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HomeMy WebLinkAbout30780-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31945 Date: 10/23/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 2826 COX NECK RD MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 113 Block 8 Lot 7.5 Subdivision Filed Map No. Lot NO. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 9, 2004 pursuant to which Building Permit No. 30780-Z dated NOVEMBER 16, 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to CHARLES & DEANNA SNOW (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 96920C 09/17/05 PLUMBERS CERTIFICATION DATED 08/31/06 THREE B'S PLUMB.&HEATING Authorized Signature Rev. 1/81 s,EN s TC Form No.6 /a D LOX $-6 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT 1A7X1 T T17Zt C K N /y TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. \ 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.00 Date. �/t 44 New Construction: Old or Pre-existing Building: ✓ (check',one) Location of Property: 9L%-2,60 L' y k /(/ECIC, e�. &W--r/ rn�e) House No. StreetF� �,ll Hamlet Owner or Owners of Property: a flm Les *"V b D�Exy t 5wo z/ Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. 3,9 Date of Permit. Applicant: 5PY6d Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ )� p ignature Q.c _?,2o k co�3i4�1�' 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. 30780 Z Date NOVEMBER 16, 2004 Permission is hereby granted to : CHARLES & DEANNA SNOW 48 BELL HOLLOW ROAD MOUNT KISCO,NY 10549 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 2826 COX NECK RD MATTITUCK County Tax Map No. 473889 Section 113 Block 0008 Lot No. 007 . 005 pursuant to application dated NOVEMBER 9, 2004 and approved by the Building Inspector to expire on MAY 16, 2006 . Fee $ 681 . 00 Aut o i d S ' ture ORIGINAL v. 5/8/02 07/18/2006 IS_:21 FAX 2128497052 SNOW BECKER KRAUSS P. C. 10002 -- 07/06/2006 14:55 6312001739 AM ELECTRIC PAGE 02 Electrical Inspection CeWfwate t4uw�br r SMOG WiTFA 06 a7saw� raM radwoow.l4ow YoA 11772 tp1)26"M Strom. 20M COK Nock P,"d Zip; 11952 Town:SouUfold ' _ .. .. .~ L.IC.1f 31862•ME cafu'afxor: A&M taatrioM carte Ltd. WramNMfaMuMbMInWff*Wmwo'I NMon1 fie• p eajonW W p JWOdOQW O Pool ® lotpW ® Yfdwwl O IWOO fa dIlotTub 9J R.oldoMw ❑ OMt.a.r.a• [3 Atao ®21w Plows ® awdowr Q AddMicI ❑ 90VOY INs1ws AIC P" Snpdwo Rrogl"Iw` 3 2 48 28 35 5 WOMWOMWAMM ono NNW IMf°r°;°wr 20 1 30 1 gas 1 x 4 .tam Co cafto . u.tr AMpo IMow 41f2iW� 1ioi4 1 MO, pgm& 80780 MorMoraft nfa n G T Pon 17 Vaok��� 17 Vw* Hugo& Slp+d! s P1f2sldYfl� fiw9a�wf jIfa Ms rArlq I @ Mc tfoprrton Myf AlYlon l9 This wr99oMlr ofwtwal b�e#wwafn wwl nwwflr �nlmyfrfOwwtMdbwlro�d Town I Incl, 53095 Mein need H T --_ Cnx��YCs)-26�-1823 P. O. Dox t 179 u Yc Telephone(516) 765-1802 Southold, New Yoik 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E It '1' 1 P I C A '1' 1 0 N DATE: August 31 , 2006 Building Permit No. 30780 Owner: Charles neanna �nptq 2826 Cox Neck Road (please peint) Mattituck, NY 11952 Plumber. : Three B' s Plumbing, Heating & A/C Corp. (please print) I certify that the solder used in the water supply system contains less than 2/10 of 18 lead. /2�z� 4zz� (Plumbers Signature) 4Ge-� Sworn to before me this 31st day of August , ),-'(_-2D06 Notary Public, Suffolk county 9110en M. Mosohe Notary public,State of New York No.4826942 Qualified in Suffolk County Commission Expires January 31,20/D tog SOUTy�� 3 7X-6 Z `® TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. ( ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [J FINAL ✓� [ ] FIREPLACE & CHIMNEY![� \] FIRE SAFETY INSPECTION REMARKS: o-h.P- DATE �' ' �� � INSPECTOR '�/� 3 0 ( o o 7� 765-1802 BUILDING DEPT. INSPECTION FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION o REMARKS: / �` © -t:F- DATE l — v �� INSPECTOR �" 3 0 / ffo 2, 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 1 \ N DATE _( °2'bs INSPECTOR �.� souryo� 3o 7 go z *©} TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [X FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:. DATE °2 r�OZr �s INSPECTOR ho��ty SOOTy�� / 0780 l��bON1V�` TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ;< FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE � -�S INSPECTOR ,POF SO//TyO� 3o7go z © TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [X FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: Dz-- crJu2 O�. DATE 3 _ �s INSPECTOR �' ho��oF souryO� 3 o 7 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: — �- — DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C�-- DATE �- ©s INSPECTOR * ,OF SO(/T�o* ,3o7 �o �- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION�D [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION �Q REMARKS: �0 dam— Lc AID oNE ff.owJE- , D DATE 6 r� INSPECTOR yl- p� � 18 October 2006 Southold Building Department ROSSETTI PERCHIK, A.I.A. Fax #: 631-765-9502 A R C H I T E C T U R E RE: Charles Snow Residence 2826 Coxneck Road Mattituck. NY Building Permit # 3078OZ 2 3 SCTM#:1000-113-8-7.5 Chief Building Inspector, This letter is to certify that the above residence was built, insulated and fire caulked according to plans submitted, and the NYS Energy Code. If you have further questions, please do not hesitate in calling on me. ��ottuuf�sarrurr�'i Sincerely, Rossettim£ trr WN atk4a 29 MAIDSTONE PARK RD EAST HAMPTON, NY 11937 631.324.6250 Phone 631.329.5972 Nhx rometti@t,paia.com RP/htf. PROFESSIONAL ENGINEER 1725 HOBART ROAD I PO Box 616, SOUTHOLD, NEW YORK 11971 TEL 631-7652954 • FAX 631-614-3516 • email: loseph@Bschet9.com Date: November 2, 2004 Reference: Charles Snow Southold Building Department Main Road Southold,NY 11971 Dear Sir, I inspected the subsurface sanitary system at 2826 Cox Neck Road, in Mattituck on November 1, 2004. The system consists of a 1000 gallon precast septic tank and an 8 foot diameter 12 foot deep leaching pool. The system was in functioning condition and I certify that it is adequate for a 4 bedroom house in accordance with Suffolk County Health Department Regulations. f NEWY Q� a4�SCyF�'0.9� �v • + 9 r W NP J s , .E. s,��wmuo�.aoc FIELD INSPECTION REPORT DATE COMMENTS o FOUNDATION(I ---------------------------- FOUNDATION ------------------------FOUNDATION (2ND) z ' � O 77 ROUGH FRAMING& PLUMBING r a � o 3-10- -� o r ERN.Y. - H CODE _ -la-o 3 FINAL - ADDITIONAL COMMENTS O� - 2 �� & 0 z z m z l.n � ro l 1C" O z x r y d b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT 9 2004 Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 300 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined 1/ 1� ,20 � Contact: Approved // ,20--X Mail to: Disapproved a/c Phone: Expiration Building Inspector APPLICATION FOR BUILDING PERMIT Date l� ' Cl 20_!$__ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions,or alterations or for removal or d oh ion as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,lousing d d regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ( 'gnaime,of applicant or name,if a corporation) o�X l.U.S Wgam►1e4 106, Itu s (Mailing address OY applicant) State whether applicant is owner, lessee, agent, architect, engineer, general electrician,plumber or builder Name of owner of premises Cftsiql,t Z� 4- 'bQe.w6r SA10u) (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. a, .015 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of an which proposedw will be done: HouseRur'n er Street Hamlet County Tax Map No. 1000 Section 113 Block 19 rP�a JOW 1 ' , Subdivision Filed-M*"." (Name) e 2. State existing use and occupancy of prises and intended use and occupancy of proposed construction: a. Existing use and occupancy prises 'm(.Q - b. b. Intended use and occupancy e-s tdp.Ve.ci' 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost e2 go 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_a 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N 7. Dimensions of existing structures, if any: Front 20, y Rear eZ 0,y Depth Height Number of Stories , y Dimensions of same structure with alterations or additions: Front S 7. y Rear�� Depth '19" rueL utak Height aq; Number of Stories I 8. Dimensions of entire new construction: Front 7.4 Rear 3 Ci Depth 3 Height 14' Number of Stories 82 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES_NO !/ 13. Will lot be re-graded? YES_NO V*�Will excess fill be removed from premises? YES1/ O sa•l -? 8 lia6 14. Names of Owner of premises gtst Address ,2 E2 G COY Ne[Y�hhone No. Name of Architect o _AddressSVjQ;oe Phone No 1.31- 3.14- L24-43 Name of Contractor Address o honeNo. (031-.2SS-630,0 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COU/N`TY OR<' /�d L) l�eOYQP . �/ L ( �'�- being duly swom,deposes and says that(s)he is the applicant (Name ofndividual signing contract)above named, (S)He is the 00n+'ra C—qrd, (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 knowl e d belief; and that the work will be performed in the manner set forth in the application filed therewith. Swyrtg before me thi L/ r� daa�y,of �QV 20- NotaryPu lic Signature of Applicant Z r068 orf New VA k Coun& 09 70127Mpg 18;2W a e 7 xy' A y� E LOCATION OF SANITARY SYSTEM AND/OR W�j WATER SUPPLY FACILITIES NOT GUARANTEED AUG 11 20% OFFICE OF �YASTEWATER MANAGEMENT �l SUFFOLK COUNTY DEPT. OF HEALTN $ ERVICE$ Y, I Q ' I r 31r q. T�w �Sy 4 t jjy P 17 2004 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES checkSoftware Version 3.6 Release 1 Data filename: F:\Documents and Settings\Ross\My Documents\Office Projects\Habitat\SNOW.rck PROJECT TITLE: SNOW RESIDENCE COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO:0.12 DATE: 11/15/04 DATE OF PLANS: 10/08/04 PROJECT NOTES: 11/4/04 GBM COMPLIANCE:Passes Maximum UA=439 Your Home UA=363 17.3%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimete B-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 1000 38.0 0.0 26 Skylight 1: Wood Frame:Double Pane with Low-E 25 0.440 11 Ceiling 2: Cathedral Ceiling(no attic) 390 0.0 32.0 11 Skylight 2: Wood Frame:Double Pane with Low-E 35 0.440 15 Wall 1:Wood Frame, 16"o.c. 2260 15.0 5.0 116 Window 1: Wood Frame:Double Pane with Low-E 161 0.340 55 Door 1: Solid 40 0.340 14 Door 2: Glass 119 0.350 42 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2200 30.0 0.0 73 Furnace 1: Forced Hot Air,78 AFUE COMPLIANCE STATEMENT: The "M"�/�represented in this document is consistent with the building plans,specifications,and other cathis permit application. The proposed systems have been designed to meet the New Yo r`� ••• LBGjS�jy onstruction Code requirements. When a Registered Design Professional has stamped and si I ey$r&==tea``�$ing that to the best of his/her knowledge,belief,and professional judgment,such p s i.gmpliance with this Code. Builder/Designer lr Datefi - s—' 019 '�>r��„�® 191 19 LOT AREA = 64,250 sq. ft. TO TIE LINEK LOT AREA TO TIDAL WETLANDS LIMITS Mnoo DOCK umNCK MATTITUCK CREEK e4•r4' DOCK DATUM N.G.V.D. LOT AREA TO TIDAL WETLAND LIMITS = 70.350 ± SO FT SEE DOCK WOOD p� D= OmNC1t Gates STEPS M�p,ML r' �,�,,m `0►` No j '+I 0¢ N 5 1951.00"E 115.20 0.81' 51 G.O. S 3617.00"E MtM.taNO wow x4* / BOTTOM OF BLUFF DOCK DETAIL A2Op•E /� n As 5 / ± r,TOP OF BLUFF steps FD WN3ti� AD TOP OF BLUFF multi level > fr. wood deck I dwell too' sets�at LtMe FROM MET W706/ ewe• psr 7-1 O ` N cV SET / e n SIX WON 55.6 59.2'dy N WMIM �, 85'8• N lr07'5g W SET Sm 25 00' MON/ .ems. ewd drtm < d / gravel drive. W I N In Ir 0 1 1 o z 1 " 1 \\ 10� \ I \ \ 1 I NOTE \ SSS��� AREA FROM TOP OF BLUFF TO c ry COX NECK ROAD ZONED X bAREA BY CREEK ZONED AE rn FIRM FLOOD INSURANCE RATE MAP — PANEL 481 N 19.07 Sa-WI Y N 142.05 NOW FORMERLY FONTiWq ,W I� ip i# Ci o. n m � z ^ � z � n zxoo• h MM C1MMIrE OF NOW OF EMS AND OR VARO a COV �y N 1 r�oo-w 03 t OF ME= M,a F ANOT TAINT AM MT WNWISM `l ~7 NECK ROAD 1-12-2008 LbC11TE ADMOW, DECK. DRIVEWAY,WELL and show DRYWELLS as per builder AND DOCK 2-16-2004AMD &eMt& TOPO, LOCATED TOP and BOT MM OF BLUFF INS m WWINN WOMM WAM WORN MMM RIM M A MM W IM Mwri N�M twA w�M "WOO"t s��V=r JOB No. 03-199 FILE No. 132 D KAM AM 400001 A NOM O Mr TOR COIe11wCnCn wMm omift 1MIMIM- a A0MIb1 to tMM Ewer■A"Lam Cr■IMM SURVEYED FOR CHARLES Dk911" SNOW an S TIM N'"ft RNA[nomumn U4 psAM�s.np eMM®tRMMt eMLL NO dw Is M aaMen rRR erten tMt eMr s 40 a MM OFA►w"K 9"tMteMM, MRMM�Mt' SITUATED AT MATTTRICK AMlt' IMAIIMO LMLO tMMML ARM w ncanon or in u Msliu 001 wbMwl�Y Arc"mnwrlwtrr m mmM�NMromw TOWN OF SOUTHOLD. SUFFOLK COUNTY. N.Y. eotp OF ittM MRM&MW wr eiRmM TA u14 MMMfat11 w® a.a1 SCALE 1" - 50' LATE 6-5-2003 8"MM MAL*NL Mer Is=410 TO t A WAC WX 08" FILED MAP No. DATE CERTIFIED ONLY TO: TAX MAP No, (RF Own 1000-113-5-7.5 DISK 2003 CHARDS t DEANNA SNOW COMMONWEALTH LAND TITLE INSURANCE CO. OF NEW YORK HAROLD F. TRANCHON JR. P.C. / 030926 LAND SURVEYOR SNOW BECKER KRAUSS P.C. P.O. BOX 615 1866 WADING RIVER—MANOR RD. WADING RIVER, � '-- — NEW YORK, 11792 HAROLD F. TRANCHON JR. LIC.LIC. No. 2115E 631-929-4895 LOT AREA = 64,250 sq. ft. TO TIE LINE LOT AREA TO TIDAL WETLANDS LIMITS DATUM N.G.V.D. a *�a NOTE: AREA FROM TOP OF BLUFF TO COX NECK ROAD ZONED X LOT AWA TO TIDAL WETLAND LIMITS = 70,350 t SO FT LAND BY CREEK ZONED AE RS FIRM ��UCK CMuoW PAI" RAE MAP FLOOD ANINSURANCE481 kos 5 19'51'00*E Of p►• / 0.81' BOTTOM OF BLUFF do TOP OF BLUFF a Fm ,F IIOFr � 2nd et wood fr. TOP OF BLUFF W/ `rT r 4 dwell FR 0 Y z' bat t �op Z 1o' uff / I 5 r rkr uwos m n DOOR (36.0 S T581y 7 41 \✓ /growl drive. d \ o: I � � I 0 1 W >, W ? I N w rr j O x 1 O Z � ` � 3 O \ N 4 1 0 y N � = h � b N 19.0758 W 142.05' NOW OR FORMERLY F OMgNA FA' �— The existence of n til of vv,-\'S and or easements o b n of record, if a-;, a ' �.)vvn are nut n la�lr�;cd N o n o S N ry Q ry 2 �D N C�V}1ys N 1243.00 w 10 - 27 - 2004 REVISE GAR. S IVr CICREV.DIST.Tn 7 - 28 - 2004 ADD DIST.PROM GAR. TO R.O.W. R04D ADDED FLOOD ZONE 9 - 18 - 2004 SHOW PROPOSED ADDITION 1 ncerFn TOP and BDIIOLL OF BLUFF 2-16-2004 ADDED ADI).MnklAL TOPO PPNXMM LM ARE FM A WEMM PIArON AND D NO TWEWM ARE NOr JOB No. 03-199 FILE No_ 132 D • DPW=m a=TWE 0WrM AW FDM= FErnaa WA" POM& PAADR FLA r AWAL AODMM m OULM I M AMY Dna CONaR ENK SURVEYED FOR CHARLES dE DE~ SNOW U UTHI m ALlENUM OR=rMN M THE SWIFT B A NaA" 6 SW" 700E OF TWE NW Mar! aWE MYOMM UW. guAR#M={EOMSED WSar1 S ALL NUN MY 70 THE POWW/FOR 0"TK apW■ PROW= ARD aN M WOLF Tn THE TME OWW. GOOMMO1l SITUATED AT MATTITUCK AMM Are Igaa NEMU IN LMW MMML NO W TIME A- OP WE Innen EannrTON. arAMNrm ARE Nm TWOFMAS M ADDOO RlElrlllTrnrs TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR S ramal rt Onim CWM OF ns OkWM NM wen NOMM 7 Wa N= SAL OR SCALE 1 = 50' DATE 6-5-2003 ao a ML SWl NOr K DaaDE7®l0 si A W=TWE ca". FILED MAP No. DATE CERTIFIED ONLY TO: TAX MAP No.(REF ONLY) 1000-113-8-7.5 O15K 2003 CHARLES dE DEANNA SNOW COMMONWEALTH LAND TITLE INSURANCE CO. OF NEW YORK HAROLD F. TRANCHON JR. P.C. / 030926 LAND SURVEYOR SNOW BECKER KRAUSS P.C. P.O. BOX 616 [ ` 1856 WADING RAVER—MANOR RD. WADING RIVER, F- /;' � _ NEW YORK, 11792 N. . LIC. No. 048992 631-929-4695 HAROLD F. TRANCHON JR. pENM LIC iro ZlLiE r X S.r r �f �k F i , 1 k � js SOC 10,}' 9AN+TARTSYSTEl a 5gP#?L9' AC}1ttt "a"N-01 PE3 i:l AUG, t} FICC{3F, lVA5'i �Up7Ea �4At`U���E3EN7 ^S�E�OLK CQ1l�1TY p�PT� ®f��At,3H SERVICE s: Al sll— Ak 00 , el t _A u a f , l �z r,> Y t ry S£: 1. — f .. .,. .; n y.r S BUILDING DATA: BUILDING DESIGNED ACCORDING TO PROVSIONS OF AMERICAN FOREST PR" l CTS CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS SEE ATTATCHED PRINTL"D ;!'ORT GROUND SNOW LOAD 45 P.S.F. WIND DESIGN SPEED 120 MP.H. WIND BUILDING LOCATION EXPOSURE C PROJECT IS IN WIND BORN DEBRIS REGION ZONE II SEISMIC DESIGN CATEGORY B FIRST FLOOR DESIGN LOAD 50 P.S.F. IrI �.I_rl it l Iil11 rl ISI �1,1_II �I 1�.1---L L- [�J Tl_ri '1 i . "� - _ - f - - -T _7i _i7 7 SECOND FLOOR DESIGN LOAD 40 P.S.F. i IrtiJ-rl rl r 1. Sz TI T�I7-S-i _ _ _ r -rl rLOFT FLOOR DESIGN LOAD 40 P.S.F. -- - ROOF SYSTEM DESIGN LOAD SEE PRINTED REPORT ALL BEDROOMS TO HAVE EGRESS WINDOWS OR DOORS 5.7 SOFT. OPENING, 24" MIN. WIDTH, L LrTrLri�Jr`1'�TT`T rl-�� r>-rlT�� - _ _ J� r -�I 20" MIN. HEIGHT. LOCATION OF SMOKE DETECTORS SHOWN ON PAGES 3-5 -��- I �`rr irirrir -i it Tri lY- � II � G [Ti� THIS RESIDENCE MEETS THE PROVISIONS OF THE NEW YORK STATE ENERGY CODE SEE MECHECK I t r rii i I1fll �'.rfil r[rl-rI J rTTTIIll�lr[rLrrrr'T �lr� f _ _ f irr _ PRINTOUT FOR COMPLIANCE Ii ITII III ' ilf-.fl CTr� i t i' l i f rTT , r 7 rT r L lT4 l I I ITI I- L ! I L1 ,[ -.41- - - 'L ` - L BUIILDING AREAS: r r T -rr a L_r -r T t MAIN LEVEL 1200 SO.FT. EXTERIOR DECK 336 SOFT, r I I��Lrlrl _i ,zIT�I ;��r. L _ � T _ r- � r OCCUPANCY OR UPPER� 864 TOP OF PLATE BEAM HEIGHT _ _ GARAGELS OL SO.FTSO.FT. USE IS UNLAWFUL 16-9 m T EXISTING HOUSE 516 SQ.FT. EXISTING DECK 160 SO.FT. WITHOUT CERTIFICATE OF OCCUPANCY APPROVED AS NOTED T 2 DATE: B.P.a COMPLY WITH ALL GODES OF s - NEW YORK STATE & T WN CODES 7 NOT PY BUAING CEPARrMENr Ar AS REQUIRED AND CO 4DITIONS OF 765-1002 8 A TO 4 P FOR THE SOUTHOLD TO NZBA B'-B" UPPER LEVEL FLOOR HEIGHT FOLLOWING INSPECTIONS: 8-0 TOP OF PLATE BEAM HEIGHT 1. FOUNDATION - TWO REQUIRED SOUTHOLD TO NPLANNING BOARD z FOR POURED CONCRETE SOUTHOLD TO IN TRUSTEES 2. ROUGH - FRAMING $ PLUMBING r3 3. INSULATION N.Y.S.DEC 4. FINAL - CONSTRUCTION MUST ci d BE COMPLETE FOR C.O. �Z w lU_ CONSTRUCTION SHALL MEET THE UIREMENTSOFTHECODESOFNEW RETAIN STORM WATER RU FF „or r ' _, NOT RESPONSIBLE FOR PURSUANT TO SECTION 45-110C DESn'p :,R cvN_TRUCTjCN ERRORS. OF THE TOWN CODE. MAIN LEVEL FLOOR HIEGHT 0-0 of GARAGE FLOOR HIEGHT THERMA—TRU S100SLLE—S236R—S10OSLLE �� M CODES OF NEW YORK SHALL TA EH i'1 '144RFR CERF FRONT ELEVATION PLUMBING &Z, (�`UIEALFCONjTr'T ALL PLUMBING WASTE Vry LEAD'G'ONTENT &WATER LINES NEED CERTIEiWk OF OCC Mal TESTING BEFORE COVERING I''- - ��DER'F!8'6�¢NV WA F'CY)S.YSTEM,CANYQ� EXCEED?/10 OF 16 EL '61 FLOOD ZONE I kCOMPLY WITH CHAPTER , " I, FLOOD DAMAGE PREVENTION -' SOUTHOLD TOWN.CODE. UNDERWRITERS CERTIFICATE E a REQUIRED F E1 0 z Z c hr - rel r o _ Tra ,-_Y r� l - -J O - T?T t- waz JZJ14 TOP OF PLATE BEAM HEI_HT - T m Sfi r 7F-_TT -I_ - - _ iTr-n ooMOFt�i de L^ O t D clrzi7T r z - _ _ _ • �/ arcrcrcl� L^ C7 `S � �Fm !2< B'-S" UPPER LEVEL FLOOR HEIGHT 7I \ 8-0 TOP OF PLATE BEAM HEIGHT II � m MAIN LEVEL FLOOR HIEGHT Z r 0-0 LU Z 1A GARAGE FLOOR HIEGHT I 0 O _1 _g CD LU Q Q Z m REAR ELEVATION `\o\\xxfwamnnri�r a� QED q ., F- EfY.E 9 i-1 D. r 4trtrn - �3 ���iiirrrr��111 wttxthx\V��*, � V o n 12 TOP OF PLATE BEAM HEIGHT 18-9 �rL- r� �i 12 r. i� I ,I II il-1l I tl 1_�l 8'-9' UPPER LEVEL FLOOR HEIGHT 8-0 TOP OF PLATE BEAM HEIGHT ALIII N Z3c i IN LEVEL FL HIEGHT 0l-O. �779 RAGE FLOOR EGHT -1 -9 LEFT ELEVATION i N C t TOP OF PLATE BEAT HEIGHT iv 18-9 n � � Itl MORE €sa 33=yti B'-9' UPPER LEVEL FLOOR HEIGHT a < - 8-0 TOP OF PLATE BEAM HEIGHT mLL N .n CI ' I t-L MAIN LEVEL FLOOR HIEGHT 0'-0" GARAGE FLOOR HIEGHT GD9070 BY OWNER GDO070 BY OWNER U n -1 -9 W Nom c o c o RIGHT ELEVATION a a OWIIONN RN„�vsoryry Z cn 711 P” Qo� f� A A .. ' m :+�' _ Tinc- � "pmamRuwW� \\ N 60'-0" 6'-0" 24•_0,• 12'_0" 9,_0" 6'-0" 0,_0.. 4'-7 3/4" 4'-7 3/4" 0 I is 0 0 i DECK 11'-5" x 15'-6" 0 IL I ro 0 N O EXISTING HOUSE 19'-4" x 24'-4" N DECK 17'-8" x 13'-4" AND. F6606111. AND. F 60611R HD5A POST HD5A POST HD5A POST HD5A POST HOEDOWN HOLDOWN 1212HT STRAP TIE HOEDOWN m LDOWN 1212HL STRAP TIE AT PLATE BEAM mm 1 HL STRAP IE of ry AT PLATE BEAM N AT TE BEAM o I r n m 20._0.. m LIVING ' ." 23'-4" x 13'-7" ON CS o o ss �rjQ ANCHORS PORCH c IL 0 5'-8" z 3'-6" 8'- 5/16" 6'-5 3/8" 8'-9 5/16" 6'-0" 24'-0" s HDBA POST _ H08A POST AND. FWH31611AR HOEDOWN HOEDOWN OPE ABOVE --- --------- -- OPEN ABOVE o c+ -* -- - - ® • •® • 1212HL STRAP TIE 1212HL STRAP TIE AT PLATE BEAM 2-HL-43 ANCHORS AT EACH OF 4 POSTS • AT PLATE BEAM N LAGGED TO GIRDER k POST IN FLOOR JOISTS U o 0 POSTS TO EXTEND THRU FLOOR TO GIRDER o N HD8A POST g O O HOLDOWN n $ 8 N � DINING w m DN �� HDBA POST �� \ HOLDOWN sisiH _— '^ ••• BEAMED MID FLOOR SYSTEM I nnMa� p T•• EXPOSED FRAME SYSTEM WITHOUT KNEE BRACES e'j I 000 z t ¢ MmN L 1 0 12'-0" 6._0„ 9._0., m B'_0" O Gf O I c i1-HL-73 ANCHOR EACH OF 3 POSTS # N m I m Oa o ST LAGGED TO FLOOR POST INSIDE STUD WALL HD14A POST I o i HOEDOWN 6068 HOLDOWN € TIE ` K 1212HT STRAP 1212HT STRAP DE I O1 �zarcrc� AT PLATE BEAM 0° LAUNDRY AT PLATE BEAM m N I HD8A POST 8'-6" x 5'-7" L_--- HOLDOWN = F 10 KITCHEN co a --- O 11--6x n'-s" o QE1GARAGE r---- roan POST v De ENTRY a 23'-7" x 23'-4" HOEDOWN 8'-7" x 11'-6" Ld D6 BATH I m a c� HDBA POST ° ° 1212HT STRAP DE N 8'-8" x 5'-8' I o - V � %+ HOLDOWN ° ° AT PLATE BEAM HDBA WN 0 Z N Fl HOEDOWN I S LU S 1212HL STRAP TIE CW1 5 L HDBA POST HDBA POST THERMA-TRU 3068 S-236 HDBA POS CWi 5 R 1212HL STRAP TIE I Q Z ui AT PLATE BEAM HOLDCOWN HOLDOWN w/ 2-12' 100SL-LE HOLDOWN AT PLATE BEAM I HOBDOWNST O L--------- ~ 2-H1-73 PO CH 2-HL-73 ANCHOR 8'-5" 3'-8' ANCHOR \pN111180111/1/I/7i' Q HDBA POST CWI4 L HD6A POST y yS(1H PEq�ryM'f'iJ'��� HOLDOWN HOLDOWN c�t�� +� lfi: 1n• Z CQ 4'_6•' 4._6.. N 4'-6" 4y2A1�1101111��� 35'-2" 24'-10" MAIN LEVEL FLOOR PLAN v 6D,_0., F�5 c B N 60'-0" 6'-0" 24'-0" 30'-0" 6'-0" 9'-0" 20'-0" I I I I I I I I I II I i —J o I I N I I I I I I I I I I I I I I I I I I I I r -------------- —————————————P I � I I I I j I j 20'_0.' 10 C � � In I In I In I In I I °' IvNi I I� I IvNi I IvNi I I li m n I L_J L_J L—J L_J j Ng n 0 I I BEAMED MID SYSTEM � a ll EXPOSEDED FRAME SYSTEMM VAT WITHOUT KNEE BRACES I I 8f-9 5/16" 6'-5 3/8" 8'-9 5/16" I 6'-0" 24'_0" < 1212HT STRAP TIE AT P OF EACH POST • _____J RAILING TO PLATE BEAM HIDDEN w / 2" CEDAR TRIM I---------� n z oyyy�yyy 1212HL STRAP TIE i Rg• • 11212HL STRAP TIE AT POST BASE & 4-6x6 CONTINUOUS POSTS LAGGED , AT POST BASE & n AT PLATE BEAM , _ TO PLATE BEAMS AT FLOOR SYSTEM , AT PLATE BEAM 15910 I ,m I LOFT 26'-6" x 11'-6" j �� st I I c I N I $0�21a 12'_0,• 6'-0" 9• 0" 9' 0" �d I gggqF ^3 gfaRflo S$ < OF ------------ -- --- - - - ------ - 0 ip 1212HT STRAP TIE I 2666 ?3 —�� 11212HT STRAP TIE I o `V AT POST BASE & 1-HL-7 ANCHOR AT EA OF POSTS /) = I AT POST BASE & AT PLATE BEAM LAGGED 01 FLOOR & POS GIRDER I AT PLATE BEAM I ANCHOR HfiDDEN INSIDE 2x TUD WALL 4066 01( j MASTER BDRM I --------------------------------------I I g 19'-O" x 11'-6" I N 0 MASTER BATH 0 I 408 8'-6" x 9'-4" , I m m vI a I I LU r I I I 1212HL STRAP TIE I OO 11212HL STRAP TIE , U AT POST BASE & I AT POST BASE & "+ AT PLATE BEAM I e AT PLATE BEAM I Z W Z u< ___.——__—___ ________ _______ ______ _____ ____ _ C 5 L , 1212HT STRAP ES , C 35 R , AT 3 POST BAS S , , I Tn AND PLATE BEA S W ~ I I I \\pga\ED1DN L_ �a ••••?C I I I I I r�yr,E• ire _____ _________ ,pS5E11 g4`, � O iw j Q K. Z CQ _— .,M1ryx 01711 Q 12._0.. 6,_0,. y._0•• IN 0. 36._0.• 24,_0.. UPPER LEVEL FLOOR PLAN $� p 60•_0" M I ' LSTA12 RIDGE STRAP w/ - CONT. RIDGE VENT ROOF SYSTEM R-38 5-10d COMMON EACH SIDE '. I I - -r 2400 FIBERGLASS SHINGLES o/ 150 ROOFING FELT o/ I, I I 5/8" COX PLYWOOD o/ 12 � � 202 RAFTERS O 24" o.c. FIBERGLASS INSULATION BY OTHERS 3/4 x 2" �I ,I PLYWOOD NAILING: I LAM. RDO BEAM 8d O B" o.c. IN FIELD �i Ed O 8• o.c. AT EDGES . I I Ed O 4• o.c. AT GABLES r i i I i �r I 2-SIMPSON HL43 ANCHORS Bx8 COLLAR TIES AT POSTS : I' 2x10 BEV. HEADER w/ 1x10 FACIA & AT EACH 8x8 RAFTER w/ 4-1/2 x B BOLTS CEILING (BY OTHERS) I I , 1x4 TRIM m 5/8"x2' LAG SCREWS AT COLLAR TIE 2" AIR BAFFLE I r I CONECTION 10" FIBERGLASS INSULATION SIMPSON H-10 r SiIMP50N H-10 RAFTER TIE 8-8d ROOF SYSTEM R-32 r'' RAFTER TIE 8-8d 1z3 STRAPPING w/ 2zB RAFTER NAILER 2400 FIBERGLASS SHINGLES o/ 2x4 NAILER �. 1/2' DRYWALL BxB PLATE BEAM � 150 ROOFING FELT o/ ,r' 6x8 PLATE BEAM n 2x4 NAILER 1/2" COX PLYWOOD o/ 121THT STRAP TIES O o 1212HT OR 1212HL 2 - 2" LAYERS FOIL FACED INSULATION r. POSIT TO PLATE BEAM 1 STRAP TIES O POST V-0" 150 ROOFING FELT HIDE: w/ CEDAR TRIM 8x8 RIDGE POST w/ TO PLATE BEAM 102 SOFFIT w 24 T&G CEDAR DECKING o/ -a SIMPSON HL73 ANCHOR _ 2x4 NAILER w/ 8x8 FIR RAFTERS 4'-0' o.cr AT EACH INTERIOR POST n - 2' CONT. SOFFIT VEN rrl AT TOP AND BOTTOM w/ 8x8 POST PLYWOOD NAILING: .r !' 4-5/8" LAG SCREWS ro is 50d O 6" me. IN FIELD � m ANCHOR HIDDEN IN WALL = n r n SOd O 8" o.c. AT EDGES 8x8 CONTINUOUS POST 1 1/4"x24" 20 GA. STHD O = a ^ r 516" o.c. FROM LOWER STUD 0d O 4" o.c. AT GABLES TO UPPER STUD w/ B-Bd ROOF SYSTEM: PORCH HALF LAPPED JOINT w/ COMMONS INTO EACH STUD _ `u 2400 FIBERGLASS SHINGLES o/ 4-1/2 x 4 LAGS N 2-SIMPSON HL73 ANCHORS AND IN CO FLOOR HEADER 150 ROOFING FELT COUNTERSINK & PLUG C m AT EACH 8x8 RAFTER w/ - 2x8 T&C CEDAR DECKING o/ ry 5 8'x2" LAG SCREWS m 6z8 FIR RAFTERS 4CK o.c / - 1212HT OR 121 PO -- 2x10 BEV. HEADER w PLATE BEAM AND JOIST n POSTS TO SIT Bx8 JOISTS O 4' o.c. POSTS TO SIT STRAP TIES O POST ^ / 2" RIGID FOAM NOITCHED FOR CONT. POST ON JOISTS w/ 2x6 T&G DECKING ON JOISTS TO FLOOR JOIST 1z10 FACIA & 2" BEV. BLOCKING ^ ^ 1x4 TRIM 3x8 HIEADER 0 BLOCKING 3x8 HEADER = °' 2210 BEV. HEADER w/ _ 8x8 PLATE BEAM M 1x12 SOFFIT w/ 2x4 NAILER i' BxBI PLATE BEAM 8 3/4" x 12" 6x8 PLATE BEAM \ 1x10 FACIA & EV. BLOCKING 2" BEV. BLOC o0 2x4 NAILER EXTERIOR WALL R-21 LAM. GIRDER 1x4 TRIM `ro WALL PANELS: 2x4 NAILER _ 97RAPT 10 OST Bz10 PLATE BEAM 8x10 PLATE BEAM m 2x4 STUDS O 16" O.C. TO PLATE BEAM EACHSIMPSON HLA ANCHOR AT w/ 1/2" COX PLYWOOD 2x4 NAILER w/ EACH BxB RAFTER S N 1 1/4"x20" 20 GA. - W/ 1" FOAM INSULATION = 5/B"x4" LAG SCREWS STHD O 16" o.c. FROM - w/ 1/2 COX PLYWOOD 8x8 GIRDER POST w/ 1 1/4"x24' 20 GA. STHD O LOWER STUD TO PLATE _ TYVEK HOUSEWRAP 8x63 CONTINUOUS POST / AT EACH N HLTE ANCHOR 16" o.c. FROM LOWER STUD n BEAM AND TO HEADER 1/2 x 8 CEDAR CLAPBOARDS r AT EACH INTERIOR POST c w/ 8-Bd COMMONS FIBERGLASS INSUL (BY OTHERS) m AT TOP AND BOTTOM W/ TO 2210 HEADER w/ 6-8d INTO EACH SND AND 6 MIL POLY V.B. (BY OTHERS) '� 0 4-5 6" LAG SCREWS COMMONS INTO EACH STUD m / AND INTO FLOOR HEADER 8x8 POST Bz8 POST INTO PLATE BEAM _ 1/2" DRYWALL (BY OTHERS) ° a' ^ ANCHOR HIDDEN IN WALL a n =y 14'-6 3/16" 11'-5 13/16" 12'-0" N �y SIMPSON HL73 ANCHORS AT 6x6 POST $ EACH CONTINUOUS POST w/ 8x8 POST 5/8' LAG SCREWS w/ 2 ' ANCHORS PER POST Q 2210 JOISTS O 16" o.c. POSTS TO SIT ON GIRDER SOLID BLOCKING SOLID BLOCKING H08A HOLOOWN 2x8 P.T. JOISTS O 16" D BLOCKING r r ��IDGIHG� W 5 4x8 DECKING _ m - r ( POSTS AT ALL POSTS AT EACH POST LINE OF HOUSE FLOOR �_� _ + "r ` ( 1 ` )( )AT ALL )` l AD5EACH POST x10?HEAQ POSTS 1( : err �, 11 BRIDGIf✓C�! 1 i 1 1! r 1 OW)FIRxT11 1/4 LEVEL BRIDGING 1O 1 )O ( 1)3� O / ) 1 , (210 HEAbER m ALL � / /4' T&G PLYWOOD BEL I )) 7 ) J Ef) ',( �( 1( 1 �/ 1 l ( ( / n r n 2x10 P.T. SILL / 3-1 3/4 4" z 11 1 4" LV.L. 2x10 P.T. SILL EACHSIMPSON HPO ANCHOR EACH 8x8 PORCH POST 5/8• DIA. x 12' ANCHOR BOLTS w/ BUILT UP GIRDER ADD BUILT UP GIRDER w/ 5/8"x4" LAG SCREWS 4-2x8 P.T. BUILT UP GIRDER o0 8 2" S0. PLATE WASHERS EMBEDED 10" 1 LL.V.L. AT CENTER POSTS 04 CONT. REBAR IN POST TO SIT ON GIRDER i MIN. WITHIN 12" EA. CORNER & 39' SHEAR CONE o.c. WITHIN FIRST B' OF EACH n CORNER, BALANCE OF INTERIOR TO �,LL �� �o BE INSTALLED AT 3'-9' O.C. 12 NINE 8" CONCRETE FILLED BUILDERS TUBE x=M=xxx 4" CONCRETE FILLED 4" CONCRETE FILLED o w/ 16" x 8" DEEP FOOTING in ILAILLY COLUMN LALLY COLUMN TO MIN. 48" BELOW GRADEnm z I= FOUNDATION NOTES: (HOUSE) 10" POURED CONCRETE WALLS a/ ,tea 20" NIDE x 10" DEEP CONT. CONCRETE FOOTINGS TO MIN. 48" BELOW GRADE yq�ygp 4" POURED CONCRETE SLAB IN BASEMENT "-" --_ 1/2"x8" ANCHOR BOLTS O 6' o.c. AND O ALL CORNERS ROB'"� ALL MASONRY OPENINGS TO BE DETERMINED AT JOBSITE 4" CONCRETE SLAB w/ OPTIONAL 1 1/2' STYROFOAM TO FOOTING 010 8x6 WELDED WIRE MESH w/ 8 MIL POLY VAPOR BARRIER SEC TION AT ENTRY O �� • 4' FOOTING DRAIN 2'-8' x 2'-6" z 1'40" DEEP 2'-6" x 2'-6" x 1'-O" DEEP 20• WIDE x 10' DEEP o/24" CRUSHED STONE CONCRETE FOOTING CONCRETE FOOTING CONT, CONC. FOOTINGS w/ BACKFILL FABRIC W/ 3-05 REBARS EACH WAY W/ 3-05 REBARS EACH WAY TOA MIN. . BELOW GRADE w/ 2-05 CONT. RE-BAR SECTION AT LIVING W V N�V 9uj Z O /u/.�j F— Q y \y�aaA�ED wat Al? ° Z "S.ETT1 P... i W� En1 1 �i o g N LSTA12 RIDGE STRAP CONT. RIDGE VENT 5-10d COMMON EACH $IDE � � ROOF SYSTEM 240b FIBERGLASS SHINGLES o/ I I 151/ ROOFING FELT o/ 2 5/8" cox PLYWOOD o/ l 2x RAFTERS 0 24" c.c. 7 � - I FIBERGLASS INSULATION BY OTHERS 6 3/4' x 2" I PLYWOOD,I NAILING:LAM. R G BEAM 1 Bd O 6' o.c, IN FIELD a 8d O 6" o.c. AT EDGES Bd O 4" o.c. AT GABLES I �SIJ SIMPSON H10 ANCHOR O 8x8 C LLAR TIES AT POSTS - 2x10 BEV. HEADER w/ EACH 2x12 RAFTER I 4-1/2 x 8 BOLTS CEILING (BY OTHERS) 1x10 FACIA k 2x10 BEV. HEADER w/ '. I AT COLLAR TIE 2" AIR BAFFLE I - �- 1x4 TRIM 1x10 FACIA k I CONECTION 10" FIBERGLASS INSULATION SIMPSON H-10 RAFT tz4 TRIM 2x8 1x3 STRAPPING w/ RAFTER TIE 8-Bd 1/2" DRYWALL 2x8 RAFTER NAILER BxB PLATE BEAM 6x8 PLATE BEAM 1x12 SOFFIT w/ 2x4 NAILER n 2x4 NAILER w/ 2x4 NAILER _ 2" CONT. SOFFIT VENT - 1212HT OR 1212HL n STRAP TIES O POST 6x8 RIDGE POST w/ TO PLATE BEAM ? SIMPSON HL73 ANCHOR 1x12 SOFFIT w/ LSTA12 RIDGE STRAP w/ CONT. RIDGE VENT 5-10d COMMON EACH SIDE 2x12 RIDGE BOARD ROOF SYSTEM R-38 AT EACH INTERIOR POST 2x4 NAILER w/ 240# FIBERGLASS SHINGLES o/ AT TOP AND BOTTOM w E 2" CONT. SOFFIT VEN _ / 6x6 POST = 15b ROOFING FELT o/ 4-5/8' LAG SCREWS ' _ ,n n 1 2x12 RAFTERS O 24o,e. °i ANCHOR HIDDEN IN WALL FIBERGLASS INSULATION BY OTHERS ROOF SYSTEM: PORCH 6x8 POST m 1 1/4'x24" 20 GA. STHD O - 240M FIBERGLASS SHINGLES o/ 16" o.c. FROM LOWER STUD = ? 2 j PLYWOOD NAILING o 15# ROOFING FELT o/ - TO UPPER STUD w/ 6-8d - 8d O 8" O.C.ILIG. FIELD 2x8 T&G CEDAR DECKING o/ COMMONS INTO EACH STUD n 7 8d O 6' o.c. AT EDGES n 6x8 FIR RAFTERS 4'-0" ox - AND INTO FLOOR HEADER SIMPSON HL43 ANCHOR AT 202 HEADER 8d O 4' o.c. AT GABLES EACH 8x8 RAFTER w/ -1/2'x8' LA S O PORCH RAFTERS 5/8'x2" LAG SCREWS 1212HT OR 1212HL 2x10 BEV. HEADER w > OSTS TO SIT ro POSTS TO SIT 8x8 JOISTS O 4' o.c. POSTS TO SIT - STRAP TIES O POST 1x10 FACIA do / IS n ON JOISTS w/ 2x8 TB:G DECKING ON JOISTS TO FLOOR JOIST 1x4 TRIM 3x8 HEADER 4x8 BLOCKING 3x8 HEADER - m m EV. BLOCKING 1x10 FACIAH�ADER w/ 8x8 PLATE BEAM 8 3/4" x 12" 6x8 PLATE BEAM m 1x4 TRIM 8x10 PLATE BEAM - 2x4 NAILER LAM. GIRDER 2x4 NAILER 1212HT OR 1212HL STRAP TIES O POST n 1x12 SOFFIT w/ SIMPSON H-10 2x10 COLLAR TIES O 24" o.c. - e m 1212 SOFFIT w/ - EXTERIOR WALL R-21 TO PLATE BEAM BUILT 3/4" x D 1/4" L.V.L. 2x4 NAILER w BUILT UP GIRDER 2x4 NAILER WALL PANELS: 2" CONT. SOFFIT VENT RAFTER RE 8-Bd 2x4 STUDS O 16" O.C. - w/ 1/2" CDX PLYWOOD SIMPSON HL73 AN1 1/4"x24" 20 GA. STHD O CHOR w/ 1" FOAM INSULATION AT EACH INTERIOR POST 15" o.c. FROM LOWER STUD w/ 1/2' COX PLYWOOD m AT TOP AND BOTTOM w TO 2x10 HEADER w/ 6-8d oo NOTE: i} TYVEK HOUSEWRAP / COMMONS INTO EACH SND GARAGE WALL G 'm 0 4-5/8" LAG SCREWS ib 2x4 STUDS O 16" O.C. 5/8' FIRE RATED SHEETROCK 8x8 POST 1/2 x 6 CEDAR CLAPBOARDS AND INTO FLOOR HEADER z n = ANCHOR HIDDEN IN WALL `� 1/2• COX PLYWOOD BETWEEN GARAGE AND LIVING SPACE a FIBERGLASS INSUL (BY OTHERS) TYVEK HOUSEWRAP 4' CONCRETE FILLED g W 6 MIL POLY V.B. (BY OTHERS) -'- 1/2 x 8 CEDAR CLAPBOARDS LALLY COLUMN 0 $ 1/2" DRYWALL (BY OTHERS) 6x6 POST _ m l2 a 24._0" t 4'—D" 12'_0" 12,_0" ? s SOLID BLOCKING SOLID BLOCKING 2x10 JOISTS O 18' o.c. SOLID BLOCKING = HDBA HOLD ONTI 12--C)" 12'-0" � 2x8 JOISTS O 16" o.c. ` AT ALL POSTS AT ALL POSTS w/ 3/4" ThG PLYWOOD AT ALL POSTS AT EACH POST w/ / 6 DECKING , t i sI210G,INC % ) ) IBICIf�C H Ab R 2x8 P.T. SILL w/ a CONCRETE SLAB 4" CONCRETE SLAB w/ 74 ; �7�x1'q WOO�� �( � O( ( � , � ss g�`i 2-2x8 P.T. HEADER 2zB P.T. NAILE 2x10 P.T. SILL w/ 2210 P.T. SILL ANCHOR BOLTS O TO A MINIMUM 4' BELOW 3-1 3/4" z 11 1/4' LV.L., #10 6x6 WELDED WIRE MESH w/ 4-2x8 P.T. BUILT UP GIRDER 5/8' DIA. x 1Y ANCHOR BOLTS w/ BUILT UP GIRDER 6' o.c, k ALL CORNERS LIVING SPACE 6 MIL POLY VAPOR BARRIER 2' S0. PLATE WASHERS EMBEDED 10" CONT. REBAR IN EACHSIMPSON HL43 ANCHOR MIN. WITHIN 12" EA. CORNER & 39" SHEAR CONE i-B EACH 8x6 PORCH POST w/ x2' LAG SCREWS o.c. WITHIN FIRST 8' OF EACH g POSTT TO SIT ON GIRDER CORNER, BALANCE OF INTERIOR TO ) '� BE INSTALLED AT 3'-9' o.c. 3'-0' x 3'-0' :x 1'-0" DEEP FOUNDATION NOTES: (GARAGE) CONCRETE FOOTTING 8" CONCRETE FILLED BUILDERS TUBE 8" POURED CONCRETE WALLS o/ NOW w 16' x 8' DEEP FOOTING 4" CONCRETE FILLED S_I�_ Diln � ^ S=2 y / I LALLY COLUMN � 16"0 MIN. 48' BELOW GRADE EEP CONT. CONCRETE FOOTINGS �\o0U TO MIN. 48' BELOW GRADE m 4" POURED CONCRETE SLAB ON GRADE FOUNDATION NOTES: (HOUSE) �iN°Dc 10' POURED CONCRETE WALLS o/ PITCHED TO DOORS FOR DRAINAGE 20' WIDE x 10' DEEP CONT, CONCRETE FOOTINGS 1/2"x8" ANCHOR BOLTS O 6' O.C. AND O ALL CORNERS TO MIN. 48" BELOW GRADE ALL MASONRY OPENINGS TO BE DETERMINED AT JOBSITE 4" POURED CONCRETE SLAB IN BASEMENT 1/2'x8" ANCHOR BOLTS O 6' o.c. AND O ALL CORNERS 16' x 6" DEEP CONT. o s ALL MASONRY OPENINGS TO BE DETERMINED AT JOBSITE 4' CONCRETE; SLAB w/ CONCRETE FOOTING OPTIONAL 1 1/2" STYROFOAM TO FOOTING 6 MILBxPOLY WAPOR BARRIER 6 WELEDED WIRE MESH w/ SECTION A 1 GARAGE. MIN. 48' BELOW GRADE mmmmw 10 4" FOOTING DRAIN 2'-8" x 2'-6" x 1'-0" DEEP 20" WIDE 110" DEEP 0/24" CRUSHED STONE w/ BACKFILL FABRIC CONCRETE FOOTING CONT. IN. 4 FOOTINGS W/ 3-/5 REBARS EACH WAY TOA MIN. 4' BELOW GRADE w/ 61 2-05 CONT. RE-BAR i ^M M SECTION AT MASTER BEDIROOM �3 Lu U N= Y Z o . uj Z 9 O cp ui CC O Q W co NN111Rllllll/IU Z \%%%N QED A,? N* fq F $5� .�Eili PE p L p A j 'U!///IIIIIKIII\h\\ N 6'-0" 24'-0" 12'_0.. 4'-0,. 4• 0.. 2• 0•• 6'_0•' 0 I 6 N' o / / / / 1 � \16 0 / / / / 1 / 11 o / -6 5/8" 5'-6 5/8" o I .I / N / / 8" CONCRETE FILLED BUILDERS TUBES o/ 16" x 8" DEEP FOOTING TO MIN. 48" BELOW GRADE (7-TYP.) o o / e //9,_0„ 6,-0„ EXACT SIZE AND LOCA ION FOR MASONRY CHIMNEY TO BE DETERMINED BY CONTRkCTOR AND MASON AT�I�SJ 1 I r-------------i r---- -------------� I I I I r------------- -------------� o m I i i 1 0 0 I I I I - 10 oµ I 6bI 8'-9 5/16" 6'-5 3/8" 8'-9 5/16" 1I q' ._ Irr1ry:� I I 1 � oZ5 iI z ^ 0I ;0 8" CONCRETE FILLED'FOOTO MIN. 48"ILDERS TUBESoff/ I I I I < _s a 16" x 8" DEEP TING I 1 CONCRETE FOOTING _ _ _ I I o (2-T iO BELOW GRADE VP.)______ I r 1 r f} -1 I BEAM POCKET • r_____-__J I_-t I I I BEAM POCKETL________, o I -J L- I CONCRETE FOOTING jIFOIINDAMON MOTES: (HOUSE) I L____________________________-_____-_ I 1 10" POURED CONCRETE WALLS o/ 120" 'MDE x 110" DEEP CONT. CONCRETE FOOTINGS _______________ 1 r__________ __-______ n I I TO MIN. M8" BELOW GRADE I � I a 1 91 4" POURED (CONCRETE SLAB IN BASEMENT I I I 1 \ s I I FOUNDATION NOTES: (GARAGE) I I LLw.4a Sg iv I 1 5/1"x12"MINIMUM FROM BOLTS O 3'-9" o.c. AND I I 8" POURED CONCRETE WALLS o/ 12 1 12" MINIMUIM FROM EACH CORNER xxxx I I I 18" WIDE x 8" DEEP CONT. CONCRETE FOOTINGS I I H I w/ ASONWIN 2"OPENISQUANGS T WASHERS 000 W TO MIN. 41" BELOW GRADE F I ALL MASONRY OPENINGS TO BE DETER INED AT JOBSITE I I I I oeWaA t I �I 4" POURED CONCRETE SLAB ON GRADE \\\\\,,���' z I OPTIONAL 1 '1/2" STYROFOAM TO FOO NO I I I I PITCHED TO DOORS FOR DRAINAGE I I Hmo\ �-^3 ' I CONCRETE FOOTINGS (5-TYP.) I o I 13'-0" z 3'-0" x 1'-0" DEEP _ I 1/2"x8" ANCHOR BOLTS O 8' o.c. AND O' ALL CORNERS I e �o $S kkQt1 I iv ALL MASONRY OPENINGS TO BE DETERMINIED AT JOBSITE I F -1 r-t I r- 1 1 qq� o I I I I I 1 < I IBEAM POCKETS (4-TYP.) --1--+—F--- -+—+ -- --i+—F-- N BEAM POCKET 17" WIDE x 11" HIGH x 4" IN WALL I I I I I I II IFOR 3-1 3/4x11 1/4 LVL L_�—J L_�—J L_�_J I ICONCRETE FOOTING i ICONCRETE FOOTING I I i HJI I I I I I I I r t 1 �dl I 1 T I I u I I u1 1 N 1 o I I 12,-0.. 6.-o" 9._0.. 1 I (CONCRETE FOOTING =1 I iv I I 3'-0" x 3'-0" x 1'-0" DEEP I NOTE: I12'-01"•, 3 I ( BASEMENT / VENT 12'-0" I I WINDOW LOCATIONS 10 U 1 I TO BE DETERMINED 1 gl yp W BY CONTRACTOR Pil L_____ _--______________--_ -________ I Z V W 1 -------- -------------------- -------------- ----------- I I I O ui 8" ONCRETE FILLED BUILDERS TUBES o/ I I I I o 0 18" x 8" DEEP FOOTING TO MIN, 48" 1 I I I I - (n H I BE F7 GRAOE (2-TYPJ 1 W cc rt M I I I I � I I L__________ J I w ___________________---__ 11 F L_______________________________________J �^ INN% R 5 4oy5Et11 PEq" ���.y' U) 24 9•-0" oI ..� ��9! •o .?-', �niipp�noonu 24._10,. FOUNDATION PLAN p n - 60 -o" 6'-0.. 24'-0" 12'-0" 4'-0" 4'-0" 2'-0" 6-0 I, I 0 I o I I � I 1 h a� Qo . GI ER o JR o I N N ti L 4,.'NG . iu jw/ /4 D KIN 5' 0" - N m 2x P.T. NAIL R 2x8 L. AIL 2xiO HEA IER 2XI HEA ER 2x1 P.T. SILL UNDi 2x1 C P.T. SILL N SOLI I BLI CKIhOU BL KI o AT L STS 2-2x10 HEADER T L P S �i I m m n n o xi J01ITS w 18" o.c 1° 0 4 T&G PL 001a a BRI GIN O h DSP N go _o xa 8x8 PORCH POST E z 1S e FROM FLOOR ABOVE 2-2x8 P.T. HEADER o c m 0 z �n 4-2x8 I �I r 'O Z 2x8 P JO TS 18 o.c.'a 8 C NT. OS G 6~w/ 5 x8 CK11 G w BxE C01 PC T M 00 AB VE 6 C T. OST o FR OR BOI 2 L 3 CH S Fl OM 1 0 AB 2xlO HEADER x10 HEAl ER 11o 2x1 .T, SI UDR 3- 3/ x 1 1 " L. L SB BU T U CO TIN US IRD A o A LL S 9' " L .L. NDE CE TER OS a � KI S 2 JC 0 w/ /4' &G L OD 91�+ I N 9r. 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GAJ' '••N..°: 01? 8'-2" �/4��2��IIIIIiJlllll�" �' 35._2,. 24•_10" ' MAIN LEVEL FRAMING PLAN � p 60._0" � g I � N I _ --------------------------------- I I I I I II I I II I I II I I II I I II I I I I II I I II I I II I _J I I I I I I I I I I I I EXACT SIZE AND LOC T10N FOR I MASONRY CHIMNEY TO BE I DETERMINED BY CON ACTOR AND MASON AT JOBSI I I I I 2x4 WALL PANEL 2x4 WALL PANEL 6x8 PLATE BEAM 6x8 PLATE BEAMI I I i 1 I I I I I ---------- ---------------------- m m al T Y e r otS i 6x6 CONTINUOUS POST \ g 6210 PLATE BEAM O1 i+ b 8'-9 5/16" 6'-5 3/8" 8'-9 5/16" 6'-0" z 24'-C" 2x4 WALL PANEL 2x4 WALL PANEL Bx8 PLATE BEAM Bx8 PLATE BEAM 0 d 2x4 WALL PANEL --- ,-- . o o6� 3 1262 'i yxyx� IQ _t 0" W-0" -- 9' fl" 9'- 0" 29 N PRO 9 8 31/4" z 12" 16" BARN SPIKES (TYP.) HUM ! LAM.!. GIRDER Gil cryLL 8 a Ed � \ p m 3: a Al a � n m w r, LU PLATE BEAM 121' BARN SPIKES TYP. 6x6 PLATE BEAM U M Z � o � 2x LU Z 'A O =i W P= \\111711WII///pcc 800 PLATE BEAM __- ���wvib Q Q 8x8 CONTINUOUS POST 2x4 WALL PANEL - ..psi pfq 5•i LtJ rw m= Z m aG ' #rte Ir- .P4jpp0 iI1N�110 EL -------- ------ -----'_ - - -- ---- -- -----.._ 24'-10'-- -- --- ---- - -._. - --- -- - - MAIN LEVEL PLATE PLAN �I --------------------------------- I I I I I I 24._0.. i - 6 1)'--_.- --_-- 24'-0 r+---i II I I II I I II I I II I I II I I II I I II I I II _J --------- ---------------------- EXACT ------- ----------------------EXACT SIZE AND LOC TION FOR I I MASONRY CHIMNEY TO BE I I DETERMINED BY CON ACTOR I I AND MASON AT JOBSI I I I I 22x4 WALL PANEL 2x4 WALL PANEL I _------ 6x8 PLATE BEAM BELOW 6x8 PLATE BEAM BELOW I I d I I � I I a I I 0 3 --------- ----------------------J 3 m a a ' 2x10 BEV. HEADER a '� �j c m .24 6x1 PLATE BEAM BELO K m ' SI 10 H $1 2" BEV. BLOCKING = C 8x8 1 S O 4' D.C. 6'-9 5116" 6'-5 3/8" B'-9 5/16" fi_p__ _ 24'-0" _ mtz w/ x6 G CEDAR DECKINGrs 2-1/2'"x6" LAGS 2x4 WALL PANEL m COUNTkERSINK k PLUG 3x8 HEADER z z 6x8 P A rE BEAM I LOW i 0 BARN PIKES SxB LATE BEAM BELOWtz x 0 d m R o 2x4 WALL PANEL BELOW s z m o ro 6 8 NOTCHED HEADERnasr- m 5 ____� n �_ d 91PC 0 12._0.. fi• 9._p., Be �F 4x8 BLOCI,ING a Bez 0 8 3/4" x 12" 10" BARN PIKES ( ) LAM. GIR E d o V— = . m ! ^ 3-1 4" x 1/4" V.L ai 6x8 J01 03, o. . m BUILT P GIR ER f: m w 2x8 G DECKI b3 m 2x10 CBLIN JOISTSO 24" D.C. d W 10" BAR PIKES B PLATE B BELOW m Z "� Y W Z u{ -- - -- 3x8 HEADER ej z P Q O 8x8 RAFTERS O V D.C. z W F- x w/ 2x8 TleO CEDAR DECKING s p1lDRhqc 600 PLATE BEAM BELOW m r�� � """" RL � � � . 0 El14 PEq� Q Q 2x4 WALL PANEL BELOW Lv - -- A m '� iWf C>' Z m 2x8 ROUGH RAKE (n HALF LAPPED JOINT W/ 4-1/2 x 4 LAGSF- COUNTERSINK & PLUG 9 •.,Nu O +: ::91•''•1 � (n 12', 0" 6'-p" 9'-0• 8-2 ---- i,1T0 Illul EL 35J5 2° 24'-10" _ - UPPER LEVEL FRAMING PLAN W p 60'_0'• — � c N --------------------------------� I I I I sb'-o" I I .yI 24._0„ F._0,. 24•-0" - - 9 -�-- - 6'-Cl" I II I I II I I II I I II I I II I I"--------- ----------------------� I I � I I I I I I I I EXACT SIZE AND LOC TION FOR I I MASONRY CHIMNEY TO BE I I DETERMINED BY CON ACTOR I I AND MASON AT JOBS I I I I 2x4 WALL PANEL 2x4 WALL PANEL 6)x8 PLATE BEAM BELOW 6xS PLATE BEAM BELOW I I I I Ed I I I I I Zt m d E m m � � I 1p I A' I -9 5/16" 8'-5 3/fl" h B'-9 5/18" 0 n„ r 24'-0" m I � 2x4 WALL PANEL 2x4 WALL PANEL - -- BxB PLATE BEAM 12' BARN SPIKES (TYP.) 6z8 PLATE BEAM o � I r 2x10 BEV. HEADER O �oiZ Ed x WAIDGER -- - - ----- n a a a ti nnza�� u � 3 w tl 0., .__ 0 ro 6 3/4' w 12' 16' BARN SPIKES (TYP.) LAM. RIDIGE BEAM F F FEd d Lo1 11 11 11 1 11 11 $ •1 G U. m m m mEd N A 3 ox m Som 202 1 AFTERSO 24' o.c. w 3 COX LYWO V �_ n 12' BARN SPIKES TYP. SxB PLATE BEAM Z ji W 2x4 WALL PANELI �_ O I I LU H I I — Dlqf?i,!*, p a x _ �_- `y+Q'..�gElll PFq�a;SjJ'?� O m Q L ______________ J N -_.- -- f ' Z 2x10 BEV. HEADER - 1 W` ' cn e10 ' .f�� F- _0„ �� •.,.z 019116.•'d O (n 9, 0" 8'-2" 4�/f/fl O d —. _—._ _-- - ------- --- I11111111111P 24•_10'. -0„ UPPER LEVEL PLATE PLAN '" v j I j i --------------------------------- I I 36• 0" I I 6_p, - 24._Q„ I I I I r- n' y. 6.• 6.-u" 9,_0„ I I,_o, I I II I I I I I I I I _ I--- -------- 4 _J I I I I I I I I I I I EXACT SIZE AND LOC TION FOR MASONRY CHIMNEY TO BE I DETERMINED BY CON ACTOR I I AND MASON AT JOBSI I I �i --- - - --- - - - - - -- -- ----- 2x10 BEV. HEADER --- — x ALLE BELOW 2z4 W PANEL SLOW 6x8 PSLOW 2' RIGI OAM 8x8 P IT'BEAN 'ELOW j2• BEV. LOCKING -- I I I I d I O W I W m o 3 m _ ____________________J a d d � -------- 'a S L L L_J L a a 8x8 RAI S 3' o. . w 24 T e CEDAR :KING fO ia CG 24'_0•, i V. HEADER F 2x10 BEV. HEADS 2 4 WA PA BELO 2x4 W PA L BEL 12' N SPIKESTYP. i c 8 P BE BELOW 8x8 TE B M L W 2x8 NAI Y 2x8 ILER !9�yeee� �e 3 3 <6 mm m m I ee N U' 4 rc �e yy L4 FF= N r 3 I Oi tlli71� x!2'0 N F N F wx I 2222 E SO 38�I= o�or ro 3@ e 3/4 x 12 r LAM. F DGE 81 kM i UP �8 � CD61 „ m N N N m 2x12 RAFTE O 24 o.c. 1 " I a w 8 C PL OD a i I M � A I I i 8zB PLA EAM OW i LU ly M `n 2XId BEV. 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O 8'-8 3/4" 2x4 NAILER 0 7'-4 5/8" 0 12'-p�• 8'-O" 9'-0" 9'-D" PANELS M1-M4 2x4 0 16. O.O. O W-5 5/8" 2x4 NAILER 0 7'-10 3/8" 01. i SET WINDOWS O 6'-11" -�� 35'-2" 24''10• �1, m �v 0 " g N 6'-0' 24•_0• 12•_0" 4'-0" 4'-O" 2'-0' 8'-0' 1 -6' 7'-0" 11'-0' 4'-10" 0 I o I ----- ------ — ---------- ------------ b I o I 1 I I I I b � I 1 TO I m 11 :_6• 4'_6. 5,_6. 7'_6" 51_4" I I 8' CONCRETE FILLED BUILDERS TUBES o/ I 16" x 8" DEEP FOOTING TO MIN. 48• 'o 'oI I BELOW GRADE (16-TTP.) I —1 N N I o I � -----I 9'-0" I , I I I ______ M ACT SIZE AND LOCATION FOR MASONRY CHIMNEYT BE B" 4'_6" 1 DETERMINED BY CONTRACTOR __J LAND MASON AT JOBSITE ------____— _-- r----1 r ----------J -------- I I I I I o I I I I I o \ 1 I I I 1 I I I I I m I I I I o 16' V-6^ 1'-10 I 8'-9 5/18" 6'-5 3/8" 8'-9 5/16" I I 6•_0• I I I 1 \N S z io 90 8" CONCRETE FILLED] ILDERS TUBES o/I I I I I I a z z g C .I •' 16' x 8' DEEP FOOTRJG TO MIN. 48" I I CONCRETE FOORNd BELOW GRADE (2-TYP.) _J I r I 1 I L-------- rc m 8 s —, 'BEAM POCKET I I ir I -+—+� I I DN r-------•_J L— I I I BEAM POCKETL________, I I I I _ _ _ 1 � I J I < Coi I I I J L CONCRETE FOOTING I I I I FOUNDATION NO11ES: (HOUSE) I I 110" POURED CONICRETE WALLS o/ I I o c 120' NIDE x 10' 1 DEEP CONT. CONCRETE FOOTINGS II TO MIN. 48" BELOW GRADE I ________________________ o I 14" POURED CONOCRETE SLAB IN BASEMENT I I I I m o m 5 8•x12^ ANCHOR BOLTS O 3'-B' o.c. AND I I FOUNDATION NOTES: (GARAGE) 1 1 mm m o o I I / 8" POURED CONCRETE WALLS o wNwo , 0 I I I 12' MINIMUM FFROM EACH CORNER I I 16" NIDE x 8" DEEP CONT. CONCRETE FOOTINGS I I s=�=z o• w E y_ I I I w/MASONRY DP SQUARE WASHERS TO MIN. 48" BELOW GRADE I I cno8p t I I I ALL MASONRY ODPENINGS TO BE DETER INED AT JOBSITE 4" POURED CONCRETE SLAB ON GRADE ��\ z I OPTIONAL 1 1/22• STYROFOAM TO FOD NG PITCHED TO DOORS FOR DRAINAGE I \q\nq\q4q F 1Dz0(CONCRETE FOOTINGS (5-TYP.) 1/2•x8• ANCHOR BOLTS O 6' o.c. AND O ALL CORNERS 13'-0• x 3-0" x 1 -O" DEEP oAMASONRY OPENINGS TO BE DETERMINED AT JOBSITE FT -1 F— , o I N II I I I rcl III ww BEAM POCKET(I (BEAM POCKETS (44-TYP.� of mm 17• WIDE x 11" HIGGH x 4IN WALL I 4'-0" I (FOR 3-1 3/411 '1/4 LVL LLL_ _J I I o W I (CONCRETE FOOTING I ICONCRETE FOOTING i I 1I I m I I I 1 1 r t -1 I !i L I I 12''-0' 1 I N I I I I I I I 6'-0" s'—o" s'—G' I �--+—J �I I (CONCRETE FOOTING iv I i I 3'-0' x 3-0• x 1'-0 DEEP M I NOTE: I I 12'-0" 12'-0" I I c '0m I I BASEMENT / VENT I I 6 o I I WINDOW LOCATIONS I I 'o $I I w 5 n b I I TO BE DETERMINED I I •I pl I m BY CONTRACTOR N W I L-____________________ ___________________J I I I I Z Dov I I I W vi --I I I I Z 8' �ONCRETE FILLED BUILDERS TUBES( o/ I I I I i0 16' x 8' DEEP FOOTING TO MIN. 48' I I I I I W of I +IDADE (2-TP.) I---------- }' I I Q Q _______________________________.—______J L_ W Z m 8--2- 35'-2" -2"35,-2" 24'-10' C 60'-D- FOUNDATION PLANp 60'-0" 6'-1 1/2" 23'-101/2" 12'-0" 4'-0" 4'-0" 2'-0" 8'-0" 0 o 10 2-2x10 P.T. HEADER 2-200 P.T. HEADER b (O 11 2x8 .T. UIL UP RDI R 4 2x8 .T. UIL UP IRD m m 0o BUO4 QNG BLOI KING30 b 0 0 W 4 '2x8 P.T.I UIL UPIRD R 4 2x8 P.T. UIL UP GIRD R amm EEO egg d o_ N L ING BL-0( ING "o 9 N 2x8 P.T. OISIS O 8" c1c. I I Ir w/ /4x -DECING 2x8 P.T. BullL UP GIRD 4 2x8 P.T. BUIL UP GIRD R BLICK ING BLOI KING \ 6' O, - o \_ 7n I b O_ 20P.T. AI EIJI 112x8I[.T. AI HEA IER 2x1C HEA ER In 201 P.T. SILL UNDI 2x1 P.T. SILL UND - BOLII BL CKIt I SOUIBL KI of 'o ATU. III TS 2-2x10 HEADER AT 0 P S o F3 o a 'oo o xi J01 TS 16' o. y N N o 4" T&G PL �. I b p BRI GIN O h DSP v 6x6 PORCH POST b b FROM FLOOR ABOVE 1= o0 o Z5 z m 2-2x8 P.T. HEADER 4-2x8 I of 2x8 P J 16 O.C. -0 N '-0 N '-0 c Z, C $a + w/ 5 x8 CKI G 6 C NT. OS <i C 6x CO P T M O z AB VE 6 T. OST '� < o P.T. NAI FR OR 0 2 HL 3 CH B OM 00 AB 2x1O HEADER o 8 xi HE ER z� � o X1 . . SILL UNO 3- 3/ x 1 1 " L. 1- rc< m J S B CKI BU T U CO TIN US IRD A c A' LL I OSTcIF L .1- INDE CEI TER -OSI iof o_ o o m �. 2xIC 1 c 16" .c. o c> o w/ /4' &G L OD Le3 BRI ING MI SP B'-2" pXMM=Z2-2x10 HEADER OVSOU BL CKIN SOU BL CKIN OLI L KINrAT STS QBL IN 3-1 4 x 1 1 L.V arcP STS BUIL UP GIRD AT P STS M Z 2x1C JOI 16" .c. j 'oLL o w/ 4' r&G L OD o b 0 r o r; BRIC ANG MI )SPA I IF a N N O O M % M S IUD ILOC ING SC JD E OCY NG S UD LOC ING SI LID LOCI ING OU BL KIN e AU PO AlALL POS 3 A AU. PO A ALI PO T P ISTS W U 2x10 P.T. SILL (UNDER 2x10 HEADER xy W Z v 2x P.T. JOIS 6 16" .c. o of w/ /4 DE IN O' W ~ 4-2 6 P St LT GI DER W ~ F >� 0 2-2x8 P.T. HEADER m > Q Q 6x6 PORCH POSTS FROM FLOOR ABOVE N Z m W F- 18'-0" 9'-0" 8'-2" O d 35'-2" 24!-10" �0 60'-0" MAIN LEVEL FRAMING PLAN ON g N 60'-0- W-0" 24,-0" 12'-0" 4•-0" 4•-0" 2'-0• 6'-O` 9'-C" 6'-0" 9'-0` 4'-7 3/4. M3 3'-0. M2 4'-7 3/4" 0 I 0 I n 0 0 I I 0 24' 4" DECK 11'-5" x 15-6` 0 IL I s uD 0 00 I w DECK '-0" x 24-0- 0 i N O I N N v EXISTING HOUSE 1s'-4• x 24-4 ON 0 I in AND. L0611L AND. F16061IR AND. 160611R HD5A POST 51 129 o roHOLDOWN P5 P6 1212HT STRAP TIE P6 PS 1212HL STRAP TIE HD5A POST AT PLATE BEAM HD5A POST /l a 1v AT PLATE BEAM HOLDOWN HOLDOWN HD5A POST m6'-0* HOLDOWN 1212HL STRAP TE I AT PLATE BEAM 16,-e" L8 c 3'-1` \ Mt coram W W is J mts0 m O M LIVING og ��=m '� M4 Y 23'-4" x 13'-7• m m �� is z Pt / N M O �U' N m_ sa �g Cg 2—HL-43 PORCH P18 L7 <= s=g c c 5'-6• x '-8` 8'-9 5/16" 6'-5 3/8` 12'-1 5/16` 2'-8" 24'-0• o a m W m ~ HDBA POST P18 HOLDOWN AND. 31611AR AT PL STRAP TIE o YJ Wm ► C, OPE ABOVE-- OPEN ABOVE AT PLATE BEAM Q� H ---- -- --- N 1212HL STRAP TIE • P1} P1} HDBA POST n d 0 •j ATI BEAM P7 Fpy 2-HL-73 ANCHORS AT EACH OF 4 POSTS • 9 • P10 HOEDOWN o M s � O LAGGED TO GIRDER & POST IN FLOOR JOISTS U \ m •a a I c f- w n POSTS TO EXTEND THRU FLOOR TO GIRDER o HD6A POST Y .95 O HOLDOVN \ c E O r W N LLI�LLI.p Friw O DINING ON �� O m f-- -- H68APOST �o &�Et HOLDOVM m I I MN�Om —0. ••• BEAMED MID FLOOR SYSTEM I w \nmm iWi' m +'+ EXPOSED FRAME SYSTEM WITHOUT KNEE BRACES og I 'S oggo qoF �s�rw 6'-0" 9'-0" m 9'-0" c i G 87S7ii7i inz o S o 1-HL-73 ANCHOR EACH OF 3 POSTS M N c> m w� EN � •o HDD14AA PST P1 P2 LAGGED TO FLOOR POST INSIDE STUD WALL "�m iv c po:rcrc¢LL WV < a / 606 HD14A POST I c N 1212HT STRAP TIE I m I AT PLATE BEAM P2 m P2 LAUNDRY Pt HOLDOWN e m 8'-6• x 5'-7• 1212HT STRAP TIE I HDBA POST cy) "r N AT PLATE BEAM I Q `•, m � L---- HOEDOWN— O KIPCHEN _____ imn o 11'-6" x fl'-6" Fill HDBA POST n m O ® GARAGE r---- I L10 o v os ENTRY N LS m z3'-7" x 23'-4" i HGLDowN o e o < $ B'-T x 11'-8• I os m BATH I � W W�M m B'-6" z 5'-6• I m V HDBA POST p n a 1212HT STRAP TIE pg pg P7 HDBA POST W O N .~.. HOLDOWN AT PLATE BEAM HOLDOWN n I m 0 THERM -TRU 1212HL STRAP TE I HDBA POST W 0 AT PL STRAP TIE CW1 5 LL HDBA POST HDBA POST HDBA PO CWI R I HOLDOWN Q AT PLATE BEAM HOEDOWN HOEDOWN P18 3068 S 238 w/ P18 HOEDOWN AT PLATE BEAM 0 2-12" S 100SL-LE L--------- w 2 2-HL-43 PO CH-HL-43 ¢ Q ANCHOR P1� 8'-5• P1� ANCHOR Z LLI 0] H 6A POST CW14 L HPOST MAIN LEVEL FLOOR PLAN cul) LDOWN HOEDOLD OWN 4'-6" 4'-6" 4'-6- Ll O L3 L4 PANEL NOTES: 0 PANELS L7-L10 2x4 O 16" o.c. O W-8 3/4• 2x4 NAILER O 7'-4 5/B- 1:2'-0" 6'-0" 9'-0" 9'-0' PANELS M7-M4 2x4 O 16" o.c. O B'-5 5/8" 2x4 NAILER O 7'-10 3/8" d SET VANDOWS O W-11- 35'-2" 24'-10* bil m L 0 M > 601-0" � o N 60'-0" 6•_U• 24'-0" 12'-0' 4._0" 4'_0" 2'-0. 8•_0• 1 _6" 7._0' 11'-p• 4'-10" 0 1 0 1n I 10 - ---------- ----------------- ------ 0 o I I I I \ \ \ N I I I I o I 0 1 � 1 1 00 + + I I I 8" CONCRETE FILLED BUILDERS TUBES o/ I 18" x 8" DEEP FOOTING TO MIN. 48' o I BELOW GRADE (16-TYP.) N I 0 I o ,I < --------I I I I I 1 EXACT SIZE AND LOCATION FOR _____ --- MASONRY CHIMNEY BE B' 4_8. 1 -� I I DETERMINED BY CONTRACTOR ______ - LAND MASON AT JOBSITE I I I I r-------------� L-------------- I I I n •„ I � I I I n I I I I I I I I I ] I I o 'ol 'a10 16" 4•_6" 1'-J0 ' 1I 8'-9 5/16" 6'-5 3/e' 8'-9 5/16" I I 6'_11" I 0 a m -f / I I I NN N3pO�p •Ffy'J cg6 o io 8' CONCRETE FlLLECD I ILDERS TUBES o/I I I 1 mg zz C Y 1;0 16" x 8" DEEP FOOIT NO TO MIN. 48" � I CONCRETE m •9„ x� BE GRADE GRADE (2-4YP.)___ I r I , r I , I L________ zo o � o I II BEAM POCKET —+—F-- I I ,off oWmi BEAM PocKETL________, iz1 r----- I pN II I _J L_ J I !w & I I I I I CONCRETE FOOTING 1 i a m C � c IL _______________________________ _ tO�•2 11 IFOUNDATION NOTES: (HOUSE) WALLS o/ I I 1 o II I I 11aCONCRETE NDEEP CONCRETE FOOTINGS] I I ___ TO IN. 48BELOW GRA I I I 4 POURED CONCRETE SLAB IN BASEMENT FOUNDATION NOTES: (GARAGE) I I mmmm m e 15/6"x12" ANCHOR BOLTS O 3'-9' o.c. AND I 1 8' POURED CONCRETIE WALLS o/ 1 1 ==s=z I 12" MINIMUM FROM EACH CORNER I 1 16' NIDE x 8" DEEP CONT. CONCRETE FOOTINGS I I nroro o w v. I w/ SIMPSON 2" SQUARE WASHERS TO MIN. 48" BELLOW GRADE 000—� C I ALL MASONRY OPENINGS TO BE DETERMINED AT JOBSITE 4" POURED CONCRETIE SLAB ON GRADE j MNmo y W I OPTIONAL 1 1/2" STYROFOAM TO FOOTING I I PITCHED TO DOORiS FOR DRAINAGE o �+ I CONCRETE FOOTINGS (5-TYP.) I I O 1/2'x8" ANCHOR BOILTS O 6' o.c. AND O ALL CORNERS I I I 1 13'-O' x 3'-0" x P-O" DEEP I I I I 1 t v ALL MASONRY OPENINGS TO BE DETERMINED AT JOBSITE I I < c H z F I I I I I I I I I I O1 &<o 0 I I I I I w I I 1BEAM POCKETS (4-TYP.) —_4—+—f_—_4—+—f_— —_�—+-•--F-- I I rcl I �mmmm� N I 1 4'-0" Ir WIDE x 11' HIGH x 4' IN WALL I I I I I I BEAM POCKET] I of 1 ' ]FOR 3-1 3/4x11 1/4 LVL I I I L_�_J L_�_J L_�_J I I I CONCRETE FOOTING I II _ I ]CONCRETE FOOTING I I 1 _ _ <I I T � 'u LL I 1I I I I I I I 12'_0. I I 6'-G" 9'-0" 9'-D" 1 I-- CONJ �I I I CRETE FOOTING o ( L____J i 3'-0" x 3'-O" x 1'-0" DEEP N I 1 1 1 I NOTE: I i12'-0 BASEMENT / VENT I 10 'r3 •O WINDOW LOCATIONS I 1 0 w1 I I m I I 1 TO BE DETERMINED I 1 .I ml I 0 W w Tn I I BY CONTRACTOR ___- i I I IL_________________________________________________ U 1 z NQY L____________________________ ____ ___� 1 W OZ 8" �ONCRETE FILLED BUILDERS TUBES] o/ 1 I I I 16" x 8" DEEP FOOTING TO MIN. 48" LU ~ o (2-TYP BE J 1 I 1 0 1 I 1I L__________ ________________________J m O - J ---------- y I Z m e'-O" F- 6 6" V) O' 9'-D" 8,-2. 35•_2" 24'-10" p FOUNDATION PLAN 6D'-D• o �v 7 O N S 60'-0• 6'-1 1/2• 23'-101/2• 12'-0• 4'-0• 4'-O• 2'_0• 8'-0• 0 o I I io ro 2-200 P.T. HEADER 2-200 P.T. HEADER I 2x8 .T. UIL UP RD 2x8P.T. UIL UP ARD m •m I ro LO ING BLO ING rn 0 a �j 4 2x8 P.T. UIL UP IRD 4 2x8 P.T. UIL UP ROR r d o_ N W o m LO ING LO ING I o I n 2x8 .T. ISI O 6' c c. W/ /4x DE ING ' 4 2x8 P.T. UIL UP IRD 2z8 P.T. UIL UP ARD R BLOI N ING BLOI <ING \ 6' 0• - o N I � O I11 11 20P.T. NAI 2x8 PT. All x1 HE ER x1 H ER ut x1 P.T. LL ND 2x1 P.T. SILL ND SOLI BL 1XIN SOUIBL KI -' AT STS 2-200 HEADER AT P S o c o m n r O r 0 1 J01 TS 18' o.c 4 T&G 301 00 i o 0 �j ao N �J 6'-0• 4 Y BRI GIN O 1 DSP N� Qj c o Z5 z 6x6 PORCH POST FROM ROOR ABOVE �+ �+ �N Its z 2-2x8 P.T. HEADER A 3 x 4-2%8 T. ILT -0 N '-0 N r-0 a Z1^ $ C 'ol 2X8 P JO TS 16 o.c. 6 C NT. OS o z m <z g Y w/ 5 x6 CKI G extP T 0 AB VE 6 ClT. OST g FR Fl OR BO 2 l 3 OH 1 OM 00 AB 2x10 HEADER m x10 HEA1 R rc z uwi o 2x .T. SI UN D 3- 3/ x 1 1 L .L ¢ o 8 CKI BU T U CO TIN US RO A A g 9' .L NDE CE TER OS a < d o m x1 JD 6• .e. �n w/ /4' &G L OD 'n iv 23 BRIC ING 01 MI SP 8-2• xxxx d�E 0 2-2z10HEADER "aoo$, N \moo w qOq qOq gOqgOqF aull m!m SOU BL CKIN SOU BL STS OU L KIN o ,o Yd Of YnYnz o S ff o AT I P STS mon N 3-i 4 x 1 1 LV AT P STS w MIX il P STS n BBUI UP GIRD o CV 153 LL Y N 2XIC JD 6• / IM )OD N � o N a BRI ANG MI SP Atag ~a' r d o_ ro % w g $ N � � UD LO ING D OC NG D LOC ING S UD LOC ING U BL KIN X19 m A PO A ALL POS A A PO A A P T P STS Z � 2x10 P.I.T. SILL UNDER 2x10 HEADER z LLI Q 0 2x P.T. JOIS O 16• .c. 8 b w/ /4 D KIN c W ~ 4- 8 P r. B LT 11 GI DER C 2-20 P.T. HEADER c' Q Q W 8x6 PORCH POSTS Z m FROM FLOOR ABOVE N cf) H (n O 18'-0• 9'-0" 8!-2" d 35-2• 24'-10• MAIN LEVEL FRAMING PLAN \-M 7Lnp N LOT AREA m 64,250 sq. ft. TO TIE LINE LOT AREA TO TIDAL WETLANDS LIMITS DATUM N.O.V.D. x NOTE. AREA FROM TOP OF BLUFF LOT AREA TO TIDAL WETLAND UWRS - 70,750 t Sq Fr TO COX NECK ROAD ZONED X LAND BY CREEK ZONED AE GREEK FIRM FLOOD INSURANCE MAmNCK 'mXm PATI RATE MAP - PANEL 461 t®�,�5 05 I S 19'51'00'E 1 O.B1, 30 w BOTTOM OF BLUFF TOP OF BLUFF ryh u• 21 A A b MON 70P OF BLUFF2nd at wood > fr. W/ � dwell FR SH a b g 9Pop It i� YI W roo' 3 ry WEr� IT SS; �IO "� DOOR (36.0) /p 5B'W 25.00' — 55 +_ tlI / / J� \ \ /gravel drive. d �ri I I o`I 1 w > W � b � W X b Z 0 � I Z � 3 O\ N I N � 1 0 m � n r, � b b N 19'OZ 581Y 142.05' W OR 1--- No FONTANA I N n ob no � o w b o The existence of right of ways and or easements 6 N ti N n of record, if any, not shown are not gu ranlera_ d z R m ^ 2saa• y 10- 27- 2004 REVISE GA_FXE. S E11 REV.DIST.TO R.O.W. /l�� 7 - 26 - 2004 ADD DIST. FROM GAR. TO R.O.W. U ADDED FLOOD ZONE 9 - I9 - 2004 SHOW PROPOSED ADDITION 2-16-2004 ADDE➢-ADDITIONAL TOPO, InCATED. TOP and BOTDOM OF BLUFF rnararrt 'Ala Fon 0 ���m° m ue wu xa uor JOB No. 03-199 FILE Na. 132 1) Nlocm m auYF TE o�cn lo ouaac mass o,aR waif. rmla Iwma nvmxu weAc Aahnlax ro mwh oh w corwmimnhu. SURVEYED FOR CHARLES k DEANNA SNOW ulmma®umOR+ m NLIInM mlNe mINEv o A wamon nF Slox 'Hoy s me rAw rar oraE wunax va. rwwam xaaam Iwox 9 u wa owy m ME paox w1I woo alC aaun a uoaaw, armaiaxru. SITUATED AT MATITTUCK Aaxc,un UNUNG Nm unEn 16Edra as m mE.roma OF x uaaxh amrvnox. awvmaa Art NOT roaomrwi m mamua.IanIMIOM TOWN OF SOUTHOLO, SUFFOLK COUNTY, N.Y. ah aiiniaar omaa carwa u Ta away WP Ma cuwh as Wn aEI4Yah'h M®iK a SCALE 1' = 50' DATE 8-5-2003 4aY® 6K 4WL W RE aalYnm m W A W ll0a airy. FILED MAP No. DATE CERTIFIED ONLY TO: TAX MAP No.(REF ONLY) TO00-1 T3-e-7.5 DISK 2003 CHARLES k DEANNA SNOW COMMONWEALTH LAND TITLE INSURANCE CO. OF NEW YORK HAROLD F. TRA14CHON JR. P.C. M 030926 LAND SURVEYOR SNOW BECKER KRAUSS P.C. P.O. BOX 616 �r {I .� 1866 WADING RIVER-MANOR 79 WADING RIVER.N l o • � F (.^^ ' " NEW YORK, 11792 HAROLD F. TRA NCHON JB. N. LIC, No. 048992 631-929-4695 Pcuu 1Ir u„ vnt BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: Imo/ !O /04 APPLICANT: Cs NOS DATE SUBMITTED: i I /$ /04 SCTM#DISTRICT: 1,000, SECTION: 1_�, BLOCK: , LOT:'4: 'S SUBDIVISION: — ADDRESS:a CITY: '"{ l/G .. ZONING DISTRICT: CONFORMING? N BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BP lo o,36 -Z/ C/0 Z- 14940 , INFO i BP2)f-7 -Z/ C/0 Z-,,2 65 6 -3 , INFO A cc�,j „r' BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83 REQ. LOT SIZE: $ok ACT. LOT SIZE:CY,24-V REQ. LOT COV. c'�% ACT. LOT COV. � REQ. FRONT f PROP. FRONT ;7—REQ SIDE ACT. SIDE / REQ. REAR '7 Y PROP. REAR i REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: 1�bpSJ A e 1 ti. ESTIMATED PROJECT COST: p d AROUTPeT/ENGINEER: WATER FRONT? ,DESCRIPTION: -r (i ,n( C� , 'c I . PANEL # FLOOD ZONE: �C BULKHEAD? ,a/� DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES orlt� (BED #): DTE: _/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y o1 >EPTIC CERTIFICATION: r N ✓'� � � " NEW YORK STATE DEC: PRE-DEC 9/1/75 YES DTE: /_/_ PERMIT#: SOUTHOLD TOWN TRUSTEES: YES DTE__/ /_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES DTE: /_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES o DTE _/ /_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES op- NEW YORK STATE CODE OMPLI CE (SEE PAGE 6G>r NO NOTES: I I FEE STRUCTURE: FOUNDATION: ,"336 SF FIRST FLOOR: SF SECOND FLOOR: M!4 SF OTHER: SF INIT OTHER TOTAL TOTAL: �2 p SF FEE FEE FEE 00 0 SF)- 16SF)= I TI C) SF X$ .S0=$ +$ 1 6Z)+$ = $ 6$ l ( SF)- SF)= SF X $ =$ +$ +$ = $ ( SF)- (—SF)— SFX$ =$ +$ +$ = $ 00 FINAL TOTAL: NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MrH Seismic Design Category:B Weathering: Severe Frost Depth:36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE?Y/N (RETURN TO PAGE ONE)