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HomeMy WebLinkAbout30417-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31088 Date: 08/08/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 2145 OAKLAWN AVE SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 70 Block 3 Lot 22 .3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 3, 2004 pursuant to which Building Permit No_ 30417-Z dated JUNE 22, 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 ONE FAMILY DWELLING WITH COVERED FRONT PORCH AND ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to GENDOT ASSOCIATES INC & ANO. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0008 07/28/05 ELECTRICAL CERTIFICATE NO. 6208 06/30/05 PLUMBERS CERTIFICATION DATED 05/11/05 THOMAS MAFFETONE hor' zed Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD ` BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY '-' )UI. J This application must be filled in by typewriter or ink and submitted to the Building Dep ent jr i,itye followiage A. For new building or new use: 1. Final survey of property with accurate location of all butdings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). ✓I� Approval of electrical installation from Board of Fire Underwriters. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. —5-"CMMnercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 4—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- ditions 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-$25.00,. 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. �Ty lo New Construction: _��Old or Pre-existing Building:, (check one) Location of Property: 2(L(S C Oq W1°r� og S 1Lh4i -n House No. `` II Street Hamlet Owner or Owners of Property: — �c ryme_s Suffolk County Tax Map No 10000,1, Section __)C� Block 3 Lot 22 ,Q)& Subdivision_ azs+- h6Filed Map. S 2 Lot: .3 Permit No. 3p4-10 Date of Permit. 22 Applicant: ACIYhii4yh 4 Health Dept. Approval: _Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate:._�.(check one) Fee Submitted: $ C Ap icant Signature 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. 30417 Z Date JUNE 22 , 2004 Permission is hereby granted to : GENDOT ASSOCIATES PO BOX 361 WADING RIVER,NY 11792 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & COVERED FRONT PORCH AS APPLIED FOR at premises located at 2145 OAKLAWN AVE SOUTHOLD County Tax Map No. 473889 Section 070 Block 0003 Lot No. 022 . 003 pursuant to application dated JUNE 3 , 2004 and approved by the Building Inspector to expire on DECEMBER 22 , 2005 . Fee $ 1 , 262 . 40 Authorized Signature ORIGINAL Rev. 5/8/02 ' Vol, o TFax (516)765-1623 N Town Hall, 53095 Main Road Tel (516)765-1602 P. O. Box 1179 p Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: Jr I/ OS Building Permit No .. 3c Owner: _ �6dC7r �DmeS (please print) I HI-TECH PLUMBING 6 HEATING ENT INC. Plumber: I k6WA5 41k 700RD. 1 �1 (please print) 22alB I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (pl mb •s-mature) Sworn to before me this \2_ day ofcc�� Notary Public, County 1 QCA 1t81 �6rh Nassau Suffolk Electrical Inspections, Inc. 5A Canal Street • Center Moriches, New York 11934 • Tel: 631-878-3500 • Fax: 631-878-3764 Application: 6208 Date: 6/30/05 Issued to: Gendot Homes Address: Lot43 Claklawn Ave Village: Southold By: DeLane Electric License4:4354-E was examined and approved up to the above date and was in compliance with the NEC AHic❑x iStRoor❑x Residential❑O Pod Det Garage Bai 2ndfloor❑X Corrrnercial Hot Tub Addition Switches Receptacles Fixtures G.F.I. Microwave Smoke Detectors 31 62 40 6 1 7 Fans Dishwasher Washer/Amps Dryer/Amps Oven Carbon Range/Amps Monoxide gas gas 1 Furnace Gil Gas Heat Zones Whirlpool Bell Transformers 1 yes 3 1 1 Meter Amps Phase Motors 1 200A UG 1 Other Equipment 2-Zone A/C Cut,Res l'ormau/J� Gl�ectrica/��In�b iir<;.(rte, This certificate must not be altered in anv manner �0 �'I � 765.1802 BUILDING DEPT. INSPECTION ZIFOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR / �/v 765.1802 BUILDING DEPT. INSPECTION [ ] FO NDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE S CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ® INSPECTOR �'' 3,0V 7�-- 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] =FOATION 2ND [ ] INSULATION NG [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: r DATE `31 ® INSPECTOR 3� �7z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST OUGN PLBG. [ ] F O DATION 2ND [ ] INSULATION [ FING [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE © L C INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROU BG. [ ] FOUNDATION 2ND { INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 4 t L DATE �� ! Q C INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH 8G. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING [ FI L [ ] FIREPLACE & CHIMNEY [ ] FIR INSPECTION REMARKS: rl DATE b9le'�'INSPECTOR baO 70 -ZZ. 3 TOWN OF SOUTHOLD PROPERTY RECORD CARD �— OWNER STREET ZJ r� VILLAGE DIST. SUB. LOT 3 o k jovin So 0 o ld 5 ron c epCar �, i� ,o�z: ACR. D S REMARKS 1��Z7J01 TYPE OF BLD. - --- ---— �ern�Of ASSOC ,rI,^ fI' QYIU PROP. CLASS LAND IMP. TOTAL DATE �e d o oZ 4on 1400 Ili (02� FRONTAGE ON WATER TILLABLE •Oa 564n FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT I OO --- - - — d --- TOTAL 47 ,5 FIELD INSPECTION WORT DATE COMMENTS it FOUNDATION(IST) • y ------------------------------------ 0 —u, FOUNDATION(2ND) v 1 ROUGH FRAMING& PLUMBING C a loop 1 Wka �g C S v INSULATION PER STATE ENERGY C DE oor 414491 1 .017 • FINAL n ADDITIONAL COMMENTS (Ti 2. r e J Ol z m �J CU ' o z W )'VVN OF SOUTHOLD %. BUILDING PERMIT APPL :A'lON CHECKLIST IL:IN DEPARTME r Do you have or need t i. Poll •..ng, before apply'mg? )NVN HALL Board of Hea t__ )UTHOLD, NY 11971 3 sets of Building PI ins EL: (631) 765-1802 Planning Board approval VX: (631) 765-9502 Survey ww,, northfork.net/Southold/ PERMIT NO. 347 Y( 7 ex— &ChkCheck Septic Form N.Y.S.D.E.C. 6 �g � Trustees :amined � 20 OContact: ?proved _ � ,20_ Mail to: isapproved a'c Phone: xpiration ,200 Building Inspector JUN _ 3 M APPLICATION FOR BUILDING PERMIT Date h�3 . 20C INSTRUCTIONS uA This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 ets 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 treas, and waterways. i/c. The work covered by this application may not be commenced before issuance of Building Pemrit. 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 sssues 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,ordin aces,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. /,�'-ffyireS' (Sign)w5f,applicantor name, if a corporation) (Mvailing akiddresni �l r3ft) f applic t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder okoa Name of owner of premises (As on the tax roll or latest deed) If appli is a ton, signature of duly authorized officer leg — ;!tS ffZM3r - (Name antitle of corporate officer) Builders License No. aa b= Plumbers License No. Electricians License No. Z/35"4 Other Trade's License No. 1. Location of[anti on which proposed work will be done: Lam- -03 OGjp<16 di7 Ar . rho/fir House Number Street Hamlet County Tax Man No. 1000 Section 70 Block 3 Lot P/rte �G Subdivisiorij.' to ()-( /,%, Filed Map No. 5337 Lot (Name) atc exi.ting use and occupancy of premises and intended use and occupancy&proposed oonstrJon: a.- Existing use and occupancy 6i f b. Intended use and occupancy s q/ 1, ature of work (check which applicable): New Building_ Addition Alteration epair Removal Demolition Oiher Work (Description) stimated Cost 44Sb, o0r) Fee (To be paid on filing this application) •dwelling, number of dwelling units Number of dwelling units on each floor garage, number of cars 2 e4 business, commercial or mixed occupancy, specify nature and extent of each type of use. )imensions of existing structures, if any: Front Rear Depth height Number of Stories "t dimensions of same structure with alterations or additions: Front Rear depth Height l ` `iI ' "` l`' ' " Number of Stories Dimensions of entire new construction: Front i Rear jk/ z/ Depth 2Y EJ "1 Height 2z2 ( Number of Stories' ,21-C I Size of lot: Front haT Rear 2&E / Depth 3eC l Date of Purchase ac7 Name of Fourier Owner iQ/lYr L is(/ Zone or use district in which premises are situated e2'.S4�iP� ay Does proposed construction violate y zoning law,.ordinance.or regulation? YES NO�/ Will lot be re-graded? YES:7 excess fill be removed from premises? YES_N(Dle� Names of Owner of premises IaLAddresshone No. la3/-7ZZ ZL�2 Name of Architect Eli Ni nSi- Address ql4i one Noi-92a'- S(� Name of Contractor 6MA51-lb,�ers 'AddresstG6.r.S' .Veee �� Phone No. 16„� 2 12 —Z2-7 a. Is this property within 100 feet of a tidal wetland or 1a freihwater wetland? *YES NO t� 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. Provide survey, to scale, with accurate foundation plan and distances to property lines. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. LATE OF NEW YORK) .. SS: OUNTY OF ). i /f Q//v� 2 f"/v»� yiS being duly swom, deposes and says that (s)he is the applicant Mame of individual signing contract) above named, )He is the ,L (Contractdr Agent, Corporate Officer, etc.) said.owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; it all statements contained in this application are true to the best of his knowledge and belief; and that the work will be 7formed in the manner set forth in the application filed therewith. orn to before me thi day of 20._ otary Aublic 15iovffrliof Applicant JOYCE M.WILKINS Notary Public.State of New York No.4952246,Suffolk County Term Expires June 12, ;Lop-7 LOT AREA= 45,625 sq. ft. F.F. ELEV.= 24.5 GAR. ELEV.= 23.0 VAGN0 LOT NUWIXF 128.5 (22.25 3�53'40�.E (22.4) 00 1 O .�. _. ., �.`.....a� a 8 o '- J � ! /A n �V (23.0) �� `F (23.0 w r l se.e ' Y J O1 q— PROP. o � I am. I ONELIING A �/ (2 0 22.2' zCc a (23.0) Z Ln LLJ O O Z � R _U Z — — ' ORAMiW Ewso�arr W 375.00' (21-8)N 23'23 50 125.00 (21.0) OAKLAWN AVENUE VACANT nc 0� (a oMNOWNq � „owow liver nit ZMX% s m nc NXPa us we M A wvc ntrae Mn oit M4 INEWM AN rnr wl JOB No. 01-617 FILE No. PECONIC DEVEL. CORP. I 10 aot M Em w a<m m. www"m m MA MTOt, PLWM NVAL Boa=10 WJLD w ON AM o0M CMIEFIMMX SURVEYED FOR owMMM ALTOMM at,Dame m n 9=� M A 14aAIM OF wWTM LOT NUMBER 3 »s of IM NO ravel frAW EMMU M LM. MAP OF PECONIC DEVELOPMENT CORP. AT SOUTHOLD OLWAVOMIN rdE SWAT 0 ne�AM ON MUF m nW 1m oa�. Q FOR DWROMM SITUATED AT SOUTHOLD AGOW Mo IAM 0 MMUn0M lwlm HMM. Ma 70 l /tea® Of n Lomp empolotlk aullwwfm AN M0f aMMEm"i0 AocmaML Mffnnwa TOWN OF SOUTHOLD — SUFFOLK COUNTY N.Y. an ■1wmm0 owma aro OF TM AMU we NOT lgMwo n uwo SURYMNS wao SEAL OR SCALE 1' = 50' DATE 12-20-2001 OMMED SM sOLL vert E CCNSC m M E A W0 TRM FILED MAP No. DATE CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-70-3-P/022 DISK 500 HAROLD F. TRANCHON JR. P.C. / LAND SURVEYOR 1866 WADING RIVER-MANOR RD. WADING RIVER, NEW YORK, 11792 N.Y. LIC. No. 046992 631-929-4695 HAROLD F. TRANCHON JR. PENN. LIC. No. 2115—E LOT AREA= 45,625 sq. ft� a9Y-t 7 li /. OT NUMB 12 128.55., �i 5 38 53 40'E 0 0 0 0 0 G W pn M H W } I 'I C;C1 � 2 200G Lu 3 G 72.3' m�+gFACO 6TM/�C1 u cmo n Is2' a' 30.5' Ix.a'ti sT. ' 24.0' r) to to Z G In W Z Q Y U W 375.00' p' DRAINAGE EASEA(oaT � N 23'23 50 125.00 OAKLAWN AVENUE 9-21—2004 DWELLING UNDER CONSTRUCTION LOCATION T@ OFPKM (OR DR M006 NOW HERFON FROM 'OE sIRIICOarr TO THE FROPON IWIES APE FOR A Vftr PVRFOE AN ME AND T IDOnm ARE NOT JOB No. 01-617 MENDED auTHE ce LWDOM OF FOCEr. RHTMW WM106.IlL POOM PA7FILE No. PECONIC DEVEL. CORP.ENDED m PLWna 11REM' AovnoH to PULDOaa OR AW OTER OOHFSIRHC". SURVEYED FOR UMNIIIq ZED AO MTRIR OR AbW= TO THM SURWY a A ` MON OF rr"°M LOT NUMBER 3 7=8 OF THE NEW YOW NMTE EXNATOR L' MAP OF PECONIC DEVELOPMENT CORP. AT SOUTHOLD DUAIIwmm OISC/OED Hum sW,L RUN awy TO THE PERI 1 FOR WHOM I E "Alf Is pwm", ARD OR m mDwF TO THE wa OOrw". aDArarrNm SITUATED AT SOUTHOLD AODIOF AND LOOM NIWRffnM OWED MOM. AMD 70 THE ASMNM OF THE Lamm warnmoM. ODMMMM ARE HOT 17VJMID A U TO AODROIYL WISM1 6 TOWN OF SOUTHOLD - SUFFOLK COUNTY N.Y. OR summEwim 00mm OOH40 OF TM SWWV Mw NOT MAW THE LAM SUff&Wn Ra® sx OR SCALE 1' = 50' DATE 12-20-2001 oeosln WFIL sMLL NOT BE mlSDOWD TO WE A N4o IRIE COPT. FILED MAP No. DATE CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-70-3—P/022 DISK 500 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR 1866 WADING RIVER—MANOR RD. WADING RIVER, NEW YORK, 11792 N.Y. LIC. No. 048992 631-929-4695 HAROLD F. TRANCHON JR. PENN. LIC. No. 2115—E LOT AREA= 45,625 sq. ft. F.F. ELEV.= 24.5 GAR. ELEV.= 23.0 VACW, LOT 12 5" 128 5(zz.z S 3653'4 p'E 0 0 0 0 0 o ro rn rn 9 ~ 0 (7D.0) Gm (27.0) w ee.e p o_ J o� 9i O Gm. I 22.2- (23.0 2.2(27.0 to co (27.0) z I to L0 LJ z Q 1, I� Y I U_ Z — — � ' oMAxrM� eAsow�r� W 375.0010,' (z1")N 23'23 50 125.00 (21.o) OAKLAWN AVENUE — —eRiMtlna MONF maM VACA nW oFFlls (a OIIOaNgmg) SOMA MOM M F7 dE S1161MMES l0 7ME FnoFa 1Aa Mc MR A am>E ^E'oE'0 UK NO°WOE"E Mor JOB No. 01-617 FILE No. PECONIC DEVEL. CORP. NMM YO GUME W UNIM M OF MCM Ewan 01" Pool, POW PUMIMo NEW AWMN It "DONG OR AW one menace SURVEYED FOR ww mmm MMM M an AlanoM m TWO SWAY a A w AeaM of ZEM M LOT NUMBER 3 M& OF TME KW TOW 5MM EMM7= ur. MAP OF PECONIC DEVELOPMENT CORP. AT SOUTHOLD awimms Nocam MOO/ awl aw ONLY To 11F P6aa1 FOR WHOM TME SITUATED AT SOUTHOLD awwY ■ PIOMIm.Mn ON M W"Yo M WRE COMM. all ONUMM Ags,=wo Ln Moms Wal M MK wo s7 WE Ilam of M LA 1 Mlsnnff M. awwrna?s AE Mor m ANWALE m raanark NOnU M1w TOWN OF SOUTHOLD - SUFFOLK COUNTY N.Y. an ■amomw awEs COM QF MS aw1EY Mn wT ENo Tw Wo sw4vmn esm sm on SCALE 1' = 50' DATE 12-20-2001 emsm sm awl Mar E oasoom To E A 1"mi 00". FILED MAP No. DATE CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-70-3-P/022 DISK 500 HAROLD F. TRANCHON JR. P.C. l LAND SURVEYOR IB66 WADING RIVER-MANOR RD. WADING RIVER, NEW YORK, 1T792 N.Y. LIC. No. 048992 631-929-4695 HAROLD F. TRANCHON JR. PENN. LIC. No. 215-E LOT AREA= 45,625 sq. ft. Lp1 NUMBFJ+ 12 128.55° S 36753'40"E J ' J f. V u. f {f '8 � O O 9ggy C� _ _ O O n £ ° 00 u m • ' CY '- .. f O o LLJ O r--f2lW�, srr FR ami! yO ma, sto 47.4• 24.0' MCl \ I I V) LAJ 1 � 1 I I ISI V I I Z 375.00' I 20. OPMUM E498"T -_7 N 23'23 50 125.00 OAKLAWN AVENUE NOTE: CESSPOOL. SEPTIC TANK k WATER SERVICE LOCATIONS BY OTHERS. 5-6-2005 FINAL SURVEY MMWW OF MW OF OW IM aN 0� OF MM F Aa; FOr saw ME NOr OWMM . 9-21-2004 DWELLING UNDER CONSTRUCTION LOCATION TE GRIM (a aoamtp SNWI tml®s FM AE aacMms m 7W PmimRY L l Ma FOR A aa^o PLWVW AM ti Ata"VAR=ARE NW JOB No. 01-617 FILE No. PECONIC DEVEL. CORP. wmm m amt: mmlmw 6 Fa m• malws esus. PWA POM FLMr Fad&AMMN m Yawl OR AM UMM Watamoat SURVEYED FOR amlFna®43WA a s AMM m nes SWAY 6 A%00 a W acnes LOT NUMBER 3 7= OF TK WE ma WK a"W10M LW MAP OF PECONIC DEVELOPMENT CORP. AT SOUTHOLD aw mm sOsw® "q amLL as MLY m TE PamR FOR vom mE slam a Parmw me a to mw m TE mu awkw. aafna am SITUATED AT SOUTHOLD AM"yes { 61MMOM latm"MML Ma m TE AlaEs OF WE UOMM IMMM K oY1111Y M AV MOF lWJ lamaF m ACataNL NNITRnaFa TOWN OF SOUTHOLD - SUFFOLK COUNTY N.Y. OR SAmm m Gala. Wsm OF To UNM WP ma m W Ula msdasmb tram SM OR SCALE 1' = 50' DATE 12-20-2001 amWL S LL MOT m WllG® TO i A msa lam am. FILED MAP No. DATE CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-70-3-P/022 DISK 500 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR .,l8el T%-RIVER-MANOR RD. WADING RNER. �'.�.„.e..�' i-}� .: NEW YORK. 11792 APIEy L . No. 048992 �� 631-929-4695 HA OLD F. TRANCHON JR. NN. LIC. No. 2115- 12 SCREENED LOUVER VENT p� RIDGE VENT CVI.4 r"L1 a� .- y GENERAL NOTES ,X2ON,X6TRIM B NEW YOLK ST T t�HI�FATION APPLIES DNLY TO DEMONSTRATING THE OE6IDNS �� A i C ORi TW HIS CODE OF THE STATE OF NEW YORK 2 REQUIRED V CCcc 1ERIP18, II:B,CDN6IRUCTKN+A1m EOUIPMEM IB TO BE WACCORDANCE 112 B RE AI D E IIG(AYFBOFTATE OF NEVI YORK AND MPIMIFACTURER6INBIRUCTpN6. B SoIVERIFYALL DIMEEI61 YONSS BEFORE MO DURING CCNBTRUCTION,NOTIFY ARCHITECT OF ,yp Rn 1I p496 DONOTSOIEORAWINGB — ��Vv. VL �4Y/FOEVIFryATICN FROM THESE PIAW,UNMITHCRITEO pJRIG7ICN M REUSE WILL NEGATE � 1^ 1 6CERTIFICATION AND S A VN%ATION OF NYS UW DRA ING3 ME THE COPYRIGHT — CRICKET V 1 IVI�I� ,/AVMEpY,NyL gii �y/����I,�� T CT IS NOTRESPONSIBIE FOR THE OI6COVERY,PRESENCE,PRE 1014, ASPHALT ROOFING SHINGLES —� Omar 1 GF MBESTO6,HAIAR000B MATERVLS,OMSES,FUMES.MI AND OF _ - -- Itys.DEC B.THE MCHIIECT ASSUMES NO REBPONBIBILITY FOR CONSTRUCTION M.METHODS, RIDGE VENT - CONNECTION SEQUWNTHCEe,PROCE ARCHITECT S PRT BUTONSFIN PROGRAMR CONNECTION ICN WITHENWORN THE PROCEDURES OR SSNPLL NOTSETIONSNDPFFOR MIM OR 12 _ OMISSION°C£TIE OWNER.CONTRACTOR OR SUBCONTRACTORS B 1 THERE PLANS ME OF LIMITED SCOPE MO ME INTENDED fOR USE BY EXPERIENCED — — CERTIFICATION CWNERB NU ER6 OR CONE RULTKNON GWNERSPROPERTYWITH FINNSfECIFICATIX3 ON OF SELECTED BY THE OWNER.THE MGHNECT NOT CCWTMCTED TO CONTR0.THE CONSTRUCTION PROCESS IB NOT RESPONSIBLE FOR K3URMG THE FIIUL AS CONSTRUCTED — LING & CONNECTIONS �BMTM40TY ORAPMTICULM USE THEARCH'TECTS IIASUTY TO OMINER M MY THIRD ADJUST OVERHANG — UW4G�SITE 5 N W�WITH AU-SUIMIX,CODES L�UIM.REQUIREMENTS TOMATCH$OFFIT$ — — EQUIRED. PARTY IST REFORE LIMITED ONLY TO THE FEE PAID FOR SERVICES RENDERED B USE OF THESE DRAWINGS INDICATES BBI ACCEPTANCE OF THE MOVE CONDITIONS AIN ME APMT CF THE AGREEMEM WITH ME MCNNECT ® - RM11DESIGNCRITERAA VALUE R201.21 WIND UMITATIONS. ROUND$NOW D 45 PSF DESIGN LOADS FOR WINDOWS AND BASIC WIND SPEED 120 MPH DOORS SHOWN WITH FLOOR PLAN vINYL30WG o® SEISMIC T RY C WEATHERING SEVERE RTDESIGN CRITERIA HIS BUILDI ND NAS BEEN DESIGNED F TONEDEPTH WMIN WITH THE FOLLOWING APPROVED Emma /E/y' 'F/�/�,c�,/l1' TERMITE PROBABILRY .MODMEAW REFERENCE FOR BASIC WIND tllA'STRWIIV!\E7f-Ef�y DECAYPROB4BILn MODERATE SPEEDS OF�H AND ABOVE _ ICESHIELD REDUIRED 'SUGJESTED (ENCLOSED BUILDING):AFBPA /�/��� tODUEIAR/EM�EpNyTS OF THE FL HAZARDS WA WOOD FRAME CONSTRUCTION MANUAL L7 _ — — —. CODES OF ISGW YOM STATE. NON SLEEPING ROOM 40F IIJBD THISUILDING)IS INA 1 - i — SLEEPING ROOMS 30 LIMBO WINDBORNE DEBRIS REOON — — — — — — :DECKS 40 L/JBO GLAZED OPENINGS ARE STEP FOOTING 3O DEG MAX ATTICS WITH STORAGE 20 VNO REQUIRED TO BE PROTECTED AS — — — — — — — — ATTICS NO STORAGE 10 V240 PER THE REQUIREMENTS OF FRONT ELEVATION — — — — — — — STAIRS 40 11380 R3Dl 21.4 EXPOSU2.SEE RE CATS _S i GUARDLOAS 20O ATTUA RMH NORTH.4 EXPOSURECATEGOR9 — — — — — — — — aPPRoveo as Norex DEAD LOADS ARE BASEDONACTUAL NORTH B SOUTH B MATERIAL WEIGHTS OF ASSEMBLIES EAST B WEST B RIDGE VENT DATE: va T Ll B p 0 -)L>Yl 7� ROOF SNOW LOAD AS PER ASCE 7 LUNG IN SEISMIC CATAGORY CIS DO Nt, i'g0CEED WITH '10 NOT PRC '7ED WITH 45PSF(0.7)(IX1X1)=32 PSF =PT FROM SEISMIC PROVISIONS FRAMIN'l UNTIL SURVEY PLUMBING RMING _'N- _ SURVEY FEE:�� 6 -1 �o BY:Fc� OF FOUNDATION LOCATION OF FOUNS= �N LOCATION NOTIFY BUILDING DEPARTMENT AT BUILDING AREAS: SQFT HAS BEEN APPROVED. ALL PLUMBING WAkEED HAC SEEN APPROVED. 765.1802 8 AM TO 4 PM FOR THE FIRST FLOOR LIVING 1,289 8 n nTER LINES N 12 FOLLOWING INSPECTIONS: , SECOND FLOOR LIVING 1,275 C TESTING BEFORE CO --� 85+� O MATCH FRONT RIDGE I. FOUNDATION - TWO REQUIRED :TOTAL LIwNG AREA 2,564 FOR POURED CONCRETE 2 ROUGH - FRAMING & PLUMBING OPEN TO BELOW 139 �')� 3. INSULATION GARAGE AREA 542 �)� t PLUMPER C 4• FINAL ' CONSTRUCTION MUST COVERED PORCHON LEA; : '()NBE COMPLETE FOR C.O.ALLCONSTRUCTION CERTI!I( )c SHALL MEET THEREQUIREMENTS OF THE CODES OF NEWSOLT,) 5QYORK STATE. NOT RESPONSIBLE FORSUI 1 = AtN STORM N ATFR RUNOFF OR CONSTRl1CTM ERROI EXCEL U All I 11SUANTTO SECTION 45-IOC !` i OFTHE TOWN CODE. L eric Nicosia ED ARQy ARGHITf.GT 91T 9pIRn1s (931@844% 111((66.31)WS-6543 T OCCUPANCY OR EmW aTchBw4�oP1PNBM nN FLOOD ZO'1�E IS UNLAWFUL _ * LOT 3 OARKLAAN AVE. —� —�•�— ( SOUTHOLD, N.Y. COMPLY WITH CHAPTER '46" WITHOUT CFRTIFICA E `�A Q NOTES k ELEv,4TION5-1 FLOOD DANA,F oac';EN'. . N I OF OCC�PMNCY F MWMtvL�VATIf9N I J Den:oaono — � — _ I, Date:5/28/04 By: E.N. Rev: - - - - UNDERWRITERS CERTIFICATE REQUIRED ' 'ELEVATION REFERENCE NOTES R325.1 APDrovM numnve v atldasxe Mak n provmad lv ak new buimirsa In each a possan ass be platy vNalsarta NgmNmom me Heel or roadit tv an,property. 12 R813.5.1 Wlntlow antl peau door aeeambpsa alert be anctwed in avndence wM me 9F publishnrenutaM , nrnmsam M design prawna peedfied. �O NWMbyapprov.dt&WWbfa . MaxwumrtMaon der LI175,MuBmdhaXbaaapMofres*"abdel15timtltleign prean leads. RIM.1 Tye well•ak envelope shall be canehucMtl In dud;a manner as b prevent Iluu�ll Sro earmuMbn of water~tla ml aaeamNr W pnnldnO a water Met"banner behind ma wearmr vMstee as rahtrirM by Section R703.2. R808.3 Vent dewnw.A mukmam or a 1-x1M(25.4 mm)space"I be praNtle i between me ineuNtlan aha ma toot faleatltlM n me loeatlon d M vems. ® ® ® R901.Roof adaeeMped Make.Flashing In stiff W I a With NN nee ark me approved manulacbaMs Installabon Wsbuctiorro suM mat Ow roof assembly ental serve to PreNd Melft" or me e.Well ng, lata ms n one aeacha mvmuDh wsmolmm 12 Havant mamas etaedrs dee wak throw est Wkaan Mr dee p mrouph mor cNi pamste.R meldW,o mtarall be applied in roof plus si Mme pembsibrw o Mangan B In ease.Roof !Ow man MN be'speed k avmrtlance stat ndentaymMe TaovNWu d confoOne rm M l A Me D MType 1, r AST bon ins 9 Type 1 U elf-a lerep atoll ndvrrr war ASTM D 228,Type I,v ASTM D 4559 Type I.Salt-MhgMp polymer moNSe l batmen sheet ehMwg,al co ASTM 0 AST D 225 Mea.'eFas hen alph ail MW v W atedoWp,all comply wph ASTM D 225 v D 3482 Fafaeren for nplW faNrgNs a1W re MYvarY[M abwl,etabMs di Menrium d,capper toollrq millami urn 12 ® ® ❑ ❑ 9 sh"Ming Faserte tank statamnamen 3IS67.Asphalt diameter head,Mall meroto stw li W Was then 3M WM dkK Me fauanere Mea perweaM thrash me fasteners par she s.MailUn correPywM ASTM F1B87.Awhak UMW,ahak have d ad slaMva per ahmple. Ud topper 2I fatal rte appWd Mingle taMbn,pineal e.eek 1 Was from tlst all and topped 2 s istie, ar erect wRuxnq m teat in plan.End Nps dr les,Meat bySNat camsof a yme avolalayers ersof tnderlemnIn JarvNryN 2WvNes, f ke barrels OW polymer oiiedfatwoen arsd May Wment demain of to normal v d•eeFaJrolnd polymer Be,se garden MrwL May re used W l sed nside sIwionaMantlofft Romme saw'sengeill apoem n least Mass subject inside me axwiv rM 11 of ma malars..Underta ltI co mew,resistant ems aubNct b hco whka ynaNr Man 110 mph Mak ne applied wM nrtUdrun a.WNaroneee W aIong ft a a1M not fiadre spent nt a n Wn nsWdMa.Fasbrasse Migf m M applied halt eters me issco not**V'peel Mn 3 Use and a nmr.FNeltlng M axed Massa Mak lei man ailh res a.atlon.11a.e errtl ver flaeNts dhak be afa.Mtl a aaoNann wan nu xdanxsrsam,norm 0.019ons.BadeNM ng Maphi dMaw rxrcrnlanapbimt meta d mWWMm remna10.019Jrch VNrknees.Cap 11eMWg MMX nrtaebn ramWa meta d minkrsm nommfa 0.019MWt Wrlmen.VaWy XNrsa sh ahak a WfadNd a aPaaroarm.witlr marMNcbtrMa anMNWn asmmtiare before appyhs MDrpba.Closed vdll(valley covered eltlr aMngbe),velNy Weng of vee ply d — — _ — — — — — — — — — — — — — — — — — — — — — — — J smooth mX toofng co nplying veer ASTM D 224 Type II or Type III arltl aneast 38 Wates (914 mm)aide or valley Wtlrs aadean0ed W seems 1 and 2 above lata be REAR ELEVATION P�MBateral wWr�wwadleWW etI ASTMD'WDmr bemseay Ir,lleuel me Xrertg maNhl.A ortdut v adds sad be Installed a ah ridge eke d enr Oft pane osw l sft r of Covering.CMawl v dwtlle covMnM Map ba Mesh nwW v g the Sarre materiel ae dee notaheit a Swi6pal from ll Mating.Map re of ma abpnM Ppe RIDGE VENT memod Ocoeeg,"apaWfaeva000r hon wap.alwak ea edlnufa varapipe and rlunmey meters,Mak ba applied avordWg m aaphM Mlrpla manufMunr'a pdnM rnsbudbna. ELEVATION CONSTRUCTION NOTES ROOFING:S NAILS PER SHINGLE ASPI A TMBERGLASS ROOFING SHINGLES AND ACCESORIES-SEE CODE NOTES ABOVE, ALUMINUM GUTTERS AND LEADERS TO SPLASH BLOCKS OR DRAINAGE AS 12 REQUIRED 8.5+ TRIM WHITE ALUMINUM CLADING.RAKE TRIM:1X2 ON 2X8,SPACE FOR SIDING. FASCIA:2X9.CONTINUOUS VENTED VINYL SOFFITS. SIDING:VWYL SIDING AND ACCESORIES,WINDOWIDOOR DRIPEDGE,FLASHINGS, TAPED TYVEK HOUSE HAM.VINYL SIDING TO CONFORM TO ASTM D3879. ❑ APPROVED U.L.USTED FLUE CM AND COLLER WITH SLOPED STAINLESS STEEL CHASE CAP CHIMINYSIFLUES TO BE 3'-0 MINIMUM OVER ROOF AND Yfi'MINIMUM HIGHER 4.5 F �4.5 12 12 THAN NEAREST STRUCTURE WITH IN td-0".CRICKETS AND FLASHINGS AS REWIRED IN FINS. / ® Eric Nicosia FRED )y AR40MCT ��G NICO y�� 414 Mean Sbear,8uha 2m,port Jameson,N Y.117n vi Q. 1Sj (fy Tewphone:(631)921l Fax(WI)928-9513 Cin � Emil.anhilwCoplorlirw.nn 2' . ; LOT 3 OAKLAWN AVE. SOUTHOLD, N.Y. NOTES 4 ELEVATIONS-2 — — Job#:040170 Scale: 1/8"=1'-0" LEFT ELEVATION Date:S/28/04 By:E.N. I Rev: FOUNDATK)N NOTES: R323.1 In areas sub(ea M deceY Ifnupe ant aN woptl m aKdea wim the prouM MNI raw"ow uea of app,:An ll pressure PmseMlIvaN tasted«EeceY-nelslem lamb«. R324.3.1 TmM orMs,mtdwa 6 drsbd haea hn acc«daWe whm AWPA R324 Sublartrwen Mimnl a mnad.TenMla shleMs.Preawm press vabvsly aeaMd waw t am,mlance%s h the AWPA alandaMe and or Mande-roMSMm wood.Chemical aal Maintains may saw W nessaeary depending w YM C«MItWM. R401.3 Doanape Surtace dtemwe of W ae dNMad M&)"wore«amar approved point 2-f Y' of colaclion rot M creat a Ituard.Lone shell be graded w as M WNn"her away Mom I----- burssai wale a maanorn G18 intlais wnht me MM 101eet«swabs Mall Da _ BUY proNdad Mensue drairape away"in me atuchms. / RwYYy'weYUR / IaFR>GVIIIINln __- L 17 8401.4.1 GwMamMal evaWaaon In tau of a WnllPlata paaedmiol evaluation,to — — — — — — — — — — — -� — — — — - — — IoeFnro t ave beaslum, TaW R4014.1 hbash aa.umsd.CommesmM«Shillong, cat Mal a mmovw In mMorm.hn wim R401.4 2 4•DIACASI r 5A"ANCHOR BOLTS45"O.C. — —Sp.-• 12xlr PC PER YB"ANCHOR BOLTS 40'O.0 1. :fIIRGN O 1 - L ASSUMED SOIL REARING OF 2,000 POUNDS PER SQUARE FOOT APPLIES TO DDRAnN RYWELL C'THICX 3W Pa Aub ENTRNNED COMPETE WALI8 Dry THE FOLLOWING CLASSES OF SOIL MATERIAL ONLY:GW.GP,SW,SP,SC,GM,GC T Xtm WIDE CCNTINUOUE,XEYED P C FOOTINGS CN - NOTIFY ARCHITECT IF SITE CONDITIONS VARY FROM ASSUMED CONDITION PSSVMED 6DIL6 EOTTES V ,y t� UL LI6IED FLUE bVARY LENGTH FOR STEP6TO DRPIIE b a COG '^, � `' y R402.2 Q«IGmM.Masashi saw M predate whCmM and Maanp MrW shall Wmply F j- m {v 0 3 I b wim ms q*Nc"wb"a 6 m AC1318 a ASTM C 1157 RelMmdnp sbel art —I � ^I a BASEMENT a Ci m.WMaonbbeinWaamannMlGAC1315AawbdaMDeilrodonnanswh o 0 8 �8�1 ASTM 307. _rI f. r THICK X00 PIR PC Nns CN p r '', SAND EASE OR waGRADE $ I J . MINIMUM CONCRETE COMPRESSIVE STRENGTH.3,000 PSI®28 DAYS. iv CONCRETE AT BASEMENT FOUNDATION O BE AIR( RK)RTERM ED IN r`� _ _ 5 SND...... 5nBLE CONFORMANCESTEPS WITHAND GARAGE NOMIN AL SLUMP R LLS 6.SLA S H , F FIR a AT Fl.00Re CONFORMANCE WITH AC1315.NOMINAL SLUMP.WALLS B,SLABS S. STEP OOTING8300EG MAX 1 _l 8'-B" 8-H" B'-g' 8'-p" 8 p' 8'41" E TOP a CEILINGS R403 Ctime eM FoolbW shah be srgparled w undgurbed natural sat.At sAbs. im°ANCHOR BOLTS 4B'OC BEAMPIX'MET '� `i� — Z� T � `ZBEAM � POCKETfooahp s shallbe plated rt Mat 3 at M '-0"mlNmum 0elow prods TM lap sudece of boMpa U. shot Mva1.C m 9tho ha ant wnm Nape mRuiramnaa anon be In • S 1211-L4"X 41?LW GIRDERcpaw403 «moe wan R , II6 I -DN a-DIA STSEi COLUMN ON � 0 I $ J �4 zauoXra PC FGOTINO I R404.1CamreM FaunMbon Was shat be WrlNnrtted as est forth in section R404 and r ACI Ma.Bacmm shat not bs panel apeman to war onffl To ash has sulllclenl wenpm t 15.4.. ffi art has bow ancrwnd M to flair above,or has been SVMdwdy braced M Ph!,Ai ; — f g•.p" ! damape M IM bsdffl.Such bmanp b rod m9ubad Mr wets suppomnp Mw man 4 fest 3 DA STEE C pLUMIN ONNc _ — — _I. when the cedbun abon backfill.R4051 w wokin Drotp dNalnape system a rKK rOWM Ws _ g R whw me Mndaaon W to a tatMMd na wet a Sys rn G I SdIM, s eaMembttd seats n Table R4D5.11..pom«sun.maaxe mmdm a.m.n WM«mM ce*Ih R405-1 nd an a DA STEEL COLUMN ON ^ �- nhoreM or maecnry roGnaaaa,c IIaL mart earth ant ax'loce nrtMeble«usada zu% —l'-PC FCOTIND _40'-8• b 5,,0„ „I egna IonMd baba prods. a Ior — — �- — — ` ANCHOR BOLTS 48"0 C. J a,w ,ems .a R40e.1 FWndaaan dampproo"EX when naulmd b Ds waWproobd by Saabn UNEXCAVATED L — — — R408.1&2.mundMiamils e tat ranaid a Polish,sat he usi waves m - Waste babe Wade ahW be d Wdarriadfrom me tapamslootingtemefl AW in laeT WWOER TO PT LUXER 9aMl)TO RIM bade M ePP1Yaro Grle a ms Neatl dahwPrGGflhp or waMrprooSnp materials rased In EawO vymN trr DIA.Guv.LAG eats a yy Sectlon R408.In arose when a Mph water tads«ober wvam bsfl M nntlMons n b WASHERS IT O.C,STAGGER vERRCA u ry I are TI,an M eMan,eMerbr MiMawn mods man retstl sat and en hadMbM« B-G" 5-0" t T4" T-0" TA" 1'-0" I aeale apacm bnlw Matsu prat"Ib waterpmMad as per 8408 2 BEAM _oro __2-2Xe PPT _ —_—_—_ _ _ _3axe_PT _ ��"_[g _ 2_M PPT / _ _ _ _ _ _ _ _ R407 SMN aeumnsAll wRwea(Inaba and GUMida)M sMM Wlumns Mat W phren a N PoCKET — — — �l — {rr _ shop Wort al mdHrtb w pard,except W CORnb sera,std CGadd MMl. — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Appoved manufrtarn0 CORGM«MeeMtwl aaiMd sMsl aaumno with Mp bG&VV Plane §� 5rR"ANCHOR BOLTS 48"O C — — — — I215la GALV BOLTSMUTSWARIERS THtU GIRDERS $h M be Mata ro to @oder ant the 0otfan wllh wy agusdbM Mods on bearlrp Plane � e4X4 PPT POST ON I2MIN DIA P C FOOTMGS WITH H _ PM PORT BA6E AND 1!l NICIaXt BOLI embwed In mB wric ala alit. 8.5"MIN.WIDTH FOR TRIPLE 'PLY LVL GIRDER-SEE PIAN 2TlNG AREA 41'4" B'-0" 1" 3" - DECK POCKET 81?DEEP _ LVL POCKET " 101?DEEP p - u' y NR SPACE— - 3 T MINIMUM SEARING STEEL OR SOLID SLATE SHIMS R502.8'BP2 TWO PLV BEAM POCKET �PTHREE PLY BEAM POCKET ANCHOR BOLTS TO BE WRHIN B`-12"OFSILLPLATE ric Nicosia ENDS OR SPLICES - 3"CENTERLINE AT WHITUT e N INTERIOR BOLTS FEED A,96- BAND - -NIC 1 yi\ 414 Win Mnid,SniM M.Pod.leeenon,N Y.1177 'v .Y F O /4(u �PG C /9 T � :dakdaploni nst.nt'11,' BILLSLOTED SQUARE515"ASTM 30]GRADE80 `m BOLT WASHER I{ ;I LOT 3 OAKLAWN AVE. THREADED L ANCHOR BOLTS 1 AT 48'O.C.Vv1TH NUTS AND 2 CENTERLINE r!� SOUTHOLD, N.Y. 3"X3"%1?SLOTED SQUARE 7T0 CORNER WASHERS(SIMPSON LBPSM. BOLT EDGE e9 245 QE FOUNDATION PIAN -- FOUNDATION WALL T Job#:040170 Scale: 1/8"=1'-0" 8403.1 5/8"ANCHOR BOLT 48"O.C. R403.1X CORNER BOLTS 11 N Date:5/28/04 By: E.N. Rev: �t-3 FRAMINGNOTES ALL FRAMING LUMBER TO BE DOUGLAS FIR-LARCH 02.PRESSURE PRESERVATIVE TREATED LUMBER TO BE OF SOUTHERN PINE 02. TYPICAL HEADER SIZE IS TO SE 2-2X10 MINIMUM UNLESS NOTED NO HOLES ALOWED W LVLS OR ANY HEADERIGIRDER NOTCHING AND BORING OF SOLID SAWN JOISTS ARE TO BE IN CONFORMANCE WITH AFLPA WFCM. 2-2%10 LCA BTEPa DOUBLEUNDER TUBS,HEARTHS AND AT FRAMING OPENINGS SOLID 44M MOCKING UNDER NON LOAD BEARING PARTMONS.1 JOISTS TO B6" � CONFORM TO MANUFACTURERS 1 NSTRUCTIOUCTIONS.S. Mn X10 22x10 ,- m,ruu�u. _ 'x`�D h 309&2 _ a i — — _ _ — JOLLD BLAFrERS SHALL BE LOCATED DIRECTLY OVER TOP PLATES 90.1D Ni CLOmaDRYPR <. ]-Otto. I f J Y ro'.11'.2" - e� III`E%HAUBT Doti TO NIlIEPIOR wIm w 4 1 � SOLID BLOCI(INGI SOLD WEB STIFFINERS AT ALL SUPPORTS.DAPHRAM AS CAMPER,INSIA DIN � _ '-_ 1TJ" 7-0' M. BLOCKING AS INDICATED NAILER$FOR GYPSUM BOARD CEILINGS A5 CONFORMANCE wlm RINK AND n TJ" 7 .( i. 11,E-- — § REQUIRED.FIREIDRAFTSTOP CHASES AND PORCHS. MANMFACTURERa IN3TALunON D O VENT ���s INSiRt1CTONa MID DEiA0.4 (AMINATED VENEER LUMBER TO HAVE MINIMUM VALUES AS FOLLOWS: --�� LAUNDRY I. a o §ti E=2,000,000 Pei.FIFF 2800 psi,Fv--285 PN IF (_ KITCHEN T ' NOOKFAMILY h LVL5 TO HAVE MINIMUM OF T BEARING NO HOLES ALLOWED IN LM-S L 1, N � T LL b s - 3 zh8 DOUBLE AND TRIPLE MEMBER LVL$ARETOFASTENED TOGETHER - » WITHAMINIMUM OF ROWS OF MBG NAILS IT2-O.C.,3ROWS OF 18d Fa E o w NAILS 17 O.C.FOR IC-1S"MEMBERS.SEE MANUFACTUTRERS 4'-10•2-V10 Is M INSTRUCTIONS FON BOLTING OF FOUR MEMBER AND FASTENING OF >. ro2_i<c H mre�� CLOSE* § f 1 SIDE LOADED MULTI-PLY BEAMS. SB'PPE xcvPsuM SOARC ON 3'-10' N REF 12113N"z iVP LW ZV10, 12)1aM•zatrr LW CONNECT JOISTS TO FLUSH HEADERS.GIRDERS STEEL FRAMING a�+EtLINGA1D eEAlts wrtH lfr', 0016070 F HANGERS,AS PER MANUFACTURERS INSTRUCTIONS � E%GYPSUM B�MRD ON iNaIDE S ryi ACE OF HD118E NM11 ADpINIKKi - BFlA1NG WN1 O <� OARAIE - ti z SEE LOAD PATHISECTION SHEET FOR ADDITIONAL ROOF STRAPS, 4- B'6" T-� T-w HEADER AND SILL STRAPS HOLDOWNS,SHEAR WALLS,ETC. rlQ ml GARAGE QI t+y SYJ T 4" k NAILING SCHEDULE-MINS. AFBPA WFCM REFERENCE I, p5 4'THIDlt 3,000 PSI AR ENrtUINFD PC F• O 66 O yyyy��� 'IIIIII 1"TNI N SAND a+su kINED P ugh b E OB 5 d e =o NOT INCLUDING UPLIFT S HOLDOWN CONNECTIONS WITH Wte 1d1O DWIRE MESH, p x N Q �.� ypTd LOCATION Coornon Naas- /NAILS NAIL SPACING PITCN 9LAB rD wWHEM DDORa N�V /N ® DINING - n�• ` m ® 6 d LL : - LIVING 0 RooFICEfu4G: e $ o w Rodi ShngM 8 rmfmg nails Par Ngrrgle 17.2" 10-2" �` • r j SerSaaf Showthie hllarir Zone 8d T o.c edge,1T o c.fiea -- - - o k' z SM,,aal S marling-W peranflr Zorn Sd T ox ad",I o.C.as 1 • (2114M4 11-7W FLUSH LW r _ 9 ! uw 120 mph-SheaSllrrFf Podrrdbr Zane Sd 8'O.c edge, 8"o.e.IWG ^� 15'8" <" gJ" 4" N 156' �oz Slra dhi a FlWh a1(1 Fly"gables 81 S 0.0 edge, w o.c.flald DD .— _- wU 120 rtpN-®FlMM aM FBsq gables 80 4'o.c edge,4"CCflblO R C 5 6 2-alO _ _ _ _ e a2xw U RMbdfop PMN(b>nMteO) 3-8d Per raW me ie x8 H" — — = rc Comm Job✓TOP PNM(t(MiMaed) 36d Perlosl 6b / 1468 �4 11 age 19'131345-2 a Cali Job NwsIIsl Rafter(feulMNtl) 118(1 eatlr MR 8 CJ rwt an lop pssa / V NJ jCNg each lop IF G�S _ vs tl O n n dbTie W Ramal Onc r(taosnaMed) 100E WM 3-10d res®120 mph 2onee t4. T-g' Ts q•.9^ q'6° T.a (1BlmllbwroRaror(reoe-rreiMd) z6G exn en(1 Ran(/eats)b R~Mrd-neaed) 2-16d each end27 'ia� § COVERED PORCH RwLNa TO PGA(At POJTe--- DYWtes Boed-CeMbp5(1cod Tbc.a(1ga,10"ocflea—� WALL 22%10 22x19 Gypsten Bore-Wa8Sd cool T .C.edge,10'o.c flea 2B42 1211414 ztt-1H'LW �__' SnaCIU (Sheathing- Bbl 8"0.0 edge,12"o.0 flea 2.2x4 2.2x10 , __ Top Fab m Top iPlatecaC(bee-n-, 2-184 Per hof 28/2 7612" 5" T8' S. !. 8 61-IT 5' B'-10' 5"i 8'-10' 512' TOP PM at INOrmagtlorl8(1andMaG1 418E 24"o..edt sea 8-T' Sssd To Bed(IacrNibG) 2-IW 24" FRAME PPT TOP RAIL ON 2X4 PPT Headaoso iNo (tawarMd) 18G 18"a c.along e0pee 12'J" —� 10'6- 1S'6" 10-0" 15'-10' FRAME WITH 0 C.PPT POSTS N WEL TopRdaXn pass b assd(mrM raw) 184 pr surd -� DECK BMAX O.C.2X2 PPTNEWEL ToprHrlwnPW bqW(1osrIM1M) 2-100 pereW(1 23'8" j LIVING AREA — 41'J" _ POSTS-N��4-MAX.CLEAR BETWEEN FLOOR: b Fbar Jol"Rbn 2-IM For foot —•h- M'4"t sq S1110"11 TSG SWAIN-"& BG w o.c mage lT o.c Bete. WINDOWS ARE SHOWN AS ANDERSEN 400 SERIES TILTWASH WITH LOW E GLAZING.VERIFY ALL QUANTMES, �A?. Jabtb SNPbWGoo4 lMenalmG) 49d mch mr ROUGH OPENINGS,MULLIONS,TEMPERED GLASS LOCATIONS BEFORE ORDERING WINDOWSMOORS AND BEFORE T Bbd ftb•�'(��' 2� can JIM FRAMING OPENINGS MINIMUM DESIGN PRESSURE FOR WINDOWS AND MULLIONS•DP30 Bbdft ,JONt(Top pa(1) S-I saMeM EXTERIOR DOOR ASSEMBLIES TO HAVE A MINIMUM DESIGN PRESSURE RATING=DPND. LSdd'gbBT BTop PNte wlemgael 1184 eachblodr Je Sa1pio TOB (fauotagad) SIN WIWIamnal Jost ovist WJ To Bernalled) NeO) 36G psi Bod Lost 0 JdN(SIMICIale(boLne) 118E perldst Berl Jost b APPLICABLE LE TO BE) ORM CE WITH PporlCot O EKED APPLICABLE TO BE FCONFORMANCE ON AIL EO INSTRUCTIONS TONS POWERED NAILER$:115E MANUFACTURERS COMMON NAIL EQUIVALENT LIST OF ABBREVIATIONS �. Eri c Nicosia APPROX. APPROXIMATE /Uj' �D ICc1,1• -'\- ARGNITF.GT APA AMERICAN PLYWOOD ASSOCIATION 114 Me SP BEAM POCKET a BtraLBuib M,Art JM(531) N.Y.JIM CO CARBON MONOXIDE DETECTOR C in ens am.TMelrone:(a01)d z*d8 Fax:Fan g2&9549 C.M.U. CEMENT MASONRY UNfS M.artfNednN DP D MGN PRESSURE RATING FJ,CJ,RR FLOOR JOIST,CEILINGJ01 ,ROOF RAFTER 1 rr LOT 5 OAKLANN AVE. PC POURED CONCRETE FIT PRE SURE PERSERVATNE TREATED WOOD \'PA ,F SOUTHOLD, N.Y. UL. UNDERWRITERS LABORATORY "9 Q O.C. ON ENTER SPACI nI. AFIR5T FLOOR PLAN TYP TYPCAL SD INTERCONNECTED SMOKE DETECTOR N PLUS OTi MINUS JOWL:D4D17o Scale: .--T=tr-V A-4 Date:528/04 BY:E.N. Rev: PLAN REFERENCE NOTES R308 Gal N hexanes WcaYOna shat have Oaring PrMaC on In aadarmm esM R300 In general,gazing In all doors&feed side Pawls,Glazinpe Was that BY above sunless d ams,Nwen,ek.GI®ng wast in 24"rc d door M dosed position' alga was Min SIV all nor.Glrsings over 9 square Net ane Mae titan 16•above noon Gazing nor seesayMardirge.See complsa text d R30e.4 Glaring for opacifies on -0„ locations,and e%oepae. 6J" 4' 1943• 4" 2'-fl'• 4" 5'-V 5 — 12'4" R30&S Ent"and sloped gyring shall comply with ths aedlon and have UIY Ishii OWN. I — — —3046 — — — 1- 1- 90/8 3015 _II __ _ — —M46 3016 -1 R309 Garvpe ageing gebctl0n and saparetion required to W as noted and in _ 3.gto cmblmws v.Nh R309.Gree nor eurtacae"W SIM"m fatlfeale the movement d TOT2W - r 2-Wit li - Igud,b dWn Newt the roto vNikle enoy Ooommy. 5'41'= r 4. .�.. 5•.3' BATH e• rp' &'-°" 4" R310.1 1 M e.aW y escape and rem openhgs shall have a minimum net dear FQ ' MASTER TH — e'Cuc §:1 o8 o el-'-.'i I opening d 57 Muco fax 24"minlmwn dear opening height 29'mininum der opening e ac CLOSET ti'i ro b tl '" m i(YLT�I ® WI M,44"sex at halgM. c3'I ` ^l BEDROOM ,!IrI� .., b ecLc oki ori 4 BEDROOMS lobe f7 FINAL,OMPOINSTALLED STAIRWAYSHANDRAILS,IVE GUARDS DE SECTIONS. INSTALLED C FULL CONFORMANCEWITH SHIERRALLATI NE CODE SECTIONS.PRCHffEC71S O b 17-10" +�, _ .5 R g W NOT RESPONSIBLE FOR THESE INSTALLATIONS. sas Li io I -1 - it tt^^ AR R314 Sumas Mall net W less Man M intoes In door width at all points above the 3'-0" 1'-tq' prrttlMd he"hoot rat below tiro required troedroan MNM Handmil,MMI Trot IF __ — - — —P. pr*d mon Man 45 inchas on Mtlror aide M the salmaY and to ranMlllm dei wNlMd T a'. Co 17-10" ..� a Me statway r and tebw the hernia hMght rduMrg toads and landings.shins ride be �I — __ 1tl-6' - r'8• 6A" HALL B ,Ri7t' CLG&ET b Tess tern31.51om,either,a andal is InsWMd on ala aka and 27 inches abi 32%to FLUSH e'0.G n IC. N handWN Me provided on both sides.The medlnum dor thistle Me#$25"incl the q CJ HFAGER 61.' Ip inherent,Used depth YUI be 9"in canfermanca age R314.2.Mnimun headroan 5•$'M a rFi seen Mas W pro~eiM ilNmMatonin socddance with Sai R303.4.Enclosed 3'-2" 4 6•J" amecl0le spare under Main mut haw w Ils,under Man vurlace and My e01AU Pntewd gay 9{e RF 18'OC &S @ an Me ennWseOMM with i/2-Inch%PsunlWrd. 3%9 CT 1B'CC zea ell is oc R - R315.1 Hanna havng Mdmum and madmum hegh s d Ss Inches and 38 Inches, - MASTER BDRM to rc 6 -b a e XG onesWmays AllPll roqulnd hrMraM ext W centnuow Matins length dtlw eMh �' zee it Ines m WK BED ROOM4 b� b' �'. — was triormas rare homepoim dlmdy stave Ms by Mrdanghtroaltdm ainc5y T 2-9io 2%a CT to oc i� �u 3 s,I li / atone the lowest deer d the night Ends MSN be Maned or Mull trmnwr b nrowM Posts E iris r safety atmMas.HanM'Nlo adjacent b a was shat have a epee onnt Was than 1.5 R R in,M,,(98nMn)DatWearl thearW ild Me han".The Neral portion of andmW MM CTIA f - hers a dreuar cross section d i-1M home IMrlimum a 2-51e Inches Muerrum Edge OPEN BELOW �I m rrgw Mll6" r7 b UG R316.1 Guide are a W mnimum 3811ichea(911mm)M Wight Open ekes M abbe aIM 15'x" 4" rJ" r 2' 4" 13•-2' 4" a era dee M mre Man 30 Mdas atgve Me floor or grade balsa eat Mve guards(each 91fELFI I 24b0p / F side)nut bas Man 34 inches In hMgM meacued venioelly nom Me noting M to bead, ' DGGBtE c� oiii _ (Ssoind"Mums an rac0mended b be higher.)2Lto _ r(' 3048 3046— h 2-ono _IP — R31715irgle aid rladtlplo-saWn Mwne enema sero W inetaWd M eadl Msepinp room. L e P`oaao odMde aconin"Posts,b,Wng on,M Me Immediste vchay d the tednonnson each 3&15 I — sddhaws MM M Mw deleting.inducing Messiness The Nim Wvkas MMI W 5-4r, 64" T-11' 7'-11" interconnected in such a maser that tae 9MAIMin M m Nim cos aCMMa all d tiro - F Harm,M IW IMivkual unkThe slim Mae be deity audble In en becroona,over asset G AREA bedWound nose arms wM all nnenir rveg dors dosed.At amore Mrs N and headed in accordance withthe pnnnslome dMs ride and the household nrreamng aq l� _ + — — _ — _ — .gagmen provisions of NFPA72. 15'-IV 1tl4Y' 15'-101R310.1Z WeN and calling wastes not er Men 200. door windowhi Mall haves rima-spread tlaeaMlcaton M not gneatr Man TOO.W W and cannlg IIMMwe Meth have a 11YJ•' 41•A' smonr7,M pad ands%d not greater Man 450 �� R322A vapor seam&Mall W lnsWMd in mfM- Me wawintr oda d as MSWeson 52'-0" . ED AJ�+CL\' R1001.1 Maen7 d M ateY,WI W mebudad,asdgredrlpponeU and reirromsd ell A - F• •7 required M Mb duper and IW applrcade pmusbns M CMPbra 3.4 and 6 with apwAd* NI Cps/ :� dsrencas a mnmustbli,and beebping. P4(/ 9 �� R607.1 Atlk smcc.An N1k access oPMM9 Mall be Pr0MW b auk areas Mr asoeed 1�- 30 agate feet and rico s vedcal hegN d 30 inches r gMtw.The reugMfrrnetl opening shd M W Mus Min 22 incense by30 inrnes and Mall W foisted M a a Y r oar real amssbW bta on A 3 Mch MMMim ubbsbuded headroom In the attic space Mas oe pmvlaed M some pdm above the mea opining.See Section M13061.3 l L for awes mummers,where mechanleal equlpntsnW located In attica J� C Q R&08.1 Cr WuWtb Mnaetrl MNI W aepraud a mMMum dmoane hill�eeeed �\ y'< 7 yQ lighag fesaeermMWbreand estituses ndudrg Wvim,acepanueM In the cWWw etipulartl I the fldures U. Receeced Wn NI 013 In Me buMrinp YIr1nN envelops MMI meet Ma rpdremeM,M Sedbn N1101.3a� WIND BORNE DEBRIS PROTECTION Eric Nicosia Aro,antis hurroM,prgain one re ,efttin we has M to coastalneon high eater line WTen OI PMT R507 ATTIC ACCESS THERSTRIPED 314" ARGNITECT Me W,keind speed a 110 mess pr hour r gle es0 or when,Me bask wind Speed 16 equal a A IC,I PLYWOOD HATCH IN 27'X37'FRAMED OPENING or greater Min 120 new perhou mut ave plated openings prdacted from windWme deWc. = WITH DOUBLE CJ AND FRAMING HANGERS 414 Man Israeli 203,Pon JaMerson,N.Y.11777 Gloved OpMng PSWMonter wMdbae deers Mae Most Me noWnshsnb M Me large Mose —`— 1 DOUBLE ROOF RAFTERS WITH FRAMING HANGERS TesphinE(on.ono Ledo1-44M Fa%:(531192&9513 Ten d ASTM E 1996 aid dASTM E 1885 Mslencetl tlnerexs.WOW seuAunl piste Nth a - - gn AROUND OPENING FOR 30'X45"GL SS VENTING EMMI:mMted®opbnlle.nd mthMaan thldoleee d 7/16 YM and a ma%Imum spin M 6 aM shall W PemllMd br opening ;81 T, SKYLIGHT INSTALLED IN CONFORMANCE WITH /� ��/�I&�� protection in MIF and fxo-,thy bukirgs.Panels call W pawl b Cover the gated opan'vge �''�_e I MANUFACTURERS INSTALLATION INSTRUCTIONS. LOT 5 OAI<LA4 \I7 AVE. so,aeedMrd hrtlwue goaded.AM onrhante shall W Mended M accordance win Tees _ _, DETAILS AND SPECIFICATIONS.GLAZING TO 41aN!rWbr MSN W Winged a most Me amporams ark dWdng IW W OmenmiMd m bCC rt, CONFORM TO REQUIREMENTS FOR HAZARDOUS SOUTHOLD,N.Y. axwdinmwith Mayo sbmdine Code LOCATIONS HARDWARE.2-IM'oneSCREWS IB"O.C(12"OC.IFPANEL ISOVER&'-0") 5ECOND FLOOR PLAN SHUTTERS SHALL BE IN CONFORMANCE WITH AMERICAN PLYWOOD ASSOCIATIONS Job#:040170 SCSI*: tlB"=,��Ax DESIGN 01-SHUT ERS FOR WOOD FRAME BUILDINGS ��� Date: 528/04 By:E.N. I Rev: ] ID RIDGE RIME T ENERGY REPORT' Canpryerlc,is dMmWrrd by MM ofTha USDOE eaaYror9 approval by Bre aeaelaR a 12 VENTING TO BE IN CONFORMANCE Mare.TNre gerrerm provalaM atha Rana,Yak Shale Errerpy Carew CmeNkOa^ 85+- MATCH REVERSE GABLE WITH CHAPTER 31-VENTS 7MIN VENTS THRU ROOF Cale,Crimper 5,Became 502,503,504 rN 505,She W mat &12 PITCH MECd`dKk COMPry R4Pat �.-1.5" I«15" Rea Yak SbtaEwe Conwrvetlon Corrovursm Cafe WC 1.25' MOLINrY SaBwaro Velsbn 9.5PE:DO 1a V �WC LAV COUNTY$MRMk,HDD 5750.TYPE:Dmatlxd 1 Faintly,HEAPNG:NaFEbaric USE 20 RAFTER LENGTHS SHOWER 2,� SHOWER COMPLIANCE:Passes TUBA Maltlmum UA a 447 R-301NSUL 4F0UREBATH SHOWERBATH 5.6%Of rnan Cam Arses C" Calc orDoa 5 FUTURE UNITS 5 FIXTURE UNITS Prmeler R-VMue R-VMM U-Factor UA Cs8hp l:Flet Ce" 1280 30.0 00 42 -- Ce"2:Catmdrm CxMp SO 19.0 0.0 13 S. 1.8" I SkyI K WO Fraena,DEI Party 7 0 420 3 WC 1.25 04 �rl WASHER Wal 1. 1.Ar Fromm,16^o.a 2889 11.0 0.0 121 �J STANDPIPE Wriclow 1 �Low E 306 0 W 13 12 `• Door 1:Sold,plate! Low E 40 0 340 11 LAV SINK Door 35 0.220 8 \� 45 ' 2" 3" �•• Flom 1::WoolJ�1�Moists 1290 18.0 0.0 65 1^ 12 BATH I KITCHEN ii WASHER Borya 1 B2 AFUE R-13 INSUL. COMPLIANCE STATEMENT:The PvPond bulkl 1p IepeerdW h INS dpaBnera re 4 FURURE UNITS 3 FUTURE UNITS 1 PI%TI9[E uNR9 FRESH 3"WASTE AIR IN WWaPpRtlSba theeubmlBW etltll tlon The ProPowd sYSrrlre riaYeMbeer 9axPrE W RIM 4'HOUSE DRAIN SECTI NNew,YakS Ebro harpy Conserv COINAMBon Coda r*quhVNaa. m C TS AS REWIRED HOUSE TRAP a BY SECTION P300.53 - ARCHITECTS SERI.SIGNATURE AND DATE Ni TITLE BLOCK 12'APPROVED COPPER 4"CAST IRON SLOPED TO SUPPLY LINES APPROVED SANITARY SYSTEM ENERGY NOTES: 3M"COX PLYWOOD PLUMBING RISER DIAGRAM DaNV2.0Flat o"Cal-3DoorAyR-19.hxvilykr Rion.Vorbaan9.rE" CaMp 2:Ca6rtlrm DMMQ,R-18.0 aaMb NNaBPc Ventlletlon bexea. BRIDGING R-191NSUL SCHEMATIC-NO SCALE Wary i WOW Froths,18"O.a,R-17.0 oxry heuletim Whdors:Udaaar:0.340:Andersen-Lw E GMMng Skyt":Wood Frame,Double Parm,LLfacbr.0.420 Doer 1'.GMM,U-footer.0.340:AWeaan Dr. m Door 2:SWM,U-factm 0.220:SIasYFlb aglam r Fborg Fkor 1:Waotl Jae,Ow Ummrtfior tlSpace,R-190 OeVetyI raulalbn HVAC E,,p RNa arebBW m wNIgrrlalKC afh Sector 503,SOI 82 AFUE MM Ar LMkmpa:502.1.4Jams,penetaborm.and M Other auch OpeWnpS m Bee bWklbq ervaope that re aaau3 of Mr lwkw mum be Haled as sped5ed M 5021.4.2. Reaeaaed 11"mux be Type IC real aWx hsbmad with M peneba9rx MCMd a SECTION A—A g,,bb Wpw mrWkgarroOwa.mn space,VM"Relydrtobe RooFRAFTERS TO Ore Bee wamin-wether Mdaaaemrvvanbd caFrge,waYsanoan.l.o perm mol. RAPIERS AT RIDGE momri IdarNacellen'.Materials arM equ"n TWO be MantlBed M Nat OarlptlrCB eM W datarrrllMtl aW mux ba NkXa1M h aumNarKe vdth the menulaWMs haletictlan matruMons rM code.Due hMlatlon to oonlerm wdhSeddon SW OUTLOOKIFLYRIG GABLES IF PROVIDED: 4-Sd COMMON NAILS IN EACH `` FkmmiMbgAMth aplaa ust be ed JW7atlnp mmW rtmMW bePn d aome NAIL ROOF SHEATHING WITH BD NAILS 4"O.C. END OF 1.114"X20 Ga.STRAP 16" \ RIDGE CAP SHINGLES ON TYPICAL— CONSTRUCTION ASSEMBLIES arm must be provitlen rM a aouw of wmbustlan er.M Requiredby Bre W" TO 4'-0"FROM GABLE END.USE HT7/RT7 QC OR 2X4 COLLAR TIES IN � CONTINUOUS RIDGE VENT -- code SerRom WHatl ater eng to M Installed h mdamanca afth SxSon 504 lnaWale / ' \�-- . . HOEDOWN AT 2X6 LADDER FRAMING 18'O.C. UPPER 113 OF ROOF 18"O.C. \ _ _ 2X10 RIDGE BOARD ROOF CONSTRUCTIONorwMmlp hot Marr WMs b Bro levels h Table 1HMBnp OW Cm"PPIVmMladon b conform a0 Section 503 SHINGLES B NAILS PER SHINGLE,ASPHALT ROOFING INSTALLATION IN BALLOON FRAME ALL GABLE END WALLS — — CONFORMANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND CODE OR BLOCKMRACE GABLE ENDS T0101Ni ROOFRAFTERS TO STUDS \� WITH APPROVED UNDERIAYMENT,FLASHINGS,ACCESORIES CEILING DIAPHRAM OR PORCH GIRDER _ �' (� — — SHEATHING'.)NB"APA RATED PLYWOOD,WNNLS AS PER NAILING 9CHEDUIE. 4-ed COMMON NAILS IN EACH CJG A-LUMINUM GUTTER AND LEADERS ON 2XB"FASCIA BOARDS ,\1:j� NICO END OF 1-1/4"X20 Ga.STRAP-OR RR YMIN LA° WITH CONTINUOUS VENTED SOFFITS -USP RTI0 OR SIMPSON LTSI6 /4 -NAILS PER MANUFACTURER. ! _ WALL CONSTRUCTION' l� CONNECT RAFTER TO PLATES \ AND PLATES TO STUDS WHERE - _ NriNSIDING ON TYVEK WITH NOT ALIGINED m'mv b FRAMING —JOINPNANDONT)OORTAPE ON 7/18"APA RATED STRUCTURAL SHEATHING Ir STUDS TO STUDS _ - /wcNORa TO ON STUDS 18"O C.SIDING TO BE INSTALLED IN CONFORMANCE WITH R704 5 (P y AT SECOND FLOOR / r MIN L4P �' A °°ERE WPLUCEIUNO BOARD:I C MIN.GYPSUM BOARD TAPED WITH 3 COATS SPACKLE. ��.,'$s 5 A0ntP 4-Sd COMMON NAILS IN EACH RIM 90A fP END OF I-i M"X 20 Ga.STRAP. I FJ _ROOF TO HEADER HOLDOWNS 16"O.C. /. SIMILAR AT GABLE END WALLS IT\ (WUG / &ocellrc i'� PBO HEADER TO COLUMN CAP Ofir GUARDS AND APPROVED HANDRAILS-SEE PIAN NOTES WINDOWIDOOR HEADER STRAP AT / ro ' -PPT DECW'ORDER/FOUNDATION. SEE PLAN NOTES EACH JACK STUD:1-1/4"X 20 GA STUDS TO BAND JOIST a .I COLUMN BOLTED THRU DECK JOIST gn Eric Nicosia NTH TH p)Of NAILS EACH END AND FOUNDATION GG - AND USP MP4F OR SIMPSON LTP4 W TAGPLYWM WIF GLU D - W-RITeCT 441d COMMON NAILS IN EACH END OF / / R,GLUE 2X4 HOLDOWN CLEAT IW O C PLATE AT SILL TO BAND JOIST. b 1.1/4"X 20 Ga.STRAP 16"O.C..WRAP MIG wuL i UNDER SILL OR USE USP MP4F OR _ BOLTED CONNECTION-SEE PIAN NOTES 414 MaxiSaeel•8Wro M.Port Jear°O) N Y.11777 SIMPSON LTP4 PLATE 32"O.C. FJ y RIM BOARD ran T EmsiklrWlBaW®cplanlinee�bp�3 soup __COLUMN BASEMWDOWN:SIMPSON P84 5ANCHOR BOLT948"O.C.WITH - BLGCKNG TO Il ANCHOR BOLT B" /�y� /L��LI1�� J� 3"X3"USP S D SSU E WASHERS- BGLTEO LOT 3 0111�L♦•V\I� AVE. SILL ERMICONSTRUCTION:2X8 PRESSURE PRESERDONLY TREATED SILL ON SILL SEA IT ON TERMITE SHIELD ANCHOR BOLTS AND HOEDOWNS PER FOUNDATION PLAN SOUTHOLD,N.Y. STRAFING TO BE GALVANIZED ASTM GRADE 33 MIN. POURED CONCRETE FOUNDATION WALLS ON CONTINUOUS,KEYED FOOTINGS SECTION/RISER/ENERGY BEARING ON UNDISTURBED SOIL SEE FOUNDATION PIAN FOR WALUFOOTING SCALE: 3/8"=V-0" SIZES AND BOLTNFORMATION FT — vr�lr l wIANECTIONS Job#:040170 SDaw 1/8"-1 �" A_6 DAMPROOFING OR WATERPROOFING AS REQUIRED BY R409. Debi:5/28/04 By:E.N. I Rev: DRAINAGE SYSTEM IF REQUIRED BY SOIL CONDITIONS. TYPICAL CONSTRUCTION SECTION 4"P.C.SLAB OPTIONAL VAPOR RETARDER ON COMPACTED SAND ;NT T� r IT T i�r ► r- �ZJI���l��r�ZCZTiTl 1�-i�, PP�1�. ., �-►ST Applicant/ Date Owners Nalne: Reviewed: /� Architect/ Date Engineer: .rte Y �, � Submitted: SCTM #: District: 1.000 Section: 0 Block: Lot: oma. 3 Project �/�7 Subdivision Location: 0217 ©t �•LY+�A.vt �� Name: Sin&lc& separate Required eerltfica(ion: Yes/No J� --- Loningt)islricc Req Req. Actual: ( (Lotcoveragc �I'rolwsc��/ I Req. Req. J R Q'ron(Yard _Proposed: 10Y4 Side Yard �' 3J w P° --�_l l Proposed: J [Rear Yard CS-L) Proposed- Project roposed Project Description: a- CX"' t AGENC=ERMITS � UIRED W N.A. rmit FOR REVIE . YES u ber 'ro t' S`1 Suffolk County Health.Dept. New York State D. E. C. / Town Trustees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation??? �� Flood Zone: c X Notes,- Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * 06/03/04 Receipt#: 0 Ansaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Check#: 2498 Total Paid: $10.00 Name: Gendot, Homes P.o. Box 534 Wading River, NY 11792 Clerk ID: JOYCEW Intemal ID:95313