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S S.M.B. DEPTI S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT I HEREBY CERTIFY THAT I HAVE REVIEWED <br /> 'H' WALL' 'T' 'N' SIZE , CAPACITY THIS PLAN AND FOUND IT70 BE IN <br /> 4" .045" .06' 2 3 8' BOLTS NUTS WASHERS 1720 LBS COMPLIANCE WITH ASCE 7.10 AND FBC 6TH <br /> 5' .050' .06' 2 3 8" BOLTS NUTS WASHERS 2 550 LEIS EDITION RESIDENT[�j.& I�I7NG <br /> 6" .050' .06" 3 3 B' BOLTS NUTS WASHERS 2,550 LBS r4��g tl 1 AY �Q <br /> 7" .055" .06" 3 3 B" BOLTS, NUTS WASHERS 3 500 LBS L� <br /> 7' .055 .09" 3 3 B" BOLTS, NUTS, WASHERS 3 600 LBS <br /> .055 .125' 3 3 B BOLTS NUTS WASHERS 4,500 LBS �w a© • \ Efy •� pp <br /> B' .072 .06 4 3 B" BOLTS, NUTS. WASHERS 5.500 LBS I ° V C • e•A <br /> EXISTING ROOF STRUCTURE .81 .072 .09' 4 3 e' BOLTS NUTS. WASHERS. 7,000 LEIS <br /> .072 .125" 4 3 8' BOLTS.NUTS WASHERS 00 S :m c No. <br /> 6 •• -, <br /> 9• .072 . .06 4 3 B" BOLTS NUTS WASHERS 7000 LEIS • <br /> EXTRUDED HEADER UNDER THE DRIP EDGE OR 9' 072 O9' 4 3 e" BOLTS NUTS WASHERS B 900 LBS ° <br /> BREAKFORM HEADER CHANNEL WITH ALUMINUM 082 .125' 4 3 e' BOLTS NUTS WASHERS' 500 LBS '��C�// <br /> FLASHING 1•" .092 .125' 4 3 8' BOLTS NUTS WASHERS OOOLBS ` :• EO�,,Vj <br /> NOTE OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER e,,((,,em�s �`r �� <br /> FLASHING ATTACHED WITH#8X�"SMS SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED ,hn c°o `�W e ay <br /> @ 8"O.C. �>,`'�S'fOHAIp-e����'�� <br /> PROFF'IC 'SEAL <br /> ENGINEER OF RECORD <br /> SOLID ROOF 3"X48"COMPOSITE ROOF PANELS,FASTEN TO BEAM David W.Smith P.E. <br /> W/#12X4"SMS W/J"O NEOPRENE WASHERS @ 8"O.C. <br /> FLORIDA LICENSE NUMBER 53608 <br /> lit Thomas L.Hanson P.E. <br /> #12 SMS @ 8"O.C. FLORIDA LICENSE NUMBER 38654 - <br /> FOR COMPOSITE PANEL CONNECTION W/(#) Myron Max Neal,P.E. <br /> FASTEN HEADER CHANNEL TO FASCIA WITH 3/8"THROUGH BOLTS,WASHERS&NUTS 2X SMB FLORIDA LICENSE NUMBER 86663 <br /> 3/8.0 X2-1/2"LAG SCREWS @ 24"O.C.,2 ROWS PER CHART,CORR.RESISTANT,TYP. SIZE PER SITE <br /> STAGGERED.STRIP SEALANT @ REC.CHANNEL SPECIFIC DRAWING <br /> Joel Falardeau P.E. <br /> ALUMINUM COLUMN LOCATED PER PLAN FLORIDA LICENSE NUMBER 70667 <br /> Erik Stuart P.E. <br /> COMPOSITE PANEL FLORIDA LICENSE NUMBER 77605 <br /> ROOF CONNECTION TO FASCIA ROOF,POST&BEAM CONNECTION DETAIL <br /> FBC Plans&Engineering <br /> Services,Inc. <br /> 6272 Abbott Station Drive Unit 101 <br /> Zephyrhills,0.33542 <br /> Phone:(813)788-5314 <br /> Fax:1-(866)-824-7894 <br /> Website:www.fbcplans.com <br /> email:erb@fbcplansrom <br /> (2)-3/8-0 MACHINE <br /> BOLTS WITH WASHERS DRAWN BY:WP <br /> OR(4)R14X 3/4-SMS ALUM.SQUARE COLUMN <br /> EASIDE <br /> DATE:7/27/20 <br /> 11 GA INTERNAL ALUM.BASE,PREDRILL VERT.FLANGES <br /> REVISION: <br /> (4)3/8.0 LOT,CONCRETE SCREW ANCHOR _ <br /> RO 1 <br /> W/2-3/4'EMBEDMENT AND <br /> 2-MIN EDGE DISTANCE 2XH SMB ° FASTEN BEAM TO REC.CHANNEL W/#10XJ"TEKS, RO 2 <br /> _ • 1 SCREW PER INCH OF BEAM HEIGHT <br /> RO 3 <br /> FASTEN REC.CHANNEL TO POST W/#30XJ"TEKS, RO 4 <br /> 1 SCREW PER INCH OF BEAM HEIGHT <br /> #20_0715218 <br /> ' ALUM POST PER PLAN PROJECT ADDRESS: <br /> EXISTING 4'2500 PSI CONCRETE SLAB&FOOTER BOB DE ROSEAU <br /> 35981 SADDLE PALM WAY <br /> SILVERADO RANCH <br /> ZEPHYRHILLS, FL 33541 <br /> NOTE:MINIMUM EMBEDMENT OF <br /> ANCHORS INTO CONCRETE FOOTING SHALL CONTRACTOR: <br /> BE 2-3/4-AT ALL POST LOCATIONS.ALL <br /> NOTE:CONCRETE SCREW ANCHOR DESIGNS ARE BASED ON TITEN HD I/2'0 SCREW SCREW LENGTHS ATPOST CONNECTIONS OWNER <br /> ANCHORS,OTHER SIZE OR TYPE OF ANCHORS SHALL NOT BE USED. SHALL BE OF SUFFICIENT LENGTH FOR <br /> REQUIRED EMBEDMENT INTO CONCRETE BEAM TO POST CONNECTION <br /> POST TO CONCRETE CONNECTION <br /> ALUMINUM PATIO COVER <br /> DETAILS <br />