7050 Gall Blvd (136) - Laserfiche WebLink

Browse Search

OMY B/: O,Ftf&O BI: ALLOWABLE DESIGN PRESSURE FOR MAX. FOR MAX. D.L.O., 8 1/2` 58 1/2- FOR MAX. D.L.O., a,E (SINGLE SPAN SEE D.L.O. SIZE / SEE D.L.O. SIZE D.L.O., SEE 73 3/4" -b •vo•n= MAX. AT 3 9/16" MAX. AT D.L.O. SIZE 2 1/2" NON -REINFORCED CURTAIN TABLE ON CORNER CORNER TABLE ON TABLE ON MAX. WALL SHEET 1 1 SHEET 1 SHEET 1 JAMB ADD 1 EXTRA 4• r2' 1/2" F- 3 9/16 A2 2 1/2^ Al 2 1/2' 2 1/2" FRAME ANCHOR WHEN MAXIMUM D74 ALLOWABLE -�_ I 1 MEMBER DOUBLE DOOR FRAME PRESSURE 1® ® ® 1G2 ® ® ® F 9" REXISTS EQUIREDWITHHEIGHT (PITS 8i NEG -� (IN.) PST) OPPOSITE - I 1K I / _,INTERMEDIATE = D1 MAX. SINGLE DOORS) 72.0 t /r v 14 rFRAME MEMBER Jt E r 111� 2I o x R5 L TYPICAL AT 174 76.2 FOR END �` w p w 14 v12 SINGLE OR 1 83.2 18" MAX. O.C. (TYP.) ANCHOR m I mQ = I N w G1 z DOUBLE DOOR 18' ALL g 90.0 w I r w I w o = % z /UNDER SEPARATE r MAX. O.C. HORIZONTAL 9" - DETAILS. SEE I a g I n a APPROVA _ _ (TYP.) MEMBER 76.0 SHEETS 6, 7, w o a5 a z io o _ ENDS 80.5 MAX JAMB \ 9 & 10 g I = w I a� w % 108 66 87.8 FRAME LERMEDIATEs SIDE JAMB MEMBER I rn z I w N¢ �' \ F-PERMMTRER 64 90.0 w o r 76 1 4 80.5 I I MEMBER o f I l 0 11 /92 I I% 171 61 I % I \/ // I ANCHOR SIII!_ _ SCREWS WHERE 102 72 85.2 - 41 T Will I 1/2 �I ,/z MAX- LOAD LOAD WIDTH — JI LOAD -J{ LOAD t 68 90.0 76 1/4 85.5 96 WIDTH WIDTH WIDTH MEMBER D.L.O. D.LO. MEMBER D.L.O. CENTERUNE CENTERLINE CENTERUNE EDGE CENTERUNE 72 90.0 90 76 1/4 90.0 ff.lk ELEVATION �^DTF'. ARE SP�rx TO ELEVATION VIEW "E—E": PRESSURSSHOWNN F� EXTERIOR MDUALFBAALOWABLE MAy APoFROMM SINGLE -SPAN NON -REINFORCED CURTAIN WALL PURE DAY TO BAY DVATED BY EACH DOMDUAL FTC MEMBER WITH CONTINUOUS SIDE JAMB FRAME F-ANCHOR NDMON. LESSER OF PRESSURES STATED IN THIS TABLE & SCALE: 1/4" = 1'-0' - ALLOWABLE GLASS PURE, AS SHOWN ON EU 1. SHALL CONTROL AS ALLOWABLE FOR THE SEE "FREE SPAN JAMB LL ASSEMBLY' I PERIMETER SEALANT NOTE" ON SHEET 1. I ANCHOR REQUIREMENTS TABLE (SINGLE SPAN NON -REINFORCED CURTAIN WALL) OPENING TYPE (SUBSTRATE) FRAME/CUP TO OPENING - FASTENER TYPE MINIMUM EMBED MINIMUM EDGE DIST. SIDE JAMB F-ANCHOR SCREWS MIN. 16 GA 50 KSI METAL STUD 1/4-14 GR. 5 SELF TAP DRILL SCREW FULL 1/2- MIN. 2X6 WOOD FRAME OR BUCK (MIN_ GR. 2 & G=0.55) 1/4- DIAL GR. 5 COARSE THREAD _ SCREW 1 1/4' 3/4" MIN. 1/8" THK A36 STEEL 1 4-14 OR 20 GR. 5 SELF TAP DRILL SCREW FULL 1/2' MIN_ 3000 PSI CONCRETE (1) 3/8" CONCRETE SCREW ANCHOR 2 1/2' 2 1/2' T, F & U-ANCHOR SCREWS/BOLTS (VERTICAL MEMBER ENDS) MIN. 1/4" THK A36 STEEL 3/8'-16 430 SS HCMS OR GR. 5 CS THREAD FORMING SCREW FULL 3/4" 3/8' GR. 5 CS OR 410 SS BOLT WITH LOCK WASHER & NUT FULL 3/4" MIN. 1/B' THK A36 STEEL 1/4-14 OR 20 GR. 5 SELF TAP DRILL SCREW FULL 1/2" (2) MIN. 3000 PSI CONCRETE (1)3/8- CONCRETE SCREW ANCHOR 3 1/4" SEE DETAILS MIN. 2X6 WOOD FRAME OR BUCK (MIN. GR. 3 & G-0.55) 5/16" DIA GR. 5 COARSE THREAD SCREW 1 1/4• 3/4- MIN. 16 GA. 50 KSI METAL STUD 1 4-14 GR. 5 SELF TAP DRILL SCREW FULL 1/2" (1) 3/8" CONCRETE SCREWS SHALL BE SIMPSON STRONG -TIE TITAN HO SCREW ANCHOR (GALVANIZED STEEL). (2) MINIMUM CONCRETE SLAB THICKNESS FOR PLACEMENT OF -r, "F" & 'U" ANCHORS IS 5 112'. SHOWN. SEE Zoo � 19 4- "ANCHOR 1/2 CAD WIDTH LOAD WIDTH LOAD WIDTH LOAD MAX. REQUIREMENTS oS WIDTH TABLE" ON THIS v M N D.L.O. D.L.O. DOOR MEMBER SHEEP FOR REQUIREMENTS. J a 0 6 '1 CENTERUNE CENTERLINE CENTERUNE CENTERLINE (PLACE Z ROWS o o a 0 EXTERIOR ELEVATION VIEW "F-F": TO WOOD S En o 0 SINGLE -SPAN NON -REINFORCED CURTAIN WALL OR METAL STUD z z < W w x - WITH CONTINUOUS SIDE JAMB FRAME F-ANCHOR SUBSTRATES) � Z SCALE: 1/4" = 1'-O" JAMB NOTES APPLICABLE TO IN F-SPAN NON -REINFORCED CURTAIN WALLS 1. THERE IS NO UMIF TO THE NUMBER OF SECTIONS HORIZONTALLY PROVIDING THE OPENING IS DESIGNED FRAME TO SUPPORT THE LOADS TRAMMED FROM THE WALL SYSTEM. MEMBER e Z. THE SINGLE -SPAN ELEVATION SHOWN SHOWS 014E DOOR SECTION. MULTIPLE DOOR SECTIONS MAY OCCUR SDE-BY SITE IN ONE WALL SYSTEM PRONDING ALL REQUIREMENTS WITHIN THIS DRAWING ARE MET & PROPER LOAD WIDTH (DISTANCE BETWEEN DOOR CENTERS) IS CONSIDERED WHEN DETERMINING ALLOWABLE DESIGN PRESSURE tto pp 'z - — 3. ALTHOUGH A DOOR SECTION 6 SHOWN AT A SIDE JAMB, THAT SECTION MAY EXIST WITH OR WITHOUT A - O 80 -m DOOR & THE DOOR MAY EXIST IN ANY BAY. W m C3 4. THE ELEVATION HERE -IN SHOWS T- IN AT THE BASE OF THE WALL ONLY. THESE ANCHORS MAY 3 AN ALSO BE USED AT THE TOP OF A WALL UEU OF THE WIND LOAD ANCHORS SHOWN PROVIDING THEY ARE d W S r INSTALLED THE SAME AS SHOWN AT THE BASE w o / ( S REGARDLESS OF FRAME HEIGHT, CORNIER FRAME MEMBER MUST BE REINFORCED. REINFORCEMENT SHALL p RUN CONTINUOUS & EXTEND TO WEHRI 13 1/2' OF THE FRAME MEMBER ENDS. 0_ �-i \ & SIDE JAMB FRAME MEMBERS MAY BE SUPPORTED EITHER BY A CONTINUOUS SIDE JAMB F-PERIMIIER `� Oc ANCHOR OR BY END ANCHORS AS SHOWN. 4N Ej os 7. IF BETWEEN 2 DOOR UNITS, THE VERTICAL FRAMING MEMBER SHALL BE REINFORCED. REINFORCEMENT \ 1wa�Z o3� JAMB\ / SHAL BEGIN MAXIMUM 12• UP FROM TDaEND SILL & END MINIMUM 12' PAST THE DOOR HEAD FRAME M1 2� Diu FRAME MEMBER \y l I / / n 30 111 � al ELPLAN VIEW: SINGLE OR DOUBLE SINGLE -SPAN NON -REINFORCED f• ''••fig DOOR UNDER CURTAIN WALL o �`� o Oo % SEPARATE APPROVAL SCALE: 1/4" = 1'—O" e w ALTERNATE SIDE JAMB FRAME CONDITION FL1 (SUPPORTED BY END F-ANCHORS VS. z •'� CO�INUOUS SIDE F�CHORS)SIDE F�CHORS) E o SCALE: 1/4" = V-O' i� / ••PRO ��.•`` 3 ALL CONDITIONS SHOWN IN THE MAIN ELEVATIONS rso OTE: INFORMATION ON THIS'UMNiNG NO. OF THIS SHEET SHALL EQUALLY APPLY TO THIS 1790 A SIDE JAMB CONDITION. HEET APPLIES TO ELEVATIONS SHE2T No. N THIS SHEET ONLY. 5 DF 18