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HomeMy WebLinkAbout35090-ZFORM NO. 4 TOW/~ OF SOLVfHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-34743 Rte: 12/15/10 · ~{IS c~KTIFIES that the building ACCESSORY GARAGE/STORAGE Location of Property: 750 TRUMANS PATH EAST MARION (HOUSE NO.) (STREET) (H~34LET) County Tax Map No. 473889 Section 31 Block 12 Lot 3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 19, 2009 pursuant to which Building Permit No. 35090-Z dated OCTOBER 21, 2009 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 UNHEATED ACCESSORY TWO CAR GARAGE WITH STORAGE ABOVE AS APPLIED FOR. The certificate is issued to EDWARD P & CATHERINE J FORTE ( OWNER ) of the aforesaid building. S~PIDI~KCO~DEPAR~ OF HF~%L~{APPRO~KAL N/A EI~C'PRIC3~L C~u(TIFICA~ NO. 35090 08/11/10 ~L~ERS c~KTIFICATION D;~£~u N/A 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. 35090 Z Date OCTOBER 21, 2009 Permission is hereby granted to: EDWARD PAUL FORTE 107 V~d~DERBILT AVE MANHASSET,NY 11030 for : CONSTRUCTION OF AN ACCESSORY UNHEATED GAP, AGE & STOP, AGE BUILDING AS APPLIED FOR at premises located at EAST MARION County Tax Map No. 473889 Section 031 Block 0012 Lot No. 003 pursuant to application dated OCTOBER 19, 2009 and approved by the Building Inspector to expire on APRIL 21, 2011. 750 TRUMANS PATH Fee $ 223.20 ORIGINAL Rev. 5/8/02 BUILDING DEPARTMENT TOWN ItALL 765-1502 APPLICATION FOR CERTIFICATE OF OCCUPA~ .Y 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 ail buildings, property lines, streets, and unusanl natural or topographic features. 2.Final Approval from Health Dept. of water supply and sewerage~disposal (S-9 form). 3.Approval of electrieal installation from Board o f Fire Underwriters. 4.Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6.Submit PI.arming Board Approval of completed site plan requirements. R. 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 $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swirmning pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, 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. t2..'/' /'O New ConstrUction: Location of Property: 7 ~ House No. · Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Old or Pre-existing Building: "~£ u,v,,,a~'~ Street Subdivision PermitNo. 5 ~-0~ C) Date of Permit. Health Dept. Approval: Planning Board Approval: (checkone) Hamlet Request for: Temporary Certificate Fee Submitted: $ _,~ ~'~ ~ Block Filed Map._ Applicant: Underwriters Approval: Final Certificate: check one) Lot ~ ~pplicaut Signature Town Hall Annex 5t375 Main Road P.¢). Box 1179 Soulhold, NY [ 1971-0959 Telephone (631) 765-1802 Fax (631) 76,5-9502 ro.qer.richert~town.southold.n¥.us BI III,DIN(; DEPARTMENT TOWN OF $OUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Forte Address: 750 Trumans Path City: East Marion St: NY Zip: 11939 3uildingPermit#: 35090Section: ~)l Block: ) ~ Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Shore Power Electricle License No: 42536-me SITE DETAILS Office Use Only Residential R Ind°or ~ Basement [~ Service Only [~ Commedcal Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCl Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: 2 spot lights Ceiling Fixtures ~r~l~ HID Fixtures Watl Fixtures I 3~ Smoke Detectors Recessed Fixtures I I CO Detectors Fluorescent Fixture~ Pumps Emergency Fixture Time Clocks Exit Fixtures [~ TVSS Notes: two story garage Inspector Signature: Date: Aug 11 2010 81-Cert Electrical Compliance Form TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION '['~ FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ] FOUNDATION 1ST '[ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ p~] ~:RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS: /~-~ DATE INSPECTOR-~'~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ] FOUNDATION 2ND ] FRAMING / STRAPPING [ ] ROU~PLBG. [ ]~,~81JLATION [ ~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECllON I 1 ..E.E~A~ C0~,C.O. REMARKS: INSPECTOR~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INS~JL-AT~0N FRAMING / STRAPPING [ ~]"FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] n.E~C4X6"rmJCl~ [ ]nRE.ES~T_ANTPEXETRATKX~ MAR KS: ~.]~9./d/'-~ .fi~ ~'d~...~ ~-0 ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUG~H PLBG. [ ]FOUNDATION 2ND [ ]~ATION [ ]FRAMING / STRAPPING [p/] FINAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SA~-.', ~' INSPECTION [ ]F~RERES~I'~T ~C0~UCfl0. [ ]F~qERES~STJ~rr~,~=NETR~'n0N REMARKS: ~ DATE~INSPECTOR ~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH~PLBG. [ ] FOUNDATION 2ND, [ ] I~ATION [ ] FRAMING / STRAPPING [~/] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE ~ INSPECTOR FI1Z~I,D ]I~ISPECTION REPORT [ DATE FO~ATION (2~) ROUGH ~G & PL~G ~S~ATION PER N. Y. STATE E~RGY CODE TOWN OF SOUTHOLD BUIL.D~NG'DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined ,20O~.. Approved ) 5/,9~./ , 20f~ Disapproved a/c Expiration PERMIT NO. ,3 ~ ~7 ~ BUILDiNG PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Fom~ N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: uilding Inspector sets a. This appI~i4~MUST be con ?PLICATION FOR BUILDING PERMIT r>ate , INSTRUCTIONS pletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 ee 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 pan 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. (Signature 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 Nameofownerofpremises ~--~(2Pln/,,~9~Z:~ (*~)~:t~ ~W-~ T/q~ IAJ/~ (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 LicenseNo. c'5-~Td, P~zt4 C~._~ZtF-~ ~Lt~t- ~, Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Subdivision (Name) Section Block /~ Filed Map No. Lot dS:~_~ Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed constmctior.: a. Existing use and occupancy 4~--~-ffa/C..-~'tO~;rTecY(-- b. Intended use and occupancy ~,9..~e~ / 3. Nature of work (check which applicable): New Building Repair Removal v/ Demolition 4. Estimated Cost J~Tq;zrg7~ ~7CO Fee 5. If dwelling, number of dwelling units If garage, number of cars ~ Addition Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ~. ~it( Rear 2~.~"4(r Depth Height ~.' /~ Number of Stories / 20.4t Dimensions of same structure with alterations or additions: Front Depth. Height 8. Dimensions of entire new construction: Front 24.2 '! Height /7~,/-.lC''r Number of Stories / 2'.~__ 9. Size oflot: Front ~, ~/~ Rear ;5)~.~~ 10. Date of Purchase Name of Former Owner Rear Number of Stories Rear ~-tSj. 2~/ Depth 1 1. Zone or use district in which premises are situated ~> - 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO 13. Will lot be re-graded? YES__ NO V/Will excess fill be removed from premises? YESV/ NO 14. N~s of Owner of prmises~'~ ~: Address~?hone No.~/G - NmeofArchitect ~z2Jff ~/J~t~Z/f Address~. ~//~PhoneNo~. N~e of Con,actor ~'~/~ ~/~/ Address ~l/1. ~'~ Phone No. ~. 15 a. Is this prop~y within 100 feet ora tidal wetl~d or a ~eshwater wetland? *YES ~NO * IF YES, SOUTHOLD TO~ TRUSTEES & D.E.C. PERMITS MAY BE REQUI~D. b. Is this prope~y within 300 feet of a tidal wetland? * YES ~ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) CO TY OF '7-'/'-~"' ~t/'tff~'- ~'/~:a/~2~2~"/'/ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE Dm BUNCH Notary Public, State of New ¥0r~: (S)He is the ,~/--/~/~Z;//--'~ No, 01BU6185050 ' - (Contractor, Agent, Corporate Officer, etc.) Cornr~l~'~i~'fft~,F~X"~'~ ~,~ 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 tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this / _'~?/-/~. dayof ~_.ir~.'d;['' 20~ Notary Public IQ Town _of_ Sout old Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT ~ Numbec /i~;'~'~7 3/ ~ ff~ THE FOLLOWING ACTIONS MAy REQUIRE THE SUBMI$$JON OF ]t ~I'ORM-WATEI~ GRADINGi DRAINAGE AND EROSION CONTROL pi,AH Dlstd~t 8~ction Bilk L~ ~.~.lt a IrlED BY A DEG:IGN P~vrr.~SSIONAL IN THE STATE OFNEW YORK (NOTE: A Check Man~ (~') ~' eech Queetion is Requkud for e Complete Apfltication) Yes No 1 2 3 4 Will ~ Project Retain All Storm-Water Run-Off Geeerata~ by a Two (2") Inch Rainfall m ~e? (This Item will Include all run-off created by site cleating and/or consbucflo~ activities as well as all Site Improvefnenta and the permanent craaflon of impervious surfaces.) Does the Site Plan and/o~ Survey Show All Proposed Drainage Strectaras Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WatenClow] Will this Project Require any Land Filling, Grading or Exosva6on where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000} Square Feet of Ground Surfaco? 5 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees judediction or within One Hundred (10(7) feet of a Wet and or Beach? Will there be Site preparati(~n on Existing Grade Slopes which Exceed Fifteen [15) (eat of Vertical Rise to One Hundred (100')of Horizontal Distance? 7 8 '~titi Driveways, Parking Areas or other Impervious Surfaces be Sloped to Oirect StOrm-Water Run-Off into and/or in the direction of a Town fight-of-way? Will this Project Require the Placement of IVtatedal, Removal of Vegetation and/or the Constmctio~ of any Item Within the Town .Right-of-Way or Road Shoulder Area? (This item wi NOT Include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundree (100} Year FIoodplath of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark In the Box, a Storm-Water. Grading, Drainage_____& Erosion Control Plan Is Required and Must be $ubmilted for Review Prior to Issuance of Any Building Permltl EXEMPTION: Yes Does. this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm-Water, Gredlng, Drainage & Erosion Control Plan is NOT Requiredl No STATE OF NEW 'YORK, count, .......... ss Thatl ' '~' '~' "'~'" ~': '~" "~' ' ' *'~" (~' ' "/' '/~' "/"/]~:~ & '~' ' be'mgdulyswom, depose~andsa, that hodshe is the applicant for Pennig (Name of IndMdual signing Documen{) -- J~0tary Pubhc.$tate of New And that he/she is'the ....... ~..~...~..~/~'~'~ . ' ,....... o 01BU6185050 ....................................................................................... ~uali~e~ ~' $[t~0TR'¢i~fl'fff ...... re, net. con~--~:~ A~e,~. Corm offs. ~c.~ Commission [x~ires ~0ril 1,~ ~0ff Owner and/or representative of the Owner of Owner's~ ;md is duly authorized to perform or have performed the said work ;md to make and file this application; that all st~ternent~ contained in this app[imfion are true to the best of his knowledge ;md belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; ............ .................... .................. 0/2q FORM - 06/07 Towa l-Iall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-090'9 BUILDING DEPARTMENT TOWN OF $OUTHOI.n APPLICATION FOR ELECTRICAL INSPECTION BY: Company Name: Name: License No.: Address: Phone No.: *N~me: *Address: *Cross Street: *Phone No. Pe it No.: Date: Tax Map District: 1000 Section: Block: *BRIEF DESCRIPTION OF WORK (Please Pdnt clearly) Lot: (Please Circle All That Apply) *Is.job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed). *Service Size: 1 Phase 3Phase *New Service: Re-connect Additional InfOrmation: 100 Underground YES ~::~[~ Rough In Final 150 200 300 350 400 Other Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form ~ ADDtTION TO THE GENERAL NOTES DESIGN CRITERIA: 1. ALL WORK MAIER~L AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. ACCORDANCE WTH THE NEW YORK STATE UNIFORM L~/ING AREAS AND DECKS - 40 PSF. BUILDING CODE AND THE NEW YORK STATE ENERGY SLEEPING AREA - 30 PSF. CONSERVATON CODE, AND LOCAL AUTHORITIES. WiND SPEED - 120 MPH 2. ALL CONCRETE SRALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE FORTE 3. ALL LUMBER SHALL BE GRAQE STAMPED DOUGLAS FIR- FROST LINE DEPTH - 36" LARCH STRUCTURAL GRADE ~2 OR BETTER. TERMITE - MODERATE TO HEAVY DECAY-S,GNT RESIDENCE Am PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ICE SHIELD UNDERtAYMENT REQUIRED - YES STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL PARTITIONS, EXCEPT AS NOTED ON DRAWING. DESIGN IN ACCORDANCE WITH AMERICAN FOREST 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND PRODUCTS WOOD FRAME CONSTRUCTION MANUAL~ '" ~ EAST MARION, NY 6. ALL DIMENSIONS AND GP, ADE CONDmONS TO BE VERIFIED BY CONTRACTOR{S)PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIALS. THIS WINDBORNE . ~ FOUNDATION HAS BEEN DESIGNED FOR A SOIL "T: ~ ARCHITECT BEARING CAPACIll' OF ll~O.L2)TSF AND GRADES DEBRIS PROTECTION SCHEDULE ~, LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT I ~ THESE CONDITIONS ARE MET. ALL FILL BENEATH ~ GREENPORT, NY 11944 CONCRETE SLABS TO BE COMPACTED TO 95% PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS ~. ~7,,~,~!~.,.-~ ^~ ~. ?y TEL: 631-477 8624 RELATIVE DENSI1Y. OF MIN 7/16 INCH WITH 2-1/2 t~6 WD SCREWS, ""J; ~ ~''J ~ ~..I.~ i-~, ~ ~',.., ',~ ) ~ ~ FAX,. 631-477 8624 7, ALL HEADERS 6,0 FT IN LENGTH AND OVER TO BE SPACING: 12 INCHES, ARE TO BE PROVIDED TO COVER ~Z.~./?/q..._~ 2.2. ,' ~'..~ ~ SUPPORTED BY DOUBLE UPRIGHTS 9.0 FT AND OVER THE GLAZED OPENINGS OF THE PROPOSED EXTENSION D/~,TE: .., ,- L, BY TRPLE UPRGHTS. ALL HEADERS TO BE ~.,...,~,....._ NORTH ELEVATION~ OWNER MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. =~:,..~2,~=~,~ ::, ~ :~ E~D FORE B. PROVIDE FIRESTOPPING AT ALL LFVEL WINDOW SCHEDULE ~ .. ',F"' ~' ~:.~ :'~- ,, ,:.:.,'r ,,~; ~-~ ~ ~ PENETRATIONS .- ~-,:,,=' ,~,,~ $ ,'-.,,~:' ': ,=, ...., TH~ ~ WASPETH, NY 11378 9. PROVIDE FLASHING AT ALL ROOF BREAKS, CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS PROPOSED WINDOWS ARE ANDERSEN PRODUCTS, 200 SERIES i, FOU; &>,' :C'H - ' ~iL: '?L: :'i?_D - - ~ 10. DO NOT SCALE DRAWINGS. GLASS TO BE DUAL-PANE INSULATING GLASS "~. '~"'n,..',...~.~- ,'~' c~-:~, ' :~ .,.~. ,: ........, '~,'~-,.: _ _ ~.~,,~ F~ ~X~? \ ENGINEER ARE NOT RESPONSIBLE FOR THE WINDOW HARDWARE: CLASSIC SERIES, COLOR: STONE ~ ,, . ... ,-:., i ,~ INSPECTION. SUPERVISION. OR ADWINISTRATION OF ~ CO,.:: ~-~ J~ THIS CONSTRUCTION PROJECT. FEDERAL STATE ALL ~©,,S,,I ~:'~,t,~ ~1 iH_ _ _ AND LOCAL ZONING AND BUILDING CODE COMPLANCE SHALL BE THE RESPONSIBIUIY OF THE Mark Size Description Quantity REQUiREL~5~ ~,.FNEiV CONTRACTOR. , ,~ · ~,- ~'~ c,'~,~-~, ,_ __ FORK ,:lATE. N,., ,~c~ .... ~,.~_ FO,{ 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO A CW15 R CASEMENT I DESIGN OR CO~,!S'IRLJCTION ERROR,~] -- CONSTRUED AS A CONTRACT BETWEEN BUILDER AND B CW25 CASEMENT 4 -,]}OCi - OWNER. C FWO318DAL KEVED OUTSWING PATIO DOOR 1 , ' ] ~ ~i~ 1L THIS STRUCTURE HAS BEEN DESIGNED IN NOGRILLES, 4OOSERIES i/~!, AW 'JL' , 'lJJ ACCORDANCE WITH THE NEW YORK STATE ENERGY D A335 AWNING- STORAGE LOFT CONSERVATION CODE. E i6'X8' GARAGE DOOR W/1/8" SINGLE PANE 1 . T~ , ~,l-r'~T rmr', ,~ ~- ~ 2 FROSTED GLASS PANELS ' ~ · ~, r ' ~' 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL WHITE ALUMINUM FRAME ,~ . , , .. , CHANGES PRIOR TO AND DURING CONSTRUCTION. E.G.: CLORAY - AVANTE COLLECTION DEMOUg'H LEXISTIN©, G~,~AGEAND REPLACE WITH NEW GARAGE 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND SPECIFIED BY OTHERS. MAXIMUM SIZE' 660 SF 16. CONTRACTOR SHALL OBTAIN ALL PERMffS AND III INSURANCE NECESSARY TO PROTECT THE ENGINEER MAXIMUM HEIG'HT: 18 FEET WiTH A REQUIRED SETBACK OF 10 FEET AND OWNER. 17. DO NOT BACKFILL A~NST FOUNDATION WALLS BUILDING PERMIT APPLICATION UNTIL FLOOR SYSTEM NSTALLAT ON ,S COMPLETE. DRAWING SCHEDULE SCALE: NTS SITE PLAN FOR AN ACCESSORY' TITLE SHEET A-3 FOUNDATION PLAN DesiDn Criteria A-4 PROPOSED 1ST FLOOR PLAN AND LOFT PLAN , A-5 CROSS SECTION A-A OCTOBER 19, 2009 General Notes A-6 ELEVATIONS A-7 CONNECTORS, CRITICAL PATH FRANK W. UELLENDAHL, ARCHITECT P.O. BOX 316 GREENPORT, NEW YORK 11944 A-8 FRAMING NOTES, NAILING SCHEDULE 660 SF SURVEY BY ,JOSEPH A. 1~[6NO ADDITION DATED: NOVEMBER 28, 2005 TO THE EXISTING RESIDENCE 269.44' PROPOSED 5,5" DIA CUI%R LEADERS (TYP) DIRECTED TOWARDS AND INTO PLANTING AREAS STORM WATER RUN-OFF TO BE CONTAINED ON/ PRIVATE PROPERTY EXISTING GARAGE L IfO BE DEMOLtSHEDI ~,,,~ EXT'G TREE~ PROPOSED I 2 CAR GARAGE 40' FRONT YARD GRAVEL DRIVEWAY FORTE RESIDENCE, EAST MARION, NY 710 TRUMANS PATH ARCHITECT FRANK UELENDA~L P.O.BOX 316 GR[ENPORT, NY 11944 l~L: 631-477 8624 FAX: 631-477 6624 OWNER E~ARD FORTE 46-36 54TH J&~SP~H, NY 11378 l[L: 917-418-6451 SOUTH ELEVATION 268.15' SOUTH ELEVATION SCALE: 1/16" =1'-0" SITE PLAN SCTM#: 1000-.31-12-05 TOWN OF SOUTHOLD SUFFOLK COUNTY, NB YORK SITE PLAN A-2 mm. NO FOUNDATION NOTES ADDITION TO THE STRENGTH = 5000 PSI AT 28 DAY ASTM C-94 READY MIX CONCRETE. ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON i UNDISTURBED SOIL. ~ ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. 12'_¥' 12'_4" FORTE ............ ~ ~ I . ~ RESIDENCE I ~ ' , ~ EAST MARION, NY ~1 ~ i~I~; ,~ 710 TRUMANS PATH I~L L ~ ~ FOUNDATION i ARCHITECT ............... ] ~1 2"X4" TR~TED SILL ~ F~KP.O.BoxUmEN~L316 I ~ ~ ~ 5~8" X 12" ANCHOR BOLTS 4'-0" O.C. ~ GREENPORT, · 1t9~ ~ I TEL: 631-4~ 8624 I ~ I ~ 8" POURED CONCR~E FOUNDATION WALL ON ~ F~: 631-477 ~24 I~ I ~ ' X POURED CONC. FOOTING W/ K~AY SILL S~L A TERMITE SHIELD ~ OWNER GARAGE i 4" POURED CONCR~E S~B WITH 6X6 10/10 WWM ~ ~P~H, ~ 11378 ~ OVER COMPACTED FILL S~B ON GRADE ' , 4' CONC S~B WITH i i ~ 6X6 10/10 WWM u-, ~'-, -. OVER COMPACTED FILL I I PITCH S~B TO DOOR I$ I ~i Nk N.M ~q I/ ~ , HAUNCH S~B OVER HAUNCH S~B OVER I I ~ I ~ FOUNDATION WALL FOUNDATION WALL Ni I 12-2 CONCR~E FOOTING N 'I , ~. S~E: 1/4"= 1-0 24'-8" t FOUNDATION P~N FOU DA O SCALE: 1/C = 1'-0" ~N ~. NO ROOF ~ ADDITION 1X8 AZEK FRIEZE BOARD x TO THE 50 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS FBLT IN 120MPH REGION: 6 NAILS PER SHINGLE REQU D SHINGLES TO MATCH RESIDENCE 5/8" CDX PLYWOOD SHEATHING16,, 2X10 AND 2X8 ROOF RAFTERS O.O. NO INSULATION ~ FORI'E 1/2" GYPSUM BOARD ~ RESIDENCE 2'-0" AND 2'-9" VENTED ROOF OVERHANG ~ EAST MARION, NY WALL APRON: ~ 710 TRUMANS PATH 6" THICK POURED CONCRETE S~B 2"X4" ¢ 16" O.C. WITH 6X6 10/10 WWM 1/2" CDX PLYWOOD OVER COMPACTED FiLL ARCHITECT T~EK HOUSE WRAP ~, 12'-4' 12'-4" CEMENT BOARD SIDING TO MATCH RESIDENCE cwm cwT5 $ ¢  ~ ~L: 631-477 ~24 F~: 631-477 8624 -:.i ~ i i ~ I ~ OWNER ~ HOSE BiBS TO BE ] ~ ~ WORK BENCH CONNECTED 46-~ ~TH o I ~ ~ ' ~ 2X8 R.R. ~~ I TO EXISTING WELL ' ~Pfl"' ~ 11378 I I I ~- 1~" ~ I ~ ~L: 917-418-6451 -] -:-- ~ I I ~ O.C. _ ..... ' L _ HOSE~ BIB-- ~'-o' ~ ' ~I - ~ APRON ? ~ i t Iii ~ ~ I ~ I ~Jl ~ow ~- ' , ¢ o.~. I ~' ' ' - '~' LOFT - , ~ -, ,, ~ ~ ~ ~ 6'-2" 2x4 ~ ~6 .c. ~/~/2" ~ ~ ~ I ' _, I , ~ I ~ ' IIll// ..... u~ I (,) ~x~ ~os~ ~_ _ I ' ~ FLOOR P~NS 4'-8" ~ A-~ FLOOR PLAN LOFT 1ST FLOOR PLAN ~ ~,.~ STORAGE - LOFT t DN ADDITION TO THE /-~ ALUMINUM CAP, WHITE ~ ~-~IXSAZEKFRIEZEBOARD $ HURRICANE CLIPS EACH RAFTER i FORTE DOUBLE FRAMINO FOR FUTURE SKYLICHT~ ~-----~~ [ %¢,~.?~¢-~"~~ ~-----"~(2)2x4 TOP P~TE ~ RESIDENCE ~ 710 TRUMANS PATH ~ ~~ ~ ~ ~(2) 2x4 HEADER ,, ~ , , ~ ~.O.~X 315 5 ~-¢"¢ ~ ~ ~ ~ ~5-1/4X18 PARAL~M BEAM ~¢¢ ~ ~ ~' ,, EL: ~1-477 ~24 ~-~-'¢~ )~~~ _ ~ ~ ~ ~~ 2X8 R.R. ~ 16 O.C. ~ F~,. 651-477 8624 .~ / / - / It % %~ 1 ~ ~ OWNER ROOF OVERHANG ~-2-9 j~ ~ ~= ',,,, ~x I II 2-o ,, ~i ~ HEADER: ~ ~ ~ 2X8 C.J. 8 16" O.C. I , ]= (2) 1-5/4'X14'' LVL - : ON HANGERS ! i i i ~ STAIR: /= =/ ' I , , ~ ~ / ~ ~: 10/19/20~ , , ~, ,~/, ~ S~E: 3/8' = f-O' AZEK BEADBOARD SOFFIT, l'FP. ~2-9 4', * ' '~ '" ~ 2'-0" ,, ~= ,,,, ~... ,, I il ,~ ~ HEADER: ~==~/~ --- %-- 2X8 C.J. @ 16 O.C. I , I= (2) 1-5/4'X14" LVL ~'-~/ -~.. ~ ON HANGERS i ' °~ STAIR' /=~//~/ ~ BEAM: (2)1-5/4"X16" LVL i 'i ~ , ~ ADDITION ~ TO THE FORTE i ---- //'xk = ~ EAST MARION, NY //~xx ~ ~710 TRUMANS PATH I ~ ~ ~ ~"~ ill I];1 ~ARCHITECT ~ ! m ~N ~~K UE~N~L L ~GREEN~, ~ 11944 x ~.:: ~ OWNER / x ~ E~D FO~ ~ / ~ 46-56 ~TH ~D / ~ ~-- ~P~H, ~ 11378 / ~ TEL: 917-418-6~51 SOUTH ELEVATION WEST ELEVATION '~' . ~E: 10/19/2ffi9 S~E: 5/16" = 1'-0' NORTH ELEVATION EAST ELEVATION A-6 ~ ADDITION REQUIRED - 24" FROM EDGE i : HURRICANE CLIP-~ i TYPICAL. " ~ %-~ / ~---- StMPSON H2A ~ ~ ~ / HURRICANE CLIP NAILED FROM ~ -- / RAFTER TO STUD.-FORTE ~ '~ ~ / TYPICAL ALL RAFTERS ~ ~'~llllllllll~5 - 8d NAILS EACH END PROVIDE 80 COMMON ~ EASTMARION,NY ~ /NAILS @ 4" O.C. AT 710 TRUMANS PATH / /EXTERIOR EDGE OF ALL //SHEATHING' HEADER ~ ARCHITECT APA RATED PLYWOOD tO~ ~ Fink UELLENDAHL EXTEND TO TOP OF TOP i ~ P.O30X 316 PLATE. ' ~ GREENPORf, NY 11944 ~ lEL: 631-477 B624 FAX: 631-477 8624 ~ OWNER (2) 1 1/4" WIDE - 20 GAGE ~ EDW,~D FOBE METAL STRAPS AT DOOR FOR .~, 46-38 54TH ROAD R.O, FOR GARAGE DOOR HEADER TO STUD CONNECTION=~ ~SPBH, NY 11378 WITH TRIPLE JACK STUDS ~ T[L: 917-418-6451 INSTALL SIMPSON HTT16 TENSION TIES AT JACK STUDS AT GARAGE DOOR U ; ACQ SILL PLATE J~*'~' U ' ToP OF FOUNDATION WRAP + NAIL STRAP-~-~ ' AROUND SILL PLATE AT ANCHOR BOLT % , I 1/4" WIDE - 20 GAGE /5 - 8d NAILS METAL STRAP @ 48" OC. 8LAB ON GRADE ~ , MAXIMUM. J (2) #5 REBARS~ ~ /---NAIL SHEATHING TO SILL PLATE ALUMINUM TERMITE FLASHING :, :.,.;: ...~,,.-.:~--:v 8".P,,C,FOUNDATION ~,/? ~5/8" X 12" A.a. @ 48" OC. .,~..f..'.:~.; ~ :_~:.?¢.¢:~';..~-..¢' ~..,~..~.~t.~:,; ,~:~.,'~ .,.,~,, ../.~:., ¢. ::.;. !., ...,...: .., ..:,. ,~,: ,~:_ ~. ..., ~. -, W/ 1-4" X 8" CANT, FTO. ~'~ ./ FENDER WASHER. :':'"':.""'" ...... "¢'.'::;:'- ....... , ..... ';z.";' "~ "-' ................... . .... ~... ~ (max, 12" from end of sill plates) ;*'"'~"*' :* '~; ~":" '?: *" ''~:" I ,. ~,,~= ~ SC~: ~S (3) #4 REBARS ~. ~/~/~, . ~ CONNECTORS CRITICAL PATH HOLD DOWN + SHEAR CONNECTION CRITICAL PATH FRAMING NOTES NAILING SCHEDULE TABLE WFCM ADDITION X TO THE [~_ Joint Description / Nail SiZeS I Noll Spacing I ROOF FRAMING 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED Rafter to Top Plate (Toe-nailed) - Wall Height: 10 ft, Spacing 16' O.C. (Table 3.3A) 4 per fa.fi,er DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR X C~eiJing Joist to ~op Plate |Toe.nailed) , .~ n/-'l8d BETTER. per jma ceiling Joist to ~'arallel Rafter (Face-naheaj n/] eac,h !ap ~Cei!ing..jois, t ~P,S, ov~,[r Partitip, ns,~(Face-naged} n/] each lap 2. ALL SHEATHING TO BE ARA RATED, EXPOSURE 1, 5/8" L,o,ar lie to ~arter,.Lrace-naikea) per,tie . MIN, THICKNESS OR AS NOTED, Blockingto R,ter ,,o,-,o,ed,. each .a FORTE Rim Board b Rafter (End-nailed) 2 - 16d each end 3. ALL SUBPLOORING TO BE APA RATED STURD-I-FLDOR, EXPOSURE M,N. TH,CKNESS. ALL EDGES OF RESIDENCE PL~OOO TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Top Plete to ToR Plate (Fac~-ooiled) . 2 - lad ...per fo,at .. Top Plobs at ~ntersedions. (Face-nailed) 4 - 16d jmnts-~ecn s,ae ~ EAST MARION, NY Stud to Stud [!'ace-naiiedI 2 - 1Bd . 2~- D.c. 4. ALL HEADERS 6'-0" AND O~,R_oS. HALL BE SUPPORTED Header to Header (Face-ha ed} 16d 16 D.C. dong edges WITH DOUBLE UPRIGHTS, AND OVER WITH~ ~710 TRUMANS PATH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Top or Bottom Plate to Stud (End-ndled) 2 - 16d per 2~x~4 stud MINIMUM OF 2-2XB OR AS SHOWN ON DRAWING. 2 - lad per zxo stud 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 2 - 16d per 2xB stud ~ ARCHITECT ~ANDB'-D'FLOORo.c.BEAMSMIN.AS PROVIDEPER N.Y.S_. CODE2 SPAcEORFoR AS NOTEDAiR Bottom Pirie to Floor Joie~,adndjoist,Endjoist or Blocking (Face-nailed) 2 - 16d per foot ~ FR~,IK P.O.BoxUU'LENI~HL316 QRCULATION IN ROOFS. F O©R FRAMING ~ ~REENPORT, I~' ltg'N B. DOUBLE FRANING AROUND ALL OPENINGS ( skylights, J~ds, f to ,Sill~ Top Plato g,r ,~irder (Toe-nailed) 4- Bd per.joie~. ~ FAx:TEL: 631-477651-477 ~riaaing to uolst (.Too-nehea~ 2 - ad oocn eno stairs etc. ) OR AS NOTED ON DRAWINGS. ~B!oc,~ing !o Joist (T.pe-nag,ed')~ -, ,., 2 - ad ooch end moc~ing,.to Sill or/op,Plme ~ ]oeEnoi~ea) 3 - 16d ooch block ~ OWNER 7. DOUBLE UP ERAMING UNDER ALL POSTS AND PARALLEL L,~ger~t, rip, to B, ea.m ~Facg-naile!J)., 3 - 16d each ioiel PARTITIONS OR AS NOTED ON DRAWINGS. ~olst on Leager to ~am uoe~na,oo) 3 - ad per ia!s! ~ EB/#~RI) FORTE ~ond Joist to Jokt (E. nd-nailed),., ,., 3 - 16d per ~o,st ~ 46-~6541H RDAD ~. ALL FLUSH WOOD CONNECTIONS SHALL DE FASTENED ~nd Joisf to Sill or Top Plate uoe-nahea) 2 - 16d per foot I~IASPEJH, ~ 11378 WiTH RATED ~LVANIZED METAL CONNECTORS BY ~!. "TECO" OR APPROVED EQUAL. Roar S-~E;~T'd NO~ ~'J~,i,~ Structural Panels ad 4" o.c. ,oe rimeter zone~ ~?>~: 9. NAILING SCHEDULE SHALL BE AS PER THE N.¥.S. panel, t2" o.c. interior ~' ~ ],~,}~L~ BUILDING CODE AS A MINIMUM. ALL 2XB STUDS of panel ~ r- SHALL RECEIVE 5-10D HAILS AT SILL AND PLATE. Diagenel,Boar~ ShooJ, hlng ALL EXTERIOR HAILS SHALL BE gALVANIZED. I, x 6 ,or I x B" 2-ad perPer suppod'~ ~ ~, ~ j~ ~.~ [~j~,.j~ l/,->/~, ' ~ 1 x 10 or wider 5 - ad suppont ~ 10. PLYWOOD SHEATHING TO BE HAILED WITH 8 d ~ 4" INTERMEDIATE. G psum Wa,board ed e/,O',eld 11, ALL INTERIOR AND EXTERIOR FINISHES, FLASHING WAL SHEATHING AND WAIERPROOFING SHALL BE BY ARCHITECT. Structural Panels 8d 6" edge / 12" field Fiberboard Panels RDOE HA,ERS SHA BE A=ACHED TO PLA= CONNECTORS BY "'rEaD' OR APPROVED EQUAL. FOR 25 32" ad 3 edge 6" field ..~ TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER ,~OIST TO GIRDER Gypsum W, ollboord 5d 7: edge / 10" field CONNECTIONS. Hordboora ad 6. edge ~ 12" field Particieboard Ponds ad 6 edge 12" field 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Diagonal Board Sheathing PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL 1: x 6".or I" x 8" 2 - Bd par suppont PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 1 x 10 or wider 3- ad per supped HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. WEB F_OOR SHEATHNC STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND Strudural Panels B" Bg~INfi POINTS AT A MINIMUM. 1" or less 1" ad HANDLING, STORAGE, AND ERECTION OF greater than 1Od ed,gaRage/'/1.~",field~ field =~~ ~ DA'E: ~0/1g/2009 COMPONENTS SHALL BE AS PER I~NUEACTURERS SCALE: RECOMMENDATIONS. Diagonal Board Sheathing l:x B" ar l'x 8" 2 - ad per suppa~ ~ FRAMINg NOTES 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF ~/2' DIA. 1 x tO" or wider 3 - ad per suppani~- Nailing Schedule DALVANIZED ~CHINE BOLTS ~} ~2' O.C.. .Nailing reclukements are based on wall sheathing nailed B' on-center at the .panel edae. If wall sheathlna is nailed j .. 3 ooqc,enter at the panel edge to obtain higher shear capacities,nailing regu,rements ,or structural members shall ,=.~ ' ~,// be doumed or alternate connectors . such as shear plates sba, be used to maintain he oad path~ aW& I When wall shoothina is continuous over connected members, the tabulated number of nails shall be permitted to ~_~' 12' +_J2" 1~ be reduced to 1 - l'~d nail per foot. A - ~ ...... @~ DWC. NO 2LJ x2.ZZ2 'x NOTES: 22.2 X X2-2~ X2.2~ ~,x~2-o S 21.8 X 25.0 ELEVATIONS ARE REFERENCED EXISTING ELEVATIONS ARE EXISTING CONTOUR LINES FI ~I I FIRST FLOOR G.FL. - GARAGE FLOOR T, W. TOP OF WALL B.W. - BO'~IOM OF WALL TO N.G.V.D. 1929 SHOWN THUS:~,o ARE SHOWN THUS: DATUM SURVEY OF PROPERTY SITUA TED A T F, AST MARION TOWN SUFFOLK S.C. TAX OF SOUTHOLD COUNTY, NEW YORK No. 1000-31-12-05 . 20' SCALE 1 = NOVEMBER 28, 2005 AREA = 20,157.63 sq. ff. (TO TIE LINE) 0.46,3 ac. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURV'~ IS A VIOLATION OF SEC~ON 7209 OF 1ME NEW YORK STATE EDUCA~ON LA'~ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SUfWEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPAN(, GOVERNMENTAL AGENCY AND LENDING INSTIrUTION LISTED HEREON, AND TO THE ASSlGqEES OF THE LENDING INSTi- TUTION. CERTIIrlCATtONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHTS OF WAY AND/OR EA,~;EMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT CUARANTEED. PREPARED [N ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIA.LS. APPROVED AND ADOPTED FOR SUCH USE BY NEW YORK BTATE LAND EITIE ASSOCIATION. N Y.S. Lic No. 4966 J Ingegno Surveyor title Surveys -- Subdivisions PHONE (6~1)727-2090 QFFICES LQCATED AT 522 ROANOKE AVENUE RIVERHEAD, New York 11901 - Site PEons Construcbon Luyc FDX (651)727-1727 MA/LING ADDRESS P.O. Box 1931 Riverhe~d, New York 11901