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Home My WebLink About43791-Z J o�guFn�,�w TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'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#: 43791 Date: 5/24/2019 Permission is hereby granted to: de Boer, Enno 211 E 13th.St Ph 1 G New York, NY 10003 To: make-alterations to an existing dwelling as applied for. r At premises located at: 1555 Fleetwood Rd., Cutcho9 ue LJ SCTM#473889 on niew Sec/Block/Lot# 137.4-34 ` Pursuant to application dated 5/16/2019 and approved by the Building Inspector. To expire on 11/22/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $267.20 CO -ALTER $50.00 Total: $317.20Ti B ilding Inspector 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. Dec 31 st 2018 New Construction: Old or Pre-existing Building: (check one) Location of Property: 1555 Fleetwood Rd Cutchogue House No. Street Hamlet Owner or Owners of Property: Hanna and Enno Deboer Suffolk County Tax Map No 1000, Section 137 Block 04 Lot 34 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 15) Applicant Signature FIELD INSPECTION REPORT .DATE COMMENTS - FOUNDATION (1ST) • H ................................ 'FOUNDATION (2ND•) ROUGH FRAMING& -� PLUMBING ' H t • a cu INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS Z m O � 0 �v 16 Z�- ' d ,ili OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST [[.,DING r!EPA4tTMENT Do you have or need the following,before applying? OWN HALL Board of Health /SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthForkxet PERMIT NO. , Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 � Single& Separate Q Storm-Water Assessment Form 2p19 Contact: Approved - 20 5 Mail to: Robert Wilson Disapproved a/c �, °' PO Box 49 Southold NY 11971 �.:-• �r��1J'�' �}� Phone: (631)504-8842 Expiration ,20 01 g B In a or APPL TION FOR B DING PERMIT Date December 31 st 520 18 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. £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) PO Box 49 Southold NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician, plumber or builder Agent Name of owner of premises Hanna and Enno Deboer (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1555 Fleetwood Rd. Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 137 Block 04 Lot ! .34 Subdivision Filed Map No. Lot r • V 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family residential Same with replaced windows and doors on water side of house. Replacing the windows will b. Intended use and Occup also entail removing and replacing the existing 2nd floor balcony. No changes are proposed to ancy the dimensions or location of the existing balcony. 3. Nature of work(check which applicable): New Building Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor 1 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 26.9 Rear 27' Depth 52.9 Height 27'-3-3/4" Number of Stories 2 Dimensions of same structure with alterations orladditions: Front 26.9' Rear 27' Depth 52.8' Height 27'-3-3/4" Number of Stories 2 8. Dimensions of entire new construction: Front 27'-2-1/2" Rear 27'-2-1/2" Depth 14'-8" Height 13'-3-1/2" Number of Stories 2 9. Size of lot: Front 50.00' Rear 50.82' Depth 265.00' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated I R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO V 1555 Fleetwood Rd 14. Names of Owner of premises Hanna and Enno Deboer Address Cutchogue NY 11935 phone No. (631)504-8842 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 V NO IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES %/ NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 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_/V * IF YES,PROVIDE A COPY. STATE OF NEW YORK) C� COUNTY OF J 0l SS: Robert Wilson being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. TRACEY L. DWYER Sworn to before me this NTQALIFIED PUBLIC,STATE OF NEW YORK + day Of 20NO.01 DW6306900 IN SUFFOLK COUNTY yjk COMMISSION EXPIRES JUNE 30,2 Notary Public Signature of Applicant Scott A. Russell ,��°su p ST01KIA�1 WA\T1E K SUPERVISOR � z MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPM ❑© A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. E]013. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑o 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. I ❑❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copie&of a Stormwater Management Control Plan and a completed Check List Form to the Building.Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. 1000 Date. District NAME: Robert on 137 04 34 12/31/2018 r+ Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Information: (631)504-8842 rr.��sw n, Reviewed By: Date: S//o `aO1 Propertv Address/Location of Construction Work: ffApproved7or - - - - - - - - - -1555 Fleetwood Rd. processing Building Permit. tormwater Management Control Plan Not Required. Cutchogue NY 11935 Stormwater Management Control Plan is Required ❑ (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 Town Hall Annex i Telephone(631-1802 54375 Main Road 'te a, Fax(637)734-9502 P_ O. Box 1179 0 - CIO Southold, NY 11971-0959 BUILDING:.DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CQNSTI�'UC`fION. PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTR:UCTfON-. Date: December 31 st 201.8 Owner:. Hanna and Enno Deboer Location of Property.1555 Fleetwood Rd Cutchoque NY 1'1935 Please take nofice that the (check applicable-line): New'residential`structure° J Addition to existing residential structure j Rehabilitation to an existing residential:structure to be constructed.-or performed at the sL b pct• ro ert f°e er tree above will utilize }. (check applicable line): '. „ Truss type construction (TT) Pre-engineered wood construction{Pl(V) V Timber construction (TC). in the following tocation(s)'(check applicable line): Floor.framing,. including girders'`and beams (F)'1 M Roof framing (R) Ffoor and roof f aming (FR): Signature: Name.(person submitting this form): Robert Wj son % Capacity(check applicable fine): Owner Owner representative TrussResRegJ5.docx 'Effective 141/2015 i t 6" DIAKETER. ZEFLECTIVE RED `ROMAN AtPHAItUMERIG. . . *`i)ES1t�FI;�iTI'Or1 OF=CONSTRUt i ION (PMS) ff187 ,. TYPE BASED ON SECTION 602 OF THE BU,IL•DMG'CODEOF N>=W PORK STATE 2" MIN. REFLECTIVE WHITE •y'D tOist' CUMi'i7tilFt�ITS TH" -ARE QE . TRUSS Com5Titlf,ET10m d` F FLOQR't=RAIVitNG;it�t,Ct.Ut11NG ;, . GIRDERSi/�Idi3BEAtsd$:,� "R` ROM vil"ING �FR" FLOOR RAM[Rob, E'R/4AdI G .. r, ....y.� 4 � za L/7�Y�VN,/iJ4af 11 a DCAIU��:..E-MUSS 1Df TiFtGA►T#OI�!S(' ! i�TCQ-TQW 0�5 NEW YORK STATE DEPA'R T `ENS' `OF S.TAT t DIVISION OF CODE EN F:ORGEM*E,NT '�tCN�:tl1✓'�CXia: , AND ADMI N(STRATION• SURVEY OF PROPERTY A T CUTC HOGi UE TOWN OFF SOUTROLU SUF4FOLK COUNTY, N. Y i 137-04-34 *Alt 5r'ALt 1*^ff a' x .,.�ovia )� �. ,.;":are t -Sty, �. fit �oa M . x j oa S J cc f%" ' MSTP�u1l� 16"(AW Nvc soI w' "A AMA ANC! I'4 ftA -t Age, cpwvmw fow .'+ ► "InAM Me if >� c xr O` v'*� j" jww TO TE LM 0 Atli wo .� ma's . Aw>t r ± ti NY ??on SURVEY OF PROPERTY AT CUTCHOG UE o '� TOWN OF SOUTHOLD SUFFOLK COUNT ' �. /(, Y, N. Y. N/0/F TWO STORY ,� i to1000-137-04-34 CHRISTINE MALON FRAME HOUSE x DOCK STANLEY MALON SCALE.' 1'-20' Z�N Y„u,�, r I/L.P. \ / � c UNIT JANUARY 12, 2017 PLAS77C LATTICE CDR4 FENCE 1.3' MON. (p K"C./z c U77UTY `rn N BLOCK RET. �ti 2 ' mi • a POLE WALL 1.4'S / i I W$ ^� I • N855720 E FE ' w F pgAICE oo �..0.6'S- ( m WALKWAY t DECK TUB y �1 W0� U�� i'' AD GEN. \ DECK 7. 20 o�I FE 6 A C❑ A/G o a ' r�l l�r� �� 0.rs c�R ss.e .. o Wpb) ,. I� � <4 Z ei J GI S DE~1' �' cn 2 STY. _ —� CGI 4 B.B.CURB yys�v i� n' b t11 2��! ' ' C I� Z J �+ J-l� HOUSE 2 STY. . o z ch FR. HOUSE o DE;K j GRAVEL `� o 0 0 0 0 POST& ' I STEPS Nt�OD DOCK RAMP ' b ORl VEWAY LATACE FENCE � o 0 0 0 0 0 0 52.9 y unUTY � FE: m$ POLE y WALL 0.2 S. � o OD 0C ARCH ARBOR 0.4'Nl RET. WALL 0.4' . 1 N o e.e.cuRe } � _ Posr LA CE �.e Ff i 254.50 OFS S ELEC. METER 2.4'5.V WOOD RETAINING WALI 2.6 Sr'- OUT.SHOWF_R SPIKE S85•57�20MW N BRICK WALL- r-- , 0 1 i p 1 RAMP FLOATING r WOOD DOCK DOCK O m 1 n 0 8 - Z 2 STY. FR. HSE. Q VERS DRIVEWAY 1- :I P A 4 MG 2 7 2020 WATER METER N/0/F \ I\ S T VINCENT ILLUZZI LP i 0 0 CERTIFIED TO, ENN O J. DE GOER = SPIKE HANNAH DE 60ER STEWART LAND TITLE IN5URANCE COMPANYn'" ■ = MONUMENT ROAD EAST ,f0i' ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON \ a, ✓ N. Y.S. LTC. NO. 49618 SECTION 72090E THE NEW YO STATE EDUCATION LAW. FLOOD ZONE FROM FIRM 36103C0164H AREA=12 983 SO. FT. � ! PECONIC SURVEYORS, P.C. EXCEPT AS PER SECTION 7209-SURUBDIVISION 2. ALL CERT1fICA710NS � HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF MAP EFFECTIVE DATE 5EPTEWER 25, 20011 TOM LINES (631) 765-5020 FAX (611) 765 1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. 12JO TRAVELER STREET SOUTHOLD, N. Y. 11971 16-128 SURVEY OF PROPERTY A T CUTCHOGUE N TOWN OF SO UTHOLD SUFFOLK COUNTY, 11�: Y. N101F TWO STORY 1000 137-04-34 � CHRIS71NE MALON FRAME HOUSE DOCK SCALE.' 1'-20' STANLEY MALON ,--.. ' •, ^'� �� JANUARY 12, 2017 I ,a T,�} ❑A/c uNlr ��, �� SEPTEMBER 29, 2020 (PROPOSED ADD/710N o `--' ,t PLASTIC LATTICE ; 265.00 ) m FENCE f.3 MON. rn BLOCK RE T I �' unuTY N WALL f.4$I j i I � •� „ EXISTING SHEDS TO BE u > • POLE REIAOVED, DECKING TO --- a? NEW B'xf4' jlz N85 57 20 E BE REPLACED .5T1. FEN► ass WALKWAY SPA TO AIC � REPLACE y N N YO Wt70D CONC. a GEN. D C I HOT TUB I FE A C❑ AIC I 0.7S 8 jR8 5ZO EXISTING W b� N Z I i s� - _ DECKING TD D4K t! IC i�ev�' -� (n _.. .,- 2 STY BE REPLACED B.�CURB W�v �j ACCESSORY DING O 2 STY. SE o BUILDING J� m FR. HOU V �� ZONE X DECK , gI c 0 r p GRAVEL � � � . . , , 0 ° ° RAMP � STEPS WOOD DOCK O {i € I b unurr DRIVEWAY 52.8 POST dr urncE $ ' Bout o PULE A` EXISTING STEPS F' tO �� ' waµ FE ►v MARCH RET W 4 S UIJK I TO BE REMOVED a a4N. t�'1065 �\ POS O O } ELEC. METER 254.50 n21 f 2.4 5. 26 S M _ WOOD RETAINING WALL - rOUT.SHOWER `yi b Q SPIKE S85.57'20"W N BRICK WALK r---- O 6 1 RAMP FLOAnNG I WOOD DOCK DOCK 8 z B.B CUR 2 STY. FR. HSE. a A DRIVEWAY ?rj � ' VERS 0 PA WATER METER N101F - I S I- ; VINCENT ILLUZZI t LP 0 0 o UF NEI��y© ® = SPIKE CERTIFIED TO• �� ENNO J. DE G UOER � � ® MONUMENT HANNAH DE DOER = ®= EXISTING DECKING TO BE REPLACED EAST ROAD 5TEWART LAND TITLE INSURANCE COMPANY ANY ALTERA77ON OR ADDITION TO 7H/S SURVEY IS A VIOLATION 0. 49618 OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. PECON/ SURVEYORS, EXCEPT AS PER SECTION 7209-SUBD/VISION 2. ALL CER77nCA77ONS FLOOD ZONE FROM FIRM 36103=64H AREA=12 983 SQ FT (s31) 765-5020 FAX (631) 765-1797 HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF MAP EFFECTIVE DATE, 5EPTEM15ER 25, 2009 • SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR TO TIE LINES P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. 1230 SOUTHDN.TRAVELER 11971 STREET 16-128 t DEBOER RESIDENCE ''/I T s�D EtIST DE qhE Ir .gAAEI 1 TD BE REIX'EE (TO BE a EXIST MDT TUB r n ,TO REM N) 1555 wok:.».. . , FLEETWOOD RD . TAST Dx 1N t.RADE .--- r .f /s,,° � ,P"�• �� ExIST DECK w GBA ;Ei%i�i s"ED" :?�,;•A� J ,TO BE aEFLACED I, tTO BE B ACI:DI (o BE R ntj��q� EXI st STICK r BE REMOVED C U T C H O G U E N .Y. j I I XIST!cp E R STS 6 HEAIB 'OE BALCD^Iv ABOVE REMOVE EXIST, SHED I ,'i a. T 'y r? ti '` '✓ w T 4 y I DBE Be avED EXISTING: SINGLE FAMILY RESIDENCE '• EXIST. HOT TUB I ( 5 il, j i - - f" (TO REMAIN) 8 ! SCTM# 1000 1 i 37 4-34 ' I i' P ZONE R-40 .31 ACRES LIVING ROOM [o i PROPOSED 1 W o L- -- — W BE; E DOORS T. SHED ; ,so I L IDX16E'RE?LACED REPLACE & WINDOWS IN LIV. RM. & BEDRM E+I<T'yc BEgM- ��cnuyc(s�_� , V� I i - - - - - - - - - - - - - - - - - - - —V - - - - - - - - - - - I I= ! =—__= _---_= - I, : I ' ON EAST SIDE OF HOUSE. REMOVE STEPS ON SOUTH SIDE YARD. RE-BUILD 2ND FL. BALCONY AT SAME SIZE AND I; I I I I I I -I V I I _ ! I I 1 I I ' . . 1 I I i �O � L I l o I o w l .J.._ I ; I I I X , I ; I o I ! o L ii j D i II� I i I a I 1 E.I-T B-D�sLD EL DeoR l 1 Xa w I a I I J wo z a O ILLI _4 +Q EXISTING 1ST FLOOR PLAN ° Lij 1/8" 1 -0" 9.1.18 DBIEET REBMTEDR.EE D-P 66 sW o � DE GENERAL NOTES N N x i ! 1 1" X W Q IZ50122.PROrEGTEON OF OPENINSs.EXTERIOR SLAZINS IN BUILMNN'sS,-ocATED IN TABLE Pbo2.5() 1. All work shall conform to the requirements of the Residental Code of New York -. - L I I �' jr I O K+NDBORNE DEBRIS REGIONS SHALL BePROTECTED FROM WIHDBORNE;DEBRIS. J Q FASTENING 5G+'EDULE I ( j w O ' ! GLAZED oPENINS PROTECTION Tim xiNmovoi DEBRIS SHALL MEET THE State, County and Town Department Regulations, Utility Company requirements and 7 W _\ I I I j i - W I O REMIKEI-ENT5 OF THE LAMBE M1551LE TEST OP ASTM E 1446 AND ASTM E IM6 AS DESGRMeA DF WL0145 S_EI'ETRS w TT''�ap SPAe't(6 A`�1 LOCATION W W 0 \ Q a F I i �Q O F t40DIPl191N SBGTION SOL2.12t.6ARA,SE p00R GLg2@p OPpIIWS PROTECTION POR best trade practises. co, wfNI: ORHE DEBRIS SHALL MEET THE REQUIRB^>ENT$OF Ad'1 IMPACT-lEE515TtNS i'. 2. Before commencing work the Contractor shall file all documents required by the O w < ( W I w I I I M H>>D O STANDARD OR ANEI/DA5MA II5.(5EE TABLE BELOW 4-rb HDx a i"XD.iPJ•)oR ILL. _ >0 W EYGEPTON( I TO TOP RATE 9-bd BDX(2 JS•J,O 126•,(ai 7DE NAIL i I m 1 X Z _J BLOGNINe EeTWEN 4EILIN6.05T5 oft RAFTERS 9-Dd GOM+Ia!tR K"%O IBI"1,OR Z U) O ( ! I I O D�'J x ! : Q Y170P STRJCTRZAL PANELS KITH A THICKNESS OF NOT Le5S THAN%INCH AND A 1-1 151"NAILS Building Department,W I u) I I ! 1 Z- SPAN or NOT MOIL THAN B PEEr5HALL BE PERMITTED PoIR omN,Nis PROTECTION. pay all fees required by local agencies and obtain all required LIVING ROOM J v z Q x ! i w ( o` o _ MASTER BEDROOM w o PArEs9Au eePlaEcnAND ATTACH�TO THE PIeAMINswru�!NSTHE d Q O O ! p X �p ! I W OPEN;NB GONTAININB THE PRODUCT KITH THE OLAZED OFENII.PANELS 5HALL 4-De aOx h�'Xo.lp•J ua permits. ''-'i !` Q f I W J I (n IO r:p I ( i Q w Z ! Q PREDRILLED AS REQUIRED FOR THE ANGIORAOE�E:TWOD AND SMALL BE!SECURED 2 EEILIN6,I 5m TO TSP"TE 0-0d GDM,oN tS ly'XD.I91'7,oR pER�O1sr,TOE NAIL - S-IOd BOx C2 K XO.I]B'),ae = I o IQ o Q ( I ( j j a w KIT+TEATAGHMENTHA�wARTPRcvD�ATTACNMENTssHALBPDe51sNa.Oro b,.�,g,"N 3. The Contractor shall visit the site and verify all dimensions and the existing -- - - O I " --'-- - --- --- Q W M Lu j ! z PEITHTHMTAA"F-WIZZOR ASCET!KITNOT�P�T4ANILeN°T'NM CORRO5oGI0NDRE35 ANT LEILSb-b15T NOT A'7Aci�TO PAR/J.r PI RAFTEIe, 4-IOtl BOx(S'X0115'1 DR conditions affecting the work prior to construction. An discrepancies which would _. .... I C',.- :C_`' O W �1 W m 1 O j ATTACHM£N'HARDWARE PROVIDED AND ANCHORS PL"RMANENTLT R!$TALL eD ON THE! 5 LAPS Dose PARTITIENb[eeb sacuum RDD2�.1,RD0292 5-1m cnrbroN 5 K"xa)es"1,OR Y p z EXISTING BEAM - NO CHANGES w r.._. I C O (7 I I Q II co 1 i W Bt11LDIN6.ATTAGHM£NfT IN ACCORDANCE KITH TABLE R'3012.12 IS PERMITTED FOR and rmle aea]s M7 4-D•X0.151'NNLS PALE NAIL interfere with the satisfactory completetion of the work described herein shall be .:(�. !".`, !i• r. I d = Q > J O I U W ! Z HUILDIAi9 WITW A ML`AN R[KJt-HEIPhIT OF 4S FEET OR LEA wl'iLRE THE ULTIMATE w o o I I ally c� D�<e"wl"° EED'I�I°�*P"°RLE�' GEILN5n5T^rKDT°P^,�E R,F� r, E ,,M reported to the architect or property owner. Do not start work until such conditions ,'�:-'.ni',r ,•} ..1(-' t';i ", ( Q i Q Q Q W Q ! is«SectNPr RDO]SI,RrO],B.]vtl TWIe RlXR,S.l M,1 FALE NAIL co m � U) ! I Z 4 64M JOINT), �,t. W p I N p ( ( f1 W I I j I F = ! TABLE Rs01.2.1.2: WINnBomNE DEBRIS PROTECTION PAETENIN6 n I w z w o ° °o > I I sG�wLEPORwooDSTraJGTVRALPANELs have been examined and a course of action mutually agreed upon. Failure to notify a (n 1 t- ; i 410d SOX(5•xOl2D",aR 0 � I o0 J � � I I o � I I ; i I ( �° � i ! FA57tNM SPACING , EDLLW TIE TO RAFT'R FA HALER I A"X 2�aa 5-1W Gat.IMON EI K"XDIM",,Da the owner or architect of unsatisfactory conditions will be construed as an acceptance Z X 0 ° 0 N V I- I W O ! I \ , ! RIDGE bTRAP TO RAF TER 45'•J.D"WVLS PACE NNL EAGI MPTER W FASTENER'(YP£ 4 FOOT b FOOT I ° W W j "'�� o ; PANEL SPAN <PANELSPAN <PANEL5PAN of the conditions to properly perform the required work. x 51mDDXN/ILS(bi�ft,OR 2TOENAIL'ONONCHD9 4. All work is to conform to the drawings and specifications of the architect and X Cn I J ( I W U I W - f1 Q ! < < 9_IDd G HHI NAILS ro'XO14 OR AW I TOE NAIL ON oRYT51'IE W ( U) 1 Z I G 4 FOOT b FOOT <B FOOT sloe Dr EACH RAPRR ae g p Z I N Q X I I ° O j ; ()' \I- _ ; NO.a)NLTO 5GRBW Ms'X0.151"NNL9 �L`�'1 +-- W (p N I \ Cn p w b RAPIER OR POOP TRSS P]PLATE 4-1Od BOX 13•XD 126").tm I ( I Z N X ' SASCV^"�KITH 2 1e w a engineer consultants. COMP ° I I I I I I i NCH EMBEDMENTLENC1rH 4IbdPJi•XQ199',ER 5. The Contractor is to maintain a complete and up to date set of plans on the COMPLY WITH ALL CODES OF J �'N °Q.0 W >N O v) Q " U co I ! ! c J N i i ! NO.10Y400P 5GR£W +i°dd xo1]�D"i ae),°R TGBxAL NEWYQFI(STATE W TOV"�N CODES I ( z I > ° J Z ( I \ = 1 Q N I BA$ DANCrHOR w,T}{'1 ,(� ;Z N T RDDr RAPTER5 TO R1 Xf£.vALLCY DR 111r RAFRER3 DR 4-D'XD.151"NAILS job site at all times ' U W Q O O x I ! ! (NCH ENffiEPMENT LENSTN M�RAr-iEas TD M,IIM'ra 2"aIDSE aEAM Z p] X (o j ! 9-116d SOX PJ i")f0199'J OR AS REQUIRED AND S.O I I ° N I I ]-IbdLLMMUICBnX018] OR VENAL 6. The drawings are not to be scaled under any circumstances. ° I I ! I pa WJ;) NC++ORR K7H 2 1b b Ib 5-10dSOX 3"[9116",;Da 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures VIA co X sa•xD PAI•'NALb N J'Q INCH Em5EDMEN7 LENGTH WALL Im LOFIFGN(9 K"%O 162'1 24'OG. --- S I ( ua I I I FADE NAIL including storage and toilet facilities,protection of existing work to remain,access to b fi U Ta SW INOT Ar Ell J,t'8D WALL PANELW Had 'XD.1]b' GIR ' i ! C WIND AND A 33 FOOT MEAN OP 9^%OISP)NAI s NAL-{- } TH15TA W0D rAce work area, hours of permitted work,availability of water and electric power and all TABLE IS BASCv ON Ibo MPH IP rIMATL DE3i6N W 91'!�D T ROOF X I ! I HLIGHT, led®ox19s•,,°a SnDTOS �^NDA61rIND�n�S^TIHEGrN�WA� D"xa!�!'NAI9 °L r^� � other conditions and restrictions for this�F `Y•',a�,,.,9— i ! I — ---- - i b. 5IN5 4 UrDa„cg' particular location in order to execute the F- -� -_ I ENDS OF'TF 1E o$3 ITRUCTURAL.PANEL.O N L PANELS) ed ccx,Y N f9 i xD 1821 b"OL.FAGd_NAL Str1. ( I X X I _._........................ i FASTENER99++PLLaELocATT� NorLEseTHAN - ,°,OOMDNSKD,°]., b.°LEEE F� L work in a careful and orderly manner with the least possible disturbance to the public. I -I- --------------- -----------------..__.-------- -------- -------- --- - -- - �,II1 Y 111UJ I GL� w LL I I -- , Yj INCH FROM THC EDGE OF THE-PANL`L. 1O eulLr-1A'«'LAOM n'I:,a°Hr.A K K111 A'WAccw 8. The n I 2.s L6 �' 1 ( mB0X9¢'xDI9D"J 2"DEEAE POEFAEENAL e Contractor shall make the neccesary arrangements to utilities and services 1 ----- _------- --_- _-------- --___--- - .__...----..-------------- 1 SHALL PETlETRATE THROUGH THe ------------------------------ - -... - - - - - �1I ANCHORS \ I EXTERIOR WALL COVEtRIN6,WITH AN EMBEDMENT s bd BDx f2 A'-HST,DR BALL NY J Ts j ( j i temporarily disconnected while performingthe work as required. ; 1 rDE NAL ---- L.EN¢?TH OF NOT LESS THAN 2 INCHES INTO THE a eor+nNlws NEADBe m STUD 4-rd eoF+,+cN t2�JsrJ,oR cols ----_ I! i: [ ! BUILDING F FASTENERS a-1O°Hox CJ'%o I -____----_-_ i 8 LD NG RAN1L. ASTE SHALL SE fAGATED N I _._ ___,_____:______________ __ _ i 9. The Contractor shallprovideII__.._______._.-_. __ _- __. _ _ _. _ __:,__<-.'I I, I dimensions and cut-outs for other trades. 1 I I � ! I I NOT LESS THAN 2)5 INCHES FROM THE>rLSEE C7P THE Ice coNMDN fs v,",ro 1a]•1 w^oL PACE NAIL a dime n i ---- ---- --- ----- ---- -- _-------- CONCRETE BLOCK OR GONGRE fE. EXIST. ROOF BELow..._. ... 2 TOPPLAETD OP4,E Io SIGN ••XD-l26•,,GR 10. The Contractor shall provide proper shoring and bracing for all remaining I J p p 9 9 g structure d, - 12°DO PALE NAIL NDJ31',NAILS PANELS ATTAGHEP TO MASONRY OR p j -------_------------_-....____.... . . ... ..... ..... . . ._.-___ - li I �1Ld prior to removal of existing structure. i I I I _ _ _ _ Ir ON-RL515 AN ANGMOR3 HAVE AN G Cs xO.Is2 h oR I I 1 ! ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS Daa E TDP PLATE SP.IeE roa sDc'. rnn 5En ne I]-Ibe E ox roh'xa.m5°1;ae EXIST. 6'-0" SLID. GL. DOOR LRKr'KkLLLiteSF,EINB<]5' "`� ].wBDxs l2e,,ae PALENALONEAGHSD£O 11. Plumbing, electrical, HVAC and similar work shall be performed b licensed .. ! THAN I POUNDS_ 12-5^xD 151°rwLs END JOINT MINIMN 2a^LAP TO BE MADE FIXED I I I I I NEW GUARD RAIL -'TO CODE y i I _ .- _.-- _ -.-.-..------___-_-- - - SPLICE LENGTH EACH 511JF G- p ! ------------------- ------------------------ -- _____—__ ( 15 persons who shall arrange for and obtain all required inspections. The General ' - __- .--- ----- ..._... __.. --' �-- ---- '-_-_-_ --- --. .___ ..... _. -- - - - --- ---- --- - - -- ------ -- SDGY Iao,v,.oa qJ.ANn led roK XD 19s, ! 1 ons QA'.S1.E TOP .. . PROPOSED 2 ND FLOOR PLAN �' a eDGx NOT A aRO®WAIPANELS, 2 Contractor shall to responsible efor scheduling all other Inspections as required. I = — 12. The Contractor is solely responsible for construction safety and shall hold the I _ 16d cQ1Nf2N A 1h"%Ole2') Ib"OG RAGE NAL I PROPOSED 1 S T FLOOR PLAN I -- — -- — — ' � 4 BOTTOM r NOT TO JOIST R M KN5T,HAW JO 5T OR ��X�5„�1,5,?oR `.> — —i -s'_0 _ _ 9'XD191',NA1L5 1]°OL rAGENAt owner and architect harmless from litigation arising out of the Contractor's failure to REMOVE STEPS LINE OF BALCONY ABOVE 5-1Dd BOXMA'XO.I559,oR 9r WOC PAEe NAL - �� „ P4TTOM PLATE ro Jolt-•R1M J015T,BAW JDI5T v1a }Im GOMNON rota"XO.Ib]',;DR 3EAGN Ib"O.G PAGE NAIL provide construction safety means and methods. 1 /4 = 1 -0 9 . 1 . 18 i _ _ _ __ __ __ __ _ _! 1 /4 = 1 '-0" 9 . 1 . 18 5/8"0%12"STEEL.ANCHOR 9LOGkIN6 CAT BRK-6'i4ALL PAffLS, +H•XO-191"xA'Le a EALN 1s•oc.FA:£NAL BOLA AT��-O_T OF a lee BBOoxic m 6--I q,as `mGDNN�N�K"XD CONSTRUCTION NOTES I a-1Dd sox m•No iM",,Da REV. 9.6, 18 :. Ib TCr°DR EIOTIOM PLATE ID 5TW ,_.�'x D ISI NAIIS I •" ;• 5-1m BDx rJ i"XD.19s'),aR '4 2-Im caMMa+rs K•xa m27,ax EFID NAL B-1od Box f5"xo,12n'7.OR I 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. 5_1[M HDx.M•xo ve"I,Ora A 11 TOP RATSS,LAPS AT t-eTlrfa AND WT19R5EETIpg 2•Ibd Ea'+MON f511"XO 1-9,oR , D !Falx.,lbl•NAIL3 P+•E,=w!L 2. Poured concrete shah have a minimum psi of 2800 at 28 days unless noted. 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. IS 2-,y COMMON C2 K"XO,ISI').oR ..`� 4 `' I'9RK2 TD EAl.H 9'•...A"YD PLAR 2-IOd SXJx(B'x0]D•'1,ae rAGP NAIL i,•� - ]9TAtid1x• copper termite sheild. Box] XD. :DR 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance ]-Da cor-Ir�N CS K"Xo 19,•h OR Ix I'x b'SIffATHIN&TO EA4H SEARING 2-IOd HOx r3'xo,l]D"1•a¢ FADE NAIL """`5b' ANCHOR. BOLT DETAIL ° with the New York State Building Code and manufacturers specifications. Sad Box •XOJ15":DR ,_IdEOx- C211,191'9,DR 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed 5-IOd BOX f5 XOI"8 1,DR '°T'�'�'"'Vx6. °9°' `°"° upon by an engineer and certificates shall be issued stating same. 20 I'%°"!dd)woaL S/EF NINS TO EACH BEMINS WDCIe THAN I'%D' PAGE NAL DOic(2i"GIs-).m 6. Unless otherwise noted all framing and structural wood components shall be e-ed coMnan h K'•xo.1o1"1,oR '1GdBDX9"XDne''jOR #2 or better Douglas Fir. 4 3TARE5,1'Y-ItOYiN,1 e J�"'LDNS 7. All framing techniques and methods shall be as prescriptive design based on 21 Ja9T TG SILL TOP PLAE OR 61aDER 9.Stl EOMn,CN(2 K"xD.191"JI OR 5-IDd HOX(H•XDJ]6",,ac TOE NML AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) 9-5'xD.151'NALS �N f2 'XOIIS' 4 oL.TOE NAL 22 RIMJOIsr,SAVDJ019rrR8L0.'.IC1N570 SILL DRTCP b/EgHMDN(],S•X0,151",,qq or as specified in R301.2.1.1 PUERDOrAPPLlur2nbA5O, odBl oxS'"°"D•,,DR °°`'�" 8. All building envelope components shall comply with Chapter 6 of the Energy X.vrm ro rare coreecn 9"XO NAILS ]•D°EOMMa r2 '•Y015,•,,OR Conservation Code of the State of New York. RM. •NY 25 I-x e'WEI LOOK ER LEA TO FAfA JOIST 3-1°d BOx r3"xo I2b",:OR PAGE%WL 25TAPLM I"GROLM I69.j V.I. Fireblocking shall be provided in all wood framed construction in accordance ... ,..� a.. 5-16dBDx 5X,'xa.15s^,,DR with NYS Code R 602.8 to form an effective fire barrier between stories and DmoNeT2 cn,ecroee r,o°e.ro bce7 24 2"SUNLOOR TO J 1ST r 4 611<DER ]-Ibd COMMLUI(9.5"XOJ6]'J ELrm AND FAG£NAIL Am u�m aM,uam 6-1 d SON f5AXOJD5'7.DR 2"PLANKSFAK,Bw.FEOaYRDDF, AT MA4iNEEAa1NB.PA6ENAL between the top story and roof space. r'r 2-Im COMMON M K"YO 162', B•Ied EOMPON 'yo 162" 26 is,4vmRH.b15TTo 215T "°''r°R rill NAL 10. Protective panels shall be provided for glazed openings in accordance with 44 4-S'1(0.3'NNLS,Ui a-5•X lag°.SrA°LEs,,�•LROWN NYS code R301.2.1.2 if they are required. 2Dd Gp}Yf(M(4"XO IP2",;oR 52.OL.AT TGP AND mnaa A�"A°°°�° 11. All portions of the new structure are designed to comply with local geographic IOd BOX(5"N0.1]b');CR 24"O G—"L AT TDP 21 EUILi4/F°IROE9t AND V_A S,]INCH 11A+PA9R LAYERS 9"X0.191'NAILS AD BOTTOM STApOCREB ON and climatic criteria as stated in the following table. \ ]-]Dd Eiomw N C4"iY].142•,,OR FAGS NAL AT ENDS AND 5-IOC HOX m9._126"),DR AT E.NfM SPLIfl r4•W° 5'J'XO DI°NAIL5 "`°°° "k3w '°" GEOGRAPHIC & CLIMATE DESIGN CRITERIA 26 LCD6ER 51RIP 51PPDRTI G.IT5,5 OR RArR1tl S-Im ELrPTOft t5lj'XOJb]"7,OR AT F.AGI-GIST OR P,APiCR AIL"2D"l.OR rAC£NAIL Aera n,m r ,r x[cwrArorb 4-9'xD-191 NAIL" HRIDBWH To JasT 2-IOd ro"X012D") EAGi But,TGE NAL GROUND SNOW LOAD 45 ps1 NEW \ (i '; k, M100D 5th1GtURAL E.}LLS.5t6F1 WR ROOF AND INFERJOR 6•EAT`41 @ TO r 1140 AW PMTIGLE BOARD VW_L WIND SPEED 120 M P H 11 SNEATHNO T°FRAM',NC' :TAHLe NSO29h31 F°R wQJ 51gKTLRAL PANCL EXTEMI WALL 511£ATNIN®T°K"MAMIN01 FIXED 6'-0"x3'-O" mecMre2n]"Xo1ro'JNAL BBTLoae WALU F 11 ®"°M°` N '° " K' °da"a s"X'."''MA'L^e°°r, SEISMIC DESIGN CATATGORY B bd`a.°+oN""'Llz,u''aJ"'' 6 12, WEATHERING SEVERE O6G frlON 5X014e,NA1 DR 52 1)i^_1 A.- ed C21yxD 15I•,DE=OPINED NAIL a 12 FROST LINE DEPTH 36" D FRWA SHrA ° MODERATE TO HEAVY -� 55 MM—i K DR V GROWN STAPLE.gv. S b NEW N NEW -' 1,5•bTRJLTUIW.GELLW-eSGPISGI�OARD DECAY THREAT C.OL.UMN STRAPPING DETAIL 5WATHIN& SLIGHT TO MODERATE ;iy,'•sRGUaALGEW SLF @BD,Up D11�-E�DaI'EaDw�rA E�•�. ° WINTER DESIGN TEMPERATURE 11 NLGD 4380S AND. NL D 6080L NLGD 4380S F " TM� d °ALVAwx®RODFIN9 NAL xARE ,S"BYP5N45f@A'ININO GAL.VANiZEn.lx"LtJ9J�114.5cREW5, T T AS NOTED d 1%'°ALVAMI NOOPIN9 NAL STAPLE MASTER BEDROOM ^"'EWO12 HAZARD (NEW WINDOWS & DOOR) '° %'s�Ps')MSWATHWs oALvANIpED,l9lil' EHS,TTP£WORs T T sTweTwlu PAAris caMHl N+na+sLFa�uNDERLATM�r rc ETfAH1N6 bd C>EtOR"�(X'XO.0 9)NAIL.°R 41 9}'AW LE55 II'd GOMNON(2&Xo.IA')NAIL a I2 �``�"°Nd'XD19` a��9x� REV. 9 6 . 18 Otl EOMNAI ro"X014D"J FNR:DR NEW 'aUARD RAIL sb '_r emd� (h28�x_D izN�A� b 1] 2X8 @ 16" OC JOISTS 5P I)i'-IG" b 12 ■ TECO TO NEW 2X12 LEDGER FOR 51,1 erJr.2,.4 mm, Fme.•IO4A nm,1 MILE ITR HOR.04,1 mh; koI°e G45 NfPu BOLTED TO HOUSE FRAME W/ a NAILS ARE SMbDT11-faN540N,O%LR DEPYJIS,ET'J SHAJNS ENCE#P WHFRF.OTHERyUe2 STATED NAA3 UF.ED PDR PRAMINb AND eJIPAn1616 1 I D W GONN5STII W SHALL HAVE MININ:4 AVERAGB IWN01N YIGLO 5TRPI1sn A9'J1OMN, "t S POR NANN AMEf9e O"O.Ix2 N 2Oe 1/2" EPDXY COATED LAG BOLTS @ 16" OC STAGGERED r�.,NrA+NAU.4DXs1FLRSNA•:>rANIEEERSLARt:ERTHAND142INOHourNbTLAe�IeTHANam11tH,A*mlmK,fsaeSNANIC DIAM-TE%°F 0.142 INIII OR Lr5 YL STAPLES AIRS Ib BAHE WIRE A9 NAVE A wwxM 7/Ib-IN:M°N aANPfLR GR°YN WIDTH, L NAILS SHALL BE 5P- AT-O T CM THAN r rAk ON GBdtER AT ALL S E,PT1C 5 WEE$$PAN-5 IME ab INl1L'"°R 61EATEii d.FOUR-PLOT BY SI'aCn'ae<•LOT BT'4-FOGY'PANA9 SHALL M APRIPP YeRPGALLY. -- r.SPALINb(X PASTENExS NOT I'.LLbET,IN TNI5 TABLE SHALL!£DASEP ON TABy.E Rb02H(y. 1/V PRE»E ULTIMATE p'pSltiN 1"In`�ffii IS Ib MPH oR LESS,NAIL$POR ATTAGIB�S WelOp STRI!✓TRAL PANFl ROnF 9/1PAM1IIM1b tt, EXIST. 2X8 FL. JOISTS REBUILT EXIST. BALCONY 9ASLELTDWALLFRAMNDSIw°zSrAG£ve1Nu(esDNc£Nmewrn9eEmu-rIMATeDEsleNwlNDSh'�a15°ReATsrrwwl9oMrH, NAILS ran ATTAEHINB PAEL R']F rwEATHIN6 r0 WTERf'EDIATE W1°A^ll<T5 5HA19E S£$PACED b INCHES ON CENTER FOR MWMJM aD 1 DISTANCE FROM R1D®E5,P.AYES IAD°ABLE @UJ WALLS;AW 4 ANGLES I N G£NTtia IN °ABLE 91p WALL FRAMING. NEW 3-1/2"x 18" 3-1/2"x 1 1-7/8" 2.0E PARALLAM PLUS BEAM ACID �tµlTTan<DNh�•TH1Ne SHALL Gw-aRNr ro t`TM c 15°Ib Aw sHAu ac INSTALLED IN Ac rwce WItN w 255 rlHcxmARD ae^nnTas ,..�/^"�^"^-L nn GONFaRM TD ASrM G 201 \J F 1 y J I^ 2.0E PARALLAM PSI. STRAPPED TO POSTS & BALCONY JOISTS N.OPKlll oV AT nu,sDN rnoR9QBL'r NPAGIN5 F IFLIn Tn PAru msn arroRr AXEL M C-AFIel�TOFAHM F1 laD Yl% BLo(ACIN6 AO AT R0.-,R PERINTERS ONLY.SPAGIN'S OF FASTEtdRS ON ROOF 5NFAnMN6 DANCE EOSCS APPLIES TO P,W0.P W/ 1/2" STEEL FL P L SUPPORTED 6Y PRAMINS NL'-Dektl AND REd11RE0 BLOCICITb BLOGIUNb Or ROOP OR rLDDR SHEAMINB rAllg EDBEB PL9.PE'AIEULAR TD T11E FRAMNe Xffr-�0.5 NEED w.8=pppylpED£J(LFPr AS PFW IREn 9Y OMBI PFbY151Of.G OF ri115 LOGE F{.rna PBt(NffTER SHALL BE ADD NEW WALL FRAMING TO 6X6 ACID POSTS CLAD ANCHORED TO SPPacEOBrFRANnwo-�4B c.soLlDBoulNs S �tl/1 O ACCOMODATE NEW BEAM I N ONE A RA T 15 FASTEhiTJ J AN A Lb HN T PARA_IJ.L 6 X15 JOUST W MATS INAJEE W 1N THIS TH TH15 ,F WULE.TWD ODE NAil3 � �� •fir- 16"X16" CONCRETE PIERS ON 36 X 36" x 8" FTGs. T ONESIOEOFT O`X ER+ oLNULs IMN»E CEL N6 n1ST TO TDP MATS Auo OArE wTH HIS Sucvw E. Ne roE NAL (�n / THE LPPOSI TE SIDE a'THC al.R SHALL Nor EN:R13T11RED. )} ,\T p - ^ (P FIXED N FIXED r ¢' " CUSTOM 24'-0"x 6 1" SLID. GL. DOOR "';,?d LU LIVING ROOM w. N Ins , LU (NEW WINDOWS & DOOR) rrre-x� � A) EXIST. HOT TUB !EXIST. FL. JOISTS � � Po� PLANS, SECTION, ELEV. & NOTES ±•\ \\ „..erRe J J SCALE AS NOTED SEPTEMBER 1 , 2018 ROOF STRAPPING DETAIL A 101 Tess SECTION # 1 EAST ELEVATION 1 /4" = 1 T-01I' 9 . 1 . 18 1 /4" = 1 T-0" 9 . 1 . 18 1AR 1 1 OF 1 REV. 9.6. 18 REV. 9.6. 18 permits I drafting expediting PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241 PETERSON ARCH TECTURAL WORKS RKS TYP. 2-2X12 ACQ GIRDER ANCHORED TO 8" DIA. CONC. PIERS ON 16"x8" CONC. FTGS f•,i ' _ _ _ _ _ _ _ _ _ NOTE: ALL NEW ELECTRICAL WORK TO CODE " r _ WITH CARBON MONOXIDE AND SMOKE REMOVE E ST. SHED - - DETECTORS TO CODE. W E S T H A M p T O N NEW Y O R K oY —I t25'-1„ info@petersonarchitecturalworks.com UJ LINE OFX DECK ON- DE Ii TI8STREIvIAIN)UB NEW ROOF TO ALIGN WITH NEW DECK BELOW 6-0 L - - - - - - - - � - - _ o I� I + O 2X8 @ 1I OC DECK JOISTS p ---a — — — TNF OF R60E-0YER ANG— — cow ✓ io 00 x I = � N NEW ROOF BEt_ LID - I REMOVE IST SHED '00 I AUG 1 2 2020 N 0 — — -�— LIMN N (2) ML HD M I ALIGN I -+ EM E S EN Z - - - - - - - - - - - - - - - - - - — - - — — — n. ADDITIONAL LEDGER ABOVE TO SUPPORT ROOF OVERVANP 71r4ilr, 2X12 ACQ DECK LEDGER BOLTED TO HOUSE FRAMING W/ 1 �t I J wLJ1/2" EPDXY COATED LAG BOLTS @ 16" OC MIN. STAGPERIED ROWS w �� r ,t „ ��®=ONIEW 12" 12" SQUARE TRIMM P C LU 0000 O Oo NEW 2-2X10 HDR. C) OPTION FOR W10X45 FLUSH STEELG� IRDER -' w O °'' o� W WITH STRAPP NG TO POSTS AS PERI J a w mFIR CAST IRON INTERNAL LEA R w-I a W WITH 5"X5"X1/4" COLUMNS ON 'X15"X3/4" x C7 ONNE TED T DRYWELL FROM 67 Q FRAMIN CONNECTOR SHEETS ' BP WITH (4) 5/8" AB DRILLED 1N/EIPDXY & Q o �= a w U ' I TERNp,L DRAIN AT ROOF DECK AB VE wo�0 = , 12" EMBED. BUILD OUT WALL RAINING AS 0 iv � NEEDED TO ACCOMMODATE NEW TRTCTURE. O I I I Z0`v' O° II II GD f= z m Cn z( N 0418519 va z < w I F � - - -~ `rQ I- TAPERED D.J. �OF � fr w C7 I L_ 7T 1-3/4" x 9-1/2" ML seal N w 00 o z w 2X8 @ 16� OC DE K JOISTS 0z 00 @16" O.C. FOR W.P. DECK 0 0� (SEE NOTE) 1 = J = O I o O I NEW 3-1/2"X5-1/4" 1.8E o0 0- MASTER BEDROOM BALCONY It is a violation of the law for any person,unless acting under the w (9 Q ¢ I ( PSL COLUMN CONTINUOUS I F_ J 0 1 x (� cn m 0 x r> oo Q direction of the licensed architect,to alter an item in any way. z w Z) o I a N w I J =� I TO UPPER 2(3.1 OPTION FOR W10X45 FLUSH STEEL 1 = I @No ~ I 1 zx 1 (2) 2X10 HEADER oozzx o GIRDER WITH 5"X5"X1/4" COLUMNS. o INTERNAL LIVING ROOM g � � w �1 w Quo inX o Q M O I -' 0 � Q I I �T I MASTER BEDROOM BUILD OUT WA-L FRAMING AS NEEDED _ DRAINS & zco , � TO ACCOMMODATE NEW STRUCTURE. 1 z l LL I mQ O O wo z w Q C7 DOWNSPOUTS ' Z —ice Q - U ° I 7 2 C)0 7 --- -- 1 w r —�S- G — — o W 0 I Z _ w �� - z EXIST. 2X8 FL. J ISTS 00, 0 p O_ (� I z N I w w I I Q 1 000� Ir „ 4'-102 1,134 z I co N d'' �Id' z 1 00 O 10 p N N r x I I N� I �� W LIVING ROOM = j l NEW FLUSH IX I O v I "I z r I I N Q I I NOTIFY ARCHITECT WITH ROOF ri~ _ W 12X45 w r Q Q I o CONDITION, FLASH AND REPAIR AS z x ti �Iv �Icv ,_ w M Z a I N r O I I �: REQUIRED , , x 0 U z c� E O z ' t-Do I 1 �Q 1 Mbv r` DECK I I N 0 `-bN Q ' I I EXISTING WINDOW, CONFIRM WITH _H i i REV REVISION DATE 6 w Q - �j� _ _ CLIENT IF IT WILL BE REPLACED +ri I I x T N z I �' �-� —I CONFIRM SCREEN AND SILL WITH CLIENT w @� II ------------------- revisions ==n _ I I revisions ------- --� r------------ X I I / EXIST. FL. JOISTS CONTRACTOR TO TEMPORARIdY SUPPORT U- 2X8 @ 1 O FRAMING ABOVE FOR NE OPENING. BALCO Y OISTS 1 8"X16"X3/4" B WITH (4) 5/8" AB CONFIRM FRAMING IN CEILING JUPPORTING I I 1 D _ DRILLED W/EPDXY & 1 " EMBEDMENT FOR WALL ABOVE AND NOTIFY IAR IHITECT. I 1 I EXIST. ROOF B �/ W10X45 FL SH GIRDER OPTION 5,-$„ 1 EXI T. 6'-0" SLID. GL. DOOR N r —' I _ _ _ TO BE MADE FIXED 1 (2) ML H[ R r-NLIGN Cl) project NEW INTERNAL DRAIN AND CAST IRON REMOVE STEPS LIME OF BA CONY ABO NEW WATERPROOF DECK ASSEMBLY OVER 6"X6"X1i4" COLUMNS ON 16"X16" PIER & ro ec FINISHED LIVING ROOM BELOW. W.P. TO LEADER CONNECTED TO DRYWELL FOR L — — — — — — — — � T,_ I. ��_ � �_ � EXTEND UP WALL MIN. 18 INCHES 3'X3'X 1' FTG WITH 3-#4 REBAR GRID AT 8" OC ROOF DECK ABOVE 3" OFF THE BOTTOM OF THE FOOTING. 1 1 6'' 12"X12"X3/4" BP W/ (4) AB TYPICAL L - - - - - - - - J RE-BUILT DECK NEW INTERNAL DRAIN AND CAST IRON D E B O E R RESIDENCE LEADER CONNECTED TO DRYWELL PROPOSED PARTIAL 6"X6"X1/4" COLUMNS ON 16"X16" PIER & 3'X3'X1' PROPOSED PARTIAL FLUSH W10 X 45 1555 FLEETWOOD RD. FTG WITH 3-#4 FIRST FLOOR PLAN BOTTOM OF THEREBAR FOOTIINGRID AT 8" OC 3" OFF THE SECOND FLOOR PLAN 1 BEAM OPTION AT LIVING RM. CUTCHOGUE Scale: 1/4" =1'-0" 12"X 12"X3/4" BP W/ (4) AB TYPICAL Scale: 1!4 =1'-0" Scale: J4"=1'-0" NEW YO R K 5'-8" FROM FOUNDATION FACE TO NEW W12X45 PORCH BEAM CENTERLINE IF OPTION FOR W10X45 0 5� 10, 15, FLUSH BEAM IS SELECTED, SEE DETAIL 1 0 5' 10, 15' NOTE: REFER TO ENGINEER'S NOTES FOR f BRACING INFORMATION FOR NEW WORK D I J G ExS ".. f (TIOTREHQaN)UB 0 BE REPILACI'l) G F T B jAD C _`is•, O f2 PI.A / EXIST STEP-TO BE RE 1O11ED h ❑ P O S H A R F E A NV ABOVE ro•EE • 1 i o 110 10client II s II o 11 w x DEBOER NEW w R oM a S NEW 2-2X10 HDR. FIXED WITH STRAPP NG TO POSTS AS PER 2X8 @ 16" OC JOISTS TECO TO NEW 2X10 LEDGER 6'-0"x3'-0" _ O O w p N mow¢ j TO BE AEP•A(, FRAMING CONNECTOR SHEETS I��-EX-r�rN�AtirNaz,� �;m m BOLTED TO HOUSE FRAME W/ 1/2" EPDXY COATED I N w LAG BOLTS @ 16" OC STAGGERED 1 N 1 NEW METAL AND CABLE HANDRAIL SYSTEM TONEW N N NEW 1 I a o / CODE, CONFIRM WITH CLIENT NEW METAL&CABLE RAILING NLGD 4380S AND. N GD 6080L NLGD 4380S I I ® o 101 OPTION FOR WATERPROOF BALCONY: SYSTEM INSTALLED TO CODE I I x • RIP 1-3/4" X 9-1/2" ML JOISTS MIN. 1/4" PER FOOT I 1 x a content ''`® "- "- �..° _°' ' ' '� '.� "�, � .-" • 1/2" PLYWOOD w _ NEW ROOF MASTER BEDROOM BAL NY • 60 MIL MIN. EPDM WATERPROOF MEMBRANE I 1 • 2x TREATED SLEEPERS OVERHANG TO MATCH 1 1 I • 5/4 x 6 DECKING AS PER CLIENT, ALIGN WITH DOOR SILL EXISTING ROOF EXIST 6'-O'SLID GL.DOo PARTIAL PLANS, NEW 3-1/2"x 18" 2.0E P RALLAM PSL W/ 1/2" I • MINIMUM (3) DRAINS CONNECTED TO INTERNAL �+ STEEL E PL ADD NEW WALL FRAMI G TE DOWNSPOUTS INSTALLED WITHIN CORNER 10" TRIMMED - ` EXISTING 1ST FLOOR PLAN .6'_ . SECTION & ELEVATION ACCOMMODATE NEW BEAM - SEE ENGINNER'S NOTE I COLUMNS 12 a EXIST.Deck I I • 1X SOFFIT AS PER CLIENT EXIST. 2X8 FL. ISTS -'-'s- I NEW 12"WIDE t9-3/4 tJ TRIMMED PORCH BEAM, REBUILT EXIST. BALCONY N NEW W 12 X 45 STEEL GIRDER (DROPPED) CONFIRM WITH CLIENT I r I AND WELDFLANGES SHEAR TO COLUMNCONNECTION =_______—__ _---------- -------____ -_________= 3-O EXISTING PARTIAL I W 112', I FIRST FLOOR PLAN 6"X6"X 1/4" COLUMNS ON 16"X 16" PIER & LIVING ROM = FIXED NEW FIXED I I 3'X3'X 1' FTG WITH 3-#4 REBAR GRID AT 8" OC REFER TO DETAIL 1 IF W1OX45 FLUSH Scale: 1/8"= 1'-0" CUSTOM 24'-0" x 6'-1 1" SLID. GL. DOOR STEEL BEAM IS SELECTED FOR TRIMMED 12 OFF THE BOTTOM (4 THE FOOTING. (OPTION FOR FUL HEIGHT SLIDER DOOR Ull V OPTION FOR W10 45 FLUSH STEEL � � �'0000 I I 12"X12"X3/4" BP W/ (4) AB TYPICAL COLUMN AND BEAM SIZES GIRE ER , SEE DETAIL -H I I I I DECK 5/4x6 WOOD DECKING r I I 2X8 @ 16" OC ACQ DECK JOISTS D CONFIRM SCREEN AND SILL 'NITH CLIENT I I NEW 12"SQUARE ARCHITECT'S DRAWINGS ARE SUPPLIED BY CLIENT WITH PERMISSION I I TYP. 2-2X12 ACQ GIRDER ANCHORED TO TRIMMED COLUMNS, EXIST. HOT TUB FROM PREVIOUS DESIGNER. ARCHITECT ASSUMES NO LIABILITY FOR drawn by: I 8" DIA. CONC. PIERS ON 16"06"x8" CONC. FTGS CONFIRM WITH CLIENT INACCURATE REPRESENTATION OF EXISTING CONDITIONS OR UNSEEN EP EXIST. FL. JOISTS I I �_ STRUCTURAL DAMAGE. ------- ��-� ALL PROPOSED WORK TO BE APPROVED BY ENGINEER CONTRACTOR TO checked by: ILAA 8"X 1 Ei"X3/4" B WITH (�) 5/8" AB ., I I I I DRILLED W/E:PDXY & 1 " EMBEDMENT FOR RE-BUILT EXIST. DECK FOLLOW SPECIFICATIONS PROVIDED BY ENGINEER FOR CONSTRUCTION TO VV1OX45 FL SH GIRDER OPTION I I I I CODE. CONTRACTOR TO REPORT ANY CONFLICTS OR INACCURATE NEW DECK EXTENSION BEHIND EXISTING HOT TUB DIMENSIONS TO ARCHITECT FOR RESOLUTION. date: "I ORIGINAL DRAWINGS PREPARED BY: 07/28/2OZ0 PARTIAL PARTIAL JOAN CHAMBERS drawing no. IS ROPOSED SECTION PROPOSED REAR ELEVATION PO BOX 49 SOUTHOLD NY 119710- SCTM# 1000-137-4-34 Q ale: 1/4":= 1'-o" Scale: 1/4"- 1'-o" 6 31 -2 9 4-4 2 41 ZONE R-40 .31 ACRES p Table 3.2 Silt or Bottom Plate to Foundation Connection Exposure B Footnotes for Table 3.2A 2015 IRC TABLE Rs01.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Requirements for Wind p �Xp®St��"eS all[ i SFr„ _ Dead Load Assumptions:Roof/Ceiling Assembly DL=15 psf,Waii DL=121 plf Prescriptive limits are based on assumptions in Table 3.2. WIND DESIGN SUBJECT TO DAMAGE FROM GROUND Wind SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN 2 Anchor bolts shall be uniformly distributed along the length of the sill plate.For anchor bolt limitations see Section %V IE S T H Q M P Ir(aN NEW Y O R K SNOW Speed Topographic borne HAZARDS 70D-yr.Wind Speed 3-second gust(mph) 110 115 120 130 140 Special DES GN Frost DESIGN UNDERLAYMENT FREEZING ANNUAL 3.2.1.7. LOAD (mph) effects wind debris CATEGORY Weathering line Termite TEMP REQUIRED INDEX TEMP 3 Sill plates are assumed to be treated Southern Pine. info@petersonarchitecturalworks.com zone ' region depth Roof Required Capatlty of tonne on plf)''2'3'° Foundation s Tabulated shear capacity is tabulated based upon a 10 ft wall height and 10 ft top plate to ridge height.For other Moderate 500 Connections Span conditions multiply value b the following adjustment. 25 PSF 130 NO NO 1 B Severe 3'.0" To Heavy 15 YES NO OR LESS 51'� Supporting (ft) U L S U L S U L S U L S U L $ P y y g j 12 - * 134R - * 147R - * 160 23 * 188R 49 * 218R Roof+1floor Roof+2Floors Roof+3Floors 16 - - 10 40 73 Wall Height Roof&1 20 - 6 23 58 96 8` 10' 8' 10' 8' 10' LISTED TABLES TAKEN FROM THE 2015 WOOD FRAME CONSTRUCTION MANUAL (WFCM) Floor 24 - 16 35 76 120 Tolate o Roof Pitch Ridggee Height Adjustment Factor 28 6 27 48 94 144 32 14 37 61 112 168 ft Sill Plate to 0'(flat) 0.58 0.72 0.66 0.81 0.70 0.85 Foundation 36 22 1 1 47 74 131 192 <6:12 S. 0.66 0.79 0.71 0.86 0.74 0.90 (Crawl Space or 20 - * 202R - * 221R - * 240 - * 282R 24 * 327R Table 3.1 Nailing Schedule 24 _ - 4 47 5. 0.74 0.86 0.75 0,91 0.77 0.93 Basement) Roof&2 5' 0.72 0.86 0.75 0,90 0.77 0.93 28 - - - 22 71 10, 0.87 1.00 0.85 1.00 0.84 1.00 Number of Numberof Floors 32 - _ _ 40 95 �6:12 is, 1.01 1.14 0.95 1.10 0.91 1.07 Joint Description Common Nails Box Nails Nall Spacing 36 _ _ 1 58 119 20' 1.15 1.29 1.04 1.19 0.99 1.14 ROOF FRAMING 28 - * 270R - • 295R - * 321 - * 376R - * 43TR .�� Roof&3 Rafter to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A) per rafter 32 - - III- 23 Ceiling Joist to Top Plate (Too-nailed) (see Table 3.4A) (see Table 3.4A) perjoist Floors - I - - - 36 47 Ceiling Joist to Parallel Rafter(face-palled) (see Table 3.9A) (see Table 3.9A) each lap Ceiling Joist Laps over Partitions (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap 12 - 79 436 a - 87 436 3 - 94 436 23 111 436 a 49 129 436 s Collar Tie to Rafter (Face-palled) (see Table 3,6) (see Table 3.6) per tie 16 - - 10 40 73 Blocking)to Rafter(Toe-nalled) 2-8d 2.10d each end 20 - 6 23 58 96 Table 8.2B Bottom Piste to Foundation Connections(Anchor seal Rim Board to Rafter(End•nalled) 2-16d 3-16d each end - Roof 24 is 35 76 120 7►p®'.�111'eS Bolts) Resisting Lateral and Shear Loads from Wind It is a violation of the law for any person,unless acting under the WALL FRAMING 28 6 27 48 94 144 B and � direction of the licensed architect,to alter an item in any way. Top Plate to Top Plate (Face-nalled) 2-16d' 2-16d' per foot 32 14 37 61 112 168 (Prescriptive Alternative to Table 3.2) Top Plates at Intersections (Face-nalled) 4-16d 5.16d joints-each side Stud to Stud (Face-nalled) 2-16d 2-16d 24"o.c. Wall Bottom Plate 36 22 47 74 131 192 Header to Header(face-nalled) 16d 16d 16"o,c.along edges to Foundation 20 - 79 436 s - 87 4361 - 94 436 - 111 436 a 24 129 436 a (Slab-on-Grade) 24 - - - 4 47 For Exposures B&C and all Wind Speeds . Top or Bottom Plate to Stud (End-nalled) (see Table 3.SA) (see Table 3,5A) per stud Roof&1 Maximum Anchor Bolt Bottom Plate to Floor lolst,Bandjolst,Endlotst 2.16d''2 2.16dt'2 per foot Floor 28 - 22 71 Anchor Bolt Diameter(in.) 2,2,3,a 32 40 95 Spacing(in.) or Blocking (Face-nailed) 36 - 1 58 119 12" 31 FLOOR FRAMING Joist to Sill, Top Plate or Glydor (Toe-nailed) 4-ad 4-10d per joist Roof&2 28 • 79 436 a - 87 436 aJ94 436 111 436 3 - 129 436 s 5 8" 48 Bridging to Joist(Toe-nailed) 2-ad 2-10d each end Floors 32 23 36 - - - 47 1 Prescriptive limits are based on assumptions in Table 3.2. Blocking to Joist(Toe-nalled) 2-8d 2-10d each end : When anchor bolts are used to resist uplift,lateral,and shear loads,the maximum anchor bolt spacing shall not exceed Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4.16d each block u = Connector uplift load, Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist L o Connector lateral load(perpendicular to the wall), the lesser of the tabulated values for uplift loads(Table 3.2C)or lateral and shear loads(Table 3.28). For other anchor Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d perjoist S e Connector shear load(parallel to the wall), bolt limitations see Section 3.2.1.7 and 3.2.2.3. Band Jclst to Joist(End-nailed) 3-16d 4-26d perjoist Band Joist to Sill orTop Plate(roe-nailed) 2-16d 3-i6d per foot R = L/W for wind perpendicular to the ridge and WJL for wind parallel to the ridge,where W is the building width and Tabulated anchor boil spacings for shear loads assume walls are sheathed In accordance with section 3.4.4.2. For other REV REVISION DATE ROOF SHEATHING L is the building length, wall sheathing types the tabulated anchor bolt spacings shall be multiplied by the appropriate sheathing type adjustment * Anchorage required to resist lateral loads shall be determined in the foundation design per Section 1.1.4. factor in Table 3.17D,but in no case shall anchor bolt spacings exceed 6 feet on center. Wood Structural Panels ad led (see Table 3.10) Lateral connections shall be designed to resist the toads in Table 3.5. • • Diagonal Board Sheathing See footnotes 1-4. 1"x6"or 1"x8" 2-8d 2-lDd per support revisions 1"x10"or wider 3-Sd 3-10d per support CEILING SHEATHING Footnotes for Table 3.2 Table 3.2C Sill or Bottom Plate to Foundation ConnectionsExposure y �+ G�ypsuum Wallboard Sd coolers Sd coolers 7"edge/10"field Expl o s u re B (Anchor Bolts) Resisting Uplift Loads from Wind WALL SHEATHING 1 Tabulated uplift and lateral loads shall be permitted to be multiplied by 0.75 and 0.92,respectively,for Wood Structural Panels 8d 10d (see Table 3.11) framing not located within 8 feet of building corners. (Prescriptive Alternative t0 Table 3.2) Structural Fiberboard Panels 2 700- Wind Speed 3-second u iJ2" li ga.gale. roofing nail - 3"edge/6"field Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 9 psf yr• p gust(mph) 310 115 120 i3o 140 150 160 170 180 195 (0,12o"xl-1J2"long x 7/16"head) (0.6 x 15 psf=9 psf)and wall assembly dead toad of 73 plf(0.6 x 121 plf). " a Sill or bottom Plate to Foundation Anchor Plate Foundation Supporting 25/32" 11 go.galy. roofing nail 3 edge/6' field Tabulated shear capacity requirements assume all walls are sheathed in accordance with Section Bolt Connection Resisting Size pp0 g Maximum Anchor Bolt Spacing(in.)1•2 (0.120"xl-3/4"long x 318"head) 3.4.4.2. For other wall sheathing types the tabulated shear capacity of the connection shall be divided project I I Gypsum Wallboard 5d coolers Sd coolers 7"edge J 1W fold by the appropriate sheathing type adjustment factor in Table 3.170. 8 En Zones Hardboard 8d 8d (see Table 3.11) 4 Tabulated shear capacity is tabulated based upon a 10 ft wall height and 10 ft top plate to ridge height. 2x4 1.3 stories 7z 71 57 43 35 30 27 z4 zz zo Interior Zones Particleboard Panels 8d ad (see manufacturer) For other conditions,multiply value by the following adjustment. 1-3 stories 72 72 66 50 41 35 31 28 26 23 D E B O E R RESIDENCE Uplift toads Diagonal Board Sheathing 8'End Zones 1"x6"or 1"x8" 2-8d 2-10d per support Roof+1 Floor Roof+2 Floors ROOf+3 Floors Zx6 1-3 stories 72 72 68 51 42 36 32 29 26 23 1"xi0"or wider 3-8d 3-10d per support Wall Height 8' 10' 8' 10' 8' 10' Interior 42 1555 FLEETWOOD RD. FLOOR SHEATHING Top Plate to Ridge 1-3 stories 72 72 72 60 49 42 37 34 31 27 Wood Structural Panels ROOF Pitch Adjustment Factor 1"or less ad 10d 6"edge/12"field Height ht ft groaterthan 1" 10d i6d b"edge J i2"field 0'(flat) 0.58 0.72 0.66 0.81 0.70 0.86 U TC H O G U E Diagonal Board Sheathing 56:12 5' 0.66 0.79 0.71 0.86 0.74 0.90 NEW YO R K 1"W'or 1"x8" 2-Sd 2.10d per support 10, 0.74 0.87 OJ6 0.91 0.78 0.94 1"x10"or wider 3-8d 3.10d per support 5' 0.72 0.86 0.75 0.90 0.77 0.93 Footnotes to Table 3.3A -�Na fling requirements are based on wall sheathing nailed 6 inches on-center at the panel edge.Alternative nailing schedules shall >6:12 10, 0.87 1.00 0.85 1.00 0.84 1.00 be used where wall sheathing nailing is reduced.For example,if wait sheathing is nailed 3 inches on-center at the panel edge to 15' 1.01 1.14 0.95 1.10 0.91 1.07 1.Presolptive limits are based on assumptions in Table 3.3. obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall be 20' 1.15 1.29 1.04 1.29 0.99 2.14 2.Anchor bolts shall be uniformly distributed along the length of the sill plate.See Section 3.2.1.7 for anchor bolt limitations. used to maintain the load path. S.Sill plates art assumed to be treated Southern Pine. When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 4,Whert the lateral force resisting system is other than wood structural panel shear walls the number of anchor bolts required shall be increased by 1 15d nail per.foot.. _ _ multiplyingb 3,25. Y 5.The number of foundation sill plate anchor bolts can be determined for other load cases by multiplying by the appropriate adjustment factor given in the following table: Table 3.3A1 1/2"Anchor Bolts-Foundation Sill Plate Connection GS L 30 Table 3.3A4 5/8"Anchor Bolts-Foundation Silt Plate Connection G S L � 30 Minimum Roof/Ceiling Assembly=15 psf Roof/Ceiling Assembly 25 psf Resisting Shear Loads from Seismic(prescriptive ^ Air Resisting Shear Loads from Seismic(prescriptive Foundation Building Floor-12 psf Floor-20 psf Floor-12 psf Floor-20 psf Floor-12 psf Floor*20 psi Floor-12 psf Floor*20 psf alternative to Table 3.3) " 6 alternative to Table 3.3;) � = 5'811 Supporting Dimension,W Partition-8 psf Partition-8 psf Partition=8 psf Partition-8 psf Partition-8 psf Partition=8 psf Partition-8 psf Partition-8 psi (Dead Load Assumptions:Roof/ceiling=1.5 psf,Floor=12 psf,Partition=8 psf,Wall=110 plf; (Dead Load Assumptions Roof/ceiling=15 psf,Floor=12 psf,Partition=8 psf,Wall=110 plf; (ft•) wall=180 plf wall-180 plf wall-110 if wall=110 H Walla 180 plf w811=190 if wan=I10 if wan-110 plf Foundation slit plate connection shear load adjustment factors Ground Snow Load=30 psf;Lateral force resisting system:Woad structural panel shear walls) Ground Snow Load=30 psf;Lateral force resisting system:Wood structural panel shear walls) 12 1.33 1.41 1.00 1.10 1.51 1.60 1.18 1.28 client Minimum SDC A SDC B SDC C Minimum SDC A SDC B SDC C 16 1.30 1.39 1.00 1.12 1.49 1.59 1.20 1.31 Foundation Building L/W L/W L/W Foundation Building L/W LJW L/W 20 1.27 S.iB 3.00 1 3 .45 1.57 1.21 1.35 B Roof,Centng Supporting Dimension,W :1 2.5 2 2.5 3 1 is 2 2.5 3 1 1.5 2 2.5 3 Supporting Dimension,W 1 1.5 2 2.5 3 1 1.5 2 2.5 3 1 1.5 2 2.5 3 &1 Floor 24 1.24 1.37 1.00 1.14 1.45 1.57 1.21 1.35 (ft) Number of Bolts Required"z4'`"s (ft) Number of Batts Required' 28 w 1.22 a 1.36 1.00 1.15 1.44 1.57 1.22 1.37 D E B O E R 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 32 1.21 1.35 1.00 1.15 1.43 1.56 1.23 1.38 16 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 16 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 36 1.19 1.34 1.00 1,16 1,42 1.56 1.23 1.39 20 1 1 1 1 1- n1 1 1 .2 .�2 1_w ..., 1..:.. <Z...., z._,. 2 - ,� _.. ---„.,,.. • .-- .- - , ,, - ,,- -=_..-x -•... mr_,_ 12 1.36 1.46 1.00 1.13 1.48 1.58 1.12 1.25 Roof,Calling,& Roof,Ceiling,& 20 1 l 1 1 1 1 1 1 1 1 1 1 1 2 2 1 2 2 2 1 2 2 3 3 224 1 8 1 1 1 1 1 1 1 1 1 . 2 1 1 2 2 2 16 1.32 1,45 1.00 1.15 1.44 1.57 1.13 1.28 1 Floor 1 Floor 1 1 1 1 1 1 2 2 1 2 2 2 3 20 1.29 1.43•� °-'1.6' 1.1.7 1.A2 1.5fi 1.13--~ -1.30' 24 1 1 1 1 1 28 1 1 1 _ .1 2 1 _,-- 2 _ 2 2 2 2. 2 3 3 .4 2 aof Gblln 32 1 1 1 2' - 1 2 2 3' - 2 3 3 4' - 32 1 1 1 1' 1 1 2 2' - 2,. 2 2 I 3' R&2lFborsg 24 1.27 1.42 1.00 1.18 1.40 1.55 1.14 1.32 36 1 1 2 27 - 2 2 3 3' - 2 3 4 4' - 36 1 1 1 1' - 1 2 2 2' - 2 2 3 3' 28 1.25 1.41 1.00-11 1.19 1.38 1.54 1.24 1.33 12 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 32 1.23 1.40 1.00 1.19 1.36 1.54 1.14 1.34 16 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 16 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 36 1.21 1139 1100 1.20 1.35 1.53 1.15 1.35 "�,�," ."°, '-,'"".'•�,,,•" '",..,-,""".�"'."" ""'""`"f""."�.""",-.."-�,�'""""'"'�` ". ".�"'�"�"��""°"".""""x,c.`"".�' " .,�• 12 1.37 1.49 1,00 1.14 1.46 1.57 1,09 1. 20 1 1 1 1 2 1 2 2 2 3 2 2 3 3 4 m�.2o 1 1 1 1 -.1_ 1 2 2 2 i 2 2 2 3 Roof,Ceiling,& Roof,Ceiling,& 16 1.34 1.47 1.00 1.16 1.42 1.56 1.09 1.26 content 24 1 1 1 2 2 2 Z 2 3 3 2 3 3 d 5 24 1 1 1 1 2 1 2 2 2 2 2 2 3 3 3 _ _ _ 2 Floors 2 Floors 28 1 -. 1 2 2 2 2_< _2 3 4 4 3 3 4 S 6 28 . 1 1 , 1 2 2 1 2 2 3 3 2 3. 3 . 4 4 1,18 -1.40 1.55 1.10 1.28 Roof,Ceiling 20 130 146 100 f r f > r - r - 3 4 q 5' 28 1.25 1.44 1.00 1.21 1.35 1.53 J 7 - 24 1.2a 1.45 1.00 1.2D 1.37 1.54 i:io :� NAILING AND FASTENER 32 1 2 Z 2 2 3 4 4 - 3 4 5 6 32 1 1 2 2 2 2 3 3 &3 Floors 3b 2 2 2 3 - 3 3 4 5 - 4 S 6 7 - 36 1 2 2 2 2 3 3 3 _ - 12 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 12 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 32 1.22 1.43 1.00 1.22 1.32 1.53 1.11 1.32 CONNECTION SCHEDULES 16 1 1 1 1 2 1 2 2 2 3 2 2 3 3 4 16 1 1 1 1 1 MM1 1 2 2 2 1 2 2 2 3 3 1.22 1.42 1.00 1.22 1.32 1.52 1.11 1.33 m.. _., _. -, .. -- ,,... ... - • «- ,..M .� _- .".- ,, 20 1 1 2 2 Z 2 2 3 3 d 2 3-4-4-5 20 1 1 1 1 2 1 2 2 2 3 2 2 3 3 4 6.Effective seismic weight used to determine foundation sill plate anchorage lead includes 201A of ground snow load where the ground snow toad exceeds 30 Roof,Celting& Roof,Ceiling& 3 Floors 24 1 2 2 2 3 2 3 3 4 5 3 4 5 6 7 24 1 1 2 2 2 2 2 3 3 8 2 3 4 4 3 psi. Sos used for SDC A,B,C,Do,D,and C12 areas follows:565=0.17 for SDC A;So5=0.33 for SDC B;SeS=0.50 for SDC C;Sd5=0.67 for SDC Do;5�=0.83 for SDC DI; 3 Floors 28 2 2 2 3 3 3 3 4 5 6 4 5 6 7 8 28 „1 2 2 2 2 2 3 3 4 4 3 4 4 5 6 Sos=1.li for 5DCD2. 32 2 2 3 3' 3 4 5 6' - 4 6 7 9' 2 1 2 2 3' - 2 3 4 4' - 3 d 5 6' - 7.The number offoundation sill plate anchor bolts is based on a building length,L,equal to 80 ft. 36 2 3 3 4' - 4 5 6 7' - 5 7 9 10 36 2 2 3 3' 3 4 4 5' - 4 5 6 7' Minimum SDC Do SDC D, SDC D, Minimum SOC Do SDC D, SDC D, Foundation Building L/W L/W Foundation Building L/W L/W L/W Supporting Dimension,W 1 1.5 2 2.5 3 1 1.5 2 2.S 3 1 1.5 2 2.5 3 Supporting Dimension,W 1 is 2 2.5 3 1 1.5 2 2.5 3 1 1.5 2 2.5 3 ft) Number of Bolts Required •''`•sA (ft) Number of Bolts Required"""""' Table 3.36 Bottom Plate to Foundation Connections(Anchor Bolts)Resisting Shear ' E V � 3 E D 12 1 1 1 1 2 1 1 2 2 2 1 2 2 2 3 12 1 1 1 1 1 1 1 1 1 2 1 1 1 2 2 16 1 1 2 2 2 1 2 2 2 3 2 2 3 3 4 16 1 1 1 2 2 1 1 2 2 2 1 2 2 2 3 from Seismic 20 1 2 - 2 3 3 2 2 3 3 4 2 3 3 4 5 20 1 1 2 2 2 1 2 2 2 3 "2 "2� 8 34 Roof,Gelling,& Roof,Ceiling,& 24 2 2 3 3 4 2 3 3 4 5 3 4 d 5 6 24 . 1 2 2 2 3 2 2 2 3 3 2 3 3 4 S For Seismic Delsgn Categories A,B,C,Da D1,and D2 1 Floor i Floor d 28 2 3 3 4 5 2 3 4 5 , 6 3 4 6 . 7 8 28 ,.,2 2, .3 3 . 3 .. _Z, . 2 .. - 3 , ..:.,4 , . 4 _ 2 „ 3 4 , . 5 _ ,5 town y 32 2 3 4 5' - 3 4 5 6' - 4 5 7 8' - 32 2 2 3 a' - 2 3 4 4' - 3 4 5 b' - Anchor BOIt Diameter(in.) Maximum Anchor Bolt Spacing(in.)it b , 36 3 4 5 5 - 3 5 6 7' - 5 6 8 9' 36 2 3 4 4' - 3 3 4 5 - 3 5 6 6' - 1/2" 67 E P 12 1 2 2 2 2 2 2 2 3 3 2 2 3 3 4 12 1 1 1 2 2 1 1 2 2 2 1 2 2 3 3 2 2 3 2 2 2 3 3 2 3 3 4 4 s.�-«.20» z.._,._4 3:..-"•,.3., .4 5�� _3 3 4 5 6 3 5 6 7 8 Roof,Ceiling,& 16 1 2 2 :3'-3-1-4 ' -3 -�� 20 2 2 3 3 $ 2 ' 3 3 4 4 B 3 4 5 6 5/8" 72 checkedby. Roof,Geeing,& 24 3 ' 4 4 5 6 3 4 5 6 8 4 6 7 9 10 24 2 3 3 4 4 2 3 4 5 5 3 4 5 6 7 1.Tabulated anchor bolt spacings assume shear walls are sheathed in accordance with Section 2 Floors 2Floors 28 2 3 4 5 5 3 4 5 6 7 4 5 7 8 9 as 3 _ _4 s u 7_ 7` a__- s, 7 B _ s_ 5 7 9 ,u 13 3.4.4.2.for other wail sheathing types the tabulated anchor bolt spacings shall be multiplied by 32 3 4 5 6' 3 5 6 7' - 5 6 8 10' 32 4 5 7 8' - 5 b 8 10' - s 9 11 14' - - the appropriate sheathing type adjustment factor in Table 3.17D.For anchor bolt limitations date: > > > 36 3 5 6 6' - 4 6 7 a' - 6 8 10 117 - " 36 5 6 8 9 - 6 8 i0 11 - 8 li 14 15 - see Section 3.2.1.7. O�/��/2020 12 2 2 3 3 3 2 3 3 4 4 3 3 4 5 6 12 1 2 2 2 3 2 2 2 3 3 2 2 3 4 4 2.Wall bottom plates are assumed to be treated Southern Pine. 16 2 3 4 4 5 3 4 4 5 6 4 5 6 7 8 15 2 2 3 3 4 2 3 3 4 4 3 4 4 5 6 20 3 4 5 6 7 4 5 6 7 8 5 6 8 10 li 20 2 3 4 4 5 3 3 4 5 6 4 5 6 7 8 Roof,Calling& Roof,Ceiling& 24 3 4 5 5 6 3 4 6 7 8 4 6 8 9 11 24 4 5 6 8 9 5 .6 8 9 11 6 s 11 13 15 3Floors28 rowing no. 3 Fh�ors 28 .3 5 6 7 8 4 . 6 -7 8 9 6 8 10 12 13 b 8 10 12 13 8 ,,..... .....:... ...... ..� ,._ , __ ..T. _... . - _.-.... ..;;...: _.,. � .-.,.. 32 4 6 7 $' - 5 7 9. 10' -, 7 9 ..- 12 - 32 6 8 30 12 - 7 9 12 15 - 9 13 17 20 147 36 7 9 12 137 8 11 15 16' - 11 16 20 227 - 36 5 7 8 9' - 6 8 30 11' - 8 11 14 16' .a.._7 1 r__1 0 0 Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and Exposure B Table 3.5 Top and Bottom Plate to Stud Lateral Connection ®� �� Table 3.6 Ridge Connection Requirements for Wind p E r E R S O N Q R C H �u E C�T U R Q L WORKS Shear Connection Requirements Requirements for Wind Loads (Dead Load Assumptions: Roof Assembly DL=10 psf) (Prescriptive Alternative to Table 3.4) 700-yr.Wind Speed �- 700-yr.Wind Speed 130 115 120 230 140 150 160 170 180 195 7 second gust(mph) 310 115 120 130 140 150 160 170 180 195 3-second Wind Speed 110 115 220 130 140 350 160 270 180 295 3-second gust(mph) ,�- 3-second gust m h Roof Pitch Roof Span i z a s Rafter/Ceiling Joist wall Numbe f 8d Co on Nails or 10d Box Nails(Toenailed) Wall Height(ft) Unit Framing Loads(plf)i,z (ft) Required Capacity of Ridge Connection(pif)' ' ' W E S 4 H Q M p 4 O N N E /�jU P O R K Height i,zs,a Spacing(in.) RequiredinEa Raftera d/or Ceiling Joist to Top Plate Connection 12 77 91 105 136 169 205 243 284 327 397 info@petersonarchitecturalworks.com . ft. 8 67 73 79 93 108 124 141 159 178 209 �p 3 2 2 2 2 3 3 3 3 3 3 10 79 87 94 ill 129 148 168 190 212 249 16 103 121 141 _182 226 274 325 379 436 529 12 .ZOp M ~ u�128 152 „M 176 227 82 342 406y 473 a 545 661 1.0 2 2 2 2 3 3 3 3 3 3 -� 12- 91 � 100 0 128 148 M 170 -m 193 8 245 2$7W ' B 2 2 2 3 3 3 3 3 3 3 I 14 103„ 112 122 144 167 191 21$ 246 275 323 3:12 24 154 182 211 272 339 410 487 568 654 793 16 28 180 212 246 318 395 479 568 663 763 925 ].0 2 2 2 3 3 3 3 3 3 4 . �B 3 3 59 3 4 5 5 5 5 5 5 t . _.. m_ . _.16 114 124 135 159 184 212 305 358 32 206 243 281 363 452 547 649 758 873 1057 18 124 136 148 174 201 231 263 297 A 24 333 391 36 231 273 316 409 50$ 616 730 852 982 1190 10 3 3 3 4 5 5 5 5 5 6 20 135 147 160 188 218 250 285 321 360 423 12 65 77 88 113 139 168 199 231 266 321 1 Prescriptive limits are based on assumptions in Table 3.4. 1 Tabulated framing loads and connection requirements s all be permitted to be multiplied by 0.92 for framing not located 87 102 118 150 186 224 265 308 354 428 2 When ceiling Joists are installed parallel to rafters,the sum of the toenails in the rafter and ceiling joist shall equal or exceed 16 within 8 feet of corners. ;_.. 7 .�.r _ ,- .„. 20 109 128 147 i88 . ~232 4�280 �. 331 385 443 536 the tabulated number of nails required. 3 To avoid splitting,no more than 2 toenails shall be installed in each side of a rafter or ceiling joist when fastened to a 2x4 2 Tabulated framing loads are specified in pounds per linear foot of wall. To determine connection requirements,multiply 4:12 24 131 153 176 226 279 336 397 463 532 643 top plate or 3 toenails in each side when fastened to a 2x6 top plate. the tabulated unit lateral framing load by the multiplier from the table below corresponding to the spacing of the 28 153 179 206 _ 263 325 392 464 540 620 750 connection: 32 174 204 235 301 372 448 530 617 709 857 4 Where top plate•to-ridge heights exceed 10,they shall be adjusted as follows: 36 196 230 264 338 418 504 596 694 797 964 ' � � Connection Spacing(in.) 12 16 19.2 24 48 12 51 60 69 88 109 132 156 182 209 2S3 Wall Height 8 10 Multiplier 1.00 1.33 1.60 2.00 4.00 16 68 80 92 1_18 146 176 208 242 279 337 Top Plate t( Ridge Adjustment Factor 20 85 100 115 147 182 220 260 303 43 8 421 Height(ft) 5:12 24 102 119 138 177 219 264 312 364 41$ 506 10' 1.15 1.25 FLOOR JOIST 28 119 139 161 206 255 308 364 424 488 590 15' 1.15 1.25 seal 32 136 159 184 236 292 352 416 485 557 674 L20' 1.40 1.50 36 153 179 207 265 328 396 468 545 627 758 It is a violation of the law for any person,unless acting under the 12 48 55 63 81 99 119 141 164 188 227 direction of the licensed architect,to alter an item in any way. 16 _63_ 74_ 85 108 133 159 188 218 250 302 20 ?9 92 � 106 135 166 199 235 273 313 378 Table 3.48 Shear Walls Resisting Uplift and Shear' �� ®� �� 6:12 24 95 ill 127 162 199 239 282 327 376 453 (Prescriptive Alternative to Table 3.4) 28 ill 129 148 188 232 279 329 382 438 529 32 127 148 169 215 265 319 376 436 501 605 36 143 166 190 242 298 358 423 491 564 680 _- 700- r.Wind S eed 3-second ust m h 110 115 120 130 140 150 160 170 180 195 LATERAL 12 49 55 62 76 94 112 132 153 175 211 Top&Bottom of 16 65 73 82 102 125 149 176 204 233 281 Wood Structural Panel Shear Wall G _. Panel Nailing FRAM = 20 81 92 103 127 i56 187 220 254 291 351 Requirements LOADS 7:12-12:12 24 98 110 123 153 187 224 263 305 350 421 Requirements Maximum Roof S an ft 2 3 Nail p ( ) ' 28 114 129 144 178 218 261 307 356 408 491 Sheathing Shear Wall ROWS of 32 130 147 164 204 250 299 351 407 466 562 REV REVISION DATE Spacing Thickness Nailing Nails in 1 Tabulated connect on requirem36 4 nts shall be permitt d7 165 5to be multiplied by 0.70 for f aming not lo 281 336 e ated with n88 feet of building corners, 7 16 OSB or 8d!Ammon 14 4 2 Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 6 psf (0.6 x 30 psf=6 psf). revisions 15/32"plywood 3 36 32 24 12 - - - - - - Nails I?4"panel with species of 6 36 32 24 12 - - - - - - 3 Tabulated connection requirements are based on a 12 Inch ridge connection spacing,for different ridge connection spacing,multiply edge spacing and s the tabulated values b th p plies having 2 4 36 36 36 36 36 32 28 20 16 12 y e appropriate multi tier below: G>0.49 12 fi��1d spacing 3 36 36 36 36 36 36 36 36 32 24 Ridge Connection Spacing(in.) 12 16 19.2 24 48 7/16"OSB or 6 - Multiplier 1.00 1.33 1.60 2.00 4.00 15/32"plywood 8d R:ommon 14 4 36 32 24 12 - - - - - - 4 For jack rafter uplift connections,use a roof span equal to twice the jack rafter length.The jack rafter length includes the overhang with species of Nails @ 6"panel 3 36 36 36 36 28 20 16 12 - - length and the jack span, plies having edge spacing and 6 36 36 36 36 28 20 16 12 - - 12"field spacing 2 s 4 36 36 36 36 36 36 36 32 24 20 FLOOR JOIST G>0.49 3 36 36 36 36 36 36 36 36 36 32 project 6 - - - - - - - - - - 15/32"OSB or 10d Common 14 4 36 36 28 20 12 - - - - - plywood with Nails l�6"panel 3 36 36 36 36 36 2a 20 16 12 D E B O E R R E S I D E N C E species of plies edge spacingand 6 36 36 36 36 36 24 20 16 12 - Table 3.5A Top and Bottom Plate to Stud Lateral Connections Exposure Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements having G__>0.49 12"field spacing 2 s 4 36 36 36 36 36 36 36 36 32 24 for Wind Loads 3 36 36 36 36 36 36 36 36 36 36 (Prescriptive Alternative to Table 3.5) (Prescriptive Alternative to Table 3.9) 1555 F L E ETWOO D R D. 1 See AKIC/ANSI Special Design Provisions for Wind and Seismic(SDPWS) for proper design and detailing of wood Roof Live Load Ground Snow Load C U T C H O G U E structural panels used to resist combined shear and uplift from wind. 20 psf 30 ps 50 psf 70 psf 2 Where framing has a specific gravity of 0.49 or greater,tabulated maximum roof spans shall be permitted to be 700-yr.Wind Speed 110 115 120 130 140 ISO 160 170 1180 195 Roof Span(ft) NEW YO R K multiplied by 1.08,but in no case shall they exceed a span of 36 ft. 3-second gust(mph) 3 Tabulated values for I ood assume I ood with a s ecies of lies havin a s ecific ravi of 0.49 or reater. 12 24 36 12 24 36 12 24 36 12 24 36 p Yw p>rw p P g p g tY g Stud Rafter For plywood with other species,multiply the tabulated maximum roof spans by 0.90. 1,z Rafter Slope Required Number of 16d Common or 40d Box Nails per Heel Joint Connection i,z,s,a,s 4 Wood structural panels shall overlap the top member of the double top plate and bottom plate by 1W and a single Spacing Wall Height(ft) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connection Spacing(in.) row of fasteners shall be placed U"from the panel edge. (in.) 12 3 5 8 3 6 9 5 9 13 6 12 17 5 Wood structural panels shall overlap the top member of the double top plate and bottom plate by 11W.Rows of 8 2 2 2 2 2 2 2 2 2 2 16 4 7 10 4 8 12 6 12 17 8 15 23 3:12 fasteners shall be W apart with a minimum edge distance of W.Each row shall have nails at the specified spacing. 10 2 2 2 2 2 2 2 2 2 2 19.2 4 8 12 5 10 14 7 14 21 9 18 27 12 2 2 2 2 2 2 2 2 2 2 24 5 10 15 6 12 18 9 17 26 12 23 34 THE NEW 2018 INTERNATIONAL RESIDENTIAL CODE ADOPTED BY NEW YORK STATE REFERS TO THE 2018 WOOD FRAME 12 14 2 2 2 2 2 2 2 2 2 3 12 3 4 6 3 5 7 4 7 10 5 9 13 CONSTRUCTION MANUAL(WFCM) FOR ONE-AND TWO-FAMILY DWELLINGS DEVELOPED BY THE AMERICAN WOOD COUNCIL'S(AWC) 16 2 2 2 2 2 2 2 2 2 3 16 3 5 8 3 6 9 5 9 13 6 12 17 .. _ .. . .. .. . a:12 WOOD DESIGN STANDARDS COMMITTEE .THE CONTRACTOR AND FRAMING FOREMAN SHOULD BE FAMILIAR WITH THIS MANUAL 18 2 2 2 2 2 2 2 2 3 3 19.2 3 6 9 4 7 11 6 11 16 7 14 21 AND BE RESPONSIBLE FOR BUILDING IN CONFORMANCE WITH IT.THE WFCM HAS DEVELOPED GUIDES TO WOOD CONSTRUCTION 20 2 2 2 2 2 2 2 3 3 3 24 4 8 11 5 9 13 7 13 19 9 17 26 IN HIGH WIND AREAS. USE:OF THE HIGH WIND PROVISIONS OF THESE GUIDES WILL RESULT IN DESIGN SOLUTIONS THAT 8 2 2 2 2 2 2 2 2 2 2 12 3 3 5 3 4 6 3 6 8 4 7 11 PRESCRIPTIVELY MEET THE APPLICABLE REQUIREMENTS OF THE WFCM, IRC,AND IBC.THESE GUIDES CONTAIN FIGURES AND 16 3 4 6 3 5 7 4 7 11 5 9 14 client TABLES DESCRIBING THE REQUIRED NAILING OR FASTENERS BETWEEN ALL STRUCTURAL MEMBERS WITH THE RESPECTIVE 10 2 2 2 2 2 2 2 2 2 3 5:12 � �.- ..�.�- � -�, ...�,-..�.,,,- „N.�-,.�., � .�...� „ 19.2 3 5 7 3 6 9 5 9 13 6 it 17 SPACING. SHEET G-004 IS A DIAGRAM OF TYPICAL STRAPPING APPLICATIONS FOR HIGH WIND UPLIFT AND LATERAL FORCES. 12 2 2 2 2 2 2 2 2 3 3 24 3 6 9 4 7 li 6 li 16 7 14 21 PLEASE CONSULT THE ARCHITECT IF THERE ARE SPECIFIC CONDITIONS WHICH ARE NOT COVERED IN THE MANUAL OR ON THE 16 14 2 2 2 2 2 2 2 3 3 3 12 3 3 4 3 3 4 3 4 6 3 5 8 D E B O E R DIAGRAM SHEET G-004 16 2 2 2 2 2 2 3 3 3 4 :.. ,. . _ , : .. 16 3 3 5 3 4 5 3 5 8 4 7 10 7:12 ADDITIONAL DESIGN CRITERIA: 18 2 2 2 2 2 3 3 3 4 4 19.2 3 4 5 3 4 6 3 6' 9 4 8 12 20 2 2 2 2 2 3 3 3 4 5 24 3 5 7 3 5 8 4 8 11 5 10 15 1. GRAVITY LOADING: A. FIRST FLOOR- COMBINED LIVE AND DEAD LOAD=50 PSF 8 2 2 2 2 2 2 2 3 3 3 12 3 3 3 3 3 3 3 3 5 3 4 6 B. SECOND FLOOR••COMBINED TOTAL LIVE AND DEAD LOAD=40 PSF 10 2 2 2 2 2 2 3 3 3 4 16 3 3 4 3 3 4 3 4 6 3 5 8 C. ROOF- GROUND SNOW LOAD 25 PSF+DEAD LOAD 15 PSF=40 PSF ��" ".,.y, m` ® „. "" - ' - - __"w. -. 9:12 12 2 � 2 2 2 2 3 3 4 4 5 19.2 3 3 4 3 4 5 3 5 7 3 6 9 2. WIND LOADING: 24 14 2 2 2 2 3 3 4 4 4 5 24 3 4 5 3 4 6 3 6 9 4 8 12 A. WFCM GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREA 130 MPH EXPOSURE B HIGH WIND GUIDE, content UNLESS OTHERU111SE NOTED. 16 2 2 2 3 3 3 4 4 5 . 6 12 3 3 3 3 3 3 3 3 4 3 3 5 3. A DESIGN AS PER 2015 RC SECTION R609 EXTERIOR WINDOWS AND DOORS 18 2 2 2 3 3 4 4 5 5 16 3 3 3 3 3 3 3 3 5 3 4 6 6 12:12 NAILING AND FASTENER 20 2 2 3 3 4 4 5 5 6 7 19.2 3 3 3 3 3 4 3 4 6 3 5 7 4. LIGHT AND ER201 IRCS : 24 3 3 4 3 3 5 3 S 7 3 6 9 CONNECTION SCHEDULES A. AS PER 2015 IRC SECTION R303 LIGHT,VENTILATION AND HEATING 1 Prescriptive limits are based on assumptions in Table 3.5. 5. ENERGY CODE CALCULATIONS: 2 Tabulated framing loads and connection requirements shall be permitted to be multiplied by 0.92 for framing not located 1 Heel joint connections are not required when the ridge is supported by a loadbearing wall,header or ridge beam designed to A. REFER TO THE 2015 IECC AND 2015 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION resist the applied loads. within 8 feet of corners. 2 When intermediate su CONSTRUCTION CODE FOR ENERGY CODE COMPLIANCE pport of the rafter is provided by vertical struts or purlins to a loadbearing wall,the tabulated heel joint connection requirements shall be permitted to be reduced proportionally to the reduction in span. 3 Equivalent connections are required for ceiling joist to ceiling joist lap splices. 4 Tabulated heel joint connection requirements do not Include the additional weight of the ceiling assembly. 5 Tabulated heel joint connection requirements assume ceiling joists or rafter ties are located at the bottom of the attic space. When ceiling joists or rafter ties are located higher in the attic space,no attic storage is assumed,and the tabulated heel joint oFR D connection requirements shall be Increased by the following factors: Ceiling Height/Top �° `� NOTE THIS BUILDING SHALL COMPLY WITH AND REFERENCE THE 2018 INTERNATIONAL RESIDENTIAL CODE AND THE Plate-to-Roof Ridge Heel Joint Connection 2020 NEW YORK STATE UNIFORM CODE SUPPLEMENT "R Height(Hc/HR) Adjustment Factors 1/2 2.00 drawn by: T T EP "� 1/3 1.50 1/4 1.33 checked by: 2/5 1.25 1/6 1.20 1/10 1.11 date: Note:Lateral deflection of the rafter below the rafter ties may exceed 3/4 inch when rafter ties are located above one-third of 07/28/2020 the top plate-to-roof ridge height,HR,or when He is greater than 2 feet and may require additional consideration. drawing no. a Table 3.10 Roof Sheathing Attachment Requirements for Wind Exposure B R301.2.1.2 Protection of openings. P E T E R S O N A R C H �T C C T M R A L WORKS Loads Exterior glazing in buildings located in windborne debris regions shall be protected from windborne debris. Glazed opening protection for windborne debris shall meet the requirements of the Large Missile Test of ASTM E D RAW I N G GENERAL NOTES REV.07/28/2020 2.REFERENCE ENERGY PERFORMANCE DATA OF EACH UNIT AS SPECIFIED IN ENERGY CODE COMPLIANCE REPORT. 1996 and ASTM E 1886 as modified in Section 301.2.1.2.1. Garage door glazed opening protection for ALL NEW WORK TO CONFORM WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE IRC &NYS BUILDING ' 700-yr.Wind Speed 3-second gust(mph) 110 115 120 130 140 ISO 160 270 180 195 (IRC) 3.CONFIRM FENESTRATION U-FACTOR AND SOLAR HEAT GAIN COEFFICIENT(SHGC). � windborne debris shall meet the requirements of an approved impact-resisting standard or ANSI/DASMA 115. STANDARDS&CODE:2020 UNIFORM CODE SUPPLEMENT. 4.WOOD UNITS TO BE PRIMED PINE INTERIOR&EXTERIOR UNLESS OTHERWISE NOTED1 STRUCTURAL SHEATHING IN ADDITION FOLLOW THE SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE WHERE APPLICABLE. 5. EXTERIOR 3-1/2' FLAT CASING Exception: Wood structural panels with a thickness of not less than 7l inch 11 mm and a span of not more 6.MUNTINS TO BE 1-1/8"SIMULATED DIVIDED LITE /1 rMi Q �° NEW YORK E F E F E F E F E F E F E F E F E F E F p p 16 ( ) p GENERAL 7. WINDOW HARDWARE TO BE WHITE UNLESS OTHERWISE NOTED than 8 feet(2438 mm)shall be permitted for opening protection. Panels shall be precut and attached to the 8.SCREENS TO BE WHITE UNLESS OTHERWISE NOTED Rafter/Truss 1. COORDINATE ALL WORK WITH ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. info@petersonarchitecturalworks.com Framing Rafter/Truss z framing surrounding the opening containing the product with the glazed opening. Panels shall be predrilled as 2.DO NOT SCALE DRAWINGS. 9.L.C.C.HEAD&SILL FLASHING,MEMBRANE JAMB FLASHING Sheathing locations Maximum Nall Spacing for 8d Common Nails or 10d Box Nails(Inches,o.c.) INTERIOR DOORS Specific $pacing(in.) P required for the anchorage method and shall be secured with the attachment hardware provided. Attachments 3.CONTRACTOR AND SUB-CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS, 1. "MDF"INTERIOR DOORS-1 3/4"FOR 7'-0"&8'-0"HIGH DOORS shall be designed to resist the component and claddingloads determined in accordance with either Table LOCATIONS,AND PROJECT REQUIREMENTS PRIOR TO SUBMITTING A BID. Gravity,G g p 4.CONTRACTOR AND SUB-CONTRACTORS SHALL FIELD VERIFY DIMENSIONS,AND FAMILIARIZE THEMSELVES 2•BALDWIN OR EQUIVALENT SOLID BRASS HINGES&SQUARE BUTTS. R301.2(2)or ASCE 7,with the permanent corrosion-resistant attachment hardware provided and anchors WITH PROJECT REQUIREMENTS PRIOR TO COMMENCING WITH THE WORK.CONTRACTOR SHALL REPORT ANY MOLDINGS 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 permanently installed on the building. Attachment in accordance with Table R301.2.1.2 is permitted for buildings DISCREPANCIES TO ARCHITECT. 1. BACK PRIME ALL TRIM AND RAILING PARTS. 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 2. ALL BATHROOMS+MUDROOMS TO RECEIVE MDF WAINSCOTING 42"HIGH WITH TOP TYPICAL CAP OR 0.49 19.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 with a mean roof height of 45 feet(13, 72$ mm)Or less where the ultimate design wind speed, Vult, is 180 mph 5.WORK SHALL INCLUDE ALL REQUIRED PERMITS,LABOR,MATERIALS,AND EQUIPMENT TO COMPLETE ALL WAINSCOTING TO CEILING HEIGHT,CONFIRM WITH OWNER. WORK INDICATED DRAWINGS AND NECESSARY FOR COMPLETE PROJECT. 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 (290 kph)or less. 6.PROVIDE TEMPORARY DUST-PROOF PARTITIONS 3.ENTRY HALL+STAIRS,FIRST FLOOR&SECOND FLOOR,TO RECEIVE FLAT PANELING TO CHAIR RAIL HEIGHT.ITIONS AS REQUIRED TO PROTECT ALL EXIST.AREAS AND EQUIPMENT CONFIRM WITH OWNER. Interior Zone 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 FROM DAMAGE DUE TO DEMOLITION OR NEW CONSTRUCTION ACTIVITIES.COORDINATE LOCATIONS AND 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD REQUIREMENTS WITH OWNER. FLOORING 0.42 7.GENERAL CONTRACTOR TO PATCH,REPAIR AND PAINT(REFINISH)SURFACES AND BUILDING ELEMENTS WOOD FLOORING IN LOCATIONS TO BE CONFIRMED BY OWNER,ON UNDERLAYMENT WITH ONE SEALER COAT AND THREE CO 19.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 STRUCTURAL PANELSa,b,C,d DAMAGED BY MECHANICAL,ELECTRICAL,AND PLUMBING WORK AND WHERE ITEMS ARE REMOVED, DECKING ATS OF POLYURETHANE. 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 RELOCATED OR ADDED. 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 a,b 8.REPAIR FLOORS WHERE DAMAGED BY THE WORK OF THIS PROJECT. 1. 5/4 X 4(S3S)MAHOGANY,GENUINE.CLEAR WESTERN RED CEDAR AS ALTERNATE. FASTENER SPACING(inches) TILE&STONE 16 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 9.PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING WHERE ITEMS ARE REMOVED OR ALTERED-FIELD 0,49 FASTENER TYPE Panel 4 feet< 6 feet< VERIFY EXTENT REQUIRED. 1. FLOOR LOCATIONS INDICATED TO BE DETERMINED BY INTERIOR DESIGNER,MATERIAL TO BE SELECTED 19.2 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 span:5 panel span panel span 10. ALL PAINTING SHALL E DONE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.CONTRACTOR IS 2.ALL SHOWER AND TUB AREAS TO BE TILED TO CEILING,CONFIRM.(SEE FRAMING#8) 24 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4 feet 5 6 feet 5 8 feet RESPONSIBLE FOR PROTECTING ADJACENT FINISHES AND CLEANUP. 3.COUNTERTOPS AND TUB PLATFORM TOPS,TO BE DECIDED. Perimeter Edge Zone 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 6 6 No.8 wood screw based 11. CONTRACTOR IS RESPONSIBLE FOR FINAL CLEANUP OF WORK AREA AND ALL EXPOSED BUILDING SURFACES 4.ALL TILE FLOORS TO HAVE STEPPED FLOOR DETAIL WHERE PLYWOOD SUBFL.IS FLUSH WITH TOP OF FLOOR i6 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 4 4 anchor with 2-inch embedment 16 10 8 AT SUBSTANTIAL COMPLETION. JOIST,VERIFY W/ARCHITECT. 0.42 length 12. ALL TRASH AND TOOLS SHALL BE REMOVED FROM PREMISES EACH DAY AND THE AREA LEFT CLEAN 5.FOLLOW ALL MANUFACTURER INSTALLATION INSTRUCTIONS FOR TILE AND MORTAR. 19.2 6 12 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 3 3 No. 10 wood screw based WHENEVER UNATTENDED.EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP.COORDINATE WITH 24 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 3 3 3 3 anchor with 2-Inch embedment 16 12 9 OWNER IF SECURE STORAGE IS NEEDED ONSITE. HEATING AND AIR-CONDITIONING len th 13. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO FINISHED SURFACES,EQUIPMENT,FURNITURE, FOLLOW THE 2020 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE AND sea Rake Truss with up to 1' with 2-inch embedment length AS DIRECTED BY ARCHITECT. 1 Gable Endwall Rake or 0.49 - 6 6 6 6 6 6 6 6 4 4 1/4-inch lag screw based anchor 16 16 16 EXISTING MATERIALS OR FINISHES,CAUSED AS A RESULT OF HIS WORK.REPAIR OR REPLACE DAMAGED ITEMS 208 1ECC. ZONE HIGH EFFICIENCY GAS FIRED FORCED HOT AIR HYDRONIC SYSTEM UTILIZING FAN COIL UNITS AND 14. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS. CENTRAL HOT WATER BOILER UNLESS OTHERWISE SPECIFIED. Rake Overhang 0,42 _ 6 6 6 6 6 4 4 4 3 3 2.HEATING AND AIR CONDITIONING TO BE INCLUDED FOR THE ENTIRE HOUSE EXCEPT GARAGE,INCLUDING It is a violation of the law for any person,unless acting under the For SI:1 inch=25.4 mm,1 foot=304.8 mm,1 pound=4.448 N, SOIL FUTURE FINISHED ROOMS, direction of the licensed architect,to alter an item in any way. BOARD SHEATHING 1 mile per hour=0.447 m/s. 1. SOIL BEARING CAPACITY SHALL BE 1,500 LBS PER SQ.FOOT MINIMUM ON UNDISTURBED OR SUITABLY 3.1000 GALLONS LP GAS TANK a.This table is based on 180 mph ultimate design wind speeds, V„n,and a 33-foot mean roof height. COMPACTED SAND OR GRAVEL. 4.SEPARATE HUMIDIFICATION SYSTEM TO FIRST FLOOR ONLY. Rafter/Truss 2. TOPSOIL FROM CONSTRUCTION AREA TO BE STOCKPILED NONE REMOVED FROM SITE),AND ROUGH GRADED 5.CONSIDER OPTION FOR GEOTHERMAL SYSTEM. Sheathing Size Minimum Number of 8d Common Nails Per Support b.Fasteners shall be installed at opposing ends of the wood structural panel.Fasteners shall be located not less than 1 inch from the edge of the panel. ( 6. INSTALL MODINE HIGH EFFICIENCY HEATERS AT ALL GARAGES,CONFIRM WITH OWNER. Spacing(in.) c.Anchors shall penetrate through the exterior wall covering with an embedment length of not less than 2 inches into the building frame.Fasteners shalt AT THE END OF CONSTRUCTION.ROUGH GRADE HEIGHTS ALONGSIDE BUILDING SHALL BE AS PER BUILDING PLUMBING lx6 or ix8 Sheathing 12-19.2 2 2 2 2 2 2 2 2 2 2 be located not less than 21/2 inches from the edge of concrete block or concrete. ELEVATIONS AND SITE PLAN PROPOSED CONTOURS OR SPOT ELEVATIONS. CONCRETE 1. SUPERSTORE FOR HOT WATER,CONTRACTOR TO CONFIRM SIZE(OR NUMBER)BASED ON NUMBER OF 1x10 or larger Sheathing 12-29.2 3 3 3 3 3 3 3 3 1 3 3 d.Panels attached to masonry or masonry/stucco shall be attached using vibration-resistant anchors having an ultimate withdrawal capacity of not less 1. CONCRETE SHALL BE MINIMUM 3000 PSI. BATHROOMS. than 1,500 pounds. 2. FOOTINGS SHALL BE SIZED AND REINFORCED ACCORDING TO DRAWINGS AND SHALL BE MINIMUM OF 3'-0" 2.WATER SUPPLY-2"MAIN FROM STREET,IF AVAILABLE. BELOW GRADE. 3.COPPER PIPING FOR HOT AND COLD WATER LINES,PVC FOR WASTE AND VENT LINES.CONSIDER OPTION FOR E - Nail spacing at panel edges(in.) 3.FOUNDATION WALLS SHALL BE REINFORCED&FORMED TO THICKNESS AND HEIGHT INDICATED ON PEX SUPPLY PIPING. F - Nail spacing at intermediate supports in the panel field(in.) DRAWINGS WELL VIBRATED AND/OR RODDED. SET 5/8"DIA.X 16"LONG HOOKED ANCHOR BOLTS 12"FROM SANITARY R301.2.1.2.1 Application of ASTIVI E 1996. EACH LEG OF EACH CORNER AND AS PER SHEET#1.D. COMPLETE SANITARY SYSTEM AS SHOWN ON SURVEY APPROVED BY SUFFOLK COUNTY HEALTH DEPARTMENT. 1 For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4 foot perimeter edge The text of Section 2.2 of ASTM E 1996 shall be substituted as follows: 4.FLOOR SLABS OVER TAMPED AND EVEN SUB-GRADE LAY 6 MIL THICK POLYETHYLENE VAPOR BARRIER AND ELECTRIC POUR 3,000 PSI CONCRETE. BETWEEN SLAB AND CONCRETE WALLS INSTALL 1/2"THICK PRE-MOLDED 1. PROVIDE UNDERGROUND SERVICE OPTION,INCLUDING TWO OUTDOOR/DIRECT BURIAL RG 6 COAXIAL zone attachment requirements shall be used. ASPHALT IMPREGNATED EXPANSION FILLER. GARAGE SLAB TO BE 4"THICK W/W.W.F.6 X 6-W2.9 X W2.9.ALL CABLES. 2 For wind speeds theater than 130 mph,blocking is required which transfers shear load to two additional joists(3 joists total). 2.2 ASCE Standard: 2.INCLUDE A CENTRAL VACUUM SYSTEM. RIEV REVISION INTERIOR SLABS TO BE 4"THICK,EXCEPT 2"THICK IN CRAWL SPACES.EXTERIOR SLABS TO BE 6"THICK W/ DATE W.W.F.6 X 6-W2.9 X W2.9.AND HAUNCH AT PERIMETER 3. PROVIDE SMOKE&CARBON MONOXIDE DETECTORS ACCORDING TO N.Y.STATE BUILDING CODE(TO BE ASCE 7-10 American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures 5.BITUMIN VAPOR BARRIER ON ALL EXTERIOR CONCRETE WALLS. SUPPLIED BY ALARM COMPANY OR GENERAL CONTRACTOR) 4.RANGE HOOD FULLY DUCTED TO EXTERIOR. METALS 1. STEEL SHALL CONFORM TO ASTM A572-50 AND AISC SPECIFICATIONS. 5.NOTE ELECTRICAL PLANS HAVE ADDITIONAL NOTES AND MULTIPLE OPTIONS FOR BUILDER AND CLIENT TO revisions e�/I�'O�C Exposure The text of Section 6.2.2 of ASTM E 1996 shall be Substituted aS follows: 2. STEEL BEAM BEARING ON CONCRETE SHALL BE NO LESS THAN 4". DISCUSS. V s Table 3.11 Walll Sheathing and Cladding Attachment 3. FLITCH PLATES SIZED AS INDICATED ON DRAWINGS. PRE-DRILL ALL REQUIRED HOLES BEFORE DELIVERY TO FIREPLACE&CHIMNEYS: Requirements for Wind Loads ALL WORK TO COMPLY WITH SECTION R402.4.2 FIREPLACES. 6.2.2 Unless otherwise specified, select the wind zone based on the ultimate design wind speed, Vult, as follows: SITE. FASTEN TO SURROUNDING WOOD MEMBERS WITH 1/2' DIA.BOLTS MINIMUM AS REQUIRED. REFER TO PROJECT DRAWINGS&DETAILS. 4.STEEL COLUMNS SHALL BE STANDARD WEIGHT,DIAMETERS AS SHOWN WITH STANDARD CAP AND BASE UNLESS OTHERWISE INDICATED. PROVIDE ALL BOLTS FOR TOP AND BOTTOM CONNECTIONS. GUTTERS&LEADERS:HALF ROUND LEAD COATED COPPER,WITH LEAD COATED COPPER LEADERS TO DRY WELLS. INSTALL HANGERS BELOW SHINGLES.PROVIDE ALUMINUM HALF-ROUND WITH PLAIN ROUND ALUMINUM LEADERS 700-yr.Wind Speed 3-second gust(mph) 110 115 220 140 ISO 160 170 180 29S 6.2.2.1 Wind Zone 1-130 mph :5I ultimate design wind speed, Vult< 140 mph. 5. STEEL BEAMS SIZE AND WEIGHT INDICATED ON DRAWINGS,PRE-DRILL ALL REQUIRED HOLES BEFORE DELIVERY S AN ALTERNATE. 130 TO SITE. BEAM WEB STIFFENERS SHALL BE PROVIDED AT POINTS OF REACTIONS. SUPPORTED BY 3 1/2"O.D. STAIR:STAIR/RAILING COMPONENTS TO COMPLY WITH THE STRUCTURAL SHEATHING STD.STEEL COLUMN UNLESS OTHERWISE INDICATED. 2015 IRC SECTION R311.7 STAIRWAYS&SECTION R312.1 GUARDS 6.2.2.2 Wind Zone 2-140 mph <_ ultimate design wind speed, Vult< 150 mph at greater than 1 mile (1.6 km)from DESIGN LOADS U SMITH PARTS-ALL PARTS TO BE CONFIRMED E F E F E F E F E F E F E F E F E F E F the coastline. The coastline shall be measured from the mean high water mark. 1ST FLOOR DECK:LIVE=40 PSF+DEAD=15 PSF=55 PSF TOTAL LOAD 1. NEWEL:U-4270,PAINTED,STARTING VOLUTE 2ND FLOOR DECK:LIVE=30 PSF+DEAD=15 PSF=45 PSF 2.HANDRAIL:U-6400P,OAK,STAINED Stud Spacing 2 a TOTAL LOAD ROOF:LIVE=20 PSF+DEAD=15 PSF=35 PSF TOTAL LOAD Sheathing Location' Maximum Nail Spacing for 8d Common Nails or 10d Box Nails(inches,o.c.)' 6.2.2.3 Wind Zone 3-150 mph (58 m/s s ultimate design winds speed, V 5 170 mph 76 m/s ,or 140 mph 54 FRAMING----IT IS VERY IMPORTANT TO FOLLOW MANUFACTURER'S SPECIFICATIONS FOR PROPER INSTALLATION 3. BALLUSTER:U-5005,PAINTED ' (inches,o.c.) ) g p utt p ( p ( 4.TREADS:MATCH FLOORING project g p Ult P ( ) ( ) METHODS FOR ENGINEERED LUMBER MATERIAL. 12 6 12 6 12 6 12 6 12 6 T26 12 6 12 6 12 6 12 6 12 m/s):5 ultimate design winds speed, V s 170 mph 76 m/s and within 1 mile 1.6 km of the coastline.The 5.RISERS:PAINTED CLEAR PINE OR POPLAR 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE N0.2 OR EXTERIOR SIDING: Interior Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 coastline shall be measured from the mean high water mark. BETTER. 1.EXTERIOR #1 GRADE 18"PERFECTION SHINGLES,6"EXPOSURE TO THE WEATHER USING TYPE 316 STAINLESS STEEL 24 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 2.ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER WITH TRIPLE UPRIGHTS. NAILS MIN.3D BOX 1-1/4 DEBOER RESIDENCE 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6.2.2.4 Wind Zone 4-ultimate design wind speed, Vult> 170 mph (76 m/s). 3.ALL HEADERS UNDER V-0"SHALL BE(2)2 X 8 MINIMUM UNLESS OTHERWISE INDICATED. 2. TYPE 11(30#)FELT,CONSIDER BLUESKIN®VP100 SELF-ADHERED WATER RESISTIVE AIR BARRIER MEMBRANE. Perimeter Edge Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 4.DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND POINT LOADS UNLESS ADDITIONAL SUPPORT IS 3.1/2"CDX PLYWOOD SHEATHING,PRESSURE TREADED WITHIN 4 FEET OF CONCRETE. 1555 FLEETWOOD RD. NEEDED AS INDICATED ON PLANS. ROOFING:24 6 126 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 5.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY WRC#1 GRADE 18"PERFECTION SHINGLES.ALTERNATE:CONSIDER WRC PREMIUM GRADE 18"X 5/8" BOARD SHEATHING or LAP SIDING NOTE: SIMPSON OR APPROVED EQUAL WOOD-1-BEAMS AND LVL. TAPERSAWN SHAKES. 5-1/2"EXPOSURE TO THE WEATHER.INSTALL 1 X 3 SPRUCE LATH(VERTICAL AND C U TC H O G U E 6.ALL PRE-ENGINEERED LUMBER SHALL BE WOOD-1-BEAMS AND LVL PRODUCTS BRAND AND SIZE AS INDICATED HORIZONTAL).@ 5-1/2"O.C.TYP.W/SOLID LATH MIN.36 PAST PLANE OF EAVE. AT MINIMUM FOLLOW ALL Sheathing Size Rafter/Truss Spacing THIS BUILDING SHALL COMPLY WITH AND REFERENCE THE 2015 INTERNATIONAL ON PLANS. INSTRUCTIONS FROM THE CEDAR SHAKE AND SHINGLE BUREAU. NEW YORK (inches,o.c.) Minimum Number of 8d Common Nails or IOd Box Nails Per Support RESIDENTIAL CODE AND THE 2016 NEW YORK STATE UNIFORM CODE 7.ALL MULTIPLE LVL PRODUCTS USED AS BEAMS AND GIRDERS TO HAVE 2 ROWS OF 1/2"DIA.GALV.MACHINE 4.APPLY A SINGLE LAYER OF ASTM D 226 TYPE II(#30)FELT AS ROOF UNDERLAYMENT BOLTS @ 12"O.C.. CONTRACTOR MAY SUBSTITUTE GLU-LAM BEAMS(ANTHONY POWER OR EQUAL) USE A 5.APPLY A SINGLE LAYER OF SELF-ADHERING MODIFIED BITUMEN COMPLYING WITH ASTM D 1970(CONSIDER 2x6or Ix8 Sheathing I 12-24 2 2 2 2 2 2 2 2 2 2 SUPPLEMENT. REFER WHERE APPLICABLE TO THE 2016 SUPPLEMENT TO THE 3-1/2"APB IN PLACE OF(2)1-3/4"LVL'S AND A 5-1/2"APB IN PLACE OF A(3)1-3/4"LVL'S EXCEPT IN GRACE ICE AND WATER)FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT LEAST 36"INSIDE 1x10 or larger Sheathing 12-24 3 3 3 3 3 3 3 3 3 3 NYS:1 ENERGY CONSERVATION CONSTRUCTION CODE. SITUATIONS WHERE THERE IS A CANTILEVER. THE EXTERIOR WALL LINE OF THE BUILDING.ALL FLASHING TO COMPLY WITH NYS CODE SECTION R905.2.8 8.WHERE WOOD GIRDERS AND BEAMS INTERSECT A WALL,DOUBLE PLATE SHALL BE CUT TO ACCEPT THE BEAM. 6.1/2"CDX PLYWOOD SHEATHING. DO NOT NOTCH BEAM. E - Nail spacing at panel edges(in.) 9.POINT LOADS SHALL BE MINIMUM OF 3 STUDS UNLESS OTHERWISE INDICATED.SYMBOL FOR POINT LOADS IS F - Nail spacing at intermediate supports in the panel field(in.) GLAZED OPENINGS TO BE PROTECTED AGAINST WIND BORNE DEBRIS AS SHOWN ON DRAWINGS,A SOLID BLACK SQUARE. SPECIFIED IN R 301.2.1.2 OF THE 2015 IBC RESIDENTIAL CODE. PANELS TO BE 10. ALL POINT LOADS SHALL BE TRANSFERRED DIRECTLY FROM POINT OF ORIGIN TO THE BASEMENT. 11. WALL SHEATHING SHALL GO TO THE TOP OF TOP PLATE TO TIE PLATE TO STUDS-PLYWOOD KNEEWALLS. 1 For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall be used. CONSTRUCTED IN ACCORDANCE WITH CODE AND STORED ON SITE. REFER TO 12. STRAPPING TO CONFORM TO CURRENT WIND CODES. 2 Tabulated nail spacing assumes sheathing attached to stud framing members with 0.425 G<0.49. PROJECT DRAWINGS FOR OPENING SIZES. 13. 8'DROP CLGS.OVER ALL TUBS&SHOWERS AND NICHES/RECESSES IN ALL SHOWERS. 3 For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. 14. ALL 2ND FLOOR KNEE WALLS TO RECEIVE PLYWOOD. 15. TRAY CEILINGS AND SOFFITS SUBJECT TO CHANGE,INCLUDE A PROVISION FOR THIS IN THE BID. 16. ALL TILE FLOORS TO HAVE STEPPED FLOOR DETAIL WHERE PLYWOOD SUBFL.IS FLUSH WITH TOP OF FLOOR JOIST,VERIFY W/ARCHITECT. R301.2.1.2 Protection of openings. 17. ALLOW FOR ELECTRIFIED FLUSH MEDICINE CABINET AT EACH BATHROOM VANITY. B Exterior glazing in buildings located in windborne debris regions shall be protected from windborne debris. Glazed opening protection for windborne debris shall meet the GYPSUM BOARD: requirements of the Large Missile Test of ASTM E 1996 and ASTM E 1886 as modified in Section 301.2.1.2.1. Garage door glazed opening protection for windborne debris 1. 5/8"WALL BOARD ON ALL WALLS AND CEILINGS UNLESS MATCHING EXISTING 1/2"THICKNESS. WALLS AND A B shall meet the requirements of an approved impact-resisting standard or ANSIIDASMA 115. CEILINGS TO BE TAPED AND RECEIVE 3 COATS OF SPACKLE. client 2.MOISTURE RESISTANT AT ALL BATHROOM WALLS AND CEILING WITH CEMENT BOARD AT WET AREAS. Exception: Wood structural panels with a thickness of not less than 7/16 inch (11 mm)and a span of not more than 8 feet(2438 mm) shall be permitted for opening 3.ENTIRE GARAGE SHEET ROCK AND SPACKLE,5/8"TYPE"X"FIRE RATED. protection. Panels shall be precut and attached to the framing surrounding the opening containing the product with the glazed opening. Panels shall be predrilled as INSULATION: D E BO E R e - required for the anchorage method and shall be secured with the attachment hardware provided.Attachments shall be designed to resist the component and cladding loads FOLLOW THE 2020 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE,2018 determined in accordance with either Table R301.2(2)or ASCE 7,with the permanent corrosion-resistant attachment hardware provided and anchors permanently installed INTERNATIONAL RESIDENTIAL CODE(IRC),2020 NYS UNIFORM CODE SUPPLEMENT.FOLLOW HOME ENERGY RATING on the building.Attachment in accordance with Table R301.2.1.2 is permitted for buildings with a mean roof height of 45 feet(13,728 mm)or less where the ultimate design SYSTEM(HERS)INDEX FOR PROJECT INSULATION SPECIFICATIONS SHOWING COMPLIANCE WITH THE 2018 IECC. 1. FLAT CEILING AREAS USE MIN.R-38 wind speed, V„,t,is 180 mph(290 kph)or less. 2. RAFTERS WITH CATHEDRAL CEILING USE MIN.R-38 TABLE R301.2.1.2 3.EXTERIOR WALLS USE MIN.R-21 CAVITY INSULATION. WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS&,b,c,d 4.RIM JOISTS TO RECEIVE MIN.R-21. 5.EXTERIOR CONCRETE FOUNDATION WALL(FULL WALL INTERIOR SIDE): 4"o.c.Nail Spacing Panel Nailing a.FINISHED BASEMENT: AT MIN.2"R-10(XPS)RIGID FOAM INSULATION(SEAL JOINTS WITH MFR'D 6"o.c.Nail Spacing Panel Nailing rTable 2 FASTENER SPACING(inches)*,b RECOMMENDED ADHESIVE TAPE 2X4 WOOD FRAME WALL W/GYPSUM BOARD&LATEX PAINT per Table 2 P 9 9 Pe ) (page 7) L FASTENER TYPE Panel 4 feet< 6 feet< (SEMI-PERMEABLE).IF HIGHER R-VALUED IS DESIRED R-13 UNPAGED BATT INSULATION WITHIN CAVITY content span<- panel span panel span WALL.NO POLYETHYLENE! b.UNFININSHED BASEMENT&CRAWLSPACES: AT MIN.2"R-10(XPS)RIGID FOAM INSULATION(SEAL _-�`-Plate4oStud 4 feet <_6 feet <_8 feet JOINTS WITH MFR'D RECCOMMENDED ADHESIVE TAPE) Connection No.8 wood screw based 6.SLAB-ON-GRADE FLOORS WITH A SURFACE LESS THAN 12 INCHES BELOW GRADE,INCLUDING GARAGE SHALL FASTENER SCHEDULE (Table 8) Lesser of L!2 Required anchor with 2-inch embedment 16 10 8 BE INSULATED W/MIN.2"R-10(XPS)RIGID FOAM INSULATION,2 FEET HORIZONTAL AND VERTICAL AT SLAB or 2' Blocking length g PERIMETER. AND GENERAL NOTES 7. BETWEEN BASEMENT AND FIRST FLOOR USE R-19 Lookout Block Uplift No.10 wood screw based (optional) Connection Minimum 2x4 8.SOUND INSULATION R 11 BETWEEN FLOORS&ALL BEDROOMS&BATH. per Table 9 Outlooker anchor with 2-inch embedment 16 12 9 9.ALL PIPES AND DUCTS IN BASEMENT TO BE INSULATED IF NOT POSITIONED IN INSULATED SPACES TO MEET length MEC CODE. Gable Endlwall 10. INSULATION AS LISTED HERE AND SHOWN ON PLAN PLUS PLEASE PRICE AN ALTERNATE COMPARABLE Section A-A Section 13-13 1/4-inch lag screw based anchor 16 16 16 AMOUNT OF INSULATION USING ROCK WOOL INSULATION. with 2-inch embedment length 11. ALL SECOND FLOOR WALLS WHICH BACK UP TO VENTILATED ATTIC SPACES, TO PREVENT INFILTRATION OF Figure 15. Rake Overhang Framed Without Structural Figure 1Z Rake Overhang Framed With Structural COLD AIR INTO THE HOUSE: For SI:1 inch=254 mm,1 foot=304-8 mm,1 pound=4.448 N,1 mile per hour=0447 mis THE CRACK BETWEEN THE PLYWOOD SUB FLOOR AND THE WALL SHOE SHALL BE CAULKED OR FILLED Outlookers Outlookers a. WITH FOAM INSUL. Panel Nailing b.CONTRACTOR SHALL DOUBLE CHECK THAT ALL FIBERGLASS INSUL.IS FIT SNUGLY INTO ALL STUD SPACES, per Table 2(page T) PARTICULARLY THE SMALL AND ODD SIZE SPACES. ALSO CHECK THAT NO INSULATION HAS BEEN H E V 3 LE D 4"o.c.Nail Spacing DISLODGED JUST PRIOR TO SHEETROCKING. c. ANY ELECTRICAL BOXES PLACED IN SUCH WALLS SHALL BE AN AIR INFILTRATION BLOCKING TYPE,OR L� nn 7 3 IE 7 SHALL BE SPRAYED FROM BEHIND WITH FOAM INSULATION SO THAT AIR CANNOT INFILTRATE AROUND L� IJVIJ THE WIRES OR OTHER HOLES INTO THE BOX. Lookout Table 9. Uplift Forces for Two Foot Rake d.ALL PLUMBING SUPPLY LINES OR WASTE TRAPS SHALL BE KEPT OUT OF THESE VENTILATED ATTIC SPACES <1' Block AND IF PIPES RUN IN ANY ADJACENT FLOORS OR WALLS THEN THE BAYS SHALL BE SEALED WITH A LAYER drawn by: (Optional) Overhang Framed With Structural Outlookers OF 2 FOAM INSULATING BOARD IN ADDITION TO THE REGULAR FIBERGLASS. THIS BOARD SHALL FULLY COVER THE BAYS AND SHALL BE FULLY CAULKED TO ELIMINATE AIR FLOWING THROUGH CRACKS INTO E P Truss-tc-Stud f 0Utl00ker THE BAYS WHERE THE PIPES ARE.NOTE AREAS WHERE PLANS CALL OUT DOUBLE STUD WALL. Connections Rake Outlooker Spacing ', Uplift(Ib.) AIR LEAKAGE: Checked by: Truss FOLLOW SECTION R402.4 FOR AIR LEAKAGE.THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1 THROUGH R402.4.6. 12" o.c. 262 PAINTING .Al 1. INTERIOR WALLS AND CEILINGSTO RECEIVE ONE PRIMER AND TWO FINISHED COATS OF BENJAMIN MOORE date: Section A-A 16" o.c. 349 REGAL WALL SATIN,FOLLOW ALL MANUFACTURE INSTRUCTIONS.INTERIOR DOORS,BASE AND CASINGS TO RECEIVE ONE PRIMER COAT AND 2 COATS OF BENJAMIN MOORE WHITE SEMI-GLOSS OIL BASE PAINT.FOLLOW 07/28/2020 Figure 16. Rake Overhang Framed With Rake Truss 24"o.c. 524 ALL MANUFACTURE INSTRUCTIONS. 2. EXTERIOR TRIM,WINDOWS AND DOORS TO BE PRIMED AND FINISHED WITH TWO COATS OF EXTERIOR PAINT. drawing no. 3.COLORS AS CHOSEN BY OWNER. 4.GARAGE AND UNFINISHED BASEMENT FLOORS TO BE PAINTED. WINDOWS&EXTERIOR DOORS 1. AS SPECIFIED ON PLANS,INSTALLED TO MANUFACTURES SPECIFICATIONS. RIDGE CONNECTION CZAFTER TO PLATE TO STUD PITCH AND STEEPER,RAFTER SPAN UP TO 36' USE LSTA9 CONNECTION W/ BRIDGING. Rafters and ceiling joists shall be supported laterally by solid : A TOTAL OF 8/10D NAILS 7 blocking, diagonal bridging (wood or metal) or a continuous 1-insh by 3-inch W/A L30 W/A MIN OF 4-10D NAILS 16"O.C. RAFTERS "*"FOR ROOF PITCH LESS THAN �2 CONSULT ARCHITECT wood strip nailed across the rafters or ceiling joists at intervals not exceeding 8 WITH A SPAN UP TO 36'USE H7 CONNECTOR W/ 4.8D'S IN RAFTER, 2-8D'S IN PLATE, 8-8D'S IN STUD W/A MINHEN A. OF 5 COLLAR NA TIE PER USED IN THE UPPER Y3 OF THE ROOF THE RIDGE STRAP DOES STEMNOT feet. W E S TI H Q M P T O N NEW Y O R K HAVE TO BE USED info@petersonarchitecturalworks.com CEILING JOIST GABLE END WALL PLATE 2-1 Old NAILS HEADER TO TOP PLATE TO RAFTER CONNECTION EACH TRUSS AILS RAFTER TO PLATE TO HEADER CONNECTION TO BE MADE W/H6 I CONNECTORS W/MIN OF 8-81D NAILS W/A L30 W/MIN. OF 4-1 OD NAILS BETWEEN RAFTER TO PLATE CONNECTION i IL GYPSUM BOARD I NO FURRING HEADER TO JACK/KING STUDS I 5d COOLER NAILS @7"o.c. I \ O HEADERS UP TO 4' LONG W/ROOF SPAN UP TO 28'TO BE FASTENED TO THE JACK STUDS W/ACS18 MIN. 18-10D NAILS 2x4 BLOCK NAILED T seal EACH BRACE WITH 2-10d NAILS It is a violation of the law for any person,unless acting under the oo KING STUD TO BE FASTENED TO PLATE W/HGA10 W/MIN. OF 8SDSY4 x 3"SCREWS 4-10d NAILS direction of the licensed architect,to alter an item in any way. oo HEADERS UP TO 8' LONG W/ROOF SPAN UP TO 28'TO BE FASTENED TO THE JACK 10d NAILS ENDWALL STUDS \ STUDS W/ACS16 MIN.22-10D NAILS @ 6"o.c. NAILS KING STUD TO BE FASTENED TO PLATE W/HGA10 W/MIN. OF 8SDSY4 x 3"SCREWS 5d NAILS @ LSTA21 20 GA. STRAP BY SIMPSON WITH \ 7"o.c. 16-10d NAILS PER TABLE 306G HEADERS UP TO 4'LONG W/ROOF SPAN UP TO 36'TO BE FASTENED TO THE JACK STUDS W/ACS18 MIN. 18-10D NAILS 1. SIZE AND NUMBER OF NAILS IN STRAP AS O p KING STUD TO BE FASTENED TO PLATE W/HGA10 W/MIN. OF 8SDSY4 x 3"SCREWS REQUIRED FOR LOAD GIVEN IN TABLE 306G HEADERS UP TO 8' LONG W/ROOF SPAN UP TO 36'TO BE FASTENED TO THE JACK STUDS W/A(2)CS18 MIN. 36-1 OD NAILS O \ KING STUD TO BE FASTENED TO PLATE W/HGA10 W/MIN. OF 8SDS%4 x 3"SCREWS CEILING CONNECTION TO REV REVISION DATE 4 GABLE ENDWALL DETAIL O O \ \ Scale:3/4"= 1'-0" ISOMETRIC VIEW revisions (ALTERNATE GABLE END FRAMING IF BALLOON FRAMING IS NOT CHOSEN) O 16" O.C. STUD TO STUD CONNECTIONS SHALL BE 00\ \ MADE W/ SPH6 STRAPS STUDDECK/STUD CONNECTION MIN 10-8D NAILS PER STRAP (EACH STUD TO O RECIEVE 5 NAILS) ZMAX RATING WHEN IN CONTACT project 16"O.C. STUD TO STUD CONNECTIONS SHALL BE MADE W/LSTA24 W/ACQ, p1 STRAPS MIN 10-8D NAILS PER STRAP \ (EACH STUD TO RECEIVE 5 NAILS) v DEBOER RESIDENCE 0 1555 FLEETWOOD RD. 3 WINDOW SILL PLATE CONNECTION \ o CUTCHOGUE FOR WINDOWSILL SPANS UP TO 8'THE SILL TO STUD CONNECTION SHALL BE NEW YO RK O \ MADE SSP CONNECTORS W/MIN. OF 7-1 DID NAILS FOR WINDOWSILL SPANS UP TO 8'THE SILL TO JACK STUD CONNECTION SHALL BE \ MADE W/HGA1 0 CONNECTION W/8-SDSY4 x3" SCREWS JACK/KING STUD TO P LATE/ HEADER OR BOX CONNECT. THE JACK/KING STUD CONNECTION SHALL BE MADE W/HGA10 W/A MIN. 8-SDS y4x3"SCREWS. MATCH STRAP CONNECTION AND MIN BOX TO SILL PLATE TO BE CONNECTED ALIGNED ° NAILING ON HEADER TO JACK STUD FOR JACKSTUD/DECK/STUD CONNECTION. MIN. W/ EACH STUD STRAP (16" O.C.) W/AN LTP4 MIN. a NAILING APPLIES TO STUD CONNECTIONS NOT DECK CONNECTION Client 10-8D NAILS MATCH SPACING OF WIND LOAD \ HEADER TO SUPPORT STRAPPING DIAGRAM DEBOER NOTE: X < O ' THIS BUILDING SHALL COMPLY WITH AND REFERENCE STUD CONNECTION TYPICAL WIND LOAD THE 2018 INTERNATIONAL RESIDENTIAL CODE AND THE 2020 NEW YORK STATE UNIFORM CODE SUPPLEMENT. \ \ MATCH"HEADER TO JACK/KING STUD"CONECTIONS 3 STRAPPING FOR SPLIT SILL FND. CONTRACTOR AND FRAMING FOREMAN SHOULD BE Scale: N.T.S. ISOMETRIC VIEW FAMILIAR WITH THE WOOD FRAME CONSTRUCTION content MANUAL (WFCM)AND BE RESPONSIBLE FOR BUILDING IN p \ WINDOW SILL PLATE TO 8d NAILS @4"o.c. CONFORMANCE WITH IT. THE WFCM HAS A CHART WHICH SUPPORT STUD CONNECTION SEE 307.4 TYPICAL CONNECTION DESCRIBES THE REQUIRED NAILING CONNECTIONS BETWEEN ALL STRUCTURAL MEMEBERS. THIS PAGE IS A Q 12 MAX AND STRAPPING DETAILS DIAGRAM OF TYPICAL STRAPPING APPLICATIONS FOR FOR WINDOW3ILL SPANS UP TO 8 THE SILL TO JACK STUD CONNECTION SHALL BE CUT THROUGH HIGH WIND UPLIFT AND LATERAL FORCES. PLEASE MADE W/HGA10 CONNECTION W/8-SDSY4 x3"SCREWS FOR WINDOW SILL SPANS STUD BEAM\ UP TO 8'THE SILL TO STUD CONNECTION SHALL BE MADE SSP CONNECTORS W/ (CONTINUOUS NAILS BASED ON \ CONSULT THE ARCHITECT IF THERE ARE SPECIFIC MIN. OF 7-1 OD NAILS STUDS) SHEAR WALL CONDTIONS WHICH ARE NOT COVERED IN THE MANUAL \ O REQUIREMENTS OR THIS DIAGRAM. \ ALL STRAPS AND CONNECTIONS TITLED ARE TO BE SIMPSON CONNECTORS AND CAN BE FOUND IN THE SIMPSON CATALOGUE. THIS DIAGRAM APPLIES TO A O DOUBLE SILL PLATE HOUSE CONTAINING A'/,2 PIT FH 12 ARCHITECTS PITCH ISSHALLOWER MASONRY CONNECTION p CUSTOM O R STEEPER RE ER DIAPHRAGM HERAGM \ drawn b : FOR A SINGLE STORY. SILL PLATE CONNECTION TO BE MADE W/%8"ANCHOR BOLT REQUIRED CENTER 2x BLOCKING Y W/BP SIMPSON BOLT WASHER PLACED EVERY 72"ON CENTER �ON SHEATHING JOINT E P ALL NAILS AND STRAPS THAT COME IN STUD/BOX CONNECTION WOOD STRUCTURAL PANELS CONTACT W/ACQ. SHALL 13E ZMAX RATED. 16"O.C. STUD TO STUD CONNECTIONS SHALL FOR 2 STORY. SILL PLATE CONNECTION TO BE MADE W/%"ANCHOR BOLT W/BP ON GABLE FACE AND ON WALL BELOW checked by: BE MADE W/LSTA15 STRAPS SIMPSON BOLT WASHER PLACED EVERY 36"ON CENTER BASED ON SHEARWALL REQUIREMENTS MIN 10-81D NAILS PER STRAP 01- (EACH STUD TO RECIEVE 5 NAILS) NOTE:THE NEW CODE FOR HIGH WIND WOOD FRAME CONSTRUCTION REQUIRES A date: SIMPSON"BP"WASHER ON THE ANCHOR BOLTS.ALSO,THE ANCHOR BOLTS MUST BE 36 INCHES MAXIMUM ON CENTER WHEREVER THE FRAME WALL DIRECTLY GABLE ENDWALL 07/28/2020 WIND LOAD STRAPPING DIAGRAM ABOVE ISA FULL TWO STORIES TALL.y BOX/SILL PLATE CONNECTION BALLON 7A.MIN.GDE.TAIL drawing no. Scale:3/4"= 1'-0" ISOMETRIC VIEW2BOX TO SILL PLATE TO BE CONNECTED ALIGNED W/ Scale:3/ "= 1'- EACH STUD STRAP (16"O.C.)W/AN LTP4 MIN. 10-8D NAILS Q 0 PETERSOO N AHC HPTEC TURAL WORKS RKS WESTHAMIPTON KEW YOo GAGS info@petersonarchitecturalworks.com EXIST. EXIST. no a CLOSET F "11 a BATH 17777f ROOM :. W DURAVENT DURATECH OR EQUAL DURAVENT CAP AS PER MFG. DEC 1 4 2020 RATED AND LISTED STAINLESS INSTRUCTIONS HALL STEEL CHIMNEY COMPONENTS ; I M.,,.,.,„y..,....... ...... .._ . RIDGE CAP TO EXTEND MIN.2 1 1 FEET ABOVE EXISTING RIDGE IF WITHIN 10 FEET D ^' q i ; RIDGE 1/2 MASTER w 1 , toix I NOTE. N 1 I y BATH BEDROOM 1 1 PATCH AND REPAIR ROOFING U1 A J` N oa 1 I AS NEEDED Y' _ 4+ x DECK ► ' 1 � � t "'BEDROOM BEDROOM B6 o � w ; ; STORM COLLAR AND BRACE` � `_- —^ ---- jq� 49 1 , BEYOND.PROVIDE FLASHING AS ; .�., _ ra 1 1 SPECIFIED BY MFG. NEW FRAMED ENCLOSURE sea AS PER MFG.SPECIFICATIONS TO ALIGN WITH NEW GAS UNIT I 1 __._.- z_ �' ': _j _ j �`'i .L1r ..__. _- _ d. .,}- ; It is a violation of the law for any person,unless acting under the PITCH BELOW 1 1 1 I. r' -•- _ .d,:.�,;--..,.. �,;, direction of the licensed architect,to after an item in any way. CLOSET CONFIRM CLEARANCES TO CODE --- " 1 1 AND AS PER MFG. w 1 1 THROUGH ROOF ADAPTER AS PER 1 I MANUFACTURER I 1 g 1 1 EXISTING srmf B M E ' -" ATTIC EXIST. EXIST. EXIST. EXIST. , 1 "- = DURAVENT DURATECH OR EQUAL RADIATION SHIELD CONNECTOR WITH U RATED AND LISTED STAINLESS FIREPLACE PERSPECTIVE ~ 1 STEEL CHIMNEY COMPONENTS +42!-32L" 5•-8" 9 j ; FIRESTOP i 2 tl ; Scale:N.T.S. REV REVISION DATE j EXISTING CEILING JOISTS 17 l 1 EXISTING RAILING ; i 51r Type X revisions � ; 1 1 1 , 1 1 1 i y Wood Studs y 1 1 a j SECOND FLOOR PLAN NOTE ______ ______ Heat Release:124 sq.in. j I FOLLOW MFG.INSTRUCTIONS FOR ALL 5fr Type X o •_ " i ; CLEARANCES TO COMBUSTIBLES «,Inside SB-Type x Scale:,/4 1 0 I 1 Wood Studs j project 1 0 5' 10' 15' � EXISTING � ; EXISTING � ( BEDROOM ; i BEDROOM Al I DURAVENT DURATECH OR EQU i 1 NEW FRAMED PARTITION TO D E B O E R RESIDENCE RATED AND LISTED STAINLESS SEE 1 Steel• Studs LJ] j 1555 F LEETWOO D RD. CHIMNEY COMPONE j _ ENCLOSE NEW GAS FLUE TO — � / 3 , CODE&AS PER MFG. i T A� 91m;J m RADIATION SHIELD CONNECTOR WITH I j FIREBLOCKING AS PER CODE M jCUTCROGUE ,FIRESTOPSHED GH jNEW YORK EXIST. EXIST. EXIST. NEW 2X EXISTING I I I 1 " ; BLOCKING Fr. 2 j REF I SINK OVEN I I I I ; 1 INS PROVIDE 124 SQ.IN.HEAT RELEASE /// � / -// � -- — I / F LAUNDRY I -'l / \ m I REPLACE EXISTING DRYWALL AT �` (�` 212E8 DSR T ` PANTRY I ( NEW GAS INSERT ENCLOSURE WITH � m I W TYPE X DRYWALL WITH TAPE& j NON-COMBUSTIBLE LIGHT GAUGE METAL W/D I I °' I COMPOUND ON ALL EXPOSED I 1 FRAMING AS PER MANUFACTURER KITCHEN 1 1 X , 1 View 8 I w FRAMING AS PER MFG. vew A BATH I I I I I 1 ,11 " 1rz"CEMENT BOARD Add Drywall nailer ROOM -------__ __-----_ ________________� I IN. 1SF} RMF WITH PLASTER FINISH as needed maintain 2" I ----------------------------, I I .r clearance to any part of Model T GH ------- r------ 1 I .`"� , 1 31" � - EXISTING Fireplace a O C�-• i i ISLAND I I ; 2 LIVING ROOM 90 4$" 31 COVERED I NEW ORTAL'90 GAS INSERT DEC K I I I I INSTALLED AS PER MANUFACTURER client I I 1 I PORCH I ; EXISTING "from each H A L L i +2,2, i i I DEN r ® r side to non Clearance 2combustible CONFIRM PLASTER SURROUND D E B O E R I AND CHIMNEY BREAST FINISH :I F EXIST. L I V I N G I I ( ; material co I 1 3"LIMESTONE SLAB ON FRAMED BASE WITH N --� �� 1 I . . CONFIRM WITH CLIENT IF ENDS WILL Top View ROOM � No access panel required 41 for TR series.Gas/ NEW FRAMED ENCLOSURE I o - CANTILEVER AND IF SO SAW CUT IN STEEL electrical components are WITH 5/8"TYPE X DRYWALL,TAPE 8� - ANGLES AND SECURE WITH EPDXY COMPOUND AS PER MFG.SPECIFICATIONS EXIST. I located on the left side of MIN.2"CLEARANCE TO COMBUSTIBLE the unit and are accessible W I I I 2XIOATTlOC_ � 1 FRAMING AT RASE through the left interior panel of the fireplace. NEW ORTAL 90 GAS INSERT INSTALLED AS I I ::: PER MANUFACTURER I I I F.J.EXISTING content Id _J m ~'__.__ __._...__.-,._____ 3"LIMESTONE SLAB ON FRAMED BASE WITH I W 12"CEMENT BOARD 8�3/4"PLYWOOD, I I NEW 2X BLOCKING ' ORTAL 90 TRADITIONAL NEW GAS FIREPLACE CANTILEM WITH VEERANDIIF OS IF ENDS I STEEL ' ' FIREPLACE DETAILS OFFICE DEN I ANGLES AND SECURE WITH EPDXY I EXISTING DRAWINGS & DETAILS 93 1 fi CRAWL SPACE Scale:N.T.S. w I APPROX LOCATION OF EXISTING BLOCK = PROVIDE CONCEALED ANGLE SUPPORT AT I 1 FOUNDATION g = I PERIMETER OF LIMESTONE ai I H Ul r wX ] I ? EXIST. EXIST. EXIST. EXIST. EXIST. ; s I F ! ±52'-s" 1001 drawn by: EP checked by: 0FIRST FLOOR PLAN �t7TIAL FIREPLACE SECTION Scale:,/4^=,•-0" :l/2^-,•-0" date: 12/14/2020 NOTE: ALL NEW ELECTRICAL WORK TO CODE 0 5' 10' 15' WITH CARBON MONOXIDE AND SMOKE drawing no. DETECTORS TO CODE. SCTM# 1000-137-4-34 ZONE R-40 .31 ACRES 0 a0 0 PETERSOo N ARC HOTEC TURAL WORKS EXIST. EXIST. EXIST. info@petersonarchitecturalworks.com no o CLOSET = X V W F FL BATH ROOM m DURAVENT DURATECH OR EQUAL / DURAVENT CAP AS PER MFG. RATED AND LISTED STAINLESS j INSTRUCTIONS HALL STEEL CHIMNEY COMPONENTS i RIDGE CAP TO EXTEND MIN.2 FEET ABOVE EXISTING RIDGE IF WITHIN 10 FEET j RIDGE no MASTER W 1/2 1 I ,NYC i ae BATH BEDROOM I NOTE: _.......- K. _ o ' ' PATCH AND REPAIR ROOFING -- f C14 o I i AS NEEDED W D E C K BEDROOM BEDROOM ; STORM COLLAR AND BRACE' 1 I BEYOND.PROVIDE FLASHING AS 1 I SPECIFIED BY MFG. NEW FRAMED ENCLOSURE seal AS PER MFG.SPECIFICATIONS person,unless actin TO ALIGN WITH NEW GAS UNIT It is a violation of the law for an Y Pe 9 under the PITCH IM BELOW direction of the licensed architect,to after an item in any way. CLOSET , ' CONFIRM CLEARANCES TO CODE rm I AND AS PER MFG. w I j THROUGH ROOF ADAPTER AS PER I I MANUFACTURER I I I 1 I I EXISTING S*mT- %,W- 17 n ' I ATTIC EXIST. EXIST. EXIST. EXIST. I 1 � 1 DURAVENT DURATECH OR EQUAL U RATED AND LISTED STAINLESS 1 1 RADIATION SHIELD CONNECTOR WITH 1 STEEL CHIMNEY COMPONENTS ±42•-3-2L FIREPLACE PERSPECTIVE sue" i i FIRESTOP 2 1 Scale:N.T.S. REV REVISION DATE j EXISTING CEILING JOISTS 1 1 I 1 EXISTING RAILING W Type X _ revisions 1 1 1 1 .......Studs SECOND FLOOR PLAN -----' "" "" "- Heat Release:124 sq.in. j 1 NOTE: FOLLOW MFG.INSTRUCTIONS FOR ALL �--- ------ --- -- -- ' 1 5/8"Type X SCale:1/4"c 1'-0" I j CLEARANCES TO COMBUSTIBLES on Inside 5�e'Type j\� Wood Studs project 0 5' 10' 15' EXISTING l I EXISTING _ BEDROOM I j BEDROOM I Nx, AI I / DEBOER RESIDENCE DURAVENT DURATECH OR EQUAL I ?� I RATED AND LISTED STAINLESS STEELj NEW FRAMED PARTITION TO ENCLOSE NEW GAS FLUE TO T s i Steel Studs 1 555 F L E ETW O O D R D. CHIMNEY COMPONENTcc CODE&AS PER MFG. . 0- RADIATION SHIELD GLITCH OG U E CONNECTOR WITH I 1 FIREBLOCKING AS PER CODE mI j SHED FIRESTOP EXIST. EXIST. EXIST. — — i /. GHI I j NEW YORK �I I I NEW 2X EXISTING I I I I I 1 BLOCKING F REF I I I I INS PROVIDE 124 SQ.IN.HEAT RELEASE LAUNDRY I SINK OVEN I I ' LINEAR SLOT / R REPLACE EXISTING DRYWALL AT i I I 2-2X8 HDR co PANTRY I I I NEW GAS INSERT ENCLOSURE WITH � � i W I I F 5/8"TYPE X DRYWALL WITH TAPE& I NON-COMBUSTIBLE LIGHT GAUGE METAL I W/D I °' I COMPOUND ON ALL EXPOSED I 1 FRAMING AS PER MANUFACTURER o I K I T C H E N I I W FRAMING AS PER MFG. j View A view B BATH I I I I I , •I 1/2"CEMENT BOARD Add Drywall nailer I I I 12 WITH PLASTER FINISH ROOM ------------- ------------- _ I IN. SFI RMF as needed maintain 2" Model T GH ------------------ I I clearance to any partof Il -------- ---------- t 0 O C L. I I I 1 31" EXISTING Fireplace ISLAND LA N D I I i 2 LIVING ROOM 221. gp 4 3j« 31 oo®o omoo I I I I COVERED I NEW ORTAL 90 GAS INSERT DEC K I I I I INSTALLED AS PER MANUFACTURER client II PORCH EXISTING Lj I I i I I DEN r ® ® Clearance 2"from each H A L L 1 1 ±2 I I I CONFIRM PLASTER SURROUND ' 2 '� LIVING I I I AND CHIMNEY BREAST FINISH Side to non combustible D E B O E R EXIST. I I material I 3"LIMESTONE SLAB ON FRAMED BASE WITH zo R O O M I I q 1/2"CEMENT BOARD&3/4'PLYWOOD, No access panel required +1 i CONFIRM WITH CLIENT IF ENDS WILL Top��'" for TR series.Gas/ NEW FRAMED ENCLOSURE I CANTILEVER AND IF SO SAW CUT IN STEEL • 'o-V— F � electrical components are WITH 5/8"TYPE X DRYWALL,TAPE& I ANGLES AND SECURE WITH EPDXY ( located on the left side of COMPOUND AS PER MFG.SPECIFICATIONS ExlsT. MIN.2CLEARANCE TO COMBUSTIBLE the unit and are accessible H=eoc W ==wxr,rRAMING AT BASE through the left interior panel of the fireplace. NEW ORTAL 90 GAS INSERT INSTALLED AS I EXI�I�, content JPER MANUFACTURER I I Fr.Wj 3"LIMESTONE SLAB ON FRAMED BASE WITH I ORTAL 90 TRADITIONAL NEW GAS FIREPLACE CY 12"CEMENT BOARD&3/4"PLYWOOD, 'L CONFIRM WITH CLIENT IF ENDS WILL I I NEW 2X BLOCKING CANTILEVER AND IF SO SAW CUT IN STEEL I F ( EyFIREPLACE EXISTING DETAILS DRAWINGS & DETAILS OFFICE DEN ANGLES AND SECURE WITH EPDXY I �., I CRAWL SPACE Scale:N.T.S. -h- — w APPROX.LOCATION OF EXISTING BLOCK tu I I FOUNDATION = PROVIDE CONCEALED ANGLE SUPPORT AT F = I PERIMETER OF LIMESTONE a� I +r x 31 W Z I - - - - � EXIST. EXIST. EXIST. EXIST. EXIST. ±52•-6• FERMOT DRA nM/I NO drawn by: EP checked by: 0 FIRST FLOOR PLAN 1 PARTIAL FIREPLACE SECTION Scale:l/4^_,•-0~ Scale:,rz-_,•-0" date: 12/14/2020 NOTE: ALL NEW ELECTRICAL WORK TO CODE 0 5' 10' 15' WITH CARBON MONOXIDE AND SMOKE drawing no. DETECTORS TO CODE. SCTM# 1000-137-4-34 ZONE R-40 .31 ACRES o pE4E1 �00 N AnC HETEC TUnAL M/n OO nKS M'/n E STHAMP`�OO N NEW YOO GAGS EXIST- EXIST_ EXIST. info@petersonarchitecturalworks.com aO CLOSET = x V W a BATH ROOM W DURAVENT DURATECH OR EQUAL DURAVENT CAP AS PER MFG_ RATED AND LISTED STAINLESS INSTRUCTIONS HALL STEEL CHIMNEY COMPONENTS I RIDGE CAP TO EXTEND MIN_2 FEET ABOVE EXISTING RIDGE IF ? I WITHIN 10 FEET i RIDGE �O W 1/2 MASTER o BATH BEDROOM I NOTE: iv r 1 I PATCH AND REPAIR ROOFING - - - - +I x D E C K i AS NEEDED • _ 1 1 STORM COLLAR AND BRACE '- - 041869 BEDROOM BEDROOM i SPEC FD BO MDG FLASHING AS 4 E F ��OF F . NEW FRAMED ENCLOSURE seal AS PER MFG.SPECIFICATIONS TO ALIGN WITH NEW GAS UNIT I j _ It is a violation of the law for any person,unless acting under the PITCH BELOW CLOSET I _ _ - : - Ey ;_ direction of the licensed architect,to alter an item in anyway. 1 1 ' CONFIRM CLEARANCES TO CODE AND AS PER MFG. w 1 j THROUGH ROOF ADAPTER AS PER I MANUFACTURER 1 1 � I I 17 n1 I EXISTING srMTt'%cF I I ATTIC 1 1 ' EXIST. EXIST_ EXIST. EXIST. 1 F1 1 1 DURAVENT DURATECH OR EQUAL I U RATED AND LISTED STAINLESS ~ STEEL CHIMNEY COMPONENTS +42•-32" RADIATION SHIELD CONNECTOR WITH FIREPLACE PERSPECTIVE a ! 5•.$" i i FIRESTOP 2 Scale:N.T.S. REV REVISION DATE j EXISTING CEILING JOISTS 1 1 � I 1 I • • EXISTING RAILING I i 518•Type x - ----_— revisions ' � I I I � I - 1 Wood Studs = II �"-- --"""" "-""'- -- SECOND FLOOR PLAN I � NOTE: Heat Release:124 sq.in. I FOLLOW MFG_INSTRUCTIONS FOR ALL 5!8"T X Scale:1/4"=1'-0" CLEARANCES TO COMBUSTIBLES on,nside 5is-Type e� — Wood Studs j project 0 5' 10' 15' EXISTING 1 EXISTING BEDROOM ; BEDROOM Al ( j DURAVENT DURATECH OR EQUAL 'I NEW FRAMED PARTITION TO ;� I I j D E BO E R RESIDENCE RATED AND LISTED STAINLESS STEELI Steel Studs 1 ENCLOSE NEW GAS FLUE TO = T I j 1555 FLEETWOOD RD. CHIMNEY COMPONE I M; - CODE&AS PER MFG. . . / RADIATION SHIELD , , I m� CUTC H OG U E CONNECTOR WITH 1 1 FIREBLOCKING AS PER CODE SHED FIRESTOP EXIST- EXIST. EXIST_ GH I NEW YORK I I I I I I n1Ew 2x DosnP1G 12" i t3<oclanlc Fr_ REF i SINK OVEN I I i IN i PROVIDE 124 SO.IN.HEAT RELEASE —_ i \ F L A U N DRY I I I REPLACE EXISTING DRYWALL AT l` LINEAR SLOT o X � �' PANTRY I I NEW GAS INSERT ENCLOSURE WITH � � 2-2X8 HDR_ x I 51r TYPE X DRYWALL WITH TAPE& j NON-COMBUSTIBLE LIGHT GAUGE METAL W/D I X ( COMPOUND ON ALL EXPOSED 1 FRAMING AS PER MANUFACTURER Vim,B \ o I KITCHEN I I NJ FRAMING AS PER MFG. I I View A BATH I I I I I T. " 1/2"CEMENT BOARD Add Drywall nailer I I I 12 WITH PLASTER FINISH as needed maintain 2" ———— -----------------------------I I N_ � Model T GH ---------------------------- I I SF RMF clearance to any part of uo I I ... .. 1 1 3�•" ..., EXISTING Fireplace C L. i i ISLAND I I I 2 LIVING ROOM 90 4%" 31 oomo omoo I I COVERED I NEW ORTAL 90 GAS INSERT ® i DEC K I I I I PORCH EXISTING ( INSTALLED AS PER MANUFACTURER client I I I I HALL I I 1. I I I DEN r ® ® Clearance 2"from each +2 I I I CONFIRM PLASTER SURROUND side to non combustible LIVING 1 1 ( AND CHIMNEY BREAST FINISH material D E B O E R EXIST. I I - - 3'LIMESTONE SLAB ON FRAMED BASE WITH I I 1/2-CEMENT BOARD&3/4-PLYWOOD, I ME, R O O M No access panel required 04 - - CONFIRM WITH CLIENT IF ENDS WILL Top View J TR series.Gas/ NEW FRAMED ENCLOSURE i I o.a. _ CANTILEVER AND IF SO SAW CUT IN STEEL eolectrical components are WITH 5/8"TYPE X DRYWALL.,TAPE& ANGLES AND SECURE WITH EPDXY I I I located on the left side of COMPOUND AS PER MFG.SPECIFICATIONS I I EXIST. MIN.2"CLEARANCE TO COMBUSTIBLE the unit and are accessible W I I I 2XWATIroCEASE FRAMING AT BASE through the left interior " panel of the fireplace. NEW ORTAL 90 GAS INSERT INSTALLED AS I I FxlsnrJc content PER MANUFACTURER I I ( FA w - _. _. ...__.... 3"LIMESTONE SLAB ON FRAMED BASE WITH 0 1/2"CEMENT BOARD&3/4"PLYWOOD, I I ORTAL 90 TRADITIONAL NEW GAS FIREPLACE Ill CONFIRM WITH ERAND IF SAW I ( VNEW2xBLocKING FIREPLACE DETAILS DRAWINGS & DETAILS CANTILEVER AND IF SO SAW CUT IN STEEL I I EXISTING ANGLES AND SECURE WITH EPDXY OFFICE D E N t N °' ( CRAWL SPACE Scale:N.T.S. — — — — — — — — — — — — — — — 1 w APPROX_LOCATION OF EXISTING BLOCK _ PROVIDE CONCEALED ANGLE SUPPORT AT ( FOUNDATION F i I PERIMETER OF LIMESTONE m O1 I +t x 3t wEl WI Z — — — — EXIST_ EXIST. EXIST. EXIST. EXIST. ±52'-6" JI drawn by: EP checked by: FIRST FLOOR PLAN 1 PARTIAL FIREPLACE SECTION Scale: _,•-o~ Scale:,/2"_,•-o•• date: NOTE: ALL NEW ELECTRICAL WORK TO CODE 12/14/2020 0 5' 10' 15' WITH CARBON MONOXIDE AND SMOKE drawing no. DETECTORS TO CODE. SCTM# 1000-137-4-34 ZONE R-40 .31 ACRES a PETERSON ARCH UTECTURAL WORKS �ii7ESTb�1MPTOO N NEW YOo RK EXIST. EXIST. EXIST. info@petersonarch itecturalworks.com ' 00 CLOSET V W a BATH W DURAVENT DURATECH OR EQUAL DURAVENT CAP AS PER MFG. ROOM RATED AND LISTED STAINLESS , INSTRUCTIONS HALL STEEL CHIMNEY COMPONENTS 1 , RIDGE CAP TO EXTEND MIN.2 h 1 FEET ABOVE EXISTING RIDGE IF I WITHIN 10 FEET I i RIDGE DO 1 _ _ _ i J MASTER W v 1/2 I N o BATH BEDROOM I NOTE: _ 4 - - > N I PATCH AND REPAIR ROOFING . j ' N a I AS NEEDED R x DECK 1 1 : - w 1 I STORM COLLAR AND BRACE _ = �` 041859 BEDROOM BEDROOM s I BEYOND.PROVIDE FLASHING AS ��OF SPECIFIED NEW FRAMED ENCLOSURE sea I -- - l AS PER MFG.SPECIFICATIONS TO ALIGN WITH NEW GAS UNIT PITCH BELOW It is a violation of the law for any person,unless acting under the 1 I a -' direction of the ficensed architect,to after an item in an CLOSET , ��?�. ?, r way. r u j CONFIRM CLEARANCES TO CODE _ I I AND AS PER MFG. W i i THROUGH ROOF ADAPTER AS PER MANUFACTURER 1 , I 1 EXISTING sTtmf It r.. 7 n ' I ATnc 1 I EXIST. EXIST. EXIST. EXIST_ - 1 DURAVENT DURATECH OR EQUAL I j RATED AND LISTED STAINLESS 1 I RADIATION SHIELD CONNECTOR WITH FIREPLA PERSPEE a STEEL CHIMNEY COMPONENTS t42�' " �$" j j FIRESTOP 2 LACE CTIV Scale:N.T.S. REV REVISION DATE j EXISTING CEILING JOISTS 1 � ._.......- revisions EXISTING RAILING 5/8-Type x 1 , 1 1 1 - 1 1 Wood Studs , I / 1 SECOND FLOOR PLAN '--- ------ ------ -- NOTE: Heat Release:124 sq.in. I I FOLLOW MFG.INSTRUCTIONS FOR ALL 518"Type x / s/8-T, Sc�le:1/4"=1'-0" i i CLEARANCES TO COMBUSTIBLES O11Inside % project Studs 0 5' 10, 15' EXISTING EXISTING I I BEDROOM BEDROOM A) I j DEBOER RESIDENCE DURAVENT DURATECH OR EQUALI 1 NEW FRAMED PARTITION TO �'� I I j RATED AND LISTED STAINLESS STEELSteel sus 1555 FLE ETWOO D RD. CHIMNEY COMPONENT I ENCLOSE NEW GAS FLUE TO — I j I ; CODE&AS PER MFG. �� I �m� RADIATION SHIELD :1j C U TC H O G U E CONNECTOR WITH 1 I FIREBLOCKING AS PER CODE ' SHED FlRESTOP I % NEW YO RK EXIST. EXIST. EXIST. "' ": ," GHI I � //` 1 " i sLocICING F J. 2 I I I I I I REF 1 I I I I I I I I MIN, PROVIDE 124 SQ.IN.HEAT RELEASE LAUNDRY I SINK OVEN I I I LINEAR SLOT —� /i \ I I I REPLACE EXISTING DRYWALL AT �` 2-2X8 HDR_ � � X PANTRY I I I NEW GAS INSERT ENCLOSURE WITH �f � i w 1 I W TYPE X DRYWALL WITH TAPE& , NON-COMBUSTIBLE LIGHT GAUGE METAL W/D I °_' ( COMPOUND ON ALL EXPOSED 1 FRAMING AS PER MANUFACTURER View B BATH ; KITCHEN i i W FRAMING As PER MFG. i 1/2"CEMENT BOARD V A Add Drywall nailer ROOM I I i 12 WITH PLASTER FINISH as needed maintain 2" -------- - 1 I IN. SFI RMF Model T GH ------------------- � I _______ __________ , I ., " �,.. clearance to any part of O C L. I I ISLAND I I I 1 1 31" EXISTING Fireplace 2 LIVING ROOM 90 4 3/" 31 I ( I I �� o'o®o o moo I I I I COVERED I NEW ORTAL 90 GAS INSERT DEC K I 1 I PORCH ( EXISTING INSTALLED AS PER MANUFACTURER client 1 HALL 1 1 I ; DEN 2• ® � �' Clearance 2"from each 1.��" 1 1 I CONFIRM PLASTER SURROUND side to non combustible 1 1 1 AND CHIMNEY BREAST FINISH Iml jamDEBOER � EXIST. 1�' �' LIVING I I I material I 3"LIMESTONE SLAB ON FRAMED BASE WITH 1 1/2"CEMENT BOARD&3/4"PLYWOOD, zo ROOM _ No access panel required N I - CONFIRM WITH CLIENT IF ENDS WILL Top View +1 1 I � '_ for TR series.Gas/ NEW FRAMED ENCLOSURE I CANTILEVER AND IF SO SAW CUT IN STEEL WITH 5/8"TYPE X DRYWALL,TAPE& I 1 o e ANGLES AND SECURE WITH EPDXY electrical components are I I ( located on the left side of C7 COMPOUND AS PER MFG.SPECIFICATIONS EXIST. I 1 iF MIN.2"CLEARANCE TO COMBUSTIBLE the unit and are accessible W 2Xi"/1T70.G"w� RAMING AT BASE through panel of the fireplace. interior 0 /Pr�t _ 1 I Li J NEW ORTAL 90 GAS INSERT INSTALLED AS 1 I EwsTING content PER MANUFACTURER 1 I I F.J. _j 1 1 W - -- ® y j 3"LIMESTONE SLAB ON FRAMED BASE WITH I I v 1l2"CEMENT BOARD&3/4"PLYWOOD, 1 ' ORTAL 90 TRADITIONAL NEW GAS FIREPLACE 1 W EW 2X BLOCKING CONFIRM WITH CLIENT IF ENDS WILL 1 ( N CANTILEVER AND IF SO SAW CUT IN STEEL 1 F ( EXISTING FIREPLACE DETAILS DRAWINGS & DETAILS ANGLES AND SECURE WITH EPDXY O F F I C E D E N + - - - - - - - - - - - - - - - X I CRAWL SPACE Scale:N.T.S. NJ LOCATION OF EXISTING BLOCK J _ PROVIDE CONCEALED ANGLE SUPPORT AT I FOUNDATION ! = I PERIMETER OF LIMESTONE +I X WI w I Z — — — — EXIST. EXIST. EXIST. EXIST. EXIST. ±52•-6" FFEIR M T DD G>3aM�In ONG drawn by: EP checked by: &FIRST FLOOR PLAN 1 PARTIAL FIREPLACE SECTION ale:l/4"=1•-0" Scale:,r2"-,•-0" date: NOTE: ALL NEW ELECTRICAL WORK TO CODE 12/14/2020 0 5' 10, 15' WITH CARBON MONOXIDE AND SMOKE drawing no. DETECTORS TO CODE. SCTM# 1000-137-4-34 ZONE R-40 .31 ACRES o0 0 1 i PETERSOO N ARCHITECTURAL WORKS PROVIDE CONCRETE PAD FOR FRAMED ACQ TYP. 2-2X12 ACQ GIRDER PLATFORM CONSTRUCTION AT NEW STEPS EXISTING HOT TUB TO BE REMOVED ANCHORED TO 8" DIA. CONC. PIERS ON 16'x8' CONC. FTGS a_ REMOVE EXIST. SHED NOTE: ALL NEW ELECTRICAL WORK TO CODE— — •-O- - s•-s- WITH CARBON MONOXIDE AND SMOKE �s NI DETECTORS TO CODE. WESTHAMPTON NEW YOORK ( info@petersonarchitecturalworks.com I -1 I— I +25'-1" NEW 14FT X¢FT HOT TUB NEW ROOF TO ALIGN WITH NEW DECK BELOW V-0" —I p L� �-✓� I-✓-J (CONFIRM FINAL LAYOUT,WITH CLIENT.SPA O CONFIRM NEW COUNTER & I CONTRACTOR TO PR6\AOE DRAWINGS FOR O ( SINK WITH CLIENT (LINE OF ROOF OVERHANG — CONSTRUCTIPN:TOCODE) -- - -- ------- ----- -- REMOVE EXIST. SHED NEW ,�,,a� 3'-0" T$" I O t�C _ — `------------------' NEW ROOF BEtOW SI N I N C) 1 1 2-2Xr D.J. ALIGN c+�Z 0 F— N (2) ML HIR ADDITIONAL LEDGER ABOVE TO SUPPORT ROOF OVERVANq ( N ED 2X12 ACQ DECK LEDGER BOLTED TO HOUSE FRAMING / L �— C7 ( 1/2" EPDXY COATED LAG BOLTS @ 16- OC MIN. STAGGWER�D ROWS a W I 0 a I 1 p N W 12" 12" SQUARE TRIMM P C LU O Oo I O �= I - w v7 o NEW 2-2X10 HDR. G 4 OPTION FOR W10X45 FLUSH STJEL GIRDER w II . J O O I `1 < urn WITH STRAPP NG TO POSTS AS PER o WITH 5'X5-X1/4" COLUMNS ON X16"X3/4" i ,� w 04 E- NFIR CAST IRON INTERNAL LEA R _' w �' o tu BP WITH (4) 5/8- AB DRILLED VV/E�OXY & O x 0 o �NNE TED T DRYWELL FROM U_Z ¢ FRAMIN CONNECTOR SHEETS �w ATERN�L DRAT AT ROOF DECK AB VE �r- 3`r w , 12" EMBED. BUILD OUT WALL RAIYIING AS O 0 (M 0¢ ww _ NEEDED TO ACCOMMODATE NEW f TRTCTURE. W z 0 I ( ICf) o z0 z�z x �` 0418,519 I L Z LL O w TAPERED D.J. a�' ao Z 0 W o p I Ci f 1-3/4" x 9-1/2" ML X L W >- w S I O Z WI- -� '" z a o Q z J w 248 @ 1 - OC t-0 o @16- O.C. FOR W.P. DECK a t- 0 _ _ C)Q ($ I D CK JOISTS w v I = z NEW 3-1/2'X5-1/4' 1.8E o0 0� MASTER BEDROOM BALCONY coo (SEE NOTE) w _ 0 I 0 '�_ n is a violation of the law for any person,unless acting under the � ¢¢ I moo PSL COLUMN CONTINUOUS t- o J i architect,to alter an item in an wa I C7 1 x C9 C7 U) m J I � O x I rn O 2 i UPPER7Z o Q direction of the licensed archit y y. STEEL ¢ w O a @JN w I I J v� , 00 (2) 2X10OHEADER o w�zm o GIRDER WIT] 5-X5-X1/4L COLUMNS. 1� 0 ( cn o I z x i > Tor o ¢ <� DRAINS & I LIVING ROOM T j w I w ¢io 0 Q �w o w BUILD OUT WA L FRAMING AS NEEDED9 INTERNAL z I � ¢ m�¢ p I ' I O Wz J MASTER BEDROOM zco TO ACCOMMODATE NEW STRUCTURE. Z , T ¢0 00 a o z0 n a 'L ¢ 0 DOWNSPOUTS I—__MSMG-BEA9-O -Cxxo_- a (r 0 - ' _ _ w EXIST. 2X8 FL. J ISTS - 1 w I- (NO CHANGES) - wo ( w x0 ( L_ Z 0 W - z _ o� 0 0- ( � I z N "' w W ( I I U Q° I o� CONFIRM FLOOR JOIST SIZE AND_// . 02" I z I z w p °° o Q` I •=tom `r'z ( - �o- Z wo DIRECTION Ip I ' NEW FLUSH a �- X X t r x xo ¢ > w LIVING ROOM = I I X O 0 O D N N 1 N U > d0 , I w l w W v z 3 r I N NQ I NOTIFY ARCHITECT WITH ROOF _ I I W12X45 I 1 � � w ro z- 1 o CONDITION, FLASH AND REPAIR AS z� x I 1 UPDATED DECK& SPA 08/26/2� o O O z 1 r_ I REQUIRED '_, N ►� v I 1 ( x U g U z N ~0- t-ao I 1 �¢ �, DECK ti I I S UCCO FINISH FOR O N o ¢ ( I 1 EXISTING WINDOW TO REMAIN, NEW F+ 1 I P RCH CEILING REV REVISION DATE CONTRACTOR TO TEMPORARILY SUPPORT i i o z Q to M R I r _ - W.P. DECK MEMBRANE TO SILL. 11 FRAMING ABOVE FOR NEW OPENING. CONFIRM FRAMING IN CEILING SUPPORTING I x 0 N -� -� CONFIRM SCREEN D SILL WITH CLIENTH81 Efl I WALL ABOVE AND NOTIFY ARCHITECT. w U v ( 1 I I I revisions --------------------J L---------- --n TAPERED EXIST. FL. JOISTS --1 r------------ x 1-3/4-X9�1/2' I I I 1 I I I W w BALCO OY OIS S I -� 12"X12-X3/4" BP WI H (4) AB TYP. ON a ( I ON NEW PIER AND DOTING IF W10X45 ¢ I I ( XIST. ROOF BFt EN FLUSH GIRDER PTION IS SELECTED 5•-8" 1 ~ J I- — I _ _ _ REPAIR BLOCK FOUNDATION AS NEEDED I 1 W� _ (— Z N (2) ML H[ R L o L J EXIST. 6'-0 SLID. GL. DOOR rKy _ ALIGN TO BEI MADE FIXED __�4 _ I '- - _ � project f LI E OF BA CONY ABO 6"X6'X1/4- COLUMNS ON 16"X16" PIER - REMOVE EXISTING W.P. DECK AND INSTALL _ _ _ NEW TAPERED ML JOISTS FOR 3'X3'X1' FTG WITH 3-#4 REBAR GRID AT 8" OC L---- -- --J 7' 7 - V-4 WATERPROOF DECK ASSEMBLY OVER 3- OFF THE BOTTOM OF THE FOOTING. I 6'- FINISHED LIVING ROOM BELOW. W.P. TO 12-X 12'X3/4" BP W/ (4) AB TYPICAL D E B O E R RESIDENCE REMOVE STEPS RE-BUILT DECK L—— ——————J EXTEND UP WALL MIN. 18 INCHES PROPOSED PARTIAL NEW INTERNAL DRAIN AND CAST IRON 1555 FLEETWOOD RD. PROPOSED PARTIAL 6"X6"X1/4" COLUMNS ON 16"X16" PIER & 3'X3'X1' LEADER CONNECTED TO DRYWELL FLUSH W10 X 45 FTG WITH 3-#4 REBAR GRID AT 8• oc 3- OFF THE SECOND FLOOR PLAN 14AM OPTION AT LIVING RM. CUTCHOGUE FIRST FLOOR PLAN BOTTOM OF THE FOOTING. 12"X 12•X3/4' BP W/ (4) AB TYPICAL :l/4"0 Scale:l/4"=1'-o" 5'-8" FROM FOUNDATION FACE TO NEW W 12X45 NEW YO RK PORCH BEAM CENTERLINE IF OPTION FOR W10X45 0 51 10, 15' FLUSH BEAM IS SELECTED, SEE DETAIL 1 0 51 10, 15' NOTE: REFER TO ENGINEER'S NOTES FOR BRACING INFORMATION FOR NEW WORK BF IE)�$7 �p7 IIIloll I I IEI I I@ (TO fiE MAINTjs ) (T Tr7rrii EAST.Fn3 -TO BE F A P, n NY ABOVE W I V U Q EXISTING BEVEL CEDAR SIDING I I 8 client TO BE REPLACED. C( ® a OO II x o NEW DEBOER NEW 2-2X10 HDR. U WITH S1rRAPPNG TO POSTS AS PER 6'FIXED 1,1— FRAMING CONNECTOR SHEETS 2X8 @ 16" OC JOISTS TECO TO NEW 2X10 LEDGER BOLTED TO HOUSE FRAME W/ 1/2" EPDXY COATED �¢ LAG BOLTS @ 16- OC STAGGERED O I I w NEW METAL AND CABLE HANDRAIL SYSTEM TO 1 I W I g - w CODE, CONFIRM WITH CLIENT NEW NE N NLGD 380S AND. N D 6080E NLGD�4 NEW METAL&CABLE RAILING 380S 1 I = OPTION FOR WATERPROOF BALCONY: SYSTEM INSTALLED TO CODE I 1 o • RIP 1-3/4- X 9-1/2' ML JOISTS MIN. 1/4" PER FOOT ( I 3 content • 1/2" PLYWOOD W - MASTER BEDROOM BAL NY 60 MIL MIN. EPDM WATERPROOF MEMBRANE NEW ROOF 1 I _ 2x TREATED SLEEPERS OVERHANG TO MATCH 1 'AS PER CLIENT, ALIGN WITH DOOR SILL F PARTIAL PLANS • NG EXISTING ROO �r ro suo a NEW NEW 3-1/2'x18" i.'.OE P RALLAM PSL W/ 1/2" 5/4 x 6 DECKI - MINIMUM (3) DRAINS CONNECTED TO INTERNAL STEEL FL PL ADDWALL FRAMING TO DOWNSPOUTS INSTALLED WITHIN CORNER 10" TRIMMED EXISTING 1ST FLOOR PLAN ACCOMMODATE NEW BEAM - SEE ENGINNER'S NOTE COLUMNS - 12 Zia" _ �•-o" E>�T.� SECTION & ELEVATION • 1X SOFFIT AS PER CLIENT FR EXIST. 2X8 FL. J ISTS --�-'-" NEW 12'WIDE t9 3J4 _ REBUILT EXIST. BALCONY "' TRIMMED PORCH BEAM, -` --i GIRDER WITH TYPICAL SHEAREPLATE CONNECTIOND) CONFIRM WITH CLIENT ----------- ----------- ----------- ----------- EXISTING PARTIALcc� [E L- I CONFIRM FLOG JOIST SIZE ANC AND WELD FLANGES TO COLUMN DIRECTION 3-0 w ( 112T 6'X6"X1/4" COLUMNS ON 16"X16" PIER & 0�1RST FLOOR PLAN - LIVING RO,�M = t I I j� 3'X3'X1' FTG WITH 3-#4 REBAR GRID AT 8" OC FIXED NEW FIXED " AUG 2 8 2020 _ 13" OFF THE BOTTOM OF THE FOOTING. CUSTOM 24'-0" x 6'-11' SLID. GL. GOOR REFER TO DETAIL 1 IF W10X45 FLUSH ale:l/t3"=1 0 OPTION FOR W 10 45 FLUSH STEEL o �� I I 12"X 12"X3/4- BP W/ (4) AB TYPICAL (OPTION FOR FU HEIGHT SLIDER DOOR COLUMN AND BEAM SIZES STEEL BEAM IS SELECTED FOR TRIMMED T Y Y n GIR ER , SEE DETAIL +"i I I T_ TT T"TI ! Rll V k `T I` +i I I DECK 5/4x6 WOOD DECKING HOT TUB TO (CONFIRM W/ CLIENT) � PERNOT SET H I I 2X8 @ 16- OC ACQ DECK JOISTS BE REPLACED FLAE H L DG R NEW 12"SQUARE 17--------- - ARCHITECTS DRAWINGS ARE SUPPLIED BY CLIENT WITH PERMISSION CONFIRM SCREEN D SILL WITH CLIENT I I TYP. 2-2X12 ACQ GIRDER ANCHORED TO TRIMMED COLUMNS, DOOR INSTALLERTO P 19VIDE SHOP DRAWINGS I FROM PREVIOUS DESIGNER. ARCHITECT ASSUMES NO LIABILITY FOR drawn by: I t 8- DIA. CONC. PIERS ON 16-x16-x8- CONC. FTGS CONFIRM WITH CLIENT INACCURATE REPRESENTATION OF EXISTING CONDITIONS OR UNSEEN EP EXIST. FL. JOISTS I 12X8 @ 16' OC D.J. I STRUCTURAL DAMAGE. 8-X16"X3/4" B WITH (4) 518- AB ALL PROPOSED WORK TO BE APPROVED BY ENGINEER, CONTRACTOR TO checked by: DRILLED W/EPDXY & 1 " EMBEDMENT FOR I I I I EXISTING DECK TO BE REMOVED AND REPLACED FOLLOW SPECIFICATIONS PROVIDED BY ENGINEER FOR CONSTRUCTION TO W10X45 FL SH GIRDER OPTION I I PROVIDE CONCRETE PAD CODE. CONTRACTOR TO REPORT ANY CONFLICTS OR INACCURATE AT CAM FRAMED PLATFORM FORISTI=PS SPA CONTRACTOR TO PROVIDE DRAWINGS FOR CONSTRUCTION TO CODE DIMENSIONS TO ARCHITECT FOR RESOLUTION. date: DISCUSS WITH CLIENT OPTI NS FOR CRAWL -� -� DECK&STEPS BEYOND SPACE, INSPECT AND REMEDIATE ANY L-J t_-J p ORIGINAL DRAWINGS PREPARED BY: 7 28/2020 MOISTURE AND ENTING ISSUES. REPAIR BLOCK FOUNDATION AS NEEDED, drawing no. PARTIAL NOTIFY ARCHITECT OF STRUCTURAL DAMAGE PARTIAL JOAN CHAMBERS O_T? 0_1:= _ SED SECTION PROPOSED REAR ELEVATION PO BOX 49 SOUTHOLD NY 11971 SCTM# 1000-137-4-34 0" 0 Scale:l/4"=1•-0~ 631-294-4241 ZONE R-40 .31 ACRES p