Loading...
HomeMy WebLinkAbout106_1_001_NA_57_MARVIN_PLANS EONE ' LOE1101M P =3A[►�E M�j M � �( NIS/ 24'-0" / / 24'-0' / IEL/V LI Eg[Ia14E lJ /'-1 U 0 12")( 3'-4" l� 3'-4` A, — 41_0" Aiii"it 4'-0" — 31-4" —3,-4" I �, / PANEL "A" PANELi, O"B" / >r \ ■\ r. .t' ` . f ' .t' 0 " 't f . ' t ` o a "'F 0 . t , ■\ \ 0 1I II II ll IL U U U LU IL ll IL L ll U ll JL .qr ` \ \ o • o • 0 0 • 0 0 • o o P I +a•r 1 a+ I \ _ O GFCI O GFCI H� I 22'-8" I d I NOTCH STEM WALL �d I o EXCAVATED 6" FOR DOOR I I = CORNER DETAIL , _ 4" CONC. SLAB OVER (ABOVE) • I SEE DETAIL FOR SPECFIC \ * I 4" GRAVEL BASE W/ I _ SIDING APPLICATION 1� I 6"x6'-2.9x2.9 W.W.F. °d �'tt - _ & Ptt SHINGLES 1 t SHINGLES " Ia+ \ co I a I ANCHOR LOCATION(TYPI • I I 4 = P TOP OF STEM WALL 10d v = _ O'-O" ELEVATION ° I ELECTRIC SERVICE IS OPTIONAL 4'x8' GROOVED SIDING . \ ( 111" (TYPICAL) FOR i o+ I \ _ _ N I I ANCHOR BOLT SETBACK I I I N \ \ _ _ \ \ Zi) laH . I g I °+ \ O • o a I N I • - - • " SOLID LINE SHOWS EDGE OF I a I 4 1 1 ---I f _,— FOUNDATION WALL DASHED LINE I d -1 ( . i SHOWS EDGE OF FOOTING. I _ I 4 I (FROST CONST. ONLY) 11 4 9 _ _ \ I r4 - �I + \ '- • I I TOP OF CONCRETE SLAB • _I 4 ' I FROST CONSTRUCTION 0'-0" I -`' OVERHEAD DOOR JAMB DETAIL a NO-FROST CONSTRUCTION 0'-4" o _ . I - d - _ o �a �+ ELEVATION c \ L J + .\ _ 9'-0"x7'-0" OVERHEAD GARAGE DOOR 9'-0`x7'-0" OVERFEAD GARAGE DOOR O `U` w u LEFT L� L� v L%-� �1 OOO 11 1 \ \ II�I.I�� III��I—I�� Ill�l�n \ \ \ 4k8' GROOVED SIDING SCALE 1/4''-V-0" 4k8' GROOVED SIDING SCALE 1/4'=1 0 J 1 NN M cn NOTCH STEN WALL 8" 7v 2'-0" 9'-0" 2'-0" je 9'-0" il, 2'-0" FOR GARAGE DOOR // PANEL/ PANEL PANEL/ 2" 10'-8' (ABOVE)J$. 10'-8• " "G" "I" 1-1' ie / 2,-0" / 9,_0" 2-0" / 91-0" / 2,_0" / / / M MoL�E �Q Lr'L�L,=�U V SCALES 1/411=11.011 �� � UvU 11' Lr' ]RE 11 El -4W1 U � DHLlij G O U 1 D AT O O N PLAN SCALE: 1/4"=1'-0" NO SCALE (FROST CONSTRUCTION SHOWN) 576 SQUARE FEET y12'-0" � 12'-0' / PA JCEL� ELEWa` lIONE \ , , iur" i t 1x NG OR IDING % OVER IABLEFENDSTRUSSA(TYPICALOAT �� / \ e/0• 0.•/// �'" �� 'I'f�lld,ir\4 EACH GABLE END-2 TOTAL \ \ / 1'� / �ii� ��®•/ /) \ / 1x FURRING OVER GABLE ���i ��/l�'I��,V _I 'O' I� END TRUSS FOR SIDING �I ��%�i �1�� , Il�d���•� . \ , j I " " " APPLICATION I/ `%, �I/�I�//IIS Ii�./I���o� PRE-ENGINEERED WOOD ROOF / X16")(16" 16"J(16")(,6 16 16" 16" 16" l6" 16" 16" 16" 16" 16" 16" 16" ; .' /1'� 1I/ I\'I' ` � I�/ / / \ r �� i I/ ,a , � /I /' I�• /.� ('�,�II>/�I��I�. ,Il�il�lll 0r� TRUSS AT 24 O.C. 3 1/2" 16'-0' 7'-5' 1/2" I I� / II® ili ' 1111//� I� /�) ���.. II/ /II® ,,• ,, 16" 16" 16" 16" 16i" 16" 16" 16" 16" 16" 16" 16 16" 16" 16" 16" 16" 16 2"x4" TIE PLATE 16" 16" 16" 16" 16" 16" 16' 16' 16"x"16" 16" 16' 16' 16' 16' 16• 16'/16", "® /. II�' •��I f i/�/�I/ ��� `,; �� ���r��,ll, '� �l�����r �I A/`/ j /T-9lirlir 1-6 1'-9" /i I' ' ,.,// / '/`I1 / i .I/ 1 ■ , �� / ,••• II®) • 'II , / `�/ �' II �1111 / Il�l ill >. 2x4 TIE PLATE 3 1/2" 16'-0' 7-5 V2" I / r 1' I `` / / � ire . I'; // u u u n n u u u u n u n u u // ill, II' �// ` . �,I', /� PANEL G TOP I4 � I/ (' j ' / II���,,.// II�1��../ (TYP:PANEL "H� - \ y e! I� I / �� ' U�li��l�r I 1 41 PANEL I 1-6 - \ I/� I / I / �� / ,��� i/' II./ \ SHIM SPACE t SHIM SPACE I/11/.,,// / ' �` I ', 1‹.I (TOP) 2x4 TOP PLATE �/ '� / �Q Ii ( % % 2"x4 TOP PLATE f- f- I �'/ � � / //�.�� (2Y1x10'S HEADER N (2Y1x10'S HEADER cn \ �/ \ �. / 01 (SEE OVERHEAD DOOR (SEE OVERHEAD DOOR � � \� 0 • •�/� )2x10 HEADER g S 2"x4" WALL STIRS --� I FADER DETAIL) FADER DETAIL) (-„ \ / / �` // j.I/ I ((�� 7 _ PO " o o / I/� / ' , .I/ / ( (2-PLACES) cn AT 16 O.C. o� ac � / / / I I411. •' / ,, r / 2 x4 JAMB & CRIPPLE 2'x4 JANE & CRIPPLE / T-TYPE WALL BRACING +-2"x4" CRIPPLE Zo f—2ril I-- 'x4" CRIPPLE io lor\ 0 Il/ 0 9070 OVERHEAD GARAGE NOTCH INTO STUDS ,/� ii/tO ,,,' _ SLAB AT DOOR-NO-FROST SLAB AT DOOR-NO-FROST / / I DOOR (2 PLACES) 2'x4" PRESSURE TREATED --i �� \ �/f / %% / II��%BOTTOM TIE PLATE SLAB AT DOOR-FROST •-- SLAB AT DOOR-FROST •\ I % / / .,, . ,,r.„ ., 2'0 9' 0 2'0 9'0" 2'-0" III. I 1 I I / ' 16"1,16" 16" 16"1,16" 16" 16' 16" 16" 16" 16" 16" 16"1,16" 16" 16' 16" 16" / / J / / ` \ I' il, PANEL 'G" PANEL "I" PANEL "H" I ' FOUNDATION STEM WALL / - / / / t-- �— STUD AT 16" 0 C. I I� , (FROST) / 12' 0" / 12'-0' / 1'-9" 9'-6" 1'-6` 9'-6" i'1111'-169""/ IPANEL "B" PALL "A" / / HEADER LENGTH / / H HEADER LENGTH SII' '� GSL A R WALL l. MAcroo 1 0 A M o o I PG�0�5t' WALL P� O�n16 L�L�C MQSt'OO�I T-TYPE WIND � SCALE: 1/4"-1'-0" SCALE: 1/4"-1'-0" BRACING `� 24'-0" 24'-0' FOUNDATION OUNDATION F T 00 ING I4" 1'-1116" 24" 24" 24" 24" 24" 24" 24" 24" 24' 24" 1,1.-11%" �4" 1'-11Y" 24" 24" 24' 24` 24" 24" 24" 24' 24" 24" 1'-11)4" �4" 2x4 TREATED BOTTOM (FROST) X X le � X X X X le X X PLATE PRE-ENGINEERED ROOF TRUSS - - - 24" O.C. f- 1x FURRING FOR SIDING APPLICATION AT BOTH GABLE ENDS - - - - - - - 2"x4' TIE PLATE ECINMEIN DE� A.— \ 4'-0" 4'-0' if, 4-0■ }4 1-11 }? 41-0" 4'-0" ii, 41_0■- / 16'-0' 4. 8'-0" / / 16'-0' 8'-0" - - - i //3y4" 334"// /1/3,4" 2"x4' TOP PLATE _ - 2"x4" TOP PLATE 1 SCRAP Q \ \ PRE-ENGINEERED WOOD ROOF TRUSS Q I Q Zo g Zo 25(4" WALL STUDS Ai‘lti -- �_ QIrs I, AT 16 0■C. — i -vI'� '� gT-TYPE WALL BRACING • `, \ I NOTCH INTO STUDS 2"x4" PRESSURE TREATED BOTTOM TIE PLATE2•x T TIE \ 5 o PLATE _ - i I I I ® i® 2214 16' 16" 16" 1,16' J,16" y 16" 16" 16"/16" 16"1,16"1,16" 16"j,16" 16" 16" )214/ )2S;1,16"],16",1,16',1,16"j„16",1,16',1,16" 16"/16" 16" 16" 16" 16" 16" 16" 16" IJ214"/ TRUSSTOPLATE 2"x4' WALL STIRS t/I /f �I / /f CONNECT ION AT EACH � TRUSS (OPTIONAL) k13-11' L 13'-11" 11'-8 1/2" 11'-8 1/2' 11'-8 1/2" i1'-8 V2• �( / 11/ / / /PANEL "C" PANEL "E" PANEL "F" / PANEL "D' / LEP'? WALL PGM A M OM@ ELEVATION VATION G1000=04 Vv Pm A M ohm C LSC vASr oom OPTIONAL ' GIM@I' `'O ( moor SH ASr HON@ LAYOUT j PLATO SCALE: 1/4"-1'-0" SCALE: 1/4"-1'-O• CONN.1E L SCALE: NONE SCALE: NONE O o O ■ Re° 5.84 0 6ROOM6D 60DOM@ ECONOMY 2-CAR GARAGE 50269 C�OC�I�I� LUC�`1��0� �� �� GROOVED SIDING 81031-99 PRE-CONSTRUCTION STEPS the outside face of stud to the center line of the next stud.Nail through 1u1 DOOR AND WINDOW PACKAGE 81024-99 1. Carefully study this plan,reading all instructions before beginning top and bottom plates to pre-cut 2"x4"studs(7'85/8'long)using two FRAMING PACKAGE 81080-99 QUANTITY SIZE DESCRIPTION construction on the garage.Check with local building officials regard- ingconnection.OVERHEAD building codes,permits and frost conditions.If an independent 13. To attach metal"T-Type"wind bracing,first check that panel is 1"X4' CORNER 2'X4" 1 QUANTITYESIZE2X4XWALL PLATE TREATED DOOR EAD WOOD GARAGE contractor is pouring garage slab and foundation,skip Steps 3 square.Then position metal"T-Type"wind bracing at an angle from I BOARDS WALL STUDS 6 EA 2X4X12' WALL PLATE TREATED 52 LF DOOR STOP through 10. the outer corner of the panel top down to the bottom plate.Mark the , X OVERHEAD GARAGE---192 EA 2X4X925/8" PRE CUT 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 into studs at each mark.Nail brace with two 8-penny p nails at each DOOR 2"X6" SURROUND 8 EA 2X4X12' TOP WALL PLATE MATERIAL rear setbacks.Also allow enough room around the garage for easy stud and topand bottom plate.Repeat this stepfor all corners. 2"X4' TIE PLATE 6 EA 2X4X16' TIE PLATE 2 LB 8D FINISH NAILS entrance,exit and possible turn around and for access to the side p r door.Check with local utilities for an under round services.Soil 14. Re eat Ste 12 and Ste 13 for wall anels B,C and D(see . 2'X4" TOP PLATE 4 EA 2X10X10' HEADER/OVERHEAD DOOR Y 9 P P P P A1 - 1 1''''' 2"X4" JAMB & CRIPPLE 1 EA 1/2"X4'X8' CDX HEADER SPACER NOTE:THE FOLLOWING MATERIALS NOTSUPPLIED 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'X8' GROOVED ' YX4' CRIPPLE / 2 EA 2X6X10' OVERHEAD DOOR(SURROUND) LISTED FOR CONVENIENCE ONLY. General Notes. �. 15. When panel assembly is complete,the walls can be erected.Tilt SIDING STUD 2 EA 2X6X16' OVERHEAD DOOR(SURROUND) FOUNDATION STEPS Panel A up,placing it in position over the anchor bolts.Brace the / 6 EA T-TYPE DIAGONAL WIND BRACING FOUNDATION MATERIAL WO/FROST LINE panel securely with a 2"x4"brace,tack-nailed to a ground stake. 41 (2)2"x10" HEADERDOOR STOP 2 EA1X6X10' HEAD JAMB/OVERHEAD DOORQUANTITYSIZE DESCRIPTION3. Carefully stake out the foundation,squaring the corners by check Place washer and nut onto anchor bolts and tighten down panel.Reill W/ V2" SPACERS �" TRIM 14 CU YD CONCRETE FOUNDATION&SLAB check- ing that the plan dimensions are to outside of concrete and face of peat for Panels B,C and D. 2'X4' CRIPPLE 2 EA 1 X6X16' LEG JAMB/OVERHEAD DOOR studs. 2"X4' • TRIM FLOOR 16. Repeat Step 12,Step 13 and Step 16 to assemble and erect WALL STUDS 1X6 TRIM � 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(see LEFT SIDE and RIGHT SIDE FRAMING ELEVA- 20 LB 16D COMMON NAILS COATED 200 LF 1/2"DIA REINFORCING BAR 7through 10to FROSTconstruction. TIONS). • 2'X6' SURROUND 1x4 TRIM 18 LB 8D COMMON NAILS COATED 7 CU YD GRAVEL FILL 5. For NO FROST construction ,see BUILDING SECTION of Ian 4'X8' GROOVED f+ 23 EA /z"DIAX12 ANCHOR BOLTS W/NUTS& construction(see ) 17. As panels are erected,attach 2"x4"top tie plates(see ELEVA- 1 ROOFPACKAGE81019-99 WASHERS dig trenches for footing of the monolithic pour.Build up foundation TIONS).Lap at corners as shown on FRAMING ELEVATIONS and 4'X8' GROOVED forms so that the top of form is 6"above original soil level.Remove ap- nail plates together with 16-penny nails 8"on center. SIDING 1X4 TRIM SIDING 1 QUANTITY SIZE DESCRIPTION proximately 2'of soil within area to provide 8"of space to top of form. 1x6 TRIM ~"-OVERHEAD GARAGE 13 EA 24'4/12 PRE-ENGINEERED WOOD FOUNDATION MATERIAL W/FROST LINE Lay rebar in footing trenches.Have a building department official 18. Assemble and erect front wall panels G,H,and I using Steps 12, DOOR TRUSSES QUANTITY SIZE DESCRIPTION check trenches and concrete forms before pouring concrete. 13 and 16(see FRONT FRAMING ELEVATION). DOOR STOP 8 EA 2X4X12' TRUSS BRACING 4 CU YD CONCRETE FOR FOOTING 6. For NO-FROST consruction,fill floor area with a minimum of 4"of 19. Nail 2"x4"cripples on each side of overhead door opening. 24 EA 1 X3X8' TRUSS FURRING/GABLE ENDS 8 CU YD CONCRETE FOR FOUNDATION 21 EA 1/2"X4'X8' CDX ROOF SHEATHING 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 WALLS MAY VARY DUE TO LOCAL welded wire fabric overgravel fill,andpour concrete to thickness 2 EA 15# FELT PAPER position to rest on cripples.Nail to panel studs with 16-penny nails. (�(��2(� DEPTH REQUIREMENTS shown on BUILDING SECTION drawing.While pouring concrete, `� _ OM6G�C;1[5 A O �� �( 4 Oo d6f�(�[A D D� A M 7S0 215# FIBERGLASS SHINGLES g P g CORNER DD�`�(�� ■ ■ 7 CU YD CONCRETE FOR FLOOR 21. Cut 2"x4"cripples and nail at 16"on center to top of garage door 0 0 0 84 EA /z" H-CLIPS periodically lift welded wire fabric to insure its proper placement in the SCALE: 1 1/2" - 1-0" = 576 SF 6X6 2.9X2.9 WELDED WIRE FABRIC concrete slab,and set anchor bolts 13/4"in from edge of concrete on headers.Add top plate to the top of the cripples,level with the top. SCALE: 1 1/2 = 1'-0" J SCALE: 1 1/2" 1-0 14 LB 11/4" ROOF NAILS 200 LF 1/2"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 7 CU YD GRAVEL FILL least 21/2"above top of concrete.Move on to Step 11. door hardware surround to inside face of cripples. 23 EA 1/2"DIAX12 ANCHOR BOLTS W/NUTS& GROOVED SIDING PACKAGE 81020-99 WASHERS 7. For FROST construction(see BUILDING SECTION of plan), QUANTITY SIZE DESCRIPTION check local codes for frost-line depth and dig footing trenches to a PRE-ENGINEERED WOOD TRUSSES INSTALLATION 27 EA 4'X8' GROOVED SIDING depth of 6"below frost line.Place rebar in trenches.Have local build- STEPS 4 EA 1 X6X14' GABLE RAKE BOARD NAILING SCHEDULE ing official check location and depth of trenches before pouring foot 24. Installpre-engineered wood trusses at 2'0"centers as shown on ROOF SHINGLES ' 4 EA 2X6X12' SUB FASCIA Connection Number and Size How Nailed ing concrete.Pour footing concrete and provide formed key in it by the FRAMING ELEVATIONS. ROOF SHINGLES PRE-ENGINEERED ROOF ' 2 EA 1 X6X12' EAVE FASCIA of Common Nail using a 2"x4"in the center of the concrete which extends the length of the footing.Before concrete is completely set,remove 2"x4". 25. Then nail plate connectors to each truss and to the top plates as TRUSSES AT 24" O.C. 2 EA 1 X6X14' EAVE FASCIA Top plate to stud 216d End nail required.Use nails provided with truss package. 1/2 ROOF 2 EA /3"X4'X8' BC PLYWOOD/SOFFIT Double studs 16d @ 16"o.c. Facenail 8. For FROST construction,build foundation wall forms to a height 6" SHEATHING 1/2' ROOF SHEATHING 2 EA 2X4X12' SOFFIT BLOCKING(RIPPED) Built-up corner studs 16d @ 24"o.c. Facenail above grade.Have local building official check concrete forms before SIDING,SHEATHING&ROOFING INSTALLATION STEPS 5 EA 10' METAL Z FLASH ING Doubled top plates 16d @ 16"o.c. Facenail pouring concrete.Brace forms and pour concrete to top of forms,tap 26. If you are using vinyl or hardboard siding follow Manufacturer's METAL DRIP EDGE--_ -METAL DRIP EDGE 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 proper installation methods.(Skip to Step 28) 2 EA 1 X4X10' OVERHEAD TRIM(HEAD) intersections 13/4"in from edge of concrete on center according to the FOUNDA- 1X6 RAKE BOARD 4. 11 I 2 EA 1 X4X16' OVERHEAD TRIM(LEG) Continuous headers, SIDING NAILS 2 pieces 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 10 LB 8D along each edge Facenail siding installation about 1/2 below top of foundation.Top edge can be Continuous header to 4 8d Toenail 9• 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- crete has set.Backfill the exterior foundation walls with soil.The in j stud corrosive siding or casing nails spaced 6"on center at panel edges and terior foundation walls should be backfilled with compacted soil to Truss to plate 3 8d Toenail 12"on center at intermediate studs.Add`7 flashing where indicated 1x3 FURRING .. 2x6 SUB-FASCIA 1"brace to each stud 2 8d Facenail within 8"from top of foundation walls. on ELEVATION drawings. / ----j<' TIE PLATE and plate 10. For FROST construction,fill floor area with a minimum of 4"of 28: Apply 1/2"sheathing over roof trusses starting at the bottom of the PRE-ENGINED 1 by 8 sheathing or 2 8d Facenail gravel and compact to within 4"of the top of the rear foundation and to truss(see ROOF SHEATHING LAYOUT).Stagger joints of roof WOOD ROOF 2x2 BLOCKING- ] less,each bearing within 6"of the top of the front foundation at the overhead doors.This sheathing so that joints on adjoining sheets do not occur on the same TRUSS t/\ Wider than 1 by 8 3 8d Facenail will pitch the slab 2".Install W6x6-2.9x2.9 welded wire fabric over TOP PLATE truss.Check plans carefully to determine how far roof sheathing sheathing,each bearing gravel fill,and pour concrete slab to thickness shown on BUILDING should extend at truss ends.Apply 1"x6"fascia and soffits as per the SECTION drawing.While pouring concrete,periodically lift welded drawings. 4k8' GROOVED 1x6 FASCIA TRIM wire fabric to insure its proper placement in the concrete slab. -0- 2x4 WALL STIRS 29. Apply roofing felt and roof shingles,following manufacturer's SIDING 3/8" PLYWOOD SOFFIT AT " O.C. WALL FRAMING STEPS instructions.Extend shingles 1/2"beyond fascia.Trim excess portions J11. You are now ready to assemble and install the walls.To ease of shingles from inside in order to maintain a neat appearance. 4)(8' GROOVED handling,you will assemble each wall using at least two panels. FINISHING STEPS SIDING p Assemble all panels on the garage slab before tilting them into 30. Trim out door openings with jambs and casing,and trim eavesposition.Double-check door and window rough opening sizes before and all corners.Install side door and window. �� EAVE framing them.Construction begins with wall panels A,B,C and D. `�4� A K CRETAN., �"" " DIET 12. Panel A:Lay 2"x4"bottom plate(pre drilled to fit over anchor bolt 31. Install overhead garage door following manufacturer's instruc SCALE: 1 1/2" = 1'-0" j � SCALE: 1 1/2" = 1'-0" locations)and 2"x4"top plate for Panel A side by side,and mark 2"x4" tions• stud postions 16"on center as shown on REAR FRAMING ELEVA- 32. Paint or stain siding and trim as desired following manufacturer's TION.Note that the first space at each panel end is measured from directions. EXTEG=;1110g ELIEW ATI] o Ha 1 T FLASHING ©1993 by Home Planners,Inc. (BOTH GABLE ENDS) METAL DRIP EDGE 1x6 RAKE BOARD _., ._ NOTE: GREAT CARE AND-EFFORT HAVE GONE INTO THE CREATION OF ,Tt>E DESIGN AND ENGINEERING OF THESE PLAN T LA AND BLUEPRINTS HOWEVER, BECAUSE OF THE IMPOSSIBILITY OF PROVIDING ANY PERSONAL AND/OR "ON-THE-SITE" CONSULTATION, SUPERVISION. AND \ CONTROL OVER THE ACTUAL CONSTRUCTION, AND BECAUSE OF TI-E GREAT VARIANCE IN LOCAL BUILDING CODE REQUIREMENTS _ / AND OTHER LOCAL BUILDING AND WEATHER CONDITIONS. 84 LUMBER ASSUMES NO RESPONSIBILITY FOR ANY DAMAGES. INCLUDING STRUCTURAL FAILURES DUE TO ANY DEFICIENCIES. OMISSIONS, OR ERRORS IN THE DESIGN OR BLUEPRINTS. IT IS RECOMMENDED THAT YOU CONSULT A LOCAL ARCHITECT OR ENGINEER OF YOUR CHOICE. AND CHECK WITH YOUR LOCAL BUILDING OFFICIALS. PRIOR TO THE START OF ACTUAL CONSTRUCTION. 4'x8' GROOVED -II. .- 1"x4" CORNER SIDING BOARD r // Gj� 7:,/ rO/i /�'/% % / / 12'-0" 12_0• / 1'x4 TRIM PRE-ENGINEERED WOOD ROOF 12/ - TRUSS 4 ' ROOFING F TON ttOVER 9070 O.G.D. 9070 O.G.D. t EXTERIOR 00 SHEATHING NO-FROST •I CONSTRUCTION 1 1 " " rl h / 12/ / 12 / FROST CONSTRUCTION I ,%� ��_ \ ELEVATIONPHONT 2"x4" TIE PLATE 2"x4" TIE PLATE 4'x8' GROOVED SIDING SCALE 1/4'-1'-0" C 2"x4" TOP PLATE 2"x4" TOP PLATE 4'x8' GROOVED • SIDING SEE EAVE DETAIL 2 FLASHING 11)1 1x6 RAKE BOARD (BOTS) GABLE METAL DRIP ` 2"x4" WALL STUDS •• CO T EDGE16" O.C. S i 9 .-4'x8' GROOVED co N co N SIDING 4k8' GROOVED • 1"x4" CORNERI SIDING BOARD 2"x4' (PRESSURE TREATED) BOTTOM PLATE W/ 14"x12" ANCHOR 1 BOLTS (SEE FOUNDATION PLAN FOR SPACING) TOP OF CONCRETE VARIES SLAB ELEV. 0.:2" T.O. SLAB 0'-0" -� �- - • G o - '-,0-1 .,>----,, - _ - _ \ T.O. STEM 0'-0" ° e . ° a ,l ° a. , ' • e ° ° ° A� °--�- t> G I�}_ V tip \ \ / / / to \ NO-FROST -.I 4" GRAVEL BASE 4" GRAVEL BASE • 4 // / 6 CONSTRUCTION 4 REBA- o N a � (2)" RS 4" CONCRETE SLAB W/ 4' CONCRETE SLAB W/ � 12" 6" 6"x6"-2.9x2.9 W.W.F. 6"x6 2.9x2.9 W.W.F. rl i `a' L J I 8" CONCRETE STEM • > �. 1 WALL o° o 0 FROST CONSTRUCTION X O G RC1ET CObTRU TO (2)*4 REBARS -0' ' 4 • 6 `° • PEAg 6L6VATDO�nl OfnJ /I/ 1-4• 1' 4'x8' GROOVED SIDING SCALE: 1/4"- -0 o_ U[I LL D l]UV U E[ D O U\J 4'x8' GROOVED SIDING SCALE: 1/2"-1,-0" FROST COG�I6`?RUC�TOO�n1 G 120 1 I 1