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HomeMy WebLinkAbout32336-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33528 Date: 02/09/09 THIS C~RTIFIES that the building ACCESSORY GARAGE Location of Property: MADELINE AVE (HOUSE NO.) (STREET) (HAMLET) County Tax ~4ap NO. 473889 Section 6 Block 8 Lot 1 Subdivision Filed Map No. Lot No. FISHERS ISLAND conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 28, 2006 pursuant to which Building PeI]nit No. 32336 Z dated AUGUST 31, 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 ACCESSORY NON-HABITABLE UNHEATED TWO CAR GARAGE WITH STORAGE AND COVERED PORCH AS APPLIED FOR. The certificate is issued to CHRISTOPHER I EDWARDS & ANN TRUDI ( OWNER ) of the aforesaid building. SUF~DLKCOL~%~I~fDEPAR~ OF H]L%L~{AP~RO~-~fL N/A Ei4{~'~RICAL U~KTIFIC3%TH NO. 4019529 01/07/09 PL[~BE~ C~TIFICATION DATED N/A Rev. 1/81 · TOW OE SOUT.OLD ' , BUDDING DEPARTMENT TOWN ~LL APPLICATION FOR CERTI~CATE OF OCCUP~NC ~is app~cadon must ~ ~led ~ ~ Wpcwfiter or ~ ~d subm~d to ~c Bu~g A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unnsual 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: 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. 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 Pm-existing Building: (check one) House No. Street .-- ~amlet Owner or Owners of Property: f~r'/~ 3~-" 63,~J ~//r ~,~ l''~ ~'v~-/ Suffolk County Tax Map No 1000, Section O 0 ~o Block ~ Lot Subdivision Filed Map. Lot: Health Dept. Approval: fi/~ Underwriters Approval: /'/0/ Q5:2 ~ Planning Board Approval: Request for: Temporary Certificate Final Certificate: ~ (check one) Fee Submitted: 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. 32336 Z Date AUGUST 31, 2006 Permission is hereby granted to: CHRISTOPHER EDWARDS PO BOX 167 FISHERS ISLAND,NY 06390 for : CONSTRUCTION OF AN UNHEATED ACCESSORY GAP~AGE WITH STORAGE AS APPLIED FOR at premises located at MADELINE AVE FISHERS ISLAND County Tax Map No. 473889 Section 006 Block 0008 Lot No. 001 pursuant to application dated JUNE 28, 2006 and approved by the Building Inspector to expire on FEBRUARY 31, 2008. Fee $ 471.90 ! Authorized Signature ORIGINAL Rev. 5/8/02 ' ' BY THIS CERTIFICATE OF COMPLIANCE THE NEW 'ORK BOARD Of FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by CHRIS EDWARDS CHRIS EDWARDS PO BOX 167 1 MADELINE AVE FISHERS ISLAND, NY 06390 FISHERS ISLAND, NY 06390 Located at 1 MADELINE AVE FISHERS ISLAND, NY 06390 Application Number: 4019529 Certificate Number: 4019529 Section: Block: Lot: Building Permit:32336 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: First Floor, Second Floor, garage,Detached 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 Enfor~l[ment and AdministraJ-J,(~z3, or other authority having jurisdiction, and found to be in compliance therewith on thet Day of ,~anua~, Name QTY Rate Ratin~ Circuits Type AdditionaICharges detached garage with recepticles GFCl protected Panels 1 Wiring And Devices Fixture 9 0 Incandescent Outlet 9 0 Fixture Outlet 25 0 Gert, Purpose Receptacle 37 0 Gen, Purpose Switch 11 0 Gen, Purpose 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 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] IN'ON [//~NAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~.~ DATE INSPECTOR~~ 12/31/2008 10:46 FAX 631 788 7798 FISHERS ISLAND UTILITY ~002 / TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTH,OLD, NY 11971 TEL: (631) 765-~802 FAX: (631) 765-9~02 www. northfork.netISouthold/ PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you l~vc or n~l lhe followin$, b~e ~uplying~ Board of Health 4 ae~ of Building Plans Phminng Board approval Building Inspector ,.JU~ ~ B ~ ~ APPLICATION FOR BUILDING PERMIT INFUSIONS a. ~is app~fi~ ~ST ~ ~pletoly fill~ ~ by ~it~ ~ in ~ ~d su~i~ ~ ~e B~d~g Ins~ ~ 3 mB of plms, ~unto plot pl~ to s~. F~ b. Plot pl~ ~o~ng ~ md ~ys. c. ~e ~ ~v~ by ~s appli~fi~ may not be ~ bef~e is~ce of BufldMg P~it. d. Up~ ap~al of~is a~li~fi~ ~ BMI~g Ms~¢~ ~11 isme a Building P~it to ~e applier. Such a ~it · MI bo k~t ~ ~o ~ms av~l~le f~ Ms~fi~ ~out ~e w~. e. No buil~g ~1M ~ ~ u~ M ~olo ~ M ~ f~ ~y ~se ~t m ~ ~fil ~ BMld~g Ms~t~ i~es a ~fi~te of ~u~cy. f. Ev~ b~lding ~it ~ffi ~m if~o w~ au~od has not ~m~ ~M 12 monks ~ ~o &re of is~ ~ ~ not b~ ~ple~d ~in ~o~ ~ve ~n e~t~ M ~difi~ six m~s. ~, a new ~t ~11 ~ r~ui~. ~PLICA~ON IS HE,BY M~E Building Z~e ~ of~e To~ of ~u~ol~ Suffo~ ~W, Now Y~ ~d o~er ~pli~ble ~ ~d~m~ or R~lafi~s, f~ *o ~s~ of building, Mdi~ appfi~t a~s to ~ply ~ ~l a~lo h~ ~d~ce~ ~uil~g c~ houfm~~fi~l~ S~ whe~ applic~t i~ o~r, le**ee, ~ent, amhit~t, engine~, gert*mi ~n~setor, electrician, plm~ or b~ld~ (As on the tax mil or latost d~d) If applic4mt is a corporation, signalur~ of duly authorized officer (Name and title of corporate officcr) Builders Liccns~ No. Plumbers License No. ~ ~1 ~ ~ ~.~ El~tricians Lic~ns~ No. -- Other Trad¢'s License No. 1. Location of Jand on which propo~d work will be done: ~-~/ House Number Strut I-Iamlct County Tax Map No. lO00 S~tion 006 Block 0 Subdivision Filed lviap No, (]qamc) Lot / Lot 2. State existing use and occupancy of prem~and i~ntended/~e a~ occupancy of proposed construction: a. Existing use and oceupancy _.3/.~/~ b. Intended use and oeeupaney ~' /& [~/ 3. Naturcofwork(cheekwhichapplieabhi):NewBnilding ~ Addition Alteration Repair Removal Demolition Other Work ~//_ (Description) 4. Estimated Cost ~'~ 009 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling unils C2, Number of dwelling units on each floor If garage, number of ears ,~ ~- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Height Number of Stories / Depth Dimensions of same structure with alterations or addi~ons: Front Rear Depth Height Number of Stories 8. Dimensionsofe~lfireaeweonstmefion:Front ..~Y/~ ~/~' -TYCY Rear .Depth Height tg,]'- //~' Number of Stories 9. Sizeoflot:Vront /00 Rear / 00 Depth 11. Zone or use district in which premises are situated ~ - 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ~ 13. Will lot be re-graded? YES NO Will excess fill be removed bom premises? YES NO 14. NamesofOwnerofpremises C ~-c/~c/e).~ Address~O,~ NameofArchiteet ~..//,'~ ~)~-,~ Address /{/e~O N~eof~n~tor ~, ~*~ Address 15 a. Is this properly within 100 feet of a tidal wetland or a freshwater wetland? *YES __ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PFALMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide 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) [~.~.lf ;, ~fO ~']~ ~g' ~ ~r~ b~g duly sw~. de~s ~d ~ys ~at (s)be is ~e a~li~t ~ of ~di~d~ sing ~ct~w n~, (Contmetor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly au~aoriz~ to perform or have pcrfmmed Ihe said wonk and to make and file this application; that all statements eeatain~d in this applicati~ at~ $~ue to ~ho best of his knowledge and ~e.l~of; and lbeJA~e work will be performed in the manner set forlh in ~he applicafi~ya fil~Hhexewith. // ~_~.~'~ Sworn to be£ore me this..- ROXANNE SPAULDING NOTARY PUBLIC, STATE OF NEW yORK No. 01SP§113942 QUAI II II l) IN SU, I 101K COi. iNiY MY COMMISSION .[XI Illl_S AU[i. 9, 20 TOWN OF SOUTHOLD PROPERTY RECORD CARD' ;;. LOT WNER ] STREET VILLAGE . I DISTRICT SUB. FORMER OWNER rl- VL FARM LAND IMP. TOTAL DATE REMARKS 800 ,,J~ oc~~ ~¥oo / AGE NEW Farm Tillable 1 Tillable 2 Tillable 3 Woodland Swampland Brushl~ House Plot Total._..~. NORMAL Acre BUILDING CONDITION BELOW ABOVE Value Per Acre Value Extensien Extension Extension Foundation Basen'~nt ~'t. Walls Fire Place Patio t"Jgriveway Porch Porch /~.,// / Bath Floors Interior Finish Heat Attic Rooms 1st Floor Rooms 2nd Floor TOWN OF SOUTHOLD PROPERTY RECORD CARD ~'WNER ~r-R~ET VILLAGE DIST. SUB. LOT ACR. REMARKS TYPE OF BLD. PROP, CLASS LAND IMP. TOTAL DATE FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT , TOTAL COLOR TRIM st 2nd M. Bldg ~[ '~ ~ -': '74~ Foundatio Fin. B. Bath Dinette Extension \7 -~,. ~.~ : '~..~.~3 ~,~ ~ 7~ Basement (~L COMBO ~ __ S~B PARTIAL F~oors ~ Kit. Extension ~ ~ ~ ~ Ext. Walls Interior Finish ~ L,R Extension ~ Fire Place ~ ~ Heat ~C~ D-R Patio Woodstove BR. Porch ~; ~b ~ ~ , Dormer Baths Deck ~ ~: ~_~-- 27~ i~ ~ Dock ....... Faro. Rm. A.C. %~, o.~. ~tZ :R~ IP ~ Kinlin Rutherfurd Architects PLLC 145 West 30~' Street, 11~h Floor New York, NY 10001 212.695.2988 775,552.:~736 fax www.kinlinrutherfurd.com Page i of i / / ~~ ~ LOCATION MAP SCALE 1"=400' ~o ~,~ ~ ~~~o~ ~0~ YORK; CHANDLER, PALMER · KING; NORWICH, UT,; DATD FEBRUARY 2~, ,~ ~ ~~ / I STONE ~ALL %) THIS SURV~ WAS PREPARED FOR THE PARTIES AND PURPOSe INDICATED 0 su.w0 /~ -- ~6~O~T_' UNLESS ACTING UNDER THE DIrECTiON OF A LICENSED ~ND SURV~OR, TO /~- 2'0' O;::H~N ~~ ' 83"2'30 TM .-' '~t(NOT~O~50' (NOT~O~ND)~ND'_ ALTER AN ITEM IN ANY WAY' ~ % [ 3,) ONLY COPIES OF THIS SURV~ MARKED WITH THE ~ND SURV~OR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE PRODUCT OF N/~ THE ~ND SURV~OR, % PAUL ~ LESLIE ~ ' NIP ~ ~ ~ TOMBARir~°u~o) ~ ¢.) COORDINAT~ DISTANCES ARE M~SURED FROM U,S, COAST ~D GEODETIC SURVEY TRIANGU~TION STATION "PROS~' FISHERS IS~ND 5,) SITE IS IN THE TOWN OF SOUTHOLD, COUN~ OF SUFFOLK T~ MAP ~ ELECTRIC COMPANY ~ 1000, SECTION 006, BLOCK 8, LOT 1, RICHARD EDWARDS 6,) TOTAL AR~ = 21,686~ S.F, (0,50~ ACRES) Z ~ z m o z ~ 7,) SITE IS LOCATEB IN R~40 ZONE, 0 8,) LOf COVE~OE: 17,7~ ~ ~ o d < SF SQUARE FEET O0 ~ o ,o DATE: 02/04/2004 SCALE: 1" = 50' SHEET: 1 OF 1 SECTION AT DORMER RIDGE GU17ER CONTINUOUS VENT RIDGE FLASHING HEADER ATTIC-UNHEATED GARAGE "A" ASPHALT ROOFING OVER 15 LB ROOFING FELT AND 3/4" EXTERIOR-GRADE PLYWOOD SHEATHING 2" x 10" DORMER RIDGE BEAM PSON HANGER 7" X 14" PARALLAM PSL STORAGE ~" FINISH FLOOR PLYWOOD SUBFLOOR Y~" TJI I~USS JOISTS~-~ #230 TJI HANGER 7" X 14" PARALLAM PSL CONC. SLAB W/WELDED WIRE MESH (SLOPE 1/8" PER FOOT) BOTTOM VAPOR BARR~ --III III lit TO RIDGE EL.: +21'-5" SECOND FLOOR EL.: +10'-0" ;DING ON BUILDING PAPER ON 3/4" EXTERIOR GRADE PLYWOOD ON 2 x 6 WD. STUDS; @ 16" o.c. W/R-13 INSULATION BETWEEN STUDS TOP OF SLAB EL.: 0'-0" EXISTING GRADE VERTICAL REBAR 2~"0.C. CqNC. FOUNDATION - TO TOP OF FOOTING EL.: -,¢'-6" 0 1 SECTION AT DORMER RIDGE PERMIT SET 08.26.06 PERMIT SET 08.14.06 EDWARDS GARAGE KINLIN RUTHERFURD ARCHITECTS, PLLC CONSTRUCTION DETAILS FULL SCALE PROJECT: 66 A435 I ~ / -/-- ~~ ~ LOCATION MAP SCALE 1"=400' I W. 1545.00 ~ ~ ~ ~" / / - .. ...... , , "' I I ~ I ORNEW~ ~ ,,:' ~ ~,,)::~;///~i I I t Z HORN EDWARDS; MAOELINE AVENUE ~ CRESCENT AVENUE; FISHERS IS~.D. NEW ¢ ~( ,~"' ~ ~ 1.5' H~gH ~ ~ ' ~ / ~l' ' ~ ~ ~ 6' { - 1,) THIS SU~ W~ PREPARED FOR THE PARTIES AND PURPOSE INDICATED ~ Z ~ 0 I ~/ SE~C ~TEM r / I B~EEN ~E CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE Of THE ~NTJG~NIT j 2,) ~ IS A VlO~ON OF THE STATE EDUCATION ~W FOR ANY PERSON  ~ ~ ~ ~ 3,) ONlY COPIES OF THIS 5URV~ MARKED WITH THE ~ND SU~EYOR'S SIGNATURE AND AN ORIGI~L EMBOSSED OR INK S~L ~E THE PRODUCT OF N/F THE ~ND SU~OR. / ~ PAUL ~ LESLIE / ~ TOMBA~I 4,) COORDINA~ DISTANCES ARE M~SURED FROM U.S, COAST AND CEOD~IC / ~ N/F ~ suRv~ TRIANGU~TION STATION "PROS" FISHERS IS~ND ~ 5,) S~ IS IN THE TOWN Of SOUTHOLD, COUN~ OF SUFFOLK TAX MAP / N/F [ ELECTRIC COMPANY 1 lOOO, SECTION 006, BLOCK 8, LOT I. /~ 7') IN R-40 Z0NE, RICHARD EDWARDS 6.) TOTAL AR~ = 21,686~ S,F. (0,50~ ACRES) ~ ~ SIT~ IS LO~TED 0  8.) LOT COVE~GE: EXISTING- 13,7X ..,~¢;~'~ ~ DATE: 05/24/2006 ~"~.*~ ~ ~ ~ SCALE: 1" = 30' F~LE F2S54 ~ ~H~c SCALE Iu ~ ~ SHE~: 1 OF 1 SHEET LOG ISSUED X X X X X X X X X X X X X X X SHEET DESCRIPTION AO01 TITLE SHEET AO02 GENERAL NOTES, LEGEND A020 SiTE PLAN A101 CONSTRUCTION PLANS A201 EXTERIOR ELEVATIONS A211 BUILDING SECTIONS A431 CONSTRUCTION DETAILS A432 CONSTRUCTION DETAILS A433 CONSTRUCTION DETAILS A434 CONSTRUCTION DETAILS A435 CONSTRUCTION DETAILS A 501 WINDOW SCHEDULE A601 CODE ANALYSIS S101 FOOTING & FOUNDATION PLANS S102 FRAMING PLANS LEGEND O3 04~02 01 EXTERIOR ELEVATION INTERIOR ELEVATIONS DOOR TAG WINDOW TAG DETAIL REFERENCE SECTION REFERENCE ELEVATION TAG EDWARDS GARAGE FISHERS ISLAND NEW YORK '~DERWRITER~ CERTIFICATE RETAIN STORM w~TER RUNOI~ PURSUANT T , .i; r OFTHE ~ ~/,,, APPROVED AS NOTED -~: ~7® TIP/ BUILDING DE~:ARTMENT AT -1802 8AM TO 4PM FOR THE ~ LOWING INSPECTIONS: FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH ~ FRAMING & PLUMBING 3, INSULATION 4 HNAL - CONSTRUCTION MUST BE COMPLF~E FOR C.O. ALL CONST .U T~C~N SHALL MEET THE REOUIPEM~ hT5 ~THE CODESOFNEW YORK CTATE. NOT RESPONSIBLE FOF DESIGN OR CONSTRUCTION ERROR~ PERMIT SET 08.14.06 EDWARDS GARAGE KINLIN RUTHERFURD ARCHITECTS, PLLC ALL CON&TRUCTIo~, ~I~.THE REQUIREMENTS L ~ OF NEW YORK STA CERTIFICATION OF NA!L!N"2 & CONNEcTIoNb REQUIRED. TITLE PAGE FULL SCALE PROJECT: 66 AO01 OCCUPANCY CR USE IS UNtAWFUL WIT~O~T CERTIFICATE OF~ ¢' ',NOY DONOTPR~OEEDWiTH FRAMING U,~,-r_SURVEy OFFOUNDATr~',.LOCATiON HAS BEENAPPROVEO. GENERAL NOTES 1) THE CONTRACTOR USING THESE DRAWINGS SHALL PERFORM ALL WORK IN ACCORDANCE WITH NEW YORK STATE AND APPLICABLE CODES HAVING dURISTICTION. 2)THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO THE START OF WORK, AND REPORT ANY DISCREPANCIES TO THE ARCHITECT OF RECORD PRIOR EXCAVATION. 3)THE CONTRACTOR PERFORMING THE WORK SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCEMENT OF WORK. AT THE COMPLETION OF WORK, HE SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT AND SHALL FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY, 4) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORSION, AND MIS-AUGMENTS ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD PRACTICE. 5)ALL WOOD MATERIALS, DESIGNS AND CONSTRUCTION SHALL COMPLY WITH APPLICABLE CODES HAVING JURISTICTION. 6) ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR, HEMLOCK WEST COAST, OR SOUTHERN PINE WITH A MINIMUM ALLOWABLE BENDING STRESS OF Fb=I¢OOPSI AND A MODULUS OF ELASTICITY OF E=1400000PSI. 7)ALL ROOF AND FLOOR JOISTS SHALL BE BRACED WITH 1"x3" WOOD CROSS BRIDGING OR APPROVED TYPE METAL CROSS BRIDGING AT 8'-0" O.C. MAXIMUM WITH A MINIMUM OF ONE ROW OF CROSS BRIDGING IF SPAN IS LESS THAN 15'-0". 8) STRUCTURAL PARTS OF WOOD FRAME SHALL BE GREATER THAN 18" ABOVE EXPOSED GROUND SURFACE. ALL POSTS SHALL BE RISES AT LEAST 3" ABOVE TOP OF SLAB ON GRADE. 9)THE SIZE AND NUMBER OF THE NAILS SHALL DE IN ACCORDANCE WITH THE APPLICABLE CODES HAVING JURISTICTIDN, BUILT-UP MEMBERS SHALL BE SECURELY BOLTED OR SPIKED TOGETHER. lO)ALL EXTERIOR WALLS SHALL BE FIRESTOPPED. ALL EXPOSED WOOD SHALL BE TREATED WITH PRESERVATIVE OR BE OF EQUAL DECAY RESISTANT SPECIES. 11) ALL EXTERIOR SHEATING SHALL DE 3/4" COX PLYWOOD. ALL INTERIOR SUB-FLOORING SHALL BE A MINIMUM 3/4" THICK PLYWOOD WITH ONE SIDE SMOOTH FINISH, AS PER RS 10-27. 12)ALL ROOFING SHALL BE CLASS "A" FIBERGLASS SHINGLES FOR SLOPED ROOFS AND 5 PLY BUILT-UP ROOFING WiTH 5 COATS OF MOPPED TAR FINISH FOR FLAT ROOFS. 13)PLUMBING: ALL INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE APPLICABLE CODES HAVING JURISTICTION. - ALL UNDERGROUND BUILDING DRAINS SHALL BE UNCOATED EXTRA HEAVY CAST IRON SOIL PIPE. - HOUSE SEWERS SHALL BE UNCOATED EXTRA HEAVY CAST IRON SOIL PIPE AND FITflNGS AND HAVE A MINIMUM DIMENSION OF 6" AS PER SECTION, - ROOF DRAINS SHALL BE CAST IRON OR OTHER CORROSION RESISTANT MATERIAL. 14)ALL HEATING TO COMPLY WiTH APPLICABLE CODES HAVING JURISTICTION. THE CONTRACTOR SHALL NOT SCALE OFF DRAWINGS, ALL WRITTEN DIMENSION SHALL HAVE PRECEDENCE OVER GRAPHIC DIMENSION. 15)THE CONTRACTOR VERIFY AND BE RESPONSIBLE FOR ALL DIMENSION AND CONDITIONS ON THE JOB. 16) ARCHITECT OR ENGINEER OF RECORD MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSION AND CONDITIONS SHOWN BY THESE DRAWINGS. 17)ALL CONSTRUCTION, DIMENSION, AND DETAILS SHALL CONCUR WITH AND BE DETERMINED FROM THESE DRAWINGS. 18) ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE ASTM SPECIFICATION, APPLICABLE, AND CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO THE WORK SHALL BE NEW. 19)THE ARCHITECT OF RECORD HAS NOT BEEN RETAINED FOR SUPERVISION AND ASSUMES NO RESPONSABILITY FOR THE PERFORMANCE OF WORK BEING DONE. 20)ALL BUILDING LOT LINES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. FINISH NOTES 1. ENSURE THAT SURFACE TO RECEIVE FINISHES ARE CLEAN, TRUE AND FREE OF IRREOULARI]]ES DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED COMMENCEMENT OF WORK SHALL INDICATE INSTALLER'S ACCEPTANCE OF SUBSTRATE 2. REPAIR ANB PREPARE EXISTING SURFACES SCHEDULED TO REMAIN AS NECESSARY FOR APPLICATION FOR APPLICATION OF NEW FINISHES, CONTRACTOR TO INSURE DELIVERY AND INSTALLATION OF CASEWORK AND FINISH CARPENTRY WILL NOT BE DAMADED BY OTHER CONSTRUCTION WORK, 4. ALL CODE-REQUIRED LABELS SUCH AS "UL" FACTORY MUTUAL OR ANY EQUIPMENT IDENTIRCATION PERFORMANCE RATING, NAME OR NOMENCLATURE pLATES SHALL REMAIN READABLE ANB NOT PAINTED, 5, THE CONTRACTOR SHALL PATCH SURFACES TO MATCH ADJACENT IN A MANNER SUITABLE TO RECEIVE FINISHES, 6. COORDINATE WITH OWNER'S DESINATEB REPRESENTATIVE FOR BELIVERY AND PLACEMENT OF ALL FURNITURE ANB WALL-HUNG EQUIPMENT, 7. REFER TO FINISH SCHEDULE FOR SPECIFIED FINISHES. 8. REFER TO INTERIOR ELEVATIONS FOR MOUNTING HEIGHTS REQUIRMENTS. SMOKE DETECTOR NOTES 1) SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FRON THE BUILDING WIRING WITH NO SWITCHES IN THE CIRCUIT OTHER THAN THE OVER CURRENT DEVICE PROTECTING THE BRANCH CIRCUIT. 2) ALL DETECTORS TO BE COMBINATION SMOKE & CARBON MONOXIDE. LEGEND J-~ + EXIST. WALLS & CONDITIONS ?¢--- -- -- -- ~-_~ EXIST. WALLS TO BE REMOVED ~ NEW INTERIOR WALL (SEE PARTITION TYPE & DETAILS) ~ NEW EXTERIOR WALL (SEE PARTITION TYPE & DETAILS) SMOKE DETECTOR DOOR TAG (~) WINDOW TAG ~_.~.//~ REVISION CLOUD t PARTITION TYPE DETAIL REFERENCE SECTION REFERENCE ELEVATION TAG 04/A-BO1 O3 044~02 01 EXTERIOR ELEVATION INTERIOR ELEVATIONS D.O.B. INSPECTIONS 1. AS REQUIRED BY THE LOCAL TOWN DEPARTMENT OF BUILDINGS CONTRACTOR SHALL NOTIFY DEPARTMENT OF BUILDING FOR REQUIRED INSPECTIONS PRIOR TO PROCEEDING WITH WORK. ALL INSPECTIONS DONE BY BUILDING DEPARTMENT OFFICIALS. 2. ADDITIONAL INSPECTIONS MAY BE REQUIRED AS DIRECTED BY THE DEPARTMENT OF BUILDING. S;EE INSPECTION CARD. 5. CONTRACTOR SHALL INCLUDE 5% :::b OF CONTRACT SUM FOR CONTROLLED INSPECTION% IF PERFORMED BY AN ARCHiTECT/ENGINEER 4-. G.C. WILL BE; RESPONSIBLE FOR ANY WORK DONE WITHOUT PROPER APPROVALS FROM THE IBUILDING DEPARTMENT, PERMIT SET 08.14.06 EDWARDS GARAGE FISHERS ISLAND, NEW YORK KINUN RUIHERFURD ARCHITECTS, PLLC GENERAL NOTES, LEGEND FULL SCALE AO02 PROJECT: 66 ~AADELINE A~ENUE OVERHEAD UTILITIES NBT4~'50"E DRIVEWAY 252.00' I (N) EXTEN30N ~ DECK (E) HOUSE HIGH STONE WALL / STONE ~¥ALL MONUMENT N/F RICHARD EDWARDS N/F FISHER ISLAND ELECTRIC COIvlPANY N/F LAWRENCE R HORN N/F PAUL & LESLIE TOMBARI 0 1 SITE PLAN & WF. PERMIT SET 08,14.06 EDWARDS GARAGE KINLIN RUTHERFURD ARCHITECTS, PLLC SITE PLAN FULL SCALE A020 PROJECT: 66 6 x 6 WOOD POST IN CUSTOM WOOD COLUMN /~ · ENCLOSURE__ __ (TYP. FOR 4) ~, T-9 3/4" 7'-9 3/.4" 7'--9 ~/~II I 24'-0" I ~ ¥-2 1/¥' T-9 3/4" 7'-9 3/.4" 4'-2 1/4" STAIRS (GC TO PROVIDE SHOP DWG'S. PRIOR TO FABRICATION) (SEE DTL 3, SHT. A431) III 4" COLUMN LALLY COLUMN OVERHEADIOARAGE DOOR (TYP FOR~) 6" CONC. SLAB W/WWF ON VAPOR BARRIER ON 4" GRAVEL BED 'I' (2) 2 x 10 LINTELS W/6" BEARING EA. COLUMN L 3/¢ 7'- ~ 8'-23/¢" 24'-0" 01 mst FLOC. P,.-*N ~ 4" LALLY COLUMN 9'-5 1/2" 5'-5 / 9'-3 1/2" t; 11'-81/2" ~l I.: ~ ; 4 LALLYxCOLUMN 12'-0" 12'-0" 24'-0" 02 SECOND FLOOR PLAN O~ ROOF PLAN ASHPALT SHINGLES ON 15 LB, ASPHALT FELT UNDERLAYMENT ON ~" EXTERrOR GRADE PLYWOOD SHEATHING PERMIT SET 08.14.06 EDWARDS GARAGE KINLIN RUTHERFURD ARCHI'IECTS, PLLC CONSTRUCTION PLANS FULL SCALE A101 PROJECT: 66 01 ELEVATION T.O RIDGF , ELEV. 21'-5" ELEV. ELEV. x 6 WOOD POST ON 12" SONOTUBE FOUNDA~ON IN CUSTOM-WOOD COLUMN ENCLOSURE (TYP. FOR T.O RIDGF , ELEV. 21'-5" £LEV. ELEV. E,L..E,V..ATION 1/4 -1 -o _ T.O RIDGE ELEV, 21'-5" BOT. OF CIEI INS ELEV. 17'-0" T.O RIDGE ELEV. 21'-5" ELEV. T.O UNFINISHED FL, ELEV. 10-'0" ELEV, T.D BASEMENT SLAB ELEV. 0'-0" ELEV. O~ ELEVATION ASPHALT SHINGLES ON 15 LB ASPHALT FELT UNDERLAYMENT ON J" EXTERIOR GRADE PLYWOOD SREA~NG O~ ELEVATION DING ON BUILDING PAPER ON 3/4" EX~RIOR GRADE PLYWOOD ON 2 x 4 WD, STUDS @ 16" o.c. W/R- iNSULA30N BETWEEN STUDS PERMIT SET 08,14.06 EDWARDS GARAGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLLC ELEVATIONS FULL SCALE A201 PROJECT: 66 T.O RIDGE ELEV, 21'- 5" T.O FINISHED FL~ ELEV. 10'-O'~ ELEV, SHINGLES ON 15 LB. ASPHALT FELT UNDERLA~ENT ON J" EXTERIOR GRADE PLYWOOD SHEATING 6" CONC, SLAB W/WWF ON VAPOR BARRIER ON ¢" GRAVEL BED (SLOPE 1/8" PER go0~ L WOOD SIDING ON BUILDING PAPER ON 5/4" EXTERIOR GRADE PLYWOOD ON 2 x 6 WD, STUDS @ 16" o,c, W/R-lB INSULATION BETWEEN STUGS 0 1 SECTION PERMIT SET 08.14.06 EDWARDS GARAGE KINLIN RUTHERFURD ARCHITECTS, PLLC SECTIONS FULL SCALE A211 PROJECT: 66 TYP. INTERIOR WALL DETAIL-N.T.S. x 4 WOOD STUDS 16" c.c. (TYP.) SOUND A~TENUATION BLANKET BETWEEN ROOMS 5/8" FC "X" GYP. BD. 1 LAYER PER SIDE (FINISH TO EXTEND TO CEILING) TYP. EXTERIOR WALL-N.T.S. NEW EXTERIOR FINISH TO MATCH EXISTING (SEE ELEVATIONS) 2 x 6 WOOD STUDS © 16" o,c, (TYP,) R-lB INSULATION 5/8" FC "X" GYP. BD. 1 LAYER PER SIDE (FINISH TO EXTEND TO CEILING) 5/8" EXTERLOR GRADE GYP. BD. SHEATHING OR ,3/4" EXTERIOR GRADE PLYWOOD SHEATHING -- BUILDING PAPER SIMPSON CAP LCC7-4- CON3NUOUS VENT 6" CONC. SLAB W/WELDED WIRE MESH (SLOPE 1/8" PER FOOT) 'Il: ~FLYWOOD SUBFLOOR AT ~E^D AND 5/8" GYP CARRIAC~ FIRE BLOCKING FINISH FLOORING 03 ?' STA, R DETAIL FLASHING "A' ASPHALT ROOFING OVER 15 LB ROOFING FELT AND 5/4." EXTERIOR-GRADE PLYWOOD SHEATHING %0 RIDGE EL: +21'-5" X 14" PARALLAM PSL LALLY COLUMN X 14" PARALLAM PSL X 18" PARALLAM PSL LALLY COLUMN SECOND FLOOR EL.: +10'-0" SIDING ON BUILBING PAPER ON 3/¢' EXTERIOR GRADE PLYWOOD ON 2 x 6 WD. STUDS ~ 16" o,c, W/R-13 INSULA~ON BETWEEN STUDS --2 x 4 BOTTOM PLATE TOP OF SLAB XiEL.: 0'-0" STING GRADE VERTICAL REBAR VAPOR BARRIER POURED CONC. FOUNDATION TO TOP OF FOOTING EL.: -,¢'- 6" O~ SECTION PERMIT SET 08.~..06 EDWARDS GARAGE KINLIN RUTHERFURD ARCHITECTS. PLLC CONSTRUCTION DETAILS FULL SCALE A431 PROJECT: 66 GUTTER' CONTINUOUS VENT (3) 2 x 6 HEADER 'lI GARAGE FLASHING "A" ASPHALT ROOFING OVER 15 LB ROOFING FELT AND 5/4" EXTERIOR-GRADE PLYWOOD SHEATHING T.O RIDGE EL,: +21'-5" 7" X 14¢ PARALLAM PSL FINISH FLOOR PLYWOOD SUBFLOOR ,¥' TJI TRUSS JOISTS% #230 TJI HANGER 7" X 14" PARALLAM PSL SECOND FLOOR EL.: +10'-0" WOOD SIDING ON BUILDING PAPER ON 5/4" EXTERIOR GRADE PLYWOOD ON 2 x 6 WD. STUDS © 16" o,c. W/R-13 INSULATION BETWEEN STUDS ///~6" CONC. SLAB W/WELDED WIRE MESH (SiOP~I/8" PER FOOT) 2 x 4- BOTTOM TOP OF SLAB EL.: 0'-0" EXISTING GRADE -6mm VAPOR STOF VERTICAL REBAR 24"0.C, POURED CONC. FOUNDATION TO TOP OF FOOTING EL.: -4'-6" 0 1 SECTION PERMIT SET 08.14.06 EDWARDS GARAGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLLC CONSTRUCTION DETAILS FULL SCALE A432 PROJECT: 66 GUTTER CONTINUOUS VENT (3) 2 x 6 HEADER FLASHING S "A" ASPHALT ROOFING OVER 15 LB ROOFING FELT AND 5/4" EXTERIOR-GRADE PLYWOOD SHEATHING T,O RIDGE EL.: +21'-5" 7" X 14-" PARALLAM PSL ~" FINISH FLOOR PLYWOOD SUBFLOOR Y2" TJI TRUSS JOISTS ~" #230 TJI ~ HANGER 7" X 1¢ PARALLAbt PSL SECOND FLOOR EL.: +10'-0" SIDING ON BUILDING PAPER ON 3/4-" EXTERIOR GRADE PLYWOOD ON 2 x 6 WD. STUDS @ 16" o.c, W/R-13 INSULATION BETWEEN S~DS GARAGE 6" CONC. SLAB W/WELDED WIRE MESH (SLOPE 1/8" PER FOOT) 2 x ~ BOTTOM TOP OF SLAB 6mm VAPOR BARRIER CRUSHED STONE VERTICAL REBAR 2,¢"0.C, POURED CONC, FOUNDATION - TO TOP OF FOOTING EL.: -4'-6" 0 1 SECTION BETWEEN DORMERS PERMIT SET 08.14.06 EDWARDS GARAGE FISHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLLC CONSTRUCTION DETAILS FULL SCALE A433 PROJECT: 66 2" x 8" RAFTER (3) 2" x 10" BEAM WOOD COLUMN TOP OF SLAB EL,: 0'-0" ~ EXISTING GRADE #5 VERTICAL REBAR 2'¢"0.C.- 10" POURED CONC. FOUNDATION  TO TOP OF FOOTING EL.: -4'-6" 7" X N" PARALLAM PSL~ 7" X 14" PARALLAM PSL~ x 4 BOTTOM PLATE VAPOR BARRIER ~ED STONE 01 SECTION AT FRONT PORCH ~7" X 14" PARALLAM PSL T' X 14" PARALLAM PSL 2 x 4 BOTTOM PLA 6mm VAPOR BARRI CRUSHED STONE TO RIDGE EL,: +21'-5" SECOND FLOOR EL,: +10'-0" liNG ON BUILDING PAPER ON 3/4" EXTERIOR GRADE PLYWOOD ON 2 x 6 WD, S]UDS @ 16" b.c, W/R-13 INSULA30N BETWEEN STUDS TOP OF SLAB EL.: 0'-0" EXISTING GRADE TOP OF FOOTING %EL.: -4'-6" 01 WALL SECTION PERMIT SET 08.14,06 EDWARDS GARAGE KINLIN RUTHERFURD ARCHITECTS, PLLC CONSTRUCTION DETAILS FULL SCALE A434 PROJECT: ~6 WIN DOW SCH EDU LE A RO HOPE , ,ME SIOHS M S, EVER,FIEO, HEF, 1st Floor Rough Opening Size Jamb Casing Divided Exterior REMARKS Window# Room # Rm Name Type Manufact. Product# Description Width Height Depth Type light Screen Hardware Cladding 01 Garage A Marvin MULLED UNIT (2) CUDH 2018 Double Hung 51.75" 44.875" 6" V.I.F. SDL Y White White Clad 02 Garage A Marvin MULLED UNIT (2) CUDH 2018 Double Hung 51.75" 44.875" 6" V.I.F. SDL Y White White Clad 03 Garage A Marvin MULLED UNIT (2) CUDH 2018 Double Hung 51.75" 44,875" 6" V.I.F. SDL Y White White Clad 04 Garage A Marvin MULLED UNIT (8) CUDH 2018 Double Hung 51.75" 44.875' 6" V,I.F. SDL Y White White Clad 05 Garage A Marvin MULLED UNIT (2) CUDH 2018 Double Hung 51.75' 44.875' 6" V.I.F. SDL Y White White Clad 06 Garage A Marvin MULLED UNIT (2) CUDH 2018 Double Hung 51.75" 44.875" 6" V,I.F. SDL Y White White Clad 07 Garage A Marvin MULLED UNIT (2) CUDH 2018 Double Hung 51.75" 44.875" 6" V.I.F. SDL N White White Clad 2nd Floor 08 Dormer A Marvin MULLED UNIT (2) CUDH 2018 Double Hung 51.75" 44.875" 6" V.I.F. SDL N White White Clad 09 Dormer A Marvin MULLED UNIT (2) CUDH 2018 Double Hung 51.75" 44.875" 6" V.I.F. SDL Y White White Clad 10 Dormer A Marvin MULLED UNIT (2) CUDH 40~2 Double Hung 51,75" 44.875" 5" V.I.F. SDL Y White White Clad 11 Storage/Recreation B Marvin CUDH 2018 Double Hung 25.375" 44.875~ 6" V.I,F. SDL Y White White Clad 12 Storage/Recreation B Marvin CUDH 2018 Double Hung 26,375" 44.875" 6" V.I,F. SDL Y White White Clad 13 Dormer A Marvin MULLED UNIT (2) CUDH 4012 Double Hung 51.75' 44.875" 6" V.I.F. SDL Y White White Clad 14 Dormer A Marvin MULLED UNiT (2) CUDH 4012 Double Hung 51.75" 44.875" 6" V.I.F. SDL Y White White Clad 15 Dormer A Marvin MULLED UNIT (2) CUDH 4012 Double Hung 51.75" 44.875" 6" V.I.F. SDL Y White White Clad 16 Sterage/Recmatlon B Marvin CUDH 2018 Double Hung 26.375" 44 ,S75" 6" V.I,F. SDL Y White White Clad 17 St~rage/Recrea'don B Marvin CUDH 2018 Double Hung 26.375' 44.875" 6" V.I.F. SDL Y White White Clad NOTES' 1. WINDOW TRIM INSTALLED BY MANUFACTURER UNLESS OTHERWISE NOTED, 2. VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN, 3. WINDOWS WHICH GO INTO EXISTING FRAMING; VERIFY DIMENSIONS, IN FIELD AND CONSULTANT W/ ARCHITECT OF ANY DISCREPANCIES. 4. WINDOWS iN EXISTING WALLS; PATCH WALL AS REQUIRED TO RECIEVE NEW TRIM, PERMIT SET 08.14.06 EDWARDS GARAGE FlaHERS ISLAND, NEW YORK KINLIN RUTHERFURD ARCHITECTS, PLLC WINDOW SCHEDULE FULL SCALE A501 PROJECT: 66 EDWARDS RESIDENCE - FISHERS ISLAND TABLE R301.2(1) CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA Ground Seism[o Snow Wind Spee(~ Design Load (MPH) Categoiy 45 120 B SUBJECT TO DAMAGE FROM Frost Uno Depth Decay Slight to 36" Moderate Termite Moderate to H eav:/ Winter Iceshield Design UndeNay Flood Tamp Required? Hazard 11B Yes N/A 07' DESIGN CRITERIA CODE ANALYSIS: USE/OCUPANCY: R3 (2 CAR GARAGE AND STORAGE) HEIGHT AT RIDGE: 21' 11" FIRE AREA: 758 SG. FT. TYPE OF CONSTRUCTION: TYPE 5 DESIGN CRITERIA'. PRESCRIPTIVE FRAMING MATERIAL: DOUGLAS FIR #2 THIS BUILDING IS DESIGNED TO MEET ALL OF THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW YORK. THE WOOD FRAMED STRUCTURE BAS BEEN DESIGNED TO THE SPECIFICATIONS SET FORTH IN THE WOOD FRAME CONSTRUCTION MANUAL (WFCM) HIOH WiND ADDITION FOR 120 MPH WIND SPEED CATEGORY, SMOKE ALARMS PROVIDED AS PER NFPA 72 - SECDON R 317.1. LATERAL FRAMINO AND SHEAR CONNECTIONS: All lateral frcming and shear connections for the roof assembly are to be made in accordance with table 5.1 of the W.F.C.M. This nailing schedule shown below is that schedule with all varues included. UPUFT CONNECTIONS: All roof to well, wall to well, and wall to foundation connections meet or exceed the requirements from table 5.3B or 3.3 in the W.F.C,M 1. Connectors specifications exceed the uplift load, lateral load, end shear load requirements specified in table 3,3, 2, Any connection, roof to well, wall to well, and wall to foundation, that is not made wTth an engineered connecter, must be nailed in accordance with the nail schedule. RAFTER/TOP PLATE CONNECTORS: Each rafter must be connected to the war top plate with a Simpson HB connector following the manufacturer's specificoDons (see drawing 04), RIDGE STRAPS' Ridge straps shell be attached to each pair of opposing rafters. Ridge strop connections meet the requirements given in table 3.4 of the W,F.C.M. OVERTURNING RESISTANCE: Holdowns ore provided on each end of all shear wells in accordance with figure 2.2d cf the W.F,C,M, Specific hardware is shown in drawings 01 and 02. ROOF SHEATHING: In the 4' perimeter edge zone of all roof areas, 8d common nails will be spaced 6" O.C. et penal edges end 12" at intermediate suppor~s [n the pone] field. In the interior zones, 8d common nails shoJl be spaced in the same manner: 6" spacing at panel edges and 12" spacing at intermediate suppor~s. These patterns meet the requirements of the 120 mile per hour wind speeds on table 3.8 of the W.F.C,M, WALL SHEATHING: Wall sheathing attachment for all exter'or wells and all interior sheer walls shall be 4" O.D. at panel edges and 8" O.C. at intermediate suppor~s in the panel FLOOR JOIST BRIDGING: Bridging shall be installed in oll floor framing systems between joists et 6 foot intervals. FLOOR DIAPHRAGM BRACING: Brocking and connections shell be provided, at panel edges perpendicular to floor framing members in the first two bays of framing, and shell be spaced at o maximum of ¢' O.D.. WOOD STUDS: All wood framing is Douglas fir #2. Exterior walls are 2x6 framed walls with 3/4" inch plywood. Interior wal~s, unless no[ed otherwise are framed with 2x4s. At all corners, a minimum of three studs shall be used in oil walls. TOP PLATES: Double top plates shall be provided at the top of all interior and exterior load bearing walls. The double plates shall overlap at comers and at [ntersecUons with other exterior or interior load bearing walls. PROTECTION AT OPENINGS: Wood structural panels with a minimum thickness of 7/16 th inch will be made for placement et all openings on the north exterior wall These panels will be precut to cover these glazed openings. The attachment will be 2-1/2" #6 screws, with 9" spacing at the perimeter. This screw end spacing is in accordance with Table 1609.1.4. 06 CODE ANALYSIS INSTALATION NOTES: - ALL HOLDOWNS USE ~" STUD MACHINE BOLTS (HD6A - 2, HDGA - D, HDIOA - 4) AND SIEEL NYLON LOCKING NUTS - ALL ANCHOR BOLTS ARE ~" DIAMETER - FRAMING AT INSTALLA~ON LOCATIONS WILL BE DOUBLED AND NAILED Y' O,C. - MACHINE BOLTS MUST HAVE 3" OF BEARING IN VERTICAL MEMBERS - BOLT HOLES SHALL BE A MINIMUM OF ,!~2" TO A MAXIMUM OF ~a" LARGER THAN THE BOLT DIAMETER (PER 1997 NDS, SECTION 8.1,2,1) - STANDARD WASHERS ARE REQUIRED ON S~JD BOLTS AGAINST WOOD. NO WASHER IS REQUIRED ON LOAD TRANSFER PLATE OF HOLDOWN - HOLDOWN WILL BE LOCATED FLUSH WITH BOTTOM PLATE, EXCEPT WHERE TWO NOLDOWNS OCCUR - WHERE TWO NOLgOWHS ARE INSTALLED ON THE SAME MEMBER, ONE HOLDOWN WILL BE INSTALLED FLUSH WITH BoTroM PLATE AND ONE WILL BE STAGGERED WR~ICALLY ABOVE RRST HOLDOWN - ANCHOR HOLT NUTS SHOULD BE FINGER-TIGHT PLUS ,~ TO ~ TURN WITH A W~ENCH, W1TH CONSIDERATION GIVEN TO POSSIBLE FU~JRE WOOD SHRINKAGE. CARE SHOULD BE TAKEN NOT TO OVER-TORQUE THE NUT. - STUD DOLTS SHOULD BE SNUGLY ~IGHTENED (1997 NDS, SECTION 8.1.2.4) 05 HOLDOWN INSTALLATION Nailing Schedule =ROM 04 NAILING SCHEDULE SIHPSDN H0 02 SIMPSON CONNECTORS (2) SIMPSON HDIOA SIMPSON HDIOA [(2) s,MpsoN HD OA (2) SIMPSON HDIOA I SIMPSON HDIOA I (2) SIMPSON HDIOA 03 HOLDOWN LOCATIONS 1-1/4" x 20GA STRAP~ SIMPSON H8 ~ SIMPSON H8] I SIMPSON HD10A ~ SIMPSON HDIOA ] 01 CONNECTOR LOCATIONS PERMIT SET 08,14.06 EDWARDS GARAGE KINLIN RUTHERFURD ARCHITECTS, PLLC CODE ANALYSIS FULL SCALE PROJECT: 66 A601 F .................................. · ............ ~ .......... T ...................... ~= [ ,' ' 10" POUR~ED CONCRETE ,' FOUNDATIION WALL i ~, ' ABOVE F~q I ' ' i ' CONCRE~ PILAR ~ LINE OF ABO~ ~ CONCRE~ FOOTING I 12'-6" 12'-6" 25'-0" 02 FOOTING PLAN T.O. SLAB AT GARAGE DOOR ~= 0'-0" SLOPE 1/8" PER FOOT T.O. SLAB AT GARAGE DOOR ~=0'-0" SLOPE 1/8" PER FOOT iT.O FOOTING EL, = -'¢-6" T.O. FOOqNG ~'L. = -,¢-6" -- 4 FOUNDATION DETAIL AT G/~RAGE DOOR 03 FOUNDATION DETAIL V2'-r-o' m 7'-8 a/4" m m [] I ELEV: 10" POURED CONCRETE FOUNDAqON WALL ~ CONCRETE PILAR LINE OF CONCRETE FOOqNG BELOW +0'-6" OliO*1 11'-2" 1 f-2" 10" 01 FOUNDATION PLAN PERMIT SE'r 08.14,06 EDWARDS GARAGE KINLIN RUTHERFURD ARCHITECTS, PLLC FOOTING & FOUNDATION PLANS FULL SCALE S101 PROJECT: 66 iii FOR SUPPORT OF ROOF ABOVE II (2) 9 ~" #230 TJI ~ 16" O.C. I I (2) 9 Y~" #230 TJI @ 16" O.C. ! L .......................... i i ii II 2 FRAMING PLAN: SECOND FLOOR ~' I i i i i [ [ i i i i i i i i i J -'~ i i i i i i I I ' i i i I i i i i ~X ~(2 X RA ~R ~1 o.~. 2 X RA ~R ~1 o,~,~' , 2 X 8 RAF~RS ~ (2) 2 X 8 RAFTERS i ~ 2 X 8 RAFt'S ~ 16" o.c. i i i I I 2 X 8 R~ ¢ 16" o.~.~i dl I I I I ..... . . ' ...... , ~i2X~OR~E ,, i i 2~RA~I~S~1~','%,4 i 2~10 ......... ~ ...... ~'-iS?' -'~ C'-' ,,~L-~-'= i- i ~ ; ~ , .~ 2 X 8 RAFtErS $16 o,~%x: ~ i ~ i 5~.- ................. q~ ..............· .~ ~ (2) 2 X 10 R~SS ~2) 2 X 10 8~[7[~S ~ . i ~2~_._ .~'7 i j2 x ~o ~' ' I g 2 X 8 RAFTERS ~6" o.c. ~' ~)~.~. R~F~R_~5 ~l ~ X ~0 RAFTERS . /~ ,, c~ ~ I ~ 2XSRA S~16 o.c. ~' ' . ............. ............ I I I~ ......... ~ F ........ 7~ I 12X~0RIbGE I ~ 1~2~XSRA~RS~16~ ] I 2~ -I~'-i ....r'-'F'-~ .... ~ ='-'-~-'q'-'T i ' 4 , I I ~1/2 x ~ RAF~kS I ~.~ ....... ~ r I ~,/ 2 X B RAFFE~S ~ 16" o.c. i ¢6" o.c. ~) 2 X 8 RAFTER~ I I ii 0 1 FRAMING PLAN: ROOF PERMIT SET 08.:~t.06 EDWARDS GARAGE KINLIN RUTHERFURD ARCHITECTS, PLLC FRAMING PLANS FULL SCALE S102 PROJECT: 66