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GARAGE. IRC Section R309 <br />1. R309.1 Floor surface. Garage noor surface shall be of approved non. <br />combustible material. Slope door toward the vehicle door for proper drainage. <br />2. R309.4 Automatic garage dour openers Automatic garage door openers <br />shall be lived and labeled in accordance with UL 325. <br />SHEAR WALL NOTES: <br />WSP IWaad Structural Panel), 41t. <br />- Sheathing. min. 5116' for 16' oc stud spacing <br />. 8d nags 6• on center at the panel edges <br />- 12 inches on center in the panel field <br />IWSP (Interior Wood Structural Panel), 4 It. <br />•'h inch thick GWB by 41t vide on both sides of a wall <br />- Studs spaced not over 16- on center <br />• Nailing at 6' on center with 5d cooler or wallboard nmis 4 <br />ABW (Alternate Braced Wall Panel), 32% Table R602.10.6.1 <br />• Min. 3/8' Wood structural panel on one race. <br />• Min. 2x4 framing w/double Studs required. <br />- (2) HO or (2) strap type anchors per Table R602.10.6.1 <br />(Strap type shall be permitted to be attached over the WSP) <br />• Be common or gaiv. box nails @ 6' oc at panel edges <br />8d common or galy. box nails @ 12" tic at interior supports <br />• Min, tooting under opening is 12'xl2". Turnud down slab is <br />permitted <br />- 12' did. AB located between 6' and 12' of each end of <br />segment <br />ROOF CONSTRUCTION - <br />30 YR COMPOSITION ROOFING <br />0114n BUILDING FELT <br />O' 112' APA RATED PLYD SHTG. <br />OI TRUSSES PER PLAN <br />DEL 2x/ <br />TOP PL <br />PT 2.4 SILL PLATE V1/2' dia. x10' <br />ANCHOR BOLT EMBEDMIN 7-INTO <br />CONIC, A WITHIN 12' R SILL ENDS <br />W13'x3'x1/4'STLW SHERS <br />SPACING PER PLAN <br />4.CONC sus•-� <br />wwu <br />(214 4 TOP b BOTT i <br />Pill 4B <br />J MIN <br />OF FIG <br />2. BIRD BLK'G W12' SCREENED <br />VENT HOLES 1/4'CORROSION <br />RESISTANT METAL MESH <br />COVERING <br />PRE -FIN 26 GA. <br />METAL GLITTER <br />012.8 CEDAR FASCIA <br />N <br />r— <br />I <br />36' <br />2V-6' <br />)'•6' <br />_ — --- 4W' SP_ -------14—'•—Y'VI <br />-- ---—4' <br />WS <br />4xr8-26 <br />/ 1I _j <br />0 m nil I I <br /><wS I4w! <br />° <br />I <br />I <br />GARGAGE <br />4' CONC SLAB <br />O/6MIL BLACK V.B <br />ry <br />014' GRANULAR FILL. <br />G°y! <br />-SLOPE 3' TO O.H. DOOR <br />-THICKEN EDGE OF SLAB 0 <br />0_N. DOOR ITV)-) X <br />— — — — — — — — — ------age----- <br />-------- <br />0 <br />I I <br />I I <br />I I I <br />4x4Dn Q4x4Dn I <br />orne_ IPC44--- I, <br />tl <br />L. — A$P\ J. — — — — — STH014_ <br />14'•6- <br />EXTERIOR WALL• <br />T141 Siding Hose Bibs (exterior faucets)- <br />012 4 Studs @ 16•oc HB hall be frost•pro tf. sell. draining <br />GWa pe, plan and have a permenlam affixed anbsiphon <br />] 1 1 1 eI Fin. Gr. <br />II <br />A FACE DRAINING BACKFILL. <br />sy MIN 12'THK. 12%1,112' <br />UNIFORM SIZED GRAVEL. <br />NO FINE ALLOWED <br />t2' 1 <br />ALL REINFORCEMENT MUST BE TIED INTO <br />PLACE FOR FOUNDATION INSPECTION <br />4' PERFORATED FOOTING DRAIN <br />W/ FILTER FABRIC <br />WRAP TO SURROUND WASHED <br />COARSE GRAVEL (AROUND <br />DRAIN @ 18' HEIGHT) <br />A TYP. GARAGE WALL SECTION <br />devise installed. UPC 603.5.7 <br />R405.1 Drainage at Concrete Foundations <br />Drams shall be provided around all conc.ldundalrons that retain <br />earth and enclose habitable a usable spaces located below <br />grade. <br />Drainage ties. gravel or crushed stone drains, perforated pipe <br />or other approved systems or malenals shall be installed at or <br />below the area to be protected and shall discharge by gravity <br />or mechanical means into an approved drainage system. <br />Gravel Or crushed stone drains shall extend min.l It beyond the <br />outside edge of looting and 6 inches above the top of looting <br />and be covered with an approved filter membrane material. <br />The lop of openjotnts of drain tiles shall be protected with strips <br />of building paper. Perforated drains shall be surrounded with an <br />approved filler membrane or the filler membrane shall cover the <br />washed gravel or crushed rock covering the drain. <br />Drainage tiles or perforated pipe shall be placed on a min. of <br />2 inches of washed gravel or crushed rock at least one sieve size <br />larger than the Itlejoint opening or perforation and covered With <br />not less than 6 inches of the same material. <br />❑ m <br />b <br />r——————— - a- — —— -----1 <br />I I <br />I � I <br />N5� <br />azaDrt I <br />PC44�I <br />STtst4 <br />by <br />— 21'-6- <br />NORTH <br />Floor Plan (and Roof Framing) <br />1/4"= 1'-0" <br />864sf Garage <br />DO NOT SCALE THESE DRAWINGS <br />Written dimensions will have perference over scaled <br />dimensions. <br />-i <br />I <br />J <br />0 <br />t <br />0 <br />d <br />rn <br />c <br />Ec <br />m <br />V <br />LL N <br />O � <br />O — <br />IY rd <br />a <br />C <br />m d <br />T <br />t a� <br />G O <br />r. U_ <br />N <br />LU <br />n <br />° <br />° <br />° E <br />rn <br />a Zl - <br />c m <br />O.q <br />J <br />—d a V on <br />8 <br />W a+ m c <br />t <br />a W N d <br />� E <br />0 <br />W <br />SCALE: <br />SHEET: <br />A-3 <br />