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TABLE 1:ALLOWABLE GLASS TYPES
<br /> Glow Design Pressure Frame Glass Frame Frame
<br /> Type Description(Listed from Exterior to Interior) Table III Sheet# Types Options Conflge, Shapes Installation Optionsthat may be used
<br /> (see Fig B) (see Table 1) (see Fig A) (see Fig C)
<br /> 1 314"I.G.:1/8"A Exterior Cap+11T Air Space+118"A Exterior Cap 4 6
<br /> 2. 314"I.G.:118"T Exterior Ca +1/2"Air Space+118"T Exterior Ca 4,5 6,7 into 2X Wood Frame/Buckstrip-sheet 3,option 1
<br /> P P P Equaliite, SquarelRect.,
<br /> Flange Through the frame ....info Concrete/CMU-sheet 3,option 2
<br /> 3 314"I.G.:3116"A Exterior Cap+316"Alr Space+3116'A Exterior Cap 4,5 6,7 1-4 Oriel/Proview Arch Top 8 ofthe window..-...
<br /> 4 314^I.G.:3/16'T Exterior Cap+3/8"Air Space+3/16'T Exterior Cap 4,5 6,7 ( ) 8 Cottage Radius Top „into Mete!aheetthrough IX t3Poption into Concrete/CMU-sheet 3,option 3
<br /> "A'=ANNEALED:'r-TEMPERED
<br /> ....Into 2X Wood FramelBuckstrip-sheet 3,option 1
<br /> Box! Equal-Life, Square/Rect., Through the frame ....Into Concrete/CMU-street 3,option 2
<br /> Equal-Leg 1-4 Oriel/ProHew Arch-Tap 8 of the window...... through 1X Buckstdp into ConcretelCMU-sheet 3,option 3
<br /> rARLE •ALLOWABLE ANCHORS THROUGH E FRAM (#4) 8 Cottage Radius-Top
<br /> Min.Edge Min. Material Min.Fr Min.F. ....into Metal-sheet 9,option 4
<br /> Group Anchor Substrate Through the into 2X Wood Frame/Buckslrip-sheet 4,option 5
<br /> Distance Embedment* Steel Screw 92 ksi 120 ksi 16-B Screw 60 ksi Equal-Lice, Square/Rect.,
<br /> integral fin...... � .,,,into Metal-sheet 4,option 7
<br /> P.T.Southern Pine(SG=0.55) 7/16' 1-318" crew s
<br /> I8" ksi J-Channel 1 al-4 OdeVPrew Arch Tap 8
<br /> #10 SMS 410 S 90 ksi 110 ksi (#1) Through the frame -
<br /> #10 2X Wood FramelBuckstrip-sheet 4,option 6
<br /> Steel,A36' 3/8' 0.050' &College R�ius-Top
<br /> (steel,16-8 S.S. Steel Stud,A653 Gr.33` 3/8° 0.0451'(18 Ga.) Elco Aggre-GatodD 57 ksi 96 ksi of the window.....- ,...into Metal-Sheet 4,option 8
<br /> or 410 S.S.) Ebo UltraCorrHl 155 ksi 177 ksi Through the ....info 2X Wood Freme/8uckslrip-sheet 4,option 5
<br /> A Aluminum,6063-T5• 3/8' 0.050" 410 SS EIcD CreteFlex® 127.4 ksi 189.7 ksi Equal-Lite, SquarelReet.,integral fin.•-•.• into Metal-sheet 4,option 7
<br /> P.T.Southern Pine(SG=0.55) 7116" 1-318" Integral Fin
<br /> fi063T5 Aluminum 16 ksi 22 ksi 1-4 O&Cottage
<br /> ew Arch-Top& into 2X Wood Frame/BUckstri sheet 4, on 6
<br /> 3/16°steel Ultracon Concrete(min.2.85 ksi) 1' 1318" A36 Steel 36 ksi 68 ksi ( ) 8 Cottage Radius-Top Through the frame•••• P-sheet
<br /> CMU,(ASTM C-90) 2-1/2' 1-1/4" Gr.33 Steel Stuff 33 ksi 45 ksi of the window...... ,-„into Metal-sheet 4,option 8
<br /> #12 SMS P.T.Southern Pine(SG=0.55) 9116" 1318" FIGURE A FRAME CONFIGURATIONS FIGURES:FRAME TYPES
<br /> Steel,A36• 3/8' 0.060'
<br /> (steel,188 S.S. Steel Stud,A653 Gr.33` 3/8' 0.0451°(18 Ga.) ❑q ❑G—�
<br /> or 410 S.S.). D - D
<br /> 6 Aluminum,8063T5• -3/3° 0.063°
<br /> 114"steel Ultracon P.T.Southern Pine(SG=0.55) 1' 1-318" %/ 4 U
<br /> 1/4'steel Creteflex P.T.Southern Pine(SG=0.55) 1" 1-318'
<br /> 1/4'steel Aggro-Gator P.T.Southern Pine(SG=0.55) 1° 13/8" Box -
<br /> Concrete(min.2.85 ksi) 1° 1314" �/ FLANGE EOUAL
<br /> 1/4°steel Ultracon 7L LEG
<br /> C Ungrouted CMU,(ASTM G90) 2-112" 1-1/4"
<br /> 1/4'steel Creteflex Concrete(min.3.35 ke) 1" 13J4" EQUAL-LITE ORIEL COTTAGE
<br /> 0
<br /> 114"steel Ultracon Concrete(min.2.85 ks) 2-1/2' 1.3/4" FIGURE C:FRAME SHAPES
<br /> Concrete(min.3.35 ksi) 2-1/2" 1314"
<br /> 1/4'steel CretefleX —��BUCK WIDTH —�BUCK WIDTH,f--�BUCK WIDTHI--
<br /> D Unrouted CMU,(ASTM 2-1/2° 1-1/4'
<br /> C T i I O
<br /> Concrete min.3.275 ksi)
<br /> 1-1l2° 13l8° t I
<br /> t/4'steel Aggre-Gator Grouted CMU,(ASTM G90) 2'
<br /> MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. _ N-
<br /> W INTEGRAL
<br /> 'UNGROl1TED CMU"VALUES MAYBE USED FOR GROUTED CMU APPLICATIONS. Lu
<br /> _ _ _ = O __ r- J-CHANNEL FIN
<br /> __RI -3-111
<br /> x
<br /> TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN RECTANGULAR RADIUS-TOP ARCH•TOP
<br /> Min.Edge Min. WINDOWSHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUC17MVISED
<br /> Group Anchor Substrate Distance Fmbedment4 BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING as complying with tho Fts(r(a
<br /> DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Building Codc
<br /> E 2-1/7 x.131"Cornman Nall P.T.Southern Pine(SG=.55y 318" 2-7116' THE TABLES ON SHE ErS 6-9. L I I I r f AecaptaAW No! •• ��e
<br /> / Revision: aomrion DWI, .1
<br /> 2-v2^Ring-shank Rooting Nail P.T.Southern Pine(SG=.55) 318• 2-7n6• �aON"(LYN/�/ �, / �9 L
<br /> P.T.Southem Pine(SG=.55) 20
<br /> 1/z• 13l6• �` 'C,: tcENs'••.! ANCHORS RE-GROUPED.
<br /> #10 Trusshead SMS Aluminum,6063 T5" 318° 0.050" t F LW
<br /> DadeYrudwit_ yT',, r
<br /> (shed;18A S.S. `-� -JR-06/06/17
<br /> Steel Stud,Gr.33• 318" 0.0451•(18 Ga.) �*r No.56705
<br /> or 410 S.S.) _ * m
<br /> F Steel,A38` 3/8° 0.050" - = 0�cr1p6ai_ Drmrn t?y:
<br /> #12 SMS P.T.Southem Pine(SG=.55) 9/16" 13/8' ;p•, it= 1owrECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI
<br /> (steel,1 BE S.S. Aluminum,6w3-T5' 318" 0.063" 'Q•'• OF170j N.VENICE,FL 34275
<br /> or 410 S.S.) Steel Stud,Gr.33• 3f8" 0.050" '• FS;••.!RORIOf+•.••G�2�;� (94tHBO.16W Tee' Dote:
<br /> Steel.
<br /> A3s• 316' 0.050• �'f.`s�ONAI���`� COPiljDlrr0�17 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15
<br /> 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. �'111 r r r t t 111`` ALLLRIG BIREs E S rfa°/Mod"L Scde: S�eE DrawLrg No. Raw.
<br /> A.LYNN MILLER,P.E. SH-5400 NTS 2 OF 12 1 MD-SH5400-01 I B
<br /> RE#68705 CERT.OF AUTH.#29290
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