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HomeMy WebLinkAbout28018-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28316 Date: 04/02/02 THIS CERTIFIES that the building ACCESSORY Location of Property: 1230 CRITTEN LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 70 Block 12 Lot 7 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 11, 2002 pursuant to which Building Permit No. 28018-Z dated JANUARY 17, 2002 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 RUDOLPH J & DOROTHY M CAGGIANO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A Authorized 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. 28018 Z Date JANUARY 17, 2002 Permission is hereby granted to: RUDOLPH J CAGGIANO 1230 CRITTENS LA SOUTHOLD,NY 11971 for CONSTRUCTION OF A 576 SQUARE FOOT ACCESSORY BUILDING AS APPLIED FOR at premises located at 1230 CRITTEN LA SOUTHOLD County Tax Map No. 473889 Section 070 Block 0012 Lot No. 007 pursuant to application dated JANUARY 11, 2002 and approved by the Building Inspector. Fee $ 97 . 80 (4/ \',�A horized Signature ORIGINAL Rev. 2/19/98 r Form No.6 Y� CLA-0 TOWN OF SOUTHOLD BUILDING NT TO ��OA 5 ` ._.. . : 765 � r APR 2 2002 APPLICATION FOR CER ATE OF OCCUPANlent This application must be filled in by typewriter or ink and su mitte 'lhe)wilding with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings-and installations, a certificab 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 a consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool'$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Photocopy of Certificate of Occupancy-$0.25 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: I Q S O C R,1`C I-E d L P 1 � House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section U-10 Block C 0 1 Lot 0 0-7 Subdivision c/ Filed Map. Lot: Permit No. C) Q Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Sub 'tted: $ �— plican ature N/OAF Kent Valadez 3350 Pine Nec 1 d. Lot' ss Southold, NY 109.00' 0 O.s'N,FO%. P� • N 85'S5'20�� E Ff�CE CURV1 S 0CKW FENCE 13' wOi PIPE VN./S. 0.3-LOWN. 8!1'E. �cotc. Mon. 241 i N ► ► Q: ► i _ Oil. e� I GARDEN AREA 24' 10' `" Z' ► O i ► 24' O W � • ► CL rri -4 Rudolph Caggiano 1230 Critters Ln. rn a Southold,NY 11971-1937 v ► O Z ► Z Z O Cm FY C/1 O s wooD STEPS M � w Tn ►�i 'Z7 '`J VI X a 1 STORY FRAMEHOUSE • z� ° HOUSE No. 1230 CI00 1 16.0' 31.7' Bow WINDOW 1 •.' • . I NOOK STEP 014.,' e I $ I ROOF OVER I IBRICK EIYINANCE I I I It Itla i� 14 0o I I� I I •°•' W Ln i CID 115.42' FOUND— I I I I OONC. MON' N 89028'40" W 112 4Q'.. 8�. MAueox� :• . •'' •.� EDGE OF PAVEMENT ���• • 4. • • • 4 '1 1E' EN 1 CRIB. S LANE �� BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: /07– .DATE SUBMITTED: / / �� /OZ. APPLICANT NAME: SCTM# DISTRICT: 1,000 SECTION: BLOCK: 12- LOT: q STREET: 1230 ( gjr/rus LA.. CITY: yO Vri`4*61r SUBDIV. NAME: PROJECT DESCRIPTION: soiz�4 ARCHITECT/ENGINEER: �y ��,,,i q, �Q ESI FAST TRACK? /w SINGLE&SEPARATE CERTIFICATION-REQUIRED? N G NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997 100-25.Merger.(A nonconforming at any time atter 7/1 ZONING DISTRICT: R-0 CONFORMING? i6 988 a REQ.LOT SIZE:^ ' ACT. LOT SIZE: REQ. LOT COV. .zp/ ACT. LOT COV. REQ.FRONT ' PROP. FRONT REQ SIDE ACT. SIDE REQ.REAR PROP. REAR WATERFRONT? �� DESCRIPTION: PANEL #: *6 FLOOD ZONE: , AGENCY PERMITS REQUIRED FOR REVIEW , APPROVALS RE UO IRED: SUFFOLK COUNTY HEALTH DEPT: YES o• O (BED#): DTE: / / PERMIT#:RI O- NEW YORK STATE DEC: PRE-DEC 9/1/75 YES O SOUTHOLD TOWN TRUSTEES: YES o .TOWN ZONING BOARD APPROVAL: YES o TOWN PLAN. BOARD APPROVAL: YES or TOWN HISTORICAL PRE (SPLIA): YES or O NYS ENERGY: YES OR EGRESS (18 H min.?4 sq total) ANT(SQ. FT. x 4%) LIGHT(SQ. FT. x 8%) BUILDING PERMITS OPEN/EXPIRED: BP .'S`b G -Z/C/O Z- HAVE PRE CO'S : Y OR N BP -Z/C/0 Z- , NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR : SF SECOND FLR : SF INIT OTHER TOTAL TOTAL: .SSG SF FEE FEE FEE 'OT( SF)- SF)=—&i—SFX$r 3d =$o���8C� +$ �' +$ . =$ I ice. suu.uiNa uePr. ..."MSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ J FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS;�� 0.1�Qi - v DATE INSPECTO �. ass-ieo2 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [� FRAMING [,�Q FINAL [ ] FIREPLACE 8 CHIMNEY REMARKS: DATE_o��z� �ZINSPECTOR -�=��-i FIELD INSPECTION REPORT PKTE COMMENTS DCSro O FOUNDATION(1ST) FOUNDATION( ND) z O n y�y ROUGH FRAMING& PLUMBING � r INSULATION PER N.Y. — y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS E — /✓ a o Z c Z o � y o z x r y x d ro y TOWN OF SOUTHOLD BUILDING PERMIT APPLICATIQN CHECKLIS BUILDING DEPARTMENT Do you have or need the following;before applyint TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Budding Plans TEL: 765-1802 /8� Survey PERNIIT NOc Check septic Form N.Y.S.D.E.C. Examined / �� 20o Z Trustees Contact:. Approved Mail to: Disapproved a/c Phone: I - r Building Inspector �` APPLICATION FOR BUILDING PERMIT TO`"1N SO Sc,_sT��OID Date JANUARY 11, 20 02 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 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 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 of in part for any purpose what-so-ever until a Certificate of Occupanc is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Deparhnent for the issuance of a 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. c (SignibA of applicant ,if a corporation) 1230 CRITTENS LANE SOUTHOLD, N.Y. 11971 (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician,plumber or.builder APPLICANT IS THE OWNER. Name of owner of premises RUDOLPH AND DOROTHY CAGGIANO (as on the tax roll or latest deed) If applicant is a cg pr oration, 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. 1. Location of land on which proposed work will be done: 1230 CRITTENS LANE SOUTHOLD N.Y. 11971 House Number Street Hamlet County Tax Map No. 1000 Section 473889 Block Lot '7 Subdivision Filed Map No. Lot (Name) r Z: State existing use acid•occupancy of premises and intended use and occupancy of proposed conshuction: a. Existing Use and occupancy RFAR VA-Rn GRASS ARF. b. Intended use and OCCttpancy NEW GARAGE 1, 3. Nature of work.(check which applicable):New Building x Addiffon Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $ 19,900. Fee (to be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars (2) TWO 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NONE 7. Dimensions of existing structures,if any: Front . Rear Depth Height Number of Stories its ` 1 AAL Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 24' 1 8. Dimensions of entire new construction: Front 24 Rear Depth 24 Height 18' Number of Storiew 9. Size of lot: Front 112.00 Rear­-L09-00 Depth 153.58 10. Date of Purchase JAN• 1998 Name of Former Owner POLATNICK, JEROME AND SELMA 11. Zone or use district in which premises are situated S.C. TAX # 1000-70-12-07 12. Does proposed construction violate any zoning law, ordinance or regulation: NEGATIVE 13. Will lot be re- YES Will excess fillbe removed.from premises: YES NO 1230 CRITTENS LANE 14. Names of Owner ofpremises CAGGIANO,R.& D. Address SOUTHOLD,NY 11913�one No. 765-6943 Name.of Architect Address Phone No Name of Contractor Address Phone No: 15. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) RUDOLPH CAGGIANO being duly sworn,deposes and says that(#)he is the applicant (Name of individual signing contract)above named, (1k)He is the OWNER (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day.of n &o M blic S5griature of UNDAJ.COOPER � Notery Public,State of New York No.4e22563.Suffolk County Term Expires December 31,Z:C2W a— oTruss russ ype ty y SEALS T424 COMMON 1 1 11798290 7(opt,oCnal) omponents, ennington, s ct I e n ustrtes, nc. u ec age -1-0-0 6-63 12-0-0 17-5-13 240.0 2540 1-0-0 663 55-13 5-513 6-53 1-0-0 It*00 le=112.5 •(((C '�•y'H,�,F 4.00 12 ;�i t•'b� a m —/ 1.5z4�N 1.5x1 3 5 • ✓0 111)2 �•�(/�� '• <I'•••���fNSEO. �. 'ri f ,,. • '���� 2 �1 6 7 n d 1A d axe— 10 9 B yE 3x5= 3x5= 3x5= 567 153-10 240-0 8-&7 67-3 8$7 LOADING(psf) SPACING 2-0.0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 30.0 Plates Increase 1.15 TC 0.57 Vert(LL) -0.18 6-8 >999 M1120 197/144 TCDL 7.0 Lumber Increase 1.15 BC 0.92 Vert(TL) -0.37 2-10 >760 BCLL 0.0 Rep Stress Incr YES WB 0.29 Horz(TL) 0.09 6 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min I/defl = 240 Weight: 77 Ib LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 3-0-13 cc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling dingctlytrr7rr'7,applied or 7-1-7 oc bracing. WEBS 2 X 4 SPF Stud `x``71121111i11tj1i REACTIONS(Ib/size) 2=1199/0-3-8,6=1199/0-3-8 Max Harz 2=-2211oad case 31 Max Uplift2=-406(load case 2),6=-406(load case 3) FORCES(lb)-First Load Case Only = 1111 #lif TOP CHORD 1-2=22,2-3=-2634,3-4=-2255,4-5=-2255, 5-6=-2634,6-7=22 T•' �• - _ \�% p11, BOT CHORD 2-10=2426,9-10=1668,8-9=1668,6-8=2426 = 3 �'• ')(3u 3 `��� ��,OF MqR O'er WEBS 3-10=-482,4-10=640,4-8=640, 5-8=-482 iG' p��S�Q.•�EN Oy'CYC �G NOTES �.�� 1 AVIIARtc _� e A�9�� S 1)This truss has been checked for unbalanced loading conditions. 'i,B+sF o` ,n 29• 21 This truss has been designed for the wind loads generated by 90 mph winds at 25 ft above ground le'Jely� ( Qop = N chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane cceanline,on an occupancy 'df6tyenytl;condition -a. I enclosed building,of dimensions 45 ft by 24 It with exposure C ASCE 7-93 per BO CA/ANSI95 If end verticals or cantilevers Z 10• 4- The - - exist,they are exposed to wind. If porches exist,they are not exposed to wind. lumber DOL increase is 1.33,and the %O,n•,9F 1352`' a��Z plate grip Increase is 1.33 �i F .,a 1 6 ,• `� between the sf on the tom rd in all areas with a clearance 4)Provide mechannica c connottom chord ection(bnd y others)of truss s3) *This truss has been designed for a live load of Otopbear ng platetcapableeof withstanding 406 Ib uplift at Joint 2 and 406 11 '''',4 6 A lt1 r�` uplift at joint 6. 5)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S)AWdard -TH 6 w0� G PSV OF Nety Y F�ETN OF Mgrs VD cs_D .� �. SYEPHFt1 iY. C` W c, �� o� STEPHEN Z h�Q OC CABLER s STE:PHr C 3i U L� .r F to LICENSE tO Y r- I i';n x t';vst y % .. ', ' ry 1 3192 143 STE �errr {V��• FOA 0n.''ti3v AL AL SS�OkAI E `� gOFfS pNP�� ,&WARNING-VerVy design parameters and READ NOTES ON THIS AND RE VERSE SIDE BEFORE USE. ® Design valid for use only with MITek connectors.This design is based only upon parameters shown,and is for an Individual bullding component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-nal truss designer.Bracing shown is for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the bulMing designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consuit OST-88 Gua18y Standard,DSB-89 Bracing Specification,and HIB-91 M iTek® Handling Installing and Bracing Recommendation ovailabb from Truss Plate Institute,593 D'Onoftlo Drive,Madison,W153719. MAR-09-2002 02 :50 AM P. 02 LAB • Design Associates 118 N. BROADWAY (Sults 204) HICKSVILLE, NY Office (818)938-0200 Fax(816)938.8980 February 27, 2002 Building Department Town of Southhold Southhold, NY 11550 Re: Rudolph Caggiano 1230 Crittens Lane Southhold NY 11971 Permit*: 280182 Dear Building Department: I Kenneth Schulman RA upon visual Inspection of the above detached garage has determined that the construction of the concrete foundation and framing meets all N.Y.S. building codes. Sincerely, Kenneth Schulman R.A. FDA r OVO.02WA 9�OFNeWA MAR-01-2002 12 :42 RM P• 02 LAB Design Associates 116 N. BROADWAY (Sulfa 204) HICKSVILLE, NY Office (5161939.0200 Fax(616)936-6680 February 27, 2002 Building Department Town of Southhold Southhold, NY 11550 Re: Rudolph Caggiano 1290 Crlttens Lane Southhold NY 11971 Permit 0: 280182 Dear Building Department: I Kenneth Schulman R.A. upon visual inspection of the above detached garage has determined that the construction meets all N.Y.S. building codes. --------------- (pl r r Sincerely, FEB 2 8 2W2 Kenneth Schulman R.A. �- Tc . n, n ��PED ARC N S. SDti��� Y 9Z .i NO.026531 �OF NEVJ� 23dO CrittensgLa I��I1V��WlJ I'��DDI1V Con- .1�L B . ❑ ❑ sGaHma NY u9n-1937_ ���OM6 acar�o©oG°�o �uoaa6 MOfn��l� ®�D❑OG`.M6 1GARAGE50267 C�O�1�5PL�MC�S��Ofnl ��f Cpm - --- GROOVEDSIDING . . . . . . . . . . . . . 81028-99 PRE-CONSTRUCTION STEPS 13. To attach metal"T-Type"wind bracing,first check that panel is ROOF SHINGLES ROOF SHINGLES RODF SHINGLES VINYL . . . . . . . . . . . . . . . . . . . . . . 81029-99 HARD BOARD SIDING PACKAGE81022-99 1. Carefully stutlyfhisplen,reatling allinstructlons before beginning square Th an position metal'T-Type"wind bracing at an angle from HARDBOARD 81030.99 QUANTITY SIZE DESCRIPTION constructions the garage Check with local building officials regard- the outer corner of the panel top down to the bottom plate.Mark the PPE-ENGINEERED ROOF PPE-ENGINEERED ROOF PRE-ENGINEERED RCN: " " " " " " poslllon al the bracing on each stud Use a circular power saw to cut 27 EA '/"X4'%B' EXTERIOR SHEATHING BOARD Ing building codes,permits and frost conditions.if an independent Into studs at each mark.Nail brad.with two 8-penny nails at each TRUSSES AT 24' O.C. TRUSSES AT 24' D.C. TRUSSES AT 24• D.C. FRAMING PACKAGE Bi 018-99 68 EA 12"X16' HORIZONTAL HARDBOARD SIDING contractors pouring garage slab and foundation,slap Steps stud and top and bottom plate.Repeat this step forall corners. QUANTITY SIZE DESCRIPTION 4EA ,X6%14' GABLE RAKE BOARD through 10. 1/2' ROOF SHEATHING 12' ROOF SHEATHING ROOF SHEATHING 4EA 2%6X12' SUB FASCIA 14. Repeat Step 12 and Step 13 for wall panels B,Cane D(sea IEA 2X4%8' WALL PLATE TREATED 2EA 1X6%12' EAVE FASCIA 2. Plan garagelocallon to allow for any kmitatons on side,front and LEFT BIDE,RIGHT BIDE and REAR FRAMING ELEVATIONS). METAL DRIP EDGE METAL DRIP EDGE i�12' L DRIP EDGE 6E 2%4X12' WALL PLATE TREATED mares tbacks Also allow enough room aro and the garage for easy 92 EA 2X4X92A' PRE CUT STUDS A CRIPPLES 2EA 1X6%14' EAVEFASCIA entrance,exlt and possible turn-around and for access to the side 15. Note,regarding Panels C and D:Additional steps are required to SEA 2X4X'X8' BCPLVWOO BLOCKINadd theG(HIPPED) BEA 2X4%12' TOP WALLPLATE 2EA 10, X12' SOFFIT BLOCKINGGRIPPED) shoddCheck with tested local Insutilities ha fitany s desiunderground s set formSoil TIONS door.pplycsnerdshown inthe LEFT econdnRIGHT SIDE soneac- IIIc 6EA 2%4X16' TIEPLATE 3EA 10' METALZFLASHING Gas.. I Note ed toInsurethabt meetstlesignloatlsselforth In TIONS ndow,and doorope Ings.cing Second nail2'X4`0"h jackson SEA 2XBX8' HEADER/SERVICEDOOHB 40 EA 12" METAL CORNERS General Notes side of window,and dooropenings.Third,out 2"x10"headers to rough 1 WINDOW 2EA 1X4Xi0' OVERHEAD TRIM(HEAD) opening sizes shown on each panel Lift headers into position,and 4EA 2X10X10' HEADER/OVERHEAD DOOR 2EA 1X4X16' OVERHEAD TR IM(LEG) FOUNDATION STEPS nail to panel studs with 16pennynails Finally,install cripples as 2x8 SIB-FASCIA 2x6 SUB-FASCIA 2XB FASCI IEA WTX4'X6' COX HEADER SPACER 3. Carefully stakeout the foundation,squaring the corners by check- necessary Nail Into position using l 0-penny nails. 15 LB BD SIDING NAILS TIE RATE TIE PLATE TIE PLATE 2EA 2X6XlT OVERHEAD DOOR(SURROUND) 18 LB 1%"SHEATHING NAILS ing that the plan dimensions creta outside of concrete and face of 16. When panel assembly is complete,the walls can be erected Till 2EA 2%6X16' OVERH EAD DOOR(SURROU N O) studs. Panel Aup,placing it In pcsdlon over the anchor bolts.Brace the F-CHANN 6E T-TYPE DIAGONALWIND BRACING DOOR AND WINDOW PACKAGE81023-99 4. Note Step Band Step 6 pertain to NO-FROST construction,Steps panel soon rely with a 2"x4"brace,tack-nailed to aground stake 202 BL.NG 212 BLOCKING 2EA 1%6X10' HEAD JAMBIOVERHEAD DOOR p Place washer and nut anchor balls arab hien down anal Re- TOP PLATE TOP PLATE TOP RATE TRIM QUANTITY SIZE DESCRIPTION ]through logo FROST construction. 9 P IEA 3032 DH WOOD WINDOW peat for Panels B,CantlD 2EA 1%6X16' LEG JAMB/OVERHEAD DOOR 5. For NO-FROST of the BUILDING SECTION ), ALUMMIM FASCIA TRIM IEA 3068 PH 6PANEL STEEL SERVICE DOOR dig Venchesfor fooling of manollihlepour Build up foundation 17. RepeatSi l2,Step Band Step l6toassemble and erect 1xB FASCIA TRIM Mfi FASCIA TRIM 20LB 16D COMMON NAILS COATED 2EA fI OVERHEAD GARAGE farms sothal the top of form is 6"above original soil level.Remove ap- panels E and F(seeLEFTSIDEandRIGHTSIDEFRAMINGELEVA- 2X4 WALL $TIB$ 2x4 WALL STIRS ALUMINUM VENTED 2x4 WALL NINCDS 1B1-B 8D COMMON NAILS COATED DOOR W/HARDWARE proximately Tof sail within area to provide B"of space to top of form. TIONS) 3/8' PLYWOOD SOFFIT AT 1B' O.C. 3/B' PLYWOOD SOFFIT AT 16' O.C. SOFFIT AT 16' O.C. 52 LF DOORSTOP Lay rebar In footing trenches.Have a building department official 18. As panels are erected,attach 2"x4"top beplates(see ELEVA- 4k8' GROOVED HARDBOARD T 1 1/2' SHEATHING VINYL 1/2' SHEATHING ROOF PACKAGE 81 of 9.99 TEA 2X4%,6' OVERHEAD DOOR HANGER check trenches and concrete farms before pouring concrete. TIONS).Lap at corners as shown on FRAM ING ELEVATIONS and SIDING SIDING SIDING QUANTITY SIZE DESCRIPTION MATERIAL 6. For NO-FROSTconsructlon,fill IT....me with a minimum of 4"of nail plates together with 16-penny nails 8"on center IEA ENTRANCE LOCKSET 13EA 24'4/12 PRE-ENGINEERED WOOD 2LB BD FINISH NAILS gravel and compact to within 4"of top of form.Install W6x6-2.9x29 19. Assemble and erect front well panels G,H,and l using Steps 12, TRUSSES welded We fabric over gravel Hl,and pour concrete to thickness 13 and 15(see FRONT FRAMING ELEVATION) BEA 2X4X12' TRUSSBRACING NOTE:THE FOLLOWING MATERIALS NOT SUPPLIED BY84 LUMBER. shown on BUILDING SECTION drawing Whilepouring concrete, -^•"' --" ` _'® ® - - 20. Nail2"x4"ori les an each side of overhead tledre ening 6QM6/D64QOL� /Of�4oG�IIL� SCRLE: 1 1/2" 1'-0" 24EA 1XNal' TRUSS CDXROOF O FSHEATHING ENDS LISTED FOR CONVENIENCEONLV. cperiodically oncrtesll1 ft b,anded wire fabric tanchrboltoin4'Infromedgeofcementon a p 2SEA '/a"X4'XB' CDTPAPESHEATHING concrete pointgantlding to FO bolts 13/4' from edge extend xten retetoo on 21. Cut position to ds r headersNail to pa el studs with Hifthea16-penny SEA ,ss FELT PAPER FOUNDATION MATERIAL WO/FROST LINE Center points according to FOUNDATION PIAN and extentlt.at pdaitientn reetendrlaplea Nailroaane studs wilh,6-gennvnaile 7SO 2158 FIBERGLASS SHINGLES QUANTITY SIZE DESCRIPTION least 212"above top of concrete Maveon to Step ll, 22. Cut 2"x4"cripples and nell at 16"on center to top of garage door 84EA "I H-CLIPS 14GUYD CONCRETE FOUNDATION&SLAB 7. For FROST construction(see BUILD ING SECTION of plan), headers.Add top plate t0 the top of the enables,level with the top. 14LB 11/4" ROOF NAILS FLOOR check local codes for frost-line depth and dig foaling trenches to ROOF SHINGLES ROOF SHINGLES HOOT SHINGLES 11EA 10' METALDRIPEDGE 576 SF 6X6-29%29 WELDED WIRE FABRIC tlepth of 6"below frost line.Place rebanntrenches Have localbmltl- 23. Add 2"x4"tie plates to remaining wall panels.Nail 2"x4"garage 20OLF /"DIA REINFORCINGBAR ing official check location and depth oftmirches before pouring foot- door hardware surround minside face of topples foot- SHEATHING SHEATHING SHEATHING GROOVED SIDINGPACKAGEESCR-9s 7CUYD GRAVELFILL ing concrete Pour footing concrete and Provide formed key in it by PRE-ENGINEERED WOOD TRUSSES INSTALLATION SFEATHING SHEATHING BHEATHINi QUANTITY SIZE DESCRIPTION 23EA '/2"DIAX12 ANCHOR BOLTS W/NUTS& using a 2"x4'inthe center ofthe concrete which extends the length of METAL ORP EDGE METAL DRIP EDGES METAL CHIP EDGE- 24EA 1 6X14' GABLE RAKER BING OARD WASHERS B. For FR Before concrete lscildfou ly N.11dation all for sto STEPS B. For FROST construction build foundation wallformsld ahelgM 6" 24. Install pre-engineered wood trusses at TO'centers as shown on 4EA 2X6%12' SUB FASCIA FOUNDATION MATERIAL W/FROST LINE above grade Have local building official check concrete forms before the FRAMING ELEVATIONS 1x8 RAKE BOARD US RAKE BOARD 10 RAKE BOARD 2EA lX6X12' LAVE FASCIA QUANTITY SIZE DESCRIPTION pouring concrete.Brace farms and pour concrete to top of forms,top- 25. Then nail plate connectors to each truss and to the top plates as 2EA 1%6X14' EAVE FASCIA 4CUYO CONCRETE FOR FOOTING ping form sides to compact concrete and 1111 all voids,Set anchor bolts requ lred.Use nails provided with truss package, ALLMNM FASCIA 2EA '/4"X4'%8' BC PLYWOOD/SOFFIT BCUVD CONCRETE FOR FOUNDATION i%"In from edge of concrete on center according to the FOUNDA- 2EA 2X4%12' SOFFIT BLOCKING(RIPPED) WALLS MAY VARY DUE TO LOCAL TION PLAN and extend to at least 21eabove top ofconcrete, SIDING,SHEATHING&ROOFING INSTALLATION STEPS J' D{AN•FL SEA 10' METAL FLASH ING DEPTH REOUI REMENTS 1x3 FURRING bC3 BIKING BEA 1X4XB' CORNERBOARD 9. For FROST t.Beal the exterior ove foundationw walls forms aftThereon- Ins Ifyou ns foramusing prop rIn orhardboard methods siding (Skip Manufacturer's tK3 IS 2EA 1X4%10' OVERHEAD TRIM(HEAD) 7CU VO CONCRETE FOR FLOOR creta has set Backfill the exleridrfountlallon wells with soil,ThaIn- Instructions for proper Installation methods,(Skip to Step 2B) 576SF 6%6-29X29 WELDED WIRE FABRIC tenor foundation walls should be backfilled with compacted soli to 2EA 1%4X,6' OVERHEAD TRIM LEG 27. If you are using 4'x8'Grooved Siding proceed as follows.Start PEEOD ROOF WOOD ROOF WOOD ROOF LEG) 20DLF '/e"DIA REINFORCINGBAR within 8"from top of foundation walls. WOOD ROOF W000 ROOF W000 HOOF 10 LB BD SIDING NAILS 7CUVD GRAVELFILL siding installation aboun/"below tap of foundation.Top edge can be TRUSS TRUSS TRUSS VINYL SIDING PACKAGE81021-99 23EA IRGIAX15 ANCHOR BOLTS W/NUTS& 10. For FROST construction,fill floor area with a minimum of 4"of nailed Into 2"x4"Ile plate at top of wall.Nail siding with 8-penny,non- WASHERS gravel and compact to within 4"of the top of the rear foundation and to corrosive siding or casing nails spaced 6"on center at panel edges and 4k8' Gi00VED HAPDBOATiD SIDING QUANTITY SIZE DESCRIPTION wllhln 6"of the top of the front foundation at the overhead doors This 12"on center at intermediate studs.Add 7"flashing where indicated VINYL SIDING 2]EA '/z"X4'XB' E%TERIORSHEATHINGBOARD NAILING SCHEDULE wlllotchtheslab2" Install W6x6-2.9x2.9 welded wire fabric over on ELEVATION drawings SIDING 4EA 1%6X14' GABLE RAKE BOARD Connection Number and Sae Haw NeII-ed gravel fill,and pour concrete slab to thickness shown on BUI LONG 28. Apply 112"sheathing over roof trusses starting at the bottom of the V2' SHEATHING VT SHEATHING 4EA 2X6X12' SUB FASCIA of Common Nall SECTIONdrawing,While pouring concrete,periodically lift welded truse(see ROOF SHEATHING LAYOUT).Slaggerlolnis of roof 2EA 1X4%10' OVERHEAD THIM(HEAD) Top plate to stud 216d End nail wire fabric to insure its proper placement in the concrete slab sheathing se that joints on adjoining sheets do not Boca r on the same 2EA 1%4X16' GIVE RHEAD TRIM(LEG) Double studs 16d@16"ac Facenail truss.Check plans carefully to determine how far roof sheathing 9SO VINYLSOING Built-up corner studs 16d@24"o c. Facenail WALL FRAMING STEPS should extend at truss ends Apply,"x6"fascia and soffits as per the 4EA VINYL OUTSIDE CORNERS Doubled tap plates 16d C 1 T.a Facenatl 11. You are now ready to assemble and install the walls Teease drawings G�lL1GC6 D❑64G°�� ° GI C �64Q0� Gil {n6 �C�4Q0� DEA STARTEVINISHRIM Top ersplates, ctionslaps,and 216d acenail antlkng,you will assemble each wall using atleast wopanels Zg, Apply rootingfelt and roof shingles,following manufacturer's 4 4 SEA FINISH TRIM ntersections Assemble all panels on the garage slab before tllllng them into Instructions.Extend shingles'/"beyond fascia.Trim excess portions SCRLE: 1 1/2" = 1'-D" SCRLE: 1 1/2" = V-0" SCALE: 1 1/2" = V-0" 18 EA VINYL"J"CHANNEL Continuous headers, 16d@16"dc position Double-check doer and window rough opening sizes before el shingles from inside in order[o maintain aneat appearance 4EA ALUMINUM"F"CHANNEL 2pieces along each edge Facenatl framing them Construction begins with wall panels A,B,C and SEA ALUMINUM VENTED SOFFIT Continuous header to 48d Toenail SEA 6"ALUMINUM FASCIA&RAKE stud 12. PanelALay 2"x4"bottom plate(pre-drllledto fit over anchor bolt FINISHING STEP 4LB 2"ALUMINUM NAILS Trussloplate 38d Toenail locations)and 2`x4`top plate for Panel A side by side,and mark 2"x4" 30. Trim outdoor openings with jambs and casing,and trim eaves 1EA BOX 1'/a"ALUMINUM TRIM NAILS 1"brace to each stud 28d Facenail stud positions l6"on center as shown on R EAR FRAM ING ELEVA- and all corners.Install side door and window. TION,Note that the first space at each panel end Is measured from LRCS 1%"SHEATHING NAILS aneplatesheat 31. Install overhead garage door following manufacturer'sinstruc- lbyesheathingor 28d Facenail the outside tom platstof stud totheut 2-xcenter lineof (7'85/a" 7 the next stud, usiNail ng two tions less,each bearing tap and bottom plates to pre-cut 2"x4"stutls(]'8%"Heng)using two OVERHEAD GARAGE OVERHEAD G*'- 2RGOVERHEAD GARAGE RUdDI h Wider than l by 38d Facenall 16-penny nails at each connection 32. Paint or stain siding and trim as desired following manufacturer's R' Ii p Caggiano directions 2'x8' SURROUT sheathing,each bearing ©1993 by Home Planners, LLC DOOR 2x8' SLFRgRO DOOROIID DOOR _ Southold, NY 11971-1937 2'x4' JAM B CRIPPLE & CRIPPLE 2x4' JAMB & CRIPPLENOTE: SUBSTANTIAL CARE AND EFFORT HAVE GONE INTO THE CREATION OFTHE DESIGN OF THESE DRAWINGS,HOWEVER,BECAUSECFTHE DOOR ST 000R STODOOR STOP IMPOSSIBILITY OF PROVIDING ANY PERSONAL OR ON SITE CONSULTATION,SUPERVISION AND CONTROL OVER ACTUAL CONSTRUCTION,AND BECAUSE OF THE GREAT VARIANCE IN LOCAL BUILDING REQUIREMENTS,BUILDING PRACTICES AND SOIL,SEISMIC,WEATHER AND OTHER 2x4' CRIPPLE 2X4' CRI2x4' CRIPPLE CONDITIONS,B4LUMBERAND HOME PLANNERS ASSUMES NO RESPONSIBILITY FOR ANY DAMAGE,INCLUDING STRUCTURAL FAILURE DUE TO ANY DEFICIENCIES,OMISSIONS OR ERRORS IN THESE BLUEPRINTS 64 LUMBER AND HOME PLANNERS MAKE NO WARRANTY,EXPRESS bill TRIM 1118 TRIM1X6 TRIM OR IMPLIEDWITH RESPECTING THE CONTENT OR USE OFTHESE DRAWINGS,INCLUDING BUT NOT LIMITED T°ANY WARRANTY OF MERCHANTABILITY OR OF FITNESS FOR PARTICULAR PURPOSE.LVE STRONGLY ADVISE THAT YOU CONSULT A LOCAL ARCHITECT OR 1x4 TRIM b14 TRIMb4 TRIM YINYL SIDING ACGUALCONND CH CK ITH YOUR LOCALBUILDING OFFICIAL PRIOR TO APPLYING FORANYBUILDING PERMITAND BEFORE BEGINNING Oke' GROOVED HINGV2' SHEATHING SIDING SIDING FOIANE_ PPE-01GIFEERED WOOD ROOF 12 Ob61f91b6 °1 0„ DD Gil. JAME 3 Ob6�b6 °1 a„ ❑061. JAMS 3 flV[j5glb6 °1 0„ O❑Gil. �JJAME TRUSS 4 � ROOF SHINGLES OVER is ROOFING F %' EXTERIORROOOO SF SHEATHING 2x4' TIE PLATE HARDBOARD SIDING 2k4' TIE PLATE VINYL So 2k4' TIE RATE 2514• TOP PLATE 2'X4' TOP PLATE 2x4' TOP RATE 4'XB' GROOVED 2'X4' CRIPPLE 12' SHEATHING 2x4' CRIPPLE Vz' SHEATHING 254' CRIPPLE SIDING STOO STUD 5710 ea re ppx0' HEADER (2)25x0' HEADER (2)2x0' HEADED 2x4' TIE PLATE 2x4- TIE PLATE W/ V2' SPACERS STARTED STRIP W/ 1/2' SPACERS J-CiANEL W/ V2' SPACERS W/ T FLASHING 2x4' TOP PLATE 1 /� OLEO AS N0 S 2x4' TOP PLATE EXTERIOR FINISH MATERIAL DATE• B.P. V 2x6' SURq►D 2x8' SURROUND 2xB' SUROUND SEE DEATILS FOR SPECIFIC $q�.¢}a OrCsIURANCY OR IUSE DETAIL BASED SIDING APPLICATIONS FEE: 1x4 TRIM bcq TRIM 1x4 TRIM (4k8' GROOVED SIDING SHOWN) NOTIFY BUILDING 0 FITMENT AT CF ON SPECIFIC STING OVERHEAD GARAGE OVERHEAD GARAGE OEAFEPD GARAGE 765.1802 9 AM TO 4 PM FOR E Uw.. �S UNR�'MuFUL APPLICATION-TYP.I tx& TRIM OVER 1X8 TRIM DOOR b18 TRIM FOLLOWING INSPECTIONS: WITHOUT GERiiFIC:;aE DOOR STOP OODR STOP DOOR STOP 2x4' WALL STUDS m m 1. FOUNDATION • TWO REOU ED m 1Y OF OCCUPANCY 18' O.C. "� qq ? FOR POURED CONCRETE > EXTERIOR FINISH MATERIAL Y rFn -fm G e IB SEE DEATILS FOR SPECIFIC 2 ROUGH • FRAMING & PLUM�I r n ve SIDING APPLICATIONS ^/ 3 INSULATION (4'x8' GROOVED SIDING SHOWM O❑ V[MF1H[9 ° ❑ 091. D64. ON/661C,IIC� ° ❑ �G1. ❑❑ . ^,� OD W[IR (N ° ❑ OR. 0119P. � � M e 4 FINAL - CONSTRUCTION MIL ST SCRLE: 1 1/2" = 1'-D" SCRLE: 1 1/2" = V-D" SCRLE: 1 1/2" = V-0" I x° BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MI ET 2x4, PIBE IESSTREATED) V°�` THE REQUIREMENTS OF THE I I.Y. UNDERWRITERS CERTIFICATE BOTTOM PLATE W/ %W' ANCHOR STATE CON6TRUCTION & ENEF GY REQUIRED BOLTS (SEE FOUNDATION PLAN CODES. NOT RESPONSIBLE F DR 1x4' CORER 2x4' METAL CORER 2x4' VINYL CORER 2k4' FOR SPACH -�. DESIGN Qq CONSTRUCTION ERR HIS TOP OF CONCRETE BOARDS WALL STUDS TRIM WALL STUDS TRIM WALL STUDS " VARIES SLAB ELEV. 0'-2' '*L SLAB 0'-0' T.O. STEM O'-0' (04 (RAVEL BASE 4' (RAVEL BASE o 4VT SHEATHING 2x4- V2' SHEATHING REBAR5CONCETE SLAB W/ 4• CONCRETE SLAB W/ 2x4' 2x4'WALL STIR$ WALL STIDS WALL STUDS '-2W29 W.WF. 6x8'-2.9x2.9 W.WF. 4k8' GROOVED HAROROAFO B' COkN7ETE $TEMVINYLSIDING SIDING SIDING WALL2Y4 DEBARS Rudolph Caggiano O ❑ SIDING OPTIONS 1230 Critrens Ln 4kB' GROOVED SIDING (SHOWN Southold,NY 11971-1937 VINYL Rudolph CaggianG p-4• 1230 Crittens Ln �MOf�DD �G�6 �'CC�400Gv1 HARDBOARD Southold N1' 11971-1937 9 �OE6�l, 1G�.16261- 1D❑, 64Q0� q OO�b6G1- �64QII� q 60��162L1- 1D❑, GC�4G°.11l� IgG1❑❑I�4 60ffJ4f1M640❑O M G 119 SCALE: Vz'•1'-0' n �n �DU�I�4C�Mf�u CONI p�QG��S 1230 ChCaggiano p .,, 1230lph Ca s Ln. _ , Southold,NY 11971-1937 4 q p q d Q4 p Rudolph Caggiano Iry24-0 24'-0' 1230 Cnttens Ln. 3`4 41 4'-0' 4'-0' 3'-4' 3'-4' 12' 12'-0' tt'-0' Southold,NY 11971-1937 m PANEL •A- PANEL 'B' �c r — — — — — — — — — m 1'x6' RAKE m BOARD • GFCI (ECI ' 22'-B' • , STEEL DOOR 1x6' RAKE 1'X6' RAKE T FLASHING � 3088 PRENMG BOARD BOARD (BOTH GABLE METAL DRIP W/ ALUMINUM METAL DHIF "i0ok— C3000 W/ ALUMINUM METAL DRIP ENDS) -`B I EDGE FASCIA EDGEFASCIA EDGE ' IRFXCAVAT® NOTCH STEM WALL 4 -,`�„ " CORNER DETAIL I 4' CONC. SLAB OVER 6' FOR DOOR ,o HARDBOARD r METAL CORNER VINYL VINYL CWM1ER 4k8' GROOVED �--1'x4' CORER (ABOVE( SEE DETAIL FW SPECFIC P SIDING 0000 0000 TRIM SIDING 0TRIM SIDING 0000 0000 904-0 4' GRAVEL BASE W/ I SIDING APPLICATION 0000 0000 0000000006'x6'-2.9x2.9 W.Wf. 0000 0000 11(4' TRIM 1'x4' TRIM 0000 0000 1'x4' TRIM I ° 0000 00000 4 9070 O.GD. 9070 O.G.D. -FROST yI - 9070 O.GD. 9070 O.G.D. 9070 O.G.D. 9070 a ANCHOR BOLT LOCATION 7+ NO-FROST—.r _ _ - - - - - - - - - - -- - - - - - - - - - i r - - - - - - - - -- - -- - -- - - - - - - - STARTER STARTER STRIP NO-FROST--.i_ _ _ _ - - __ _ _ _ _ _ _ _ _ _ __ - _ _ _ _ i RYPICAL) - p m r_ _ _ __ __ CONS. i_ _ __ __ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ __4 CONS. • TOP OF STEM WALL d 4 � . _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ __ _ _ _ _ _ r_ _ _ _ _ _ _ __ _ _ _ _ __ _ _ _ _ __ _ _ _4 0'-0' ELEVATION R ELECTRIC SERVICE - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - I IS OPTIONAL FROST CONSTRUCTION FROST CONSTRUCTION FROST CONSTRICTION 4 I " 111' (TYPICAL) FOR I ANCHOR BOLT SETBACK I 4 a � •° I e `? HARDBOARD SIDING SCALES 11W-T-0' VINYL SIDING SCALE: 1/811'-0' 0(8' GROOVED SIDING SCALES 11.q,A; (� p - ¢ u lh � 4 I SOLID LINE SHOWS EDGE OF I lJL' �':C ? 6 ' I p 2001 ; Y SHOW EDGE WALL-DASHED LINE - - I- SNOWS EOGE OF FOOTING. d P+ I � � (FROST CONST. ONLY) EXTERIOR SIDING na!aa E%TEAIRO SIDING (SEE FRONT ELEVATIONTOP OF CON1ffRE'FF CI AR (SEE FROM ELEVATION FOB SPECIFIC SIDIW FOfl SPECIFIC SIDIWFROST CONSTRUCTION 0'-0' ? OVERHEAD DOOR JAMB DETAIL APPLICATION NOTES) 3068 PFEHUNG APPLICATION NOTES) OH 3032 NO-FROST CONSTRUCTION 0"4' a ` STEELDOOR OR EQUIVALENT — — — — — — — — — — — — — L J 9'-0'xT-0' OVERHEAD GARAGE DOOR s 9'-0'xT-0' OVERHEAD GARAGE DOOR R - - - - ' - ' - - - ' - ' - - - -- r - -- - - -4 NOTCH STEN 2-02'-0" 2'-0' FOR GARAGE 666R PAWL PANEL PAWL m OyLSQW LSLIS V G=Q��❑O DV W06011� LS LSLS V 4:1��❑O BV 22T L255V h79❑ V 10-B' ABOVE6. G'10'-8' ,12' 'H' 4'x8' GROOVED SIDING SCALE: 1/8•-1'-04k8' GROOVED SIDING SCALE: 118••1'-0• 4'x8' GROOVED SIDING SCALE- VB%1'O' 11 - 24'-0• VINYL SIDING VINYL SIDIW VINYL SIDING2'-0' 2'-0' 9'-0' 2'-0' 9'-0' HARDBOARD SIDING HARDBOARD SIDING HARDBOARD SIDING FL' z%H SCALE° 1/4%l'-0" FL99O OQ P °L-�ZRA SCALE: 1/4"-110" (FROST CONSTRUCTION SHOWN) 576 SQUARE FEET �❑ 4 LI"'ll d p /�p p 4 F /1 X11 1L Iffi EW n S�0OI� 9 NO SCRLE 1 IYL=�1I1�..IL� IS ISLE Cl Lr=A 11 11CI�J 4� PWOOD ROOF 12'-0' Y2'-p' TRUSSRUSS ATT 24'24' D.C. tx FURRING FOR SIDING APPLICATION 1x FURRING OVER GABLE OVER GABLE END TRUSS (TYPICAL AT EW TRUSS FOR SIDING GAB_E END-2 TOTAL) APPLICATION 4vtt (SEE RAKE DETAIL FOR SPECIFIC SIDING APPLICATION) I IIIIII I I I �18' I�Xi' �16' L1fi' LD' 1,16' Llfi' L16 L1fi 16" 16. Lib 1,18 1,18 1,16 1,16 I�1B I, L 2x4 TIE PLATE JILI I I I 3 112' 16'-0' �F T-5' �f 1/2• 16' 18 16' 1fi' 1B' 16' 16' Xi 1fi 1fi' 2x4' TIE PLATE 16' 16' 16' 16' 16' 16' 16' 16' 16' 16' 16• i6' 16' 16' 16' 16' 1,16, 1,16' 31/2' ifi'-0' T-5' 31/2' I PANEL 'G' TOP i PANEL PANEL 'I' 1'-6'6" $HIM SPACE SHIM SPACE (TOP) 2x4 TOP PLATE ' x � (212x10 HEADER TOP PLATEHEADER- 2'x4" F / (2-PERCES) pY2 S HEADER 12YdW5 (SEE OVERHEAD DOOR (SEE OVERHEAD DOOR 2'x4' WALL STUDS HEADER DETAIL) y HEADER DETAIL) �- N AT 18. O.C. / 9070 OVERHEAD GARAGE m 2x4' JAMB & CRIPPLE4 2x4• JAMB 8 CRIPPLE 4 (2Y1x8 HEADER DOOR 12-PLACES) T-TYPE WALL BRACING 2k4• CRIPPLE pyo r 2x4' CRIPPLE r NOTCH INTO STUDS / 2x4' PRESSURE TREATED SLAB AT DOOR-NO-FROST SLAB AT DOOR-W-FROST BOTTOM TIE PLATESLAB AT DOOR-FROST 'v SLAB AT DOOR-FROST 'v 16. T-0' 12' T-0' 16' i' 2-0• 91.01 2•-0• 91-0' 2_0• 16. 16' �' 16 16 18 18' iB' 16' �' 2x4 PRECM WALL PANEL 'G' PANEL 'I' PANEL 'FP STLO AT 16' O.C. FROST) ON STEM WALL 12'-0' 12'-0' 9'-6" i'-6' 9'-8' 1'-9' (FROST) PANEL B. PANEL A' HEADER LENGTH HEADER LENGTH 9419AQ WALL FRLaNNIE [NUIV6 TUIEDO nM FRONT WALL frRANDINn6 CILCEMLl5rDIE IN T-TYPE WIND SCALE: 114'-1'-0' SCALE: 1/4'-T-O' BRACING 24'-0• --- - __ 24'-0' FOUNDATION FOOTING 31" 1'-181' 24' 24' 24' 24' 24' 24" 24' 24' 24' •24' 1'-1111' a1" TI" 1'-1111' 24' 24' 24' 24' 24' 24' 24' 24' 24' 24' 1'-11X' R4" 2x4 TREATED BOTTOM FROST) PLATE 24E-EONGIEERED ROOF TRUSS 1230 u3d01Cri Caggiano ftm Ln. �J AT B�OTH�GABLESIE (DNS APPLICATIONS � � � � � � � � � � � � . Southold,NY 11971-1937 II-III 2x4' TIE PLATE—� C,OGvlfrvi]O[� D�4CQ���S LA ID EBL NNUMMGH ,-„• L 4.-0. L 4''0' L 4'-0' L� � L 4'-0. L 4''0• L 4'-0' L BASHING 3X' 3-2" 3X' 3X' VERIFY ROUGH OPENING D' 16 X• 3%' FLASHING HEADER HEADER U@xB HEADER (212x8 NDTE; VERIFY . SPE OPENING 2x4• TOP PLATE �E W�fiR. SPECIFICATIONS 2x4. 70P PLATE O O HEADER WRIFY SPECIFICATIONS ., PRE-ENGINEERED WOW @72x8 F ROOF TRUSS o TREAD. o NEAO Q2 Q 2x4' WALL STUDS HE AD AT 2' O.C. IZA 8 3 4 F \ m F p T-TYPE WALL BRACING g SILL NOTCH INTO STUDS it O Q 2x4' PRESSURE TREATED GROOVED SIDING HAAOOARO OR VINYL SIDING IN 11 11 1112•x4- TIE BOTTOSCRAP M TIE PLATE PLATE I - I X' 16' 1fi' 16' 16' D' 16' 1fi' 1fi' 16' 1fi' 16' 1fi' 16' 16' 16' 16' X' 1fi' 16' 16' 16' 16' 16• 16' 16' 16' 16• 15' 6- 18' SEE DIMENSIONS TRI15$ TO PLATE 2x4' WALL STUDS V2• UNIT DIM. 1/2. UNIT DIM. O JO1 ABOVE TRUSS11 C(OPTIONALIAT AW JAS 13'-11' 11'-8 1/2' 11'-B 1/2' 11'-B 112' 11'-8 1/2' PANEL 'C' PANEL f' PANEL 'F' PANEL 9' LEFT WSALL G 99A DINIM C L6ML,1cirgam Rudolphcagglano NUENT WALL FRQfuMlM6 6LIEVA7000 H OO FT OO Nn AL 4GOMRIN 40 00054 061TQR0.0 SHIgLm-momm LLmmMSP 1230 Crittens Ln. PL,%TIE C ON. SCREE: NONE SCRLE: 3/4"=1'-0" SCRLE NONE SCALES 1/4'•1'-0' Southold,NY 11971-1937 SCALE! V4•-1'-0'