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Home My WebLink About32117-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33550 I~te: 02/17/09 T~IS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1450 SOUND AVE MATTITUCK (HOUSE NO.) (STREET) (HANLET) County Tax Map No. 473889 Section 120 Block 3 Lot 6 Subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 13, 2006 pursuant to which Building Per,it No. 32117-Z dated JUNE 15, 2006 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 FIVE CAR GARAGE ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to GAIL DESSIMOZ & MICHAEL ~ACZ (OWNER) of the aforesaid building. S~FOI~ C~I~q~YDEP~TOF ~J~{APPRO~-AL N/A ELR~-rMIC3~L ~(TIFICAI~ NO. 8364 08/31/08 PLU~ERS CERTIFICATION D~r~ N/A ized Signature Rev. 1/81 Form No. 6 ~1'"~ ~ tn~ ,-. _ TOWN OF SOUTHOLD BUILDING DEP~TMENT 11~31 TO~H~L III III rra ,. III I 765-1802 APPLICATION FOR CERTIFICATE OF OCC~CY~ L TOW~ OF SO~oto This applicat~n must be filled in by typewriter or ink and submitted to the Building Department with the A. For new building or new use: 1. Fina~ survey ~f pr~perty with accurat~ ~~~ati~n ~f a~~ bui~dings~ pr~perty ~ines~ streets~ and unusual natura~ ~r 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: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: House No. Owner or Owners of Property: ~ 2 Suffolk County Tax Map No 1000, Section Subdivision Old or Pre-existing Building: Street / (check one) Hamlet Block /~,-O , - 5 Lot .~ Permit No...fl~//? - ~' Date of Permit. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Filed Map. Applicant: Underwriters Approval: Final Certificate: X~ (check one) Lot: Fee Submitted: $ Applicant S~ 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. 32117 Z Date JUNE 15, 2006 Permission is hereby granted to: GAIL DESSIMOZ NEW ¥ORK,~ I0013 ~o~ : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1450 SOUND AVE MATTITUCK County Tax Map No. 473889 Section 120 Block 0003 Lot No. 006 pursuant to application dated JUNE 13, 2006 and approved by the Building Inspector to expire on DECEMBER Fee $ 875.70 15, 2007. ORIGINAL Rev. 5/8/02 Nassau Suffolk Electrical Inspections,Inc. P.O. Box 549, Aquebogue, New York 4. 11931 Tel: 631-591-3097 Fax: 631-591-3098 Application: 8364 Date: 8/31/08 Issued to: Razz/Woodhull Const. Address: 1450 Sound Ave Introduced By: WEB Electric Village: Mattituck License #: 4682-E Residential Commercial [] The following was examined and approved up to the above date and found to be in compliance with the NEC: gxxitchcs Receptacle Fixtures (] F [ Range Hood Smoke Detectors 27 34 2 Fans Dish~asher Washer/Amps Dr)er/Amps Oven Range/Amps Carbon Monoxide l:urnace ()il Gas I leal Zones Whirlpool Bell Transformers inlilcd hlsp II Filial Insp Meier Amps Phase Motors I-S(IA [ lear }hmlp This certificate must not be altered in any manner TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SA~, ~ INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 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 REMARKS: DATE ¢~/--~Z iNSPECTOR ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [[~:RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. FOUNDATION 2ND [ ]INSULATION FRAMING / STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~/~ FOUNDATION 1ST [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: DATE ~'IELD INSPECTION REPORT I DATE I COMlVIENTS FOUNDATION (IST) STATE E1N~E:RGY CODE · ADDITION.~L COSEV~NTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/South/old/ PERMIT NO. ~G>,~/I-7"-~--- Check. / Septic Form / N.Y.S.D.E.C. ~'~//~,r'"'- ~ ~- Trustees Examined / ' 5 ,20 Contact -- Approved ~ZT,/F,,"7,20 ~ ,.-'/ ~ ~ Mailto: Disapproved a/c ?' ( 'N~ ) ~ ~ ~'~' !; Bm~glnspecto~~ APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS 20 a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance ora Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suftblk 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 cod~regulations, and to admit authorized inspectors on premises and in building for necessary inspections. . pp ' ant or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises fi,'/t' ~,d~tTm-/ ,~e ~ 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 County Tax Map No. 1000 Section ] '~l~,~ Subdivision (Name) relrtwaaa . Filed Map No. ~t 2. State existing use and occupancy of premises and inten~ted use and occupancy of proposed construction: a. Existing use and occupancy ~t,-Tt~ ~] ~ b. Intended use and occupancy ~t~tO/¢.-/F~z~ (~t~ ~ ¢~h~t~ ~d/t/-z/'/ 3. Nature of work (check which applicable): New Building_ Addition?~ Alteration Repair Removal Demolition Other Work Estimated Cost Fee If dwelling, number of dwelling units If garage, number of cars (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 Height_ Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth_ Height Number of Stories Rear Dimensions of entire new construction: Front Height Number of Stories Rear _Depth Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated l 2. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO__ 13. Will lot be re-graded? YES__ NO__ Will excess fill be removed from premises? YES __ NO__ 14. Names of Owner of premises Name of Architect Name of Contractor Address Phone No. Address Phone No Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES __ NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet ora 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. STATE OF NEW YORK) SS: COUNTY O~ P/~ f~ ~t~ ~ being duly sworn, deposes and says that (s)he is the applicant (Name of ~nd~wduaI signing contract) above named, (S)He is the ~ntractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Signature of Applicant TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET '-- ~.~ VILLAGE DIST SUB. LOT ~,.~ ~or~(~(~' ~:rr ~r~/esl[. W ~PE OF BUILDING RES. ~10 S~S. VL FARM COMM. CB. ~,~C. Mk,. Value ~ND IMP. TOTAL DATE REMARKs FA~ Acre Value Per Value !x~ Tillable 2 ~1~t~-~' ,~G~'~-- 0~4 o~e-~; ~.., ~,~; - ~~~ , .~~, -. , ~oo ~ ~ao .~ ~ ~ FR GE ON ROAD / ~ouse Plot 1~ ~/00 t~o o DEPTHS' ~-a ~ BULKH~D Fatal / ~ 0 o DOCK 120-3-6 rear of bldg 2/04 .~- "~.: ..- Both T ..,.9~ ~ Foundation /~ ~_ .~tension Basement ~/Ag Fl~rs K. ~-~ ~ Interior Finish LR. ~tea~on ~ ~ ~: ~ ~ ~xtension Fire Place ~ ~eat Q, ~.~, DR- Type Roof Rooms 1st Floor BE. ~;~. ~ Recreation Room Rooms 2nd Flor ~orch Dormer Breezeway Driveway Total [J~ ~ J P,\Job$\BARN\B~rnSURVEY-i,dw FRAME GARAGE III NEW SOUTHERN POUNDATI~DN WALL TO BE PLACED ADJACENT TO EXISTING NORTH FOUNI~ATION WALL OF EXISTING EARN TIES OF NEW STRUCTURE Tb BE AS MUCH AS POSSIELE DONE WITHOUT PENETRATI(bN OF EXISTING STRUCTURE VOLUME. L9 ~ BAY #5 II BAY #4 PROVIDE STRUCTURAL BEAMABNECESSARY TOSUPPORTNEW ROOFSTRUCTURE BAY #3 ~1!-~ L91~ I~LALLY II COLUMNS 4"~ STEEL LB L,/ BAY #2 3~" x 9 ~" LVL HEADER AT EARAGE DOORS W/(2) 2"x6" II SUPPORTING POSTS TYPICAIJ L7 L8 GARA ~GE DOOR 3 94.3' PROPOSED ADDITION II II Il GARAGE DOOR $2'-9".1, SOLID CORE DOOR 36 X 80 SET TO ALIGN W/SLAB OF ADJACENT STRUCTURE BAY #1 1 NEW 2xE EXTERIOR WALL EXISTING LALLY COLUMNS 4" O STEEL - SEE 2/B-4 FLOOR PLAN INOTE: THERE ARE NO WINDOWE pLANNED FOR BUILDING ADDITION [p:~JOBS~BARN:::bamSURVEY-1 .dwg] NORTH EXISTING ROOF EEYOND EXISTING DORMERS -- OVERHEAD GARAGE DOOR BY'RAYNOR", DOOR#2 DOOR #8 DOOR ~4 DOOR #3 ~ NORTH ELEVATION 1/8"= 1'-0" [P:IJOBSIBARN:',:barnSURVEY-I ,dwg] 96.3' ADDITION ~EAST ELEVATION 2 1/8"= 1'-o" 3 GARAGE DOOR 5 I'" i ,B..o. SEE DETAIL 7/B-3 AND 8/S-3 FOR FRAMING AND STRAPPING '1~ '~ TYP. DOOR #1 [P:~JOBS~BARN:::bamSURVEY-1 .dwgl TORCH DOWN ROOF; MINIMAL PITCH OF 8/8 PER FOOT, ROOFER TO CONFIRM PITCH t9.2 1[-- 8'-0" GARAGE DOOR HDR. 33.5' ADDITION ~WEST ELEVATION 1/8" = 1'-0" [P:\JOBS\BARN:::barnSURVEY-1 .dwg] ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE 19.2 1t oMPLY WITH cHAPTER ~LOOO DAMAGE PREVERTION BALUSTRADE TORCH DOWN ROOF; -- MINIMAL PITCH OF 5/8" PER FOOT., ROOFER TO CONFIRM PITCH 8'-0" GARAGE DOOR HDR, NEW SIDING TO I MATCH EXISTING 56.8' EXISTING EXTEND ROOF SOWN TO PROVIDE 12" OVERHANG O'-fi' GRADE 33,5' ADDITION I COMPLY ~ APP~V~D AS NOTED WITH ALL CODES OF , NEW YO~K STATE & TOWN CODES~ DATE:~.~, AS REQUi~ED AND CONDITIONSO~ ~ ~ FEE:~y:~ ~ ~ / /~ SOU~0LDT0~ / ~//~' $0U~u~ ............ 1. FOUNDATION - ~O REQUIRED / ¢ //,~ n~u/uwN/~l~ FOR POURED CONCR~E -,,' t N.Y.S,~ 2. ROUGH - FRAMING &PLUMSING 3, INSU~TION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.C. ALL CONSTRUCTION SHALL MEET THE REQUIREME~S OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DEGIGN OR CONSTRUCTION ERRORS. OCCUPANCYOR USEISUNLAWFUL WITHOUTCERTIFICATE IPANCY CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. 56,8' EXISTING 10'-11" ABOVE GRADE 8 ~) GARAGE DOOR HDR. I BRAND OF OVERHEAD GARAGE 0'~)" GRADE TRIM GENERAL NOTES[.. 1, ALL CONSTRUCTION TO BE IN ACCORDANCE WITH LATEST EDITION OF THE RE~SIDENTIAL CODE OF NEW YORK STATE. ALL CONSTRUCTION MUST CONFORM TO THE BUILDING PERMIT ISSUED BY THeE TOWN OR VILLAGE HAVING JURISDICTION, ALL PLUMBING AND ELECTRICAL CONTRACTORS TO OBTAIN REQUIRED PERMITS AS REQUIRED BY LOCAL AGENCIES. ALL CONTRACTORS TO BE LICENSED AND INSURED AS REQlUlRED BY LOCAL AGENCIES. DOUGLAS FIR NO.2 OR LETTER WITH A MINIMUM BEARING STRANGTH OF: Fb==,14009si.. SINGULAR AND REPETITIVE. 2. ALL WOOD FRAMING MUST BE FASTENED TOGETHER WITH PROPER NAILING MIETHODS FOR ANGLE AND PENETRATION. REFER TO NAILING NOTES FOR SPECIFIC MEMEERS. 3. ALL FRAMING CONNECTIONS MUST BE SECURED AND ANCHORED WITH PROPER SIMPSON METAL CONNECTORS AS SPECIFIED HEREIN TO CONFORM WITH THE DESIGN REQUIREMENTS. SEE CONNECTOR SCHEDULE. 4. WOOD SILLS TO SE 2-2"x8" (WOLMINIZED LUMBER) WITH t/2" DIA x 16" LONG ANCHOR BOLTS 6'~" o.c. UNLESS OTHERWISE NOTED. 5. ALL HEADERS TO BE SUPPORTED BY (3) 2"x6" POSTS or LALLY COLUMNS (TYPICAL), UNLESS OTHERWISE NOTED. 6, PROVIDE DOUBLE HEADERS AND TRIMMER AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS PARALLEL TO SAME. 7. PROVIDE FIRE STOP BLOCKING WiTH 2X LUMEER AT ALL STUD WALLS, FLOOR JOISTS IF APPLICAELE AT MID SPAN AND WALL OPENINGS. 8. ALL HEADERS TO BE 2-2" x t2"s UNLESS OTHERWISE NOTED. 9. THE TOP AND BOTTOM EDGES OF JOISTS MAY NOT BE NOTCHED OR CUT, EXCEPT FOR MINIMAL BIRD'S MOUTHS. 10. ALL STRUCTURAL WOOD SHALL BE KEPT A MINIMUM 2" BACK FROM WOOD FRAMING, 11. JOISTS HANGERS FOR FLUSH CONNECTIONS TO SE 'SIMPSON' CONNECTORS FOR PROPER MEMBERS. ALL CONNECTIONS, INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. t2. ALL STRUCTURAL STEEL, IF ANY, TO BE A38, A.S.T.M., DETAILD, FABRICATED AND ERECTED IN ACCORDANCE WITH INSTALLATION OF STEEL GIRDERS, BLOCK SOLID ALONG GIRDER TO HOUSE FRAME SUPPORT. 13, CONTRACTOR TO PREVENT STORM WATER RUNOFF FROM ENTERING EXCAVATION AREA. SITE TO BE PROTECTED DAILY. GRADE SITE PERIMETER AAY FROM EUILDING EXCAVATION AREAS AND PREVENT STORM WATER RUNOFF FROM DAMAGING LANDSCAPED AREAS OR ADJACENT PROPERTIES. 14. ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE AND LOCAL AGENCIES. 15. ALL PLUMEING WORK TO BE IN ACCORDANCE WITH THE NATIONAL PLUMEING CODE AND LOCAL AGENCIES. 16. ALL DUCT WORK FOR HEATING AND 1/C WORK TO BE INSTALLED IN ACCORDANCE WTIH S.M.A.C.N.A. STANDARDS, IPEIX& MARCHETTI I ARCHITECTS LLP 19 WEST 21'r ST #401 NY NY 10010 TEL 212 675 -1555 FAX 212 675-2255 WWW.P EI XANDMARC HETTI.COM g 1450 SOUND AVENUE MATTITUCK, N.Y. 11952 GROUND LEVEL PLAN OF ADDITION EXTERIOR ELEVATIONS 8JUNE 2006 B -1 NEW SOUTHERN FOUNDATION WALL TO BE pLACED ADJACENT TO EXISTING NORTH FOUNDATION WALL OF EXISTING BARN. TIES OF NEW STRUCTU~ TO BE AS MUCH AS POSSIBLE DONE WITHOUT PENET~TION OF EXISTING STRUCTU~ VOLUME. EOUNDATION WALL 94,3' PROPOSED ADDITION __ FOR MAX ANCHOR BOLTi SIEE ..... NEW FOOTING ~ EXISTING TABLE 3,2A ON SHEET ~ NEW FOUNDATION, 8" REINFORCED POURED CONCRETE WALL LALLY COLUMNS 4" O STEEL FOUNDATION PLAN ~/B" = [P:~JOES\BARN:::barnE URVEYd .dwg] 1 2 3 4 PROVIDE FLASHING, TO MATCH FACE OF EXISTING BIDING AT 2 STORY LOFT - NO CHANGE FRAME GARAGE + GWB CEILING 9'-0" A.F.F. 1/2" GWB WALLS + CEILINGI NORTH SEE DRAWINGS 1, 3 & 9/S-3 FOR WALL DETAILS, TYP.. SET NEW POURED CONCRETE SLAB TO BE ALIGNED W/CONCRETE FLOOR OF EXISTING ADJACENT BUILDING 1/2" GWB WALLSI 1" COMPRESS~IBLE FILLER~ 4" REINF. 3,500 CONC. SLAB ON GRADE BASEMENT FLOOR. 2" RIGID IINSULATION >/,: ,. .,; /~/ NEWADDITION ; EXISTING FOOTING ,I ~ ~ ~ ;~ I 7//// SCALE: 3/4"=1'-0" ~ B-2 / SCALE. 3/4"=1'-0" ~8 8 8 ~~2 ~ G~ ~hm~ ~~ 6 mil-~k t0. i5 I SHED walls fi~ sh~l ~ lap~ 6 ~ches (152 mm)~d s-eated wi~es' ~. t~ ~e Of~e ~lye~ylene ~ - m~h~i~l d~age ~d exp~ by a pr~s~ pre~atively'~' · ' ~ 1~ ~ pl~ s~ip a~hed to &e w~l revere] inch~ a~ve fm~ ~ N~W ADD,nON ~W CONC~ET~ ~ ~el. ~d ex~ding approximately 9 inches (229 ~) ~low ~e. ~AWN~ ~?Ol~ ~ ~ sffip ~ ~ EX,ST~N~ PAV, N~~1 EX,ST,~ STrUCTUrE . to.~ing ~e s~iP to ~e wall. ~er cover~gs appropriate ~h~! ~ea~iient may also ~ used. ~e.~ly~hYlene film sh~! over~ ~.o~. 'or exteM into the ~vel or c~hed sm~' f~ting. "~ ' 1:300 [P;DOBSIBARN:::bamSURVEY-1 ,dwg] P:\ Jobs\BARN\Bo, r'nSURVEY-I,dwg JPAINTED WOOD or PVC DECORATIVE BALUSTRADE PROVIDE PITCH POCKET AND COUNTER FLASHING -- LEVEL DECORATIVE POST AND PROVIDE SOLID BLOCKING AT =OSTS AS REQ'D TORCH DOWN ROOF; MINIMAL -- PITCH OF 5/8" FOOT. ROOFER T5~CH. VENTILATION :INISH GRADE 'l @ 12" VERTICAL 16'' DIA. PERFORATED PVC DRAIN PIPE CONTINUOUS KEY 12"H x 24"W REINFORCED CONCRETE STRIP FOOTING (4) ~ CONT. (4) #4 CONT. UNDISTURBED EARTH BENEATH FOOTING I PEIX& MAECHETTI 19 VCEST 21 ST #401 NY NY 10010 J TEL 212 675-1555 FAX 212 675-2255 WWW.PE IXANDMARCHETTI.COM 1450 SOUND AVENUE MATTITUCK, N.Y. 11952 FOUNDATION PLAN OF ADDITION SITE PLAN DETAILS 8 JUNE 2006 p~\j - obs\BARN\B(zrnHURRICANEDTLSt,dw ~ SIMPSON STRONG TIE HD5A EXT. WALL TO FOUNDATION N.T.S. --RAFTER AS PER PLAN STRONG-TiE H2 INSTALL AT EACH RAFTER NOT[: MIN. NAILING REFERENCE TARLE 3.5B (~ SIMPSON STRONG TIE H2 RAFTER TO WALL N,T.S. AS PER TABLE TABLE 3.38 UPLIFT STRAP go I~' ~{o 120 F~MJNG SP~t~ (IN.); ~F'SPAN (~.) END 3 t8 2 .2 3 . , 4', 20 (~ SIMPSON STRONG TIE CONNECTION EXT. WALL TO FNTN. - DETAIL AND TABLE N.T.S. DOUBLE TOP PLATE--- (~ SIMPSON STRONG TIE JOIST TO BEAM CONNECTION N.T.S. HOLDBOWNI ~NS~ALEATICON -CORNER STUD CONNECTED TO (~ SHEAR WALL CORNER DETAIL N.T.S. H2(SI~CPSON) RAFTER TO WALL CONNECT!ON A~ PJ~ER TABLE 3,3B BOLTS · '1/2" ¢"46" 0.C. I STORy/25" 0,C, 2 · 5/8" · 72" I.STORF/ 3¢ o,c. 2 7' MIN. EMBEDMENf ~ POURED "1~: ~iN.,'EMBEDMENT N C.M,U. FIlL ~P, 2 COURSES SOLID. pROVIDE' 3'x5" WASHERs, PROVIDE,HEADER --'ATTACHMENT 5EE,DETAIE CoNcRETE FLOOR :ONCRETE ~HIGH WIND STRAPPING DETAIL N.T.S. SIMPSON ',STRON~ TiE IN,SYALL ~' ,EACH $1'UD k ~ GARAGE FRAMING N.T,S, H2 TIT REQUIRED @ EACH STUD (SEE, PLAN FOR EXACT SIZE) ti FULL LENG'[H WALl. ,STUDS UPLIFT CONNECTION IS REQUIRED AT EACH END Of HEADER AND AT BOTTOM OF HEADER STL)DS IN ADDITION '/O CONNECTORS AT WALL STUDS AND A'F TOP AND BQTTOM OF CRIPPLES DOUBLEPORTALSYSTEM~ DRAG TIEACRO@E BEAM BEAM SPLICE, f SPLICE LSTA STRAP (MIN,) AT BEAM 181~.'' MAX,. (~ SIMPSON STRONG WALL AT GARAGE DOORS N.T.S, ' , HOLE E >5/s'-~ ' OUTER ~/3 or ~ I SP~ ONLY *' ~ I MAX ' f~5~,N 0~ILY J~ST (~ STUD NOTCHING AND BORING LIMITS N,T.S. ~) SOLID SAWN JOIST AND RAFTER NOTCHING AND BORING LIMITS N.T.S. PEIX& MARCHETTI ARCHITECTS LLP 19 WEST 2P~ ST #401 NY NY 10010 TEL 212 675 -1555 FAX 212 675-2255 WWW.P EIXANDMARC HETTI.COM g ARS 1450 SOUND AVENUE MATTITUCK, N.Y. 11952 HURRICANE DETAILS B -3 P~\Jobs\BARN\Bo, r'nHURRICANE])TLSt,dw .At,rD M SONR¥ NOTES :':1. ALL FOOTING~ SHN.-L REST ON SOLIn, U~DISTURBED SOIL HAVING A UINt,9/LJM ~'AglNG CAPACITY. OF' 2 TONS PER SOFT, CONSTRUCTIONS JOINTS tN CONCRETE SHALL BE VERTfCAL, MAXlKIUM DISTANCE BETWEENJOINTS SHALL BE ,~. ~t~AER[ SLABS ARE~ SUPPORTED ON FILL, .THE FIL~'SHALL BE PROPERLY COMPACTED IN LAYERS, 4, INSTALL PRE-kiOULD[O EXPANS:ON JOINTS AROUND PERIPHERY OF SLAB AND AT ALL COLUMN LOCATIONS. 5. ALL CONCRETE' SHALL BE 3,500 PSi. , 6. EXCAVATE FOR FOOTINGS TO THE SAME DEPTH AS EXISTING ADJACENT FOOTINGS. STEP 'FOOTINGS 7. ALL EXTL~IOR FOOTINGS SHAJ~L BE A MINIMUM OF 3'-(~" BELOW FINISHED GRADE. AS 'REQUIRED BY FIELD CONDITIONS TABLE 3.2A SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS '. ,' ' I .lr " ANCHOlt BOLTS BOLTS. 7" M[N. EMBEDMENT IN POURED CONCRETE l S" MIN. ENIBEDMENT IN C.M.U. " ,Fastest-Mile , Paalns~Mik~. FILL .TOP 2 COURSESSOLID. Wind Speed Wind Speed PROVIDE3"x3" wASHERS ::' (m ~h) (mi ih) . 90'.100 I10 12090 1001Il0 120 Anchor Bolt Foundation Bracing Wall Perimeter ' Maximum Anchor Mmtimum Andmr Connection Supporting Edge Nail Spacing (in.) Bolt Spacing (in.) . !~ Sp~in~ (in.) ~ Sill Plate to Foundation* 1 Story 46 . 72 (crawl space or basement) 2 StOries Allt 23 36 : 3 Stories : '15 . 23 Wall Bottom Plate to Foundation 3~ 119 (slab on~'ade)1-3 Stories , :, ?,' , , .............. ' 63 ' 36 . .... ..... . .. '" '" " '"'" 0No ¢, '"'"""" e) ~C~K)RAGE eEOOeE0 ?O I~S~ST ~TEnAt. LO~S $~ ~ DKTEm~NF.D IN THE 0 ~S~¢,N !) AN¢~O~'BOLT SPACINGS a~O ON Id~tlaUl~ SaF.~ C~OAOT~. OF UNSLOO<ED ROOF ~0/O~ FLOOe 2)'ANCHOR ~OI.T SPACINGS BASED ON MAXIIdUU SHEAR ~I~ACITY 'Of' BRACING WALL PE:R~IETEI~ £D~E' I~dL S~A(3N~ OF $', O.C.. (7~ ~LF.) atJ.T IN ACCORI:~NCE W~TH SE¢?,ON ~.4,4, 3) ANCHOR aOLT SPACINGS BASED ON MAXIUUM..SHEAR C,~JaACITY oF' 8RACING WALL PERIIMETEE EDGE NAIL SPNTIN~ OF 6" O,C. (421 PLF.) BUILT tN' ACGORDANCE WITH, SECTIO~,I 5,4.4. TABLE R301.4 MINIICUU UNIFORMLY DISTRIBUTED LIVE LOADS ON POUNOS pi:Lq S~U~E n) USE LIVE LOADS EXTERIOR BALCONIEB 60 DECKS 40 PASSENGER VEHICLE GARAGES 50 ATTICS WITHOUT STORAGE 10 A'iTICS WITH STOR,AGE_. 20 ROOMS OTHER THAN SLEEP)NO ROOMS 40 SLEEPING ROOMS 30 BTAiRS 40 C,~!ARDRAILS AND HANDRAILS TABLE R301.6 ,ALLOWABLE DEFLECTION OF STRUCTURAL STRUCTURAL, MEMBER ALLOWABLE . . .: DEFLECTION RAFTERS HAVING sLoPEs GREATER, THAN 3/12" L/180 WiTH NO, FINISHED CEILING ATTACHED TO RAFTERS " INTERIOR WALLS AND PARTITIONS H/180 FLOORS AND PLASTERED CEILINGS'' ' ~ L/36D ALL OTHER STRUCTURAL MEMBERS L/240 :;: EXTERIOR WALE, WITH PLA~TER OR STUCCO FINISh(, , L/5,,60 :EXTERIOR WALLS-WIND LOADS WITH' BRITTLE FINISH L/240 'EXTERIOR WALLS-WiND LOADS WffH FLEXIBLE FINISH L/!20 45 PSF + 10 P5F (DEAD LOAD) = 55 PSF DISTANCE SPAN = 14 FT (TOTAL) 7701 OUTStDEt LOAD STRONG WALL DETAIL AND TABLE N.T.S. COLUMN 10 PSF X WALL HEIGHT X 8 Fl' ~ (TOTAL) I 80 I OUTSIDEJLo,o WALL LOAD (WHERE APPLICA~LE~ 10 P~F X WALL HEIGHT X 8 FT (TOTAL) j 80 I C~ STRUCTURAL FRP COLUMN ANCHORAGE N.T,S. NOTE: These plans have been prepared to the best of our ability with the information available to us. ~ DESIGN LOAD CALCULATIONS N.T.S, Due to the nature of a renovation / addition to an existing structure, the architect must be notified for any revisions. Structural modifications or support requirements resulting from unforseen conditions - G.C. to contact R.A, upon any unforseen conditions arising. PEIX& MARCHETTI ARCHITECTS LLP 19 'WEST 2I~T ST #401 NY NY 10010 TEL 212 675 -1555 FAX 212 675-2255 I WWW.PEIXANDMARCHETTI.COM 1450 SOUND AVENUE MATTITUCK, N.Y. 11952 HURRICANE DETAILS AND T~LES 'V ~ EXISTING 2 STORY FRAME GARAGE NO CHANGE ~X~ ..... " ( ...... ~ ~ ~ ~ BAY ~5 ~ ~ BAY ~4 BAY ~3.' ~ BAY ~2 BAY ~1 ~ J 0 3~"X g ~" LVL HEADER AT J ........ ........ / ........ . , EQ. B h r SEE~y)i.~B/~?.~/~:3FOR I ~ 94.3' PROPOSED ADDITION FRAMING AND STRAPPING =------ MICRO LAM BEAMS ~ NEW 2x6 EXTERIORWALL ~ EXISTING LALLY COLUMNS 4" ¢ STEEL - SEE 2lB~, ~ FLOOR N,T.$. PLAN [P,MOB S\BARN,;;barnS URVEY-I ,dwg] 1 JUNE 2006 NORTH j NOTE, THERE ARE NO WINDOWS PLANNED FOR BUILDING ADDITION EXISTING ROOF BEYOND DOOR #3 OVERHEAD GARAGE DOOR BY IRAYNOR\ DOOR#5 DOOR#4 NORTH ELEVATION ~/5"= ~'-o" [p:~JOB S\BARN:::barnSU RVEY-1 ,dwg] 96.3' ADDITION DOOR#2 DOOR#1 2 3 4 t BNAELWu sDTERCAODREATWE NEW SLUING TO t MATCH EXISTING 10'-11" ABOVE GRADE 8'-0" GARAGE DOOR HDR, BRAND OF OVERHEAD GARAGE DOORS TO MATCH EXISTING - OWNER TO VERIFY, TRIM 56.8' EXISTING EAST ELEVATION 1/8"= 1'-0" [P:~JOB S\BARN.::bamB U RVEY-1 .dwg] TORCH DOWN ROOF, MINIMAL PITCH OF 518" PER FOOT, ROOFER TO CONFIRM PITCH 19.2 EXTEND ROOF SOWN TO PROVIDE 12" OVERHANG 8I-5"GARAGEDOORHDR. o'-0" GRADE 33.5' ADDITION , ~_, WEST ELEVATION ~/8" = c-o" [p,QOB S\BARN;.;barnSU RVEY-1 ,dwg] GENERAL NOTES t. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH LATEST EDITION OF THE RIESIDENT~AL CODE OF NEW YORK STATE. ALL CONSTRUCTION MUST CONFORM TO THE BUILDING PERMIT ISSUED BY TIHE TOWN OR VILLAGE HAVING JURISDICTION. ALL PLUMBING AND ELECTRICAL CONTRACTORS TO OBTAIN REQUIRED PERMITS AS REQUIRED BY LOCAL AGENCIES, ALL CONTRACTORS TO BE LICENSED AND INSURED AS REiQUIRED BY LOCAL AGENCIES. DOUGLAS FIR NO,2 OR BETTER WITH A MINIMUM BEARING STRAN GTH OF. Fb== 1400pm., SINGULAR AND REPETITIVE. 2, ALL WOOD FRAMING MUST BE FASTENED TOGETHER WITH PROPER NAILING METHDDS FOR ANGLE AND PENETRATION, REFER TO NAtLING NOTES FOR SPECIFIC MEMBERS. 3, ALL FRAMING CONNECTIONS MUST BE SECURED AND ANCHORED WITH PROPER SIMPSON METAL CONNECTORS AS SPECIFIED HEREIN TO CONFORM WITH THE DESIGN REQUIREMENTS, SEE CONNECTOR SCHEDULE. 4 WOOD SILLS TO BE 2-2"x6" (WOLMINIZED LUMBER) WITH 1/~" DIA x 16" LONG AINCHOR BOLTS 6'-0" o,c, UN LESS OTHERWISE NOTED 5, ALL HEADERS TO BE SUPPORTED BY (312"x§" POSTS or LALLY COLUMNS (TYPICAL), UNLESS OTHERWISE NOTED, 6, PROVIDE DOUBLE HEADERS AND TRIMMER AT ALL STAIR AND FLOOR OPENIMGS AND UNDER ALL POSTS AND PARTITIONS PARALLEL TO SAME. 7 PROVIDE FIRE STOP BLOCKING WITH 2X LUMBER AT ALL STUD WALLS, FLOOR JOISTS IF APPLICABLE AT MID SPAN AND WALL OPENINGS, 8, ALL HEADERS TO BE 2-2"x 12"s UNLESS OTHERWISE NOTED, 9 THE TOP AND BOTTOM EDGES OF JOISTS MAY NOT BE NOTCHED OR CUT, E)~CEPT FOR MINIMAL BIRD'S MOUTHS. 10, ALL STRUCTURAL WOOD SHALL BE KEPT A MINIMUM 2" BACK FROM WOOD FRAMING, 11. JOISTS HANGERS FOR FLUSH CONNECTIONS TO BE 'SIMPSON' CONNECTORIS FOR PROPER MEMBERS ALL CONNECTIONS, INSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS, 12, ALL STRUCTURAL STEEL, IF ANY, TO BE A36, A,S,T.M,, BETAILB, FABRICATED ,AND ERECTED IN ACCORDANCE WiTH INSTALLATION OF STEEL GIRDERS BLOCK SOLID ALONG GIRDER TO HOUSE FRAME SUPPORT, 13, CONTRACTOR TO PREVENT STORM WATER RUNOFF FROM ENTERING EXCAYATION AREA, SITE TO BE PROTECTED DAILY, GRADE SITE PERIMETER AAY FROM BUILDING EXCAVATION AREAS AMD PREVENT STORM WATER RUNOFF FROM DAMAGING LANDSCAPED AREAS OR ADJACENT PROPERTIES. 14, ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE AND LOCAL AGENCIES, 15. ALL PLUMBING WORK TO BE IN ACCORDANCE WITH THE NATIONAL PLU MEINIG CODE AND LOCAL AGENCIES, 16, ALL DUCT WORK FOR HEATING AND 1/C WORK TO BE INSTALLED IN ACOORDIANCE WTIH B,M,A,C.N,A. STANDARDS, 56,6' EXISTING 33.5' ADDITION TORCH DOWN ROOF, MINIMAL PITCH OF 5/8" PER FOOT. ROOFER TO CONFIRM PITCH 8'-0" GARAGE DOOR HDR. NEW SIDING TO MATCH EXISTING 0'-0" GRADE '1 PEIX& MARCHETTI A R C t-I I T E C T S L L P 19 VCEST 21sT ST #401 NY NY 10010 TEL 212 675 -1555 FAX 212 675-2255 WWW.PEIXANDMARCHETTI,COM g 1450 SOUND AVENUE MATTITUCK, N.Y. 11952 GROUND LEVEL PLAN OF ADDITION EXTERIOR ELEVATIONS 8 JUNE 2006 5 SEPT 2006 B -1 , ' ~ 'I~ ~ , I ~ , ,, - PROPOSED ADDITION I~ ADDITION TO EXISTING 2 STORY F~MED ~ ORIGINAL SURVEY P,XJob$\BARN\BoPnSURVEY-i,dw AVENUE 290.28' or~. $, 8'5' t?' 50"_ W; SHADED AREA INDICATES PROPOSED o~.~ PROPOSED ADDITION ADDITION TO EXISTING 2 STORY FRAMED NOT TO SCALE GARAGE (3o A) (~ ORIGINAL SURVEY NOT TO SCALE hc.S :~ l!l) ¢.r~. $, 65' i7' 50" ~. PEIX&MARCHETTI ARCHITECTS LLP 208 FIFTH AVENUE NY NY 10010 TEL 212 683-9888 FAX 212 $45-9512 WWW.PEIXANDMARCHETTI.COM ALL MEASUREMENTS SHOWN IN RELATION TO EXISTING 2 STORY FRAMED GARAGE ADDITION ARE ACCURATE AND ARE BASED ON ORIGINAL SURVEY, SEE DWG P-2 THIS SHEET. SITE PLAN w/SETBACK DIMENSIONED FROM SOUND AVENUE 18 MAY 2006 D-1