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Approved Plans.tifSingle Family Residential --(ane Story Detached Garage Roofslieatrig j!.��=-- I El Truss' or 2 x f� _ rafters spaced_" O.C. ^bod) s?e notes below e:iterlyr PY (eicample: putcheckmarkinUq—or 2410 Raftersspaced24 9 -c - Roof1/2" Roof coveeing( z''- 1��fid eboarcl 1 X� g _CJ—r (examplee'.OassA3tab'shingte's)seenotesbelA Minimum e:iath Ie 1X12, Uriderlayrrient; • '_ (exar mple: l layer 15N felt] se'e note's below , •12,• • pitch Ceiling Insulation; — ' If heated ; examplei); �$ Provide roof tie downs solid 2 x blocking between rafters that „ . , • : �,Ce 2 x ceiling laists @,_ . are not 2 x 12 or greater ' (okample:2x8@24",O`C.) Double 2,x to plate '(eXam{ le''2X$) Span (example: 23' 5 °) Span Note: Pre-engineered roof trusses w/truss clips may be h'ei ht Gable midpoint • g (exatSiple: is') used in lieu of roof structure shown " siding ' ' Diagonal wind bracing or -(example: 1 orvinyl) braced wall panels @ corners �' and each 25' of wall. Wall Sheathing • (example: 1/2" exte!lor piY�!oodj 2 x 'studs @ 0,C, ' • • t•'as ; (exaritPle: 2 x 6 @ 24" O:C) t `{i;`1Y',•.l.t,.a let, '7', 7.: ..)lel.. ,r: .YAC -5i• {.',���-;. Cont. 2 x (o. • sili plaf e ctrode t ''Cs! (eXample:2x6) Concrete Encased Ground Eie t `.R .t?L'r B E required for a new service 00 i An.'Wali Insulatioh . �� � - '•� (if heatedstexample: R•49 FlbeiBlass Batts) , D Foundation Detail A or A? Footlitg size — x �' 11 Foundation Det611 B (example: 8"xi6"1 Notes; wood, for non -veneer OSB/WB 7/16" is the minimum. Sheathing spanning Roof sheathing shall be a minimum of 3/8" ply e R50 16" or 24" on center, structural clips must be provided instructionsint of each span forlow lope application of roofing mdaterial. For roofs with slopes less than 4;12, follow Shingles must be rated for 90 MPH and over 15# felt, Heated buildings require ice dam barrier applied inside of roof/wall )unction. Hurricane straps, rafter ties or other tie downs shall be used to attach all roof rafters or trusses to top plates. When double top plates are used, straps or ties must attach to both plates. planswith check a tment of Building Sa DISCLAIMER; ILLOWA Chapter of the ICC has created is handout to owith the assist Department for additional requirements. Code, and it is not Intended to cover all circumstances. 04-12-ip Vio 3 Single Family Residential --One Story Detached Garage MtAcHe(k G1` FO ErN�s d 1/2" x 10" steel anchor bolts 6'- o,C, maw, 7” min, penetration max, 0" C.C. max., 7" min, penetration max, 12" from corner and 12" foundation a from each end of plate (min, 2 Lap siding over bolts per plate), foundation a minimum off'. Bottom plate shalt he min, 8" resls0ve wood above grade, and be treated wood decay resistive wood Minimum Con- w' al ity�j', i`' •• � � trete Slab 3,5" n`i"" 4•{ +:Y�•;.�:'•t'•1>;it: Finished grade i 1. "3} T :i r e +. 18„t tit p+ w q;�'{'•i 44 rebar min. y ; ' Cont. top & Y+• w>,''. 3"min• bottom with Note: Check with local 12,a 20" laps building department for Note: Check with swelling solls, caissons may concrete footing or key way be reoulred. MtAcHe(k G1` FO ErN�s d Lap siding over _ foundation a minimum of 1". t6" mint Finishdd grade 104 min 1/2" x 10" steel anchor bolts 6'-0" ox, max., 7" min, penetration max. 12" from corner and 12" from each epi d of plate (min, 2 bolts per plate). .Bottom plate shall be treated wood or decay resistive wood i a" max Note; Check with local building 12"rnin department for swelling soils, Caissons may be required, ,44}:..• ,Minimum Concrete Slab 3,5" E' 04 rebar min 3" min continuous top & bot- tom with 20" laps V4 -1L -V o,C, maw, 7” min, penetration max, Lap siding overcomer and 12" from each foundation a andof plate (min, 2 bolts per plate), minimum of l'\ jottom plate shall be min, &" above \\\���11�► grade, or be treated wood or decay ra.•• resls0ve wood Finished 6" min, ?{. Minimum grade �i E— • ;,, concrete slab 3,5 n.{ r�+r• a ;• • x,. p3� 'a" Fiberboard expansion Joint Provide #4 rebar vert, @ 42" min >! "' 4'-0" C.C, Insert rebar Into Note: Check with r -1��' "' concrete footing or key way local building department for swelling solis. a{:X. , .+ #4 rebar min, continu- caissons may be .<'''^ ous to of stem wall & P required, at footing with 20 laps Lap siding over _ foundation a minimum of 1". t6" mint Finishdd grade 104 min 1/2" x 10" steel anchor bolts 6'-0" ox, max., 7" min, penetration max. 12" from corner and 12" from each epi d of plate (min, 2 bolts per plate). .Bottom plate shall be treated wood or decay resistive wood i a" max Note; Check with local building 12"rnin department for swelling soils, Caissons may be required, ,44}:..• ,Minimum Concrete Slab 3,5" E' 04 rebar min 3" min continuous top & bot- tom with 20" laps V4 -1L -V .I �K"�-O)ko4C)i Single Family Residential—One Story Garage Directions 1. Fill in the blanks on pages 2 and 3 with dimensions and materials which will be used to build the structure. Please 171-2 S. print legibly. Z % �. A t 2. Indicate in the check box on page 3 which foundation detail from page 4 will be used, Nate: Heated garages may requtre special provislons• 4 • • " C-0 C' ' c 6L a +dl aNuiq 2, dd o- a e N Dimensiori �R�1�`I C C�"� • G�i�-� �JIjL `tl W�c f9 G tG!n fti Locate and detail In Ica __ "r or t.uss direction t wall bracing ' 1 is•heated ru _ ig not heated 14 -01 ©n L.111 Y b e r Shoal doo�7tfrwl'd header sizes and location and size f more than two risers. i Floorslop r ebackto ' c- �""' , [ d; Di en ion u 31J2" mi imum concrete slab front not lessthan [' DF I� I- v on•shall be •removed Ile per ft "(408;5) (IRC 309,1) Header 1G! xI f'- f"9 iCNth pie 12) 2K12 or eodlneered lumber) Note: If roof trusses orxafters bear on header, special hgader design may be "required AC 9196N �-- Double 2x4.' 2ic6 rfmmers each e'n'd�! of overhead door' header Gara •dooropening" Garage door opening width Z Z •g MeA C0f i * ee Braced Wall Panel Detail on page 4 to comply Dimension* U th section (IRC 602.10.2) s 0 Man Door Opening c M rcs fi t006 L S fP"Y A Dimenslon* II 1V NOTES - Concrete Slab `. • All sod and vegetation must be removed. , �� ;, �, - :. t O THIS C,w __ Q I t'i� rsa ®.stiL�r��i/�1�il.+E 0 OF �I )lid • if fill Is required under slab it must be compacted san�e�� �pr gray • Floating slab from Detail A and Al shall be monollt I caliy pou`rred. ` I ' • Welded wire fabric or equivalent in slab, Pd +eS, • Minimum 12" perimeter footing (all four sides at least 12" below grade) (IRC 403.1.4).-r �� ` ec p$ a o Concrete floor or curb to be 6" min, above grade (IRC 404.1.6). (� • Floating slab shall -be a maximum of 720 sq ft (IRC 403,1.4.1 Exception 1) with no dimension exceeding 30 ft. 04-12-30 VSO 111 -r -T -single Family Residential—One Story Detached Garage Extent of Header (Two Braced Wall segments) of Header (One Bracgd,Wall Segment) . I Top Plate Continuity Is side required per section R602.3.2 I Elevation Min 2.5" X 3/16 Plate Washer - Anchor Bolt Per R403.1.6 IRC FIGURE R602,1.0.3.4 Notes: For more information on wall bracing go to: www.apawood.org/wallbrac(ng Construction project notes:. t 1-0 X �7 b Sinker In 2 s@3" ldoo Ib Header -to - on sides wood strut tural Panel 04.12.10 Vi0 5 f rtdf `e' r�, 5nrfi•�` s ?1 ershal�l2"o"6c'-ueratpBa 11 {�-- 2'to 18' (Finished Width) -- —� Fasten sheathing to header with 81) common nails Bwalld In 3" grid pattern as shown and 3" O.C. In framing a$ shown (studs and sills) typ. Segment Minimum 1oo0 Ib header -to -Jack stud strap on Per 8602.10.4 Max both sides of opening per table 8602.10.4.1.1 (install on backside as shown on side elevation) Height 10' Header shall be fastened to the king stud with 6-161) sinker nails No. c For panel splice (if needed), panel edges shall be Jack Studs blocked and occur within 24" of mid height. one f—perTable row of W. Sheathing is required in each panel. 8502.5 (1&2) Wood structural panel strength axis — Min (2) 2X4 typ. Minimum length based on 4:1 height -to -length ratio Ex. 24" min for 8' height) Min 2.5" X 3/16 Plate Washer - Anchor Bolt Per R403.1.6 IRC FIGURE R602,1.0.3.4 Notes: For more information on wall bracing go to: www.apawood.org/wallbrac(ng Construction project notes:. t 1-0 X �7 b Sinker In 2 s@3" ldoo Ib Header -to - on sides wood strut tural Panel 04.12.10 Vi0 5 " �11