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<br />RON-L EAVE CLIP ATTACHED TO SUPER GUT /jR <br />FACE WITH .10X:V4 TEK SMS ' <br />THRU EACH SIDE OF EAVE CLIP INTO GUTTER. <br />(SEE FASTENING SCHEDUL ) <br /> <br />l"x 5"x 4'wide x ,060 ANGLE @ eachBEAM with (4) <br />'lOx2" SM S or (2) :VS"lc2" lag screws Ilvu l' <br />dimension of angle ,nlo Iaecia.. <br /> <br /> <br />318"x2" lag screws 24" O.c, or <br />.1000' SCREWS S" ole lhru gu"er <br />inlo mininun 2x lascia board along <br />length 01 Super Guller <br /> <br />(1) '12x3'" hex head Of recessed square head screw <br />_ lhru gutter, thru 2x '..cia board into each rallel' or <br />trusI end.. Screw to supplement mmmum <br />~:~:r'~iy'.lv.niZ.d common nails per <br /> <br />SEE FASTENING <br />SCHEDULE AT OETAI[ <br /> <br />(5) 110.2" SMS THRU e" LONG EXTRUDED <br />GUTTER SPLICE AT EACH MAIN BEAM, <br />PASS THRU BACK SIDE OF GUTTER INTO 2X <br />FASCIA, <br /> <br />RON - L ilEA VE CLIP" <br /> <br />Typical "Super Gutter" to Fascia Board & <br />Roof Beam to Gutter Connection Detail <br /> <br />'0.90' <br />-1r- <br />lt~,oo-.rl~L <br />-r 1I----j l <br />200" <br /> <br />-T__ I ~----- <br />--~ ~.ms"J <br /> <br />I..-l.S75" <br /> <br />(4) .'OX3l4 SMS THRU "BCFr INTO <br />2X2X,OSO PORTION OF WALL HEADER <br /> <br /> <br />_C . <br />..1::~~:::::::~~"-- <br /> <br />(2) .lOX3l4 SMS THRU "BCA" INTO <br />1 X2X,OSO PORTION OF WALL HEADER <br /> <br />RON. L "SCR" <br />TOP VIEW <br /> <br />FAST~NER SCHEDULE / <br />Total Screws per side of "BCA" <br />into rool beam <br />2X6thru 2x7 : (4) 11-0X3I4"'-SMSI <br />2X6lhru 2x9: (6) 11 OX 314 " SM~~ <br /> <br />2x3X,OSO <br />or <br />2x4x,OSO <br />COMPOSITE <br />POST <br /> <br />~ <br /> <br />CONNECTION DETAIL <br />RON. L .SCR. <br />CUT AWAY OF 2X3 COMPOSITE WALL HEADER OVER FRONT VIEW <br />POST TO VIEW "BCR' ATTACHED TO POST AND BEAM, <br /> <br /> <br />~lJJ <br /><0:: <br />[2 <br />ctO <br />o:J <br />:>-.~ <br />ctU) <br /><:1- <br />OU) <br />u)o <br />~:t <br />-r J-r <br />3'37S"l 3.7S" <br />-'-- t~~=-_t <br /> <br />1..-4,75"-- <br />EXTRUDED GUTTER <br />SPLICE <br /> <br />2X2X,OSO SNAP l <br /> <br />--~~~~~ ~-~~-~~~! --~!- <br /> <br />lX2X.050 SNAP <br />.....c.61....!C.If'.SC~'- ~_.'" ~ <br /> <br />FASTENER SCHEDULE <br />Total Screws per "BCR" into Header & Column <br />2X6lhru 2x7 : (14) 110X3I4" SMS <br />2X6 thru 2x9: (18) 11 OX 314 " SMS <br /> <br /> <br />BEAM <br /> <br />RON - L "BCR" <br />TOP VIEW <br /> <br />(4) 110X2 SMS THRU lX2X-OSO <br />PERIMETER SNAP PORTION OF <br />WLL HEADER INTO INTERNAl <br />SCREW BOSSES OF 2x2x.OSO COLI <br /> <br />I : <br />---~ <br />. y---- <br /> <br />(2) 1110X3I4" SMS THRU "OCR" <br />INTO SIDE OF 2x COLUMN <br /> <br />CONNECTION DETAIL <br />RON. L .SCR. <br />SIDE VIEW <br /> <br />~_AW_'] <br /> <br />DESIGN CRITERIA: <br />STRUCTURE CLASSIFICATION: ENCLOSED BUILDING (ASCE 7-S8 8,6.9,4) <br />"APPLICABLE WIND SPEED ZONES: 100 mph-l30 rrph <br />WINO IMPORTANCE FACTOR: 1=,77 <br />WIND EXPOSURE CATEGOr:v: BAND C <br />3 SECOND GUST FACTOR 1'\ R EXPOSURE CATEGORY <br />DEFLECTION: UBO <br />SCREEN ROOF DESIGN PRESSURE: p=10 Ibs.lsq.l~ <br />COMBINED INTERNAL PRESSURE COEFFICIENT: GCpi....' 0,18 <br />(ASCE 7-98 TABLE 6-7) <br /> <br />BEAM STITCHING: VARIES <br />SCREEN GAUGE: lBx14 (AIR.PERMEABLE CLADDING) <br /> <br />MAXIMUM LATERAL PURLlN !,IJPPORT SPACING BETWEEN <br />BEAMS. 6' 6" o,e, <br /> <br />USE RON-L PEAK INSERT AND RON-L EA VE CLIP INSERT <br />RON-L .BeR" BEAMlCOLUMN'RAIL EA VE CONNECTOR <br />(SEE DETAILS) <br /> <br />. Wind speeds lhat exceed 130 mph require $It~ sp~cdtc catculalions and engineering <br /> <br />Sheet 3.1} OF ~ <br /> <br />I:- FOR <br /> <br /> <br />SINCE KEN ZECHIEL, PA <br />1960 CONSULTING ENGINEERS <br /> <br />These Standards & Plans Meels The 2001 <br />Florida Building Codes whh Currenl Revisions <br />Maximum Wind Speed _ rrph <br /> <br />KENNETH C, ZECHIEL, P_E_ 09931 <br />Main Offi'..,~: BOO E. North SI. T arrpa, Florida 33604 <br />(113) 237-1933 FAX; (813) 234-61104 <br />4316 N"v~~~~:~.~ Suit. 12 <br />(813) 689.2775 FAX:(813) 657-81150 <br />