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OV <br /> re ReMafona tiN <br /> 1 s DOUBLE 3x8 OR 2x6.5 <br /> I I I IALUMINUM HEADER <br /> ) IQ' .0 <br /> 11100.- USE EIGHT #14 SMS FOR: i <br /> 14 SM SCREWS �,V; <br /> 8 PLCS) 160 MPH EXP B ON SLAB \1�u '. <br /> 'eI 140 MPH EXP B ON SLAB \+ ' ' <br /> 3"x8" BEAM 1 I I #14 SM SCREWS (8 PLCS) TYP SPACING <br /> I __ " <br /> i 0 USE TEN #14 SMS FOR: <br /> !' II S 0 024SIDEPLATES MAX UPLIFT F0011NG <br /> d=2fi" or 120 mph Exp B on slab 180 MPH EXP BON SLAB > <br /> ' I150 MPH EXP C ON SLAB C r <br /> 0.032"x3"x3" ? i / II w/ 0.032" SIDEPLATES MAX UPLIFT FOOTING d= 34" UPLIFT FOOTING <br /> POST 11 <br /> 1 IS d=29" or 140 mph Exp B/120 MPH Exp C on slab g <br /> IIPI 1 A 0.043" STEEL POST <br /> II �I OR STRONGER a 6 <br /> 71. <br /> 1i 2"X6.5" Do 9 gcs � <br /> SIDEPLATE <br /> r }DOUBLE OR SINGLE 3"X8" STEEL C BEAM. BOLT LAYOUT FOR SPLICED AND NON—SPLICE LL _i„ BOLTS OR ATTACHMENT . <br /> OR #14 SMS gm I SINGLE 14 AND 16 GAUGE HEADERS USE FOUR " BOLTS co, PU? ' :68:3.- <br /> aqSEE TEXT FOR 1"QTY �`'�Fw �'a � a <br /> i .w.m. MIN MAXIMUM UPLIFT FOOTING REQUIREMENTS yt o� ��" L GF <br /> 111 USE 4 BOLTS/SCREWS FOR d=33' T 'a <br /> USE 6 BOLTS/SCREWS FOR d=39` Ad a �,f 7258OP.5" IN USE 8 BOLTS/SCREWS FOR d=43' o� rsz� "sir i <br /> 4'S O�_ USE 10 BOLTS/SCREWS FOR d=46' sroNAC •; <br /> USE 12 BOLTS/SCREWS FOR d=49' / <br /> ID RI USE 14 BOLTS/SCREWS FOR d=52' f" OR=cON of <br /> �Yom ` <br /> ALL C BEAMS USING TWICE THE "ON SLAB" SPACING REQUIRE FOUR 1" BOL SCREWS FirlDBV <br /> LUM t=0.120" ALL C BEAMS USING FOUR TIMES THE "ON SLAB" SPACING REQUIRE SIX " :OLTS/SCRE OR <br /> STEEL POST ALL C BEAMS USING FIVE TIMES THE "ON SLAB" SPACING REQUIRE EIGHT ' ;,, 018 <br /> BOLTS/SCREWS " gQ,3 POST U .�, � E 8Op '�'o <br /> 116 <br /> SHEET METAL SEE TABLE 7.3 FOR NUMBER OF FASTENER stall MU82 or U84 P-112' 4 <br /> #14x3/4" #14 SMS USE COLUMN A <br /> OR SELF DRILLING SCREWS " <br /> SEE TABLE FOR QUANTITY BOLTS USE COLUMN B POST ATTACHMENT do ETAI TO 14, �' <br /> SLAB OR FOOTING SI = SPAN df. � �' 017 <br /> ATTACHED UNITS ONLY <br /> 3X8 STEEL C HEADERPLACE <br /> Number ofll]45MSorSDS Carl Putnam P. E. <br /> I( <br /> Header 2 4 6 8 10 3441 IVYUN <br /> 166A 2r' 2r 3r 36" 37" s ' , .',s• a' .'18a% : , ''11 . " . . LYNCHBURG, VA 24603 <br /> e . I . r CARLPUtNAMOCOMCAST•NET <br /> 12 and 14 GA 24" 30" 34" 37" n/a <br /> -: ��-• <br /> Cubic Footing Size"d"(In) <br /> TWO STAINLESS STEEL d' OR GALVANIZED i' HILTI KWIK BOLT TZ (ICC ESR o,o"„ <br /> .� �. ETAIL MU80 OR MU82 1917) W/ 2' EMBEDMENT CMP <br /> ALUM W/t=0.120 I I W/ 3/4's WASHERS FOR FOOTINGS UP TO d = 26' p"°''w cMP <br /> OR STEEL POST SE EIGHT #14 SMS OR SDS ATTACHMENT TO 4' CONCRETE SLAB �/ M1111.11.- <br /> MU FOR 10 PSF LIVE LOADS <br /> 115 TWO ANCHORS UP TO 140 MPH EXP B OR 120 MPH EXP C <br /> ' MUSAOLDWO <br /> FOR 20 PSF LIVE LOADS AND HIGHER ee+ + <br /> o„�cue-...,.)rr•_R 1oa�C2 1.13C) 112a12017TWO 161-1951 FOR WINDS UP TO UP TO 160 MPH EXP C <br />