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HomeMy WebLinkAbout22764-z I ~ FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-23953 Date OCTOBER 17, 1995 THIS CERTIFIES that the building ACCESSORY Location of Property 4680 WESTPHALIA ROAD MATTITUCK, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 113 Block 11 Lot 22 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 27, 1995 pursuant to which Building Permit No. 22764-Z dated MAY 16, 1995 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 GARAGE IN REAR YARD AS APPLIED FOR. The certificate is issued to LOUIS & DEBRA D'AMBROSIO (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A UNDERWRITERS CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A B di gr 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) Date ~f°:................... , l~p/ NR 22764 Z : / Permission Is hereby granted Z', d ~.....~..Z .............?.1~~.. O ....l jC. ? to... X11?L~ ~c?c ..'.....7..... . at premises located at....../..... .......4 •.rIt,-............. County Tax Map No. 1000 Section Block LOW. ° . pursuant to application dated r~~........ 19. r. and approved by the Building Inspector. Fee...~r.r Building Inspector Rev. 6/30/80 cv~ 6W.V"a C~.~ y9s y Form No. 6 G L~ M _41- TOWN OF SOUTHOLD 1 h ACT ~ ~ ~Q95 BUILDING DEPARTMENT TOWN HALL P o 765-1802 BLDG. DF4'7. T,0, at,solnNO r'. fyA y v APPLICATION FOR CERTIFICATE OF OCCUPANCY A. This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: 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 It lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. .B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and 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, P,uildine - $100.00 3. Copy of Certificate of Occupancy - $20.00 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial .$15.00 / Date ..1.g1~j.[,{. New Construction.% Old Or Pre-existing Building Location of Property..`kP~6~. ,0(...110150) House No. Street Hamlet Onwer or Owners of Property.00,110 ...0,50..100:x i) ,,~~l~0YOS1c7 County Tax Map No 1000, Section ~.4 .....P,luck...... K Lot...3 A Subdivision ....................................Filed Map............ Lot Permit No...%..Date Of Permit-AIVoylkx...... AppIi.cant. b'AnNbTO.tiSJC7...... Health Dept. Approval ..........................Underwriters Approval......................... Planning Board Approval kequest for: Temporary Certificate........... Finny CerticaLe / Fee Submitted: (hoc. 5 00? fog co'-, 03153 APPLICANT o~,~4gpFF0j/r o~ Gyp H x Town Hall, 53095 Main Road p • Fax (516) 765-1823 Telephone (516) 765-1802 P. 0. ew York 9 11971 Southold, OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD August 23, 1995 Mr. Louis D'Ambrosio P.O. Box 1603 Mattituck, NY 11952 To Whom This May Concern: We are unable to complete your Certificate of Occupancy because of the following reasons: xx An application for Certificate of Occupancy is not on file. (Enclosed) No Underwriters Certificate on file. xx The check is (outdated/not on file.)$25.00 No Health Department Approval on file. No final inspection has been made. No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984). BUILDING PERMIT # 22764-Z Please contact our office on this matter. Thank you for cooperation. SOUTHOLD TOWN BUILDING DEPT. - TRUSS CERTIFICATION REQUIRED BEFORE CO CAN BE RELEASED. Job Truss Truss Type 713 Ply 26041 R1 KINGPOST 1 84-RIVERHEAD/26041 P839114 P D J COMPONENTS 3.300 s Jun 7 1995 MITek Industries, Inc. Tue Aug 22 0848351995 Page 1 e-ao e-DO 16-0-0 1740 1-ao 8.0.0 8.0.0 1.0.0 = 4.4 2 40012 -13 N O 4 ~d D411 3.4 = $x4= &0.0 160.0 ao 8-0-0 LOADING (psi) SPACING 2-0-0 CSI DEFL (in) (roc) I/defl PLATES GRIP TCLL 400 Plates Increase 1.15 TC 077 Vert(LL) 0.11 4/3 999 M20(20ga) 258/216 TCDL 7.0 Lumber Increase 1.15 BC 0.59 Vert(TL) 0.16 413 999 BCLL 0.0 Rep Stress lner YES WB 005 Hor4(TL) 0.03 3 file BCDL 10.0 Code TPI Min Length / LL deft = 240 Weight. 56 (Ibs) LUMBER , BRACING TOP CHORD 2 X 4 SYP DSS TOP CHORD Sheathed or 3-4-1 on center puriin spacing BOT CHORD 2 X 4 SYP No.2ND BOT CHORD Rigid telling directly applied, or 10-00.00 on center bracing. WEBS 2X 4 SYP No.3 REACTIONS (Ibs/size) 1=989/0-3-8,3=989/0-3-8 Max Horz 1=-12(load case 3) Max UpiIR 1=-53(load case 2), 3=-53(load case 3) FORCES TOP CHORD 1-2=•1379, 2-3=-1379 BOT CHORD 3.4=1305.1.4=1305. WEBS 2.4=157 NOTES 1) This truss has been designed for the vend loads generated by 80.0 m.p.h. vends at 25.0 feet above ground level, using 7.0 is s.f. top chord dead load and 10.0 p s f bottom chord dead _ load, 100 0 reties from hurricane oceanline, on a category enclosed building, of dimensions 45.0_by 24 0 with exposure C (ASCE 7-93)._ Lumber In_creas_e = 1 33, Plate_Increase=_ _ 1.33 Both end verticals are exposed. LOAD CASE(S) Standard OF NFIV ~Qt~~ ~ge{9f F w rrk ~ 0 1995 ° ~z `~.1,i"i F.ES3l0~~~ - lOWPl OF hcJl'. l I~a'~ ®WARMNG - VerVy design pararnetten and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. ~seem. t to ba Design valid for use only with Mgek connectors. this design Is based only upon parameters shown, and h for on Individual building compon!n Installed and loaded vertically. Applicability of design parameters and proper IncOrpowtlcn of component H responsibility of building designer not hues designer, Bracing shown Is for lateral support of Individual web members only. Additional temporary bracing to Insure stabllly during construction 11 the responsibility of the erector. Additional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality conhol, storage, delivery, erection and btooing, consu8 OSt•88 Quality Standard, DSI.89 Bracing SpeclRcaflon, and Bn-91 111i Industries, Inc. Handling Installing and 51MIng Reeommendctlon available from Truss Plate Mstllute, US D'Onofrlo Drive, Modkan, WI $3710. 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[ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: __~I~_¢~-•y--T 63 DATE INSPECTOR FIELD INSPECTION -REPORT DAT _COMMENTS_ FOUNDATION O ST) II FOUNDATION (2ND) I II I II ~ O ROUGH FRAME S PLUMBING IpI _~I II II 11 I II y INSULATION PER N. Y. -_-1~ STATE ENERGY CODE fi _ 1 II FINAL ii I ADDITIONAL COMMENTS: H H 9` r 8-l `1S - (wID J~` AmUSj U S( ~ohtv~A aLt \&M4 a W u Lf2 ro N L en-rte , l t„tiaa y " I ~i" li' it Arl APR 2 1 1995 4 \,Ot30~ A- 0 a~ )O 6 N \ GH 1~\E , \1, N O: ? P eo ;'tg\OZ m\ ro O P N_ O `\N f \ ~Ot \2 A t L P , 1 f _9D3 ~ V w \N:. \p RMP d ! Lb w w IV / \~f9 Q 4~ ,p^f POL{~ I n N IV / \ pNOVpe U, I / v I Lt \ I/e~~ °29~Yf x~ s 6~ PL r O z ENE W. W. j0. `~PEL545J3 SUFFOU(COUNTY DFT ViC£6E •PSFO LAND SVA• JULY 2, 994 Qu4i ,AWrovd W OOOeptKARdWD[Is SURVEY FOR MAR 23, 1994 Em Alj6 i q t99d p y~ ~Q LOUIS J. DIAMBROSIO 2 DEBRA A. D'AMBROSI Nr, -<i-) MAR R 2, 1994 NOV 30,1993 "'GEa•+.. G.. AT MATTITUCK DATE SETS 29, 1993 J9aWaJ 1„+CLrlc7rapnL 'a:";;iGR i n; USM F,r.`~:rt hsa ER.,u Ir3p9(.:: a.J.'w' TOWN OF SOUTHOLD SCALE 40 ~vJ4aJ 1•y PF13 .I l:u^,.rl :L•.It c!awcF n:L.w SUFFOLK COUNTY, NEW YORK No 93-0747 r,:d IV,L. W Ma DPI{afa..tay. _ l/ n Nwwvrxonu (o luwnox on AOOrt,Ox xD mu CERTIFIED TO~,~~ LL (.p. saevn N A vlaNxwn a {[crlox rxvv or rxe Lr YORK STAY[ IWUTION LAW LOWS J D'AM BROSIO ~19R i4lCPt7d13. T'.~NEiil91 wcoPIES OF Nil SLAVEY 001 NAKNO Till LAND DEBRA A D'AMBROSIO svK V[roAA INKED SEAL ON LMIOSf[0 WEAL 1X11, COMMONWEALTH LAND TITLE INSURANCE CO ow.awRmraRa NorncoxflD<N[DTOILAVAL10TRUE COV. w GUANANT{[f INDIUrm N(KwN SMALL ALN ONLY ro HEALTH DEPARTMENT DATA FOR APPROVAL TO CCNSTRUC T L F(HSOA FOK rxoM NE mIN(Y a PREPARED MD OI Hit NNALI M THE TITLE CONIAMY.OOVER.- A MEAn[fT WKI[l1 WAIN_YI K40VRCL CI WAT{K PRIMrE_PIMLIC _ M[MTAI ADEMCY AND LINDIAG INSTITUTION LISTED M fVI CO TAR YAI pti .[D$Q f(C TIOA II] µp(K .11 LOT OE xIft. AND TO THE AiE IGNASA GNOT I "Tt LE N IERAG M TN[Dl AM HO WILLIAMS WITHIN 100 (([T Of THIS PROI[ATY TINSTTUIIOM O AIDDIi ONAL INNSYtTUTIONS 09 SSUSSCOU(14T L( OTHER THAN THOSE SHOWN HEREON OWMCKf M NI WI IVARY -1CWW( gL/pll SYSTEM FOR THIS K ill.g. NOIfTANC[1 SHOWN HEREON FROM PROI[Kr. LINES TALI CONFORM TO THE STANDARDS 01 SHE 1VA0.K COUNTY DEPARTMENT YOEYISTIN{ ETRVCNK[S Aft FOR A EASE ..C OF HEALTH I[RV ICEI "IO( 1X0 ARE FLY TO WE L.E. 10 Cf TAELIEH LINES OR FOR YNL ERECTION OF FANCIES ATNLICANT PEATY ADDRE" AVENU YOUNG a YOUNG RRIIVOERHEAD, NEW YORK E NOTE~UM;MONUMENT FOUND A=STA,rE FOUND ALDEN W YOUNG, PROFESSIONAL ENGINEER LOT NBERS REFER TO SUBDIVISION 'MAP OF LOTS" AND LAND SURVEYOR N IS LICENSE NO 12845 BY VIM B.CODLING FILED IN THE OFFICE OF THE CLERK Of e SUFF. CO. ON MAY 10, 1921 AS MAP NO 745. HOWARD W YOUNG, LAND SURVEYOR u AM LOgTIWwWILLIWI,IEFT¢ MANIINO CINA^IMHCP) SHOWN HANSON N.YS LICENSE NO 15893 'A NK Fllq[ FIELD OMLIMrIgIS Yb OR OATA OETMMEG FN01x OTHERS EAANDI9 A 90x9 IHC. \ D Ell~ C~Cf ••x LII•I i~a~ii tt , i 1 1, lJ x ~iLaT~. a~Pr. TOWN OF SOUTHOLD 4 Tf 4ot 3t i'T' Lot 32 / of 33 N X ~ ~ d o \tAf I~ N \ o- z ,,t9tp2 s. • m JJo PA eo - l~zJ~J, \iN Y ` \ `,N. ~ Lot t2 \ \ "LOt\3 / 4 1fG t apt \5 (A 51 ~ .d. v 'i W yvA t4 nC_M M d xn \ 167 A', I•• 94yN ^n ~ x W y I PV°UNN N v 4 Nw . on o. I ~ `S[ POy P1 FI Y7µ y// N ~ % nNOr~OP \ 1 < sb~ a 3 \P Nye, PNPL o 1., 322 ..C NE ~.P~ lp~pA WI'yV YI~ I ~~DLdND~~ &UFFOfXCOUiJTYQEP Vic" JULY 22, 994 •ApproWdWCaTaYUCkxl YYaH SURVEY FDA MAO 23, 1999 /~,te F~ i(J~Iy ) LOUIS J. D'AMBROSIO a DEBRA A. D'AMBROSIO NOMAVR 230,1, 1994993 D4(J}..L +•r19i. NC L!"i :V) v~~7 i AT MATTITUCK DATE SEPT 29, 1993 TYA lSY.-~0:.111'IKxJ!)IP.u V01Ci Pq."+^+Y/'•L: i;: GB u;O:uF•:,. >•A Lrv tx..n ir:pr.+.clf TOWN OF SOUTHOLD SCALE I"= aci Ern Jhafll; Ot ifCW•..4 .a.a DF CM4F 0,13n .'.a SUFFOLK COUNTY, NEW YORK No 93-0717 f +uwu moAl![o urtnawx on fool O~ x TO MU CERTIFIED TO III EWC rxw OF rxL Of , CJ..I6 J Aunvv X f !W /Onn l f r r( tWU1I I. L I I - LOUIS J D'AMBROSIO La phm A. Costa. P.L. QJAil +CO1.11 OF MII >LrvLr x01 1(1n M0 M[ LAMA DEBRA A DAMBROSIO Mun v[rof1 INA[o IG( on <N{OSSEO lIAL I.-IL COMMONWEALTH LAND TITLE INSURANCE CO OYfD1t W wilm nRd WM9Y m or ll(<oxllAtn(O ro f[.vfLIA INUt COP. YDUNnf xrtt. mmul[A n[1, IMft1 Au-AM II 10 [0 M( ItnfOX 'Oft WMoo lx( VM(r If IA"A HEALTH DEPARTMENT DATA FOR APPROVAL TO CONSTflUC T Ax3 a 1 1111.1. TO TMl niLI COMIArt.OOVUN- AO(xtr ANA LlxOlxO of nrv nOx urm 11 x(AnUr r.f[l1 •11M FYI AtAUnct a ZCA MIV.r( _trU C MMtx11L OAOR Ax0 TO M( A, IOxtlf OI 1.1 Lt.01. AWICO TAx MAIDMT.14QQ111110x 11? MUCA.JL LOi Ixfnw flax OUfnlxr III AAt NO1 rnAlw[AALLL x Mll[ AM M WILLMAR. WITMIM 10. I[[l 01 TW11A0r[Air ip ..I IIONIL IN{IIIUTIWI On iVOf(OV[Ni 0 MIA THAN THOS! SHOWN M[A[ON OVN(AI YIML x111A 1Ur lAMa 1lYM(l W1lq Al lrli[Y FOR M', A 0109KS A011if MClf fNOVX MLAION FROM MOI[AirI1LIM(1 I ,I MIl1 Cpl/OAY 1tI rNL STAMWAOf OF IN( fWIOLA COUNTY OLI1Ai M(Ml 101(I1TIN( {IAVCNA{1 AR TA A 1PCC1C 1 OF xuLTA tLINICO rvA1wL AM. ]n( .Or lO tL V.10 1. 111160.11 NNN"' Yl1.11"T. IA01Inn tIMtf On FOR Mt ultllON OF ....tf ADOA[11 YOUNG a YOUNG RRIIVOERHEAD, NEW YORKE OSTRANDER r{L NOTE1 ¦=MONUMENT FOUND A:STAKE FOUND ALDEN W YOUNG, PROFESSIONAL ENGINEER LOT NUMBERS REFER TO SUBDIVISION MAP OF LOTS" IN THE OFFICE OF THE CLERK OF AND LAND SURVEYOR N YS LICENSE NO 12815 BY WM B. COOLING FILED SUFF. CO. ON MAY IU,1921 AS MAP NO 745 HOWARD W YOUNG, LAND SURVEYOR m NM LOGIW(/WILLIM1,Y1161AMAUT1At{1YOOLtIf/!WO.1N M0{pl N Y S LICENSE NO 45093 i Mt FROM N[LD OpIIMAtIpI> AND OR DATA ONTY11{D IMdI OYHSRS t ..AM01f A SOME INC. \ i C~Oft~l~'4G°~M~~~Of~1 l7~LaG~1~ 12• L 3-4• U T-4' 3-44' 3~4' V4~• I B-0. 0 8-0• 15X8' RAKE BOARD APR '1995 1 - - - - - - - iX PANEL 'A' rn PANE B' 1YB' RAKE 80AR0 1Y6' RAKE BOARD W/ ALLMIM..M FASCIA VINYL INYL METAL DRIP 4k8' GROOVED m GEC) 3pgq pppU 3088 PREiUNG HARDBOARD METAL DRIP SIDING DING EDGE SIDING r - - - - - - 144' - - - - - - , c STEEL DOOR STEEL DOOR METAL DRIP SIDING EDGE m EDGE 7 FLASHING I VINYL CORD INYL CORD (BOTH GABLE p uoCAVATFO EMS) 4' CONC. SLAB OVER NOTCH STEM WALL `T CCI,~ER DETAIL ' 4' GRAVEL BASE W/ 6• FOR DOOR S-' G Focol~M 1Y4' TRIM ?oo? 1k4' CORNEA 6k0'-2.9x2.9 W.W.F. (ABOVE) SEE DETAIL FOR SPECFIC SIDING APPLICATION x4' TRIM BOARD o®15x4' TRIM °o°o°o°? 0000 l'x4' TRIM - - _ ; f _ - - - - O.G.D. STARTER STRIP TARTER STRIP 9070 O. 4 ANCHOR BOLT LOCATION ND-FROST-.r 907O O.GD_ - NO-FROST ~ ________R NI?FROST~f______ - (TYPICAL) TOP OF STEM WALL 9 " m CONS. CONS. CONS. 0'-0' ELEVATION P ELECTRIC SERVICE - I3 OPTIONAL FROST CONSTRUCTION FROST CONSTRUCTION FROST CONSTRUCTION 1 I I 1%' (TYPICAL) FOR / 4 AN 40R BOLT SETBACK G~L~~GvJ u C~L~C~N//~14~00Mn G~W0nM5~ C~C~Ml~14~00~I _ I!-moms ELIEW 709mm 4 I I I I p / HARDBOARD SIDING SCALES VB'-1'-0' VINYL SIDING SCALE+ 118'-1'-0' /87•1'-0' 0(8' GROOVED SIDING SCALER VB'•1'-0' l l i ? I R I I ~ ' SOLID LINE SHOWS EDGE OF 4 r FOUNDATION WALL-DASHED LINE I 4 s SHOWS EDGE OF FOOTING. SHINGLES SHINGLES I W ROOST CONST. ON-) °P W EXTERIOR SIDING In In -EXTERIOR S EXTERIOR SIDING (SEE FRONT ELEVATION (SEE FRONT (SEE FRONT FOR SPECIFIC SIDING FOR SPECI (SEE FROM ELEVATION FOR SPECIFIC SIDING 13 I ' I I ~ I APPLICATION NOTES) SOBS PG APPLICATI% 01 APPLICATION NOTES) DH 8032 T TOP OF CONCRETE SI AR I 4 OVERIfAD DOOR JAMB DETAIL STEEL DOOR DOOR I FROST CONSTRUCTION NO-FROST CONSTRUCTION 0'-4' I L - - - - - - - - - J 9'-OkT_a OVERHEAD GARAGE DOOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - _ _ _ - _ - - J NOTCH STEM WALL 6' G°~L 2l9 C AL N/Q u nM G~~6C;14 C ~C N/Q4~0 nM LAC 1~5P LI~C~N/Q5~~0o ~1 FOR GARAGE DOOR (ABOVE) 9'-0' 3'-6' T2' 1'-10' 'q'-4' "0. 4' PAnEI..G. PANEL N' 45x8' GROOVED SIDING SCALE: V8%1'-0' 4)(8' GROOVED SIDING SCALES 1/8'-1'-0' PANEL Ti' VINYL SIDING VINYL SIDING i v8'4'-0' 4k8' GROOVED SIDING SCALE- 1/8'•1'-0' VINYL SIDING HARDBOARD SIDING HARDBOARD SIDING HARDBOARD SIDING 91-01 34' i 4LE: 1/4''1'-O' C OO Mfl~JDO La4~Ofn1 Y LAN SCALE! 1/4'•1'-0' FLEO OW PLS /XN SCALE: 1/4'•1'-0' (FROST CONSTRUCTION SHOWN) 304 SOUARE FEET ORDME7 LM MOC M9G°~0~f~1~' i 16'-0' NO SCRLE - y~ - 11( FURRING FOR SIDING APPLICATION 4C OVER GABLE END TRUSS (TYPICAL AT EACH GABLE B&2 TOTAL) 4 PRE-ENGINEERSD WOOD ROOF (SEE RAKE DETAIL FOR SPECIFIC SIDING APPLICATION) TRUSS AT 24' O.C. Ell B'-a• e'-D' e' a• 0•-0' 1x BRING OVER GABLE END TRUSS FOR SIDING 7 APPLICATION I S6" 16" 16" I,i6" I,16" .16" is" 161, 6" L16" 161. 'g 10.10 ~-2F-4-16. 2k4'^TIE PLATE., ism ~16 3' 18' B' 2x4 TIE PLATE ~ L./ 2Y4' TIE PLATE . i 3 V2' 3 1/2' 3 ~.-5. V2' ~I 3-3 SHIM SPACE J~3 3 2Y4' TOP PLATE 2x4 TOP PLATE 4 'PANEL 'G' TO 'p.AAEL 'H• T 2`x4' TOP PLATE lcM'S HEADER M 25x4' WALL STLCS M8 HEADER (SEE OVERHEAD DOOR } r 2X4' WALL STIES 9 HEADER DETAIL) AT la' O.C. rY AT 18' O.C. N22xIO FEARER 2'x4' JAMB & r CRIPPLE T-TYPE WALL BRACING NOTCH INTO STUDS 2k4' CRIPPLE 4 M ^f1..c ,x.TLT r i 16' D.C. STUD AT~ T , BOTTOM TIE PLATE /I gyp{ a{ 9070 OVERHEAD GARAGE SLAB AT DOOR-NO-FROST BOTTOM TIE PLATE /I DOOR ~pyli ~ SLAB AT DOOR-FROST a # 1 Y1121 16' 16' G'-0' 16. 16' 1B' 1fi' 16' iB' 16' 18' 18' 16' 48' 16, 16' B' 1a' 19' 3'_6. 81-0' PANEL 'G' G•-6. PANEL TP PANEL Ti' F `a 'A• HEADER LENGTH T-TYPE w6w FOLICATION STEM WALL =C~N/La5T000 M BRACING FROST) i FRONT U/(=• .L. FAZA~ilON12 6O=CSMla4O0b O~6LaG~ M~/Q~O= G=L~Lafn~Or~16 C&.19VA79( SCALE- 1/4'•1'-0' SCALE- V4'•1'-0' TREATED BOTTOM / Fq.WATION FOOTING 24'0' 24'-0' 0 PLATE FROST) 24' 24' 24' 24' 24' P-n%' 'A" / 94.. 1'-1U1' 24' 24' 24' 24' 24' 24' 24' 24' 24' 24' 1'-119' 79" 1'-1d' , 24' 24' Ll 24' 1, 24' 24' L. 24* 11 24' 1 Pff-ENGINEERED ROOF T BOTHGMES~TAPPLICATION~ A a C~?~1Gvt]O[n~ DCE4Q~~~ QG~]? ~~G;]C~DMf~~~ 2k4' TIE PLATE 115 3/4" y_O4_OIEAOER 6._0. 10'-0' 16'_0• I .D. BASHING 3%' ERIFY ROUGH OPENING - 3%. @72X8 3`2" HpTF; VERIFY RUM OPENING 2k4' TOP PLATE ~~VWlMFGR. SPECIFICATIONS OPENING BASHING pYtza FEADEfl -py2x8 HEADER ;IFICATIONS *PLATE2'x4' ' TE SCRPP~ m WADER W/MFGR. SPECIFICATIONS 1 I ~ I E,W000 "2. T WVED BIDINGH m^ DING I I I I pp 21'4' WALL STLOS I N ~ m y AT 18' O.C. 4 2 2 P F k P q T=TYPE WALL BRACING o. g NOTCH INTO STUDS I I I 2Y4' PRESSLRE TREATED BOTTOM TIE PLATE Ii 2'x4' TIE PLATE 3 SCRAP- 3 I I 75 iB' 79' '18' tl' SEE DIMBISIONS TRUSS TO WALL STIRS 'V24 UNIT DIM V2• UNIT DIM. I 18' 18' 18' 10' 18' 18' 18' 16' B. 18' 16' 16' 10 16 18' 10' Y. b' 13' 16' 16' 8' 18' 18' 48' 18' 16 ABOVE CONNECTION AT EACH RD" TRUSS (OPTIONAL) n'-a in• 11`8 12 TI'S V2' n•-6 V2' PANE 'D' JL JAME 9'-5 3//' PANEL 'E' PAWL F' PANEL 'C' ~p n NONE 9L .19 V / l Y 0?O GJ OO PSPDOO bL~ ~r G~M~~ =T ?D ?O ?O W ?D 9 JULS5- ~aor 9MMMATaob6 LAYO Y LEFT WALL r=992%mumm 6O=O9MLa9T00nN1 G~06C~5P VJL=LL. FA"O N 9 P~G~15r'C~ 60 nM nM. . SCRLE: NONE SCRLE: 3/4"=P-0" SCRLE: NONE SCALES V4'•1'-0' sCALE~ 1/4••1'-0. I~ COO [~l~`~G°~M~400f~1 Dfs4La01~~ MNHTFG M040ON 0401 0 4N 11 1 11111: 111 ~6 0 I' I' 1 I Emma, 69Rooero ROME aARo©oAno BOOM eoNvo= ROOM GROOVED SIDING 81015-99 HARD BOARD SIDING PACKAGE 61013-99 PRE-CONSTRUCT VINYL ..........:...........81016-99 QUANTITY SIZE DESCRIPTION 1. Caremllystudythi. IRE-CONSTRUCTION STEPS 13. To attach metal" T-Type"wind bracing, first check that panel is . Carefully study this plan, reading all instructions before beginning square. Then position metal'T-Type" wind bracing at an angle from HARDBOARD 81017-99 construction on the 22 EA '/z'"4'X8' EXTERIOR SHEATHING BOARD des p onstructlon on the garage Check with local building officials regard- theeutercornerof the panel mptlown tothebs0om plate, Markihe 4E ROOF SHINGLES ROOF SHINGLES PRE-ENGINEERED ROOF PRE-ENGINEERED ROOF D.C. TRUSSES AT 24' D.C. TRUSSES AT 24' O.C.\ 12 ORIZONTAUlAROBOARBSIOWO- contractor is pouring FRAMINGPACKAGE mos-ss 4EA 1%6X0' GABLE RAKE BOARD through Sounng5 ng building codes, permits and frost condillons If an independent position of the bracing on each stud. Use a circular power saw to cut ontractor is pouring garage slab and foundation, skip Steps3 into studs at each mark Nall brace with two 8-penny nails at each 1/2' ROOF SHEATHING i/2' ROOF SHEATHING QUANTITY SIZE SIZE DESCRIPTION through to hrough 10 stud and top and bottom plate. Repeat this step for all corners 3EA 2%4X6' WALL PLATE TREATED 23EA EA ,X6X2%6X16 ' ' SUBEAVE F FASCI ASCIE A garage 2. Plan atl 4EA 2X4X12' WALLPLATETREATED 2 EA 1X64I4 4' EAVE FASCIA rersetbks. Also pol I. Plan garage location to allow for any llmilalons on side, front and 14. Repeal Step 12 and Step 13 forwall panels B, Cand D(see DRIP METAL DRIP EDGE METAL DRIP EDGE exit andndpo! 62 EA 2X4 PRE OUT STUDS P LATE &CRIPPLES 2EA BC-P1.YWQCO/SCFFIT entnceor. Check , ear setbacks. Also allow enough room around the garage for easy LEFT SIDE, RIGHT SIDE and HEAR FRAMING ELEVATIONS), intrance, exit and possible turn-around and for access to the side 15. Note, regarding Panels C and D: Additlonal steps are required to j 3EA 2X4X8XR' TOP WALL WALL PLATE 2EA X4X ' SOFFIT SOFFIT BLOCKING (RIPPED) dosho with toca, 4EA 2X4%10' TOP WALL PLATE 2EA 1 10, X12 METAL CZ FLASH ORNE ING should uld b ide ed to in! lcor. Check with local utlIales for any underground services Solt add the door openings shown In the LEFT and RIGHT SIDE ELEVA- 4EA 2%4X2' TOP WALL PLATE 40 EA 12" 2" METALCADTRIM General l Notes hould be tested to insure that It meets desIgn loads net forth in TIONS.First, apply corner bracing. Second, nail 2"x4"Jacks on each Beneral Notes side of window and door openings Third, cut 2"x10" headers to rough 5EA 2X4%16' TIE PLATE 1EA X4X1' OVERHEADTRIM(EAO) 2EA 248X8' HEADER/SERVICE DOORS tEA I%4%166' OVERHEADTRIM(LEG) f0UN0ATI0NSTE opening sizes shown on each panel. Lift headers Into position, and IODNDATION$TEP$ nail to panel studs with 16-penny nails Finally, install cripples as 2x6 SUB-FASCIA 2x8 FASCI WINDOW 19~- Bp- -gIDINGNAIIS- 3. Carefully stake ou 1. Carefully stakeout the foundation, squaring the corners by check- necessary , Nail into position using l 0-penny nails. TIE PLATE TIE PLATE TIE PLATE SEA -_2X10410'-HEADERIOVERHEAD DOOF~- 10LB 1W' SHEATHING NAILS Ing that the plan din i IEA @"R4'XI 1h" CDX HEADER SPACER stutls tg that the plan dimensions are to outside of concrete and face of 16. When panel assembly is connote, the walls can be erected. Tilt wits Panel A up, placing it In position over the anchor bolts. Brace the 2x2 BLOC%ING F-` 1EA 2%6X10' OVERHEAD DOOR (SURROUND) I. Note, Step 5 and Step 6 pertain to NO-FROST construction', Steps panel securely with a 2'k4"brace, lack-nelled to aground stake TOP PLATE TOP PLATE TOP PLATE I EA 2X6%16' OVERHEADDOOR (SURROUND) DOOR AND WINDOW PACKAGE B1014-99 4. Here, Step5l SEA T-TYPE DIAGONAL WIND BRACING QUANTITY SIZE DESCRIPTION 7thmmgh,Oto FROS 'through 10 to FROST construction, Place washer and nut onto anchor bolts and tighten down panel, Re- 1EA 1%6X10' HEAD JAMB/OVERHEAD DOOR 1EA 3032 DHWOODWINDOW 5. ForNO-FROSTcc TRIM ~8fi~, pHBPANCtBTEEtSERVICE000R dig trenches forfooan For NO-FROST construction (see BUILDING SECTION of plan), peat for Panels B, C and D. 1x6 FASCIA TRIM ALUMINUM FASCIA 2X4 WALL STUDS TEA 1%6X16' LEG JAMB/OVERHEAD DOOR yfA--~yK '---O VERHEAJ!rW000-GARAG7_- forms.. that the top0 IIS trenches for footing of the monolithic pour Build up foundation 17. Repeat Step 12, Step 13 and Step 16 to assemble and erect arms so that the top of form is 6" above original soil level. Remove ap- panels Eand F(see LEFT 8IDE and RIGHT SIDE FRAMING ELEVA. 2x4 WALL STIRS 2x4 WALL STIRS ALUMINLM VENTED AT 16' D.C. 3/8' RYWOOD SOFFIT AT 18' O.C. SOFFIT -14 AT 16' O.C. TRIM .-DOBg3NlfiAFIDWAAc~ pr.ximalely2".fy 20 LB 16D COMMON NAILS COATED 24 LF -D=RSTpp"- Lay rather In footing c iroxim ateiy 2" of soil within area to provide 8" of space to tap of farm TIONS). ay rebar in footing trenches. Have a building department official 18. As panels are erected, attach 2"x4" top tie plates (see ELEVA- HARDBOARD 1/2' SHEATHING VINYL V2' SHEATHING 10LB 6D COMMON NAI LS COATED t 1EP 2%4X8' OVERHEAD DOOR HANGER check trenches and c. heck trenches and concrete forms before pouring concrete TIONS) Lap at corners as shown on FRAMING ELEVATIONS and SIDING SIDING SIDING ROOF PACKAGE81olo-99 MATERIAL 6. ForNO-FROST., I. For NO-FROSTconsruction, fill floor area with a minimum of4"of nail plates together with 16-penny nails 8" on center. QUANTITY SIZE DESCRIPTION TEA ENTRANCE LOCKSET gravel and compact tc ravel and compact to within 4" of top of form. Instal I W6x6-2.9x2.9 19. Assemble and erect front well panels G and H using Steps 12,13 telded wire fabric over gravel 1111, and pour concrete to thickness and 16 (see FRONT FRAM I N G ELEVATION) 6QN1/ 46AM /246I6QM6 /D64~L ~64QIIL~ B eD FINISH NAILS welded fabric ova ? A 13 EA 16'%u PRE-ENGINEERED WOOD shown on onBOILDI G v TRUSSES NOTE: THE FOLLOWING MATERIALS NOTSUPPLIEDBY84 LUMBER. periodically liftwelded hewn on BUILDING SECTION drawing While pouring concrete, 5EA 2%4X16' TRUSSBRACING LISTED FOR CONVENIENCE ONLY. concrete slab, and set anodically lift welded wire fabric to insure Its proper placement in the 20. Nell 2"x4" cripples on each side of overhead door opening. oncom slab, and set anchor bolts l'/"m from edge of concrete on 21. Cut2"x10"garagedoerheadersto9'6"1ong Llfiheademinto 15EA vVX4'X8' iRCOXROOFSHH+ ATHINCNOS FOUNDATION MATERIAL WO/FROST LINE Cest211eab veetopa enter points according to FOUNDATION PLAN and extend to at posltlon to rest on cripples Nall to panel studs with 16-penny nails aas121ke above top of concrete Move on to Step ll 22. Cut 2`0" cripples and not at 16" on center to top of garage door .-2EA 15tF ELTPAPER QUANTITY SIZE DESCRIPTION IeesT2v^ebove top For FROST construction (see B UILD ING SECTION of plan), headers Add lap plate to the top of the cripples, level with the top, 5330 215# FIBE RGLASS SHI NG LES L For FROSTconstr 11 CU YD CONCRETE FOUNDATION8SLA8 -5EA /f- METAL--' FLOOR Ing c of 6" concrete, below frost depth Pour taro 9 180 LF 1/2" CIA REINFORCING BAR mg concrete. PO.l l.c heck local codes for fmot line depth and dig footing trenches to a ROOF SHINCiES ROOF SHINGLES ROOF SHINGLES -r-HES ODFNAIC~ 384 5E 6%6-2 9X2 9 WELDED WIRE FABRIC Ing ng official check local sloth of 6" below frost line. PI ace rebar in trenches. Have local build- 23. Add 2"x4" tie plates to remain Ing wall panels. Nall2"x4"garage tg official check locatlon and depth of trenches before pouring fool- door hardware surround to Inside face of cripples, V2' ROOF 1/2' ROOF V2' ROOF EA id' METAL DRIP EDGE ig concrete. Pour footing concrete and provide formed key in It by PRE-ENGINEERED WOOD TRUSSES INSTALLATION SHEATHING SWATHING SHEATHING GROOVED SIDING PACKAGE R1o11-99 5CUYD GRAVEL FILL usinga2^x49nthecc sing a 2"x4" In the center of the concrete which extends the length of to footing, Before concrete is completely set, remove 2"x4" STEPS EDGE METAL DRIP EDGES METAL DRIP EDGE-• METAL DRIP' QUANTITY SIZE DESCRIPTION 22EA /"DIAX12 ANCWASHERS 9 BOLTS W/NUTS& the looting, Before ca! For FROST construction, bu ltd foundation wall forms to a height 6" 24. Install pre-engineered wood trusses at 2'0" centers as shown on 1x8 RAKE BOARD 1x6 RAKE BOARD 1x8 RAKE AFD lc 22 4'XB' EA 1X6%10' GABLE VRAKE BOARD FOUNDATION MATERIAL W/FROST LINE above 8. For grade ade Have onsh bove grade Have local building official check concrete farms before the FRAMING ELEVATIONS. curing concrete. Brace forms and pour concrete to top offorms,tap- 25. Then nail plate connectors to each truss and to the top plates as 3EA 2X6%16' SUB FASCIA QUANTITY SIZE DESCRIPTION pouring concrete. Bray 2EA 1X6X12' EAVE FASCIA 3CU YD CONCRETE FOR FOOTING ping form sides to con ing form sides to compact concrete and fill all voids, Set anchor belts required Use nails provided with truss package ALUMINUM FASCIA PLAN antletlgeolcc 2EA 1X6X14' EAVE FASCIA BCU VD CONCRETE FOR FOUNDATION TION from %i' in from edge of concrete on center according to the FOUNDA- IONPLAIN and axtendto at least 2v:'above top of generate, SIDING, SHEATHING & HOOFING INSTALLATION STEPS J' CHANIEL iK3 FUFAING tX3 RIMING 2EA z/"X4'XB' BC PLYWOOD/SOFFIT TION exler WALLS MAY VARY DUE TO LOCAL 2EA 2%4%12' SOFFIT BLOCKING (RIPPED) DEPTH R FLOOR 9. For FROSTconsir For FROST constructlon, remove foundatlon wall forms after con- 26. You are using vinyl or hardboard siding follow Manufacturer's 13 PURRING. -EA 10 CORNERBOARING 4 SF 5CUYO CONCRETE FOR FLOOR crele fohas unda.BackM rate has set. Backfill the exterior foundation walls with sell. The In- Instructions for proper Installation methods. (Skip to Step 28) PPE-ENGINEERED PPE-ENGINEERED PRE-ENGINEERED 1 s B EA 1%4X8' CORNER BOARD 5 6X6-29%2.9 WELDED tens foundation i wells ~ EA 1%4%10' OVERHEAD TRIM (HEAD) 1 18O0LF '/z"DIA REINFO EINFORCINGCINGB BAR within 8" from top ollo :nor foundation walls should be backilled with compacted soil to 27. Ifyou are using 4'xB' Grooved Siding proceed as follows: Start Alhin 6" from tap of foundation walls siding Installation about 1/2" below top of foundation, Top edge can be WOOD ROOF WOOD ROOF WOW ROOF TRUSS TRUSS TRUSS 1EA 1X4%16' EVE RH BAD TRI M(LEG) SCUYD GRAVELFILL 10. ForPROSTcome 0. For FROST construction, fill floor area with a minimum of 4" of palled Into 2"x4" tie plate at tap of wall. Nail siding with 8-penny,non- 't, _1Oi0 8D- SIDING NAIw 22EA 9z"0 IAX12 ANCHOR BOLTS W/NUTS& gravel and compact to ravel endcompact lowithin 4" of the top of the rear foundation and to corrosive siding or casing nails spaced 6"on center at panel edges and tlthin 6" of the lop of the front foundation at the overhead doors This 12" on center at Intermediate studs, Add"T flashing where Indicated 4W' GROOVED HARDBOARD SIDING VINYL SIDING VINYL SIDING PACKAGE 81012-99 WASHERS within 6".Ith l top" V All pitch the slab 2" Install W6x6-29x29 welded wire fabric over on ELEVATION drawings. SIDING 1/2' SHEATHING 1/2' SHEATHING QUANTITY SIZE DESCRIPTION NAILING SCHEDULE wAl pAChfill. . gravel add pour rbe In 22 EA 'mi6X6' EXTERIOR BOARD BOARD Connection Number and Size How Nailed SECTION drawing W ravel fdl, and pour concrete slab to thickness shown on BUILDING 28. Apply '/a" sheathing over roof trusses starting at the bottom of the :ECTIONdrawing While pouring concrete, periodically lift welded truss (see ROOF SHEATHING LAYOUT) Staggerjolnts of roof 4EA l 1X%6Xi%10' GABLE GABLEAAKEAKE BOARD of Common Nall eil wire fabric to insure msure its pre fabric to insure its proper placement in the concrete slab sheathing so that joints on adjoining sheets do not occur on the same 3EA 2XG%T6' SUB FASCIA Top plate to stud 216d End mall ILA 1X4X10'\ VERHEAD TRIM (HEAD) Double studs 16aOA16"o.c. FacenaA WALL FRAMING S truss Check plans carefully to determine how far roof sheathing NALL FRAMING STEPS should extend at truss ends. Apply 1 "x6" fascia and soffits as per the TEA TX4%16' OVERHEAD TRIM (LEG) B.Ilhupcornerstuds 16do24"ad. Facenail ,11, You are now rear 1. You are now ready to assemble and install the walls. To ease drawings. rq G~L1CC6 ?o[~4C10L~ 4 NAME META0L 4 MAX19 E19M ILA DC4QII~ SSG VINYLSIDING Doubled top plates 16dc^16"... FacenaA hedlln ? 4EA ~VINYLOUTSIDE CORNERS Top plates, laps, and 216d Facenail g, you will s SEA ALUMINUM VENTED SOFFIT stud l.cali.ns)antl 2"x4"tc iandimg, you will assemble each wall using at least two panels. 29. Apply reefing felt and roof shingles. following manufacturer's asembie all panels on the garage slab before tilting them Into instructions. Extend shingles fb" beyond fascia Trim excess portions SCRLE. 1 112 = 1'-0" SCRLE: 1 1/2" = 1'-0" SCRLE: 1 112" = V-0" L1 = 1'-0 I STARTERSTRIP intersections Asnsemble all panels a iesition.Double-check door and window rough opening sizes before of shingles from inside In order to malntaln a neat appearance, 5EA FINISHTRIM Continuous headers, 16d Gr 16"o.c. position. Double-chec 11 EA VINYL'U°CHANNEL 2pieces along each edge Facenail framing them. Conch ammg them. Construction begins with wall panels A, B, C and D 4EA ALUMINUM-F- CHANNEL Continuous header to 45d Tmmal 12. Penn A Lay 2"" 2. Panel A Lay 2'x4" bottom plate (pre-drilled to fit over anchor bolt FINISHING STEPS tcations)and 2"x4" top plate for Panel A side by side, and mark 2"x4" 30. Tit m outdoor openings with jambs and casing, and trim eaves 9EA 6" ALUMINUM FASO IA&RAKE Truss to plate 38d Toenail stud posters 16"ona tud postlons 16" on center as shown on REAR FRAMING ELEVA- and all corners Install sitle door and window 4LB 2" ALUM INUM NAILS. 1" brace to each stud 26d Feigned TION Notemiddefir , EA and plate the outside face of sic, 1 s BOXS11/4" ALUMINUM HE THING NAILS IM NAILS 1 by 6sheathing or 28d Facenail lop and b01tom pllate ION Note that the first space at each panel end is measured from 31. Install overhead garage door following manufacturer's Instruc- is outside face of stud to the enter line of the next stud. Nail through tions. Di less, each bearing 16-penny nails at eacf tp and bottom plates to pre-cut 2"x4" studs (7' 8'/e' long) using two 6-penny nails at each connection. 32. Paint or staln siding and trim as desired following manufacturer's OVERHEAD GARAGE OVERHEAD GARAGE OVERHEAD GARAGE 2`x6* SURROUND Wider than l by8 38d FacenaA directions. DOOR 2'k6' SURROUND DOM 25x6' SURROUND DOOR sheathing, each bearing © 1993 by Home Planners, Inc. 2'x4' JAMS & CRIPPLE 2'x4' JAMB & CRIPPLE 2'x4' JANE 8 CRIPPLE DOOR STOP - DOOR STOP - - DOOR STOP 25x4' CRIPPLE 2'x4' CRIPPLE 2'x4' CRIPPLE NEE GREAT CARE AND EFFORT HAVE BONE INTO THE CREATION OF TIE DESIGN AND ENGINEERING OF 1PDM ENGUEERING OF THESE PLAN AND BLUEPRINTS tKB TRIM 1K6 TRIM 1x6 TRIM HOWEVER, BECAUSE OF THE WOSSIBL(TY OF PROVIDING ANY PERSONAL AND/OR 'ONITFE-SITE' WOR 'OIWTHE-SITE' CONSU.TATICN, B.PERVISION, AM ARIAN'CE IN LOCAL BUILDING CODE REWIREMENTS A'4 TRIM M4 TRIM 1x4 TRIM CONTROL OVER THE ACNAL CONSTRUCTION, AND BECAUSE OF THE BEAT VARIANCE IN LOCAL i NO RESPONSIBILITY FOR ANY DAMAGES. INCLUDING VINYL SIDING AND OTHER LOCAL DUILDyIN~G AND WEATHER CONDITIONS, 64 UUMUER ASSUMES NO RESPON5191LIT H~ DESIGN OR BI STRUG LHAL FAILURES DUE TO ANY DEFICIENCIES, OMISSIONS. OR EONS IN THE THEDESIGN OR BLl1EPRINTS. IT IS BECOM+fl,OED CHECK M WITH YOUR LOCAL BUILDING OFFICIALS. 4Y8' GROOVED V2' SHEATHING SIDING 112' SHEATHING THAT YOU WNSLLT A LOCAL ARCHITECT OR ENGINEER OF YOUR CHOICE. AHD CV ry M WITH YOL PRIOR TO THE START OF ACTUAL CONSTRUCTION. FOROBOARD SIDING J-QRAN EL PRE-ENGINEERED WOOD ROOF OVERNALAM o o e A ? rn°i. eJG~llTUll© TRUSS -0" SCRLE: 1 1/2" = V-0" SCR LE: 1 112" = V-0" ROOF SHIN6IES OVER 17 A" EXTERIOR rcROOF SHEATHING 4 12- 12 I 2k4' TIE PLATE HAAOBOARD SIDING 2X4' TIE PLATE VINYL SIDING 2'x4" TIE PLATE 2k4' TOP PLATE 2'x4' TOP PLATE 2k4' TOP PLATE 2k4' CRIPPLE 4kB' GROOVED 2k4' CRIPPLE V2' SHEATHING 2k4' CRIPPLE V2' SHEATHING STIR m SIDING STUD SILO 1212'40' HEADER 12YIk'A' HEADER (2)2'M" HEADER 2k4' TIE PLATE 2k4' TIE PLATE W/ V2' SPACERS STARTER STRIP W/ 1/2' SPACERS J'CHAMEL W/ 112' SPACERS 2k4' TOP PLATE 2N4' TOP PLATE W/ T FLASHING EXTERIOR FINISH MATERIAL SEE EAVE DETAIL NSE DETAIL BASED 2k6' SIMOLM 2k6' SURROUND 2kB' SLFAOIM I SEE DEATILS FOR SPECIFIC SIDING APPLICATIONS ON SPECIFIC SIDING ,I (4)(8' GROOVED SIDING SHOWN) APPLICATION-TYP.) 1x4 TRIM 1x4 TRIM bt4 TRIM OVER EAD GARAGE 1x6 TRIM DOOR OVERHEAD GARAGE 1x6 TRIM 0 AD GARAGE M TRIM DOOR OOR OR EDOOR 2k4' WALL STLOS m ? ? Y DOOR STOP DOOR STOP DOOR STOP 18' O.C. qq ~q 7 qq o y ~ ~ y EXTERIOR SEE DA FINISH MATERIAL ECIFIC F L F SP SEE IC SIDING APG APPLICATIONS (08' GROOVED SIDING SHOWN) 0 Ob6~b6 °1 0" OG~. MAY. a OWNININNQO olrrli. 064. OWN59 IN ?O D„ SCRLE 1 1/2" = V-0" MAN FUR. MET. r ~ r 2" _ li_Du 2k4' (PRESSLRE TREATED) BOTTOM PLATE W/ %k12' ANCHOR BOLTS (SEE FORMATION PLAN FOR SPACING) TOP OF CONCRETE 1X4' COPPER 2k4' METAL COfPEII 2X4' VINYL WMBi L' WALL STLOS VARIES SLAB NEV. 0'-2' BOARDS WALL STUDS TRIM WALL STUDS TRIM Z5 j is T.O. SLAB 0'-0' T.O. STEM 0'-0' ' I . p O `4' GRAVEL BASE o 4' BRA 4' GRAVEL BASE Z. 1/2' SHEATHING (2)'4 REBARS 4' CONCRETE SLAB W/ 4' CON 12' 8' BkB'-2.94.9 W.W.F. 6kB'-2 4' CONCRETE SLAB ff 6'X6'-2.W.9 W.W.F. 2k4' 2k4' V2' SHEATHING 2k4• WALL STUDS WALL STLOS WALL STUDS 8' CON 8' CONCRETE STEM J a WALL WALL o a o 4k8' GROOVED HARDBOAD VINYL SIDING SIDING SIDING (2r4 R (2r4 REBARS 1 • TO a as rr~o~~ 6oa~~Mr~~ u o©b SIDING OPTIONS 4k8' GROOVED SIDING VINYL SIDING 14 v Q~ DMDI~D~G~1G ~CC~S~DOo ~l HARDBOARD SIDING q 60O G~Nn1C~L~ q OOG~Mn 6G~ DD 64110 q MANNA °JNNA 70 NY 3~ o6~QO~ ° '2" P-O" SCALES 112.4'-0' G 117 SCRLE: 1 112" = 1'C~4QII~-C" 5CRLE 1 1/2" = 1'-C" SCRLE. 1 1/2" = P-0"