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TABLE is ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE "
<br /> Glass Description(Listed from Exterior to interior) Ftam= Glass
<br /> 'typo Instilion
<br /> GLASS TYPESI&3 MAY ryp=s Options No Substrate Option Oetaif Sheet
<br /> 1 3/4'LG:1rfi"A Exterior Cep+1/2'Air Space+116'A Extedor Cap CoRdi6ons
<br /> NOT BE USED IN THE flee Fig Bi (�=Table 1j
<br /> 2 314'LG.:1/6'T Exterior Cep+1/21 Airspace+1f0'T Exledor Cep a HVHZ ABOVE 30'. Thnwgh the ....into 2XWood FmmatBuckstdp-5hac4 4,options
<br /> 3 314"I.G:3116'A EXteriCr Cap+318"Airspace+WIG`A Ectedor Cap J-Cnannet niagmi aa..... ....'udo Metal-shoal 4,option 8
<br /> 4 3+4'I.G;3116`TExterior Cap+3r"Air Space+3/16-TExterior Cap (31) 1-1
<br /> Through tho forma ..into ZX Wood Flamel5mi,sldp-sheet 4.option 6
<br /> SEE SHEET 6,TABLE FOR GLAZINGtl7ESIGN PRESSURVANCHORAGE INDEX. Matedal kiln.Fr M'r.L Fv of the mndow...... Into Mete[-sheet 4,option 7
<br /> • Steel Scraw 92 ksi 120 ksi ...dnla 2X Wood Fmme�Bucksuip-Sheet 3,opton t
<br /> 1843 Screw 60 ksl 95 ksl Fangs 1-4 Through the Irmo....into Cotmrota/CMU-shoot 3,opit..2
<br /> 410 Screw 90 ksi 110ksi 02) ,fit•..window...... ,--.Bpough lXBuckstrp we C—IGw CMU-stwel 3,opxbn3
<br /> TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME Eico Acyre-Galwe 57 it.,. 96 kst ...)nlo Metal-shoot 3,oplien 4
<br /> Min.Edge Min. Elco UbaC rAD 165 ksi 177 kel Th:dyh lho ....into ZXWmd FrmafDucksutp-sheet 4,up[ion 5
<br /> Group Anchor Substrate 410 SS Elco CreleFlexO 127.4 kci 189.7 ksl Integral Fin auepmi fin...... „ into Metal•sheet 4,option e
<br /> Distance Embedment 1-4
<br /> 8463 r Atvminum i6 it 22 ksi (4) Thrwgh the tame...into 2XWwd FmmeBuckstiip-5heeei 4,aMon6
<br /> #"10 5MS P.T.Sculham Pine(SG=0.55) 7J16' I318" A36 Steel 36 ksi 58 kaf of the window...... ,,into Natal-snaet 4,option 7
<br /> Sheet,R36° 318' 0.(15D° Gr.03 Steel Stud 33 ksi 45 ksi ...•)No 2X Wood Fteme/Buckstdp-sheet 3,option 1
<br /> (steel,1S.S.S. Steel Stud,A653 Gr.33' 318" 0.0451"(18 Ga.) Box f 'Ruaugh the flame....into Concrete/CA1U-shdM 3,apt tan 2
<br /> or 4S0 S.S.} 'UIN.OF 3 Equal-Log 1-4
<br /> A Aluminum,P ne(SG= '.,16" OA50• THREADS BEYOND (94) oftho window.,.... „.,through 1XBuckstnp Into COncmte/CMU-shoot 3,option 3
<br /> P.T.Southern Pine{85 ksi)5j 7 . 1318' THE METAL. ....into Metal-sheet 3,oction 4
<br /> 3/16'steei Ult2con Concrete(min.2.85 ksi} S" 13+6' SUBSTRATE.
<br /> Ungrouted CMU,(ASTM GPO) 2-7Y" 1-1/4" -UN(7t0UTE0
<br /> P.T.Southern Pine(SG=0.55) 9/16" "/a"
<br /> 02 Ski$ CMU•VALUES
<br /> B Steel,A36" 31a" 0.050" MAYBE USED FOR_
<br /> (steel,410 0 S.S.) Steel Stud,A653 Gr.33" 3/8" 0.0451'(18 Ga.) GROUTED CMU FIGURE B:FRAME TYPES
<br /> o
<br /> or 4 Aluminum,6063-T5` 3!8' 0,063` APPLICATIONS.
<br /> 1/4"steel Ultracon
<br /> Concrete(min.2.85 ksi) 1' 1-14' !�I
<br /> !�
<br /> C Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4" (D-
<br /> 1/4"steel Creleflreleflex Concrete(min.3.35 ksi) 1^ 1314" INSTALLATION NOTES.SEE SHEETS 3&4 FOR ILLUSTRATIONS: Ur
<br /> 114'steel UlUacon Concrete(min,2.85 ksi) 2-1f2' 13/4" 1)USE ONLY SUa57RA7E•APPROPRL47E ANCHORS LISTED ON
<br /> BOX OR �-
<br /> 1/4'steel UltrecOn P.T.Southern Pine(SG=0.55) 1' I-318" TABLES 2&3,THIS SHEET,FOLLOW EMBEDMENT AND EDGE FLANGE EOUAL-
<br /> IW steel CreteAe% CAnerete(min.3.35 ks!} 2-1/2' 1314" DISTANCE LIMITS.ANY INSTALLATION OPTION SHO'NN IxAY 6E i 'LEG
<br /> USED ON ANY SIDE OF THE WWDOW.
<br /> Ungouted CMU,(ASTM C-90) 2-112' 1-114" r P,' J
<br /> D I14"steel Crefeflex P.T.Southern Pine(SG=0.55) 1` 1318" 2)MASONRY ANCHORS aIAY BE USED INTO WOOD AS PER TABLE
<br /> 1/4'sleet Aggre-Galor Concrete(min.3.275 its[) 1-1/2' S•3/6" 2•THIS SHEET.AL L WOOD BUCKS LESS THAN 1-1�THICK ARE TO
<br /> BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE
<br /> i/4"steel Aggre•Gator P.T.Sou lhem Pine SG=0.85 1' 1318" OPTIONAL IF UNIT is INSTALLED DIRECTLY TO SUBSTRATE.WOOD
<br /> Grouted CMU,(ASTM C-90) 2' 2" BUCKS DEPICTED AS 2X ARE 1-i1T THICK OR GREATER IX AND 2X �'�__� I!
<br /> BUCKS(`MIEN USED)SHALL BE DESIGNED]TO PROPERLY 1 U( I �,"J '0
<br /> TRANBfER LOADS TO TH£STRUCTURE.W000 BUCK DESIGN AND
<br /> INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR J-CHANNEL INTEGRAL (v
<br /> ARCHITECT OF RECORD. t FIN
<br /> 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS rrr��+ `:A
<br /> DAYLIGHT OPENING)IS MEASURED FROM EEADINGTO SWING. � � PRODUCT REVISED
<br /> TABLE 3:ALLOWABLE ANCHORS THROUGH SHE INTEGRAL FIN (�.:r`� .�
<br /> Min.Edge Min. 4)SEE SHEET 15 FOR OFTIONALECRESS LOCK DETAILS. f-T °� =� s complying with the Florid,
<br /> Group Anchor Substrate Building Code
<br /> Distance EmbedmenP titnurrl NOA-Nu- 17-0411.09
<br /> E 2-1f7 z.131'Common Nab P.T.Satnh6m Pine(SG-0.55) 3/6' 2-7f18+ `� pNY,..Nry�r�� Re*'sed R1'+ p°ta •� Raviakn; Expiration Date 09/
<br /> 2412020
<br /> lr1h843SSMS ) �1I.P?� No.58D5 ,`j_% JR f OS t NOCHMIGE57HISSHEET. M
<br /> 21/2'AY -shank Roofing flail P.T.AIOhe�Pi6n0eS7o,0.5S 33 20-71 A` (2?(�,,,_.,, Mlomi-Da roduct control
<br /> esid
<br /> Ring-shank Rg ( ) g
<br /> ur
<br /> P.T.Southern Pine(SG=0.55 1/2- 13/8" ?3 Re.ts.d 8. D.I. Rn.;,to,�;
<br /> (steel. Steel Stud,Gr.33 3,8 0.4451 (18 Ga.}
<br /> or 410 S.S.) --0 - y Amcrrytioa; Ora-By.
<br /> F Steel.A36" 3r3• D.Osrr =7� ; TE� �� GLASS/ANCHORSlFRAME OPTIONS J ROSOWSK(
<br /> 'MIN.OF3 �Q 1 •:��
<br /> P.T.Southern Plne{SG=0.55) 9/76' 1-3i8- THREADS ''�` - F = 1070 TECHNDLOGY ORNE T,ttr. Dote:
<br /> #S2 SMS - ' ¢'+ '•.,COR*F,...
<br /> . \'�� N.VEMCE,FL 342TS
<br /> (steel,18.8 B.S. st el Sttsl6G�r.�a'i" .��ta- o. BEEYTOiD THE f'�,SSfp` -••',NG1' (941}400-1600 HORIZONTAL ROLLER-NI 05/15/15
<br /> cr 410 S.S.) SUBBTRa7c. /rrrNALttt��` CMrPoCjRoten Par aan;nlms.We.
<br /> Steel,A36' 318- 0.06W A LYNI MILLER,P.E. ALL Na Reseav Sede,�od.t swo - 51mac D—Ing Ra, Rev:
<br /> P.E.4$5705 CERT.OFA1T ,29298 HR-5410 NTS 2 OF 15 MD-HR5410-01 8
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