYNN AVENL-E 5CALE= OTS n m��'°• •- / E.NORTHPORT, N.Y.p1�1o7�31 ` `•,;;.'�^-e tryfr•l� ',• TEL./F'A?C. (631)38Ci-�.•�oV - JM No, `l 3 S 5” No. -7- Z -------- L AF I E I r\j ff o T F—.- LE V 7 10 1 — 1 F, i y � � � ��,d.T I c� � o - — _ _ , h 2-x 12- R L-1 f r-- v m r-4-r H u c^ sT nW L-t ter Lt=,, t-4 os IS Ib P-=LT, y W 3,&-r,f-14 P,LT St4 1r-4c Tzr sl 2 L pj Itr R 5 z F I s FLT, LT) T o 157 W to e-o CF-rc--r S T I cp.l. 4x4 9T 12 �-,Lu�j. 4:�a-r-rsp, 4 Lmpt=,TsA v I b4 fs- 7 0 f2- S To R 10'� f!s H Ll K P,I e-.,Pr-J IF -r 1 i-=� t:,,-T L L ,-,-Tu k:- 7-0 SOX- QzMF,-t-i c--ct4t-4m<-- -ric-t,4:r, ri i pa L 7 -2- -Z�V i -4 -'ll ;> Tj 1 ;K 2-0 16 P,0 p,t-1 5 li 3t YL S Pk 5t fl tc c-�, TYvt�.l<, ` _� )e(p L rt.r)c�r--?, ola,R V4 S7tjbS- I b H u P,F-I t4 is -7 1 s7s -r P,L L sT va 0 10 Ft4 to 0- W1 2-" )-"ric-Hop, escoL-rs'Z3� Prr F on,I -�-/j /a j <' SGU flKS WP-,5f "E 7 <I7,77 R stns -;7/777 -7-777-7-:7 (0 GLp"p-, W/ (Dye lt7/tv W'W.M, T I OI Q �- -a 4-- -va I'G SHEET TITLE PROXOT NAME KEN7*%TETH SCHULMAN - 19 ARCHITECT,P.C. DATE, (D f -T IE 209 LYNN AVENUE scAm. H E.NORTHPORT,N.Y. 11731 2 eye r- c TEL. PAX. (631)368-23M -A-M NO- 1 cl 3S SHEET No. Table 3.1 NrIlin�Vvh,,!-dvi� Table'3.2C .!rill ew reon sn Pim to Fe�+e"A"•t±aerrt Gsnt*.welrlleEeset rw---- - .------ wft . - - (Anehofr Roth)Resisting Upff t Loads from VWnd CrA� WOUM p Number of • Number of - . ` Joint Description - Co m on Naris - Bat Nails . Nail swag (Prescriptive Alternative td Tattle 32) • ..,Faaq.�sii,e- 7 s. -F a, ,•F e 4.,-am®, ,::..:.. _,_; .: .:'':''•::i+ "`��°„�"1 5"'� CONCRETE&FOUNDATION NOTES N RAL NOTES - - ••„ -_ .. •. „�'-.NOOFFRAMING -.. ,,_'.':• ,..-': Wind Spaed3•eeeewd 1. These notes shall apply to the General Contractor each Sub-contractor and the Owners own forces.Each Contractor shall 1.All footings shall bear on vtrgln soil having a minimum bearing capacity of, . (i)ton per square foot Ail - , . C,-t•k:' Nstfmph) 110 IIS 120 130 140 150 1g0 170 110 i!S Stu P dy and familiarize himself with the site and with all trades and arts of the work.Each Contractor shall cooperate and coor xterior footings shall be a minimum of 3'-0"below grade unless noted otherwise In plans. Rafter to Top Plate (Toe-naliedj (see Table 3.4A) (see Table 3.4A) per rafter .All existing fill,roots,and other unsultabte beaNn material shall be removed and footings carried to the Sig or Bottom!Mate tb FqundatlortAndhor I>Mm dlnate his work with the work of other Contractors. g Calling Joist to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per joist • � Sm Famdation Slpporthlg JWmdn um Anchor Bolt Spacing(M.r 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 t verity assumed soil beating capacity and assume fuc cried sl the for Ceiling Joist to Parallel Rafter (Face-nailed] (see Table 3.9A) (see Table 3.9A) each lap - -_ -_- hprpin-And chall ho Inr^rn^ratad Int^wnu anti all anrna.»ant"1.^tw^..n.1...n.....a-..AH...r.,�- . batt MnMnrt^r 1n alio>t♦ont act cri t.... rif ...sume s l b ..ring. p ...ty an.r..ssu ..,-r-- � _�»-"«•_-`.�»,._-� _8 %-.-_«.r i... -. 1 �.wr n ones . . 3. Nothing on this drawing shall be construed as modifying In any way the Contract between the Owner and Contractor or the capacity prior to the pouring of any footings. - . CallarTletoRaftor(Face-naUed) (see Table3.6) (see Table 3.61 per tie - 1-3stm 72 71 S7 43 35 30 27 24 22 . -20 Contractor and Sub-Contractors. 3.Minimum compressive strength of concrete at 28 days to be as follows: concrete t'o have 5 to 7% air-entainment Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end 2x4 Mlteriorianes 4. Each Contractor shall comply with the requirements of the New York State Uniform Fire Prevention and Building Code,New a)footings,piers,foundation walls:f ce 3,000 psi stone concrete , per R4 0 2.2 Rum Board to Rafter(End-nailed) 2-16d 3 16d each end .. York State Energy Conservation Code,Federal OSHA,and all of the Local Governmental Agencies having jurisdlctlon,Insofar as b)slab on ground:f c=2,500 psi concrete r"a i'�R.�!� ' S�is rs a 9r�a, P.S,I. - :;.yyI UpgR leads i-3 stories 72 66 50 41 35 31 -28 26 23 applicable to his portion of the work. c)superstructure,slab:Tc=3,000 psi stone concrete yY - >r Erld zones 5. The Architect shall not be responsible for the performance of the General Contractor or any Sub-Contractors,nor shall he 4.Anti-hydro shall be added If pouring takes place at 32 degrees F or less. Top Plate to Top Plate (Faa naAed) 2-16d 2-16d per foot 2� 1.3 storks 72 72 68 Si 4236 32 29 26 23 guarantee the perYormanCe of their contracts. 5.The wood sole plate at exterior welts on monollthlc stabs and wood sill plate shall be anchored to the founda- Top Plates at Intersections(Face-nailed) 4-16d 5-16d joints-each side - 6. All existin , g tion with anchor bolts spaced a maximum o r1 on center.Anchor bolts shall also be located within 12" from i-3 storks 72 72 72 60 49 4Y 37 34 31 27 g equipment,utllltles structures and other Items lnterterin with the Installation of the proposed equipment and 9 Stud to Stud (Face-nailed) '2.164 2-16d 24"o.C. StrurturpC shall hp rpmovad And rPnlarpd And c1.a11 ho etr1,1-+t^.nn.n 1..f t%n n.....n. v -e-- - a-_-.-.,.,._.---.->--_- - the ends of each nlate sortinn.Bolts shat!hp At IpActP tA,"In rltamatpr And chn11 pvtpnd a minlml.m etf7"Intn "eager to newwr trace-naneol ibu Lod in"o.c.arong eoties . - verify the actual tocaUon of any and atI utltitles,process plping and related Items prior to the commencement of work.Afi costs masonry or concrete•inere snail be a minimum of(1)bolts 1n any one sill. Table 3.4A Rafter and/or Coiling Joist to Top Plate Lateral and Incurred shall be the reponslblllty of the Contractor unless otherwise agreed upon by the Owner. 6.Perform required alteration to existing concrete.New work Installed adjacent to and connecting with pres- Top or Bottom Plate to Stud (End4alled) 2-164 2-16d per stud Shear Connection Requireillefttf Exposure ® 7. All dimensions and locations as Indicated on the drawings shall be considered correct,but shall be understood that they are ent work shall match existing.Joints between new and existing work shall be trawled smooth and even. . t i subject to modiflcatlons as may be necessary or desirable at the time of Installation to meet unforseen or other conditions. Provide expansion Joints. . Bottom Plate to Floor joist,Bandjoist,Endjolst 2-16d 2-16d per foot .. (Prescriptive Alternative to Table 3.4) 8. DO NOTSUILE DRAWINGS Written dtmenslons supersede stated dfinenslons and are subJect to revisions as per actual field con 7.A concrete block foundation wall shall be accepted In lieu of poured concrete where permitted by Local or Blocking(Face_nailed) dltlons.The Contractor shall verify all dimensions and conditions herein shown and all discrepancies are to be brought to the c arp A act's a ,;.,' ;::> ,FLOOR F NG,: : ::_, ;•';•;;.. ;::.,.:_ .. odes. RAtYh ommencinq with the work. 8.Protide continuous ermite shield with all Joints sealed along perimeter walls and shielded termite rc t ttention before c 700-yr.Wind Speed 9. If In the course of construction a condition exists which disagrees with that as indicated on these plans,the Contractor shall collars at plumbing pipes In crawlspaces unless otherwise noted. 3-second m h stop all work and notify the Architect so as to alleviate such conflict without burden to the Owner.Should he fall to follow this 9.Footings at different levels shalt be stepped so that the clear distance between adjacent bottom edges shall Joist to StI,Tap Plate nailed) r(Toe-naUed) + 4-8d 4-10d per joist Wa1) 110 115 120 130 140 250 160 170 180 195 procedure and continue with the work,he shall assume all responslbllfty and liability arising therefrom. not exceed a slope oTone vertical to two horizontal. ►-- - BNd;ing to Joist (Toe nailed) 2-8d 2-lOd each end Blocking to Joist(Toe-naNled) 2-8d 2-10d each end Rafter/telling Joist Hem Nemtber of 8d Common Nails or 10d Box Nails(Toenafkd) 10. The Architect shall not be responsible for,nor have control or charge of construction means,methods,sequences,or pro 10.Backttll sha11 not be placed against foundation watts until the concrete Is of suff)dent strength and untlI the Blocking to Silt or Top Plate(Toe-nalled) 3-16d 4-16d each block Spacing(In.) Required in Each Rafter and/or Ceiling Joist to Top Plate Connection'ms's cedures,or for safety precautions and programs.Contractor shall be repo risible for adequately bracing and protection of all walls are properly braced top and bottom by the horizontal floor or by adequate temporary bracing. Ledger Strip to Beam(FaciHruilled) 3-16d 4-16d each joist ft. - work during construction against damage,breakage,collapse,distortion and misalignment according to applicable codes. 11.Concrete Foundations shall be poured continuously.If pour Is Interrupted a vertical key shall be provided. Joist on Ledger to Beam(Tae-nalled) 3-8d 3-10d per joist 8 2 2 2 2 3 3 3 3 3 3 11.The Contractor shall check and verify location of any existing overhead or underground electrical or other hazardous utlll Horizontal Joints are not permitted. Band Joist to Joist(End-nailied) 3-16d 4-16d per joist 12 ty lines and to arrange for their safe relocation. - 12.Contractor shall verify dimensions and locations of slots,pipe sleeves,Inserts,anchor bolts,electric con- 10 2 2 2 2 3 3 3 3 3 3 12. The Contractor shall be responsible for temporary electric,water,toilet facilities,fencing,barricades,security,and clean- dults,etc.as required for trades before placing concrete. Hand Joist to Slll or Tap Plate(Toe-nailed) 2.16d' 3-i6d per foot ,,.,;.: ,_ „f,, ,,._. '.1 - Owner and the Contractor, pori completion of work,Contractor shall broom dean all affected 8 2 2 2 3 3 3 3 3 3 3 up as agreed upon between the U 13 Concrete•work Included; areas and cart away all debris. a)all footings,foundations,steps,platforms,etc.,as per drawings. 1 10 2 2 2 3 3 3 3 3 3 4 b)all concrete slabs. I �_ RODE S1fEJITHlf11G 13. Contractors or Sub-Contractors whose work and Installations require sleeves,hanger Inserts,bolts,anchors,etc.,to be c)all other work as required by drawings. ago al Boa d Panels Sd 14d (see Table 3.10) 24 8 3 3 3 4 5 5 5 5 5 S built Into the work of other Contractors,shall Install or provide these Items to the appropriate Contractor who will set these to d)set anchor bolts. Diagonal Board Sheathing iQ 3 3 3 4 5 5 5 5 5 6 work In the locations established by the Contractor who requires these Items.These Items shall be provided and their locations 14.Damp proofing:work Included; 1"x6"ori"x8" 2-8d 2-10d per support coordinated sufficiently In advance,so as not to delay the progress of a job as a whole.All such Items shall be Incorporated so - a)all surfaces lI be damp proofed shall be dry,clean,smooth,free of dust,dirt,voids and cracks and shard per support they w111 meet the correct physical elevations of floors at each level.They shall be secured Into the framework for concrete so ro actions. 1"x10"or wider 3 Sd 3- 0 as to maintain their ro er location and osltion du P j - - _. cEIUNGSHEArHtNc..=_--. ;.•.-_:.; f;-`;- ;;- ;:;;.:;;•;'; .• Table A"3.6 Ridge Tension strap Connection Requirements for p P P ring the loci" ofcncreteand rem � Y � , Wind ���®�uru � D g oat of formwork. b)atlovr24 hours prlCrto backfllling. 14. The Contractor shall conduct all work to preclude the effects of weather on completed work,or work In progress.The c)apply mastic emulsion only when temperature Is 40 degrees F and rising and In dry weather. Gypsum Wallboard Sd coolers 5d coolers 7"edge/10"field Contractor shall assume all responslblllty and expense of temporary enclosures where necessary.Dust partitions are to be ' °.. --�o=� (Prescriptive Alternative to Table 3.6) rovided be d)app! telotex Trowel Mastic or a roved a ua o WALL •col :-. •; p twee"work areas and the rest of the build!" Y PP q I n all foundation walls below rade at basement and crawl g 9 spaces. Dead Load Assarrlptions:11 jf/Celling Assembly DL=15 psf 15. Each Contractor shall be reponslble for all loss or damage arising from the action of the elements such as water heat wind Wood Structural Panels Sd 10d (see Table 3.11) or other unforseen dirttcultles which may be encountered In performing the work to be done under his contract.In the event e)mastic shall be applied at the rate of 1/8"thick wet. Structural Fiberboard Panels 7011-w.Wind � of any suspension of work,each Contractor or Sub-Contractor shall protect his work and materials against damage.Any work - CARPENTRY NOTES ` 11 ga.gals. roofing nail . 3"edge/6 field 110 !15 120 130 340 iS0 160 170 1110 19S or materials that have been damaged or destroyed because of failure of any Contractor or Sub-Contractor to protect hls 1.insulation shall be fiberglass bans-foil one side,unless othetwlse noted,thickness as shown on drawings. 1/2" " 3 satotldfust fn+P►►) Staple Pads s foil OVER framing. work or materials shall be corn fly removed and replaced b the Contractor. ' (0.120"x1-1/2"long x 7/16"head! P P y „ " Roof span 16. Any materials or workmanship found at the time to be defective shall be remedied at once,regardless of previous Inspec . 25/32 . 11 ga.gaiv. roofing nail - 3 edge/6"field Roof Pitch ft Number of Bd Common Nafls or 10d Bar Nails 1n each end of 1-1/4"Strae"Al" tion.The Inspection of the work Is Intended to aid the Contractor In applying labor and materials to and In accordance with the 2.All exterior nailing,in exposed exterior wood,shall be aluminum or galvanized. (0.120'x1-3/4"long x 318"head) specifications,but such Inspection shall not operate to release the Contractor from any of his contractual obligations. 3.Provide"cats"at all exterior and bearing walls and alt walls over 8 feet high.All stud framing having an 12 1 1 1 2 2 2 2 3 3 4 - 17. All new materials and Installations shall be in accordance with manufacturer's latest printed speclflcattons and with code unsupported height of more than 10'-0" Is to have stud bridging or otherwise be braced In an approved man- ,,,, r,Wallbdard Sd coolers 5d coolers 7"edge/10"geld 16 1 1 2 2 2 3 3 4 . 4 • 5 requirements. ner at Intervals not exceeding 8'-O". HaMboard 8d 8d (see Table 3.31) � v4'+' ,.., r . ` " - a , . �F """ , '. 18. All materials shall be new,as called for In the drawl" s and the b 4.Atl floors deal ned to withstand a o !a ' .a2;.'„.q3 H- '' ,-' i •. .. r g > est of their res active kinds.No substltutlon shall be made 9 c mbined Ilve load and dead load otSO per sq.ft.for Ilvin areas and 40 Partkkboard Panels 8d Sd see manufacturer .;=r:- ,d.:'": r„„,s. 'e '- :;^ ..,;c,:-:��r.<•,,.N. -r a3,' -a ; .. by the Contractor without the Nor wrl ( ) 3:12 ?, 4rz,>.;; .ag,.2=; . :: ;_^ 2 i. t{ :•>s r - P tten approval of the Architect.For portions of the♦fork not shown In detail but which per sq.ft for all other areas. ia_ {t' ,,,` , .,,. x. r ,- _ ,.c, .: __ rtY � .* „ �, a,- t.- e a shown generally,or for reasonable Inference as being required for a proper and compete Installation the material 5.Design timber stress-Fb+850,E=1,600,000 pat,Douglas Flr Larch No-2. DbgonaiBwrdSheathing � .::;t r,t,2. ,�. ( 2;,1,, _g:.x >., ,. a`. 1$.. c ar,.. _ •, '1,:: :.s; . ,xis.z1J "a methods ' " ..; „ . _t t.:,,.., a.Y _ �, •n- :A :Lits. ,aq ,and workmanship shall conform,as a minimum,to the 6.Provide cross bridging or solid blocking @ 8-0 oc maximum floors and cellings. 1"x6"or i"x1" 2-8d 2-SOd per support 32 2 2 3 3 4 5 6 7 a 5A 9 typical or representative detail throughout the corresponding parts of the building. 7.Studs,silts,posts,beams and joists shall be construction grade Douglas Flr No.2 appearance. 1"x10"or wider 3-8d 3-30d per support - - 36 . 2 3 3 4 S 6 6 7 8 - 19. No materials of any kind shall be used upon the work until It has been Inspected and accepted by the Owner.All materials 8.Studs are to be doubled at the sides of openings In exterior waits and bearing partitions.All headers 5'-0" ,�:';•'r „ '^: 1:=:. ::„ :.:..;.: .:;' refected shall be Immediately removed from the work and nota aln offered for Ins a er to have a minlmum of a double ack stud on both sides of o e In . - • FLOOR;HFATHING~:-.•._. >.._ ,,.�`.:�:., ,;`:;.;.,.,-` 12 1 1 1 1 2 2 2 2 3 3 9 P coon, an ov J P n g 20. All work shall be executed In a workmanlike manner and all mechanics shalt be skilled In their trade. 9.Joists supporting parallel parUtlons,spaced apart to permit the passage of plping or duct work,are to be Wood Structural Panels 16 1 1 1 Z 2 Z 3 3 3 4 21. No note or detail or lack thereof shall be construed as relieving the Contractor from execution of alt work In accordance blocked at maximum 16"Intervals on bearing partitions and 32"Intervals on non-bearing partitions. " .`_.. ,.,y;Yy, r =°'. F ,.,ro,1°s'+, . _ .yrt "e"u'' `."--L-�:•sN ';.v'>' '%:tij`.'. , .'._°C'"'..e-. ' •„tea wltfi all state and local 1 'or less Bd 30d 6"edge/1Y field _r. , , z 1 y,_ ; - � t r4 y d,, ry,. _ry y y , ,-, >� . ,.,, .-y codes. 10.Where Joist hangers and other steel frame carriers are Indicated,contractor to provide and utilize the reate than 1" 30d 16d 6"e e 12"field 4:12 �a ,;t Y y p4, + � r , 2 - w ;.3 'r fi ;- - . e ;1 22. Arcfiltect Is not retained for site Ins ti n r L f dg / Y.. „-t, ,�.,n k_, � F.y, ,z. s�;; ,A-- - ,,, k, k� T!C ,, a t ij),+, pec o s and/or observation of the construction. p oper smooth shank and/or annular ring nails as recommended by the hanger manufacturer,to Insure the ,3 Y�a ;.a --p- ;.'�w - '_v y eg•�t�:. r'"' r,. t':" 3°^�' �_•. 'f= �� .,.,�A ' ,�•4 :«~s ,r� 23. The Architect has not been retained Dfa nalBoard Sheathing ., .,.. . .,,;;, 4; 1<:, '2.:,_r. 3 t 46 7•,, ({ rat i on this project for bidding and/or the negotiation and administration of the Contracts appropriate shear and wlthdrawl capacity of the fasteners. '` ' '� tom• " "� for construction of this project 11.Provide Firestopping aft required In compliance with part R602.8 of NYCRR. fo , _ ti. i.:s ,ti ff 1"x6"or 1"xg"' 2-8d 2-30d per support 4 32 2 2 2 3 4 4 5 6 6 7 , , - 24. No request from any party for Information regarding clartflcation,ampllflcation or explanationof the drawings or notation, 12.Do all cutting and patching for alt trades.In bearing walls or partitions,no stud Is to be cut more than 1/3 of i"x10"a wider 3-Sd 3-30d per support 36 2 2 3 3 4 5 5 6 7 8 or request toe permission to vary or deviate from the requirements of these drawings or notations,will be entertained by the Its depth to receive piping,duct work, or electrical wiring. - - -�-- - . 12 1 1 1 1 1 2 2 2 2 3 Architect,unless they are set forth!n writing and addressed to the Owner.If the Owner refers these requests to the Architect, 13.Provide double Joists under all posts,partitions paraliel to joists and around all openings.Provide double 16 1 1 1 1 2 2 2 2 3 3 the Architect will,with reasonable promptness,consider the matter and respond in writing to the Owner for transmittal to the framing around skylights.Double all beams or jolsts under bathtubs and heavy appliances. Table 3.9A Raftelf Ceiiin lohlst Heel Joint Connection R Irerneatat .J , '„ r.,,p `' x (T, _, 77,T•� " ` party concerned.The Architect does not,nor will not,assume any responsibility with re and to the above mention **14.Contractor to provide"Sim on"hurricane cli s on all raft r t d rt., > _- , r � � �,.,, �� � � �. , _ � • x ::§, g ed types of Ps P e to s u connections&on all stud to box . 5:12la•, �1. a -,•`' n � L ^ .., Inquiry unless above procedure Is followed. beam connections. Rrescri Uva Alternative tD Table 3.9) : ' ;.:�>. -�I _• % `,-': � ;'=�;; . %_�,,,�.v _ . ;. :,4�,' ' /► yy { '' „, r�;T,_. §T-yt 4•�• r 23. The Architect shall not be responsible for the pet•formance of the General Contractor,anySub-Contractors or the Owners 15.All exterior openings shall be properly flashed. P- lt.^#'.c 21.3�� ,"-"Y. _� 2-}-_ti.-: "v".A '�r".'i, ..i:�- ."s'�':, ;_ u'',^;f`4;s ?y+�•; �-i'" -:',s:,»��' ;irK ks� '3"�.� .i'. '• -•h.,:1�• _ N,; _- '.r��: 4� _t• x:<„ ; .1411152 r.': r i;-." . ,,4r; own forces,nor shall he guarantee the performance otthetr contracts.The obllgatlon of the Contractor shall not extend to the 16.New work shall tie In and lap Into existing so as to prevent leakage. 32 _ 2 2 2 2 3 3 4 4 5 6 liability of the Architect,his agents or employees. 17.Flashing to be provided at all floor penetrations,pipes,vents,skylights,chimneys,and roof ventilators. Roof Live Load Ground Snow Load 36 2 2 2 3 3 4 4 5 6 7 26. Items shown on plans but not specifically stated In the specifications and/or vice versa shall be considered to be Included Flashing to be provided at hips,ridges,valleys,changes of roof slopes,gable ends and top of foundation walls. 20 psf 30 psf 50 psf 70 psf In the contract. All roof Intersections to have flashing to extend 8"In each direction.All flashing to be aluminum unless noted 12 1 1 1 1 3 I 2 2 2 2 27. Items not spedflcally called for by manufacturer number or grade speclflratlons,shall be furnished In the most economical otherwise.All rafters to fine up directly over studs. Roof Spm(ft) • . 16 1 1 1 1 2 2 2 2 3 3 model,grade or manner of Installation. 18.Install shims to provide floor pitch under sheathin and er endicular to the ro f 12 24 36 12 24 36 12 24 36 12 24 36 r."W, �*t. Y11 f `r.-I'T` 'rr ` • `<'"'� ^ "�°u f' s 't 9 P P o joists to provide for root P;1% ,n;.,K, '.� . , ,z Zr . ., ,,.; , .. ,, ;,w: a t'^_ "t c4,:t, 28. Each Contractor shall carry Worker s Compensation Insurance In the amounts prescribed b Jew and Ilabltl ventin In v ` '- -i �''•";-x '•"a � +_ Y ' " " automobile and other Insurance In thea Y ty,bodlt Irt u 9 6:12 v f� ;+ -;-:i.<af=' z.ayz1 --" ?:'" l"'� �; - - .:'`rs q „_ - C.',� .ji,>4 d mounts and periods satlsfacto to the Owner.The Archlte t Rafter t 1,1 s s ,; "YS 4, 1 -- _ f 5 ,fir- rZ • u=,:;�T t<�;,j * ' ,r; . � c "..t rY ct shall be Rated as addition fie roof areas. Rafter Slope Required Number of 16d Common or 40d Box Nails per Heel Joint Connection w�j Vin, .'i�" ', 2 },+,< � „.-, 4� - . '?� „, _,s ,� ra?a + s yi^r al names Insured. 19.All Interior leaders are to have 1/2"foam sound Insulation. ,: •s 1 _ x��??: r _. :,, .r ,.. .t.�: u,- .,. " +. ..s� ��',:,I 29. The Contractor,Its agents,servants and employees shall Indemnify and hold harmless the Owner and the Architect and . 20.All Interior doors to be 1-3/8"hollow core lauan veneered with approximate hardware.Contractor shall • Spacing(in.) 32 2 2 2 2 3 3 4 4 • 5 S their Agents and Employees from and against ail claims,damages,losses and expenses Including Attorney's fees arising out of stipulate an allowance for all lock sets. 12 3 - S 8 3 6 9 S 9 13 6 12 1 36 2 2 2 2 3 3 4 4 5 6 or resulting from the performance of the work, 21.Use waterproof membrane flashing over all outside doors. 3:12 16 4 7 10 4 8 12 6 12 17 8 15 23 12 1 1 1 1 1 1 2 2 2 2 30. In any and all claims against the Owner or the Architect,or any of thler Agents or Employees,cy any Employee of the ROOFING i 19.2 4, 8 12 5 20 14 7 14 21 9 18 27 16 1 1 1 1 2 2 .2 2 2 3 Contractor,or Sub-Contractor,anyone directly or Indirectly employed by any of them,or anyone for whose acts of them may ,FF,.' ,ria.. �.:r,,:*- •§A%rr.`:. a'3�=+rs„t,_ ?;';.s'-..'�:"_., - �i3?`, -"d „;�:,.•2fli<,;_; =5," 's a,:-..17z" .,.•2,; ;.T"`,,Y_ r- :, """,•_:s`".*. lii,_ be liable,the lndemnlflc�tlonobll ettonunderthls ra ra g pa g ph shall not be limited In any way by any limitation on the amount 1.Fasteners for asphalt shingles shall be galvanized steel stainless steel al uminmm or co er rooAn nails PP 24 .'� 10 15 6 12 18 9 17 26 12 23 34 s= k x:>::,-, :: .,: a . .•rz� 12 .3, •-. r, �-, �= (,;, ?` ( ;:,,. -. . ;., :i .., >. •. t: 'r '. 3' ,. .- r.:. 'i .,..:,; ' ,.: -A-v'." or type of damages,compensation or benefits able b _ , 9 , 7:12-12:12 m. ,,, t r ,. PaY Y or for the Contractor or Sub Contractor under Workers minlmum 12 gage shank with a minlmum 3/8 diem er i if4, Y r 1>2 C, .}>< -: , r.2; T3 ;, §;:{•s .. _t et head,A5TM F 1667 ora Aen 12 3t 4 6 3 5 7 4 7 10 S 9 13 "�- �,:a'. ,,,5. f . :,,.,: ..._ ;s.:.` °i:k>...=. '_,..-.:3� °.. .< <• •;�,.. 3,.,• : Con ensatlon Acts Dlsablll benelltA , gth to penetrate through , , b :£ :,� 1 t, :x F-:2= F :,� ` <a�, s°4 _ u�r�,� :` , - P ty cts or any other Employee Benefit Acts, the roofing materials and a minimum of 3/4"Into the roof sheat " hing.Where the roof sheathing Is less than 3/4 ", '-' , ._ •-: •'_'4-• "'_ ;! .>k rt . 3. "':%$a 5+ :v. _''�:'( 'sr 31. All work let under these drawings shall be guaranteed against defects In material and workmanship for a period of one(1) thick,the fasteners shall penetrate through the sheathing.Fasteners shall corn 1 wit i *EXCEPTION:As a fY h ASTM F 1667. ` 16 3 5 8 3 6 9 5 9 13 6 12 17 32 2 2 2 2 3 3 3 4 4 5 year from the date of the acceptance of the Owner.Granting a Certificate of Occupancy,or the Owner's use of the premeds phalt strip shingles shaft have a minlmum of dxfasteners per shingle where the roof IS 4:12 - 35 2 2 2 Z - 3 3 4 4 5 6 shall not constitute acceptance of the work. In one of the following�atagorles:(areas within I mile trom the waterr� 19.2 3 a 9 5 7 it 6 it 16 7 14 21 32. Contractor shall inspect site and make all appropriate Inqulrires to determine conditions and field Construction criteria a. The basic wind speed per Flgure R301.2(4)Is 1,10 miles peir hour or greater and the eave 8 11 5 9 13 7 13 29 9 17 26 Prior to submission of bids,and shall make no additional claims regarding site conditions thereafter. Is 20 feet or higher above grade. 24 4 33. Contractor shall obtain all required approvals,permits,certificates of occupancy,Inspection approvals,etc.for work per b.The basic wind speed per Flgure R301.2(4)Is 120 miles peer hour or greater. 12 31 3 5 3 4'' 6 3 6 8 4 7 14 formed from a encies havin 2. Asphalt shingles shall only be used on roof slopes of two units vertical In 12 units horizontal(2:12)or greater. 5:12 1 3 4 6 3 5 7 4 7 11 5 9 14 34. Unless otherwise agreed up n bletween the Architect and Owner, the Owner shall pay for and Contractor shalt obtain a For roof slopes from(2:12)up to(4:12),double drideriayment application Is required In accordance with Section building permit from the village prior to starting any work. R9o3.2.7, 1 4 3 - ,5 7 3 6 9 5 9 13 6 1 1 35.The General Contractor shall coordinate scheduling ofSub-Contractors and other Contracts and shall rovlde eve p ry possl 3.Asphalt shingles sltatl have self-seating strips or be lnterlocking and comply with ASiM D225 or D3462. 24 3 6 4 4 7 11 6 11 16 7 14 21 bie cooperative effort to coordinate completion of all work.The General Contractor shall cmplete a comprehensive shcedule 4,In areas where the average dally temperature In January Is 25 degrees F(-4 degrees C),or less or when 12 3 3 4 3 3 4 3 4 6 3 5 8 of all work pertaining to all contracts and shall submit same to the Owner In an acceptable format for review well In advance of Table R30120)criterla so designates,and Ice barrier that consists of at least two layers of underlayment 7'12 16 3 3 S 3 4 5 3 5 8 4 7 10 GYPSUM WALL BOARD INSTALLED IN work commencgment cemented together or of a self-adhering polymer modified bltumin sheet,shall be used In lieu of normal ACCORDANCE WITH CHAPTER 7(INTERIOR) 36. Contractor shall coordinate construction activities with Owner to minimize Interruptions to normal owner operations. underlayment and extend from the eaves edge to a point at least 24"Inside the exterior wall line of the bldg. 19.2 3 4 5 3 4 6 3 6 9 4 8 12 37. The Contractor shall conduct all work In such a manner so to not Impair the structural Integrity or stability of adjacent 5.All metal flashing where called for on plans shall be aluminum. 24 3 5 7 3 5 8 4 8 11 5 10 15 16d NAiLAT24 IN.O.C. 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 as required and shall connect them to the approved storm damaged Items to the sabstactlon of the Owner,and at the Contractor's expense.the Contractor shall bear any and all costs water drainage system as required. 12 .1 3 3 3 .3 3 3 3 5 3 4 6 GYPSUM WALL BOARD INSTALLED IN associated with Work Discontinuation,Engineering Consultation,Materials Testing,Repair and all miscellaneous related Items. .7.Alt exterior openings shall be properly flashed. ACCORDANCE WITH CHAPTER 7 t 16 3 3 4 / 3 3 4 3 4 6 3 5 8 38. The Contractor shall have a competent representative or foreman present,who shalt follow without delay all Instructions 8.All work shall bear a written one(1)year guarantee from Roofing Contractor from the date of the Owner's 19.2 3 3 4 3 4 5 3 5. 7 3 •6 9 WOOD STRUCTURAL PANEL of the Owner or his/her assistants In the prosecution and completion of the work In conformity with this Contract,and shall acceptance 9.12 INSTALLED IN ACCORDANCE have full authori to su 1 labor and materials Immediate) The Contractor shall also have a competent representative avail' 9.All roof Intersections to have flashing to extend 8"(measured vertically)above flat roof. 16d1VA1LalT241N.O.C. - tY PPY y. 24 : 3 4 5 3 4 6 3 6 9 4 8 12 WiTH TABLE R602,3(1) able to redeve telephone messages and provide a reasonable reply as soon as possible,but not later than 24 hours. 10.Built up roof is to be of3-ply built up roof with gravel topping;tie Into existing. 12 3 3 3 3 3 3 3 3 4 3 3 5 39. The Contractor shalt,at all times,provide constatn and easy access and safe and proper facllltites for the Inspection of all 11.New work shall tie In and lap so as to prevent leakage. ad NAIL AT 6 IN.O.C.ON ALL FRAMING parts of the work. 12.AN exterior nalling shall be aluminum or galvanized. 16 3 3 3 3 3 3 3 3 5 3 5 8d NAiL AT6 IN.O.C. ad NAiLAT 12 IN.O.C.ON ALL WOOD STRUCTURAL PANEL O.C.ON ALLLFRAM NG MEMBERS NOT t ns arising out of his contract or work com0 afar,the Contractor shalt deliver to the Owner any waiver or releases ofany 13.Flashing to be provided at all roof penetrations,pipes,vents,skylights,chimneys and roof 12.12 19.2 3 3 3 3 3 4 3 4 6 3 ,f p ed as of the date of the request for payment The Contractor shall also deliver ventilators.Flashing to be provided at hips,ridges,valleys,changes of roofslope;gable ends and top offoun- • (ALL PANEL EDQES)' FRAMING MEMBERS NOT AT INSTALLED IN ACCORDANCE AT PANEL EDGES all manufaLturers'warranties,guarantees,operational and maintenance manuals pettaining to his Work:furnish evidence dation wells. 24 3 3 4 3 3 5 3 5 7 3 6 9 PANEL EDGES WITH TABLE R602.3(1) - satisfactory to the Owner that all payrolls,bills for labor, materials and equipment,and other indebtedness connected with his 14.All skylights Installed In roof system with pitch of 3/12 or less are to be mounted on min.4"high curbs. . • . work for which the Owner or his property might In any way be responsible,have been paid or otherwise satisfied.Each con 15.Install shims to provide roof pitch under sheathing and perpendicular to the roof Joists to provide for roof tractor shall also deliver to the Owner written guarantees In form and whose terms and extent will be established!n the venting In flat roof areas. (a)OUTSIDE CORNER DETAIL (b)INSIDE CORNER DETAIL agreements between each Contractor and the Owner. 16.All Interior leaders are to have 1/2"foam sound Insulation over PVC piping. 41. Each Contractor shall be responsible for cutting,fitting and patching of his work that maybe required to complete the ELECTRICAL NOTES work of his contract,no Contractor shall endanger any work of any other Contractor by excavating,cutting,or otherwise altering any work ofany other contractor,and nb Contractor shall do so without the prior written consent of the Owner. Any 1.All electrical work shall be confined to the space and location allowed for It,and shall be In strict confor- 5/8"�R costs caused by defective or III-timed work shall be borne by the party responsible therefore. mance to the National Electric Code and governing municipality. I/2' 1M1N. 1"(/31 5 a�vP-p,"E• 42. Contractor shall brace,shore,reinforce and/or underpin all structures,Including neighboring structures,as r•equir•ed for 2.Provide separate circuits for all appliances,amperages based on manufacturer specifications. safe operation.The Contractor Is to take all necassary and prudent steps to shore and brace existing structure prior to 3.Contractor Is to verify with owner,if the owner will be purchasing appliances and having them Installed by Wall stud W/�S{-it�t2 5 Installation of headers for new openings. The proper and safe execution of this work Is the sole responslblllty of the Contractor. others prior to submltting a bid on the protect. TABLE R301.2.1.2 Bottom Plate - . 43. Equipment and devices of a temporary nature required for the construction processes and protection thereof,such as scaf 4.Contractor shall Install,as per Owners direction,any and'all intercom,alarm,thermostat,telephone and/or • , WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE Wall Stud Z ,A folds,staging,platforms,runways,hoists,ladders,chutes,temporaryfloorin y protectioins,etc,for TV Antenna wiring In walls prior to sheetrocking.All wiring shall be concealed In walls,floors,or ceilings. R301.2.1.2 Interna)pressure.lX indows in buildings lo= a,b,c,d Anchor Bolt 9,guards,callings,shaftwa FOR WOOD STRUCTURAL PANELS Anchor Bolt the protectiotn of workmen and of the public shall be provided,erected,and maintained In accordance with the requirements 5.Alt wiring shall be copper and all work conform with NEC and NYBFU and shall be Board of Fire Underwriters sated in wind-borne debris regions shall have glazed Bottom Plate Floor Joist r` of the New York State Building Construction Code,and all other laws, rules,or ordinates of all Governmental Agencies having approved and Include the following: FASTENER SPACING(inches) Steel Strap lapped under sill plate Jurisdiction.Contractor shall provide,erect,maintain those Items required for use,obtaining all necessary permits,Inspections a)all wiring for new switches,outlets,fixtures,re-dreulting necessary to allow for all new work,all rewiring of openings protected from wind-borne debris or the build- . •' R Panel span<_4 4 feet<panel 6 feet<panel I/ 1> - and approvals,and remove those items which have served their pur ose and when directed by the Owner unless otherwise existing fixtures and labeling of circuit breakers to Indicate circuit use. trig aha]t be desiened aS a partially enclosed building ll]aC- FASTENER TYPE feet span s 6 feet span<8 feet 1 �Z-� G u4 stipulated, p b)furnish NFBU Certlflcate at tom letlort ofwork + P � cvRBot-� l;lotloxr_F B14g915 44. Contractors shall make timely submisslons to the Owner of the various Items as set forth so as to allow reasonable and ode 6.Furnish and Install single station smoke detectin alarm device n compliance with Sec- of NYS Bullding cordance with the Building Code of Nely York State. No.6 Screws 16" 12" 9" quote time for review, osslble correctlotn osslble resubmisston,and for approval ofsubmisslons without delay!"the Code and shat!be provided outside each separate steeping Brea,In each sleeping space and on each floor levet. Glazed opening protection for wind-borne debris shall - - - sin Plate P 'p 7.Contractor shall verify with the owner,location and quantity of lighting fixtures,switches,outlets,etc.prior meet the requ irements of the'Large Missile Test of ASTM No.s Screws 16" 16" 1_" - - I�I I ��� progress of the entire protect or any phase of the protect For SI: I incl==25.4 mm,1 foot=304.8 mm,1 pound=4.448N, - - I�I Steel Strap lapped under �� to providing a bid on the project. E1996andofASTME1886referencedtherein. Imileperhour=0.447 nits. sill plate ANCHOR `_/ These plans comply with all of the requirements of the following: 8.Provide a minimumofoneoutletInahallwaythatexceeds9'-0"In length. )Cxception: Wood stntchlral panels with a miiTimum a. This table is based on 130 mph wind speeds and a 33-foot mean roof I I mil-W ( BOLTS 9 '9.Provide one outlet In each room a minimum of 6'-0"from the entrance to that room. /a';IK20 GNJGt ism 101SIntemat%ona/Buildln Code • 2015Internationa/Mechanical Code 10.Provide a minlmum of one GFI outlet within 3'-0"of any sink and a minimum of one in every bathroom thickness of 7/16 inch(11.1 mm)and a maximum span height. . a I I I I-111= • ZOISInternationa/Resident/a/Code • ZOISIntemationa/Fue/Gas Code unless otherwise specl0ed. b.Fasteners shall be installed at opposing ends of the wood structural panel. /� COLUMN • 2015Intemationa/Existing Building Code a 201SIntemabonal Property Maintenance Cade 11.Contractor must verify with his licensed electrician If an upgrade of electrical service Is required for this of 8 feet (2438 mm) shall be permitted for opening Fasteners shall he located a mininwm of) inch from the edge of the panel L ) �y project pMOr to submlttlng a bid. protection in one-and two-story buildings.Panels shall '� .� - S H(a.�I-W,e►LL BASES 2015Intemational Ene COnseNatlOn Code e NFPA 70:National Electric Code(NEC),2017 edition 12.Contractor to verify locations of masts,meters,sub-panels,etc.for relocation as required for the project. c. Fasteners shall be long enough to penetrate through the exterior wall cov- be precut to cover the glazed openings with attachment ering and a minimum of 11/4 inches into wood wall framing and a mini- a, 1H o L ti o lel t-1 201SIntemadonal Frre Cade e hardware provided. Attachments shall be provided in mum of 11/4 inches into concrete block or concrete,and into steel framing . BEAM End o 2017 Uniform Code Supplament �p�y • ZOISIntemationa/P/umbing Code 201'JSupplement to the NYS Energy Conservation Construction Code Contredor must also nota fy the Architect of Iocatlons if not shown on plans. ' ' PLUMBING NOTES accordance with Table R301.2.1.2 or shall be desiened a minimum of 3 exposed threads.Fasteners shall be located a minimum of MT512• s,. _STRAP 1211 fI j N^ � Theses tans des i ned i n accordance with the American For. s t & Pa er 1.All ptumbing work shalt be in strict conformance with all state and I cal - to resist the components and cladding loads detennined 2'/�inches from the edge of ctrocrete block or concrete. 241• ' P y ns f theBuildin COde d.Where screws are attached to masonry or masonry/stucco, they shall be END 5)lg p o codes. 2.Hot water heater shall have a tnaxlmum temperature setting of 140 degrees F. DISTANCE ® 5�1•T s ASSOC. Wood Frame COnStrUCtlori Manual For One & TWO Family Dwellings 3.Provide hot and cold water supply lines to a new refrigerator as required by manufacturers specifications. in accordance with the provisto o g _- attached using vibration-resistant anchors having a minimum ultimate _ ' Y 4.Provide Insulation on all new plping as required by code. Nett'York S/Crte. withdrawal capacity of 490 pounds. �C�'o 3•MINiMUM NOTE: 201 S Edi t tori. (Prescriptive Method) S.Remove and relocate al!existing plping as required to assure the proper execution of the work. i;- _- �' SIDECOVER ALL STRAPPING TO BE 1 V4-M GAUGE STEEL OR GENERAL NOTES 6.Below grade waste tines shall be XHCI plping. i(- I O d N i i -' SMPSON EQtJVALBJT-CS20(COf�D STRAPI N Al L 5 \ s, �( 1.The mechanical stistem shall be installed in accordance with diapteesl2-24 of the - 7.Potable lines shall be type"L"copper. residential code of New York State. 8.All gas or oil piping required shall be performed by the ptumbing contractor. alt �.; O (All STRAPPNG SHALL BE INSTA►I Fn PRIOR TO SFEATI fNC� 9.Sanitary disposal system shall be Coun Department of Health Services a roved for des! n and TABLE APHIC bE \� i r KNG A OVIDE A T VJf T . - Instaltatlon.The Owners surveyor shall be responsible for design and locations of these facilities as well as CLMAATIC AND GEOGRAPHIC DD SIGN CRITERIA , TYP,PROVIDE RAFTER TO � tY PP g WIND DESIGN- SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN - , . 1 : " 2.The Plumbing system shall be Installed in accordance u4th chapters 25-32 of the residential GROUND SEISMIC FLOOD ^`� SNOW Speed" Topographic Speelel wind Wtnd-bane DES�N Frost lino DESIGN UNDERLAYMENT IIAZARDSI FREEZING ANNUAL "-� ., i i o'. ALIGNED OR RAFTERS obtaining all permits or WptherNg•, . Termite` TEMP' REQUIRED" INDE% TEMW ;a• code of New York State. LOAD (mph) effects` regia.' debrisrone" CATEGORY' depU, d.�, - ;L 1••.o KNGS TO PLATES TYP.PROVIDE RAFTER TO approvals. T ical LSTA Installation o.i ••, a; CRIPPLE CONVECTION H-2 A 10.Contractor shall provide hotwater baseboard heat throughout at perimeter walls unless otherwise noted. 301b 130 no no no 8 evere 36" M to A re ui red _ i z 3.ElecMcal a uI ant and uArin shalt be Installed In accordanu with ch tens 33 42 of tht ' " y ry system and 4'-0"deep. ' FZ A Ti�(t. -ro T Uv �Z OR EQUAL OR STRAP c pn' 9 aP 11.Water main must be T-0 awe from the sanity disposal F S fL^ T I✓E K '1-G fz l V C3t� I •...o•r.,-'..�4 DETAIL a LEFT residential code of New Park State. 12.In bearin walls or artitions,no stud Is to be cut more than 1/3 Its depth to receive piping,duct or etectrl- TABLE R301.5 F g p TABLE R301.7 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS - NgTH �I cal work. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS°" (in pounds per square foot) O lE , NGiN -- -' 4.t3Qertorwindotus and glass doors shall be,installed in accordance with sedblt 8613.5. a S tE ' Model Nominal Allowable PIAILING & STRAPPiNGAT Allgtazingsha0complyu,itftsecttonR308. 13. ll water service and distribution pipe and fittings ALLOWABLE USE UVELOAD No Post U lift to be co er alio STRUCTURAL MEMBER Size (1333160) A EXTERIOR WINDOW/DOOR HEADERS pp y DEFLECTION Uninhabitable attics without story ea (0 IR WED FOR ALL PEW CGIM 10710 MOICi WW AWrOO 5.In all framed walls,floors and roof/ceilings comprising elements of the building thermal 1¢, all drain,waste and vent piping and fittings to be PVC-DWV - Rafters having slopes greater than 3:12 with g 0844 4x4 _ 4200 IJ180 b E CB4o 4x6 4200 A envelope,a moishue vapor retarder shall be Installed on the uretm-ai winter side of the tinithed ceiling not attached to rafters Uninhabitable attics with limited storage• 20 ,, NAILING SCHEDULE'B': moaom**mssrw=cim uvluul insulation in accordance with section :3(�S { ifalL CB6o 6x6 __ 4200 p f ao"OpaM FEQUr e.> M FOR MUM OPerels interior walls and partitions N/180 Habitable attics and attics served with fixed stairs '30 •. N a . S 1.�3 - _ -SPP_ - Notation b.Walt and celing finishes shall have a flame-spread ciassiflcation of riot greater than 200 udth Floors 0360 nS a a n O opens A e e D E F a arrk)kc-deveto ed index of not renter than 490 in accordance uAth section iR31 Balconies(exterior)mid decks 40 °e o 'i,� as a Floor-to- � opening p g � Ceilings with brittle finishes(including plaster �, and stuceo U360 Fire escapes 40 o Floor Tie B Y-a z n a` t ' 2 ' 1.Insuladon shall have a flame-s read Index of not )` C E a o• 1 rn zF1 z z z z P greater than 25 uiidt a smoke develope4 /� /'� Ceilin s with t]exible finishes meludin sutra Guards and handrails) 200° index of not greater than 450 in accordnace with section R- )5 SHEET T1Tl E G�N E R AL N GT E S g ( g gyp L240 " BCS2-2l4 )� s-0' a ra u1 a n ze 3 9 3 a board) a-0• a mz<laozxe s s s a • All other structural members 1/240 Guard in-61l componenLtr 50" fN6� 1a-0- A m a, 4 4 4 4 8.Interior wall covering shall ye in acaordarlce!gills section RT02.3 and exteriorwalt covering , t _ E Provide min. lE shall be in accordance uAth section 103.4. •-'r",' ,` F°RO.EGT '1E Exterior walls-wind loads'with laster or Passenger vehicle garages 50' i end distance tz-a a ra z.e s s s s fA,. • ;�I P G o U for CS and CMST A NotaWm: 11/360 t'"I G P P A rueER CF eoINOLs A7 EAa @D OF SIMPPNCM 9.Asphalt shingles Shall be installed in accordance witch section R9051 r 1 ° stucco finish Rooms other than sleeping rlwlns 40 Equal number o1 F �r- T T specified nails O B.MAN31 iF su snf eF,,,E RAT pals H S AFrFY A Doom KE1V�t ETH SCHULMAN Exterior walls-wind loads'with other brittle 11/240 Sleeping moms 30 O in each end 8 c ,,,��R.LL,earr,ext snos Ar EAC+ace aF IfAOBt finishes - Exterior walls-wind loads"with flexible finishes HI12 Stairs 40` D.Reseal tx>w rias eo-NNM Two"Awma r Iwo acro M eo i / •+ ARCHITECT, P.C. DATE= r E w scat o<AJAO(ETAS AT EACI ao of FEAn61S rAsstAE txll etc 1EAOff1S1 y, , 209 LYI\Tr A�'E.\'L E SGALE: Lint is su orcin mason veneer walls .0600 `'�RO•o:`'-` � E. r ORTIiPORT. N.Y. 11731 STRAPPING DETAiLS F ' ��/1 ' ' ro ��K- `:-- `: �_ g a e rY JACKS AND KINGS AS EDD a%I=AT FAC+SEE Doan Nor APPLY To DOOM �� • ,�.I, .pA TEI..�FAX. (631)3fiL3-2388 NO. - - -- All roofs,ceilings,floors �`O`Tgf - ��_ Note:L=span length,H=span height. TYP ®LFT designed for dead load of i0 P.S.F. -