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24'-0" . <br /> BRACED WALLS AS PER <br /> IRC RGO2.I O. AS APPLICABLE IIIIII <br /> FOR LOCAL CODES LINE OF ROOF OVERHANG ABOVE <br /> —I ®I <br /> \ (SHOWN: ) ♦ W ♦ ♦ <br /> —--- METHOD:CS-WSP u l <br /> • EXTERIOR BRACED WALLS(MIN. 48") II // I I <br /> ALTERNATE FOUNDATION NAIL SIDING PANELS OR SHEATHING II <br /> W .- <br /> SHOWN IN THIS CORNER -' <br /> IS MONOLITHIC-POURED, W/8d @ 6"o.c., EDGES AND @ 12" V" <br /> -= <br /> O.C., _-7 ALTERNATE <br /> THICKENED-EDGE SLAB/ DOOR _ <br /> FOOTING. VERIFY IF IT IS FIELD AND BLOCK AT HORIZ. PANEL <br /> JOINTS. O // LOCATIONS \ O / h (.1 <br /> A LOCALLY ACCEPTABLE • PROVIDE ALTERNATE BRACED WALL N �J <br /> CD <br /> SHOWN IS OPTION,SEE DETAIL Q <br /> PANELS AS INDICATED. - 2 X 4 FRAMED WALLS,TYP. N x w <br /> STEMWALL ON FOOTING CZ <br /> I� I�1 <br /> i (WINDOWS OPTIONAL) - . <br /> NOTE: <br /> PROVIDE /2"DIA.X 4"CONCRETE SLAB o SEE EXTERIOR ELEVATIONS I o <br /> I O"ANCHOR BOLTS W/ J O 7 FORS AND FUNCTION N ♦ • <br /> 7"EMBEDMENT @ MAX. - WI.4 X 1.4-SLOPE N NOTE: O N O <br /> 36"X 48" G FT. O.C. SPACING AND AS REQUIRED#AS FLOOR PLAN DIMENSIONS er)O I m - Z <br /> ARE TO FACE OF FRAMING v GARAGE o V <br /> MIN. 1 2"FROM WALL V <br /> CONCRETE APPLICABLE m <br /> LANDING ENDS AND CORNERS OR CENTERLINE OF BEARING, CONCRETE SiAB FLOOR o cI. U <br /> TYP.AS SHOWN �,i m 2, o <br /> C LINES OF OPEN Z = <br /> LINES OF CONTINUOUS NOTE: n O b m <br /> DOOR ABOVE <br /> _ CONCRETE FOUNDATION DOOR AND WINDOW HEADERS /I' a Q s v <br /> S I C9 ? BELOW-SEE DETAIL O SHALL BE 2-2 X 6 UNLESS ♦ 306� /I N x <br /> m = <br /> 00 O OTHERWISE NOTED DOOR - N p1 <br /> NOTE: I }' <br /> EMBEDDED HOLDDOW O NS ` E <br /> REQUIRED,SEE ALTERNATE FOUNDATION PLAN DIMENSIONS ' ii <br /> _ y <br /> . . p/ <br /> BRACED WALL PANEL DETAIL 5 ARE TO FACE OF CONCRETE OR to <br /> CENTERLINE OF BEARING,AS SHOWN ' <br /> - 1- 3�x 9 I/4 LVL HEADER 3 I/2 x 9 I/4 LVL HEAbER ❑.�, <br /> . �. \ \ \ \ <br /> U 9'W.X 7'H. GARAGE DOOR 9'W.X 7'H.GARAGE DOOR C) <br /> SLAB EDGE THICKENED <br /> TO 8"WITH#4 REINF., CONSTRUCT AS <br /> / I'-O" SEE DETAIL 0 6'-I I" I 0'-2" 6'-I I" ALTERNATE BRACED a <br /> r 2'-4�" ' 9'-2" ' , 9'-2" ' 2'_4 , / / / / WALL PANEL"-SEE M <br /> (rough opening) (rough opening) / 24'-0" / DETAIL \ <br /> FOUNDATION PLAN NOTE: LEGEND C. <br /> SCALE:1/4"=1'-0" FOR CLOSED CEILING- FLOOR PLAN I <br /> MIN.22"X 30"ATTIC ACCESS PLAN t, SWITCH LOCATION <br /> OPENING W/G.W.B. REMOVEABLE ❑ alternate roof slope SCALE:1/4"=1'-0" <br /> 2 X 6 RAKEBOARDS,T P. PANEL,LOCATE W/30"VERTICAL shall be: 12 -\ CEILING MOUNTED LIGHT FIXTURE <br /> CLEARANCE ABOVE — <br /> ` ? e I I O VOLT DUPLEX OUTLET d <br /> z <br /> 7 VENTED <br /> TEED BLOCKING MANUFACTURED TRUSS �,� (6 EXTERIOR WALL-MTD. LIGHT FIXTURE Z <br /> � <br /> SEE TYPICAL �' \'-, D ELECTRIC PANEL OR SUB-PANEL C. <br /> O WALL SECTION �' ', LOCATION, INSTALL PER LOCAL . <br /> �1 m @SAVE i CODES m <br /> o Z <br /> w E2I <br /> Co I NOTE: 12i' —� V <br /> aj <br /> J C9 ARROW LINE INDICATES 5�,' <br /> a z 0 0 <br /> i E EXTENT OF SPANNING - H v' <br /> z w MEMBERS, NOT THE s <br /> Co m DIRECTION OF SPAN m = i - <br /> �� U s - <br /> m O Q NOTE: - w <br /> <t _ (7)RIDGEVENT <br /> 4DETAIL U ALL CONNECTORS Is -N II <br /> N 0 <br /> SPECIFIED SHALL m I y <br /> > w _ <br /> (n coBE SIMPSON STRONG u E <br /> _ ��-' - x TIE OR EQUAL _ = s E a <br /> Co - ❑ 0 ;; Pa, z0 ZO <br /> J @ w <br /> 3 E - zo H <br /> y - - CONCRETE SLAB FLOOR SEE Z C V <br /> •N - GRADE L- f ❑ ' = TYPICAL I- a O Z G <br /> WALL 0 w v� <br /> n SECTION Z F w a L) <br /> `_�CONCRETE FOUNDATION \ 7� (..7w <br /> `u- <br /> I _ <br /> 2 X 4 FLAT LOOKOUTS, -� 4 <br /> LET-IN @END TRUSS NOTE: 2 SHEET <br /> (OPTIONAL: USE CROSS-SECTION FOOTING/STEMWALL FOUNDATION <br /> co <br /> REDUCED HEIGHT SCALE:1/4"=1'-0" SHOWN. FOR ALTERNATIVE _ <br /> END TRUSSES) THICKENED-EDGE FOUNDATION V L <br /> SEE DETAIL ED <br /> _____________ <br /> ROOF FRAMING PLANOF 7 <br /> . SCALE:1/4"=1'-0" <br />