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00-9131
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00-9131
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Last modified
3/4/2009 4:15:53 PM
Creation date
9/6/2006 2:43:35 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
00-9131
Building Department - Name
LOWE,DEAN
Address
3418 PYRITE DR
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<br />r' w ~~a~SIZE <br /> <br />SEE TABLE 2. , . I ANDIORTABLE 2. '.2 <br />AFTER COMPUTING 'A' LARGEST VAlUE <br /> <br />~ <br /> <br /> <br />'.Mr MIN. IN CONCRETE <br /> <br />/~l <br />'If <br /> <br />(2) #'0 x I' SHEET METAl SCREW <br />INTO SCREW SLOTS <br />ANCHOR I' x 2" PLl.TE TO CONCRETE <br />WITH '14' X 2"/2' CONCRETE <br />ANCHORS WITHIN 6" OF EACH SIDE <br />OF EACH POST AND 24' O,C. MAX. <br /> <br />BEAMlHEADER <br />Al~TE CONNECTION DETAIL <br />2" x 2" x 0.063' ANGLE CONNECT <br />UPRIGHT @ BEAMlHEADER AND <br />CHAIR RAIL <br /> <br />POST SIZE PER <br />TABLE 2,2. , AND/OR <br />TABLE 2.2.2 <br /> <br />SIDE vim SINGLE OR DOUBLE BAY CARPORT <br /> <br />KNEE BRACE NOT REQUIRED FOR <br />ATTACHED STRUCTURES <br />KNEE BRACE REQUIRED IF POST NOT <br />SET IN CONCRETE FOOTING <br /> <br />,. x 2" EXTRUSION <br /> <br />PAN OR. COMPOSITE PANEL ROOF <br /> <br /> <br /> <br />-.2- <br /> <br />MIN. 3-112" SlAB 2500 PSI CONC. <br />6x6-1Ox10 W.W.M. OR. FIBER MESH <br /> <br />VAPOR. BARRIER UNDER CONCRETE <br /> <br />'. <br /> <br />HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL <br /> <br />CENTER OF <br />BRACE CONNECTION FOR. "1' <br />STAAT OR END OF BEAM SPAN <br />,? KNEE B E <br />LENGTH <br />H-<:HAI..;NEL KNEE BRACE 2" x 3' x 0.050" KNEE <br />BRACE WITH (3) '10 x'l2" EACH SIDE OF BEAM <br />lJ.01ANNEL ON SIDE WITH (3) #10 x 112" AND <br />..;NEE BRACE :~O POST .'NO (3) #10:: ~12" EACH I A <br />. .~~ nF~'3RACE 'MTH!;oRROSlUN ~ l <br />RESISTTV'( WIo.SHER HEADED SCREWS <br />BEAM PERPENDICULAR TO ROOF BEAM PARAlLEL TO ROOF <br />l<.NEE BRACE TO POST DETAIL <br /> <br />t"".... <br />~(4) #'0 x'l2" S.!-.1.S. EACH SIDE <br />OF POST <br />HEADER BEAM <br /> <br />2" x 2" OR. 2" x 3' OR 2" 5MB POST -----.. , <br />. '~ <br />+~',~ 1--=1 <br />I I ,-=-=r- <br /> <br />Cjo -_____ <br />ANCHOR. I' x 2" PLl.TE TO CONCRETE <br />WITH "4' x 2-'/2' CONCRETE .LJI <br />ANCHORS WITHIN 6' OF EACH SIDE v-y'f 1- <br />0F EACH POST AT 24' O.C. MAX. <br />OR THROUGH AI"GLE AT 24' O.C. MAX. <br /> <br />H-8AR OR. GUSSET Pl.A TE <br />2" x 2" x '1'6' ANGLE EACH SIDE <br />ATTACH TO POST AND CONCRETE <br />AT LOAD 8.:ARING WALL WITH <br />(2) #10 x '12" S.M.S. EACH SIDE <br />l' x 2" EXTRUSION <br /> <br />PlATE TO BE SA.~E THICKNESS <br />Io.S aEA.1.l WEB <br />Pl.A TE CAN SE INSIDE OR <br />OUTSIDE BEAM OR LAP CUT <br />",.. d- SO' ..",.. d-, 50" -I' ,. MAX. <br /> <br />SelECT F Io.STENERS FROM L 75'1:" . . - - - . - - ,~ ~~ 1--'< <br />TABLE ,. 6 ~ : "?- ~ "" <br />1.75'~ -- -- - d - ~ ~ > I ' <br />I ' ..., ,~ <br />DENOTES SCREW PATTERN ,. MAX. <br />NOT NUMBER OF SCREWS <br /> <br />SPlICE TO aE LOCATED 114 TO 1/3 <br />BEAM SPAN AND STAGGERED EACH <br />SIDE OF SELF MATING BEAM <br /> <br /> <br />1.1/8' MIN. IN CONCRETE <br /> <br />MIN. 3-112" SlAB 2500 PSI CONC. <br />6x1;-IOx10 WW.M. OR FIBER MESH <br />VAPOR. BARRIER UNDER CONCRETE <br /> <br />d = HEIGHT OF aEAM <br />aEAM SPlICE SHALL BE MINIMUM <br />d . ,50" HEIGHT <br />2 x (d . .SO} LENGTH <br /> <br />SelECT FASTENER SiZE. NUMBER <br />AND SPACING FROM TABLE 1.6 <br />1YPICAL BEAM SPLICE DETAIL <br /> <br />SELF-MATING POST TO BASE AND SELF-MATING POST TO <br />BEAM DETAIL <br /> <br />ANGLE OR RECEIVING CHANNEL <br /> <br />1.112" x \.112" x O,C8O" ANGLE <br />EACH SIDE OF CONNECTING <br />SEAM WITH SCREWS Io.S SHOYiN <br /> <br />I @ <br />-@ <br />J@ <br />:.\@ <br />. <br />1'@ <br />-@ <br /> <br />~~ <br /> <br />~ @ <br />! @ <br />PRIMARY BEAM a: @ <br />SEE TABLE 2 . , . \ w <br />AND/OR. TABLE 2.' . 2 ~ @ <br />t @ <br />~ @ <br /> <br />w <br />oJ <br />co <br />< <br />f- <br />a: <br />w <br />tl. <br />:t: <br />f- <br />tl. <br />w <br />a <br /> <br />PRIMARY BEAM <br />SEE TABLE 2 .,. I <br />AND/OR TABlE 2. \ ,2 <br /> <br /> <br />CARRIER BEAM <br />SEE TABLE 2 .'.3 <br /> <br />MINIMUM #8 S,M.S. x 3/4' LONG NUMBER <br />REQUIRED EQUAl TO BEAM DEPTH IN INCHES <br />EXTRUSIONS WITH INTERNAL SCREW BOSSES <br />MAY BE CONNECTED WITH (2) #10 x \-\12" <br />INTER..'lALl. Y <br /> <br />MINIMUM #8 S.M.S. x 3/4' LONG <br />NUMBER REQUIRED EQUAl TO BEMI DEPTH <br /> <br />NOTE: EX'T'ilUSIONS WITH INTERNAL SCREW BOSSES <br />MAY BE CONNECTED WITH (2) #\0 x \-112" <br />INTERNALLY <br /> <br />NOTE: <br /> <br />CARRIER SEAM TO BEAM CONNECTION <br /> <br />CARRJER BEAM TO WALL CONNECTION <br /> <br />BEAM TO WALL CONNECTION <br /> <br />(2)2' x 2' x O.C6O" EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOO WAlL WITH MINIMUM <br />(2)318' x 2" LAG SCREWS PER SIDE OR (2) 1/4' x 2.\14' ANCHORS TO CONCRETE OR. MASONRY <br />WAlL ADO (' ) MCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3' <br /> <br />(At TERNA TE) <br />('l \.3/4' x \-3/4' x 1.3/4' x \/8' INTERNAl u-ctIP ATTACHED TO WOOO WAlL WITH MIN. (3) 3/8' x 2" <br />LAG SCREWS PER SIDE OR (3) 114' x 2.114' ANCHORS TO CONCRETE OR. J.I.ASONRY WALL ADO <br />(') ANCHOR PER SIDE FOR EACH INCH OF CANTILEVERED BEAM DEPTH LARGER THAN )' <br /> <br />III <br />UJ <br />~ <br /> <br />ROOF PANEL SEE SECTION 7 <br /> <br />ANCHOR. PER DETAIL FOR PM <br />OR. COMPOSITE PANEL <br />SeE TABLE 2 , 3 FOR NUMBER OF <br />801. TS ANO SIZE OF POST <br /> <br />BEAM AND POST SIZES SEE <br />TABLE2.1.1, TABLE 2 . I .2ANDI <br />OR TABLE 2.2. I, TABLE 2.2.2 <br /> <br />COlUM."4 NOTCHED TO SUIT <br /> <br />SIDE NOTCH POST TO BEAM CONNECTION <br /> <br />III <br />UJ <br />~ <br /> <br />I <br /> <br />ROOF PANEL SEe SECTION 7 <br /> <br /> <br />~ ANCHOR PER DETAJL FOR PAN OR <br />COMPOSITE PANEL <br />SEE TABLE 2 . 3 FOR. NUMBER OF <br />60l TS AND SIZE OF POST <br /> <br />BEAM AND POST SiZES SEE <br />TABLE 2.1. I, TABLE 2.1.2 AND I <br />OR TABLE 2.2. \. TABLE 2.2.2 <br />COlUMN NOTCHED TO SUIT <br /> <br />CENTER NOTCH POST TO BEAM CONNECTION <br /> <br />NOTE; CROSS BEAM ATTACHED AT COlUMN AND BEMI <br /> <br />L <br /> <br /> <br />BEAM PER DESIGN TABLE <br /> <br />,. x 2 118" x 0.044' CHANNEL <br />wi #8 x 318" wi HEAD S.M.S. <br />@ , \12" O.C. tMX. BOTH SIDES <br /> <br />(2) #8 x 112" wi HEAD S.M.S. <br />PAIVJ...lEL @ 112" O,C. MAX. <br />TI-lROUGH ,. x 2 \18" CHANNel <br />INTO BEAM <br /> <br />(2)5116" x 3 112" <br />CAD. ST. BOlTS THROUGH <br /> <br />CROSS BEAM AT COLUMN AND AT BEAM <br /> <br />-J <br />-< <br />(,I)::> <br />OZ <br />UJ-< <br />J:~ <br />(,I)Z <br />odl') <br />(,I)U5~ <br />O::UJ <br />UJO~ <br />>(,I)UJ <br />OUJO <br />()O::N <br />O::>Z <br />~t5Q <br />a..::>1- <br />. 0:: () <br />(,I)I-UJ <br />1-(,1)(,1) <br />o::~ <br />0::> <br />a..Z <br />0::_ <br />-<~ <br />()::> <br />-J <br />-< <br /> <br />I- <br />W~ _ <br />'..,J '" <br />0.. ;) - <br />V)~ <br />- ~ oJ <br />~ 8....;! <br />Q)~<'" <br />r.::~~;!:s <br />r.:: ;:q: ~ ~ <br />~~~I~ <br />,>f-UJ;( <br />W~5~e <br />'1Il:t:>< <br />Q)Cl: ",Q. < <br />() IJ.i <:I W ... <br />~MoJ <br />r.:: ~ ~ UJ <br />Q)i3~f- <br />L.~co <br />~;:iO <br />C'O:> . <br />~ <br /> <br /> <br />3 <br /> <br />OF <br /> <br />7 <br />
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