|
TABLE 1:ALLOWABLE GLASS TYPES TABLE 4:INDEX OF INSTALLATION METHODS PER FRAME TYPE "
<br /> Glass Dowd Oon sled from Wader to interior) Frame Glass
<br /> ,fie P (U n Inat111s6on
<br /> Types Options Substrate Option Detail Sheet
<br /> GLASSTYPES 1&3 MAY Conditions
<br /> 1 314"I.G.:118"A Exterior Cap+1/2'Air Space+118'A Exterior Cap NOT BE USED IN THE (sae Fit;B) (we Table t)
<br /> 2 3/4"I.G.:116"T Exterior Cep+I&Air Space+1I8'T Exterior Cap a HVHZ ABOVE 30'. Through the ....into 2X Wmd FmmoBuckstrip-sheet 4,option 5
<br /> 3 3/4"I.G.:3/16'A Exterior Cap+3/8'Alr Space+3116"A Exterior Cap J-Chan integral tin-•••-. ...:Shin Metal-sheet 4,option a
<br /> 4 314°LG.:311E T Exterior Cap+31W Air Space+3116'T Exterior Cap (tit) 1 4 Through the frame-..Mo 2XWmd Framel0uckstrip-sheet 4,option 6
<br /> SEE SHEET 6.TABLE 5 FOR GLAZINGIDESIGN PRESSUREIANCHORAGE INDEX Material Min.Fx Min.F. oftile weMow...... •,-into Metal-sheet 4,option 7
<br /> Steel Screw B2 ksi 120 ksi into 2XWmd Fremel8uckstrip-shed 3,option 1
<br /> 163 Screw 60 ksl 95 ksi Flange 1-4 Through the tame ..--info Ooncrote/CMU-shoal 3,option 2
<br /> 410 Screw 90 kst 110 ksi (42) afthe window...... ••••through 1XBuekstrip into Comretett731.1-sheet 3,option 3
<br /> TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME Elco Aggre-Gataro 57 ksi 95 ksl ...alto Metal-sheet 3,option 4
<br /> Min.Edge Min. 410
<br /> LntmCarM 155 ksi 177 kel Through the ....into 2XWmd Frame/Buckstdp-street 4,option 5
<br /> GroupAnchor Substrate 410 SS Elm CreteFlax® 127.4 ksi 189.7 ksl integral Fin integral fin...... ..-Imo Kleist-sheet 4,ophan 8
<br /> Distance Embedment' 606345 Aluminum 18 ksi 22 ksl 1-4
<br /> (iK)) Through the Trams ....Into 2XWmd FremeBuckstdp-sheet 4,option e
<br /> P.T,Southern Pine(SG-0.55) 7116" 1.318" A38 Steel 36 ket 58 ksi ofthe window...... ••,•into Metal-sheet 4,option 7
<br /> #10 SMS' Steel,A361 3/8° 0.050° 1 Gr.33 Steel Stud 33 ksi 46 ksi o 7XWood FremeBuckship-sheet 3,option 1
<br /> (steel,1B-8 S,S- Steel Stud,A653 Gr.33' 318" 0.0451° 18 Ga. Box/ .rn option 2
<br /> ( ) Through the tams .-.,ido CmcmtelCMU-sheet 3,
<br /> W 410 S.S.) •MIN.OF3 EquapLeg 1-4 olthewhrdea...:.. ....through 1XBucksldp Into ConerdafCMU-sheet 3,option 3
<br /> A Aluminum,6063-T5• 3/B` 0.0.50° THREADS BEYOND (94)
<br /> P.T.Southern Pine(SG=0.55) 7/16" I-=" THE METAL. into Metal-sheet 3,option 4
<br /> 3/16"steel Ultracon Concrete(min.2.85 ksi) 1" 1-W8` SUBSTRATE.
<br /> Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4"
<br /> P.T.Southern Pine(SG=0.55) 911E 13/B" CMU.VALUES
<br /> #12 SMS _ Steel,A36• 3/8° 0.050" MAY BE USED FOR
<br /> B (steel,1B-8 S.S. Steel Stud,A653 Gr.33• 3/8' 0.0451"(18 Ga.) GROUTED CNN FIGURE B:FRAME TYPES
<br /> Or 410 S.S.) APPLICATIONS.
<br /> Aluminum,6063-TS' 3!8' 0.063' Q�
<br /> Concrete in.2.85 kB) 1" 13/4' �o
<br /> 1/4'steel Ultlacon �l7 �U
<br /> C Urigrouted CMU,(ASTM G90) 2-1l2" 1-i/4"
<br /> 1/4"steel Creteflex Concrete(min.3.35 ksi) 1" 13/4° INSTALLATION NOTES SEE SHEETS 3&4 FOR ILLUSTRATIONS:
<br /> 1/4"steel Ultracon Concrete(min.285 ksi) 2-1/2" 1 V4" 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON 80X OR
<br /> 1/4"side!Ultmcon P.T.Southern Pine(SG=0.55) 1" 1318" TABLES 2&3,THIS SHEET.FOLLOW EM OPTION
<br /> SHOWN
<br /> EDGE FLANj.E E LEG
<br /> 1/4°Steel Creteflex Concrete min.3.35 Re!) 2-1/2' 1314" DISTANCE LIMITS.ANY INSTALLATION OPTION SHOWN PvIHY BE
<br /> ( USED ON ANY 310E OF THE WINDOW.
<br /> D 1/4"steel Creteflex Ungrouted CMU•(ASTM C-90) 2-1/7 1-1/4"
<br /> P.T.Southern Pine(SG=0.55) 1" 1318" 2)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE
<br /> QU
<br /> steel AggreGator Concrete(min.3.275 ksl) 1-1/2" INIS SHEET.ALL WOOD BUCKS LESS THAN 1-112-THICK ARE TO
<br /> BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE e
<br /> 114"Steel Aggre-Gator P.T.Southern Pine SG=O. 1" 3!E OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD
<br /> GroutedCMU,(ASTMC-90) 7 7 BUCKSQEPICTEDA52XARE1-1l2THICKORGREATERIXANDZX 1 0 0
<br /> BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY
<br /> TRANSFER LOADS TO THE STRUCTURE,WOOD BUCK DESIGN AND INTEGRAL
<br /> INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR J-CHANNEL
<br /> ARCHITECT OF RECORD. FIN
<br /> VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED TO AS
<br /> DAYLIGHT OPENING)13 MEASURED FROM BEADING TO BEADING. PRODUCT REVISED
<br /> TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FINT as complying with the Florida
<br /> 4)SEE SHEET 15 FOR ORTIONALEGRESS LOCK DETAILS. Building Code
<br /> Grou Anchor Substrate Min.Edge Min. NOA-No. 17-0411.09
<br /> P Distance Embedment � ReKred W. Delta, Expiration Date 09/24/2020
<br /> N � n:
<br /> E 2-1/2°x.131'Common Nall P.T.Soulhem Pine(SG-0.55) 318' 2-7/18" .� pN,.,,. N,� �i� J R 03/27/17 NO CHANGES THIS SHEET. By
<br /> 2-12'Ring-shank Roofing Nell P.T.Southern Pine(SG=0.55) 318' 2-711E ` ' OCENSF-��(' Mlaml-Da roduct Goat
<br /> ro
<br /> P.T.Southern Pine(sG=0.55) 1/T 318"-- ---1 --- •,� - Revuad Qr Date: ReviaO"'
<br /> #10 Trusaheed SINS - No.56705
<br /> (steel,18-8 S.S. Aluminum,6083-T5' 3/8' 0.050' _ •TE=_
<br /> Steel Stud,Gr.33• 318" 0.0451'(18 Ga.) - ® D—liutlen: Q1—a W'
<br /> P or 410 S.S.) steel,A38' 3f8' 0.050" -A 3. f =
<br /> 'MIN.OF3 -p � GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI
<br /> P.T.Southern Pine(SG=0.55) oils,
<br /> 1311)' THREADS T •. F ((/ 1070 TECHNOLOGY DRIVE nBe:. Dane
<br /> #12SMS Aluminum 60w-T5• 3/8' DAM' BEYOND THE ii��s••••[ORIUi;.•••G, N VENICE,F7.34276
<br /> (steel,le-B s,s, METAL �`S�ONA4 E?�`� ���o�7�Mmg�a� HORIZONTAL ROLLER-NI 05/15R15
<br /> or 410 S.S.) Steel Stud,Gr.33' 3/8' 0.050" SUBSTRATE. 7v7/f ll tl llltt Pxiilrra rrEssaveo Sed"/N°deh Scale: Shot Droafng No. Raw.
<br /> Steel,A36' 318' 0.050° A.LYNN MN.ER,PE CERT.OF AIITH.02M6 HR-5410 NTS 2 OF 15 MD-HR5410-01 I B
<br /> P.EJt 56705
<br />
|