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HomeMy WebLinkAbout29453-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30878 Date: 04/25/05 THIS CERTIFIES that the building ADDITION Location of Property: 540 LONGVIEW LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 88 Block 4 Lot 52 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 2, 2003 pursuant to which Building Permit No. 29453-Z dated JUNE 2, 2003 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 & REAR DECK ADDITION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to MAX S & MARILYN BRITVAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 202228 04/15/05 PLUMBERS CERTIFICATION DATED N/A A oriz 21, Sign ture Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 t APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the follo%ving: 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 2110 of 110 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 y Date. z — ' New Construction: Old or Pre-existing Building: (check one) Location of Property: �` t Lam•µ�U E �1 0v to House No. ,�/ ����//�`Qn�,D4 Street Hamlet Owner or Owners of Property: f !A4 6�/i J4 Zi I-C 1e" � Suffolk County Tax Map No 1000, Section Block Lot Subdivision -7 Filed Map. Lot: �� Permit No. °t C�,/`✓ Date of Permit. Applicant: /" �//L� 091—i p/d \ Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ _ Z� Applic i ature 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 S BUREAU OF ELECTRICITY 5 55 40 FULTON STREET -- NEW YORK, NY 10038 5 5 CERTIFIES THAT 51 51 5 Upon the application of upon premises owned by 5 5 5 JIM SAGE ELEC. INC. MAX BRITVAN P.O. BOX 38 540 LONGVIEW LA �5 GREENPORT, NY 11944-0038, SOUTHOLD, NY 11971 5 C� Located at 540 LONGVIEW LA SOUTHOLD, NY 11971 Application Number: 2022228 Certificate Number: 2022228 5 Section: Block: Lot: Building Permit: BDC: ns11 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 5 5 First Floor, Outside, f5A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed , herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the Day of lith April, 2005. rrr5 Name QTY Rate Ratitg Circuit Type 5 Miscellaneous 5 5 1 room addition 5 Wiring and Devices 5 Outlet S 0 Fixture 5 5 Fixture t< 0 Incandescent 5 5 Outlet 9 0 General Purpose 5 5 Receptacle S 0 General Purpose 5 5 Switch 2 0 General Purpose 5 5 Dinn-ners 2 0 5 5 5 5 5 seal S1 of 1 l�+7 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 I] cPrJ�rJ�rJPLr n rJrJ [lcP tJPLrJ�cP rJ�rJrJrJ�rJ�rJ�rJrJcPrJrJcPcPrJul a Pr Pr- pr J-L3Pr Pd-E3pr PL O 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. 29453 Z Date JUNE 2 , 2003 Permission is hereby granted to: MAX S & MARILYN BRITVAN 645 BARNARD AVENUE WOODMERE,NY 11598 for CONSTRUCTION OF A REAR DECK ADDITION AS APPLIED FOR at premises located at 540 LONGVIEW LA SOUTHOLD County Tax Map No. 473889 Section 088 Block 0004 Lot No. 052 pursuant to application dated JUNE 2 , 2003 and approved by the Building Inspector to expire on DECEMBER 2 4 . Fee $ 150 . 00 or z d nature ORIGINAL Rev. 5/8/02 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IPAULATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE l INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] i UGH PLBG. [ ] FOUNDATION 2ND [ /INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRES INSPECTION REMARKS: Com , l��y o � 5 ►.�� � � DATE $ 3 ° INSPECTOR •� 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ UGH PLBG. [ ] FOUNDATION 2ND [ ?"INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �S�I��a h (YS �A DATE $ �` INSPECTOR "��" 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [,vKFRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: M ,H z i� lJa DATE g 23 2 INSPECTOR M-1802 BUILDING DEPT. /FNDATI10N SPECTION [ 1ST [ ] ROUGH PLBG. ON 2ND [ ] INSULATION RAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: O A,t ( �F *,., s PJ bowN A6oU-( Gut %J ©L l a l ON �7n)V2 DATE INSPECTOR �l 765-1802 BUILDING DEPT. NSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: _ DATE / �r INSPECTO M-1802 BUILDING DEPT. SPECTION [ ] UNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY E AERKS. R / l 'vL DATE INSPECTO [$113 © STEPHEN RAY FELLMAN, P.C. ARCHITECT A.I.A. 570 BROADWAY TELEPHONE (631) 789-3555 AMITYVILLE • NEW YORK 11701 FAX (631) 789-3218 July 28, 2004 Town of Southold Building Department 3 � 53095 Main Road Box 1179 Southold, New York 11971 Re: Britvan Residence 540 Longview Lane Southold, New York 11971 Permit#: 29453 To Whom It May Concern: Based on an inspection, I hereby certify to the best of my knowledge, belief and professional judgment, the waterproofing for the above referenced addition is in accordance with applicable State and Town Building Construction Codes. Should you have any questions or require additional information, please contact this office. Respectfully submitted, RStephnFelhnArchi ecbiano Project Manager E JJC:jc R C Cjob> .h.ves`9242-b_Bmm 9142_072804_W%TEBPBooFINGdm N Fp s a ~ 16360' d� pt e f Newt TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET J" f VILLAGE DIST.' SUB. LOT � IV I - i FORMER OWNER N E ACR. S W TYPE OF BUILDING C" C9 Z-0/X 4 w1 .0 RES. aio SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS r ' �jpU — D!J ✓ l k• 7 � � � �� ��r . .) n.jC i� ✓ O� �n T: kV ��C70 S UOQ -7 )0 _ - AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE _ FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total �.r. w DOCK a OR TRIM 5 - - a - 88-4-52 9/02 - _ 6 M. Bldg. J�-_ c a �r 46 Extension 17 - 3,4 - a Extension I Extension Foundation J;` Both `I Z Dinette Porch Basement = Floors K. Porch Ext. Walls - n Interior Finish LR. Breezeway Fire Place Heat n;` DR. Caro e 4 _ _ ^ JjO;_1 ; Type Roof Rooms 1st Floor BR. 3 Patio Recreation Room Rooms 2nd Floor O:- / Dormer Driveway Total /- Z-�Z — '7101) -(-r6„� Fr x l `rte _.. jicr�J r53J FIELD INSPECTION REPORT DAXE CON MUM 9 FOUNDATION(1ST) 3 -------------------- G ,14 J FOUNDATION(2ND) 7 z _ p Aw o LW 11 L?.IC g Z a r o ROUGH FRAMING& a PLUMBING .4 � '�+•oa �rA-r .J J(C GT r t4 SP^ec cv INSULATION PER N.Y. -3 STATE ENERGY COD CIO FINAL ADDITIONAL COMMENTS IAm 5 0 a �g Y y O x 0 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENTDo you have or need the following,before applying'? l TOWN HALL Board of Health _ SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �ry 7 Survey __ www. northfork.net/Southold/ PERMIT NO. 7 Check--- Septic heck _Septic Form N.Y.S.D.E.C. Trustees Examined � r� . 20 -5— Contact: Approved , 20Mail to: Disapproved a c Phone: Expiration Z Z 2 r Buil Inspector 22003 7application VALAPPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS 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 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 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. (Signa r of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ,ou-4'71&r12_ Name of owner of premises A,11 X ¢-A f)10 ZtiW (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be do ie: House Number ' Street Hamlet County Tax Map No. 1000 Section PDX PW Block aSt. Oy Lot d- r;z Po Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises andintended use and occupzTcy of-proposed construction: a. Existing use and occupancy_ D-x Fa-"+/-',4e b. Intended use and occupancy �, G�/Z- DC"%j/ 3. Nature of work (check which applicable): New Building Addition r/ Alteration Repair Removal Demolition_ Other Work (Description) 4. Estimated Cos�dt7D Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units _Number of dwelling units on each floor_ If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each stype of use. 7. Dimensions of existing structures, if any: Front �Rear (77/ Depth Height 141 Number of Stories e K- Dimensions of s me structure with alterations or additions: Front Depth LH 'f Height t LL Number of Stoyi V .4+ ' 8. Dimensions of entire new construction: Front Rear fo r J Depth 4 / Height 14 r Number of Stories 1 9. Size of lot: Front 1A.41 Rear /oo z Depth /-O 01 l . Date of Purchase 1'<d/ Name of Former Owner X 44-",- Y► I I. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO_1 13. Will lot be re-graded? YES_NO Will excess fill be removed from premises? YES -NO 14. Names of Owner ofppremises Address5'bLon4uir�i-Thone No."`Je�S-44'470s— Name of Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE ,&EQUIRED. b. Is this property within 300 feet of a tidal wetland? * X'ESNO r/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) being duly swom, deposes and says that (s)he is the applicant (Name of individuaall signin contr t above�named, (S)He is the /' ! fz "- - (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work wil! be performed in the manner set forth in the application filed therewith. Sworn to before me this 1 day of 20 Tota0y Public S ature of Applicant JOYCE M.WILKINS Notary Public,State of New York No.4952246,Suffolk County Term Fxnires June 12, )-,'j O 7 BUILDING PERNIIT EXAMINER CHECK LIST . DATE REVIEWED: _g� /a/03 APPLICANT: rY Ckj %\i*% PA•Np DATE SUBMITTED:_/a /03 SCTM# DISTRICT: 1,000, SECTION: BLOCK: �, LOT: 50-) SUBDIVISION:� 1, ADDRESS: CITY: ZONING DISTRICT: CONFORMING? .tea BUILDING PERMITS OPEN/EXPIRED- BP 2 6 66 2 -Z/C/0 Z-.2,791 Z , INFO /BP -Z/C/0 Z- , INFO BPS-q-Z/C/0 Z-,qy3q g , INFO A,,,, /BP -Z/C/0 Z- , INFO PRE CO: Y OR N BP -Z/ C/o Z- , SINGLE & SEPARATE CERTIFICATION-REQUIRED ,Vo NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconfonning at any time after 7/1 REQ. LOT SIZE: ACT. LOT SIZE1 roffZ REQ. LOT COV. abs ACT. LOT COV. REQ. FRONT 3 ' PROP. FRONT , REQ SIDE jo/z; ACT. SIDE REQ. REAR g; PROP. REAR / REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST:ARCHITECTfgR L 5RD,, ( -.FAST TRACK WATER FRONT? No DESCRIPTION: PANEL #: FLOOD ZONE: COMPLIANCE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or I&BED #): DTE: /_/ PERMIT #: TOWN SEPTIC RECEIPT: Y o1C 1D NEW YORK STATE DEC: PRE-DEC 9/1/75 YES O@ SOUTHOLD TOWN TRUSTEES: YES o TOWN ZONING BOARD APPROVAL: YES o TOWN PLAN. BOARD APPROVAL: YES or TOWN HISTORICAL PRE (SPLIA): YES or NEW YORK STATE CODE COMPLIANCE (SEE PAGE�2'j�E or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: It SF INIT OTHER TOTAL TOTAL: 6 SF FEE FEE FEE t—SF)- — -SF)= SFX 2. ( SF)- (_ SF)= __SFX 3. (— SF)- (- SF1= - —SFX FINAL TOTAL: $ / NEW YORK STATE CODE COMPLIANCE CHECKLIST USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: W F DESIGN CRITERIA: GEE FULL FRAMING DESIGN ELEMENTS: HEADERS: Y/N V WALL STUDS: Y/N /N GIRDERS: YCEILING JOISTS: Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N SHOULD INCLUDE LIVE,DEAD,SNOW,SEISMIC AND WIND(INCLUDING UPLIFT AND EXPOSURE) WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS, LIGHT, VENT: Y/N ��- LOAD PATHS: Y/N ROOF TO FOUNDATION 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 CALLS: Y/N I/�"�Lo'l TOTAL COMP TURN TO PAGE ONE) SURVEY OF MAP OF BA Y HA VEN A T SOU THOLD LOT 71 FM# 2910, F—,' ED JAN. 22, 1959IN MAP of TERRY WATERS LOT 41 LOT 42 SITUATE RESIDENCE RESIOEACE BAYVIEW, TOWN OF SOUTHOLD sEaVICE-1 3Y MUNICIPAL WATER SUFFOLK COUNTY, N. Y. IP N 38' 06' 3 " E loo, IP 5 � I PROPOSED SURVEYED FOR MAX BRITVAN Z GARAGE 5 Ul Cv N /�CESSP00LS ZD, QQ..., s FM# 2907 FILED DEC. 29, 7958 O ZONING R40 SEP I C TANk � ` ELEVATION SOURCE PROVIDED BY SUFFOLK COUNTY DEPT OF PUBLIC WORKS r6.Y IN 7929 NA VD 6, . T. / vCC I �`\ TAX MAP NO. 26.4 52 "/ f, 1 1 1000-088-04-52 LOT 72 39r, CONCRETE & SLAT 57EPS RESIDENCE LOT 70h 1 SURVEYED 27 MARCH, 2000 RESIDENCE ONE STORY RESIDENCE m�K�5 � 5 K� r�r SCALE I"=20' e l6 ' 1 I n �^^^p'mK" Y A1O AREA= 15,OOOSF tia � KAL�O U IO ,q 1 .mmrK wrnrumvs w sezwnvr awcns OR b NYIMOId➢K EMIG'� IX11S O 0.5 — b� Q snl[r a„xounw v.acnw raw o' 0.344 ACRES 5.7' 5.4' ne rcw mel mrwrw ua 7.5' 15 1 b macs s nes swKr rw xor ecwrc o slate m 17. , 0 1 0 iar'"�mr �mc'r:�vKn Vie" v ® cvr. \� GUARANTEED TO 26.4' 6.7' S MAX BRITVAN o ¢ O 7� FIRST AMERICAN FIRE INS. CO. OF NEW YORK 0 3 V TOWN OF SOUTHOLD N a% m e h Z SURVEYED BY (JI Q STANLEY J. ISAKSEN, JR. P.O. B X 294 NEW IFFOLK, NY 1 6 631 .34-5835 ` IP WELL F FD CM D O pl/ S 38' 06' 30" W M 100' TIE= 467.92" L7 EhIS ' AND RVEYOR LONGVIEW LANE NOTE: 1. 72 MAY, 2000 CORRECT FM TO READ "TERRY WATERS'" NYS L N0. 49 :3 2. 04 OCT. 2000 LOCATE POURED CONCRETE FOUNDATION. 3. 12 MARCH, 2001 FINAL SURVEY. OOC'8 SURVEY OF MAP OF BAY HAVEN AT SOUTHOLD LOT 71 FM# 2910, FLED JAN. 22, 1959IN MAF OF TERRY WATERS 5/TUA7E LOT 41 LOT 42 RESIDENCE RESIOEA�CE BAY"l/IEW, TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. Sc"'R✓lG:� BY MUN!0PAL WATER FV 1p N 38' 06' 10 IP 5' PROPOSED SURVEYED FOR MAX BRITVAN Z GARAGE 5' � W CESSPOOLS 20• ,, FMS' 2907 FILED DEC. 29, 1958 O l ZONING R40 i SEP it TANK rrl ELEVA77ON SOURCE PROVIDED BY SUFFOLK COUNTY DEPT IN 1 29 NA VWORKS 16.7 Fa-, T. 1 TAX MAP NO. 26.4 ., � 1 � � 1000-083-04-52 2 Lor 72 3S,. coacaerc SLAT STEPS RESIDENCE LOT 70 h s SURVEYED 27 MARCH, 2000 CI � w SCALE 1"=20" RESIDENCE ONE STORY RESIDENCE IMner vriewrc m I i ( I rtrorc wsnlvuut r usrtn rrxuN uo � I,6 • I `1 m������,�nm� AREA= 15,OOOSF OR 4 b b m wwMwaA.uLurov m Mpmv m rns waltr a.w�nw Q scnnv rJav v 0.344 ACRES 5.7' 75.4' Q nr Nnr roar touuxaN u+ 1.5' 15 mats s�'swrr N.a Nur ffurxc i o slot. �O b b ) a�wm®., � �a mvsnwm m x xan wrc YN � GUARANTEED TO 26,4' 67' / MAX BRITVAN �1 1 RRST AMERICAN TITLE INS. CO. OF NEW YORK Q 4) V TOWN OF SOUTHOLD 03 o U) SURVEYED BY Q STANLEY J. ISAKSEN, JR. p I \ P.O. B X 294 NEW UFFOLK, NY 1 `6 \ 631 J5835 v WELL v \ c IP P LM rD I cm S 38' 06' 30IW^ o`;4 n 100' TIE= 467.92' uCEN� ANO1 R✓EYOR -, VIE L ANE NYS L n10. 49 i3 L �1�`JC A NOTE: 1. 12 MAY, 2000 CORRECT F,M TO READ "TERRY WATERS" (jq ;)C T 2000 L Or A.TF POURED CONCRETE FOUNDATION. -3 12 .44ARC:h', 2001 FINAL 1 2 46 IO II 12 15 14 15 16 N A BE DOUGLAS FIR LARCH NO.2 FB = 875 PSI I. THE A.I.A. GENERAL CONDITIONS ( A.I.R. DOG. A201) ARE HEREBY MADE I. ALL LUMBER SHALL FV = 95 PSI, E = 1600000 P51, MAXIMUM MOISTURE CONTENT < 199'0. AN ADMINISTRATIVE PART OF THESE DRAWINGS, AS IF HEREIN WRITTEN PROPOSED 1 - S T 0 RY SURFACES WITH SAME TYPE OF MATERIAL USED FOR SHOP COATING. IN FULL. - 2. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE NATIONAL 2. WRITTEN DIMENSIONS SHALL HAVE PREGEDENGE OVER 5GALED FAMILY ROOM AND DECK DESIGN 5PEGIFIGATION5 FOR WOOD GON5TRUGTION, DIMENSIONS. ADDITION T O THE STEPHEN RAY FELLMAN LATEST EDITION. 3. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER 3. ALL WOOD EXPOSED TD WEATHCR SHALL BE A.G.Q. TREATED IN FOR A COMPLETE JOB IN ALL RE5PEGT`5 AND O EXIT 15 THE INTENTION OF THE ITRAS WI NG5 TOPRBE IDE ARCHITECT , A.I.A. ACCORDANCE ANPA CONNECTORS STANDARDS. ALLOWED FOR MATERIALS AND/OR LABOR REQUIRED TO COMPLETE BRITVAN R570 BROADWAY, 1701 ILLE 4. ALL WOOD CONNECTORS SHALL BE "SIMP50N", OR APPROVED THE WORK, A5 INDICATED. NEW YORK 11701EQUAL. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS $ CONDITIONS ON THE 5. MEMBERS DESIGNATED AS "MICRO-LAM" SHALL BE MANUFACTURED JOB AND THE ARCHITECTS OFFICE MUST BE NOTIFIED OF ANY VARI- TEL: (631 ) 789-3555 ATION5 FROM THE DIMEN51ON5 AND CONDITIONS 5HOWN ON THE FAX: M11 789-3218 IN ACCORDANCE WITH "GEORGIA PACIFIC" STANDARDS. DESIGN DRAWINGS. PROVIDE DIMENSIONS SUBJECT TO AGTUAL FIELD GOND- EMAIL: MAIL®SRFAIA.COM STRESSES ARE AS FOLLOWS: F5=2,800PSI, FV=285P51, ITION5 AND NO GREDIT5 OR EXTRAS WILL BE ALLOWED FOR 015GREP- 2,000,000 P51. ANGIE5 UP TO 2'-0" IN ANY MEASUREMENT. 5. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL,5TATE AND LOCAL 540 LONGVIEW LANE CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL ARRANGE FOR ALL NEGE55ARY PERMITS AND INSPECTION5 INCLUDING S O U T H O L D N . Y . 11971 THE OCCUPANCY CERTIFICATE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT TOWN O F S O U T H O L D WOOD NOTES 1. ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. m CONTRACTOR SHALL DISCONNECT, GAP AND REROUTE ANY EXISTING SUFFOLK COUNTY , NEW YORK WATER SANITARY OR UTILITY LINES IN AREA OF NEW FOUNDATIONS AND SHALL USE HAND EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND SERVICES. IF ANY LINES ARE BROKEN w OR DAMAGED, THE CONTRACTOR WILL REPAIR AND REPLACE SAME w I Demolition work shall be done in strict conformance with local and AT HI5 OWN EXPENSE AND ARRANGE FOR PROPER INSPECTION OF state regulations. HI5 WORK. --- 2 Perform all demolition work in accordance with the regulations of 8. THE INSTALLATION OF ALL MATERIALS AND PRODUCT5 SHALL MEET 0 AN51/NFPA 241-1975, Building Construction and Demolition ALL LOCAL FIRE DEPARTMENT'S REQUIREMENTS AND REGULATIONS, Operations. PROOF OF WHICH SHALL BE FURN15HED TO THE FIRE MARSHALL 3 Provide all temporary barricades, railings, lighting, etc. required to PRIOR TO THE INSTALLATION OF SUCH MATERIALS AND PRODUCTS. FAMILY ROOM = t327 SQ.FT. p w rotect the workmen, owner's personnel, and others from injury o SQUARE FOOTAGE: DECK = ±288 SQ.FT. p p j y . MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES, g due to the demolition work. Provide free and safe passage of LIGHTING COURSING, DIMENSIONS, HEIGHT, ALIGNMENT, ETC. MOVE persons to and from areas and facilities which are to remain. 4 Perform the demolition work in such manner as to prevent fires. AND RELOGATE ANY PARTITIONS, WIRING PLUMBING AND DUCTWORK y?p? a I THAT MAY BE CONGEALED IN WALL5 OR GEILIN65 BEING REVISED, S.C.T. M . : Remove all accumulated debris promptly. Disposal by burning will w not be permitted on site. All debris shall be disposed of in a legal, TO PROVIDE A COMPLETE JOB IN ALL RESPECTS. o workmanlike manner. Do not bury materials on site. 10. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING z o 5 All salvageable materials and equipment including fixtures, OF NEW AND EXISTING AREAS. INSTALL AND REMOVE ( AFTER o 0 Furnishings, and decor items shall e stored and protected from COMPLETION ) ALL TEMPORARY SUPPORTS , HEADERS AND DUST damage until the owner determined the course of action to be SCREENS TO ADEQUATELY SUSTAIN ALL LOADS AND PROTECT rn w taken with same. EXISTING WORK FROM DAMAGES OF ANY KIND, INCLUDING DUST. P R O J E C T TITLE / LOCATION '� a x � 6 Notifyy affected utility companies before starting work and comply 1 I. FLASH, CAULK AND SEAL ALL JUNCTIONS OF NEN AND EXISTING with tur requirements. ROOFS, WALL5 AND PENETRATIONS, TO TI"O FORM A WATER TIGHT 0 C 7 Do not disable or disrupt building fire or life safety system without ASSEMBLY. ALL FLASHING TO BE 16 OUNCE COPPER SHEATHING AND prior written notice to the owner. EXTEND AT LEAST 8" ABOVE INTERSECTING SURFACES. a0 O1 w 8 Provide dust-tight partitions between areas where demolition work 12. ALL ELEGTRIG WORK SHALL CONFORM TO RULES AND REGULATIONS 0 -- is being performed and areas which are finished or in use. OF THE NATIONAL ELECTRIC CODE AND IN.Y. STATE BOARD OF FIRE 9 Conform to procedures applicable when discovering hazardous or UNDERWRITERS. THE FINAL CERTIFICATE: OF APPROVAL MUST BE o O contaminated materials. 10 Conduct demolition to minimize interference with adjacent PRESENTED TO THE OWNER PRIOR TO FINAL PAYMENT. EX15TINO WALLS TO REMAIN 0 occupancies. 13. THE ENTIRE PREMISES, INSIDE AND OUT, SHALL BE GLEANED OF ALL - - - _ Ex15nNG WALLS ro BE REMOVED Z 11 Cease operations immediately if structure appears to be in danger. DEBRIS AND EXGF-55 MATERIALS, TO THE 5AT15FAGTION OF THE Notify architect/engineer. Do not resume operations until directed. OWNER, INCLUDING LABELS AND PROTECTIVE COATINGS ON ALL PROPOSED HALLS RED 12 Demolish in an orderly and careful manner. Protect existing MATERIALS. \gyp yEN FgRC supporting structural members. 14. REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A PROPOSED/ EXISTING BEARING WALLS v s� yid 13 Patch all existing finishes to remain that are affected by adjacent WAIVER OF LIENS, SIGNED BY ALL SUBCONTRACTORS AND MATERIAL demolition work. SUPPLIERS, IN ADDITION TO THE GENERAL CONTRACTOR. 14 Leave each area broom clean upon completion of work each day. N 38'06'30° E 5.00' � 100.00' g EXISTING DOORS/WINDOWS TO REMAIN 2 0 20'00 NoN DOORS/WINDOWS a ! ] E EXISTING DOORS/WIfNewy° in 1 TO BE REMOVED DEMOLITION NOTES GENERAL NOTES I2ARAWn I NEW DOORS PROJECT TITLE: I. A minimum of one wall-switch-controlled lighting outlet is required in every ARCHITECTURALS I I ® NEW 4"x4" WOOD POST habitable room, hallway, stairway, attached garage, and outdoor entrance. NEW BEAM — . Exception: In habitable rooms other than kitchens and bathrooms one or more receptocle5 controlled by a wall switch are permitted in lieu of lighting PROPOSED 1 -STORY Outlets. T-1 TITLE SHEET, PLOT PLAN, GENERAL NOTES, LEGEND FAMILY ROOM AND DECK 2. In every kitchen, family room, dining room, den, breakfast room, living room, parlor, 5unroomROOM ADDITION , bedroom, recreation room, and similar rooms, receptacle PROPOSED FAMILY CARBON MONOXIDE DETECTORS SHALL BE ADDITION0 THE outlets must be installed so that no point alonq the floor line is farther than 12 ft, measured horizontally, an outlet, including an walls ace 2 IN AGGOY ANCEG ITH O ^L GOLICHTI6 CIRCUIT y g y p T-2 RESIDENTIAL CODE ANALYSIS e' , r, .c . IN TECORDANGE L G LocAL TODEs BRITVAN ft or more wide and the wall space occupied by sliding panels in exterior DETEcroRs SHALL coNFORrI ro U.L. zos4 STANDARDS walls. DECK,:' RF.SIDF.NCF e� I SMOKE DETEGTORc,, SHALL BE INTERGONNEGTED 3. A minimum of two #12 wire 20-A Small a lionce circuit5 are required to Serve o — �. �� 51N5LE STATION DEVICES IN ACCORDANCE Il IRC only small appliance outlets, including r�fpigeration equipment, in the T-3 RESIDENTIAL GENERAL NOTES rr' 540 LONGVIEW LANE kitchen, pantry, diningroom, breakfast room, and family room. Both circuits must extend to the itchen; the other rooms may be served by one or both of I i " I NOTE SOUTHOLD, N.Y. 11971 them. No other outlets may be connected to these circuits, except a ALL Exr. HEADERS ARE I Be fz)z'x1z' I^v /z^ PLn loop receptacle installed solely for an electric clock. In kitchen and dining A-1 PROPOSED FOUNDATION PLAN, FIRST FLOOR PLAN AND DETAILS L _ cNsn,n r•mer _ _ ' SPACER uNLESs orHERwISE NorED areas, receptor le outlets must be installed at each and every counter space I � .� _ I p OTE: wider than 12 In. .( 4LL INT. HEADERS ARE TO BE,2)2"X8" w/ 1/2" PLYNODD 0' 0 SPACER UNLESS OTHERIII15E NOTED 4. A minimum of one #12 wire 20-A circuit must be provided to supply the laundry - - - SUFFOLK COUNTY, NEW YORK receptocle(5), and it may have no other outlets. A-2 PROPOSED ELEVATIONS AND SECTION NOTE: 3 5. At least one receptacle outlet must be installed in the bathroom near the ` HEATING 5Y5TEM TO MATCH ExISTINO AND CONNECT TOWN OF SOUTHOLD basin and must be provided with ground fault circuit interrupter protection. °'0 - - - - - m f TO EXISTING SYSTEM. EXISTING SYSTEM TO BE S.C,T.M. 6. Godo requires sufficient 15- and 20-A circuits to au pIu three watts of power INSPECTED/ ANALYZED BY A VERIFY ITSO 1ZE HEATING/ for ever square foot of floor space, not including gaPage and open porch D-1 TYPICAL DETAILS t PLUMBING CONTRACTOR TO VERIFY ITS SIZE AND areas. Minimum carie t of floor 15 One notcirint per 600 Sq ft; one circuit per I w Im EFFIGIENC:r TO HANDLE ANY NEW ADDITIONS/ ALTERATION 500 sq ft is desirable. Z DATE: AUGUST 2003 7. A minimum of one exterior' re�e�t Gle outlet ,'s,re wired (two re desirable) OMI �" I Sn ALL CONGEALED WALL AND FLOOR SPAC�ATO BEand must be provided with ground tault clrcui� InteoTrupter protection. FIRE STOPPED AS PC-R NYS CODE SECTIODRAWN BY: JJC 8. A minimum of one receptacle outlet is required in basement and garage, in addition to the one in the laundry. In attached garages it must be provided z P�AS TE: with ground Fault circuit interrupter protection. _ L MAKE. IODeL, AND cows of Pwr+eING r-IxruREs CHECKED BY; SRF—� 9. Many building codes require a Smoke detector in the hallway outside bedrooms > 38'06'30" W 00.00' PER OWNER. 467.92' or above the stairway leading to upper floor bedrooms. LONGVIEW LANE NOTE-: PROJ. NO.: 9242-B WINDOW DESIGNATIONS ARE ANDERSEN. APPROVED IO.Disconnect switches are required. Note: EQUAL MAY BE SUBSTITUTED DWG. NO.: Refer to the National Electrical Gode (NEG) for further information on residential requirements. T = 1 TITLE SHEET A SCALES y zoo-o• LEGEND ELECTRICAL NOTES INDEX TO DRAWINGS PLOT PLAN • DWG. TITLE: 2 12 15 14 I CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (TABLE 301 .2(l ) GROUND N SEISMIC SUBJECT WIND TO DAMAGE FROM WINTER ICE SHIELD TABLE 301 .4 FROST LINE DESIGN UNDEOUIRE NT FLOOD NAILING SCHEDULE MINIMUM UNIFORMLEY DISTRIBUTED LIVE LOADS SNOW DESIGN WEATHERING TERMITE DECAY LOAD SPEED (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS R301.2 (5) R301.2 (4) 8301.2 (2) R301.2 (3) R301.2 (6) R301.2 (-7) R905.2.7.1 FROM WOOD FRAME CONSTRUCTION MANUAL, 2001 ED. STEPHEN RAY FELLMAN USE LIVE LOAD JOINT DESCRIPTION REFERENCE NUME3ER OF NUMBER OF NAIL ARCHITECT , A.I.A. MOD. TO TABLE COMMON NAILS BOX NAILS SPACING EXTERIOR BALCONIES 60 45 P5F D MPH G SEVERE 36" HEAVY SLIGHT F. REQUIRED N/A ROOF SHEATHING DECKS 40 570 BROADWAY, AMITYVILLE STRUCTURAL PANELS TABLE 3.10 8d Od 6" EDGES NEW YORK 11701 NAILING SCHEDULE 6" INTERMEDIATE PASSENGER VEHICLE GARAGE5a 5O a TEL: 631 789-3555 SUPPORTS (THROUGHOUT) FAX: 631 789-3218 FROM WOOD FRAME CONSTRUCTION MANUAL, 2001 ED. DIAGONAL BOARD SHEATHING ATTICS WITHOUT STORAGE b,e ip EMAIL: MAILOSRFAIA.COM X6, IXS 2-8ci 2-IOd PER SUPPORT JOINT DESCRIPTION REFERENCE NUMBER OF NUMBER OF NAIL IXIO OR WIDER ATTICS W/ STORAGE 20 TABLE COMMON NAIL5 BOX NAILS SPACING 3-5cl 3-IOd PER SUPPORT CEILING SHEATHING ROOMS OTHER THAN SLEEPING ROOMS 40 ROOF FRAMING GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/10" FIELD RAFTER TO TDP PLATE TABLE 3.4A 3-8d 3-IOd PER RAFTER WALL SHEATHING SLEEPING ROOMS 30 CEILING JOIST TO TOP TABLE 3.4A 3-Sd 3-I0d PER JOIST STRUCTURAL PANELS TABLE 3.11 8d IOd 6" EDGES PLATE (TOE NAILED) 6" INTERMEDIATE STAIRS 4Oc v v CEILING JOIST TO TABLE 3-9A II-Ibd II-40d EACH LAP SUPPORTS (THROUGHOUT) m PARALLEL RAFTER (PAGE-NAILED) FIBERBOARD PANELS GUARDRAILS AND HANDRAIL5d 200 CEILING JO157 LAPS TABLE 3-9A II-Ibd 11-40d EACH LAP 7/I6" 3 bd (3) 3" EDGE/6" FIELD For 51: 1 pound per square foot = 0.04-79 kN/m2, OVER PARTITIONS 25/32° 8d (3) COLLAR TIE TO TABLE 3-6A 3-Sd 3-IOd PER TIE 3" EDGE/6" FIELD I square inch = 645 mm2, Uj RAFTERS GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/10" FIELD I pound = 4.45 N. HARDBOARD TABLE 3.11 8d 8d 6" EDGES a. Elevated garage floors shall be capable of supporting a TOE NAILED BLOCKING TO RAFTER 2-5d 2-I0d EACH END 6" INTERMEDIATE SUPPORTS (THROUGHOUT) 2,000-pound load applied over a 20-square-inch area. o w IM BOARD TO RAFTER 2-Ibd 3-Ibd EACH END b. No storage with roof slope not over 3 units in 12 units. PARTICLEBOARD PANELS Sd Sd SEE MANUFACTURER N (END NAILED) DIAGONAL BOARD SHEATHING c. Individual stair treads shall be designed for the uniformly N WALL FRAMING X6, IXS distributed live load or a 300- ound concentrated load d V) 2-8d 2-IOd PER SUPPORT p � w TOP PLATE TO TOP PLATE 2-Ibd (I) 2-Ibd (1) PER FOOT IXIO OR WIDER acting over an area of 4 square inches, whichever produces (PAGE NAILED) 3-8d 3-IOd PER SUPPORT the greater stresses, wo z z TOP PLATES AT INTERSEGTION5 FLOOR SHEATHING 4-I6d 5-I6d JOINTS - EACH SIDE STRUCTURAL PANELS d. A single concentrated load applied in any direction at any point o ]j o (PAGE NAILED) I" OR LE55 Sd IOd 6"EDGE / 12" FIELD along the top. N w N a Uj STUD TO STUD PAGE NAILED) 2-I6d 2-Ibd 24"O.G• GREATER THAN I" IOd Ibd 6"EDGE / 6' FIELD e. Attics constructed with wood trusses shall be designed } HEADER TO HEADER (PAGE NAILED) I6d bd Ib" 0.0 ALONG EDGES DIAGONAL BOARD SHEATHING in accordance with R802.10.1. M O BOTTOM PLATE TABLE 3.5A -16d I-I6d PER STUD IX6, IXS 2-8ci 2-IOd PER SUPPORT TO STUD ( END NAILED) f. See RR502.2.1 for decks attached to exterior walls. IXIO OR WIDER 3-8ci 3-IOd PER SUPPORT o w a BOTTOM PLATE TO FLOOR JOIST 2-Ibd (1,2) 2-I6d (1,2) PER FOOT o ^ o - - BANDJOIST ENDJOIST OR BLOKING NOTES: PAGE NAILED) I. NAILING REQUIREMENTS ARE BASED UPON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. IF WALL 8301.6 Deflection. The allow0able deflection of any o SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS structural member under the live load listed in z FLOOR FRAMING FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE R301.4 and R301.5 shall not exceed the values in USED TO MAINTAIN THE LOAD PATH. Table R301.6. JOIST TO SILL, TOP PLATE 4-Sd 4-10d PER JOI5T R"Dggc OR GIRDER (TOE NAILED) 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE d F� PERMITTED TO BE REDUCED TO 1-Ibd NAIL PER FOOT. BRIDGING TO JO15T 2-8d 2-10d EACH END TABLE 301 .6 (TOE NAILED) 3. CORRO51ON RESISTANT 11 GAGE ROOFING NAILS Ib GAGE STAPLES ARE PERMITTED, ACCORDING TO NY5 AND a LOCKING TO JOIST 2-8d 2-IOd EACH END INTERNATIONAL BUILDING CODE. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS /d�"Of NeW (TOE NAILED) BLOCKING TO SILL OR 3-I6d 4-I6d EACH END STRUCTURAL MEMBER ALLOWABLE TOP PLATE TOE NAILED) DEFLECTION PROJECT TITLE: RAFTERS HAVING SLOPE GREATER THAN EDGER STRIP TO 3-I6d 4-I6d EACH END BEAM(FAGE NAILED) 3/12 W/ NO FIN. CEILING ATTACHED L/180 J015T ON LEDGER TO BEAM 3-8d 3-IOd EACH END PRESUMPTIVE LOAD-BEARING VALUES OF F=OUNDATION MATERIALS (FACE NAILED) INTERIOR WALLS AND PARTITIONS H/I80 BANDJOIST TO JOIST 3-I6d 4-16d (END-NAILED) EACH END GLASS OF MATERIAL PROPOSED 1 —STORY D-BEARING PRESSURE FLOORS AND PLASTERED CEILINGS L/360 pounds per square foot) FAMILY ROOM AND DECK ALL OTHER STRUCTURAL MEMBERS L/240 BANDJOIST TO SILL OR 2-16d(l) ADDITION TO THE TDP PLATE (TOE NAILED) 3-I6d EACH END Sandy gravel and/or gravel (GW and GP) 3,000 EXTERIOR WALLS W/ PLASTER OR STUGGp Sand, silty sand, clayey sand, silty gravel and clayey gravel FIN15H H/360 BRITVAN (SW, SP, 5M, SG, GM and GG) 2,000 a RESIDENCE EXTERIOR WALL5-WIND LOADS WITH L/240 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt BRITTLE FINISHES (GI, ML, MH and GH) 1,500b 540 LONGVIEW LANE EXTERIOR WALLS-WIND LOAD5a WITHL/120 SOUTHOLD, N.Y. 11971 MINIMUM SPECIFIED FLEXIBLE FINISHES MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE COMPRESSIVE 5TRENGTHo(f'c) _r TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION Weathering potential NOTE: L = span length, H = span height. - Severe a. The wind load shall be permitted to be taken as 0.7 times SUFFOLK COUNTY, NEW YORK the Component and Cladding loads for the purpose of Basement walls, foundations and other concrete not exposed to the weather 2,500c the determining deflection limits herein. TOWN OF SOUTHOLD Basement slabs and interior slabs on grade, except garage floor slabs 2,500c S.C.T.M. #: Basement w0115, foundation walls, exterior walls and other vertical ROOF LOAD (SNOW LOAD CONVERSION) concrete work exposed to the weather 3,000d (AS PER ASCE 7-98 SECTION 4.8.1.) DATE: AUGUST 2003 Porches, carport slabs and steps exposed to the weather, DRAWN BY: JJC and garage floor slabs 3,500d,e GROUND SNOW LOAD : 45 LB/FT FIGURE For 51: 1 pound per square inch = 6.895 kPa. R301.2(5) CHECKED BY: SRF o. At 28 days psi. GROUND SNOW LOAD CONVERSION b. See Table RR301.2(I) for weathering potential. PRO). NO.: g242_B c. Concrete in these locations that may be subject to freezing and thawing during construction L = L 15 a 0.25 * ) shall be, air-entrained concrete in accordance Faith Footnote d. KLLAT / DWG. NO.: d. Concrete shall be air entrained. Total air content (percent by volume of concrete) shall not be less than 5 percent or more than -7 percent. L = -45 (/O 25 + 15 \J e. See RR402.2 for minimum cement content. ` I(933) J 33.77 _5 LB/FT. / CODE ANALYSIS 7, DWG. TITLE: 14 15 I 16) N SPECIFICATIONS 1 . THE TERM "CONTRACTOR" IN THESE SPECIFICATIONS SHALL MEAN THE 27. ALL INTERIOR FINISHES; COLOR, STYLE AND MATERIAL; AS PER OWNER. FRAMING NOTESAND WOOD SPECIFICATIONS: GENERAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE PERFORMANCE OF THE WORK OF ALL THE SUB-CONTRACTORS EMPLOYED 28. ALL INTERIOR WALLS AND CEILINGS TO HAVE 1/2" GYPSUM WALLBOARD 1 . ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH N0. 2 (OR SELECT STRUCTURAL STEPHEN RAY FELLMAN BY HIM. FINISH. ALL JOINTS SHALL BE NEATLY TAPED AND SANDED AND READY FOR GRADE OR BETTER) WITH MINIMUM ALLOWABLE BENDING STRESS OF 900 Fb FOR REPETITIVE 2. NO CONTRACTOR SHALL BE BROUGHT ONTO THE SITE WITHOUT FIRST PAINT FINISH OR WALLPAPER BY OTHERS. (MINIMUM THREE (3) COATS JOINT USE AND AN E OF 1 ,600,000 AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES. ARCHITECT A.I.A. 1,,} PROVIDING ALL LIABILITY AND COMPENSATION INSURANCE IS MANDATED COMPOUND- UNLESS NOTED OTHERWISE ON PLANS.) 2. JOISTS AND GIRDERS SHALL HAVE FULL 3.5" MINIMUM BEARING OR AS PER 570 BROADWAY, AMITYVILLE BY LAW AND/OR OWNERS REQUIREMENTS. IT SHALL BE THE DUTY OF THE 29. INSTALL ONE (1 ) SHELF IN EACH CLOTHES CLOSET AND A CLOTHES POLE MAUNFACTURER'S SPECIFICATIONS. NEW YORK 11701 CONTRACTOR TO SEE THAT ALL SUB-CONTRACTORS ARE COVERED BY THE UNDER THE SHELF. LINEN AND PANTRY CLOSETS SHALL HAVE FIVE (5) SHELVES. 3. BRIDGING OR SOLID BLOCKING SHALL BE REQUIRED AT MID-SPAN OF ALL FLOOR TEL: 631 789-3555 Q _ REQUIRED INSURANCE AND HE SHALL BE RESPONSIBLE FOR THE SAME. FAX: (631 ) 789-3218 3. ALL MATERIALS SHALL BE FIRST CLASS AS HEREIN SPECIFIED, AND ALL 30. ALL BRICKWORK FOR CHIMNEY SHALL BE SELECTED COMMON JOISTS AND AT A MINIMUM OF 8"-0" O.C. AT LONGER SPANS. EMAIL: MAIL@SRFAIA.COM LABOR SHALL BE DONE IN A THOROUGH WORKMANLIKE MANNER. RED BRICK. ALL JOINTS SHALL BE WELL BUTTERED AND MADE TIGHT 4. USE 'SIMPSON' METAL FRAMING ACCESSORIES AS SPECIFIED HEREIN As DETAILED. AGAINST THE WEATHER AND SHALL BE TOOLED. UPON COMPLETION THE USE NAILING AS RECOMMENDED BY THE MANUFACTURER. 4. NOTHING ON THESE DRAWINGS MAY BE MISCO14STRUCTED AS MODIFYING BRICK WORK SHALL BE CLEANED WITH MILD ACID AND LEFT IN PERFECT IN ANY WAY THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. CONDITION. 5. TOE NAILING OF JOIST TO HEADER IS NOT PERMITTED; USE 16 GA. STANDARD 5. ARCHITECT NOT RESPONSIBLE OR LIABLE FOR ALL WORK NOT UNDER HIS 31 . ALL POTABLE WATER SUPPLY PIPING INSIDE THE HOUSE SHALL E3E 3/4" JOIST HANGERS WHEREVER JOISTS FRAME TO SIDE OF HEADER. DIRECT SUPERVISION. COPPER, "K" TYPE, WITH 1 /2" BRANCHES TO ALL FIXTURES. PIPES LOCATED 6. PROVIDE 'SIMPSON' POST CAP AND BASE CONNECTIONS FOR ALL POST TO GIRDER/HEADER IN EXTERIOR WALLS OR UNHEATED AREAS SHALL BE INSULATED FROM CONNECTIONS TYPICAL THROUGHOUT. REFER TO PLANS FOR SPECIFIC TYPE AND APPLICATION. 0 0 m 6 .PRIOR TO START OF WORK, THE CONTRACTOR SHALL INSPECT THE SITE AND FREEZING WITH INSULATION HAVING A MINIMUM R=2.0. VERIFY ALL CONDITIONS AND SHALL BE LIABLE FOR SAME. 7. PROVIDE "H7" HURRICANE TIES FROM RAFTERS TO STUDS AT EXTERIOR WALLS AND 32. ALL PIPING SHALL BE GRADED FOR DRAINING AT A LOW POINT. CS20 COIL STRAPPING FROM FLOOR-TO-FLOOR AND WALL TO PLATE CONNECTIOS. 3 7. THESE PLANS ESSENTIALLY CONFORM TO THE FOLLOWING CODES, REFER TO STANDARD STRAPPING DETAILS. Lj NEVERTHELESS, WHETHER SPECIFIED OR NOT, ALL CONSTRUCTION MUST 33. WATER METER SUPPLY PIPE TO BE A MINIMUM 1 " DIAMETER. w CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND 8. PROVIDE SPECIAL HEAVY DUTY AND SKEWED METAL HANGERS AS MAY BE BUILDING CODE; NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION 34. NO ALUMINUM CONDUCTORS FOR BRANCH CIRCUITS PERMITTED. REQUIRED TO TRANSFER ALL LOADS. CODE; NEW YORK STATE ELECTRICAL AND PLUMBING CODE AND/OR LOCAL p w CODES WITH JURISDICTION AND VARIANCES. 35. CONTRACTOR TO PROVIDE AND INSTALL ALL OUTLETS, WIRING SERVICE, 9. ALL EXTERIOR SHEATHING SHALL BE EXTERIOR GRADE, CDX PLYWOOD, 1/2" MINIMUM o THICKNESS. ALL SHEATHING SHALL BE NAILED 6D NAILS, 4" CENTERS AT EDGES AND 6" 8. IN THE EVENT THAT NOTED CONDITIONS ARE DIFFERENT THAN FIELD 36. ALL PAINTS AND PAINTING MATERIALS REQUIRED BY THE COMPLETION OF CENTERS IN THE FIELD. CONDITIONS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT THIS WORK SHALL BE OF THE BEST QUALITY AS RECOMMENDED BY THE w M IATELY. MANUFACTURER FOR THE SERVICE REQUIRED. 10. CONTRACTOR SHALL SUPPLY ALL TEMPORARY BRACING OF THE a STRUCTURE, AS REQUIRED, UNTIL ALL EXTERIOR SHEATHING HAS BEEN INSTALLED. o FX 9. ANYTHING NOT SHOWN ON THESE DRAWINGS BUT MENTIONED IN THESE 37. PAINTER, AT COMPLETION, SHALL CLEAN DOWN ALL WOODWORK, FLOORS, `` z z SPECIFICATIONS OR VICE VERSA, SHALL BE FURNISHED AND PERFORMED AS SASH, ETC. OF ANY PAINT AND DO ALL NECESSARY RETOUCHING OF 0 Z Z THOUGH SPECIFICALLY MENTIONED IN BOTH. PAINTING WORK IN BUILDING, LEAVING HIS WORK IN PERFECT CONDITION. 13. CONCRETE FOR FOOTINGS AND SLABS SHALL HAVE A MINIMUM ,, 0 COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAYS. V) w 10. THE CONTRACTOR SHALL REPLACE WITHIN ONE (1 ) YEAR, WITHOUT 38. ALL EXTERIOR WORK TO BE DONE IN DRY WEATHER. LU Ln Of ADDITIONAL CHARGE, ANY WORK WHICH DEVELOPS DEFECTS DUE TO POOR 14. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE WOOD FRAME CONSTRUCTION WORKMANSHIP OR INFERIOR MATERIALS. M rn 39. ALL TRIM, WOODWORK, DOORS, ETC. SHALL BE CLEANED AND MADE READY MANUAL FOR ONE AND TWO FAMILY DWELLINGS, 2001 OR LATEST EDITION. 0 0 FOR FINISHIING AND SHALL RECEIVE ONE (1) PRIMING COAT AND TWO (2) w 11 . THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT FINISH COATS. COLOR AS SELECTED BY OWNER. 15. ALL WOOD EXPOSED TO WEATHER SHALL BE 'ACQ' TREATED IN 0 � o REQUIRED FOR THE PERFORMANCE OF HIS WORK. ACCORDANCE WITH AWPA STANDARDS. 0 0 AN 40. CONTRACTOR SHALL FURNISH LABOR AND MATERIALS REQUIRED TO C; THE CONTRACTOR SHALL BE LIABLE FOR ANY ALL VIOLATIONS OF THE LAW INSTALL A COMPLETE HOT WATER HEATING SYSTEM CONSISTING OF 16. ALL WOOD CONNECTORS SHALL BE BY SIMPSON, OR APPROVED EQUAL. AND ANY DAMAGE TO ADJOINING PROPERTY, ETC. CAUSED BY HIM OR HIS EMPLOYEES. NATURAL GAS-FIRED HEATING BOILER, RADIATORS (OR EQUAL), Z CIRCULATOR, PIPE FITTINGS, VALVES AND CONTROLS. C7 41 . ALL EQUIPMENT AND MATERIAL FURNISHED SHALL BE INSTALLED IN ELECTRIC NOTES: PEDg ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 13. THE CONTRACTOR SHALL CLEAR THE SITE ALL OBSTRUCTIONS, BURIED OR �°J�QNENFE4 OTHERWISE, INCLUDING TREES AND UNDERGROWTH AS AGREED UPON WITH NS. 1 . A minimum of one wall-switch-controlled lighting outlet is required inevery OWNER. habitable room, hallway, stairway, attached garage, and outdoor entrance. 42. ALL HOT WATER HEATING SUPPLY AND RETURN PIPES IN UNHEATED SPACES Exception: In habitable rooms other than kitchens and bathrooms one or more 14. ALL PLANTING WHICH IS AGREED SHALL BE LEFT STANDING AND TO BE INSULATED. receptacles controlled by a wall switch are permitted in lieu of lighting outlets. id 016360• c� UNDISTURBED AND SHALL BE PROTECTED FROM DAMAGE BY 43. HEAT LOSS CALCULATIONS AS PER NEW YORK STATE ENERGY AI4D ofNe's CONSTRUCTION DURING ALL STAGES OF WORK. CONSERVATIION CONSTRUCTION CODE AND/OR A.S.H.R.A.E. STANDARD 2. In every kitchen, family room, dining room, den, breakfast room, living room, METHODS. parlor, sunroom, bedroom, recreation room, and similar rooms, receptacle outlets 15. THE CONTRACTOR SHALL EXCAVATE THE GROUND TO THE DEPTH REQUIRED must be installed so that no point along the floor line is farther than 12 ft, PROJECT TITLE: BY THE FOUNDATIONS AND FOOTINGS AS SHOWN ON THE DRAWINGS AND measured horizontally, from an ouffet, including any wall space 2 ft or more SHALL BE LAID OUT FROM THE SURVEYORS STAKES AND SHALL BE LIABLE GENERAL NOTES: wide and the wall space occupied by sliding panels in exterior walls. FOR THE CORRECTNESS OF THE LAYOUT. 1 . GENERAL CONTRACTOR TO COORDINATE WORK BETWEEN ALL TRADES. 3. A minimum of two #12 wire 20-A small appliance circuits are required to 16. ALL TOPSOIL SHALL BE REMOVED AND STORED ON THE SITE FOR USE AT serve only small appliance outlets, including refrigeration equipment, in the PROPOSED 1 -STORY FINAL GRADING. 2. DOUBLE STRUCTURES AROUND ALL FLOOR, CEILING AND ROOF OPENINGS. kitchen, pantry, dining room, breakfast room, and family room. Both circuits FAMILY ROOM AND DECK must extend to the kitchen; the other rooms may be served by one or both of 17. THE CONTRACTOR SHALL CLEAN OUT ANY OF HIS RUBBISH OR OTHER 3. PROVIDE ACCESS TO ALL ENCLOSED CRAWL SPACES AND ATTICS. them. No other outlets may be connected to these circuits, except a receptacle ADDITION TO THE DEBRIS WHEN REQUESTED TO DO SO AND SHALL LEAVE HIS WORK IN installed solely for an electric clock. In kitchen and dining areas, receptacle PERFECT CONDITION AND/OR BROOM CLEAN AT COMPLETION OF EACH 4. VENTILATE ALL CRAWL SPACES AND ATTICS AS PER CODE MEASURED IN outlets must be installed at each and every counter space wider than 12 in. BRITVAN WORKING DAY. HE SHALL ALSO PROVIDE FOR ON SITE STORAGE OF TOTAL FEE VENTILATION AREA. RESIDENCE CONSTRUCTION DEBRIS IN AN APPROVED MANNER. 4. A minimum of one #12 wire 20-A circuit must be provided to supply the 5. FIRESTOIPPING OF CONCEALED SPACES, SUCH AS EAVES, CRAWL SPACE/INHABITABLE laundry receptacle(s), and it may have no other outlets. LONGVIEW LANE NE , 18. BEFORE COMPLETION OF WORK, THE CONTRACTOR SHALL ROUGH GRADE BASEMENT 'SHALL BE 20'-0" HORIZONTALLY8'-0" VERTICALLY. 5540 , N.Y. 11971 NE THE PLOT BY REMOVING ALL BRICKBATS, CHUCK OF CEMENT, PIECES OF 5. At least one receptacle outlet must be installed in the bathroom near the OLD LUMBER AND OTHER DEBRIS ACCUMULATED DURING THE BUILDING AND 6. EXTERIOR CORNICES & EAVES SHALL BE FIRE-STOPPED AT INTERVALS OF basin and must be provided with ground fault circuit interrupter protection. THEN BRING THE PLOT TO FINAL GRADE USING THE STORED TOPSOIL. NOT MORE THAN 20 FEET. 6. Code requires sufficient 15- and 20-A circuits to supply three watts of 19. THE CONTRACTOR SHALL PROTECT HIS WORK FROM THE WEATHER DURING 7. ATTIC SPACE OR BETWEEN COMBUSTIBLE FLOOR OR ROOF CONSTRUCTION power for every square foot of floor space, not including garage and open IT'S PROGRESS BY THE USE OF ROUGH ENCLOSING DOORS, TARPAULINS OR SHALL BE (FIRE-STOPPED SO THAT NO AREA OF SUCH CONCEALED SPACE porch areas. Minimum code suggestion is one circuit per 600 sq ft; one circuit SUFFOLK COUNTY, NEW YORK OTHER ADEQUATE MEANS. IS LARGER THAN 3,000 SQ. FT. per 500 sq If is desirable. TOWN OF SOUTHOLD 20. CONCRETE TO HAVE A MINIMUM FC=3500 PSI/ 28 DAY STRENGTH 8. ATTIC FANS SHALL BE EQUIPPED WITH MEANS OF AUTOMATIC SHUT OFF VALVE S.C.T.M. #: 7. A minimum of one exterior receptacle outlet is required (two are desirable) 21 . ALL FOOTINGS, PIERS, ETC. SHALL REST ON UNDISTURBED SOIL HAVING A and must be provided with ground fault circuit interrupter protection. MINIMUM BEARING CAPACITY OF TWO (2) TONS PSF. DATE: AUGUST 2003 8. A minimum of one receptacle outlet is required in basement and garage, in 22. MAIN SILLS TO BE "WOLMANIZED" HEM-FIR SIZE AND AMOUNT AS addition to the one in the laundry. In attached garages it must be provided INDICATED ON DRAWINGS. with ground fault circuit interrupter ,protection. DRAWN BY: JJC 23. ALL EXTERIOR WOODWORK SHALL BE FIRST QUALITY WHITE PINE, FREE 9. Many building codes require a smoke detector in the hallway outside CHECKED BY: SRF FROM OIL SHAKES AND LARGE BLACK, OR UNSOUND KNOTS. ALL JOINTS TO bedrooms or above the stairway leading to upper floor bedrooms. BE SQUARE. PROJ. NO.: 8242-g 24. ALL EXTERIOR SHEATING TO BE 1/2" "CDX" WITH 'TYVEK' HOUSE WRAP BACKING tO.Disconnect switches are required. 25. THE CARPENTER SHALL DO NECESSARY CUTTING OF BEAMS, JOISTS ETC. Note: Refer to the National Electrical Code (NEC) for further information on DWG. NO.:THAT MAY BE REQUIRED BY OTHER TRADES. residential requirements. T 3 26. COLOR OF ROOF SHINGLES AND SIDING AS SELECTED BY OWNER. GENERAL NOTES DWG. TITLE: N Moisture Protection Fasteners 1 . All wood members should be protected from weather by pressure treatment or 1 . Use hot–dipped galvanized fasteners to avoid corrosion SLOPE TOP OF TO field application d" of preservatives, stains, or paints. and staining. LAG OR ER p p 9• RDOOP BOLTS OF WOOD SPAS 2. All wood in direct contact with soil and concrete must be pressure treated. 2. To reduce board splitting by nailing: blunt nail points; WOOD x " STEPHEN RAY PULLMAN 3. Bottoms of posts on piers should be 6 in. above grade. predrill ( 3/4 of nail diameter); stagger nailing; place nails °iH1NG ° POST NDE 4. Sterilize or cover soil with membrane to keep plant growth away from wood no closer to edge than one–half of board thickness. I —DL°cxlNu members so as to minimize moisture exchange. 3. Avoid end grains nailing and toenailing if possible. COLUMN r, II I JOIST—� ARCHITECT A.I.A. 5. Treat all ends, cuts, holes, etc. with preservative before placement. 4. Use flat washers under heads of lag screws and bolts, A mss' MIN. FLO BOLTED To 6. Decking and flat trim boards, 2 x 6 and wider, should be kerfed on the and under nuts. m BUILDING WALL 570 BROADWAY, AMITYVILLE underside with 3/4 in. deep saw cuts at 1 in, o.c. to prevent cupping. 5. Hot–dipped galvanized casing nails or stainless steel SPAOER SOLID WOOD NEW YORK 11701 BLOOD OR LIDEXTERIOR 7. Avoid horizontal exposure of end grain or provide adequate protection by flashing deck screws are best decking fasteners. THROUGH <s ,/1• _ GRADEPL)IOOD TEL: (631 ) 789-3555 BOLTS or sealing. Avoid or minimize joint situations where moisture may be trapped b 6. Plated ring shank or spiral groove shank nails are a BED` TMP '�= —BUILDING WALL ) � y pp y g p g EMBEDMENT FAX: (631 789-3218 using spacers and/or flashing, caulking, sealant, or plastic roofing cement, suitable for and climates. COLUMN BASE EMAIL: MAIL@SRFAIA.COM STEEL POST ANCHOR STANDARD MANUFACTURED COLUMN SASE Altocbez wootl post to co"c�ete embed"�e"t to ressl bign Ipblr loads B070M L OF POST L1 DECK NOTES ELEVATED ABOVE CONCRETE 50LID GROUT FILL ANGHOR BOLT IN GRADE WITH REINFORCING FULLY GROUTED CELL � Q } FREE DRAINING pp� BACKFILL O O dT 1,, S m ONOTUBE nn rll rIr n ii4{n aFFf'ux ,lr � r li— TYPE SMORTAR � -_-_ CONCREi�E" 9 V4 1 f�77 !�(, ' 1iLN6Cv�tJG ','{� r DAMPPROOFING POURED Foonr+c/ w �� t ` 1 11 PPR P ) lm AND PARGING TREATED POST ARGHITEGTURAL FIBERGLA55 '- ,. {J ,uI r u - {a a �x u W SHINGLES COLOR AND STYLE ry r yry�, r�i rMrn f ��r' 1 2" RIGID INSULATION \ TO MATCH EXISTING - IF 'AGO' WOOD 0 DECK HAND RAIL h 11 F' -- - - - EDGE LLJ PITCH PITCH a LLP a b )}I;G ,�{ xrti�. . I - � ' N (EXIST) (EXIST) - - POST TO ROOF a' IQ � I 4X-4 WOOD a� W � LAU `L' III _ , WOOD RAILING 0 z z I x F r 1 r �EX5ITING � x P I � X LJ LJ ROOF J � X I ; � J; aILO a LO I - U ACO' DFGK � n I JOISTS /'" Wj >, ry , to C ROOF' - .. i Q Vl d Q' C , O CARRIAGE Y \� Kl M I 1 I O O EX5ITING r O = F ROOF x F 1 1 ii WOOD DECKING N 1- � X �x LJ . { „ C \ o BLI'rrIHG- 0 n HUNG FROM o S JOISTS ANC In ch "• RI5ER RISER O -- - - - - - - - - , I I 11 CONCRETE STRINGER BOLTED TO I FLOOR SLAB GARRIAGE WITH SPACERS N F Q - - - GRAVEL BED BETIMEEN .'.r! , ' G 551BLE PRESSURE ' THROUGH BOLTS _ OMPRE I FILLER � L - - - - - - -_ J FULL MORTAR BED TREATED SLEEPER 2",4" 'AGO' 2",8" 'AGO' - -- - ON CONCRETEBOR JOIST LEDGE DECK JOISTS GONCRETE CONCRETE FOOTING MA50NRY UNIT SLAB OR APRON �d tiq IB9•� t� ,-&0 F6 F6 ROOF PLAN SCALE, 118••1-0• F6 TYPICAL FOUNDATION DETAIL SCALES N.T.S. F10 DECK DETAILS SCALEt N.T.S. PROJECT TITLE: F1 20'-42 18'_0" p_y 20'-43" IH,_O° LINE OF FOOTING 1'-O' 1 . .. 1 ., PROPOSED 1 -STORY BELOW b'_O" 8'_O" 5'_7" 5'-0G' S'-02 5'-Iz I EELO SCREWED FAMILY ROOM AND DECK VENT (7YP.) GIs c 25 G 15 R H21 ADDITION TO THE B ITVAN (2)2"XIO" AGO BEAM � -IfV (I) IR'%II I/4'2 E (2)2"x8'FDR -' _ 6iP LAM VL HC(R. iI " I ,I 1 , I : _ " f I I " t [ ` _ RF.SIDFNCF _� I LINE OF DECK ABOVE � o � � � � 19_ �� 1, ,BlI HIGH RAIL (TYP) �� T0RFAI - - 9„ x 2 BDTTICAL'A)L 540 LONGVIEW LANE ITOLLAR1 2 x 2 VERTICALS C A-2 4 MAX CLEAR SPACE: I 41 ® 6" G "� (TYPIGAU, � r- pr � j SOUTHOLD, N.Y. 11971 S NEW FA ILY ROOM ?� NEW 2'XIO"RR 6 II O.G. NEW 2'X10 RK B 16 O ;: I 1 " I. CRAWL SPACE I J 1` g� 'NkW'1$SEK - I. "'L - SLOPE FLAT SLOPE - CJ T x 4'POUREP CONCRETE 5LA6 2)2"XIO" ACQ BEAM y – – – – �` rr r r / SUFFOLK COUNTY, NEW YORK 1. VAPOR BARRIER 4 6"GRAVEL BED O ry - 4'X4' AGG POS TOP 12"IIOUPR D TOWN OF SOUTHOLD ON IQAO WW'M KITH I BASE ANCHOR .5'.C.T.M. y 8" GMU FOUNDATION CONCRETE 50NOTUBE TO 36° u�. -�' __ =" #: v - - - ON Ib x12" CONCRETE WLC. I _ _ _ ,I I� ' I I L FOOTING h APL_ MIN. BELOW GRADE (TYPICAL) \ �_ - - - - ml - - - r . - -_ \ li - - - __ - I-1 � I II x I TIE NEW FOUNDATION WALL � - INroExlsnNGWITH .4 N DATE: AUGUST 2003 -- KEBABS ®12 O.G. MAX. (TYPJ ?l rT - - - Usln nva s.'6PLAnwLHOR. DRAWN BY: JJC L_ — — — — — — — — — — I MASTER BEDROOM - I - - - - - L o,•o L - - 1 " ' � ao EXISTING FOUNDATION 36"x24" ACCESS PANEL 2 x 10 'ACO' LEDGER � � " a AND FOOTING TO CRAWL SPACE II WV I/z" GALV. BOLTS ® I � CHECKED BY: SRF 24" O.G. STAGGERED I, ATN M (TYPICAL) KITCHEN (/,/ PROJ. NO.: 9242-B �E%ISTIN6 BA�.EMENT \ - , r- - -T - \� l% DWG. NO.: LINEN FAMILY ROOM AS A . l PROPOSED FLOOR PLANS Al PARTIAL FOUNDATION PLAN SCALES 1/4••11-0• A7 PROPOSED FIRST FLOOR PLAN SCALES 1/4••11-0• DWG. TITLE: 12 15 14 15 16 N r STEPHEN RAY FELLMAN ARCHITECT , A.I.A. �1 570 BROADWAY, AMITYVILLE NEW YORK 11701 TEL: 631 789-3555 FAX: 631 789-3218 EMAIL: MAIL®SRFAIA.COM L m m LL < CONTJNUOU5-RIDGE"VENT /� W O I"xg" worm E -_ -4— "I IM V IN `]L-C _ -WITH-31rr'FRIMVINI`L–G - ---------' ----- _--�—GRIGI:ET E%ISTIN65TRUCTIAZE - — – - – – – – – – – - �-" - –_ ----ALUMINUM GUTTER \\ TOP PLATES l – - – – – – – – – – – - – AND DOWNSPOUT ELEV. V-O" A.F.F. DATUM lal - - - --- - _ _. - - - __ - - __ — �- N O 0 PE – o z O CV1115 !, C 5 CWIs W - N -- _ --- _ - - - ----- - - -- A w of CORNER TRIM -- HORIZONTAL VINYL SIDING M M COLOR AND STYLE O O FIN FIRST FLOOR AS 5ELEGTED BY OWNER_ -_- - ELEV. + O'-O" DATUM 00 OI F O 0 1 5T" HIGH RAIL (TYPJ - z APPROXIMATE GRADE O NOTE; 2"x b" TOP RAIL O r CON5TRUCT DECK AND RAILING 2"x 4" BOTTOM RAIL nl TO CONFORM TO ALL STATE 2X2 VERTICALS W/ FOUNDATION AND AND LOCAL CODES' (4TYMPIA ' CLEAR SPACE FOOTING BELOW Z I I I q DA N FES 4 TOP OF BASEMENT SLAB # LI ELEV. - 9'-10" DATUM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ._L. - - J o.! I1 Ol F1 PROPOSED REAR ELEVATION SCALE, 1/4•■Y-O• PROJECT TITLE: —_— PROPOSED 1 —STORY FAMILY ROOM AND DECK ADDITION TO THE IF II GONl RI06d VENT ARCHITECTURAL RBER6LA5S , h (TYPICAL) BRIT VAN _ SHINGLES COLOR ANE12X TYLE. (I) 3 I/2" 14" 6-L LAM TO MATCH EXLL5TIN6 LLVL-MIDGE I__Ji - RESIDENCE 2 I � I --- ARCHITECTURAL FIBERGLASS - - MATCH _ -- --_ AO M N W 5�ft EXISTING D STYLE I/2"GDX' PLYYVOOD , , I'ly •r L 11, 1 1 ISN FELT -\ 4 L - ��` 540 LONGVIEW LANE VINYL SOFFIT WITH 1 (/} 2 DONT. VENT (TYP.) TIES ®IbBB"o.c. + ,u ` .SOUTHOLD, N.Y. 11971 EXISTING 5TRUCTURE� -- - __ -,-_ "' --__-- __ ___ W g WOO TH 2x2 TRIMMER BOARD - -- - WITH 2x2- i FASCIA BOARD .-,._.... I .. I INS AIO6"o.c. RAFTERS GE1AR 7xIO" '�LING�/// 1, I� r VINYL CLADL, I"x& WOOD FASCIA BOARD , I/2" GYPSUM - - - CORNER TRIM III ! �! ii '-1 INY�! L .D - -' OR HORIZONTAL VINYL SIDING '-I C -N— b HILL.U2" 6Y FILM MILY COLOR AND STYLE I ' - W AIR F L AS SELECTED BY OWNER IIS J x ROOM WALL BOARD I+ " - ail - SUFFOLK COUNTY, NEW YORK I � � _ _ _ ! p m 3 M4 P YWIOOD 16'O.c. (TYPICAL) -. — a 12 R-15 BATT TOWN OF SOUTHOLD 2"x4" STUD HALL 1 " 1 = d r46 5Ui JOISTS®IOOo cR. 3j2g" 'G XI INSULATION OVER PLYWOOD 5HEATIN6 S.C.T.M. #: _ 3'1 HIGH RAIL (TYPJ -- --- - x-2"VERTYGAL57#/ - VINYL SI°ING OVER 2 x b' TDP RAIL �� III 2"x 4' BOTTOM RAIL _._ - 'TyVEK' HOUSE WRAP 4 MAx. CLEAR SPACE J DATE: AUGUST 2003 (TYPICAL) - Il�uyiry INSULATION TYPJ _♦zr" APPROX. GRADE APPROXIMATE GRADE cj f- DRAWN BY: JJC ice--FOUNDATION AND ire ry _ - g" GMU FOUNPATION - - FOOTING DELOW 5'<',Y;r`, _ ON I6"xl2" CONCRETE 4"PO(OARED CONCRETE SCREED r NATE: VAPOR BARRIERON 4b'6RAVELWITH BED FoorING (TYP) CHECKED BY: SRF CONSTRUCT DECK AND RAILING TO CONFORM TO ALL STALE I I I I AND LOCAL COVES. PROD. NO.: 9242—B I I I DWG. NO.: I I I I - - - - - - -I- - - - - - - - - - - - - - - - - J Al PROPOSED ELEVATIONS A Al PROPOSED SIDE ELEVATION SCALE. 1/491A7 PROPOSED SECTION SCALE 1/4••11-0• DWG. TITLE: 12 15 1 14 15 16 NOTE: RIDGE STRAP NOT REQ'D WHEN I `l ROOF RAFTEF.S ® TYP, WA LL FRAME-REFER "X4" E 2 COLLAR TIE IS LOCATED WITHIN 16" D.G. III TO THE UPPER 13 OF THE ATTIC SPACE E RAFTER STRAPS- SIMPSON „,,,, SIDING A5 PER OWNER OVER PLANS FOR SIZE TO SECTION DETAILS AND ATTACHED TO THE R.R. AS PER 0520 COIL STRAP (24” MIND !..--� 1/2" RIGID INSULATION 13 WFGA 2001 SECTION 3.2.5.1 EVERY RAFTER-REFER TO BOARD (R-3) PRE-A55EM5L.ED 2X4 / =' ANEW WINDOW5 TYP. W/ MIN. GHEDULE h=' CONTINUOUS RIDGE STRAPPING 5 'TYVEK' HOUSE WRAP OVER FLYING GABLE TYP. / DESIGN PRESSURE OF 30- VENT TYP. 1/2" EXT. GRADE PLYWOOD ROOF SHINGLES AS PER - _ TYP. ROOF 1 1/4'1 OR AS PER CODE-REFER TO STEPHEN RAY FELLMAN $E�OND -- RIDGE (REFER OWNER OVER 15 q FELT FLOOR �'.I 2"X4" WOOD STUDS ® 16" O.G. ASSEMBLY /� P. PLANS FOR TYPE AND 51ZE ARCHITECT , A.I.A. TO PLANS) PAPER OVER 1/2" COX !- \', SEE DETAILS ON - PLYWOOD SHEATHING 5/4" TBG PLYWOOD SUBFLOOR '--_ THI5 PAGE �'1 _ _ _ !' 570 BROADWAY, AMITYVILLE 2"X4" BASE PLATE ROOF RAFTERS ON I SHEET TLE01 IN .2 ACCORDANCE - - `� COIL STRAP EVERY STUD-R Q — �PPREH U FASCIA d NEW YORK 11701 (REFER TO PLANS) WITH SPECIFICATIONS i II WALL STRAPS- SIMP50N 0520 EFER 2TEL: 631 789-3555 TO STRAPPING SCHEDULE ��' X, DONT. VENTED SOFFIT JJ / ' 2 1/2 ' NO. 6 WD SGREWS FAX: 6313 789 3218 ? TYP. AT I6 O.C. MAX. 3 EMAIL: MAIL®SR I I � FAIA.COM v0'A /2" 1/2" ,y -_ - - - - 1 ', USE 'J' CHANNEL ® FROM END TYP. WALL FOR VINYL - r RIM JOIST TYP. b SOFFIT VENT (TYP.) ATTIC SPACE W ' a DET (2) 2X4 ' CONTINUOUS DOLLAR TIES ® I6" GUT BACK PLYWOOD SHEATHING 72 " TOP PLATES ! r '� O.G. TYP. I/2 MIN TO ALLOW FOR AIR FLOW JOISTS TYP. ib' O.G. 114/ 1/2" PRECUT STRUCTURAL FIRST BATT INSULATION TYP.- TYP. WALL FRAME i NOTE: ROOF VENT SHALL BE "RIDGE FILTER SHINGLE VENT" AS I I PLYWOOD WINDOW PANEL FLOOR (REFER TO SEE PLANS) - -REFER TO DETAILS / � TYP. FOR ALL WINDOWS MANUFACTURED BY 'AIR VENT INC' (A GERTAINTEED GO) - OR I I / ! ` ` ' I APPROVED EQUAL. INSTALL IN ACCORDANCE WITH MANUFACTURES R-15 "OWENS CORNING" ON THIS PAGE' I ! / / SPECIFICATIONS. COLOR TO MATCH NEW ROOF SHINGLES. INSULATION OR EQUAL AND C7LASS DOORS. ' } m RIDGE VENT DETAIL INTERMEDIATE FLOOR DETAIL TYP. FLYING GABLE DETAIL __ ( AS PER SECTIONuJ 3 SCALE 3/4" R^3O1p2B.1�.^G�yOI--pT A�L ROOF SHINGLES AS PER SIpING AS PER OWNER OVER I % : _ NYS ISL-.JI VI-N 1 IrtL OWNER OVER IS � FELT ' 1 SOLID W000 ENTRY I/2" RIGID INSULATION DOOR ,15 PER OWNER ' PAPER OVER /2" GDX '- BOARD (EGRESS DOOR SECTION 1X3 MIN. PRE-PRIMED TV L` PLY SHEATHING NAILED ' RSII OF NYS RES. CME) TRIM AROUND EXTERIOR Q IN ECS. ON ANGE WITH 'TYVEK' HOUSE WRAP OVER _ �� DET SPECS. ON SHEET T.2 FIRST 1/2" EXT. GRADE PLYWOOD OF WINDOW TYP. yy ROOF RAFTERS 0 I6" o.c, FLOOR ` ^ _ IX4" AGO DECKING OVER f- 2X4 WALL FRAME a I6" O.G. -REFER TO FLOOR PLANS 2X8 AGQ FRAME TYP. m In FOR SIZE W! R-IS BATT INSULATION TYP. In w �R '- 1 I/2" MAX. THRESHOLD d N \. R-Iq BATT INSULATION TYP. 3/4" TBG PLYWOOD SUBFLOOR (W'S RESIDENTIAL CODE w 'I --� PROVIDE ICE SHIELD TO 24" F.J. 0 16' O.G. (REFER TO 9EOTIONR312.12) TYP. WINDOW PROTECTION DETAIL o z z — INS1DE EXTERIOR WALL IN PLANS FOR SIZE) H1 R-30 3 0 - AGGORDANGG- WITH 805.2,"1.1 BATT INSULATION WD THRE5N01.0 BY OWNER SCALE N.T.S. g (NY5 GODS) 51MP50N 0520 COIL STRAPS ATTIC r EVERY STUD TYP. (REFER TO 2X8 AGO LEDGER-USE 5/8"X 0 d K - -- STRAPPING SCHEDULE) 5112" GALV. LAGOLT'S B ? 5IMP50N H-7 HURRICANE _ I I ,i i ,✓ Y v AT 76" O.G. TYP:STAGGER i ' ) ` TIES ® EACH RAFTER TYP. N `I 1 �� '�' X PLACEMENT _ -REFER TO STRAPPING - (2) 2"Xb" AGQ SILL PLATE5 _ - SCHEDULE -- _ OVER TERMITE SHIELD OVER F 2x12 RIM J015T TYP. O O w 24" Z _ L L/3 OD m I- -- m � 1/8"/FT. (MIN.) PITCH TO DOWN DET F TMP. AFPRQ%.GRADE - - - - - - - - -- - �Q O 04\ Q (2) 2"X4" TOP PLATE } SPE LOCATE CONTRACTOR TO FISq� Tr1�--A !C.kEdyR. " _ - __ _ M _ m q - _ SPOUTS PLATE W/ RAFTER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ OVER TYP. . ' PLANS a ! 51 � IIALieT Ib" �i l ! 1 o 9 O RUN PLY TO TOP OF II T IIII�� 1. 1 1/ I m u ��7'r+r�(r�il�.J-��e" o.c. � Vim- - o 1� IXS PRE-PRIMED FASCIA BA E ENT = z �; i Em , GLUE 5/4" TfG PLY TO 2X12 F.J. D/b MAX. i- BOARD-WRAP W/ ALUM. WATERPROOF MEME3RANE W/ FIN. AS PER OWNER NOTCHES NOT 1 ! D(3 MAx. U5E 'f' CHANNEL 0 WALL ! TYP. THROUGHOUT RAFTER/CEILING JOIST FOR SOFFIT VENT (TYP) I 1 -'TYP. ® FDO. PERIMETER PERMITTED D/b MAx. A9 1 APPROX.GRADE R-50 BATT INSULATION RED CONT. VINYL SOFFIT VENT #5 VERTICAL REBAIR II ._.-I _ USE CONT. TERMITE SHI;3LD -�u-- FLOOR JOIST-CENTER CUTS .� �QNENFF(Oy� . R-IS "OWENS CORNING" - INSULATION OR A5 PER _ ® 4H" O.G. TYP.-WRAP ALUM. OVER - - I_: - W/ SILL SEALER AND 2X6 C TABLE 5022.4 OF )E VINYL SOFFIT TYP. 4 - NEOPRENE EXPANSION - , III- 1 � ! i I " AGO TREATED SILL PLATE D/4 MAX.MAx. —_ KEY " CONTINUOP. INSTALL CONT. ALUM. o(ACTUAL DEPTH) INTERIOR S2DI R G DS NSU ATION (2) 5 A*Y' T REBA AT ALL FOUNDATION W GLLS / _ N�'e40 EN GY CODE - __ _ WITH 2X6 FIR PLATE TYP 013 MAX. I 2"X4" V400D STUDS -,I 50ARD (R-5) FLASI BEHIND LEDGER TYR K 2 GYPSUM WALLBOARD 1, ,`:1 1//2" FXT. RADE VEK' HOUSE PLPWDOED W/ feb-bXb WSW.MBON b" CRUSHED STON & MIL VAPOR ONE a SBIMPSON85DIAMETER FIb� _� D/� © 2"MIN.FROM TOP FIFE OR OONOUIT \ G W NE AND AND BOTTOM OF JOIST COMPACT FILL (TYP) DEPTH (MIN) 0 4b" O.C. FLOOR JOIST-END CUTS CUTTING. NOTCHING, AND PROJECT TITLE: (MAX') DRILLING DETAILS O SOFFIT DETAIL O FLOOR TO FOUNDATION DETAIL O THRESHOLD DETAIL ® EGRESS DOOR SCALE 3/4" = V-0" SCALE 3/4" = V-0" SCALE 3/4" = V-0- NYS RES. CODE SECTION 602.6 BEAM OR PROPOSED 1 -STORY GIRDER \ FAMILY ROOM AND DECK ADDITION TO THE I MI TAL H STHDI4RJ BRITVAN RESIDENCE_\ METAL HOLD- I DOWN STRAP _ l 38-Ibd SINKER i NAILS AS PER WOOD USE EVERY OTHER NAIL HOLE 540 LONGVIEW LANE SIMPSON �(3)2"X4" WD STUD ���STUDS ® 16" O.G. LiH IN A ROW TO PROVIDE THE I "TOP FLANGE 1 FADE-MOUNT ® CORNER TYP. NOTCHED ROOF GODS-REQUIRED MINIMUM SOUTHOLD, N.Y. 11971 NAILED 2"X4" SILL _ _ b,END CENTER-TO-CENTER SPACING R�.IFTE02R PORTION 2"X4" SILL Z —PLATE /RAFTERS-TRUSSES LENGTH FOR NAILS. �� JOIST HANGERS PLATE - i s/nTea � (REFER TO PLANS) \JI ALL -101ST OR RAFTERS INTERSEF,�[pyYy_, N.T.S. SUB WLOOR r(>) X4 TGP - W/ A BEAM OR GIRDER SHALL USE AN �' -i- APPROVED SIMPSON JOIST HANGER TYP. - 'll-P. s DBL. PLATE AS ""�F� i%'� RIM JOIST c AA� SUFFOLKCOUNTY. OFN OUTHOLD YORK NOTCHED ROOF RAFTERS �F ' \� SP GS20 COILED STRAPS PER FON. DETAIL /=` OR LSTA30 BY SIMPSON ,�[ (REFER TO PLANS) „y:,xux �4 REBAR IN `�\• / "/ / TYP. EVERY STUD S.C.T.M. SHEAR GONE-MIN. - ' - " WALL STRAPS-SIMPSON 'I� j 12" LENGTH 5 GS20 COIL STRAP EVERY STUD-REFER TO / - � . 57RAPPING 5GHEDULE e,EIV DATE: AUGUST 2003 LENGTH 7" PROVI 30" MIN. ( FOUNDATION DE MINIMUM REBAR -(I WALL TYP. 13� "i 1 H END DISTANCE. DRAWN BY: J,JC LENGTH / (2) 2"X4" TOP 1/2" MIN. (2) 2 Xb ACO SIMPSON H7 SEISMIC EQUAL NUMBER OF CHECKED BY: SRF PLATES FROM CORNER BASE PLATES AND HURRICANE TIE OR SPECIFIED NAILS CONCRETE OR CMU \ EQ. G520 COIL STRAP. IN EACH END. PROD. NO.: 9142-B� FOUNDATION WALL �. 51MPSON H2.5 n METAL HOLD-DOWN/ UPLIFT ANCHOR n SILL PLATE ANCHORS SEISMIC TIE FLOOR TIE ANCHOR DWG, NO.: HURRICANE CLIP /� U ANCHORS SILL PLATE AND STUD ANCHORS SILL PLATE AND STUD ( I I I L PROVIDES FLOOR-TO-FLOOR TENSION ' FOR ROOF RAFTER OVER 24'-O" -PROVIDES CONNECTION: REFER TO SIMPSON TO CONCRETE SLAB TO CONCRETE OR CMU FOUNDATION TENSION FOR WOOD-TO-WOOD CONNECTIONS D ml HURRICANE CLIPS WALL. FOR WOOD TRUSSES AND JOISTS FOR NAILING REOUIREMENT5 1 O FOR RAFTER SPANS UNDER 24'-O" -TIES TOP PLATES TO ROOF RAFTERS FOR TYPICAL DETAILS TFN51ON CORD CONNECTION. DWG. TITLE: OVED AS NOTED 2--- A -------- ' E' 6 B.P.q % v I --- v DAT . EXISTING FOUNDATION FE FF N 9Y - NOTI YBUILDING ,EPaRTMENT AT '. _____________________________________________ 765.1802 SAM TO 4P FOR THE = Pe of - -- .. o-" v -. • ., oa - _________ _____________,________________________________ -______-__ FOLLOWING INSPECTIONS: - A -- __ _ - _ a ` - -__ _-____ -__ - . -__ -_ r______ , a ______ ., . 1. FOUNDATION - TWO REQUIRED -------- -------------------r---- ------ -- ----------------------- FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 2x10 LEDGER 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR CO. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW o STATE.YORK SI DESIGN ORGON CONSTRUCTION ERRORS, I � .9 - 9 v ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. I TMP. 4x4 FOST FLOOD ZONE ti coNa FOOTING _- �_� --------------------� ______'—�______ FLOOD DAMAGE RE E PREVENTION wi 12'x12WITH FLOOD DAMAGE PREVENTION ----------------------- --- = ELEVATION 3' HIGH RAILING HOUSE ICC DELKINGK Y.IO PT DJ a16"OG - ae !U al0 PT GIRDER eo�1m ro uous�wi _ II III-III-III-III-II ,III-III ,III=III=,III-III-III-III-III-III-III-III-III -III-III-III-III-III °' � II 11=III-III=III =III-III=III=III=III-III-III=III=III=III=III=III=III= .", -III=III—III=III— 4x4 PT POST 1—III=III—III=III- III=III=III- III=III=III=III=III=III ", � =III--SII—III=III- � � III—III—III—III=III—III-fI-III-III-III-III-III=III- " =11111111111111111111 IIII IIIIIIIIIIII IIIIIIIIIIII IIIIIIIIIIII IIIIIIIIIIII IIIIIIIIIIII IIIIIIIIIIII IIIIIIIIIIII IIIIIIIIIIII 111111 a: _ _ - =III=III=III=III=III=III=III=III JII= 12"xIY" CONCRETE FOOTING _ 111=III=_III=III=III—III=III=III= P DEC III III-III -II II IL - III=III=III=III=III=III=III=III=III L„ I -III-I =IIID -III-1 �°-III���III-III-III-III-III-III-III-III=III=III= , SCALE 1/4" = 1'0" JAPPROVED DRAWN BY MCH SECTION A-A DATE June 01, 2009 1 REVISED BRITVAN RESIDENCE PAGE 540 LONGVIEW LANE 2 of SOUTHOLD, NY DECK CONSTRUCTION DETAILS 4 WIND LOAD PATH CONNECTION DETAILS WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION R;W& R NOTES 4x4 POST TO FOOTING ANCHOR E44 PAU44: USE w/ MIN. 1/2" DIA. x "I" ANCHOR BOLT STAIR TREAD - 6x6 POST TO FOOTING ANCHOR E66 PAU66: USE w/ MIN. 1/2" DIA, x Y' ANCHOR BOLT GIRDER/HEADER 4x4 POST TO GIRDER/HEADER E44 / KC44 USE ONE TYPE FOR EACH POST POST O RIM BOARD 6x6 POST TO GIRDER/HEADER E66 / KC66 USE ONE TTFE FOR EACH POST STAIR STRINGER CONNECTION AI USE ON EACH STRINGER POST/COLUMN STRINGER JOIST TO GIRD TYDOWN USE FOR ACH JOIST USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. RIM/DECK JOIST FOLLOW MANUFACTURES RECOFIENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, GIRDER/HEADER TO POST/COLUMN CONNECTION STRINGER TO DECK/PORCH CONNECTION NAILING SCHEDULE JOINT DESCRIPTION NAIL NAIL NOTES Ow SPACING __JOIST COMMON PER TOE POST TO DECK/PORCH CONNECTION SILL,TOP PLATE 4.6d TE OR GIRDER JOIST NAIL BRIDGING EACH TOE TO JOIST 2-Ad COMMON END NAIL BLOCKING 2-fid COMMON EACH TOE TOJOIST END NAIL BLOCKING TO 3-16tl COMMON EACH TOE SILL OR TOP PLATE BLOCK NAIL GIRDER/HEADER LEDGER STRIP 3-16dCOMMON EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER 3-ed COMMON PER TOE TO BEAM JOIST NAIL GIRDER/HEADER BANG JOIST 3-16MCOMMON PER END POST/COLUMN To JO JOIST BANDJOIST TO: JOIST PER NAIL SILL OR TOP PLATE 2-16dCOMMON FOOT TOENAIL POST/COLUMN O DECK AND COVERED PORCH NOTES: GIRDER/HEADER Unless o he wise notetl,all orming mate alto be iH ACO pre sure heated lumber All fasteners,hangers and anchors to be galwnized or stainless steel 2) Did 'a for deck joists to be bolted or anchored toeach post er pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2'dia x 7'long anchor bolt with washers and nuts. GIRDER/HEADER TO POST/COLUMN CONNECTION JOIST TO GIRDER/HEADER CONNECTION 3) handsupporting girders shall be anchoredbal2"x12"x12" hi k concrete footing GIRDER/HEADER TO POST/COLUMN CONNECTION Use a minimum 1/2"diax 7"long anchor boltwith washers and nuts Footings Shall be 411.below grade 4) Dark lolsls to have blocking at 8'0 sic 5).A minimum of 10 Inch flashing shall be Installed between the building and ledger Ledger m be fastened to building wllh 1/2"dia bolls with washers and nuts at 16"oc. 6) Concrete piers shall be a minimum 6"above grade. 7) All lasts to be supported with hangers and anchors Each Joist shall also be anchored GIRDER to glydar(s) o POST o CLIMATIC & GEOGRAPHIC DESIGN CRITERIA WOOD JOIST GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAVMENT a LOAD (MPH) CATEGORY DEPTH TEMP. REpUIREO HAZARDS CONCRETE PIER GIRDER/HEADER 45LBS. 120 B SEVERE 3FT. MODERATE SLIGHTTO 11 NONE 12 XI2 XI2" CONCRETE FOOTING TOHEAW TE WOOD JOIST O 0 yaRk POST TO FOOTING CONNECTION JOIST FRAMING FLUSH WITH GIRDER/HEADER GIRDER TO CONCRETE PIER CONNECTION q0 DECK SCALE 1/4" = 1'0" APPROVED DRAWN BY MGH DATE June 01, 2003 REVISED BRITVAN RESIDENCE PAGE 540 LONGVIEW LANE of SOUTHOLD, NY