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TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame
<br /> Glass Description(Elated from Exterior to Interior) Design Pressure Types Options Configa Shapes Installation Options that may be used
<br /> Type Table# Sheet#
<br /> (see Fig B) (see Table 1) (see Fig A) (see Fig C)
<br /> 5 7/8"Laminated I.G.:1/8"A Exterior Cap+7116'Air Space+5116"Laminated;(2)Liles of 1/8'A Glass with.09D'PVB Intedayer 4,5 6
<br /> 6 7/8'Laminated I.G.:118"T Exterior Cap+7/16'Air Space+6116'Laminated;(2)Utes of 1/8"A Glass with.090'PVB Intedayer 4,6 6 ....into 2X Wood Freme/Buckstrip-sheet 3,option 1
<br /> Equal-Life, Square/Rect., into Concrete/CMU-sheet 3,option 2
<br /> 7 7/8'Laminated I.G.:3116'A Exterior Cap+318"Air Space+5116'Laminated; Lites of V8"A Glass with.ow PVB Inleria er 4,6 6 Flange Through the frame p'
<br /> P (2) >' #2) 5-16 Oriel/Provtew Arch-Top& of the window:'-:.
<br /> 8 7/6'Laminated I.O.:3116"T Exterior Cap+3/8"Air Space+5116"Laminated;(2)Lites of 1/8"A Glass with.090'PVB Intedayer 4,6 6 ( &Cottage Radius Top ---.through 1X Buckstrip into Concrete/CMU-sheet 3,option 3
<br /> 9 7/8°Laminated I.G.:1/8"A Exterior Cap+7116"Air Space+5f16'Laminated;(2)Lites of 118"H Glass with.090"SG Intedayer 7 7 ....into Metal-sheet 3,option 4
<br /> 10 7/8"Laminated I.G.:1/8'T Exterior Cap+7/16"Air Space+5/16'Laminated;(2)Lites of 1/8'H Glass with.09D'SG Intedayer 7 1 7 ....into 2X Wood Frame/Buckstrip-sheet 3,option 1
<br /> 2 Lites of 119"H Glass with.090"SG Intedayer Box/ Equal-Lite, Arch-ep& Through the frame ....into ConcretalCMU-sheet 3,option 2
<br /> 11 7!B'Laminated I.G.:3/16'A Exterior Cap+3/8"Air Space+5I16'Laminated;() y 7 7 � g
<br /> Equal-Leg 5-16 On College
<br /> Arch-Tap of the window...... through 1X Buckstrip into Concrete/CMU-sheet 3,option 3
<br /> 12 7/8'Laminated I.G.:3/16"T Exterior Cep+3/8"Air Space+5/16'Laminated;(2)Lites of 1/81 H Glass with.090°SG Intedayer 7 7 (#4) &Cottage Radius-Top
<br /> 13 7/8"Laminated I.G.:1/8'A Exterior Cap+5116"Air Space+7/16"Laminated;(2)Lites of 3116'A Glass with.090'SG Intedayer 8 7 ....into Metal-sheet 3,option 4
<br /> 14 7/8"Laminated I.G.:1/8"T Exterior Cap+5116"Air Space+7/16"Laminated;(2)Lites of 3/16"A Glass with.090"SG Intedayer 8 7 Through the ....into 2X Wood Freme/Buckstrip-sheet 4,option 5
<br /> Equal-Lite, SquarelRect.,integral fin...... ....into Metal-sheet 4,option 7
<br /> 15 718"Laminated I.G.:3116'A Exterior Cap+1/4"Air Space+7116"Laminated;(2)Lites of 3/16"A Glass with.090'SG Intedayer 7 7 J-Channel P
<br /> #1 5-8 Ori Cottage
<br /> Arch-Top 8 ,,,.into 2X Wood Frame/Buckstri sheet 4,option 6
<br /> 76 7/8"Laminated I.G.:3/16"T Exterior Cap+1/4"Air Space+7/16"Laminated;(2)Lites of 3116"A Glass with.090'SG Intedayer 7 7 ( ) &Cottage Radius Top Through the(rams P- P
<br /> of the window...... ....into Metal-sheet 4,option 8
<br /> TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME 1 GLASS TYPES 5,7,9,11,13 Through the ....into 2X Wood FramelBuckstrip-sheet 4,option 5
<br /> &15 MAY NOT BE USED IN Equal4 ire, Square/Rect.,integral fin......
<br /> Min.Edge Min. Integral Fin e9 into Metal-sheet 4,option 7
<br /> Group Anchor Substrate Distance Embedment THE HVHZ ABOVE 30'. (3) 5-8 OrieVProuew Arch-Top& Through the trams ---into 2X Wood Frame/Buckstrip-sheet 4,option 6
<br /> &Cottage Radius-Top 9
<br /> P.T.Southern Pine(SG=0.55) 7/16" 13/8"
<br /> of the window...-.. ----into Metal-sheet 4,option 8
<br /> #10 SMS Steel,A36' 3/8" 0.050" 'MIN.OF 3
<br /> (steel,0 S,S.S. Steel Stud,A653 Gr,33' 3/8° 0.0451°(18 Ga.) THREADS
<br /> BEYOND THE FIGURE A FRAME CONFIGURATIONS FIGURE B:FRAME TYPES
<br /> or 1,1 S.S.) 'A"=ANNEALED
<br /> A Aluminum,6053-T5• 3/8" 0.050' METAL O O "TH"=HEAT STRENGTHENED
<br /> P.T.Southern Pine(SG=0.55) 7116" 13/8" SUBSTRATE. =TEMPERED
<br /> 3/16"steel UIVaCOn Concrete(min.2.85 ksi) 1° 1-3/8' VB
<br /> "UNGROUTED �i/ Y KURARAYTAMERICA,INC.
<br /> Ungrouted CMU,(ASTM C-90) 2-11T 1-1/4" CMU'VALUES
<br /> P.T.SouthernPine(SG=0.55) 91161 13f81 MAY BE USED "$G"_.090"SENTRYGLAS®
<br /> #12 SMS Steel,A36• 3/8" 0.05W FOR GROUTED %/�� J-CHANNEL INTEGRAL FIN INTERLAYER BY KURARAY
<br /> (steel, S.S. Steel Stud,A653 Gr.33' 3/8' 0.0451"(18 Ga.) AP AMERIC
<br /> APPLICATIONS. '- O O A INC.
<br /> or 4100 S.S.S J
<br /> g S Aluminum,P ne(SG• 31. 1.3/8" lu
<br /> EQUAL-LITE ORIEL COTTAGE
<br /> 1/4°steel Ulhacon P.T.Southern Pine(SG=0.55) 1' 13/8"
<br /> 1/4"steel Creteflex P.T.Southern Pine(SG=0.55) 1" 13/8° 1 FIGURE C:FRAME SHAPES
<br /> 1/4"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1° 1318" BUCK WIDTH BUCK WIDTH —-I BUCK WIDTH f►— FLANGE BOX OR EQUAL-LEG
<br /> Concrete(min.2.85 ksi) 1' 13/4° — ---- '-"-- ---'
<br /> 1/4'steel Ultmcon i
<br /> C Ungrouted CMU,(ASTM G90) 2-1/2° 1-1/4° _ _ _ Material Min.Fy Min.Fa
<br /> 1/4"steel Creteflex Concrete min.3.35 ksi 1" 13/4° O O r O T Steel Screw 92 ksi 120 ksi
<br /> 1/4"steel Uitracon Concrete(min.2.85 ksi) 2-1/2" 1314" w
<br /> 18-8 Screw 60 ksi 95 ksi
<br /> Concrete(min.3.35 ksl) 2-1/2 1-3/4" Y Y W Y O=
<br /> 1/4"steel Creteflex o O = o w 410 Screw 90 ksi 110 ksi
<br /> D Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" � u
<br /> Concrete min.3.275 ksi) 1-1/2° 13/8" 1m1 m w m x Elco Aggre-Gatorm 57 kai 96 ksi
<br /> re
<br /> 1/4°steel Aggre-Gator Growled CMU, .3.27STM C-90) 2° 2° 1 i i i - Elco UltraCar� 155 ksi 177 ksi
<br /> RECTANGULAR RADIUS-TOP ARCH-TOP 41006-TSElc uminuCrateFlez® 127.4 ksi 189.7kai
<br /> 6063-T5 Aluminum 76 ksi 22 ksi
<br /> WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steel 36 ksi 58 kai PRODUCT REVISED
<br /> TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN
<br /> BY INSCRIBING THE SHAPE IN BLOCK AND OBTAINING DESIGN PRESSURES Gr.33 Steel Stud 33 Ike: ksi Es canpty➢ug with the Florida
<br /> Group Anchor Substrate Min.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6 70. BolldmS Code
<br /> Distance Embedment I I Acmptmce trio l
<br /> ��� /yr Ravision: xpirati n Dme
<br /> E 2-1/27 x.131"Common Nall P.T.Southern Pine(SG=.55) 3/8" 2-7/16" �� �tJY LYN11/M
<br /> 2-112"Ring-shank Rooting Nall P.T.SouthernPine(SG=.55) 3/8" 2-7/16" "e�;:''�10EN$F'•%(��� ANCHORS RE-GROUPED. M;,, DadeProdacrCwdral -
<br /> P.T.SouthernPine(SG=.55) 1/2' 13/8" Q: -JR-06/06/17 (J
<br /> #10 Trusshead SMS -T 3l8" 0.050°
<br /> * No.58705
<br /> (steel,1& S.S. Aluminum,6063 .*= j
<br /> Steel Stud,Gr.33' 318" 0.0451"(18 Ga.) - = Description: ao"'"W.
<br /> 410 S.S.)
<br /> F Steel,AM 318° 0.050° _� = (, = 107oTECHNDLoovDRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI
<br /> T.
<br /> IN.OF 3
<br /> THRE p f w
<br /> P. Southern Pine(SG=.55) 9/16" 13/8' ADS ���'•• STE N.VENICE,FL 34275
<br /> O ((/ 7ater _
<br /> #12SMS Aluminum,6063-T5 3/8" 0.063" BEYONDTHE �OR1OP.•'• \�� (�11a8o-1600
<br /> (steel,18-8 S.S. METAL ' sS-0••• tJG�� COPMe�o�t� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15
<br /> Steel Stud,Gr.3W 3/8" 0.050" / E
<br /> or 410 S.S.) SUBSTRATE. /////1N1111A�-111ttt�x AM�N�es INC Seriae/Model: Scale: Sheet DmWg No. Rer.
<br /> Steel,A36• 318" 0.050" A.LYN/JMILLER,RE SH-5500 NTS 2 OF 13 MD-SH5500-01 B
<br /> P.E.#58705 CERT.OF AUTH.029M
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