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HomeMy WebLinkAbout29364-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30382 Date: 08/27/04 THIS CERTIFIES that the building ADDITION Location of Property: 1220 WESTWOOD LA GREENPOP.T (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 33 Block 2 Lot 19 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 14, 2003 pursuant to which Building Permit No. 29364-Z dated MAY 8, 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 SUNROOM ADDITION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to EMANUEL P & FOTINI FIGETAKIS (OWNER) of the aforesaid building_ SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 1158880 10/07/03 PLUMBERS CERTIFICATION DATED N/A -�4 29� — /1011`o ed Srignature Rev. 1/81 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. 29364 Z Date MAY 8, 2003 mom, kJ4— .• Permission is hereby granted to : " '- EMANUEL P & WF FIGETAKIS 3807 34TH AVENUE ASTORIA,NY 11101 for CONSTRUCTION OF A SUNROOM ADDITION AS APPLIED FOR at premises located at 1220 WESTWOOD LA GREENPORT County Tax Map No. 473889 Section 033 Block 0002 Lot No. 019 pursuant to application dated APRIL 14 , 2003 and approved by the Building Inspector to expire on NOVEMBER 15 , 2004 . Fee $ 150 . 00 i � r C Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 -O-QO'�(' 603 TOWN OF SOUTHOLD � BUILDING DEPARTMENT r U!R _1. �: LUJ TOWN HALL 765-1802 _.EP LCJ- " `F 3C T J` i APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%dead. 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 COpre-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. IC. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. Aa awyT New Construction: Old or Pre-existing Building: X (check one) Location of Property: /220 Lr.WSSTi� 060 647 /A95, House No. Street Hamlet Owner or Owners of Property: /--%6-c 7 4 '� Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: n Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ /J ' Applicant Signa e ® � rannrarrnl_rr?nrr�r �rr�Pr�r�e far�farJ�� nrP[ncPrJM Sr farJ7rJEr2Cr�121 :1 4rJril7nr�nnr�rdr�n a sus BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS .- BUREAU. NDER _RITE S .BUREAU OF ELECTRICITY - 40: FULTON STREET — NEW YORK, NY 10038 REd CERTIFIES THAT 5 Upon the application of upon premises owned by 5 HUBBARD ELECTRIC EMMANUELFIOETAKIS , 118 HUBBAKD AVENUE 1220 WESTWOOD LANE v.-. RIVERHEAD, NY 11901, GREENPORT, NY 11944 5 Located at 1220 WESTWOOD LANE GREENPORT, NY 11944 ApplicaUun Number: 1158880 Certificate Number: 1158880 Section: Block: Lot: Building Permit:29364-Z BDC: NS37 v Described as a Residential occupancy,wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 First.FIoor, Outside, Ie was inspected in accordance with the National Electrical Code and the detail of.the installation, as set forth below,was found to be in compliance therewith on the 7th Day of October,2003. Name QTY Rate Raung Circuit Trve --5 Wiring and Devices . - ReceptacIe 7 0 General Purpose -, . Switch 3 0 General Purpose Fi;tture 10 0 Incandescent Dimmers 2 0 Paddle Fan 2 0 Receptacle - - - t 0 GF'C'TrrM • - ..__ .- - - CU' :. r' 7 5 - 5 - - seal - 1 of 1 — " N This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated: :- r�JrJ�[!7[!a[PorJ�rP[J�[l�r�[I�rJ7[P[17[PtP[1�[S3c f,[J7[rarJ�[PrJ�r�r�[�rJ�[P[J�[P[J�[J7[J@J�[J�r�[foC1�rScJo n[J�[J7[n[IacJ7cPrSrlSarJ�r�[frJ�[J�[PJrJ�rJ@J�[f7 TOWN OF SOUTHOLD PROP9RTY RECORD CARD OWNER VILLAGE DI SUB. LOT FORMER OWNER ' 0 N E ACR W TYPE OF BUILDING df RES SEAS. FARM COMM. CB. MICS, Mkt, Value LAND IMP. TOTAL DATE REMARKS Y LJ r) 7 2 —2- 0 Q 0 b //��74 - 8p 4,?o C�o 6 FJ. A o a c�3 a 6 e -,E-C 'A I L 7 �733 - 8 0'- (,n 4 < 11 V,-� Po e� 0 S, 0 S 0 0 Ce 1�19 C-o 5c?bc::, /J( AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH d6 House Plot BULKHFAD Tatal DOCK COLOR (`usY TRIM I/V f T15 _ All _ L -$ M. Bldg. 6�-X «a Extension Extension cowcke Te• - �— , Foundation I C'_-,'2 Bath - / Dinette .� a .�. _�•r/ 7 . Porch — rnr / Basements Floors �— K. Parch — Ext. Walls D ^ Interior Finish LR,. Breezeway -- -- (Fire Place _ Heat CTi� aa�• DR. Garage 'iType Roof y Rooms 1st Floor Patio Q© t� �,y: �� a, iRecreaiion Room —_f_ Rooms 21nd Floor FIN. B O, B. Dormer Driveway— �— ; f.7 (/, Total I �d - ---- BUILDING PERMIT EXANHNER CHECK LIST DATE RENIENYED: iO3 APPLICANT: 'FE&izn�V-4i DATE SUBMITTED• d 41 DISTRICT: SCTAI# s- I— DISTRICT: I�Q, SECTION: _ , BLOCK:_�, LOT: 1�f T SUBDWISION: _FA • ` ` ' ADDRESS: I?_ y LA. CITY: „�? ZONING DISTRICT: CONFORMING? BUILDING PERNIITSb/J�P�E�N/EXPIRED: ' BP F66 dJ -Z/ CIO Z- Il7�f� INFO BP -Z i G'0 Z-`OS 5 >TNFO 1,A0 t BP T `ZiC.!OZp , 1NFO I BP2b"P=Z; C,'0Z-21MVr_,sINF0 PRE CO: Y OR N BP -Z Ci0 Z- `--AINGLE & SEPARATE CERTIF'IC_1TION-REQUH2ED_ NOTES: �:�. ice' LOTS 40;000SF-100-24-Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN-1997 100-25.Merv._(_.,Ronconfotming at any time after 711183) REQ. LOT SIZE: ACT. LOT'SIZEAI 3A Q. LOT COV_w% ACT.:LOT COV_ REQ. FRONT 40 PROP. FRONT_ L+Q,SmE � 1CT. SWF I REQ. REAR PROP. REAR RE . HEIGHT PROP. IFIE GHT PROJECT DESCRIPTION: 4k 6 Molt 4 ESTIMATED PROJECT COSTARCHITECT/ GINEE 42Ft4S&2f FAST TRACK I NATER FRONT'? 410 DESCRIPTION: PANEL #: FLOOD ZONE: COMPLLINCE: dY_ APPROVALS REOUIRED SUFFOLK COUNTY HEALTH DEPT: IBS of (BE.D #): DTE: ,' PERIVIT#: TOWN SEPTIC RECEIPT: Y NEW YORK STATE DEC: Pae-n> 9"1175 YES SOUTHOLD TOWN TRUSTEES: YES--o, TOWN ZONING BOARD APPRONr:1L: YES o ( ? TOWN PLAN. BO _1 -ARD PPROVAL: IBS oi' TOWN HISTORICAL PRE (SPLIA): IBS NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2 . 'ES NO NOTES: FEE STRUCTURE: FOUNDATION: . SF FIRST FLOOR: to SF SECOND FLOOR:_ SF OTHER: _ SF ll T]T OTHER TOTAL, TOTAL: SF FEE FEE FEE 1. ( SF)- ( SF)== SF K 2. _SF)- ( SF)= SFX $ =$_ +$ +$ $ 3. 1 _SF)- ( _SF)= SF X$ =$ +$ FINAI. TOT F : $ r' / 70 JI NEW PORK STATE CODE CODIPLI_ANCE CHECKLIST USE/OCCUPANCY CLASSIFICATION: HEIGHT'FIRE AREA: TYPE OF CONSTRUCTION: ' ESIGN CRITERIA: ENGINEERED SC ivE ({I S I f J FULLING SD ELEMENTS: ADERSNWALL STGIRDERS: CEILING JOISI S: FLOOR JOISTS: ROOFRAFTERS: , N LUMBER SPEC S AND GRADE:eNN DESIGN LOAD CALCULATIONS/�I ✓ SHOULD INCLUDE LIFE,DEAD,SN0W,'5rfSNtIC AND«'IND(INCLUDING UPLIFT AND EXPOSURE) WINDOW AND DOOR SCHEDULE: NIISSLE TEST REQUIREXIENTS:6),N EGRESS 5.7 S.F., LIGHT 8°0, VENT 4°'o: YIN LOAD PATHS: N ROOF TO FOUNDA ON NAi ,ING%CONSTRUCTION SCHEDULE: Y;N W SwF e � ��ANS OF EGRESS: YIN PLUMBING RISER DIAGRAM: Yfq av LOCATION OF FIRE PROTECTION EQUIPMENT: Y�` t%r TRUSS DESIGN: YX ` CERTIFICATION: Y, " ENERGY C.ALCS:-I i ZTCOMPLIENCEaA' (RETURN TO PAGE ONE) I 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION FRAMING [ INAL . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION e` REMARKS: ,^ g �^I III DATE ' r INSPECTOR Jill ,� 765-1802 BUILDING DEPT. F� INSPECTION ] FOUNDATION IST [ ] ROUGH PLBG. [ ttUNDATION 2ND [ ] INSULATION MING [ ] FINAL FIREPLACE ACHIMNEY k'p q SSi RE RKS: 1, 1 4 9 DATE INSPE p tf i M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO PLBG. [ ] FOUNDATION 2ND INSULATION FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: r n ATE �.� [�� INSPECTO 3 FIELD INSPECTION REPORT DATE COMMENTS w FOUNDATION(1ST) d' y r C ` FOUNDATION(2ND) gob4;'L � z _ p < p/ H ry��yyI ROUGH FR MING 8 PLUMBING - y li Z Gr/a INSULATION PER N.Y- STATE ENERGY CODE 1 FINAL ADDITIONAL COMIEVTS O Z m z I , x d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUMDINGDEP-XRTD'IENT Do you lin e or need the fcllotming,before applying^ TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Budding Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey cEww. northfork:net/Southold/ PERMIT NO., q 3( � Check Septic Fonn N.Y.S.D.E.C. Trustees Examined 5if '0 3 Contact: A / ' yPProzd l> .20 7 1\fad to: A�L14�Uit/te- S Disapproved a c q J 2 /7 , Phone: 3;e3 _3 OSU Expiration /�/� , � - -- Building Inspector R 429 APPLICATION FOR BUILDING PERMIT 4 Date 2 20d INSTRUCTIONS 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 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 tc ithin 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 perm t for an addition six months. Thereafter, a new permit shall be required. _APPLICATION IS HEREBY MADE to the Buildin 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_ /' i =��r ,nature of appy, t a corporation) cy. X7e1c �6z( 02r-e,T10 -7 ffY (Nfailing address of a plicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises C�x)I K L (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. (,'S q5- h/ Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed Vi ork will be done: 1AA0 boteSTWOO4 L9• cyw-e House Number Street Hamlet County Tax Nlap No. 1000 Section Block Subdivision Filed Map` c,- ot (Name) R 2. State existing use and occupancy of premises and intended use and occupancy of proposed constriction: i a. Existing use and occupancy b. Intended use and occupancy d4etrlio� 3_ Nature of work(check which applicable): New Building Addition Alteration Repair Removal _Demolition Other Work (Description) 4. Estimated CostU � Fee (To be paid on tiling this application) 5_ If dwelling, number of dwelling units 1 Number of dwelling units on each floor _ if garage, number of cars i 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ?. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 3. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear AS Depth l&� 10. Date of Purchase Name of Former Owner /�G9 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO_ 13. Will lot be re-graded? YES_NO 1/-/Will excess fill be removed from premises^. YES_NO 14. Names of Owner of premises E4#xN,-L FGv[9/i( .Address M? SC/1/M-C ��1 +✓I phone No. Name of Architect Address Phone No NameofContractor W-lej 6o,Ldeiki Address",0. ol,A&j- Phone No-- �BS� y 114th / 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *IV S NO +' * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS NAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ✓ IF YES, D.E-C_ PERMITS MAY BE REQUIRED_ 16_ Provide sun-ey, to scale, with accurate foundation plan and distances to property lines. 1?. 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 ) +C ge'l r'2 Ph agn being duly sworn, deposes and says that (s)he is the applicant (Name of indnidual sizrina contract) above named, iS)I is the Co&J�eTM (Contractor, Agent, Corporate Officer, etc.) of said owner or oxc vers, 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 efore meth s r t_ day of �+, J�k - U �41 TJOYCE tary ublic Signature of M.MKINS Notary Public,State of New York SSuffolkCo Term C 3 Expires pireaJunel tRnty c1 6 1 S � ` IvJ v, R" f�a"e's^d xl i ........,,...,-. .,-, w ,$.°J;°•'�, 0�_,.-i - Na . I '�Sa3t'Jt Ort IES e4 4�' A j 6„ „r nlsa r4X. a I,.rt Pd41 ,`7 f a7aet tt�i rr Ft l (� Lail. \d 4J 'sCauFk%p= rFn. i � Hwy '''{[^�^ f/1y� fW�,,� I 6{.�. wi' � 0 AwF4 R 'W ^' /r F�i"11h718 .1.h� 7$f arz i F if . 4 37l -:i I'C.J'wt;'hS t:t ,H;:�'r��`I^P•tt:)t.4iy !'+ IV I p� 4WIr r y.o Ch roof ! f F.I 4'� 1'+}�"° 1 p ��q"*',' ��.+r�4r.,r Y' ..,,., ..•.,_.�..e,,.. , ..._„., , -...R,,........... .,-.,.. .......-,.ew.... -, .- 1r.�«rw.+.�.a..»a;.m .._,..,,..rr..._;,.w,,.. oFrIcAlzr APMOYED A5 NOTED DATE: '17r3 e.P.y��9�y�,y� GENERAL NOTES FEE:�BY:� 1 . IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH NOTIFY BUILDING DEPARTIElIT AT ALL APPLICABLE CODES, LAWS, RULES, AND REGULATIONS IN THE 7815.182 SM TO 4PN FOR THE CONSTRUCTION OF THIS PROJECT FOLLOWNIG 08KCnONB: 2. ALL POURED CONCRETE FOOTINGS SHALL BEAR ON MINIMUM 2 TON VIRGIN SOIL. 3. ALL POURED CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE ® IST STRENGTH OF 3,000 P.S.I. IN 28 DAYS. MEET THE 4. EXCEPT AS OTHERWISE NOTED ON PLANS, ALL 2" X 6" AND OFNEW LARGER REPETITIVE FRAMING LUMBER SHALL HAVE A MINIMUM FOR MODULUS OF ELASTICITY OF 1 ,400,000 P.S.I. AND AN EXTREME EIUim FIBER STRESS IN BENDING OF Fb = 1 ,150 P.S.I. WITH A MAXIMUM MOISTURE CONTENT OF 19%. ® ® ® CERTIFI('P,-' 1N OF 5. EXCEPT AS OTHERWISE NOTED ON PLANS, ALL STRUCTURAL LUMBER ® NAILING & CC,! ,, iECTIONS SHALL HAVE A MINIMUM MODULUS OF ELASTICITY OF 1,700,000 P.S.I. ® ® ® ® REQUIRED. AND AN EXTREME FIBER STRESS IN BENDING OF Fb = 1 ,450 P.S.I. WITH A MAXIMUM MOISTURE CONTENT OF 19%. 6. UNLESS NOTED OTHERWISE ON PLANS ALL HEADERS OVER WINDOWS ALL CONSTRUCTION SHALL SHALL BE (2) 2" X 8". MEET THE REQUIREMENTS OF TWE FLOOR JOISTS SHALL BE DOUBLED BENEATH ALL PARALLEL CODES OF NEW YORK STATE. PARTITIONS, BATH TUBS, HEAVY APPLIANCES, AND AROUND ALL OPENINGS IN FLOOR, CEILING, AND ROOF, UNLESS OTHERWISE NOTED. 8. ALL STUD BEARING WALLS TO HAVE STUD BRIDGING AT MID-HEIGHT. 9. ALL FIRE STOPPING AND BLOCKING TO BE INSTALLED PER N.Y.S. CODE. 10. PROVIDE CONTINUOUS METAL TERMITE SHIELD AND/OR USE ACO REAR ELEVATION COMPLY WRHALLCODESOF NEW YORK STATE&TOWN CODES TREATED WOOD PLATES ALONG PERIMETER WALLS. AS REQUIRED AND CONDITIONS OF 11. PROVIDE MINIMUM 18 GAUGE GALVANIZED STEEL JOIST HANGERS AT N�q SOUTHOIOTOWNZBA FLUSH BEAMS CARRYING JOISTS. N a SOUTHDLOTONNRIWINAIGBOAAD 12. ALL ELECTRICAL OUTLETS, SWITCHES, LIGHTS AND WIRING SHALL BE U.L. CERTIFIED AND INSTALLED IN COMPLIANCE WITH APPLICABLE SOUDIDLDTOWWTRUSTEES ELECTRIC CODES. WET AREAS SHALL BE G.F. I. ONLY / N.Y.S.DEC 13. ALL PLUMBING SHALL CONFORM TO ALL APPLICABLE CODES AND HEALTH DEPARTMENT REQUIREMENTS. OCCUPANCY OR 14. WINDOWS AND DOORS SHALL BE PROPERLY FLASHED AT HEADS AND PROPERLY SEALED AND WEATHERSTRIPPED. USE IS UNLAWFUL ENERGY WITHOUT CERTIFICATE 75 CONSERVATION CODE, GLASS AREAS. ALL WORK TO CONFORM TO THEEANYWHERE INYORKSTATE WORK OF OCCUPANCY SHALL BE DOUBLE GLAZED WITH A MIN. "U" VALUE OF 0.58 (EXCEPT WHEN NOTED, HIGH PERFORMANCE GLAZING SHALL BE USED WITH A MINIMUM "U" VALUE OF 0.30) ALL EXTERIOR DOORS SHALL HAVE INSULATED CORES WITH A MINIMUM "U" VALUE OF 0.40. ® ® ® ® FLOOD ZONE N= � 16. THE DRAWINGS ARE NOT TO BE SCALED, USE COMPUTED DIMENSIONS. ® ® ® ® COMPLY WITH CHAPTER"46 FOOHODAMAGE LDTOWN COVDE.TION UNDERWRITERS CERTIFICATE ; I REQUIRED 1__i LEFT ELEVATI ❑ N _� r r a_I2"_—), pS� u MAY 17 INDEX T• • N0F -11)LD 1 of 4 TITLE SHEET, ELEVATIONS & NOTES 2 of / FLOOR PUN PROPOSED ADDITION �. 3 of 4 SECTION & FOUND. & LOAD PLAN & SECTION FOR THE f of 4 CODE COMPLIANCE FIGETAKIS RESIDENT LE CE TITAND ELEVATIONS LOCATION: WESTWOOD LANE, GREENPORT WESTWOOD LANE �EoF NEwr OWNER: EMANUEL FIGETAKIS GREENPORT, NYOPf SHEET No. Q° �" �a ALLIED BUILDERS / TOWN OF SOUTHOLD 'F II jlY�� C�.)S� CUSTOM REMODELING USE RESIDENCY y OCCUPnxCY CLASS R - M �O MAIN ROAD, ORIENT, NY 11957 HEIGHT OF MOLDING NOT TO EXCEED 21/2 STORIES TYPE OF CONSTRUCTION TYPE 5 A OF o5.+h , FIRE Sq. Ft. OSF. sSi, 4 '°PpptoNpti DRAWN BY:EJC SCALE: 1�4��=1�-0° PROJ No-R0301 CHECKED BY: FILE: DATE:3�13�03 EXISTING BEDROOM EXISTING GARAGE EXISTING LIVING RUDM 1'X4' SHUTTER SUPPORT 1/2' PLYWOOD SHUTTER S➢ �„ 1 f�� n V fl I I r EXISTING DINING RDOM EXISTING EXISTING BEDROOM v EXISTING KITCHEN BATH EXISTING DEN DN. EXISTING 6'-O'X 6'8' NOT TO SCALE SLIDING DOOR TO BE EXISTING 2'-IO'X 6'8' REMOVED AND OPEN DOOR TO BE REMOVED v ARCH CREATED & OPEN ARCH CREATE S➢ �I SHUTTER DESIGN NOTES: EXISTING 2'-10'X 6'-8' I 1. SHUTTERS MEASUREMENTS TO BE DOOR TO BE REMOVED AND ARCH CREATE ❑ LOPE CONC. ADJUSTED TO FIT INSIDE OF WINDOW FRAME, FOR DRAINAGE REMOVE EXIST. WINDOW & PLYWOOD TO BE FASTENED TO THE I' m CREATE FINISHED OPENING I 'X4' WITH SY4 NON-RUSTING WOOD SCREWS 1 1'-1 t INSTALLED FROM THE PLYWOOD SIDE WITH SHEET ROCK & 8' SHELF. EVERY 6' DC. EXISTING CHIMNEY TO REMAI 3, SHUTTERS TO BE STORED ON SITE FOR m USE DURING STORMS. ,i 4, HOME OWNER TO BE INSTRUCTED ON THE �f 2"xe" 1s• oc INSTALLATION, I _ RAFTERS PROPOSED SUN ROOM NOTE, m o r NEW EXTENSION TO BE ERECTED L^ OVER EXISTING CONCRETE PATIO, iO WOOD SUB FLOORING TO BE A" WOOD TO LEVEL SURFACE AND '6' iu m z MEET EXISTING FINISHED FLOOR. n SUB FLOORING TO BE E'{ T&G PLYWOOD ON PCO SLEEPERS 16-O.C. ,i 2) 2'X10' CONTINUOS HEADER POSTED TO FOUNDATION ON EACH END & BETWEEN WINDOW UNITS, 'fib+ 6� CN 16 - 3 LN 16 - 3 ON 16 - 3 EXISTING HOUSE ® NEW CONSTRUCTION HAND RAIL BOTH SIDEESS FLOOR PLAN (typ.) of NEN LOCATION: WESTWOOD LANE, GREENPORT to y OWNER: EMANUEL FIGETAKIS -8. 2-,_2, '-2' 3'_4 3'-4 2'_4' 0�oDa� � ,,R'.< 5 0 ALLIED BUILDERS SHEET N°. CUSTOM REMODELING 2 real � : . _. MAIN ROAD, ORIENT, NY 11957 ' 06 OF Og5S1�NN DRAWN BY:EJC I SCALE: 1/4"V-0° PROJ No. R0301 4 �., CHECKED BY: FILE: DATE:3�13�03 I 'X10' RIDGE 1/2' EXTERIOR PLYWOOD WITH RIDGE 15k FELT PAPER & ROOF SHINGLES 'X4' COLLAR 'x8' RAFTERS �i HURRICANE CLIPS BEAMS 4' O.C. 16' DC, ON EACH RAFTER 'X B' 216' O.C. CEILING r �6' FnCn 1 'X4' STRONG BACK MID SPAN t -19 INSULATION (typ.) WITH 11 INSULATION typ. 1 6' VENTED SECOND LAYER OF R-11 CONT. �� SOFIT typ. nw•.u•vc SHEETROCK T&S (typ) %4' 16' O/C "•mvtl n°"®srui 1/2' E%TERIDR PLYWOOD I BUILDING WRAP 2'X4' SILL PLATE 3/4' T&G PLYWOOD SUB FL. VINYL SIDING WITH 1/2 INSULFATION SECURELY ANCHORED TO SLAB CO TREATED SLEEPERS @ 16'O� 1 FIN. FLOOR SHIELD AND SILL S - c J SILL SEALER � COW. SLAB ima az�o.ovE ! EXISTING B' CONCRETE - GRADE XISTING 4' SLAB TRENCH FOOTIN ON COMPACTED FILL MIN. 36' BELOW GRADE SILL PLATE ANCHORED TO FOUNDAIIION 4' O.C. j� ROOF LOAD DIAGRAM L BUT. FBBnNc SECTI ❑ N LMIY tl6•YG Ah EXISTING H❑USE _:^~' WINDOW WIN DOW WIND DOOR EXISTING FOUNDATIO xM sem• TEnv r�;_ (-�r � _ _ __ END WALL LOAD DIAGRAM 4 Y.YA E EXISTING CHIMNEY TO REMAI ❑ EXISTING PATIO WITH 4' SLAB FOOTINGS THREE (3') BELOW GRADE m NOTE, NEW EXTENSION TO BE ERECTED cu B: OVER EXISTING CONCRETE PATIO. WOOD SUB FLOORING TO BE INSTALLED TO LEVEL SURFACE AND MEET EXISTING FINISHED FLUOR. SUB FLOORING TO BE %' T&G PLYWOOD ON ACO SLEEPERS 16'0.C. SECTIONS & FOUND. & LOAD PLAN a OF NE LOCATION: WESTWOOD LANE, GREENPORT ON 25' �PO�Y,R �'Y� OWNER: EMANUEL FIGETAKIS FOUNDATION PLAN °� a.. � ALLIED BUILDERS SHEET No. � ���' CUSTOM REMODELING 3 . 4, 0. MAIN ROAD, ORIENT, NY 11957 OF ION�� DRAWN BY:EJC SCALE: 1/4"=V-0° PROJ No.RO301 4 CHECKED BY: FILE: DATE:3/13/03 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE §Rthis sect Flashing. Flashing for asphalt shingles shall comply with this section. MINIMUM SPECIFIED §RR905.2.8.1 Base and cap flashing. Base and cap flashing shall be Table $.1 Nailing Schedule COMPRESSIVE STRENGTHo(fe) installed in accordance with manufacturers installation instructions. Base flashing shall be of either corrosion-resistant metal of minimum Weathering potentialb nominal 0,019-inch (0.483 mm) thickness or mineral surface roll roofing Number of Number of TYPE OR LOCATIONS OF weighing a minimum of 77 pounds per 100 square feet (3.76 kg/m2). Cap Joint Description Common Nails Box Nails Nail Spacing CONCRETE CONSTRUCTION Severe flashing shall be corrosion-resistant metal of minimum nominal Basement walls, foundations and other 0.019-inch (0.483 mm) thickness. concrete not exposed to the weather 2,500c Rafter m Top Plate (foe-nailed) (ace Table 3AA) (see Table ]4A) per mRer §RR9D5.2.8.2 Valleys. Valley linings shall be installed in accordance Ceiling Joist to Top plate (Too-nailed) (see Table 3.4A) (sec Table perjoist Basement slabs and interior slabs on with manufacturer's installation instructions before applying shingles. Ceilin Joistm Parallel Rafter ace-nail¢ sec Table 3.9A see Table grade, except garage floor slabs 2,500c Valley linings of the following types shall be permitted: g (r d) ( ) ( each lap Ceiling Joist Laps Over Pnrt6ons (Faco-nailed) (see Table 3.9A) (see Table each lap Basement walls, foundation walls, P Y ( Y 9 P ) oard W Rafter ndailod) ) 2 1 it 3 16d per tie I 1. For open valla valla linin exposed) lined with metal, the Collar Tie m Rafter (Face-nmled) (sceT 1e 3. A sec.T e exterior walls and other vertical / valley lining shall be at least 24 inches (610 mm) wide and of any Blocking to Rafter(Too-nailed) 2-Bal 2 I0d each end concrete work exposed to the weather 3,000d J/ of the corrosion-resistant metals in Table RR905.2.8.2. Rima (E each end Porches, carport slabs and steps 2. For open valleys, valley lining of two plies of mineral surface s �' - ,WAI',L F1iAAt1NG"r exposed to the weather, and garage roll roofing, complying with ASTM D 249, shall be permitted. The Top Plate to Top Plate (Faco-nailed) 246d' 246d' per foot floor slabs 3,500d,e bottom layer shall be 18 inches (457 mm) and the top layer a Top Plates at Intersections (Face-nailed) 4-16d 5.16d joints-each side minimum of 36 inches (914 mm) wide. Studto Stud (Face-neiled) 2-16d 2-16d 24"o,c. For SI: 1 pound per square inch = 6.895 kPa. 3. For closed valleys (valley covered with shingles), valley Header to Header(Face-nailed) 16d 16d 16"o.c.along edges a. At 28 days psi. lining of one ply of smooth roll roofing complying with ASTM D 224 Type II or Type III and at least 36 inches (914 mm) wide or valley Top or Bottom Plate to Stud (End-nailed) (sec Table 3.5A) (see Table 3.5A) per stud b. See Table RR301.2(1) for weathering potential. lining as described in Items 1 and 2 above shall be permitted. Specialty underlayment complying with ASTMO 1970 may be used in Bottom Plate to Ftoorjoist,Bandjoisq Endjoist or 2-16V 2-16d'$ per foot c. Concrete in these locations that may be subject to freezing and lieu of the lining material. Blocking (Face- mI4 thawing during construction shall be air-entrained concrete in accordance with Footnote d. TABLE RR905.2.8.2 VALLEY LINING MATERIAL Joist to Sill,Top Plate or Girder (Toe-nailed) 4-8d 4-IOd perjoist 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. MINIMUM Bridging to lout (Toe-nailed) 2-Sal 2-10d each cod THICKNESS WEIGHT Blocking to Joist(Too-nafled) 2-8d 2-10d each end e. See RR402.2 for minimum cement content. MATERIAL (inches) GAGE (pounds) Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block Ledger Strip to Bente(Face-nailed) 3-16d 4-16d each joist Copper -- -- 1 Joist an Ledger to Beam(Too-nailed) 3-8d 3.1 Dd perjoist Aluminum 0.024 __ __ Band Joist m Joist(End-nailed) 346d 4-16d per joist ROOFING NOTES: Band Joist to Sill or Top Plate(Toe-riled) 246d' 3-16d per foot Asphalt strip shingles shall have a minimum of six Stainless steel -- 28 -- - 7 .-„ ,. (og�@A, �+ - ', Y - fasteners per shingle in the 110-120 mph wind zones. - Galvanized coated (zinc Stroam Panels Bid lOd (see Table 3.l0) RR905.2.7.1 Ice protection. In areas where the overage daily steel 0.0179 coated G90) -- Diagonal Board Sheathing temperature in January is 25T (-4'C) or less or when Table RR301.2(1) 1"x6"or 1"x8" 2-8d 240d per support criteria so designates, an ice barrier that consists of a least Zinc alloy 0.027 -- 1"x10"or wider 3-Bal 3-IOd per support two layers of underloyment cemented together or of a self-adhering polymer modified bitumen sheet, shall be used in lieu of normal Lead -- -- 2-1/2 >: . underloyment and extend from the eave's edge to a point at least 24 � � inches (610 mm) inside the exterior wall line of the building. Painted terne -- -- 20 Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field For SI: 1 inch = 25.4 mm, "- RR905.2.7 Underloyment application. For roof slopes from two units 1 pound = 0.454 kg. vertical in 12 units horizontal (17-percent slope), up to four units Structural Panels 8d IOd (see Table 3.11) vertical in 12 units horizontal (33-percent slope), underloyment shall be Fiberboard Panels §Rtalled on Crickets and saddles. hi cricket or saddle shall be two layers applied in the following manner. Apply a 19-inch (483 mm) 7/16" 6d3 - 3"edge l6"field stripof underloyment p 9 installed on the ridge side le any chimney greater than et inches (762 yment felt parallel with and starting at the eaves, mm) wide. Cricket or saddle coverings shall be sheet metal or of the 25/32" 8d3 3"edge/6"field fastened sufficiently to hold in place. Starting at the eave, apply 36- same material as the roof covering. inch-wide (914 mm) sheets of underlayment. overlapping successive sheets Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field 19 inches (483 mm), and fastened sufficiently to hold in place. For roof §RR905.2.8.4 Sidewall flashing. Flashing against a vertical sidewall Hardboard 8d 8d (see Table 3.11) slopes of four units vertical in 12 units horizontal (33-percent slope) shall be by the step-flashing method. Particleboard Panels Sd 8d (see manufacturer) or greater, underlayment shall be one layer applied in the following manner. Underloyment shall be applied shingle fashion, parallel to and §RR905,2.8.5 Other flashing. Flashing against a vertical front wall, Diagonal Board Sheathing starting from the save and lapped 2 inches (51 mm), fastened sufficiently as well as soil stack, vent pipe and chimney flashing, shall be applied I"x6"or l"x8" 2-Sd 240d per support to hold in place. End laps shall be offset by 6 feet (1829 mm). according to asphalt shingle manufacturer's printed instructions. 1"x10"orwider 3-8d 3-10d per support PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS Structural Parcels LOAD-BEARING PRESSURE I"or less 8d IOd 6"edge/ 12"field CLASS OF MATERIAL (pounds per square foot) greater then 1 10d 16d 6"edge 16"field Diagonal Board Sheathing Sandy gravel and/or gravel t"x6"or l"xg" 2-Sd 2-I0d persupport (GW and GP) 3,000 1"x10"or wide 3-8d 340d per support Sand, silty sand, clayey sand, ' Nailing requirements are based an wall sheathing nailed 6 inches oncenter at the panel edge.Ifwall sheathing is nailed 3 inches on-center at the silty gravel and clayey gravel panel edge m obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear (SW, SP, SM, SC, GM and GC) 2,000 CODE COMPLIANCE DESIGN CRITERIA places,shall be used to maintain the load path. ' When wall sheathing is continuous ti eco nected members,the tabulated number of nails shall be permitted to be reduced to 1-16d nail per foot. Clay, sandy clay, silty clay, THESE PLANS WERE PREPARED IN ACCORDANCE WITH: 3 Corrosion resistant l l gaga roofing mils and 16 gage staples are permitted,cheek TBC for additional requirements. clayey silt, silt and sandy silt American Forest and Paper Association (AF&PA) "WOOD FRAME CONSTRUCTION (Cl. ML, MH and CH) 1,500b MANUAL FOR ONE AND TWO FAMILY DWELLINGS" NOTE: SEE SaPP. SHEET FOR TABLES 3.3A, 3.5A, 3.6A, 3,9A. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (TABLE 301.2(1) NOTES TAKES SUBJECT TO DAMAGE FROM GROUND WIND SEISMIC WEATHER- FROST WINTER ICE SHIELD FLOOD LOAD SPEED DESIGN(mph) CATEGORY ING LINE DEPTH TERMITE DECAY TEMP UNDDESIGNENT HAZARDS �tof NEti,I LOCATION: WESTWOOD LANE, GREENPORT ytiraat �y� OWNER: EMANUEL FIGETAKIS R301.2 (5) R301.2 (4) R301.2 (2) R301.2 (3) R301.2 (6) R301.2 (7) REQUIRED �� p MP Mod, to accordance w/ ALLIED BUILDERS SHEET No. 45 PSF MPH C Severe 36" heavy Slight 11' sec 905.2.7.1 N/A ' t 11 " CUSTOM REMODELING MAIN ROAD, ORIENT, NY 11957 �FESSIOt'1P"� OF DRAWN BY:EJC SCALE: 1/4 =1 -0° PROJ No.R0301 4 CHECKED BY: FILE: DATE:3�13�03 Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and Shear Connection Table 3.5A Top and Bottom Plate to Stud Lateral Connections for Wind Loads Requirements - Exposure B Exposure B Table 3.6A Ridge Tension Strap Connection Requirements for Wind - Exposure B (Prescriptive Alternative to Table 3A) (Prescriptive Alternative to Table 3.5) _ (Prescriptive Alternative to Table 3.6) Than Second Goat Wltd speed(m]" 85 90 100 110 120 130 ]a 150 Three Soared road Wind speed(mptn 85 9n Ira 110 120 130 140 150 Saw BFnnng[4 WWIf41g61(rt) RNmtrld Nmbaof l6d Wmmoo Ntid°r906 a°a Nnbpc SlW wNOlc Cnm,o,ion Dead Load Assumptions: Roof Assembly DL 10 par Itefite/Cedingfoist WW1 NmMof Rd Common N"..,sod Rax Hails(Taeaeled) tyr spacing(at Heiaht(o.) Measured in Each Rafter"or Crown feral in Top Plate Cowecmn111.1 a I 1 1 I 1 1 2 z Tbree Second Garet Wind Speed(mph) 85 90---L100 110 120 130 140 150 10 1 1 1 1 1 2 z z 12 R 2 2 2 2 3 3 3 3 12 1 1 1 1 2 z 2 2 Roof Span Roof Pilch Number of 8d Common Nails or IOd Box Nails io each eM of 1-I/4"Strap 2'''"° 10 2 2 2 1 3 J 3 l 12 14 1 1 1 1 z z 1 ] (R- 16 2 2 4 IB Ifi t 1 1 2 2 2 3 l 12 1 1 2 2 2 3 3 4 10 2 2 3 3 3 4 4 4 I 1 1 2 2 2 3 3 16 1 2 2 2 3 4 4 5 8 3 3 4 4 5 5 5 5 20 1 1 2 2 2 3 3 3 24 10 3 3 4 4 5 5 5 fi 8 1 1 1 1 1 2 2 2 20 2 2 2 3 4 4 5 6 I Prucripvve Gmik.mm Won eawlmplialy in Table 3.9 10 1 1 1 1 2 2 2 3 3:12 24 2 2 3 3 4 5 6 7 • TabalmM M®ttIt.rtquiameetr usumee building lamead In Fxpomm E. 12 1 1 1 2 2 2 3 3 28 2 2 3 4 5 6 7 8 a When al0aglains are lmuped parallel mreasons.theamen Orion,maim in One nM and ceamit dull Nuel ar emceed the 16 14 1 1 2 2 2 3 3 3 nhuleadmmhvafoeu6lNuirs]. 16 1 1 z z 2 3 3 4 32 2 3 3 4 5 7 8 9 " To ovoid Wheat,Or mom them 2 monads shall be imuilod in each side of a papa or Militia join wtm fnelacd me U4 inn plea IR I 2 2 2 3 3 4 4 36 2 3 4 5 6 7 9 _ or brands in each ands whee feslened m a 2x6 pap plate. 20 1 2 2 2 3 3 4 4 @ I 1 1 2 2 2 3 3 8 1 I 2 2 2 3 3 In 1 1 2 2 3 3 3 4 16 1 1 2 2 2 3 3 4 12 2 2 2 2 3 3 4 5 20 1 2 2 2 3 4 4 5 Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements 16 2 z 3 3 a 4 5 6 4112 24 2 2 2 3 3 4 5 6 (Prescriptive Alternative to Table 3.9) Is 2 2 3 3 4 •5 5 6 28 2 2 3 3 4 5 6 1 20 2 2 3 4 4 s 1 b 1 7 32 2 2 3 4 4 5 6 7 t ]5ermpaveltmtmetahssedanaaampliaemTable1L Deed LoculAspeoppatimor RaofAuctnbly Lit,=1U par r Taalaledfreming loads aM c°nemom rtqumnema sh°Il bepermiltMm ber emotional by 092 ferfnemg net heard 36 2 2 F 3 4 5 6 7 1 8 Roof Lrve Load Grouts Svtw Lona notion a fat Of..men. 12 1 1 1 1 2 2 2 3 20 pal 30 par Snot 70 pa( Tabumcl fnmin6laedsaamnmabmldin6laalW in Pxpmme R. 16 I 1 I 2 2 2 3 3 Roof SPen(R) 20 1 1 2 2 2 3 3 4 12 1 29 1 36 1 12 1 24 1 36 1 12 1 24 1 36 1 12 1 24 1 36 5:12 24 1 2 2 2 3 3 4 5 Rafter Sloe Rafter Spacing "a,"a 28 1 2 2 3 3 4 5 5 (m) p Requued Numberofl6d Common or 40d Be.NON par HM loin Conaecmn 32 2 2 2 3 4 4 5 6 12 4 7 to 4 8 12 6 II 17 8 15 22 36 2 2 3 3 4 5 6 7 3 12 16 5 9 13 5 10 IS 8 IS 22 10 20 29 12 1 1 1 1 2 2 2 2 19.2 6 11 16 6 I2 is 9 is 27 12 24 35 24 7 13 19 8 15 23 11 22 33 IS 29 44 16 1 1 1 2 2 2 3 3 12 3 5 8 3 6 9s 9 u 6 H n Table 3.11 Wall Sheathing and Cladding Attachment Requirements for Wind 20 1 1 2 2 2 3 3 4 4:12 I6 4 7 10 4 8 12 6 11 ❑ 8 Is 22 Loads - Exposure B 612 24 1 1 2 2 3 3 4 4 19.1 4 8 12 5 9 14 7 14 20 9 18 27 28 1 2 2 2 3 4 4 5 24 5 10 IS 6 12 17 9 19725 11 22 33 3Eme 9.meJOras 12 3 4 6 3 5 7 4 7 10 5 9 14 wind 2,an(.an) es 90 loo no 12. 130 140 He 32 2 2 2 3 3 4 5 5 16 3 6 8 3 6 9 5 9 14 fi 12 IR 36 2 2 2 3 4 4 5 6 512 12 1 1 1 I 1 2 2 2 19.2 4 7 10 4 8 11 6 11 16 7 14 21 G Y E P E F E F E F g F E F E F 24 4 8 12 1 5 9 14 7 14 1 20 9 1 IR 1 27 16 1 1 1 2 2 2 2 3 12 3 3 5 3 4 5 3 5 R 4 ] 10 nuJ SPedsI{ S4rW°n{Lutwu (mc6q°rel M•nmun N•d stem{6u as ounce.Nub vial am Nue(ircM,n.c J' 20 1 1 2 2 2 3 3 3 LIZ 16 3 4 6 3 5 7 4 7 10 5 9 13 7:12-12:12 24 1 1 2 2 2 3 3 4 192 3 5 ] 3 6 8 4 B 12 5 m IS 12 6 12 6 Ix 6 a 6 11 6 rx b II 6 12 6 12 amtar2aa I6 a 12 6 li 6 12 6 12 6 12 6 12 6 IT 6 12 28 7 2 2 2 3 ] 4 4 24 3 6 9 4 7 to 5 10 15 7 13 19 pa 6 I2 6 ¢ c 12 6 Ix a 11 a D 6 12 6 Ixa 32 2 2 2 3 3 4 4 5 12 3 3 4 3 3 4 3 4 6 3 5 A P 6 12 6 12 6 12 6 I2 6 12 1 12 6 12 6 12 9.12 16 3 3 5 3 4 5 3 5 R 4 7 10 4•Flen2°.r 16 6 12 6 I1 6 I2 6 IS 6 12 61 12 6 12 6 Ion 36 2 2 2 3 3 4 5 6 19.2 3 4 6 3 4 6 3 6 9 4 R 12 3d 6 Ix 1 Ix 6 I2 6 2 6 IY' 6i Il" 6 12' 6 W I Tabulated connection requimmenis shot]be perloitted to be multiplied by 0.70 for forming tam loaned within 8 feet of building 24 3 5 7 3 5 8 4 8 II 5 to 15 wmm ween sxex3RRdc m 1Ap amwm 12 3 3 3 3 ] 3 3 3 5 J 4 6 ShmNtn Six R•acrtn- x Tabulataldd a connection lords asslwe a6uildin located in Ex we& 6 Spaelnl Muvmm.Nm.MNWfmumeNWrmlm no.Nuh $ $ pn1 16 3 3 4 3 3 4 3 4 6 3 5 8 ('edu•,e.ed Itrsepp.rr 1 12 12 TabalalBd wmeUion raquimmenls ale bard w 1o1n1 uplift minus 0.6 oFRobot nssmbly dead load(0.6 x 10 pet). 19.2 3 3 4 3 3 5 3 5 7 3 6 9 1a6er lea 66emMu 12-24 2 2 x 2Taaa x z x z 4 Tabulated connection requirements aro based on a 12 inch ridge shop spacing,for different ridge strap spacing,multiply the 24 3 4 5 3 4 6 3 6 9 4 B 11 dIOmW Tkmhm Ia24 3 3 3 3 3 3 3 3 1 Neilina rtquiremenm shell be pemiuM 1p be adlmd25%iFntils medwched_ tabulated values by the appropriate multiplier below: Nations connechpna we net mquncd when the edge ie mpprded by.knoilmaeng well,header or nd,beam designed to resin the sensed E - Nrarpmmlupmel WgnmJ Ridge Ctmnectim Seeing(m.) 12 16 192 24 48 72 Ioed1 p - Nml mcing at nuemedwomienm m the panel field(m) ' When intermediate sea t of afar i{ ided b oleos stem M live w o loadmvriv well,We Iobulmed heel Multiplier 1.00 1.33 1-60 2.00 4.00 600 ppor prom by parr g Joint commothe For wellahmam Wtn4 fiesoroenot the 4 foot co nnnmm When the tabulated Dumber of m requuemenls shall be pemitted to be Induced proportionally to the reduction in epau gra ar zuea tnqummrnu rials b.meJ 3 required In each end of the Strap is equal to 1 and the flaming is attached in accordance with 4 EuivWenl c.1i.are remand for ceil'n Dirt no ccolin Nt hi Ieee. T'd'1'1W 111"til'°i.'ut'F•"°a.••nwaa6mWfnenm.6ramama rnmma members rasps_>o49. torr atgmemxem veldt o.4zSO�o49,teetwl epnrwp ridge q In4 r 61 W� PaP sill be mdaWt.6lahu o.a Table 3.1,the rid s and additianel nailing is not required, I Tabulued hcelfmnl connacnon requirements do not Include the additional wetghl of the ceiling assembly, Finalenmpuml.ialne,eabmissa bin wJu6d16eI ttW wbemWmmmlfwaomunmtb 6 Whenamllwtieisuwdin Ueuofaridge",IhenumberoflOdwl mml6mquifediarnchendofthecolluflcnmdpat • Tobulaad heelloim colmatlon aquiamenm pssame cedinglana Orpaper ties tie l«ince auhe bonoIn nfthe orae space. ulnen casing Tn6wmnJ mn.pnmpn mwmnn6nndlee manualmF,.pnwms exceed the tabulated number of Sit eoa m nails in a steel strap,or We number of 12d box nails in each end of the collet tic need Joists or paper tics am located higher in the attic proper,no aide storage is mamma and the tabulated heel Joint correction requiremem shall Out encaA.We tabulatedmaanbet of IOd box nails in■steel shop. be boosted by We fo8ownng factwe: Coling Haight/Rauf Ridge Hopi Joint Connection /R\ Hmghl(HaMn) Adjustment Facwn 2 2 �\ 1n 15 n T T 1/4 133 1/5 1.25 /6 1.2 1/10 1.11 Now:Lateral defection ofthe paper below the cher ties may exceed 3/4 Inch when inner tics ere I...led above one-flind oflhp it,.haigla H.of when He..grater then 2 feet end tray acquire addinion.I consideration. NOTES & TABLES F NE4V y LOCATION: WESTWOOD LANE, GREENPORT ya�ac O� OWNER: EMANUEL FIGETAKIS a A ALLIED BUILDERS SHEET No. CUSTOM REMODELING MAIN ROAD, ORIENT, NY 11957 SUPP . �ff591t DRAWN BY:EJC SCALE: 1/4ta=1'-0e PROJ NO-RO301 CHECKED BY: FILE: DATE:4/29/03