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<br />.---------20" MINIMUM ------ <br /> <br />PURLlN ATTACHES TO SELF-MATING BEAM WEB FACE <br />WITH (4) 1/10X2 SMS THRU BEAM, INSERT AND INTO SCREW <br />BOSSES OF PURLlN, <br /> <br /> <br />(8) TOTAL 1/1Ox3l4 TEKSM8 <br />PER SIDE OF BEAM AS SHOWN <br />THRU BEAM WEB AND INSERT <br /> <br />114" ALUMINUM llG WE:;; ~ <br />(2) #12X2" TEK SMS THRU <br />BEAM FLANGE AND INSERT <br />EACH SIDE OF SPLICE <br />(TOP AND BOlTOM) <br />RON-L "PEAK INSERT" <br />FRONT VIEW <br /> <br />., <br /> <br /> <br /> <br />0,090" : <br /> <br />0,00" <br /> <br />~-1,oo~~ 1- <br /><P <br /> <br /> <br />F~~;:~~" , <br />RON-L "PEAK INSERT' <br />SECTION <br /> <br />-J/> <br />rll~JI> <br /><P ~ll] <br />rplJ~ <br />$ qU,!' <br /> <br />ALUMINUM ALLOY: 6063 T-5 or T-6 <br /> <br /> <br />FASTENER SCHEDULE <br />Total Screws per side 01 "EAVE CLIP' <br />into rool beam <br />1:2X6thru 2X7 : (4) 1110X3I4" 8MSI <br />2X8thru 2x9 : (6) 111 Ox3l4" SMS__J <br /> <br />RON-L "EAVE CLIP" <br />SIDE VIEW <br /> <br />~ <br /> <br /><P <br /> <br /><P <br /> <br />131 <br /> <br /> <br /> <br />FASTENER SCHEDULE <br />Screws per "EAVE CLIP' into Super Guller <br />2X6thru 2x7: (14) 1I10X3I4" SMS <br />2X8 thru 2x9 : (18) II 1 Ox3l4" SMS <br /> <br />RON-L "EAVE CLIP" CONNECTION DETAIL <br />AT SUPER GUTTER <br /> <br />~F1 " L " ALV>m~ <br /> <br />~5.75" <br />I 1.-1,875"~1 <br /> <br />I <br />~r <br /> <br /> <br />f}' - g" <br />(typical) <br /> <br /> <br />L <br /> <br /> <br />RON-L "EAVE CLIP" <br />SEE FASTENING SCHEDULE <br />AT GUlTER CONNECTION DETAIL <br /> <br />0.00" <br /> <br />-1r- <br /> <br />-j--f <br />2.00' <br /> <br />J-L .. <br />f !U00Lp=....'. ...,........ <br />4, 75" 1.875" T U'":J. <br />t-..................'....,...... <br />2,-~...... I <br />---+ l <br /> <br />RON.. L "EAVE CLIP" <br />TOP VIEW <br /> <br />Sheet ~ OF !:13- <br /> <br />DESIGN CRITERIA: 1:- FOR: RON"L ALUMINUM <br />STRUCTURE CLASSIFICATION: ENCLOSED BUILDING (ASCE 7-98 6,5,9.4) 3122 MCINTOSH RD. <br />'APPLICABLE WIND SPEED lONES: 100 mph-l30 mph DOVER, FL. 33527 <br />WIND IMPORTANCE FACTOR: 1=,77 <br />WIND EXPOSURE CATEGORY: BAND C KEN ZECHIEL. PA <br />3 SECOND GUST FACTOR PER EXPOSURE CATEGORY SINCE <br />DEFLECTION: U80 1960 CONSULTING ENGINEERS <br />SCREEN ROOF DESIGN PRESSURE: p=10 IbsJsq.lt. <br />COMBINED INTERNAL PRESSURE COEFFICIENT: GCp. .I, 0,18 These Standards & P\ans Meels The 2001 <br />(ASCE 7-98 TABLE 6-7) Florida Building Codes with Current Revisions <br />BEAM STITCHING: VARIES Maximum Wind Speed ...13(L mph <br />SCREEN GAUGE: 18x14 (AIR-PERMEABLE CLADDING) <br />MAXIMUM LATERAL PURLlN SUPPORT SPACING BETWEEN KENNETH C, ZECHIEL, P,E, 09931 <br />BEAMS= 6' 6" o,c, <br /> Main Office: 800 E, North SI. Tampa, Aorlda 33604 <br />USE RON.L PEAK INSERT AND RON-L EA VE CUP INSERT (813) 237.1933 FAX: (813) 234-8804 <br />RON-L "BCRn BEAM'COLUMNlRAIL EA VE CONNECTOR 4316 New Riverhills Parkwa~ Suite 12 <br />(SEE DETAILS) Valrico. Florida 335 <br />. Wind speeds thai exceed 130 mph require sile specific calculalions and engineering. (813) 689-2775 FAX:(813} 657-8950 <br />