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HomeMy WebLinkAbout31035-Z FORM NO. 4 i; TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32553 Date: 08/22/07 THIS CERTIFIES that the building ADDITION Location of Property: EQUESTRIAN AVE FISHERS ISLAND (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 9 Block 3 Lot 10.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 22, 2005 pursuant to which Building Permit No. 31035-Z dated APRIL 4, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to PETER 0 CRISP (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HRALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2100855 03/22/07 PLUMBERS CERTIFICATION DATED N/A ��4 � - th rize Sign ture Rev. 1/81 FROM SOUTHOLD TOWN PLAW 9,G BOARD FAX NO. 516 765 3136 Nov. 09 2000 0e:5W P1 TOWN OF SOUTHOLD BOILDINC DBpARTMENT TOWN HALL 765-1302 APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter Olt ink and submitted to the building inspector with the following: for new building or now use: 1, Final survey of •property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features.sewerage -9 form). 2. Mal Approval from Health Dept. of water supply esu�r ag 3. Approval of electrical installation from Hoard 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 (prier 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 a 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. Feu 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 Csttificate of Occupancy - . .2u 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15..r0-�0, Commercial $15.00 Date . . . ... ... `4. . .. . . .. . . ... . . . .. . ... Now Construction. . . . .. . . . . Old Or Pre-existing Building. ... .. ...... Location of Property. . . . . . ... . ... . .Eq.U `J`�1Y' u1..... J.`.V.�. ... . .. .F1"S 6y�. .J�3.6 House N cc In'Stre�e+t Hamlet Onwer or Owners of Property��.."....C. . .. �.�e�.��` .... . ...... .... . ..ff. ... • .. . . • • •... County Tax Map No 1000, Section. . . QO .!. . . ..Block. �L�. ...Loc-.O.`O_.� � •� ••- Subdivision.. . .. . . . . .. . . . . . . . .... ...... ......�J....Filed Map...... . ...I..'Lot......1.. .r......I..... . ..�.. .... Permit No. .�]N�Z.Date Of Permit. ...6.� 4 s.Applicant. l� 1U:S.�<Cr... ... Realth Dept. Approval... ................. . .... .Underwriters Approval . . . .. . . .. . . . . . . . . . planning Board Approval.. . ... .................. Request for: Temporary Certi/f�icate. .... . .. . . . Final Certicate.. X . . .. . Fee Submitced: $. .. .�t�N:O!-1` —. . .... .. . .. . . . ... (2APPLICANT . .. ...... ..... .. . .. ..... • co�3�ss�j 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. 31035 Z Date APRIL 4 , 2005 Permission is hereby granted to : PETER O CRISP 103 HORSESHOE RD MILL NECK,NY 11765 for ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at EQUESTRIAN AVE FISHERS ISLAND County Tax Map No. 473889 Section 009 Block 0003 Lot No. 010 . 001 pursuant to application dated MARCH 22 , 2005 and approved by the Building Inspector to expire on OCTOBER 4, 2006 . Fee $ 150 . 00 J Authorized Signature ORIGINAL Rev. 5/8/02 cPcPrJ�r�rJcPrJrJr�rJr�cPrJ�rJ�rJ�rJ�rJ�rJ�rJrJ�r�rJr i2i 23�rJ�rJ�rJ�rPrJ�rJ�r3pd'.FL3rd3 pLrL3r3rL31ESWU- �B+ 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE S NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY C5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 Upon the application of upon premises owned by �' 5 5 WALSH SERVICE PETER CRISP 2,, ' (q 5 fj PO BOX 325 2357 EQUESTRIAN AVE 5 FISHERS ISLAND, NY 06390, FISHERS ISLAND, NY 06390 5 C5 5 Located at 2357 EQUESTRIAN AVE FISHERS ISLAND, NY 06390 5 S Application Number: 2100855 Certificate Number: 2100855 5 5 Section: Block: Lot: Building Permit: 8DC: ns11 e5 5 5 Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor,addition,Outside,Attic, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 22nd Day of March,2007. 5 5 Name OTY Rate Rating Circuit Type 5 5 5 5 5 5 5 5 5 5 5 5 5 5 sea/ 5 sk ��S 1 of , 5 cl This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 B cPr1'cPr�rJcnr�cprJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJ@PcPrJ�rpcPrJ�rJ�r�cPr�r�cPrJ�cPrJ�rJ�rJ�rJ@PrJ'rJ�rJ�rJ�rJ�rJ�rJ�rJ�rJrJcPcPrJ'cPrJ�r�rJ�rJ�rJ�cPrJ�rJ�rlrJ�rJ�U� 0 TEL. 765-1802 ��S�FF��CpG TOWN OF SOUTHOLD yj OFFICE OF BUILDING INSPECTOR z P.O. BOX 728 TOWN HALL SOUTHOLD, N.Y. 11971 1 C E R T I F I C A T I O N Date d Q BuildingPermitNo. 3 l 0 3 Owner \J�� (pi a e print)) T U / — Plumber v (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (plumber ' s signature) sworn to before me this day of 71 ,Lk ' qx Nota y Public Notary Public, County ROXANNESPAULDING NOTARY PUBLIC,STATE Of NEW YORK No.01SP6113g42 QUA[11 It I)IN SUI 101 K COON I MY COMMISSION LVIRES AUG.9,200ir FIELD INSPECTION REPORT DATE COMMENTS C"dwe l O- W m FOUNDATION(1ST) �� G 1P �7 ----------------------------------- FOUNDATION(2ND) - z � y � ROUGH FRAMING& PLUMBING --.--- ---- (/� Z ° � > INSULATION PER N.Y. R1 STATE ENERGY CODE --- FINAL ADDITIONAL COMMENTS -- --- - LA �O -bz � m — — V-:j 0 z x y d ro y TOWN OF SOUTHOLD PROPERTY-4ECORD CARD airy OWNER STREET VILLAGE DIST. SUB. LOT der D. Cris Rd. f s l.��r✓ FOBMFR OWNER N E ACR. (�h s A Rio 6 r- R�✓ S W TYPE OF BUILDING Chi S ✓A+r has<ed d �svo ZES. S S. VL, a, . FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS 5 jg 1,14 d LAe, 0 d a .0 .Adt—qiY-- r, o /o 0o G i t 2 07. zI fig il-W bELL.I,uc / zo0 7,400 Sio00 za83 $ 0 $0 O v1 tn(° risP ad 525coo. Q2oa Q000�ty ID 200 2 7 ID c, �g3 ris 4 Close-iH 1011,c, G� '1'lbR -illable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Aeadowland DEPTH iouse Plot BULKHEAD "otaI ■■ ■■ ■■■■■M■■■■M■■now ■■■■■■ moi' NOON■ E■■■■■■M■■N■M■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■��■■■■■■ ■■■■MEN■■■■■■■■■■■■■■ ■■NONE ., ■■■■■■■■■■■■■■■■■N■■■■E■■NONE - ■■E■■MEMENUM■■■■■■SIM■■■■MOONS • ■■■■■HOWNWEENMEMEE MMMM■■■MME r ■■■■■1�■■MM■■■■■■■■■N■■M■■■■MM ■MEN OIR ■IaN��■EEEEEMMEME■MMEN a... . ■■e �iiilE '■■■■r ■W■■■■■■■■■■■■■E■ = NOON■IRO■■■O■■■■■■■■■■■■■■■■■■ ■■■MM1� 11■■■� ■■MO■■E■E■■■■E■■■■ . - MEN MEN ■E■■■■rl!!�!■■■■■!■!■■!■ ■■! ■■■ ■MEN ■■■■■MEQ■■■■E■■■■■■■■■■■E■■ •r Foundation Basement Ext. Walls Interior Finish Fire Place Type Roof Ikooms Ist Floor Rooms 2nd Floor -i • k � 4 �k .1 / ,� 1 1 • ai tai . � , < P ♦ i _ .rte � ,T �:� . TERMS and CONDITIONS The Permittee Peter Crisp todding at Fishers Island N. Y., as Vast of the comideation for the inumnce of the Penult does underot" mrd pramtbe to the fol- lowing: 1. That the said Board of Trustees and the Town of Southold am released from any and all damages, or claims for damage, of suits arising.directly or 9nditudy as a reads of any oper. trio♦ performed pumumt-0.64penatit, and the aid Taeniae tell!,_at his at her own e:penw, defend any aid all such mltefoidated by third ipattics, and the add Ptrmktee a m.m fall liability with respect thereto, to-d*A omplete emcludoa of the Board of Tms ees of the Town of Southold -- 2 That dais Permit Is*„VAN for a Period of .24 tacos, which b ftAdabd to be the estimated time required to complete the work Involved, but'dxxdd dramstances waeaot, request for an ernadoo may be made to the Board at a later date: 3. That this Permit should be retained indefinitely, or as long as the Bald Permittee wkhes to maintain the structure or project involved, to provide evidence to anyone eonoemed that an& orisstion was originally obtdoed. 4. That the work involved will be abject to the htgxxdm and approval of else Beard or its ♦gems, and ooaaompliaaae with the provisions of the ordghmft appliadoq may be erose for revocation of this Permit by resolution of the said Board. 5. That there will be no uaceasocable interference with navigation as a result of the work herein avactized. 6. That there shall be no interference with the right of the public to pass and tepnas along else beach between bi& tad low water toarks Y' 7. That if future operations of the Town of Southold require the removal and/or altentlow In the location of the wodk herein smdmized, or if, in the opinion of&e Board of Tmsow4 the, work shall Huse onretoaabie obstruction to free navigation, the said Pertain" will be required, Von due notice, to remove or alter this work or project herdn stated without vq mm to the Town' of Swthold. & That rite aid Board will be notified by the Pemdttee of the mTktloa..of the walk cath- -- oozed. 9. That the Permittee will obtain all other permits and aonwai that may be required sV- . ` plemental to this permit which my be subject to revoke upon fill= to obtain oma FORM NO. 3 TOWN OF SOUTHOLD y t�' BUILDING DEPARTMENT ► TOWN HALL 9�OQ5 U+SOUTHOLD, NY 11971 TEL: 765-1802 BUILDING PERMIT APPLICATION CHECKLIST: Do you have or need the following,before applying?: T ,,Mi p Sr_THO' •�___ Board of Health? 3 sets of Building Plans Survey Check Septic Form N.Y.S.D.E.C. Trustees Examined 112 2- , 20 JS Approved �,`/ , 20_b_,_ PERMITNO. Disapproved'a/c y 00� Building Inspector APPLICATION FOR BUILDING PERMIT nn ' / Date b( � 206q— INSTRUCTIONS L a. This application.MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets'of plans,.accurate plot..plan to sale. 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 giving a detailed description of layout of property must be drawn on the diagram which is part of this application. 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector . 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 Jor the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 1 / (Signature of applicant or name, if a corporation) VO QlnK 3q6 (Mailing address of applica t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises� � l i S Ip (as on the ax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate/officer) T Builders License No. f t ( � H / r- Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land n which proposed work will,4e done: House Number Street .� Hamlet County Tax Map No. 1000 Section Block ) Z6 Subdivision Filed Map No. ...Lot (Name) 2. State existing use and occupancy of pre ises and intended use and occupancy of proposed construction: a. Existing use and occupancy_ �l t 3 t/yI 1(yl gyp` ntM b. Intended use and occupancy—&-.1 ccupancy C�t t 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal _Demolition_ Other Work_, � 4. Estimated Cost , Fee 1M I I (Description) (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 O 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front C39 Rear __Depth Height _Number of Stories A, Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front p Rear / Height Number of Stories / 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: 13. Will lot be re-graded Will,excess fill be removed from premises: YES NO 14. Names of Owner of premises Address �jS�YUs 4�l�te(� Phone No4aLZ -Lq zq Name of Architect Address Phone No Name of ContractorQlghll O'S LLQ AddressFi wy5 Phone No. 15. Is this property within 300 feet of a tidal wetland? *YES, NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey, indicate scope of project, to scale, with distances to property lines. 17. If elevation at any point on property is at 10 feet of below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) being duty sworn, deposes and says that(s)lie is.the applicant (Name of individual signing contract)above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) T of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this _ day of 20 T-RONICA HAM / N PUBLfC iVotary Pub c " 1110 06 85 QF RK tur of Ap ant OtHA67 QUALIFIED 1N SUFFOI VO TERM EXPIRES... �4 JILDI Applicant/ P Date. r Owners Name:,.- CA,t6l Reviewed: O� Architect/ - .—� n ��" Qate Engineer:. (A�CJC Submitted: 3 _ SCTM #: District: 1,000 Section: 131ock: Lol`�•� Project Subdivision Locationa l-f 0 ame: r Single�. separate Required cattficationc (Yes f Nol — Rcq. LclNing OislricL (l of size: Actual: 1 (W Co '.".l+�Prupuscd Req. Req- r Req. / ((=rout Pard Proposed: (Side Yard Proposed: I (Rear Yard Proposed Project Description: - --r ' AGENCYJERUM Permit REQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health.-Dept:?, Now York.State. D.E.C. Town Trustees r - Town Zoning Board approval: �- • Town Planning Board approval: { Flood Plane Elevation??? l Flood Zone, 1 r ff-Y�- .41 ,4 II bA e C? m � N y a = � FLOATING a _—DOCK SECTIONco a � \ � a RAMP / \ to U w o -F Z c / 1k 4,`T / JN / \ / 2 U LITTLE / HAY HARBOR \ FTS SURVEY TIE LINE \' S 63'22'01' E 96.95' EDGE OF GRASS / \ DRILL MARK LOCATION MAP SCALE 1 "=400' ui ON BOULDER APPROX HIGH WATER -v- � (FOUND) , TOE OF SLOPE =�/–`J N 'JO� �RANITE POST _ / --- -�'� 3'X4" –4 �+ /� _ yU NIPER (FOUND) / �/� �� EIOPE� _-6G �JR-- � —�\ FLAGP E\\ \\ (21p I ,p : WOOD TIE 12-p WALL 14 HIGH -i 2't WOOD STEPS N AND PATH EXISTING �`-- \ \ \ \ \iM \ \ IF MAP REF$ ):$ DDC s> �� \� \ I LUCIUS L. FOWLER EL.=22,1 o \ �rz \ & RHONDA N. FOWLER I i.) PLAN OF PROPERTY OF JOHN GASTON; EQUESTRIAN AVENUE; FISHERS GARDEN / \\\ \� \ I ISLAND, NEW YORK; SCALE: 1"=20 FEET; CHANDLER, PALMER & KING; NORWICH, CONN.; JUNE 8, 1984 BENCHMARK \\ �" I, II I `\ 4� \\\\� \'* \ TOP OF IRON ROD IRON 2.) PLAN MADE FOR JOHN GASTON; EQUESTRIAN AVENUE; FISHERS ISLAND, NEW II I' \ \ I YORK; SCALE: 1"=20'; CHANDLER, PALMER & KING; NORWICH, CONNECTICUT; = PIPE ELEVATION 20, 17 s (FOUND) I RESIDENCE III I, I\ \\ \� \� \ JUNE 1„ 1979 FF EL-23.1 I I 'a \ I I z e `� III II I ISI I i II IIII \ \ \ I Q In Ne .. ?yp, rif���; I, •I I i I \ yg.TExr. _� w O I_ y/Cy'1C( \I WOOD TIE \ 1.) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED x Z WALL NIF \ HEREON. ANY LXTENSION OF THE USE 6tIOND THE PURPOSED AGREED TO OW D V1 HIGH \ PETER O, CRISP \ I BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE Z LL Q 'L PROPOSED ADDRION 3 \ I ENGAGEMENT. gCL w Z O Q 0 Z 2.) IT 15 A VIOLATION OF THE STATE EDUCATION LAW FOR ANY PERSON, UNLESS w STONE PARKING `� �y n \ ACTING TINDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ~ d F- W REM IN ANY WAY. �/ W b. m dLJ 7 (n M 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S d O I SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF w = I \\� THE LAND SURVEYOR. to O NIF PETER RACC/LE \ 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION "PROS" Q_ � 1 � 1 5.) SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000, \ SECTION 009, BLOCK 3, LOT 10.1 6.) TOTAL AREA = 23,6001 S.F. NIF \\ I 7.) SITE IS LOCATED IN R-80 ZONE. \� EMILY R. CRISP J 8.) APPLICANT: PETER 0. CRISP C/O HAROLD COOK \ 41 HAROLD'S LLC 0. , P.O. BOX 661 ---------------OLD I Q FISHERS ISLAND, N.Y. 06390 OLD DRIVE9.) BASE FOR LEVELS: NGVD 1929, (ABANDONED) GRANITEI ' -______—__ POST ___y\ `. N o �- 3"%4" F Z (FOUND) O 0 1 � " I s srpNF o`.,\ 2S2s4o j w Rq2' ` X20• F I I a I � I 50' o POLE #'361 Fq I Q 3 o/W 0/w-- Oak -c I Q N a M .S 1LII�1II Co oO O 0�\ l I O N UI 4 4 .IJ� low,, Z � �N.� Southold e w Y u o S Board at Tmsteos CL o w i o o i P roN a o o v v G �\ Rk/Ns m MON. DATE: 06/25/2004 2>• i (BURIED) )UALITY CONTROL CERTIFICATION Gam ' 1 .LEGEND SCALE; 1 " = 20' GROUP REVIEWED DATE \ N 1459.5 1 Zs . �\ 1 W 3491.90 N/F NOW OR FORMERLY PROJECT MANAGER G O sMON. MONUMENT MEr Z •2 a..1 1 ENNRONONMENlAL GML zo 1D a zo 1SHEET OF 1 SiRUCiuRAL 1 GRAPHIC SCALE IN FEET ARCHITECNRAL N 1 FILE 3 II I 745E OF CONTENTS : TI TITLE PAGE Al FIRST FLOOR PLANS 42 FOUNDATION 4 ROOF - NEW CONSTRUCTION PLANSLo v Lo A3 ADDITION SECTION A4 STRUCTURAL DETAILS v A5 ELEVATIONS a 0 Ab SPECIFICATIONS 00 MI FIRST FLOOR - MECHANICAL / PLUMBING ELECTRICAL PLAN 0 E COpi BUILDING USE GROUP: SINGLE FAMILY DETACHED R4 F CONSTRUCTION TYPE: COMBUSTIBLE UNPROTECTED 58 N WIND EXPOSURE: 120 MPH EXPOSURE C a WINDBORNE DEBRIS REGION PERSCRIPTIVE DESIGN PER 2001 WOOD FRAME CONSTRUCTION MANUAL m FLOOD ZONE N.A. FLOOR LIVE LOAD: 40 POUNDS PER SQUARE FOOT, GROUND SNOW LOAD: 45 POUNDS PER SQUARE FOOT COPYRIGHT©2005 BY PETER J.SPRINGSTEEL ARCHITECT,LLC PLUMBING ALL PLUMBING WASTE PLUMBER CERTIFICATION &WATER LINES NEED ON LFAD CONTENT BEFORE TESTING BEFORE COVEW CERTIFICATE USF_D IN WATER Y SOLDER SUPPLy EXCEED 7170-'EM CANNOT OF 96 LEAD COMPLY WITH ALL CODES OF NEW YORK S '-ATE g TOWN CODES AS REQUIRED AtiS, CONDITIONS OF OCCUPANCY OR TOWNZBA USE IS UNLAWFUL ` o OL' TOW TRUSTEES WITHOUT SOUiHOu TOWN TRUSTEES WITHOUT CERTIFICATE NY.S.DBc Fak. OF OCCUPANCY 060E-MAIL5345 APPROVED AS NOTED PETER.SPRINGSTEELoDSNET.NET DATE: t $ B.P.p 3 03 P f TRI!OS7fEEQ. CaER TYFIR 9PDPJ QF FEE: lSb. BY' 660 572 7306 NAIIL N'.e E T'�t"41t.'^;,'¢.,((;'p'VFjNS NOTIFY BUILDING DEPARTMENT AT A R C H 4 p E U T @SL'l ,ikLU. 765-1802 8 A TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE - 2. ROUGH - FRAMING 8 PLUMBING \S.IEPED AROh/T 3. INSULATION Qcv ��yt.ES SrggdC`ti�pj 4. FINAL - CONSTRUCTION MUST ALL CONSTRUCTION'SHALL BE COMPLETE FOR C.O. h F1 THE REQUIREMENTS OF THE ALL CONSTRUCTION SHALL MEET THE R I P RESIDENCI..:i ODES OF NEW YORK STATE. REQUIREMENTS OF THE CODES OF NEW FOR DESIGN OR STATECONSTRUCTIONIORK NOTSIBLE ERRORS. .. s4� F SINGLE FAMILY RESIDENCE ADDITIONS & RENOVATIONS P DATE= 21 MARCH 2005 EQUESTRIAN AVENUE UNDERWRITERSREQUIRED CERTIFICATE AEDUTAED FISHER ' S ISLAND ( SOUTHOLD ) , NEW YORI�SUANTTOSCTON45- )CT I OF THE TOWN CODE. FIRST FLOOR - EXISTING CONDITIONS / DEMOLITION PLAN FIRST FLOOR - NEW CONSTRUCTION PLAN BHEARWALL ANCHOR BOLT SIMPSON 6HEARWALL ANCHOR BOLD SIMPSON "BET",11811 DIA.THREADED ROD WITH "BET",1/0'DIA.THREADED ROD WITH 5"EMBEDMENT,CNW COUPLER NUT,50150 T. 5"EMBEDMENT,CNW COUPLER NUT,50150 T. CORNER STUD HOLDOWNr CORNER STUD HOLDOWN= SIMPSON PHD64083 W/18-SDE 1/4n314'6" SIMPSON PHIW/IB-SOB /4x3 6CREWI 50600 T. SCREWS,50600 T. H7 _ _ _ _ _ _ _ _ _ _ _ _ ��_ _ x} I 1 S I j 1 0 "- I I I I v I A3 I 1 ELOPED CEILING ZGLOPEP CEILING p S PECK z 1 DEMOLISH I REMOVE 1 M. BORM. EX16TING PECK AS 1 "n10"PP.COLLAR TIES 1 a NECE66ARY FOR NEW I NEW HARDWOOD AT 16"00. 1 O DECK ADDITION-REVIEW FLOOR NEW 121,DEEP STEP TO J EXISTING PECK STRUCTURE 1 MATCH EXISTING m WITH ARCHITECT UPON 1 - 30"x22"INSULATED REMOVAL 1 ATTIC SCUTTLE W/ I = PAINTED CASINGS m� - a ° NEW CONSTRUCTION WALL SCHEDULE: 2'1"X6'6" 0 NEW 2"x4"INTERIOR STUD WALL SYSTEM, M. CLOS• m NEW 2"x6"EXTERIOR STUD WALL SYSTEM, I I 'y I EXISTING INTERIOR WALL TO REMAIN. EX16TING EXTERIOR WALL TO REMAIN. _ _2"K0"_D.BSEILNG jpIBTS_ _ _ _ m AT 16"O.C. o HH v a NEW HP )D.FLR. 1 REMOVE EXISTING D10 O DEGREE EXED ISTING OW REMOVE EXISTING 6HEARWALL ANCHOR BOLT,SIMPSON WITH 1 BHEARWALL ANCHOR BOLT SIMPSON SLIDING GLABB DOOR 1 'SET".1/B DIA.THREADED ROD WITH 17---,>- 4h" 4'6" BET",1/B"PIA.THREADED ROD WITH 5"EMBEDMENT,CNW COUPLER NUT,5A150 T. "SET",718" TCNW HREADED NUT,50750 T. CORNER STUD HOLDOWW -_ =. CORNER STUD HOLDOWN� REMOVE$TONE VENEER 61MPB0N PHD64003 W/IB-MD01/4x3 0 m M. ESATH BIMP60N PHD64D0W/IB-EDB /4x3 BENEATH WINDOW 1 SCREWS,50600 T. NEW O.TILE PLOOR ]'0" SCREWS,50600 T. CEILING JOISTS _ 1 6'0" 6'B" 0"STEP 6'0"X 6'8" 6'0"X 6'Bn ib"X 4'0" n 7"nIO°DAT 16"OL. - @"STEP s FLUSH BEAMr ca61NEt m 2-1-3/4"x 5-1/2" TOM 5AR6 ALIGN MICROLAM DEMOLISH WALL LIVING 4 REMOVE EXTERIOR A6 NECESSARY LIVING DINING o B" 4'6" DEARNGp KING FOR NEW OPENINGS REWORK CABINET AS BHEARWALL ANCHOR BOLA SIMPSON v BUILT-IN NECESSARY "SET",1/5"CIA.THREADED ROD WITH SHELVES 6"EMBEDMENT,CNW COUPLER NUT,50150 T. 1 BUILT-IN 1 CORNER STUD HOLDOWN; AL GN SIMPSON PHD64DS3 W/IB-EDB I/4x3 1 SCREWS,WOO T. BWLi-N II I II L II G NOTES: 1. ALL DEMOLITION MATERIAL SHALL 0E DISPOSED OF IMFORTANT BHA MAK NOTE OF LOCATION WINDOW SPECIFICATIONS: ARE BABIED PONOPRODUCTS MANUFACTURED BY MARVIN WINDOWS. 1.NE 8D OTHERWISE EXTERIOR DOOR HEADERS ARE 3-13/4"n6•IQ' BY PLR EOE vM'0N0MRLEFEREN MANUFACTURED MICROLAM 13. /°PARALLAM GIRDERS,POSTE AND HEADERS ARE MA OFFSITE IN A LEGAL MANNER, CONTRACTOR LL E 2.GLAZING SHALL BE INSULATING NORTHERN LOW{CLASS TYPICAL. 2. INTERIOR POOR REAPERS ARE NOT REQUIRED UNLESS NOTEP. CED FROM EXISTING FIRST FLOOR EL. OF ALL OVERHEAD AND UNDERGROUND UTILITIES 2. PROTECT ALL REMAINING DUST A RE,INTERIOR AND PROTECT SAME PROM DAMAGE DURING 3.ALL OPERABLE WINDOWS SHALL BE 6UPPLIEP WITH SCREENS IN WHITE. 3. ALL DIMENSIONS ARE TO NOMINAL FINI6H SURFACE AT INTERIOR PARALLEL16, TO WALLS.LAR BLINKING AT Z END BAYS AT ALL FLOOR FRAMING SPACE/EQUIPMENT FROM DUST AND FLYING DEBRIS. CONSTRUCTION OPERATION$. PARTITION$AND TO OUTSIDE OF STUD AT EXTERIOR WALLS UNLESS PARALLEL To END WALLB.BLOCKING SHALL CONSIST of SAME JOIST MATERIAL 3. PROTECT INTERIOR SPACES FROM MOISTURE 4.PR0VIDE EXTENSION JAMB6 FOR 2"xb"WALLS. OTHERWISE NOTED. AT 48O.C. PENETRATION AT ALL TIMES. 5.WINDOWS SHALL BE ALUMINUM GLAD IN WHITE. 4. ALL DIMENSIONS ARE TO CENTERLINE OF WINDOWS AND D00RS. I6.ALL EXTERIOR WALLS ARE BHEARWALL$AND SHALL HAVE ALL SHEATHING SEAMS UNLESS OTHERWISE NOTED, BLOCKED WITH 2'x4' DP.AND NAILED W/IOD COMMON NAILS AT 4"O.C. 4. CONTACT ARCHITECT IMMEDIATELY UPON EXPOSING 6.ALL GLAZING AND WINDOWS SHALL BE RATED FOR IMPACT ZONE 3. 5, UNLESS 0THERW16E NOTED,DOORS AND WINDOWS SHALL BE CENTERED 11.ALL SHEATHING AT EXTERIOR WALLS SHALL BE RUN VERTICAL FROM BOLE PLATE EX16TING FOUNDATIONS,WALL 1 ROOF STRUCTURE AND 1.WINDOW HEADS SHALL ALIGN WITH DOOR HEADS. BETWEEN WALLS. TO TOP PLATE WITH INTERMEDIATE SEAM$BLOCKED AS DESCRIBED ABOVE,WALL/FOOR IST FLOOR CEILING JOISTS 80 ASSUMED CONDITIONS AND FLOOR/SILL JOINTS SHALL BE REINFORCED FOR SHEAR AND UPLIFT AS DESCRIBED CAN BE VERIFIED.SHOULD EXISTING CONDITIONS B.ALL NEW GLAZED WINDOW AND DOOR OPENING PROTEciION SHALL 6, ADD BLOCKING AT FLOOR STRUCTURE FOR PARALLEL WALLS AND POINT ON THE oRAAWING6. DIFFER FROM THAT ASSUMED,THE ARCHITECT SHALL LOAD CONDITIONS.DOUBLE FRAMING AT PARALLEL WALLS. PROVIDE BKET0HE6 AND DRAWINGS SUFFICIENT TO C0N615T OF PRECUT 1/2"COX PLYWOOD PANELS,PREDRILLED FOR 2-I/2"00 WOOD 1. PP.-DOUGLAS FIR STRUCTURAL GRADE MATERIAL N0.2 OR BETTER. 10.ALL OPENINGS IN WALLS SHALL HAVE HEADER,PLATE AND JACK STUDS EXPLAIN REVISED STRUCTURES. SCREWS AT 12"O.C.PANELS SHALL BE MARKED FOR LOCATION 1 ORIENTATION B.FLASH TOP Of ALL DOUBLED DECK FRAMING MEMBERS TYPICAL. REINFORCED WITH GALV.STEEL STRAPS,SIMPSON 0016 W/14-160 COMMON NAILS, WITH SCREWS AND WASHERS PROVIDED IN PLASTIC PACKAGING, PLACED OVER STUDS AND HEADER ABOVE UNLESS OTHERWISE NOTED. S.EXIBTING LOAD BEARING WALLB SHALL BE TEMPORARILY S. DOUBLE FRAMING MEMBERS AT ALL OPENING&UNLESS OTHERWISE NOTED. 10.ALL 6HEARWALL HOLDDOWNB SHALL BE FASTENED TO 2-2"x6"DF.STUDS MIN./ BRACED WITH ADEQUATE SHORING UNTIL NEW COLUMNS 10.FRAMING 16 SHOWN ABOVE TYPICAL. ALL CORNERS SHALL BE SOLID 6TUPED WITHOUT VOIDS. OR WALL&ARE ERECTED.REVIEW PROCEDURE WITH ARCHITECT, IL P.T.-PRESSURE TREATED SOUTHERN YELLOW PINE. 20,ALL METAL STRAPS AND ANCHORS MAY BE INSTALLED DIRECTLY TO FRAMING I2 "TJI"FLOOR FRAMING 18 MANUFACTURED BY T4R6J016T MACMILLAN.BAND OR OR OVER SHEATHING. RIM 4ERS AND NUTS IN CONTACT WITH FIRST FLOOR PLANS STRICTLY ADHERE IST 16 IETRO MANUFACTURER'S DETAILS AND INSTALLATION SPECED BY SAME IFICATION$. PRESSURE SURE TREAL METAL TED WOOD HALL BE HGERS,STRAPS, O DBP ED GALVANIZED,5185 ZINC:COATED PROVIDE APPROVED HANGERS AT FLUSH FRAMED CONDITIONS. GALVANIZED OR STAINLESS STEEL. 6CALE:1/4" -I'0" FAX: DATE: 21 MARCH 2005 860-536-5325 � °^ °SEACRISP RESIDENCE EQUESTRIAN AVENUE b . Q�GQ tiTEs`F°r'12SF0T M SINGLE FAMILY RESIDENCE eJs �Txms�m8� ; � ��re„�ao�„ FISHER 'S ISLAND RENOVATIONS & ADDITIONS a NEW YORK T `—SMO COPYRIGHT©2005 PETER J.SPRING6TEEL ARCHITECT,LLC u FOUNDATION - NEW CONSTRUCTION PLAN NOTE ROOF - NEW CONSTRUCTION PLAN ANCHOR BOLTS ARE I/Y' DIA,x 10" LONG, HOOKED TO REBAR,30" O.G.AND WITHIN r--------- ---- --- -- ______ ILL PLATES,PROVIDE e-1/2"TUI 230 FLOOR JOISTS -- 3 OF END OF AND 3"x3" WA61HERB:SIMPSON AT 16"OL.OANTILEVERED LBP65/6,AT EACH BOLT, 2"x6"DF- PITCHRAFTERS AT 16"OL. /HIP6,112 PIicH a 14'6" N BEARING WALL VJ `\ - - - � BELOW TYPICAL - - - - ---- - r _ _ I I O -�I �\ DOWNSPOUT 2"xl0'bP.ROOF RAFTERS Tk10"DF.ROOF RAFTERS 4) ------- ------ I DOWNSPOUT 1 r------- = Im 1 9 I GUTTER AT 16"OL. Ai 16"OL. ' VENT M ' ' 192 PITON 192 PITCH GUTTER ❑ LX 1 I I H _ I _ 1 A3 J 1 2-I-3/4'u9-IYe°MILROLAM fWOH I j 2 ` D wQ I ' 9-1/2'TJI 230 FLOOR JOISTS I p K N ' __AT Ib"OL I I I u 2"x10"D.F.ROOF RAFTERS 0 2°x10"DF.ROOF RAFTERS I I H- 2 AT 16"OZ. �-�d, AT 6"OL. II I H I I ' ' 192 PITCH o w 192 PITCH I VERIFY PITCH TO MATCH CRAWL 1 I . rc I o. 1 I In EXISTING ROOF ' a°THICK 3000 PSI CONCRETE SLAB OVER ' ' O.x ' 6 MIL.POLYEHTYLENE AND COMPACTED ' 1 �.-, _J ' GRAVEL BAASE j �\ J I I I B"THICK 3000 P61 CONCRETE FOUNDATION WALL [0 I ACCESS PANEL I I S' 2-k6 BARB AT TOP 1 BOTTOM OF W" J' AW I I e x8"xl6' EMU WALL WITH HORIZONTAL"DI-05 VER I I I REINFORCEMENT LI EACH COURSE AND -k5 VERTICAL �\ 7"x10"DF.ROOF RAFTERS 2"xl0"DF. IV O RAFTERS 9-I/2"iJl 230 FLOOR JOIBffi I I I X 1 I BAR GROUTED SOLID AT 32"OL,SET ON 10"x22" AT I6"OL. AT 16"OL. o A7 t6"OL. I ° 3000 PSI SCORED CONCRETE FOOTING TYPICAL. BET TOP OF WALL AT 12-1/2"BELOW IST MR,FINISHFLOOR. \� l'12 PITCH 1'12 PITCH ' _ _____ I BET BOTTOM OF FOOTING 5'8-1/2"BELOW IST FLR.FIN16H pOUeLE JOIST BENEATH WALL i FLOOR OR 6"BELOW FINISH GRADE. I III " NOS I BLOCK 2 END BAYS AT ALL ROOF GABLES WITH I I I I I x6" D.P. ail 16" Of,NAILED W/ IOD COMMON I AILS AT 4" D.C,TYPICAL. I I DESK ABOVE 2'x10 D.F.ROOF RAFTERS 2'x10 DF.ROOF RAFTERS 9-1/2"TJI 230 FLOOR JOISTS I I VERIFY STRUCTURE I 1 I WITH ARCHITECT 1 AT 16"OL. a, AT 16"OL. I I AT 16"OL. I I II V2 PITCH 112 PITCH 1 I I 1 1 I I I p I I 1 1 I II I I K� II ' I I DOUBLE JOIST BENEATH WALL I I I Im I 1 1 I I I 2"x10"PF.ROOF RAFTERS fm I 9.1/2"Tit 230 BOOR JOIOTO 1 II 2"x10"OF.ROOF RAFTERS o AT Ib"D.C. Ix I AT W"OL. I k5 DOWELS AT B"OL. I AT 16"OL. 192 PITCH II I I ' 1 I II 1:12 PITCH I I j- VENT __ ___ _ _ _ __ _ _______1 L ________ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ II L____r__ I 12"STEP ABOVE / II __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ____ _____ ______ _ ___ _ ___ _ __ _ _ _ _ _ _ _ _ _ _ _ _ I ROOF POCKET W/LEAD COATED L _____ COPPER FLASHING I I EXISTING Va PITCH ROOF I 05 OOWI AT S"OL. I EXISTING FOUNDATION WALL TYPICAL II I CRAWLSPACE II I II I II I FRAMING NOTES: 1. WINDOW/EXTERIOR DOOR HEADERS ARE 3-1-3/4"x9.1/2"MIOROLAM 12.°TJI"FLOOR FRAMING 18 MANUFACTURED BY TURSJOIBT MAOMILLAN.BAND OR IB.ALL OPENINGS IN WALLS SHALL HAVE HEADER,PLATE AND JACK 6TUD6 UNLESS OTHERWISE NOTED. RIM JOIST 16"TIM13ER6TRAND"193'ke0"PROVIDED BY SAME MANUFACTURER. REINFORCED WITH GALV-STEEL 8TRAP8,SIMPSON COW W/14-16D COMMON NAILS, 2. INTERIOR DOOR HEADERS ARE NOT REQUIRED UNLE68 NOTED. STRICTLY ADHERE TO MANUFACTURER'S DETAILS AND INSTALLATION SPECIFICATIONS, PLACED OVER STUDS AND HEADER ABOVE UNLESS OTHERWISE NOTED, PROVIDE APPROVED HANGERS AT FLUSH FRAMED CONDITIONS. It.ALL 6HEARWALL HOLDDOWNS SHALL BE FASTENED TO 2-2"x6"DF.STUDS MIN./ 3. ALL DIMENSIONS ARE TO NOMINAL FINISH SURFACE AT INTERIOR 13."MICROLAM"/"PARALLAM"GIRDERS,POSTS AND HEADERS ARE MANUFACTURED ALL CORNERS SHALL BE SOLID STUDIED WITHOUT VOIDS. PARTITIONS AND TO OUTSIDE OF STUD AT EXTERIOR WALL$UNLESS BY TRUBJOIST MACMILLAN. OTHERWISE NOTED. OR 20. METAL STRAPS AND ANCHORS MAY BE INSTALLED DIRECTLY 70 FRAMING 4, ALL DIMENSIONS ARE TO CENTERLINE OF WINDOWS AND DOORS. 14,ALL ELEVATIONS REFERENCED FROM EXISTING FIRST FLOOR EL.10'0", OR OVER SHEATHING. UNLESS OTHERWISE NOTED. 15,PROVIDE PERPENDICULAR BLOCKING AT 2 END BAYS AT ALL FLOOR FRAMING 21.ALL METAL HANGERS,STRAPS,BOLTS,WASHERS AND NUTS IN CONTACT WITH B. UNLESS OTHERWISE NOTED,DOORS AND WINDOWS SHALL BE CENTERED PARALLEL TO END WALLS.BLOCKING SHALL CONSIST OF SAME JOIST MATERIAL PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED,G185 ZINC COATED BETWEEN WALLS. AT 48"OL, GALVANIZED OR STAINLESS STEEL. 6. ADD BLOCKING AT FLOOR STRUCTURE FOR PARALLEL WALLS AND POINT 16.ALL EXTERIOR WALLS ARE 6HEARWALL6 AND SHALL HAVE ALL 6HEATNING SEAMS LOAD CONDITIONS.DOUBLE FRAMING AT PARALLEL WALLS. BLOCKED WITH 2"u4"DF.AND NAILED W/IOD COMMON NAILS AT 4"OL. 7, DF.-DOUGLAS FIR STRUCTURAL GRADE MATERIAL NO.2 OR BETTER. 11.ALL SHEATHING AT EXTERIOR WALLS SHALL BE RUN VERTICAL FROM SOLE PLATE TO TOP PLATE WITH INTERMEDIATE SEAMS BLOCKED AS DESCRIBED ABOVE.WALL/POOR B.FLASH TOP OF ALL DOUBLED DECK FRAMING MEMBERS TYPICAL. AND FLOOR/SILL JOINTS SHALL BE REINFORCED FOR SHEAR AND UPLIFT AS DESCRIBED 9. DOUBLE FRAMING MEMBERS AT ALL OPENINGS UNLESS OTHERWISE NOTED, ON THE DRAAWINGS. 10.FRAMING 16 SHOWN ABOVE TYPICAL. 11.P.7.-PRESSURE TREATED SOUTHERN YELLOW PINE. ROOF & FOUNDATION - NEW CONSTRUCTION PLANS SCALE:1/4" -I'0" DATE: 21 MARCH 200 FAX: 5 660-MAIL:25 EQUESTRIAN AVENUE .SE{iED ARC CRISP RESIDENCE E-MAIL. ,; PETER.fiPRING6TEEL95NELNET SINGLE FAMILY RESIDENCE J ' R � FISHER'S ISLAND 860 372 7306 RENOVATIONS & ADDITIONS wRCH ° ,TE � � NEW YORK COPYRIGHT©2005 PETER J.SPRINGSTEEL ARCHITECT,LLL Top Plate Splice Requirements for Wind - Exposure B dP C - Bollft Diontroon(A.) MlnMum Splice l.engoh 011x° 12 2 16 3 LOW-PROFILE RIDGE VENT 2e 4 4 4 2"xl0" DF,TIES AT 16" OG.THRU-BOLTED TO 28 6 IIII RAFTERS W/4 • 1/2" DIA.BOLTS AT EACH END 32 6 16 7 + + + + so l0 10 + 10 + + + 2"x10 D.F.RAFTERS AT 16" O.C. - - 2 - - - ' — _ MINIMUM go ACU AND NEW GABLE ROOF SYSTEM ------- � go 16 ad, EOGEi� Tabulated ipllce lenglhe aeaume lop plate-trot plate conuecoarudng 2-16d Z —_ �= .11,Per loot Fo..be.ry2.lenethr,Art..it ep.ai,shall be reducedm order ' DI STANCEto pot an egravalantn rrnber attends(D \ \ ' T.bulaled a splma tarpons somat a building tactual In Exprmra B or C co ON HIS HURRICANE J�8hree ebnn m be a mlmm ualtered Md.material. A NCH _ a ' Top T ANCHOR AT EACH RAFTER r /7 -° Trp�muspne.ons�l, 0 J 0 FREE FLOAT GUTTER %'��_ � -•p. � z O MATCH EXISTING EAVE O O Op/°� j DETAILS \� _ C C gd COMMONS TO 2"x6" DF.JOISTS AT 16" OL. � / ' `�_ __ PLATES. FILL ONE OF a AND NEW EXTERIOR WALL SYSTEM THREE HOLES TO H14 M. ca BOTTOM FLANGE. c = LL1 c 9.1/2" TA230 FLOOR JOISTS Ai 4"cite.Neil Spacing - 16" OL,AND NEW IST FLOOR Connection SYSTEM • 4'Perimeter Zone ALIGN W EXISTING FLOOR SYSTEM panel field nailing L 4'Perimeter Zone panel edge nailing I.... Lesser of I L/2 CRAWL SPACE Required Blocking Minimum 2x4 Outlooker Gable Endwall Apure 3.7a Ceiling Bracing ©able Endwall I Figure 3.2b Sill Plate Anchorage to Masonry Foundation Wall Figure 3.2a Sill Plate Anchorage to Concrete Foundation Wall 2x4 Continuous lateral brace at 6' o.c. Truss or Ceiling Joist 2-lOd Nails Go End Trus Anchor Botta and Anchor Bolts and 1 5111 Pleb Wachers tee squired 5111 Plate Washers n required 10-8d Neils 11 F ane en Sd Cooler Nails at 10"o.c. 1 2"A4" Block nailed to each brace with 4-10d nails Gypsum Board Sill Cooler Nails at 7" o.c. 20 Gage Strap 10.8d Nails ADDITION SECTION & STRUCTURAL DETAILS Endwall Studs SCALE 1/2"—1'0" FAX: DATE= 21 MARCH 2005 CRISP RESIDENCE 860.536-5325 SZEPE�AAOH/TF E PETERSPRINGBTEEL615NE1.NET P J SRRINGSTRR¢. FISHER'S ISLAND SINGLE FAMILY RESIDENCE n«}p43N r' 660 572 7306 RENOVATIONS & ADDITIONS A R C H I T 2 C T NEW YORK TJ�F55q °P� A 3 COPYRIGHT©2005 PETER d.SPRINGVEEL ARCHITECT,LLC RAFTER H14 EACH O RAFTER U �+ H SIMPSON H14 HURRICANE TIE AT EACH RAFTER - P-4 MOUNTED ON EXTERIOR OF EACH STUD W/12-BD Q LTP4 9 I6"OL, U124" V NAILS 9 RAFTER 413-$D LO TOP PLATE 40"L L616 4J 16"OL, AT PLATES �1 Z OR CONTINUOUS STUDS Fa.l ? — - - - - -- - - - + + 4- 2 - + + A/ m 934 ...4 yy m DOUBLE PLATE BEYOND V z a c HOLD-Do PLATE ^ Ly _ J isassi Y EL X70-1/T � IEI iHREApE OD � z BIb 016"oL. ALUMINUM VENTILATION STRIPATOENAIL EACH RAFTER W/ 4 -9P COMMON NAILS FOR rA I6"OL, SHEAR RESISTANCE TYPICAL WINDOW HEADER'3-H3/41'x7-1/1'MICROLAMCOUPLER LL r "SET'ANCHOR FOUNDATION w i L ANCHOR BOLTS ARE I/2"DIA.x 10"LONG, U L^ HOOKED TO BILL P ATE .P AND WITHIN 3' OF END " BILL PLATES,PROVIDE q NUTS AND 3'x3" BSIMPSON J LaPeB/B,AT EACHHBOLT. = EACH BIDE OF ALL DOOR AND N A Q WINDOW OPENINGS,NAILED TO JACK m 1/A4 - TYPICAL STRUCTURAL LJALL ELEVATION r 5TUD5,HEADERAND PLATE$ Gf z N -gel NAIL BOTTOM PLATE TO EACH d' �/ m FAX` JOIST W/4 .16D COMMON NAILS W a 860-536-5325 FOR SHEAR RESISTANCE 2"96" D.F.STUDS AT 16" O.C. d 1--1 " E -MAILS Figure 3.Sc Interior Stud Detail Figure 3.84 Top Plate Intersection AND NEW EXTERIOR WALL F-r SYSTEM O PETER.SPRINGSTEELOGNET.NET Detail 9.1/2"�TJI FLOOR JOISTS P J AT Ib O.C.AND NEW O S QtQNOSTHHL 16T FLOOR SYSTEM r- O "1A o:,� 060 372c 7306 HOLD-DOWN AT BUILDING >- w/ ARCHITECT CORNERS W/THREADED F�1 FIR6T FLOOR ROD ANCHOR -BEE FLOOR PLANS continuoy Upper lou plate laps _ us lower REF,EL. Sap plate N PLYWOOD SEAM Z O ANCHOR BOLTS ARE I0 DIA.x 12" LONG, HOOKED TO SILL FL 3T5 OCA,PRO p WITHIN 3" OF END OF BILL PLATES.PRO VfpE o 24"LONG STRAP,SIMPSON NUTS AND 3"x3" 045HERB=SIMPSON CMSTCI6 W/22-IOD COMMON, 1� LBP55/S,AT EACH BOLT,GAILY.STEEL. NAILS,FA57ENED TO EACH STUD AND RIM J015T Coll PROVIDE SIMPSON LTP4 FRAMING PLATE Z 0-4 Z OVER SILL/BAND JOIST BEAM -< 'w AT 16"OG,W/12-SD COMMON 2/A4 - TYPICAL U1ALL SECTION FOR SHEAR 4 UPLIFT RESISTANCE w/ Figure 3.8a Comer Stud Holddown Figure 3.8b Corner Stud Holddown ° ° W Detail - 3 Studs With Detail - 4 Studs Blocking SCALE= 3/4" = 1'011 M O W Figure 3.7b Floor Bracing Endwall Blocking at 24"o.c. O� w O Endwall Sldewall Holddown Corner stud connected to Koltltlown transfer shear DATE- 21 MARCH 2005 gCommon �2-16d Common ENDWALL Inalls at 10"o.e. JJJ--- .�FpEO ARC nails at 6"o.c. GEo.,Pf' F Corner stud A A m connected to (:7BLOCKINr a f transfer shear BLOCKING A SECTION A-A j^,.,,1,135- � >> :F�y A 4 IC a a a a 0 e 0 I � g J I 2 7 Vl f 2 i fl CL a rrT _ m i Trrr - -- - - - - - - - -- ---- --- --- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - J- - - - - - - - - - - - - - - - - - - ---- - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEFT SIDE / WEST ELEVATION I i I I � I ISI -I TEMPERED TEMPEREP L-]L F, I � r .T_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ __ _ _ _ _ _ _ _ - _ - L � REAR / NORTH ELEVATION RIGHT SIDE / EAST ELEVATION ELEVATIONS SCALE I/4" =I'O" FAX: DATE: 21 MARGN 2005 8E -MAIL: 25 EQUESTRIAN AVENUE CRISP RESIDENCE E -MAIL Q SZFP�MCy, PETERSPRINGSTEEL95NET.NET Q�yyJks svq'�Gntp� b • S, P S LRGN6STSIDP, w - ',i.^„ SINGLE FAMILY RESIDENCE J FISHER'S ISLAND " 860 572 7306 �S_ ��c4 RENOVATIONS & ADDITIONS NEW YORK COPYRIGHT©2005 PETER J.51-RINC15TEEL ARCHITECT,LLC I L u DEMOLITION: NEW EXTERIOR WALL SYSTEM : GABLE ROOF SYSTEM : -CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIAL,PERMITS AND EQUIPMENT -I"x6" CLEAR VERTICAL GRAIN RED CEDAR, VERTICAL, T4G, SIDING, BACKPRIMED W/ -VINYL TYPE LOW PROFILE CONTINUOUS RIDGE VENT AT ALL RIDGES. NECESSARY TO DEMOLISH AND REMOVE EXISTING STRUCTURES,FINISHES, I COAT OIL BASE SOLID STAIN AND 2 FINISH COATS LATEX ACRYLIC SOLID STAIN. WINDOWS AND DOORS WHERE SPECIFICALLY NOTED ON DEMOLITION PLANS. 5/4"x "AZEK" CASINGS,WATERTABLE,CORNICES TO MATCH EXISTING SHAPES AND STYLE 30 EANRD 1CORLORAOVER 15# FELT. PROVIDE GLASS REINFORCED LCE JINGLES TO MATCH EXISTING SIZES,PAINTED 2 COATS COMPATIBLE LATEX HOUSE PAINT. FASTEN ALL SIDING WATER SHIELD VALLEY 4 HIP FLASHING 4 DOUBLE STARTER COURSE PER MANUFACTURER ALLOWANCES: AND TRIM WITH STAINLESS STEEL RING SHANK NAILS. SPECS. PROVIDE HIP AND RIDGE SHINGLES WHERE RECOMMENDED BY MANUFACTURER. -BENJAMIN OBDYKE "HOME SLICKER" BREATHER MEMBRANE, STRIP EXISTING ROOF SHINGLES AND RE5HINGLE AS ABOVE,REPLACE FLASHING AT v NOTE: PROVIDE ALLOWANCES FOR THE FOLLOWING MATERIALS. CHIMNEY WITH NEW LEAD COATED COPPER FLASHING. --"TYVEK" INFILTRATION MEMBRANE WITH TAPED JOINTS PER MANUFACTURER. -CONTINUOUS ALUMINUM DRIP EDGE ALONG RAKES 4 EAVES. -1/2" APA SPAN RATED CDX SHEATHING NAILED WITH IOD COMMON 4" O.C. 'a EDGES 1/2" APA SPAN RATED CDX SHEATHING NAILED WITH IOD COMMON NAILS 4" O.C. AT a -CERAMIC TILE FLOORS 4 WALLS AND 8" O.C, IN FIELD, EDGES AND 6" O.C. IN FIELD, RUN PERPENDICULAR TO RAFTERS. -INTERIOR POOR FINISH HARDWARE' -2"x6" DOUGLAS FIR,NO,2 STRUCTURAL GRADE OR BETTER,STUDS 0 16" O.C, -2"x10" DOUGLAS FIR NO.2 STRUCTURAL OR BETTER RAFTERS 1@ 16" O.C., m -BATH CABINETS: W/ GALV,STL. HURRICANE ANCHORS a EACH RAFTER: "81MPSON" H5. m -PLUMBING FIXTURES- -6 R-19 FIBERGLASS INSULATION WITH KRAFT PAPER VAPOR BARRIER. ENSURE TIGHT FIT AT ALL EDGES,FILL CAVITIES AT DOOR 4 WINDOW FRAMES 4 OTHER PENETRATIONS -INSULATION BAFFLES FOR FREE AIR FLOW AT EAVES 4 SLOPED CEILINGS. o -M, CLOSET SHELVING: -1/2" GYPSUM BOARD TAPED 4 3 SPACKLE COATS TO SMOOTH FINISH, S" R-30 FIBERGLAS$ INSULATION WITH KRAFT PAPER VAPOR BARRIER -M.BDRM. DESK MOISTURE RESISTANT 9 BATH.PROVIDE PAINT FINISH AS DESCRIBED IN AT EAVES. ENSURE TIGHT FIT AT ALL EDGES,FILL CAVITIES Q JOINTS z -BATH SPECIALTIES; "INTERIOR WALLS" BELOW.FASTEN WITH SCREWS ONLY, AND PENETRATIONS. -BUILT-IN SHELVING; -SEE "INTERIOR WALLS" FOR INTERIOR WINDOW AND DOOR TRIM FINISH SPECS. -1/2 GYPSUM BOARD TAPED 4 3 SPACKLE COATS TO SMOOTH FINISH, w F SCREWED ONLY. _ SHELVINGNEW INTERIOR WALLS: -SEE ALLOWANCES FOR NEW M. BEDROOM CL05E7 SHELVING, -1/2 GYPSUM BOARD TAPED 4 3 SPACKLE COATS To SMOOTH FINISH. m EACH SIDE OF STUD, SCREWED ONLY. U -PAINT SYSTEM AT GYPSUM BD: BENJAMIN MOORE I COAT LATEX QUICK DRY PRIME SEAL AND 2 COATS REGAL AQUAVELVET OR EQUAL SYSTEM APPROVED BY THE ARCHITECT, NEW FOUNDATION WALL: -2'x4" DOUG FIR,HEM-FIR OR SPRUCE STUDS AT 16 O.C.KILN DRIED ONLY.SET w -2"xb" PRE56URE TREATED SILL, BOTTOM PLATE IN CONTINUOUS BED OF ACOUSTICAL SEALANT AT ALL BATH N AND BEDROOM DEMIZING WALLS. i -1/2" DIA, x 12" ANCHOR BOLTS AT 30" O,C,AND AT END OF EACH SILL PIECE WITH 10' EMBEDMENT.HOOK REBAR AT TOP OF WALL. -PAINT GRADE CASINGS 4 BASEBOARDS TO MATCH EXISTING SHAPES, DIMENSIONS N AND PROFILES,ALL POPLAR, -FIBERGLASS SILL SEALER. CLOSET BASE 4 INTERIOR CASINGS SHALL BE SQUARE EDGE 1"x4". PROVIDE I COAT 19 LATEX PRIMER,d 2 FINISH COATS LATEX SATIN FINISH.FINISH DOORS 4 WINDOW d -8" THICK 3000 PSI CONCRETE FROST WALL FOUNDATION, WHERE INDICATED, JAMBS IN SIMILAR FASHION, o WITH 2 - #5 REBAR CONTINUOUS AT TOP OF WALL AND BOTTOM OF WALL. -INTERIOR DOORS ARE PAINT GRADE IN SIZES AS INDICATED ON THE DRAWINGS.DOORS O ORS SHALL MATCH EXISTING W/ SOLID WOOD PAINT GRADE DOOR FRAMES W/ APPLIED STOPS. -B'x8"xl6" CONCRETE MASONRY UNITS WITH HORIZONTAL "PUROWALL" LADDER REIN- FORCEMENT AND 1 - 05 BAR VERTICAL AT 32" O.C.SET IN GROUT d 0 -10°x22" 3000 PSI SCORED CONCRETE FOOTINGS CONTINUOUS. u -NON-MODIFIED ASPHALTIC WATERPROOFING MEMBRANE BELOW GRADE, NEW FIRST FLOOR SYSTEM - -CONTRACTOR SHALL INFORM ARCHITECT UPON EXPOSING LEDGE DURING EXCAVATION. -FINISH FLOOR - ARCHITECT SHALL PROVIDE SPECIFICATIONS FOR PINNING FOUNDATION TO LEDGE T4G HARDWOOD FLOORING TO MATCH EXISTING,BUTT SQUARE EDGE,BLIND NAILED, AND NEW FOUNDATION ELEVATIONS. SANDED SMOOTH, STAINED,FINISHED WITH I PRIME COAT 4 3 FINISH COATS "STREET SHOE COMMERCIAL" LATEX SATIN URETHANE. INSTALL WOOD OVER ROSIN PAPER -3/4" APA SPAN RATED CDX T4G PLYWOOD $UBFLOOR GLUED AND NAILED PER CRAWL SPACE SLAB SYSTEM: MANUFACTURERS SPECIFICATIONS. 2" 3000 P61 CONCRETE WITH TROWEL FINISH. MACMILLAN, FLOOR JOISTS e 16" O.G. AS MANUFACTURED BY TRUSJOIST -"FIBERMESH" REINFORCEMENT. -S" R-30 FIBERGLASS INSULATION WITH KRAFT FACED VAPOR BARRIER FACING -6 MIL POLYEHTYLENE MOISTURE BARRIER. HEATED AREAS, -COMPACTED GRAVEL BASE. FASCIA/SOFFIT/RAKE- -CONTINUOUS ALUMINUM DRIP EDGE. -I"x "AZEK" RAKES IN SIZES AND SHAPES TO MATCH EXISTING AND AS INDICATED ON THE DRAWINGS.PAINT AS DESCRIBED ABOVE. 4'x "AZEK" SOFFITS PAINTED AS DESCRIBED ABOVE. -SEAMLESS ALUMINUM GUTTERS WHERE INDICATED. ALUMINUM DOWNSPOUTS LOCATED AT BUILDING CORNERS. 4" AIR SLOT W/ BRONZE SCREENING AT NEW EAVES. NOTE; SEE MECHANICAL/PLUMBING/ELECTRICAL DRAWINGS FOR SPECIFICATIONS OF THOSE ITEMS pAx, DATE° 21 MARCH 2005 860-536.5325 jEPEp AR�y PETERSPRNGSTEEL06NETN 5T '�G\Q,��ES uLf'"h`\c�' 6fi0 572�7306� SPECIFICATIONS � � mBn � � � � 0!/t �13 �- A 6 �I ELECTRICAL SPECIFICATIONS= ELECTRICAL SCHEDULE= DIM DIMMER SWITCH -ALL WORK$HALL CONFORM i0 LATEST NEW YORK STATE CODE,NFPA AND LOCAL JURISDICTION REQUIREMENTS. -*P- SINGLE POLE SWITCH/IIOV/WHITE -ALL LOCATIONS OF FIXTURES AMC)DEVICES SHALL BE CONFIRMED IN THE FIELD WITH -wT 3-WAY SWITCH/IIOV/WHITE THE ARCHITECT AND OWNER PRIOR TO INSTALLATION. kA DUPLEX RECEPTACLE/IIOV/WHITE PLASTIC -ELECTRICAL CONTRACTOR SHALL BE LICENBED AND INSURED AND SHALL OBTAIN A 18"AFF.OR AT EX16TING HEIGHT 6 A SEPARATE PERMIT FOR THE ELECTRICAL WORK CONTAINED HEREIN. DUPLEX RECEPTACLE/IIOV/WHITE -ELECTRICAL CONTRACTOR SHALL FURNISH ALL LABOR AMC)MATERIALS NECESSARY TO LOCATE 6"Or,ABOVECOUNTERTOP OR IB"AFF - - - - - -- - - - ----- - e4 COMPLETE THE NEW ELECTRICAL DISTRIBUTION SYSTEM. AT EXTERIOR,GPCI PROTECTED DEVICE 3' b UP -ALL WORK UNDER THI6 SECTION$HALL INCLUDE CUTTING AND PATCHING A6 NECESSARY ® HARDWIRE ELECTRICAL CONNECTION 4' w6aTH3RPRooF TO INSTALL ELECTRICAL WORK.ALL SUCH CUTTING AND PATCHING SHALL BE DONE INA OKE DETECTOR WIRED IN ar NEAT AND WORKMANLIKE MANNER BY WORKERS SKILLED IN THE TRADE,AND WITH THE AC/DC AERIES SMOKE ALL OTHER DETECTORS APPROVAL OF THE ARCHITECT, y M- BORN. ® MODULAR TELEPHONE JACK -MANUALS AND WARRANTY DOCUMENTS FOR ALL EQUIPMENT SHALL BE PROVIDED i0 THE a OWNER PRIOR TO FINAL PAYMENT, -ALL EQUIPMENT AND FIXTURES SHALL BE TESTED,LEFT CLEAN AND IN OPERATIONALT THERMOSTAT O ORDER PRIOR TO FINAL PAYMENT. O HONEYWELL,TACO OR EQUAL W/AUTO SETBACK, l0 © MODULAR CABLE TV JACK DECK m BATH EXHAUST FAN-NUTONE OTSO W/METAL 12 3 D ® DUCTWORK THRU WALL W1 WEATHERPROOF ~ WALL CAP/DAMPER 3 EXTERIOR CELING RECESSED FIXTURE _ LIGHTOWER DAMP RATED 11021-11116WH W/SOW PAR38 HALOGEN 7 MECHANICAL/PLUMBING: SPECIFICATIONS= 4Y BY OWNER-SEE ALLOWANCES H- VANITY WALL MOUNTED FIXTURE AS SELECTED V2 CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS 1 EQUIPMENT NECESSARY TO INSTALL PLUMBING,RELATED FIXTURES,VENTILATION, 6J� CEILING RECESSED FIXTURE IN INSULATION •y AND DOMESTIC HOT WATER.ALL WORK SHALL Y LIGHTOLIER 110010 IIT6WH IUMOW PAR30 HALOGEN m CONFORM TO THE LATEST STATE OF NY BUILDING CODE AND LOCAL CODES AND 11 CEILING RECESSED SHOWER FIXTURE a ORDINANCES.SUBCONTRACTORS SHALL COORDINATE WORK WITH OTHER TRADES, �- LIGHTOLIER IIOOIC 1128 W/SOW A9 ou. -PROVIDE SHUT-OFF VALVE6 AT ALL FIXTURES AND APPLIANCES. 12 CEILING HUNG PADDLE FAN A6 SELECTED T J -PROVIDE PIPING PER CODE.INSULATE HOT WATER PIPING IN BASEMENT. BY OWNER-SEE ALLOWANCESi m -WATER SUPPLY,WASTE AND&OIL LINES SHALL NOT BE EXPOSED IN UNIN6ULATED ELECTRIC RESISTANCE BASEBOARD 3 OR UNHEATED SPACES, HEATING ELEMENT W/REMOTE THERMOSTAT i -- - - -I -PITCH ALL WATER LINES TO LOW POINT TO DRAIN AND PROVIDE CENTRAL 3' 6 I 6 DRAIN VALVE AND DRAIN VALVES AT ALL SHUT-OFFB. PLUMBING SCHEDULE: I ' 3' -PLUMBING FIXTURES SHALL BE SUPPLIED AND INSTALLED BY PLUMBING -_ _ - SUBCONTRAOTOR. ❑I SELF-RIMMING LAVATORY WITH FAUCET SELECTED BY THE OWNER. HALL _ _ _ _ _ _ _ _ _ _ -PLUMBING AND HEATING SUBCONTRACTORS SHALL LICENSED INSURED SEE 6PELIFILA710N6 FOR ALLOWANCES. . C O AND SHALL HEREIN A SEPARATE PERMIT FOR THE SUBCONTRACT WORK IA GALJFLU5H TOILET SELECTED BY THE OWNER CONTAINED HEREIN. © 3 -DOMESTIC HOT WATER SHALL BE PROVIDED BY EXISTING SYSTEM. THE OWNER.BEE 6PELIFICATION6 FOR ALLOWANCES. -PLUMBING CONTRACTOR SHALL 6UPPLY ALL COMPONENTS ANP ACCESSORIES 51 ALL TILED SHOWER ENCLOSURE W/GLA89 DOOR UNIT, 4 4 AS NECESSARY TO INSURE COMPLETE AND FUNCTIONING PLUMBING SUPPLY AND PRESSURE BALANCING VALVE(SPOUT AS SELECTED BY OWNER. 6 WASTE SYSTEMS. MU04FT TILED FLOOR OVER COPPER PAN OR PVC LINER. 4ARRANT156 AND MANUALS$HALL BE PROVIDED FOR ALL EQUIPMENT.TAG ALL SEE BPECIPICATION6 FOR ALLOWANCES. VALVES. -PROVIDE SUPPLY LINE WATER HAMMER ARRESTORS AT ALL FIXTURES, 3 M.BATH 6 -ALL WORK UNDER THIS SECTION SHALL INCLUDE CUTTING AND PATCHING AS NECESSARY TO INSTALL MECHANICAL 1 PLUMBING WORK.ALL SUCH CUTTING AND PATCHING �T I2"STEP SHALL BE DONE IN A NEAR AND WORKMANLIKE MANNER BY WORKERS SKILLED IN THE 0 TRADE,AND WITH THE APPROVAL OF THE ARCHITECT. -ALL EQUIPMENT AND FIXTURES SHALL BE TESTED,LEFT CLEAN AND IN OPERATIONAL ORDER PRIOR TO FINAL PAYMENT. I O KING DINING / TO EXISTING j LIGHTS FIRST FLOOR PLAN /2°VENT 12"VENT II I � / 15"VENT 3"VENT UP / THRU ROOF 2"WASTE " P-TRAP 31P VENT y 2"VENT M.BATH / PLUMBING WASTE / VENT P-TRA 2'VENT RISER DIAGRAM 2"wa67E �� 1 L 3" AST EXISTING FIRST FLOOR - MECHANICAL / PLUMBING / ELECTRICAL PLAN WBT IN SCALE:1/4" -1'O" FAXr DATE 21 MARCH 2005 1360-536-5375 ZGFlED AFlC!/,� CRISP RESIDENCE E-MAIL. EQUESTRIAN AVENUE ��S hEssP,,,; T N PETERSPRINCsSTEEL9SNEi.NEi P J FS LUNGSTEHL ; SINGLE FAMILY RESIDENCEFISHER'S ISLAND 860 572 7306 L� rE9TEGT RENOVATIONS & ADDITIONS NEW YORK s P M 1 r=iJFNNO COPYRIGHT© O ?005 PETER J.9PRINGSTEEL ARCHITECT,LLC L