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HomeMy WebLinkAbout35372-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~d~TMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34331 I~ate: 05/07/10 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 350 OAK RD NEW SUFFOLK (HOUSE NO.) (STREET) (HAMLET) C~ty Tax Map No. 473889 Section 117 Block 2 Lot 3 Subdivision Filed Map No. __ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 18, 2010 pursuant to which Building Permit No. 35372-Z dated 9L~RCH 5, 2010 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 TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to BERNARD & JANE TURCHIANO (OWNER) of the aforesaid building. SUFFOLK COUI'~'Y DEPART~4ENT OF HE~G~TH~-PPROV~J~ ELRt-rKICAL c~TIFICATH NO. PLIERS C~uiTIFICATION DA'r~3 N/A N/A N/A Signature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: ~ ~ 1. Final survey of property with accurate location of all buildings, property li~ topographic features. [/1~ 2. Final Approval from Health Dept. of water supply and sewerage-disposal~-~l rm)~ ' ~ '[[/~ 3. Approval of electrical installation from Board of Fire Underwriters. I " ' ~ 4. Sworn statement from plumber certifying that the solder used in system qontai s lt.~.~ than 2/10 of 1% 5. Commercial building, industrial building, multiple residences and simil~ngsr~certi: of Code Compliance frOm architect or engineer responsible for the buit ~'0v/~ 0~- ,~0~,r~ 6. Submit Planning Board Approval of completed site plan requirements. ~ ~ cate 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 thc 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 Date. New Construction: ~ Old or Pre-existing Building: (check one) Location of Property: ~ O t0t:l ~ ~t'~¢ ~L /~¢,~ House No. Street Owner or Owners ofProperty: ~:t'~tarM ~ ~J'~¢ ~T-vrr,~/~t~0 Suffolk County Tax Map No 1000, Section ]/7 Block ,~ Hamlet Subdivision Permit No. .v, ~ 3 72 Date of Permit. 3 '~'-/t~ Filed Map. Lot: Applicant: '~V f ~ ~ t ~ r} 0 Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ,~-, ~5~/9 Underwriters Approval: Final Certificate: /~X (check one) FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUII/)ING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35372 Z Date MARCH 5, 2010 Permission is hereby granted to: B & J TURCHIANO 350 OAK RD. NEW SUFFOLK,NY 11956 for : CONSTRUCTION OF AN ACCESSORY GARAGE IN THE REAR YARD AS APPLIED FOR at premises located at 350 OAK RD NEW SUFFOLK County Tax Map No. 473889 Section 117 Block 0002 Lot No. 003 pursuant to application dated FEBRUARY 18, 2010 and approved by the Building Inspector to expire on SEPTEMBER 5, 2011. Fee $ 128.80 / Authorize~d Signature ORIGINAL Rev. 5/8/02 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 CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARK~S: / .~z~, ~ DATE INSPECTOR 2~' ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION [~FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION 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 CONSTRUCTION [ ]FIRERESISTANTPE#,-~.ATION REMARKS: //~/.~._.. ,~//~ ~"~-~ ~:~Z DATE INSPECTOR .35-3 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION ~ FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~--- ~ -- ( O__ INSPECTOR ~IJ~LD INSPEt,dI'!ON REPORT DATE ~o~o~ (2~) . ROUGH ~G & PL~G ~$~ON PER N. Y. STA~ E~RGY CODE TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork. net Examined Approved ~, 20 //0 Disapproved PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Mail to: Expiration sets of //5'7' 2°// ,O., ,¢ . ~ ~ ~ ;k[l ~ Bu lding Inspector ¢ ATION FOR BUILDING PERMIT INSTRUCTIONS Date ~/~ ,20 / ~ filled in by typewriter or in ink and submiaed to the Building Inspector with , accurate plot pl~ 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 purpos'& 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 l~'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, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature oFappl[cant 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 ~',]~ A[,4'fff [:) eb j ~ ~ r L /gO H / ~ ~ O (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. I. Location of land on which proposed work w!ll be done: House Number Street County Tax Map No. 1000 Section Subdivision //7 Hamlet Block o~ Lot J Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occu anc a Existing use and occupancy 0'//[/~-~.~ ~,~o%~dc°nstructi°n: b. Intended use and occupancy_ J'/~/t/~/~-~_/-'dfz~-~z'- /~c~ ~--,.~O~'~ ~::~Z~'~' 3. Nature of work (check which applicable): New Building /// Addition Alteration Repair Removal Demolition ~Otl~er Work 4. Estimated Cost ~t~'/,~, ~/?tP _ Fee (Description) (To be paid on filing this applicat on) 5. If dwelling, number of dwelling units /(//¢ Number of dwelling units on each floor~ If garage, number of cars _ F-/.,t) 0 6. If business' C°mmercial or mixed occupancy, specify nature and extent of each type of use. /(/..,,~ 7. Dimensions of existing structures, if any: Front F,~ ~. t~. / Rear ~x~, o~'' Depth Height_ /~' / Number of StSries Dimensions of same structure with alterations or additions: Front ,'(/~4- Rear Depth Height Number of Stories 8. Dimensionsofentire new construction: Front_ ,~ r Rear ~2 ~ Depth Height _ t/z/- ~ Number of Stories ¢9~,,,~- 9. Sizeoflot:Front~ /O~ / Rear_ /tS~)O Depth. /0--0 / 10. Date of Purchase c~O~7~c~' Name of Former Owner__ ~'t/-.Z[.-5(t'~/ ~O,,~" I I. Zone or use district in which premises are situated ,~ -- .~ (~ 12. Does proposed construction violate any zoning law, ordinance or regulatio'fi? YI~S NO I-'''/ 13. Will lot be re-graded? YES _ NO [///Will excess fill be removed from premises? YES NO 14. Names ofOwnerofpremises ~/~/,"~q/O Address--~.!~t~ff~ Phone No ,_.~/~ ~.~/-~ Name of Architect. ~/.,t!,~,g' ~ cP/'~'~Z./J'fi'~4/ Address~~hone No' -,'~ ¢ - Name of Contractor Address Phone No. 15 a. Is this property within 100 feet ora 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 of a tidal wetland? * YES NO~/' * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. -- STATE OF NEW YORK) COUNTY OF,~L~ ~Sf -~/F~)~/~~v~''2 ~ heing duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (Comractor, Agent, Corporate Officer, etc.) ffsaid owner or owners, and is duly au~orized to perfo~ or have perfo~ed the said work and to make and file this application; hat all statements contained in this application ~e true to the best of his knowledge and belief; ~d that the work will be ,erfonned in the manner s~t foah in the application filed therewith. before me this,,.-- t . day of ~0__~ 20)0 N°tary~Public- 7 ?'r~C~,~ NO. 01 ~nt Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M, ~ DIstrict a I Block Lot THE FOI.LOWING ACTION8 MAy REQUIRE THE SUBMISSION OF A STORM-WATER GRADING DRAINAGE AND EROSION CONTROL PLAN CERT F ED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number:. (NOTE: A Check Mark (~) for each Question is Required for a Cornpiete Applicafioh) Ye.__~s N._.~o Will this Project Retain All Storm-Water Run-Off Genemtad by a Two (2") Inch Rainfall on Site? v'/ (This item will include all run-off created by site cleadng 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 r~ ~/' Existing Grade Involving more than 200 Cubic Yards of Matedal within any Pamel? -- Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? 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 Vertical Rise to One Hundred (100') of Horizontal Distance? L~J -- W~l Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off r'~ nto and/or in the direction of a Town dght-of-way'~ Will this Project Require the Placement of Matadal, Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT Include the Installation of Ddveway Aprons.) Will this Project Requiro Sita Preparation within the One Hundred (100} Year Floodplain of any Watercourse? r~ L/~/ 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 PermRI EXEMPTION: Yes No 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 Requiredl -- Y'/ STATE OF NEW YORK, .-.,.-~ , ,~ cou w ss That I, .....~4-~.,~........":~J~.~.....~...~'.'"'.'."'."""'"'_-- ~'~ -' "'""'"' being duly swom, de'poses and says that he/she is tie appticant for Peri,it, (Name of Individual signing Document) And that he/she is the ............... ~.,.;...o~;.;;,..~.o.~.;;..c~;.,..A.;;.a.,i..~;.....mo~;;......Omc~;...,;.ol;'' Owner and/or representative of the Owner of Owner's, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn tO before me this; FORM - 06107 , ~ N/F P~l.a sm; FILE NO. 50830 OAK STREET SURVEY OF DESCRIBED PROPERTY SITUATED AT ' NEW SUFFOLK, TOWN OF SOUTHOnD SUFFOLK COUNTY, NEW YORK S.C.T.M. NO. 1000-117-g-3 ~ AREA = 15,000 SQ. FT. FK, COR. 4.oZ OF MON. F& 0.5~ FR. I .~TY. FR. DWG. ,350 .i 1AND N/F FRANK COPIU$ · MARGAP, Fr COPIU$ SCALE: 1" = 30' N 73°~1 'O0"F FR. J.~? 2.49.30' BE CERTIFIED. . ,~ CERTIFIED TO. x. om N/r ~wromo ~mmvm~rro ~_- BERNARD AND IANE TURCHIANO ~, Nriz rm~z ~ J.P. MORGAN CHASE BANK, N.A. NEW AGE TITLE AGENCY RETAIN S/ORU WATER RUn, OfF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. × I .~ ~ FRO. HO~£OWNERS. FIELO O~SEI~ATi~N$ ~O/OR INF'O~)44~ION OBT.41NED I~OU SE~D DATE: 0~/,~8/~008 LiND N/F NANCY PAT T. SECCAFICO PROFESSIONAL LAND SURVEYOR, P.C. - SUCCESSOR TO - DONALD rASE, L.S. R/CHARD WILHELM ,~NO .~SSOC~T~S NORTHSTAR SURVEYING, P.C. PAUL T. CANALIZO, L.S., ROBERT A. KART, L.S. GOOD GROUND SURVEYORS, P.C. J28A Main Street Hampton Atrium Unit D-4 Center Morlches, NY 119J4 186 W. Montauk Highway Hampton Bays, NY 11946 Phone: (631) 878-0120 Phone: [631) 728-5350 Fax: (631) ~78-7190 Fax: (631) 728-6707 N.Y.S. LIC. NO. 049287 COPYRIGHT - 2008 PAT ~ SECCAFICO P.L.S., P.C. TOWN OF SOUTHOLD PROPERTY RECORD CARD DIST. SUB. ACR, I /'~ ~ ~,?YS" OWNER ~ORM~ OWN~ 'RES. ~.. / 0 1 SEAS. VL [ IMP. AGE FARM Ti liable Woo~tond Meadowland To to I J/~ 7'v~', ' . ¥oo STREET. ~,~.~ 0 S TOTAl. ' FARM tBUILDING CONDITION NORMAL BELOW ABOVE Acre Volu~ Per Value Acre VILLAGE E , . /(y,t ,~ ~ W LOT TYPE OF BUILDING BULKHEAD DOCK DEPTH FRONTAGE ON WATER FRONTAGE ON ROAD TRiM 11'/.-2-3 10/08 117.-2-3 1/'08 Extension Extension Ex~enslon Porch ~xt. Walls /L Dinette i ._,/d~. ~-/--- Floors K. .... . ;~, ~ ~,,,,~ s~?ud- Interior"Finish g ~c~ LR.. Breezeway Ga rage- Patio Oo B, Total Fire Ploce Type Roof' Recreation Room Heat Rooms 1~ Floor Rooms 2nd Floor Dci~'ewoy , ~'- ~F~ Dormer DR. BR. ' Build/hq Materials List for Plan #572-$ ~ Local building code approvedsubstitutions may be made to th,,,s list ~ Variations in construction methods and materials can require m,~,~:fific'ation of th/si/st. Every ariempt is made for greatest accuracy, but ~lP mllral~hicel or human error is possible. Quantities verification by the, mated, 1/i; s~rpplier ts recommended before materials package is finalized and/or sh ;itl,peg. Concrete & Reinforcements For Monolithic Siab/Footi?,~g Poured-in-place concrete ........................................................... ¢1.5 (mint cy ¢4 Reinforcing Steel Bar ASTM A-615 grade 40 263 It 15- 20'pcs. WI6 x 6 - wl.4 x 1.4 w~re mesh 546.25 st 137 If, 4' roll Concrete & Reinforcements For StemwalllFooting Fm ~pl~dal~ion Poured-in-place concrete .................................... 11.5(m.]) cy ifa Reinforcing SteelBarASTMA-615grage40 565.761~' :;?g-gO'pcs. Rough Framing 2 x 4 x103-112" HF/DF "stud" wall framing ....................... go pcs. 2 x 4 x HF/DF No. 2 for plates 221 If 2 x 4 x HF/DF No. 2 for wall hertz. Blocking ................. 64 if 2 x 4 x 144" HF/DF No. 2 for lookouts ................. 0 pcs. 2 x 4 HF/DF No. 2 pressure-treated bottom plate (mudsil0 ~6 If 2 x 12 DF No. 1 Header- .................. 17'length 2pcs. 2x6DFNo. 1 Header ......................................... 10' length 2 pcs. 2 x 6 DF No. I Header ....... 8' length 2 pc, 2 x 4 x 22-1/2" Eave Blocking with screened vent ho[es- ............ 25 pcs. 14 pcs. Trusses. 22' span, atlic type, incl. (2) end trusses --- Sheathing Matedals~ 7/16" ~. wall sheathing 1/2" 5-ply C-D APA Plywood, ext. glue P.I. 24/0 Roof Vapor Barrier 4 x 8 shoal 2g sheets 4 x 8 shoe 28 sheets Root 15# bituminous felt paper in Wall 7# tstummoua fell paper In 40" wide roll 320 Floor ,006" black polyethylene membrane 572 Siding Materials Roofing Materials Composition Roofing Shingle~ 736sf of roof area Ridgevent material. 25 If Window and Door Assemblies 4030 sliding window(s) 2 ea. 16'-0" x 8'-0" sectional garage door ................ 1 ea. 3068 exterior door ............................................................. I ea. Metal Parts & Misc. Anchor bolts: 1/2" dia. x 10" ASTM A-307/A-325, type X w/hex nuts-- lg pcs. Flat washer: 2" square x 3/16" thick sg. pl.- lg pos. Simpson H1 clips (or equa0 24 pcs. Simpson STHDIO hold-down siraps (or equal) 4 pcs 16d sinker nails ............................. 50 lbs. Sd common nails ~ 14,5 nails I lb. 16 lbs. Roofing nads @ 210 nails / lb, 11 lbs. Ddp flashing for window/door heads 27 If ~ To advise corrections, call ~.800-210.§776 Thank you.~. (NOT-F: £LE'CT~ICAL ¢ M-F~HANICAI. NOT IN£I. LID~g /IV Tf//'!~ L/ST) G~DE-TO-R DGE JE!GHT: 14' - 0" . Building Code Compliance This plaaset was prepared to comply with the prescriptive requirements of the 2006 editions of dm International Building Code (IBC) & International Residential Code (IRC) paxan'teters Far Design Wind Speed: 100 mph - 3 sec. gust ~Vind Exposure: I'B" Seismic Category: A,B andC Suow Load: 30# / sq. ff. #572-6 Building Categories and Data Occupancy Classification: U or Construction Type: "V" or "Vt'q" Grade-To-Ridge Height: Gross Building Area: FLOOR AREA: 572 SQ. FT. ~-' "-' OrTHE l_;t ;DES OF N' ' ; ti..,,: o FATE. OCCUiCANC¥' OR U:}E IS UNLAWFUL WI'!'i-"IOLIT CERTIFICAT DJ: 'UNDERWRITERS CERTIFICATE REQUIRED RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. OD d SHEET 1 OF '7 FOI?_NDATION PLAN ,~-,AU'!~: 1/4' - 1'-0' NOTE; COMPLY WITH LOCAL ELECTRICAL CODPfi AND 5TANDAR.DD AD APPLICA[~] E LEGEND 5WITCH LOCATION CEILrNG MOUNTED LIGHT FIXTUIaZ 0 J ~0 VOLT DUPLEX OUTLET EXTIZ~.IOR WALL-MTD. LIGHT FIX'TUP-,E ELgCTRIC PANEL 01~. DUD-PANEL LOCATE ~ INSTALL PEI~ LOCAL CODED ::~ I lO VOLT DUPLE~ OUTLET IEXTEP. JOP.) (MAXIMIAT DEPTH BEAR WALL L(~CATION) ' '" NOTE: BUILDING DEPTH DIMENSION MAY BE ADJUSTED AS PREFERRED, (NO GREATER THAN 34 FT.). EXACT ALTERNATE DIMENSION SIIALL BE NOTED ON THIS FLOOR PLAN. IF BUILDING TO ALTERNATE DIMENSION, MATERIALS LIST QUANTITIES WILL NEED TO BE REVISED ACCORDINGLY. ~EPTH REAR WALL LOCA'~O~) ALTERNATE DOOR LOCATIONS DOUBLE 2 x-~2- HEADER 16' WIDE X l' HIGH GARAGEDOOR -- (SMALLER SIZED DOOR MAY BE SUBSTITUTED) 111o" !~ lll. O" CONSTRUCT AS ALTERNATE BRACED WALL PANEL, SEE FLOOR PLAN SCALE: 1/4' = 1'-0"  E o 0 C E mC] 0 Z Z < ~ Z SHEET 2 OF '7 I .._.~'~ CONCRETE SLAB FLOOR FOUNDATION. SEE FOUNDATION PLAN, SHT. CRO~iiil;S-SEC'rlON 1/4" = 1',,,0" SEE TYPICAL WALL SECTION GABLE END TRUSS DOUBLE TOP PLATE - (FOR MONO-POUR SLAB FOOTING, USE SINGLE PLATE OVER HEADER TO ACHIEVE GARAGE DOOR OPENING VERTICAL CLEARANCE - DO~3R OPENING~ FRONT WALL IFRAMING ELEVATION r 1/4" = 1'-0" ~¢" RtDGEVENT, CONT. (~ RIDGEVENT DETAIL ROOF FRAMING PLAN 1/4" = 1'-0" NOTE: ENGINEERING DATA AND SPECIFICAT~ONS SHALL ~E PROVICED EAVE DETAIL GABLE LOOKOUT LET-IN TO TOP CHORD OF END TRUSS OR USE REDUCED HEIGHT END TRUSS  E SHEET o~ 7 RIGHT SIDE 'ELEVATION REAR ELEVATION 1/,~1'* = 1'-0" r,ARTh~L WaLL F~,,~,G -- 1/4' = 1'-0" A RNATE SIDING' NOTE: PROVIDE SOLID 2 X BLOCKING BETWEEN S1UOS @ HORIZ. PANEL JOINTS FOR REQ'D. EDGE NAILING @ BRACED WALLS AS LOCATE LFFT SIDE ELEVATION NOTE: WINDOW SIZES ARE NOMINAL IN FTJIN X FTJIN. TYP. VERIFY W/ SPECIFIC MANUFA~TURER"S NEAREST PRODUCT DIMENSION COMPOSITION ROOFING __ 16' X 8' GARAGE DOOR ri li- E LINE I 5/4X 4 WRAP TRIM, BUTT SIDE MEMBER~ TO TOP AND BOTTOM. NOTE: FOR WINDOW LOCATIONS SEE FLOOR PLANS ',FOR ~. DIMENSIONS. NOTE. ALL EXTERIOR DOORS SHALL RE WEATHERSTRIPPED IN COMPLIANCE WiTH APPUCAOLE CODES, FRONT ELEVATION 1/4"'= 1'-0" LINES INOTE: NOTES AND MATERIAL INDICATIONS SHOWN, T~IS ELEVATION, ARE TYPICAL FOR ENTIRE BUILDING, AS SHEET 4 OF ~7 HEADER AS SPEC'D. -- SHEATHING/SIDING 2X CASING EADER AS SPEC'B. HEAD TRACK -- TRACjK - MOHI':ITS AMB SIZED FOR WALL THICKNESS STOP, MAY BE FITTED WITH SEAL TRIM JAMB STOP ROLLERS MOHNTED TO GARAGE DOOR i~ ' GARAGE DO R FLOOR SEAL THICKENED ,[)NCRETE SLAB EDGE ......' ' ~ J A~ SELECTED I % J , OPTIONAL DEPRESSED SLAB ~OUNDATIOF AS ~PEC'D 1/2" EXPANSION '~ I ~ J 'X JOINT MATERIAL HEAD [~> FLASHING/DRiP EDGE WRAP TRiM CASING JAMB THRESHO~" '1 ~I1~'- SHEATHING/SiDING .~~~ VAPOR BARRIER WRAP TRiM CASING, NAil TO FRAMING CAULK -.------ DOOR PANEL W/ MORTISED HINGES QDOOR DETAIL GARAGE DOOR DETAIL ;!1/4"' = 1"0" PLAN VIEW AND Am'?AI,, PROBUCTS MAY VAR*~ SL GHTI,.¥ IN CONFIGURATION. J CO~IER FRAMING OPTIONS DOUBLE CRIPPLE HEADER AS SPECIFIED ROUGH OPENING TRIMMER KING STUD DOOR OPENING BOTTOM PLATE Q DOOR FRAMING DETAIL I AS 8PEC'B. HEAO ~ BARRIER r WRAP TRiM N FOR ATTACHMENT EDGE _ WINDOW UNiT IAMBIC> BARRIER WRAP TRIM SHEATHiNG/SiDING AILING FiN FOR ATTACHMENT STUD STUD SILL I FOR LEVEL AND SUPPORT X 4 SILL FOR ATTACHMENT /WINDOW WRAP TRIM · V.~J30R BARRIER STUDS Q VlNYL WINDOW DETAIL ._ VERITY WINDOW ROUGH ~)PENIbLG ~.IZ~ V~ITH ~ELECTED _ _ pRODUCT_ SE4=QRE FRAMING BOTTOM PLATE TOP PLATE i ST~DS G WINDOW FRAMING DETAIL ~0~ 5 OF Sffuduml/Gene~al Hotes/Specifications 2 X 4 FLAT LOOKOUT LET iN TO TOP CHORD OF END TRUSS -- I :OOF SHEATHING 2 X 6 RAKEBOARD X 2 TRJM FILLER SLOPE AS SPEC*D. TRUSS ~ SiMPSO~I H- :1 4_~ DOUBL~ 2 X 4 TOP PLATE WALL FRAMING ~'~ ROOFING AS SPECIFIED OPTIONAL GUTTER W/ (3) SCREENED X 4 STRUTS IN GABLE END TRUSS CHORD X 4 CEILING NAILER AS SPECIFIED TRUSS OF SIDING AS SPECIFIED DOUBLE TOP PLA'[E OF WALL- :GGABLE LOOKOUT DETAIL $CAL~ I' = 1"0' CONT.~X~'WALLTOPP.LATE-~ 2' ~10 1/~,, SEE FOUNDATION PLAN · ,TI' I~d NAILS @ 6' C.C., LI~''''"- ~NTO ALL STUOS HEADER NAiL SHEATHING ~'o HEADER ~ 6' O.C. ~. W^¥ AP~ RATED SHEatHING 3/8' MIN. 24/ ' 4-1/2', STUD x 4 STODS,~NAIL SHEATI~ING TO EACH iNGLE KING STUD GUBLE TRIMMER STUDS ,IMPSON STHDIO OR EQUAL ~MBED INTO CONCRETE FULLY NAiL TO WALL tO' EblBEDMENT, TYPr iv/ W/ 2" SQ. X 3/16" THK. STL. PL, WASHERS GRADE LINE COJdCRETE FQCkVDATi~N. ~S S~PD, ALTERNATE BRACED WALL PANEL' 3/4" = 1"0" $~crlofl 2 X 4 PRESSURE-TREATED BOTTOM PLATE W/ 1/2"~ X 10" ANCHOR BOW W/ 7" EMBED., ~ 72" C.C. SPACING W/ 2" SQ. X 3/16"GTL ,QTRUSS EAVE DETAIL 3/4" = 1'*0" 16" O.C. -'.STUD~ WALL FRAMING' SHEATHING/SiDING/VAPOR BARRIER AS SPEC'D. CONCRETE SLAB FLOOR CONCRETE FOUNDATION WALL W/#4 TOP AND BOTTOM (#4 ~ 12' O.C, IF FDN. WALL > 24" HEIGHT) .OO6· POLYETHYLENE VAPOR BARRIER -- GRAVEL BASE CONCRETE FOOTING W/ (2} #4, CONT AND #4 DOWELS 2 X 4 PRESSURE-TREATED BOTTOM PLATE W' 1/2"~ X 10" ANCHOR (VERIFY/SATISF~ LOCAL DEPTH REQUIREMENT) )NAL FOOTING DRAIN SOIL WALL SECTION NOTE:-CORNER REINFORCING BARS AS PER GENERAL NOTE "F . 4" 2 X ~) PRBSSURE~TREATED / 1/2"0 X 10" ANCHOR BOLTS W/ 7" CONCRETE SLAB EMBEDMENT ~ 72' C.C. SPACING W/ 2" SQ. X 3J16' THK. STL. PL. WASHERS TOP COURSE BONO SEAM WI 1' CONT. #§ ~C.M.U., WALL W/ FILLED CELLS BEARING SOIL ;6 VERTICAL @ 4 E' HOOK FOUNDATION I ~g 0 '- ExcERPTS FROM iBC CHAPTER 23 OF 71