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<br /> TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE
<br /> Glass Description(Usted from Extedor to Interior) Frame Glass -
<br /> Type Types Options Installation Substrate Option Detall Sheet
<br /> GLASS TYPES 1 63 MAY Condit.-
<br /> 1 314'I.G.:116'A Extedor Cap+1/2•Afr Space+i/8'A Extedor Cap NOT BE USED IN THe (see Fig B) (.e Table 1)
<br /> 2 3/4'I.G.:116'T Exterior Cap+112"Arr Space+lB'T Exterior Cap ! HVHZABOVE39. Through the ....into 2XWood Frama/Buckstdp-shod 4,option
<br /> 3 3/4"I.G.:3116'A EXiedor Cap+318"Alt Space+3116"A Exterior Cap JLTannel 1-4 blegrd in...... ....Into Metal-sheet 4,option 8
<br /> 4 314"I.G.:3116'T Exterior Cap+3/8'Air Space+3116'T Extedor Cep (51) Through the f.mo....hno 2XWood Fmme/Buckstdp-sheet 4,option 6
<br /> SEE SHEET 6,TABLE 6 FOR GLAZINGRIESIGN PRESSURE/ANCHORAGE INDEX. Matedai Min.Fr Min.F" of the windox.-•-• .._into Metal-sheet 4,option 7
<br /> Steel Screw 92 ksi 120 ksi ...into D(Wood F.meBucksidp-shed 3,option 1
<br /> le-8 Screw 60 ksi 95 ksi Flange 1-4 Through the k2me...,into Conerele/CMU-sheet 3,opticn 2
<br /> 410 Screw 90 ksi Ito ksi (d2) °rarewindow•..••• ,.•.thmugh IX euMstrp Into ConcmtWCIAU-sheet 31 option
<br /> TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME Elco Aggre-0alor® 67 ksi 96 ksl ....Into Metal-sheet 3,option 4
<br /> Elm UltraCana 165 ksi 177 ksi Thtough the ....into 2XWood FrameBuckstip-sheet 4,option 5
<br /> GroupAnchor Substrate Min.Edge Min. 410 S5 Elm OrM.M..0 127.4 ka1 189.7 ksl integral Fin eig�r....... --into Mdel-shed 4,option
<br /> Distance Embedment' 6063-T5 Aluminum 16 ks1 22 ksi ('„3) 1-4
<br /> Thrwgh the tlamo.._into 2X Wood Fmme/BucksMp-street 4,option 6
<br /> P.T.Soutthem Pine(SG=0.55) 7116, 1-3/8" A30 Steel 36 kel 58 ksi of fire wlrMow....., „_frda Atalel-sheet 4,option 7
<br /> #'10 SMS Gr.33 Steel Stud 33 kal 46 ksi
<br /> (steel,1B-8 S.S. Steel,A3G 3/8" 0.050" Box/ .—info 2XWood Fmme/Buckstrlp-sheet 3,option 1
<br /> Steel Stud,A653 Gr.33' 3/8" 0.0451"(18 Ga.) Through tea ..... ,-.,heme,.-irdo Concre(dGtlu-sheet 3,option 2
<br /> or 410 S.S.)
<br /> A Aluminum,6063 T5' 3/0" 0.050' 'MIN. Equal-Leg 1-4 oTthe wInd ow. lhmugh 1XBuckstdp Into Conmto(CMU-Sheet 3,option 3
<br /> P.T.Southern Pine(SG=0.55) 7116' 1-3/8' THREADSEMErAL BBEYOND (44) ,,..Imo Metal-sheet 3.op6an 4
<br /> 3/i6"steel Ultracon Conciele(min.2.85 ksi) 1" 1-VB' SUBSTRATE
<br /> Ungrouled CMU,(ASTM C-90) 2-112" 1-1/4'
<br /> 'UNGRO E
<br /> #123MS P-T.Southern Pine(SG=0.55) 9/16" 13/8° CMU VALUES
<br /> Steel,AW 3/8" 0.050" MAY BE USED FOR FIGURE B:FRAME TYPES
<br /> B (steel,18-8 S.S. Steel Stud,A653 Gr.33' 318" 0.0451'(18 Ga) GROUTED CMU
<br /> or 410 S.S.) .APPLICATIONS - '
<br /> - - --- Aluminum,6063-T5• -3/8' 0.063'
<br /> 114"steel Ultracon Concrete(min.2.85 ksi) 1" 1,/4"
<br /> C Ungrouled CMU,(ASTM 0-90) 2-1/2' 1-1/4' 2 U 4
<br /> 1W steel Crete9ex Concrete(min.3.35 ksi) 1" I_V4• INSTALLATION NOTES,SEE SHEETS 3 34 FOR ILLUSTRATIONS:
<br /> 1/4'steel Ultracon Concrete(min-285 ksi) 2-1/2' I-W4' 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON BOX OR _P
<br /> 1/41 steel Ultracon P.T.Southern Pine(SG=0.55) 1' 13/8' TABLES 2 63,THIS SHEET.FOLLOW EMBEDMENT AND EDGE FLANGE E LEG
<br /> 114"steel Cretellex Concrete(min.3.35 ksi) 2-1/2" 1-T4' DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN MAY BE
<br /> USED ON ANY SIDE OF THE WINDOW.
<br /> D 1/4"steel CreteBex Ungrouted CMU,(ASTM C-90) 2-117 1-1/4' o
<br /> P.T.Southern Pine(SG=0.55) 1' 1-3/6' 2)MASONRY ANCHORS MAY BE USED INTOWOODAS PERTABLE
<br /> 1/4'steel Aggre-Galor Concrete(min.3.275 ksi) 1-1/2' 1B' 2,THIS SHEET.ALL WOOD BUCKS LESS THAN 1-12'THICKARE TO
<br /> J/
<br /> LED
<br /> BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKSARE
<br /> 1/4"steel Aggre-Gator P.T.SoUlhem Pine(SG=0.55) 1° 1 -3/e" OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD Q�
<br /> Grouted CMU,(ASTM C-90) 2' 2" BUCKSDEPICTEDAS2X ARE 1-IW THICK ORGREATER.IXMD2X ��gI--f
<br /> BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY 1 U U
<br /> TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND
<br /> INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR J-CHANNEL INTEGRAL
<br /> ARCHITECT OF RECORD. FIN
<br /> 3)VISIBLE LICHT WIDTH OR HEIGHT(ALSO REFERRED TO AS
<br /> DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED
<br /> TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN as complying with the Florida
<br /> 4)SEE SHEET 15 FOR OPTIONAL EGRESS LOCK DETAILS. Building Code
<br /> Group Anchor Substrate Min-Edge Min. 4)
<br /> 17-0411.09
<br /> Distance Embedment' L(Il tr/trr
<br /> 3 .` Y N r. Nkdred 01. Data: R-loon: Expiation Date 09/24/2020
<br /> E 2-1/2'x.131'Common Nag P.T.Southern Pine(S(i 0.55) /6' 2-7116' �� ....-?V� , r
<br /> •��'•• GEN JR 03/27/17 NO CIUNG'ES TMS SiffEL B
<br /> 2-12•Pongs hank Roofing Nail P.T.Saidhem Pine(SG�0.55) 3!8' 2-7/16' �\ L7 SF ' y
<br /> •••F MlamWad raduet Conlro
<br /> P.T.Southern Pine(SG=0.55) 1/2' 1-38' � Q.:• •••��� R.Nr.d Br Data: Reriabn:
<br /> #10 Tnuahead SMS gluminum,6063-T5' 3/8" 0.050' _* No.68705
<br /> (steel, S.S. Steel Stud,Gr.33' 3/8- 0.0451'(18 Ga) •'*-
<br /> a 4100 B.S,S.) —•G — m Pvarption; Drsm By:
<br /> F Steel,A364 3ra• o.aso• =73 s1t3711T-:tij= GLASS/ANCHORS/FRAME OPTIONS J ROSOWSK(
<br /> P.T,Southern Pina(SG=0.55) 9l16' 1-3/8' 'MIN.OF3 �� ' [41 11770 TECHNOLOGY DRIVE
<br /> #12 SMS THREADS ��C` '•,!ZORIDP..•' \?� N.VEMCE,FL 34275 RUe: Date:
<br /> Aluminum,6063-T5' 316, 0.063' BEYOND THE i S G
<br /> (steel,
<br /> or 1 -8S.S S Steel Stud,Gr.33' 3/8' 0.05V SWAATRATE. ,''rsjONAL1E � (941�46�remHis iavro®,mc HORIZONTAL ROLLERS NI wnarng t� 05/15R15
<br /> steel,A38' 310' o,oso' ALyNN MfLLER P.E CERT.OFAUTH.#29296 HR-5410 NTS 2 OF 15 MD-HR5410-01 I B
<br /> P.E.A SB705
<br />
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