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(SINGLE SI-. JNFORCE , CURTAIN WALL WITH <br />REINFORCEMENT 112) <br />MAXIMUM <br />FRAME <br />HEIGHT <br />(IN.) <br />MAXIMUM <br />LOAD <br />WIDTH <br />(IN.) <br />ALLOWABLE PRESSURE <br />(POS & NEC PSF) <br />AT STANDARD & AT <br />CORNER MULLION <br />DOOR JAMB <br />MULLION <br />147 <br />76 1/4 <br />81.0 <br />69.3 <br />72 <br />85.8 <br />73.3 <br />68 5 B <br />90.0 <br />77.0 <br />62 <br />90.0 <br />85.2 <br />58 <br />90.0 <br />82.6 <br />144 <br />59 90.0 <br />76 1/4 90.0 <br />132 72 90.0 <br />68 5 8 90.0 <br />65 90.0 <br />120 76 1/4 90.0 <br />72 90.0 <br />112 76 1/4 90.0 <br />RESSURE TABLE NDTEC. <br />. SEE ELEVATION FOR DIMENSIONING OF LOAD <br />MOTH. <br />. PRESSURES SHOWN ARE SPECIFIC TO EACH <br />JOMDUAL FRAME MEMBER SUPPORT AREA <br />LLOWABLE PRESSURE MAY VARY FROM BAY TO SAY <br />S DICTATED BY EACH INDIVIDUAL FRAME MEMBER <br />ONDMON. <br />LESSER OF PRESSURES STATED IN THIS TABLE & <br />HE ALLOWABLE GLASS PRESSURE, AS SHOWN ON <br />MEET 1, SHALL CONTROL AS ALLOWABLE FOR THE <br />PALL ASSEMBLY. <br />I. LESSER PRESSURE AT DOOR FRAME MEMBER LS <br />WE TO THE DOOR JAMB U-ANCHOR HONG A <br />ESSER CAPACITY THAN THAT OF THE T-ANCHOR. <br />i. THIS TABLE CONSIDERS USE OF REINFORCEMENT <br />12 AT THE INTERMEDIATE FRAME MEMBERS. SEE <br />.DAD TABLES IN W. W. SCHA07ER ENGINEERING'S 9, <br />1DDENDUM A" FOR USE OF REINFORCEMENTS RI. <br />L3 & R4. MA <br />TYPICAL AT ALL <br />HORIZONTAL <br />MEMBER ENDS <br />SIDE JAMB F-PERIMITER-� <br />ANCHOR SCREWS WHERE <br />SHOWN. SEE "ANCHOR <br />REQUIREMENTS TABLE" ON <br />THIS SHEET FOR <br />REQUIREMENTS. <br />NOTE: INFORMATION ON <br />THIS SHEET APPLIES TO <br />ELEVATIONS ON THIS <br />SHEET ONLY. <br />78.6 <br />86.9 <br />90.0 <br />77.1 <br />81.7 <br />85.7 <br />90.0 <br />84.8 <br />89.8 <br />NOTES APPLICABLE TO SINGLE -SPAN RE1 1 <br />CURTAIN WALLS <br />1. REINFORCDAENT SHALL RUN CONTINUOUS IN INTERMEI,. AND <br />CORNER VERTICAL MEMBERS & EXTEND TO WITHIN 13 1/2" OF THE <br />ENDS. <br />2. THERE IS NO LIMIT TO THE NUMBER OF SECTIONS HORIZONTALLY <br />PROVIDING THE OPENING IS DESIGNED TO SUPPORT THE LOADS <br />TRANSFFRED FROM THE WALL SYSTEM. <br />C 3. THE SINGLE -SPAN ELEVATION SHOW14 SHOWS ONE DOOR SECTION. <br />MULTIPLE DOOR SECTIONS MAY OCCUR SIDE -BY SIDE IN ONE WALL <br />SYSTEM PROVIDING ALL REQUIREMENTS WITHIN THIS DRAWING ARE MET <br />& PROPER LOAD WIDTH (DISTANCE BETWEEN DOOR CENTERS) IS <br />CONSIDERED WHEN DETERMINING ALLOWABLE DESIGN PRESSURE <br />4. ALTHOUGH A DOOR SECTION IS SHOWN AT A SIDE JAMB, THAT <br />SECTION MAY EXIST WITH OR WITHOUT A DOOR & THE DOOR MAY <br />EXIST IN ANY BAY. <br />5. THE ELEVATION HERE -IN SHOWS T-ANCHORS AT THE BASE OF THE <br />WALL ONLY. THESE ANCHORS MAY ALSO BE USED AT THE TOP OF A <br />WALL IN UEU OF THE WIND LOAD ANCHORS SHOWN PROVIDING THEY <br />ARE INSTALLED THE SAME AS SHOWN AT THE BASE <br />nD D <br />L1PLAN VIEW: A <br />C SINGLE -SPAN REINFORCED CURTAIN <br />WALL <br />SCALE: 1/4' = l'-O' <br />FOR MAX. D.L.O., <br />SEE D.L.O. SIZE <br />TABLE ON <br />SHEET 1 <br />4" <br />FMAX- <br />-r- I ,E <br />JAMB <br />FRAME <br />MEMBER <br />INTERMEDIATE FRAME) F\sg <br />MEMBER + I <br />8" MAX. O.C. (TYP.) <br />--ram <br />ANCHOR REQUIREMENTS TABLE <br />(SINGLE SPAN REINFORCED CURTAIN WALL) <br />OPENING TYPE FRAME/CUP TO OPENING MINIMUM MINIMUM <br />(SUBSTRATE) F FASTENER TYPE I EMBED I EDGE DIST. <br />F-PERIMETER ANCHOR SCREWS <br />GA 50 KSI METAL STUD 1 4-14 GR. 5 SELF TAP/DRILL SCREW FULL 1/2- <br />MIN. 2X6 WOOD FRAME OR <br />1/4' DIA. GR. 5 COARSE THREAD <br />1 1/4' <br />3/4' <br />BUCK (MIN. GR. 2 & G=0.55) <br />SCREW <br />MIN. 1/8" THK A36 STEEL <br />1/4-14 OR 20 GR. 5 SELF TAP/DRILL SCREW <br />FULL <br />1/2" <br />MIN. 3000 PSI CONCRETE <br />(1) 3/8' CONCRETE SCREW ANCHOR <br />2 1/2" <br />2 1/2' <br />g <br />T & U-ANCHOR SCREWS BOLTS (VERTICAL MEMBER ENDS) <br />3/B'-16 430 SS HCMS OR GR. 5 CS THREAD <br />FULL <br />3/4" <br />FORMING SCREW <br />3/8" GR. 5 CS OR 410 SS BOLT WITH LOCK <br />FULL <br />3/4" <br />g <br />MIN. 1/4- THK A36 STEEL <br />WASHER & NUT <br />1/2"-13 300 SS HCMS OR GR. 5 CS THREAD <br />FULL <br />1• <br />FORMING SCREW <br />1/2- GR. 5 CS OR 410 SS BOLT WITH LOCK <br />FULL <br />1" <br />WASHER & NUT <br />_ <br />(2) MIN. 3000 PSI CONCRETE <br />1 (1) 1/2" CONCRETE SCREW ANCHOR <br />4" <br />SEE DETAILS <br />- <br />o <br />1) 3/8' & 1/2" CONCRETE SCREWS SHALL BE SIMPSON STRONG -TIE TITAN HD SCREW ANCHOR <br />Ej <br />(GALVANIZED STEEL). <br />`� <br />-C w a <br />;2) MINIMUM CONCRETE SLAB THICKNESS FOR PLACEMENT OF 'T' & "U" ANCHORS IS 7". <br />v=vim <br />3 <br />FOR MAX <br />o 0 <br />FOR MAX. D.L.O., Z <br />58 1/2' 58 1/2- D.LO., SEE a Ur <br />3 9 16" SEE D.LO. SIZE 73 3/4' <br />- MAX. AT I MAX. AT D.L.O. SIZE 2 1/2" 3 n o <br />TABLE ON MAX. SIDE JAMB Z <br />CORNER CORNER TABLE ON <br />3 9/16' SHEET 1 F-PERIMITER o w <br />A2 SHEET i ANCHOR SCREWS <br />2 1/2' 17 2 1/2" Al 2 1/2' 2 1/2" <br />11 r WHERE SHOWN. <br />ID I o a <br />wl s <br />I, SEE <br />6, 7.9 <br />D I orMw <br />f <br />0V <br />MAX.) /2- I 1/2� <br />LOAD LOAD WIDTH LOAD <br />WIDTH WIDTH <br />MEMBER D.L.O. D.L.O. EDGE <br />CENTERLINE CENTERUNE CENTERUNE EDGE <br />EXTERIOR ELEVATION VIEW "IC-C": <br />SINGLE -SPAN REINFORCED CURTAIN WALL <br />SCALE: 1/4" = l'-O" <br />SEE ANCHOR <br />®ElE3 ® REQUIREMENTS $ <br />11 oy JAMBE- -,, <br />TABLE" ON THIS <br />FRAM <br />-w'- INTERMEDIATE MEMBER SHEET FOR p Yo <br />Go <br />FRAME <br />BENT F REQUIREMENTS. �_ m m <br />X4 V) _ Dl 9" TYPICAL AT ALL Z " <br />m MAX. HORIZONTAL o r, i <br />LwJ J2 E I % I 2 MEMBER ENDS �a o�S <br />�wi14 I 1 v 1 SINdl OR 1 v co <br />13 I �1 xQ z DOUBLE DOOR ADD 1 EXTRA <br />0 % o-I w 'UNDER SEPARATE <br />ANCHOR WHEN o=> <br />m o APPROVA _ _ 18" DOUBLE DOOR n Nz $tea <br />R2 R2 % ^ R2 \ 7 �TXI )C REQ ISTS RED WITH NOT <br />3coi a <br />RS I I m o SINGLE DOORS) R 3 <br />KIP "aw <br />`��� FrGR icy o <br />1/2 1/2 MAX.Ci�•4,... <br />LOAD LOAD WIDTH LOAD WIDTH LOAD WIDTH LOAD e y :co *- p&L 6 3� <br />WIDTH WIDTH =�� tV <br />D.L.O. D.L.O. D.L.O. DOOR MEMBER y�t� 0 <br />CENTERLINE CENTERLINE CENTERLINE CENTERLINE CENTERLINE <br />SINGLE -SPAN REINFORCED CURTAIN "WALL ��i► 'PAD 1S7E9 0.RIOR ELEVATION VI*D-D: <br />A <br />SCALE: 1/4" = l'-O' 4 - 18 <br />