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t <br />I• <br />0 <br />N <br />2 <br />5D-1 <br />5 <br />SD- <br />L L_ — — — <br />L: <br />CONCRETE SLAB: <br />3 %2" GONG. SLAB ON <br />6RADE (2500 PSI MIN) w/ <br />6x6-W1.4xW1.4 MESH OR <br />FIBER MESH OVER 6 MIL. <br />POLY ON q5% COMPACTED <br />FILL OR VIRGIN SOIL. <br />6'-3 3/4" 10'-2 1/4" <br />STEP 1 VARI E5 <br />I <br />I <br />35'-0" <br />10'-0" _ 12'-0" 13'-0" . <br />PATIO SLAB: <br />I <br />3 y2" GONG. SLAB ON <br />12" WIDE GONG.�� <br />I <br />GRADE (2500 PSI <br />TURNDOWN EXTENDED <br />I <br />MIN.) w/ 6x6-W1.4xW1.4 <br />MIN. 12" BELOW GRADE <br />( `� <br />I <br />MESH OR FIBER MESH <br />w <br />ON q5% COMPACTED <br />FILL OR VIRGIN SOIL. <br />HVAG 2 <br />UNIT 5D-I <br />I 3)12" STEP SD -I SD -I <br />L— 5.6.0. REGE55 PER <br />MANUFACTURERS <br />INSTRUCTION <br />NOTE: REFER TO BLOCK <br />PLAN FOP, ALL DOWEL <br />LOCATION DIMENSIONS. <br />I <br />I <br />--- — 3y2" STEP ----- <br />I <br />4 i <br />NFV- <br />GARAGE SLAB: <br />3 %2" GONG. SLAB ON GRADE <br />(2500 PSI MIN.) w/ 6x6-W1.4xW1.4 <br />MESH OR FIBER MESH OVER 6 <br />MIL. POLY ON 15% COMPACTED <br />FILL OR VIR61N SOIL. <br />� 4 <br />c� I <br />i w <br />. <br />00 2411x24"xl2" PLAIN 4100 6 <br />GONG. FT6. w/ TOP OF <br />SD -I FT6. 12" BELOW TOP OF SD - <br />HOUSE SLAB (TYP. OF 2) <br />L J <br />91 on <br />35' <br />5LAE3 PLAN <br />• <br />I� <br />5"xl6" THICKENED <br />SLAB UNDER 10 <br />BEARIN6 WALL SD -I <br />(TYP.) <br />-O <br />N <br />L — J <br />SCALE: 1/4"=1'-0" (22x34 SHEET) <br />SCALE: 1/5'*'-0" (IlxI1 SHEET) <br />2 <br />5D- <br />I <br />LEGEND <br />• ® INTERIOR BEARING WALL <br />• _ _ _ _ = BEARING WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />-71 <br />• I: ; I EXTENT OF OVERFRAMINO <br />-'J <br />• —INDICATE5 1/8"A" 5AW GUT CONTROL JOINT <br />..l INDICATE5 LOCATION OF REINFORCED GMU GORE <br />(5EE NOTES) <br />J L METAL HANGER <br />INDICATES P05T ABOVE. PROVIDE SOLID <br />BLOGKINO UNDER POST OR JAMB ABOVE. <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES ff SGHEDULES <br />seal <br />x <br />� <br />`_ f�� •� a9 <br />N <br />7 824 4 <br />S <br />�'.^��l'`s••.<0p'��o���� <br />© copyright: '''�ii'C� P <br />Struci!�heyc�klr�t� <br />0 C1 <br />Z <br />w <br />w <br />z <br />CJ <br />Z <br />z <br />o <br />v� <br />w <br />� <br />J <br />Q <br />i <br />z= <br />a� <br />Ur <br />z <br />C C <br />W <br />� <br />m � <br />a <br />JZ <br />. <br />Mo <br />W <br />CC <br />D <br />y <br />0 <br />oCc <br />m � <br />W <br />N <br />� <br />M a <br />M&K project number: <br />068-200 1 <br />project mgr: <br />NJ M <br />drawn by: <br />KG K <br />issue date: 04- <br />`I 6-20 <br />REVISIONS: <br />date: initial: <br />05/20/20 KGK <br />sheet: <br />d <br />O <br />J <br />LL <br />W <br />p <br />W <br />z <br />O <br />a <br />d <br />J <br />� <br />-' <br />U <br />w <br />Ln d <br />r", Y <br />~ Z <br />Ld <br />°J <br />