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HomeMy WebLinkAbout30634-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31578 Date: 05/24/06 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 195 GREAT POND WAY SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 59 Block 9 Lot 10.5 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 9, 2004 pursuant to which Building Permit No. 30634-Z dated SEPTEMBER 13, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR. The certificate is issued to PHYLLIS ATKINSON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2074247 11/04/05 PLUMBERS CERTIFICATION DATED N/A Aut rize Signature Rev. 1/81 : Q__3,�a�) - - _ Form No.6 E '""`�"�"` -Y) TOWN OF SOUTHOLD q ? I BUILDING DEPARTMENT R 2 4 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 I% 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. q - .� V -- C New Construction: . Old or Pre-existing Building: (check one) Location of Property: / q 6f4 M_r {moo N'7 WA N SO v%Nc C b House No. // St�qrreet Hamlet Owner or Owners of Property: 7)A u LL; S 7 -T c'! A)S O W Suffolk County Tax Map No 1000, Section $—y Block 9 Lot /0, S Subdivision Filed Map. Lot: Pemlit No. 3 0 io U Date of Permit. q-/3 —U Applicant: ATK/ NS o n/ Health Dept. Approval: N�f} Underwriters Approval: x Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) �w Fee Submitted: $ as 7 0�� Applicant Signature 7 ��� 3)57r D t:PcPrJrJ�r�rJ�rP rJ'rJ�r�r.PrJ�rJ�rJ'�Pcnrrr�rs rJ�cnrJ�rJrlcPrJ�rJ� r�rJ�cnr�rJ�rJ@PiPrJ�rJ�cncnr�rJ�rJ�cPrJ'rJ'rJ�r�rJ�rJ�rJ�cl�ncnr�rJ�rJ�cP�P eCo L51 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 S BUREAU OF ELECTRICITY 5 5 40 FULTON STREET - NEW YORK, NY 10038 - 5 5 CERTIFIES THAT 55 5 Upon the application of upon premises owned by 5 PHYLLIS ATKINSON PHYLLIS ATKINSON 5 55PO 5 OO SOUTHOLD, NY 11971 SOUTHO D NY 11971 5 C5 55 Located at . 195 GREAT POND WAY SOUTHOLD NY 11971 5 55 5 5 Application Number: 2074247 Certificate Number: 2074247 5 5 Section: Bleck: Lot: Building Permit: BDC: ns11 5 SDescribed as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located In/on the premises at: �5 First Floor,Second Floor,garage Detached Garage,Outside, 5 5 A visual inspection of thel premises electri cai system, limited to electrical dewces and wiring to the extent detailed herein,g was conducted,, t1.heCState'of ,NewrYorke Department the re uirements of th a, li ab a •bode and/or standard „ 5 5 Q a PPG I _ SJ romul ated b ent of State Code" Enforcement and Admimst tion, or other 5 5 A. authority having jurisdiction,'and found to be m compliance therewith on the 4th, Day Of November,2005. 5 Name - Rate Ratioe ireui[ Tv,_oe C 5 Panels 7 5 1 60 6 5 e5� Wiring and DI evives 5 5 Outlet 7 0 Fixture 5 5 5 Fixture 7 0Incandescent 5 Outlet 30 0 General Purpose - 5 Receptacle ' 20 0 GeneralPurpose C 5 Switch 9 0 ` General Purpose J 5 Receptacle 3 0 GFCI 25 5 5 5 5 5 _ 5 _ 5 55 5 seal: I of 1 5 This certificate may not be altered in any way ahtl is validated only by the presence of a raised seal at the location indicated. 5 5 _ _ . 5 D r.Pcnr�rl� cn rJF�J�r.PrJ� c.ncnrl� rJ� rJ'rJ�r.PU� D _ - JAMES J. DEERKOSKI, P.E. 23 260 Deer Drive Mattituck,N.Y. 11952 L (631) 298-7116 _ Date: May 16, 2006 To: Town of Southold Building Dept. Re: Strapping Inspection Atkinson 195 Great Pond Way Southold,NY 11971 Permit# 30634 To Whom It May Concern: After Strapping inspection was preformed on the above property, it is deemed that all work performed was completed to plans and meets all state and local codes. Any other questions please call. P� es cerely James J. eer ski 'OA loon _ _oq_ lo, 5 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET LLAGE DIST. SUB. LOT 5 ACR. EM RKS p ♦�caJ vo-A �uS .k 1� Aven lac . to �J - 4�CJ •'rc,wtl �C �T, �, Hoyt5aig TYPE OF BLD. 825 fir - 6r' 6Z -�aJ>,Jli d we l Jn< no PROP. CLASS N A So0'��1� 2/ v I J - � II t74 X14 - IVE�� 46 f4*1nSo '7s ocs LAND IMP. TOTAL DATE 10 I S of ^ �P*7 -1 ; 35 15 Ra i 3 9 z N�e, v 1200 ,3t,©o v 38mo s 42- FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH EAD WAN BULKHEAD HOUSE/LOT 14dC TOTAL 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. 30634 Z Date SEPTEMBER 13 , 2004 Permission is hereby granted to: PHYLLIS ATKINSON PO BOX 1645 SOUTHOLD,NY 11971 for CONSTRUCTION OF AN ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS APPLIED FOR at premises located at 195 GREAT POND WAY SOUTHOLD County Tax Map No. 473889 Section 059 Block 0009 Lot No. 010 . 005 pursuant to application dated SEPTEMBER 9, 2004 and approved by the Building Inspector to expire on MARCH 13 , 2006 . Fee $ 249 . 30 Authorized Signature ORIGINAL Rev. 5/8/02 L 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU 40 FULTTON STREET F C NEW YORK, NY 10038 S 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 PHYLLIS ATKINSON PHYLLIS ATKINSON C5 5 r5+ PO BOX 1645 PO BOX 1645 5 SOUTHOLD, NY 11971 SOUTHOLD, NY 11971 5 Located at 195 GREAT POND WAY SOUTHOLD, NY 11971 5 c5 Application Number: 2074247 Certificate Number: 2074247 5 Section: Block: Lot: Building Permit: BDC: ns11 r5 C�l Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 First Floor, Second Floor,garage,Detached Garage,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 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the Day of 5 4th November,2005. c5 r5 Name (OTY Rate Rating Circuit Type 5 Panels bj 5 1 60 6 5 Wiring and Devices 5 Outlet 7 0 Fixture 5 fj Fixture 7 0 Incandescent Crj 5 Outlet 30 0 General Purpose C� 5 Receptacle 20 0 General Purpose S 5 Switch 9 0 General Purpose 5 5 Receptacle 3 0 GFCI 5 5 5 5 5 5 sea/ 5 5 I of I 5 This certificate may not be altered in anyway and is validated only by the presence of a raised seal at the location indicated. 5 5 s�s��� o JAMES J. DEERKOSKI,P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631) 298-5506 To: Town of Southold Building Dept. Re: Framing Inspection Atkinson 195 Great Pond Way Southold,NY Permit#30634 To Whom It May Concern: A Framing inspection was preformed on the above property. All framing was done as per plan and meets all stay apo local codes. Any other questions please feel free to call. HEUpFr� rely � yrt 44mes P De skj °1 jMM 3 2005 � i ,� ' DEF'. �� solt TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ =FINAL ATION FRAMING / STRAPPING [ [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION RE ARKS: DATE `4 ©6INSPECTOR i' ` 765.1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: .O� DATE INSPECTOR i.Z FIELD INSPECTION REPORT DATE COMMENTS // /Y0 FOUNDATION(1ST) .L a ------------------------------------- FOUNDATION(2ND) 1 z o H ROUGH FRAMING& PLUMBING [� 3 s0 Q'xx INSULATION PER N.Y. y STATE ENERGY CODE J FINAL ADDITIONAL COMMENTS / OMMEAr NTS 1( 7 +z m U 6- o z x � y d b H PJB s ' 99 o yA. O a0 JO 10 11 \ 39.27' \ 49 opa \e° 4 Fc9, 00 C 5 's LOT 5 vo '?d), $ ?0 1� WELL LOT s oil? 4 . . a )00 S O . FT. ill 150 5. OR i Q 89-SO-39 SURVEY OF PROPERTY FOR BANK "iNso1v COMMUNITY DEVELOPMENT AG NSON AT SOUTHOLD TOWN OF SOUTHOLD TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL p 92D Board of Health 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. ,30 6 Check Septic Form N.Y.S.D.E.C. Trustees Examined J// 3 ,200Contact: Approved,20Mail to: ��y� i 5 �7K I 500 Disapproved a/c PO . ±j /0 u7ff0i.", l Phone: 6 5- o o 57 Expiration Building Inspector APPLICATION FOR BUILDING PERMIT Date 200 ' 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 are" and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (^J (Signature o pplicant or name,if a corporation) .500T4f atp, NY //,7.71 (Wiling address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises y LL s /TTi<IN 50 A,) (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: -A- i QS 0- 4e,4-7— Pon/b , Al ` House Number Street Hamlet County Tax Map No. 1000 Section Sq Block L Lot Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 5 IV C e ref Al It,G R 651 n e AVCG b. Intended use and occupancy a e-RR G ,AR.4e C- 3. Nature of work(check which applicable): New Building >:-" Addition Alteration Repair Removal Demolition Other Work _4 (Description) 4. Estimated Cost /O, 0-0-r7 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front -36 Rear .3c) Depth oZ 5- Height Height 10 1 Number of Stories /, S Dimensions of same structure with alterations or additions: Front Al Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear �?-e( Depth :1C Height X01 Number of Stories / w/ axcc'� ! / f 9. Size of lot: Front /37 Rear / T Depth /9(9 10. Date of Purchase A�• M0 Name of Former Owner Tow,d oP 5 ovT/foC.- 11. Zone or use district in which premises are situated IQ— 90 ; 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES_NO ?':� Will excess fill be removed from premises? YES NO 14. Names of Owner of premise u KlNseA Address PO 6416 q6' 561AroqorPhone No. r/G S 00 S7 Name of Architect 7' or EQ Address Af -r,7✓e k, Phone No a-9b- 15-59 Name of Contractor s uNk se Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY 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) S: COUNTY O t, 7 /h 5 being duly sworn, deposes and says that(s)he is the applicant (Name of indivfdual signing contract)above named, (S)He is the (J co 1212 ✓ (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 bef re me this r l y of J 2069 sz4L_c Notary Public Sitnature of Applicant Claire L. Glow Notary Public, State of Now Vofk No.OIGL4879505 Qualified in Suffolk County., Commission Expires Dec. S.� (, O 2 _ 24' _O° i - - RIDGE o VENT W G m a eV 2 I I o U j m I :2 � '2 BI-3/�Y18 LV'�RIDGE 41 E, 1 2X6GOLLAR-TIE -Ih'OG Z ll - ASPHALT ROOFING -- — -_ IS^ FELT UNDERLAYMSHT 1 _ 1/2" 4-PLY FIR Co' 54EATNING KNEEWALOG GL -IT S 6UBFI O R W111IBO II 1/5" w12 oc Z Z - O v 0 0 I < 0 - - - — - Q Q DAL QRovIOE aLocKING (�'' LL7 uj UNDER KNIEEWALLS Q EL O I = I vIN,L SIGING LD {{ � I rYVEK VAPOR BARRIER ING m ,A / 618" S/R ON 114 6HUD5N ,16"OG _..IVI - _ ACCs / CEILING - - - � I w F ON __ _ O �, 1 0' - ----- - - -- ------------------------ -- ---- --------- - - - ------ - -- -- -------- ---- FF O U I o IN411 U I{ 1 + CERTIFICA ION OF JJl J - ]Y4 PT PLATE c GNAILING E UI NfCT ONR SI A5 TERMITEST suIELD M�I2L RQUI 9. � 6° .1 C. BLOOK Q q 4"MONOLITHIC OLIT REINFORCED SLAEd (MIN, POUR CO"ADE) FTC. lMIN. 13" BROW GRADE) � G 055 5ECTION MEETTHORSTRU I � p'�l CODES OF NE RKAT . � z OCCUPANCY OR 0 IiJI USE IS UNLAWFUL 1J,.1L6 lLIN�CCED ll sTa.PP©w,.16, IOd , :' AT,T NAILS O TAP F1 aHN.WITH OUT CERTIFICATE OF OCCUPANCY -1011 �1 411 -10181-011 24'-0" _ - APPROVED AS NOTED DATE: '/3� BY # 3o 6Ln "'I Ln [ � Ouac aaFl=� ,, 1 "IOD PI LT2— i' 1�7 lol FOUNDATION FLAN � � FEE: a�.3 ABY NOTIFY BUILD V(}_IDE(#ARTMENT AT Z� LLVLH10FM ae �' 765-1802 BAM 0 4" FOR THE V WINDOW � DOOR - SCHEDULE r-YPOSURE CATAGORY: C FOLLOWING INSFC"�y'(ONS: � -- -�— J018TS ABO`D'E RIDGE SUFf:)ORT E3E,4 MI FOUNDATION 'VO rEQUIRED MEAN ROOF HEIGHT! IT-10-1/2" FOR POURED %GAEgE 71 -_ cF sr - -�- ?CNE t eaves - _- a 2. ROUGH - FFAINrerlj 8 PLUMBING <_'_1 �-' GLAZfNG UNR AIlFA MIN DP MIN D.P I MAPNFAEIJRE EAT4L000E NIIrvIBEIi DESCtIDQDN ISf.FL QTY. 2ND FL QTY UNITDP MUTES e_cKFM eTOF FUL'Da T B. INSULATION Q - M THAT °� �uu WePTL' 4. FINAL - CONST2UclON MUST -_ - �� L,c✓uw PNDEDSEN 2U3zJ DBL HIJNG JS 73 2 '10 s0 MUSI USE DFSIGIY-PIiF5sI111F IIPGIh1DE UNITTO MLFT CC iI i' j I WsrALL aTANOI ncui lC BE COMPLETE r�RNAL Iz.t __ _ aO' O""CaOC`. ALL CjJNSTRUCT ON SHALL MEET THE y ANDEPSEN 2m)-? DBI.HUNG !1] tl.i 1 — 50 MUST USE DESIGN-PRESSLI111 IIPGRME UNIT ID MGEI coDF i!/ -I JAIL ID?JECi09 CF 10,NA1L5 mt CGpNI N 1 >:T ITOIHF 2C-An /�J/��UIREMENTS OF THECODES OF NEW A sa _ O aL^cn.4L a1 R II AT '- DRK STATE. NOT RESPONSIBLE FOR TurttMnnxu 221 /OXL/BENTIiY DR sll LD 1 l5 IU fig `J ]AS UEVERs _m[.Ca ,11 AT IGC .(' DESIGN OR CONSTRUCTION ERRORS. Q igDCO /dts 9/U%9/IIA H.DR 35 9S 'UNI USE DESIGITPRESSURE UPGRADE IIHITIG MEET L-DDE I / \ L6DCa 73D q/DV/UGIIUR fi3.p 1 IS 3s MIWIU9EDESIGN-PRCSSURE IIPGRNIIE UNIT TO NEf_T CODE �I A. „"� �+'�` Eq if Ai i . . . , \. k Ali �VDERWRRERSCERTIFICATALTERNATIVE FOR OPENING PROTECTION ° �}i; AEDUIRED TABLE 1609 11 � ) 1 WIND BORIIE DEBRIS fROTE6I,01 FASIEIJIIIS �1 SCHLDIJLI FOR WOOD TRUL TIJPAL PANELS - c� r -n In 1 n n n -1 OF PT-I TmF D . 'e v\;44SiT x41 L /� FASTIJER PANEL SPAN 2 FEET PANCL 1 FEET PANEL 6 FEET f'ANR ` ILC T P C F PI T TYPE <2 FEET SPAN<q FEET SPAN<6 FEET SPAN,=BEEFY 1w®wi I- ecws.�ill ' ..T -� „V•,/B C 4NTILEA`� E WOOO SCREWS 15 _ t6 ,3 2-V2 CR 6 6 I FOR STAIR LANDING 1N00�SCREWS WOOD STRUCTURAL PANELS WITH A MINIMUM TI11(.PIIESS OF 7/ 111" AND NIAkIMIJM PANEL SPAN OF 8 FEET SHALL BE PEdM11 RED FO:' UPENIINO PEOTECTION IN RETAIN STORM WATER RUNOFF ONE- AND Two- STORY BUILOINCS_ PANELS SHAI- BE PRECUT TO COVER ,LAZFD OPENINGS WITH ATTACHMENTHARDWARE PCOMIDF_D. PURSUANT TO SECTION 45-1 OC (REFER TD SEC 11011 16x91 H 1609.6,5 AND -AnIE 160314) OF THE TOWN CODE. a a f 2 o W N W p 4 U N E N z di R _Z fll Z � w w 24'-011 z CD LU � Q F Q - - - - - I �,._ CA4itILEVF_RED c __ _ _ _ (DO —�� LANGING- Z 5.`.IR LANDING 9 Ln -'' HIeH DOOR II 3' 0" _..__ 1_..L......1..- - -v4xs-v^_ LVL � o ! o O m m 919TER XB -'T - fL la ACER r -T/E" LVL HEFADER Y v� 11100D-I o 11" OG X WIEO II � U p'J f5EE CROSS-SECTl04 FOR DE'AILS I ` N s zrsRRarDc a�.. 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O J W 11I II n 11 o U E KING STUDS F1-- ENDWAII TWE ER ., - WALL STUD Z W LRIPPLC-9l UD � - 2 �� BOIIDMI PJDGE LLDG_R I DnTHFOR TUH ¢ ¢ I- Q I�� of HEADER -ia _ U 4 f` - ��� BouB E (DIST ❑ m ❑ o SIDEWA L— _ -� RAFTER - - 1 ✓ { JACK SLUGS -1 ` � I H MP, I4.P NIIMvP.I _O DDWINI N CON ECT TO I APPLICATION FCIDE OF ALI_CORNERS "' ',II� ICT TDX5 gryrklOR T{3 GOI1N&Ff{ON WI HNCHOR 6OLIE -`-� Q BATI1 r SPA TUBS TO HAVE A OCIJBI E FI❑OR JOISTS(DOER FOR ADDED SUPPORT CONNECT IDI SIDE DND ILOORNERB ON - - _- ---- - --- - - LocnnoN usP NummE^, o CSCRIPFION APPUCUION LOLAlION UBP IJWdB6P. OESCRIPTIDII APPLICP.TIDN P.AFTEP.CIZE USP rvDMRER ❑F"�cP.IfTIDN APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLDDR } IND TD)LS HO_DDOWN BOTH HOT PLATOOFJNDILOOR AND IOP gLLUPENINGS IETAIL I-1/E'z1P 1➢oa STRAP APPLYTJ-ALH JAG(STVD FOOF L9TA]!4 1-i/1 x2420r STRAP APPLY OVER P.ICGE iO FACIIP.AFTF_P. 2xF-Lx9 ISIPi Ida.SLOPEHANGCRAPPLY TO FACIi RAFTERII FDGFP. JOIBTDIRCC1101Y VVIIH 2)JOIGTC UNDER'N/ALL AN(:I IIIA. PI AYES OF IST FI OOP. CONNECT THROUGH _ h la -_ _ 9 IIFIT, LOOPS ID EAC110f11LR Wl I Ii HEADED ROD AILOPENINGS RT30R P,1] T1'IJOWN ANLIIUR APPIY III F/\CIICP,IPPIEFIIID ZXiB LE210 ld(Ia SLOPEH.4NG-RIAPPLYTD C-ALF RAFIN3I LEDGER FORJDISTIVOT DROP IIYUNDER PARALLEL WAI L`.PRO\/IDE z BLOCKING JAIO' Or. LU WALL SNIJ I, - III / IHROUtiII-1200E EXHAUST Q�J z @ O VE HIS SELECTED AND _ / \ \LOGIT CD BV CONI P.ACIDB �[; Q C F FAL STRAP CRICKET AT TOP-SOL OF % O U ( VENILLADON ft1ANNEL r dMNw ' C Q RIM BOARD F.AFTEP, A3 P.EUUIRFD - � O SILL P1 ATEIBI $' - \ / WALL SI IEATIIING RAFTERS MAINTAIN VENTILATION WOODJOIST ) � .. sDETAIALL FLAB 1InG TOP PLATE _ nLDclaNc FDUNDA-ION ) _ �/ I - 2x4LEDDEB BLOCKING - (` II BPIN CI I WAI ARERTLAUDLASHINRE STAPPING TO BE ATT ACHED TO WALL s1 UD5 Q48'OC BARRIER TO LAP FLASHING 'x4 5UEH I J015! / AT\MALL-NIAINTFlIN 64P ATTIC SHALL BERRUVIDLDW114A ANDAII NJINDOW'FOOP OPENING IAOKSTUF)S FASCIA /'� / BETWEEN IAAI 1 HNISI I AND �, MINIMUM NEI HiEC VCNIILATINGAREA TLODRJOIs1 DN4HUEP IVUMBEN DESCRIPION APPLIC'AHON WALL STUD - 1 NOT LESS THAN 1ryFIT OF TI IF ARFA OF { �T� GUTTER ON ALL DPE NTD SOAY.ING - _ ANODO GRDFP, - , _ _ _ j� "ODI°ING10A\ IIND JACK'SOL THC SPACE VENTIW EI] ALL DI'LPIINGS ;1I 4"- DPENT P' }ffiA24 t-t1cz23"20pa.STRAP AND JACK SEALLGETMETAT MES WITHI MESH CONTIN SCREENEWOOD --- NINES � PROVIDE HCMMLI CODE AT RESTS lAN1TNETAL MESH VJITII MESH I -LON11N BOFFITIEICI PLYWOOD LLL INSt ALL,IUFO.0 �` FIASHINGTOFOHMNIANNe LOCATION USP NUIVIGEIi DtBCRIPI 7ANClIOU PI'LICAIICIN OPENINGS OF INCH IN DIMENSION 50F-ITER EAVE H' IJ" ISTA30 1-IIT'x3P16Ha SIRAPANDJACI(STUDS � ' �_ /IND SO AS 10 SAID FAIN AIR -- --- -- - Y W DIV ALL OPENINGS GAPIOPREVEDTCAPIWARY 4"-b""'ITER RT10 1031"x 190a TYDOONNECT TO O ACTION PROVIDE BLOCKING BETWEEN.JOISTS THAT ARE SPICED ANDINiTAI-14'IJ"OC � ROOF VENT)LAT ON / OVER BEARING WALLS AND HEADERS P-16" iStr\36 J_Pd X36" INFa SU V\NUdACI(S1 U06 � l � d"-to"f.AIIA ARO 21-V&"xddga TYpOONAII_OPENINGS ` -� KEEPRDOI'NG NAILS OUT LACH RAFTER SOFFITED EAVE DETAIL f \ M OF FLASHINT 'rvo FLLOR WALL -� �,%� +._ �\ _ - � � x "UOFwa 1 APS LISP - a FLASHING 4 INCHES LL "HFI EIi 9n5F FI'SITING WRAPS COR.NER6, RIOCE CAP OF SPINE / ❑ K / EXTENDS UNDER SHINGLESAT MATERIAL AS ROOFING Q SIUFS4 INCHESAND LAPS /j� NAILED TO SHEATI TING a/ ddd LDL' T 6HINGLESATBASE MIN A MAILS THROUGH VENI / i S W ofW WOOD JOIST 511)E WALL FLASHING TOP PLATE C GIRDERII IEADER �I`... M tST FIUCR WALL BIAPI'INO IDSL Al FFlCHEO TOWING SFUOS®40'OL 1 WOODJOIST AND ALL WTI\90W/DDES RIPFIO G'JACI(STUDS MET FFR. - A` ALL CAVES, JTAELLS - AND RAKES - PROMO H M 5 SO ^IaT DEPTH ❑6F'NUIdBEP. DE6C� APPIJCATIUN E LEMED EDGE RATTRS - - -- p5 TO FOp.FI DRAIN?C-E CHdIJNELv AND INCTALL 4'0"OC _ - FLOOBJ 6 �16TAifi- 1-1/4"xy6"iH9a STRAP ANDJACK STUDS PREVENT CAPILL?RY ACTION LOCATION USP NME ' IUN IAP!'LICNION PI2L-MAIVIJF/AC I USED_ KELP SHCPTIIIIVG WIN 1-1/ "ONTA11-4NINGS RIDGE VENTFOI DS ALLJOISTS f,ONNECTEPROER TEELCADERTO9E SUPPORTEDWITTI DNALLOPCIFNGB PPLATEIN'\LL SPATE ANCHOR PLAIE6EfO FOCI STlIp--- - OF ROOF OGETU AIR PASBAGEO All OW FREE THE TO At L OW FOR SHRINKAGE. REDUCE OR AAA OF T 6 - -- C-H THAN LVL HEADERS M6TA4H t-114"xA tl'1ti9a STRAP ANDJACKSNOS �- CONI GRIN 105LOPE ITABLE,SCTI`IR-JUISISMRO% 1?HIGH DDE BUMP OUTS DBL SILL PLATE _° - VIM - TERFATTI'sw1ELo SILL DnsKFT WOOD HJN.1A �-'� NEOPRILNE ,, _ CONS, SLAB ,m AA TVP ..NC FDUNDAI ION - 1 V GASKET / Ix6 llxb CONTINUOIli WOOL PLATS 6 M IF FILLY DAMPPROOF(.XTI RIOR GRANULAR FILL t— / 1 _ - BOLTED TO STEEL BEAM WITH Z EMIL POLL ON EXTERIOR i 1 12 DIA BOLTS 145 n KTAO FT. STEEL COLUMN �' _ Ly F.00F JACI( / V rnNc sl.nR 0 t/ 4' � T 4 A'' / R` "� 4 1 111" 1 0 V .• / A� �A ( -{H FNG ATS �A �. WIH 11H1 e x vn srcRL GOMPAGI FILL / x Pa a p BOTTOM •"O G R' TY-YT/AT FUOI INC c U CONS, FTG 1 u _ / _ , _ ?MONO"HOLT 4= USE WITH 313 SQUARE WAST FEES SOPS AND IOP ANCHOR BOLT CONNECTION IusPluPssa DR 3Pse3 �- ANCHOR DOLT CONNECTION (CRAWL 6PACEO FOUNDATION ROOFING 4T BOTTOM /\ PEAL BEAM DET b OWMN 4 DOING BAR FOUNDATION WFI DIA ANCHOR BOLT __ `h TEELC DRAIN TILE - - - _ SUPPORTING MAXI MUM SPACING _i - - IO ICIP' e`au"- �J 1 STORY T2'OG Al xV _ � ,yJ SILL PLATE TO Fourvo IT TY' AIL TYPICAL CONS, FOUNDATION APPLYPILASTERS TOF.IES 3Fi"OC WHERE NEEDED FOR STRUCTURAL BRACING MICS TEEL COLUMN PACT NEED TO Z P" 24".12'LONG FTG CRAWLSPACE04FOUIVDAIIONI I 'N — STEEL / BOTTOM BEARING WALL BOTTOM PL.4Ti TO TODNCANON I-;,TORICS SJ"OC ISLAB-oN-GR'oEl_ _ _ — ROOF JACKS A VF_NTS DETAIL I SUBF[CUP CONL.BIAS / DOORFRAME T SXE I oil 0 WM - � G-ARAGL � 0 JOIST COMPACTPACT FILL DOOR USE2X8 FOR RLOCKOJT -9rSi4l.13 M I 4" SLAB v I "" ' P T PI ATF 1V - - W/ 6X6 WARM „ CLOCHE : .`'\„ •Iv KT d 4-DRIVEWAY NOTCH STAND JII4T AT /NRSIHLC I .. �. (WITH avFlI w( I-LAI JFK nT ENO VND TO GE AI`SDC TIL W IGH 14N y Q GRADS, ' - /SiDC50T MOOD Y)7 \ ♦ _ SVID BFAMTOFl TO .SHP,IN AGE (F• a '%6W W�M BEAbl6 III F _ IL�mL I yl (PROVIDE STRAPPING i01(EEi' GIST"A I(1RED) � I�Ixmi ?)L. / 4 � 11 ( T A� ��NOTCH BEAM FORMUDS'IW FRFOUIPED MnNMIIM e '� m°�m TI — UILO"! NOTCHEOU4LS 111DEPTIIOT BEAM mFEANFOHGING BAR / - 111INFORCIIVC HAP DRAIN I IC a dl - c SHEET METAL INN, UNDER BEAM AT POINT 14 OF CONTACT VNTH CONCRETE DROON6 BI OAK �TISuTLTF TT rT ITS �• S TVPI^,AI CONS, HOND-ITUILFOUNDATIUIJ GEINFORCEWIIH('2)fFl4EINFORGINGBARS THICKEN SLABS BENEATH BEARING WALES AND COLUM14S \� ` MIIMSTOLEVIGE- M =1I -£'Tnm�,W��- HEAD) O REINFORCE FOOTING WITH I/)X4 PFINFORCING BARS �' -J ` '� 3"MmWIUNI BEARmr,SUR1=.4c1.FUR WOOD BLAST GARAGE DOOR BLOGKOUT BEAM POCKET- - -_- _ - U, a 0 a M C' J na LLI cona N x u o U J� vViND FRAMING NOTES NAILING SCHEDULE —= — PLAN CONTENTS: _,--. s GENERyy,, /p\ (/�J (}��!��R 1) RLOGE-T6RAFTER ASS EMBLY ua - --' _ - ACCE%OR� at ¢ > AL NV T E6 - ROOF FRAMING: OCCUPANCY CLASSIFICATION _ R3 RESIDENTIAL . 1-t/A' x20 gauge strap shall be anarlred to each pavof suers ria dance I.lahle 34 )DINT DESCRIPTION NAIL NAIL NOTES SWLD;NL USE____- - 5W_GING__ w Z a collar lie is used In leu of a ndge strop,the number of I In common nails regwred OTV 6PAGING wCONS'TRUCTlOPd I IOTES: of-NAIL euILDING HEIGH o' k,- Menrn each end o`the collar hp need no[exreed the lahu amtl number o'9d naps'in Ilse chap RAFTER TO B'WALL'3-tld COMMON EACI . , ^ND F GR= 5l6 5.F. " TOTAL IIS S.F. X U ij Tfmmnm GWcwAui Ibis amoRnnAdUWJ_ documentsrs related A,basic design 2) RAFTER-TO-WALL ASSEMBLY' _ - _ ON_STRUGTION IST. FLDOR 5l65F _ TOP PLATE ip'WALL , I COMMON RARER TOTAL 5CF_. OF C _ _ CEILING JOIST s'WALL 3-Ad COMMON EACH PRESCRL TIVE AS PER NA".5- RESIDENTIAL CONSTRUCTION LOGE AND U ° intent and 4pming dalails They are Intended as a surba dton aid,not a substduhe Lateral framing and shear wall connections for rafter,ceiling or W re m lop plate shall be TO"HOP PLATE JP WALL 4-9d COMMON .JOIST TDC-NAIL DESIGN CRITERIA 1955-SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL for generallyracepledgood huildmg pumfra and compliance will,current New Ybda accordance to table 3.3 When.!afteror hers do not fall in line with studs hetes,rafters - __.. _T _ --- .- p Slate building codes The General Conlraclm to responsible lot providing standard or trusses shall be Clamed to the wall top plain and the wall top plate shall be attached to CEILING.1015 f TO AS PER TABLE 37 EACH FACE FRA`IING ELEMENTS __ AS PER FLOOR PLANS CROSS SE6, ON AND GENERAL-AL_NOTE5 nsln. cortion details and procedures to reran a profesmrnleily finished,slecti rally the Is the wbll stud with uplift connections Roofs overhang ng the rake side of the bolding PARALLEL RAFTER WFCM-SBC LN' NAIL EXT BALCONIES GO munA and a wealM1crproof rompletcd pro°lurl shall be connected with uplift connectors in accordance with halite 3 3c, CEILING JOIST LAPS AS PER TABLE 3] EACH FACE DEGKS 40 �- OVER PARTII'ION WFCM-SBC LAP NAIL 2) The General Gonvador is rosponstble for ensuing Thal all work and construction 3) WALL-TbWALL ASSEMBLY. COLLAR TIE AS PER TARIFF 3-4 EACH FACE ATTICS w/o STORAGE 10 eels current fedeml state,county and local codes,ordinances and regulations,etc Wall crude above and studs below a four level shell he attached with uplift conneWled.n TO RAF HER WFCM-SBC ENO NAIL20 These codes are to be considered as an of the speaflcahnns for this building and ra dmic.wth[able 33b.When wall studs above do not fall in line wtlh studs below,the _ ATTICS w/ STORAGE 45 Q z DESIGN LOAD CALCULATIONS should he atlhereC n even d in v»nanee with the plan acres shall be attached to a common member m the Floor assembly with uplift connec[nm in BLOAFTE3 EACH HOE ROOF !(OTHER SNOW LOAD) 45 acceptance with table 33 G Ad COMMON !LIVE LOADS PSP) TO RAFTER END NAIL ROOMS (OTHER THAN SLEEPING' 40 LU Z z 31 Dimenamns shall lake precedent over scaled diamonds RIM BOARD 2 Ind COMMON EACH END ROOM (SLEEPING) 30 I CD O O 0 [(DO NOT SCALE DRAWINGS). 4) WALL ASSEMBLY TO FOUNDATION TD R,4FTER END NAIL First wall studs shall be connected to the toundatmq sill plate,or bottom plate with uplift - - STAIRS 4G Q ED 4) The Jesigner has not been engaged for con slori supervision one assumes no connerers Start straps shall have a minimum imbed ennl or/rm:he,l nr.n,ren WALL FRAMING: _ _- _ -__ GAURDRAIL5 (ANY DIRECTION' 200 W — responsbildy forconstrortion rnnrdmaling with those plans,nor ms,mn WflAy for foundation and slab-on-gmde, 15 colors in masonry blank foundations,or lapped under NAIL NAIL EXPOSURE GATAGORT' ___ -- Q Y `Q construction means,methods,lerhniques,sequences,or procedures or fm safety ,he plate and nailed in accordance web table 3 36 When steel straps are lapped underthe JOINT DESCRIPTION NOI ESui precautions and prognoses in connection with the work There are no waranges for a bottom Plate,inch square warned shall be used can the anchor bolts .Anchor bolt _ UTY SPACING _ _DAD PATI-I SHE CONSTRUCTJON ANDWIND PATH CONNECTION (� QDfD specific use expressed onmplied in innuseof these plans spacing is to be spread and sized in accordance to table 32a le addition to spacing, TOP PLATE TO 2-16d COMMON PER SEE (ROOF - FOUNDATIONJ DETAIL PAGE e GENERAL NOTE PAGE O TOP PLATE I`00T _EE NOTE 1 --- ancersbolls are lobe spared helvmen fi-t2 aches from the end of a sill plate and all - - PIAT_IN. SCHEDIJ_E SEE GENERAL NOTE PAGE 5) Refer to the Window and Door schedule for exlenor openings. cemars IOP PLATES AT JOINTS FACE - - INfERSECTIONS `I-i6J COMMON EA SIDE NAIL EGRESS SEE FLOOR PLANS AND WNDOW SOVEGULE _ CD 5 LCONNECTIONS' --_ _ _ -- _ -5dd. I r 6) The Genet Contracmr is to ensure that masonry or prefabracled prep ares meets ) se I ex EXTERIOR SHEAh a m STUD f0 24" FACE nr execndsmamdacWre'sspeMiaaunns one applisablerndes Typelewith shear Ed Do bel am -a to at In panel edges stmcluo panelonlhe exterior STUD 2-Too GOkdMON_ OC NAIL FIRE PROTECTION SEE FLOOR PLANS attached with 9d common nntls at 6"o c at the panel edges and 12"n r, m the Feld,and - - - - - --- (SMOKE + GO^_ DETECTORS) - _- ]) The General Contractor is to consult with the owner for all built-in items ill mon gypsum wallboard on the interni attached with Ad rooter nails al 7"o L,al panel HEADER l'O 16"O C FACE such as boulmeses,cream ,pantry,decals,Innis, to edges and 10"o c In the field shall be in accnrdanse with the Ieng ll,requiromonts specified - iGtl COMMON TRLSS GE51GN N/A - STANDARD STICK FRAME CONSTRUCTION HEADER ALONG EDGES NAIL an 0 ' ratable 31:3a-b TOH'OR BOTTOM 2-1Gd COMMON PER 2 STUD EVD ENERGY CALCULATIONS - RESLHEGK 3.5 RELEASE I _ p 9) Wind Ined requirements shall be taken Inln account during conslrucunn PLATE TO STUD 3-IEd COMMON,PER 2x6 STUD NAIL -'-6) TYPE It EXTERIOR SHEARWALL CONNECTIONS BOTTOM PLATE TO FOUNDATION NOTES: Type 11 exlercrshearwalls shall meal the requirements of table3lSa-b blues the appmpnale PER FACENAILI1 b FLOOR JOIST,BAND JOIST, 2-16J COMMON v 1) [he Geneml Cortmol antl Masan to review plans,elevations,dalails And notes la length adjustment factors m lame d 16 END JOIST OR 6LOChING FOOT fiIPF_NOTF 11 OP m I CLIMATIC &_ GEOGRAPHIC DESIGN CRITERIA v rI twormeetnlended heightsoffimshedfloor(s)abuverypical Grade 7) INTERIOR SHEARWALL CONNECTIONS' FLOOR FRAMING: GROUND WIND SEISMIC FROST WINTER ICESNIELD F ry m B Allowable sidewrA lengths pmvrded rn table 314 shat'be Gem,rtled to be mveased when NAIL NAIL 2)*1 footnys fares[on undisturbed(vrrguQ soil interior sheanvallsare used Shealring and connectiansshall be inaccoMancn with )DINT DC-SCP.IPTION NOTES SNOW SPEED DESIGN WEATHERING LAVE TERMITE DECAY DESIGN UNDERLAYMENI FLOOD IN LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS F to 2442 and 2 Z4 respectively OTY- $PA01NR ¢ 3) Pruwds 112"e-,m.,dan Ione matenal between concrete Blebs and abohm, .IDI ST TO PER JOE MODERATE SLIGHH TO A) CONNECTIONS AROUND EXTERIOR WALL OPENINGS 4-ftd COMMON A5 LBS. 12fl B SEVERE 3 FT. 11 NEHE Q concrete or masonry walls ocrunng in exterior or unhealed Interior areas SILL,TOP PLATO OR GIRDER .101ST NAIL TO HEAVY MODERATE D" Header and/or girder connections shall be attached with upuq connections in accordance BRIDGING FACPI TOE 1) Any neve concrete walls bang baseball to.,.,,A,con sole structure small wRh]aMe 3 Ambers.Wmdosd1 plass shall be have steel coram others in accordanm'wRh table TO JOIST '-Ed COMMON END NAIL x brmalailadvallih4mbar, HyIongat12"oc Useappmvadepoxytnrin5talenna 35BLOCKING 9d GO MON EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS_: o I - - ¢ O z- NAIL SPACING NAIL SPACIIJG AT INTERMEDIATE Y p Unless 4linch ibmk.tad,all gravel n grade n wire much r Concrete lobe g) CATHEDRAL CEILING ASSEMBLY TO JOIST END NAIL SHEATHING LOCATION NOTES O rn ° poured on A inch thick sand or gravel fill with 6xfi wire mesh remfarang Interior slabs Me.arid,a Is to be Read as a structural beam,the rafters shall either be notched and BLOCKING TO EACH TOE _ AT PANEL EDGES SUPPDRTS IN THE PANEL FIELD to be minimum Lou thick 9 -t6d COtMMON 4 ancM1nrerJ on to fine beam or sin a connealars shall be nn»chetl m each ether-to-nd e SILL OR l DP PLATE BLOCK NAIL 4'PERIMETER EDGE ZONE ed COMMON r@ 6"O C- Ad COMMON(r_il 6"O C SEE NOTES 1,3 T W m fit Crawl spaces to be provided wrth a mlmmum 18"x2A"access opening Install one aeng the open ceiling pan myhe bundmg Camecher.told.ndge antl wallehall be be LEDGER STRIP 3- I6d COMMON EACH FACES INTERIOR ZONE rad COMMON @ 6'°G Ad COMMON @ 12"D C SEE NOTES'1 (BOTH FIELDS) Z or .bached with the above regmraul TO BEAM JOIST NAIL NOTE 2 FOR PANEL FIELD O r;t ' AxI 6 cast Iron foundation vent for every iso sq it of area - "-- - -' -- "-- -- 2 DECK AND COVERED PORCH NOTES: 01ST°NCE°GER 3-Ed COMMON PER OE GABLEENGWALLRAKEANDRAKETRU55 BdCOMMON@4"OC ed COMMON@4"DC 512E NOTES 1,3 ]) Dampproofextenuroffo..der well,IRuminous such, Wper section R406 o1 -_ —_ TO BEAM _ � JOIST NAIL N V S Reeidantiel Construction Ged, ABer-11 polyethylene fllmnhGl be appderl river 1) Unless othebvise noted,all framing material to be 41 ACO pressure trealed Wmber BAND JOIST PER END NOTES All fasteners,hangers and anchors robe galmnrzed erslznnless steel J-15tl COMMON == ---- hatielaw gratle gonion of ex[enorwmlle pnerlo backfilling TO JOIST - - JOIST NAIL BAND.10151 TD: P@P. TOE NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCI IEDULE NOTES ONLY ,Drainage os lion PADS of N Y.S.Residential Con-tmclion Code 2),Girders for ded'joists to be bolted to each post with washers and nuts. 2-lad COSHEAR= MON g per sec _ SILL OR TOP PLATE FOOT SEE NOTE 1 Former sheathing walbrn 4 feel of the perimeter elle of the roof,including feel on eachade of the roof Girders on concrete piers shall be anchored,cols proper steel connncmrs anchored ._ ) 9 per Je ,= peak, FRAMING NOTES nmranrreo-;who amimmamvz"dnx7"longanrnorbouw,lbw.-,anersnndnuts ROOF SHEATHING: Ibnnfoci perimeter edge zone auarnmdn[arequired anaubrused 1r Alliramnglachniqucs and methods aspr iptivedesignoF1995SBCHIgh Wind 3) Pnstssupponinggliders shall be anchored to a 12"x12"x1 so thick concrete footing. JOINT DESCRIPTION OTY SPAC-NAING 2) Tabulated l2 coeliac naAspaang assumes sheathing attached to rafter/Wes frammgmembers with G>049. Edition Wood Framing Conslmchon Manual. Use a mlmmum ill' Jia x 7"Ieng anrhor bolt wilM1 washers and nuts Footings Shall be 3 R — — - -- For Framing members with<B 12 G<o 49,the and spacing shall be reduced to G inches o c below grade Porches with covered roofs shall have 12"dm concrete piers for the gliders STRUCTURAL PANEL Bd AS PER TABLE 3 0 3) Unless olherwrse rmled,all Immrng and structural wood material to be k2+BTR WFCM-SBC 3) Tabulated 4 inch o.r..mad spacing asswnrs sheathing[n mfierl Wes framing members with G>0 49.For Douglas Fr 4) Decll to M1ave ending al Rp n c CEILING SHEAT HI NG: framing members with 0 42<G<0 49,the nail spacing roof be reduced to 3 inches o c DO 3) Floors,walls,deal rags and rafters a be spaced at i6 mrAes o c unless noted 5) A minimum of 10 moll flashing shall be Installed between the ha ldlum and leo,or IJOINT DESCRIPTION NAIL NAIL ainermi[e Ledger to be fastened tobuildngwith10this bohswithwashersareme _ °TY SPADN° WALL SHEATHING REQUIREMENTS FOR WIND LOADS: where needed g�ve,ratlr- GYPSUM ]" O.0 EDGE -- 4) Unless otherwise noted,oil bearing wall headwete be l2)2xt01f2 I BTR,Doug,Fir WALLBOARD A, COOLERS lo"O C FIELD SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE INOTES Bonnng wall heeders n hoe(2)Jack studs and(2)full length studs on each side of all 6).Concrete piers small be a minimum 6"e AT PANEL EDGES 6UPPORT5IN THE PANEL FIEID W&an beat,aide of WALL S_i-iEAi"H1NG: - _—_ tr v a l crudeand2 full length a SEE NOTES 1,3(BOTH FIELDS) U apenmgs LVL F.eaders,o a e(S)I G { ) I-- impairg, _ 4'EDGE ZUNE 8d COMMON(]6"O.O Ad COMMON Q 12' upnnms Bearing wall ad B'D ndls shall also have(2)ad r.a sill plates far 2.4 wall ]l,9 Uoisis to he supported with hanyer^and anchors Each Jois shall also be anchored _ CTPACING _ IIVI CI'IOR ZONE ad COMMON @ 6"O C tld COMMON o 1^"U C NOTE 2 FOR PANEL FIELD blocking -0 1 antl G'0 and 2x6 wall npemnys between 5'11 beet 9'9 Provide fro m sder(-) i JOINT GCSCP.IPTION O C SEE NOTE 3 and bludang where applicable Z GTRIJCTDRALER TABLE 3 35) All fush beamsihcar!ers to beinstalled with hrary duly galuimi hangers and ll).Covered Rofs_shall be assembled and anchomJ the same manner as a lyp¢al building PANELS 6d COFCM-SBC NOTESanchors where applicable to all scattering joists PLUMBING-NOTES ]li 6"ORB OC EDGE y, g 0 fid COTHESE NOTES ARE ONLY TO BE REFERRED T°IF MENTIONED IN SCHEDULE NOTES ONLY }`y�pl4 O 6) CrWn up floor joists ander malls Thal en parallel to the floor joist and under bathtubs 1) PAIvetersupply,drainage and verrlm,to be installetl as par IJ Y 5 ResidentilPLYWOODO C FlELD Floors to hve doctors Ido installed shall be verified for proper load capacity unless noted Construction Code GVPSGM Ed COD.0 EDGE 1) For wall sh nothing within A feet of the comersthe 4 fool edge zone ahachousm requirements shall aan plansN/ALLGOARO0 C FIELD be used W. 2) Verity rates system wrath the Engrneerfor Suffolk County Health Depacmenlapp;nval - ° J) Pmwdeen., 'lbntlgin9 in fobrlorsls al a'ooc Use said blocking in feorloisls FLOOR SHEATHING._ 2)5>0 49 fro lecher ball with assumehe naamng annrhed hosed reduced inches Dwith w under all bearin walls 3) If wall studs,plates or ldisls are cut nut During installation Jnr any plumbing related wor(, NAIL NAIL O>p 49 Fnr framing members with 0 42=Gq the nail spacings shall be reduced to G aches o.c 9 .JOINT DESCRIPTION pmmde adequate bracing ono plates to ndauo and secure Inc inn wmalma Verify web the _ OIY. SPACING e) ProvrJe rnsulamn baffes at cavo vents between rafter .Install draft blocking as slate code and manufachue's reromreendauon for maximum Pole size and spaang pcimrued' �RUCTURAL PAIVCLB6',OC EDGE 3) I'or exlenor panni sitlrng,galvrnrzetl box nails Shall he pnmu[[ed to be subshluled for common malls- Q needed ��L��� I"OR LESS 9d COMMON 12 O C FIELD HVAC SYSTEM NOTES 9) Unless alherwise nand.all mals and walls to have a minimum ill"ill 4-pro Fu ).Idechanical subcontractor i5 responsible for adheanng to all applicable codes and story NOTES: �� LEGEND COX exterior sheathing gratle plywood Plywood to cover over plates and headers 1).Mamenl5 THESE NOTES ARE ONLY TD BE REFERRED TO IF I ICU 10) Unless otherwise noted use 314"thick T&G PTS Fir or Advempon plywood subfoor 2 HVAC subconoador iS'to full coordinate all system data antl components with Are MENTIONED IN SCHEDULE NOTES ONLY NEW WALLS _- ycoor y gmremen adhered vnih Pi-400 adhesme and screwedePoor joints Finished door to be installed equipment supplier oversubfagr as per manufac[um's Instructions 1) Nailing requirements are based on wall sheathing EXISTING WALLS -Itnoted lAl snealh I` IEE 131 If subcontractor to provide foal system layout drawing and submit it to the General nailed 6"on-centre at he paneedge Iwng V', prf�"7" i11),All bathmam walk'.a have V2"thnk moisturrz-resslantsheeVork Gmagc walk and iConlraccrand ownerfer0nal rewew and approval snarled 3"on-ceneratne panel edge loeldtarn higher WALLS TO BE REMOVED C ceilings and over furnace to have Sl9"1Mck type sheetrods All other pads of holding ---� - - shear capacmes,nailing requirements far sbvchiral to have regular 112"shedrDG< All walls m be taped and finished ELECTRICAL NOTES: members shad be doubled,or aminate conneccrs. such as shear plates,shall be used Io merman load path 12) Al root wllh a pitch less than 412 shall be,stalled sell IF an Ice d Water banter or 1) All electrical to be nstalled as par Y S Residential CorstraWADr Code. Ilq approved equal Flat roofs shall be applied with a Fi em,las base sheet with an EPDM 2) When wall shea,hng is continuous over connected itF Ipf emh dawn type matenal over '2) All etednaal work shall be approved by a qualified Underwmer members tabulated number of rads shall be permitted ®] Io re redured tot- 16c null per foal Campo Nlonuxide dctecinm throughout as asenuor R3 i] 13J All ile plates and wood m contest with concede c e onlaid am handed Sill pla.es 10 3) Install Resi eiCors and Gar , p /, vp 7.alalled vr_ih afaam siN gasket beet rep-r=[ex lemnle shield or appmvad ecuaL of N V 513esnlenhal-ConsWcnon(,rade O (9 Q a ti \77 T • Applicant Date. " Owners Name:.. .�-� �.�� Reviewed: Architect Date Cngitteer: Submitted: SCTM #: District: 1 Mo Section: 59 Block: Io(: ProjectSubdivision Location: Wtv Name: r $in&le&separate Required " certification: (Yes/No) Req. Req. Louing Moriec 11.01 size: Actual: I (Lot covengs Nropr'ed Req. Req. (rront Yard Proposal: Yard I'roposcd: } (Rur Yard' Proposed ) Project Description: ACENCIVERMITS Permit . R�QIIRA;D FOR REVIEW N.A. NO YM Humber Suffolk County Health-Dept. New York State. D. E.C. �r Town Trustees y/ Town Zoning Board approval: . Town Planning Board approval: Flood Plane Elevation??? Flood Zone: `� `�