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PURUNS (TYPICAL) CABLE CONNECTION DElAIL' (TYPICAL) SE::: TABLE' .3 TYPICAL GABLE ROOF ELEVAT10N -~~~.~ ----:::.._.~., PURlIN (TYPICAL) f-W---f i . , NO~MATCH SlOPEANO EXTRUSION SIZE ANO SPACING FOR RlSER WAlL saow CABLE CONNECTlON DET AlL , (TYPICAL) ALUMINLM BEAM SEE TABLE' . , OR , . 8 SCREE."l"TYPICAL CABLE CONNECilON DETAIL 2 (TYP!CAL) '" x 'l:' "TYPICAL GRADE SCREEN "TYPICAL r- I CABLE CONNECT',ON DETAJL 2 (TYPiCAL) SEE TABLE' .3 H ~ TYPiCAL TRANSVERSE GABLE ROOF ELEVATION :--...... NOTE; SIDE WALL CABLES ARE REQU',RED , ............. 'M-IEN PROJECTION .SW EXCEEDS 'I "-.... 29'.<.)' ~EN PQQVIDE l11 CABLE FOR ~ EACH JOO SQ. FT. OF ''''AlL AREA / L .' ~/~~I . SCREEN TWiCAL PERIMETER WAlLS FRAMING SE= TABLE' .3 UNLESS O~ERW1:;E NOTI:D, SIZE MEMBEHS PEFl. APPROPRlATI: TABLES TYPICAL GABLE ROOF ISOMETRJC 2" x 2" ANO" x 'l:' MAY BE ROTA/cD TO RECEIVE SCREEN OPTlONAl ?OSmON OF TOP RAIL Wl11-l ,. X 2" BEA... NOTCHED AROUND 2" x 2" x 0.044" ,'IS! #-;.0. " -;.0. t'" SELECT FASTENER SIZE. NUMBER AND PATTERN FROM TABLE '.6 @ @I @ @l I N Li1 2" X 6" BEAM TO 2" x 3" UPRIGHT CONNECTION DETA!L (FULL LAP) ~.~ NOTE; SIDE WA:...L CABLES ARE REQUIRED .Y-ie/ 'ROJEC.~:C~ 'SW' E.,':EEDS ."-'l" n-iEN PROVIDE (') CA&.E o-:lR EAr;H JOO sa. FT. OF WALL ARJ:.A ,qISEFl. WALL DIAGONAL ROOF BRACING SE= SCHEMATIC PLAN P\JR1.1N (Ti'PICAL) PURL,NS (TYP!CAL) RISER WALL AlUMINWM SEAM TABLE' . , OR' . a AlUMINLM SEA!" TABLE' ., OR' . a DIAGONAL BRACING SEE SCHE!M TlC PlAN AlUMINUM COLUMNS TYP,CAL SEE TABLE' . 3 OR , . 6 '" x z:' TYPICAL AlUMINUM COLUMNS "TYPICAL SEE TABLE' . 3 OR , . 6 UNLESS OT'rlERW1SE NOTED. SIZE MEI.IBERS PSq APPROPRlA TI: TABLES PE.ClJMETER WALLS FRAMiNG SEE TABLE 1.3 OR' .4 tyPICAL TRANSVERSE GABLE ROOF ISOMETRJC \ @ b '" o o >< ~ >< N SELECT FASTENER SIZE. NUMBER ANa PATTERN FROM TABLE '.6 SElECT FASTE."'ER SIZE, NUMBER ANa PATTERN FROM TABLE 1.6 NOTE; MiNIMUM POST SIZES ARE REOUlRED FOR EACH BEAM SIZE. SEE TABLE '.6 :9> BEA'.! NOTCHED AROUNO z:' x 2" x 0.044" s o o . ... . '" GUSSETT f'LA,TE 0.050' OR GREATER SELECT FASTE."lER SIZE, NUMBER ANO PATTERN FROM TABLE 1.6 2" x 6" BEAM TO 2" x 3" UPRIGHT CONNECTION WITH GUSSETT PLATE DETAJL (FULL LAP) 2" x 6" SEAM TO 2" x 3" UPRIGHT CONNECTION DETAIL (FULL lAP) ~ -....~ ., r-- I \ ,(- 1'1 -', Nore MATCH SLOPE ANO 8<1RUSION I.' SIZE AND SPACING FOR RISER WALL aELOW 1'1 l~ ~1-l=l=l. ' , \1, ',' ~,==C=l V --1\\ ~ I h- ., I,i \,1. yl=, l=~ . - l l' x 2" TYPiCAL l j\/ I r=1"r- GAADE 2" x 4' S.M.3. 2" x 5'" S.M.3. 2" x r S.M.3. 2" x 8" S.M.3. 2" x 9" S.M.B. I I -r- I I . '" z:' x 3" UPRIGHT I,1UST BE NOTCHED I::; FOR 2" x 2' ROOF PURLNS . "' SELECT FASTE.'<ER SIZE. NliM8ER I ~ AND?ATTERN FROM iABLE'.6 IN , I i I I I i :) :) I :) REMOve EXISilNG -!-_ 0 0 FASTENING ANO RE?l.JI.CEi I 0 0 ~~ FASTENING I ~ ~ :) :) I :) , : I : j (2) #10 x 2,'12" WASHER HEADED CORROSIVE RESIST ANT SCREWS AT 16" ON CENTER NOTCH BEAM TO RECElVE PQST ADDmON POST SEE TABLE '.3 OR '.6 I '~ ~ I '!' '!' I ~ '" >( >(' HORIZONTAL BEAM TO UPRIGHT CONNECT10N DETAIL (PARTlAL ~) / I 2" x;co ?lJRlINS ATTACH TO BEAMS WITH (2) 1t10 x '-\/2" SHEET MET AI. SCREWS 2" x 2" MAY BE ROTATI:D TO ACCCMODATE SCREE.N l' x 2" EXTRUSION FASTENED TO 2" x Z' Wll111t10 x '.'/2" SHEET METAL SCREWS AT 24' ON CCNTER BEA'" OVERt>> CONNECilON OR GUSSET NOTE; MINIMUM POST SIZES ARE REQUIRED FOR EACH BEAM SIZE SEE TABLE 1.6 Z x r SaF MA Ti,~G BEAM (15) #S x JJ4' WASHER HEADED CORRoSIVE RESISTMT SCRE"'S AS SHeWN :: \. x 2" SNAP SECTlONS A Ii ACH TO 2" x Z' 'M111 #10 x '.\/2" SHE:i MElAL SCRENS AT 24' ON CS'fTER OR CONTINUOI,;S SNAP SECTIONS 2" x 2" PURllNS ATTACH TO aEAMS \'IIffii (2) 1t10 x ,.\J2" SHEET METAL SCRE\VS ::: ,. x 2" OPE."4 MCl< FASTENED 70 POST wm; (2~ #10 x '.112' S.M.S. ::: EXlSTiNG Z' x 3' ADDtTl0N OF 2. x 2" TO EX1ST1NG 2. x 3. MINIMUM POST SIZES ARE. REQUiRED FOR EACH 6EAM SIZE. SEE TABLE' .6 SEU' MATING BEAM SEE TABLE 1.1 OR 1.8 ,. x 'l:' SNAP SECTlO,\jS ATTACH TO 2" x Z' WITH 1t10 x 1-'12" SHEET METAl SCREWS AT 24' ON CENTER OR CONTiNUOUS SNAP SECilONS Z' x Z' PURlINS ATTACH TO 6EAMS 'MTH (2) #10 x ,.,12" SHEET MElAl SCREWS l' x 2" OPEN BACK FASTENED TO POST \'IIffii (2) 110 x '-'12" S.M.S. SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL lAP) ...J ~ :) r./) Z UJ < rt ~ :') -" r- i3 (j Ci5 r./) :J ....J a= UJ ~ f- a f- r./) r./) w w UJ a ~ n:: ~ :J Z f- () 0 I..L. :) ~ ~ n:: (j :J f- W Z r./) 'lj - :2 3 :J ....J Z ~ - :2 :J ....J ~ I- '<: W ~_ . -' N '" :;)- LJ.. V) N .. ~ ~ ~ a u.. ~ m~.('" Ci5t5~:.;; c~~...:g ma<g':;; en ... a "'... . ~ ~ ;;:; g' W~6~~ m:r~5:~ "UJ<QWu.. "-IlU("")~ C<:~w -)(>- m I.:l 0 L.. <: Cl) ~ UJ . ,-' 0 ~o.: l) uO 2 OF 10