Loading...
HomeMy WebLinkAbout27469-z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-27805 Date: 07/11/01 THIS CERTIFIES that the building ADDITION Location of Property: 815 GABRIELLA CT MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 108 Block 4 Lot 7.39 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 11, 2001 pursuant to which Building Permit No. 27469-Z dated JULY 11, 2001 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 GARAGE ADDITION WITH BREEZEWAY TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to CHRISTINA OMAN (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A c ""'-4 1.4-4 ///"Uth ized Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 27469 Z Date JULY 11, 2001 Permission is hereby granted to: CHRISTINA OMAN 815 GABRIELLA COURT MATTITUCK,NY 11952 for CONSTRUCT A GARAGE ADDITION WITH BREEZEWAY AS APPLIED FOR. THIS PERMIT REPLACES BP#24825 at premises located at 815 GABRIELLA CT MATTITUCK County Tax Map No. 473889 Section 108 Block 0004 Lot No. 007 . 039 pursuant to application dated JULY 11, 2001 and approved by the Building Inspector. Fee $ 75 . 00 Aut o Z,=rl Signature COPY Rev. 2/19/98 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. 24825 Z Date APRIL 14, 1998 Permission is hereby granted to: MICHAEL D TRUE 815 GABRIELLA CT. MATTITUCK,NY 11952 for CONSTRUCT A GARAGE ADDITION WITH BREEZEWAY AS APPLIED FOR. at premises located at 815 GABRIELLA CT MATTITUCK County Tax Map No. 473889 Section 108 Block 0004 Lot No. 007 . 039 pursuant to application dated MARCH 31 1998 and approved by the Building Inspector. Fee $ 75 . 00 ' di g Inspector ORIGINAL Rev. 2/19/98 Form No. 6 i ' TOWN OF SOUTHOLD j BUILDING DEPARTMENT TOWN HALL ' 765-1802 APPLICATION FOR.-CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and, utdtc', to ° uildng 71, inspector with the following: for new building or new use: 1. Final survey of _.property with accurate location of all , Property lfn streets, and unusual natural or topographic features.2. Final Approval from Health Dept. of water supply and sesposal(S-9 or 3. Approval of electrical installation from Board of Fire � .!3 ' r'T4. Sworn statement from plumber certifying that the solder _ less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple. residences and similar building: 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 3 unusual natural or topographic features. 2. A properly completed application and a.consent to inspect signed by the applicant. Ifa, Certificate of Occgpancy 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 - 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, 'Commercial $15.00 :Date ..::. :Kl.11.�.... . . .. . ... . ... . . . . . . New Construction. . .. . .. cc Old tO,,r Pre-existing Building. . ... . ... . . .�.�... Location of Property. .6.6 .q6f EE(a. ..C. . r.......4 .. ... . . ..'k.u.`;4.11..I.:Y.: . . .. . . . . _ House No. Street Hamlet r��fi.�.�i. . Qin Onwer or. Owners of Property.. . .� .�.�.�. � . . . . .. . . . . . . . . . . . . . . . . , , , . County Tax Map No 1000, Section. . . . .. . . . . . .Block. . . . . . . . . . . . . . . .Lot. . . . . . . . . . . . . . . .. . . Subdivision. . .. . . . . . . . . . . . . . . . . . .. .. . . . . . . .. .Filed Map. . . . . . . . . .Lot. . . . . . . .. . . . . . . . . . . Permit No. P. .1. .10. . . . .Date Of Permit. . .. . . . .. . . .... .Applicant. . ... . . . . . .. . . . . . . . . . . . . .. . .. . Health Dept. Approval. . . . 4 . . . 4 . . . . . . . . .. .. . 4 . . .Underwriters Approval. . ... . . . . . . . .. . . . . . ... . . . Planning Board Approval. ., . . . . . . . . . 4 . . . . . .. . . . . . Request for: Temporary Certificate. .. . . . . . . . . Final Certicate. . . . . . . . . . . Fee Submitted: $. .-1 . ./.I. . . . .. . . . .. .. . . . . . C �� . . . . . . . .. . :. . . :. . . . . ATTT TA♦�M... BUILDING DEPT. INSPECTION [ ] FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1NS TION [ ] FRAMING [ FINAL [ ] FIREPLACE & CFIIMNEY REMARKS: _. Ap DiTE INSPECTOR ✓�� 2 suiLDiNc DE". INSPECTION [ FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: DATE -511 /`8 IN8PECTOR__2�l44 suaniNa DEPT. INSPECTION [ J FOUNDATION IST [ ] ROUGH PLBG. [ ] FOSlNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL [ ] FIREPLACE REMARKS: ��. .., /�iJ�,r�u..z_� i�'vfs✓/lam �,a✓J�2u�r7.� . DATE - L P —INSPECTOR BUILDING DEPT. INSPECTION [ J FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS• O DATE INSPECTOR T65.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 CATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CFIIMNEY RE KS: -77i ,DATE INSPECTOR 1 • ' ��i1� �. _ /�� �,� �� �. ,.\/ L✓ �� Lir MINIM - INS ME imi MEN 1 • �� __._J!p - � - - i ,:�!!�! . .._, %►:fir..� � -- O U O BOARD OF EIEALTHi . . . . . . . . . . . . . . . FORM NO. 1 3 SETS OF PLANS . . . . . . . . . . . . . . . fin I TOWN OF SOUTUOLD SURVEY . . . . . . . . . . BUILDING DEPAR .TMENT CHECK . . . . . . . . . . . . . . . . . . . . . . . . TOWN IIALi.. SEPTIC FORM . . . . . . . . . . . . . . . . . . . BLDG.OEM SOHII'IIOLD, N.Y. 1 197 1 no OF TEL: 765-1802 NOTIFY: QQ CALL :k . g3gq . . 7 (� �- 66 Exu4ned......... ......., 19. 9� MAiT. . . . . . . . . . . . . . . . . . . . Approvml.... .,1.�/�`:..., 19. Pennit No. .. 0...... .................................... Disapproveda/c .../.................. ........... .................................... ................................................. (1l�iildi )nqJ APPLICATION FOR BUILDING PERMIT nate. . . . . . . . . . . . . . . . 19. . . . INSTRUCTIONS a. 'piis application mist be completely filled in by typewriter or in ink and submitted to the Miiding Tnspector wi 3 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 ixd)lic streets or areas, and giving a detailed description of layout of property mist be drawn on the diagram Which is inrt of t1as application. c. the Work covered by this application may not he commenced before issuance of Building Permit. d. Upon approval of this application, the Building inspector will' issue a Building Permit to the applicant. Such permit shall bekept on the premises available for inspection throng mt the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Milding Inspector. APPI.ICl1 m IS HEREifY !WL to the Building Department for the issuance of a Building Permit pursuant to the Ifuilding 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. MM • . . • . ' (Signatureofapplicant, orname, ifa corporation) ................................................... R (Mailing address of applicant) SC wee, agent, architect, engineer, general contractor, electrician, plumber or builder �. ..........................:. ... ................. ...... �. a �� pn the tax roil or latest deed) If R ' shire of duly authorized officer. 1'lil11A 1lAM MOR'�li�A" MOO ; ( iri:pfi*m"p?ivk-Y,4t,�"*;,*******"***'*� ..... Builders i.icense No. ......................... Plumbers License No. ......................... Electricians License No. ..................... Other Trade's License No. .................... 1. iocation of land on wliich proposed work will be clone...... ................. A . .. ....................................................................................................................... House Number Street hamlet County Tax Map No. 1000 Section .... ..... Block . int .. 7.31............... .............. Subdivision ...................................... Filed Map No. ............. Tot . ............... (Name) 2. State existing use and occupancy of sea'sesp� intended use and occupancy of proposed construction: a. Existing use and occupancy .....(.. G41'� . b. Intended use and occupancy ....�!. e... l..b:`!............................................. c � j........ 1. Katare of work (check which applicable). New Building ........... Addition ...YN ... Al C a . 1 Repair ............ Removal ............. Dew]itIon ........... Other Work ............ .................... Q (Desc , `t3Cl.i)O-a 4. Estinmted Cost 00� ........... fee ............................. (to be paid (xn filing this application) 5. if (knelling, nxmlner of duelling ►units ............ timber of. (knelling (units ori each floor ................ ifgarage, nxml):r of care .......0............................ 6. if Ix(sinness, commercial or mixetf occupancy. specify nature and extent of eadi type of use...................... 7. Dimensions of existing strictures, If any: Front................ Rear ............... Depth ................. Ik:iglnt Nniw of Stories ...................... Dimensions of same structure with alterations or atklitions: Front ............... Rear ............... Depth .................... lieiglnt .................... limber of Stories ............... 8. Dimensions of entire new construction: From' ................ Ilear ............... Depth .............. lleijont ......................... Nminer of Stories ..................... 9. Size of lot: Front .................... Rear .................... Depth .................... 10. Nate of Purchase ..................... Name of Former Owner ........................................ 11. Zone or use district in aitch premises are situated .............................................................. 12. Does proposed construction violate any zoning law, ordinance or regulation: ........................ 1:1. Will lot be regraded .................. Will excess fill be removed from premises: YES NO Iii. Nantes of Owner of premises ........................... A(klress .............................. lUxie No. ......:....... None of Architect ..................................... Address .............................. Phone No. ............. &ane of Contractor ................................... A(klress ...............................Hnone No. .............. 15. Is this property within 300 feet.of a tidal wetland? * YES .......... NO .......... *IF YES, SOU11it1D IUM 11116=9 PKINIT MAY BI: RGCXIIRM. PLOT DIAGRAM - Locate clearly and distinctly all buildings, %Awther existing or proposed, and inlic imension8 from property lines. Give street anal block amber or description according to deed, ." niicate whether interior or corner lot. OCCUPANICY OR USE IS UNLAWFUL UNDERwRITMCERTIFICATE *0' WITHOUT CERTIFICATE REQUIRED � w OF OCCUPANCY 4 FI , ALL CTION VINML am THE REOUNIEMENTS OF 711E N.Y. STATE CONSTRUCTION O ENl11QY CODES. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS SI'A'll's ()1? N1961,YM. -. .... ........ .. ............................Ix-h%, duly sworn, deposes anxl rn�nys that be is line appl.i((nni: . (Naw of hxlividual signingcont'ract) above ruined, ,rq lieis the ............. C.t... ....................................................................... (Contractor, agent,-corporate officer, etc.) of said owner or owners, and Is duty authorized to perfonn or have performed Lhe said work and to make and file this alginicaLion; that. all statenents contained in this appl.icatiori are Me to Lhe best of his luxnnledge awl b6lief; anal thaL Lhe work will be performed in the nxnrxner set forth in Lhe appt lcaLi(xl filed therewith. 9u()rn to before me this ......�.5 .. da f .. :.I Nota 1 li ... . ry ......fi. :�........ (Sil;oanore of•ApplicanL) � 9 t s Q *� �- 14 5PUN � A � cep SUR VEY OF Ile LOT 15 "ELIJAHS LANE ESTATES, SECT. 2 p 5 FILED OCT. 8, 1996 FILE NO. 9912 AT MA TTI TUCK 5��'' oar TOWN OF SOUTHOL D cPo 4/ COUNTY,Y, N. Y. 1000 - 108 - 04 - P/0 7.1 • ��' Scale: 1" = 40' lO h2•� Dec. 4, 1996 April 14, 1997(Foundation) b o� ek 59 O ti _� � f! o 1100 s 0'Ga^ - �4 � ,2 s � 5 Amo 3� 5 AREA = 40 747 s .f t. I. M A_ . ErZ,�\'f' 4 gl �O `7 -10 ANY ALTER4TION OR ADDITION TO THIS SURVEY IS A VIOLATION I am familiar with the STANDARDS FOR APPROVAL The locations of wells and cesspools OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, AND CONSTRUCTION OF SUBSURFACE SEWAGE shown hereon are from field observations EXCEPT AS PER SECTION 7209- VISION Z. ALL CERTIFICATIONS DISPOSAL SYSTE,NS FOR SINGLE FAMILY RESIDENCES �r . s �'. L/C. NO. 496!8 HEREON ARE VALID FOR THIS-MAP AND COPIES THEREOF ONLY IF and of from da,a obtained lrom others. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR and will abide by the conditions set forth therein and on the WHOSE SIGNATURE APPEARS HEREON, permit to construct. CONI , P.C. (5/6) 765 - ADDITIONALLY TO COMPLY WITH SAID LAW THE TERM 'ALTERED BY' P. 0. BOX 909 MUST BE USED BY ANY APO ALL SURVEYORS UTILIZING A COPY ELEVATIONS ARE REFERENCED 1230 TRAVELER STREET OF ANOTHER SURVEYOR'S MAP. TERMS SUC AS 'INSPECTED' AND TO AN ASSUMED DATUM. SOUTHOLD N.Y. 11971 BROUGHT-TO-DATE' ARE NOT PI COwLIANCE wtTH THE LAW. 96 - 31715 �z � Z �L CA �c v ok- p io/clk I rou ����� r T I Al .� 1 Jb S s �ee A'O f1 j Co1�r'ri C 40 4 n cer' c CA XAS I6;� 1 ' lz ,ff E f i G 1 = i 1 I � I ! 1 o u cs-a I� 1 cn ti 10 rot OL t S ,06N" 3 i &7LJ C Wv I rcb A rac�a r�� 2mCAR GARAGE $584 24'-0" 24'-0' ECONOMY 00 01 " k 3'-4' 3'-4' 4'-0" 4'-0" 3'-4" 3'-4" 12" 12'-0" '-0" Of GROOVED SIDING . . . PRE-CONSTRUCTION STEPS the outside face of stud to the center line of the next stud.Nail through PANEL "A• PANEL 'B" M 81031-99 1. Careful) top and bottom plates to pre-cut 2"x4"studs(7'8%"long)using two _ _ _ _ _ _ _ _ - , DOOR AND WINDOW PACKAGE 81024-99 y studythisplan,reading all instructions before beginning 16-penny nails at each connection. - - - FRAMING PACKAGE 81080-99 QUANTITY SIZE DESCRIPTION construction on the garage.Check with local building officials regard QUANTITY SIZE DESCRIPTION 2 EA 9'X7' OVERHEAD WOOD GARAGE ing building codes,permits and frost conditions.If an independent 13. To attach metal"T-Type"wind bracing,first check that panel is O• - - - - - - - - - - - - - - - - - - - - , GFCI GFCI contractor is pouring garage slab and foundation,skip Steps 3 square.Then position metal"T-Type"wind bracing at an angle from 1 EA 2X4X8' WALL PLATE TREATED DOOR W/HARDWARE - - I through 10. the outer corner of the panel top down to the bottom plate.Mark the 6 EA 2X4X12' WALL PLATE TREATED 52 LF DOORSTOP I 1 92 EA 2X4X925/e" PRECUT STUDS&CRIPPLES 1 EA 2X4X16' OVERHEAD DOOR HANGER 2. Plan garage location to allow for any limitaions on side,front and Position of the bracing on each stud.Use a circular power saw to cut ' 22'-8" into studs at each mark.Nail brace with two 8-penny nails at each I 8 EA 2X4X12' TOP WALL PLATE MATERIAL rear setbacks.Also allow enough room around the garage for easy stud and top and bottom plate.Repeat this step for all corners. 4 I 6 EA 2X4X16' TIE PLATE 2 LB 8D FINISH NAILS entrance,exit and possible turn around and for access to the side NOTCH STEM WALL----7-, I o CORNER DETAIL 4 EA 2X10X10' HEADER/OVERHEAD DOOR door.Check with local utilities for any underground services.Soil 14. Repeat Step 12 and Step 13 forwall panels B,C and D(see IJXCAVAT® 6" FOR pppp 1 EA 1/2"X4'X8' CDX HEADER SPACER NOTE:THE FOLLOWING MATERIALS NOT SUPPLIED BY 84 LUMBER. should be tested to insure that it meets design loads set forth in LEFT SIDE,RIGHT SIDE and REAR FRAMING ELEVATIONS). 4" CONIC. SLAB OVER (ABOVE) I SEE DETAIL FOR SPECFIC 2 EA 2X6X10' OVERHEAD DOOR(SURROUND) LISTED FOR CONVENIENCE ONILY. General Notes. I 15. When panel assembly is complete,the walls can be erected.Tilt 4" GRAVEL BASE W/ I SIDING APPLICATION 2 EA 2X6X16' OVERHEAD DOOR(SURROUND) FOUNDATION STEPS Panel A up,placing it in position over the anchor bolts.Brace the 6"X6-2.9X2.9 W.W.F. I ? 6 EA T TYPE DIAGONAL WIND BRACING FOUNDATION MATERIAL WO/FROST LINE I I panel securely with a 2"x4"brace,tack-nailed to a ground stake. co 2 EA 1 X6X10' HEAD JAMB/OVERHEAD DOOR QUANTITY SIZE DESCRIPTION 3. Carefully stakeout the foundation,squaring the corners by check- Place washer and nut onto anchor bolts and tighten down panel.Re TRIM 14 CU YD CONCRETE FOUNDATION&SLAB Ing that the plan dimensions are to outside of concrete and face of peat for Panels B,C and D. 14 a 2 EA 1 X6X16' LEG JAMB/OVERHEAD DOOR studs. FLOOR I TRIM 16. Repeat Step 12,Step 13 and Step 16 to assemble and erect 576 SF 6X6-2.9X2.9 WELDED WIRE FABRIC 4. Note:Step 5 and Step 6 pertain to NO-FROST construction;Steps panels E and F 20 LB 16D COMMON NAILS COATED , p (see LEFT SIDE and RIGHT SIDE FRAMING ELEVA � I I 200 LF /z'"DIA REINFORCING BAR 7 through 10 to FROST construction. o ANCHOR BOLT LOCATION I 18 LB 8D COMMON NAILS COATED TIONS). 7 CU YD GRAVEL FILL (TYPICAL) 4 5. For NO-FROST construction(see BUILDING SECTION of plan), TOP OF STEM WALL •d v 23 EA h"DIAX12 ANCHOR BOL'.TS W/NUTS& di trenches for footing 17. As panels are erected,attach 2"x4'top tie plates(see ELEVA- 0'-0" ELEVATION I ELECTRIC SERVICE ROOF PACKAGE 81019 99 WASHERS 9 g of the monolithic pour.Build up foundation TIONS).Lap at corners as shown on FRAMING ELEVATIONS and forms so that the to of form is 6"above original soil level.Remove a nail plates together with 16-penny nails 8"on center. IS OPTIONAL QUANTITY SIZE DESCRIPTION P g P- proximately 2"of soil within area to provide 8"of space to top of form. Ac- I I 13 EA 24'4/,2 PRE-ENGINEERED WOOD FOUNDATION MATERIAL W/FROST LIME Lay rebar in footing trenches.Have a building department official 18. Assemble and erect front wall panels G,H,and I using Steps 12, TRUSSES QUANTITY SIZE DESCRIPTIONI 13 and 16 see FRONT FRAMING ELEVATION 110, '• 1%' (TYPICAL) FOR I o 4 check trenches and concrete forms before pouring concrete. ( )• SEA 2X4X12' TRUSS BRACING ANCHOR BOLT SETBACK I I 4 CU YD CONCRETE F(OR FOOTING 19. Nail 2"x4"cripples on each side of overhead door o 24 EA 1 X3X8' TRUSS FURRING/GABLE ENDS 6. For NO FROST consruction,fill floor area with a minimum of 4'of PP opening. N N 8 CU YD CONCRETE F(OR FOUNDATION 21 EA 1/2"X4'X8' CDX ROOF SHEATHING WALLS MAY MARY DUE TO LOCAL gravel and compact to within 4"of top of form.Install W6x6 2.9x2.9 20. Cut 2"x10"garage door headers to 9'6"long.Lift headers into v 2 EA 15# FELT PAPER welded wire fabric over gravel fill,and pour concrete to thickness position to rest on cripples.Nail to panel studs with 16-penny nails. O d I 7 SQ 215# FIBERGLASS SHINGLES 7 CU YD DEPTH RTEQUIIREMENTS FLOOR shown on BUILDING SECTION drawing.While pouring concrete, 21. Cut 2"x4"cri les and nail at 6"on center to to of garage door 84 EA '/2 H CLIPS periodically lift welded wire fabric to insure its proper placement in the cripples P 9 9 576 SF 6X6-2.9X2.9 WELDED WIREE FABRIC s headers.Add top plate to the top of the cripples,level with the top. 14 LB 11/4" ROOF NAILS concrete slab,and set anchor bolts 1/a"in from edge of concrete on Y 200 LF /z"DIA REINFORCING BAR center points according to FOUNDATION PLAN and extend to at 22. Add 2"x4"tie plates to remaining wall panels.Nail 2"x4"garage 11 EA 10' METAL DRIP EDGE P 9 7 CU YD GRAVEL FILL I � least 21/2"above top of concrete.Move on to Step 11. door hardware surround to inside face of cripples. O I N 14 23 EA /2"DIAX12 ANCHOR BOL'.TS W/NUTS& SOLID LINE SHOWS EDGE OF GROOVED SIDING PACKAGE 81020 99 WASHERS 7. For FROST construction(see BUILDING SECTION of plan), � I QUANTITY SIZE DESCRIPTION check local codes for frost-line depth and di footing trenches to a PRE-ENGINEERED WOOD TRUSSES INSTALLATION P 9 9 4 I � v FOUNDATION WALL-DASHED LINE I d �` depth of 6"below frost line.Place rebar in trenches.Have local build � SHOWS EDGE OF FOOTING. I w 27 EA 4'X8' GROOVED SIDING NAILING SCHEDULE in official check location and depth of trenches before pouring foot STEPS '' (FROST CONST. ONLY) I • 20 4 EA 1 X6X14' GABLE RAKE BOARD 9 P P 9 24. Install pre-engineered wood trusses at 2'0"centers as shown on ' 4 EA 2X6X12' SUB FASCIA Connection Number and Size How Nailed ing concrete.Pour footing concrete and provide formed key in it by � a the FRAMING ELEVATIONS. ° 2 EA 1 X6X12' EAVE FASCIA of Common Nail using a 2"x4"in the center of the concrete which extends the length of I 2 EA 1 X6X14' EAVE FASCIA Top plate to stud 216d End nail the footing.Before concrete is completely set,remove 2"x4". 25. Then nail plate connectors to each truss and to the top plates as" I 2 EA 3/a"X4'X8' BC PLYWOOD/SOFFIT Double studs 16d @ 16"o.c. Facenail S. For FROST construction,build foundation wall forms to a height 6" required.Use nails provided with truss package. TOP OF CONCRETE SLAB I 2 EA 2X4X12' SOFFIT BLOCKING(RIPPED) Built-upcorner studs 16d 24"o.c. Facenail above rade.Have local building official check concrete forms before @ g g SIDING,SHEATHING&ROOFING INSTALLATION STEPS 4I FROST CONSTRUCTION 0'-0- I 4 OVERHEAD DOOR JAMB DETAIL 5 EA 10' METAL Z FLASHING Doubled top plates 16d @ 16"o.c. Facenail pouring concrete.Brace forms and pour concrete to top of forms,tap- , ap 26. If you are using vinyl or hardboard siding follow Manufacturer's NO-FROST CONSTRUCTION 01-4' 4 I 8 EA 1 X4X8' CORNER BOARD Top plates,laps,and 216d Facenail ping form sides to compact concrete and fill all voids.Set anchor bolts Instructions for r O I I 2 EA 1 X4X10' OVERHEAD TRIM(HEAD) intersections 13/4"in from edge of concrete on center according to the FOUNDA p oper installation methods.(Skip to Step 28) " d I 2 EA 1 X4X16' OVERHEAD TRIM(LEG) Continuous headers, 16d @ 16"o.c. TION PLAN and extend to at least 21/2"above top of concrete. 27. If you are using 4'x8'Grooved Siding proceed as follows:Start - - - - - - - - - - - - - - - - - - - - - - 9'-0"x7'-0" OVERHEAD GARAGE DOOR 9'-0'X7'-0" OVERHEAD GARAGE DOOR 10 LB 8D SIDING NAILS 2 pieces along each edge Facenail9. siding installation about 1/2'below top of foundation.Top edge can be " I tee_." or� a„ cr For FROST construction,remove foundation wall forms after con nailed into 2"x4"tie plate at top of wall.Nail siding with 8-penny,non- t 41 4 stud trete has set.Backfill the exterior foundation walls with soil.The in- _ _ _ _ _ _ _ _ _ _ _ _ _ - - Truss to late 38d Toenail terior fogy,�yalls should be backfilled with compacted soil to corrosive siding or casing nails spaced 6"on center at panel edges and L 1"brace o each Stud 2 8d Facenail wnnm op of foundation walls. 12"on center at intermediate studs.Add`Z"flashing where indicated on ELEVATION drawings. and late 10. For FROST construction,fill floor area with a minimum of 4"of NOTCH ST WALL 8" 2'-0" 9'-0" 2'-0" 9'-0" 2'-0"le 7 1 by 8 sheathing or 2 8d Facenail gravel and compact to within 4"of the top of the rear foundation and to 28. Apply 1/2"sheathing over roof trusses starting at the bottom of the FOR GARAGEDOOR PANEL within 6"of the to truss(see ROOF SHEATHING LAYOUT).Staggerjoints of roof ppj pp.1. less,each bearing p". the front foundation at the overhead doors.This sheathin so thatjoints on adjoining sheets do not occur on the same " �- � (ABOVE) � �,_8" ■G■ "I" 'H Wider than 1 by 8 38d Facenail will pitch the slab 2".Install W6x6-2.9x2.9 welded wire fabric over truss.Check tans careful) to determine how far roof sheathing ;128 _ sheathing,each bearing gravel fill,and pour concrete slab to thickness shown on BUILDING P y g SECTION drawing.While pouring concrete,periodically lift welded should extend at truss ends.Apply 1"x6"fascia and soffits as per the 10, 00 1 e24' wire fabric to insure its proper placement in the concrete slab. drawings. 2'-0" 9'-0' 2'-0' 2'-0' Jr L29. Apply roofing felt and roof shingles,following manufacturer's ('� WALL FRAMING STEPS instructions.Extend shingles 1/2'beyond fascia.Trim excess portions L�O O L=� I!-LrPiUN SCALE 1/4"'1'-0" 11. You are now ready to assemble and install the walls.To ease of shingles from inside in order to maintain a neat appearance. ON=O NJ H O A`�0 O(� F LA[� SCALE 1/4-'=1'-0'I 576 SQUARE FEET handling,you will assemble each wall usingat least two panels. Assemble all panels on the garage slab before tilting theinto FINISHING STEPS(FROST CONSTRUCTION SHOWN position.Double-check door and window rough opening sizes before 30. Trim outdoor openings with jambs and casing,and trim eaves 12'-0' 121-0" Of framing them.Construction begins with wall panels A,B,C and D. and all corners.Install side door and window. 12. Panel A:Lay 2"x4"bottom plate(pre-drilled to fit over anchor bolt 31. Install overhead garage door following manufacturer's instruc- �2 locations)and 2"x4"top plate for Panel A side by side,and mark 2"x4„ tions. p stud postions 16"on center as shown on REAR FRAMING ELEVA- 32. Paint or stain sidingand trim as desired following manufacturer's - - 4 g es TION.Note that the first space at each panel end is measured from directions. 12'-0" 12'-0' 1x FURRING FOR SIDING APPLICATION OVER GABLE END TRUSS (TYPICAL AT 4 EACH GABLE END-2 TOTAL) ©1993 by Home Planners,Inc. �I16- L16- L16' � 1 16" L16" 1,16" 1,,6" L16" 1,16' 1,16" I��- I� " 7'-5' 1/2' NOTE: GREAT CARE AND EFFORT HAVE GONE: INTO THE CREATION OF THE DESIGN AND ENGINEERING OF THESE PLAN AND BLUEPRINTS 3 1/2" 16'-0" HOWEVER" BECAUSE OF THE IMPOSSIBIIILITY OF PROVIDING ANY PERSONAL AND/OR 'ON-THE-SITE' CONSULTATION. SUPERVISION. AND 01 CONTROL OVER THE ACTUAL CONSTRUOCTION, AND BECAUSE OF THE GREAT VARIANCE IN LOCAL BUILDING CODE REQUIREMENTS �16. L,E. L.6. �. E. �. �. " �• �• " " �- 2"x4' TIE PLATE 16` 16" 16" 16' 16' 16" 16' 16' 16" 16' 16" 16' 16' 16' 16" 16" 16" 16' AND OTHER LOCAL BUILDING AND WEAkTHER CONDITIONS, 84 LUMBER ASSUMES NO RESPONSIBILITY FOR ANY DAMAGES. INCLUDING 1 1'-9" -9. 00, THAT YOU STRUCTURAL CONSULTFAILURES A LOCAL ARCHITFEECT IOR ENGINEER OFF YOUR CHOIOR CE. IANDTHE CHECK DESIGN THRBLUEPRINTS. IT IS YOUR LOCAL BUILDING RECOMMENDED OFFICIIAL SED 3 1/2" 16'-0" 7'-5' V2" PRIOR TO THE START OF ACTUAL COMNSTRUCTION. PANEL 'G" TOP �-" PE 1'-6'I PANEL "I" (TOP) SHIM SPACE SHIM SPACE 2'x4' TOP PLATE (2)2x= HEADER f �' (2bV'S HEADER -0' 12'-0" (SEE OVERHEAD DOOR (SEE OVERHEAD DOOR 2'x4' WALL STUDS HEADER DETAIL) f ; HEADER DETAIL) \ g AT 16' O.C. ¢ RE-ENGINEERED WOOD ROOF 4 1� F- , ' 2"X4" JAMB & CRIPPLE "0 2"X4" JAMB & CRIPPLE Q tiCD T-TYPE WALL BRACING 2'x4' CRIPPLE io ~ 2'x4" CRIPPLE io ~ ROOF SHINGLES OVER C NOTCH INTO STUDS 15" ROOFING FELT ON 2'x4" PRESSURE TREATED SLAB AT DOOR-NO-FROST SLAB AT DOOR-NO-FROST A" EXTERIOR ROOF SHEATHING BOTTOM TIE PLATE SLAB AT DOOR-FROST SLAB AT DOOR-FROST 16' 9'-0" of [12. � - 9'-0" 16" 12' 12' 00 2'-0' 9'-O" 2'-0" 9'-0" 2'-0' 16' 16' 16" 16' 116" i6" [16' 16' 16" [16. [16- 116' [16" L16' 16" 16' 16" 16' t 01 PANEL "G" PANEL "I" PANEL 'H" 12'-0 j 10 PANEL "B• PANEL 'A' HEADER LENGTH HEADER LENGTH 59M2%N �M I� G�G�AG�t10(>vIM MI�MMQ400O �1 Ir�lr�li ���, r �p / 03�I 2"x4" TIE PLATE Cn 2"0' TIE PLATE SCALE 1/4'-1'-0' SCALE 1/4"'1'-0" 2'x4' TOP PLATE OCCUPANCY OR 2"x4" TOP PLATE 24'-0" 24'-0' SIDING��V� USE IS UNLAWFUL`L SEE EAVE DETAIL 00 1'-fUP 24' 24" 24" 24' 24" 24' 24" 24" 24' 24' 1'-11%* �4" 1'-Illi" 24' 24' 24' 24' 24" 24" 24' 24' 24' 24" 1'-1116' �4" I�JJITHOUIT CERTIFICATE OF OCCUPANCY " PRE-ENGINEERED ROOF TRUSS 2"x4" WALL STUDS ? 24' O.C. 16" O.C. s r S 4'x8' GROOVED 0O N 00 °,° SIDING f- 1x FURRING FOR SIDING APPLICATION--► aO � `n AT BOTH GABLE ENDS " UNDERWRITERS ED CERTIFICATE 2x4' TIE PLATE 16'-0" 8'-0' 16'-0" 8-0. BOTTOM PLLATTEE W//l4"xl2 ANCHOR BOLTS FOUNDATION PLAN 3>4" 3>4' 2"x4" TOP PLATE 33W FOR SPACING) TOP OF CONCRETE VARIES SLAB ELEV. 0'2" T.O. SLAB 0'-0' _ _ %ST.O. STEM 0'-0" • D to g 2'x4' WALL STUDS4M . " 0 4" ' AT 16" O.C. 4" GRAVEL BASE 4' GRAVEL BASE �- °0 T-TYPE WALL BRACING o a ~ NOTCH INTO STIRS (2)"4 REBARS a 4' CONCRETE SLAB W/ 4' CONCRETE SLAB W/ 12' 8' 6"x6'-2.9X2.9 W.W.F. 6"x6'-2.9x2.9 W.W.F. �- 2"0' PRESSURE TREATED BOTTOM TIE PLATE 1'-8" 01 8" CONCRETE STEM -' WALL30 L,5, 6* [,6* �ra" B, 0. 16. ra" Lra" �ra* t 1161L11151" �. B. 16" [raw 16 2>4' f2)'4 KEBABS �n10 C�G�0�5t' 60 nMSr'L�M6'�?�ONnl 11'-8 1/2" 118 1/2" �4' 11'-8 1/2" 118 1/2" PANEL "F" PANEL 'D' PANEL 'C' PANEL "E UUOLOOVU 4'x8' GROOVED SIDING MG4 MSALL FRAMNE MLMMATOOK 540MN� wsA&o- r- ANONu MLMMA4�O� SCALE 1/2-1'-0' G G120 0 SCALE: 1/4"-1'-0' SCALE: V4%1'-0" 99cod60 O O D D NOUN@ 1"x4' CORNER 2"x4' BOARDS WALL STUDS OVERHEAD GARAGE 2'x4' TIE PLATE DOOR 2'x6" SURROUND 2"x4" TOP PLATE 2'x4' JAMB & CRIPPLE 4X8' GROOVED 2'c4" CRIPPLE SIDING STUD SHINGLES SHINGLES (2)2'x10' HEADER DOOR STOP W/ V2' SPACERS 2'x4' CRIPPLE x4' W1x6 TRIM WALL STUDS 2'x6" SURROUND 1x4 TRIM 4 X8' GROOVED 1x4 TRIM SIDING 4SIDING X8' GROOVED 1x6 TRIM OVERHEAD GARAGE 4X8' GROOVED SIDING DOOR DOOR STOP q 60G�lf1 IGG;�_ DoC 4 (� SC I,' C 1 112" _°10„ OG�o CD7C�'o SCMGG�G C�1 112" -°10„ Oligo JANE I I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ROOF SHINGLES ROOF SHINGLES PRE-ENGINEERED ROOF rl - - - - - -- - - - - - - - - - - - - - - - - - - � rl - - - - - - - - - - - - - - - - - - - - - - - - TRUSSES AT 24" O.C. L - - - - - - - - - - - - - - - - - - - - - - - - J L - - - - - - - - - - - - - - - - - - - - - - - - J V2' ROOF SHEATHING V2' ROOF SHEATHING METAL DRIP EDGE--i METAL DRIP EDGE 1x6 RAKE BOARD Inl U `�� V Li-JUV LEFT 90=Nw _cirg0m -- 4X8' GROOVED SIDING SCALE: 1/4"=1'-0' 4X8' GROOVED SIDING SCALE: V4%1'-0' U3 FURRING 2x6 SUB-FASCIA TIE PLATE PRE-ENGINEERED WOOD ROOF 2x2 BLOCKING TRUSS TOP PLATE 4X8' GROOVED 1x6 FASCIA TRIM SIDING 2x4 WALL STUDS 3/8" PLYWOOD SOFFIT +-T AT 16' O.C. NO SCRLE 4X8' GROOVED SIDING ie j �QKCOC ci A0. a HAVE 9FA0L.GA1/z, 1/2" 1x FURRING OVER GABLE END TRUSS FOR T FLASHING APPLICATIONSIDING PRE-ENGINEERED WOOD ROOF (BOTH GABLE TRUSS AT 24 O.C. ENDS) METAL DRIP 1x6 RAKE BOARD EDGE 2x4 TIE PLATE 4X8' GROOVED x4' CORNER SIDING BOARD 2x4 TOP PLATE (2�PLACHS)� a a o 0 0 0 0 lu1 1'X4' TRIM a a FE: 9070 OVERHEAD GARAGE DOOR (2-PLACES) 9070 O.G.D. 9070 O.G.D. I _I NO-FROST - - - - - - - - - - - - - - - - - - - - - - - CONSTRUCTION yI I r� - - - - - - - - - - - - - - - - - - - - - - - - L' - - - - - - - - - - - - - - - - - - - - - - - - J 2x4 PRECUT WALL FOUNDATION STEM WALL STUD AT 16' O.C. (FROST) FROST CONSTRUCTION (�� psgu v C LOG �/ 1,=,�4�0[� T-TYPE WIND 4X8' GROOVED SIDING SCALE= 1/4%1'-0" BRACING FOUNDATION FOOTING 2x4 TREATED BOTTOM FROST) PLATE — Z' FLASHING 1x6 RAKE BOARD DTS) GABLE METAL DRIP EDGE - - O Uy U LIy LI O LI V D Lrz1 4'-0' 4'-0' 4'-0. 1"x4" CORNER SIDING GROOVED BOARp 1Q SCRAP I O 2'x4' TOP PLATE I - I I ROOF TRUSS PRE-ENGINEERED WOOD O i O I I Q I I - N I I I I I O lO NO-FROST - - - - - - - - - - - - - - - - - - - - - - - I CONSTRUCTION �� 2N4" TIE i r - - - - - - - - - - - - - - - - - - - - _ - - - J PLATE I - L- - - - - - - - - - - - - - - - - - - - TRUSS TO PLATE 2"x4' WALL STUDS FROST CONSTRUCTION CONNECTION AT EACH TRUSS (OPTIONAL) L Xi'-11' L 13'-11" ANA99 CL FIVA OOC 4'x8' GROOVED SIDING SCALE: 1/4%T-0' OP40ONQL ��mLosm 4O 0400� ON °,SPI Omm LAYOUT PLATE c UVUVo SCRLE: NONE SCRLE: NONE