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ALLOWABLE DESIGN PRESSURE <br />(SINGLE SPAN <br />NON —REINFORCED CURTAIN <br />WALL) <br />MAXIMUM MAXIMUM ALLOWABLE <br />FRAME LOAD PRESSURE <br />HEIGHT WIDTH (POS & NEG <br />(IN.) (IN.) PSF) <br />114 <br />108 <br />102 <br />96 <br />90.0 <br />76.0 9"- <br />e MAX. <br />90. D <br />90 176 1/4 1 90.0 <br />NOTES- <br />1. SEE ELEVATION FOR DIMENSIONING OF LOAD WIDTH- <br />2 PRESSURES SHOWN ARE SPECIFIC TO EACH <br />WDMDUAL FRAME MEMBER SUPPORT AREA. <br />ALLOWABLE PRESSURE MAY VARY FROM BAY TO BAY <br />AS DICTATED BY EACH INDIVIDUAL FRAME MEMBER <br />CONDITION. <br />3. LESSER OF PRESSURES STATED IN THIS TABLE & <br />THE ALLOWABLE GLASS PRESSURE. AS SHOWN ON <br />SHEET I. SHALL CONTROL AS ALLOWABLE FOR THE <br />FOR MAX_ D.L.O., <br />SEE D.LO. SIZE <br />TABLE ON <br />SHEET 1 <br />rr ,,,,4^v <br />4" <br />MAX. <br />co , Vim" ac , Vo• FOR MAX. D.L.O.. FOR MAX_ <br />MEMBER D.LO. D.L.O.-MLMULH- <br />CENTERLINE CENTERLINE CENTERLINE EDGE <br />EXTERIOR ELEVATION VIEW "E-E": <br />SINGLE -SPAN NON -REINFORCED CURTAIN WALL <br />WITH CONTINUOUS -SIDE JAMB FRAME F-ANCHOR <br />SCALE: 1/4' = 1'-O" <br />SEE "FREE SPAN JAMB <br />PERIMETER SEALANT NOTE' 0 <br />ON SHEET <br />ANCHOR REQUIREMENTS TABLE <br />(SINGLE SPAN NON —REINFORCED CURTAIN WALL) <br />OPENING TYPE <br />(SUBSTRATE) <br />FRAME/CUP TO OPENING <br />FASTENER TYPE <br />MINIMUM <br />EMBED I <br />MINIMUM <br />EDGE DIST. <br />F—PERIMETER ANCHOR SCREWS <br />MIN. 16 GA. 50 KSI METAL STUD <br />1 4-14 GR. 5 SELF TAP DRILL SCREW <br />FULL <br />1/2" <br />MIN. 2X6 WOOD FRAME OR <br />BUCK (MIN. GR. 2 & G=0.55) <br />1/4" DIA, GR. 5 COARSE THREAD <br />SCREW <br />1 1/4" <br />3/4" <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 />T, F & U—ANCHOR SCREWS/BOLTS (VERTICAL MEMBER ENDS <br />MIN. 1/4" THK A36 STEEL <br />3/8'-16 430 SS HCMS OR GR. 5 CS THREAD <br />FORMING SCREW <br />FULL <br />3/4' <br />3/8' GR, 5 CS OR 410 SS BOLT WITH LOCK <br />WASHER & NUT <br />FULL <br />3/4" <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 />(2) MIN. 3000 PSI CONCRETE <br />(1) 3/8' CONCRETE SCREW ANCHOR <br />3 1/4' <br />SEE DETAILS <br />MIN. 2X6 WOOD FRAME OR <br />BUCK (MIN. GR. 3 & G=0.55) <br />5/16" DIA. GR. 5 COARSE <br />THREAD SCREW <br />1 1/4' <br />3/4" <br />MIN. 16 50 KS] METAL STUD <br />1 4-14 GR. 5 SELF TAP DRILL SCREW <br />FULL <br />1/2" <br />. <br />(1) 3/8- CONCRETE SCREWS SWILL BE SIMPSON STRONG -TIE TITAN HO SCREW ANCHOR (GALVANIZED <br />STEEL) <br />(2) MINIMUM CONCRETE SLAB THICKNESS FOR PLACEMENT OF "T", "F" & 'U' ANCHORS IS 5 1/2". <br />D.LO. <br />CENTERLINE <br />ADD 1 EXTRA <br />ANCHOR WHEN <br />DOUBLE DOOR <br />EXISTS (NOT <br />9' REQUIRED WITH <br />MAX( SINGLE DOORS) <br />TYPICAL AT <br />ALL <br />O.C. HORIZONTAL <br />�) MEMBER <br />ENDS <br />SIDE JAMB <br />F-PERIMETER <br />ANCHOR <br />SCREWS WHERE <br />SHOWN. SEE <br />"ANCHOR <br />REQUIREMENTS <br />TABLE" ON THIS <br />O.LO. D.L.O. DOOR MEMBER SHEET FOR <br />CENTERUNE CENTERUNE CENTERUNE CENTERLINE REQUIREMENTS. <br />EXTERIOR ELEVATION VIEW "F-F": WHENETO WOOD <br />SINGLE -SPAN NON -REINFORCED CURTAIN WALL OR METAL STUD <br />WITH CONTINUOUS SIDE JAMB FRAME F-ANCHOR SUBSTRATES) <br />SCALE: 1/4" = 1'-0" <br />JAMB N APPLICABLE TOSINGLE-SPAN NON -REINFORCED CURTAIN WALLS <br />1. THERE 15 NO LIMIT TO THE NUMBER OF SECTIONS HORIZONTALLY PROVIDING THE OPENING IS DESIGNED <br />FRAME TO SUPPORT THE LOADS TRANSFERED FROM THE WALL SYSTEM. <br />MEMBER e L THE SINGLE -SPAN ELEVATION SHOWN SHOWS ONE DOOR SECTION. MULTIPLE DOOR SECTIONS MAY <br />OCCUR SIDE -BY SIDE IN ONE WALL SYSTEM PROVIDING ALL REQUIREMENTS WITHIN THIS DRAWING ARE MET <br />& PROPER LOAD WIDTH (DISTANCE BETWEEN DOOR CENTERS) IS CONSIDERED WHEN DETERMINING <br />ALLDWABLE DESIGN PRESSURE <br />S ALTHOUGH A DOOR SECTION IS SHOWN AT A SIDE JAMB, THAT SECTION MAY EXIST WITH OR WITHOUT A <br />DOOR & THE DOOR MAY EXIST IN ANY BAY <br />I <br />4 THE OF 'IHE WALL NLY. THESE ANCHORS MAY <br />AT THE IND <br />-IN SHOWS LW UEU <br />l 3 <br />A150BE _USEDAT THETOPTOP OF A W OF THE WRS <br />LOAD ANCHORSSHOWN PROVIDING THEY ARE <br />AS SHOWN AT THE RASE <br />S REGARDLESS THE OF FRAME HEIGHT, CORNER FRAME MEMBER MUST BE REINFORCED. REINFORCEMENT SHALL <br />RUN CONTINUOUS &EXTEND TO WITHIN 13 1/2' OF THE FRAME MEMBER ENDS. <br />V <br />\ <br />& SIDE JAMB FRAME MEMBERS MAY BE SUPPORTED EITHER BY A CONTINUOUS SIDE JAMB F-PIRIMITER <br />ANCHOR OR BY END ANCHORS AS SHOWN. <br />7. E DOWEEN 2 DOOR UNITS, THE VERTICAL FRAMING MEMBER SHALL BE REINFORCED. REINFORCEMENT <br />A <br />/ <br />SHALL BEGIN MAXIMUM 12' UP FROM THE SIL & EXTEND MINIMUM 12" PAST THE DOOR HEAD FRAME <br />FRAME ll[\ / <br />MEMBER \ '. I / <br />SINGLE OR DOUBLE <br />DOOR UNDER <br />SEPARATE APPROVAL <br />ALTERNATE SIDE JAMB FRAME CONDITION <br />(SUPPORTED BY END F-ANCHORS VS. <br />CONTINUOUS SIDE F-ANCHORS) <br />SCALE: 1/4' = 1'-0" <br />ALL CONDITIONS SHOWN IN THE MAIN ELEVATIONS <br />OF THIS SHEET SHALL EQUALLY APPLY TO THIS <br />SIDE JAMB CONDITION. <br />I: <br />PLAN VIEW: <br />SINGLE -SPAN NON <br />`e��ruii <br />-REINFORCED <br />CURTAIN WALL <br />.0 R e "ID <br />c6 <br />F <br />➢rr SCALE: 1/4' = 1'-O' <br />T � U y <br />1 <br />�A\ <br />L� <br />S ' W d' <br />�J'� O <br />E <br />%2�;`.y.z <br />NOTE: INFORMATION ON THIS <br />SHEET APPLIES TO ELEVATIONS <br />ON THIS SHEET ONLY. <br />OF <br />