STOREFRONTS. Typical Details SCREW RACE JOINERY. Center Glazed Series B1. Interior Glazing (Shown with FF400 subsill) April 1998

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1 - SCREW RCE JOINERY NOTE: NP22 glazing gaskets are used on both sides of glass. Typical TYPICL ELEVTION / (2.) HC20 Optional Head nchor PS00 Optional Filler EC0 Subsill s End Closure Typical (0.) IS IS2 I-2 I-2 IM / (.) / (.) IM / min. (.) (0.) (0.) FRME WIDTH SS0 Optional Steel Stiffener FRME HEIGHT (0.) (0.) IM IS IS IH IH IM PS00 Optional Filler IM I-2 IS IM IS IS2 IS0 (0.) F00 F.H. FF00 Scale: = - 0 / min. (.) / (.2) / (.) Exterior Glazing (Shown with F00 subsill) Weep holes Typ. Interior Glazing (Shown with FF00 subsill) pril

2 2- NCHOR CLIP JOINERY TYPICL ELEVTION / min. (.) (0.) PS00 Optional Filler I-2 IS IP IM PS00 Optional Filler EC0 Subsill s End Closure / (.) IM IS IP2 / (0.) I-2 (0.) FRME WIDTH IS / (.) SS0 Optional Steel Stiffener FRME HEIGHT (0.) (0.) IM IP IP IS IM IH (.) min. IH IM IM IS I-2 (0.) F00 F.H. FF00 pril / min. (.) / (.2) / (.) Exterior Glazing (Shown with F00 subsill) Weep holes Typ. Interior Glazing (Shown with FF00 subsill) Scale: = - 0

3 - STCKING INSTLLTION -S EC0 End Closure Typ. at head and sill TYPICL ELEVTION PS00 Optional Filler I-2 IS IS IS / (.) SS0 Optional Steel Stiffener (0.) (0.) 2 / min. FRME WIDTH (.) 2 2 / min. (.) / (.) (0.) CS/ CS CS/ CS FRME HEIGHT MULLION HEIGHT (0.) IM IM / (.) IS IP IS IM IM (0.) CS/ CS CS/ CS Scale: = - 0 / min. (.) / (.) Exterior Glazing Weep holes Typ. Interior Glazing January

4 - CORNER CONDITIONS ND POST COVERS Series -S JP IR ID / (.) I-2/ IM2 JP I-2/ IM2 JP JP / (.) IR ID IR IR I-2/ IM2 JO2 I-2/ IM2 / () IS00 IS00 IS JS IS JS 2 / (.) Varies from 0 to 2 IS IS -00 IS IS IS IS Varies (2) II Ga. filler plates (2) II Ga. filler plates II Ga. filler plate / (.) or as required / (0) or as required / (2.) or as required January Scale: = - 0

5 - Series -S COMPENSTING CHNNELS Varies FR. HEIGHT (0.) / (.) JC0 JC2/ M- Varies / (.) (0.) FR. WIDTH SPECIL GLSS DPTOR See page - for TRNSITION GLZING / HIGH INTERMEDITE HORIZONTL IM IS00 IS0 / (2) glass / (.) ULKHEDS (0.) (2) M- / (.) IM IS0 / (.) P22 Clip nchor S-2 SC2 / (.) SC0 Scale: = - 0 Revised September 200

6 - DOOR FRMING Series -S IS 2 / min. (.) IM NOTE: nchor clips are required to secure horizontal members to tubular door jambs. CENTER HUNG DOOR (0.) IS or I- ( ) IS00* or IS I-2/ IM2 IS IS00 / (.2) (2.) 2 (.2) (2.) (0.) / (.2) I-2/ IM2 Center Pivot top portion I-0 (0.) IJ *NOTE: IS00 Insert is required to install glass between doors IJ (0.) FRME HEIGHT (.2) (2.) (0.) (2) M- Overhead Concealed Closer IC/ P-2 / (.2) I-2/ IM2 IS/ P-2 / (.) / (.2) (0.) January / (2.) / (.) T-00 Threshold (T-00 Threshold Use with Floor Closers) Scale: = - 0

7 - DOOR FRMING / min. (.) Series -S 2 (0.) IS (or I-) OFFSET HUNG DOORS (.2) (2.) (0.) NOTE: nchor clips are required to secure horizontal members to tubular door jambs. I-2/ IM2 Overhead Concealed Closer I-0 IS IS DS0/ MC0 / (.2) D20 IS00* or I-200 ( ) (0.) / (2.) *NOTE: IS00 Insert is required to install glass between doors I-2/ IM2 IS00 (2.) 2 (0.) FRME HEIGHT (.2) (2.) (0.) (2) M- IS / (.2) DS0 IS/ DS0 IS I-2/ IM2 2 / (2.) / (2.) W200 TH20 (0.) Scale: = - 0 (0.) / (2.) / (.) Effective 0/200

8 - DOOR FRMING SPECIL CONDITIONS min. (2.) Series -S / min. (.) (.2) DS0 CS IS 2 / (`.) DS0 CS IS Series -S Door Header Offset pivoted door utt hung door IS 2 IS DS0 DS0 DS0 2 Optional Hinge and Intermediate Door Jamb / (.) (0.) DH2 Continuous Gear Hinge / (2.) IS (0.) / (2.) I-2/ IM2 I-2/ IM2 / (2.) IS2 (2) M-/ IS2 IS Spandrel Transom I-2/ IM0 Revised pril Scale: = - 0

9 - TRNSITION GLZING Series -S TYPICL ELEVTION I-2 I-2 IS2 IS2 IM IS IS2 IM IS2 IS FF00 Exterior Glazing Exterior face of / () glazing aligns with exterior face of (2) glazing Scale: = - 0 Revised prril 2002

10 0- Windload Charts Series -S Mullions designed for / deflection ratio and for the following allowable working stresses: luminum alloy 0-T: allowable stress for windload 2,2 psi. ( MPa) Steel reinforcing allowable stress for windload 2, psi. ( MPa) Curves represent the limit values and are based on criteria for simple beam, uniformly loaded, using the distribution of wind forces on the wall with rectangular loading. Glass is not considered as contributing to resistance of deflection. Limitation of vertical mullions for: CURVES = PSF ( Pa) CURVES = 20 PSF ( Pa) CURVES C = 2 PSF ( Pa) CURVES D = 0 PSF ( Pa) SS0 Steel Stiffener I =.22 (.0 x 0 ) S =. (.2 x 0 ) Standard wall verticals SS0 fits all verticals except IS, IS and IS0/IS IS/IS00 I = 2. (.0 x 0 ) S =.2 (20. x 0 ) IL+STL =. (2.2 x 0 ) I-2/ I = 2. (2. x 0 ) S =.2 (2.2 x 0 ) IL+STL =. (2. x 0 ) IS2/ I =.000 (2. x 0 ) S =. (2. x 0 ) IL+STL =.2 (20.0 x 0 ) IS I =.00 (2.0 x 0 ) S =. (2. x 0 ) IL+STL =.2 (20. x 0 ) IS I = 2. (22. x 0 ) S =.2 (2.0 x 0 ) IL+STL =.20 (2.2 x 0 ) IS I = 2. (. x 0 ) S =.2 (20. x 0 ) IL+STL =.02 (2. x 0 ) IS/IS0 I =.2 (.0 x 0 ) S =. (0. x 0 ) IJ I = 2.0 (2. x 0 ) S =.02 (2. x 0 ) IL+STL =. (2. x 0 ) IS/ I = 2. (2.2 x 0 ) S =.2 (2.22 x 0 ) IL+STL =. (2.2 x 0 ) January

11 - Windload Charts Following charts are based on the section properties of IS2/ Series -S () (.) (2) (2.) Ixx = 2. Sxx =.2 () () (.) (2) (2.) Ixx =. () Mullion height in feet (meters) 2 0 D C (.) () (2.) (2) I-2/ and all standard verticals I-2/ with SS0 2 0 C D (.) () (.) () 2 2 (2.) Mullion spacing in feet (meters) Heavy wall verticals IS/ IS/ I =.0 (20.0 x 0 ) S = 2.2 (. x 0 ) I =. (. x 0 ) S =. (. x 0 ) () (.) (2) (2.) () (.) (2) (2.) Mullion height in feet (meters) 2 0 C D (.) () (.) () 2 D C () (.) () (.) (2.) 0 () 2 2 Mullion spacing in feet (meters) Revised September 200

12 2- Deadload Charts INTERMEDITE HORIZONTLS Series -S Deadload charts are based on / (.2) maximum allowable deflection at the center point of the horizontal member and on a glass weight of. P.S.F. (. Kg/m 2 ) Glass shall rest on two setting blocks located at: CURVES = / points CURVES = / points or (20.2) from corners, whichever is larger IS/ Iyy =. (. x 0 ) IH Iyy =.22 (2. x 0 ) IS0/ Iyy =. (2. x 0 ) 2 () (.) (2) (2.) (.) 2 () (.) (2) (2.) (.) 0 (2) (2.) () (.) () Height of glass in feet (meters) 0 2 () (2.) (2) (.) () 0 2 () (2.) (2) (.) () (2.) (2) (.) () (.) Mullion span in feet (meters) DOOR HEDERS () (.) (2) (2.) Deadload charts for door headers are based on / (.) maximum allowable deflection at the center point of the header and on a glass weight of. P.S.F. (. Kg/m 2 ) Glass shall rest on two setting blocks located at: CURVES = / points CURVES = / points or (20.2) from corners, whichever is larger IS Iyy =. (.2 x 0 ) I-0 Iyy =.2 (. x 0 ) Height of glass in feet (meters) (2.) (2) (.) () (.) Mullion span in feet (meters) January

13 - SCREW RCE JOINERY Center Glazed Series IT NOTE: NP22 glazing gaskets are used on both sides of glass. Typical EC0 Subsill s End Closure TYPICL ELEVTION IT2 IT2 IT IT IT IX200 IT0 IX200 IX200 / (.) to 2 / (0.) 2 (0.) (0. to 0.) / min. FRME WIDTH (.) 2 2 / (2.) HT20 Optional Head nchor / min. (.) IT22 (0.) IT22 IT IM IM FRME HEIGHT (0.) IM IT2 IT IT2 IT22 IM (0.) IT00 F.H. FT00 Scale: = - 0 / min. (.) / (.) Exterior Glazing (Shown with IT00 subsill) / (.) Weep holes Typ. Interior Glazing (Shown with FT00 subsill) pril

14 - NCHOR CLIP JOINERY Center Glazed Series IT TYPICL ELEVTION IX200 Optional Filler EC0 Subsill End Closure ¹ ₄" min. (.) 2" (0.) IP2 IM IT22 IT IP2 IT2 IT2 IM ¹ ₄" min. (.) IT2 2" 2" (0.) (0.) FRME WIDTH IT ¹ ₂" (.) FRME WIDTH 2" 2" 2" (0.) (0.) (0.) IM IX200 IM IT IT IP2 IP2 FRME HEIGHT IT2 IT22 IM IM ¹ ₄" min. (.) ¹ ₄" (.) IT00 Exterior Glazing (Shown with IT00 subsill) ⁵ ₁₆" (.) Weep holes FT00 Interior Glazing (Shown with FT00 subsill) Effective 0/200

15 - Center Glazed Series IT-S (2.) GLZING TYPICL ELEVTION EC0 Subsill's End Closure IT2 IT IT IT IT ¹ ₂" (.) IT0 IX200 IX High Performance 2 2" 2" 2" to 2 ³ ₈" (0.) (0.) (0. to 0.) ¹ ₄" min. FRME WIDTH (.) ¹ ₄" min. (.) FRME WIDTH 2" 2" 2" (0.) (0.) (0.) IM IX200 IM CT/ CT IT IP2 CT/ CT ¹ ₄" min. (.) September 200

16 - CORNER CONDITIONS ND POST COVERS Center Glazed Series IT IT IT IT / (.) IT IT JP / (.) (2) II Ga. filler plates IT IT IT IT IT IT IT Varies Varies from 0 to 2 (2) II Ga. filler plates / (.) or as required / (0) or as required COMPENSTING CHNNEL / HIGH INTERMEDITE HORIZONTL / min. (.) Varies IM R.O. / (.) FR. HEIGHT IT0/ M- / (.) IT0 ULKHED IM IX200 IT0 / (22.2) FT00 Revised September 200 Scale: = - 0

17 - DOOR FRMING Center Glazed Series IT IS 2 / min. (.) IM NOTE: nchor clips are required to secure horizontal members to tubular door jambs. CENTER HUNG DOOR (0.) IS or I- ( ) IS00* or IS I-2/ IM2 IS IS00 / (.2) (2.) 2 (.2) (2.) (0.) / (.2) I-2/ IM2 Center Pivot top portion I-0 (0.) IJ *NOTE: IS00 Insert is required to install glass between doors IJ (0.) FRME HEIGHT (.2) (2.) (0.) (2) M- Overhead Concealed Closer IC/ P-2 / (.2) I-2/ IM2 IS/ P-2 IS / (.) / (.2) (0.) / (2.) / (.) T-00 Threshold (T-00 Threshold Use with Floor Closers) Scale: = - 0 January

18 - DOOR FRMING / min. (.) Center Glazed Series IT 2 (0.) IS (or I-) OFFSET HUNG DOORS (.2) (2.) (0.) NOTE: nchor clips are required to secure horizontal members to tubular door jambs. I-2/ IM2 Overhead Concealed Closer I-0 IS IS / (.2) D20 DS0/ MC0 IS00* or ( ) (0.) / (2.) I-2/ IM2 *NOTE: IS00 Insert is required to install glass between doors IS00 (2.) (0.) FRME HEIGHT (.2) (2.) (0.) / (.2) (2) M- DS0 IS IS/ DS0 IS / (.) I-2/ IM2 (0.) / (2.) / (2.) (0.) / (2.) / (.) W200 TH20 Effective 0/200 Scale: = - 0

19 - TRNSITION GLZING Center Glazed Series IT TYPICL ELEVTION NOTE: nchor clips are required to secure horizontal members to tubular door jambs IT22 IP2 IS2 IM IS2 P02 (2) M-/ IS2 IT2 IS2 IS2 IS2 IT2 IP2 IS IX200 I-2/ I-0 DS0 IM IT2 IS2 IT2 IS DS0 IM IS2 IP2 IX200 IT FT00 Scale: = - 0 Revised January

20 0- Windload Charts Center Glazed Series IT Mullions designed for / deflection ratio and for the following allowable working stresses: luminum alloy 0-T: allowable stress for windload 2,2 psi. ( MPa) Steel reinforcing allowable stress for windload 2, psi. ( MPa) Curves represent the limit values and are based on criteria for simple beam, uniformly loaded, using the distribution of wind forces on the wall with rectangular loading. Glass is not considered as contributing to resistance of deflection. Limitation of vertical mullions for: CURVES = PSF ( Pa) CURVES = 20 PSF ( Pa) CURVES C = 2 PSF ( Pa) CURVES D = 0 PSF ( Pa) IT2/IX200 I = 2. (22.2 x 0 ) S =.20 (2. x 0 ) IT/IX200 I =.2 (20.0 x 0 ) S = 2.2 (. x 0 ) IT/IX200 I =. (. x 0 ) S =. (. x 0 ) IT0/IT I =.2 (.0 x 0 ) S =. (0. x 0 ) IT I = 2.2 (2. x 0 ) S =.00 (.0 x 0 ) () (.) (2) (2.) () (.) (2) (2.) () (.) Mullion height in feet (meters) 2 0 C D (.) () (2.) (2) IT2/IX C D () (.) () (2.) IT/IX Mullion spacing in feet (meters) Revised September 200

21 - Windload Charts Limitation of vertical mullions for: CURVES = PSF ( Pa) CURVES = 20 PSF ( Pa) CURVES C = 2 PSF ( Pa) CURVES D = 0 PSF ( Pa) Center Glazed Series IT () (.) (2) (2.) () (.) (2) (2.) Mullion height in feet (meters) 2 0 D C () (.) () (.) () IT/IX C D () (.) () (2.) (2) IT0/IT 2 2 Mullion spacing in feet (meters) Deadload Chart Mullion height in feet (meters) 2 0 IT () (.) (2) (2.) C D 2 Mullion spacing in feet (meters) (.) () (.) () (2.) (2) Deadload charts are based on / (.2) maximum allowable deflection at the center point of the horizontal member and on a glass weight of. P.S.F. (. Kg/m 2 ) Glass shall rest on two setting blocks located at: CURVES = / points CURVES = / points or (20.2) from corners, whichever is larger IT2 Iyy =. () (.) (2) (2.) (.2 x 0 ) Height of glass in feet (meters) Mullion span in feet (meters) () (2.) (2) (.) () (.) Revised September 200