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r—EXISTING HOST ROOF PANEL NOT FRANK L BENNARDO,P.E. <br /> STRUCTURE,TYP <br /> SHOWN FOR 0.80"MIN. 0.801,MIN. STATE SEAL <br /> CLAPXMFY SPACING BETWEEN k INDICATED BELOW <br /> SAVE BEAM PER r SPACING BETWEEN <br /> BOLTS,TYP. BOLTS,TYP. <br /> SCHEDULE,TYP. <br /> F <br /> —WALL <br /> F16"O SAE GRADE 5 '/16"0 SAE GRADES-, 0 C9 <br /> HEADERTYP THRUBOLTS,TYP. THRUBOLTS,TYP. IL V <br /> (SEE SCHEDULE m A i z®(SEE SCHEDULE <br /> FOR NUMBER OF FOR NUMBER OF C)W-J <br /> 0 8 BOLTS) <br /> BOLTS) UJI I <br /> W <br /> B <br /> z>U,8 <br /> Z <br /> EAVE BEAM PER < <br /> SCHEDULETYP. <br /> 0 w <br /> 0 <br /> ?I 3�/4-? 1 <br /> he 3: <br /> 3"OR 4"POST W <br /> OR 4.'POST <br /> CENTER TO NOTCHED AT 0 <br /> RECEIVE EAVE CENTER TO <br /> of I RE. EA <br /> BEAMTYP. SECTION A-A RECEIVE EAVE 0AL-25% <br /> BE M Typ.t <br /> NOTCHED AT OR 4"POST 10"- <br /> OGA:27S25 <br /> BEAM,TYP. r3lN;1060688 <br /> Lf) OUL30341 <br /> SECTION B-s 2: <br /> SEE SEE CIIIEW476 <br /> V 0*MAX SCHEDULE SEE <br /> -4 Lu CIIW;28152 <br /> OVERHANG, SCHEDULE SCHEDULE SCHEDULE EAVE B VE HANG,TYP. 40'-0"MAX WALL- BEAM CONNECTION L10 CIMA. 24 <br /> 42'-0"MAX ROOF Z 4".11-11, SECTION/ELEVATION >- OM:43001 <br /> 0 V-O"MAX U) OM:45491 <br /> HOST ATTACHED PLAN OVERHANG,TYP. Q,N N E111S3692? <br /> ry ZDD30 21 <br /> 2 2 iv EINH:10624 <br /> 1/4- 1'-0" PLAN VIEW <br /> 24G435350D <br /> 11-0"MAX l'-G"MAX <br /> OVERHANG,TYP. 3 OVERHANG,TYP. <br /> co <br /> -j y,9 S OMTEDW"l <br /> EAVE BEAM THRUBOLT -j 0 0.:'m <br /> < 351--21SO7THRUBOLrS,TY 15 1. <br /> Z <br /> (SEE SCHEDULE 3vr-,In CONNECTION SCHEDULE: <br /> FOR NUMBER OF CY! 3m. <br /> EAVE BEAM <br /> 155"C BOLTS) Q2038 09 <br /> ICE-. <br /> 90 <br /> OTO -TO- <br /> 6.7 C-BEAM PER (1) <br /> TYPE I 5009,CA2MI <br /> 155"C" ISO"C" SCHEDULE,TYP. 30: <br /> 1090,CAZD30 <br /> V) 2:,1;4 SMB (BOLTS <br /> OF 2 (BOLTS <br /> OF 2 SIMILAR <br /> 2 IT BEAM BOLTS[TOTAL BOLTS[TOTAL 0.95' IN� <br /> d 2"xs"SMB OF 4 BOLTS] OF 4 BOLTS) NG BETWEEN HII <br /> dz. 2"X7"SM5 iij <br /> L-4 <br /> BOLTS,TYP. <br /> 2"x6PSMB 0 (2)-ROWS OF 3 (2)-ROWS OF 4 2 . . . <br /> 2X8SMB <br /> 0 2,,X9.SMB BOLTS[TOTAL BOLTS[TOTAL fill <br /> OF 6 BOLTS] OF 8 BOLTS] <br /> ROWS OF 3 (2)-ROWS OF 4 <br /> [TOTAL BOLTS[TOTAL 3"OR 4"POST <br /> BOLTS] OF 8 BOLTS] NOTCHED TO <br /> RECEIVE EAVE <br /> BEAMTYP. <br /> 4 6.7 C-BEAM CONN. <br /> SEE EE SEE SEE r 4'=V-D" SECTION14-1994 <br /> SCHEDULE SCHEDULE--'--`SCHED1 SCHEDULE S,HEDULE-4 <br /> SCALE: <br /> PAGE DE9CRIPTION- <br /> 40'-W'MAX WALL <br /> 42'-0"MAX ROOF <br /> or <br /> FREE-STANDING PLAN <br /> \,�2 1/4"=1-0- PLAN VIEW <br />