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TABLE 1: TABLE 2: FRANK L SENNARDO,PE. FREE STANDING SYSTEM ALLOWABLE POST HEIGHT:90MPH,Ex0'B'TO 100MPH,EXP'C' FREE STANDING SYSTEM ALLOWABLE POST HEIGHT�13.9 PH EX STATE SEAL POST SPACING POST SPACING INDICATED BELOW POST TYPE 4'0" S-0" 6'-0° 7`-0" 8'-0" 9'-0" 10'-0" POST TYPE W-0" 5'•0" 6'-0' T-0" 8'^0" 9'-0" 10'-0" 3"x3"FLUTED POST T-9" 6'-10° 4'41" N/A N/A N/A N/A 3"x3"FLUTED POST 7'-0' 6'-2" W-2" N/A N/A N/A NIA VAUDFOR(1)JOBsi ONLY 3"x3"xO.093"POST 10'-0" 1 10'-0" 9'-0" 8'-10" 8'-0" 7'-0" T-0" 3"x3"x0.093"POST 9'-7" 9'-0" 8'-4' T-8" T-4" 6'-9" 6'-7" mocaymmmDawasm 3"x3"xl/8"POST 10'-0" 10'-0" 10'-0" 9'-11" 9'-0" 8'-il" 8'-0" 3"x3"xl/8"POST 10'-0" 9'-10" 9'-4° 8'-B" 8'-4" 7'-9" 7'-6" a 4"x4"FLUTED POST i0'-0" 10'-0" 10'-0" 9`-0" 8'-0" T-11" 7'-0" 4"x4"FLUTED POST 10'-0" 10'-0" 9'-4" 6'-0" 4"x4"xl/8"POST SO'-0" 10'-0' 30'-0" 10'-O" 10'-0° 10'-0" 10'-0" 4"x4"xl/8"POST 10'^0° Z W TABLE 3: TABLE 4: C UJ J" o ¢rmn FREE STANDING SYSTEM ALLOWABLE POST HEIGHT:13OMPH,EXD'C',140MPH,EXP'B' FREE STANDING SYSTEM ALLOWABLE POST HEIGHT:140MPH,Exp'C',i5S MPH,EXP'B' Si W"1 g POST TYPE POSTSPACING POST SPACING 4 W];q o W -' POST TYPE 4'-0" 5'-0" 6'-0" T-0" 8'-0" 9'-0" 10'-0" 4'-0" 5'-0" 6'-0" T-0" 8'-0" 9'-0" 30'-0" Z Q, 0 z 3"x3"FLUTED POST 6'-10" 5'-9. 4'-2" N/A N/A N/A N/A 3'x3"FLUTED POST 6'-W 5'-0" 4'-2" N/A N/A N/A N/A Z Q W (IJ 4" 3"x3"x0.093"POST 9'-0" 8'-6' T-i0" T-2" V-11" 6-4" S-2" 3"x3"x0.093"POST 8'-7" 8'-1' T-S" 6`-10" 6'^6' V-0" 5'-10, M N Q Z 3"x3"%i/8"POST 9'-10" 9'-3" 8'-9" 8'-1" 7'-10" T-3" 7'-0" 3"x3"xl/8"POST 9'-4" B'•9° 8'-4" T-8" T-5" 6'-10" 6'-8" W W 4"x4"FLUTED POST 10'-0" 9'-0" 7'-11" 7'-1" 5'1" 4"x4°FLUTED POST 4'-1" Tdi" 6'-li" 6'-2" 5'-6' S'-0" 4'-7" 4"x4"x1j8"POST 30'-0" 30`-0' 10'•0" 10'-0" i0'-0" 10'-0" 10'-0" 4"x4'x1/8"POST 10`-0" 10'-0" 10'-0" i0'-0" 10'-0" 9'-10" 9'-6" Z N IV m FREE STANDING SYSTEMS TABLE 5: SABLE 6: �'D W a& FREE STANDING SYSTEM ALLOWABLE POST HEIGHT:155MPH,Exp,C, 16 MMPH,EXP S FREE STANDING SYSTEM ALLOWABLE POST HEIGHT:165MPH,Exp'C',170MPH,Exp'C' POST TYPE POST SPACING POST TYPE POST SPACING 4'-0" 5'-W 6'-0' 7'-0" 8`-0. 9'-0" 10'-0. 5' " T-0° 8'•0" 9'-0" 10'-0" CIAL2556 4 Q 3"x3"FLUTED POST 5'-0" 4'-2" N/A N/A EW-l' N/A N/A 3'x3"FLUTED POST 4'-3' 3'-T NjA N/A N/A N/A NIA dMao606ee 3"x3"x0.093°POST 8'-1" T-0" 16'41" 6 5'-8" N/A 3"x3"x0.093"POST' T-7" 6'-11" 6'-4" �4` 5'-6" 5'-2" N/A (/) OlA;3D341 3"x3"xi/8"POST 8'-9" 6'-3" -20" 7`-3" 6'-5" 6-0" 3°x3"x118"POST 8`-3" T-9' T-2" " 6'-0' 6-3" 5'-S"4°x4"FLUTED POST T-9" 6'-8° '-10" 5'-2" 4'-2 3'-10" 4"x4"FLUTED POST 6'-8" 5'•9" 5'-0" Lu 3'41" 3'-6" 3'-2" Chno:xeisz 4"x4"xl/8"POST 10-0 10-0 0'-0• �'-S" '-ll' 9'-3" 8'-11" 4"x4"xit8"POST 30'-0" 10'-0° 9'-9" 9'-0" 8'-B" S. Uy OMA.43224 3 > MN;93091 TABLE 7: U) CIM:49491 FREE STANDING SYSTEM ALLOWABLE POST HEIGHT:18OMPH,Exp'C' Q p,N :16917 POST SPACING n mIS621 POST TYPE 4'0" 5'0" b'0" T 0" 8'0" 9,0' 10'-0" m �)+C)Ne:1o62a 3"x3"FLUTED POST 3'-10" 3'-2" 0'-1" N/A N/A N/A N/A -1¢-m C)Ni: 9 3"x3"x0.093"POST T-4" 6'-8' 6'-1" 5'-7" 5'-i" NjA NjA 1-+ 4"+ apQPE02723 .. CPE027234 19 3°x3"xl/8"POST 8'-0" 7'-6" 6'-11" 6'-0" 6'-1" 5'-7" 5'-5" m m a 0° :6693E 4"x4"FLUTED POST 6'-i" S'-2" 4'-b" 3'-ii" 3'-6" 3'-2" Y-10' J o u A:PCmml r 4"x4"xl/8"POST 10'-0' 9'-10" 9'-4" 9'-0" 8'-8' 8'-4" 8'-1" d'o :7928 HOST ATTACKED SYSTEMS �T.96064 :8182 ar CfvA: TABLE 8: TABLE 9: � awz038109 HOST ATTACHED SYSTEM ALLOWABLE POST HEIGHT:90MPH,Exp'B'TO 155MPH,ExD'B' HOST ATTACHED SYSTEM ALLOWABLE POST HEIGHT:155MPH,Exp'C',180 MPH,EXP'C' 1�l09E,CA278.1 POST TYPE POST SPACING POST TYPE POST SPACING 1209D,tA2030 4'-0" S'-0" 6'-0" 7'-0" 8'-0" 9'-tl" 10'-0" W-0" T.O. 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" 3"x3"FLUTED POST SO'-0" 10'-0" 10'-0" 10'-0" 10'-0" 9'-0" 4'-W 3"x3"FLUTED POST 10'-0" 10'-0" 10'-0" 9`-0" 9'-W 8'-W 8'-0" Tfif 0 3"x3"x0.093"POST 10'-O" 101-0" 10'-0" 101-0" 10'-0" 10'-0" 10'-0" 3"x3"x0.093"POST 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" "s '< "'3"x3"xi 8"POST 10'-0" 10'-0" 10'-0' 10-0 10'-0" ' " ` "10-0 10-0 I 3"x3"xl/8"POST 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 8 4"x4"FLUTED POST 10'-0" 10'-0" 10-0" 10'-0" 10-0" 10'-0" 10'-0" 4"x4"FLUTED POST 10'-0" 10'-0" 10'-0" SO'-0" SO'-0" 10'-0" 10'-0" #J a 4"x4"xl/8"POST 10'-O" 10-0" 10'-0" I.0'-0" 14'-0" 10'-0" 10'-0" a 4"x4"xl/8"POST 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" c�� ,(J ig POST SPACING a TABLES 1-9 NOTES' F.�"-' L'.3 1) 2010 ALUMINUM DESIGN MANUAL,ALLOWABLE STRESS DESIGN METHOD USED IN ALL TABLES. ISOMETRIC DETAIL'QOOQg� `M1 2) TABLES 1-9 CONSIDER A MAXIMUM ROOF CLEAR SPAN OF IZ-0". '�-�� POST 1 i I � g 3) TABLES 1-7 ARE TO BE USED FOR ROOF OVER OPEN STRUCTURES THAT ARE FREE-STANDING AS ;I I k� 7 S ILLUSTRATED IN DETAIL 3/1 ON SHEET 1. CORNER POST 2 p0 CtWttUGHfFiA`dCLBpiHdSNOPE. 4) TABLES 8-9 ARE TO 8E USED FOR ROOF OVER OPEN STRUCTURES THAT ARE HOST ATTACHED AS �, ILLUSTRATED IN DETAIL 2/1 ON SHEET 1. CORNER POST pQ 2 14-1944 5) MAXIMUM ALLOWABLE POST HEIGHT IS SO FT. SPACING= SCALE: 6) DEFLECTION LIMIT=I/120. SPA r�G= 7) COLUMN SPACING IS HALF THE DISTANCE TO THE LEFT ADDED TO HALF THE DISTANCE TO THE (1/z`SPAN 1) '"ER 2) PAGE DESCRIPTION, RIGHT OF THE BEAM(AVERAGE COLUMN SPACING). +%-SPAN 3) 8) VALUES BELOW ALLOWABLE CEILING HEIGHT INTENDED TO BE BUILT ON KNEEWALLS OR OTHER "THIS DETAIL APPLIES TO r7 SUPPORTING STRUCTURES(CERTIFIED 8Y OTHERS). BOTH HOST ATTACHED AND -""- 9) LOADING CRITERIA CONSIDERED IS THE GOVERNING CASE OF THE FOLLOWING SCENARIOS; FREE-STANDING ROOF SPAN 1 2PSF ROOF DEAD LOAD,30 PSF MINIMUM SOLID ROOF LIVE LOAD,SOLID ROOF WIND LOADS PER OVER OPEN STRUCTURES SPAN 2 ((-}t DESIGN CRITERIA IN GENERAL NOTES. `SPAN 3 �•�'