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:......-...- -~-~- L", -,~~.~ (2) #10 x '" SKEET METAl.. SCREW '_--..--: 31~,iTI INTO SCREW SLOTS 1+- '11 ANCHOR '" x 2" Pu\TE TO CONCRETE 1 'y.-L' WITH 1/4" x 2.\12" CONCRETE l....JI ANCHORS WITHIN 6" OF EACH SIDE ' OF EACH POST AND 24" O,C. MAX. ~VT IUi 1.,.- I. ,1,- -2- :: .. : ~""7- MIN. 3-\12" SLAB 2500 PSI CONC. \'.Ii ': , '~ J 6x6.10x\0 W.w.M. OR FIBER MESH "-.:~ VAPOR BARRIER UNDER CONCRETE BEAMMEADER AL TERNA TE CONNECTION DETAIL 2" x 2" x 0.063" ANGLE CONNECT UPRIGHT @ BEAMIHEADER AND CHAIR RAIL \" x 2" EXTRUSION \.1i8" MIN. IN CONCRETE HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL 2" x 2" OR 2" x 3" OR 2" 5MB POST ~ I ~ i / ~~ HEADERBEA!-A (4) #10 X \12" S.M.S. EACH SIDE OF POST , 0 0 I 0 0 I~________ L~ rVf Jp-=il' , _ I I i_ r- ~s' MIN. 3-\12" SLAB 2500 PSI CONC. '~r" ' '. . ~ ~ 6x6-10x10W.w.M.ORFIBERMESH ~ . VAPOR BARRIER UNDER CONCRETE ANCHOR '" x 2" PLATE TO CONCRETE WITH 1/4" X 2.112" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O,C. MAX. H-BAR OR GUSSET PLATE 2' x 2" x 1/\6" ANGLE EACH SIDE ATTACH TO POST AND CONCRETE AT LOAD BEARING WALL WITH (2) #'0 X \/2' S.M.S. EACH SIDE l' x 2" EXTRUSION \.\/8" MIN. IN CONCRETE SELF-MATING POST TO BASE ANe SELF-MATING POST TO BEAM DETAIL EDGE BEAM ~~ ~r~. I, I ___---- 0)-U ~ ----1' ~t=-+ ~.ol ~ -LJ~ . ~ --~~ .'.~ I d \" x 2" OPEN BACK ATTACHED TO FRONT POST WITH #10 x 2" S.M.S. MAX, 6" FROM EACH PURLlN AND 24" O,C. FRONT WALL PURLlN TYPICAL CORNER DETAIL SIDE WALL HEADER ATTACHED TO 1" x 2" OPEN BACK WITH MIN. (Z)#10 x \.\12' S.M.S. SiDE WALL PURLlNS ATTACHED TO 1" x Z" OPEN BACK WITH MIN. (Z) #\0 x \,112' S.M.S. IN SCREW BOSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE WITH 1/4' x 2.1/4" MASONRY QUICK SET AT 6' FROM EACH POST AND 24' ON CENTER MAX. AND WALLS A MIN. \" FROM EDGE OF CONCRETE COMPOSITE ,qOOF PANELS: f - 1 f (4) 1/4" X 4" LAG BOLTS WITH ' - i_RISER PANELS: WITH \.\/4" FENDER WASHERS ~ (3) 118 x 112 S M S PER 12 PANEL [~~1~1l~~g~LS~N~E I ~ rtJI {+ . . . " 2" x Z' OR 2" x 3" HOLLOW ' I . "'-- HEADER ATTACHED TO POST SEE SPAN TABLE HEADER . WITH MIN. (2) #\0 x 1.112' S.MS. CHAIR RAIL AND KICK PLATE ~ 2" x 2" HOLLOW RAIL ' .,~ IN SCREI'V BOSSES + ~ 2"x2" 2"x3"OR3"x2" HOlLOW POST ATTACH EO TO BOTTOM + SEE SPAN TABLES WITH MIN. (2) #10 x 1.\12' S M S I IN SCREW BOSSES ' - - FOR SNAP EXTRUSIONS CHAIR A RAIL ATTACHED TO POST WITH EXISTING SlAB MAY BE USED IF ~"""":rM M,N. (2) #10 X \-112" S M S.IN ,N GOOD CONDITION AND APPROVED i' ~I SCREW BOSSES BY THE BUILDING OFFICIAL, I . " . (I)HILT1\/2"x3-\I2"KBII- _~ - - -~ 1 x2 OPEN BACK BOTTOM RAIL BOLTS APPROVED FOR 665# ~ " UPLIFT WITH STD. PLATED CUT '.". . ". \/4 X 2.114' MASONRY A.'1CHOR STEEL WASHER . @ 6" FR(lI-J EACH POST A.'1D "' 24" O.C. ~-IAX. \') 3/B" eOL T FDR:)" PO~T (2) 3/8' BOLTS FOR 3. x 4" POST TYPICAL UPRIGHT DETAIL 1,112. X '.'12" X 0.080' ANGLE EACH SIDE OF CONNECTING 3EA.\A WITrl SCREWS AS SHOWN '-<--- w ~ al ~ ffi PRIMARY BEAM 0.. SEE TABLE 3. \.\ :I: E: w o ~ @ @ @ @ @ @ CARRIER 3EAM SEE TABLE 3. \.2 MINiMUM #8 S.M.S. x 3/4" LONG NUMBER REQUiREO EQUAL TO BEAM DEPTH IN INCHES NOTE: EXTRUSIONS Wfrn INTERNAL SCREv\' BOSSES MAY BE CONNECTED \'VlTH (Z) #\0 X \.112" I:-4TERNALL Y CARRIER BEAM TO BEAM CONNECTION ALL TECHNICAL I\SSIST ANeE MATERIALS ~,l'-E PROVIDED 'M-IS", AND ROYAL Al.UMINUM DISCLAIMS ALL WARRANTIES. EXPRESSED OR lMPUED. INCLUDING BUT NOT UMlTED TO. ALL WAARANTlES OF MUCHA."lTAJllUTY OR FI1NESS FOR A PARTICULAR H!RPOSE. "OYAL AL\.JMINUM DOES NOT WMMNT THAT ANY PRODUCT WILL COMPLY WITH snn OJl. LOCAL BUILDING CODES CurrOMUS ME SOLH Y RESPONSIBLE FOR ENSURINC COMPlIN-lC! WITH ANY AND ALL GOVUNM.V-l1' AL HOULA TIONS. ~ f PAN ROOF OR WOOD BEAM co n o 0 o <:0 ~ . CO ro X COt--CIj 111 g~~~g :lO'o,,s...t . CO CIj t-- :J1l..~x~~ zt-",<,o ~(/) U.oo :l25Ltog~ ~.,.... ..8"!""" .J~~'r<~ <: ;at--Qz >-..,cocco <(/)t--O;:: 3:lli~Lt< J:...Jo z ~ 0) J: ...... cri ,:j ::i ~ ~ ~ (4) #10 x 112" S.M.S. EACH SIDE 1 c.L ~ ~ OF POST \ X 2 DR 2 x 2 ALUMINUM ------' _~/.r 4=-=-==-- TDP \ x 2 OR 2 X 2 ATTACHED TD ". POST WITH 1" x '" x 2" X "16" x 0,045" ..L..A I A.'1GLE CLIPS EACH SIDE OF POST r WIT11 MIN. (4) #\0 X \12" S.M.S. ~ + 11. ',/ Cj ~0.~if g1 ~~~~~~\O POST CHAIR RAIL AND KICK Pu\TE l WITH MiN, (4) #10 S.M.S. 2' x 2" 0044" HOLLOW RAIL t=~ ANCHOR \ X 2 P\.ATE TO CONCRE~E ! L -,--- 1 x 2 OR 2 x 2 ATTACHED TO WITH "4' X 2.\12" CONCRETE / BOTTOM WI'" X 1" x 2" x "'6' ANCHORS WITHIN 6" OF EACH SIDE ,..-t1 r-r / 0.045" ANGLE CUPS EACH SIDE OF EACH POST AT 24' O.C.MAX. 1 ' II I AND MIN. (4)#1Qx 112"S.M.S. OR THROUGH ANGLE AT 24" O,C. MAX. l;=> =;j; / < _ _.1 I!~ r 1'x2'xQ,044'OPENBACKEXT. -2-8 =-r-'J. I~~ \.1/8" MIN. IN CONCRETE MIN. 3-112" SlAB 2500 PSI CONC. ~~ .. ,~ 6x6-1Ox10 W.w.M, OR FIBER MESH ~- _~ - / VA.PO~ BARRIE-=! UNOER CwNCRETE - SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL NON-LOAD BEARING WALLS A.'l/GLE OR RECENiNG CHANNEL J-~I~I~ ~ @ PRIMARY BEAM ffi @ SEE TABLE 3.1.\ 0. @ I ~ @ o @ MINIMUM #8 S.MS. x 3/4" LONG NUMBER REQUIRED EQUAL TO BEAM DEPTH iN INCHES NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH (2) #10 x '.112" INTERNALLY CARRIER BEAM TO WALL CONNECTION BEAM TO WALL CONNECTIO~ (2) 2" X 2' X 0.060" EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINIMUM (2) 3/8' x 2" LAG SCREv\'S PER SIDE OR (2) 1/4" X 2.\14' ANCHORS TO CONCRETE OR MASONRY WALL ADO (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH lARGER THAN 3' (AL TERNA TEl (1) \.3/4" X \.3/4' X \.3/4" x 1/8" INTERNAL U-CLiP ATTACHED TO WOOD WALL WITH MIN. (3) 3/8' x 2" LAG SCREWS PER SIDE OR (3) \/4' x 2.114' A.'1CHORS TO CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF CANTILEVERED BEAM DEPTH LARGER THAN 3" ....J ~ ::J C/) ,~ ~~ Oz o(.? ~-C/) C/)C/)....J C/)UJ:< :SOr- (.?~~ 06~'" ....J::Jz >-r-o ~g~ >~o zin~ ttl~ ~::J OZ C/)~ ::J ....J ~ 2 OF 6