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I <br />2 <br />5D-1 <br />le 35'-0" <br />14'-0" 10'-0" III -oil . <br />PATIO 5LAB: <br />3 %2" GONG. SLAB ON <br />6RADE (2500 PSI <br />MIN.) w/ 6x6-WI.4xHI.4 <br />MESH OR FIBER MESH <br />ON q5% GOMPAGTED <br />FILL OR VIR61N SOIL. <br />2 <br />5D-I <br />16'-6" �6'-2- �. 12'-4" <br />GONGRETE 5LAB: <br />3 y2" GONG. 5LAB ON <br />6RADE (2500 P51 MIN.) W/ <br />6x6-W1.4xHl.4 MESH OR <br />FIBER MESH OVER 6 MIL. <br />POLY ON q5% GOMPAGTED <br />FILL OR VIR61N SOIL. <br />10'-2 1/4" <br />•I <br />---L-- —------� <br />8"xl6" THIGKENED <br />10 SLAB UNDER <br />5D-1 BEARIN6 WALL <br />. I (TYP.) <br />— *- - —9 Fe <br />HVAG <br />UNIT <br />LEGENP <br />• ® INTERIOR BEARIN6 WALL <br />• _ _ _ BEARIN6 WALL ABOVE <br />• BEAM / HEADER <br />• LOCATION AND EXTENT OF 5HEARWALL <br />EXTENT OF OVERFRAMIN6 <br />•----- - --- —INDIGATE5 I/8"A" 5AW GUT GONTROL JOINT <br />INDIGATE5 LOCATION OF REINFORCED GMU GORE <br />(SEE NOTES) <br />J L METAL HANGER <br />o * INDIGATE5 P05T ABOVE. PROVIDE 50LID <br />CD BLOGKINO UNDER P05T OR JAMB ABOVE. <br />5.6.D . RECE55 PER I <br />MANUFACTURERS l <br />N5TRUGT I ON <br />r— - <br />NOTE: REFER TO BLOCK I 2 <br />PLAN FOR ALL DOWEL <br />LOCATION DIMENSIONS. l I 5D-I <br />l <br />I <br />(0'-3 5/4" <br />l I <br />l � <br />F------3)/2It STEP — ----- <br />m <br />0 <br />N <br />STEP VARIES <br />I <br />I <br />4 <br />I I 5D- <br />3IVY GONG. 5LAB ON GRADE I • <br />(2500 P51 MIN.) W/ 6x6-WI.4xWl.4 <br />MESH OR FIBER MESH OVER 6 <br />MIL. POLY ON q5% GOMPACTED <br />FILL OR VIRGIN SOIL. <br />a <br />i <br />i <br />i <br />i <br />I6FHOU5E <br />24"x24"AT PLAIN <br />2 GONG. FT6. W/ TOP OF <br />5D-I 5D-IFT6. 12" BELOW TOP OF 5D- <br />r SLAB (TYP. OF 2) <br />I•.I I.•I <br />L — J L J <br />16'-6" <br />35'-0" <br />5LAB PLAN <br />SCALE: 1/4"=1'-0" (2244 SHEET) ALL FORMS SIM. <br />SCALE: I/8"=1'-0" (IIxI1 SHEET) <br />. . <br />REFER TO 5-0.0 FOR TYPICAL <br />STRUCTURAL NOTES 4 SCHEDULES <br />aa�a®a�iltei��i <br />seal: <br />� T r <br />© copyright ® �1�' � � <br />Structural,Ang, Inc. <br />CD <br />Z <br />_J R <br />W <br />W N <br />z <br />CD <br />z <br />W <br />J 0� <br />a <br />o� <br />Z= �C- <br />~ • <br />U a <br />o� <br />Cn 'S j <br />=-� m E <br />a Q. <br />_J <br />z <br />W Y <br />o <br />y m` <br />Lil N M G. <br />M&K project number: <br />068-2001 1 <br />project mgr: NJ M <br />drawn by: ,JAI <br />issue date: 04-07-20 <br />REVISIONS: <br />date: initial: <br />04/24/20 JAI <br />a <br />C <br />Q <br />0 <br />O <br />J L` <br />u1 N <br />p z <br />OL <br />a <br />a <br />z J J <br />d <br />m U W a <br />r Z <br />� LIJ JJ <br />sheet: <br />Fm 1.o <br />