|
TABLE I:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE
<br /> Frame Glass
<br /> "A
<br /> Glass Description(Listed from Exterior to Interior) Installation
<br /> '=ANNEALED Types Options option DelonDelonSheet
<br /> Type "W=HEAT STRENGTHENED (sec Fig B) (oca Table 1) Conditions
<br /> LG.6 7/8"Laminated :1/8"A Exterior Cap+7116"Air Space+5/16"Laminated;(2)Lites of 1/8'A Glass with.090"PVB intertayer 'P=TEMPERED
<br /> e Fla-Laminated LG.:1nr T Exterior Cap+7116'Air Space+5116"laminated;(2)Utes of 1/8"A Glass with-090'PVB Intertayer "PVB"=.09T TROSIFOL0 PVB Through the ....Into 2X Wood Frame/Buck
<br /> -sheet 4,option 5
<br /> 8Y KUWAY AMERICA,INC. J•Chaeoneh integral fin...... ....Into Meted-sheet 4,option a
<br /> 7 718"Laminated I.G.:311G A Exterior Cap+3/8'Air Space+5116"[am(nated;(2)Lites of 118'A Glass with.090'PVB intedaye[ 1-4
<br /> (gt) Through the(tame....�2X Waod FramelBudcsthip-chest 4,option 0
<br /> 8 7/8"Laminated I.G.:3/16°T Exterior Cap+318"Air Space+ill 6"Laminated;(2)Utes of 1/8"A Glass with.090'PVB Interayer SG"_ INT LAY R UY KUp of the wludow...... Into Metal-sheet 4,opton 7
<br /> INTERI.IIYER BY KURARAY
<br /> 10 71V Laminated LG.:1/8"T Exterior Cap+7/tE"Air Space+&IT iaminated;(2)LAOS of 1/8 H Glass with.099'SG Intertayer AMERICA,INC. into 2X Wood Frame/Buckstrip-sheet 3,Option f
<br /> 11 7/e'Laminated I.G.:3/16'A Exterior Cap+3w,Air Space+5/16"Laminated;(2)Liles of lie'H Glass with.090"SG Intedayer Flange 1-4 Through the frame...We Concrete/CMU-sheet 3,Option 2
<br /> 12 7/8"Laminated I.G.:3/16-T Exterior Cap+3/8"Air Space 5/16'Laminated;(2)Lites of 1/8"H Glass with.090•SG Imerlayer (rfL) of the window...... ,,.,through 1X8uckstdp into Concrere/CIAU-sheet 3,option 3
<br /> GLASS TYPES 5,7,1 t&15 ....Into Metal-sheet 3,Option 4
<br /> 14 718'Laminated LG.:118"T Exterior Cep+5t16"Air Space+7116"Laminated;(2)Liles of 3116"A Glass with.CAB SG Intedayer MAY NOT BE USED IN THE Thyme the „ hrD 2X Woad FramelBuckstdp-sheet 4,Option 6
<br /> 15 778'Laminated LG:3t16'A Exterior Cap+114"Air Space+7116"Laminated;(2)Lites of 3116°A Glass with.090"SG Inteeiayer FtVHZ ABOVE W. q_ � Integral dn...... ,,,,Into Metal-sheet 4,option 8
<br /> 16 718"Laminated LG.:all6'T Exterior Cap+1/4"Air Space+7116"Laminated;(2)Utes of3116"A Glass With.090"SG intertayer 1-4 into 2XWood FrametBuokstd ahsot 4,o tion 8
<br /> Through the frame p P
<br /> SEE 54EET 6,TABLE 5 FOR GLAZINGIDESIGN PRESSUREIANCHO AGEINOEYL of the window_---.,,,,into Metal-sheet 4,option 7
<br /> ....Into 2X Wood Framefsuckstdp-sitexY 3,Option 1
<br /> TABLE 2:ALLOWABLE ANCHORS GHTHEFRAME Box/ Through the frame••••Into Ouncrete/CMU-sheet 3.option 2
<br /> Substrate Min,Edge Min. "MIN.OF 3 Material Min.Fy Min.Fu Equat-Le9 1-4 of the vAndaw...... Borough 1X Buckstrip into CorwretdCMU-sheet 3,option 3
<br /> Group Anchor Distance Embedment THREADS (N4) -"eetA
<br /> BEYOND THE Steel Screw 92 w 120 ksi ...rota Metal-sheet 3,option 4
<br /> #10 SMS P.T. I[An m Pine(SG=0.55)- 7116 t METAL 28$Screw How S5 ksi
<br /> Steel,A36` 3/B" 0.0w, SUBSTRATE. 410 Screw 90 ksl 110 ksi
<br /> (Steel,16-8 S.S. Steel Stud,A=Gr.33" w TO451'(18 Ga.) Eko A gm-GatorO 67 ksi 96 ksi
<br /> A or 410 S.S.) `UNGROUTED Efso UitraCare 155ksi 1T7 ksi FIGURE B:FRAME TYPES
<br /> Aluminum,6063-T5" 3t8' 0.050" CMU,VALUES
<br /> P.T.Southern Pine(SG-0,55} 711G' 13/8" MAYBE USED 410 SS Eloo CreteFlaxal 127.4 kafi t89.7 ksi
<br /> 22 ksi ifi ksi
<br /> 3116"steel UHTm2ran Concrete(min.2_85 KSi) I 1.3/8" FOR GROUTED -T5 Alumim,m 'y7
<br /> CMU A35 Steel 36 ksi 58 ksi
<br /> Ungrouted CMU,(AS I M C,SO) 2.112" 1-1/4" APPLICATIONS. Gr.33 Stce!Saud 33 ksi 45 ksi 2 4 1
<br /> #12 SMS P.T.Southern Pine(SG-0.55) 9/16° 13d8"
<br /> Steel,A36' 318, 0.050" BOX OR
<br /> S (steel,18-8 S.S. �n.
<br /> EQUAL-
<br /> or 410 S.S.) Sleet Stud,A653 Gr.33" 3/8' 0,0451'(18 Ga.) FLANGE
<br /> Aluminum,60�iT5" 3/8' 0.063" INSTAt IATION NOTES SEE SHEETS 3&4 FOR ILLUSTRATiONs: LEG l)
<br /> 1/4"steel URraeOn Concrete(min.2.85 ksi) 1° 13/4" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLES
<br /> C Ungrouted CMU,(ASTM C-W) 2-1f2" 1-1/4" 2&3,THIS SHEET_FOLLOW EMBED14ENTAND EDGE DISTANCE LIMITS.
<br /> ANY INSTALLATION OPTION SHOWN MAYBE USED ON ANYSIDE OF THE
<br /> 174 steel Crateftex Concrete(min.3.35 ksl) 1' 13/4 WINDOW.
<br /> 1/4'steel Ultmeon Concrete(min.2.85 ksi) 2412" 1314"
<br /> 1/4"steel UltraOpn P.T.Southern Pine(SG=0.55) 1" 1318" 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2,
<br /> THIS SHEET,ALL WOOD BUCKS LESS THAN 1-1l2"THICK ARE TO BE 3
<br /> 114°6teE(Geteflex Concrete(min.3.35 ksi) 2-i12' 1-34" CONSIDERED 1X INSTALLATIONS,tX WOOD BUCKS ARE OPRONAL IF 1
<br /> D 114"StOd G[ete$px Ungmuted CMU,{ASTM C JO} 2112" 1-114" UNIT IS INSTALLED DIRECTLY T4 SUBSTRATE.WOOD BUCKS DEPICTED J•CH_EL INTEGRAL
<br /> P.T.Southem Pine(SG=0.55) 1' 1318" AS 2X ARE 1-1/2-THICK OR GREATER.IX AND 2XBUCKS(WHEN USED) FIN �
<br /> 114'steal Aggfefiaatar Concrete min.3.275 ksi t-1/2" 13 8" SHALL BE DESIGNED TO K DESIGN AND INSFERTAL LOADS IS THE c
<br /> ( J STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE `_...� JII !
<br /> 114"steel A re-Gorton P.T.Southam Pine SG=0.55) 1" RESPONSrBtLiTY OF THE ENGINEER ORARCHITF OF RECORD.
<br /> Grouted CMU,(AS TM C 90} 2 2°
<br /> 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS DAYLIGHT PRODUCT REVISED
<br /> OPENING)IS MEASURED FROM BEAUIVG TO BEADING. as comphying with the Florida
<br /> TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN Bundle,Cade
<br /> Group Andhar SUbsfrata Min. �EMbe
<br /> A)SEE SHEET IB FOR OPTIONAL EGRESS LOCK DETAILS. NOA-Nor. 77-041'1.08
<br /> Dttna Revised By, Date: R viaan: P.xplraton nate0912412020
<br /> E 2-1/2'x.131°Common Nail P.T.Southem Pine(SG=0.55) WIT �V ANY LYAfIV �7i JR 03/27/17 No OflANSESTNis sNEEr.
<br /> Z1tY icing-shark Roofiirn Nail P.T.Southern Pine(SG-a55) 318" 2 7/t6" `�� ti� By
<br /> \ �S• 1,10EMS -.{ Revered or. Berm Reviefow Miser-D o Product Contra )
<br /> P.T.Southern Pine(SG=0.55) ti2" 13t6 4; .<0-
<br /> #10 Tmsshead SMS Aluminum,6063•15' 318' 0.050' No.58705
<br /> (steel,18-8 S.S. Steel Stud.Gr.33" 3/8" 0.0451'(18 Ga.) *_ o Dascrrptram o1vW"
<br /> nualBs.s.) Steel, 3f8' o.D50 OLASSfANCHORSIFRAME OPTIONS J ROSOWSKE !
<br /> F `MIN,OF3 1,t �hla�:
<br /> f(Y� I
<br /> P,T.Southern Pine(SG=0.65) 9116' 1.318" THREADS G"r . ,; N.VEMC'HNOLOGY DRIVE 7ilfa: Dote: S
<br /> fl12SMS Altmilnum,6063T5' 318 0.063 BEYOND THE �� a k/� N.YHdICE,FL34275
<br /> i FS'•.,tORtOP,.•''\C�: (saf}4&atsoD HORIZONTAL ROLLER-LM 05 15 15
<br /> (stcel,188S.S. SteeiStUd,Gr.33' - 318 0.050' METAL ��� Sf ��?��� COPYRGWOXII7Ppr�JeMIMNo
<br /> rx 4f0 S.S.) SUBSTRATE. 7�tr OVAL E �� Au.tuoxtsxssssysn SadmfXodaL Scale: sheet tNaria+g NO. Rev:
<br /> Steel,A26- 318° 0.050" A!Lyly1 yi01.�a,P.E DEPT.OF A11TH.k20298 HR-5510 NTS 2 OF 18 MD-HR5510-01 B
<br /> P.FJt58705
<br /> . i
<br />
|