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HomeMy WebLinkAbout33358-ZFORM NO. 4 TOWq~ OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Tow~ Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33946 I~te: 09/14/09 TI{IS U~RTIFIES that the building ADDITIONS Location of Property: 2530 I~tUREL AVE SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax ~ap No. 473889 Section 56 Block 1 Lot 2.20 Subdivision Filed ~4ap NO. __ Lot NO. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 27, 2007 pursuant to which Building Permit No. 33358-Z dated AUGUST 29, 2007 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 THREE CAR GARAGE ADDITION B/ND DECK ADDITION WITH HOT TUB TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to ROLAND & KAREN GR3%NT (O~rNER) of the aforesaid building. HL~FFOI~ C~DLR~fDEPART~T OF ~L~{~PROI~kL N/A ELRt-£~ICJ%L C~RTIFIC3%~ NO. 3048121 03/04/09 PLOq~B~ C~RTIFICATION DA'r~3 02/03/09 T.L. TUTHILL HEATING SERV Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCC~ This application must be filled in by typewriter or ink and submitted to the Buildit L~[ ,t~.'~ ,, .c "= JPAI~CY A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I. 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. Ifa 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 New Construction: ~' Old or Pre-existing Building: LocationofProperty: '~3"~0 L--t~.LL~'~¢~L- ~-.- / House No. Street Owner or Owners ofProperty: ~/X~x,~',~ ~ ~9~0L./:~,3~ Suffolk County Tax Map No 1000, Section ~000 Date. (check one) Hamlet Block Subdivision PermitNo. '~'~3~8 Z Date of Permit. Filed Map. Lot: Applicant: ~/~'c,~,.~ ~:x~.~'~- Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: (check one) Applicant Signature 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. 33358 Z Date AUGUST 29, 2007 Permission is hereby granted to: ROLAND & KAREN GRANT 2530 LAUREL AVE SOUTHOLD,NY 11971 for : GARAGE ADDITION & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 056 pursuant to application dated AUGUST Building Inspector to expire on FEBRUARY 2530 LAUREL AVE SOUTHOLD Block 0001 Lot No. 002.020 27, 2007 and approved by the 29, 2009. Fee $ 200.00 Authorized Signature ORIGINAL Rev. 5/8/02 F~OM : SAFETY QdEST LIMITED FAX ND. : Jan. 29 ;~09 08:54AM P2 CERTIFICATION ('Please print) (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. N~ P~ic,~ M N~w Y~k BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD Of FIRE UNDERWRITERS BUREAU Of ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by SABAT ELECTRIC ROLAND GRANT 50 PAT LANE 2530 LAUREL AVE. MATTITUCK, NY 11952, SOUTHOLD, NY 11971 Located at 2530 LAUREL AVE. SOUTHOLD, NY 11971 Application Number: 3048121 Certificate Number: 3048121 Section: Block: Lot: Building Permit:0 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Attached Garage, Outside, A 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 authority having jurisdiction, and found to be in compliance therewith on the4th Day of March, Z009. Name QT~ Rate Rating Circuits Typ~ Service Service Disconnect: 2 150 cb ServicelPhase3w Service Rating300Amperes Wiring And Devices Fixture 5 0~U~. L~'~ ~ ~ ~ I~~Flcandescent Fixture 9 0 r'~' ~ II I ~ ~'~/~ ~ ~-~.~.~.~..~ uorescen, Outlet 13 0 ~ ~en, Purpose Outlet 14 0 xture Receptade 2 0 I' ! ._ 9 a~ Receptacle 11 0 t L ~R '" Gee, urpose Switch 7 0 ~ Gen, ~urpose seal I of I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~"FOUNDATION 2ND [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSlIIUCTION[ ] FIRE RESISTANT PEN/ETRATION REMARKS.-- ~~,~r~,,?'~/ ~'~ ~ DATE ~ INSPECTOR ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FRAMI~ [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CON~STRUCTION /[ ] FIRE RESISTANT PENETRATION REMARKS:~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI/ON [ ] FOUNDATION 1ST [~ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CON~"RUCT/~N [ ] FIRE RESISTANT/h, PENETRATION REMARKS: ~-~~/' DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [~NSULATION []FRAMING/STRAPPING [']FINAL []FIREPLACE&CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~/~-~ ~ DATE~0~ INSPECTO~~/~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ) FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION [ ) FIRE R~ISTANT CONSTRUCTION [ ) FIRE RESISTANT PEI4~TRATION / DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ] FRAMING / STRAPPING [ ] INSU~.ATION [/~NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS:(~)~/~ ~(~ /~7~ ~¢ TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING [ ] ROUGH PLBG. [ ] I~JLATION [/.~FI NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ~REMARKS: ~ ~ DATE INSPECTOR /~~ -~ !FIEI~ 12N'SPI~CTION REPORT I DATE ~o~o~(~s~ ~- ~ ...................................... /1~1~ __ STATE ENERGY CODE TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. north fork. net/Southold/ PERMIT NO. Examined ~/~ ,20 02 Approved /,~, 20 ~ 7 / Disapproved ~c Expiratkm ~LD,~,. DEPT. T(2WN OF SrWTHO'-D BUILDING PERMIT APPLICATION CHECKLIST De you have or need the fo owing, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form S ' N.Y~ DEC. Trustees Contact: ~'~ ,a ~' ~'"75"-r ~'7%~' q V ~-. Mail tu: Phone: 7o/'5% 5J~/'5 ~5 ~ ~lnspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in iuk and submitted to the Building Inspector with 3 sets of plmrs, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings ou 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 Pernrit 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 itt whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Ever), buildh~g pemfit shall expire if the work authorized has not commenced within 12 months after thc date of issuance or has not been completed within 18 months t'rom 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 thc Building Department for the issuance ora 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 buildiug for necessar), inspcctions~ 2~.~. ~ (Signatm'e of applicant or name, if a corporation) (Mailing address of applicant) Name of owner of premises State whether applicant is o~vner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder (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. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision .g-a,,( /-~'~ ~-~s r~d (Name) Block / Lot Filed Map No. ~ ~ ! Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~'tx.-'-,Fc z_ r~-~.~/c>,~' '~'(~'~-- / b. Intended use and occupancy 3. Nature of work (check which applicable): New Building. Repair Removal Demolition 4. Estimated Cost 77 /'~g:~ Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition Other Work Alteration (Description) (To be paid on filing this application) 6Y~o ,~ Number of dwelling units on each floor If business, commercial or mixed occupancy, specil3' nature and extent of each type of use. Dimensions of existing structures, if any: Front 74/ Rear Height ,~ ~ ' Number of Stories -'F-z..c/-? Dimensions of same structure with alterations or additions: Front Depth Rear Depth 4 ¢ ' Height , ~o ' Number of Stories '7~q[ ~ 8. Dimensions of entire new construction: Front Rear ..Depth Height Number of Stories 9. Size of lot: Front /5~0 Rear / 5~'0 .Depth ~ 7~0 10. DateofPurchase ~ Z~-~ Name of Former Owner /~q~ ~/2~5~'~q 11. Zone or use district in which premises are situated ~' - ~ ~ 12. Does proposedconstructionviolat~anyzoninglaw, ordinanceorregulat'on?YES NO / 13. Will lot be re-graded?" ~YES [/ NO Will excess fill be removed from prenuses? YES /NO __ 14. Names of Owner of Name of Architect Name of Contractor Address ,.~o'-7~//~(---~z~ Phone No. Address ~-~Sdd~T_,~z~:' Phone No Address Phone No. v I l ~ __ 15 a. Is this property within 100 feet cfa tidal ~ et and or a freshwater wet and'. *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE RflQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, DEC. PERMITS MAY BE REQUIRED. 7~5~ 16. Provide survey, to scale, with accurate foundation phm and distances to properly lines. 17. If elevation at any point on proper~ is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY 0 F_'5~;~,~o~ K..) ~.~ ~'/.,~- ~/~r2-~-'~/· ~'"~7~.~4 .~ ~¢5'", .icing dui3, sworn, deposes and says that (s)he is tile applicant (Name of iudividual signing contract) above uamed (Contractor. Agent, Corl)oratc Officer, crc.) of said owner or owners, and is duly anthorized to perfom~ or have performed the said work and to nmke and file this application; that all statements contained in this application are true m thc best of his l~owledge and belief; and that file work will be performed in the rammer set forth in file application filcd therewith. Notary Public' NOTARY PUBLIC, NeW York No. 4730095 Qualified - Suffolk County Comm. Expires July 31, ~o7,0 _ Sworn to before me this _ ./ day of ff'v' t/x'7" 200 7/ Signature of A~plicant Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER~ GRADING; DRAINAGE AND EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. item Number: (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all un-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces,) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIow! Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade involving more than 200 Cubic Yards of Matedal within any Parcel? 1 2 3 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Ye~s Nc, 5 6 7 8 9 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vedical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or Ihe Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain 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 Submitted for Review Prior to Issuance of Any Building Permifl EXEMPTION: Ye~s N~o Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requlredl __ / STATE OF NEW YORK, ,.~ ,. COUNTY OF ..,.,.?.,&'..,/~.~.~...~.'T ........... SS . That I, , ..~...~....~......~.. .........~..?....~..~ ~ ~ bch~g duly sworn, deposes and says dmt he/slse is the appficaJ~t for Penmt, (Name of individual signing Document) ~d that be/she is the .............................................. ~..~....¢.-.~.~..'...~....~.~.,4f..~.: .............................................. (Owner, Co~t~actot, Agent, Corporate Oificer, elc.) Owner and/or representative of the Owner of O~vner's, and is duly authorized to perform or have performed the said work and to m;&e and file this application; that aJl 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 api)licafion filed herewith. Sworn to before me this; ...............................................¢ -- --' NOTARyay° ,bta',.~Z Strung...'..... 20pUBLiC. New York ..... Notary Public: ....~...~...'~-....~...,...,N~.0..9...5. ......................... / Qualified - Sl~folk County Ccmm~ E×p!rc: ~-'!y 31, ~r~, , FORM - 06/07 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWN~ER S~T-R~ET PROP. C~SS FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD ~OO~AND. ~EPTH U~ADOWUAND BULKHEAD HOUSE/LOT TOTAL 56-1-2.20 9/04 COLOR Z~ X ;L7~ I(,,'2A* /4~,-.~_ ~ C.? I / /"- '"~"'~ Foundation C~ Bath Dinette Extension I ~ x ~q ~/~ ~ ~' ~ ] ~ } ~ Basement m*WL Floors Kit. Extension Ext. Walls Interior Finish L.R. b~ / ~ ~ ~ ~ ~,~ /~ FirePlace ~ Heat ~ Z~ D.R. Patio Woodstove BR. Porch Dormer ~. ~T ~eck ]~ g /~ ~ /~ ,~ ~ Altic Breezeway Rooms 1st Floor ~.r.~e ~/~=E~Z /,~ ~ ~rivew.. .oom.~.,~,oor O.B.. Pool ~ ~o~ ~ Extension Extension Fxt~n~inn Foundation Basement Ext. Walls Bath Floors Interior Finish N N75.38'5°'E 53' AREA=40,518 SO. FT.~ LO1' ~5 CER T/FIED TO: ROLAND GRANT KAREN GRANT 2'70.08' SURVL~Y OF PROPERTY ,4 T ARSHAMOMOOUE TOFN OF $OUTHOLD SUF?OLK COUNTY, N.Y. lO00-56-01-R. RO SCALE: 1%30' JUL ¥ 26, 2007 JANUARY 29, 2009 (FINAL) LOT ~.6 · =REBAR ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF. SECTION 72090F THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF' SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF' THE SURVEYOR [4q"iOSE SIGNATURE APPEARS HEREON. LOT NUMBERS, REFER TO"~'.~I,~,~-:'~AP OF LONG ~OND ESTATES, ~.~' ~ ~ iN THE SUFFOLK COUNTY CL~K~bF~/~ ~O~M~¢~ 2a ~0 AS FILE NO 9031. ~ '~ ~ ~ ~ . ~ '~;~ ~"'o FAX (~) 12~0 TRAVELER STREET FOUNDATION NOTES : t. Ali footings shall bear upon undlstudoed soil hiving an assumed bearing capacity of 4,000 p.s.f. gearing capacity of soil Is to be verified by the contractor prior to placement of footings. 2. The Contractor is to verify Iii field conditions prior to beginning of construction and Is to report any and ltl dtacrlpanslea to the Architect Immediately. 3. All construction mult comply with all national, state and local codas, latest editions. 4. AJlconcreteconstructionmuatcooformtetbeAmerlcanConcretelnstitute's "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ALI - 318, latest edition. $. All masonry work shall conform with "NATIONAL CONCRETE MASONRY ASSOCIATION STANDARDS" latest edition· 6. The ultimate compressive strength of concrete at 25 days will be: Fouedatlon & Footings 3,000 p.s.i. Floori & Slabs 2,500 p.s.I. 7. All concrete slabs will have exp~anaion and control Joints as required. 8. All foundation walls must have Ye" diameter by t0" long (minimum) galvanized anchor bolts for P.C. foundations or 18" long (minimum) galvanized anchor belie for C.M.U. foundations with 3" x 3" x %" washet'a and properly sized nuts spaced no greater than 6'- 0" on center with a minimum penetration of 7" Into concrete or 15" into C,M.U. Anchor bolts to be placed 4" In from te0e of fouedatlon wall, 12" max. from corners and 6"min.- 12" max. from ends or splices of plates. 9. All post footings must have proper post anchors "Z-MAX" coated and Imbedded 10" (minimum) into concrete footing 'ENERGY C0N~ERVATION NOTES: t. This residence addition has been designed for end meets all the mquiremente of Chapter f t of the New York State Residential Code and Chapter 5 of the New York Stats Energy Conservation Construction Code. % of Glass = Area of glIiS$ In sq. ft. ti,ti2 6.3% glass Area of sidewall in sq. ft. 167 2. All doors with glazing and windows, th have insulated glass, thermal break, weather- stripping and be fla~hed es required with a maximum "U" value of .40 (minimum "R" value, of 2.8) and · maximum infiltration rate of .30 cfm per square foot. 3. AIl opaque exterior doom to be insulatedl thermal break, westherstripped and flasl~ed~ as required with a maximum "U" value of .36 (minimum "R" value of 2.9) and a maximum infiltration rate of .50 cfm per square foot. BUILDING PLANNING DESIGN CRITERIA Design Loads / Design Loads Ground Wind Seismic Dead t Live Snow Oazlgn Roof Attic Floor Floor Roof Attic Floor Floor Load Speed Exposure Category psf I psf I 2 psf I r p./ ~t I P~f I 2psf 1 psf mph toI10Inla { 15 I 45 20 nla 40 45pal 120 I . I B SubJec~ to Damage From IWinter Design [ Ice ShlMd I FloOd Temp. Underlsyment Hazards Weathering Frost Line Termite Decay Severe g" Moderate Sti~httModerate 11 Deorees ReqUired "x" __ GENERAL PROJECT DATA - Nature of the Work I Buildiqg Use I Occupanf:~ Classification I Building He~h_t I Fire Ama I Construction Type I Design Criteria Al~-er~tion~,.~i{i~niSingi~d~l~R~s,dencei -- '~T~ ~ - 19~e~ -'{i,100~.~.[ .... ~ ..... j. -- -- ~l~h ~nd EdiSon I I t i ,® L PLUMBER CER. TIFICA T/ON ON LEAD CONTENT BEF(2RE CERTIFICATE OF OCCI a~?cOLDER USED PPL Y SYS TE/v~ (,,:',~ EED 2/10 C; PLUMBING ALL PLUM~INC~ WASTE & WATER LINES NEED TESTING BEFORE COVERING NOTE: ALL POSTS SHOWN ON THE DRAWINGS MUST BE SUPPORTED WITH SOLID.EARING OF THE TOWN CODE, BELOW WHICH IS CONTIOUOUS OOWN TO FOUNDATION WALL, pIER OR STEEL.COLUMN IN L OCCUPANCY OR, ALL CONSTRUCTION SHALL <^~;,,-r,~,,-~ ~'~-~'~-~" ~'~'~ ~' ~ U C Iq Ilkll AtAICI II MEETTHEREQUIREMENTSOFT~ $ ~c~" S~ ,u u{~VVFUL CODES OF NEWYORK STATE. < WITHOUT CERTIFICATE ," ~~. I/4'= I'-~ .... ~'~; ~/~" ~ I -~" RETAtNsTORMWA~RRUNOFF ~ PURSUANT TO CHA~ER ~6 ~ BASEMENTANDIOR CRAWL SPACE AREAS. NOTE: . - ,' ,~ "', ~, ' ~'~ ' CONT~CTOR MUST CONFIRM WITH OWNER THE E~CT MANUFACTURER AND SIZE OF ALL ~ ~:~ ~ NOTE: ENTIRE PERIM~ER OF FOUNDATION TO HAVE CO~INUOUS MEMB~NE WATERPROOFING WINDOWS AND DOORS, PRIOR TO F~MING ANY ROUGH OPENINGS' =v,..,.. ~..~ ~-. , ~'r*~ ~% SYSTEM INSTALLED AS ~NUFACTURED BY "G~CE", "CARLISLE" OR APPROVED EQUAL ' ............. ~ ~ ' ' - ~. NOTE: 6ontracthrtopmvideandinstall '*"di.eter byi0"long(minimum)galvanlzedan~or,**,o, NOTE. - EXISTING WORK ~ . *'~ ~ P,C. foundations or 18" long (minimum) g~lwnlzed ~nchor, bolta, for C.M U; foundstions, with ~" x ~" x ~;~" ,, EVERY ROOF F~M NG MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL TO REMAIN - ~..~ . ' ~v A ~ ~ washersandpropeHysizedn~slpacednogreaterthan'~-0 oncenterwl~aminlmump n ' ~/~ ~ 44 · etratlon of 7 CONNECTION MADE TO THE SUPPORTING TOP P~TE OR GIRDER ~ PER CODE ,, ,, ~ 0152 into concrete or t5" into C,M,U. Anchor bolts to be placed 4 in from face of foundation wall~12 max. CONNECTORS MUST BE GALVANIZED OR STAIN~SS STEEL AS MANUFACTURED BY ......... / . ~~~ from corners and 6"min.- 12" max. from ends or splices of plates. . "S MP5ON STRONG TIE" S~ED AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS NEw WUKA IU _ ~ ~ ,, SPECIFICATIONS. . BE INSTALLED ~ ~ ' EXlSTINO WOrn(LEGEND TO BE.E OWD-- -- a chi ec EXISTING WORK -- SC*L~ ~ ~l~ ~-~+~ I~u~~ TOREMAIN ~ 1230 Travel.er Street Southold N.Y. 11971 NEWWORKTO_~ ~ ' 631 -765 5455 o,~w,,V ~' '/ BE INSTALLED, 'r J NOTE: PROVIDE AND INSTALL "ICE & WATER SHIELD" AS MANUFACTURED BY GRACE OR GAF "STORM GUARD" AT ALL RAKE EDGES, EAVES, VALLEYS, HIPS. AND CHANGES IN ROOF PITCH, ,Ill lllll NVP_~ -'Y ,I ®, I II II I1® II Ii I1®I I( I lIG B-A~T P.--- L--- ~V~x,-T- I ~ N4 NOTE: ALL POSTS SHOWN ON THE DRAWINGS MUST BE SUPPORTED WITH SOLID BEARING BELOW WHICH IS CONTIOUOUS DOWN TO FOUNDATION WALL, PIER OR STEEL C~)LUMN IN BASEMENT AND/OR CRAWL SPACE AREAS. NOTE: EVERY ROOF FRAMING MEMBER MUST HAVE A HIGH WIND RESISTANT MECHANICAL CONNECTION MADE TO THE SUPPORTING TOP PLATE OR GIRDER AS PER CODE. CONNECTORS MUST BE GALVANIZED OR STAINLESS STEEL AS MANUFACTURED BY NOTE: Contractor to provide and install Y2" diameter by t0" long (minimum) galvanized anchor bolts for P.C. foundations or 18" long (minimum) galvanized anchor bolts for C.M.U. foundations with 3" x 3" x %" washers and properly sized nuts spaced no greater than 6'- 0" on canter with a minimum penatration of 7" into concrete or t5" in~o C.M.U. Anchor bolts to be placed 4" in from face of foundation wall, 12" max, from coroers and 6'min.- t2" max. from ends or sptices of plates, architec,t 1230 Traveler Street Southold N.Y. 11971 ~631-765- 5455 "SIMPSON STRONG TIE",SIZED AND INSTALLED N ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS, f '0' / / C N : 3. Electrical e,Yt~atatee~, to provide odaqulte service and circuits f°r all imposed I°ads and equipmeat aa required °r dlmofed by nar. 6. Provide e~de- eixe thndlng conduutor, for any equipment. 7. Wiring Mlthodl: Above slab, use ~MEX" or 'EX" where permitted by National, State and Local codes, 6. Conduit. where redufi~hMI be galvanized end sized in accordance with National Eleofrlc Code. 10. Provide -De=ora" ~tyle e/has, receptealea, telephone, cable media & "smart receptacles" for computer devices with resF~cfive covers In~rs aa directed by the Owner. t3. provide adequate receptacle~ connections for MI appliances as well ae venting of clothes dryers and exhaust t auth of all flxturea, dav~ t5. Submi nd equipment for approval prior to ordering, 16. E ectricat ContraMor ibatl f~l~eferflficata of Inlpeetion from the Goard of Fire Uoderwrltere upon =omplefion of the work under hie coati ' -~ertRicata shall Indicate the approval of the work Inetalled and of the complete nt of the Drawings an~ 17. It ia the nth ificatlons to prov de a comp ore and operational eleofrZcal system weather · are edown or ImplJ details of earn I labor and materiala required to produce thio end result shall be Inoludod 18. Any reference to "~ per Owns¢' O~llrectod by Owl~er" retera to Roland and Kamn GranL ELECTRICAL LEGENID SURFACE MOUNTED INCAN~)ESCENT FIXTURE PORCELA N LAMP HOLDER OR AS SELECTED RECESSED INCANDESCENT MOHTIN~G FIXTURE HALO #H-5 WITH #5010W TRIJM (H-1489-t951 WP) OR APPROVED EQUAL SURFACE MOUNTED 2' X 4~ FLUORESCENT UGHTING F~XTURE THOMAS WATT WA~TCHER 3 LAMP 40RS CALUMET WRAPAROUND O!R AS SELECTED BY OWNER UNDER CABINET STRIp LOW VOLTAGE XENON LIGHTING FIXTURE OR AS SELECTED BY OWNER EXTERIOR WALL BRACKET FIXTURE AS SELECTED BY (~WNER 150 WATT PAR EXTERIOR FLOOD LIGHT FIXTURE OR AS SELECTED BY OWNER WALL MOUNTED SWITCH "DECORA" ~OCKER STYLE OR DIMMER - SINGLE POLE, MULTI-WAY OR OCCUPANCY SENSOR A~S DIRECTED BY OWNER WALL MOUNTED 110V. DUPLEX RECEPTACLE "DECORA' STYLE LOCATIONS AND MOUNTING HEIGHTS TO BE CONF]HMEC WITH OWNER TELEPHONE JACK - QUANTITY AND FINAL LOCATIONS TO BE CONFIRMED WITH OWNER NEW INTERCONNECTED FIRE DETECTION DEVICE WITHAUDIBLE ALARM INSTALLED AS PER CODE DEVICE TO BE MOUNTED A~' COUNTER HEIGHT DEVICE TO BE WEATHERPRIOOF WINDOW SCHEDULE SYM QTY TYPE R.O. SIZE GLASS VENT "U" MFG. BY CATALOG # REMARKS WIDTH HEIGHT SQ. FT. SQ. FT. VALUE New clad Narrow Line ANDERSEN WHITE VINYL CLAD, LOW-E H.P. GLASS & %" SDL CUSTOM A 2 double hung. 2' - e" 4'- 1 1/4" 6.78 3.83 0,34 200 SERIES 24310 GRILL. MARINE/COASTAL UPGRADE AND IMPACT __ RESISTANT GLASS COMPLIANT WITH NYE BUILDING CODE New (;led Tilt-Wash ANDERSEN WHITE VINYL CLAD, LOW-E H.P. GLASS & %, SDL CUSTOM B 2 double hung. 2' - 6" 3'- I" 4.40 2.56 0,34 400 SERIES TW24210 GRILL. MARINE/COASTAL UPGRADE AND IMPACT RESISTANT GLASS COMPLIANT WITH NYE BUILDING CODE New cled Narrow Line ANDERSEN WHITE VINYL CLAD, LOW-E H.P. GLASS & %" SDL CUSTOM C 2 double hung. 5'- 8" 4'- 1 1/4" 15.78 8.82 0.34 200 SERIES 28310 GRILL. MARINE/COASTAL UPGRADE AND IMPACT __ ~ __~L ........... RESISTANT G_LASS coMr~LIANT WITH NYE BUILDING CODE -- 2. 3. GENERAL NOTES: Contrac~ora work is to conform to all'local ordinances and NYe Building and Energy Conservation.Code, latest edition(si. All Electrical, Plumbing and 'HVAC work shall be governed by ell National, Stata and Local Cobol, latest edition(s). Contractor to supply and install fire detection devices as per code and carbon monoxide detectors ss per Suffolk County Sanitary Code "5760-1021". All connections of water supply lines ara to be made with 9SI6 solder as approved by Suffolk County Depaffment of Health Services with ce~t~csth of compliance provided upon completion, DOOR SCHEDULE SYM QT~ TYPE SIZE GLASS VENT "U' REMARKS WIDTH HEIGHT THICK SQ. FT. SQ. FT. VALUE MFG. BY CATALOG # EXTERIOR SWING AS AS FIBERGLAS, INSULATED, LOW-E H.P. GLASS, FULLY t 1 ENTRY 3' - 0" 6'- 6' 1-3/4" NIA N/A 0.33 SELECTED SELECTED WEATHERSTR{PPED, SOLID BRASS HINGES --~ MIN. BY OWNER_. ~Y OWNER EXTERIOR SWING AS AS FIBERGLAS, INSULATED, LOW-E H.P. GLASS, FULLY 2 t ENTRY 3' - 0" 6'- 8" 1-3/4" N/A NIA 0.33 SELECTED SELECTED WEATHERSTRIPPED, SOLID BRASS HINGES MIN. GY OWNER BY OWNER STEEL STEEL INSULATED OVERHEAD DOOR WITH ELECTRIC 3 3 RAISED PANEL 9'-0" 7'-0" 2" N/A NIA NIA CLOPAY 4300 OPERATOR INCLUDING KEYPAO AND REMOTE. COLOR, OVERHEAD SERIES STYLE AND FINISH AS SELECTED BY OWNER INTERIOR SWING AS AS PREHUNG "B" LABEL, FIRE RATED, SELF CLOSING UNIT. 4 I PREHUNG 48 MIN. 3' ' 0'' 6' ' 8'1 1'314'' NIA N/A N/A SELECTED SELECTEO STYLE, MFG., HARDWARE AND FINISH AS SELECTED BY FIRERATED GY OWNER 8Y OWNER OWNER INTERIOR SWING AS AS PREHUNG, RAISED NIP, STAIN GRADE, CLEAR FRAME UNIT, 5 1 RAISED PANEL 2' -- 8'1 6' ' 8" t '3/8'' NIA N/A N/A SELECTED SELECTED TO MATCH EXISTING AS SELECTED SY OWNER, PREHUNG BY OWNER BY OWNER CROSS SECTI(~N END VIEW LATERAL FRAMING CONNECTIONS NOTTOSCALE CROSS SECTION END VIEW UPLIFT CONNECTIONS NOT TO SCALE NAILING SCHEDULE JOINT DESCRIPTION I NUMBER r NAIL SPACING OF NAILS ROOF FRAMING RAFTER TO TOP PLATE I(tOe nailed) 16" SPACING~ 6' WALL HEIGHT 3- 8d PER RAFTER 11" SPACING~ IO' WALL HEIGHT 4- 8d PER RAFTER CBUNO IDIOT TO TOP PLATE (toe nailed) tS" SPACING~ 8' WALL HEIGHT 3- Jd PER JOIST t6" SPACING, 10' WALL HEIGHT 4- Od PER JOIST CEILING JOIST TO PARALLEL RAFTER (face S- tlld EACH LAP nailed) CEILING JOIST LApS OVER PARTITIONS (face 5- 16d EACH LAP nailed) COLLAR TIE TO RAFTER (face eased) 7- t0d PER TIE EACH END ~ 16" sic BLOCKING TO RAFTER (toe nailed) 2-8d EACH END RIM BOARD TO RAFTER {end nailedI 2-16d EACH END ' - WALL FRAMING TOP PLATE TO TOP PLATE (face nailed) 2-16d PER FOOT TOP PLATE AT INTERSECTIONS (face nailed) 4-16d JOINTB-EACU SiDE STUD TO STUD (face nailed} 2-16d 24" c.c. HEADER TO HEADER (racs nailed) 1 - I Sd 16" o.C, ALONG EDGES TOP OR BOTTOM PLATE TO STUD {and nailed) 2-1 Sd PER ?-~4 STUD FL~OR FRAMING nailed} nailed} ROOF SHEATHING FLOOR SHEATHING STRUCTURAL PANELS 1" OR LEaS r Od r $'' I~ EDGE~I 2" IN FIELD HIGH 'WIND ZONE CONNECTOR SCHEDULE LOCATION MANUFACTURER/ MODEL # MATERIAL/FINISH FRODUCT RAFTER TO RAFTER SIMPSON STRONS-TIE .8TA21 20 GA METAL STRAP TIE ~ RIDGE Z-M/~ OOATED RAFTER TO TOP SIMPSON STRONG-TIE H 2 t6 GA METAL HURRICANE TiE PLATE TO STUD Z-MAX COATED RAFTER TO SIMPSON STRONG-TIE H 16 OR t } GA METre. RURRICANE TIE ' TOP PLATE H 16- 2 Z-MAX COAtATEb TOP PLATE 8I~PBON STRONG-TIE H 8 18 GA MET*~A* RURRICANE TIE TO STUD Z-MAX COATED STUD TO COX BEAM SIMPSON STRONG-TIE MSTA3S t6 GA METAL S~RAP TIE AND SILL Z-M~X OOATED DECK JOISTS TO SIMPSON STRONG-TIE MTg12 16 GA METAL ~tlST 8TRAPS DESK GIRDER E4~IAX COATED DECK GIRDER T~O 2 - 5/I" CIA- QALV. MACHINE POeT BOLTS NUT8 & WASHER8 DECK POST TO CONC. SIMPSON STRONG-TIE PBS 44A lg GA. ~gE, 14 GA. STRAP, FOOTING POST SA~E, STAINLESS 8TEFJ. 9. Contractor(s) shall verify all field conditions and dimensions and will be responsible for same. Any discrepancies shall be reported to the Architect Immediately. Contractor(s) will cooperate with all other trades and will complete work in accordance with best standards and practices. All dimensions are nomiqal and take precedence over scale. All abbrevistionlf are standard. Proprietary names identifying Items of work Ire used solely to proscribe standards of construction. Items of equal quality may be submitted to the Architect for consideration unless noted otherwise. All wood frame construction shall conform to the American Forest & Piper Association "WOOD FRAME CONSTRUCTION MANUAL" t995 BBC - HIGH WIND, latest edition. All high wind resistant structural metal connections shown on the drawings, or required by code from the roof to the foundation ara to be manufactur~ by "SIMPSON Strung-Tls" and be ~Z-Max" coated. Connectors which are near, on or below grade must be fabricated of type 316 stainless etas1. t2. Ailwood framinfimembers shelhavean a owabsextremeflberstresseque toot greater than structural grade Douglas Fir: Fb = 875 Usi Fv = 95 psi E = l~60O,OOO psi 13. All ACQ treated wood framing memhera shall have an agowable extreme fiber stress equal to or grastst than structure grade Southern Ye ow pine Fb = 876 psi Fv = 85 psi E = t .400~000 cai 14. All "Microlsm" an~Jor 'Parallam" he,dora and girders ea well as "TJI" joists and beam~ are to be designed and menutactured by TRUE JOIST. installation mu~t be in accordance with manufacturer's specifications, No substitutions will be stl~ad! f6, Contractor(s) is/are to follow all manufacturers' instructions, shop drawings, as well as installation manuals when installing any prefabricated item(s). Floor Jateta below all bearing and peratlll padltions ara to bi doubled unless etharwlaa noted on the drawings. 1 ?, Provide solid blockifig on all Joist spans in excess of 8'- 0', unless noted othen~4ss on drawings.. All handora and girders with a span in excess of five feet II') ere to bear dna minimu~ of 2- 2x4 or 2- 2x6 jack studs with double floor joists below, unless noted otherwise on drawings. Provide $1e, fire codq gypsum board on callings, walls and structural elsmsnta of garage area as required by Code. Provide W' moisture resistant gypsum board on walls and ceilings of laundry room, 19, 20. 21, 23. 24, 26. 28. 30. All firaetopping shall be of an approved non-combustible material end Instaged In accordance with ail ~pplicabls codes. Exterior Wall insulation shall be 6-112'.' (R-2t) Kraft-faced harts with vapor ba~'ler facing warm side of building, calling/Roof insulation altall he S-1/2" (R~6) or~0- 1/4" (R-38) Kraft-faced bptts as shown on the drawings with vapor barrier facing warm side of bull~dlng, Crawl space ceiling insulation ~hell be fi-t/2" (R-2t) Kratt- faced betta with vapor barrier facing warm side of building. Contractor to provide one layer of building paper betweafi sub and finish floora or underiaymant, with Ill joints staggered and properly secured. All windows and doora to be insulated, "Low E", high performance, impact raelstant glass, with screens and operating hardware. Coastal Upgrade and stainless ethel hardware suitable for a marine climate is to he used off all windows and doors, Contractor is to confirm operation, style, fiRlsh, color and manufacturer with Owner prior to placing order. Ail windows and exterior doora to have aluminum or wood ddp caps end fleshing. All door hardware, butts and doorstops to be solid brass, Entry, lock & letcheata are to be Emtak, Schlage A or B series, or approved equal. Style and finish aa directed by Owner. All cabinetry, countara, shelving and casework to be given an allowance with style and finish es sslected by Owner. Contractor to provide and install all intedor and exterior trims as called for on the drawings & apeciflcetiona or as otherwise directed by the Arahitact or Owner. Provide 3'- 0" high man, railings aa required and as shown on the drawings. Contractor is to clean all door and window glass, as wail aa leave all flo0ra, walls and ceilings free of debris immediately pdor to final completion, FINISH SCHEDULE ROOM FLOOR WALLS CEILING FIRST FLOOR LEVEL GARAGE Poured Concrete. Painted as per Owner. 518" F,C. Gyp Board, Tape and Spackle 3 5/8" F.C. Gyp Board, Tape and Spackle 3 Coats, coats, Paint 2 coats White Ceiling Paint 2 coats LAUNDRY Ceramic Tile on 3/4' mud with C.T. Base. Size, %" M.R, Gyp Board, Tape and Spackle 3 W' M.R. Gyp Board, Taps and Spackle 3 COatS, Layout and Finish as per,Owner, Coats, Paint 3 coats White Ceilin~ Paint 3 coats, 3" Crown ~er Owner FOYER Ceramic Tile on 314" mud with C.T. Base, Size, %" Gyp Board, Tape and Spackle 3 Coats, V~" Gyp Board, Tape and Spackle 3 Coats, Wltite Layout and Finish as per Owner. Paint 3 coats Ceiling Paint 3 coats ATTIC LEVEL ATTIC Plywood Sub Floor. Unfinished Unfinished architect 123u Traveler Street SoLJtho)d N.Y. 11971 631-765- 5455 0 ..© .f GENERAL NOTES: Contractors work is to onform to all Io~al ordinances and NY~-Building and Energy Conservation Code, late~, edition(s). All Electrical. and Plumbing work shall begoverfled by all National, State and Lc d Codes, latest edition[si. Contraotor(s) shall ver,~ 4ll field conditions and dimensions and will be responsible for same. Anydlscrep~ncie. ~halibemporledt~theArchltectlmmedlataly. Contractor(s) will coope~ ~, e with all other trades and will complete work In accordance with best standards an prac~ .es. All dimensions ar~ IIOmh 4 and take precedence ocer scale. All abbreviations are standard. All items of work on the, , ~wlngs are new, unless otherwise noted. Proprietary names tden. w~ng Items of work arc used solely to prescribe standards of construction. Items of ~ual quality may be submitted to the Architect for consideration code from the roof to th~ loundation are to be manufactured by "SIMPSON Strong-Tie" and Fb = 676 ~,sl Fy = 95 psi k TM 1~600,000 psi Grant. UNI~WRITER$ CEI~TIFIC~T£ ' '-RE~IRED IcMMEDIATELY,, LOSE POOL TO CODE UPO~ COMpILETIoN SEFORE "WATER" architect 1230Traveler Street631_765_S°uth°ld5455