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HomeMy WebLinkAbout31241-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32074 Date: 12/13/06 THIS CERTIFIES that the building ADDITION Location of Property: 530 MIDDLETON RD GREENPORT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 40 Block 5 Lot 4 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 27, 2005 pursuant to which Building Permit No. 31241-Z dated JUNE 29, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is DECK AND HOT TUB ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JAMES M SHAW (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2077278 04/28/06 PLUMBERS CERTIFICATION DATED N/A th ize Signature Rev. 1/81 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.. —_.IZ,-13 O G .-- New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: �30 House No. Street Hamlet Owner or Owners of Property: V f}^-• t rVN Soh) Suffolk County Tai Map No 1000, Section __Block-000-5r 5r _Lot _QQL Subdivision _ Filed Map._ Lot: Permit No. zlLi Date of Penmt._ Applicant: Health Dept. Approval: Underwriters Approval: _ Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ co �2- 3ao�y - G S �� Applicant S ature O rJ�rJ�rJ�rJ r�rJ�rJ�cPrJ�rJ�cPr PrJ�r�cPrJ�r�rJ�rJ�rJ�rJ�cl�cPr�rJ�rJ��Pr1cPr�r�rJ�cPrJ�rJ�rJ�rJ�rJ�rJ�rJ�cPr�r�cPcPr�rJ�rJ�rJ�rJ�rJL 2[2 LrL3 L3PL dL3rL3 LrC3 o BY THIS CERTIFICATE OF COMPLIANCE THE 3 a y 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 ij 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by JIM 5 530 MIiDDLETON RD.AW JIM SHAW 5 5 530 MIDDLETON RD. GREENPORT, NY 11944 GREENPORT, NY 11944 �5 C5 Located at 530 MIDDLETON RD. GREENPORT, NY 11944 S5 Application Number: 2077278 Certificate Number: 2077278 C5 5 Section: Block: Lot: Building Permit: BDC: NS11 5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement, First Floor,Outside, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 28th Day of April,2006. 5 Name OTY Rate Rating Circuit Type 5 Miscellaneous 5 5 inspection covers-service- kitchen addition& 5 5 self contained hoot tub 5 5 Wiring and Devices 5 5 Outlet 7 0 Fixture 5 5 Fixture 7 0 Incandescent 5 5 Outlet 10 0 General Purpose 5 5 Receptacle 5 0 General Purpose 5 5 Switch 8 0 General Purpose 5 5 Receptacle 1 0 GFCI 5 Dimmers 5 0 5 5 Disconnect 1 0 60 amp Pool/Spa 5 Service 5 51 Phase 3W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb 5 Meters: I seal S 5 55 Continued on Next Page 1 of 2 �5+ 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 a ��s��s��������ss��s���s������s�rn�����s�srng��LP[�L��@PCJ 1pd: or@n�n� rs�nsrs��nrn�nsLn�n�r3PLrL3n�rnrnnrrrsrnsrsssrn��n����r�s��rn�n�n�nr��rs�rns��s�rssrns�nrn o BY HIS 5 NEW YORKBOARDOFUNDATE ERWRITERS E E 5 5 O U DE RWRITERS 5 C55 BUREAU OF ELECTRICITY c5 40 FULTON STREET — NEW YORK, NY 10038 c CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 JIM SHAW JIM SHAW 5 5 530 MIDDLETON RD. 530 MIDDLETON RD. CCC5 GREENPORT, NY 11944 GREENPORT, NY 11944 C5 �j Located at 530 MIDDLETON RD. GREENPORT, NY 11944 SApplication Number: 2077278 Certificate Number: 2077278 5 5 Section: Block: Lot: Building Permit: BDC: NS11 5 5 5 Described as a Residential 0-599 square ft. 5 Q occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 �S Basement,First Floor, Outside, 5 C� A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed r5j 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard S 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 28th Day of April,2006. 5 5 Name OTY Rate Ratine Circuit Tv e 5 5 5 5 5 5 5 5 5 5 5 5 5 5 seal C 2 of 2 �5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 o sss�����ss�������s����������������L�r�r PC PUC ����s��������s���s 0 JAMES J. DEERKOSKI, P.E. OCG 260 Deer Drive Mattituck,N.Y. 11952 (631)298-7116 Date: December 6, 2006 To: Town of Southold Building Dept. Foundation Inspection James Shaw 530 Middleton Rd. Greenport,NY Permit# 31241 To Whom It May Concern: A Foundation inspection was preformed at the above-mentioned site, and it is deemed that the footings were excavated to the proper depth and size and installed as per plan and meet all state and local building codes. Any other questions please call. sincerely ui James J. De koski y FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31241 Z Date JUNE 29, 2005 Permission is hereby granted to: JAMES SHAW 11 MIDDLETON RD GREENPORT,NY 11944 for DECK & HOT TUB ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 530 MIDDLETON RD GREENPORT County Tax Map No. 473889 Section 040 Block 0005 Lot No. 004 pursuant to application dated JUNE 27, 2005 and approved by the Building Inspector to expire on DECEMBER 29, 2006 . Fee $ 300 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-5506 To: Town of Southold Re: Framing/ Strapping Inspection Shaw 530 Middleton Rd. Greenport, NY Permit#31241 z To Whom It May Concern: This letter certifies that all Framing and wind strapping on the above mentioned project is Built as per plan, and mects all state and local building codes. Any questions please feel free to call. OF NE Y Sill c rely 25x2 T s I oski P.E. 9��E.S 10 P ` � Y• ilk ` AUG 2 5 206 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631) 298-7116 To: Town of Southold Building Dept. Re: Insulation Inspection Shaw 530 Middletown Rd. Greenport,NY Permit# 31241 To Whom It May Concern: After an Insulation inspection was preformed on the above property, it is deemed that all Insulation was installed correctly, and meets all building codes. Any other questions please call. Is SEG ncerely r w � 0 111 oAAlO 0725 �� J s J. e koski FESS :lie SObTyo6 oo, � o TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUG LBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION rr I REMAR S: DATE / o(0 ©6 INSPECTOR r � FIELD INSPECTION REPORT DATE COMMENTS ro FOUNDATION(1ST) H -------------------------------------- FOUNDATION ___________________________________FOUNDATION(2ND) z 0 y ROUGH FRAMING& PLUMBING QQQ A INSULATION PER N.Y. j STATE ENERGY CODE --.-- 1 t ! FINAL Ira ADDITIONAL COMMENTS 2 V' \ m O o � z x � x � x TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,be f a applying? TOWN HALL Board of Health ^� z; SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey ✓ www. northfork.net/Southold/ PERMIT NO. _3);j0 Check ✓ Septic Form N,U N.Y.S.D.E.C. /, - Trustees Examined (SIA ,20 O$ Contact: Approved 20DS_ Mail to: Disapproved a/c R (n P one: 3/- S'S �i— 5 3 1( Expiration 1 120 ^ rr- Building Inspector 5 � i , Li �Nf APPLICATION FOR BUILDING PERMIT oLG'=. GE"f Datf 2005— L 0O5 - TQWP: Oz INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuancb 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 egulations, and to admit authorized inspectors on premises and in building for necessary inspections. ( gnature of appl cant or name,if a corporation) Sao :v41t �D �/!� cR /VX (Mailing address of applicant) //FVY State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder/ 0P//yle�/z Name of owner of premises A MeS M (As on the tax roll or latest deed) If applicant is a corporation, signatureof duly authorized officer (Name and title of corporo�er) 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: 5,30 P'/iD/JL t TO A/ House Number Street Hamle County Tax Map No. 1000 Section Q Block s Lot_ Subdivision OQ _ r Filed Map No:" 3 S� Lot 3 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy / , L�/��, rL Ll: L b. Intended use and occupancy / 47"""1)/ A*V rL iii✓2 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 777�c/t (Description) 4. Estimated Cost �/ �TS-p 0 � 0 0 Fee (To be paid on filing this appli ation) 5. If dwelling, number of dwelling units A,, /9 Number of dwelling units on each floor i✓ If garage, number of cars iv 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front yl� Rear z/ !r Depth 3 Height Number of Stories / Dimensions of same structure with alterations or additions: Front y2'!ar _ Depth /_Height / (, Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories / '7 0 1 ' Depth 9. Size of lot: Front ^^ S Rear G 10. Date of Purchase Id IC -,?60V Name of Former Owner /�� 'ZW /� ,e,7 S 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO--X 13. Will lot be re-graded? YES_NO X Will excess fill be removed from premises? YES_NO X 14. Names of Owner,of premises tN Address x.30 Mid kW Phone No. V77' 2-3Z) Name of Architect ddress Phone No Name of Contractor Address N Phone No. Aei 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES �/NO /� * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY 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. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the ow M� (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. Sworn to before me this o'L7 day of_�CC/p-e— 20 DS �� ((I cl Notary Puilic Signa of Applicant LINDA J COOPER NOTARY PUBLIC,Stab 01 New York Term ExOres22563,8101k December 31,,ko aE Term Exp' Applicant/ r Date. Owners Natile:,. RL4-1-v - -- Reviewed: Architectl Qte Submitted: ' SCTM #: District: QQO Secdon: Block; Pt'oject �j� 7 /�- Subdivision Location: 2n $iqk 8-, separate Required Cahtficatioa: (Yes f NO) Rcq. 42 Itcq• ZoningDi5Uic1: 11,01 slzc: Actual: J (Lot cu vcragc •('rhpasc ROA. Req. Rte, (1=tont i'ikrd Proposed: I• (Side Yard Proposed: J (Rear Yard _ Proposcd- Project Description: RBQ.UTR9D FOR REVIEW N.A. NO YES I�fum er Suf-o k Co"ty Health-Dept. _ Now York State D, B.C. Tawti Tntstees _ Town Zoaing Boatel approval: _ Town Plaaniag Boatd approval: Flood.plane Blcvation??? Flood Zone: WIND BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FOR WALL OPENING MA PENI`GP ROILLIITON IEANOF120 MPROOHEH 3-SE35')ND WIND GUSTS MUMSHUTTER ASSEMBLY N.T.S. FOR PANEL SPANS: 0< 4'0 WIDE SPAN (OVERLAP RATED S 12)SHEATHING GRADE PLYWOOD ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ A#10C RES 1 (./ ER6•GO NNIZED OR STAINLESS STEEL WOOD ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: WASHERS) 10 TEE TO HAOVGEBOEHUl,,SRESS�RE DOOUPGRSO/ESG RAGEEETDOCROS MACHINE BOLT ATTACHED0 OOTO BLDG. w/ A10 ( W/ NATIVE FOR OPENING PROTECTION TABLE 1609.1.4 SCHEDULE FOR DEBRISMOOSTRUCTURALSING PANNELS slxn m.cnc n«<srn FARMER N1 Fv < FET< IiET<P Tr1A° <°F4Er epAN<4 FPET SPAR<aceEr OyN<eFeEr atm ° le a 12 ° 1. r alrsw 1° le 1e 1: II xnEWa HOOD STRUCTURAL PANELS WITIi A MINIMUM THICKNESS OF 7/16' AND MAXIMUM )1/4 � ESECTION ASSEMBLY: PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN TS 0 2' OC ONE- AND TWO- STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED ry ry OPENINGS WITH ATTACHMENT HARDWARE PRONDED. (REFER TO SECTION 1609.1.4. 1609.6.5 AND TABLE 1609.1.4) II II II 11 I I SHUTTER ASSEMBLYN.TS.FOR PANEL SPANS:4' OR WIDER SPAN 23/32- APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD1(OVERLAP AROUND OPENINGS 4') I2.4 STRONG-BACKS O 24. OC .IASSEMBLY:1). PREASSEMBLE PLYWOOD TO 2ACS: 10(w/ WASHERS) GALVINIZED OR2). ATfACHIGTAINLESS E STRUCTURALL WOOD Pµ0 1FASTEN TO BUILDING w/ A10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW O 16. O.C. ALTERNATIVE FASiNER FOR SHUTTER TO BUILDING: A1O TEE NUTS ATTACHED TO BLDG. w/ A10 ( W/ WASHERS) MACHINE BOLT 9 12 0.C. SURVEY OF LOT 3 N MAP OF FLEETF I ELD FILED FEBRUARY b, 1942, FILE No. 1351 W 51TUATE: NEAR VILLAGE OF GREENPORT � � TOWN: SOU THOLD � SUFFOLK COUNTY, W �b� cp'� S �m SURVEYED II-15-2004 AMENDED 11-30-2004 SUFFOLK GOUNTY TAX # s 1000 --pp4��0r�y-y5 - 4 CER IFIED O, OA James bL Shaw f3rteaPomt MOLD.Corp. d\yew Commonwealth Land Title t JesmanceCompany \ 0 ed Z ccec 5 �� �• `�' Stogy � 6 Nb No�ye ycooP N Ut "-0 LQ > T SJ 1?A 1 yn� ` x/x_ OF NOTE5: x d • MONUMENT FOUND AREA = 9,240 sf or 0.21 acres JOHN C. EHLERS LAND SURVEYOR - 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 6RAPHIG 50ALE I"= 20' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Hp server\d\PROS\04-321.pro j , r � � I I Y 1-7 r � � YY I G. ii _ 1 C �.II; y (6- 298-2-2`50 - I draw4Ll@optarliiFroe,liet N i -I r 1 ii ,iJir I'I IIT I 1 :I,I r 1� If ,l - r y. T , I REAR 1E�If�TIQN 441 Fy p AIE . TIDE EQ THEA — I _90 gF NEW YORK ST -E.' elf 1 u — — r� RETAINSTOOM WATER RUN FF PURSUANT TO SECTION 45-10 v. 0 OF THE TOWN CODE. 11 f wee.+ gz �Z �I }III 11 ( ,, I r 1 r� P, J 'I - 'ENCL09E POOL SOCODE Q _ j GI I_{ I , 1 j I I - - - -UPON COMPLETION '`'T ,rill Tf BEF�QRE"WATER" -APPROVED AS NOTED' L V TI - DATE � S Y _ i p j MIN 0. 4P !,o '. ''f I 'rLd By DEPA TMENT AT M FOR THE, _ : INSPECTIONS: r; • - ` ,, -' ON - TWO REQUIRED 0-CONCRETE r ,•' '�.ti4 .-, ' 'TAMING & PLUMBING DRAWN BY: MH-TRUCTION MUST L, E FOR C.O. I Cor �""I ""� - - A.. .-J �,J;TION SHALL MEET THE y - - Y r " 13 'REQUIREMENTS OF THE CODES OF NEW .�Ui1t Z' pCTS i � ' YORK STATE. NOT RESPONSIBLE FOR , DESIGN OR„CONSTRUCTION -ERRORS CSCAL �,/�,++ _ r ,0l+ - . - - } oWr' : T 1 I I , f j ll� r gh UA R $A C IFICAT ON SHA j f{ Ill c pECUlAE6 Ir y , w ANCY 0 L SCALE ]./a — 1 -01, SE IS UNLAWFUL LEFT__ELEVATION. 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I jLL III r 2 2X ACQ GIRDER -.L-1 II ROOF AND OPENINGS TO BE - I - -. -i HOT TUB " I-� � I - REPIACF2TX)INSEXISTING3& 0 ROOM 415 ACQFOST 128 2X CUNC. G, NOTE - - : := Mt - - ) PP SIDENPN REQUIREMENTS n5 PER ) HOT TLB HARRIER 1 - - __ v .._ 111 y- SECT.A6LOo 5 RESIDEN f1AL tUDF, 'L. - -" -- �- 1 TOOFRMIING704t AB MIN)A80VCURAD€. - - FVG50611 - MG50611 ,AI E} SECTION _VrW 2r,SPHERETERG SHALL NOT ALLOW PASSAGE GFA4 DIA, REMOVABLE DECKSFCRPNS _-- qq- - - _-- - ��VV u� �� SPHERE. HPE TUB ACCESS -- — ^= 31 ACCESS GATES SHAH,COMFt,Y W1TH SECT, 1852. - - - w -_ 1 June 241 2005 i SCALE: 1/4" _ V-0,I c FfOR F 4) GATE TO BE,SEF CLOSING 5 SELF LATCHING - -. . . - - _ _' - _ -. _ ._ ' S} DOORS ACCFSSnBLE TG DECK TO BF.SH F-t.l OS:NG R I � - 15 BENCH—1 � - ----, „ ,-. - , - �to£ �� -.-_ --�- -_- - � �- m � /4" = 1''0" I SCALE' 1 SFlF-LATCHING. it . ,�-y i SHEET C'k t YsD u Tp\ 1 I / LE I IV 1ST. FLOOR PLAN ���� SCALE: 1/1" = 1'-0' WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS . 11 TFIE F.^.LLO,IIING OR AFFORCVEL UEP H•-TAL GOHINEOTORS PCR PROPER WIND RE515TA51T CON TRL TICN FOL-OW MANLr A6 'RETE RECGMTENTS=EI INSTRUCTIONS TO ACNIEYE I A�E> U 1 JPJFT -CAD CAPACITT. — --------------- - 1.9Ax I 1"6A IAIIM1IU DIA rnnxn.Iurn i t ( �_- t � i Poa ,Lluful Tn1J 1 I ' CK ST FTG lf STAIR RAILING ,L�- CEGK,'_PCRCH RAIJNG POST TO GIMDFRIHEADER GONNFGTION I,arrm�IPuDEIUM POrosr EDEAI, A CHLFECI ION (63i) �� _���� NZjk 1iTAIA�HFJI,TIN' Ip'PII .%lI JOLToJlllMi- IFRA,NFNUTH _ i -___I- _ - I draw4u@optnnline.net IACL ANIu1rILrC I IAT Cr AIL' - - B , TER I POST I I II FYI 1 y I I TAI nr TI ` I _ r ,.I V.DCT.IC� --�-e Li _� mNCPFI ES, 9pp HANDRAIL CONNECTION rL HanD0,91>bwvi RELwulJuuu-THE a'_r Lunar,-� POST-TO-DECK CONNEC_TI�JN I arst' A 111 DLH,P Po no,1L ',a1L4.,^lo3Ap: HEFlDER(GIRDFf' l_O PIl CONNECTION [r`) } Jlall rr[ 1 1 J -h,-c R� Iwn , 1 ..II ,fnTIU'J uPrlurl] 'I- -YJr Inl - uRus lov'1A m..uR=ACEr :FAIN R1-'oLa my nolT.(M1 i ,L.gFI• An',Nuls' _ GIRDER/41EADER_TO P057/COLUMN CONNECTION 113-m,a PALdo vJTe. Icsr ltf r vc Hicr. Y,oP ' Pn0 HEAL OJ -- �) I h ILn 1 ruc EL W LFR 1, PLFLE pr II] AN W I APPEL )VIR F,H5 TGONIIN /.y y IRWHwH.wrER___________________� - j II PI a ar Ionaa ow UM1DISTJRa D o01 ' L r 1 z Ia Ix j 4.L !"�u1PIP LET IS LA.CMH L ,1 - 1 / urnlw.C-En wctue h,e ar, IINJLT_I c , ,ax l01 AN; S Fr o>-DJ r� STAIR TREAD `I, PSHIJIJITT III,-AIR IL LL C)___. HRAHT _JOF /'ti MET L. rR u:n,.raL a-[. INv�u�nows RIM eoa�D �°h� 9 STRING-ER t 9r OLNlI brig 1 JOIG J'NJLFP POST-TO GIRDERIHEADER CONNECTION L+a TLI rs I� LODITION a PY u.IfiEP oCSC Ir ecN Ali IInTI :V" AIV JaICT,Ho I' _ I. ,Sol , DouriuPA L YPbSE1 Icn',Pb T C11 rvaJo IA L 11FA cDWHINl - --; uSTJRPED / BOOR SOIL F^-a W STRINGER TO DECK/PORCH CONNECTION �courr county EA. ,. ,arar'n la ,moo T1 au Hua,r m T1en Hcon r.Nl� LA` 1,'IADDiO _RL;np, TION OL j -- - - - - - ---- JHouuCTII NR. SIN,ESCN ' P 11HIT IN11111i APPLYTOC LH col UNINC DEPORCH I FUGER CONNECT ON - -� CK/ er nnn oMca1 anaN.r IAAPLA L ,L`mOM1CO `A C LI<r46 FTC P L 6 3 r uvueuamnl C JJI f 4V'� HFALE TURP FI n.PElEmnrmrnrnF_s m.:uxi^lune I �T' II II =11 III III 11,111=11 � - p� wuooloc _ - ,. LU I CONIC PIER FOOTIjV�], q uaor„r1E..;trx - - - __.-Y1�1 _JS_. __ r ._- - . _ _ . __— �II( ( FC s,..r'1 r IJ j '� J w , C0laon'rrwT4r,E- TwN lxnl oFr , r uevml onr rHsu sloe WOOLJIM Y 1 � I _ � NJO(]G CIHDFE - T' p CaM L1E �II ITHF INiE ITOF TFUID-AVO1 {L N1AIEk 'LOFR JIS Ii W&iiER HEALER - �O�� - AlA TIFF OU[JALEIITIN Dl1ABILIT, dIDEFFFFCTI%@S 1F O TFC , r w ....... Rrse AEDIN71K ILE k' I RVI TN OF CODE FnnRCC11 N AND IOU m,raanoNE N,'i41S P^cucr., 3 FLUSH JOISTS V1nH F1FADERI IROFR ��I� A EPrAnIF cILE1rJNA , AASED LEON ILRrn .AUANUo ReCLREIOR, v F SPL ICE�JQISTS OAVER HEADERIOIRDER ER s u:,AND 1 JU IECT TO THE CONDI TION, EPHEIN Ali 1a.;rS c,NnF ELTUd .I,nLCONS „E 'JEPal.rnrxm SPLICED JOISTS OVER HEADER/GIRDER I DRAWN BY: MH { G„RLF I4la10 All FC11OTIRNIKAGECANI L ,H.,]EPi ii O15i T( LN*EIx IHE pr_<U)Prl(MPEI,TVTE]fTI IAN-{OlC_NNF dTp EAGJOIS - - PIERVIIE It LIF IW'tl PTLf TY10alTN T411a4CRC 5P Fp ArIIJ - ITW June 24, 2005 .z 'r DECK & PORCH NOTES NAILING SCHEDULE , N - 4u 11 ou CLIMATIC DESIGN _ _ -1I M1I' DTEc SCALE: 1� — r L _ J Iryr DF IPIIDI' I�” — - ,TL . - u Jl 1 r(1 'I 1011MON, PE T(C c F 1 r � I � SILL, Ia I arr JR I mDE ! „Isr OF�w y0 nei,Nl IOE ,�P .DEEq� ' . GNOONO VANO SEISMIC FRO5i IVINTCR RESIVILUE j —_ _ F ] J<IL _ 8� FL000 5 ( NRJ E LF iaC lP` T ` r d 9. IV Ir]tNu,. tl-'y , n9.]:r.11 SNOW PtEDI DESIMN WEAIHEl LINE -EP.MIrE OECA�OE61fiH I1NEENIAVMICNr 11AEARO5 _ pal — IL OOM1I.DN END !AI _� SHEET �O• IQE11 o g `WAD � III" KATE OHY Li TEMP REOWREIU a il �Lr1)— 1t11E 'eoO d�e PemsciI!11,11 11v�..m u, 114m l5LB5j 1[0 P nEVEP.E IOFI iWNEAVV�MWOER TF.� — NONC_ _ �lE1 DA_,A'l IOk 1 YdDwl ins. CO SH NATE 9L � W�� LAM E—II,. i CPT 16 1pIMONI ENL �O�qn V FESS _ all -l. o� = rrv. •Jul n,r5.re anu�rt rr- E� J r ,L,pa ler3.1 R Lo1TIO aFN SIL TT PIFTE , lf:c^rm.IDnj R r EIwIL \ i I g I k L 2 WIND LOAD PATH CONNECTION AND CONSTRUCTION_ DETAIL DRAWINGS U5E THE R. LLOWING Ar-'PROZEC USF MEAL CONNECTORS FOR PROPER WIND RE515TANT J GOOD CONSTRUCTION FOLLOW MANLF_iCTURES RECOMMENDED MSTALLATION INSTRUCTIONS TO ACHIEVE MAXIt'lLM UPLIFT- LOAD CAPACIT-1- - _ - r � C 1- P+ 1 q unL ono CN1)PInL C,31PPL"Cun — T WITHIN T � 'T' I . _ _ J+ , _ 111 --� _ IELIII N 11. a , .� ruaHTJfr 141.ADEN I1 II o,N01F UFF I�I =ILLI L I . ' _ _ -_ JANK�ITUs — �- �fll�l RAPTEV- � � � I ILrIAI -r LprFIT"DF Nlt")I,: r uar-N ILII J Irl, �IJFI " ��l H L nCJ14 UI;4ECf TO ]E OF C"LINERS -y ` Y ' CE l+Jp1Cd t r'OUNLFATI J I .FLY A3 pO T5 P 1 g tl' YA FJtlS 1 HAkAD UEL`11 p[)H JOF I,.UFI IFFIF D]Pl "-pP1 1 CORRECT TO IID%OF ALL.ORNER_-0N l A_�6CATIIIIYl51NiEALICR IIR.L RRfFC1T APPI ..ATION [[,AFTE9 SIZF UELE NUMDER� VESLRPTION APFlp,f ATIOPI iLpPO ', HYL11L C I INNINI PAIALLE L WH I-THE t IU CI 1' FOIpL6iJ'I ROII130T PL/n r_04 FR)ILOURANAIQP l! 1TWY 1liP Nll Fr, iIE.+IRIfTION .FH LICAT O^: _ e " _ ___ ALCLPFNNGb SI+ _ 1,1,11":Oe STRAP' APrL\ (I cA:M1.FC'(.+TUFJ I,iIOC LITALF 11, 'f "UC.a ITN1P A"LY OV iRrf9C 1 ACH RAF-IER 1 ILL II' 1 L-EIIWC YA%GER,APPY J ALH NAFTLIS L FACE JJL.. Ll'AFCi OIIIIHII IJ+UES ULIF.fGLL ^• -,+. li Ar..r- pv[]HfY P A F OF1ST OWED IONNrr r HNOUCIS - y o Is _ - -_ - _ Fr - I. .__ _ _ .. - �R Jf,ISi N.�l Ll Nn L.. YI O F F ITHC IORSTOFACHOTHrf r"/,THREICEDHODJ AL OPENINIS RIlQRI1 ' T/GOWNANCiOH A��ll1DSACHa.RPPLE6 %] f91�51pPF111V 5RIAPPI .06FLI R�fTFJ tLL[Fri 611 111, (/ A 2 T _ s'-R v;NTe FL- TOANO or] H1a AUEL _ __ \C.J30 2Qj8-2) 5� _ HLLIL, . '.au�m mall 1 T i drawl u@optonhne.net TrINTE YNOOr LANAJSI' �� 1 — LSJu'FTF1lbL01VTNALTOR J 1 SAP CnlMIA AT TOP 910C OF h \ VhNPIiiIUN C+I INRF _ F I1 l.TWD CF.111JL AS RFOJIREO i =1 NA=IE4 I A RAFTERS MAINTAIN 1 - _ LL SHEA THIN AOLWALLF IL 4T. t1�1 - _ 1 1 NA@NTIIA, 1 YlA-J Irl3 LA H- , -"1 - I T- - wurOATIL1 ALOC , tll Leo(rJ . _ FINISH JAI Ah r _T VI - F1i,C.ET t _ V PI l i e, ATt I TO NWAL rt s - le OC RAI RIFR 1 AP iA'H NG ( L -�" S O AfW L- MAINAJGAF .� ' ATIk SYAIL NF cHOJIpE[)141fH1 FA CL1 t I) JDS ___ MNRAbM11 NETP r VFNT1 1 LNMNFA T i Si ITTEA I' 1 6NO ILNII_I_OU l] JH UP JNbJ CI T /' RETNEENNALI FIrPHAND I � fApTLEOETHAY 11100E rHL fRrAUf 1 1 c too,Jf-Ij D.Vi lb"P NLIrIRL JE" dlPi'pN 1I I11CH1'O^I I - WELL STUI - -"'--�+. 1 AYOOD INDEP- - HIIOFINGTJD/6]SOahINU [HE SPACE`El I It A fF LLO FNII, NET L+v OC. ELWIN ScIIF 0_O lEN I i'," oFAIL Nr LOVFFrLWTI LOF ausIDIF ( �4. " .�� A. L_=PJ 'I V< v.V';o.v ETFNP ANN 6.Y T1 OS �S- FFS`fANT MCTFl_NESYVIITH MEEH COWlIr1 iUFFII ,E%l PLvw000 pA OIL CP'f IN.vSI PNJ I!I HFI IIp L'J COGE AT On.NINIOSU NIH IN YNCNI1.11 N :III OC FLAFHNG T_ FORM cn INFL f IO ANIT4 U:Inwtlnri ol'S RrTlola — NFaL cm1oN SOFFITED EAvE ANTSoa %IAWAINAIE r, ETir.d 1 V r,t 1 Lr it P ANO J'.LF OS -_ _ - 1'4NN-LT I C f ALL UIFNI -CFF TO PFF.YCNT CAFII rF .J" b RHFEHI R.y IAJI I' 13J° YLT '4N ANCIIGbI' _ aw rr:i �.. C - n , r INSTAI Jf'O.CJ ' hFLr ROOFIJG NNLo'LT i IN JRNTCFL _ PT-J _ LJ x"]9d MOWN \NCHOP'I IJNIIFUTI _ON PRC/OL UFRh FAPINGl1MI,,1f:JIIFAOIIP''PILFfIPID I 'L,,L I I rIPJA 'mAP ANLEJ CV, ncH RAFTER SO FI ED EA 011- -...__ _ _ - Erllr --- H - - __- SOFFlTED EAVE DETAIL av Au oP P �.A o]Fm vP eAr_ _ 5 - nr.Hw ' I1N HEs 1 I _ Ir — _ ___ _L1 FINGE CAP �y vpll I E E F I IIIJI A SHIN CUR 11-R5 kAr'FP _ Y p_y EKf ND UND N HRICI -Fl �I 1ALPNI '.A.IROOFNG ( W IDE 11 SH S ANO I AP_ NAIL GsJFA iuw tnPLUGH Z E INILE�LATOASFMIN JmLdFo -J SENT - 1WIL0 GIST1 r TT GIR]FY FPOE' i I SIDS WALL FLASI-41NGc 1 - W CHHC r IA L TAIP NOFILEATT\CHELIO 1 11 1 'I- li l V I^LgLL WINC WL] i - JINC Jr CI TL r't'aL 111 LL L INALI L )6ti lCL 1 - ii .I"`lt fl r D. RIPT ON 'PL .n ON ,AI3AIIRH P e=1F LOL Ee.be P,AF'C=S rJr Ni T TJ 0 ALNE f W Ir�'1 AF C RM1 R N N 1 T 4 L'T", 1 L �e, TF P 1^L L 'L ITt C; F-IFa, PLL_F.1 1 T r. r L TIOJ U.PNUPUFN LJ"Al'IPTIOJ "I ATI N IECPSCr THINGMIV 1 '." aD n] PFE iM UFAP Jf+el] A -J(+IeTL f I ARJSRH SOFR - RC SUPPOI T'rJ";ITR oV L ,PLNIHa,S sr' cr Efcl R .EE\FLIT FOLDS 11CN PFAk-Ua Lr vrm. "I .Ydl_cuN'Ja+6 FaAF CF P'A Ei I'1 Ol'.IPIAh 4l' PLATFLr FA .151(!1! L - dFPPIPFr cTFFI f1rIN 'TLOR 'I/1 tJ A.I 10 . IAFTI_ FI IVDP RINCC`O a12PAESILC J E PALLE TIFF FIR LISSAREA. I P'LICHER THFI 11h HFADCHR _I 'oq TPM AID JAII TII (I IaN TT P `U HAII03LOPE T041uWFOREHIlNICAFF IPJJUf ERUIJPOIII I LPI AT VAI - iHl 'i IOIIATF NJU ILLI U' NC F II � y CM SILLP ATE .LL LAI, nL TERMITESNICID _ 1 F 4111 GAv�-T GIAI 1 -F.OJL-Flou n-ovroJE I MIT c '- y LA IE I I L e1 Itn E rr lea rI Pv" _— - _ _ rC T F P A 1 I.r .L I'LL LIE,. II IGv 1 ---_ 31FAIILL III I .^ CNC -.,A I LUIP -I J ROOF Nc LAPS N - �.. e [;AM Ras-Iwci LIT-1 c ,.J_ I r OL: -F . e,1_ F c __ " �'r ANCHOR HOLE CONNECTION u p FRIA OR PPSF3 EFRE siLsn^m TOP V� RER)FORIANL . .__ _ _Lg3uPOU_NfJATIUN S' JIA-/RI JaH_JR6 - - , rr� rNANTIC HASIIhIKG>TARS HCOFOTTUM ILL PLA FP 0FOUNDATIOJ O u HV -LL-rl �I TTFICAL BEAM DETAIL TVP4d m, P UN A'1oN APPY A,rI R: ILLPIAt TC "Him A -N ttoR1EF ;" r STEEL / BOTTOM BEARIING- l`HFSNEE'l )FJ -Sii+JICPI�.LJ4p�PW l 113 O 'E4EL UC UMNIN3iFlIM TO Hx 4`0 C1NC Ra P L 1GI AN _ E RE AI'OJ __ _ �INr41 3JT O i LATE TO FOIJNDA NI. + _ LI-ce oN�P.Anr sTJHIFe� ^I"o l ROOF JACKS J VENTS DETAI- ^ DRAWN BY• MH � I I�fit DOOR IPAI E t --DERE >,R June 2 , 2005L}Nc IL,,B PAI I. 11 io Cl IPA''T,Itl . . 4 6 CICF 0 - J /411 _ Vr pFl I H SCALE 1 A rVI ATC I _ —_" I ! w vx wnM 11 'CRIyryILY ry rcY JO -TnJO nwl HFLH PIE 1 . Al ;PALL- Irlu IUITHr NFwN+r PI EIF NE L-NI OF f14yy TOR APRT: a LIS HAN '� GP M iIO IN J A �. - Q, a llA --- ark 3L .IPET,JFN 00 T11�' Cyi`LA *� Y T IPROIfTHALF ianPPhlOrOFPJCIAl LCAV FM if-0S A�Ii�F � (N NIIM1 r7�. + LIUD IL IFREOCI FU- rjAx LFP, f' _ _ r 1, r d Oi NPEAM rOk JI J 1r Y/.�LI.y1}{nom �I�,w.�/ N .. -KURD IfJ f/1 1}eT 1 \V/' : tJ V. a41- -NENc b-aG 11x4 LOT(NC]JAa 'llp[PTH OFHEP'I ] � • IFI � 1 ' -- J —J)I^'r - > — .� --REII IFORCIFrG RAR III gllh¶lF L1y ►r CI EFi METPLI IL.FELTUNEEHH .0111 PGRJF11 _3"6c�Uh o-roNTA'T tM1ITH JN IFiF OR r,ONC RmrH �HA..TOIE,-LornFl �4 -PI'n No� ICnh) ti Ifo ;] � luiF„�1_ l ' .0^AtiILrA 01 {h AUF.E'LI➢1RIWlaNNWR0.VCa finF6 ImPINF .RLrrOC Ie>un-A11' AASANDu RM,S l'V 7 p REuuORGF FOOTING wnH m 'A NINE ORCINS unls - I L11PLILN3 MRI,SLWAcE rca vnx SEAM GARAGE DOOR BLOCKOUT ry'OpEg I P 66 BEAM FOCKET s 5S k ---- - ---- — I erre—' � I h w I h �+ WIND FRAMING NOTES NAILING SCHEDULEPLAN C N � 1 �C/T �� -- — - - ROOF FRAMINGi_-- --- - - ocr cIA s iiN L CONTENTS:--RESIDENTIALiEUEAh,G II RID[FTORAFIERASSEMBL'/ - - -1!d'x 20 gauge suet shalt be alohnel la each or,,ri rapers n pc[ardar se to table 3 J JOINT DESCRIPTION NAIE NAIIL -I _ IM1I tlsF Who,n colla its b hairdo leu of a nigh strair,tire number el 10d eorrmoo nallm rnqulreJ �_ OT. SF'ACANG' oLIIL .� _ __- . . _-_ x' - v _ NOTES ff JN F Ir HT IA iiiFyFyfy n _- _ CONSfRUCTIONNOTES. mhalthnardnetexceedthelzbulsedrumberaf6dnailatheanP TOPTERTE BWALL3--aCOMON EACH J_-1.1- NOTES:O_..__- rn cart,end of Ihr TOE-NAIL y re J s - -I r I TOP PLATE it9 WALL.,1-8d COMMON RAFTER ! - -- TOTAL -G,. FT - ^O. ' i-' "T r The ndarmanon wilhir.This sal of nvisiruwpp tlocuments a re:atetl*e rave design X21 RAFT ER TO-;A'ALL ASSEMBLY ---"'_"""-" ""-' — - - - erre 3615 o F .. Gn. ,. y are rnlendec a= s cons«useon vd,not +suhsmWt„ I= g o P p late s,a CEILING JOIST 8 WALL 3-fid COC1h1DN EACH '� N U IDV hhun,_end n ..n,nq eat-d' The r as - - !alba!frarmnp and sheen'wall rogndrJldns for alfa;,celhn nurse to to I t"All Lem f0E CIECK. TO TOP!+LATE 10 WALL deed COMMON JOIST h --- - - " cariesI goudbuirsi Caaraceia .d ,orf rlgfwnhvidl, [N[w Vnrk orcorrSdaree tomNe93.Whenaratler or trays tlomitt fall in lure with crude NOW raters - -erre-- -- -- - -- -- PRESGR-711/F At' PER N�l o. RE=•'ICEV IAL CGNUTRLF.TION CODE qND Sidle buJJmg vnJGs l'ha General Coniractons reapansrrle for previding standard or pusses shall be alloshed ld the wall lop Plate and the 101)plate shall Ue a[lashed to CEILING JOIST TD AS PER TABLC-3] EACH ! FACE DESIGN CRITERIA 1 ✓y j - hn+rvurtmniet[ sanrl ro,eduras to surto;;apo(as donallyh,shed Am:hnady nhsin thav,all stud wnhuphfi cdnnecnonr. P.mfc overhang ng the rokosids of lhehuhdu,g ! PARALLEL RAFTER VJI CM_GBG LAIF I NAII- I - ---- - erre- 53' HI ,4 W'iND ED�TiOW ;UQQ RAMS„CONSIRUCi C`N M-:N'!A_- -- - . nun I, raw,atherpucl completed product 'shell berA,1eted wid:uplift ednnecLane in aaerdance with table 13c, __ _ CEII-I NG JOIST LAPS AS PER TABLE J] EACH FACE .___-fd�MlNo E_r MFNT:P, -, F R F 00 FL _{5�RG4�-S GTIJN HN,P G�nIFRA_ NO_F.5 OVER PART]PON WFCM-SBC LAID NAIL E .T E.+LCONIEE ! I2) TFe G=;sial Cn nmrto, ; omit-il to fdrensu"y that a!!wnh,nd const octan 31 WALL TO-WALLASSEMBLY err-{e-- -- " --- __ 60 ! if:, n not federal,.,tal..count and local crates,cdlmnaes and m ul„I ons,o r Wall ends shm a and studs below a floor level shall be attached nth uplift conner'wr+s n DOLLAR TIE I AS PEER TABLG34 EACH FACE 1 DECKS JL' Y g TO RAFTER 1 WECM-SEC ENID NAIL ATTICS w/o cones ao•to he chn=hiemd as pan oI the epechmaadns far this building and acunlancr vett,table a No,When wall studs above do not tall in Imo with studs below the I�- —���'''"'tttttt -_-----__-__ - __ _ STORAGE 10 I;nese }- _ Irnu!d as nJhnred k,even if m varionce'wdh the also scuds shall be attached to a common member in the Ilcor assembly with uplift connectors In BLOCKING j 2-Bd COMR104 EAL'1! TOE A f';GS u/ 5'ORAuE ar.cnrda¢e wslh!able 3? TO RAFTEP. _ ENIO_ NAIL D-SIGF'r LOAD C..I_GLLATIONc .G Id6C:mensionsJmlll�keprncedontoaerschleddrawings RINI BOARD __ -- EACH END ILIYELO..G5F5 , ROOF IG?OtlND14AN .C! CS DU NOT SCALE DRAININGS) 4) WALL ASSEMBLY TO FOUNDATION 70 RAFTER ' 16d COMMON ENIQ NAIL fvCUMS /DTI-rER THAN ttEEPMG t AO Rist..If s-!uda snail be connected to the ldundatiyn,sill plate,cr boimm plate with bphfl '- ROOMS fSLEEPIN_` 9D , \b3) 2915 2250 embed ant of i Inches In concrete tial The Jemgrar h:rs not been enq.gad for on•sh¢Imn supervrsan and assumes nu cgnnsclais Chief s«ops shall have amrnimum m WALL FRAMING. _ STAIRE 1 rr-_.mr=iLvit Ice co,swri'mn conrt'mabn with inose tans,nor res ns;brllly far foreda0on and slab-pit- rade,15 Inches In M...er black(aberrations,or lapped under -T- J0 { y gw' p po 9 y PP NAIL NNIL fBW n me.n _ __ d 4u oto I' F G..UR RAILE I4 'Y et 'cansnw:mmnicons, program, In ,techniques,sequences,There are noar Puree,for the bmt.plate antl eroded squionaencachali with be 33b lNf,theacoStrips bolsrelappadunderd,a JOIN, DESCRIPTION QTY BPAICIN6 NOTES _-- --- G_---h GiREGTAJNJ _ 200 p pnnat C•,naand progom;'nconnechenwuh thewmh There are nowamnllea fora bottom plala,Jlnchsquan v,ashes'hallbemn,tsaid with .12.,lIn adlir.Aasis bolt TOP PLATE TO -----PER FACE NAIL _ - -- erre- -- erre erre --- EiFO511RE f.,TAvORY_ sPecric use expressed crmpbi d er dm,,use mIhase plane; spacing rs td be spaced and sized m accnNance W merle 3 2a.in orltl!torn[o spacing, - tti,1 CUMh1UN, anchor bolts are!d era spaced between 6-12 inches ion,the end of o alit plate:and all I- _- TOP PLATE FCDG7 r SFE NOTE 1 AD P'=H EE �J•!STRJ'; iON AnIDWIND PATH CONNECTION 31-Refer to the Wmdmv and Door achodule far mounsrnpen!ngs comers : TOP PLATES AT JOIINTS FACE /ROGER- F"UVD 'TI_ON) _. _ - JET,AJL-FAGS < GENERA_,NPAG-•'-_ _ _____ •I 15d COMMON -- INTERSECTIONS EA SIDE NAIL TV.:ILiNGSCCgtp DHE_- -_-SEFD GENERAL NOTE SAGE G 5.TYPE 1 EXTERIOR SHEARVJAIL CONNECTIONS ( T � - �” -� - �or x,nwer;msnufastmo or Is la ensure that masonry Or prisfairmrleJ hreplaces merU' 1 STUD TO d) The,f_errare! lictrancsspodksseh,and applicable codes Type l Aipanr About Its a minimum of7116 inch wood Atn¢tmal panel urr the axis STUD 216,1 COMMON' 0C NAIL - EGR_�5_ _ - 1 ,5_E_FLOOR PLANE SCHEDULE attached with ad common natural 6"ore at the o --- FIRE PR lEc"PON 1 ayvi� _ O e Dene!etlges and l2"o c m It,..Lela,and �-erre-- - � - ----I n l'hr_Gene.l cont,.. r ns m cm,ah wdb the owner for all solid,Items ,112 inch gypsum wallboard on the Intend,attached!w th 5E curler netts at] bc,at panel HEADER TO lad COMMON 16"'O C FACE _/-nGI�E . -.O SE- L'OR PLANS seen h[bcokcnses,sh'Ivmy,pantry,dassa trims,are 'edge:,and 10' o ce in the held shall be in bccoraance wrin the length legrhrer.en4s speeltitid HEADER ALONG FORGES _ NAIL A d-- CEI nc 'aP _ _l =� J - intohle315a-b TOPORBUTTOM 2 Ipd COIdMON PER''/rvA STUD END TRUSS OFkN - __._. NIA si_ANrgRD STICK FRAME ONSTRJC.TION - _-_-,__ - � Ir) •Wradlu.d lequrements sholl be Taken Into acroantlunnq construction PI ATE STUD N. Ibd f,OMMON PER STUD NAIL _ _ ENF-1iCALCULATIONS 1 F2E 4EC1. 3.E RELFA 1 _ r - erre6).TYPE II EXTERIOR SHEARWALL CONNECTIONS ^-'- Y ---'---- p 80TTOM PL ATE TO'� '{ FOUNDATION NOTED; Type 11djustoentgw,asrotshall be31the regmremenisp' hle3t52-b limestheappmpnalO PER I FACIE ENOTE1 Llength atljushnenl factor,m!able316 RND JJOIST,BAND JOIST. 2 16A COMMON FOOT SEE NOTE 1,2 - ---" -"- ----------- - -- --- -� 'l i Rte G.....I Contractor and Mason to review pinny,slsvatdne,uetads and notes to ENG JOIST OR BLOCKING _ ! - --, '`u nur,i flodedbar+n`isoffirsm.dLam(s)abovelypoelyrads �7) INTERIOR SHEARWALLCUNNECTIONS FLOOR FRAMING:___ __ CLIMATIC & GEOGRAPHIC DESIGN CRITERIA r rtl mri,lsg Ie re.r an undisto'ry near) Allowable ad...11lengths provided in lair 3AA shah be pardifled to bemcrri when ---- �^" NAII IJPIIL - - �— --- -------- ---�-�--r ---- ---- -------------- "--"-- s t dlmrl interior shall be in accordanr.e with .JOINT DESCRIPTION qTY �SPAGING NOTES I GkOUNC WINpT SEISMIC FRO$T WINTER ICEGHIELO 2A A]and 22.A l aspeclively - --_----- erre-- ---- ---I NOW 1 IN TER DESIGN TWEATHERINGI LINE TERMITE DECAY DEGIGN�UNDERLAYMENT HAZARDS al p•owrir 'Y_ ,--,1u ionl...lorionled between present Blebs and abulhng JOI51'TD' RE TOE LOAD (MPH) (CATEGORY DEPTH TEMP. REOUIREp :-,Lh,ele err roaster ry wails oe,rong in exterior a unleirsu rruervor areas 5.CONNECTIONS AROUND EXTERIOR WALL OPENINGS. ISILL,TOP PLATE DR GIRQER 4-ad COMMON JOUST NNL I�--- -'- ----t - t----1- "_ -- MODERATE SLIGHT TO �/ W Arly'v.:. cern::rte w,Ils'b „nuzched To existin iHeader andar'all cpnnactione shall he attachorl'.sht,bli Fr+nnecimvs In aorardem,. BRIDGING EACH TOE dS LBS. 120 0 SEVERE JFT. 11 NONE John g conmete Starrett shall - 2�Bid COMMON I ! TO HEAVY MODERATE I GI with table 3 5 Window sill plates shall be have steel connectors In accordance with carie ..-_ _--_ __..__ _ F..� 70JOIST ENID NAIL __._. -_-____-_-_ -_ __-__ __L_.. - - -L_--,.__L_____._ / /'t O d iLr 1,e,Ilah ,it,^t n-bar Iii lung An 12' n c Use appra,ed hppxY fdrinstallahorr ]S p I---- l(`�ill W� - �S 'Jitter:gli,ervc:o nmaJ,all alohs mi dread m be 2500 p se r Cdncmle M he BLOCKING 1 EACH TOE TO JOIST 2-Ad COMMON ENID NAIL ,pahred on 4her III mend a, Ao,el fill wdh 6n6 wire mi 1unmrring Interior slabs 9, ere CATHEDRAL tee ASSEMBLY LV: --_e�ReTE .------- erre- ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: (� iia ca nenlrn:,m 3LJ -L2,nah think All fill m he compacted In 054,relative density with Where a ridge Is to be used as a stmdunl beam,the rapers shall caber be natcherl and BLOCI(INO TD. EACH TOE -- - ---- ---erre-- --'-----"-- --� r rI rite-- NAI LSPACIJ ?13 nea,lolits paper•;, anchored on rap of n:e beam or sldrye conneclars She[be enoched to each rafter-to-nage SILL DR TOP PLATE J-lad COMMON BLOCK NAIL L - f G NAIL.PAC NG AT INTERMEDIgTE NOTES z , " along the open selling part of this building Confident...ld the hdga red w.11 shall be be LEDGER STRIP - EACH FADE SHEATHING LOCATION ES r SIIPPORT5 N THE PANEL FIELD - —_- -_ AT PANEL EDC YY Ilii Cr.wl sp.nee tc ha Draw dcu t tit a m n um r5 x2•. access opening Nsbll one atleched With the above requirements. _ __ -T- --_-I TO BEAM 3 idtl CUhfAAON JOIST NAIL d:PERIMETER EDGE ZONE Bd CONI IQN(,J b' O C 6d COCNbLN ,,6"D C - SEE NOTES 1,8 �.r�.i i..'Ib r,St ren fo.,dailoh wait!for every 153'U ft of area erre - -I SEE NOTES I (BOTH FIELDG)' c --_ a -- _I ____- - 1 4 .__�_�__erre_- ..; ---� \J V•� Q .. 1 DECK AND COVERED PORCH NOTES: JOIST ON LEQGER 13-ed COMMON PEIR TOE INTERIOR ZONE fid cUMMON Lb"DCI Sd COMMON a12"OC NOTE 2FORPANELFIELD �1 6t,rib nous meting seer sac;on Rdp6 of ._.-_-__—_i II - --_-______ ._ TO BEAM !-- 01ST NAIL I IG BLE EI DWALL RAKE ANDRAKETRUbo 8d COMMON(gA O , Sd COM MONFard Of. SEE NUT_e_5_,,d_ C� •' D] Lp I ff a-a II Ntn ---III P !; R Inti I[ ,,r ml Cn lr A' n l polyethylene br shall bo appherl over 1) Unlw n,herwLe r ntev a Ino ng mam=mal:n hr itl ACO pressure treated bracer BAND JOIST f EP, L--- ----_- --.__ _-- -1 Ta ril a gad;.Frncn If ea..rin vial,p,,.Its b,ch9lhrl All lase,ers ianquessnd anchors to begalvimred If stainless steel - �3- Ed COOMON, JOIST_ NAIL _TO JOIST __ NOTES W I:d Drain:,;_;as per sdctian RAriS of N Y 5 RsaAsJIGt Con.wcimn Cdda 2) Graders for deck joists to be bolted to each Post with washers antl nuts BAND JOIST FU Iq-16;1 COMMON PEIR TOE NAII -- a - --- - - - - - - - - """ --_---- GrrI rs on concrete piers shall be ancnpred with Doper stool conrtectom anchored SILL OR TOP PLATE ^+ - - FOCTT SEE NOTE 1_ THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY ^ ^ '. FRAMING NOTES - inter Andralewlihammmmm l/2"diaxl"longarchor bort,wpb washers and net.; ROOF SHEATHING_-_-- 11 Forrefshmalhingwilhm 4 feet cribs permcleredge oftha nor including l feet on each aide mill rielpeale, i�+jY Y „ All famt t,,r,rLe,a,i hielirtid,av ing,oril ecs'Igr ,(1995 GBC High Wind g) poets support ng giNers shall hz anchored to a 12;12 ui? Ih'rk enncrelc font r y .JOINT DESCRIPTION NAIL NAIL the 1 loot penmnler edge zone attachments required shall her sad ,EArhn Wood ns mq for slnml on M,ural Use A minimum ill did.7'land anchor boll with washers and nuts Fnotl`,,Shall or-,311 Ol Y}- Rip CIS j--1 W F— IAS PER TABL 3 6 2) Tabulated 12 inch o c nail spacing assumes sheathing ahached to rafter/tnas lranhng banal with G>949 ji-I UnL- ,uthcrwnce rm¢d,zl'lramrn dSimuurni wood rtrdonnl ld bar hal a w•gr.,da Porall with cnvered mals shall have 12"din concrete pi yrs for the girders S!STRUCTURAL PANEL Sd L � fly F�1 Sar+ WFCM-SBC - Far,framing mmmbem ,,in 10 spear,shall be learned to 6mches o c _J 4' Oed< costa to jibed bldckinr at e' o c erre_ 9 CEILING SHEATHING: 3).Tabalaten A rrirn e[ marl aFrarfny asamde ch earthing to rafter;wee framing members with G>g a9 Fdr < I) iasis webs,ceihhys mei r„fists to be spaced at 1ti inches o c unless noted -- - fraohng memben'Nril 0 A2<G<0 19,the na!1 Spacing shall bo iediced la 3 inches o.c V F.^ - \ VJ NAI_ NIL 5) Aminimum 0110 inch flashing"hal oreinstalled Lelweenthe building ledger NAIL DESCRIi'TION A ,mama;^'°” Ledger to be fastened ld building with l!2'drz bglls'with washers and nuts {: QTY GPACING Is needed _ .-.-.-__-_- -I inner,orhrineres doled,all neodngwail haaaersto be(2)2x'042+BTR Doug.Flt GYPSUM Sd COOI I-RSi] OF EDGE IHi s.nil,,,It Ld.apt,h,hava LL)ad,Aud,And(2)mdlengh,ewes pL eat+side of all 6) Comrmeple,a diad be a mimmtrm o'ahave grade L WALLBOARD _ .a Iib"G_f_FIELD WALL SHEATHING REQUIREMENTS FOR WIND LOADS_-- lop, cabs 1,L1 ealee`a have 131 PH,'i antl(2)mll!engin studs or each aide of VyALL SHEATHING: SHEATHING LOCATION, AT RANELAEDG'ES SUPPORT S IN THE PANELcogai­[NAIL SPACING AT EFIELD I NOTES AIL ,pa nngv Beay well wnlswAll,shall arse navy,(ll wnddv,sal plated fn 2x4 well TI All forms to be supported wth bangers and-anchors.Each Joist shall also be anchored JOIN"- erre -- '-- - .________-.._. -. . . __ -___-___--_..-L-_.--_-- _ apendrys bee,rreen 4'1 and 6'0 and 2x6 wall openings between 5'I I and 8'9,Pi fie , t NAIL 1 NAIL r._-_-'---- """ _- - rn glider{s) ! JOINT OESCRIPTION� i A'EDGE ZONE ed COMMON lug B"O O Ed COMMON pD 12"OC iSEN NOTES 1,3(BOTH FIELD enol bldeknrq whore rr RAaabla yioa g ._ v DTVS PERT-SLE3i9 INTERIOR 16tl COMMON ear 6'OC rad COMMON W12"O.C—erre-- 2POR PANELFIELD W I NOTE Bl Covered Rn-G;shall hs assembled and anchored the same manner as_a 1 burldm TkUCTURAL -- 1J haAil hl a r;iheddnrs to be msl<Iled wth hcavY duty get vn +ed bah ars and .,___.... __.____ -_- „_ - -__ PANELS �dCOMRION !FGM-3BC —_ _- _-__-.-__� -___--(_ -,__SEE NOTE 3 _ -______. _- -_______ -_ erre _� . ._ janchwhr ,pplicablc to all rmv;e;imglol.is 3 v PLUMBING NOTES Cede r ns^OSB Ed COMMON 3.oc_FIe n 1 NOTES In:l Dotrhhap fare lociSunder ,bfled mal run conicalparelfel be tha0oor font acidly ar $,moths 1) Allwatarsupply,drainage and venhng tobeu;slallcd riper N:YG Resldenhal PLYWOOD 66 _ y 1 I ',Firms m have rconn; ltle mstailed Shall be venhed tar prnpdr lnaA capacity wleus note) Consvr.chum.-ace GYPSUM C56 COOLERS ' .D U EDGE THESE NO RES ARE ONLY 70 8[REFERRED TO IF PIENTIONEO M SCHEDULE Nti LES ONLY, cit plain*_ j NlALLBOARD io 0 C FIELD ! 121 Verily Apple system wnb the Engineer for Suffolk County Health Department approval 1) Far wall sheathng with n4Per of lhacorners,the a foot edgy,oneettac!rmom iegmie:nems shall I91 Prov'del:lerhkiegmndq,ngml:ndrroi'(sai8Uoc Use slid hlackrngra Near Joist, FLOOR SHEATHING: bor uud.,I uh Leurmgwalls 3) Ifwelesluds plates orinlsk mentofit during installation far any plumb nrinsisted steel NAIL NAI4 provide adequate bracing and Plates to picket and Beare the slnmlure Vndfy wlih the JOINT DESCRIPTION OT'V SPACING 2),Tabulaled 12 inch o c nail spacing assumes sheathing attached to stuff banks members will, DRAWN BY: MH ^ IBr recar r ,e,h,loll babes at e.,ve renis belvmRn rafters Inaidp drab blocking as slate code and manufacture's racnmm soda hon for m aximum hale Hear and smod,,I ys,P rand -- --J G 0 A9 For franiing members with 0 12 G< thenad spacings shall l)e reduced td 6 mchcs o c. STRUCTURAL PANELS 6"b,C GDGE ed COhIMON """'i n nn NOTES 1"DR LESS 12"UG FIELD HVAC SYSTEM----- ---. _____._.__-__.___. .] Rl For ex orirn panel dray,yaWrn<ed box nails shall he permitted to be sbbstiteted fnf cnmmon nmis' CItX,Leerrr b,go:e nO'etl,all runt:andwagsm have be... uumum ,s andflub,eadu1Y F:r .-_.-__-_-.__.__ _ _-_ __._- ---. __ -_ _..___., _ TES June z,'�f 2005 ' I Ii:iL`:citerine shcothmg 9mtle pywond Plyuvmd mcw�er mien plmus and headers i-1) Mechanical subconV:;ctnr is responsible for arlheariny to all nppllrahle rail Os and solely NOI LJ= 'requrremems---- - PI) Ur Ica.,otherwise,no:en use 3A thick I&G PTS Frrror Aavernich plywood su i rib THESE NOTES ARE ONLY TO 6E FEES FIRED TO IF 'i I, and with PL l an adhesive and Screwed to floor Joslr, Finished Ilam m be installed 2) HVAC subcontractor to to folly coordinate all system data and reauirrel is with the MENTIONED IN SCHEDULE NOTES ONLY NOTE: u r n SCALE: 1/4 = i -Q . car floor +ern;am-(aCWl:thrrPoutdoing equipment supplier r Naihngmgtrtramdntaor. pullpimrIran fwallnashi CONTRACTOR TO PROVIDE SOIL TE T TO VERIFY 1 Ali b erre o 2"t,r C IIVAI subconYrier f r fnal re e final d app; layout tlrawing sad submR rl ro bis General ns,..ledEd do on-center at ma papal cage.If wall sheathing li r 1 1 walls e have e moist.-=h rtr., he in,,, Garage w,rlls a•ul Contracp,no owner for pita!review and approval is eared 3"Beres,falrat ngiha pans! nts[ r ublain higher aeFive arrA Ar12'rLtrdta.c avd M al,,rto typr>x ShadI All other Dai l'pf b,llalr:g __--__._-._...______-__--_—_-_.____..-__...._____--- 'nem[epee�de',madingragarremant'ldrs«iet.ral EXISTING CONDITIONS. MINIMUM 30 0 ITY, x have aqular 112"shrevnd< All calls to era Tadao and M1nrsh°d E LE CTRI CAL NOTES: members shad be doubled,Or alternate canna[ters, such ad hear plotes,Ill be used to mairl load pint OFN@)•1/ SHEET NO: IL All r vl ant,a ryhh less than 4112 shall be rnslalied enlh an ice 3`Hater Farrar ur 1).All elec(naI to be installed as per N Y S Residenbol Canstortion DOE, 1) PROVIDE 5/8•'T PEA SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR approeed equal.Fiat dols shall be apphetl ween a Fiberglas base sheet wan an SPOIL 2)_When well sheathing is continuous over oonnsued 2) USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TP,IPPLE PROTECTIVE COATING e i di-yen type u•rter.I me, 2) Al elatncal work shall be approved by o culpri d Underwriter mdf emears,the tabulated number nds oshallbe permitted! 3).INSTALL 1 -CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR :d partial tori -1 ad mer Del fool �� 1113) All ell plates and wood In canted with concrete to he pressurd treated Sri plates In 13),Install Smoke deretors antl Carbon Monoxide it age rs throughout as Per don RS1 nuti with a foam ,If gaskaI and cop-r-lex tom shield orappmved equal ! of NN S Rundantrel cresauahan Code N• N9�FE55 P a I -- -- - - - - --- - erre -- - --- - - - - /,