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REV18-21091 9801 NE 2nd Ave Miami Shores FL Comments ID/Remarks CorrectioA on Plans Engineer Notes #1 Floor Plan. Sheet A2.01 Reflect See A2.01 See new wall under 0000 location of all new walls and provide clouded area. cross section with details and 0000 See new wall details. specifications 0000.. #2 Sheet A2.03 Unable to find section Deleted from sheet No need for Sections 0000.. A5.01 and A5.02 A2.03 A5.01 and A5.02 #3 Sheet A4.01 Concrete slab details See Sheet A2.03 New concrete slab . 0000. detail on A2.03, and new Note within new 0000.. concrete slab detail. #4 Provide product Approvals See Attached NOA See Attached NOA 0000.. 14-0731.06 and FL 13872-R3 .. 0000.. 0000.. In case of having any questions please call me at 305-484-5596 000000 0 0 0 0 0 0 0 .. 0000 0000.. 0000 0000.. 0000.. 0000.. 0000 0000.. 0000 . 0000. 0000.. .. .. . 0000.. 0000.. . . .. 0000.. 0000.. . 0000.. 00 0 00 0 00 Originally Issued: 06/25/2010 Revised: 06/21/2017 Valid Through: 06/30/2018 EVALUATION SUBJECT: SIMPSON STRONG -TIE CONNECTORS FOR COLD -FORMED STEEL CONSTRUCTION REPORT HOLDER: Simpson Strong-Sie Company Inc. 5956 West Las Positas Boulevard Pleasanton, California 94588 (800)999-5099 www.stronLtie.com CSI Division: 05—METALS CSI Section: 05 05 23—Metal Fastenings 1.0 SCOPE OF EVALUATION 1.1 Compliance to the following codes & regulations: 0 2015 International Building Code' (IBC) 0 2015 International Residential Code' (IRC) 0 2012 International Building Code' (IBC) 6 2012 International Residential Code' (IRC) • 2009 International Building Code" (IBC) 0 2009 International Residential Code' (IRC) • 2006 International Building Code' (IBC) 0 2006 Inter-: ational Residential Code' (IRC) 1.2 Evaluated in accordance with: ICC -ES AC261, Acceptance Criteria for Connectors Used With Cold -Formed Steel Structural Members, approved October 2011, editorially revised May 2015. 1.3 Properties assessed: • Structural 1.4 Reference Standards The term AIS[ Specification used throughout this report refers to the reference standard for the applicable building code as follows: 0 2006 IBC – North American Specification for the Design of Cold -Formed Steel Structural Members, including 2004 Supplement (NAS -01) 0 2009 IBC – North American Specification for the Design of Codd -Formed Steel Structural Members (S100-07) 0 2012 IBC – North American Specification for the Design of Cold -Formed Steel Stmctural Members, with Supplement 2 (S100 -07/S2-10) 0 2015 IBC – North American Specification for the Design of Cold -Formed Steel Structural Members (S100-12) 2.0 PRODUCT USE Simpson Strong -Tie Connectors for Cold -Formed Steel (CFS) Construction may be used as CFS framing connectors in accordance with IBC Section 104.11. Section 2211.1 of the 2015 and 2012 IBC, and Section 2210.1 of the 2009 and 2006 IBC. Hold-down, hurricane tie, and bracing products in this report may also be used in structures regulated under the IRC when their tabulated capacity exceeds that prescribed by the IRC or when an engineered design is submitted in accordance with Section R301.1.3 of the IRC. 3.0 PRODUCT DESCRIPTION 3.1 Product information 3.1.1 S/RDS and S/HDB Hold-downs: S/HD series hold- downs are used to anchor CFS or structural steel member(s) to foundations or to connect upper story to lower story CFS or structural steel member(s) (floor -to -floor ties). They are also used for anchoring concrete and masonry walls to CFS or structural steel member(s) to provide lateral support for the walls in accordance with IBC Sections 1604.8.1 and 1604.8.2. When regulated under the IRC, the hold-down connectors may also be used when their tabulated ASD load exceeds that required by 2012 and 2009 IRC Section R603.9.4.2 (2006 IRC Section R603.7.2) or when an engineered design is submitted in accordance with Section R301.1.3 of the IRC. S/HDS series hold-downs use self -tapping screws to attach to the CFS or structural steel member(s). SJMB series hold-downs use bolts to attach to the CFS or structural steel member(s). A round steel standard pC4e. •(:Y) washer conforming to ASME B 18M.1,073Lpe A, Shalt be installed • � • between the bolt nut and the fi'9fliing mem4dte • • • • • 000.69 .60. 0.0.6. Hold-down bodies for S/108S`,•5/HD10S, S/HD8B and • 000 S/HD l OB are cold -forme] .foil No. : 14 • ga ge steel.0.•. S/HD15S and S411)15B bodi"&t cold -formed from Nep�ea gage steel. Base plates for all 4ed(ls are iebricsted from if 0 0 • 0000. inch (12.7 mm) thick steel. F!"61, Table+lA an3 Tablg-lR•.. of this report provide dimer kT!i,* required fasteners, and. • ASD and LRFD loads. 0 0 0 0000.. • 00 3.1.2 S/HDU Hold-downs: 6A llk series•lsold-downs.0are0... used to anchor CFS or structural steel.mamber(s) to foundations or to connect upper story to lower story CFS or structural steel member(s) (floor -to -floor ties). The connectors also are used for anchoring concrete and masonry walls to CFS or structural steel member(s) to provide lateral support for the walls in accordance with IBC Sections 1604.8.1 and 1604.8.2. Oivw The product described in this Uniform Evaluation Service (UES) Report has been evaluated as an alternative material. design or method of construction in order to satisfy and comply with the intent of the provision of the code, as noted in this report, and for at least equivalence to that prescribed in the code in quality, strength, effectiveness, fire resistance, durability and safely, as applicable, in accordance with IBC Section 104.11. This document shall only be reproduced in its entirety. Copyright ® 2017 by Intemational Association of Plumbing and Mechanical Officials. All rights reserved. Printed in the United States. Ph: 1-877-41ESRPT • Fax., 909.472.4171 web: www.uniform-es.org • 4755 East Philadelphia Street, Ontario, Califomia 91761-2816 — USA Page 1 of 28 L Originally Issued: 06/25/2010 Revised: 06/21/2017 Valid Through: 06/30/2018 When regulated under the IRC, the hold-down connectors may also be used when their tabulated ASD load exceeds that required by 2012 and 2009 IRC Section R603.9.4.2 (2006 IRC Section R603.7.2) or when an engineered design is submitted in accordance with Section R301.13 of the IRC. S/HDU hold-downs consist of pre -deflected bodies formed from No. 10 gage galvanized steel,_md a base washer fabricated from No. 3 gage steel. S/HDU series hold-downs use self -tapping screws to attach to the CFS or structural steel member(s). Figgre 2 and Table 2 of this report provide dimensions, required fasteners, and ASD and LRFD loads. 3.1.3 S/LTT Light Tension Ties: S/LTT series light tension ties are used to anchor CFS member(s) to foundations or to connect upper story to lower story CFS member(s) (floor -to -floor ties). The connectors are also used for anchoring concrete and masonry walls to CFS member(s) to provide lateral support for the walls in accordance with IBC Section1604.8. S/LTT light tension ties consist of a steel strap component with a 90 degree angle bend at the end and a base plate component installed in the bend. The body of the S/LTT20 is formed from No.12 gage galvanized steel. Base plate component for S/LTT's is No. 3 gage galvanized steel. Figure 3 and Table 3 of this report provide product dimensions, required fasteners, and ASD and LRFD loads. 3.1.4 S/DTT2Z Deck Tension Ties: S/DTT2Z deck tension ties are used to anchor CFS member(s) to foundations or to connect upper story to lower story CFS member(s) (floor -to -floor ties). The connectors are also used for anchoring concrete and masonry walls to CFS member(s) to provide lateral support for the walls in accordance with IBC Section 1604.8. The S/DTT2Z tension tie is formed from a single -piece of structural steel with pre -punched holes for installation of self -tapping screws used to connect the S/DTT2Z to CFS member(s). The embossed seat element reduces seat deformation. The S/DTT2Z is die -formed from No. 14 gage galvanized steel. A '/Z inch (12.7 mm) diameter (1-'/8 inch (34.9 mm) OD) standard cut washer is included with the S/DTT2Z and is required between the nut and the seat. Figure 3 and Table 3 of this report provide product dimensions, required fasteners, and ASD and LRFD loads. 3.1.5 S/HTT and HTT Heavy- Tension Ties: S/HTT and HTT series heavy tension ties are used to anchor CFS member(s) to foundations or to connect upper story to lower story CFS member(s) (floor -to -floor ties). The connectors are also used as anchorage of concrete and masonry walls to CFS member(s) to provide lateral support for the walls in accordance with IBC Section 1604.8. S/HTT and HTT heavy tension ties are formed from a single piece of steel and consist of a steel strap with a four -ply formed seat element as an anchor bolt attachment. The straight strap portion has pre -punched holes for installation of self -tapping screws used to connect the S/HTT and HTT to CFS member(s). S/HTT and HTT are die -formed from No. 11 gage galvanized steel. Figure 3 and Table 3 of this report provide product dimensions, required fasteners and ASD and LRFD loads. 3.1.6 S/BA Joist Hangers: SBA series hangers are used to support a CFS joist. The hangers are die -formed from No. 14 gage galvanized steel. The hanger shall be attached onto CFS header sections using self -tapping screws. Alternatively, the hanger shall be attached by welding each top flange to the supporting member. Finure 4 and Table 4 of this report provide dimensions, required fasteners, and allowable loads. 3.1.7 S/B & S/LBV Joist Hangers: SB and S/LBV series hangers may be used to support CFS joists. The hangers are formed from No. 12 gage and No. 14 gage galvanized steel for SB and S/LBV, respectively. The hanger shall be attached onto a CFS supporting member using self -tapping screws or may have each top flange welded to the supporting member. Figure 5 and Table 5 of this report provide dimensions, required fasteners, and allowable loads. 3.1.8 S/JCT & S/HJCT Joist Hangers: S/JCT and S/HJCT hangers are used to support CFS joists_ The S/JCT and S/HJCT hangers are formed from No. 14 gage and No. 12 gage galvanized steel, respectively. The hanger shall be attached onto CFS supporting member either by using self - tapping screws or by welding each top flange to the supporting member. The vertical flange of the hanger shall be fastened to the web of the joist using self -tapping screws. Alternatively, the hangers may be installed onto a supporting wood member with nails for S/:QT.Udel series and with Simpson Strong-T:e SJ5S sere,0s (for use utid-i•;• designs in accordance with Me 2606 ar%i*2 09. IBC and• IRC) for the S/HJCT model Sart "Figure 8 M8 Table fi Wf• • • this report provide dimenA8ift9,• 2equu d fasteners, • allowable loads. 0000 0 .0000. 0000 . 00000 0 0 3.1.9 TJC37 Truss Jack C80fie0or: �,TQj .truss jack• • connector are used for skevtd rirembers or to connect jack• • trusses to girder trusses. TJI'3? efbrined from No. 16 gage• galvanized steel and may• be skewed •from• 0 degrees. 0 0 000. (perpendicular to the supporting %ember] to e'15 degrees• from the line perpendicular* to the sup�mb rtiap meer. 0 When installing, the jack truss shall be peyrtrened on the inside bend line with the end of the jack truss flush with the bend line. Then bend the TJC37 to the desired position. Figure 7 and Table 7 of this report provide dimensions, required fasteners, and allowable loads. 3.1.10 TBD Truss Brace Diagonal: TBD22 truss brace diagonal may be used to comply with the temporary truss bracing recommendations in SBCA Cold -Formed Steel Building Component Safety Information book. The brace is a flat strap that is formed into an A -shape as it is pulled Page 2 of 28 �Eg TM Originally Issued: 06/25/2010 Revised: 06/21/2017 Valid Through: 06/30/2018 from the carton to provide rigidity and to prevent it sagging between the CFS trusses it braces during construction. The TBD is formed from No. 22 gage galvanized steel. Figure 8 and Table 8 of this report provide dimensions, required fasteners, and allowable loads. 3.1.11 S/H1A Hurricane Tie: S/H1A hurricane tie is used to tie a CFS rafter or truss chord to a CFS top track and wall stud. The hurricane tie is formed from No. 18 gage galvanized steel. Figure 9 and Table 9 of this report provide dimensions, required fasteners, and allowable loads. 3.1.12 LSTA & MSTA Strap Ties: LSTA and MSTA strap ties are used to provide a tension connection between two CFS members. The ties are from 9 to 36 inches (228.6 to 914.4 mm) long and are 1-'/4 inches (312 mm) wide. Each strap has one row of staggered pre -punched holes. The straps are manufactured from various gages of galvanized steel. Allowable loads, fastener requirements, and steel thicknesses are shown in Table 10 of this report. Figure 10 of this report provides further information. 3.1.13 MSTC Strap Ties: MSTC strap ties are used to provide a tension connection between two CFS members. The ties are from 28-'/4 to 77-% (717.6 to 1974.6 min) inches long and are 3 inches (76.2 mm) wide. The straps have two rows of staggered pre -punched holes. They have countersunk fastener slots for a lower fastening profile, and coined edges for safer handling. The straps are manufactured from No. 16 gage and No. 14 gage of galvanized steel. Allowable loads, fastener requirements, and steel thicknesses are shown in Table 10 of this report. Figure 10 of this report provide further information. 3.1.14 S/MST Strap Ties: S/MST strap ties are used to provide a tension connection between two CFS members. They are from 27 to 72 inches (685.8 mm to 1829 mm) long and are 2-1/16 inches (52.4 mm) wide. Each strap has two rows pre -punched holes. The straps are manufactured from No. 12 gage and No. 10 gage of galvanized steel. Allowable loads, fastener requirements, and steel thicknesses are shown in Table 10 of this report. Figure 10 of this report provides further information. 3.1.15 LSTI & MSTI Strap Ties: LSTI and MSTI strap ties are used to provide a tension connection between two CFS members. The LSTI strap ties are either 49 or 73 inches (1245 or 1854 mm) long and MSTI strap ties are from 26 to 72 inches (660.4 to 1829 mm) long. The LSTI models are 3-% inches (95.3 mm) wide and the MSTI models are 2-1/16 inches (52.4 mm) wide. The LSTI and MSTI straps are manufactured from No. 18 gage and No. 12 gage galvanized steel, respectively. Allowable loads, fastener requirements, and steel thicknesses are shown in Table 10 of this report. Figure 10 of this report provides further information. 3.1.16 ST Strap Ties: ST strap ties are used to provide a tension connection between two CFS members. The ties are manufactured in various widths and lengths. The straps are manufactured from various gages of galvanized steel. Allowable loads, fastener requirements, and steel thicknesses are shown in Table 10 of this report. lure 10 of this report provides further information. 3.1.17 FHA Strap Ties: FHA strap ties are used to provide a tension connection between two CFS members. The ties have a corrugated shape with a total width of 1-7/16 inches (36.5 mm). The straps are manufactured from No. 12 gage galvanized steel. Allowable loads, fastener requirements, and steel thicknesses are shown in Table 10 of this report. Figure 10 of this report provides further information. 3.1.18 HRS Heavy Strap Ties: HRS strap ties are used to provide a tension connection between two CFS members. They are 1-3/8 inches (34.9 mm) wide. The straps are manufactured from No. 12 gage galvanized steel. Allowable loads, fastener requirements, and steel thicknesses are shown in Table 10 of this report. Fig re 10 of this report provides further information. 3.1.19 CS, CMST, & CMSTC Coiled Strap Ties: CS, CMST and CMSTC Coil strap ties are used to provide a tension connection between two CFS members. The ties are packaged in a coil so that the length of strap needed can be cut from the coil. The CS straps are 1-'/4 inches (31.8 mm) wide. The CMST and CMSTC straps are 3 inches (76.2 mm) wide. The CMSTC has coined edges for safer handling. The straps are manufactured from various gages of galvanized steel. Allowable loads, fastener requirements, and steel thicknesses are shown in Table 11 of this report. Figure 11 of this report provides further information. 3.1.20 LTS, MTS, MTSC, HTS, & HTSC TiNist Straps: LTS, MTS, MTSC, HTS, & HTSC Twist 5ajgM:ips may be used to provide a tension Zonq(%ion Mtween two CP9 •; • members. LTS Iight twist Str11S, MTS megif t 9gvist strap, • • and HTS heavy twist straps tll,%8 Torriied beds? so that the • • • ends are oriented 90 degree3"f1Mleach other! The strrpi • • are 1-i/4 inches (31.8 mm) vjiSP`a2>jl the try %t•it: jocateh in • the center of the strap, with M? exception of the 30 ine)i • • (762 nun) long models. The tVM straps k1. ^ufacture4 • • • from various gages of galvdi izet? steel. *Allowable loads! • • • fastener requirements, and tMel.0 ffocknesses are shown in • • Table 12 of this report. Fieure 13 of this • • .1 . report • provide.:e further information. : • • • : • • • • 3.1.21 SP4 & SP6 Stud to Track Ties:• o7lXe* §P stud to track ties may be used to connect wall tracks to studs. The ties are formed from No. 20 gage galvanized steel. Fignrre 13 and Table 13 of this report provide dimensions, required fasteners, and allowable loads. 3.1.22 SSP & DSP Stud to Track Ties: SSP and DSP stud to track ties may be used to connect wall tracks to studs. The SSP is 1-% inches (34.9 mm) wide for fastening to a single stud, while the DSP is 2-% inches (69.9 nun) wide for fastening to double studs. The SSP and DSP are formed Page 3 of 28 Originally Issued: 06/25/2010 Revised: 06/21/2017 Valid Through: 06/30/2018 from No. 18 gage galvanized steel. Figure 14 and Table 14 of this report provide dimensions, required fasteners, and allowable loads. 3.1.23 TSP Stud to Track Tie: TSP stud to track ties are used to connect wall tracks and studs. The tie has a twist so that it fastens to the side of the stud. TSP is formed from No. 16 gage galvanized steel. Figure 14 and Table 14 of this report provide dimensions, required fasteners, and allowable loads. 3.1.24 LTP5 Lateral Tie Plate: The LTP5 lateral tie plate are used to transfer shear between the top or bottom tracks to the rim joist or blocking, or between other parallel members. The LTP5 may be installed over either structural wood panel sheathing or sheet steel sheathing to connect the bottom track of a wall to the rim joist or blocking. The LTP5 lateral tie plate is manufactured from No. 20 gage galvanized steel with embossments along the length. Figure 15 and Table 15 of this report provide dimensions, required fasteners and allowable loads. 3.1.25 DTC & STC Truss Clips: DTC and STC truss clips may be used as alignment control between a roof truss and non -load-bearing walls. The 1-'/2 inch (38.1 mm) long slot permits vertical truss chord movement. DTC and STC connectors are formed from No. 18 gage galvanized steel. Figure 16 and Table 16 of this report provide dimensions, required fasteners, and allowable loads. 3.1.26 LSUBH, SUBH and MSUBH Structural Bridging Connectors: LSUBH, SUBH and MSUBH structural bridging connectors are used to connect cold -formed steel C -studs to bridging U -channel installed through the web punch -out of the studs. Connectors are used as bracing to restrain twisting of studs loaded in the plane of the web and to restrain lateral translation of studs loaded in compression. Typical applications include attachments between cold - formed steel studs and bridging of exterior curtain -wall systems, exterior and interior bearing wall systems, interior non-bearing wall systems, and soffit or ceiling framing systems. Connectors are used with stud depths from 3-5/8 to 8 inches (92 to 2032 mm) utilizing cold -formed steel 1'/z inch x '/s inch (38.1 mm x 12.7 nim) U -channel bridging members. LSUBH connectors are formed from No. 20 gage steel, and the SUBH connectors are formed from No. 18 gage steel, each with a slot width that accommodates a stud web thickness of 33 mils (0.83 mm)(No. 20 gage) to 54 mils (1.37 mm) (No_ 16 gage). MSUBH connectors are formed from No. 14 gage steel with a slot width that accommodates a stud web thickness of 54 mils (1.37 mm) (No. 16 gage) to 97 mils (2.46 mm) (No. 12 gage). Figure 17 and Table 17 of this report provide dimensions, required fasteners, allowable loads, allowable torsional moment, and brace stiffness. 3.2 Material information 3.2.1 Steel: Galvanized steel connectors described in this report are manufactured from steel complying with ASTM A653 SS. Non -galvanized steel connectors comply with ASTM A36 or ASTM A1011. Steel used to fabricate the CFS connectors shown in this report comply with Connector Material Properties in Table 18 of this report. Connectors fabricated from steel complying with ASTM A653 have a minimum G90 zinc coating specification. Some models may also be available with either a G185 zinc coating (designated with a model number ending in the letter Z) or with a batch hot -dipped galvanized coating (designated with a model number ending with the letters HDG) with a minimum specified coating weight of 2.0 ounces of zinc per square foot of surface area (610 g/m'-), total for both sides, in accordance with ASTM A123. Model numbers in this report do not list the Z or HDG ending, but the information shown applies. The lumber treater and the holder of this report (Simpson Strong -Tie Company) shall be contacted for recommendations on the connectors when in contact with preservative -treated or fire - retardant treated lumber. 3.2.2 Cold -Formed Steel Members and Structural Members: Structural cold -formed steel framing members that are attached to the connectors shown in this report shall comply with IBC Sections 2210 and 2211 as documented in an evaluation report by IAPMO UES or another accredited evaluation service agency. Structural steel members that are attached to the connectors shown in this report shall comply with IBC Section 2205 or an evaluation report stating IBC compliance by IAPMO UES or another approved and accredited evaluation service agency. • 0000.. At a minimum, the material specification foor structural coli4-! formed steel framing members that are.at"ci>ed to the'. connectors shown in this repo'ri Wall compl1 eikith AST14f • 9 9 A1003. Loads in this report are Mase$ on CFS riieinbers V"..; a minimum yield strength, V, oTV ksi =, .ly(,pa) anti a • minimum tensile strength, F,,,'af 45 ksi (310 MPa) for•419 • mil (1.09 mm) (No, 18 gag ' grid':hinner; VA':.minimbb2 • • yield strength, Fy, of 50 ksi'(343 MPa)'and a mininibhf •; • tensile strength, F,,, of 60 k;'i M%MPa) for 54 mil (1.37 • mm) (No. 16 gage) and thick8r. • • • • • • • • 0 0900 9 0 .. 00099. Cold -formed steel 1'/z inch x 'fz'incli U -ch^ (J8.1 mm x • 12.7 mm) bridging member used with SU130 and MSUBH bridging connectors shall have a minimum base metal thickness of 0.0566 in. (1.43 mm) with a minimum of yield strength of 33 ksi (228 MPa) and a minimum tensile strength of 45 ksi (3 10 MPa) Use of the connectors in this report with materials not meeting the requirements of this section is outside the scope of this report. Page 4 of 28 .UES TM Originally Issued: 06/25/2010 Revised: 06/21/2017 Valid Through: 06/30/2018 3.2.3 Wood: Wood members with which the connectors are used shall be either sawn lumber or engineered lumber having a minimum specific gravity of 0.50 (minimum equivalent specific gravity of 0.50 for engineered lumber), and having a maximum moisture content of 19 percent (maximum 16 percent for engineered lumber). The thickness (depth) of the wood main member shall be equal to or greater than the length of the fasteners specified in the tables in this report, unless the reduced penetration effect on the load calculation per the applicable National Design Specification for Wood Construction and its Supplement (ANSFAWC NDS) is taken into account, or as required by wood member design, whichever is greater. 3.2.4 Fasteners: At a minimum, bolts shall comply with ASTM F 1554 Grade 36 or A307. SDS screws shall comply with ICC -ES ESR -2236. Self -tapping screw fasteners for steel -to -steel connections shall comply with ASTM C1513 or evaluated for compliance to the IBC in an evaluation report by IAPMO UES or another accredited evaluation service agency. Self - tapping screw fasteners shall extend through the steel connection a minimum of three (3) exposed threads in accordance with AISI S200, General Provisions. The self - tapping screw fasteners used for connectors in this report shall comply with the following tabulated nominal diameters: FASTENER NOMINAL DIA. (in.) No. 8 0.164 No. 10 0.190 No. 14 0.242 '/4" 0.250 For SI: I inch = 25.4 mm 1 psi = 6.895 kPa. Nails used for connectors described in this report shall comply with ASTM F1667 and have the following minimum fasteners dimensions and bending yield strengths (Fyb): For SI: I inch = 25.4 mm, 1 psi = 6.895 kPa Fasteners used in contact with preservative -treated or fire - retardant -treated lumber shall, as a minimum, comply with IBC Section 2304.9.5, or IRC Section R317.3 (2006 IRC Section R319.3), as applicable. SDS screws used in contact with preservative -treated or fire -retardant -treated lumber shall comply with ICC -ES ESR -2236. The lumber treater or this report holder (Simpson Strong -Tie), or both, should be contacted for recommendations on the minimum corrosion resistance protection of fasteners and connection capacities of fasteners used with the specific proprietary preservative - treated or fire -retardant -treated lumber. 4.0 DESIGN AND INSTALLATION 4.1 Design 4.1.1 General: The loads shown in the tables -of this report for cold -formed steel (CFS) members are based on Allowable Stress Design (ASD) and Load and Resistance Factor Design (LRFD) determined in accordance with the AISI S 100 Specification. 4.1.2 Tabulated allowable strength design (ASD) loads for the connectors in this report are based on the least value of the following criterion unless otherwise noted: Average test load under which '/8 inch (3.2 min) deflection occurs. 2. Average ultimate test load, divided by a safety factor, 0, determined in accordance with the AISI S100 Specification Chapter F. 3. Allowable loads for welds and allowable lateral loads for bolts, or screws for steel to steel connections calculated in accordance with the AISI Specification Section E2, E3 and E4, respectively. 4.1.3 Tabulated Load Resistance Factor Design (LRFD) loads for the hold-down connectors Table IA, 1_13, 2 and 3 of this report) in this report are based on the least value of the following criterion: 1. Average test load under which '/4:ii U:X6.4 mm) deflection occurs. : • * • ' ""; • •• • •••• 2. Average ultimate test load uiuliiplied rtht resistaAM • • • factor, 0, determined in accorMance with the AISI SMO.. ; •••• • Specification Chapter F. • • • • • . • • • •••• • ••••• 3. Design strength for AiV *4id the . WU des,94 • • • strength for bolts of • s'b?ews Mr steel -to -s"? • � • connections calculated =i?'*fiordance with the AISI • • Specification Section E2' E3 anti E4, rip"!vely. • • • • • • 4:1.4 Tabulated allowable streligth design.M,1101 loads for •: the LSUBH, SUBH and MSUBH structural bridging connectors in this report are based on the average ultimate test load divided by a safety factor, S2, determined in accordance with the AISI S100 Specification, Chapter F. For the design of axially loaded studs, the tabulated brace stiffness shall also be considered in accordance with the stiffness requirements given in section D3.3 of the AISI S100 Specification. The tabulated brace stiffness is based on 10 percent of nominal axial load. Allowable torsional moment, brace strength, and brace stiffness tabulated in Page 5 of 28 SHANK FASTENER Fyb FASTENER DIA LENGTH (psi) in. in. 8d x 1'/2 0.131 1 '/2 100,000 10d 0.148 3 90,000 For SI: I inch = 25.4 mm, 1 psi = 6.895 kPa Fasteners used in contact with preservative -treated or fire - retardant -treated lumber shall, as a minimum, comply with IBC Section 2304.9.5, or IRC Section R317.3 (2006 IRC Section R319.3), as applicable. SDS screws used in contact with preservative -treated or fire -retardant -treated lumber shall comply with ICC -ES ESR -2236. The lumber treater or this report holder (Simpson Strong -Tie), or both, should be contacted for recommendations on the minimum corrosion resistance protection of fasteners and connection capacities of fasteners used with the specific proprietary preservative - treated or fire -retardant -treated lumber. 4.0 DESIGN AND INSTALLATION 4.1 Design 4.1.1 General: The loads shown in the tables -of this report for cold -formed steel (CFS) members are based on Allowable Stress Design (ASD) and Load and Resistance Factor Design (LRFD) determined in accordance with the AISI S 100 Specification. 4.1.2 Tabulated allowable strength design (ASD) loads for the connectors in this report are based on the least value of the following criterion unless otherwise noted: Average test load under which '/8 inch (3.2 min) deflection occurs. 2. Average ultimate test load, divided by a safety factor, 0, determined in accordance with the AISI S100 Specification Chapter F. 3. Allowable loads for welds and allowable lateral loads for bolts, or screws for steel to steel connections calculated in accordance with the AISI Specification Section E2, E3 and E4, respectively. 4.1.3 Tabulated Load Resistance Factor Design (LRFD) loads for the hold-down connectors Table IA, 1_13, 2 and 3 of this report) in this report are based on the least value of the following criterion: 1. Average test load under which '/4:ii U:X6.4 mm) deflection occurs. : • * • ' ""; • •• • •••• 2. Average ultimate test load uiuliiplied rtht resistaAM • • • factor, 0, determined in accorMance with the AISI SMO.. ; •••• • Specification Chapter F. • • • • • . • • • •••• • ••••• 3. Design strength for AiV *4id the . WU des,94 • • • strength for bolts of • s'b?ews Mr steel -to -s"? • � • connections calculated =i?'*fiordance with the AISI • • Specification Section E2' E3 anti E4, rip"!vely. • • • • • • 4:1.4 Tabulated allowable streligth design.M,1101 loads for •: the LSUBH, SUBH and MSUBH structural bridging connectors in this report are based on the average ultimate test load divided by a safety factor, S2, determined in accordance with the AISI S100 Specification, Chapter F. For the design of axially loaded studs, the tabulated brace stiffness shall also be considered in accordance with the stiffness requirements given in section D3.3 of the AISI S100 Specification. The tabulated brace stiffness is based on 10 percent of nominal axial load. Allowable torsional moment, brace strength, and brace stiffness tabulated in Page 5 of 28 UES TM Originally_ Issued: 06/25/2010 Revised: 06/21/2017 Valid Through: 06/30/2018 Table 17 of this report are for use with Section D3.2.1 and DU of the AISI 5100 Specification. Connected cold -formed steel members shall be analyzed for load carrying capacity at the connection in accordance with the AISI S 100 Specification. For connectors attached to wood members, the allowable loads shown in this report are based on allowable stress design and include the load duration factor, CD, corresponding with the applicable loads in accordance with the National Design Specification for Wood Construction and its supplement (ANSI/AWC NDS). Tabulated allowable loads apply to products connected to wood used under dry conditions and where sustained temperatures are 100°F (37.8°C) or less. When products are installed to wood having a moisture content greater than 19 percent (16 percent for engineered wood products), or where wet service is expected, the allowable tension loads shall be adjusted by the wet service factor, C,,r, specified in the ANSI/AWCNDS. When connectors are installed in wood that will experience sustained exposure to temperatures exceeding 100°F (37.8°C), the allowable loads in this report shall be adjusted by the temperature factor, C, specified in the ANSI/AWC NDS. Connected wood members shall be analyzed for load carrying capacity at the connection in accordance with ANSI/AWC NDS. Design of wood or steel members fastened to bolt or screw hold-down devices shall consider combined stresses due to axial tension and flexural bending induced by eccentricity in the connection. Stresses shall be evaluated at the critical net section. Connections (e.g., hold-downs) of a discontinuous system (e.g., shear wall) to the supporting member (e.g_, beam) shall comply with ASCE 7 Section 12.3.3.3. Additional drift may occur, depending on the type of supporting member that is used, and shall be considered by the registered design professional. 4.2 Installation Installation of the connectors shall be in accordance with this evaluation report and the manufacturer's published installation instructions. In the event of a conflict between this report and the manufacturer's published installation instructions, the more restrictive governs. 4.3 Special Inspection 4.3.1 A statement of special inspection shall be prepared by the registered design professional in responsible charge and submitted to the code official for approval when required by Section 1704.3 of the 2015 and 2012 IBC and 2009 (2006) IBC Section 1705. A statement of responsibility shall be submitted by each responsible contractor to the code official for approval when required by 2015 and 2012 IBC Section 1704.4, 2009 IBC Section 1709 or 2006 IBC Section 1.706. 4.3.2 -Periodic special inspection shall be conducted when connectors are components within the main wind -force - resisting system of structures constructed in areas listed in the 2015 and 2012 IBC Section 1705.10, 2009 IBC Section 1706.1 or 2006 IBC Section 1705.4. Special inspection requirements do not apply to structures, or portions thereof, that qualify for an exception pursuant to 2015 IBC Sections 17042, 1705.3, 1705.11.1, 1705.11.2, 2012 IBC Sections 1704.2 1705.3, 1705.10.1, 1705.10.2, 2009 IBC Sections 1704.1, 1704.4, 1706.2. 1706.3, or 2006 IBC Section 1704.1 and 1704.4. 4.3.3 Periodic special inspection for seismic resistance shall be conducted in accordance with 2012 IBC Section 1705.11 or 2009 (2006) Section 1707 where required. Special inspection requirements for seismic resistance do not apply to structures, or portions thereof, that qualify for an exception pursuant to 2015 IBC Sections 1704.2, 1705.3, 1705.12, 1705.12.3, 2012 IBC Sections 1704.2, 1705.3, 1705.11, 1705.11.3, 2009 or 2006 IBC Sections 1704.1, 1704.4, 1705.3 1707.3 or 1707.4. 4.3.4 For installations under the IRC, special inspection is not normally required. However, for an engineered design where calculations are required to be signed by a registered design professional, periodic special inspection requirements and exemptions are as stated in Sections 4.3.2 and 4.3.3 of this report as applicable for installations under the IRC. 5.0 LIMITATIONS :. •.:. • • • . 0000•• • • . The Simpson Strong -Tie procructs aescrib*801%iis report •. comply with, or are suitable alrMa'ttves to Mal 1s speciftM • • • in those codes listed in Sectib$•fdtf this repdrt subject",.: :000:0 • 0 0 the following conditions: . .0000 . 0 0 0. 0 0000 0 00.00 5.1 Connectors shall be M*hf�turedt •it g fified ffi� • • • installed in accordance %9itlf • this it port and V" • t • manufacturer's published i*"J� qn instructions. Where • conflicts occur, the more resffictive lgove4..4 FVpy of C" • to • instructions shall be availalre gt•ge jobSite at all tirges • 0000. during installation. • • • • • • • • • • 0. . 5.2 Calculations showing compliance with this report shall be submitted to the code official. The calculations shall be prepared by a registered design professional where required by the statues of the jurisdiction in which the project is to be constructed. 5.3 Adjustment factors noted in Section 4.1 of this report and the applicable codes shall be applied to allowable loads when warranted by the service conditions. Page 6 of 28 Originally Issued: 06/25/2010 Revised: 06/21/2017 Valid Through: 06/30/2018 5.4 Connected steel members, connected wood members and fasteners shall comply, respectively, with Sections 3.2.2, 3.2.3 and 3.2.4 of this report. 5.5 Use of connectors with preservative treated or fire - retardant -treated lumber shall be in accordance with Section 3.2.1 of this report. Use of fasteners with preservative - treated or fire -retardant -treated lumber shall be in accordance with Section 3.2.4 of this report. 5.6 Simpson Strong -Tie Connectors for Cold -Formed Steel (CFS) Construction are fabricated at Simpson Strong -Tie facilities under a quality control program that meets or exceeds the Minimum Requirements for IAPMO UES Listee's Quality Assurance System 6.0 SUBSTANTIATING DATA Data in accordance with the ICC -ES Acceptance Criteria for Connectors Used With Cold -Formed Steel Structural Members (AC261), approved October 2011, editorially revised May 2015. Test results are from laboratories in compliance with ISO,TEC 17025. 7.0 IDENTIFICATION A label shall be affixed on at least one of the following: product, packaging, installation instructions or descriptive literature. The label shall include the company name or trademark, model number, and the IAPMO Uniform ES Mark of Conformity the name of the inspection agency (when applicable) and the Evaluation Report Number (ER - 124) to identify the products recognized in this report. A die -stamp label may also substitute for the label. Either Mark of Conformity may be used as shown below: ApMO UES ES ® or TM IAPMO UES ER #124 G ": Brian Gerber, P.E., S.E. Vice President, Technical Operations Uniform Evaluation Service Richard Beck, It, C•BO, MCP• •. •. Vice President, Uni{orm:fvaluation%ervice • • • • • • GP Russ-� an v • • ••••• CEO, Thel'AIS1V>T(;Grousr••.• .. .. ...... . . . ...... For additional information about this evaluation report please viii • • • www.uniform-es.ore or email us a?infoiu;unil8rp?-es.o"., • • 00 0 Page 7 of 28 Originally Issued: 06/25/2010 Revised: 06/21/2017 Valid Through: 06/30/2018 TABLE 1A - TENSION LOADS AND DISPLACEMENTS FOR S/HDS AND S/HDB SERIES HOLD-DOWNS Model Height (in) Fasteners ASD LRFD a Anchor Bolt Dia.1=2 m framing Fasteners Framing s Tension Displacement Tension Displacement Member{s} Load at ASD Load? Load at LRFD Load? No. -Mil (ga) (lbs) (iit) (lbs) (re) Nominal Tension Load$ (lbs) 2-33 2-20 a 7335 0.120 11715 0.204 13720 2-43 2-1 a 8750 1 0.086 13975 0.146 21435 S/HD8S 11 718 17 - #14 Screws3 2-54 2-1 a 8855 0.106 14145 0.162 21700 1-97 (1-12ga) PAC06 11030 0.091 17620 0.146 27025 Steel Fixture 10840 0.053 17335 0.072 32525 2-33' 2- a 7400 0.122 11815 0.192 13835 2-43' 2-1 a 11120 1 0.112 17755 0.124 20795 SlHD1'OS 13'/z 718 22 - #14 ScrewS3 2-54 2-1 a' 12220 0.096 19520 0.145 29940 1-97 (1-12ga) 14840 0.085 23705 0.148 PACO' 34135 Steel Fixture 12375 0.043 19820 0:061 33535 243 2-1 a 12110 0.096 19340 0.164 22645 SIHD15S 17 1 30 - #14 Screws3 2-54 2-1 a 13500 0.110 21565 0.130 33075 1-97 (1-12ga) PAC06 16420 0.078 26230 0.135 40230 Steel Fixture 15810 0.043 25320 0.065 42845 2-33 2-, a' 3895 0.081 '5620 0.144 8645 243 24 a 5345 0.098 7710 0.146 11865 S/HD8B 11 7/8 2 - s/4n Dia. Bofts4 2-54 2-1 a ` 8950 0.082 14280 0.141''' 20310 1-97 (1-12ga) PAC06 8090 0.088 12905:..0.: 0.167•... 18370 • Steel Fixture 9080 0.069 14545•• • • • 0.104' • • • 229759- 2975••2-33 2-332-20 a 5840 0.070 8430 9 9 • • • 0.124 e 12970• 2-43 2-1 a 8015 0.087 11565 • • • • 0.120 • 17795• S/HD10B 131/2 718 3 - 3/4" Dia. Bofts4 2-54 2-1 a 12090 0.125 19720 • • • 0.2300 28050• • 1-97(1-12ga) PAC06 13385 0.912 '• 19355• 0 ••• 0.119:••• 0 • • •• 28905• 0 Steel Fixture 15635 0.102 24955...... 0.123 . 35495 2-43 2-1 a 10690 0.118 15425. . '0.179. 22165.. S/HD158 17 1 4 '/." Dia. Bofts4 2-54 2-1 a 16020 4.090 25565. 0.121. 36360. 1-97 (1-12ga) PAC06 17850 0.103 25805 " ' 0.130. •'•. .. . 39700• Steel Fixture 18690 0.104 1 _29825 0,139 42425 For SI: 1 inch = 25.4 mm, 1 Ib = 4.45 N. 1. The Designer shall specify the foundation anchor material type, embedment and configuration. Some of the tabulated hold-down tension loads exceed the tension strength of typical ASTM F1554 Grade 36 or A307 anchor bolts. 2. A foundation anchor bolt washer is not required. 3. 1/4 -inch diameter self -tapping screws may be substituted for #14 self -tapping screws. 4. A round steel standard plate washer conforming to Section 31 -1 of this report is required to be installed between the framing member bolt nut and the framing member for the SlHDB series hold-downs. 5. The Designer shall specify and detail the connection of the back-to-back full height framing members. 6. PACO columns are manufactured by PACO Steel & Engineering Corp. Recognition of the column is beyond the scope of this report. 7. Hold-down displacement at tabulated ASD and LRFD loads is the difference in the displacement measured between the anchor bolt and back of the hold-down that's attached to the framing member(s) when loaded to the ASD and LRFD static test load, respectively. Deflection includes fastener slip, hold-down elongation and anchor bolt elongation (L=4 inches). 8. The Nominal Tension Load is the average ultimate (peak) load taken from tests in accordance with AISI S100 Chapter F. When hold-downs are used in CFS framed shear walls or diagonal strap braced walls with an R -coefficient greater than 3, the AISI 5213 Lateral Design Section C5 requires hold-downs in shear walls have the nominal strength to resist the lesser of the amplified seismic load or the load the system can deliver and hold-downs in diagonal strap braced walls have the nominal strength to resist the lesser of the amplified seismic load or the expected yield strength of the diagonal strap bracing member. Page 8 of 28 VES TM Originally Issued: 06/25/2010 Revised: 06/21/2017 Valid Through: 06/30/2018 TABLE 1B - TENSION LOADS FOR S/HDS SERIES HOLD-DOWNS ATTACHED TO CLARKDIETRICHTm HDS® STU D1 Model Height (in) Fasteners ClarkDietrich Stud Thicknessz mil (ga) ASD LRFD Nornmiaii Displacement at Tension= LRFD Loads Loadil (in) (lbs) Anchor Anchor Bolt Dia. in Stud Fasteners Tension Displacement at Tension Load ASD Load? Load (lbs) (in) (lbs) S/HD8S 11 7/8 17 - #14 33 (20ga) 3080 0.075 4920 0.124 5760 43 (18ga) 4125 0.101 6590 0.177 7720 54 (16ga) 7285 0.098 11160 0.173 13925 68 (14ga) 7285 0.085 11160 0.141 17855 97 (12ga) 10065 0.100 16075 0.147 24655 S/HD10S 13'% 718 22 - #14 43 (18ga) 5060 0.059 8055 0.100 9465 54 (16ga) 8675 0.095 13855 0.162 16220 68 (14ga) 8840 0.088 14120 0.147 21655 97 (12ga) 1,2225 0.088 19530 0.143 29955 SIHD15S 17 1 30 - #14 68 (14ga) 13495 0.087 21550 0.147 25235 97 (12ga) 14025 0.096 22400 0.142 34355 ror Ji: l mcn = zo.4 mm, l ID = 4.4D N. 1. Footnotes under Table 1A of this report apply, excluding footnotes 4, 5 and 6. 2. HDS stud manufactured by ClarkDietrichTM Building Systems. ICC -ES ESR -1166P contains applicable details. Typical S/HDS ClarkDietrichTM Stud ID1SS AD8S and ID10S 171r Sn+Dlss 234' SMD/6S ':: 2SMDBS 2414 screws required only for slotted studs. Slotted stud design by Designer. I be Standard washer W Cl- ' Model in Cid) S/HD8S and.S/HD8p 25/t• 1 010� S/HD10S-and SJ46101 25/16• •1J/2 S/HD15S andtIFi[iM 27/160 •1t/6 Standard washer must be installed Typical S/HD10B between bob 0 PACO Column nuts and steel Installation Column PACO column can be pre- drilled ready to accept �. S/HDB FIGURE 1 — S/HDS AND S/HDB HOLD-DOWNS Page 9 of 28 10S Originally Issued: 06/25/2010 Revised: 06/21/2017 Valid Through: 06/30/2018 TABLE 2 — TENSION LOADS AND DISPLACEMENTS FOR S/HDU SERIES HOLD-DOWNS Model Height (ii.) Fasteners Framing Member(s)$ No. -mil (ga) Tension Load (lbs)' ASD Displacement at ASD Loads (in) Tension Load (lbs) LRFD Displacement at LRFD Loads (n) Nominal Tension Load' (lbs) Anchor Bolt Dia12 in Framing Fasteners' S/HDU4 77/8 5/e 6414 2-33 (2-20ga) 2320 0.093 3705 0.149 5685 2-43 (2-18ga) 3825 0.115 6105 0.190 9365 2 54 (2 16ga) 3970 0.093 6345 0.156 9730 Steel Fixture 4470 0.063 7165 0.103 12120 SIHDU6 103/8 5/e 12414 2-33(2-20ga) 4895 0.125 8495 0.250 10470 2-43 (2-18ga) 6125 0119 9690 0.250 15460 2-54(2-16ga) 6125 0.108 9785 0.234 15005 Steel Fixture 5995 0.060 9580 0.136 14695 S/HDU9 12�/e '/. 18 #14 2-33(2-20ga) 6965 0.103 11125 0.189 13165 2-43 (2-18ga) 9255 0.125 15485 0.250 21810 2-54(2-16ga) 9990 0.106 15960 0.225 24480 Steel Fixture 12715 0.125 20510 1 0.177 31455 S/HDU11 165h W 27414 2-33 (2-20ga) 6965 0.103 11125 1 0.189 13165' For SI: 1 inch = 25.4 mm, 1 Ib = 4.45 N. 1. The Designer shall specify the foundation anchor material type, embedment and configuration. Some of the tabulated hold-down tension loads exceed the tension strength of typical ASTM F1554 Grade 36 or A307 anchor bolts. 2. A foundation anchor bolt washer is not required. 3. A heavy hex nut for the anchor bolt is required to achieve the tablulated loads for S/HDU11. 4. 1/4 -inch self -tapping screws may be substituted for #14 self -tapping screws. • 5. The Designer shall specify and detail the connection of the back-to-back full height framing members. • • • • • • 6. Hold-down displacement at tabulated ASD and LRFD loads is the difference in the displacement measured betwEtn the •agchor boR and back of the ttiQlrt • • down that's attached to the framing member(s) when loaded to the ASD and LRFD static test load, respectively.• Deflection fasteserislip, hold-down* elongation and anchor bolt elongation (L=4"). • • • 7. The Nominal Tension Load is the average ultimate (peak) load from tests in accordance with AISI 5100 Chapter* P.* Ve"n hold-downs are used int�g* • • framed shear walls or diagonal strap braced walls with an R -coefficient greater than 3, the AISI S213 Lateral DesRj 4%@bon C5 requirts hold-downs in • shear walls have the nominal strength to resist the lesser of the amplified seismic load or the load the system can dgliy%r jand hold-4pwns ig diagonal:tla1 * • braced walls have the nominal strength to resist the lesser of the amplified seismic load or the expected yield strength of the diagonal •tmp i�e•ing member. 0000 • 0000• Z�.+i 0000•• • • 0000• P"I ur FIGURE 2 — S/HDU HOLD-DOWN Page 10 of 28 • • •0009• • •••••0• • • • • 0 0000•• •••••• • • • • • • • •9000• •• • •• • • • • • • 'DO V Originally Issued: 06/25/2010 Revised: 06/21/2017 Valid Through: 06/30/2018 TABLE 3 — TENSION LOADS AND DISPLACEMENTS FOR S/LTT, S/DTT, S/HTT, AND HTT SERIES HOLD-DOWNS' .000.0 1-1-54 4150 0.125 6425 0 250 • X2365 .• ...... For SI: 1 inch = 25.4 mm, 1 Ib = 4.45 N. • • • • 1. The Designer shall specify the foundation anchor material type, embedment and configuration. • • • • • • • • • • • 0 2 Foundation anchor bolt washer is not required. 0000 • • • • 3. The Designer shall specify and detail the connection of the back-to-back full height studs. • • 000000 4. Hold-down displacement at tabulated ASD and LRFD loads is the difference in the displacement measured betweenlA Achor bolt and back of the hole • • • down that's attached to the framing member(s) when loaded to the ASD and LRFD static test load, respectively. DefketieAfastener slip, hol*dovm *0000 elongation and anchor bolt elongation (L=4 inches). • • • *00 i • • • • • • • • • • • 5. The Nominal Tension Load is the average ultimate (peak) load from tests in accordance with AIS' S100 Chapter F. When hold-downs are used in CFS • framed shear walls or diagonal strap braced walls with an R -coefficient greater than 3, the AIS' S213 Lateral Design g2:dht5 requires hdld-downs in • shear walls have the nominal strength to resist the lesser of the amplified seismic load or the load the system can deliver anti hold -doyens in diagonal stgp • • � • braced walls have the nominal strength to resist the lesser of the amplified seismic load or the expected yield strenoth of the diagonalO PAJAMAing member. • • • • 0000•• "•3 ;•...,,�.� Fasten cs ASD LRFD Framing :Nominal 0 0 Height Anchor 4 Member(S)3 Tension Displacement Tension Displacement Tension Model (in) Bolt Framing No. -mil ' Load at ASD Load, Load - at RFD Loads Load s Washer ..I Washer Dia? Fasteners,. (9a) (lbs) (in) (Ibs`,- , (in) (lbs) to S/LTT20 20 1/2 8 - #10 1-33 1200 0.125 1890 0.250 4625 SILTT20 S/DTT2Z SIHTT14 HTTS 1-20 a (HTT4 Similar) 1-33 1570 0.138 2200 0.254 4265 1-2 a' 1183a 16 1685 0.151 2355 0.250 5570 S/DTT2Z 615/16 1/2 8-#14 2-33 1735 0.153 2430 0.250 5735 (2-20ga) 1-33 2775 0.108 4430 0.172 6800 SIHTT14 15 5/8 - #10 1-20 a 2-33 2-20 a 3850 0.125 6700 0.250 11590 1-33 1-20 'a 3180 0.104 4770 0.187 8215 HTT4 12% 5/8 18410 #10 2-33' 4395 0.125 6675 0.250 11835 2-2 a 1-43 4240 0.125 6505 0.250 11585 1-18 a 4670 0.125 6970 0.250 ; 1 HTT5 16 5/8 26 - #10 22183a • .1 • • • 1-16 a • .000.0 1-1-54 4150 0.125 6425 0 250 • X2365 .• ...... For SI: 1 inch = 25.4 mm, 1 Ib = 4.45 N. • • • • 1. The Designer shall specify the foundation anchor material type, embedment and configuration. • • • • • • • • • • • 0 2 Foundation anchor bolt washer is not required. 0000 • • • • 3. The Designer shall specify and detail the connection of the back-to-back full height studs. • • 000000 4. Hold-down displacement at tabulated ASD and LRFD loads is the difference in the displacement measured betweenlA Achor bolt and back of the hole • • • down that's attached to the framing member(s) when loaded to the ASD and LRFD static test load, respectively. DefketieAfastener slip, hol*dovm *0000 elongation and anchor bolt elongation (L=4 inches). • • • *00 i • • • • • • • • • • • 5. The Nominal Tension Load is the average ultimate (peak) load from tests in accordance with AIS' S100 Chapter F. When hold-downs are used in CFS • framed shear walls or diagonal strap braced walls with an R -coefficient greater than 3, the AIS' S213 Lateral Design g2:dht5 requires hdld-downs in • shear walls have the nominal strength to resist the lesser of the amplified seismic load or the load the system can deliver anti hold -doyens in diagonal stgp • • � • braced walls have the nominal strength to resist the lesser of the amplified seismic load or the expected yield strenoth of the diagonalO PAJAMAing member. • • • • 0000•• FIGURE 3 — S/LTT, S/DTT, S/HTT AND HTT HOLD-DOWNS Page 11 of 28 Typical SIHTT14 Installation "•3 ;•...,,�.� +� 214' f -- 214 o 0 0 4 1W , 0 o Washer ..I Washer Q� not 1 required not required . #. SILTT20 S/DTT2Z SIHTT14 HTTS (HTT4 Similar) FIGURE 3 — S/LTT, S/DTT, S/HTT AND HTT HOLD-DOWNS Page 11 of 28 Typical SIHTT14 Installation Originally Issued: 06/25/2010 Revised: 06/21/2017 Valid Through: 06/30/2018 TABLE 4 — ALLOWABLE LOADS FOR THE S/LBV &S/B SERIES JOIST HANGERS' 2.3 --;111-1- 49.1/any 1 W s..q M 1, Designs stud insure that the joist member adequately transfers load to the hanger. 2. CFS t Steel Beam header must be traced to prevent buckling per Designer specification. 3. S/BA may be used for weld -on applications; a minimum of Minch x Zech filet weld on each top flange (4 welds total) is required. Distribute lie weld equally on both top flanges. Consult the code for special considerations when welding galvanized steel. 4. toads are based on the supporting member providing a minimum 2.112 Inch bearing area for the S+BA top Pangs (TF) as well as a minlmum CFS header and a minimum 68 ml (14ga) joist thidmess. S/BA Series Model No. Dimensions Fasteners Allowable Downloads' ModelNo.m 21/6 ([bs) B TF Top Joist S/BA - Screw 1 /2 6 - #10 screws 1410 3475 S/BA - Weld 4 —1/8' x T fillet weld'' 1- #10 2920 --;111-1- 49.1/any 1 W s..q M 1, Designs stud insure that the joist member adequately transfers load to the hanger. 2. CFS t Steel Beam header must be traced to prevent buckling per Designer specification. 3. S/BA may be used for weld -on applications; a minimum of Minch x Zech filet weld on each top flange (4 welds total) is required. Distribute lie weld equally on both top flanges. Consult the code for special considerations when welding galvanized steel. 4. toads are based on the supporting member providing a minimum 2.112 Inch bearing area for the S+BA top Pangs (TF) as well as a minlmum CFS header and a minimum 68 ml (14ga) joist thidmess. S/BA Series Model No. W (in) H (in) S/BA2.12/8 21/6 8 S/BA2.12/1010 S/BA2.12112 12 S/BA2.12/14 14 SIBA4.1818 43/16 8 S/BA4.18/10 10 S/BA4.18/12 12 S/BA4.18/14 14 S/BA Installation to a CFS Header FIGURE 4 — S/BA JOIST HANGER Page 12 of 28 S/BA Weld -on Applications . .000.0 0000.. 0000 0000 0000.. 0000.. 0000.. 0000. 0000.. 0000.. 0000.. 0000.. . 0 0 0 0 . Originally Issued: 06/25/2010 Revised: 06/21/2017 Valid Through: 06/30/2018 TABLE 5 - ALLOWABLE LOADS FOR THE S/LBV & S/B SERIES JOIST HANGERS1,2,3,4 SB Series Model No. Dimensions Fasteners' Allowable LoadsObs) Model No. Gn) S/B1.81 uplift I Download W H B Top Face Joist 97 mil 97 mil Welded S/82.56 S/LBV2.56 2 9/16 S/B2.68 S/LBV2.68 2 Willi 12 a 12 a S/LBV3.12 S/B See 6 to 30 3 to 5 8410 4414 3€14 1855 5970 35/, SB - Skew 8410 4414 3414 1855 4195 - S/LBV4.12 Table S/B4.28 S/LBV4 28 49/32 S/B435 S/LBV4.75 S/B - Weld Weld 3414 - 5755 Dimensions Fasteners Allowable Loads (lbs) Model No. (in) Uplift Download W H B Top Face Joist 68 mil 68 mil Welded 04 a) ( 14 a S/LBV See Table 6 to 20 2-1/4 4410 2410 3410 1010 3150 SILBV - Skew 4410 2410 3410 1010 2220 - S/LBV - Weld Weld - 3410 - - 2965 SB Series Model No. S/LBV Series Model No Width (inch) S/B1.56 S/LBV1.56 19/16 S/B1.81 S/LBV1.81 173/16 SB2.06 SABV2=.06 21/% S/B2.37 S/LBV2.37 23/, S/82.56 S/LBV2.56 2 9/16 S/B2.68 S/LBV2.68 2 Willi S/B3.12 S/LBV3.12 31/6 S/B3.56 S/LBV3.56 3 9116 S/B3.62 S/LBV3.62 35/, S/B4.06 S/LBV406 41/16 S/B4.12 S/LBV4.12 41/6 S/B4.28 S/LBV4 28 49/32 S/B435 S/LBV4.75 4314 S/B5.50 S/LBV5.50 51/2 1. Designer shall insure that thajoist member adaWately transfers load to the hanger. 2. Steel tasefer must be braced to prevent buckling per Designer :Specification. 3. SILSV and SB may be used for weld -on appicatio c a riamm lm of !/ " x 2 inch IClat weld on each tap flange is required. Distribute the vrea equally on both top flanges. Consult Ina ecde for special considerations Man weking galvanized nized steel. Uplift bads do not apply. 4. SIM aux! S B series can be ska ed to a maximum of 45', SIB srLev . • • i• ( I �> •.. 1• ' aasv, 20 are Acceptable 2 Fla Mini SILBV Instalhion to a CFS Header atr•r.ld" • 14plicallon • NLBV ahov^) FIGURE 5 - S/LBV & S/B JOIST HANGERS Page 13 of 28 .000.0 0000.. • 0000 • 0000 000000 • • • • . 0000.. 0000. 0000• 00.00. • 0000•• • 0 0• • • 0 0 0 0 0 0000.. • 0000.. .. • • • • . 0• • Originally Issued: 06/25/2010 Revised: 06/21/2017 Valid Through: 06/30/2018 TABLE 6 — ALLOWABLE LOADS FOR THE S/HJCT & S/JCT SERIES JOIST HANGERS Model No. Steel Header3,4' ' Fasieners5 Allowable Load' (lbs) Top Face Joist Uplift Download Uplift =1.6 DownloadCD "CO' 1.1 Straight Hanger 4~3 S/JCT (min) 1410 2410 4410 940 1195 S/JCT (max) 1410 4410 6410 1435 2105 S/HJCT (min) 2410 4414 6414 1510 2920 S/HJCT (max) 1 2410 8414 9414 1670 3855 1475 Skewed Hanger Skewed Hanger S/JCT (min) 1410 2410 4410 940 1135 S/JCT (max) 1410 4410 6410 940 1185 S/HJCT 2410 4410 6414 1510 2305 1210 1935 Welded Hanger 6 S/JCT 118" x 2'Iz"fillet weld to each side of top flange 4410 - 940 S/HJCT 4-#14' - 1450 S/HJCT Skew 4414 - 1235 Model No. Wood Header Fasteners Allowable Load 2 (lbs) Top Face Joist Uplift =1.6 DownloadCD "CO' 1.1 • • Straight Hanger 0000.• • • 0: 0 0 S/JCT (min) 1-10d 2-10d 4410 555 5 S/JCT (max) 1-10d 4-10d 6410 945 •1465 S/HJCT (min) 2-10d 4-SDS''%x37 6414 1210 aeZM; S/HJCT (max) 2-10d 8 -SDS % x 37 9414 1475 Skewed Hanger ' • • S/JCT (min) 1-10d 2-10d 4410 390 8J9 S/JCT (max) 1-10d 4-10d 6410 775 � T300 SMJCT 2-10d 4-SDS'/4x37 6414 1210 1935 For 15L I inch . 25.4 mm, I Ib . 4.45 N. I, Allowable loads for CFS members are based on a single 64 nil (t 6 ga) CFS member. 2. AllovAble loads to %Dod headars are bass an a minimum 4x12 DF -L woad member, 3. CFS! Steel Beam header must be braced to prevent web budding per Designer specification. 41 CFS joist shall be laterally braced per Designer specification. 5. Set -tapping screws shall be installed from Cha hanger into the joist using joist hanger holes. 6. 8adtng in the steal beam cavity behind the hanger is not rer}hlred to obtain tabulated loads. 7. SDS straws for use for designs in accordance with the 2006180 and IRC. Page 14 of 28 .000.0 0000.. 0000 • • • 0000 0000.• 0 0000.. •000.0 • 0000• • ••••• 0000.. 0 0000.. 0000.. 0000.. . . 0 -UES TM Originally Issued: 06/25/2010 S/JCT c 3/A' Revised: 06/21/2017 Valid Through: 06/30/2018 ° S/HJCT Weld -on Installation to an I-beam Header ° (See footnote #6) S/HJCT Installation To a CFS Header S/HJCT S/HJCT Installation to a 4x10 Wood Header FIGURE 6 - S/HJCT & S/JCT JOIST HANGERS Page 15 of 28 •0•••• 0000•• •• • 0000•• •000.0 • •••••• •. 0000•• ° ••••0• •.••• • 0000• 0000•• • 000.00 •••••• • • Originally Issued: 06/25/2010 Revised: 06/29/2017 Valid Through: 06/30/2018 TABLE 7 — ALLOWABLE LOADS FOR TJC CONNECTOR 3/e } • Skewed e Member W-67.5° TJC37 Typical TJC37 Installation Top View Installation FIGURE 7 — TJC CONNECTOR TABLE 8 — ALLOWABLE TENSION LOADS FOR TBD TRUSS BRACE DIAGONAL 3,4,5,6,7 Model No.Intermediate • • • • • • � Fasteners Allowable Load (Ibs) Strap Ends mil (18ga) Framing Member Thickness mil a 27 mil (22 gal Model No.43 Carrying Carried 2410 0• V-60' 61°-67.5' Member Member (No Skew) Skew Skew TJC37 (Min) 4410 4410 660 565 475 TJC37 (Max) 6410 6410 1 680 630 530 3/e } • Skewed e Member W-67.5° TJC37 Typical TJC37 Installation Top View Installation FIGURE 7 — TJC CONNECTOR TABLE 8 — ALLOWABLE TENSION LOADS FOR TBD TRUSS BRACE DIAGONAL 3,4,5,6,7 Model No.Intermediate • • • • • • � Fasteners2 Allowable Tension Loads (tbs)1' Strap Ends Trusses Framing Member Thickness mil a 27 mil (22 gal 33 mil (2 ga) TBD22 2410 2410 380 510•.•• : Goes • G For SI: 1 inch = 25.4 mm, 1lb=4.45 N.•••• • •• •••• 1. Load based on CFS trusses with a minimum yield strength, FY, of 50 ksi and a minimum ul*A91t@sRength, F•, of 69 ksi. Load shall be reduced proportionally for lower steel strength (actual strength / specified Sjr#"h). • s 2. Screws shall be installed into the dimpled areas and placed to maintain a minimum of 1/4 inch strap doge *too** distance and a minimum of %" center to center end distance. A minimum of 5/8 inch (3D) eclgg 8iltance is tabe maintained for the truss members. • • • • • • • • 3. TBD22 straps are to be installed at approximate 45-degress angles. e • • • • G : e • • G • 4. Straps shall be installed tight. 5. To resist construction forces, diagonal x -bracing is required at each end and every 10 trus%*spaaes �0 ft max). • Reference SBCA CFSBCSI-08 for more information. • • • • •G••• 6. Trusses shall be laterally braced to resist out -of -plane forces at the end of the TBD22 diagonal braces. •• 7. TBD22 diagonal braces may be sheathed over. • • so 0 • *atlng �etweln TSBNTble82- BCS; Table 32-t Typical TBD22 Top Chord Installation i0' ��• •TBD22 .—� Sheathing installs dim* r over TBD22 / `OS�SS ARK c Minimum Temporary Bracing ca Recommendation from SCBA CFSBCSI-08 nam F FIGURE 8 — TBD TRUSS BRACE DIAGONAL Page 16 of 28 UEs TM Originally Issued: 06/25/2010 Revised: 06/21/2017 Valid Through: 06/30/2018 TABLE 9 — ALLOWABLE LOADS FOR THE S/H1A HURRICANE TIE' Model No. Fasteners3 Framing Member Thickness mil (ga) Allowable Uplift Loads (Ibs)z Truss Track Stud Track ! Wall Stud Thickness 33 mil 43 mil (20 ga) (18 ga) 54 mil (16 ga) 4410 3410 1410 27 (22 ga) 470 470 470 SM1A 4410 3410 1410 33 (20 ga) 510 550 690 4410 3410 1410 43 (18 ga) 510 550 1 690 4410 3410 1-010 54 (16 ga) 520 675 1 850 1. S!H to does not replace solid Mocking. 2. Load based on CFS trusses with a minimum yield strength, Fy, of 50 ksi and a minimum yield strength, F,,, of 65 ksi. Load shall be reduced Proportionally for lower steel strength (actual strength r specified strength). For example,. 43 mil ( 18 ga) thick CFS truss with F-33 ksi and F,.46 kei and oonnaeted to a 43 mil rack and wall std. The a4usmd allowable load would be 550 bs. x minimum [% or "Q - 383 be. 3. Mnimum 1 M8 screw is required to attach top track to wall stud on the opposite side of TH1 A connector. This may be do typical track to stud screw.connectbn. S/HIA Typical S/H1A Installation FIGURE 9 — S/H1A HURRICANE TIE Page 17 of 28 Originally Issued: 06/25/2010 Revised: 06/21/2017 Valid Through: 06/30/2018 TABLE 10 — ALLOWABLE TENSION LOADS FOR STRAPS Model No. Material Thick. mil (ga) Dimensions (in) Fasteners (Total) Framing Member Thickness Allowable Tention Loads (lbs) 33 mil 43 mil 54 mil 33 mil 43 mil 54 mil W L 20 a 18 a 16 a 20 a 18 a 16 a LSTA9 33 (20 ga) 114 9 8410 8410 8- #10 705 1120 1190 LSTA12 1 1/4 12 10410 10410 8410 885 1190 1190 LSTA15 1 Va 15 12- #10 12- #10 10410 1060 1190 1190 LSTA18 1 Va 18 14- #10 12- #10 10410 1190 1190 1190 LSTA21 114 21 14- #10 12- #10 10410 1190 1190 1190 LSTA24 1 Va 24 14- #10 12- #10 10410 1190 1190 1190 ST292 2'/16 95/16 12- #10 10410 10410 1060 1240 1240 ST2122 21/16 12 73116 16410 12- #10 10410 1415 1500 1500 ST2115 3/4 165/16 8- #10 6- #10 4410 630 630 630 ST2215 21/16 16 5/16 20- #10 14- #10 10410 1765 1825 1825 LSTA30 43 mil (18 ga) 114 30 18- #10 12- #10 10410 1555 1555 1555 LSTA36 114 36 18-#10 16-#10 14410 1555 1555 1555 LST149 33/4 49 32- #10 32- #10 20- #10 2830 4050 4050 LST173 3 314 73 46- #10 32- #10 20- #10 4050 4050 4050 MSTA9 1 'la 9 8410 8- #10 8410 705 1050 1555 MSTA12 1 Va 12 10-#10 10- #10 8-#10 885 1315 1555 MSTA15 1 1/4 15 12- #10 12- #10 10410 1060 1555 1555 MSTA18 11/4 18 14-#10 12-#10 10410 1235 1555 1555 MSTA21 114 21 16-#10 12-#10 10410 1415 • •1555 MSTA24 114 24 18- #10 12- #10 10410 1555 . 55 .. 4 555 MSTA30 54 (16 ga) 1 Va 30 22- #10 16- #10 12410 1945 .. ..1850 .. MSTA36 1 1/4 36 24- #10 18- #10 16410 1950 .. ..1950 4950 ST6215 2'/16 1615/16 20- #10 16- #10 10410 1765 ..2025 2425 ST6224 21/16 23 5/16 28- #10 20- #10 12- #10 2455 .. T455 ST9 1 14 9 8- #10 8410 8- #10 705 .. ..1Q50 1350 ST12 114 115/8 10- #10 10- #10 8410 885 .. ..f315 " 1350 ST18 1 14 173/4 14410 12- #10 12410 1235 .. ..1,350 350 ST22 1 1/4 1 215/6 20- #10 20- #10 20- #10 1350 : ' '350 1 0 MSTC28 3 28114 36- #10 36- #10 30- #10 3180 . .4600 " 46M MSTC40 3 40114 52- #10 46- #10 46410 4595 ' ' 00 4 00 MSTC52 3 521/4 54- #10 42- #10 42- #10 4600 4600 1100 MSTC66 68 (14 ga) 3 653/4 66- #10 46- #10 30- #10 5795 5795 5795 MSTC78 3 773/4 66- #10 46- #10 30- #10 5795 5795 5795 ST6236 21/16 3313116 40- #10 30- #10 18410 3535 3760 3760 HRS6 97 (12 ga) 13/6 6 6- #10 6410 6410 530 790 1600 HRS8 1 3/e 8 10- #10 10410 10410 885 1315 2670 HRS12 1 3/e 12 14- #10 14- #10 12- #10 1235 1840 2710 FHA6 11116 6 3/6 8410 8- #10 8- #10 705 1050 2045 FHA9 1 '/16 9 8- #10 8- #10 8- #10 705 1050 2045 FHAl2 17/16 115/8 8- #10 8410 8410 705 1050 2045 FHA18 11116 173/4 8- #10 8410 8410 705 1050 2045 FHA24 17/16 237/8 8- #10 8- #10 8410 705 1050 2045 FHA30 17/16 30 8- #10 8- #10 8- #10 705 1050 2045 MST126 21/16 26 26- #10 26- #10 22- #10 2300 3420 5025 MST136 21/16 36 36- #10 36- #10 22- #10 3180 4735 5025 MST148 21/16 48 48- #10 40- #10 22- #10 4240 5025 5025 MST160 21/16 60 58- #10 40- #10 22- #10 5025 5025 5025 MST172 21/16 72 62- #10 58- #10 54 #10 5025 5025 5025 S/MST27 2'/16 27 30- #10 30- #10 22- #10 2650 3945 5025 S/MST37 21/16 37'/2 42- #10 40- #10 22- #10 3710 5025 5025 S/MST48 21/16 48 54410 40- #10 24- #10 4770 5155 5155 S/MST60 118 (10 ga) 1 21/16 60 68410 52410 30- #10 6010 6650 6650 S/MST72 21/16 72 76410 52410 30- #10 6650 6650 6650 Page 18 of 28 0000.. 0000.. 0000.. 0000. 0000. 0 0 0 0. 0 . 000000 . . . 00000 0VES TM Originally Issued: 06/25/2010 11V - MST[ MST (S/MST Similar) LSTI Revised: 06/21/2017 V_► i_ Valid Through: 06/30/2018 LSTA and MSTA (Pitot holes not shown) 000 '0 0 0 0 0 0 D -0 0 0 0 C00''!Vz 3 g 0 0 0 6 0 0 0 0 D 0 q 0...0 :0 q L MSTC FIGURE 10 -STRAPS Page 19 of 28 FHA HRS • • 0000•• •• • 0000 • 0000•• 0000 0000•• • 0000•• • • • 0000•. 0000 • • • • • • 0000•• ••••� - 1 0000• 00 0000• • � •• . cp • • Ini 0000•• • • • a^ ._. ._T... • • • i -:i ST2115 STS, ST12, ST18, ST22 Originally Issued: 06/25/2010 Revised: 06/21/2017 Valid Through: 06/30/2018 TABLE 11 — ALLOWABLE TENSION LOADS FOR COILED STRAPS For 51: 1 inch = 25.4 mm. 1 Ib = 4.45 N. 1. One-half of the fasteners shall be installed in each member being connected to achieve the listed loads. 2. For CMST straps: Minimum End Length (inches) = 112 total fasteners x 718 inch + 1 inch when all holes filled. Double length if only round holes filled. 3. For CMSTC16 straps: Minimum End Length (inches) = 1/2 total fasteners x % inch + 1 inch when all holes filled. Double length if only round holes filled. 4. For CS straps: Minimum End Length (inches) = 112 total fasteners + 1 inch. 5. Total Cut Length = End Length + Clear Span + End Length. 6. Where a reduced number of self -tapping screws are installed, allowable load = (#screws used / #screws in table) x table load. 7. Loads are based on lesser of steel strap capacity and fastener calculations in accordance with AIS! S100. • • we 16C'tyM h 1 CS Hole Pattern (all other CS straps similar) o o 0 3• OCT14 14 G4 0 0 0 —Th' »-1 CSMST14 Hole Pattern (CMST12 similar) FIGURE 11 -COILED STRAPS Page 20 of 28 Fasteners (Total) Allowable Total Material Framing Member Thickness' Tension 6 Dads •••••• {lbs) Model No. Length Thickness M5 mil (ga) 33 mil 43 mil 54 mil 33 trail (20 ga), - y i (20 ga) (18 ga) (16 :ga) 43 mil (18 9a), •••• 4 00000 Fasteners 54 mil 16 a CMST12 402 97 12 a 104410 70410 40410 9080 CMST14 52'/22 68 ; 14 a 72410 1 50410 28410 6365 CMSTC16 543 54 16 a 54410 36410 30410 4600 CS'14 1004 68 14 a 28410 18410 12410 2305 CS16 1504 54 16 a 18410 12410 8410 1550 CS18 2004 43 18 a 14410 10410 6410 1235 CS20 2504 33 20 a 12410 8410 6410 945 CS22 3004 27 22 a' 10410 1 6410 6-#10' 775 For 51: 1 inch = 25.4 mm. 1 Ib = 4.45 N. 1. One-half of the fasteners shall be installed in each member being connected to achieve the listed loads. 2. For CMST straps: Minimum End Length (inches) = 112 total fasteners x 718 inch + 1 inch when all holes filled. Double length if only round holes filled. 3. For CMSTC16 straps: Minimum End Length (inches) = 1/2 total fasteners x % inch + 1 inch when all holes filled. Double length if only round holes filled. 4. For CS straps: Minimum End Length (inches) = 112 total fasteners + 1 inch. 5. Total Cut Length = End Length + Clear Span + End Length. 6. Where a reduced number of self -tapping screws are installed, allowable load = (#screws used / #screws in table) x table load. 7. Loads are based on lesser of steel strap capacity and fastener calculations in accordance with AIS! S100. • • we 16C'tyM h 1 CS Hole Pattern (all other CS straps similar) o o 0 3• OCT14 14 G4 0 0 0 —Th' »-1 CSMST14 Hole Pattern (CMST12 similar) FIGURE 11 -COILED STRAPS Page 20 of 28 Equal number of specified screws in each end Typical CS Installation As a Floor -to -Floor Tie •••••• •••• ••••% • •••••• •••• y i • • ••, •• •••• 4 00000 Fasteners • •••• •t symetricallylDleI •LEEN�N• :::::o • •b • 0 0, TUrT • K'. . .LEi ...... • 0000•• gPA Screws not r. required in-✓ i• r clear span " » p TN Provide minimum 3x screw diameter end distance per - 14 code for CS and CMST p _ Equal number of specified screws in each end Typical CS Installation As a Floor -to -Floor Tie Originally Issued: 06/25/2010 Revised: 06/21/2017 Valid Through: 06/30/2018 TABLE 12 — ALLOWABLE TENSION LOADS FOR TWIST STRAPS Model No.3•s Material Thickness mil (ga.) L (in.) Fasteners (TotaQ1,1 Framinc I Member Thickness Allowable Tension Loads4.6, lbs 33 mil 20 a 43 mil 18 a 54 mil 16 a 33 mil 20 a 43 mil 18 a 54 mil 16 a LTS12 AZ, (18 ga) 12 10410 6410 6410 775 775 775 LTS16 16 LTS18 18 LTS20 20 MTS12 (16 ga) 12 12410 8410 6410 995 995 995 MTS16 16 MTS18 18 MTS20 20 MTS30 30 MTS24C 24 MTSC30 30 HTS16 68 (14 ga) 1 16 16410 12410 6410 1415 1450 1450 HTS20 20 18410 1 12410 6410 1450 1450 4 1450 HTS24 24 HTS28 28 HTS30 30 HTS30C 30 1 For SI: 1 inch = 25.4 mm, 1 Ib = 4.45 N. 1. Not all fastener boles need to be filled as additional fastener holes are provided. 2.Install half of the listed fasteners in each end of the strap to achieve full loads. 3. All straps except the MTS30 and HTS30 have the twist in the center of the strap. 4 -Twist straps do not have to be wrapped over the truss to achieve the listed load. 5. May be installed on the inside face of the stud. 6. Loads are based on minimum steel thickness listed. lion Is 1' TyP• 0000•• • 0000•• 0000 0000 0000•• 0000•• 10 • • 1 • • LTS12 MTS30 (MTS and HTS Similar) (HTS30 Similar) FIGURE 12 — TWIST STRAPS Page 21 of 28 0000 0000 • • 0000•• • •000.0 W MTS30C (HTS30C Similar) 0000•• , • • • • • • • • 00000 • • 0000• 00.0.0 • • • • • • • • • •0000• • • OUE TM Originally Issued: 06/25/2010 Revised: 06/21/2017 Valid Through: 06/30/2018 TABLE 13 - ALLOWABLE LOADS FOR SP SERIES STUD PLATE (TRACK) TIES For 51: 1 inch= 25.4 mm, 1 Ib =4.45 N. Typical 1 Installati (Wall to Top SP4 L f 1 .I l j ted" Dimensions Fasteners Allowable lift Loads Model No. bUS W L Stud 33 mil (20 ga) SP4 39/16 ' Ila 6410 #10 825 SP6 5 9/16 7 314 6410 #10 825 For 51: 1 inch= 25.4 mm, 1 Ib =4.45 N. Typical 1 Installati (Wall to Top SP4 L f 1 .I l j ted" (Wall to Bottom Track) FIGURE 13 - SP STUD PLATE (TRACK) TIE Page 22 of 28 SP6 k s • •••••• • • 0090:0 •• • 9000 • • • 0 00.00 • 0699 9999•• ••••9• D 9999 • • • • D i • •000•0 0000 0* :000 • 99•• • • 09000 ••• • 0 • •. • • 00.000 •0000• • • •0000• • 0 • • • • Typical SP Installation • • • • • (Wall to Bottom Track) FIGURE 13 - SP STUD PLATE (TRACK) TIE Page 22 of 28 Originally Issued: 06/25/2010 Revised: 06/21/2017 Valid Through: 06/30/2018 TABLE 14 - ALLOWABLE LOADS FOR SSP, DSP & TSP STUD PLATE (TRACK) TIES For SI: 1 inch - 25.4 mm, 1 Ib. 4.45 N. 1. For wood dates, noted values only aptly to DFISP members w h4re wood top plates are used. For SPF values, multiply by 0.88. 2.For woad plates, when cross-7ain tension cannot be avoided, mechanics] reinforcement to resist such forces should be considered. 3. Self -tapping screws instated into wood plates with a minimum st ox %inch. .L - SSP L - SSP t U.S. Patent 7,065,932 • ; 61y, . B ^� 13/ •`^tet.. s) I DSP U.S. a) I Patent 7,066,932 i • 811/1•� • i • • i • I 21,•, Typical SSP Installed to Bottom Track (DSP similar for Double Stud) S •9••0• 090000 0000 TSP ° ° •66••6 U.S. Patent ° D618,086 0 0 . 0 0 • r 0 f_ I DSP Installed Track imilar for Single Stud) FIGURE 14 - SSP, DSP 8r TSP STUD PLATE (TRACK) TIE Page 23 of 28 0000•• • 0000 0000 • 0000•• • 0000•• • • • • • • • :al TSP Installed p Track with Top Plate 0000•• • • • 0000•• •0••6• 0000• 0000• 0000•• • 966••6 •9•••6 • • Fasteners Allowable Uplift Loads lbs Model No. Studs Top Track Wood'.3 CFS Bottom Track CFS 33 mil 20a 9 ) 43 mil 1 ( 8 g a) CFS SSP 4 410 — — 2410 #10 355 625 2 - #10- — 340 600 2410 1 -#10 — 405 715 2- 10d 1 - #10 — 480 840 DSP 8410 #10 — — 4410 #10 430 695 — 4410 #10 — 475 775 4410 #10 2 - #10 — 585 955 4 -10d 2410 #10 — 730 1200 TSP 6410 #10 — 3410 #10 345 645 3 - #10 — 370 700 9410 3410 3410 — 360 685 3 -10d 3410 #10 — 480 905 For SI: 1 inch - 25.4 mm, 1 Ib. 4.45 N. 1. For wood dates, noted values only aptly to DFISP members w h4re wood top plates are used. For SPF values, multiply by 0.88. 2.For woad plates, when cross-7ain tension cannot be avoided, mechanics] reinforcement to resist such forces should be considered. 3. Self -tapping screws instated into wood plates with a minimum st ox %inch. .L - SSP L - SSP t U.S. Patent 7,065,932 • ; 61y, . B ^� 13/ •`^tet.. s) I DSP U.S. a) I Patent 7,066,932 i • 811/1•� • i • • i • I 21,•, Typical SSP Installed to Bottom Track (DSP similar for Double Stud) S •9••0• 090000 0000 TSP ° ° •66••6 U.S. Patent ° D618,086 0 0 . 0 0 • r 0 f_ I DSP Installed Track imilar for Single Stud) FIGURE 14 - SSP, DSP 8r TSP STUD PLATE (TRACK) TIE Page 23 of 28 0000•• • 0000 0000 • 0000•• • 0000•• • • • • • • • :al TSP Installed p Track with Top Plate 0000•• • • • 0000•• •0••6• 0000• 0000• 0000•• • 966••6 •9•••6 • • II UES ' i - TM Originally Issued: 06/25/2010 Revised: 06/21/2017 Valid Through: 06/30/2018 TABLE 15 —ALLOWABLE LOADS FOR LTP5 LATERAL TIE PLATE Model No. Type of Connection Direction of Load Fasteners Allowable Loads lbs 1.3,4 To Rim Joist To Tracks & Shear Wall 43 mil (18 ga) LTP5 1 G 1 7410 7410 1045 2 7410 7410 1110 3 1 7 - 8d x 1 1/2 1 7410 7304 For 5V I inch - 25.4 mm. I Ib = 4.45 N. 1. Nimble leads are for one connector. 2. When anchors are installed on each side of joist, the minimum joist thkiwiess is 3 inches. 3. Nlovadea leads are based on CFS (stud & sheet) of 43 mil (1 a ga) minimum. 4. Allowable load for Connection 3 assumes duration increase (Co) =1.60. H R n lywood 'lywood FIGURE 15 — LTP5 LATERAL TIE PLATE Page 24 of 28 0 VES TM Originally Issued: 06/25/2010 Revised: 06/21/2017 Valid Through: 06/30/2018 TABLE 16 — ALLOWABLE LOADS FOR STC & DTC TRUSS CLIP Model No. Fasteners Allowable Loads (lbs) Base SIot3 Without Gap' With 14" Gap With %" Gap F12 F2 F12 F2 F12 F2 STC 248 148 185 35 135 35 75 I 35 DTC 448 248 200 160 200 160 145 1 160 t. Truss or rafter must be bearing on lop plate to achieve the T allowable loads under "WITHOUT GAP.' 2. Clips are required on both sides of tine truss to acttev F f loads in both directions (sUggerpvts to avoid screw inlefferarrc41 3. Slot screv4s) are to be installed in t w middle of ft slot 23/4w Typical STC Installation Ii I 23411 A •.•.• IF • I 0000.. �1 0000 0000.• • • s Screws into the truss • or rafter should not be driven completely flush against the connector, to allow vertical truss movement. FIGURE 16 — STC AND DTC TRUSS CLIPS Page 25 of 28 • • 0000•. • 0000 0000 , . 0000•. 0000•. • • 0000.. 0000.. • •0000• 0000.• 0000• 0000. 0000.. • 0000.. 0000.• V Originally Issued: 06/25/2010 Revised: 06/21/2017 Valid Through: 06/30/2018 TABLE 17 — ALLOWABLE TORSIONAL MOMENT, BRACE STRENGTH AND BRACE STIFFNESS FOR LSURH_ SURH AND MSURH SERIES CONNECTORS Model ;No. Stud Depth (in.) Stud Thickness mils,{ga.) Laterally Loaded c -Stud, Allowable Torsional Moment 2 in. - lbs Min Max Axial! Loaded GStud1 y Allowable Brace Stiffness 3 Brace Strength z Ibs: (lbs. lin:) Min Max Min Max LSUBH3.25 3.625 33 20 215 330 155 275 2300 2685 43 18 230 370 175 310 5075 7585 54 16 225 370 195 345 5075 8100 SUBH3.25 3.625 20 33" 320 345 230 370 1450'' 1985 18 43 355 430 255 420 2780 4035 16 ;54 420 455 290 475 2925 3975 MSUBH3.25 3.625 16 54 550 800 435 630 3440 4015 14 68 640 860 485 695 4040 6145 12 97 670 860 515 770 6860 14265 LSUBH3.25 6.00 33`20 225 330 1200 140 870 730' 43 (18) 18 255 395 155 285 1010 2075 54`16 265 395 180 330 1025 2565 SUBH3.25 6.00 20 33 275 385 110 110 605 605 18 43 295 525 230 250 1050 • ... 1205 16 54 350 550 275 415 ' .' Z30 700 MSUBH3.25 6.00 16 54 565 895 385 430 • •.130 ',,0-1695 14 68 655 925 455 620 ...1860 •2655 12 97 690 960 505 765 ***4070 . 4090 LSUBH3.25 8.00 43 18 235 375 135 135 • • • 15 815 54 16 250 375 180 260 • • •1r130 4130 SUBH3.25 8.00 18'43 255 570 190 190 ••505 535 16 54 325 605 250 300 :":0:95 "1025 MSUBH3.25 8.00 17 54 545 890 270 270 ' 1025 •� 5 14 68 635 925 435 455 . .'1.300 1400 12 97 665 955 545 545 465 .2465 ror ar i mcn = zo.v mm, i ID = a.vorv. 1. To obtain allowable loads tabulated for "Min." fasteners, a screw shall be placed in each pre -punch round hole (1 screw total). For allowable loads tabulated for "Max." fastener, a screw shall be placed in each of the pre -punch round and triangle holes (2 screws total). 2. Allowable loads are for use when utilizing the Allowable Stress Design (ASD) methodology. For LRFD loads the ASD tabulated values shall be multiplied by 1.6- 3. Tabulated values apply to both ASD and LRFD designs. CFS C -Stud 3 %'to 8' maximum depth Self -Drilling Screw � \ (1) - #10 screw (Min.) (2) -#10 screw (Max.) 411 tY4` 3y' i 1 W x W x 54 mil (16 gauge) u -channel bridging SUBH3.25 f U.S. '-...,► Patent Typical SUBHNSUBH Installation 8,813,456 FIGURE 17 — LSUBH/SUBH MSUBH CONNECTORS Page 26 of 28 Originally Issued: 06/25/2010 Revised: 06/21/2017 Valid Through: 06/30/2018 TABLE 18 --CONNECTOR MATERIAL PROPERTIES TABLE - Model No. / Model Series ASTM Specification Minimum Yield Strength F ksi Minimum Tensile Strength Fn ksi Nominal Thickness Min. Base Metal Thickness inch S/HDB Base Plate A36 33 52 % inch 0.485 S/HD8B & 1013(Body) A 1011 Grade 40 40 55 10 GA. 0.126 S/HD156(Body) A 1011 Grade 40 40 55 7 GA. 0.171 S/HDS Base Plate' A36' 33 52' "J inch 0,485 S/HD8S & 10S(Body) A 1011 Grade 40 40 55 10 GA. 0.126 S/HD15S (Body) A 1011 Grade 40 40' 55' 7 GA. 0.171 S/HDU Washer A 1011 Grade 33 33 52 3 GA. 0.229 S/HDU(Body) A 653 SS GR 33 33 45' 10 GA, 0129 S/LTT(Body) A 653 SS GR 33 33 45 12 GA. 0.099 S/LTT Base:': A 1011 Grade 33' _ 33 52 3 GA. 0.229 S/DTT2Z A 653 SS GR 33 33 45 14 GA. 0.070 S/HTf HTT A 653 SS GR 33 33 45 11 GA. 0.112 S/BA A 653 SS GR 33 33 45 14 GA. 0.070 S/B A 653 SS GR 33 33 45 12 GA. 0.099 S/LBV A 653 SS GR 33 33 45 14 GA. 0.070 S/HJCT A 653 SS GR 40 42 56 12 GA. 0:099 S/JCT A 653 SS GR 40 40 55 14 GA. 0.070 TJC37 A 653 SS GR 33 33 45 16 GA'. 0.067 • TBD22 A 653 SS GR 40 40 55 22 GA. • 0.029 S/H1 A A 653 SS GR' 33 33 45 105-,.-e /-,.. •' 0.04ra • • •- LSTA12 15 18 21 24 A 653 SS GR 50 CL1 50 65 20 G4..... 0.036• • • LSTA30 & LSTA36' A 653 SS GR 50 CL1 50 65 18 G,4. •. 0.046 MSTA9, 12, 15, 18, 21, 24 A 653 SS GR 50 CL1 50 65 18 C-6C." . O.Oi46 ..'. MSTA30, 36' 49 A 653 SS GR 50 CU 50 65 16 0.0$7 ., MSTC28, 40, 52 A 653 SS GR 50 CL1 50 65 0 16 Q& 0. T* S/MST27, 37 A 653 SS GR 40 40 55 12 G 0.099 S/MST48 A 653 SS GR 40 42 56 12 gn. • 0.0 .99 S/MST60 72 A 653 SS GR 40 42 56 10 P6. 0.1 s• • • LSTI A 653 SS GR 40 40 55 18 2!4 • • 0.04 MSTI A 653 ;SS GR 40 40 55 12 GA 0;099 • ST9 ST12 ST18 ST22 A 653 SS GR 33 33 45 16 GA. 0.057 ST6215 A 653 SS GR 33 33 45' 16 GA. 0.057 ST6224 A 653 SS GR 40 40 55 16 GA. 0.057 ST2115 A 653 SS GR 50' CL1 50' 65 20 GA. 0.035 ST2122 A 653 SS GR 40 40 55 20 GA. 0.035 ST2215 A 653 SS GR 50 CU 50 65 20 GA. 0.035 ST292 A 653 SS GR 33 33 45 20 GA. 0.035 ST6236 A 653 SS GR'50 CL1 50 65 14 GA 0.070 FHA A 653 SS GR 33 33 45 12 GA. 0.099 HRS'' A 653 SS GR 33 33 45 12 GA. 0.099 CMST12 A 653 SS GR 50 CL1 50 65 12 GA. 0.099 CMST14 A 653 SS GR 50'CL1 50 65 14 GA. 0.070 Page 27 of 28 0000.. 0000.. 0000.. 0000. 0000. .000.0 0' .000.0 000000 Originally Issued: 06/25/201.0 Revised: 06/21/2017 Valid Through: 06/30/2018 TABLE 18- CONNECTOR MATERIAL PROPERTIES TABLE (CONT.) CMSTC16 A 653 SS GR 50 CLI 50 65 16 GA. 0.057 CS14 A 653 SS GR 50 GL1 50 65 14 GA. 0.070 CS16 A 653 SS GR 40 40 55 16 GA. 0.057 CS1'8 A 653 SS GR 40 40 55 18 GA. 0.046 CS20 A 653 SS GR 40 40 55 20 GA. 0.035 GS22 A 653 SS GR 40 40 55 22 GA. 0.029 LTS A 653 SS GR 33 33 45 18 GA. 0.046 MTS .MTSC A 653 SS GR 33 33 45 16 GA. 0.057 HTS HTSC A 653 SS GR 40 40 55 14 GA. 0.070 SP A 653 SS GR 33 33 45 20 GA. 0.035 SSP A 653SS GR 40 40 55 18 GA. 0.046 DSP A 653SS GR 40 40 55 18 GA. 0.046 TSP A 653SS GR 40 40 55 16 GA. 0.057 LTP5 A 653SS GR 40 40 55 20 GA. 0.035 DTC A 653 SS GR 33 33 45 18 GA. 0.046 STC A 653 SS GR 33 33 45 18 GA. 0.046 LSUBH A 653SS GR 40 40 55 20 GA. 0.035 SUBH A 653 SS GR 40 40 55 18 GA. 0.046 MSUBH A 653 SS GR 40 40 55 14 GA. 0.070 hor 51: 1 Inch = 2b.4 MM, 1 Psi = 6.89b Kra. Page 28 of 28 MIAMI•DADE MIANTI-DADS COUNTY ! PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SN 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wnvw.miamidade.Qovleeonomv ES Windows, LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Extruded Aluminum Tube Mullion -- L.M.I. : • • .:. APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullioris's sheeLl 1krough 9 of 9, dated 04/26/04, with revision G dated 07/14/14, prepared by Al-Farooq Corpuratea, signed aW sealed • • • : • by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision SMhp with theNotice of...: Acceptance number and expiration date by the Miami—Dade County Product Control Sebtion. :...;. • .... . ..... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • LABELING: Each unit shall bear a permanent label with the manufacturer's ftnte or logo, city, state, • • • : • model/series, and following statement: "Miami -Dade County Product Control Afrbbtd", unless bthenvise • noted herein. RENEWAL of this NOA shall be considered after a renewal application has been. filed and there bas beep' • •' no change in the applicable building code negatively affecting the performance of this product. * • • 0 • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NDA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOAH 12-0308.37 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 14-0731.06 Expiration Date: September 16, 2019 Approval Date: September 18, 2014 fff Page I ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 04-0712.01) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision G dated 07/14/14, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "D -A" fixed window, Grade 10, Level LV 1 per ASTM F 588-04, Side -Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Repo is Nq. FTI; i3gdlh dated 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06t09/V3, all„gigped and• ••• • sealed by Joseph Chan, P.E. • • •; • • • • • • • • • • • • (Submitted under NOA No. 04-0712.01) """ ' • C. CALCULATIONS ...... • . . ..... 1. Anchor verification calculations and structural analysis, comp?}ig with TBC 201 Q,Y Y Y Y dated 09/01/09 and updated on 07/10/14 to comply with TVe.5• Edition (2014), •; prepared by Al-Farooq Corporation, signed and sealed by Javad AhAiad, Io.&.: Y (Submitted partially under NOA# 09-0825.03) 6049e: . .. . D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. ZZI f` Manuel -Perez, P.E. Product Control xaminer NOA 4-0731.06 Expiration Date: September 16, 2019 Approval Date: September 18, 2014 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC - 5th Edition (2014), and of no financial- interest, dated July 10, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, F.E. 2. Laboratory compliance letter for Test Reports No. FTL-3810,. dated 05/16/03; FTL- 3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Joseph C. Chan, P.E. (Suburilted under NOA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 12-0308.37, issued to ES Windows, LLC for their Series Aluminum Tube Mullions — L.M.I., approved on 05/31/12 and expiring on 09/16/14. w ...... .... ...... . .... . ..... ...... . . ..... .... . ...... Manuel P, eez; jE. Product Control Examiner NOA No. 14.031.06 Expiration Date: September 16, 2019 Approval Date: September 18, 2014 E-2 5 6.1 + .MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. `• AND CAN BE USED WITH ALL MIAMI—DADE COUNTY APPROVED IMPACT AND NON—IMPACT RESISTANT PRODUCTS. _RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY b!OTES• THIS PRODUCT HAS'BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS: "t 1; 1—' ( USE CHARTS AND GRAPHS AS FOLLOWS. a STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 as complying with the Florida FOR PARTICULAR OPENING. STEPS USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS o i i , MEETING ABOVE LOAD REQUIREMENTS. Ex -?i ration Date 'STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT Engr JAVAD Ak1.G10 CML ; APPROVAL. FLA. PE 1 70592 USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH C.A.N. 3538 i STEP 44' DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED "" IN STEP t ABOVE. •1Vtr' ('�n`�4 USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS ` STEPS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. M04-04 CAL '''ING PRODUCT 1.000 4.000 � � In- ;ol Z (�I a� z o _ z g a ill 9 0 o O C 4 �QM 0 Q 0 IcWW r ' �, in • o Ni to J, ¢W���J j. •� • ��� ••••v • • 0 1 3: O Q I N Q W "t 1; 1—' ( PRODUCT REVISED a as complying with the Florida `, Building Code Acceptance No o i i , Ex -?i ration Date By A4iamtvedz Prrsdtic Ti drawing no. I M04-04 sheet j of g j 1.000 �- 1.000 125 .323 2.000 �,125 2.000 ---- 250 . `j 1.000 _ 1.000 2.000 �i 125 338 125 Z r .125 o izi 125 ('0 ! 4.000 .125 Q 44 ii o 9 ' er 4.000 3.000 0 M 3.000 -.125 a ! -H 6.000 6.000 _ .338 .323 5.000 CY 125 .125 .250 0 a Q o E I �N.Q! Ix = 1,466 IN\4 Ix = 2.975 IN\4 Ix = .950 IN\+ rc IX = 2.037 IN\4 Sx - .977 IN\3 SX = 1.487 IN\3 3 Sx = .634 IN\3 Sx = 1.018 IN\3 iiL Z lu a ' 1 X 3 .1 X 4 1 X 3 1 X 4 J��� jI STD. MULLIONSTD. MULLION CUSTOM MULLION CUSTOM MULLION L Li Q w 2 I 6063-T6 6063-T6 6063-T6 6063-T6 � -- • •--� i • r• i 2,000 IX 5.204 IN\4 IX = 8.276 IN\4 Ix = 15.203 IN\4 SX • • • • • 4 I� .125 2.Q82 IN\3 $,Q68 IN\3 • r { = SX = 2.758 IN\3 SX = !• •I as 2.000 125 2 X 5 2 X 6 2 X 6 • •E •• •• • OJ! h STD. MULLION STD. MULLION HEAVY MULLION ; OJ; U �.•••v•� 6063-T6 6063-T6 6063-T6 �• f •• •••i J a0 125 .720 1.690 •• i J ••••••I 4.000 ( la� 3.000 .125 3� 156 TYP. : 4c>1 p r*w ,�e 125 2.750 3.250 2.000 Vj (Ng 1.405 �IW�rw� Ix = 1.467 IN\4 IX = 2.976 IN\4 _J X = .978 IN\3 SX = 1.488 1N\3 ' 2 X 3I 2 X 4 -3.750� ! �~ ���� STD. MULLION STD. MULLION 4.500 � � f o � W� ti 6063-T6 OIL) v 6063-T6 NOTCH N p p l 0 OPTIONAL_ NOTCH&Fd o� X I >! y/2" OPTIONALo�ml�Io (� 3 TYP.1/2 C; W!al3 W W UI �' I V! O 125 o.CL p'n z � .Ez•� 2.000 Ed = MIN. EDGE DIST. Ed_ Ed =MIN. EDGE 01ST.1/2" FOR 1/4" DIA. ANCHORS 1 2" FOR 1 4" DIA. ANCHORS/ % c5/8' FOR 5/16" DIA. ANCHORS 5/8' FOR 5/16" DIA. ANCHORS. 'in �ImlosMi:r: MULLION CLIP MULLION CLIP > 2.000-jj 6063-T6 60&3-T6 Engr: JAVAD AHMAD PRODUCT REVISED to i M o II CIVIL. as complying with the Florida Ed. FLA. PE i 70592 Buildntg Code o \ ! C.A.N. ,3538 I Acceptance too j 5 Rx iralfon Dale 2 °I a " i ° Y 4-0 Ed =MIN. EDGE GIST.UL 2 . By �,/�* . �, 1/2' FOR 1/4" OLA. ANCHORS IJ r =(+�iiamrye Pr fC417(%rj!- r drawing orI 5/8" FOR 5/16" DIA. ANCHORS r r } ANGLE CLIP M04-04 6063-T5� s et 2 of S DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY .- PSV (TUBE .MULLIONS) WINDOW DIMS. 1X, 1 X 4 'STD. STD.. 1 X 3 CUSTOM 2 X 3 STD. 1 X 4 CUSTOM 2 X 4 STD.. 2X5 --2X6 STD. _ STD. 2 X 6 •HEAVY liPIiVDOIY DIMS. 1X3 STD. 1.X4 STD. 1 X 3 CUSTOM 2X3 STD. 1 X 4 CUSTOM 2X5 STD, 2•X6 STD. 2X6 HEAVY WIDTH (iw) MULL, SPAN WIDTH (W) MULL. SPAN 2X4 STD. 19-t/8" 26-1 /2' 30" 37" 42" 48" 54" 64 66' 72" 38-3/8" 150.0 150.0 __..._ 150.0 150.0 150.0 150.0 15d.Q 150.0 150-.0 - 150.0 150.0 -- ... _..._ 150.4 150.0 t 50.0 19-1/8' 26-1/2' 30' 37" 42" 48' 54' 60" 66" 72' 74-1/4" 74.6 -__.. 53.8 140.9 _._ 101.7 " '89.8 115.1. 150.Q 150.0 ---•-...._ 150.0 150.0 _150..__..___ 150.0 150.0 150.0 150.0 150.0 83.1 73.4 148.6 150.0 150.0 150.0 150.0 150.0 47.5 131.3 150.0 150.0 150.0 150.0 150.0 - 149.6 150,0 150.0 150.0 150.0 150.0 150.0- 150.0 150.0 3 8.5 _..._..._ 33.9 72.8 59.5 1.06.4 ` 93.8 148,9 _.__._..._...- 131.2 0.0 150 . 0 150.0 1 150.0 154.0 150.0 150.6 150.0 150.0 146.8 134.6 150.0 150.0 150.0 150.0 150.0 64.2 52.4 45.9 40.8 130.9 150.0 150.0 150.0 150.0• 29.7 56.1. 82.1 114.8 150.0 150.0- 116.3 150.0 150.0- 150.0 150.0 150.0 150.0 150.0 -26.4 23.8 49.9 72.9 65.6 102.1 91.8 135.2 121.7 150.0 150.0 104.7 150.0 44.9 36.7 95.2 150:0 150.0 150.0 150.0. 150.0 150.0 21.6 40.8 33.4 59.7 83.5 110.6 150.0 87.3 140.1 150.0 150.0 150.0 - 37.4 30.6 .54.7 76.5 101.4 150.0 19-1/8- 26-1/2*' 30" 37` _ 42" 48" 54" 60" 66" 72" • 50-5/8" 150.0 150.0--....1.50.0- 150.0 150.0 150,0 150.0 150.0 19-1/8- 26-1/2- 30' 37` 42' 48' 54' 60' 60' 72" 84" 51.5 110.1 79.4 79.5 150.0 150.0 150.0 . 150.0 150.0 136.2 150.0 150.0 150.0 150.0 154.0 150.4 150.0 150.0 37.2 57.4 116.1 102.6 83.2 150.0 150.0 120.3 150.0 150.0 150.0 150.4 -32.8 70.2 50.7 143.5 1 16.4 150.0 150.0 97.6 150.0 85.9 138.0 150.0 132.6 150.4 154.0 154.0 150.0 26.6 56.9 ' 50.1 41.1 150.0 135.8 150.0 150.0 .150.0 150.0 150.0 150.0 150.0 23.4 36.2 31.7 73.3 102.5 75.2 ,120.8 i 16.0 150.0 150.0 150.0 20.5 43.9 64.1 89.7 118.8 154.4 66.8 107.3 60.2 96.6 193.1.- 150.0 150.0 150.0 - 150.0 - ---- - 39.0' .. 28.2 57.0 79.7 -7 71 . .8 65.2 t05.6 -1 _ . 95.1 86.4 150.0 _.._50 -_ 150.4 150,0 _92.8 84.4 141,2 128_4 117.7 150.0 150.0 - 35.1 25.3 51.3 46.6 54;7 • 87.8 150.0 -150.0 150.0 - 31. 1 23.0 21:1 50.1 80.5 1 77.3 150.0 150.0 150.0 - 2-9.2 42.7 59.8 79.2 145.6 26-1/2" 30' 37" 42" 48' 54" 60" 66' 72" 58" 143.8 150.0 150.0 150.0 154.0 150.0 150.0 150.0 19-1/8" 26-1/2- 30' 37" 42" .48" 54" 60' 66" 72" 96" 34.5 74.0 53.4. 53.3 108.1 150.0 150.0 150.0 103.8 150.0 150.0 150.0 150.0 _ 150.0 150.0 -150.0 150.0 24.9 38.4 78.0 124.4 150.0 150.0 91.7 147.2 141.4 150.0 154.0 150.0 22.0 --"- - 47.2 34.4 68.9 55.9 109.9 145.6 150.0 74.3- 119.3 114.7 101.0 150.0 150.0 154.0 38.2 33.7 27.5 89.1 118.0 150.0_ 65.5 105.1 150.0 150-0 150.0 150.0 150.0 - 24.3 49.2 43.1 38.3 78.5 104.0 150.0 57.3 92.0 . 88.4 134.5 1 150.0 150.0 150.0 150.0 - 29-5 21.2 68.7 61.0 91.0 154.0 50.9 81.8 78.6 ._ 70.7 . 119.5 107.6 - 26.2 --- 23.6 - 80.9 0.9 14$,6 --.- 133.7 45.8 73.6 150.0 136.8 150.0 150.0 150.0 150.0 - - - 34.4 31.3 28.7 54.9 - 72.8 41.7 66.9 64.3 97.8 150.0 21.4 - 49.9 -45.8 66.2 121.6 38.2 61.3 58.9 89.6 125.4 150.0 - - 60.7 111,5 19-1/8- 26-1/2- 30" 37" 42" 48 54" 60' 66" 72" 63" 121.9 150.0 150.0 150.0 150.0 150.0 t 50.0 150.0 150.0 19-1/8" 26-1/2' 30" 37" 42' 48' 54' 60' 66" 72" 108" 24.2 51.9 37.4 7_5.9 54.8 _ 48.4 39.2 34.6 132.7 150.0 150.0 88.0 141.2 135.7 150.0 150.0 150.0 - - 37.5 27.0 _ 23.9 - 95.8 130.2 150.0 77.7 124,8 _ 119.9 - 97.2 150.0 150.0 150.0 150.0 1 33.1 84.6 -68.6 115.0 93.3 150.0 150.0 63.0 101.2 147.9 150.0 150.0 150.0 - 26.9 55.5 89.1 85.6 74.9 66.6 130.3 150.0 150.0 150.0 - - 23.7 20.7 - - 60.4 52.9 82.2 71.9 63.9 150.0 132.1 117.4 48.6 78.0 - 114,0 101.3 150.0 150.0 - 30.2 43.2 69.3 141.8 127.6 150_0 150.0 - - 26.9 24.2 47.0 38.8 62_4 - 35.3 56.7 -59.9 54.5 91.2 150.0 150.0 150.0 150-0 - - - --- '42.3 38.5 57.5 52.3 47.9 105.7 96.1 88.1 82.9 76.0 116.0 106.3 150.0 140.8 - - - 22.0 32.4 52.0 49.9 - 20.2 35.3 ALL LOADS ARE EXT.(+)/INT.(-) .NOTE: MULLIONS RATED . IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) ANCHORS TYPE 'D' AND `E' APPLICABLE TO 4", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE `A', 'B', `C', 'F' AND `G' APPLICABLE TO ALL TUBE MULLIONS. MULLIONS DESIGN LOAD..CAPACITY - PSE -(TUBE MULLIONS) WINDOW -DIMS, 1 X 3 STD. 1 X 4. STD. 1 X 3 CUSTOM 1 1 X 4 CUSTOM 2 X 5 STD. 2 X 6 STD. 2 X 6 HEAVY 2 X 3 STD., 2_X 4 STD. WIDTH (W) IMULL .SPAM 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 120" 37.9 27.3 55.3 96.7 146.1 150.0 -- - _T - 27.3 - .39.9 69.8 105.5 24.1 - - - 35.3 .61.7 50.0 44.1- 93.2 75.5 -150.0 150.0 138.8 - - 28.6 - - - 25.2 -66.5 58.2 51.8 122.3 107.0 95.1 - - _ 22.0 - 38.5 _ - 34.3 _ - _... _ - - 30.8 46.6 85.6 77.8 1 -71.3 - - - 28.0 25.7 42.3 38.8 - - - 19-1/8' 26-1/2- 30" 37" 42' 48" 54' 60" 66" 72" 132" -_ 28.5 1 20:5 41.6 72.7. 115.6 83.4 150.0 150.0 - 20.5 - - -_ - 30_0 26.5_ 21.5 52.5 46_.3 37.6 - _ - 73.7 135.4 59_7 52.6 46.1 109.8 96.7 84.6 75.2 - _ - - - _ - 33.1 - 29.0 - - - - - - - - - 25.7 23.2 40.9 36.8 - - - -- -- - 67.7 61.5 - - - 21.1 33.5 - - - 30.7 56.4 19-1/8" 26-1/2" 30" 37" 42' 48" 54" 60" 66" 72" 144' - - 21.9 - 32.0 56.0 89.0 150.0 118.4 - - - - 23.1 40.4 64.3 - - 20.4 35.7 28.9 56.8 104.3 - - - 46.0 40.5 84.5 i 74.5 - - - --- - - - 25.5 - - - 22.3 35.5 65.2 - - - - 31.5 57.9 52.1 -- - -- - - - _ - - - 28.4 - _ - 25.8 47.4 - - - 23.6 43.4 ARCHES TO 8E INSCR18EO INSIDE RECTANGULAR SHAPE W1 L. W2 TYPICAL MULLION ARRANGEMENTS WIDTH (W) wt 2 w2 Z 1 n HORIZONTAL MULLION Engr. JAVAO AHMAO CIVIL FLA. PE 1 70592 C.A.N. 3538 JUL,l 1, 2014 PRODUCT REVISED as complying with the FWda Building Code r:eceptance No { F. nation Date j jq BY - hiiami Dade Product Contra! �w t0 J10 jT �I • n j�• n • N Z44 �I • LLI _I 0 0 . 0 0 ice! W• V) n I � l0 j•�•iE O z iff ? 3._,':' j A11 's O _'v =5 Q 11 w Lo y'oj of o� 9 I .< H j ('gyp •tel drawing no. M04-04 sheet 3 of 9 0000••, • • 0000•• 0000•• 0000• 0000• 0000•• 0000•• VERTICAL MULLION z GLAZING GLAZING � PRODUCT PRODUCT W1 L. W2 TYPICAL MULLION ARRANGEMENTS WIDTH (W) wt 2 w2 Z 1 n HORIZONTAL MULLION Engr. JAVAO AHMAO CIVIL FLA. PE 1 70592 C.A.N. 3538 JUL,l 1, 2014 PRODUCT REVISED as complying with the FWda Building Code r:eceptance No { F. nation Date j jq BY - hiiami Dade Product Contra! �w t0 J10 jT �I • n j�• n • N Z44 �I • LLI _I 0 0 . 0 0 ice! W• V) n I � l0 j•�•iE O z iff ? 3._,':' j A11 's O _'v =5 Q 11 w Lo y'oj of o� 9 I .< H j ('gyp •tel drawing no. M04-04 sheet 3 of 9 0000••, • • 0000•• 0000•• 0000• 0000• 0000•• 0000•• ALL LOADS ARE EXT.(+)/INT.(-). NOTE• ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS - TYPE V AND 'E' APPLICABLE TO 4",- 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', '8 C', 'F' AND 'G'V-APPLICABLE OR ' Sc TO ALL TUBE MULLIONS. ANCH DESIGN LOAD CAPACITY - PSF -DESIGN WAD. CAPACITY PSF WINDOW DIMS. ANCHORS TYPE WIDTH . (W) (MULL, SPAN A B C D E F -G 26-1/2- 30" 37" 42" 48' 54' 60" 66" 72'. 38-3/8' 150.0 '150.0 150.0 150.0. 150.0 150.0 150.0 141.0 150.0 .0 150.0 '150.0 150.0 150.0 150.0 150.0 150.0 150,0 124.6 401.0 150.00.0 150.0 150.0 150.0 150.0 148.7 139.6 150.0 150.0 .120.6 89.0 150.0 122.9 150.0 150.0- 106.2 77.9 .69.2 .150.0 107.6 150.0 150.0 0.9 150.0 150.0 138.4 95.6 150.0 150.0 82.6 62.3_ 56.6 51.9 124.6 86.1 150-0. 150.0 74.3 148.7 135.2 123.9 113.3 78.2 150.0 150.0 67.6 103.8 71.7 143.3 150.0 62.0 19-1/8. 26-1/2- .30" 37" 42" 48" 54" 60" 66" 72" 50-'5/8- 148.1 150.0 1-150.0 150.0 150.0 .150.0 -150.0 127.6--- 150.0 150.0 150.0 106.9 94.4 150.0 1 147.7 150.0 15070 130.5 150.0 150.0 150.0 112.7 76.6 150.0- 105.8 , 150.0 91.4 150.0 150.0 140.9 --67.5- .134.9 93.2 150.0 150.0 80.5 59.0 118.0- 104.9 81.5 72.5 150.0 144.91 150.0 70.4 52.5 150.0 62.6 125.2 112.7 102_.5 93.9-1 47.2 42.11.__. 39.3. 94._4 85_.97 65.2 130.4 150.0 56.4 1-59.3 54.4 118.5 108.6 148.3 51.2 135.9 47.0 26-1/2- 37" 42" 48' 54" 60. 66' 72" 58' 129.3 9.3.3 82.4 150-0. 150.0 150.0 150.0 150.0 156.0 -1,5,0.0 150.0 1.50.0 150.0 128.9 113.9 150.0 150.0 111.4 150.0 150.0 98.4 66.8 .58.9 51.5 133.7 117.8 103.0 92.3 150.0 150.0 79.8 150.0 70.3 150.0 140.5 123.0- 81.3 150.0 71.2 142.2 150.0 61.5 45.8 41.2 91.6 63.3 126.4 150.0 54.7 109.3 98.4 .82.4 56.9 113.8 103.4 142.3 49.2 37.5 74.9 51.8 129.4 44.7 118.6 41.0. 89.4 34.3 68.7 47.4 94.8 82.0 19-1/8'. 26-1/2- 30" 37" 42' 48" 54" 60" 66" 72" 63" 119.0 1 150.0 150.0 150.0 150.0 150.0 142.1 150.0 8519 150.0 118.7 150.0 102.5 150.0 75.9 61.5 150.0 104.8 150.0 150.0 90.6 150.0 146.9 123.1 85.0 150.0 150.0 73.4 54.2 108.4 74.9 149.7 131.0 150.0 .64.7 129.4 47.4 42.2 94.9 65.5 150.0 56.6 113.2 -71 100.6 84.3 58.2 116.4 145.6 50.3 37.9 75.9 52.4 104.8 131'0 45.3 90.6 34.5 -.-.6-1 31 69.0 47.7 95.2 119.1 41.2 129.2 37.7 82.3 75.5 63.2 43.7 87.3 ALL LOADS ARE EXT.(+)/INT.(-). NOTE• ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS - TYPE V AND 'E' APPLICABLE TO 4",- 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', '8 C', 'F' AND 'G'V-APPLICABLE OR ' Sc TO ALL TUBE MULLIONS. ANCH DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF ANCHORS ANCHORS TYPE WIDTH (W) MULL SPAN A B C. D E F G' 26-1/2' 30" 37" 42' 48' 54" 60" 66" 72" 74-1/4' 101.0 150.0' 139.5 150.0 150.0 120.6 87.0 76.9 150.0 150.0 150.0 72.9 145.8 6 100.7 150.0 150.0 64.4 52.2 128.8 89.0 150.0 150.0 104.4 72.1. 144.1 127.0 150.0 150.0 139.0 123.5 111-.2 1 101.1 62.3 54.9 124..6 109.8 46.0 92.0 _63.5- 40.2 35.8 80.5-- 71.5 55.6 111.1 48.0 96.1 49.4 98.8 88.9 80.8 42.7 38.4 85.4 76.9 29.3 26.8 64.4 44.5 58.5 53.7 40.4 34.9 69.9 37.1 74.1 92.7 32.0 64.0 .19-1/8" 26-1/2- 30" 37" 42' 48" .54' 60" 66" 72" 84* 89.3 64.4 56.4 150.0 123.3 150.0 150.0 150.0 150.0 106,6 150.0 128.9 89.0. 76.9 150.0 11.3.8 92.3- 78.6 63.8 150.0 127.4 112.2 150.0 67,9 55.1 135.9 110.2 46.1 150.0 140.4 122.9 -40.7 35.6 81.3. 56.2 48.5 97.0 71.1 63..2 49.1 43.7 90.2 42.5 37.7 84.9 75.5 31.6 87.*3 78.6 169.2 28.5-,- 25.9 _56.9 511.7 47.4 39.3 98.3 89.4 34.0 30.9 .28.3 67.9 35.7 32.8 71.4 61.8 56.6 23.7 65.5 81.9 19-1/8" 26-1/2- 30" 37" 42" 48' 54" • 60" 66' 72' 96" 78.1 56,4 150.0- 107.9 150.0 150.0 150-.0... 150.0 9.3.2 150.0 112.8 __ 77.9 6:8:-8, 8_ T:55.8 150.0 137.5 _67.3 ' 59.4 134.6 49.8 99.6 118.9 96.4 40.4 35.6 31.1 80.8 37.6 111.5 139.5 122.2'..- 48.2 71.1 ­_ 62.3 49.1 98.2 42.5-- 84.9 43.0 85.9 76.4 107.5 37.2 74.3 27.7 24.9. 55.3 49.8 ' 38.2 95.6 86.0 133.0 66.0 34.4 31.3 68.8 29.7 59.4 54.0 22.6 45.3 62.5 78.2 27.0 .20.8 41.5 28.7 57.3 71.7 24.8 49.5 19-1/8" 26-1/2- 30" 37" 42' 48" 54" 60" 66" 72- 108* .69.4 138.9 95.9 69.2 61.2 150.6 150.0 82.9 150.0 50.1 100.2 138.4 150.0 59.8 119.6 44.3 35.9 88.5 122.2 150.0 52.8 105.7 71.8 49.6 43.7-, 99.1 124.0 1 42.8 37.7 85.7 31.6 63.2 109.2 75.5 27.7 24.6 55.3 38.2 _87.3 76.4 95.6 84.9- 33.0 66.0 49.2 34.0 67.9 29.4 58.7 22.1 44.3 30.6 61.1 55.6 76.4 26.4 52.8 20 40.2 36.9 27.8 69.5 24.0 48.0 25.5 50 9 F6 3.7 - 22.0 44.0.0d ALL LOADS ARE EXT.(+)/INT.(-). NOTE• ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS - TYPE V AND 'E' APPLICABLE TO 4",- 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', '8 C', 'F' AND 'G'V-APPLICABLE OR ' Sc TO ALL TUBE MULLIONS. ANCH DESIGN LOAD CAPACITY - PSF VERTICAL ANCHORS TYPE WIDTH. (W) MULL SPAN A. B - C D E F G 26-1/2- 30' 37* 42' 48. 54' 60' 66' 72' 120" .62.5 125.0 86.3 150.0 150.0 74.6 149.2 45.1 90.2 62.3 124.5 150.0 53.8 107.7 39.8 79.7 64.6 55.0 110.0 89.2 137.6 47.6 95.1 77.1 32.3- 44.6 111:6 38.6 28.5 24.9 22.1 56.9 39.378.6 34.4 68.8 98.3 34.0-. 29.7 26.4 67.9 59.4 52.8 49.8 86.0 76.4 68.8 44.3 30.6 61.1 39.8 27.5 55.0 23.8... __47.6 43,2 36.2 25.0 50.0 62.5 21.6 = 33.2 22.9 45.8 57.3 - 39.6 .19-1/8" 26-1/2- 30' 37' 42* 48" 54" 60" 66* 72' 56.8 41.0 113.6. 78.5 150.0 1-50.0 67.8 135.6 97.9 86.5 82.0 72.4 56.6 113.2 100.0 141.6 48.9 36.2 50.0 125.1 43.2 29.4 25.9 22.6 58.7 40.6 81.1 71.4 101.4 35.1 70.1 61.8 54.0 48.0 43.2 51.7 45.3 35.7 89.4 78.2 30.9 27.0 24.0 31.3' 62.5 20.1 40.2 27.8 25.0 55.6 50.0 69.5 3.6.2 32:9... .30.2 62.5 21.6 22.7 45.5 _56.9 52.1 - 39.3 20.8 41.7 - 36.0 19'-1/8- 26-1/2- 30- 37" 42" 48' 54' 60' 66' 72* 144" 52.1 104.2 71.9 14.3.8 103.8 91.7 74.3 150.0 62.2 124.3 89.7 79.3 37.6 75.2, 66.4 51.9 129.8 44.9 33.2 45.9- 114.7 93.0 81.9 39:6 32.1 28.3 26.9 23.7 53.8 47.4 41.5 37.2 84.3 56.6 32.8 65.5 57.3 20.8 28.7 25.5 71.7 24.8 22.0 49.5 36.9 33.2, 50;9. 63.7 44.0 39.6 22.9 45.8 41.7 57.3 - 52.1 -- 30.2 20.8 36.0 27.7 - 38.2 47.8 33.0 ANCHOR TYPES i HORIZONTAL MULLION 13, C. 0, E, HEAD/SILL/JAMBS i ARCHES TO BE INSCRIBED - ANCHOR TYPES i INSIDE RECTANGULAR SHAPE F & G AT JAL48S ONLY GLAZING PRODUCT z ANCHOR 9 -DETAIL #1 V) GLAZING GLAZING PRODUCT PRODUCT WI 2 12 V1 V - �TVNCHOR TYPES AR '� . B. C. D. E. AT HEAD/SILL/JAMBS TYPICAL MULLION ARRANGEMENTS -Engr!: JAVAD AHMAD CIVIL () WI + W2 FLA. PE 1.70592 C.A.N. 35.38 W1 DTH W 2 014 JUL 21;1 PRODUCT REVISED as complying with the Florida Building Code AcceplancIe6No, yi Elate &jia� Dade Pro uct C60 rJot-j, drawing no M04-014 ,'sheet 4 of 9 VERTICAL MULLION z GLAZING GLAZING, 0 7j PRODUCT PRODUCT GLAZING PRODUCT z ANCHOR 9 -DETAIL #1 V) GLAZING GLAZING PRODUCT PRODUCT WI 2 12 V1 V - �TVNCHOR TYPES AR '� . B. C. D. E. AT HEAD/SILL/JAMBS TYPICAL MULLION ARRANGEMENTS -Engr!: JAVAD AHMAD CIVIL () WI + W2 FLA. PE 1.70592 C.A.N. 35.38 W1 DTH W 2 014 JUL 21;1 PRODUCT REVISED as complying with the Florida Building Code AcceplancIe6No, yi Elate &jia� Dade Pro uct C60 rJot-j, drawing no M04-014 ,'sheet 4 of 9 FA 1/4" DIA: ULTRACONS 2 PER CLIP (1 ON EACH WING) 3"- MIN. s TY Fri IBY 'ODD BUCK 1/4" DIA.'ULTRACONS 1 PER ANGLE rr Lt _ I L J I FLOATING CUP I`I SNUG FIT INSIDE MULL { I I I 2 X 2 X .1 /8" II II ALUM ANGLE #14 SMS U U I I 1-3/4" O.C. MIN. i I { J✓1 I 2 PER ANGLE I 1 I , 1/4" DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) 1/4" DtA. ULTRACONS I PER ANGLE Fri 1/4' DIA. ULTRACONS 2 1/4" MIN. 4 PER CLIP (2 ON EACH WING) . 1 BY FOOD BUCK 4,v ijWl '1/4" DIA. ULTRACONS o' 2 PER ANGLE 1/4" DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) Z !1 II 11 I1 jLJ j FLOATING CLIP Q SNUG FIT INSIDE MULL !L J #14 SMS 1 I 1-3/4" O.C. MIN. I I 2 PER ANGLE 1/4" DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) 1/4- DIA. ULTRACONS • 4 6P2 PER AN ••tr�,f+••s'n'i l ril'3 reLj f �l� !�� (i` �i/� _ �t _// / • • 1 • • . �• • • [I TYJ/ / JJ ' �� �` f . if 1 li �f /I I / i� �- �' J: • ' O J c�T n t t7 Z Z J •u 11 I1 -�� . 28Y II It �I I� � �Ij3 Z in )OD BUCK i LJ 1 FLOATING CLIP j I I I I 'it it I� M OR I � -' I SNUG FIT INSIDE MULL I I I I 2 X 2 X T/8` 2 BY I I FLOATING CLIP I t I I J o g I I I I SNUG FR INSIDE MULL I I I I 2 X 2 X 1/8" Q Q WOOD iJ u LJ ALUM ANGLE iti WOOD BUCK 1 t ti I I ALUM ANGLE L j TRUCTURE I ILO i4 SMS I 1 \ i ------------- t% 14 SMS U U I I 1-3/4" O.C. MIN. ) t I I i I 1-3/4" O.C. MIN. 2 PER ANGLE - 1 ! + I , I 2 PER ANGLE I I (�(-�__` ' ANCHOR LOCATION ANCHORS TYPE 'A' 1/4- DIA. ULTRACONS BY ' ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. __'MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" 1-1/2" CONCRETE 2-1/2" 1-1/2" WOOD = 2BY • WOOD SUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. CONCRETE =. f'c = 3000 PSI MIN. — - ALL CLIPS AND. ANGLES TO FIT SNUG INTO TUBE MULLIONS. I CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED { WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR I WATER -WHITE METHACRYLATE LACQUER. ANCHORS TYPE 'B' CML FLA. PE # 70582 C.A.N. :4538 JU 2 2014 a ,tri,ejru:ui.v .— .N •� ir- o o�o'o PRODUCT REVISED i; o as complying with the Florida i Building Code Acceptance No ExRitution Bate m+ cti4 Q By Mian+l su{ePrealrtctConiro drawing no. , M04-04 .sheet 5 of 9 J. Z .v 0 ;� f � I} Q rm �0• W c4 a EI It Q Q 0 M a f Cf 0 to c ` f it It 2-X 2 X 1/8" I I i I ALUM ANGLE Q (L r� u u Q 03 O. 0 f ! a W3 (� i �ZtA_ tog pj � J0(� a Weil`, j r ••f• 1/4- DIA. ULTRACONS • 4 6P2 PER AN ••tr�,f+••s'n'i l ril'3 reLj f �l� !�� (i` �i/� _ �t _// / • • 1 • • . �• • • [I TYJ/ / JJ ' �� �` f . if 1 li �f /I I / i� �- �' J: • ' O J c�T n t t7 Z Z J •u 11 I1 -�� . 28Y II It �I I� � �Ij3 Z in )OD BUCK i LJ 1 FLOATING CLIP j I I I I 'it it I� M OR I � -' I SNUG FIT INSIDE MULL I I I I 2 X 2 X T/8` 2 BY I I FLOATING CLIP I t I I J o g I I I I SNUG FR INSIDE MULL I I I I 2 X 2 X 1/8" Q Q WOOD iJ u LJ ALUM ANGLE iti WOOD BUCK 1 t ti I I ALUM ANGLE L j TRUCTURE I ILO i4 SMS I 1 \ i ------------- t% 14 SMS U U I I 1-3/4" O.C. MIN. ) t I I i I 1-3/4" O.C. MIN. 2 PER ANGLE - 1 ! + I , I 2 PER ANGLE I I (�(-�__` ' ANCHOR LOCATION ANCHORS TYPE 'A' 1/4- DIA. ULTRACONS BY ' ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. __'MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" 1-1/2" CONCRETE 2-1/2" 1-1/2" WOOD = 2BY • WOOD SUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. CONCRETE =. f'c = 3000 PSI MIN. — - ALL CLIPS AND. ANGLES TO FIT SNUG INTO TUBE MULLIONS. I CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED { WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR I WATER -WHITE METHACRYLATE LACQUER. ANCHORS TYPE 'B' CML FLA. PE # 70582 C.A.N. :4538 JU 2 2014 a ,tri,ejru:ui.v .— .N •� ir- o o�o'o PRODUCT REVISED i; o as complying with the Florida i Building Code Acceptance No ExRitution Bate m+ cti4 Q By Mian+l su{ePrealrtctConiro drawing no. , M04-04 .sheet 5 of 9 J. I II ----------- I 1 I I 1 I 1 1 N� I 1 I I i I I I I , I 1/47 DIA: ULTRACONS 1/.4" DIA. ULTRACONS_ 2 .PER CUP (.1 ON EACH WING) 1 PER ANGLE 3" VIN. i !i 1 <o TyP. { I • i \ x Hf4_ IL - J! FLOATING CLIP 11 II a d o ♦ \ •Y. M a ♦ • o # Ed. , o f 1. ♦ o i N A � \ l I k---------- ALTERNATE ANCHOR LOCATION 1` I SNUG FIT INSIDE MULL I I I I 2 X 2 X 1/8" (� 1 U LIII ALUM ANGLE #14 SMS J I I I I 1-3/4' O.C. MIN. I I t 1 2 PER ANGLE 1 I I I t I I I 1 1 1 ! 1 I I I I I I I I 1 j` ` . 3" MIN. i 1/4" OIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) TYP. I • 1/4" DIA. ULTRACONS 7.4' PER CLIP (2 ON EACH WING) ♦ i ♦ v •a I � � M --------------'�j I I I I I I 1 I t 1 t 1 1 I I I I 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS"MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. = -MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 1 2-1/2" 1 1-1/2" CONCRETE =- f'c -= 3000 PSI MIN. '1'/4- DIA, ULTRACONS j - l 2 -PER ANGLE J o' • d; o` •° rel+• ' • 1' f OIL ' N ! II It �I I� FLOATING CLIP I I .SNUG FIT INSIDE MULL I I I #14 SMS I I .4 PER ANGLE I I I I I I Ed. � ft a +• j • r� r { 0W I 1 0 I � i I N 2X 2X1/8" VQ M i ALUM ANGLE O 0.Q M Q C °3t� Ir N�G N Z o t. t. O Qw�.J ••: n ID • I I t I • • �••� "'I I 1 I 1 • • LJ • I I O1 1 •s) ��•n I I 1/2"(2) 1 I •• `ai O C?M n I L- ---------- -� I Z Z ?i• i•• I _ 3" 1 j J' Q— M j 1 I QNQ I_...�1..._.....---._........_ iW N LOCATION OF SCREWS CONNECTING---� ANGLES TO TUBES nI ! 1�- 1 1 1 1 ANCHORS TYPE APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED --DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUL41NOUS PAINT OR ANCHORS TYPE 'C' WATER -WHITE. METHACRYLATE LACQUER. I CML FLA. P9 / 70592 CAN' 3538 j& 1k2014 W. z Nlnt0 W rn�0 N U a I . U �I N UI 0!U �'''m W10 zlWtw ziw U QI I V' < ZID,M Zig (!l tfDW W N� .N .j �l a � i o11 j i PRODUCT REVISED as complying with the FloridR I civ i I ,r 1 I Building Code Acceptance ND I Rx tration Date ^� ��Q ° I �J L l Mini Dade Pr uctContrsb 's droving no. M04-04 1 sheet: 6 of Ed. ------------1 I 1 I I I I I I I I I I 1 I I I 1 I 5/16" DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) ♦II • SII • 'll' ... '• '. a •i ..i It d I 5/16' DIA. ULTRACONS 2 PER ANGLE I i I • I i♦ • Q iJ 1! i� t' FLOATING CLIP U U I I SNUG FIT INSIDE MULL I f I I I I X114 SMS 4 PER ANGLE I I I I 4 I j j I ! I I I I I 1 I I1 I I S I N 2X2X1/8" ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4", 5." AND 6" TUBE MULLIONS 5/16" DIA. ULTRACONS BY '£LCO' ULTRACONS MAY BE -HEX OR FLAT HEAD SUBSTRATE jEd. = MIN: EDGE DIST. MIN. EMBEDMENT CONCRETE 1 2-1/2' 1 1 -3/4 - CONCRETE = f'c = 3000 PSI MIN. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED; WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR -WATER-WHITE METHACRYLATE LACQUER. I0I Z I0I /I oZ.410 �I 1L oIL W �0 P c o I 0 I 'i 0 O IX W3e in W (n - O I Q „! QW L c —_.-� • (� IO i •• :•Jso 1.J I d•••� 'U.• • •u� 3f�3t0 r ff 3 �i x. ♦ :: i O N n Z.Z• •� u LL- tr) Q I _j C) v Q �NQ J I N UIZ � o coil�1a rn o y lI0 C N N 1010 U � w• O m w O Za IK�4Z � S�Wi d'21w V�Ui 6! (UI af0 =)im;0 Ti 0," N a 0 c! �ri!N OR; "I c! "I ! P1t0DUC1' REV [SED as complying with (lie tletlda ai - i o I I• I I o I ngr: JAVAD . A.HMADro; CML FIA PE / 70592 JIA.t 3 1Qt4 Building NoCode Acceptance o -Expiration Datetr + ': o _By2v YJ Miami Dade Product Cuu{to i drawing no. M04-04 ;sheet 7of 9 Ed. -1/4" DIA. ULTRACONS 2 PER CLIP (I ON EACH WING) 1/4" DIA. ULTRACONS 1 PER ANGLE ' � i 4 !, I{ II rl II I L_ J I FLOATING CLIP 1 � i SNUG FIT INSIDE MULL 1 1 11 II J #14 SMS u u I I 1-3/4" O.C. MIN. i I t l 2 PER ANGLE i I ANCHOR LOCATION ANCHORS TYPE 'F' AT JAMBS ONLY ca i I' I 2 X 2 X 1/S" ALUM ANGLE 1/4" DIA. ULTRACONS 2 1/4- MIN 4 PER CLIP (2 ON EACH WING) i 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE • Ed. = MIN: EDGE DIST. MIN. EMBEDMENT MASONRY 2-1/2" MASONRY = C-90 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN. i ---- ALL CLIPS AND ANGLES TO FIT SNUG 'INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI—RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER—WHITE METHACRYLATE LACQUER. f/4* DIA.. ULTRACONS 2 PER ANGLE 4, ANCHORS TYPE 'G' AT JAMBS ONLY Engr: JAVAD AHMAD CIVIL FLA_ PE j. 70592 C.A.N. 3538 JUL ` 1wt •mv �!o� Z r, r0 i o� BNIZ C4 R. I 0b n I 2 X 2 X 1/8" VQ '{ ALUM ANGLE OXY ; 8 p IL < < VI : .0 svl LLN= of N� M Q w 2 • i••-j�. qp••4(pt _00 i� � �•••. X • • i _j m Ei • • . • w • •(p• �• • o Nk,m•• Z z3i Jto 3 Z.LL_ 0 J p QIIWinmt_j •ham i a ZA - j J j FLOATING CUP U m SNUG FIT INSIDE MULL J C 1� II L J #}4 SMS )I it u u a N 1-3/4" O.C. MIN, I I I 2 PER ANGLE I { ANCHORS TYPE 'G' AT JAMBS ONLY Engr: JAVAD AHMAD CIVIL FLA_ PE j. 70592 C.A.N. 3538 JUL ` 1wt •mv �!o� Z r, r0 i o� BNIZ C4 R. I 0b n I 2 X 2 X 1/8" VQ '{ ALUM ANGLE OXY ; 8 p IL < < VI : .0 svl LLN= of N� M Q w 2 • i••-j�. qp••4(pt _00 i� � �•••. X • • i _j m Ei • • . • w • •(p• �• • o Nk,m•• Z z3i Jto 3 Z.LL_ 0 J p QIIWinmt_j PRODUCT REMED ,Qin I as complying with the Flaft M ' m w � 13u14dtng Cade � o ; � �•, �piralion Datc % Ci�� a l• o ti iz � f3 ht innii me product ConffA y1 - _- {� I' drawing no. M04-04 ` -- ---,,sheet ,sh 8 -of g1 ••••.• • U m J C 111! a N i o fn I p PRODUCT REMED ,Qin I as complying with the Flaft M ' m w � 13u14dtng Cade � o ; � �•, �piralion Datc % Ci�� a l• o ti iz � f3 ht innii me product ConffA y1 - _- {� I' drawing no. M04-04 ` -- ---,,sheet ,sh 8 -of g1 ••••.• • #14 SMS SEE- CHART FOR QUANTITIES r TUBE MULLION #10 FH SMS_ 2/ SIDE f 1/8" THICK ALUM CHANNEL d LENGTH TO FIT SNUG—/ INTO MULLION I I TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION II; ANCHOR! NO. OF CHART _� SCREWS j I TYPE A 1 2 TYPE B s_ 3 TYPE C I 2 I 1 TYPED --- I j TYPE E 4 t i TUBE MULLION I I I #14 FH SMS 1-1/2" O.C. MIN. SEE CHART FOR QUANTITIES I � ! — SII I t I 110 FH SMS I 2 PER CLIP 1" O.C. MIN. I � � I 1-3/4" X 2" X 1/8" (FOR 2BY TUBE) 3/4" X 2" X 1/8" FOR (16Y TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL # 1 METAL TO METAL CONNECTION #14 SMS/TEKS SUBSTRATE Ed. = MIN. EDGE DIST. MIN. CL TO CL SPACING METAL 5/8" 1 1/2" METAL = 1/8" MIN. THK..STEEL Fy = 36 KSI MIN. 1/8" MIN. THK. ALUMINUM (6063—T5 MIN.) Engr. JAVAD AHMAD CML FLA. PE # 70592 C.A.N. 3538 JUL 21':2014 s� r Lj, 4.V : �IIi OI 0 off F. ILI zi al O O IL 01 tv1 Ir IL vn � C aa< i ON .0 W Q i�Z0_ N Mi J �((yya UM Qd , R q,Ri ,a mlcog N N N - N' O .-I Oi O. OiO PRODUCT REVISED of I L o { as complying with the Florida i N Building -Code o Acceptance No � Expiration Datc,'��s��� { Byit; i, f it41anV Dade ProdslcCCon"l ; drowing no. `-` M04-04 sheet g of 9 � WATERHOG ��� FLOOR MATS 152 Rollins Avenue #102 Rockville. MD 20852 800-762-9010 240-780-3309 (f) hftp://www.waterhogfloormats.com Waterhog Classic Mats Specifications General Information: Surface Fiber Type: Solution Dyed Polypropylene, outstanding lightfastness Weight: 24 ozs/sgyd Nub Height: 1/4" Design: Square "Waffle" Backin Type: 100% SBR Rubber (20% Recycled Content) Thickness: 0.110" — Border; 0.190" Nubs; 0.050" — Between Nubs Durometer: 60 Features: • Reinforced face NUBS: Face NUBS are reinforced with rubber to resist crushing, maintaining high performance and extending product life. • "Water Dam" border: Border is designed to hold water and dirt on mat keeping them off carpets and floors. Unique raised rubber border allows Waterhog mats to hold up to 1 1/2 gallons of water per square yard. Some styles available without dam for outside use, so water can drain easily. • Raised NUB surface: Removes and traps dirt and moisture and holds it on mat below shoe level so it is not tracked in. • TriGrip backing: Gripping action minimizes movement on most carpets and improves traction on hard surfaces. • Rubber backing: Lays flat, won't crack or curl like vinyl mats. • Indoor/Outdoor: Durable anti -static polypropylene face suitable for indoor or outdoor use. • Polypropylene fiber system dries quickly preventing fading and rotting. • Easy to clean: Just vacuum or hose off and hang to dry. • Colorfast: Solution dyed for excellent light and wet fastness. • Not adversely effected by salt or ice melt. • Should not be used in areas exposed to animal fats (kitchens) or petroleum products. • Passes Flammability Standard DOC -FF -1-70 • Anti -static: Waterhog mats have a maximum average voltage of 1.6 KV as measured by the AATCC 134 Electrostatic Propensity Test and meets IBM's minimum standard for electrical resistance (NFPA99). Waterhog mats are safe for use in computer rooms and around electronic equipment. • ASTM C 1028-89 Static Coefficient of Friction Dry .70 19 February 13, 2018 AL-FARO®Q CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT Product Approval Administrator Building Codes & Standards Section Department of Business & Professional Regulations 1940 North Monroe Street, Suite 90 Tallahassee, FL 32399-2100 Ref: Mr. Glass Doors & Windows, Inc. Series MG -6000 Aluminum Window Wall System Certificate of Independence Dear Sirs, As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the product referenced above, I do hereby declare that I do not have and will not have any financial interest in any company manufacturing or distributing the above referenced product, nor do I have or will have any financial interest with any other entity involved in the approval process of the product. Sincerely, I.c ?0592 ��'•• ". Sealed: 2/13/2018 Javad Ahmad, P.E. Director of Engineering 9360 Sunset Drive Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfaroog@afceng.com BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search dprba Tjj.;710.� Product Approval USER: Public User product Approval Menu > Product or Application Search > Application List > Application Detail _ FL # FL18411-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305)470-8284 ulises@mrglasswindows.com Authorized Signature Ulises Senaris ulises@mrglasswindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Storefronts Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the )AVAD AHMAD Evaluation Report Florida License PE -70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL18411 R2 COI SS -MG -6000 WW (LM) CI 2017.Pdf AAMA 501 2005 TAS -201 1994 TAS -202 1994 TAS -203 1994 Product Approval Method Method 1 Option D Date Submitted 02/13/2018 Date Validated 02/13/2018 Date Pending FBC Approval 02/19/2018 Date Approved 04/10/2018 Summary of Products ----- - - ---------_- FL -- ---. _�. FL # Model, Number or Name i Description 18411.1 'Series MG -6000 Aluminum Window Wall System Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +100/-145 Other: See installation drawing W15-71 for span vs. load combinations and installation details. Large Missile Impact Resistant Aluminum Window Wall System. Installation Instructions FL 18411 R2 II SS -MG -6000 WW(2vR)-2017 DWG W15- 7 1. Rsif Verified By: ]AVAD AHMAD PE 70592 Created by Independent Third Party: Yes Evaluation Reports FL18411 R2 AE SS -MG -6000 WW (LMI)-PAE 2017.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Q12YrIght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: T 9, ® E3 EEO Credit Card Safe AL-FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61 G20-3 - METHOD 1 OPTION D FL 18411 Date: 02/09/2018 Detailed Product Description: Manufacturer: MR GLASS DOORS & WINDOWS, INC. Manufacturer Address: 7440 NW 66 STREET MIAMI, FL 33166 Model Name: SERIES MG -6000 ALUMINUM WINDOW WALL SYSTEM Maximum Frame Width: 72" Maximum Frame Height: 144" Maximum Load: +100 PSF, -145 PSF (Large Missile Impact) Installation Drawings # W15-71 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combinations of span vs. load and anchor type. Comparative analysis used X Yes No Mandatory Tests (Tested in accordance with AAMA 501/101/I.S.2/NAFS/TAS-202) TEST,: `bISCRIPTl0111; ' "TES` ;LO`CAT1IJN!-1 TEST!REP.O tT TEST" - , .. DATE - `REPORT# `Seaie&.6 I - ^a ASTM E283 Air Infiltration Fenestration 08/06/2015 FTL-8021 Idalmis Ortega, P.E. Leakage Testing Laboratory ASTM E331 Water Fenestration 08/06/2015 FTL-8021 Idalmis Ortega, P.E. OR ASTM 547 & Penetration Testing Laboratory TAS 202 ASTM E330 Uniform Static Fenestration 08/06/2015 FTL-8021 Idalmis Ortega, P.E. & TAS 202 Air Press. Testing Laboratory Supplemental Tests (Tested in accordance with TAS -201 and TAS -203) TEST,' DESCRIPTION TEST LOCATION TEST:REPO tT;ol 4 TESTS D Tii k REPORT# ; Sk, i by . FBC 1626.2 Large Missile Fenestration 11/12/2015 FTL-8643 Idalmis Ortega, P.E. (TAS 201 & 203) Impact & Cyclic Testing Laboratory 08/06/2015 FTL-8021 Idalmis Ortega, P.E. ANSI Z97.1 Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2017 Florida Building Code. Evaluation Report Engineer: ...... . A,y . t �� •. ��•41 Javad Ahmad PE # 70592 v'•. STAIE"O : 4 AI-Farooq Corporation EB # 3538 F EOR , O P' �: Sealed: 2/13/2018 %&S........••;i �;,�. ",,,,,ON A, 9360 Sunset Drive Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com img 4 8 o� o= U Z -01 m � 0. Z W COC U ME 3 O � N M� U UWI OPTION WITH JAMB ANCHORS �v m 0 q p 2 Q V 0 id lrog $syn o aIm0: 0 IL 0 04 LLIa flb.110 SERIES MG -6000 SEE SHEETS 5 THRU 7 SEE SHEETS 5 THRU-7 ALUMINUM WINDOW WALL SYSTEM TYPICAL ELEVATIONS THIS SYSTEM IS RATED FOR LARGE h SMALL MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 1►b�I:LR�iII�I� STEP 1 DETERMINE DESIGN WIND PRESSURE REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEET 2 FOR GLASS DESIGN LOAD CAPACITY. STEP 3 CHECK MULLION DESIGN LOAD CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEETS 3 & 4 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4 USING CHARTS ON SHEET 5 THRU 7 SELECT ANCHOR OPTION WITH DESIGN LOAD CAPACITY MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 5 FOR SECURED JAMB OPTION CHECK JAMB ANCHOR CAPACITY USING CHART ON SHEET 10. STEP 6 THE LOWEST VALUE RESULTING FROM STEPS 2, 3, 4 AND 5 THAT EXCEED THE DESIGN WIND PRESSURES DETERMINED THRU STEP 1 SMALL APPLY TO ENTIRE SYSTEM. STEP 7 FOR SYSTEMS WITH UNANCHORED JAMBS, USING SHEET 9, DETERMINE THE MIN. & MAX. GAP DIMENSIONS. SEE SHEETS 5 THRU 7 SINGLE '0' PANEL: FRAME WIDTH = D.L.O. WIDTH + 5.0" FRAME HEIGHT = D.L.O. HEIGHT + 5.0" PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. LARGE MISSILE IMPACT A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. B- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHIGI WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. D- THIS P.E.D. SHILL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. FL #18411 EE `11111111///!/ 0 AN '�.,� n r =i$ No. 70592 !� drawing no. 51... •• • ,Qat:% W15-71 Sealed: 2/13/2018 D.L.O. D.L.O. WIDTH, 1 w1,_ DTH u O J 0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). • GLASS LOAD CAPACITY - PSP NOMINAL DIMS. GLASS TYPES 'GIL' h 'G 111' 'G2L• h 'G2L1' D.L.O. WIDTH D.LO. HEIGHT EXT.(+) NT.(-) EXT.(+) INT.(-) 45' 48' 51' 54' 57" 80" 83' 88' 69' 85" 70.0 70.0 100.0 145.0 70.0 70.0 100.0 145.0 70.0 70.0 100.0 145.0 70.0 70.0 100.0 145.0 70.0 70.0 100.0 145.0 70.0 70.0 100.0 145.0 65.0 65.0 100.0 145.0 65.0 65.0 100.0 145.0 65.0 65.0 100.0 145.0 45' 48' 51" 54' 57' 60' 63" 66' 89' 91" 70.0 70.0 100.0 145.0 70.0 70.0 100.0 145.0 70.0 70.0 100.0 145.0 70.0 70.0 100.0 143.0 65.0 65.0 100.0 145.0 65.0 65.0 100.0 145.0 65.0 65.0 100.0 1_45.0 65.0 65.0 100.0 143.0 65.0 65.0 100.0 137.0 45' 48' 51' 54' 57' 80' 63' 66' 69' 97" 1 70.0 70.0 1 100.0 145.0 70.0 70.0_ 100.0 70.0 - 70.0 100.0 14_5.0 145.0 70.0 70.0 100.0 145.0 65.0 65.0 100.0 145.0 65.0 65.0 100.0 145.0 85.0 85.0 100.0 142.0 - - 100.0 136.0 - - 100.0 129.0 45' 48' 51' 54' 57' 60' 63' 103' 70.0 70.0 100.0 145.0 70.0 70.0 100.0 145.0 65.0 65.0 100.0 145.0 65.0 65.0 100.0 145.0 65.0 65.0 100.0 145.0 65.0 65.0 100.0 140.0 - - 100.0 133.0 45" 48' 51' 54' 57' 60" 109" 70.0 70.0 100.0 1 145.0 70.0 1 70.0 100.0 145.0 65.0 65.0 100.0 145.0 65.0 65.0 100.0 145.0 65.0 65.0 100.0 139.0 - - 100.0 132.0 45 48' 51" 54' 57' 115' 70.0 70.0 100.0 145.0 65.0 65.0 100.0 145.0 65.0 65.0 100.0 145.0 65.0 65.0 100.0 141.0 100.0 -k650 133.0 45' 48' 51' 54' 121' 65.0 100.0 115.0 65.0 100.0 115.0 65.0 100.0 115.0 - 100.0 115.0 45' 4B' 51" 127' 65.0 100.0 115.0 65.0 100.0 115.0 - 100.0 115.0 45 48' 133' 65.0 65.0 100.0 115.0 85.0 65.0 100.0 115.0 45' 139• 65.0 65.0 100.0 115.0 D.L.O. D.L.O. WIDTH, 1 w1,_ DTH u O J 0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). • 1/4' HEAT STREN'D GLASS - 1/4' HEAT STREN'D GLASS t 090' Interlayer Y Trosifol PVB .090' Interlayer SantryGlas J1, r z m n 1 ' By 'kuraroy America, Inc.' By 'Kuraray America, Inc.' O F 1/4' HEAT STREWD GLASS 1/4' HEAT STREN'D GLASS t t A O C m p 3 u m 0 6 i 1 7 Z, B 7 I 0 ('A � O 04 a0 IL y SILICONE DOWSIL 795 GIASS ' 9 SILICONE DOWSIL 795 'G21, Z TYPE .1 9/16' OVERALL LAM, GLASS .AS TYPE 9/16' OVERALL LAM. GLASS �- J- Zro Lrf o 1/4' HEAT STREN'D CLASS 1/4' HEAT SiREN'D CU55 3 � p 090' Interlayer Y 090' Interlayer G N Z Trosifol PVB SenlryGlaa ; By kuraroy Americo, Inc.' By 'Kuraray America. Inc.' W 1/4' HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 0 Oa, m 1 /2' AIR SPACE 1/2' AR SPACE N O n d Y ao 1/4' TEMP. GLASS c 1/4' TEMP. GLASS Z n (9 W Cm = Z al n� T w SILICONE/ u SILICONE J LJ DOWSIL 795 DOWSIL 795 GLASS TYPE 'GILT' GL S5 TYPE 'G2LI' 1-5/16' OVERALL INSUL. LAM. GLASS 1-5/16' OVERALL INSUL LAM. GLASS GLAZING OPTIONS 1/2" AIR SPACE QONGI T1N . OF: �AGELi: ALUMINUM BOX SPACER AROUND THE PERIMETER OF THE GLASS. PERIMETER SEALANT: SILICONE DOWSIL 791 GE 2000 GLASS 10 A �P.•' rEN 'YC�i •r p No. !0392 drawing no. FL # 18411 'SS�ONA1 �vp♦ /it lfill tl sheet -20f12 Sealed: 2/13/2018 DESIGN LOAD CAPACITY - PSF MULLION WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DOLS. JAMB 'it' MULLION 'MI' WIM (W) FRAME HMHT W.(+) IIT.(-) 30" 36' 42' 48" 54' 55" 60' 90' 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 1110.0 70.0 1 70.0 30" 38• 42" 48' 51• 54' 60• 96' 100.0 110.0 100.0 110.0 100.0 110.0 100.0 100.6 97.0 97.0 70.0 70.0 70.0 70.0 30' 36" 42• 48' 54' 57" 102' 100.0 110.0 100.0 110.0 100.0 104.0 92.7 92.7 70.0 70.0 70.0 70.0 30' 38, 42` 48' 54' fog' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 30• 36' 42` 48• 51 • 114' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 88.3 68.3 30• 36' 42' se• 12 0, 70. 0 70.0 70.0 70.0 70.0 70.0 62.8 62.8 DESIGN LOAD CAPACITY - PEP MULLION WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DAIS. JAMB 'J2' MULLION •M2' WIDTH (W) FR41E HEIGHT EXT.(+) INT.(-) 48' 54" 58• 120" 65.0 65.0 65.0 65.0 55.0 65.0 30• 36• 42' 48' 54" 55' 126• 65.0 65.0 65.0 65.0 85.0 65.0 85.0 65.0 85.0 65.0 65.0 65.0 30" 36' 42' 48" 53' 132' 1 85.0 65.0 65.0 65.0 65.0 65.0 _1 65.0 65.0 63.9 63.9 1• W. 42• 48• 50' 138• 65.0 65.0 65.0 65.0 65.0 65.0 60.7 60.7 58.6 58.5 30" 36" 42" 48' 144' 65.0 66.0 65.0 65.0 60.2 60.2 53.2 5J.2 INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. DESIGN LOAD CAPACITY - PBF MUIJJON WITHOUT INTERMEDIATE HOP12ONTALS NOMINAL DIMS. NOMINAL DIMS. JAMB 'J2' JAMB 'J2' MULLION 'M3' MULLION 'M ITN (W) FRAME MGHT E)rr.(+) INT.(-) EXr.(+) 9R.(. 30` 36' 42' 48' 54' W. 66' 72' 96, 100.0 145.0 - - 100.0 145.0 - - 100.0 145.0 - - 100.0 145.0 - - 100.0 145.0 - 100.0 145.0 - - 100.0 115.0 - - 100.0 115.0 - - 30" 36" 1 48" 54' so* 66• 71' 102• 100.0 145.0 - - 100.0 145.0 - - 100.0 145.0 - - 100.0 145.0 - - 100.0 145.0 - - 100.0 115.0 - - 100.0 115.0 - - t..O 115.0 - 30• 36• 42' 49' 54' 60' 66' 67, 108• 100.0 145.0 - - 100.0 145.0 - 100.0 145.0 - - 100.0 144.0 100.0 145 100.0 115.0 - - 100.0 115.0 - - 100.0 112.5 - - 100.0 111.3 - - 30- 36, 42' 46" 54` 60' 63• 114• 100.0 145.0 - - 100.0 145.0 - - 100.0 145.0 100.0 145 100.0 129.2 100.0 145 100.0 115.0 - - 100.0 107.1 100.0 115 100.0 103.1 100.0 115 30' 36" 42' 49' 54" 80" 120• 100.0 145.0 - - 100.0 145.0 - - 100.0 130.8 100.0 145 100.0 115.0 100.0 137 100.0 104.6 100.0 115 95.7 95.7 100.0 113 30' 3g" 42' 48• 54" 55• 126, 100.0 115.0 - - 100.0 115.0 - - 100.0 115.0 - - 100.0 104.6 100.0 115 94.2 94.2 100.0 10a 92.7 92.7 100.0 107 ]O" 36' 42' 48" 132' 100.0 115.0 - - 100.0 115.0n-_-_ 100.0 107.3 94.9 94.953" 96.9 86.8 SEE SHEET 9 FOR UNANCHORED JAMB REINFORCING LIMITS DESIGN LOAD CAPACITY - PSF MULLION WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAI® 12" JAMB 'J2' MULLION 'M3' MULLION 'M3' WIDTH (W) FRAME HBGHT EKr.(+) INT.(-) EXT.(+) 91r.(-) 30" 36• 42• 48" 50, 138• 100.0 115.0 - - 100.0 113.3 100.0 115.0 97.9 97.9 100.0 102.4 86.5 86.5 90.6 90.6 83.3 83.3 87.4 87.4 30` 35" 42' 144' 100.0 115.0 - - 100.0 103.5 89.5 89.5 - - LOADS SHOWN ARE WITH COLD ROLLED STEEL STIFFENER Fu MIN. - 70 KSI 3 1 JAMB 'J1' IX N'4 Sx N9 7.802 3.005 W1 I W2 I W3 WIDTH (W) - W1 AT FRAME JAMB WIDTH (W) - W2 + W3_ AT FRAME MULLION 2 5 3 1 JAMB •72' [z N'4 ISX 91"3 11.510 4.549 MULLION 'MI' MULLION 'M2' Ix: N'4 Sx -Pr31 1. IH -4 Si N" 3 7.878 1 3.092 11.787 4.828 MULLIONS 5 6 1 2 O MULLION 'MS' li N"4 Ss N-3 ALUMINUM I 11.787 4.625 0 0 9TEBL 2.000 1.000 'q s+rsnx29 77.587 0 �p �!... `��� �• VGE" N0.70582 s drawingg no FL #18411 Sealed: 2/13/2018 aU 0 q ell Z q 6 O0 O` 4 U C OioiM r I -A pLOg W7 f W2 W3 O rr N Z��. p AT FRAME (W)TH WIW1 l 8 W2 + W3 a ul m WIDTH (W) 2 AT FRAME MULLION SEE SHEET 9 FOR UNANCHORED JAMB i V m REINFORCING LIMITS _J ? m 1 0 S n 5 Qi } w O F� t�0 M p N y o3J JAMB 'Jl' JAMB 'J2' V, Iz IN^4 9: W^7 Ix W'4 S: W"7 O 7.602 7.005 11.510 4.549 (r n 3 O 5 5 8 1 2 1 2 1 2 0 c u a u MULLION 'Yt' MULLION 'M2' MULLION 'M3' Ix IIYI Sx IN'1 /: IN"4 Sx W^3 Ix IN^4 Sx IN^] 7.678 3.092 11.787 4.826 JALUMINUM 11.787 4.626 0 o STEAL 2.000 1.000 'q ° dOAUIM . u IR TAL17.587 ` OLLLL ``01111111//J/// ���� J D•Aaa // '. &1 LOADS SHOWN ARE WITH ��i•... RIOT.' INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. COLA ROLLED STEEL STIFFENER MULLIONS •iS�� ���� W15-71 Fu MIN. = 70 KSI FL #18411 //// �IYAL 1111 Sheet 4 of 12 DESIGN LOAD CAPACITY - PSF MULLION WIEN EN TH INTERMEDIATE HORIZONTALS JAYS 'JI' NOMINAL DINS. MULLION 'Y1' WIDTH 0v) FRAME HEIGHT EI(T.(+) W7.(-) 30' 100.0 110.0 36' 100.0 110.0 4Z' 100.0 110.0 4B' 90' 100.0 110.0 54' 99.7 88.7 55' 97.9 87.9 80' 70.0 70.0 30' 100.0 110.0 7fi' 100.0 110.0 42' 100.0 110.0 48 98' 97.9 97.9 51" 92.1 92.1 54" 70.0 70.0 60' 70.0 70.0 30' 100.0 110.0 38" 100.0 110.0 42" 102' 98.3 98.3 48' 88.0 86.0 54' 70.0 70.0 57' 70.0 70.0 30' 70.0 70.0 36" 70.0 70.0 42' 108" 70.0 70.0 4B" 70.0 70.0 S4' 87.7 67.7 JO' 70.0 70.0 36' 70.0 70.0 42' 114' 70.0 70.0 4B' 87.9 67.9 51' 83.8 83.9 30 70.0 70.0 36 120' 70.0 70.0 42 87.4 87.4 48 58.8 58.9 DESIGN LOAD CAPACITY -PSP 1(I1WON IN7T1 INTERMEDIATE HORIZONTALS JAMB 'd2' NOMINAL DIMS. MULLION 'Y2' WIDTH (W) FRAME HEIGHT DESIGN LOAD CAPACITY -PSP MULLION WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'J2' JAMB 'J2' MULLION 'Y3' MULLION 'M3' WIDTH (W) FJO.(+) IM.(-) 48' 54" 58' 120' 85.0 85.0 BS.O 65.0 65.0 65.0 ]0' 38' 42' 48" 54' 128, 85.0 65.0 85.0 85.0 65.0 85.0 63.0 63.0 85.0 &5.0 .0 65.0 30' 38' 42' 48' 53" 132' 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 60.0 60.0 ' 36' 42' 48' 50' 136' 63.0 65.0 85.0 85.0 85.0 58.0 SB.O 55.7 55.7 30' 36' 42' 48' 144, 63.0 85.0 65.0 83.0 SB.3 58.3 51.0 51.0 DESIGN LOAD CAPACITY -PSP MULLION WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'J2' JAMB 'J2' MULLION 'Y3' MULLION 'M3' WIDTH (W) FRAME HEIGHT EM.(+) IM.(-) IXT.(+) INT.(-) M. 36" 42' 46' S1' 80' 96, 100.0 148.0 - - 100.0 145.0 - - 100.0 145.0 - - 100.0 145.0 - - 100.0 145.0 - - 100.0 137.1 100.0 145.0 30' 36' 42' 4B" 54' 60" 102' 100.0 145.0 - - 100.0 145.0 - - 100.0 143.0 - - 100.0 145.0 - - 100.0 135.2 100.0 145.0 100.0 115.0 - W. 36' 42' 48' 34' 80' 108, 100.0 145.0 - - 100.0 145.0 - - 100.0 145.0 - - 100.0 135.7 100.0 145.0 100.0 115.0 - - 100.0 108.5 - - JO' 36' 42' 48' 54" 80' 114" 100.0 145.0 - - 100.0 145.0 - 100.0 179.2 100.0 145.0 100.0 121.8 100.0 145.0 100.0 108.2 100.0 115.0 97.1 97.4 100.0 116.0 30" 36' 42' 48' 51' 80' 120' 100.0 145.0 - - 100.0 145.0 - - 100.0 125.6 100.0 145.0 100.0 109.9 100.0 129.8 97.7 97.7 100.0 115.0 87.8 87.9 100.0 10}.8 30' 36' 42' 18" 54' 55' 128' 100.0 115.0 - - 100.0 115.0 - - 100.0 11J.9 100.0 115.0 99.7 99.7 100.0 110.0 88.8 88.6 100.0 100.7 87.0 87.0 98.9 98.9 30' 36' 42" 4B" 53' 1]2' 100.0 115.0 - - 100.0 115.0 - - 100.0 107.8 100.0 112.8 90.8 90.8 98.5 98.5 82.3 82.] 89.2 89.2 30' ]6' 42' 48' 50' 178' 100.0 115.0 - - 100.0 110.8 100.0 115.0 95.0 95.0 98.8 96.8 83.1 83.1 86.2 88.2 79.8 79.8 82.8 B2.B W. 36' 42" 48" 144' 100.0 115.0 - - 100.0 101.2 - - 86.7 86.7 - - 75.9 75.9 - - Sealed: 2/13/2018 x Sealed: 2/13/2018 NOMINAL DIMS. ITH (W) FRAME HE 3D" 36" 42` 48' 90` 54" 60" 66' 72' 30" 36" 42` 48` 98' 54' 60" 66" 72" 30" 36" 42' 48' 702' 54' 80' 66" 30" }6" 42' 48' IDS' 54" 60' 66" 30' 36" 42" 114' 48" 54" 60' 30' 36" 42 120" 48" 54' 60' 30' 36" 42" 126" 48" 54" 30' 36' ANCHOR LOAD CAPACITY - PSF EXT.(+) INT. - A: 3 W1 W2 W3 r �� i ANCHOR LOAD CAPACITY - PSF EXT.(+) A: INT.(-) WIDTH (W) = W1 po N AT FRAME JAMB �U GID � � o ANCHORS TYPE 'A' 1n } ; AT FRAME MULLION 2 NOMINAL DIMS. x ANCHORS TYPE 'A' w I u� q 3 MAX. SHIM 3/8" MAX. SHE 1/2" MAX. SHIM 1/4" MAX. SHIM 3/8" MAR. SHIM 1/2' MAX. SHIM A4 A5 A2 A3 A4 A5 A2 A3 A4 A5 WIDTH (W) FRAME HEIGHT A2 A3 A4 A5 A2 A3 A4 A5 A2 A3 A4 A5 y m 0 145.0 145.0 111.4 145.0 145.0 145.0 87.9 131.8 145.0 145.0 30" 36' 42` 48' 138, 95.4 115.0 115.0 115.0 72.6 108.9 115.0 115.0 57.3 86.0 114.6 115.0 F F" W 2 n v O J $ ! a 0 145.0 145.0 92.8 139.2 145.0 145.0 73.2 109.9 145.0 145.0 79.5 115.0 115.0 115.0 60.5 90.8 115.0 115.0 47.8 71.7 95.5 115.0 0 145.0 145.0 79.5 119.3 145.0 145.0 82.8 94.2 125.6 145.0 68.2 102.3 115.0 115.0 51.9 77.8 103.8 115.0 40.9 61.4 61.9 102.4 2 145.0 145.0 69.6 104.4 139.2 145.0 54.9 82.4 109.9 137.3 59.7 89.5 115.0 115.0 45.4 68.1 90.8 113.5 35.8 53.7 71.7 89.6 0 145.0 145.0 61.9 92.8 123.7 145.0 48.8 73.2 97.7 122.1 30" 91.5 115.0 115.0 115.0 69.6 104.4 115.0 115.0 54.9 82.4 109.9 115.0 0: c C � Y7 r a p ILIL ir O � O 4 t K B 115.0 145.0 55.7 83.5 111.4 139.2 43.9 65.9 87.9 109.9 38' 76.2 114.3 115.0 115.0 58.0 87.0 115.0 115.0 45.8 68.7 91.8 114.4 9 137.0 145.0 50.8 75.9 101.2 126.5 40.0 59.9 79.9 99.9 42' 144" 85.3 96.0 115.0 115.0 49.7 74.8 99.1 115.0 39.2 58.9 78.5 98.1 HORIINTEZOEDIATE HORRONTALS NTALS S 122.0 145.0 46.4 69.8 92.8 118.0 38.6 54.9 73.2 91.8 48" 57.2 85.8 114.3 115.0 43.5 65.3 87.0 108.8 34.3 51.5 68.7 85.8 OPTIONAL ALL Fl1 UTES 0 145.0 145.0 104.4 145.0 145.0 145.0 82.4 123.6 145.0 145.0 42' 132" 71.3 106.9 115.0 115.0 54.2 81.4 106.5 115.0 42.8 64.2 85.6 107.0 48' 62.4 93.5 115.0 115.0 47.5 71.2 94.9 115.0 37.3 56.2 74.9 97.8 i 54' 55.4 83.2 110.9 115.0 42.2 63.3 84.4 105.5 33.3 49.9 66.6 83.2 Ic 3 W1 W2 W3 r �� i L0 WIDTH (W) = W1 po N AT FRAME JAMB GID � � o WIDTH (w) . W2 + w3 1n } ; AT FRAME MULLION 2 Z x w Ic 3 W1 W2 W3 r �� L0 WIDTH (W) = W1 po N AT FRAME JAMB GID � � o WIDTH (w) . W2 + w3 1n } ; AT FRAME MULLION 2 Z 1 I I 11 1 F -=-"i F� I -="-I k"--- F^ -"i F•---= TYP. TYP. TYP. A& A3 A4 ANCHORS TYPES: SEE SHEET 8 FOR DESCRIPTION A2((2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION A3 (3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION A4 = 4 ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULUON AS = (5) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION ANCHORS TYP i o,70592 8 I• h i drawing no. '-,, i• •'•.P! IDP..•'.:;,,. `. W15-71 FL #18411 it k ��',is�®d1IAL1�`�� sheet 5 of 12 Sealed: 2/13/2018 1 1 1 1 1 1 I'°= -=i L 4 Fes--- F Ij F TYP. TYP. I)3 in 94 ANCHOR3 TYPES: SEE SHEET 8 FOR DESCRIP B2 (2) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION B3 3 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION B4 = 4; ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION B5 - 5) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION �4,u O q 10 Q a S a 0 LL 0�� INTERMEDWTE 00 HORIZONTALS a C OPTIONAL O 4 0 0 p ALL FIXED LTTES 0 i 0 X$I QewW��y_ e J Qw ANCHOR LOAD CAPACITY - PSF EXT.(+) k INT.(-) ANCHOR LOAD CAPACITY - PSF EM.(+) k 1 - ' NOMINAL DIMS. NOMINAL DIMS. ANCHORS TYPE 'B' ANCHORS TYPE 'B' 1/4" MAX. SHIP 3/8" MAX. SHI 1/2" MAX. SHIM WIDTH (W) FRAME HEIGHT B2 B3 B4 B5 B2 B3 -B47 B5 B2 83 B4 B5 30" 36" 42" 48" 54" 60" 66" 72" 90" 145.0 145.0 145.0 145.0 111.4 145.0 145.0 145.0 87.9 131.8 145.0 145.0 145.0 145.0 145.0 145.0 92.8 139.2 145.0 145.0 73.2 109.9 145.0 145.0 134.7 145.0 145.0 145.0 79.5 119.3 145.0 145.0 62.8 94.2 125.8 145.0 117.9 145.0 145.0 145.0 69.6 104.4 139.2 145.0 54.9 82.4 109.9 137.3 104.8 145.0 145.0 145.0 61.9 92.8 123.7 145.0 48.8 73.2 97.7 122.1 94.3 1 141.4 145.0 145.0 55.7 83.5 111.4 139.2 43.9 65.9 87.9 109.9 85.7 128.6 145.0 145.0 50.6 1 75.9 101.2 126.5 40.0 59.9 79.9 99.9 78.8 117.9 145.0 145.0 46.4 69.6 1 92.8 118.0 38.6 54.9 73.2 91.6 30" 38" 42" 48' 54" 60" 66" 72" 98" 145.0 145.0 145.0 145.0 104.4 145.0 145.0 145.0 62.4 1123.6 145.0 145.0 145.0 145.0 145.0 145.0 87.0 130.5 145.0 145.0 68.7 103.0 137.3 145.0 126.3 145.0 145.0 145.0 74.6 111.9 145.0 145.0 58.9 88.3 117.7 145.0 110.5 145.0 145.0 145.0 65.3 97.9 130.5 145.0 51.5 77.3 103.0 128.8 98.2 145.0 145.0 145.0 58.0 87.0 116.0 145.0 45.8 68.7 91.6 114.4 88.4 132.6 145.0 145.0 52.2 78.3 104.4 130.5 41.2 61.8 82.4 103.0 80.4 120.5 145.0 145.0 47.5 71.2 94.9 118.6 37.5 56.2 74.9 93.6 73.7 110.5 145.0 145.0 43.5 65.3 87.0 108.8 34.3 51.5 68.7 85.8 30" 36" 42" 48" 54" 60" 66" 102" 145.0 145.0. 145.0 145.0 98.3 145.0 145.0 145.0 77.8 116.3 145.0 145.0 138.7 145.0 145.0 145.0 81.9 122.6 145.0 145.0 64.6 96.9 129.3 145.0 118.9 145.0 145.0 145.0 70.2 105.3 140.4 145.0 55.4 83.1 110.8 138.5 104.0 145.0 145.0 145.0 61.4 92.1 122.8 145.0 48.5 72.7 96.9 121.2 92.4 138.7 145.0 145.0 54.6 81.9 109.2 136.5 43.1 64.6 85.2 107.7 83.2 124.8 145.0 145.0 49.1 73.7 98.3 122.8 38.8 58.2 77.6 96.9 75.6 113.5 145.0 145.0 44.7 67.0 89.3 111.7 35.3 52.9 70.5 88.1 30' 36" 42" 48" 54" 60" 66" 108" 145.0 145.0 145.0 145.0 92.8 139.2 145.0 145.0 1 73.2 1 109.9 145.0 145.0 131.0 145.0 145.0 145.0 77.3 116.0 145.0 145.0 61.0 91.6 122.1 145.0 112.3 145.0 145.0 1 145.0 66.3 99.4 132.6 145.0 52.3 78.5 104.6 130.8 98.2 145.0 145.0 145.0 58.0 87.0 116.0 145.0 45.8 68.7 91.6 114.4 87.3 131.0 145.0 145.0 51.6 77.3 103.1 128.9 40.7 61.0 81.4 101.7 78.6 117.9 145.0 145.0 46.4 69.6 92.8 116.0 36.6 54.9 73.2 91.6 71.4 107.2 142.9 145.0 42.2 63.3 84.4 105.5 33.3 49.9 66.6 83.2 30" 36" 42" 48' 54" 80" 114" 145.0 145.0 145.0 143.0 87.9 131.9 145.0 145.0 69.4 104.1 138.8 145.0 124.1 145.0 145.0 145.0 73.3 109.9 145.0 145.0 57.8 86.7 115.6 144.6 106.3 145.0 145.0 145.0 62.8 94.2 125.6 145.0 49.6 74.3 99.1 123.9 93.1 139.6 145.0 145.0 54.9 82.4 109.9 137.4 43.4 65.7 86.7 108.4 82.7 124.1 145.0 145.0 48.8 73.3 97.7 122.1 38.5 57.8 77.1 96.4 74.4 111.7 145.0 145.0 44.0 65.9 87.9 109.9 34.7 52.0 69.4 86.7 30" 36" 42"120" 48" 54" 60" 141.4 145.0 145.0 145.0 83.5 125.3 145.0 145.0 65.9 98.9 131.8 145.0 117.9 145.0 1 145.0 145.0 69.6 104.4 139.2 145.0 54.9 82.4 109.9 137.3 101.0 145.0 145.0 145.0 59.7 89.5 119.3 145.0 47.1 70.6 94.2 117.7 88.4 132.6 145.0 145.0 52.2 78.3 104.4 130.5 41.2 61.8 82.4 103.0 78.6 117.9 145.0 145.0 48.4 69.6 92.8 116.0 36.6 54.9 73.2 91.6 70.7 106.1 141.4 145.0 41.8 62.6 83.5 104.4 33.0 49.4 65.9 82.4 30" 36" 42" 48' 54" 126" 115.0 715.0 115.0 115.0 79.5 115.0 115.0 115.0 62.8 94.2 115.0 115.0 52.3 78.5 104.6 112.3 115.0 115.0 115.0 66.3 99.4 115.0[15 115.0 96.2 115.0 115.0 115.0 56.8 85.2 113.6 44.8 67.3 89.7 112.1 84.2 115.0 115.0 115.0 49.7 74.6 99.4 39.2 58.9 78.5 98.1 74.8 112.3 115.0 115.0 44.2 66.3 88.4 34.9 52.3 69.8 87.2 30" 36" 42" 54" 132" 115.0 115.0 115.0 115.0 75.9 113.9 115.0 59.9 89.9 715.0 115.0 107.2 115.0 115.0 115.0 63.3 94.9 115.0 49.9 74.9 99.9 115.0 91.8 715.0 115.0 115.0 54.2 81.! 108.5 42.8 64.2 85.8 107.080.4 115.0 115.0 115.0 475 71.2 94.9 37.5 58.2 74.9 93.6 71.4 107.2 142.9 115.0 42.2 63.3 84.4 105.5 33.3 49.9 66.6 83.2 1 1 1 1 1 1 I'°= -=i L 4 Fes--- F Ij F TYP. TYP. I)3 in 94 ANCHOR3 TYPES: SEE SHEET 8 FOR DESCRIP B2 (2) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION B3 3 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION B4 = 4; ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION B5 - 5) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION �4,u O q 10 Q a S a 0 LL 0�� INTERMEDWTE 00 HORIZONTALS a C OPTIONAL O 4 0 0 p ALL FIXED LTTES 0 i 0 X$I QewW��y_ e J Qw ANCHOR LOAD CAPACITY - PSF EXT.(+) k INT.(-) ' NOMINAL DIMS. ANCHORS TYPE 'B' 1/4" MAX. SHIM 3/8" MAX. SHIM 1/2" MAX. SHIM WIDTH (W) FRAME HEIGHT 82 1 B3 B4 B5 B2 B3 B4 I B5 82 H3 B4 B5 30" 36" 42" 48" 138" 115.0 115.0 1 115.0 115.0 72.6 108.9 115.0 115.0 57.3 86.0 114.6 115.0 102.5 115.0 115.0 115.0 60.5 90.8 115.0 115.0 47.8 71.7 95.5 115.0 87.9 115.0 115.0 115.0 51.9 77.8 103.8 115.0 40.9 61.4 61.9 102.4 76.9 115.0 115.0 115.0 45.4 68.1 90.8 113.5 35.8 53.7 71.7 89.6 30" 36" 42" 48" 144" 115.0 115.0 115.0 115.0 69.6 104.4 115.0 115.0 54.9 82.4 109.9 115.0 98.2 115.0 115.0 115.0 58.0 67.0 115.0 115.0 45.8 91.6 114.4 84.2 115.0 115.0 115.0 49.7 74.6 99.4 115.0 39.2 78.5 f58.9 98.1 73.7 110.5 115.0 113.0 43.5 65.3 67.0 108.8 34.3 88.7 85.8 1 1 1 1 1 1 I'°= -=i L 4 Fes--- F Ij F TYP. TYP. I)3 in 94 ANCHOR3 TYPES: SEE SHEET 8 FOR DESCRIP B2 (2) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION B3 3 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION B4 = 4; ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION B5 - 5) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION �4,u O q 10 Q a S a 0 LL 0�� INTERMEDWTE 00 HORIZONTALS a C OPTIONAL O 4 0 0 p ALL FIXED LTTES 0 i 0 X$I QewW��y_ e J Qw ANCHORS WIDTH (W) - W1 AT FRAME JAMB WIDTH (W) a W2 + W3 AT FRAME MULLION 2 6' o c TYP 1111111111', ' -'® JGENSF'• n o Na. 70592 Sealed: 2/13/2018 x ANCHORS WIDTH (W) - W1 AT FRAME JAMB WIDTH (W) a W2 + W3 AT FRAME MULLION 2 6' o c TYP 1111111111', ' -'® JGENSF'• n o Na. 70592 Sealed: 2/13/2018 TYPICAL ANCHORS 1BY OR 2RY p a i i i F i i i WI I I i t i 4 n s N NUS 4 W � x � .+ ._ TYPICAL ANCHORS • _ _ SEE EL£VAnONS I EDGE DIST. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 5/1B' DIA ULTRACON By_'Fir,—")* (Fu -177 KSI, Fy=155 KSQ INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY OR 2BY WOOD BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) ANCHOR EDGE DIST.NM INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE - 1-1/4" MIN. L _ — — TYPE 'B'- 5/16" OLA ULTRACON BY 'EICO' (Fu -177 KSI, FY -155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED INTO CONC. (HEAD/SILL/JAMBS) 1-3/4" MIN. EMBED INr0 GROUT FILLED -BLOCKS (JAMBS) ANCHOR EDGE DISTANCES L _ INTO CONCRETE AND BLOCKS - 2-1/2" MIN. TYPE 'C'- 414 SMS OR SELF DRILLING SCREWS ST/ST (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6083-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy- 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES DI��CES L — INTO METAL STRUCTURE =S/B=MIN. — — — - WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. .{ C-90 GROUT FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. 1 FL #18411 _METAL U STRUCTURES u� Z O y h (•' x n o ^ i p c �UW + � \ � 1Y 7 G j; p 0g g.4 Ir A 4b0: 1 0 LL ZM- c- b Nw C � C) o M I Z � N r% No. 70592 Q 87 _ `/. drawing no. \......P.•' ,�s�.••W15-71 Sealed: 2/13/2018 1BY WOOD BUCK MIN. & MAX. Y v 5 3 3 i 1 JAMB 'JI' JAMB 'J2' Iz IN -1 S: P7�7 Ix IN-{ 6z N-3 7.602 3.005 11.510 4.549 MAX. FRAME MAX. GAPS FOR UNANCHORED JAMBS JAMB 'J1' JAMB 'J2' OMUWON 'M1' MIN. MAX. MIN. MAX. 3/8" AT 6" FROM ENDS I J / AND 22. O.C. TYP. 1 - - 3/8" i" - - 3/8" 1" OJAMB 'J1' OMUWON 'M1' 1/4-20 X 2-1/4" HH BOLT W/ NUT & WASHER OJAMB 'J2' AT 6" FROM ENDS J / AND 22. O.C. TYP. 1 3 2 4 4 IC " I EXTERIOR D.L. OPG. D.L. OPG. 5 " SILICONE DOWSIL 790 DEPTH - 1/4" MIN. FRAME WIDTH MIN. &MAX. GAP SEE CHART BELOW OMUWON 'M2' NOTE: MAX. MOVEMENT CONSIDERED -100x STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE & WINDOWALL MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. REFER TO ACI -117-10 FOR CONSTRUCTION TOLERANCES. ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. GAPS LESS THAN 1/4" MAY BE DESIGNED BY ENGINEER OF RECORD BY THE USE OF BOND BREAKER TAPE OR 15R OF GAP ALLOWED MOVEMENT. REFER TO SHEETS 4 THRU 7 FOR SELECTION OF MUWON/JAMB WITH REINFORCED & UNREINFORCED FRAMES. MULLION 'M3' SEE SHEETS 3 & 4 FOR MULLION CAPACITY N U c SCREWS :NDS \.'4\GENS -'•'V � Ed a � N0.70592 � C, G •:i drawing no. �'' F[ORIOP.•'•,�� W15-71 FL #18411 �'//S��NIAL\�`� sheet 9 of12 O Sealed: 2/13/2018 Sealed: 2113/2018 V �0 N J O_F y� Z a] ' 140.7 107.1 84.5 145.0 145.0 80" 128.6 98.4 78.1 145.0 145.0 68" 115.1 87.8 69.1 145.0 138.3 72 105.5 80.3 63.4 115.0 128.8 t r co � o � 0 IL a 04 I� I W III MAX. SHIM SEE CHART O JAMB HIM SEE CSHART BELOW MAX. SHIM 1/4" MAX. O SECURED JAMB t y v SEE CHART BELOW SHIM FOR ANCHORS 4 6 a g 1TYPE C O 3 TYPICAL ANCHORS TYPICAL ANCHORS J Z W SEE CHART BELOW FOR SPACING SEE CHART BELOW FOR SPACING c STRUC RE W AND CAPACITY AND CAPACITY Y w 4 Z o nn }� W TYPICAL ANC S SEE SEE CHART BELOW rn o G o TYPICAL ANCHORS] C) N o FOR SPACING w w SEE CHART BELOW7 FOR SPACING 10 M d AND CAPACITY c w AND CAPACITY J a a Z lL 1BY OR 2BY WOOD BUCK n METAL STRUCTURE 0 o� C 0 JAMB ANCHORS DESIGN LOAD CAPACITY - PSi 13" NO. SPACING 8-1/2" SPACING N MAX 1/4- 3/8" MAX. 1/2" MAX. 3/8" MM 1/2- MAX. d SHIM SHIM SHIP SNIP SHIM j. WIDTH (W) W.(+) EXT.(+) EM.(+) EXT.(+) t7R.(+) /• INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) C e o W. 145.0 145.0 145.0 145.0 145.0 N H / 36" 145.0 145.0 126.8 145.0 145.0 O \ V j I C 42" 145.0 137.7 108.7 145.0 145.0 N 48• 145.0 120.5 95.1 145.0 145.0 ``1111111111/IYY' 54 • No. 70552 - o a SECURED JAMBS REINFORCING NOT REQUIRED I W = i 1 LI i. drawing no. '!rS�ONAL C?`�� FL # 18411 Hn11111 sheetlpofl2 Sealed: 2113/2018 ' 140.7 107.1 84.5 145.0 145.0 80" 128.6 98.4 78.1 145.0 145.0 68" 115.1 87.8 69.1 145.0 138.3 72 105.5 80.3 63.4 115.0 128.8 Sealed: 2113/2018 3.544 --y .206 I .70 2.353 L .125 OI W-4.999 —III HEAD/SILL/JAMB/INTERMEDIATE & MULLION 3.499 .BDO 1.35875 0 .125 L—4.342 l`J FIN SNAP p-4.J42—�{ .125 I 600 3.499 FLAT SNAP 1.764 j .970 II .100 I .750 ��.062 --=•I� 2.000 GLASS STOP 7 ITEM / PART / REQ'D DESCRIPTION MATERIAL MANF. / SUPPLIER / REMARKS I MRG-1 AS REQ'D HEAD, INTERM., SILL, JAMB AND MULLION 6063-T6 - 2 MRG-2 AS REO'D FIN SNAP 6063-T6 - 3 MRG-3 AS REQ'D MT SNAP 6063-T6 - 4 MRG-5 AS REQ'D GLASS STOP 6063-T6 - 5 MRG-? AS REO'D MULLION STIFFENER 6063-T6 - 6 - - MULLION STIFFENER STEEL _ 7 E238 AS REO'D GASKET (AT INTERIOR), BULB TPE, BASE POLYPROPYLENE - ULTRAFA" 8 - AS REO'D SPACER / OUTER GASKET (BULB SANTOPRENE, BASE POLYPROPYLENE) - CENTRAL PLASTICS INC. 9 - 2 LITE SETTING BLOCKS (3/8' X 1/4' X 4' LG.) EPOM TREMCO, DUROMETER 80*5 SHORE A 10 - 2/ LITE SETTING BLOCKS (1 1/4' X 1/4' X 4' LG.) EPDM TREMCO, OUROMETER 80*5 SHORE A 11 012 X 1 1/2' 4/CORNER FRAME ASSEMBLY SCREWS ST. STEEL HEX. HEAD MACHINE SCREW j�.375 4.000 HR 36 KSI OR CR 70 KSI SEE MULLION CHARTS MULLION STIFFENER I I U MULLION STIFFENER SEALANTS: ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. �\ •T •'' 4�GEN No. 70582 `� c • S F F T `l drawing no. FL #18411 ///�!�INALL�\\` sheet 11 off 2 Sealed: 2/13/2018 �a �u M Z< 0 00 0 N O ul O FRAME TOP/BOTTOM CORNERS FIN SNAP TOP/BOTTOM CORNERS ?' w tt V) 3 J G 13 a O v m c u 4 0 0 0 c 1 � � No. 70562 •amu` � drawing no. FRAME INTERMEDIATE CORNERS '��(�ss•..ORtDF.•��` W15_�� FL # 18411 '��,; NAL, Sealed: 2/1312018 N SEE SHEETS 5 THRU 7 SEE SHEETS 5 THRU 7 SERIES MG -8000 ALUMINUM WINDOW WALL SYSTEM TYPICAL ELEVATIONS THIS SYSTEM IS RATED FPR LARGE do SMALL MISSILE IMPACT SHUTTERS ARE NOT RE 1 ED. THIS PRODUCT HAS BEEED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THEH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VEL�MUR(R:,AZONE (HVHZ). 1BYOR2BY W00ASTENERS BY OTHERS, MUST BE DESIGNED AND IN TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROtNO, '7 SPACED AS SHOWN ON DETAILS AND INSTALLED PER MAN F'IO SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYONSSIN OR STUCCO. A LOAD DURATION INCREASN DE GN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMT.MET5LIC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT STEEL),��.A1ETAL SCREWS, THAT COME INTO CONTACT WITH IMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA 81_0G41�QOD^ ADOPTED STANDARDS. THIS PRODUCT APPROVALIS -ENE Os D0E5 NOT gROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. • F FETY OF TH PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PROD AND SEALING:& OUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. A' OTC% CONDITIONS NOT SHOWN IN THIS DRAWL TO 'B AN ZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFI INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND PRESSURE REQUIREMENTS BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEET 2 FOR GLASS DESIGN LOAD CAPACITY, STEP 3 CHECK MULLION DESIGN LOAD CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEETS 3 h 4 THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. STEP 4 USING CHARTS ON SHEET 5 THRU 7 SELECT ANCHOR OPTION WITH DESIGN LOAD CAPACITY MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 5 FOR SECURED JAMB OPTION CHECK JAMB ANCHOR CAPACITY USING CHART ON SHEET 10. STEP 6 THE LOWEST VALUE RESULTING FROM STEPS 2, 3, 4 AND 5 THAT EXCEED THE DESIGN WIND PRESSURES DETERMINED THRU STEP 1SHALL APPLY TO ENTIRE SYSTEM. STEP 7 FOR SYSTEMS WITH UNANCHORED JAMBS, USING SHEET 9, DETERMINE THE MIN. k MAX. GAP DIMENSIONS. 11 m' �Z m° 164D SILL _ I \ CORNERS i I ANCHORS TYPE A. B OR C —2, 3, 4 OR 5 AT EACH JAMB SEE SHEETS 5 THRU 7 SINGLE '0' PANEL: FRAME WIDTH = D.L.O. WIDTH + 5.0" FRAME HEIGHT = D.L.O. HEIGHT + 5.0" PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. • • • • • • • • • • • LARGE MISSILE IMPACT •• •i ••i i i 900 •• FL #18411 A INs ALuTIORN TOF BTHISEPRODUCT EBASED ON R THE THIS Cp ODUCeRCIAST MO T EVALUATON ID x•n'?M�''�, i PRWIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED : )Q':•' I,TGENSF '•,O j n o ON THIS DOCUMENT. I n B- THIS PRODUCT EVALUATION DOCUME T WILL B CONSIDERED INVALID IF ND 70582 ALTERED IA ANY IRE040 '_ •• C- SITE 5 Cln PROJSlyTS SNALL P PAR D B A RORIya[� R�5•y15 ED - ENGINCER OR HREvT W xN IL EC , Tk Ef�NEER OF 11ECplD (E R.) 9 � T WILL•dE RE9F'ONAIBIE•FOR lAE PRIER ^ FOR THE IP P.E AND WIA) USE OA TNS P.E.D• WGINEER OF IlC0UB MING ASAI DREORED ! p•'. A OF � drawing no. ENGINEER 00 THE S FOR ENGINEER slAll SVBI•T TO THIS Ul"E0. THE SIE SPECIFIC DRAWINGS FOR REVIEW. j' S •., URT•' ^>+'C`� THIS P.E.D. SHALL BEAR THE DATE AND D PROFESSIONAL AI 5 _7 ' ORIGINAL SEAL AND SIGNATURE OF THE ENGIN R OFRCORD THATPREPAREOT ! 9heeT 1O( 12 • • • • • • • • • • • • Sealed: 2/13/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0 W U VS // m ' °w zou J o ° y w tg 0 O 8 pW� V W 164D SILL _ I \ CORNERS i I ANCHORS TYPE A. B OR C —2, 3, 4 OR 5 AT EACH JAMB SEE SHEETS 5 THRU 7 SINGLE '0' PANEL: FRAME WIDTH = D.L.O. WIDTH + 5.0" FRAME HEIGHT = D.L.O. HEIGHT + 5.0" PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. • • • • • • • • • • • LARGE MISSILE IMPACT •• •i ••i i i 900 •• FL #18411 A INs ALuTIORN TOF BTHISEPRODUCT EBASED ON R THE THIS Cp ODUCeRCIAST MO T EVALUATON ID x•n'?M�''�, i PRWIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED : )Q':•' I,TGENSF '•,O j n o ON THIS DOCUMENT. I n B- THIS PRODUCT EVALUATION DOCUME T WILL B CONSIDERED INVALID IF ND 70582 ALTERED IA ANY IRE040 '_ •• C- SITE 5 Cln PROJSlyTS SNALL P PAR D B A RORIya[� R�5•y15 ED - ENGINCER OR HREvT W xN IL EC , Tk Ef�NEER OF 11ECplD (E R.) 9 � T WILL•dE RE9F'ONAIBIE•FOR lAE PRIER ^ FOR THE IP P.E AND WIA) USE OA TNS P.E.D• WGINEER OF IlC0UB MING ASAI DREORED ! p•'. A OF � drawing no. ENGINEER 00 THE S FOR ENGINEER slAll SVBI•T TO THIS Ul"E0. THE SIE SPECIFIC DRAWINGS FOR REVIEW. j' S •., URT•' ^>+'C`� THIS P.E.D. SHALL BEAR THE DATE AND D PROFESSIONAL AI 5 _7 ' ORIGINAL SEAL AND SIGNATURE OF THE ENGIN R OFRCORD THATPREPAREOT ! 9heeT 1O( 12 • • • • • • • • • • • • Sealed: 2/13/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). GLASS LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPES �I 'GIL' k 'GILT' 'G2L' k 'G2LI' D.L.O. WIDTH D.LO. HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 45* 48' 51" 54" 57" 80" 6J" 86" 69" 85" 70.0 70.0 100.0 145.0 70.0 70.0 100.0 145.0 70.0 70.0 100.0 145.0 70.0 70.0 100.0 145.0 70.0 70.0 100.0 145.0 70.0 70.0 100.0 145.0 85.0100.0145.0 o; O 65.0 100.0 IV 145.0 65.0 100.0 145.0 45" 48' 51" 54" 57" 60" 63" 66" 89' 91" 70.0 70.0 100.0 145.0 70.0 70.0 100.0 145.0 70.0 70.0 100.0 145.0 70.0 70.0 100.0 145.0 65.0 65.0 100.0 145.0 65.0 65.0 100.0 145.0 65.0 65.0 100.0 145.0 65.0 55.0 100.0 143.0 65.0 65.0 100.0 137.0 45" 48" 51" 54" 57" 60" 63" 66' 97" 70.0 70.0 100.0 145.0 70.0 70.0 100.0 145.0 70.0 70.0 100.0 145.0 70.0 70.0 100.0 145.0 65.0 65.0 100.0 145.0 65.0 55.0 100.0 145.0 65.0 65.0 100.0 142.0 - - 100.0 136.0 100.0 129.0 45' 48" 51" 54' 57' 60' 63' 103" 70.0 70.0 100.0 145.0 70.0 70.0 100.0 145.0 65.0 65.0 100.0 145.0 85.0 65.0 100.0 145.0 65.0 65.0 100.0 145.0 65.0 65.0 100.0 140.0 - - 100.0 133.0 45" 48' 51' 54' 57" 60" 109" 70.0 70.0 100.0 145.0 70.0 70.0 100.0 145.0 65.0 65.0 100.0 145.0 65.0 65.0 100.0 145.0 85.0 65.0 100.0 139.0 - I - 100.0 132.0 45" 48" 51" 54' 57" 115" 70.0 70.0 100.0 145.0 85.0 65.0 100.0 145.0 65.0 65.0 100.0 145.0 65.0 65.0 100.0 141.0 - - 100.0 133.0 45" 48" 51" 54" 121" 65.0 65.0 100.0 115.0 65.0 65.0 100.0 115.0 65.0 65.0 1 100.0 115.0 - - 100.0 115.0 45" 48" 51' 127' 1 65.0 65.0 100.0 115.0 65.0 65.0 100.0 115.0 - - 100.0 115.0 45' 48" 133" 65.0 65.0 100.0 115.0 65.0 65.0 100.0 115.0 45" 139' 65.0 65.0 100.0 115.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). SILICONE-/ v SILICONE-/ v DOWSIL 795 DOWSIL 795 GLASS TYPE 'G1LI' GLASS TYPE 'G2L[' 1-5/16" OVERALL INSUL. LAM. GLASS 1-5/16" OVERALL INSUL. UM. GLASS GLIMI DPT19NS ; • •• • • • • ••• • o c •• ••• •• • • • •• 1/2" AIR SPACE CONSISTING OF:jpJ•�'�LCEN •M"�O �� ^ •r Q SPACER. n ALUMINUM BOX SPACER j1ROUVQ4• • • • • ZNo. 70592 -, THE PERIMETER OF THE GLASS. • • • • • • • {r ,• = �RIMETER SEALANT: • • • • • • • • • • _ � � SILICONE • • • • • • • • • • �j r • • •• • • • • • DOWSIL 791 • • • •• • Q 5 drawing no. GE z000 GLAS5 '•`�`s••.�?oR1o►:.••'�•'�:� W15-71 FL #16411 7j7�,S,�oNAL1�\ sheet 2 at12 • • • • • • • • • • • • Sealed: 2/13/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" HEAT STREN'D GLASS 1/4" HEAT STREWD CUSS �v �I 090" Interlayer 090" Interlayer TT ,Y n N T-Lfol PVB By 'kuroray Americo, Inc.' SenlryGlm By 'Xuraray America, Inc.' j � z ^ m �- 0 h 1/4" HEAT STREN'D GLASS 1/4' HEAT STREN'D GLASSC. o; O m O Q 3 ut 2 to 0 u1o�� GL. I QQ'', F 8 l �U 6 i I 7 m 1 7 i m i I (r�i Q' i i t 0 IL a121 10 QW w ' 9 li m SILICONE DOWSIL 795 SILICONE DOWSIL 795 Q W E GLASS TYPE 'GIL' GLASS TYPE 'G2L' c -� 9/16" OVERALL LAM. GLASS 9/16' OVERALL LAM. GLASS ^ m J Z - m a 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS" n 090" Interlayer 090" Interlayer Z n TrosiTol PVB SentryGlos •Nuraray 3 By 'kuroray America, Inc.' By Americo, Inc.' w 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D CUSS = O m �0 1 /2" AIR SPACE 1/2" AIR SPACE r7 3 � ~ 0 1/4' TEMP. GLASS c 1/4" TEMP. GLASS O Z WW C O ... m 8 ! I I J(D 8 i /(D I II I I I I I I SILICONE-/ v SILICONE-/ v DOWSIL 795 DOWSIL 795 GLASS TYPE 'G1LI' GLASS TYPE 'G2L[' 1-5/16" OVERALL INSUL. LAM. GLASS 1-5/16" OVERALL INSUL. UM. GLASS GLIMI DPT19NS ; • •• • • • • ••• • o c •• ••• •• • • • •• 1/2" AIR SPACE CONSISTING OF:jpJ•�'�LCEN •M"�O �� ^ •r Q SPACER. n ALUMINUM BOX SPACER j1ROUVQ4• • • • • ZNo. 70592 -, THE PERIMETER OF THE GLASS. • • • • • • • {r ,• = �RIMETER SEALANT: • • • • • • • • • • _ � � SILICONE • • • • • • • • • • �j r • • •• • • • • • DOWSIL 791 • • • •• • Q 5 drawing no. GE z000 GLAS5 '•`�`s••.�?oR1o►:.••'�•'�:� W15-71 FL #16411 7j7�,S,�oNAL1�\ sheet 2 at12 • • • • • • • • • • • • Sealed: 2/13/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF MULLION WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'J1' MULLION 'MI' WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) JO" 36" 42" 48" 54" 55" 60" 90" 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 70.0 70.0 30" 36" 42" 48" 51" 54" 80" 98" 100.0 110.0 100.0 110.0 100.0 110.0 100.0 106.5 97.0 97.0 70.0 70.0 70.0 70.0 30" 36" 42' 48" 54" 57" 102" 100.0 110.0 100.0 110.0 100.0 104.0 92.7 92.7 70.0 70.0 70.0 70.0 30" 36" 42" 48' 54' 108' 1 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 30' 36" 42" 48' 51' 114' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 66.3 68.3 JO" 36" 42" 48" 120' 70.0 70.0 70.0 ft12 82.8 DESIGN LOAD CAPACITY - PSF MULLION WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'J2' MULLION 'M2' WIDTH (W) FRAME HEIGHT EXT.(+) INT,(-) 48" 54" 58" 120" 65.0 65.0 65.0 55.0 65.0 65.0 30" 36" 42" 48" 54" 55" 1 126" 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 30" 36" 42" 48" 53" 132" 65.0 55.0 65.0 85.0 65.0 65.0 65.0 65.0 619 6J.9 JO" 36" 42" 48" 50" 138" 65.0 65.0 65.0 65.0 65.0 65.0 60.7 60.7 58.6 58.6 JO" 36' 42' 48' 144" 65.0 65.0 63.0 55.0 60.2 1 60.2 1SJ.2 53.2 INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED, DESIGN LOAD CAPACITY - PSF MULLION WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. NOMINAL DIMS. JAMB 'J2'JAMB 'J2' MULLION 'M3' MULLION 'M3' WIDTH (w) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 30' 36" 42" 48" 54" 60" 66' 72" 96" 100.0 145.0 - - 100.0 145.0 - - 100.0 145.0 - - 100.0 145.0 - - 100.0 145.0 - - 100.0 145.0 - - 100.0 115.0 - - ,00.0 115.0 - - 30" 36" 42" 48" 54' 60" 66" 71' 102• 100.0 145.0 - - 100.0 145.0 - - 100,0 145.0 - - 100.0 145.0 - - 100.0 145.0 - - 100.0 115.0 - - 100.0 115.0 - - 100.0 115.0 - - 30" 36" 42' 48" 54" 80" 66" 87' 1D8" 100.0 145.0 - - 100.0 145.0 - 100.0 145.0 - - 100.0 144.0 100.0 145.0 100.0 115.0 - - 100.0 115.0 - - 100.0 112.5 - - ,00.0 111.3 - - 30" 36" 42" 48' 54" 60" 83" 114" 100.0 - - 100.0 - - 100.0 100.0 145.0 [45. 100.0 100.0 145.0 100.0 - - 100.0 100.0 115.0 100.0 100.0 115.0 30" 36' 42" 48" 54" 60" 120' 100.0 - - 100.0 145.0 - - 100.0 130.8 100.0 145.0 100.0 115.0 100.0 137.3 100.0 104.6 100.0 115.0 95.7 95.7 100.0 113.4 30" 36' 42" 48" 54" 55" 125" 100.0 113.0 - - 100.0 115.0 - - 100.0 115.0 - - 100.0 104.6 100.0 115.0 94.2 94.2 100.0 108.6 92.7 92.7 100.0 107.0 30" J6" 42' 48' 132' 100.0 115.0 - - 100.0 115.0 - - 100.0 107.3 100.0 115.0 SEE SHEET 9 FOR UNANCHORED JAMB REINFORCING LIMITS DESIGN LOAD CAPACITY - PSF MULLION WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'J2'JAMB 'J2' MULLION 'M3' MULLION 'M3' WIDTH (W) FRAME HEIGHr EXT.(+) INT.(-) EXT.(+) INF.(-) 30" 36" 42" 48" 50' 138" 100.0 115.0 - - 100.0 113.3 100.0 115.0 97.9 97.9 100.0 102.4 86.3 86.5 90.6 90.6 83.3 63.3 87.4 87.4 30" 36' 42' 48" 144" 100.0 115.0 - - 100.0 103.5 - - 89.5 69.5 - - 79.2 1 79.2 - - tW1I W2 t W3 LOADS SHOWN ARE WITH COLD ROLLED STEEL STIFFENER Fu MIN. - 70 KSI 3 0 JAMB 'JI' Ix IN'4 Sx IN" 3 7.602 3.005 WIDTH (W) a W1 AT FRAME JAMB WIDTH (W) _ W2 + W3 AT FRAME MULLION 2 5 3 1 JAMB 'J2' II IN"4 Sx IN'J 11.510 4.549 5 5 6 MULLION 'MI' MULLION 'M2' MULLION 'M3' ix IN -4 IS' IN" 3 Ix IN -4 SI IN'J Ix IN -4 BI M'J 7.878 .3.092 • • • • • 1.7 7 626 • • LUMINUM 11.767 4.626 • • • • • • • • • TEEL 2.000 1.000 • • • • • • • • • TOTAL 17.587 • •• • • • • ••• • NAU21+N'm 2.9 • • • • • • • • • \41-1^111111 TT/// )�•'•VOEN O • 0:0 •• • • • • = No.70592 • • • • • • • • • • • • • • • • • • • • • • • e F • • • • FCOR10�'. MULLIONS FL #18411 Sealed: 211312018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • cis Qa iF X00\+ rg 0 t R m r (78ap 8 0 W. 'Q < + O Q W z u! IL ZIB_ i�0g Q WOE F drawing no. W15-71 ••• • • • • s•• • • • • • • • • • • V W Ll tW1I W2 t W3 LOADS SHOWN ARE WITH COLD ROLLED STEEL STIFFENER Fu MIN. - 70 KSI 3 0 JAMB 'JI' Ix IN'4 Sx IN" 3 7.602 3.005 WIDTH (W) a W1 AT FRAME JAMB WIDTH (W) _ W2 + W3 AT FRAME MULLION 2 5 3 1 JAMB 'J2' II IN"4 Sx IN'J 11.510 4.549 5 5 6 MULLION 'MI' MULLION 'M2' MULLION 'M3' ix IN -4 IS' IN" 3 Ix IN -4 SI IN'J Ix IN -4 BI M'J 7.878 .3.092 • • • • • 1.7 7 626 • • LUMINUM 11.767 4.626 • • • • • • • • • TEEL 2.000 1.000 • • • • • • • • • TOTAL 17.587 • •• • • • • ••• • NAU21+N'm 2.9 • • • • • • • • • \41-1^111111 TT/// )�•'•VOEN O • 0:0 •• • • • • = No.70592 • • • • • • • • • • • • • • • • • • • • • • • e F • • • • FCOR10�'. MULLIONS FL #18411 Sealed: 211312018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • cis Qa iF X00\+ rg 0 t R m r (78ap 8 0 W. 'Q < + O Q W z u! IL ZIB_ i�0g Q WOE F drawing no. W15-71 ••• • • • • s•• • • • • • • • • • • DESIGN LOAD CAPACITY - PSF MULLION WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'JI' MULLION 'MI' WIDTH (w) FRAME HEIGHT EXT.(+) INT.(-) 30" 38' 42" 48" 54" 55" 60" 90" 100.0 110.0 100.0 110.0 100.0 110.0 100.0 110.0 99.7 99.7 97.9 97.9 70.0 70.0 30" 36" 42' 48" 51" 54" 60" 96" 100.0 110.0 100.0 110.0 100.0 110.0 97.9 97.9 92.1 92.1 70.0 70.0 70.0 70.0 30" 36" 42" 48" 54" 57" 102"98.3 100.0 110.0 100.0 110.0 98.3 86.0 88.0 70.0 70.0 70.0 70.0 30" 36" 42' 4B" 54' 10B" 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 67.7 67.7 30' 36" 42" 48' 51' 114" 70.0 70.0 70.0 70.0 70.0 70.0 67.9 67.9 63.9 63.9 30' 36" 42" 48' 120" 70.0 70.0 70.0 70.0 67.4 67.4 58.9 58.9 DESIGN LOAD CAPACITY - PSF MULLION WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'J2' MULLION 'M2' WIDTH (w) FRAME HEIGHT EXT.(+) INT.(-) 48" 54" 58' 120" 65.0 65.0 65.0 65.0 65.0 65.0 30" 36" 42" 48' 54" 55" 126" 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 85.0 85.0 65.0 65.0 30" 36" 42' 48' 53" 132' 65.0 65.0 65.0 65.0 65.0 65.0 65.0 55.0 60.0 60.0 30' 36" 42' 48' 50" 138' 65.0 65.0 65.0 65.0 65.0 65.0 58.0 58.0 55.7 55.7 30" 36' 42' 48" 144" 65.0 65.0 65.0 65.0 58.3 58.3 51.0 51.0 INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. DESIGN LOAD CAPACITY - PSF MULLION WITH INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'J2' JAMB 'J2' MULLION 'M3' MULLION 'M3' WIDTH (w) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 30" 36' 42" 46" 54" 60' 98" 100.0 145.0 - - 100.0 145.0 - - 100.0 145.0 - - 100.0 145.0 - - 1DO.0 145.0 - - 100.0 137.4 100.0 145.0 30" 36"100.0 42" 48' 54" 60" 102" 100.0 145.0 - - 145.0 - - 100.0 145.0 - - 100.0 145.0 - - 100.0 135.2 100.0 145.0 100.0 115.0 - - 30" 36" 42" 48" 54" 00" 108" 100.0 145.0 - - 100.0 145.0 - - 100.0 145.0 - - 100.0 135.7 100.0 145.0 100.0 115.0 - - 100.0 108.5 - - 30" 36" 42" 48" 54" 60" 114' 100.0 145.0 - - 100.0 145.0 - - 100.0 139.2 100.0 145.0 100.0 121.8 100.0 145.0 100.0 108.2 100.0 115.0 1 97.4 97.4 100.0 115.0 30' 36" 42" 48" 54" 60" 120" 100.0 145.0 - - 100.0 145.0 - - 100.0 125.6 100.0 145.0 100.0 109.9 100.0 129.5 97.7 97.7 100.0 115.0 87.9 87.9 100.0 103.8 30" 36' 42" 46" 54" 55" 126" 100.0 115.0 - - 100.0 115.0 - - 100.0 113.9 100.0 115.0 99.7 99.7 100.0 110.0 68.6 86.6 100.0 100.7 87.0 87.0 98.9 98.9 30' 36' 42" 48" 53" 132" 100.0 115.0 - - 100.0 115.0 - - 100.0 103.8 100.0 112.6 90.8 90.8 98.5 98.5 82.3 82.3 89.2 89.2 30" 36" 42" 48' 50" 138' 100.0 115.0 - - 100.0 110.8 100.0 115.0 95.0 95.0 9B.6 98.6 83.1 83.1 86.2 86.2 79.8 79.8 82.8 82.8 30" 36" 42" 48" 144" 100.0 115.0 - - 100.0 101.2 - - 85.7 85.7 - - 75.9 - SEE SHEET 9 FOR UNANCHORED JAMB REINFORCING LIMITS 3 1 'AMR 'JI' IXIN-4 S. IN"} 7.502 3.005 W1 t W2 W3 WIDTH (W) - W1 AT FRAME JAMB WIDTH (W) - W2 + W3 AT FRAME MULLION a mmau 5 5 6 2 1 2 1 2 1 MULLION MI MULLION 'M2 1 • • • • f • • • • • • • • a • • • • • • • 1. 'n B T F LOADS SHOWN ARE WITH MULLIONS • • • COLD ROLLED STEEL STIFFENER Fu MIN. - 70 KSI FL #18:1 MULLION 'M3' Ix IN'4 Sx M-3 Ix Ilio Sx IN"} li IN'4 S. IN -3 7.676 7.092 • • • • 11. 7 626 • LU INUM 11.787 4.626 • • • • • • • • STEEL 2.000 1. TOTAL 17.587 000 • • • • • • • • • • • • • • • • • • M KUN + 6 SR % 2.4 • • • • • • • • • • • \\\11111111/Ill • • • • • • • • M0. To69a ••• • • • • ••• • • • • • • • • • • Sealed: 2/13/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drowing no. W15-71 U 3 SEE SHEET 9 FOR UNANCHORED JAMB REINFORCING LIMITS 3 1 'AMR 'JI' IXIN-4 S. IN"} 7.502 3.005 W1 t W2 W3 WIDTH (W) - W1 AT FRAME JAMB WIDTH (W) - W2 + W3 AT FRAME MULLION a mmau 5 5 6 2 1 2 1 2 1 MULLION MI MULLION 'M2 1 • • • • f • • • • • • • • a • • • • • • • 1. 'n B T F LOADS SHOWN ARE WITH MULLIONS • • • COLD ROLLED STEEL STIFFENER Fu MIN. - 70 KSI FL #18:1 MULLION 'M3' Ix IN'4 Sx M-3 Ix Ilio Sx IN"} li IN'4 S. IN -3 7.676 7.092 • • • • 11. 7 626 • LU INUM 11.787 4.626 • • • • • • • • STEEL 2.000 1. TOTAL 17.587 000 • • • • • • • • • • • • • • • • • • M KUN + 6 SR % 2.4 • • • • • • • • • • • \\\11111111/Ill • • • • • • • • M0. To69a ••• • • • • ••• • • • • • • • • • • Sealed: 2/13/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drowing no. W15-71 NOMINAL DIMS. TH (W) FRAME HEIC 30" 36" 42" 48" 90" 54" 60" 86" 72" 30" 36" 42" 48" 96' 54" 60" 66" 72" 30" 36" 42" 48" 102" 54" 60" 66" 30" 36" 42" 48" 108" 54" 80" Be" 30" 36" 42" 4" 48" 54" 60" 30" 35" 42" 120" 48" 54" 60" 30" 36" 42" 126" 48" 54" 30" 36" 42" 132" 48" 54" ANCHOR LOAD CAPACITY - PSF EXT.(+) & INT.(-) ANCHORS TYPE 'A' MAX. SHIM 3/8" MAX. SHIM 1/2" MAX. SHIM U v ,v I 0� M• )•" f z �y a Q a 0 0 H V IL INTERMEDIATE HORIZONTALS OPTIONAL K Q All FIXED LITES O IL 13 O aZM O .b ANCHOR LOAD EXT.(+) CAPACITY - k INT.(-) PSF = p �i a AT FRAME JAMB 0 1a M mI w N1 O NOMINAL DIMS. x AT FRAME MULLION 2 zz ANCHORS TYPE 'A' -------- q� �J ANCHORS TYPES: SEE m 1/4" MAX. SHIM 3/0" MAX. SHIM 1/2" MAX. SHIM WIDTH (W) FRAME HEIGHT A2 A3 A4 A5 A2 A3 A4 A5 A4 A5 30" 36" 42" 138, 95.4 115.0 115.0 115.0 72.6 108.9 115.0 115.0 0 114.6 115.0 79.5 115.0 115.0 115.0 60.5 90.8 115.0 115.0 .7 95.5 115.0 68.2 102.3 115.0 115.0 51.9 77.8 103.8 115.0 .4 81.9 102.4 j2A 59.7 89.5 115.0 115.0 45.4 68.1 90.8 117.5 .7 71.7 89.6 144, 91.5 115.0 115.0 115.0 69.6 104.4 115.0 115.0 .4 109.9 115.0 76.2 114.3 115.0 115.0 58.0 87.0 115.0 115.0.7 91.6 114.4 65.3 98.0 115.0 115.0 49.7 74.6 99.4 115.0 .9 78.5 98.1 57.2 85.8 114.7 115.0 43.5 65.3 87.0 108.8.5 68.7 85.8 U v ,v I 0� M• )•" f z �y a Q a 0 0 H V IL INTERMEDIATE HORIZONTALS OPTIONAL K Q All FIXED LITES O IL 13 O aZM O .b WLd K WIDTH (W) a W1 = p �i a AT FRAME JAMB 0 1a M mI w N1 O WIDTH (W) W2 + W3 x AT FRAME MULLION 2 zz Z W • • • TYP • • • • \ \\\\1111 11111/T 414 /4y -------- q� �J ANCHORS TYPES: SEE m x w .'\}CENSF'••!J A2 - (2 ANCHORS TYPE 'A' AT EACH SIDE Of JAM�M•D MULLION • O A3 = (3) ANCHORS TYPE 'A' AT EACH SIOE00F4IAM13%ND MULLIIDN• • • • • 0 70592 • • • Ll W1 W2 W3 .b WLd K WIDTH (W) a W1 = p �i a AT FRAME JAMB 0 1a M mI w N1 O WIDTH (W) W2 + W3 G 3J AT FRAME MULLION 2 TYP. Z W • • • TYP • • • • \ \\\\1111 11111/T 414 /4y w J�ff 0 Fo-- TYP. TYR TYP. TYR 2 12 3 ttP. Z A2 TYP. • • 111 • • • • • • • • • Al • • • TYP • • • • \ \\\\1111 11111/T 414 /4y q� �J ANCHORS TYPES: SEE m SHEET 8 FOR DESCRIPTION .'\}CENSF'••!J A2 - (2 ANCHORS TYPE 'A' AT EACH SIDE Of JAM�M•D MULLION • O A3 = (3) ANCHORS TYPE 'A' AT EACH SIOE00F4IAM13%ND MULLIIDN• • • • • 0 70592 • • • A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE, -OF*JAMB 41NO MULL90N0 • • • • • S A5 = (5 ANCHORS TYPE 'A' AT EACH SIDE � JAMB&\ND IAULLICA • • • • • k�j.•. a It • • •• • • • • • • • Q ST • • • • • • % R1 •.•,•!`i IDP••,• •: ANCHORS FL #18411 ���Q'S��NA1��\�� • • • • •• • • • • • • • • • Sealed: 2/13/2019 • • • • • • •• •• • • • •• •• 000 0 0 0 000 0 • drawing no. W15-71 ••• . W ANCHOR LOAD EXT.(+) CAPACITY - & INT.(-) PSF ? F O fn10 AT FRAME JAMB 1p r o NOMINAL DIMS, $ ANCHORS TYPE 'B' _ _ O 1/4" MAX. SHIM 3/8" MAX. SHIM 1/2" MAX. SHIM TYPE WIDTH (W) FRAME HEIGHT B2 B3 04 D6 B2 B3 B4 B5 B2 B3 B4 B6 30" 36' 42" 48" 54" 60" 66" 72" 90, 1 145.0 145.0 145.0 145.0 111.4 145.0 145.0 145.0 87.9 131.8 145.0 145.0 145.0 145.0 145.0 145.0 92.8 139.2 145.0 145.0 73.2 109.9 145.0 145.0 134.7 145.0 145.0 145.0 79.5 119.3 145.0 143.0 82.8 94.2 125.6 145.0 117.9 145.0 145.0 145.0 69.6 104.4 139.2 145.0 54.9 82.4 109.9 137.3 104.8 145.0 145.0 145.0 51.9 92.8 123.7 145.0 48.8 73.2 97.7 122.1 94.3 141.4 145.0 145.0 55.7 83.5 111.4 139.2 43.9 65.9 87.9 109.9 85.7 128.6 145.0 145.0 50.6 75.9 101.2 126.5 40.0 59.9 79.9 99.9 78.6 117.9 145.0 145.0 46.4 69.8 92.8 116.0 38.6 54.9 73.2 91.6 30" 36" 42" 48" 54" 60' 66" 72" 1 96, 145.0 145.0 145.0 145.0 104.4 145.0 145.0 145.0 82.4 123.6 145.0 145.0 145.0 145.0 145.0 145.0 87.0 130.5 145.0 145.0 68.7 103.0 137.3 145.0 126.3 145.0 1 145.0 1 143.0 74.6 111.9 145.0 145.0 58.9 88.3 117.7 145.0 110.5 145.0 145.0 145.0 65.3 97.9 130.5 145.0 51.5 77.3 103.0 128.8 98.2 145.0 145.0 145.0 58.0 87.0 116.0 145.0 45.8 88.7 91.6 114.4 88.4 132.6 145.0 145.0 52.2 78.3 104.4 130.5 41.2 61.8 82.4 103.0 80.4 120.5 145.0 145.0 47.5 71.2 94.9 118.6 37.5 56.2 74.9 93.6 73.7 110.5 145.0 145.0 43.5 1 65.3 87.0 108.8 34.3 51.5 88.7 85.8 30" 36" 42" 48' 54" 60" 66" 102" 145.0 145.0 145.0 145.0 98.3 145.0 145.0 145.0 77.6 116.3 145.0 145.0 138.7 145.0 145.0 145.0 81.9 122.8 145.0 145.0 64.6 96.9 129.3 145.0 118.9 145.0 145.0 145.0 70.2 105.3 140.4 145.0 55.4 83.1 110.8 138.5 104.0 145.0 145.0 1 145.0 61.4 92.1 122.8 145.0 48.5 72.7 96.9 121.2 92.4 138.7 145.0 145.0 54.6 81.9 109.2 136.5 43.1 64.6 86.2 107.7 83.2 124.8 145.0 145.0 49.1 73.7 98.3 122.8 38.8 58.2 77.6 96.9 75.6 113.5 145.0 145.0 44.7 67.0 89.3 111.7 1 35.3 52.9 70.5 88.1 30" 36" 42" 48" 54' 60" 66" 108" 145.0 145.0 145.0 145.0 92.8 179.2 145.0 145.0 73.2 109.9 145.0 145.0 131.0 145.0 145.0 145.0 77.3 116.0 145.0 145.0 61.0 91.6 122.1 145.0 112.3 145.0 145.0 145.0 66.3 99.4 132.6 145.0 52.3 78.5 104.6 130.8 98.2 145.0 145.0 145.0 58.0 87.0 116.0 145.0 45.8 68.7 91.6 114.4 87.3 131.0 145.0 145.0 51.6 77.3 103.1 128.9 40.7 61.0 81.4 101.7 78.6 117.9 145.0 145.0 46.4 69.6 92.8 116.0 36.8 54.9 1 73.2 91.6 71.4 107.2 142.9 145.0 42.2 63.3 84.4 105.5 33.3 49.9 66.6 83.2 30" 36' 42" 48' 54" 60" 114" 145.0 145.0 145.0 145.0 87.9 131.9 145.0 145.0 89.4 104.1 138.8 145.0 124.1 145.0 145.0 145.0 73.3 109.9 145.0 145.0 57.8 86.7 115.6 144.6 145.0 145.0 62.8 94.2 125.6 145.0 49.6 74.3 99.1 106.3k132.6 123.9 93.1 145.0 145.0 54.9 82.4 109.9 137.4 43.4 65.1 86.7 108.4 82.7 145.0 145.0 46.8 73.3 97.7 122.1 38.5 57.8 77.1 96.4 74.4 145.0 145.0 44.0 65.9 87.9 109.9 34.7 52.0 69.4 86.7 30" 36' 42' 48' 54" 60' 120, 141.4 145.0 145.0 83.5 125.3 145.0 145.0 65.9 98.9 131.8 145.0 117.9 145.0 145.0 69.6 104.4 139.2 145.0 54.9 82.4 109.9 137.3 101.0 145.0 145.0 59.7 89.5 119.3 145.0 47.1 70.6 94.2 117.7 88.4 1 145.0 145.0 52.2 78.3 104.4 130.5 41.2 61.8 82.4 LI Q3.0 78.6 117.9 1 145.0 145.0 46.4 69.6 92.8 116.0 36.6 54.9 73.29 91.6 70.7 106.1 141.4 145.0 41.8 62.6 83.5 104.4 33.0 49.41��.3 2.4 30" 36' 42" 48" 54" 126" 115.0 115.0 115.0 115.0 79.5 115.0 115.0 115.0 62.8 94.2 .5.0 112.3 115.0 115.0 115.0 66.3 99.4 115.0 115.0 52.3 78.5 15.0 96.2 115.0 115.0 115.0 56.6 85.2 113.6 115.0 44.8 67.312.1 84.2 115.0 115.0 115.0 49.7 74.6 99.4 115.0 79.2 58.98.1 74.6 112.3 115.0 115.0 44.2 66.3 88.4 110.5 74.9 52.39! 30" 36" 42" 54" 132" 115.0 115.0 115.0 115.0 75.9 113.9 115.0 115.0 59.9 89.9AL�IiLiZ1 IL 0 107.2 115.0 115.0 115.0 63.3 94.9 115.0 115.0 49.9 74.9110 91.6 115.0 115.0 115.0 54.2 81.1 108.5 115.0 42.8 64.20 048" 00,4 115.0115.0 115.0 47.5 71.2 94.9 115.0 37.5 56.2.3 71.4 107.2 142.9 115.0 42.2 6].3 84.4 105.5 37.3 49.9 66.6 BJ.2 ••• . Z QFy, n O ` 0 0 O V 0U M, V ayT1 INTERMEDIATE 2 HORIZONTALS C R z OPTIONAL Q a O G ALL FIXED LITES � N R 9�0 W ANCHOR LOAD EXT.(+) CAPACITY - k INT.(-) PSF ? F O fn10 AT FRAME JAMB 1p r o NOMINAL DIMS. $ r- x _ _ O ANCHORS TYPE 'B' 1/4" MAX. SHIM 3/8" MAX. SHIM 1/2" MAX. SIAM WIDTH (W) FRAME HEIGHT B2 B3 B4 B5 82 R3 B4 B5 B2 D3 114 B5 30" 36" 42" 48" 138" 115.0 115.0 115.0 115.0 72.6 108.9 115.0 115.0 57.3 86.0 114.6 1 115.0 102.5 115.0 115.0 115.0 60.5 90.8 115.0 115.0 47.8 71.7 95.5 115.0 B7.9 115.0 115.0 113.0 51.9 77.8 103.8 115.0 40.9 61.4 81.9 102.4 76.9 115.0 115.0 115.0 45.4 60.1 90.8 113.5 75.8 53.7 71.7 89.6 30' 36" 42" 48" 144" 115.0 115.0 115.0 115.0 69.6 104.4 115.0 115.0 54.9 82.4 109.9 115.0 98.2 115.0 115.0 115.0 58.0 87.0 115.0 115.0 45.8 68.7 91.6 114.4 64.2 115.0 115.0 115.0 49.7 74.6 99.4 115.0 39.2 58.9 78.5 98.1 73.7 110.5 115.0 115.0 43.3 65.3 87.0 1 108.8 1 34.3 1 51.5 68.7 85.8 Z QFy, n O ` 0 0 O V 0U M, V ayT1 INTERMEDIATE 2 HORIZONTALS C R z OPTIONAL Q a O G ALL FIXED LITES � N R 9�0 p I o �4" I_ 4" �4"I -I 4• 1 g �4" I 4• W WI W2 W3 i s WIDTH (W) m W1 ? F O fn10 AT FRAME JAMB 1p r o WIDTH (W) - W2 + W3 $ r- x _ _ O x W p I o �4" I_ 4" �4"I -I 4• 1 g �4" I 4• a (2 w gg2 o• • Ir_ •• • • 16 • • • 6" I•--•-• • • • I j Imo . 4 I�--�i I•• 4 • • • • • riP • • -P. TYP. W ANCHORSTYPES SEE SHEET B FOR DESCRIPTION B2 2) ANCHORS TYPE •B' AT EACH SIDE OF JAMB AND MULLION ANCHORS IqPE T EACH SIDE OF JAMB AND MULLION �6 _ • 4CHj7R5 42 4 CHORS-" EACH S DE OF JAMB AND MULLION Aj EACH SIDE OF JAMB AND MULLION � ANCHORS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • )�•'3,\CENSE "•;V ^ 4 No. 70592 �''•, 9T drawing no. •. F 10�,, •.• �`� ss••... .. rec9�. W15-71 FL # 18411QIf I fVAI�,\� Sneer s ar,� Sealed: 2/13/2018 W WI W2 W3 i WIDTH (W) m W1 ? F O fn10 AT FRAME JAMB 1p r o WIDTH (W) - W2 + W3 $ {yy70 3 Z 0 AT FRAME MULLION2 O a (2 w gg2 o• • Ir_ •• • • 16 • • • 6" I•--•-• • • • I j Imo . 4 I�--�i I•• 4 • • • • • riP • • -P. TYP. W ANCHORSTYPES SEE SHEET B FOR DESCRIPTION B2 2) ANCHORS TYPE •B' AT EACH SIDE OF JAMB AND MULLION ANCHORS IqPE T EACH SIDE OF JAMB AND MULLION �6 _ • 4CHj7R5 42 4 CHORS-" EACH S DE OF JAMB AND MULLION Aj EACH SIDE OF JAMB AND MULLION � ANCHORS • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • )�•'3,\CENSE "•;V ^ 4 No. 70592 �''•, 9T drawing no. •. F 10�,, •.• �`� ss••... .. rec9�. W15-71 FL # 18411QIf I fVAI�,\� Sneer s ar,� Sealed: 2/13/2018 ANCHOR LOAD CAPACITY - PSF h INT.(-) NOMINAL DIMS, ANCHORS TYPE 'C' 1/4" MAX. SHIM WIDTH (W) FRAME HEIGHT C2 C9 C4 30" 36" 42" 48" 54" 60" 66" 72" 90" 145.0 145.0 145.0 145.0 145.0 145.0 136.5 145.0 145.0 119.5 145.0 145.0 106.2 145.0 145.0 95.6 143.4 145.0 86.9 130.3 145.0 79.6 119.5 145.0 30" 36" 42' 48" 54" 60" 66" 72" 96" 145.0 145.0 145.0 145.0 145.0 145.0 128.0 145.0 145.0 112.0 145.0 145.0 99.6 145.0 145.0 89.6 134.4 145.0 81.5 122.2 145.0 74.7 112.0 145.0 30" 36" 42" 48" 54' 60" 66" 102' 145.0 145.0 145.0 140.5 145.0 145.0 120.5 145.0 145.0 105.4 145.0 145.0 97.7 140.5 145.0 84.3 126.5 145.0 76.7 115.0 145.0 30" 36" 42" 48" 54" 60" 66" 106" 145.0 145.0 145.0 132.7 145.0 145.0 113.8 145.0 145.0 99.6 145.0 145.0 88.5 132.7 145.0 79.5 119.5 145.0 72.4 108.8 144.6 30" 36" 42" 48' 54" 60' 114" 145.0 145.0 1 145.0 125.8 145.0 1 145.0 107.8K141.3 145.0 94.3 145.0 83.8 145.0 75.5 145.0 30" 36" 42" 48" 54" 60" 120" 143.4 145.0 119.5 145.0 102.4 145.0 89.6 134.4 145.0 79.6 119.5 145.0 71.7 1 107.5 143.4 30" 36" 42' 48' 54" 126" 115.0 115.0 115.0 113.8 115.0 115.0 97.5 115.0 115.0 85.3 115.0 115.0 75.9 113.8 115.0 30" 36" 42" 48" 54" 132" 115.0 115.0 115.0 108.6 115.0 115.0 93.1 115.0 115.0 81.5 115.0 115.0 72.4 106.6 115.0 ANCHOR LOAD CAPACITY EXT.(+) h INT.(-) - PSF NOMINAL DIMS. ANCHORS TYPE 'C' 1/4" MAX. SHIM FRAME HEIGHT C2 CJ C4 T 115.0 115.0 115.0 103.9 115.0 115.0 89.0 115.0 115.0 77.9 115.0 115.0 42" 48" 144' 115.0 115.0 115.0 99.6 115.0 115.0 85.3 115.0 115.0 74.7 112.0 i 1 115.0 INTERMEDIATE HORIZONTALS OPTIONAL ALL FIXED LITES -i. u ' W1 t W2 W3 WIDTH (W) - W1 AT FRAME JAMB WIDTH (W) W2 + W3 AT FRAME MULLION 2 I� �� P TM �-=I ^ NP •• ••• • • • • • •• 00 hal 1�---= la -=•I L F•• -d F-- TYP. TV,47 S3 • •• •�• fa4 • •• ••• ANCHORS TYPES: SEE SHEET Ber8R•OESCCPJION• • • • 0 0 • •• • • C2 (2) ANCHORS TYPE 'C' AT*EACH IDE OF JAMB AND MULLION • • C9 3 ANCHORS TYPE 'C' AT EACH S10E OF JAMB AND MULLION C4 4 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION ANCHORS FL #18411 JPO Aff4f" E vC'•. YJ ' � 1 No.70592 _ 9 ��j ••, 8T F drowing nW15-71o. • • • • • • • • �ealea: u I�tw Io • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS 113Y OR 213Y e EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL U 3 STRUCTURES /A n �Y N N FOR SPACING 4 0 _ m It LL WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS pN� o V OM cr D m4 0 10, ti 0 0��� MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. O Q W p No LL ZD11I _ Jay Q W 0 F TYPICAL ANCHORS: SEE ELEV. FOR SPACING U m Z n TYPE 'A'- 5/16" DLA ULTRAGON BY 'FLGO' (Fu=177 NSI, Fy=155 KSI) Z � $ INTO WOOD STRUCTURES O�� a~o 2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) ODM m � rt of 5� 25 Y THRU 1BY OR 2BY WOOD BUCKS INTO CONCRETE 7 _Q n m 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) ANCHOR EDGE DISTANCES INTO CONCRETE AND BLOCKS = 2-1/2" MIN. L _ INTO WOOD STRUCTURE _1-1/4" MIN. TYPE 'B'- 5/18" DIA ULTRACON BY 'FICO' (Fw177 KSI, FY -155 KSI) 1 DIRECTLY INTO CONCRETE I 1-3/4- MIN. EMBED INTO CONC. (HEAD/SILL/JAMBS) 4 1-3/4" MIN. EMBED INTO GROUT FILLED -BLOCKS (JAMBS) L _ ANCHOR EDGE DISTANCES INTO CONCRETE AND BLOCKS - 2-1/2" MIN. 'C'- TYPE J14 SMS OR SELF F DRI I1N • SCREWS ST/ST (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. TO EMEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO RE PLATED OR PAINTED) 4 ANCHOR EDGE DISTANCE!; • • • • • • • • n • • • C INTO METAL STRUCTURE = 5/B" MIN. • _ 10 : : WOOD AT HEAD, SILL OR JAMBS SG '0.55 MIN. • _ • • •• • • • • • • CONCRETE AT HEAD, SILL OR JAMBS I'e - 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. 1111111 ••� • • • • • • • • - No.70592 1'91CA1•AHCFNRS • • • • • • ' SES VAT•1N5• • • • • • '., WR SP WR SPACING • • • • � 87 E • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FL #18411 Sealed: 2/1312018 n � � b o � b droving no. W15-71 /A n �Y N Z h J 0 � �" a _i 0 _ m It LL pN� o V OM cr D m4 0 10, ti 0 0��� O Q W p No LL ZD11I _ Jay Q W 0 F J U m Z n SO o O ' Z � $ � w O�� a~o ODM m � rt of 5� 25 Y 7 _Q n m Sealed: 2/1312018 n � � b o � b droving no. W15-71 J 1 JAMB 'Jl' Ix IN"4 Sz m"J 7.602 3.005 WOOD f1 1 �...o�.• / c \..� �•...1/4-20 X 2-1/4" HH BOLT / n �...e •� - 5 3 1 JAMB 'J2' Ix IN"4 SI IN"'J 11.510 4.549 MAX. FRAME MAX. GAPS FOR UNANCHORED JAMBS JAMB 'J i' JAMB 'J2' HEIGHT MIN. MAX. MIN. MAX. 96' 3/e" 1" - - 102" 3/8" 1' - - 108" 3/8" 1" - - 120" 3/8" 1" - - 132' - - 3/8" 1' 144" - - 3/8" 1" NOTE: MAX. MOVEMENT CONSIDERED -100% STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE & WINDOWALL MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. REFER TO ACI -117-10 FOR CONSTRUCTION TOLERANCES. ALTERNATE SEALANTS AT JAMB CAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. GAPS LESS THAN 1/4" MAY BE DESIGNED BY ENGINEER OF RECORD BY THE USE OF BOND BREAKER TAPE OR 15% OF GAP ALLOWED MOVEMENT. REFER TO SHEETS 4 THRU 7 FOR SELECTION OF MULLION/JAMB WITH REINFORCED & UNREINFORCED FRAMES. OMULLION 'M2' OMULLION 'MJ' SEE SHEETS 3 & 4 FOR MULLION CAPACITY ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • #12 X 3/4" FH SELF DRILLING SCREWS IN PAIRS AT 6" FROM ENDS AND 24" O.C. FL #18411 Q N ' •'V NO.70592 6 F drawing no. W15-71 • • • • • • • • SE.aletl: Z/13/Z019 • • • • :**I U� I Z � m JJZ 0 � y • Q W f I ry 00 O .4 143.0 128.6 J N IL d' O t OG�m oaoo � � rc 0 _MAX. SHIM SECURED JAMB MAX, SHIM SEE CHART MAX. SHIM I/4. MAX• SECURED O JAMB Q HA SEE CRT BELOW SEE CHART SHIM BELOW BELOW FOR ANCHORS 0 1 TYPE C 3 = n TYPICAL ANCHORS TYPICAL ANCHORS Z WO 0 SEE CHART BELOW SEE CHART BELOW ' v m a STRUC RE FOR SPACING AND CAPACITY FOR SPACING AND CAPACITY - a Q yWy�� 4 W o Z n C _ _ _ _ _ _ _ _ - _ _ L • S W n 0 TYPICAL ANC RS ti G1 TYPICAL ANCHORS p� S SEE CHART BELOW o o SEE CHART BELOW7 � ;''7 •i FOR SPACING AND CAPACITY w 52 '1 w �' FOR SPACING AND CAPACITY o a 3 (7O _ n 1BY OR 20Y WOOD BUCK METAL STRUCTURE O �L0 JAMU ANCHORS DESIGN LOAD CAPACITY - PSF 10" MAX. SPACING 6-1/2" SPACING r 1/4- MAX. 3/0" MAX I/2" MAX. 3/0" MAS 1/2" MAR. u SHIM SHIM SHIM SHIM SHIM .j WIDiH (W) EM.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) /• �•• •• u 30" INT.(-) INT.(-) INT.(-) 145.0 145.0 145.0 INT.(-) INT.(-) 145.0 145.0 N • • • • • • • • • •• • • • • • - 36" 145.0 145.0 126.6 145.0 145.0 ^o u j; •• • • ••• • 0 42" 145.0 137.7 106.7 143.0 145.0 46" 145.0 120.5 95.1 143.0 145.0 54" 140.7 107.1 64.5 145.0 143.0 GF 60" 126.6 96.4 76.1 145.0 145.0 s i 66" 115.1 67.6 69.1 145.0 136.3 • • • • • • • • • • • • • • • • No. 82 705 - - i;' a 72" 105.5 60.3 63 • • • • • • • • • _ _ a B SECURED JAMBS (REINFORCING NOT REQUIRED) �____ w I • • • • • • • • • • • %� '•, OF •� ` drawing no. FL # 19411 ''7S!pIfNAL 1E`�� sheaf 10 of 12 • • • • • • • • SE.aletl: Z/13/Z019 • • • • :**I .4 143.0 128.6 • • • • • •• •• • • • •• •• ••• • • • ••• • • 3.544 .206 --f 0 2.3 53 �I .125 OM 4.999 HEAD/SILL/JAMB/INTERMEDIATE do MULLION 3.499 .600 1.350 ., 25 f��9t75 4.342 O FIN SNAP 4.342 •{ =3,499— .600 FLAT SNAP -1.764 .870 .100 —E50 t L '062 2.000 CLASS STOP 0 MULLION STIFFENER ITEM 0 PART 11 REQ'D DESCRIPTION MATERIAL MANF. / SUPPLIER / REMARKS I MRC -1 AS REO'D HEAD, INTERM., SILL, JAMB AND MULLION 6063 -TB - 2 MRG-2 AS REO'0 FIN SHAP 6063-T6 - 3 MRG-3 AS REQ'D FLAT SNAP 6063-T6 - 4 MRC -5 AS REQ'D GLASS STOP 6063-T6 - 5 MRG-7 AS REO'D MULLION STIFFENER 6063-T8 - 6 - - MULLION STIFFENER STEEL - 7 E238 AS REQ'O CASKET (AT INTERIOR), BULB TPE, BASE POLYPROPYLENE - ULTRAFAB 8 - AS REO'D SPACER / OUTER CASKET (BULB SANTOPRENE, BASE POLYPROPYLENE) - CENTRAL PLASTICS INC. 9 - 2/ LITE SETTING BLOCKS (3/8" X 1/4" X 4" LG.) EPDM TREMCO, DUROMETER III SHORE A 10 - 2/ LITE SETTING BLOCKS (1 1/4" X 1/4" X 4" LG.) EPOM TREMCO, DUROMETER 80l5 SHORE A 11 #12 X 1 1/2' 4/CORNER FRAME ASSEMBLY SCREWS ST. STEEL HEX. HEAD MACHINE SCREW SEALANTS: ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. i x375 4.000 • •• • • • • • • • • • • • • • ••• • • • • IT/ • • SID • • • • • \\1111111111 ap;. •'\.\GENS ''•;V • • • • • • • • No. 70582 HR 36 KSI • • • • • • • • • • f OR CR 70 KSI • • • • • • • • • • • • • • • • • • • • • • ��o' SEE MULLION CHARTS • • • • • • 8 T A Rlop, MULLION STIFFENER FL # 18411S�OIYAL 1j1 r1n 11111\ Sealed: 2/13/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • fly o drawing no. W15-71 • • • • • • • • 5ealea:2/1312018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M ~ O J hz W !A Q a g foo:. u $ O m O gg LY LLb�'�L" 0 vZ m FRAME TOP/BOTTOM CORNERS FIN SNAP TOP/BOTTOM CORNERS a 3 � �w 8�M i C70_ to g� O � c / 0 � u / •• ••• • • • • • •• pp • • • • • • • • • /�,,� \\\1111111 )�•' \,\GENS '•.:G i � � p • • • • • • 9,86 No. 70582 drawing no. • • • • • • • • • • • • ®•, a FRAME INTERMEDIATE CORNERS �.�ORIOP -� \ ` FL #18411 � W15-71 9naat,2pri2 .... ....... • • • • • • • • 5ealea:2/1312018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MY BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us SCIS Site Map Links Search Fipnia A dprProduct Approval �[USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL27000 - Application Type New Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305)470-8284 ulises@mrglasswindows.com Authorized Signature Ulises Senaris ulises@mrglasswi ndows. com Technical Representative Augusto Arias Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305)470-8284 aarias@mrglasswi ndows. com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Storefronts Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE -70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL27000 RO COI SS - MG5000 Window Wali System -CI 2017.pdf Referenced Standard and Year (of Standard) Standard Year AAMA 501 2005 TAS -201 1994 TAS -202 1994 TAS -203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 04/20/2018 04/20/2018 04/25/2018 06/12/2018 j FL # Model, Number or Name Description 27000.1 Series MG5000 Aluminum Window Large missile impact resistant aluminum window wall system. Wail System Limits of Use Approved for use In HVHZ: Yes i Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +130/-130 Other: See drawing 18-46F for span vs load combinations and installation details Installation Instructions FL27000 RO II SS - MG5000 Window Wall System (LMI)_ DWG 18-46F.pdf Verified By: Javad Ahmad PE # 70592 Created by Independent Third Party. Yes Evaluation Reports FL27000 RQ AE SS - MG5000 Window Wail System (�MI) PAE i 2017.pdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Qmydght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statem Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M 159 I E rE: r Credit Card Safe D.L. OPG. SEE SHEET 2 A - 4' MAX. 4" MAX. HEAD/SILL HEAD/SILL CORNERS CORNERS'I ANCHORS TYPE A. B. C OR D I 2, 3, 4 OR 5 AT EACH JAMB--' SEE SHEETS 5, 5.1 & 5.2 E 9 I D.L OPG. D.L. OPG. SEE SHEET 2 SEE SHEET 2 B] B C B SERIES MG5000 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ)- 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS, THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MAX. MULLION SPACING SEE SHEET 3 & 4 ANCHORS TYPE A, B, C OR D 1 2, 3, 4 OR 5 AT EACH SIDE OF MULLION -- SEE SHEETS 5, 5.1 & 5.2 TYPICAL ELEVATION ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE D N D' xVl I T 9 II 9 a n _ u a I� Z m, C jl II / A STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON "vW K II\ N I� \ = ^' II \ :3Ln _ IL W II LMA. DOOR\APPROTAL $C=3 � 0 w \ = Z Ur II � W In �ow ow � W L'7 PROVIDED HE/SFE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED �� � •' aGENBF '• � i ,Q 1 wwo pl0 I ' THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. B -THIS PRODUCT EVALUAVON COCUMENT WILL BE CONSIDERED INVALID IF 70592 G � Y STEP CHECK ANCHOR CAPACITY FOR WINDOW WALL SYSTEM 4 C -SITE I D.L. OPG. SEE SHEET 2 A - 4' MAX. 4" MAX. HEAD/SILL HEAD/SILL CORNERS CORNERS'I ANCHORS TYPE A. B. C OR D I 2, 3, 4 OR 5 AT EACH JAMB--' SEE SHEETS 5, 5.1 & 5.2 E 9 I D.L OPG. D.L. OPG. SEE SHEET 2 SEE SHEET 2 B] B C B SERIES MG5000 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ)- 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS, THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MAX. MULLION SPACING SEE SHEET 3 & 4 ANCHORS TYPE A, B, C OR D 1 2, 3, 4 OR 5 AT EACH SIDE OF MULLION -- SEE SHEETS 5, 5.1 & 5.2 TYPICAL ELEVATION 1 DOOR MULLION ANCHORS --SEE SHEET 7 D.L. OPG. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE I "t I F N 10 ------------- xVl I T C7 II V G / n 10 PRODUCT COMPLIES WITH REQUIREMENTS Of ANSI 297.1. I� Z m, C jl II / A STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON "vW K II\ N I� \ = ^' II \ W I� \ II SEE 'MR.\GLASS' IL W II LMA. DOOR\APPROTAL N jI FOR DOOR RANG II & DETAILS. w \ = Z Ur II 0 T� IIII _______ Ox .� 1 DOOR MULLION ANCHORS --SEE SHEET 7 D.L. OPG. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE D.L. OPG. 1 � Lo WIDTH WIDTH k' V VHF SEE CHART SHEET 2 SEE CHART SHEET 2 114 L.. INSTRUCTIONS PRODUCT COMPLIES WITH REQUIREMENTS Of ANSI 297.1. I� Z m, C A STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON "vW K N LARGE MISSILE IMPACT = ^' APPLICABLE ASCE 7 STANDARD. W IL W FL #27000 m g OF DESIRED GLASS SIZE. O RESPONSIBLE SELECTION,D 0 T� HEIGHT USING CHARTS ON SHEETS 3 & 4 FOR SASEFOR DTHE It STALRUT10N OF TN15ON THIS JDUCT LY AA 00W.�i m PROVIDED HE/SFE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED �� � •' aGENBF '• � i ,Q 1 DOOR MULLION pl0 I ' THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. B -THIS PRODUCT EVALUAVON COCUMENT WILL BE CONSIDERED INVALID IF 70592 STEP CHECK ANCHOR CAPACITY FOR WINDOW WALL SYSTEM 4 C -SITE ALTERED BY ANY UEANS .140' - SPECIFIC PROJECTS BE PREPARED A FLORIDA REGISTERED - �7 USING CHARTS ON SHEETS 5, 5.1 & 5.2(EOR.)o G ENGINEER OR ARCNTECT WtNCIi WILL BECAME THE ENGINEER OF RECORD . 10, u FOR DOOR MULLION ANCHOR CAPACITY SEE CHART FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER ON SHEET 7. _ USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED -1�•'. S , ••.• a z 0) THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. ENGINEER TO THE PEO ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE 6(� r SPECIFIC DRAWINGS FOR REVIEW. icr�9''•.....ID�• C? 18-46F d D.L. OPG. D.L. OPG. TMRECORD R A',Sd�nIPA1 WIDTH 4 SHALL M ENTIRE SYYSTE WIDTH SHeet 1 Of 12 SEE CHART Sealed 04-20-18 SEE CHART Ste`• SHEET 2 SHEET 2 Z m r N Q n Z W G y W CS'I x m 3 W / 01 g M m DD d 4 _1 CD J w Cie NW r S DD m I ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. SINGLE LTfES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. �- i` INSTRUCTIONS PRODUCT COMPLIES WITH REQUIREMENTS Of ANSI 297.1. I� USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON LAMINATED GLASS WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING LARGE MISSILE IMPACT = ^' APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY FL #27000 m g OF DESIRED GLASS SIZE. STEP 3 CHECK MULLION CAPACITY FOR A GDIEN SPACING AND A - RESPONSIBLE SELECTION,D HEIGHT USING CHARTS ON SHEETS 3 & 4 FOR SASEFOR DTHE It STALRUT10N OF TN15ON THIS JDUCT LY AA WINDOW WALL MULLION AND SHEETS 6 & 7 FOR PROVIDED HE/SFE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED �� � •' aGENBF '• � i ,Q 1 DOOR MULLION ON THIS DOCUMENT. ` I ' THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. B -THIS PRODUCT EVALUAVON COCUMENT WILL BE CONSIDERED INVALID IF 70592 STEP CHECK ANCHOR CAPACITY FOR WINDOW WALL SYSTEM 4 C -SITE ALTERED BY ANY UEANS .140' - SPECIFIC PROJECTS BE PREPARED A FLORIDA REGISTERED - �7 USING CHARTS ON SHEETS 5, 5.1 & 5.2(EOR.)o G ENGINEER OR ARCNTECT WtNCIi WILL BECAME THE ENGINEER OF RECORD . 10, u FOR DOOR MULLION ANCHOR CAPACITY SEE CHART FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER ON SHEET 7. _ USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED -1�•'. S , ••.• drawing n0. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. ENGINEER TO THE PEO ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE 6(� r SPECIFIC DRAWINGS FOR REVIEW. icr�9''•.....ID�• C? 18-46F THE RESULTINGM STEPS 2, 3 AND LTO SIGNATURE OF ��NN STEPS D- APPLVALUE TMRECORD R A',Sd�nIPA1 4 SHALL M ENTIRE SYYSTE E PROFESSIONAL ENGINEER OF THAT PREPARED SHeet 1 Of 12 Sealed 04-20-18 oemeo LP1-z V- 1 o 84' AUX. FRAME WIDTH (� yni I 78 1/2' MAX. I D.L. OPG. Z `a n !R O b 14 MAX. SPACING FOR 1/4� SHIMS JL rn e6 N WW 2 �y A 8- MAX. SPACING FOR 3/8' SHIMS a la: i p cS,l o 0 8 6 a� - — WA Cy A pdco� 04it v w W'A T Z 28s — Q La W = f I, .— SILICONE DOWSIL 983 - Z N n 0 1/4' HEAT STREN•D GLASS 1 0 O h 9 090' Interlayer Z F' v SentryGlas By 'Kumray America, Inc.' _ 1/4" HEAT STREN'D GLASS w � Ix y tE Z m B 00 s 'a7 0 �! z N z IA z i 2 C! � �� i 7 �_ c9 Z of vI _ U I y 0 J a ----------- I I Q'� W . y 2Eco2W J — j 10 I T GLASS TYPE 'B1' 'o `u 'u — ._ T IT I' c .a 0 -b .q :tl -' C 10 � c A`a.?��i� Q k.•' ,yG'cNSyc c . M o•.. No. 7W92 B g 14" MAX. SPACING 6• MAX y>' ;• {7 5�: �^�, S +� FOR 1/4- SHIMS 8' MAX. SPACING HEAD/SILL CORNERS MAXIMUM DESIGN LOAD RATING = t 70.0 PSF , %�•., s drawing no. FOR 3/8- SHIMS TYPICAL ELEVATION EL — 70.0, PSFf...:.?°p'•'' �' C� ; 18-46F SINGLE ( PANEL (FOR SINGLE UNITS SHOWN IN THIS SHEET OR SMALLER) FL #27000 11111W sheet 1.1 of 12 oemeo LP1-z V- 1 o GLASS IA CAP SF NOMINAL DIMS. GLASS TYPE 'A' SS TYPE '13' D.L.O. WIDTHI D.L.O. HE EXT.(+)/IM.(-) .(+)/INT.(-) 28' _- -- 130.0 32" 80.0 130.0 36' �°z'�y'•• F� 80.0 130.0 40'84-1/2" 80.0 130.0 44-1/4" 80.0 130.0 48' 80.0 130.0 52' 80.0 130.0 56-1/4• 80.0 130.0 28• 80.0 130.0 32" 80.0 130.0 36' 80.0 130.0 40' 90-1/2- 80.0 130.0 44-1/4" 80.0 130.0 48' 80-0 130.0 52- 80.0 130.0 28' 80.0 130.0 32' 80.0 130.0 36- 80.0 130.0 40' 96-1/2- 80.0 130.0 44-1/4" 80.0 130.0 48" 80.0 130.0 52' 80.0 127.2 28" 60.0 130.0 32' 80.0 130.0 36' 102-1/2" 80.0 130.0 40" fio.o 130.0 44-1/4- 80.0 130.0 80.0 128.9 _48` 28" -- - 80.0 130.0 32' 80.0 130.0 36' 108-1/2- 80.0 130.0 40' 80.0 130.0 44-1/4" 80.0 130.0 28" 80.0 130.0 32- 80.0 130.0 36' 80.0 130.0 40' 114-1/2" 80.0 130.0 44-1/4• 80.0 130.0 48-1/2- - 90.0 51-1/2" - 90.0 44-1/4• - 90.0 48- 120-1/2" - 90.0 50" - 90.0 44-1/4- - 90.0 126-1/2" 48' - 90.0 40 - 90.0 44-1/4' 132-1/2' - 90.0 46• - 90.0 40' 136-1/2' 90.0 44-1/4' - 90.0 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. D.L.O. WIDTH - D.L.O. WIDTH 'u u it C m U 0 �'•�}GE518g'•• J Ko. 70592 a S Ci �°z'�y'•• F� v v sheet 2 of 12 i !;ifs o d 61-7 3/� H. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). ALTERNATE BUTTON BUMPERBA• IN LIEU OF VINYL SPACER SILICONE DOWSIL 982 DOWSIL 795 1/4- HEAT STREWD GLASS 090- Intertoyer Trosifol PVB By 'kuraray America, Inc.' 1/4" HEAT STREN-D GLASS Z m � N I I u 'l 8r 10 8 GLASS TYPE 'A' SILICONE DOWSIL 983 DOWSIL 795 1/4" HEAT STREWD GLASS .090' Interlayer SentryGlas By 'Kuroroy America, Inc.' CWWW 1/4- HEAT STREWD GLASS Z_ m i NN io ] t2 .� J 10 .8 GLAZING OPTIONS GLASS U� M 1 Y � N � i Pati 10t,M M 0 0. m 0 Q N o. Q 02 - U � uj v Z N m 3 S r Z n � 3 3 e� o n 0 fq o N J a WK N W rn x�2 GLASS TYPE 'B' G .o 'u u it C m .2-6 m o c �'•�}GE518g'•• i n o Ko. 70592 a S �°z'�y'•• F� drawing no. 18-46F FL #27000 ��yr�dn(S4E 11 ` sheet 2 of 12 Sealed 04-20-18 MULLION LOAD CAPACITY - PSF MULLIONS WITHOUT INTERMEDIATE HORIZONTALS JAMB '12' JAMB '12' NOMINAL DIMS. MULL 'M4, JAMB 'll' JAMB '11' JAMB 'J3' JAMB 'J3' NOMINAL DIMS. MULL 'MI' MULL 'M2' MULL 'M3' MULL '94, 90.0 E1R. (+) EXT. (+) EXT. (+) EXT. (+) WITH (W) FRAME HOGIff IM. (-) INT. (-) INT. (-j INT. (-) 30' 130.0 130.0 130.0 130.0 36" 130.0 130.0 130.0 130.0 42'86-1/2' 130.0 130.0 130.0 130.0 18' 170.0 130.0 130.0 130.0 54' 130.0 130.0 130.0 130.0 60' 127.3 130.0 130.0 130.0 1. 130.0 130.0 130.0 130.0 36" 130.0 130.0 130.0 130.0 42" 9O" 130.0 130.0 130.0 130.0 48" 130.0 130.0 130.0 130.0 54" 122.9 130.0 1300 130.0 60' 114.9 130.0 130.0 130.0 30' 130.0 130.0 130.0 130.0 36" 130.0 130.0 130.0 130.0 42" 96' 121.1 130.0 130.0 130.0 48' 108.6 130.0 130.0 130.0 54' 99.4 130.0 125.6 130.0 60' 92.4 130.0 1 116.3 130.0 30'�---_- 130.0 130.0 130.0 130.0 36" 127.6 130.0 130.0 1.0 42' 98-1/2' 111.6 130.0 130.0 130300 48" 100.0 130.0 130.0 130.0 54" 91.4 130.0 118.6 130.0 58' 86.8 130.0 112.4 130.0 30' 130.0 130.0 130.0 130.0 36' 114.5 130.0 130.0 130.0 42' 102" 100.0 130.0 130.0 130.0 48" 89.5 130.0 120.9 130.0 54' 81.6 130.0 109.8 130.0 56' 79.4 127.7 106.7 130.0 30" 113.5 130.0 130.0 130.0 36" 95.9 130.0 130.0 130.0 42" 108' 83.6 130.0 120.3 130.0 48' 74.6 120.0 107.0 130.0 53' 68.8 110.7 98.4 130.0 30" 105.9 130.0 130.0 130.0 36" 69.4 130.0 130.0 130.0 42' 110-1/2" 77.8 125.2 114.7 130.0 48" 69.4 111.6 101.9 130.0 52' 64.9 104.5 95.1 130.0 30" 96.2 130.0 130.0 130.0 36" 81.2 130.0 123.8 130.0 42" 114' 70.6 113.6 107.4 130.0 48" 62.9 101.1 95.3 130.0 50" 60.8 97.7 92.0 130.0 30' 82.3 130.0 170.0 130.0 36" 120' 69.3 111.5 111.4 130.0 42" 60.2 96.9 96.5 130.0 48" 53.5 86.1 65.5 130.0 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. UNANCHORED IAMB OPTIONS MULL OPTIONS MULLION LOAD CAPACITY - PSF MUUJONS ■/O INTERMEDIATE HORIZONTALS JAMB '12' JAMB '13' NOMINAL DIMS. MULL 'M4, - EXT. (+) WIDTH (W) FRAME MCGHT INT. (-) 54" -- 120' 90.0 57" 90.0 30" -- 90.0 36' 90.0 42' 126' 90.0 46" 90.0 54' 30 90.0 36' 90.0 42' 132• 90.0 48" 90.0 52" 90.0 _ 30' 90.0 36' 90.0 42' 138' 90.0 48" 90.0 50" 86.9 30' 90.0 36' 144" 90.0 42" 89.4 48" 79.0 13 I 6 3JAMB U�4 'JI'JAMB 'J3' IIO,,Ix 04-4 Sx M'3 Ix II"4 SI IN3V6.6509 2.6421UMINUM 6.6509 2.6421 a 8EEL 2.7506 1.2225 OM -UM . d m z 29 14.6276 ylt (A i LL'A 12 73 73 jQz 5 3 5 - 3 5 3 5 3 _ U m 14 i � 471 0 � 1 I C3 yt MULLION 'M1' MULLION 'M2' MULLION 'M3' MULLION 774' 3: II W4 SI If3 Ix 9i4 SI IN -3 Ix W"4 SI IN -3 II 04-4 S. W-3 W '-a6.7195 K 2.6757 10.8072 3.7590 ALUMINUM 6.7195 2.6757 STEEL 2.7506 1.2225 ALUMINUM 6.7195 2.6757 STEEL 3.7533 1.668 � O In M0* TOTAL 14,6962 bA1UY+d m %29 TOTAL 17.6047 dMAN. d SILx 24 p � ) m W 1 0 G 3 Y Z 'n ti O O J UNANCHORED - - wN 0 N 00 M k' IAMB OPTIONS MULL OPTIONS 2 � , a< C 0 W1 W2 W3 `u w WIDTH (W) wt AT FRAME JAMB WIDTH(w) s W2 + w3 a,.Y. AT FRAME MULLION 2 MULLIONS �a 1 m_ d Y 9 � drawing no. "`' 18-46F FL #27000 i,l,�.l sheet 3 of 12 Sealed 04-20-18 sealeu u4-ZU-its MULLION LOAD CAPACITY - PSP 12 13 U 0 1, 3 MULLIONS WITH INTERMEDIATE HORIZONTALS UNANCHORED _ Ay W J r JAMB 'J2' JAMB 'Jt' JAMB 'JI' JAMB 73' JAMB '13' JAMB OPTIONS -_ 6 3 6 • 3 6 3 I Z NOMINAL DIMS. MULL 'MI' MULL 'M2' MULL '93' MULL 'M4, MULL OPTIONS __-.. 1 _ 1 q pa i O g I]R. (+) I9Q. (+) Effi. (+) OCT. (+) MM (W) FR" NOONT IM. (-) INT. (-) WT. (_) INT. (-) _ � Q � � v 0 L b 30' 130.0 130.0 130.0 130.0 35' 130.0 130.0 130.0 130.0 _-- _ _ O Ed N 42' 78• 130.0 130.0 130.0 130.0 �^ I I •- _ lV % LL 48' 130.0 130.0 130.0 130.0 JAMB 'JI' JAMB 'J2' JAMB 73' I� O 1.. N 54" 130.0 130.0 130.0 130.0 O n P) 60' 130.0 130.0 130.0 130.0IY W-4 SI IN -3 6.6509 2.6421 Ix W"4 $Z W"'3 10.6486 4.4452 li N-1 $Z IN�3 ALUM6.6509 2.6421 4y Q M V 10'.INUM 0 30 130.0 130.0 130.0 130.0 36' 730.0 130.0 130.0 130.0 STEEL 2.7506 1.2225 TOTAL p g a G ;re 42• 130.0 130.0 130.0 130.0 k ALUM + k SIL x 2.9 14.6276 Z O j 48' 86-1/2• 130.0 130.0 130.0 130.0 12 13 13 LLZIO W 54' 118.9 130.0 130.0 130.0 ' 60' 107.0 130.0 124.5 130.0 -. 5 3 5 3 5 3 5 '�' 3 30' 130.0130 .0 130.0 130.0 36' 130.0 130.0 130.0 130.0 ` 42'90' 130.0 130.0 130.0 130.0 Z 48' 119.2 130.0 130.0 130.0 14 - d _ 54' 105.9 130.0 128.1 130.0 _ o 80' 95.3 130.0 115.3 130.0 -Y'i - � Z 30' -._- 130.0 130.0 130.0 130.0 36" 130.0 130.0 130.0 130.0 MULLION 'M1' MULLION 'M2' MULLION 'M3' MULLION 'M4' � 42' 112.2 130.0 11100130-0 3 48' 96" 98.2 130.0 126.1 130.0 ix W"4 SX N-3 IY W^4 S. iN'] Ix IN -4 S. W'7 Ix 9Y'4 St W-•] w(a M- 54' 87.3 130.0 112.6 130.0 6.7195 2.6757 10.8072 3.7590 ALUMINUM 6.7195 2.6757 ALUMINUM 6.7195 2.6757 QV:' 10 STEEL 2.7506 1.2225 STEEL 3.7533 1.668 �_ O Ln r7 ry 60' 78.5 122.1 101.4 130.0 TOTAL 14,6962 k ALLY + k SR x 2.9 T�'M' 17.6047 h AllAl + k 5R % 2.9 00 M a0 0 00 J N _ 30' 130.0 130.0 130.0 130.0 36' 121.2 130.0 130.0 130.0 3 Y � 42'98-1/2' 103.9 MOO 130.0 130.0 � Z > h 48• 90.9 130.0 120.3 130.0 MULLION LOAD CAPACITY - PSF INTERMFDIATE HORIZONTALS w 54' 80.6 128.9 107.0 130.0 ±U1LON5 WITH INTERIRDUTE HORIZONT N 58• 75.2 120.0 99.6 130.0 JAMB '32' JAMB 'J3' UNANCHORED JAMB OPTIONS - -'--"'-=-•-- -.-_. .. .. 30' 130.0 130.0 130.0 130.0 36' 109.1 130.0 130.0 130.0 NOMINAL DIMS. MULL 'M4' MULL OPTIONS I _s: 42' 93.6 130.0 128.3 130.0 IXf. (+) 102' N10TH (W) FRAME IIEIOIII INT. (-) 48' 54' 81.9 72.8 130.0 117.0 112.2 99.5 130.0 130.0 54'90.0 120' _ 56' 70.2 112.8 96.2 130.0 57' M. 90.0 90.0 _ r. 30' 110.3 130.0 130.0 130.0 36' 91.9 130.0 130.0 130.0 36' 90.0 ! `o 42" 108' 75.8 126.8 114.4 130.0 42' 126' 90.0 48' 69.0 110.9 100.1 130.0 48' 90.0 Wt W2 _ W3 53• 52.5 100.4 90.7 130.0 54' 30• 36' 90.0 90.0 90.0 WIDTH (W) s AT FRAME JAMB W1 MULLIONS •f'• .. _. _ . o r 30" 36' 103.0 85.8 130.0 130.0 130.0 127.5 130.0 130.0 42' 110-1/:2- / 73.6 115.3 109.3 130.0 42' 132' 90.0 WIDTH (W) _ W2 + W3 � 0. .. . 48' 81.4 103.6 96.6 130.0 48' 90.0 AT FRAME MULLION 2 !l7J7/' 52' $9.4 95.6 88.3 130.0 52' 30' 90.0 90.0 \\\111111 �,• 1yGEN�r m n 30' 93.8 130.0 130A 130.0 36' 78.2 125.7 119.8 130.0 36' 90.0 L I 42' 114' 67.0 107.8 102.7 130.0 42' 138' 90.0 @JO. 70c}i2 48' 58.6 94.3 89.8 130.0 48' 86.6 L o SqW 56.3 90.5 86.2 130.0 _50• ,.___ __ 30' 83.1_ 90.0 1\I� _ ::`u' ���••' A ..F i drawing no. 30' -"� 80.4 129.4 129.7 130.0 38' 120 67.0 107.5 108.1 130.0 36' 144' 90.0 NOTE: ya � R1o►;.•-\� ''�r��1�\ 18-46F 42' 57.5 92.4 92.7 1 30.D 4z' 67'1 76.2 INTERPOLATION BETWEEN WIDTHS ALLOWED. FL #'27000 /rlil1 48' 50.3 80.9 81.1 130.0 48' sheet 4 of 12 sealeu u4-ZU-its MR. GLASS DOOR h TRANSOM INTERMEDIATE MR. GLASS SEE SEPARATE APPROVAL m /p HORIZONTALS -- - I OPTIONAL I I, m1 ALL FIXED LITE$ SEE SEPARATE APPROVAL II I 0 OR 0 �. O D OR H E�~� 'i' __ -- 'i. S •� '/ 'i 'I _ S ' .i I �I i p i I. _ _ i w '%. q i,` __= O U 9 Y� V0 IL Otog F yq 11 y 11 Y I \ I W 2 LL L==_ I -tea 16_.=�=__ it iL Z y - O wl w2 W1 W2 wl W2 WI w2 WIDTH (W) - W1 + W2 WIDTH (w) - W1 + W2 WIDTH (W) - WI + W2 WIDTH (W) - W1 + w2 _3 Z "a 2 2 2 4 2 I �n 3 �^ C n � Z � 3 I11 iiir iilii En 0 ON.- v 3• j � M '° 4"-�,.}._ p•� TIP. p•J TYP. p• TYP. aD 1 o FFF--- 3 LL Y z�� !�w J II'Il TI -I I I I I I i I I 11IIII I -1-I-1-1— "mcomW TYP. NP. TVP. A2. 82, C2, D2 A3, B3, C3, D3 A4, B4, C4, D4 A5, B5, C5 ANCHORS TYPES; SEE SHEET 8 FOR DESCRIPTION A2 = (2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B2 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C2 = (2) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D2 (2) ANCHORS TYPE 'D' .AT EACH SIDE OF JAMB AND MULLION A3 = (3)ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B3 (3) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D3 = (3) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A4 - (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B4 = (4) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D4 - (4) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A5 - (5) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION 65 = (5) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. 'c 0 SEE SHEETS 5, 5.1, 5.2 & 7 FOR ANCHOR CAPACITY CHART. iN SEE SHEET S FOR ANCHOR DESCRIPTION. l ANCHORS c c °a m'i r to c a I O 1 S a � .- drawing no. X01 1-'. ,' 18-46F FL #27000 '``' „I;,,s '' sheet 5 0112 NOMINAL DIMS. WIDTH (W) FRAME HEIGI 30" 36" 42' 86-1/2" 48' 54' 60' W. 36' 42' 90' 48" 54" 60 -W. 36' 42' 96' 48' 54' 30' 36" 42" 4B' 54" 30' 36' 42' 102' 48' 54" 60" 30" -- 36' 42" 108' 48' 54' 30' 36' 42' 48" 54' 60" 30' 36' 42' 48' 54' 60" 110-1/2' 114" 61.3 51.1 43.8 38.3 34.0 30.6 58.9 49.1 42.1 36.8 32.7 29.4 55.2 46.0 39.4 34.5 30.7 27.6 53.8 44.8 38.4 33.6 29.9 26.9 52.0 43.3 37.1 32.5 28.9 26.0 49.1 40.9 35.0 30.7 27.3 24.5 48.0 40.0 34.3 30.0 26.6 24.0 46.5 38.7 33.2 29.1 25.8 23.2 I" SHIN SPACE I A3 A4 A5 A2 91.9 122.2 130.0 47.9 76.6 101.8 127.6 40.0 65.6 87.3 109.4 34.2 57.4 76.4 95.7 30.0 51.1 67.9 85.1 I 26.6 88 73 63 55 49 44 82 69 59 51 46 41 80 67 57 50 44 w n 64 55 48 43 39 73 61 52 46 40 36 71 59 51 45 40 36 69 58 43 36 3 1 A 61.1 76.6 74.0 .3 117.4 130.0 46.1 .6 97.9 122.7 38.4 .1 83.9 105.1 32.9 .2 73.4 92.0 28.8 .1 65.2 81.8 25.6 _2 58.7 73.6 23.0 .8 110.1 130.0 43.2 .0 91.8 115.0 36.0 .1 78.6 98.6 30.9 .8 68.8 86.3 27.0 .0 61.2 76.7 24.0 .4 55.1 69.0 21.6 7 1073 130.0 42.1 .2 89.4 112.1 35.1 .6 76.6 96.1 30.1 .4 67.1 84.1 26.3 .8 59.5 74.7 23.4 .3 53.7 67.2 21.1 .9 103.6 129.9 40.7 .9 86.4 106.2 33.9 .7 74.0 92.8 29.0 .7 64.8 81.2 25.4 .3 57.6 72.2 22.6 .0 51.8 64.9 20.3 .6 97.9 122.7 38.4 .3 81.6 102.2 32.0 .6 69.9 87.6 27.4 .0 61.2 76.7 24.0 .9 54.4 68.1 21.3 .8 48.9 61.3 - .9 95.7 119.9 37.5 .9 79.7 99.9 31.3 .4 68.3 85.6 26.8 .0 59.8 74.9 23.5 .0 53.1 66.6 20.9 .0 47.8 59.9 - .7 92.7 116.2 36.4 .1 77.3 96.8 30.3 9.8 66.2 83.0 26.0 .6 57.9 72.6 22.7 .7 51.5 64.6.. 20.2 .9 46.4 55.1 - SHOT SPACI A3 A4 71.9 95.9 59.9 79.9 51.4 68.5 44.9 59.9 40.0 53.3 36.0 47.9 69.1 92.2 57.6 76.8 49.4 65.8 43.2 57.6 38.4 51.2 34.6 46.1 64.8 86.4 54.0 72.0 46.3 61.7 40.5 54.0 36.0 48.0 32.4 43.2 612 84.2 52.6 70.2 45.1 60.1 39.5 52.6 35.1 46.8 31.6 42.1 61.0 813 50.8 67.8 43.6 58.1 38.1 50.8 33.9 452 30.5 407 57.6 76.8 48.0 64.0 41.1 54.9 36.0 48.0 32.0 42.7 28.8 38.4 56.3 75.1 46.9 62.6 40.2 53.6 35.2 46.9 31.3 41.7 28.1 37.5 54.6 72.6 45.5 80.6 39.0 52.0 34.1 45.5 30.3 40.4 27.3 36.4 A5 119.9 99.9 85.6 74.9 66.6 59.9 115.2 96.0 82.3 72.0 64.0 57.6 108.0 90.0 77.1 67.5 60.0 54.0 105.3 87.7 75.2 65.8 58.5 101.6 84.7 72.6 63.5 56.5 50.8 96.0 80.0 68.6 60.0 53.3 48.0 93.8 78.2 67.0 58.6 52.1 46.9 90.9 75.8 65.0 56.8 50.5 45.5 ANCHOR LOAD CAPACITY - PSF EXT.(+) & INT.(-) ANCHORS TYPE 'C' 3/8" SHIM SPACE ANCHORS TYPE 'D' 1/2- SHIM SPACE 3/8" SHIM SPACE C5 B2 B3 B4 B5 B2 B3 134 85 C2 C3 C4 C5C2 130.0 67.9 101.9 130.0 130.0 53.3 79.9 106.5 130.0 115.9 130.0 130.0 130.0 91.4 56.6 84.9 113.2 130.0 44.4 66.6 88.8 111.0 96.6 130.0 130.0 130.0 76.2 48.5 72.8 97.0 121.3 38.1 57.1 76.1 95.1 82.8 123.7 130.0 130.0 653 42.5 63.7 84.9 106.1 33.3 49.9 66.6 83.2 72.4 108.2 130.0 130.0 57.2 37.7 56.6 75.5 94.3 29.5 44.4 59.2 74.0 64.4 96.2 128.7 130.0 50.8 34.0 50.9 67.9 84.9 26.6 40.0 53.3 66.6 57.9 86.6 115.9 130.0 45.7 65.3 97.9 130.0 130.0 51.2 76.8 102.4 128.0 111.4 130.0 130.0 130.0 87.9 54.4 81.6 108.8 130.0 42.7 64.0 85.3 106.7 92.8 130.0 130.0 130.0 73.2 46.6 69.9 93.3 116.6 36.6 54.9 73.1 91.4 79.5 118.9 130.0 130.0 62.8 40.8 61.2 81.6 102.0 32.0 48.0 64.0 80.0 69.6 104.0 130.0 130.0 54.9 36.3 54.4 72.5 90.7 28.4 42.7 56.9 71.1 61.9 92.4 123.7 130.0 48.8 32.6 49.0 65.3 81.6 25.6 38.4 51.2 84.0 55.7 83.2 111.4 130.0 43.9 61.2 91.8 122.4 130.0 48.0 72.0 96.0 120.0 104.4 130.0 130.0 130.0 82.4 51.0 76.5 102.0 127.5 40.0 60.0 80.0 100.0 87.0 130.0 130.0 130.0 66.7 43.7 65.6 87.4 109.3 34.3 51.4 68.6 85.7 74.6 111.4 130.0 130.0 58.9 38.3 57.4 76.5 95.6 30.0 45.0 60.0 75.0 65.3 97.5 130.0 130.0 51.5 34.0 51.0 68.0 85.0 26.7 40.0 53.3 66.7 58.0 86.7 116.0 130.0 45.8 30.6 45.9 612 76.5 1 24.0_ 36.0 48.0 60.0 52.2 78.0 104.4 130.0 41.2 59.6 89.5 119.3 130.0 46.8 70.2 93.6 117.0 101.8 130.0 130.0 130.0 80.3 49.7 74.6 99.4 124.3 39.0 58.5 78.0 97.5 84.8 126.7 130.0 130.0 66.9 42.6 63.9 85.2 106.5 33.4 50.1 66.8 83.5 72.7 108.6 130.0 130.0 57.4 37.3 55.9 74.6 93.2 29.2 43.9 58.5 73.1 63.6 95.0 127.2 130.0 50.2 33.1 49.7 66.3 82.8 28.0 39.0 52.0 65.0 56.5 84.5 113.1 130.0 44.6 29.8 44.7 59.6 74.6 23.4 35.1 46.8 58.5 50.9 76.0 101.8 127.2 40.2 57.6 86.4 115.2 130.0 45.2 67.8 90.4 112.9 98.3 130.0 130.0 130.0 77.6 48.0 72.0 96.0 120.0 37.6 56.5 75.3 94.1 81.9 122.4 130.0 130.0 64.6 41.1 61.7 82.3 102.9 i 32.3 46.4 64.5 80.7 70.2 104.9 130.0 130.0 55.4 36.0 54.0 72.0 90.0 128.2 42.4 56.5 70.6 61.4 91.8 122.8 130.0 48.5 32.0 48.0 64.0 80.0 25.1 37.6 50.2 62.7 54.6 81.6 109.2 130.0 43.1 28.8 43.2 57.6 72.0 22.6 33.9 45.2 56.5 49.1 73.4 98.3 122.8 38.8 54.4 81.6 108.8 130.0 42.7 64.0 85.3 106.7 92.8 130.0 130.0 130.0 73.2 45.3 68.0 90.7 113.3 35.6 53.3 71.1 88.9 77.3 115.6 130.0 130.0 61.0 38.9 58.3 77.7 97.1 30.5 45.7 61.0 762 66.3 99.0 1.30.0 130.0 52.3 34.0 51.0 68.0 85.0 26.7 40.0 53.3 66.7 58.0 86.7 116.0 130.0 45.8 30.2 45.3 60.4 75.6 23.7 35.6 47.4 59.3 51.6 77.0 103.1 128.9 40.7 27.2 40.8 54.4 68.0 21.3 32.0 42.7 53.3 46.4 69.3 92.8 116.0 36.6 53.2 79.8 106.3 130.0 41.7 62.6 83.4 104.3 90.7 130.0 130.0 130.0 71.6 44.3 66.5 88.6 110.8 34.6 52.1 69.5 86.9 75.6 112.9 130.0 130.0 59.7 38.0 57.0 76.0 94.9 29.8 44.7 59.6 74.5 64.8 96.8 129.6 130.0 51.1 33.2 49.8 66.5 83.1 26.1 39.1 52.1 65.2 56.7 84.7 113.4 130.0 44.7 29.5 44.3 59.1 73.8 23.2 34.8 46.3 57.9 50.4 75.3 100.8 126.0 39.8 26.6 39.9 53.2 66.5 20.9 31.3 41.7 52.1 45.4 67.8 90.7 113.4 35.8 51.5 77.3 103.1 128.8 40.4 60.6 80.8 101.1 87.9 130.0 130.0 130.0 69.4 42.9 64.4 85.9 107.4 33.7 50.5 67.4 64.2 73.3 109.5 130.0 130.0 57.8 36.8 55.2 73.6 92.0 28.9 43.3 57.7 72.2 62.8 93.8 125.6 130.0 49.6 32.2 48.3 64.4 80.5 25.3 37.9 50.5 63.2 54.9 52.1 109.9 130.0 43.4 28.6 42.9 57.3 71.6 22.5 33.7 44.9 56.1 48.8 73.0 97.7 122.1 38.5 25.8 38.7 51.5 64.4 20.2 30.3 40.4 50.5 44.0 65.7 87.9 109.9 34.7 MAX. SHIM /2" SHIM SPACE ANCHORS TYPE 'D' C3 C4 C5 D3 D4 130.0130.0 130.0 130.0 130.0 130.0 114.3 130.0 130.0 130.0 130.0 130.0 98.0 130.0 130.0 124.0 130.0 130.0 85.7 114.3 130.0 108.5 130.0 130.0 76.2 101.6 127.0 96.4 130.0 130.0 68.6 91.4 114.3 86.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 109.9 130.0 130.0 130.0 130.0 130.0 942 125.6 130.0 119.2 130.0 130.0 82.4 109.9 130.0 104.3 130.0 130.0 73.2 97.7 122.1 92.7 130.0 130.0 65.9 87.9 109.9 83.4 125.1 130.0 123.6 130.0 130.0 130.0 130.0 130.0 103.0 130.0 130.0 130.0 130.0 130.0 88.3 117.7 130.0 111.7 130.0 130.0 77.3 103.0 128.8 97.8 130.0 130.0 68.7 91.6 114.4 86.9 130.0 130.0 61.8 82.4_103.0 78.2 117.3 130.0 120.5 130.0 130.0 130.0 130.0 130.0 100.4 130.0 130.0 127.0 130.0 130.0 86.0 114.7 130.0 108.9 130.0 130.0 75.3 100.4 125.5 95.3 130.0 130.0 86.9 89.2 111.5 84.7 127.0 130.0 60.2 80.3 100.4 76.2 114.3 130.0 116.3 130.0 130.0 130.0 130.0 130.0 96.9 129.3 130.0 122.7 130.0 130.0 83.1 110.6 130.0 105.1 130.0 130.0 72.7 96.9 121.2 92.0 130.0 130.0 64.6 86.2 107.7 81.8 122.7 130.0 58.2 77.6 96.9 73.6 110.4 130.0 109.9 130.0 130.0 130.0 130.0 130.0 91.8 122.1 130.0 115.9 130.0 130.0 78.5 104.6 130.0 99.3 130.0 130.0 68.7 91.6 114.4 86.9 130.0 130.0 61.0 81.4 101.7 77.2 115.9 130.0 54.9 73.2 91.6 69.5 104.3 130.0 107.4 130.0 130.0 130.0 130.0 130.0 89.5 119.3 130.0 113.2 130.0 130.0 76.7 102.3 127.8 97.1 130.0 130.0 67.1 89.5 111.9 84.9 127.4 130.0 59.7 79.5 99.4 75.5 113.2 130.0 53.7 71.6 89.5 67.9 101.9 130.0 104.1 130.0 130.0 130.0 130.0 130.0 86.7 115.6 130.0 109.8 130.0 130.0 74.3 99.1 123.9 94.1 130.0 130.0 65.1 86.7 108.4 82.1 123.5 130.0 57.8 77.1 96.4 73.2 109.8 130.0 52.0 69.4 86.7 65.9 96.8 130.0 SEE SHEETS 5 AND 8 FOR ANCHOR DESCRIP' ANCHORS `1111111111///77/ ��•�13C�'6'6' •• � -.7 2 m4mU a I O F q CD IL W f 2 N OdWR``r m. m C 9 O t I m () 2 - � g Log .1 m Jo�s�� Q iCc,z 0 Q '•. 4fAD2�07�r`�'� drawing no. '��y••. R10P.•••'a``• 18-46F FL #27000 �7 11111111t0%O11 sneet5.1of12 Sealed 04-20-18 INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. j I-1 _I I _I_I1__I. 4' I •- TYP 4" TIP 1 1 I I I I �-I - TYP III�I�5IIFF II1I1''IIIIi�f TYP TW. A4, R4, C4 A5, 85, C5 11111.1 I1 IIII- F TYP AB• 86, CB No. 70-142 ANCHOR LOAD CAPACITY - PSF " ®'•, S drawing no. ;,��r '''• 1°"' -tea X77 18-46F FL #27000 1�`�� 1IA1lilt sheet 5.2oft2 EXT.(+) & INT,(-) ANCHORS TYPE 'A' ANCHORS TYPE '8' ANCHORS TYPE 'C' 1/4' MAX. SHIM NOMINAL DIMS. 3/8' SHiM SPACE 1/2' SHIM SPACE 3/8' SHIM SPACE _ 1/2' SHIM SPACE 3/6' SHIM SPACE 1/2' SHIM SPACE ANCHORS TYPE 'D' WIDTH (W) FRAME HEIGHT A2 A3 A4 AS A2 A3 A4 A5 82 B3 B5 132 B3 B4 B5 C2 C3 C4 C5 C2 C3 C4 C5 D2 D3 D4 30' 44.2 66.2 88.1 110.434.6 51.8 69.1 86.4 49.0 73.4 _84 97.9 122.4 38.4 57.6 76.8 96.0 83.5 124.8 130.0 130.0 65.9 98.9 130.0 130.0 125.1 130.0 130.0 36' 36.8 55.2 73.4 92.0 28.8 43.2 57.6 72.0 40.8 61.2 8t.6 102.0 32.0 48.0 64.0 80.0 69.6 104.0 130.0 130.0 54.9 82.4 109.9 130.0 104.3 130.0 130.0 42' 120' 31.5 47.3 62.9 78.9 24.7 37.0 49.4 61.7 35.0 52.5 69.9 87.4 27.4 41.1 54.9 68.6 59.7 89.1 119.3 130.0 47.1 70.6 94.2 117.7 69.4 130.0 130.0 48' 27.6 41.4 55.1 69.0 21.6 32.4 43.2 54.0 30.6 45.9 61.2 76.5 24.0 36.0 48.0 60.0 52.2 78.0 104.4 130.0 41.2 61.8 82.4 103.0 78.2 117.3 130.0 54' 24.5 36.8 48.9 61.3 - 26.8 38.4 48.0 27.2 40.8 54.4 68.0 21.3 32.0 42.7 53.3 46.4 69.3 90.0 90.0 36.6 54.9 73.2 90.0 69.5 90.0 90.0 30' 42.1 63.1 63.9 90.0 32.9 49.4 65.8 82.3 46.6 69.9 90.0 90.0 36.6 54.9 73.1 90.0 79.5 90.0 90.0 90.0 62.8 90.0 90.0 90.0 90.0 90.0 90.0 36' 35.0 52.6 69.9 87.6 27.4 41.1 54.9 68.6 38.9 58.3 77.7 90.0 30.5 45.7 61.0 76.2 66.3 90.0 90.0 90.0 52.3 78.5 90.0 90.0 90.0 90.0 90.0 42' 126' 30.0 45.1 59.9 75.1 23.5 35.3 47.0 58.8 33.3 50.0 66.6 83.3 26.1 39.2 52.2 65.3 56.8 84.9 90.0 90.0 44.8 67.3 89.7 90.0 85.1 90.0 90.0 48' 26.3 39.4 52.4 65.7 20.6 30.9 41.1 51.4 29.1 43.7 58.3 72.9 22.9 34.3 45.7 57.1 49.7 74.3 90.0 90.0 39.2 58.9 78.5 90.0 74.5 90.0 90.0 54• 23.4 35.0 46.6 58.4 - 27.4 36.6 45.7 25.9 38.9 51.8 64.8 20.3 30.5 40.6 50.8 44.2 66.0 88.4 90.0 34.9 52.3 69.8 87.2 66.2 90.0 90.0 30' 40.1 60.2 80.1 90.0 31.4 47.1 62.8 78.5 44.5 66.8 89.0 90.0 34.9 52.4 69.8 87.3 75.9 90.0 90.0 90.0 59.9 89.9 90.0 90.0 90.0 90.0 90.0 36' 33.5 50.2 66.7 83.6 26.2 39.3 52.4 65.5 37.1 55.6 74.2 90.0 29.1 43.6 58.2 72.7 63.3 90.0 90.0 90.0 49.9 74,9 90.0 90.0 90.0 90.0 90.0 42' 132' 28.7 43.0 57.2 71.7 22.4 33.7 44.9 56.1 31.6 47.7 63.6 79.5 24.9 37.4 49.9 62.3 54.2 81.0 90.0 90.0 42.8 64.2 85.6 90.0 81.2 90.0 90.0 48' 25.1 37.6 50.0 62.7 - 29.5 39.3 49.1 27.8 41.7 55.6 69.5 21.8 32.7 43.6 54.5 47.5 70.9 90.0 90.0 37.5 56.2 74.9 90.0 71.1 90.0 90.0 30' 38.4 57.6 76.6 90.0 30.1 45.1 60.1 75.1 42.6 63.9 65.1 90.0 33.4 50.1 66.8 83.5 72.6 90.0 90.0 90.0 57.3 86.0 90.0 90.0 90.0 90.0 90.0 36' 32.0 48.0 63.8 80.0 25.0 37.6 50.1 62.6 35.5 53.2 71.0 88.7 27.8 41.7 55.7 69.6 60.5 90.0 90.0 90.0 47.8 71.7 90.0 90.0 90.0 90.0 90.0 42' 138, 27.4 41.1 54.7 68.6 21.5 32.2 42.9 53.7 30.4 45.6 60.8 76.0 23.9 35.8 47.7 59.6 51.9 77.5 90.0 90.0 40.9 61.4 81.9 90.0 77.7 90.0 90.0 48' 24.0 36.0 47.9 60.0 - 28.2 37.6 47.0 26.6 39.9 53.2_66.5 20.9 31.3 41.7 52.2 45.4 67.8 90.0 90.0 35.8 53.7 71.7 89.6 68.0 90.0 90.0 30' 36.8 55.2 73.4 90.0 28.8 43.2 57.6 72.0 40.8 61.2 81.6 90.0 32.0 48.0 64.0 80.0 69.6 90.0 90.0 90.0 54.9 82.4 90.0 90.0 90.0 90.0 90.0 36' 30.7 46.0 61.2 76.7 24.0 36.0 48.0 60.0 34.0 51.0 68.0 85.0 26.7 40.0 53.3 66.7 58.0 86.7 90.0 90.0 45.8 68.7 90.0 90.0 86.9 90.0 90.0 42' 144, 26.3 39.4 52.4 65.7 20.6 30.9 41.1 51.4 29.1 43.7 58.3 72.9 22.9 34.3 45.7 57.1 49.7 74.3 90.0 90.0 39.2 58.9 78.5 90.0 74.5 90.0 90.0 48' 23.0 34.5 45.9 57.5 - 27.0 36.0 45.0 25.5 38.3 51.0 83.8 20.0 30.0 40.0 50.0 43.5 65.0 87.0 90.0 1 34.3 51.5 68.7 85.8 1 65.2 90.0 90.0 INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. j I-1 _I I _I_I1__I. 4' I •- TYP 4" TIP 1 1 I I I I �-I - TYP III�I�5IIFF II1I1''IIIIi�f TYP TW. A4, R4, C4 A5, 85, C5 11111.1 I1 IIII- F TYP AB• 86, CB ANCHORS. TYPES: SEE SHEET 8 FOR DESCRIPTION A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLIONB4 = (4) ANCHORS TWE 'B' AT EACH SIDE OF JAMB AND MULLION C4 = (4) ANCHORS TWE 'C' AT EACH SIDE OF JAMB AND MULLION D4 (4) ANCHORS TWE '0' AT EACH SIDE OF JAMB AND MULLION A5 (5) ANCHORS TWE 'A' AT EACH SIDE OF JAMB AND MULLION B5 = (5) ANCHORS TWE 'B' AT EACH SIDE OF JAMB AND MULLION W C5 = (5) ANCHORS TE 'C' AT EACH SIDE OF JAMB AND MULLION AB - (6) ANCHORS TWE 'A' AT EACH SIDE OF JAMB AND MULLION B6 - (6) ANCHORS TWE 'B' AT EACH SIDE OF JAMB AND MULLION CB = (6) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION A7 = (7) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B7 = (7) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. 111(111 4 I`� T'P 111111I- IIlIi1i LP"� I_, TYP A7. B7 `tl ro f 1 Z n j 0 a� W h ¢ O Q IL Q N p n CS8Nvpgq 0 0 � a ag�LL0 .1001 J Q gmmz g Z m m 3 4 3 y'i w o 5 0 m Mo -.I n Z } pnp L1 C, 4i r�1 vw� g m m 0 `u �N D I :v ANCHORS m o n c ``1111111171II7 CEN3 0 0 No. 70-142 " ®'•, S drawing no. ;,��r '''• 1°"' -tea X77 18-46F FL #27000 1�`�� 1IA1lilt sheet 5.2oft2 aeateu u f-cv- I o DOOR MULLION LOAD CAPACITY-PSF MR. CLASS 45 1/?- MAX. DOOR DOOR WIDTH JAMB 'JD2' 6 87 1/2- MAX. r- JAMB 'JDI' JAMB 'JDI' JAMB 'JD3' JAMB 'JDS' SIDELITE FRAME MULL 'MDI'MULL 'MD2'MULL 'MD3'MUIL 'MD4' WIDTH HEIGHT EXT. (+) EXT. (+) ExT. (+) EXT. (+) INCHES INCHES INT. (-) HJT. (-) INT. (-) INT. (-) 32 120.0 120.0 120.0 120.0 36 o 120.0 120.0 120.0 120.0 42 86-1/2 120.0 120.0 120.0 120.0 48 Ko.70592 _ - 120.0 120.0 120.0 tzo.o 54 II 1 4 120.0 120.0 120.0 120.0 60 6.7195 2.6757 10.8072 4.4788 120.0 120.0 120.0 120.0 32 W 112.6 120.0 120.0 120.0 36 E 107.1 120.0 120.0 120.0 42 9B-1/2 99.7 120.0 120.0 120.0 48 93.3 120.0 120.0 120.0 54 114 87.7 120.0 116.1_ 120.0 32 79.8 120.0 118.5 120.0 36 110-1/2 75.8 120.0 112.6 120.0 42 0 70.6 113.6 104.9 720.0 48 120 66.1 106.3 98.2 120.0 JAMB 'JDI' JAMB 'JD2' JAMB 'JD3' IX W'4 Sx IN -3 IX IN -4 Sx W'3 Ix N'4 SX IN -3 6.570 2.7226 10.6577 3.8057 ALUMTNIJM 6.570 2.7226 STEEL 2.7506 1.2224 TOTAL 14.5467 4 AWM + 4 SR X 2.9 DOOR MULLION LOAD CAPACITY-PSF MR. CLASS 45 1/?- MAX. DOOR DOOR WIDTH 13 6 87 1/2- MAX. r- JAMB 'JDI' 6 DOOR DOOR WIDTH 6 FRAME 3A MULL 'MDP DOOR WIDTH MULL 'MD4' WIDTH SEPARATE APPROVAL EXT (+) EXT. {+) EXT. (+) M. (+) INCHES INCITES INT. (-) INT. (-) INT. (-) INT. (-) 32 90.0 90.0 T- 90.0 36 o 90.0 .. D OR I i / it i 90.0 .. 0 OR 90.0 uIu 90.0 90.0 48 Ko.70592 _ - I i 90.0 90.0 1 II 1 4 .. j, i S D' OR` III /, n / I 11 / 6.7195 2.6757 10.8072 4.4788 �� D' OR/• q / II 1 'I II W U-' - E 1 - 11!x. �2 U~C �� E 70.6 90.0 90.0 90.0 48 1h �'•.' FL #27000 86.1 90.0 90.0 90.0 32 72.6 90.0 90.0 90.0 36 114 69.1 90.0 90.0 90.0 ,�1�;I+11. 64.3 aa4j 90.0 90.0 48 60.2 1 90.0 ?1l` 90.0 32 0 62.3 90.0 u � ;; 36 120 59.2 � y �I I � ii : i o •% \ II 89.1 o 48 . j \ / I 83.4 90.0 4 43 3/4- E G. SIDELITE WIDTH MAX. INTERMEDIATE SIDELITE WIDTH 85 3/4- MAX. SEE CHART CL TO CL DIM. HORIZONTALS OPTIONAL SEE CHART CL TO CL DIM. JAMB 'JDI' JAMB 'JD2' JAMB 'JD3' IX W'4 Sx IN -3 IX IN -4 Sx W'3 Ix N'4 SX IN -3 6.570 2.7226 10.6577 3.8057 ALUMTNIJM 6.570 2.7226 STEEL 2.7506 1.2224 TOTAL 14.5467 4 AWM + 4 SR X 2.9 DOOR MULLION LOAD CAPACITY-PSF 45 1/2- MAX. 12 DOOR DOOR WIDTH 13 6 3A r- JAMB 'JDI' 6 - __ Y 3A JAMB 'JD3' 6 FRAME 3A MULL 'MDP MULL 'MD3, JAMB 'JDI' JAMB 'JD2' JAMB 'JD3' IX W'4 Sx IN -3 IX IN -4 Sx W'3 Ix N'4 SX IN -3 6.570 2.7226 10.6577 3.8057 ALUMTNIJM 6.570 2.7226 STEEL 2.7506 1.2224 TOTAL 14.5467 4 AWM + 4 SR X 2.9 DOOR MULLION LOAD CAPACITY-PSF 45 1/2- MAX. DOOR DOOR WIDTH JAMB 'JD2' SEE SEPARATE APPROVAL 13 JAMB 'JDI' JAMB 'JD]' JAMB 'JD3' JAMB 'JD3' SIDEIITF• FRAME MULL 'MDI' MULL 'MDP MULL 'MD3, MULL 'MD4' WIDTH HEIGHT EXT (+) EXT. {+) EXT. (+) M. (+) INCHES INCITES INT. (-) INT. (-) INT. (-) INT. (-) 32 90.0 90.0 90.0 90.0 36 o 90.0 90.0 90.0 90.0 42 98-1/2 90.0 90.0 90.0 90.0 48 Ko.70592 _ - 90.0 I 90.0 90.0 90.0 54 $ 87.7 90.0 90.0 90.0 32 6.7195 2.6757 10.8072 4.4788 79.8 _ 90.0 90.0 90.0 38 110-1/2 75.8 90.0 90.0 90.0 42 - 70.6 90.0 90.0 90.0 48 1h �'•.' FL #27000 86.1 90.0 90.0 90.0 32 72.6 90.0 90.0 90.0 36 114 69.1 90.0 90.0 90.0 42 64.3 90.0 90.0 90.0 48 60.2 1 90.0 90.0 90.0 32 62.3 90.0 90.0 90.0 36 120 59.2 90.0 90.0 90.0 42 55.2 88.7 89.1 90.0 48 51.6 83.0 I 83.4 90.0 MR. GLASS 45 1/2- MAX. DOOR DOOR WIDTH 12 SEE SEPARATE APPROVAL 13 - y 5 - 3A E-7 , 5�• 3l+ D OR DOOR-WINDOWALL Flo D* OR >0- 5 -. ... _._ i o 1 ,11111111111 I o n , o LENti J I < c r_ 43 3/4' i. 4 SIDELITE WIDTH MAX. r SEE CHART CL TO CL DIM. u Sealea U4-lU-IB a 0 v 12 13 13 - y 5 - 3A E-7 , 5�• 3l+ s 3A DOOR-WINDOWALL Flo TRANSITION MULLION >0- 5 -. ... _._ i 14 I. 1 ,11111111111 I D Ai`11;q��,Ql7ji n LENti � I < ------ .-.- __ _ - 3 I MULLION 'MDI' MULLION 'MD2' MULLION 'MD3' MULLION 'ND4' Ko.70592 _ - .. s }• B - $ Ix IN -4 SX IN -3 Ix IW4 Sx IN -3 Ix W-4 Sx 92'3 Iz IN -4 Sx W'3 6.7195 2.6757 10.8072 4.4788 ALUMINUM 6.7195 2.6757 ALUMINUM 6.7195 2.6757 • STEEL 2.7506 1.224 STEEL 3.7533 _ 1.66BVL) AT OF A dfowing no. TOTAL 14.6962 4/WM+45R X 29 TOTAL 17.6041 4ALIM+k SIL X 2.9 'i(C`''••• OR1D�.•'�o,, j' �' 18-46F 1h �'•.' FL #27000 sheet 6 of 12 III It\`o Sealea U4-lU-IB U _ a 0 p m 0 h P e� o Q y r g4 pqpt 0.50 $$t 0aox _��_ I1. z a 1 _ U j Z W 3 D O a � Z n 3 - DOOR MULLION LOAD CAPACITY - PSF 13 'T S 13 SEE SEPARATE APPROVAL DOOR MULLION LOAD CAPACITY - PSF U) K JAMB 'JD2' DOOR-WINDOWALL 6 - 3A r� 6 I 3A 5 -- 3n(--' JAMB 'JD2' ___ _ _ JAMB 'JDI' JAMB 'JDI' JAMB 'JD3' JAMB 'JD3' ' D' OR1 / IIII \ R • rS JAMB 'JDI' JAMB 'JDI' JAMB 'JD3' ]AMB 'JD3' NOMINAL DIMS. MULL 'MDI' MULL 'MD2' MULL 'MD3' MULL 'MD4' NOMINAL DIMS- MULL 'LDL' MULL 'MD2' MULL 303' MULL 'MD4' w.Ctn lwt, (w:) f.wE ,::K :, :009 Nfxirt E%f.(+) f3n'.(r) _ EYT.(r) Wzm (WI) Woo (R12) FIUYE NOW DOOM NEX46 EM. +) E%I.(r E%r.(+) Exf.(t) .'n E'-. :NES :`SES+ INCKS 90'.(-) WI.(-) Wf.(-) VN (-) INCHES Rcm HONES NICHES ...(-) M.(- E CHART 85 3/4' MAX. MULLION 'MD4' No. 705 � 90.0 90.0 90.0 90.0 _ 30 Ix IN -4 SX W-3 84-6 90-0 90.0 90.0 36 6.7 195 2.6757 10.8072 4.4786 90.0 90.0 90.0 90.0 36 S TEEL 2.7506 1.2224 78.6 90.0 90.0 90.0 +_ 90.0 90.0 90.0 90.0 6 AlW 4 4 57l % 29 17.6D41 42 108 73.4 90.0 90.0 90.0 +8 90.0900 sheet6.1ot12 90.0 90.0 48 68.8 90.0 89.7 90.0 I b+ 96 9D.0 90.0 90.0 90.0 30 68.2 90.0 90.0 90.0 b 85.7 90.0 90.0 90.0 85-3/4 36 114 96 63.5 90.0 85.3 90.0 90.0 90.0 90.0 90.0 30 42 59.5 90.0 80.6 90.0 �c 86.9 90-0 90.0 90.0 48 56.0 90.0 76.5 1 90.0 55.5 89.3 78-0 90.0 4= 102 81.5 90.0 90.0 ' 90.0 30 an 75.7 90.0 90.0 90.0 36 120 51.9 83 .5 73.6 88 .0 72'5 90.0 89.0 90.0 42 48.8 78.5 69.7 83.3 85-3/4 JG 84 48 46.0 74.0 66.2 79.1 74.2 90.0 90.0 90.0 30 72.4 90.0 90.0 90.0 :6 69.5 90.0 89.1 90.0 2 108 65.{ 90.0 84.4 90.0 36 67.2 90.0 90.0 90.0 61.7 90.0 80.2 90.0 42 114 62.7 90.0 85.9 90.0 D3 60.2 90.0 81.7 90-0 85-3/4 48 - 102 58-8 90.0 61.1 90.0 59.0 55.0 90.0 88.4 82.6 77.] 90.0 90.0 ±t. 114 a• 56.6 53.3 90.0 85.8 77.4 73.4 90.0 87.8 30 36 120 sy 50.5 81.2 89.9 83.5 1 42 51.5 82.8 73.3 87.7 S7 49.7 80.0 77.9 85.9 48 48.4 77.8 69.4 83.0 30 63.7 90.0 90.0 90.0 Jo 46.8 75.3 "A 81.5 120 44.2 71.2 64.8 77.4 85-3/4 36 120 110-1/2 59.0 90.0 85.7 90.0 a;9 41.9 67.5 61-7 73.8 f2 48 55,0 51.5 88.4 62.8 80.4 75.7 90.0 90.0 ..� 90.0 90.0 90.0 90.0 36 90.0 90.0 90.0 90.0 i 102 86.6 90.0 90.0 90.0 46 81.2 90.0 90.0 90.0 < 76.5 90.0 90.0 90.0 79.3 90.0 90.0 90.0 1 74.0 90.0 90.0 90.0 108 a, 69.3 80.0 86.8 90.0 U 85-3/4 ---- 90 65.2 90.0 84.3 90.0 63.9 59.9 90.0 90.0 85.6 80.6 90.0 90.0 36 w � L c •. 114 56.3 90.0 76.5 90.0 LL a� 53.1 85.4 72.7 86.9 _ 84.2 74.5 89.1 ,v52.4 1E 491 79.1 70.5 84.3 42 120 46.3 74.5 56.9 80.0 <8 43.8 70.5 63.6 76.1 , U _ a 0 p m 0 h P e� o Q y r g4 pqpt 0.50 $$t 0aox _��_ I1. z a 1 _ U j Z W 3 D O a � Z n 3 - MR. GLASS DOOR h TRANSOM 13 'T S 13 SEE SEPARATE APPROVAL DOOR WIDTH (W1) U) K DOOR-WINDOWALL 6 - 3A r� 6 I 3A 5 -- 3n(--' _�_____ O ___ _ _ I 1 ' D' OR1 / IIII \ R • rS ¢ fl'NW r E 6 c2 5 3A µ' �;, r I N •%• 1If f/pJ`///I 14 i \`1`11111 m _ 111 I' R O 4v';••'�cEN3F Ysj n 9 1 O 4 E TN SISEE JAMB 'JD2' " E CHART 85 3/4' MAX. MULLION 'MD4' No. 705 � Semea u4-ZU-1 t) 12 13 72 13 13 (W2) DOOR WIDTH (W1) li DOOR-WINDOWALL 6 - 3A r� 6 I 3A 5 -- 3n(--' s.---��; 3A 5 _ 3A i; TRANSITION MULLION o ' 6 5 3A 1If f/pJ`///I 14 i \`1`11111 m _ I 4v';••'�cEN3F Ysj n 9 JAMB 'JDI' JAMB 'JD2' JAMB 'J03' MULLION 'MDI' MULLION 'MD2' MULLION 'MD3' MULLION 'MD4' No. 705 � • a IxIN-4 Sl W-3 Ix IN4 Sl IN -3 Ix IN -4 SX IN -3 Ix W-4 SX IN -3 Ix ININ-4Sx IN -3 Ix W-4 SK IN -3 Ix IN -4 SX W-3 6.570 2.7226 10.6577 3-8057 ALUMINUM 6.570 2.7226 6.7 195 2.6757 10.8072 4.4786 ALUMINUM 6.7195 2.6757 ALUMINUM 6.7195 2.6757 :� • S F '•� drawing no. S TEEL 2.7506 1.2224 STEEL 2.7506 1.224 TOTAL STEEL 3.7533 1.668 TOTAI. ' R70�''• ' ' TOTAL 14.5467 6 /AVM r 0 STL % 2.9 14.6962 6 N.VY + 6 SIL x 29 6 AlW 4 4 57l % 29 17.6D41 i e LS t1 •"••" /////iL�?t<ALIII%` 18-46F , FI, #27000 sheet6.1ot12 Semea u4-ZU-1 t) '6�TY '`'� 3' 6" 6' __ 3' I P. TYP. C TIP. I I I 1F == z II II 11 I 'I II 1 I I �4 S* 16_. ANCHORS .TYPES: SEE SHEET 8 FOR DESCRIPTION C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION C6 = (6) ANCHORS TYPE •C' AT EACH SIDE OF DOOR MULLION ALL OTHER ANCHORS TO HE SPACED AS PER ELEVATION. MR. GLASS _ - _- V DOOR h TRANSOM SEE SEPARATE APPROVAL 1W a Q 9, G 0 OR u� ... 0' OR I N UI N I' I2 I III I \ H i�, Ot LL = VE J Irl I ___ (y�� r lu/'OZ Qg7p�M SOL - i, 6 \ II I IIqI 11 a0 0 O O II I' I 9 a W 7 (L yo ' I111� •� If li / �s 111 LL ZNf 4f SIDELITE WIDTH ( SEE CHART BS 3/4' MAX (W2) DOOR WIDTH (WI) Z n� m 3 � O � Z a 3 M � 00 0 u�qi Nd3� v c0 -AZ41 n N C7ce � Jn in b I I II I I -_I_I_I_F h f i+_ 6� iYP. 'C4' -AT SILL ALL CASES TRANSITION MULLION ANCHORS DOOR MULLION READ ANCHOR LOAD CAPACITY - PSF \`t111t 11It!/11j777/7 '4P. DOOR MULLION READ ANCHOR LOAD CAPACITY - PSF a No. 70582 NOWNAI 1106 '1' 'C5' 'C8' ���•' A drawing no. NOMINAL DIMS. 'C4' 'CS' 'CB' i-1 rli'.....: XW KM EXT.(+) IXf.(+) E%r.(+) Ma001 (*I) WUM (M2) FIR" HDOIR 0" 4W 00.1+) E%f.(i) IXI.(+) WAM M.(-) 90. -) 08.(-) WKS LACHES INCHES Pon IM.(-) M.(-) 89.6 90.0 80.0 i70 _ 79.2 90.0 90.0 ,0 85.0 90.0 80.0 36 75.1 90.0 90.0 42 80.8 90.0 90.0 42 108 71.5 89.3 90-0 a6 96 77.0 90.0 90-0 48 v _ 68.1 85.2 90.0 76.4 90.0 90.0 5+ 73.6 90.0 90.0 30 60 70.4 88.0 90.0 85-3/4 36 114 96 72.4 90.0 90.0 86.0 90.0 90.0 3J 42 688 88.0 90.0 36 81.5 90.0 90-0 48 65.6 1 82.0 90.0 73.8 90.0 90.0 +% 102 77.4 90.0 90.0 30 ae 73.8 90.0 90.0 36 120 69.9 87.4 90.0 85-3/4 4 -- 84 70.4 88.0 90.0 42 66.4 83.0 90.0 62.7 90.0 90.0 3:1 48 63.2 79.0 90-0 30 74.9 90.0 90.0 3E 78.3 90.0 90.0 +2 108 74.3 90.0 90.0 36 71.0 88.8 90.0 to 70.888.4 90.0 42 114 67.6 84.5 90.0 '3J 79.7 90.0 90.0 85-3/4 48 102 64.t 80.5 90.0 72.4 90-0 2010 Se 114 75.4 90.080.0 30 a^ 71.5 89A 90.0 36120 68.6 85.7 80.0 44 66.0 1 85.0 80.0 42 65.2 81.5 90-0 76.9 90.0 90.0 30 48 62.1 77.7 90.0 30 70.4 88.0 90.0 ;G 120 72.6 90.0 90.0 4;. 68.9 86.1 90.0 85-3/4 36 120 110-1/2 68.8 83.5 90.0 '8 65.4 61.8 90.0 42 48 63.6 60.7 79.5 75.9 90.0 90.0 30 84.1 90.0 90.0 36 79.7 90.0 90.0 42 102 75.8 90.0 90-0 +h 72.3 90.0 90.0 S. 69.1 86.4 90.0 80.9 90.0 90.0 30 - 36 76.7 90.0 90.0 4, 108 72.9 90.0 90.0 85-3/4 aE 90 69.4 86.8 90.0 78.0 90.0 90.0 ., ?6 73.9 90.0 90.0 e 114 70.1 87.7 90.0 4t 66.8 83.5 90.0 .,, _ 75.3 90.0 90.0 36 120 71.2 89.1 90.0 42 67.6 84.5 90.0 a5 54.3 80.4 90.0 '6�TY '`'� 3' 6" 6' __ 3' I P. TYP. C TIP. I I I 1F == z II II 11 I 'I II 1 I I �4 S* 16_. ANCHORS .TYPES: SEE SHEET 8 FOR DESCRIPTION C4 = (4) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION C6 = (6) ANCHORS TYPE •C' AT EACH SIDE OF DOOR MULLION ALL OTHER ANCHORS TO HE SPACED AS PER ELEVATION. MR. GLASS _ - _- V DOOR h TRANSOM SEE SEPARATE APPROVAL 1W a Q 9, G 0 OR u� ... 0' OR I N UI N I' I2 I III I \ H i�, Ot LL = VE J Irl I ___ (y�� r lu/'OZ Qg7p�M SOL - i, 6 \ II I IIqI 11 a0 0 O O II I' I 9 a W 7 (L yo ' I111� •� If li / �s 111 LL ZNf 4f SIDELITE WIDTH ( SEE CHART BS 3/4' MAX (W2) DOOR WIDTH (WI) Z n� m 3 � O � Z a 3 M � 00 0 u�qi Nd3� v c0 -AZ41 n N C7ce � Jn in b I I II I I -_I_I_I_F h f i+_ 6� iYP. 'C4' -AT SILL ALL CASES TRANSITION MULLION ANCHORS ,`I o. - . \`t111t 11It!/11j777/7 '4P. a No. 70582 o ���•' A drawing no. 777S�11RL1���`� FL #27000 sheet 7 0(12 Sealed 04-20-18 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS 1 a ; EDGE 'DIST. a a° (A) B a 0 0 a 0 2 X u. W TYPICAL ANCHORS N I V SEE ELEV. FZR SPACING Y "' TYPICAL ANCHORS: SEE ELEV. FOR SPACING e o TYPE 'A'_ 1/4• DIA ULTRACON BY 'FICO' (F-177 KSI, Fy=155 NSI) Z m m j EDGE CAST. 3 o INTO 2BY WOOD BUCKS OR WOOD STRUCTURES O q w rc ma$ WITH 1-1/2" MIN. PENETRATION INTO WOOD H E Z a THRU 1 BY WOOD BUCKS INTO CONCRETE C p WITH 1-1/4- MIN. EMBED INTO CONCRETE ul N DIRECTLY INTO CONCRETEIt C t !I r� I WITH 1-1/4" MIN. EMBED INTO CONC. O GNM ---u-C- ED- NMAE-SSONRY- = 2--1/2" -MIN , C CI�S Q M= 0apINTOWOOD STRUCTURE 1MIN. tip c ��TYPE 'B'- 1/4* DAA KWIK CON II BY 'HILTf (Fu -163 KSI, Fy-157 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES LL 2 n WITH 1-1/2" MIN. PENETRATION INTO WOOD Q Z rTi ,f TYPICAL ANCHORS uN.I ANCHOR EDGE DISTANTFS z W J 2 10m THRU 1BY WOOD BUCKS INTO CONCRETE ` I INTO WOOD STRUCTURE - 1-1/4• MIN. SEE ELEV. FOR SPACING METAL INTO METAL STRUCTURES WITH 1-1/4" MIN. EMBED INTO CONCRETE (3) THREADS NIR. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STRUCTURES . I STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) DIRECTLY INTO CONCRETE (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Z m ANCHOR EDGE DISTANCES INTO METAL STRUCTURE = 1/2" MIN. WO0O AT HEAD, SILL OR JAMBS SG . 0.55 MIN. cI w WITH 1-1/4" MIN. EMBED INTO CONIC. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm e 2000 PSI MIN.` EDGE DIST. I� ANCHOR EDGE DISTANCES J I INTO CONCRETE AND MASONRY = 3" MIN. 07 ,^n �-' _ - _ '.—__. - INTO WOOD STRUCTURE = 1" MIN. R V II wiNn 3 i '�Y Wm Y i N TYPE 'C'- ,5/16" DIA ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2- MIN. PENETRATION INTO WOOD y� g L.l LL ^...... �—`) --Jl "^ ai THRU 7 BY WOOD BUCKS INTO CONCRETE O rn no -- -;� ; -- / I WITH 1-1/4" MIN. EMBED INTO CONCRETE g N - v DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONC- 3 O Z R TWO PIECE OR ONE PIECE HORIZONTAL INTERCHANGEABLE BETWEEN HEAD h SILL 6 v EDGE DIST. ` INTERIOR FINISHES NOT BY MR. GLASS ILLUSTRATIVE ONLY TYPICAL ANCHORS SEE ELEV. FOR SPACING I uN.I ANCHOR EDGE DISTANTFS z W J 2 10m INTO CONCRETE AND MASONRY = 3" MIN. ` I INTO WOOD STRUCTURE - 1-1/4• MIN. TYPE b'- 1/4" DIA. TEKS G4 SELF DRILNG SCREWS ST/ST (GRADE 5 CRS) INTO METAL STRUCTURES (3) THREADS NIR. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) o . I STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) n ANCHOR EDGE DISTANCES INTO METAL STRUCTURE = 1/2" MIN. WO0O AT HEAD, SILL OR JAMBS SG . 0.55 MIN. cI w CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm e 2000 PSI MIN.` � D - SEALANTS: N ALL FRAME CORNERS, JOINTS, MULLION SEAMS AND PERIMETER OF GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. = $ a r WOOD BUCKS AND METAL STRUCTURES NOT BY E.S. WDW. drawing no. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND$- 46F TRANSFER THEM TO THE BUILDING STRUCTURE. FL #27000 F '"u I ,+',+.�,,`, �` sheet 8 of 12 z�ealea ua-,&u-To Tey WOOD BUCKS o " w 0 W � JAMB ANCHORS OPTIONAL SEE ELEVATIONS FOR SPACING GAP 1-1/13' MAX.. 1/4- MIN. 'd de e d 3/8- MAX. SHIM SPACE SEE ELEV. FOR SPACING Cod WITHOUT REINF. C\ SEE SHEETS 3 & 4 FOR CAPACITY 3/8- MAX. SHIM SPACE SEE ELEV. FOR SPACING 6 D.L. OPG. 3 ANCHORED JAMES DO N07 REQUIRE REINFORCING UNANCHORED JAMES MAY REQUIRE REINFORCING SEE CHARTS ALUM REINF. rSEE SHEETS 3 & 4 1D' FOR CAPACITY f D.L. OPG. FINISHES -' NOT BY MR. GLASS ILLUSTRATIVE ONLY D.L. OPG. EXTERIOR FRAME WIDTH 1/4- DIA BOLTS WITH NUTS AT 6" FROM ENDS ALUM REINF, AND 18-1/2. O.C. MAX. E SEE SHEETS 3 & 4 FOR CAPACITY O.L. OPG. 12 D.L. OPG. CxQ3 LI c 'o u� `u N W 1/4' MAX. C Y O N O .,O 'C SHIM SPACE '��':.• ucenlsF � I z _{ SEE ELEV. ,v a FOR SPACING_ o ---- m n m drawing no. /�?'A,i1�� h O FF- r JAMB ANCHORS ° .OPTIONALf. " SEE ELEVATIONS - Z q 0 (• f ? N_ i-il y FOR SPACING METAL N d (y 1�-=-- STRUCTURES w O C ii.0608 ° L—A( f 0otl7t t jr 120 J G L9 . g j w W Z b — m JAMB ANCHORS 3 01 0 OPTIONAL SEE ELEVATIONS r, Z R FE '--"-'-" -'—" FOR SPACING 3, W Z m m M p J tNn31i STEEL REINF. J Z is ul OSEE SHEETS 3& 4 N O p n FOR CAPACITY 13 W O-' N w goo m k 14 Sealed 04-20-18 LI c 'o =- `u N W -Kn C Y O N O .,O 'C AH '��':.• ucenlsF � I z No.70592 -_ ' ✓TIIi o �•, ..A ? Y� drawing no. /�?'A,i1�� FL 27000 snsc s air 2 Sealed 04-20-18 D.L. OPG. _ _ -------------- F.B.C. APPROVED I ____-._______a 1 LARGE MISSILE IMP RESISTANT FOR CAPACITY TRANSOM - F.B.C. LARGE APPROVED MISSILE IMPACT RESISTANT DOOR L.1 rI Imo♦ '� I I I`1V1 I,�� 1 II I 1 p __ =n JI[ .y a _ 1 L i 1 ILL___ �` I ELL. OPG WITHOUT REINF. l-_---_-------� /1 SEE SHEETS 6 & 6.1 1 FOR CAPACITY ' I , F.B.C. APPROVED LARGE MISSILE IMPACT RESISTANT DOOR i 1 I I 1 I -, ___, fJ 1 II II �1f__ _- ILL__ JL�— ( l LEAF WIDTH D.L. OPG. D.L. OPG. D.L. OPG. 13 STEEL REINF. C(; SEE SHEETS 6 & 6.1 1 ____-._______a 1 13 FOR CAPACITY % - F.B.C. LARGE APPROVED MISSILE IMPACT RESISTANT DOOR L.1 rI Imo♦ '� I I I`1V1 I,�� 1 r___.__-_________,, I __ =n JI[ I "`III a _ 1 L ILL___ �` I -_______SI _JI � ___ _ _____________________� (I� I LEAF WIDTH D.L. OPG. 13 0ALUM REINF. ___________ _ G SEE SHEETS 6 & 6.1 - FOR CAPACITY '�'' I ------------- F.B.C. APPROVED ----_-LARGE MISSILE IMPACT RESISTANT DOOR II ` 1 11 I 1 i I II I I I --------------- LL I ✓ �I i II � r 11 I 1 11 I i I I I �-IL L _-----------L �L ___JI ____ �.__ _ _ --___-____ __ _./ t2 (� LEAF WIDTH STEEL REINF. ____________.j SEE SHEETS 6 & 6.1 1 G/ FOR CAPACITY D.L. OPG. 14 �� — ___________J j I I � I .B.C. APPROVED JLRGE MISSILE IMPACT RESISTANT DOOR Ir_____ -_--------------- I I 1 I I _I y_.__.___________7 C nl 11 I LEAF WIDTH SEE SEPARATE APPROVAL FOR DESIGN LOA CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS APPROVAL OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. z to 1 Z R W z CAit P P ONM ao Q N u 00 M 1 NL 3 v Z m NrD C, n NC3 moos I!, 0 N v n io MI Y c 2 O VYY111111lIt!!I/_V No. 92 S "� • • A OF •: drawing no. A ,. FL #27000 ""1, ri fil,j % sheet 10 of 12 SemeO U4 -1U -1t3 � a _ 1 II—.__.__ � (I� I gto r L.. t 0 v o < v v • v tM v ANCHORS TWE 'C' v t ANCHORS TYPE 'C' ! Q a E C SEE SHEET 7 FOR CAPACITY SEE SHEET 7 FOR CAPACTIY VI Z Q 4J (4-- m A QWOI '� 0ALUM REINF. ___________ _ G SEE SHEETS 6 & 6.1 - FOR CAPACITY '�'' I ------------- F.B.C. APPROVED ----_-LARGE MISSILE IMPACT RESISTANT DOOR II ` 1 11 I 1 i I II I I I --------------- LL I ✓ �I i II � r 11 I 1 11 I i I I I �-IL L _-----------L �L ___JI ____ �.__ _ _ --___-____ __ _./ t2 (� LEAF WIDTH STEEL REINF. ____________.j SEE SHEETS 6 & 6.1 1 G/ FOR CAPACITY D.L. OPG. 14 �� — ___________J j I I � I .B.C. APPROVED JLRGE MISSILE IMPACT RESISTANT DOOR Ir_____ -_--------------- I I 1 I I _I y_.__.___________7 C nl 11 I LEAF WIDTH SEE SEPARATE APPROVAL FOR DESIGN LOA CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS APPROVAL OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. z to 1 Z R W z CAit P P ONM ao Q N u 00 M 1 NL 3 v Z m NrD C, n NC3 moos I!, 0 N v n io MI Y c 2 O VYY111111lIt!!I/_V No. 92 S "� • • A OF •: drawing no. A ,. FL #27000 ""1, ri fil,j % sheet 10 of 12 SemeO U4 -1U -1t3 Seated 04-20-18 ITEM N0.! PART NUMBER! '---- QUANTITY DESCRIPTION MATERIAL ; MANF./9I1PPI3ER/REMARKS u � 4.968 1.750 - �+ H ai - 1 � E58005 AS REOD. HOLLOW FRAME HEAD/SILL � 6005-T5 - FRAME SILL 12 ES8004 AS HORIZONTAL 3 ES8007 AS REDO. � FRMIE� B/ 6005-TS G 2-750 1.750 3A - 4 ES8006 AS REOD. DOOR MULLION AS REGO, CUSS STOP 6405-T5 - 6063-T5 I - F W m o Q Z n ul 5 ESS002 AS REGO. MULLION SNAP-IN MATE ! 6005-T5 - OC7 G C TYP 6 ES8003 AS REDD. SHEAR CLIP 6005-T5 - N I�I.125 078 TYF. IIt 4.000 7 AS REDO. INTERIOR BULB GASKET VINYL 1% 0 5.000 3.750 8 ES8009 AS REOD. SPACER/SILICONE STOP VINYL - Q ? N I'1 3.984 - `r-I ` I 6A ES-8011A AS REDO. _ BUTTON BUMPER SILICONE DUROMETER 6535 SHORE A n p IJ In r 9D � 10 - 2/ UTE 3/16- X 1/2- X 2- L014G SETTING BLOCK, Al 1/4' POINT5 ! EPDM OUROMETER8535 SNORE A C IL G O Gip HOLLOW FRAME HEAD/SILL _'I j _9 X12 % I-1/2' 12 - 4/ CORNER ASSEMBLY SCREWS PHSMS AS READ. j MULLION STIFFENER STEEL - 6005-T5 - y to C n a W j ' N 4.968 lr� I : ( 13 - 14 - AS REOD. i MULLION REINFORCING CHANNEL AS REGO. . MULLION REINFORCING BAR STEEL- STEEL - LL 2 N f 0 J 0 3.750 - -i g -1 - -,� =^'l _ 2.750 z Nm 1.750 m 2.750 _ ___ SL�--'30 _ ...- 1 C) FRAME JAMB/ MULLION rn e .078 TYP. 118, [ 1.472 Z n W 3.984 I 253 z (7y o0 to L, .1250: TAP ji I 1- � �M w OPEN BACK FRAME HEAD/SILL 3.368 D94 I� .09 3.736 5.000 ! I 3.750 1 I� 1 01 M ¢ 10J a 3 LL v _� ---- 4.968 _ () 4.534 1 Z .124 it-=� 3.750 I� 1.750 .._. 1.578 _ I 206 �r - U C- 12 MULLION SNAP-IN MATE DOOR MULLION STIFFENER01 078 - -- TYP S 1.000 1 188 3.984- I O INTERMEDIATE HORIZONTAL 188 1.786 !I ! II11AA7j 3.736 I '4 3.229 I 4.500 4.000 ,11%tit 062 TYR. �. • VGcNSF• & No. 70592 1 117 �r 11.000 �s -_ :ij '•• A. �� drawing r�l J is .�c°,'•....... �a. no. STEEL18-46F REINFORCING CING //A//�j/0��V\` O STOP C6� CLIP MON #27000 GLASS SHEAR 36 FY l/ti1111 sheet 11 of 12 Seated 04-20-18 5/8' X 1/8' ALUM PLATE BENT TO MATCH JOINT SECURED WITH /8 SMS (3) PER SIDE OF JOINT 5/16X 1 X 1/8' ALUM ANGLE BENT TO MATCH JOINT SECURED WITH /8 SMS (3) PER SIDE OF JOINT T;. CIRCULAR OR ANGLED CORNERS /12 X 1/2' FH SMS f' /12 X 1 - PH SMS 1 P ODOR MULLION CORNER RECL. JOR. SQUARE CORN.R5 i v Rol, FV_.- i i I u 'TV b a Z Z n O q" aj � �?oi s FL #27000 ��i���At\\\\\ sheet 12 of 12 Sealed 04-20-18 IL 0Q azV o a 0 all CJ Z m Z n aT M M 1 00 °0 0 N J r Z�J O J n I w moo sw I to in Iq Y I O 0 0 _o nti 10\11 u i1Itriiii AH No. 70592 S drawing no. FL #27000 ��i���At\\\\\ sheet 12 of 12 Sealed 04-20-18 XIw 'g N o LL ,yl J. ago. o'vwi k�.ow 4" MAX. D.L. OPG_, SEE SHEET 2 ..... '....I..� :. 1 ....... HEAD/SILL CORNERS 1 ANCHORS TYPE A, B. C OR D II 2, 3, 4 OR 5 AT EACH JAMB --� SEE SHEETS 5, 5.1 & 5.2 SERIESMG5000 jA0 INUM WINDOWWALL,_SYSTEhiTHIS SYSTEM IS RATEDE GE MISSILE IMPACT SHUTTERS ARE NOT RR D. THIS PRODUCT HAS TESTED TO COMPLY WITH THE REQUIREMENTS OF TF 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE E (HVHZ). •18Y OR 2BY WOOD BUCKS & 8 VF TIE Y OTHERS, MUST BE DESIGNED AND INSTALLED ADEQ ��'`i0 T)FE R APPLIED PRODUCT LOADS TO THE BUILDING STRUCTUREANCHORS SHALL BE CORROSI RESISTANTED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S TRUCTIONSF'SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WA tJC-OR Co. A LOAD DURATION INCREASE IS US �ESIGN LTE CHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON--METAL�IO,iA�N.D� ,� -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITE E16,ST�EL/METAL REINS, THAT COME INTO CONTACT WITH OTHER DIS51 MATERIALS S LL MEET THE REQUIREMENTS OF THE 2017 FLORIDA B . CODE _d ADO, D STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DES VIO� INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE 0 IS PROS. CT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AN ING ARO OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE` AL D SEPARATELY, AND TO BE REVIEWED BY BUILDING OFT-ICIAL. - D,L, OPC 2 -� � I SEE SHEET 2 MAX. MULLION SPACING SEE SHEET 3 & 4 •11 t I ANCHORS TYPE A, B, C OR D 2, 3, 4 OR 5 AT EACH SIDE OF MULLION---� SEE SHEETS 5, 5.1 & 5.2 TYPICAL ELEVATION INSTRUCTIONS: USE CHARTS AS FOLLOWS. I II\ I; \ I� \ II SEE •MR,\C,LASS• I II LM .1. DOOR\APPROVAL II FOR DOOR RA1,1NG & DETAILS. \ ,-,__DOOR MULLION ANCHORS SEE SHEET 7 D.L. OPG. WIDTH SEE CHART SHEET 2 w ii7 S.VI I� II ii? � Ip� Jw D.L OPG. W DTH SEE CHART � SHEET 2 ; E I �I II MIT a o1 J w I O w tN ! D.L. OPG WIDTH SEE CHART SHEET 2 11 ;i �N 2 N o;= j JU ci O.L. OPG wiDTH j SEE CHART SHEET 2 1 /Ile i S N I o / U O yr i N I -....... .... _........ .................................. .......... _. ................... ......... ............ ;ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE ! VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS; 'SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES j SINGLE LRES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. i U � �II�z I� I 0 0 O n }3' 3 aN 0 In hgco n " �lE�i3;�•r' Z h N.=. (DN0 '2;a .—__ ......__.._ .—._.._._... _.. _........... ....._—........ ......... . STEP 1 DETERMINE DESIGN WIND LOAD REOUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING ..._._.. _ .... ... ..... _. I LAMINATED GLASS LARGE MISSILE IMPACT n APPLICABLE ASCE 7 STANDARD. • • • • • • • • • • • • •-11.1 . 1111....--.. .... :0 0 STEP 2 SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY • • ••• • • • • • FL #27000 • 0 OF DESIRED GLASS SIZE • • • • • • • • • • • .�--- • • • •_ • ..* _....._•....... • STEP 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING AND HEIGHT USING CHARTS ON SHEETS 3 & 4 FOR pj ObMRA&LI *0 BE RAPONSI&E FOR•FHE• EI&IbN, PURCHASE AND WINDOW WALL MULLION AND SHEETS 6 & 7 FOR IrISTa.LAna� OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT O_v TE FROM THE CONDITIONS DETAILED 'Q•••4TOEN$F Y1r _ j 4 ' DOOR MULLION on nn5 oocuMENr. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD, B -THIS PROD'JCI LVAL.UATION DOCUMENT 'N:LL BE CONSIDERED INVALID IF N0.70692 �� STEP CHECK ANCHOR CAPACITY FOR WINDOW WALL SYSTEM slJ.Ll� USING CHARTS ON SHEETS 5, 5.1 & 5.2 A_WW4lY ANY MEMB. • • • ` :SITE PIECIFIC PRC#_CT4SHAfL 8I0PREPARE9 BYOE FLORID•• REGISTERED ( ( � I ! I • FOR DOOR MULLION ANCHOR CAPACITY SEE CHART • • LNGINOR OR MCIIIACT WHICH WILL SECOME THS ENG•EEROW AWORD (E.O.R.) FOR SIE PR•1ECT HID WH• WILD BE•RLSPCNSIBLE 6OR eH PROPER ;� �? ON SHEET 7. • • USE •F•THE P.E. ESGINF�R RECORD ACTING �S `DELEGATED .• $ i t drawing no THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. V ENGINVR TO THE P.F4p. ENGINEip SHALL SU9M& TO THIS eTIER THE SITE SPECIFIC DRAWINGS FOR REVIEW '•. pP•. �\ \tet % n ....... ') 8 46F STEPS THE. LOWEST VALUE RESULTING FROM STEPS 2 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. p_ THIS PED. SNALL BEAR THE DATE AND 9RMINa1 SFAI AND SIGNATURE OF ME PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT / - \\ sheet 1 Of12 • • • • • • • • • • • • Sealed U4-ZU-1 B • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 84' MAX. ,..._ +� ....... FRAME WIDTH .......... 1 78 1/2' MAX. i a h....... ..... ..... ..........., .. ...,,.... D.L.OPG.��� 14 MAX SPACING 0I.. W 'm. o FOR 1/4 SHIMS f N A 8" MAX SPACING I m O pR U O t, 8 FOR 3/8" SHIMS' o 5rt U ZM I. 0(LarIn z 8 !4 4=�= �QW�fk' . 71 I I SILICONE tJ_ mm II DOWSIL 983 D I o -1/4" HEAT STREN'D GLASS ~ 3 I; 090" Interlayer SentryGlas 3 Dy 'Kumray America, Inc.' a .7i 2 j WW -1/4" HEAT STREN'D GLASS ,I j �x : wit cNi� 3 1'- W $I� p o '1! a < _ % 1 II `•�, to N D ui i a q i I • • • • • • • • • `I:'O: C\ � ••• ••• ••• ••• • • ••• 111 1111 ..... ................... __�.._ .::.: .. 1 .�. LICENSE• p n _.. f 1-- .70692 14' MAX. SPACING I 6" MAX.• • • • • • • • • • • �7 — "+ FOR 1/4" SHIMS -II —•..._-.•- _•_.k • • • • • • • • ���,,,� L; MAXiSPACING HEAD/SILL 8' I • • • • • • • • •{ ___. ? FOR 3 8" SHIMS CORNERS MAXIMUM DESIGN LOAD RATING = + 7,0.Oe PSF� • • • • • • • • () drawing no / — 70!0 PSF• ` • • • • •.• e (FOR SINGLE UNITS SHOWN IN THIS SHEET OR SMALLER) �ii�L��✓ •••1D•`�Sf 1 46� SINGLE (0) PANEL __._.._ __ _.. . ___. _ FL #27000 ,!,,��"� 111 ' /11111111).. sheetl 10f12; • • • • • . . ... Sealed 04-20-18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • GLASS LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'D' D.L.O. WIDTH D -LO. HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) 28' .090" Interlayer 80.0 130.0 32' i By 'kumray Americo, Inc.' 80.0 130.0 36' ,-1/4" HEAT STREWO CLASS B00 130.0 40'84-1/2- 80.0 .._. ... 130.0 44-1/4" 80'D 130.0 48" .._... 80.0......_ .....................130:0__.....___. 52' 80_0 130.0--- 30.0_56-1/4" 80.0 130.0 56-1/4*1 28' 80 0 130.0 80.0 130.0 32" ••• ••• 36" ••• 80.0.. 130.0_ 40" 90-1/2' 80.0 130.0 44-1/4' • 800 1300 48' • 80 0 ..._..,_,., , ....... 130 0 _.. 52" GLASS CAPACITIES ON THIS SHEET ARE • • • 80.0 130.0 28' • s T,. 80.0 130.0 32" • • 80.0 130.0 -�_ 36' • • • • ......... 80 0 - 130.0 40" 96-1/2' _ 80.0 1300 44-1/4' FL 800 1300 80.0 ........ 130.0 ........-............ ..... 48" 52" 80.0 127.2 28' 80.0 130.0 32' 80.0 130.0 - 36"...............80..0 102-1/2" __. ... ...... _ 130.0 ...130.0........_. 40" 800 _ ...._ ...._ 44-1/4" 80.0 _._ 130.0 -...._ 48" �_.... 80_ .0 12 128.9 28' 80.0 32'80.0 ..............130.0 130.0 - 130.0__ 36" 108-1/2" 80.0µ"- 40" 80.0 130.0 44-1/4' 80.0 130.0 28" 80.0 130.0 32" 80.0 130.0 36" .0 130 0 40' 114-1/2' .80 80 0 130.0 44-1/4" 800 130.0 48-1/2" - 90.0 51-1/2' ., 90.0 44-1/4" 90.0 48' 120-1/2' ..................... .......__..._ 0 0 50" 90.0 44-1/4" 126-1/2" - _.__ , :.__ 90.0 .__......__ .,._.... 48" - 90.0 Q-90.0 _.......... ..... 44-1/4" 132-1/2- ... _ .._._......_ 90.0 46" 138-1/2' ......... ....... 90 0..._.. ,,... 44-1/4' - 90.0 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. ALTERNATE BUTTON BUMPER BA IN LIEU OF VINYL SPACERC) SILICONE OOWSIL 982 DOWSIL 795 •'•, ;---1/4" HEAT SIREN'D CLASS GT.A7.ING OPTION. S .090" Interlayer i :-Tm�ifol PVB ? i By 'kumray Americo, Inc.' a. ,-1/4" HEAT STREWO CLASS Iw F z 'm So i I 13 SILICONE DOWSIL 983 DOWSL 795 --1/4" HEAT STREN'D GLASS .090" Interlayer -SenlryGlas By 'Kuroray America, Inc.' i n •� ;-1/4' HEAT STREN•D GLASS z m G I XP_E-A GLASS_._TYE....' GT.A7.ING OPTION. S j � I So i I 13 1 ••• ••• ••• ••• • • ••• ``����>.ft1AP•/el/9'r�4�.7¢��7,i� 7^6-F. az r^ o. �I^� • NOTE: • • • • • • • • Na. � 70592 I a ! GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • • • s T,. I, a ,, BASED ON ASTM E1300-09 (3 SEC. GUSTS). • • • • • • • • • • . J i • • • • • • • • • • • • C•.. s drawing no GLASS --J FL #27000;sheet 2 of 12 t • • • • • • • • • • • • Sealea 114 -LU -III • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MULLION LOAD CAPACITY - PSF MULLIONS WITHOUT INTERMEDIATE HORIZONTALS _...... JAMB 'J2' JAMBJ2' MULL 'M4' NOMINAL DIMS. JAMB 'JI' 'JI' JAMB J3' JAMB ']3' NOMINAL. DIMS. MALL 'NI' _JAMB MULL 'M2' MULL M3' MULL 'M4, 90.0 EXT. (+) EXT. (+) EXT. (+) EXT. (+) w10TH (W) MWE HEIGHT INT. (-) INT. (-) INT. (-) INT. (-) JO 130.0 130.0 130 0 ,...170.0. . 36 1700 ... 1700 1300 1300 42 86-1/2• 130 0 130 0 ._ _ 170 0 130 0 ._ 4'.130 tl 1 JO 0 130 0 130.0 54" ........_1300........ _........1J0.� ..._ 1700..._. _._. 1300 60" 127.3 130.0 130.0 130.0 30 130.0 130.0 130D 130.0 36 1300 1300 1300 1300 .. 12 90 130 0 _- 130 0 130.0 130.0 _ 48 f 130 D 130 0 130.0 130.0 54' 122.9 130.0 130,0 130.0 60' 1149 1300 1300 1300 30' 130 0 130 0 130 0 130.0 36" 130.6 130.0 130.0 130.0 42" 98 121 1.130 0 1300 130.0 48" 10B 6 130 0 170 0 130.0 54" 99.4 130 0 125 6 130.0 60" 82.4 170 0 116 3 130.0 30" 130.0 130.0 130.0 130.0 - 1276 - -- 42" 98-1/2' ._1.11.6 ,,,.....1300 ......1300 ....._ .....13011 1300 ..... ..... ,.....130.0 1300 .......__ ...... 48" 100.0 130.0 _ 130.0 130.0 54" 91.4 130.0 118.6 130.0 50" 86.8 130.0 112.4 130.0 30' 130.0 130+0 130.0 130.0 36' 1145 ...... 1300 1300 1300 42'102" 100.0 130.0 130.0 130.0 48" 89.5 130.0 120.9 130.0 54" 81.61:30.0 F '109.8 iii v 79.4 127.7 106.7 ` 130.0 56 30"113.5 • 130.0 130.0 130.0 36" .._. ......_ 130.0 .._ 1300 .. ......._ _ .... 130.0 42 108 ,959 170 0 120 3 1 JO 0 48 -113.6 74.6 120.0 107.0 130.2 53" 68.8 110.7 98.4 130.0 30" 105 9 130 0 130 0 130.0 ... ....... 36" ....... 1.30.0 1300 Sealed 04-20-18 42" 110-1/2' ,_894 T1.8 125.2 ,,,...,130.0 114.7 130.0 48" 88.4 111.6 ._...................... 101.9 130.0 ............. 52' 52'1 __. __....... 64.9 104.5 95.1 130.0 30" 96.2 130.0 130.0 130.0 36" 81.2 1300 ... _ 123.11 130.0 _......._ 42" 114" ... 70.0 . _ 1136 107 .4130.0 130.0 .... 48" 62.9 101.7 95.7 130.0 50" 60.8 87.7 92.0 130.0 30" 82.7 170.0 130.0 130.0 36" 120, _ . _ 69 3 111 5 111.4 130 0 42" 602 969 ......... 1300 48" 53.5 86.1 85.5 1]0.0 NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. UNANCHORED IAMB OPTIONS KULL OPTIONS MULLION LOAD CAPACITY - PSF MULLIONS i/0 INTERMEDIATE HORIZONTALS _...... JAMB 'J2' JAMB 'J3' MULL 'M4' NOMINAL DIMS. EXT. (+) WIDTH (W) FRAME HEIGHT INT. (-) 54'120' 90.0 , 1 90.0 30" 90.0 38" ( 90 0 42' ) 126" 54' 90.0 30' I 90.0_ 36' 42' 132* _90.0 90.0 48' 90.0 52' 90.0 30' 90.0 36" 90.0 42' 138 I 46" 50" --90.0 86.9 30" 90.0 38 144" .. 90 0 .. 42' ...4 48' 79.0 J�J3;. 13. �I JAMB 'JI' Iz IN"4TSx IN -3 i 6.6509 2 6421 i 112 MULLION 'M2' .Ix w4 di IN 3 .1b8072 7.7590 (13`: !8 I{{''ij i �3) f� t� f �r� T JAMB 'J3' Ix IN { Sx IN" 3 ALUMINUM 8 6509.2 8421 STEEL" i 2 7508 1.2225 E TOTAL 14 6276: k "m i. SM1 X I9T_ IIS 5\4 tL• , � �` MULLION 'M3' MULLION 'M4' 1 N 4'S IN 3 Ix IN { 9x IN 7 ,ALUMINUM _ 6.7195-1, i.6757] (ALUMINUM- 0'-7j 295 2 6737 STEEL 7506- 225 1 2 ' �STFfiL 3 7533 1 868 . TOTAI ! TOTAL k 17.6047 , ALUM SRX 29 146962 h N _ UM+lx SR%RB UNANCHORED IAMB OPTIONS __- .._.__ _. 3 I- _...... _,i MM, OPTIONS S2; w: f , _, ... W.W2 L... W3 WIDTH (W) = W1 AT FRAME JAMB WIDTH (W) •+- • • • • • • • • - . AT FRAME MULLION ; 2 ; • MULLIONS • i........ • •• • • • • ••• • . .. ......... .. _._; • • • • • • • 70 'o. 892 • • • • • • • • i • • • iii • • • • • • • • • • • • ¢ TEF• FL . WF #27000 • • • • • • . . • • • . Sealed 04-20-18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (4�11i Z o N Q V D o6a Hp $' a c o mya8 J Ogg a W I� 611 0 z ((I m v g N XF O 5 M r 1�7 J tn3�Y; !ONO R J crowing no. 18-46F MULI1ON LOAD CAPACITY - PSF MULLIONS WITH INTERMEDIATE HORIZONTALS JAMB J2' JAMB J3 NOMINAL DIMS. MULL 'M4' IAMB 'JI, JAMB JI WIDTH (W) €FRAME FRIGHT JAMB 'J3' NOMINAL. DIMS. MULL. Mi MULL M2 MUIJ. 'M4, 90.0 .......,...90.0..._._. EM. (+) EXT. (+) 42' 126" EXT,WIDTH (W) 'FRAME HOCM INT. ( ) INT. () PEX-T.(+) INT.30 .......... 90.0 130 0 130 0 42' 132 130.0 36 1300 1700 90.0 1300 42 79 130 0 {30 0 42" 138 170 0 48*13D-1), 130.0 130.0 130.0 54 1700 1300 42' 1J00 60' 130.0 130.0 _130.0 130.0 130.0 30' 1300 1300 1300 130.0 16" 1700 _ 1300 .. 1700 .._ .._.... 130.0 42• 86-1/2 1300 1300 1300 130,0 'm.130.0 130.0 130.0 130.0 .o 54' 118 9 Pp:p 170 0 60' ! 10101300 12+8 -1.3p 1300 30' I 130 0 130.0 130.0 1300 36" 1 30 0 130 0 130 0 130 0 42' ' go. 0 130 0 130.0 130.0 130.0 48" 1192 1700 iJ00 1300 1059 1300 54" 1281 1300 60" 1 95.3 130.0 115.3 1 130.0 30' 170 0 130.0 130.9 130 0 36' 130.0 1 JO 0 1,30 .0 130.0 42' 48 112 2 ........... I JO 0... ...... 130.0 1,30 0 +8' 98.2 .......... 130.0 ..... 128.7 130.0 _ 54' B7 3 130.0 .......... t12.8 130.0 60' 78.5 122.1 101.4 130.0 30' 130.0 130.0 130.0 130.0 36' 121 2130 0 130 0 130.0 42' 98-1/2 103 9 ,,1 JO 0 , 130 0,,,. ,__..._.__ 130.0 _ 48' 90.9 130.0 120.3 130.0 54' 80.812 6.9 107.0 130.0 58' 75.2 120.0 99.6 130.0 30' 130.0 130.0 130.0 38' "!30.0 70911700 1300 1300 42' 102' _ 938 _._.- - 1300 1283 .._.. .. 1300 ......1 48' 619 ....,_._... 1300 ___..__... 1122_ __ .... ._.._. J0.0- 54' 72.8 117.0 99.8 130.0 56" 701 112.8 96.2 130.0 30' 110.3 130.0 130.0 130.0 36' 91.9 130.0 130.0 130.0 42' 108' 70.8 128.8 114._4 ...................130.0....... 130.0 48" 69.0 _........_..._........_..._._. 110.9 ............................_..._........._.. 700 7 53' 62.5 100.4 90.7 ....1 _ 130.0 30' 103.0 130.0 130.0 130.0 36' _............ 858 ......... ...............__.. _. 1275 _... -.. 130.0 42' 110-1/2 ,.._,,,,73.6 ....._.1300 1183 1093 1700 48' 64.4 .... 103.6 .. 95.8 --- ...... . 1 52" 5g4' 95 6 88 3 130.0 30 93.8 130.0 170.0 170.0 36 782 1257 1198 1300 42 !, 114 670_ 1078 1027 1300 48' 58.6 94.3_ 89 8 130.0 56.3 __-905 50' 882 _.,.. 1300 30' 80.4 129.4 ...._. 129.7 130.0 38' 120 67:0 107.8 ..... _. .... 106 1 ..- . ....._.,,.,_...... 130.0 _.. 42' ..._57.5 ..................._92.4........._...._92.7.__. 130.0 48' 50.3 80.9 81.1 130.0 1z� 131 T UNANC[IORED MULL OPTI71ONS d , JAMB 'Ji' JAMB 'J2' JAMB 'J3' I. tN 4 SZ IN"S iY IN 4 Sx INS { Ix M 4 SI M 3 ;, 6.6509 2 6421 ,�. 10 6486, 4, 4452 ALUMINUM � 8 6509 i 2 6421 LSTEEL j 4_75061 1222$1 (TOTAL 114 8276: ,pµuM+AFt 2 12j (131 (131 I i' \5C •� 13j 51 ty l.,.J i 51 'j+ �3) i \ F F 1 i) ('4 � r j MUIJ10N 'M1' MULIJON 'M2' MULLION 'M3' MULLION 'M4' Ii .ITi4 S. IN.'•]. I_Ix IIi4 9 IN J' li IN 4 9x IN'S IX INI i SN IM•3: 8 7195 2 8757 10 8072 3 7590 ALUMINUM8 7195 1 2.6757 ALUMINUM 8 7195 Z 8757 STEEL :,2, 750f ;,1.2226_ L6TFFL3.7533. , 1 668 a TOTAL14 6982 TOT'U' 17.6047 I M ALVM . h_SR x 21 _ :_M AWY ° I. m X ls' MULLION LOAD CAPACITY --PSF . UUJONS In OMMEDIAT'R BORIEONT JAMB J2' JAMB J3 NOMINAL DIMS. MULL 'M4' • OCT. (+) WIDTH (W) €FRAME FRIGHT IM. 54' 120' 57'90.0 30" 90.0 .......,...90.0..._._. 36' 42' 126" .............................. 90.0 48' ....._....90.0....__ 54" 90.0 30" .......... 90.0 36" ........ 90 0 42' 132 900 48" 90.0 52" 90.0 JO" 90.0 36" 42" 138 900 48" 50' .....,866 83.1 30' 1 90.0 36' i 144" ___.90.0 42' 87.1 48' 76.2 UNANCHORED JAMB OPTIONS MULL OPTIONS WIDTH W1 Al FRAME JAMB ( • • • • • • • • • • • • WIDTH (W) _ _.% t....W1.• • • • • ••• • AT FRAME MULLION 02 • • • • • • • • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • NOTE: INTERPOLATION BETWEEN WIDTHS ALLOWED. FL #27000 MULLIONS • • • • • • • • • • • • Sealed 04-20-18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4ftV 08 R S V �Nr 4O � V jr'm °o �1I1K aWZ3 {Lim W 4W$� Z m o_ Z a g. w z`N � a y3�Y� J W'�NL F i co m Ail (� drawing no i 18-46F MR. GLASS -DOOR & TRANSOM INTERMEDIATE ( SEE SEPARATE APPROVAL /1• i:'I HORIZONTALS MR. GLASS L - OPTIONAL DOOR ALL FIXED UTES SEE SEPARATE APPROVAL . ...— .c ---- OR �Og '$ (Q o DR 52 r ii .I II 3 II Vs 6 II C II \ I I ' i! 'L i(I =_\\ 1 Q N N wI wl wz wT w2 wT WIDTH WIDTH (W) = W1.._+ Art A Z _.....-... _..-�.I + wz wt + wLDDt (w) wz wt + wz WIDTH(w) — .......... z ......... vnDTH (w) _ z ._ _ z 4 z :i Q. N 'zTYPR 4" nP. a' W . J � ' N3lL Y 001 Z n � g'N 0 j -}-}-1=f IT .F-} _ i TYP. 3•.. �,I 3 IsI I II�3—� A2,_.p2.._C2,_D2 A4,...))4, _C4._D4 A,D..S,,_Cu o� a � �7f,110RS TYPF,S: SEE SHEET 8 FOR DESCRIPTION SEE SHEETS 5, 5.1, 5.2 & 7 FOR ANCHOR CAPACITY CHART. !Fir E A2 = S2) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION SEE SHEET 8 FOR ANCHOR DESCRIPTION. B2 - (21 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C2 = 2 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION - .......,... B2 = (2 ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION • • • • • • • • • • • • ! I �� v ' I • • • • • ANCHORS A3 = (3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION • • • • • • • • • of B3 = (3) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION • • • • • • • • • • •f ° �. .,<....,. C3 - (3) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION • • • • • • • • • .t1i1pILIrItPj��.. —�- D3 = 3) ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION • • • • • • • • • • • `\\\� }t ton, 4��� A4 (4 ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION '',• �}G NSg ' �S, P",� �� B4 ((4 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C4 4 (4 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION • • • • • • • ha �05d' 2 o �, D4 = 4 ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION : : : ' : • • • • • • • `h SI 15 II 8 I` A5 (5) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION • _ • • • • • • '.,_ry:# B5 a (5) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION • • • • 000 • • • • • • • �'*`�+ a{ ' ` drawing C5 (5 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION • • • • • • 000 %S':'• A ,pF �dawingno. 'K ()RIO� 18-46F a ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. FL #2700 1f '!f,ii tiSI1 -0�,. [sheet 5...4t.12' • • • • • • • • • • • • Sealed 04-20-18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � ANCHORS TYPE 'A' ANCHORS TYPE W ANCHORS TYPE V 1/4" MAX. slum 3/0., SHIM SPACE 1/2- SHIM SPACE ANCHORS TYPE V NOMINAL DIMS. 3/8- SHIM SPACE 1/2- SHIM SPACE 3/8" SHIM SPAU 1/2- SHIM SPACE FRAME HEM7 A2 AS A4 A5 A2 AS i A4 A5 132 B3 134 135 B2 B3 C2 C3 C4 5 300 53,3 30.0 115.9 130D 1300 1300 33.3 49.13 Be 130.0 57.2 85.7 114.3 130.0 128.0 111.4 130.0 1 130 30, 130.0 130.0 130.0 130.0 130.0 82.4 i 109.9 1 mo 1.30Z 43.9 65.9 2TO 130.0 78.0 104.4 130.0 41.2 971.5 50.4 67.1 cn 54" 30-0 SEE SHEETS 5 AND 8 98-1/2 go 9.3 1300 1227 1130.0 130.0 102.9 3 co 30 130.0 77.0 89.5 59.7 119.3 130.0 1 130.0 130.0 082.8 im wis 30,k 73.2 109.8 1 130.0 0.0 11 8-46F NAL 0 ANCHORS TYPE 'A' ANCHORS TYPE W ANCHORS TYPE V 1/4" MAX. slum 3/0., SHIM SPACE 1/2- SHIM SPACE ANCHORS TYPE V NOMINAL DIMS. 3/8- SHIM SPACE 1/2- SHIM SPACE 3/8" SHIM SPAU 1/2- SHIM SPACE FRAME HEM7 A2 AS A4 A5 A2 AS i A4 A5 132 B3 134 135 B2 B3 C2 C3 C4 5 300 53,3 30.0 115.9 130D 1300 1300 33.3 49.13 Be 130.0 57.2 85.7 114.3 130.0 128.0 111.4 130.0 1 130 30, 130.0 130.0 130.0 130.0 130.0 82.4 i 109.9 1 mo 1.30Z 43.9 65.9 2TO 130.0 78.0 104.4 130.0 41.2 971.5 50.4 67.1 cn 54" 30-0 SEE SHEETS 5 AND 8 98-1/2 go 9.3 1300 1227 1130.0 130.0 102.9 3 co 30 130.0 77.0 89.5 59.7 119.3 130.0 1 130.0 130.0 082.8 im wis 30,k 73.2 109.8 1 130.0 0.0 11 8-46F NAL 0 ANCI.IQ.RS....A'YP.FS: SEE SHEET 8 FOR DESCRIPTION A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B4 = (4 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C4 (4 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D4 = (4 ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A5 = (5 ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B5 = (5 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION A6 =(6) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B8 = (6) ANCHORS TYPE •B' AT EACH SIDE OF JAMB AND MULLION CB = (6) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION A7 = (7)ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B7 = (7) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. TYP. 4"� TYP. 4"....! TYP. 4J TM li N ..._- (�'': ...... I :.__... -1if1 T�+T--I1d-f1I fFHi F ,�; m1 �TTIT1 T �--a 4- 3" L 3" Ty -p-, TYP. TYR TYP. A4-13.4, C4 A5,..-B5....C5 A.6...-B6._O6 A7. B •. ..• • • . . . •. • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • FL #27000 ANCHORS c 0 AH �.• V,VCENSB i- i 9 No. 70692 i S �rcwing no. 1 8-46F • • • • • • • • • • • • Sealed 04-20-18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR LOAD CAPACITY - PSF EXT.(+) 8 INT.(-) ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE •C' 1/4" MAX. SHIM NOMINAL. DIMS. 3/8" SHIM SPACE 1/2" SHIM SPACE 3/8" SHIM SPACE 1/2" SHIM SPACE 3/8" SHIM SPACE 1/2" SHIM SPACE ANCHORS TYPE 'D' WIDTH W O ---- FRAME HEIGHT A2 A3 A4 A5 7 A A3 A4 A5 H2 B3 B4 B5 B2 € H3 84 1 H5 C2 C3 G C5 C2 C3 C4 C5 D 2 > D3 D4 30" 44 2 88 2 - 88.1 34.6 I St B 69 1 86 4 49.0 73 4 97.9 . 122.4 38.4 157 6 76.8 96.0 83.5 124.8 130.0 130 0 65 9 98.9 130.0 � 130.0 125.1 130 O 130-9 36• _...... 36,8 ,.. 1110.4 55.2 73.4 92.0 28.8 _..., 43.2 .._ 57.6 72 0 .9.... .. 40.8 # 61.2 _.. ..... { 8',6 102.0 ._._ ...., 32.0 48.0 64.0 80.0 ...... _ 69.6 104.0 130.0 j 130.0 _.. _..._ 54.9 1 82.4 109.9 ._.... 1 130.0 104.3 ..... 130.0 , 130.0 42"120" ...... 31 5 ..,.. .... 47 3 62 9 78.9 24.7 37.0 49.4 61.7 ._... 35.0 5?.5 r 69 9 i 87.4 ._.. ...... 2Z4 I 41.1 154 9 68 6 ... .. 59.7. ` 89 1 i 119.3.130 0 47 1 70 6 € 94.2 .. 11 .7 89 4 _._... 130.0 48• 27 8 41 4 55 1 89.0 21.6 32 4 43 2 1 54 0 30.6 45 9 1 81 2 78 5 24 0 JB 0 148 0 ; 80 0 52 2 178 0 104.4 ['!,30.2_ 41 261.8 ? 82.4 107.0 78 2 '130.0 :117 3 130 0 54' 24.5 36.8 48.9 61.3 - .28.8 38.4 48.0 27.2 40.8 54.4 68.0 21.7 Jmm M {_W.�......__.,_„.,._......... 2.0 j 42.7 53.3 > .. _.__ 46.4 69.3.90.0 ( 90.0 36.6 54.9 73.2 90.0 69.5:90 0 - 90.0 30" _ . v I 6J. i B3 990.0 J2 9 49 q 85 8 B2 3 46.6 69.9 € 90 0 90 0 36 6 54 9 177 1 90 0 79.5 90.0 90.0 90.0 62.8 90.0 90 0 90.0 90.0 90.0 90 0 _ ,42 35.0 52.6 69 9 a7.6 .... 27.4 41.1 54.1) 68.6 ...__.. 1.36" 38.9 58.3 77'7 90.0 30.5 45 7 i 61.0 76 2 66 3 ; 90 0 90.0 90 0 52 3 78.5 90.0 90.0 90.0 90.0 90.0 4 2 726" 30 0 45 1 59 9 75 1 23 5 35 3 47 0 58 B 33.3 50 0 66 8 83.7 26 1 39.2 52 2 85 3 58 8:84 4 90 0 90 0 44 8 67 3 B9 7 90 0 85 1 90 0 90 0 45' j 28 3 39 4 52 4 65 7 20 6 30 9 41 1 51 4 2911 .1 43 7 58 7 72.9 22 9 34.3 45 7 57 1 49 7 74 3 90 0 90 0 39 2 5B 9 78 S 90 0 74 5.90 0 ` 90 0 54 23.4 35.0 ( 46.6 58.4 274 36.6 45.7 25.9 35-9 51.8 64.8 20.3 130.5 40.6 ( 50.8 44,2 66.0 88.4 90.0 34.9 52.3 69.8 87.2 66 2 90.0 90.0 30' 40 1 60 2 80 1 90 0 31 4 47 1 62 8 78.5 44 5 1 66 8 89.0 90.0 34 9 52.4 69 8 87 3 1. 75 9 90 0 90 0 90 0 59 9 89 9.90 0 90.0 90 0 90 0 90.0 36" ...__.... 33 5 ..._ .._ 50 2 66 7 83.6 26:2_ .39 3 52 4.65.5 __......_.:_____._.. 37.1 55 6 74.2 90.0 ..... 29 1 1 43.6 56 2 72 7 _.... _ 63 3 ? 90 0 190.0 90.0 49.9 74.9 90.0 90.0 90.0.90 _ 0 1 90.0 42" 132" _._. 28.7 _ .....z__ 43.0 57.2 1 71.7 22.4 ` 33.7 i ...... 44.9 56.1 ...... 31.8 47.7 -: 63.6 ( 79.5 _... ...__ .._ 24.9 37.4 4q.9 62.3 .. .. 54.2 '.. 81.0 90.0 90 0 ....4 . .�: 4? 8 64.2 85 6 90.0 81 2 90 0 90.0 48- 25 1 I 37.6 50.0 162.7 29.5 39.3 49.1 I, 27.8 41.7 55.6 69.5 21.8 1 72.7 43.8 54.5 47.5 70.9: 90.0 90.0 37.5 56.2 1 74.9 90.0 71.1 90.0 ' 90.0 30' 38A 57 .15, 76 6 190.0 JO t i 45 i , 60.1 75.1 42.6 63.9 B5.1 90.0 33.4 1 50.1 666 83.5 L 72.6 90.0 90.0 90.0 37 3 86.0 90.0 90.0 90.0 90.0 90.0 36" 32.0 .. 48 0 E BJ 8 BO 0 25 0 ( 37 6 , .. 50 7 62.8 ... ....... 35 5 5J 2 71 0 88 7 .... 27.8 41.7 155 7 69 6 80.5 90.0 90.0 90.0 47 8 71 7 1 90 0:90 0 90 0 90 0 90 0 42" 138" ...... 27.4 ...... 41.1 `. 54.7 68.6 .. , . 21 5 32 2 ..:. 42 B i 533 .... .. .._ 70.4 45,6_ 60 8.76.0 ..... .. _ 23.9 35.8.47 7 59 fi 0.0 90.0 90.0 40 9 Bt a 81 9 90 0 77 7 - 90 0 X90.0 48" 24 0 ...... 36.0 I 47.9 60.0 . - 28.2 :. 37.6 '. 47.0 26.6 39.9 53.2 66.5 20.9 31.3 41.7 � 52.2 _511.9:77.5 45.4 67.8 90.0 90.0 35.8 '.. 53.7 71.7 89.6 68.0 ( 90.0 90.0 30" 36 8 55 2 173 4 90.0 2B B 43.2 57.5 72 0 40.8 61.2 81.6 90.0 32.0 48.0 64*0 - 80 0 69.6 90 0 90 D 90 0 54 9 82 4 g0 0 E 90.0 90 0:90 0 90 0 38" 30.7 46.0 61.2 76.7 74.0 36 D 48.0 :. 60.0 74.0 51.0 66 0 85.0 28 7 I 40 0 53 } gg 7 58 0 86 7 90 0 90.0 68 7 90.0 90.0 B6 9 90.0 £ 90.0 42" 144" ..._.._ 26 3 I .... 39.4:52 4 85.7 20 6 30 B 4I 1. 51 4 ... .,_. 29. I 43.7 58.3 72.9 :.._ 22.9 34 .3 45.7 57.1 49.7 74.3 80.0 90.0 '45.8 39 2 58.9 78.5 1 90.0 74.5 90.0 900 48" ..... 23.0 .._ 34.5 45.9 .57,5 .._ - 27.0 ,.. 76.0 45 0 .... 25.5 38.3 51.0 63.8 ... .___. 20.0 30.0 40.0 50.0 .. ._� . _.... 43.5 1 65.0 87.0 90.0 1 34.3 1 51.5 € 687 85.8 65.2 90.O 90.0 ANCI.IQ.RS....A'YP.FS: SEE SHEET 8 FOR DESCRIPTION A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B4 = (4 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C4 (4 ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION D4 = (4 ANCHORS TYPE 'D' AT EACH SIDE OF JAMB AND MULLION A5 = (5 ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B5 = (5 ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION A6 =(6) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B8 = (6) ANCHORS TYPE •B' AT EACH SIDE OF JAMB AND MULLION CB = (6) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION A7 = (7)ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION B7 = (7) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED. TYP. 4"� TYP. 4"....! TYP. 4J TM li N ..._- (�'': ...... I :.__... -1if1 T�+T--I1d-f1I fFHi F ,�; m1 �TTIT1 T �--a 4- 3" L 3" Ty -p-, TYP. TYR TYP. A4-13.4, C4 A5,..-B5....C5 A.6...-B6._O6 A7. B •. ..• • • . . . •. • •• • • • • ••• • •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • FL #27000 ANCHORS c 0 AH �.• V,VCENSB i- i 9 No. 70692 i S �rcwing no. 1 8-46F • • • • • • • • • • • • Sealed 04-20-18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR MUUION LOAD CAPACITY-PSF 45 1/2 MAX ( DOOR WIDTH DOOR DOOR WIDTH • • . SEPARATE APPROVAL JAMB 7D2' Y :e --i. - 1�4D OR JAMA JDI JAMB 'JDI' JAMA 'JD3' JAMB 'JD3' SIDEUTE FRAME MULL MDI' MULL 'MD2 MULL 'MD3' MULL 'MD4 WIDTH HEIGHT EXT. (+) EXT. (+) EXT. (+) EM. (+) mCilE3 mcnes INT. (-) INT. (-) INT ( ) INT. ( ) 32 • 120.0 120.0 120.0 120.0 36 • 120.0 120.0 . _ 120.0 120.0 42 86-1/2 120.0 120.0 120 D 120 0 48 48 120.0 120.0 120 0 720.0 54 20.6 120 0 20.0 120.0 60 1 120.0 120.0 120 0 120.0 32 110-1/2 112.6 120.R !?O.D 120 0 36 107.1 120.0 120.0 120.0 ..... _99.7 120 0 90.0 _ 90.0 42 98-1/2 48 93.3 120 0 120 0 .120 0 54 114 87.7 120.0 116.1 120.0 32 7.9 .8 120 0 118.5 120.0 38 0-1/2 75+8 1 20 0 _ 112.6 120.0 42 70.8 113.8 104.9 1200. 106.3 98.2 1200. 48 90 0 681 MR GLASS 45 1/2" MAX' 45 1/2 MAX ( DOOR WIDTH DOOR DOOR WIDTH • • . SEPARATE APPROVAL JAMB 'JD2' I :e --i. - 1�4D OR JAMB 'JD1' JAMB 'JDI' JAMB 'JD3' D, OR �_ L✓ n aim E V - tt II 0 :yL MULL 'MD4 WIDTH 7 : + \ 1 s EXT. (+) INCHES 43 3/4' INT (-) f SIDELNE WIDTH '.. MAX. MAX: INTERMEDIATE "' SEE CHART 'CL TO CL DIM'' 1- HORIZONTALS OPTIONAL 87 1/2" MAX. -_ D OR ' II II I I 0 1 E ORS, p �/, Ilill a I 11 1� T II I -- -ly -- - I€ sInF11TF Wln N 85 3/4' MAX. DOOR MULLION LOAD CAPACITY-PSF 45 1/2 MAX ( DOOR WIDTH • • • • • • JAMB 'JD2' 1 - - :e --i. - U JAMB 'JD1' JAMB 'JDI' JAMB 'JD3' JAMB 'JD3' SIDELITB FRAME MULL 'MDl' MULL 'MD2' MULL 'MD3 MULL 'MD4 WIDTH HEIGHT EXT. (+) EXT. (+) EXT. (+) EXT. (+) INCHES INCHES INT (-) INT. (-) INT. (-) INT (-) 32 • 90.0 90.0 90.0 90.0 36 • 90.0 90 0 90 0 90..9- 0 042 4-2 98-1/2 90.0 900 900_ 900 _ _ 90.0 .... 48 90 0 90 0 ....... 90.0 _.--.. 54 87.7 90.0 1 90.0 90.0 32 79.8 90.0 90.0 90.0 38 110-1/2 75.8 ...._ 90.0 ....... 90.0 __.._.. 90.0 ... _ ...... 42 706 90.0 90.0 90.0 86.1 90.0 90.0 _ 90.0 48 32 7-2...6 90.0 90 0 90 0 36 114 89 1 90 0 909 90,01.1--.. 42 64.39 .... 0 ........ 90 0 90 0 ......... 48 60.2 90.0 90.0 90.0 32 62.3 90.0 90.0 90.0 36 120 59 2 "?0-o'-- 90 0 90 0 42 55 2 88 7, 89 1 90 0 48 51.6- 83 0 83.4 90.0 MR. GLASS DOOR-, SEE SEPARATE APPROVAL 45 1/2 MAX ( DOOR WIDTH • • • • • • • 1 - - :e --i. - U OR p OR • • • • • • • • • • • •• •• • • • •• •• ••• • 43 3/4" • i U W oi= ojz a p W.0 C21 13 12` h3\ X13) 13n (5� ice. 3A, ;'`s� I '?A�• • • • • i:51• }'.'�i1 I •,ani • • DOOR-YIIINDUWALL o I jI �=°� II • • TRANSITION MULLION„ r ms -L�' j >Si i /' � I i A I i'�` \` a4:•'L7CEN8F• it n NO.70592 JAMB JDI JAMB 'JD2 JAMB JD3 MULLJON'MDI' MULLION M112 MULLION MD'i• 090 • MULIJV 'MD4 • S N 4 S UJ"3 Jc 1 IN"4 SZ IN"3 ..... li I"..Sz IN } 1 IN-4!S.I IN -3_• li IN'•4 3x IN 3 IZ •N /•SZ 9iJ IN"4 x "�"��y�y'•3 • _. 70 -27226_ 10.6577 3.8057 , ALUMINUM 6.570 2.7226 6 7195, 1.2.8757 ! j10 8072.4 4788 ' ALUMINU]l . 6 7116 .2.6767 E AiUMINjjM • 71 5 jj,757•'•, (i • STF.FI _ 2.7506 1.1.2224: STEEL, 27606• 1 27•F (STEEL ...,_� R;753J 11.B 8 1• Q •1 OF j (crowing no ! TOTAL 14 5467,. TOTAL • TOTAL • •' ._I• �......• • OR101`.• "e 14 692 '.17 6041 • • ` • d ILUM+I Sfl%Z9 ,h ALUM+M51LX 29 _ I NUM +461L %19 "••••• �\ 18-46F FL #27000 • • • Sealed 04-20-18 • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR MULLION [AAD, CAPACITY - PSP DOOR MULLION LOAD CAPACITY - PSF 7j JAMB 'JD2' ..... JA►D) 'JD2' JAMB 'JDl' JAMD 'JDl' JAMB 'ID3' JAMB 'JD3' JAMB 'IDI' JAMB 'JDI' JAMB 'JD3' JAMB :JD NOMINAL DIMS. MULL 'MDI' MULL 'MD2' MULL. 'MD3' MUTA, 'MD4' NOMINAL DIMS. MULL 'MDI' MULL. 'MD2' MULL 'MD3' MULL 'MD4' ING91ttIF3 F5 INf YXT ) EXT +) EXT.(.) AM (WI) MM) :IR" HOOK DOOR NEONr EXT. +%(+ + r..(+ QEMEMwarty (MI) WNM f4z) 1tn,&1.AOOR HCIM INT PGE6 E✓ M- MIMt{Y CHSwMv1y ~ I O 30 I 900 900 900 . _ 900 30 i 84.6 900 900 90.0 Q 36 90 0 90 0 90.0 90.036 36 106 78.8 ,,,, 90.0 90.0 90.0 .. W V 42 90.0 90.0 90 0 90.0 42 i 73.4 90.0 90.0 90.0 Q ! Ie I 96 900 900 900 900 48 1 88.e 90.0 89.7 90.0 d ... .. .. _.�_ 54 + 90:690.090 0 90.0 30 j 88.2 90.0 90 Q .0 90.0 p. FC 8k 85.7 goo 90.0 90.0 J6 63.5 90.0 85.J 90 0 0 i 0 U� M, BS -3/4 - 114 98 -- --.90.0 -- I- 900 900 000 900 12 59.5 900 6_0.6 900 = ._ _... Jb i B6B 900 900 900 +� E_`_y 58.0 900 78.3 900 = aQ` g ... ... .... .7 2 102 B 15 90 0 90 0 90 0 JO 58.5 89.3 78.0 90 0 ` O 48 767 900 900 900 38 51.9 835 73.8 B80 O 20 rx $a 72.5 90.0 69.0 90.0 42 46.6 78 69.7 533 V) a a ...,, ... .. . .... ... .. 85-3 4 30 84 74.2 90 0 .BO 0 .............. 90.0 I 48 46.0 74.0 88.2 79.1 a j LL Z N 36 1 69.5 90.0 89.1 90.0 �,... ,,, 30 „_, 72.4 _ 90.0 ......90.0 90.0 3 .... ..._ ... _... _ _.... . _.. ._7 42 108 ,,,, ,,, 65 4 ...... 90 0 84 4 90.0 36 1 14 87.2 9O.o 90.0 90_0 ., Z Q F 48 3, 617 900 30.2 80.0 42 { 62.7 80.0 85.9 80.0 W - _ 30 60,2 900 81.7 90.0 48 58.8 90.0 81.1 90.0 I _.. _ ,.... .. _. ________.. 85-3/4 L 102 n 36 56 6 90.0 77"4 90 0 30 E 59.0 90.0 82.6 90.0 DO J Z m 114 ._. __...... ....._-.. 42 53 J 85 8 _ . _ 73 4 87 8 36 120 55.0 88.4 77 7 90.0 .._.. O o 4b 50.3 1 61.2 69.9 i6.i 42 51.5 82.e 73.J 87.7 1 30 _..._.__ 49 7 80.0 71.9 85.9 48 48.4 77.8 69.4 63 0j .._ . ...... O O 6. 1 S6 120 4.8 75J 681 BI5 30 63.7 90.0 90.0 900 Z I Iz 44 2 n z 64 e n 3e' s9 0 &o o as.7 eo o 3 .... .._ _.... ,.... ,..._...._._, 85 3/4 120 110-1/2 ___ _ .... MR. GLASS I. 48 41.9 67.5 61.7 73.8 42 55.0 60 4 80.4 90 0 _ - t 3 .._ t- _ _ _.. _....... .._. ....._ - DOOR Ac TRANSOM 30 { 90.0 90 o 90 0 s0 a 48 51.5 62.8 7s.7 90 0 SEE SEPARATE APPROVAL ..... .. .._. SEK F-� 36 1 900 900 900 900 N 42 102 86.6 900 900 900 i +8 81.2 90.0 90.0 90.0 i OO of ....... .... ._. ..... [ 54 765 ._... 900 900 900 '' --`•- m=` Vl i e S 79J 900 90.0 900 -_--;I E o 36 108 740 900 90.0 900 - I i I _ 42.. „# i 69.3 900 ..... 68.8 800 Email t�- IDf OR II / tl I X 1 !, I� ! w CL W { 85-3/4 48 --__ } 9U 65.2 90.0 84.3 90.0 / \ -112 Do 2 _ 0 3 839 900 856 900 w W -` I I✓ j: BIN j: \�I -" of = .. .. ........... V) '� 1 X J6 114 599 900 BO6 900_ _... __ _. _ ;�, 6' 3 .. _.. 90.0 76 B .,..,.... 90.6 '' I " ` (' % 0 ' 0 .: +6 531 854 72.7 669 ; q \ i t / X �,) �, :M E 30 52 4 84 2 74 89 1 I F, II \ / .... .. ... .... .. 3 ...., 120 I 492 705 42 {6 J 74.5 66 9 e0 0 - _ 1L==v t o 18._ 43.B ._ 70.5. .... - 53.6 "... 76.1 1 a t SISEEUCHA IT E WIDTH j BS 3/4" MAX, Iii v13j Iii ir3} t13) (W2) -. _.DOOR WIDTH (W1) 112: , ! ..... r'(71 DOOR WINDOWALL 6 ; s a :3A i,,., t 6 I,a 1 3A} ,6 ?-.n I 3A. i 5 ; I':a �3A'• • • • • •�5.'• (3/y .. o of • • }1,:,... ••• TRANSITION MULLION ;I _ i I (!6 ( € -�• a! i IJ] ,t \5, I `3Ai (• • • • ! v �•� • • • • - 1 111111 J f`... ,.3 ( 00 *go 0 00 JAMB JDl JAMB 'JD2' JAMB 'JDS' MULLION 'MDI'MULLION MD2' MUIJION 'MD3• • • • • MLIJJ(Y4 D4 • N0' - S 70592 Ix IN'•41Si IN J! IIx IN 415x IN J: 1 IN -4 SI IN J1 1 M 4.52 IN J Ix IN -4: SK IN -31 I,?!N 4>A SI II�3 _••• IN 4 Z '•3 : 1 .. 6.570 2.7228 I L10 6577 j, 3.8057 ALUMth•UM 6 570 : 2.7226 al ; 6 7195y 2 8757 , 10 8072, 4 4788{ ALUMINUM 6 71 �6 2.67 7. AjU M __• 2A. -In ,�6g 7 ••, 7506 1.2274 _ _ STEEL....... .. _2 ]1606. 1.231! 4TFE` _,_• • _7 1s6�8 LL� O T F J drawing - no .________ W ALU* TOTAL TOTAL • TOTAL • •) _ ��•• Ri.• ��\\� '� $ 46F ,1. MUM + I._m Z 19;14.642 11 ALUM + I. M x zX 17 6041, • • !� ��� v .: 4 5467 FL #27000 '.77 1 11 ?sheet 6.1of 121 ••• • • • • Jealea U4-ZU-lt5 ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOOR MULLION HILAD ANCHOR LOAD CAPACITY - PSY NOMINAL DIMS. 'C4' C5 6. ON 2) jw�r lmm Hoary INC : INCHES TRANSOM N 142 85.0 30 7T.0 90.0 60 70.4 Wk 90.0 76.4 SO i OR 48 65" a260 82.7 90.0 000 42 78.3 74.3 90.0 9010 900 90.0 48 70m8 88.4 96.6 go.0 90.0 9010 36 114 4A 69.0 67.6 90.0 90.0 85-3/4 48 102 64.4 80.5 9010 CHART 30 a4.1 48 1 773 90.0 30 42 102 60.7 90.0 85-3/4 90 69.4 88,15 90.0 515 114 73.9 83,5 90.0 75.3 900 90.0 aO.4 90.0 DOOR MULLION [LEAD ANCHOR LOAD CAPACITY - PSF NOMINAL DIMS. c4 6. TRANSOM N INCHES � INCHES INT., 30 76.4 SO i OR 48 65" a260 -SIDEUTE 48 30 74.9 9010 36 114 42 67.6 845 90.0 85-3/4 48 102 64.4 80.5 9010 CHART 48 1 773 90.0 30 60.7 90.0 °°° °° » � � °°'� ° 'C4' AT SILLAL&JUES AN.,ffOR;5_T.y,,E.S.° ss,m�o"p"=�,�" °° °:° °°° °°° °°° °°° C4~ w ANCHORS TYPE �mc�x mamn�n u�uo ° ° ° c^ -;» ANCHORS TYPE rmEACH SIDE vrDOOR MULLION °~° �° ° °°° � � ° °°° � 0 m~(�ANCHORS npE 'n'momoovcoru�m� ~ ° ° ° ° nuv° ALL OTHER ANCHORS mvcSPACED ASPER ELEVATION. °°°°° ° °°° ° °~° ° °° ° °° °° ° ° °°° ° ° ° TRANSITION MULLION ANCHORS FL #27000 �sheet 7 MR. GLASS TRANSOM SEE SEPARATE APPROVAL OR -SIDEUTE WIDTHSEE CHART °°° °° » � � °°'� ° 'C4' AT SILLAL&JUES AN.,ffOR;5_T.y,,E.S.° ss,m�o"p"=�,�" °° °:° °°° °°° °°° °°° C4~ w ANCHORS TYPE �mc�x mamn�n u�uo ° ° ° c^ -;» ANCHORS TYPE rmEACH SIDE vrDOOR MULLION °~° �° ° °°° � � ° °°° � 0 m~(�ANCHORS npE 'n'momoovcoru�m� ~ ° ° ° ° nuv° ALL OTHER ANCHORS mvcSPACED ASPER ELEVATION. °°°°° ° °°° ° °~° ° °° ° °° °° ° ° °°° ° ° ° TRANSITION MULLION ANCHORS FL #27000 �sheet 7 TYPIC -AI ANCHORS . .'.. ° EDGE DIST. ................ v TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING CAL ANCR OR$,. SEE ELEV. FOR SPACING y I TYPE 'A'- 1/4' DIA ULTRACON BY 'ELCO' (Fu -177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 1137 WOOD BUCKS INTO CONCRETE I. WITH 1-1/4' MIN. EMBED INTO CONCRETE -_....__..........._1. DIRECTLY INTO CONCRETE I WITH 1-1/4" MIN. EMBED INTO -GONG. W N Via; W Al Y I ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-1/2" MIN. J a 21 v INTO WOOD STRUCTURE = 1" MIN. ��� PN o _..... ......... ......... — .......... - - .. ..._._ ......._ . ...... TYPE 'B'- 114" DIA KWIK CON 11 BY 'HILTI' (Fu -163 NSI, Fy=157 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE 11 WITH 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE / WITH 1-1/4" MIN. EMBED INTO CONC. (1 ANCHOR EDGE DISTANCES J I INTO CONCRETE AND MASONRY - 3" MIN. ...._ L — INTO WOOD STRUCTURE _7" MIN. TYPE 'C'- ,5/16' DIA ULTRACON BY ' LCO' (F-177 KSI, Fy=155 KSI) vaiN'S INTO 2BY WOOD BUCKS OR WOOD STRUCTURES W,H WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE WITH 1-1/4' MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONC. ! ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY - 3" MIN. INTO WOOD STRUCTURE 1-1/4" MIN. TYPE 'D'- 1/4" DIA. TEKS OR SELF DRILLING SCREWS ST/ST (GRADE 5 CRS) INTO METAL STRUCTURES (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/6" 'THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) / (STEEL W CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES \ INTO METAL STRUCTURE 1/2" MIN. ___ _..... ........ _...... ... _... . ..___ ..... WOOD AT HEAD, SILL OR JAMBS SO 0.55 MIN. • • • • • • • • • ODMCRETE AT HEAD, SILL DR JAMBS Pc - 3DOO PSI MIN. • • -90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. 00 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL t STRUCTURES PIECE OR ONE PIECE HORIZONTAL INTERCHANGEABLE BETWEEN HEAD k SILL W' ry �a'i�gYg n ul,N—ci o 4:�i�rc L NVINO SEALANTS: ALL ME CONRS, JOINTS. pp,�11 LL,,�� EEAAJ11 GLAZING BEAD TOEFRAMj S`ALEE6WTTH ^ND .._ _� • • INTERIOR FINISHES ........ ........ ....................... ... ...• ........_•... ..• .............. !•...._�._.__'. .• • • • '- NOT 6r MR. c1A55 . WOOD BUCKS AND METAL STRUUiWtES NQT JJY +.S.:W&V, • • ILLUSTRATIVE ONLY MUST SUPPORT LOADS I&OSED•BY GLAZING SYSTEM AND j • • TRANSFER THEM TO THE BUILDING STRUCTURE. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,....,,,, �,10ENSF N0, 705A2 Z ~ ... Z 0 IL a �0� `wLL IL Z N 6 !� OF ab12r FL #27000 Sealed 04-20-18 drawing no. 18-46F 9 > rt � • t --- _ -- - i ' 7 W -..... _ . 1. °• / 61 4.3'} _"..... DlOPG____ EXTERIOR .__---_----"---.. FRAME WIDTH JAMB ANCHORS ANCHORED JAMBS _OPTIONAL .._.-DO NOT REQUIRE REINFORCING SEE ELEVATIONS FOR SPACING UNANCHORED JAMBS MAY REQUIRE REINFORCING SEE CHARTS 1/4" DIA. BOLTS WITH NUTS ALUM REINF. AT 8 FROM ENDS ALUM REINF. GAP(/�' SEE SHEETS 3 & 4 AND 18 1/2" 0 C MAX E SEE SHEETS 3 & 4 O FOR CAPACITY FOR CAPACITY 1/4' MIN. II f (� II II II 11 II 11 it - n ', 1 I ♦. r II \ II L----- n -- _. FINISHES -- NOT BY MR. GLASS ILLUSIRATNE ONLY DL. OPG 3/8 MAX. 3/8" MAX. SHIM SPACE SEE ELEY SHIM SPACE FOR SPACING SEE ELEV. JAMB ANCHORS n FOR SPACING I BY FOR SPACING • • f///1-'''1 WITHOUT REINF SHEETS 3 & 4 WSEE OOD BUCKS 000 00 I a \/ FOR CAPACITY 9 > rt � • t --- _ -- - i ' 7 W -..... _ . 1. °• / 61 4.3'} _"..... DlOPG____ EXTERIOR .__---_----"---.. FRAME WIDTH JAMB ANCHORS ANCHORED JAMBS _OPTIONAL .._.-DO NOT REQUIRE REINFORCING SEE ELEVATIONS FOR SPACING UNANCHORED JAMBS MAY REQUIRE REINFORCING SEE CHARTS 1/4" DIA. BOLTS WITH NUTS ALUM REINF. AT 8 FROM ENDS ALUM REINF. GAP(/�' SEE SHEETS 3 & 4 AND 18 1/2" 0 C MAX E SEE SHEETS 3 & 4 O FOR CAPACITY FOR CAPACITY 1/4' MIN. II f (� II II II 11 II 11 it - n ', 1 I ♦. r II \ II L----- n -- _. FINISHES -- NOT BY MR. GLASS ILLUSIRATNE ONLY DL. OPG 3/8 MAX. • •00 SHIM SPACE SEE ELEY FOR SPACING JAMB ANCHORS n .OPTIONAL SEE ELEVATIONS FOR SPACING • • • • • • f'f 000 00 I a D.L_OPG._ u y • • • • • • O • • • • • • • 1 • • • e V1/4 " MAX. tl�l ,SHIM SPACE A 4ft LL j SEE ELEV FOR SPACING I; 0 • q 0: 0 , p juIQ�� +y STRUCTURES O �j � th --- 0 I ac f t I; — 1°� a r JAMB ANCHORS t' ,� 0 OPTIONAL SEE ELEVATIONS Z FOR SPACING 3 is 3 1— 10 I "tom �I V) W a STEEL REINF. E3 IZ r) SEE SHEETS 3 & 4 m U � � R'No J. I I i • • • • • • •00 • • ' • • • • • • • f'f 000 00 D.L_OPG._ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ♦ )�'••' VOEN3F• i I No. TO6BZ J drawing �. no 'S'S `"0" �s�` 18 46F FL #27000 (sheet g of 12 • • • • • • • • • • • • Sealed 04-20-18 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ........_.._—_� F.B.C.APPROVED LARGE MISSILE IMPACT RESISTANT ZIS TRANSOM II I II 1 II I II I 1 j1 -- 11 ........ - D-1,.._G?G. WITHOUT REINF .____________.j SEE SHEETS 6 & 6.1 I \J FOR CAPACITY ( I S F.B.C. APPROVED ' LARGE MISSILE IMPACT RESISTANT DOOR I,Y-1411 � r/ I i C1 Ih ___J L +� �. __ =_-i c-----1 `.______._............_._LEAF_WIDTH,-.....___.._..-__—._...<.� STEEL REINF. CGl SEE SHEETS 6 & 6.1 / FrR riPArnY I 1 I I F.B.C. APPROVED LARGE MISSILE IMPACT RESISTANT DOOR ________ IV11 I I I 1 fir- ------------------- LEAFL -__a LEAF WIDTH D.L. _OP( i - -1n E I ' I I I I 1 I Le_1__i.. r- ° I I ANCHORS TWE 'C' ° --SEE SHEET 7 FOR CAPACITY ALUM REINF. _____._____--_ CG) SEE SHEETS 6 & 6.1 FOR CAPACITY I i I F.B.C. APPROVED 7 LARGE MISSILE IMPACT RESISTANT DOOR j 1 t � I u- i-------- - --- ----------7 L I 7pj____lI [ __.-..- ...._,_....�Sf ______________ ____. a I`2! LEAF WIDTH ' STEEL REINF. __--___-____� G SEE SHEETS 6 A 6.1 FOR CAPACITY / ----------- — i i I F.B.C. APPROVED URGE MISSILE IMPACT RESISTANT DOOR I 't • NI • I• • • - • • J{� •• •i • •1 • ••• • I rj \ I+ A • � I I• I P\ �I •� • • • • II • 11 11 •I • • • _sJ f �� • iT I�•II • • •'�� til • •' ° v • a ANCHORS TYPE 'C' SEE SHEET 7 FOR CAPACITY SEE SEPARATE APPROVAL FOR DESIGN LORI CAPACITY OF DOORS AND DOOR ANCHORS. LOWER VALUES FROM DOORS APPROVAL OR STOREFRONT SYSTEM CAPACITY CHARTS WILL APPLY TO ENTIRE SYSTEM. FL #27000 If— IYY�o Rto. 7068?. ti 5`I oearou vv -a- I o • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ri`'`g. O y 0LipC LL $gRpm 0y(i1 g�o a IL Z_ J I aWilg 1 � Iz Jv ';�r W O 00 : N J � 3 zi 1i r O J OW drawing no. 18-46F • • • • aealea U,4-cU-1 Q • •• •• • • • •• •• ••• • • • ••• • • ITEM N01 PART Ni MOER:QUANTITY DESCRIPTION MATERIAL I IdANF /SLPPIiBR/REMAKES ............. ........... 4.988 - ...---. _._ - I.. 188 ...:...I^-1.750 - ^{ i ..._._ G....... .r y � ` .�.._.� 1 ES8005 .. IA ES8007 - 2 i ES8004 3 7 68007 I AS REQD AS REQD AS REQD AS ftEOD HOLLOW FRAME HEAD/SILL .. OPEN BACK FRAME HEAD/SILL INTERMf01ATE HORIZONTAL FRAME JAMB/MULJOM fi005-TS .. _.v.._.._.., 6063 _T6 6063-T6 6005 T5 - . ___. -...._ - :......,.. _ .,. .. _ W d' LLj I a o; -- ` i' i! U U 1.750 3A AS REOD .............._ DOOR MULLIONV _._.,_....,,..,..,_._,....�._�._._._. .... ._..... ____,_..... 6005-T5 _.. 2 750 . If 4 ES8006 — 5 E58002 AS REQD IS RE00 GLASS STOP '__ _ _— _.._. __ MUWON SNPP-IN MATE- 6063-T5 6005 T5 — 6 �' ,r-�__,,,,_,,,,�,,,,,,,,,,,,y_, 9. _ .125 Typ' 6 E55603 AS REQD SHEAR CLIP 6005 T5 R1 x 7 g _....,. AS REQD INTERIOR BULB CASKET .... .. i WNYL VIMtL_ ,. .. jI .078 ' TYP 4.000 I C N M +' ...j n, 5.000 3.750 t(t E58009 AS REQD _ �. _—._.._L--_ 8A ES-801 IA AS RE00. _ 9 -33 SPACER/SItJCONE STOP- _ _....___ __. I BUTTON BUMPER W� .... _. ..... ...... ....... _ ........_.___. _'POINTS _. _ } SILICONE ._ . _..._ i_ DUROMETER 8545 SHORE A ....... __._ _-` - fD pE O 6CQ 8 �i O HOLLOW FRAME HEAD/SILL C--JYY. C l- J I S 10 1 X12 X 1-1/2'14/ 12 1 3 CORNER AS READ AS REQD �. 1B X 1/2 X 2 LONG SETTING BLOCK AT-1/4- }ASSEMBLY SCREWS PNSMS­11 MULLION STIFFENER MULLION REINFORCING CHANNEL POINTS 117117 EpDM STEEL 6005-T5 STEEL DUROMEfER 8515 SHORE A _ ,. G 0 ^ , ar yy N j q W 7 4� 4, Z Vl _ .. _.. .......4968 ........ ._.,, fr IIJ. _.. AS REQC. .. ...... .- _ MULLION REINFORCING BAR _ — t STEEL . .— �•- ----- -3.750 _ __..1_.__. ...I_ 'M1 2.750 h '.. 1.750 .� m 2.750 �JJ FRAME JAMB/MULLION --1,750— t# + 578.,:, �z.�� j— I 078 TIP. E 3.9B4 ............... 725 1.472 !. .. 253 T Z" i W ao �('' I I TYP. j�ONn n °0 OA OPEN BACK FRAME HEAD/SILL 044 TIP.IntJi 3 388 I 3.736 l 5000 ( 3.750 4.534 .124 -< v �- _ N o I .............. 4.968 .,: i..... 3.750 1.750 ji L578 A .�—.___._... ..... ....._�_-......... ...." `d. .206 - c .078...: TIP, ......... C� MULLION SNAP-IN MATE l / DOOR MULLION 1.000 @ STIFFENER ;4 _. v: V ) 1 -^:, 1f °a ;.-.._._._ ...._.. 3.984 _...._ ... _ .578 r V' .....� � r. • •' • • • b � INTERMEDIATE HORIZONTAL .156-- ^i [ -a 88 • ,, • • : : : 1 • � � • • 1 • • • ••• • • 41 • • • • • • 111!1 \\" Ilf7// N V > fi` �° 1 - 1 1.786 .^! �:...._... 3 736 3.229 4500 • • • 4.00• • • • • • • �} p. r4 7i r- �I �� 1.000 • • • • • • • • ` a�\CEN6�'7��` N0.70592 1,117 �� • • •• • • • .•. .•: B x ,5rll k • • • • • • • • • • • e ��'•, A drawing no. r1� • ,��i �8 46F GLASS STOP Cs� SHEAR CLIP STEE36REINMOIRCING �� FL #27000 �' �a.. \\\��i rshe • • • • aealea U,4-cU-1 Q • •• •• • • • •• •• ••• • • • ••• • • ,... ..,.,�. ._.. 5/8- X 1/0' ALUM PLATE -BENT TO MATCH JOINT i } SECURED WITH S8 SMS � PER SIDE OF JOINT (3) x 1 X 1/8- JI A5/i8 LUM ANGLE , ;...BENT TO MATCH JOINT aY,.. SECURED wRH /8 SMS (3) PER SIDE OF JOINT L i CIRCULAR OR ANGLED CORNERS /12 x PH SN I uuuN MULLION CORNER 12 % I/2" f' SMS A • • • • • • • • • RECT.SQUAIQ_� � CORRE 000 ••• • • • FL #27000 �i `� gyp'' �10ENSLc� �i N0.70892 / • • • • • • • • • • • Sealed U4 -2U-18 • • • • • • • • • • ••• • • • ••• • • �: of drawing no. 18-46F BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search bProdUCt Approval USER: Public User pr Product Approval Menu > Product orApplication Search > Application Lis!'. > Application Detail FL # FL25959 Application Type New Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Mr Glass Doors & Windows Inc. Address/Phone/Email 8120 NW 84th St Medley, FL 33166 (305)470-8284 ulises@mrglasswindows.com Authorized Signature Ulises Senaris ulises@mrglasswindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Javad Ahmad Evaluation Report Florida License PE -70592 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 08/27/2025 Validated By Ammad Riaz, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL25959 RO COI SS -Series MG -1100 Alum SGD (LMI-SMI)-CI 2017.pdf Standard Y= TAS 201 1994 TAS 202 1994 TAS 203 1994 Product Approval Method Method 1 Option D Date Submitted 01/26/2018 Date Validated 01/29/2018 Date Pending FBC Approval 01/30/2018 Date Approved 04/10/2018 Summary of Products FL # i Model, Number or Name Description _�- --- -- — - - -----a- -- - -- ---- - - ---- -- 25959.1 Series MG -1100 Aluminum Sliding Large missile impact resistant 3 -track aluminum sliding glass Glass Door door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-100 Other: See drawing 18-06F for span vs load combinations and installation details 25959.2 ! Series MG -1100 Aluminum Sliding Glass Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-100 Other: See drawing 18-16F for span vs load combinations and installation details Contact Us :: 2f The State of Florida is an AA/EEO employer. Qp.)Tj Installation Instructions FL25959 RO II SS -Series MG -1100 Alum SGD (IMI) -2017 DWG 18-06F.12 Verified By: ]avad Ahmad PE #70592 Created by Independent Third Party: Yes Evaluation Reports FL25959 RO AE SS -Series MG -1100 Alum SGD (LMI)-PAE 2017.pdf Created by Independent Third Party: Yes Small missile impact resistant 3 -track aluminum sliding glass door Installation Instructions FL25959 RO II SS -Series MG -1100 Alum SGD (SMI) -2017 DWG 18-1.6F.pd Verified By: ]avad Ahmad PE #70592 Created by Independent Third Party: Yes Evaluation Reports FL25959 RO AE SS -Series MG -1100 Alum SGD (SMI),—AE o17.1?d Created by Independent Third Party: Yes Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ff-7 91 lk—iafflA El 12 Credit Card Safe Sealed: 1/26/2018 ANCHOR LOAD CAPACITY - PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WINO ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 DETERMINE ODOR CAPACITY FROM TABLE ON SHEET 1 FOR THE GLASS TYPE USED. STEP 3 USING CHARTS ON SHEET 1 SELECT ANCHOR OPTION WITH DESIGN RATING MORE TWIN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL APPLY TO ENTIRE SYSTEM. SEE SHEET 8 TO DETERMINE MIN. AND MAX. GAP STEPS DIMENSIONS FOR UNANC+IORED JAMBS. THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 1100 L.M.I.) ALUMINUM SLIDING GLASS DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SWILL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE do ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. FL #25959.1 A- CONTRACTOR INSTALLATION TO BE OF THISESPRODUCT RFOR THE SELECTION, ESPONSIBLEE AND JTZ'.... ON THIS PRODUCT EVALUATION \\\\\Y\Y�-7(n1 X111 ..... PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONOn10NS DETAILED Y> 9F '•. ON THIS DOCUMENT. 9 -THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF NO 705M ALTERED BY ANY MEANS. C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED = {7 = ENGINEER OR ARCHITECT WHICH MILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER �• USE OF THE P.E.O. ENGINEER OF RECORD, ACTING AS A OELEGATEO ® ST ENGINEER TO THE P.E.D. ENGINEER SMALL SUBMIT TO THIS LATTER THE SITE Ot• ,. `� SPECIFIC DRAWINGS FOR REVIEW. �i�iy,�•.•,•,•, c�\�� D THE THIS SESSIONAL ESHALL NGINEER OTHE F RECORD THAT E AND TPPREPAREDD RS�UAN RE OF'/�///�IA`1;``\\\ I*'u go e11 7 t 0 I J u AR04OR TYPE ANCHORS 'A', 'H', C' k'n' DOOR DESIGN LOAD CAPACITY -PSF 9NM SPADE 3/8• SHIM 1/2" MAX. SHIM VERAGEFRAME PANEL WIDTH 0401ES DOOR NOW OHCNES STD. ASTRAL REINF. ASTRAGAL PANEL MgDI �S ODOR FRAME HEIGHT SBS a AN131oRe a wC60R9 a ANaR11a AT 1110. AT IM. a AM. STO,I HNI9 811L• INDS BNl OOTIDS Z o C Cly C ah a C PW1 0 C Q 4r11: c g5 Q GI _ II. 2 WWo J a tl a b g CLASS BS GLASS TYPES 'H' & 'Bt' GLASS TYPES •A' I 'Al' 'C' & 'CI' 'A' I 'AI' 007. (+) ENT. (+) EXT. WT. - INT. - M. - EXE.(+) INT.(-) - INT.(-) EXT.(+) IM.(-) 30 36 42 48 54 80 82-7/8 80.0 100.0 80.0 80.0 80.0 100.0 30 36 42 45 54 801 82_7/8 100.0 100.0 100.0 so.o 100.0 60.0 60.0 80.0 100.0 100.0 100.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 100.0 100.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 100.0 100.0 100.0 71.1 85.9 71.1 80.0 80.0 88.9 100.0 100.0 100.0 64.0. ., 80.0 - - 64.0 1 80.0 IOOA 100.0 100.0 30 36 42 45 54 80 84 _ 80.0 100.0 80.0 80.0 80.0 100.0 30 36 42 48 54 60 84 100.0 !00.0 100.0 80.0 100.0 80.0 50.0 80.0 100.0 100.0 100.0 100.0 80.0 100.0 80.0 80.0 80.0 toO.Q 100.0 100.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 100.0 100.0 100.0 71.1 88.9 71.1 50.0 71.1 88.9 100.0 100.0 100.0 84.0 80.0 - - 84.0 80.0 100.0 100.0 100.0 .,.. 0 10 � :3 2 o o _ Tn N2 U = c r Z K ppp � M a G " 2 Al N *0 3 v 0 o -ja m 30 36 42 48 54 - 60 90 SOO 100.0 80.0 80.0 80.0 100.0 30 36 42 48 54 60 90 1 100.0 100.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 100.0 100.0 100.0 80.0 100.0 80.0 80.0 8_0.0 100.0 100.0 100.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 100.0 100.0 100.0 71.1 8- - 71.1 88.9 100.0 100.0 100.0 - - - - 64.0 80.0 100.0 100.0 100.0 30 36 a2 48 54 60 99 80.0 100.0 80.0 80.0 80.0 100.0 30 36 42 48 54 Bo BB 100.0 100.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 100.0 100.0 100.0 80.0 100.0 80.0 80.0 80.0 100.0 100.0 100.0 100.0 _ 60.0 100.0 60.0 60.0 80.0 100.0 100.0 100.0 100.0 71.1 88.9 - - 71.1 58.9 100.0 98.7 100.0 - - - 64.0 60.0 100.0 86.8 100.0 30 36 42 48 50 52 54 56 102 80.0 100 .0 - - 60.0 100.0 3O 36 42 '� 50 52 54 56 102 100.0 100.0 100.0 _ _ 80.0 100.0 - 80.0 100.0 100.0 100.0 100.0 60.0 100.0 - - 80.0 100.0 100.0 100.0 100.0 80.0 100.0 - - 80.0 100.0 100.0 100.0 100.0 100.0 100.0 100.0 - - _ - 76.8 1 96.0 g C N u » C 100.0 95.4 100.0 - - - - 73.8 92.3 - - - - 71.1 88.9 100.0 92.9 100.0 - - - - 68.6 85.7 100.0 89.5 100.0 30 36 42 48 80 52 1 80.0 100.0 - - 80.0 100.0 30 36 42 48 50 52 108 100.0 100.0 100.0 80.0 100.0 - - 80.0 100.0 100.0 100.0 100.0 80.0 1_00.0 - - 80.0 100.0 100.0 100.0 100.0 80.0 100.0 - - 80.0 100.0 100.0 98.7 100.0 _ _ - - - 78.6 96.0 100.0 94.7 100.0 - - - - 73.8 92.3 100.0 91.1 100.0 30 3e 42 48 50 114 - - - 80.0 100.0 30 36 42 50 114 100.0 100.0 100.0 _- - - - 80.0 /00.0 100.0 100.0 100.0 - - - - 80.0 100.0 100.0 100.0 100.0 solo - - - - 76.8 960 100.0 89.7 100.0 „ 1 K 3 fr 30 38 42 48 120 - - - - 80.0 100.0 30 36 42 48 120 100.0 100.0 100.0 _ - - - 80.0 100.0 100.0 100.0 100.0 - - - - 80.0 100.0 100.0 100.0 100.0 - - - - 50.0 1 100.0 100.0 85.8 100.0 FOR INSTALLATIONS LIMIT ALL SEE SHEEP REINF. ASTRAGAL EXTERH)R(+) 5 FOR ONLY WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LOADS TO +76.7 PSF FOR 2-13/18' SILL HEIGHTS DETAILS IN CONFIGURATIONS THAT REQUIRE ASTRAGAL AVERAGE PANEL DOOR FRAME WIDTH WIDTH NUMBER OF PANELS drawing n0. 18-06F sheet 1 of T1 Sealed: 1/26/2018 U2 1/4' HEAT STREH'D GLASS 1/4' NEAT STREN'D GLASS 1/4' HEAT STREN'D GLASS �� 4 090" Interlayer 090' Interlayer 090' Interiayer ro SentryGlos Troaifol PVB Saflex Clear And Color Glass Z 4 By Kuraray Americo, Inc.' By 'Kuraray America, Inc.' By 'Eastman Chemical Co.' O h ,I 1/4" HEAT STREN'D GLASS 1/4' HEAT STREN'D GLASS 1/4' HEAT STREN'D GLASS m m ,e G4 G3 GS G4 : G3 8 y I I' O yp< G � ru CCS � �N SILICONE SILICONE SILICONE DOW CORNING 795 DOW CORNING 795 DOW CORNING 795 DOW CORNING 995 o DOW CORNING 995 �_ DOW CORNING 995 O 1 AT 1/4 POINTS ON UTES 1 AT 1/4 POINTS ON LITES 1 AT 1/4 POINTS ON UTES WIDER THAN 36' ONLY WIDER THAN 36' ONLY WIDER THAN 36" ONLY _ GLASS TYPE 'A' CLASS TYPE 'B' - GLASS TYPE 'C' d 9/16' OVERALL LAMINATED GLASS 9/16' OVERALL LAMINATED GLASS 9/16" OVERALL LAMINATED GLASS Q ro g Q � u .9 to 1/4' TEMP. GLASS 1/4' TEMP. GLASS 1/4' TEMP. GLASS z is L u. -3/8' AR SPACE 3/8" AIR SPACE 3/8' AIR SPACE = 14DO 1/4' HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 1/4' HEAT STREN'D GLASS R M 090' Interlayer 090' Interlayer 090' Interlayer sJ 00 rS SentryGlas Trosifol PVB So0ex Clear And Color Glass o jr! 3 By 'Kuraray America, Inc.' By 'Kurcray America, Inc.' By 'Eastman Chemical Co,' z 1/4' HEAT STREWD GLASS 1/4' HEAT STREN'D GLASS 1/4' HEAT STREN'0 GLASS V' N r� V SPACER SPACER SPACER N rb ALUMINUM ALUMINUM ALUMINUM m (6063—T5)(6063—T5) m (8063—T5) z i N G4 G3 G4 GS ] G4 - G3 SILICONE SCONE SILICONESILICONE -- — DOW CORNING 795 DOW CORNING 795 DOW CORNING 795 DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 g_ o c c t AT 1/4 POINTS ALL SIZES AT 1/4 POINTS ALL SIZES 1 AT 1/4 POINTS ALL SIZES w c B GLASS TYPE 'AlGLASS TYPE 'BI' GLASS TYPE 'CI 1-3/16' OVERALL INSUL. LAM. GLASS 1-3/16" OVERALL INSUL LAM. GLASS 1-3/16" OVERALL INSUL. LAM. GLASS �`` QJ• 'CEN '•'V''� •� GLAZING OPTIONS No 70592 k k �� •'•. S I drowing no. %�.' •..Rt m�.�.,�yy,���' 18-06F FL #25959.1 'fill NA�11��`��� sheet2 of 11 Sealed: 11262018 4� I, II ;� HEAD ANCHORS TYPE A. 8 OR C li II li V 3. 4• 4• I� 11 .c CLUSTER OF 6 OR 8 AT INTERLOCK/ASTRAGAL HEAD ANCHORS TYPE A. 8 OR C CLUSTER OF 4 AY o Ap TYP. TYP. -- II 11 1� 11 (SEE SHEET 1) \ ^ alo Z m �J I MEAD ANCHORS 'O kk ti '---� � � I _ 288' -- _� CL 0 U O U DOOR FRAME WIDTH d A C g� n 0 10 41 it �' % E H a aim JAMBS M x NOT ANCHORED 3i m ci W \xxJ \ ci N r W p �8 p SxSx c' 3 z g� 25 QXwm z C7 0 B D INi N FALSE MUNTIN 42' 42" OPTIONAL D.L.O. D.L.O. 50 1/8- 50 1/8" PANEL WIDTH PANEL WIDTH o j SILL ANCHORS 3" MAX. SILL /.LL'ANCHOR CORNERS 4• SILL ANCHOR TYPE •D' CLUSTER OF 6 TYPICAL ELEVATION TYPE V CLUSTER OF 4 of AT INTERLOCK/ASTRAGAL TESTED UNIT p o m fffY � c `11111111111f DAYLITE OPENINGS WIDTHS: PANEL WIDTH - 7.313" DAYLITE OPENING HEIGHT: No. 70582 PANEL HEIGHT -• 8.0" = 3 e PANEL HEIGHT = DOOR FRAME HEIGHT - 2.625" % _ '•, s7 S s drawing no. MAX. FRAME AREA OF S.G.D. SHALL NOT .• cy�; ' ... ��'' C9`�`� 18-06F EXCEED FRAME AND PANEL AREA OF TESTED UNIT PER FfiC REQUIREMENTS. FL 25959.1 �'��i`®.. 11`'1``` # flf sheet o 3 t 11 li 1. I, II Sealed: 1126r2018 I, II ;� G li II I 1 n I� 11 .c d n li 11 tet====rhr== II 11 1� 11 is /= 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPM4OSES ONLY. 2. FOR APPUCABLE DESIGN PRESSURES SEE INSTRUCTIONS IN SHEET 1. 3. FOR ANCHOR DETAILS SEE SHEETS 5 AND 6. 4. DOOR CONFIGURATIONS SHOWN WITH SM. ASTRAGAL ONLY. USE REINF. ASTRAGAL AS REQUIRED SEE SHEET 1 FOR CAPACITY AND SHEET 7 FOR DETAIL E XXX (SHOWN & REVERSE) xxo oxx a LIE - MM . i�,►k p. APPROVED CONIFIGURATIONS RID FL #25959.1 I aNlill� 8.... t .. Sealed: 1/26/2018 i TYPICAL IN CLUSTERS 7ELEV. FO TRY OR 2BY WOOD BUCK = ANCHORS TYPICALIN CLUSTERS SEE ELEV. FOR SPACWG HEAD ANCHOR CLUSTERS AT INTERLOCK AND ASTRAGAL LOCATIONS CAN BE INSTALLED IN UNE AT CENTER TRACK OR IN PAIRS AT EXTERIOR AND INTERIOR TRACKS SEE SHEET 3 FOR SPACING �1�v 4 c I Z g EDGE DIST. MIN., rr. r... 8 af' m 1: •� .. .... .................. ....... CONCRETE ° .. d . • �Q;•' VCEN 3� F, y7j ya a lV ( NN .d 3=i H NN —.® .• �.` EDGE GIST. CONCRETE .; KSI WN. gip®' S % •' ORID�`.•' G,\�� Q ; Fi Q a v C ITYPICAL N CLUSTERCHORS SEE ELEv. ''SS�"R►Al. -5 FOR SPACING FL #25959.1 N IIIILI sheat of 11 Sealed: 1/26/2018 e t: 1 S1 C C NIJ 7 Q�°Ip ��c 1 G Y A 0 C 0 OOo D 0-1� , � g 1 GS ($p E2 E2 E6 Ll t� i WEEPHOLES: W1 = 1/4" X 1-1/2" LONG WEEP HOLES AT 5" N FROM EACH END AND 7" O.C. i W2 = 1/4" X 1-1/2- LONG WEEP HOLES � 3 a ul a (4) AT MOV. PANEL AT 7. O.C. Z`b 0p 0 0 I I N W x m iC J GZi Gi J o �mfk' O O B E9 G1 �� rnN D Wi Et \tea 21n sl «=€ =ten a; �P '::::: t :::::::•:::. :.....:::: '::: •.::: ' . CORSI NCRETE.' " POURED h HARDENED 3 M1N.' HIGH STRENGTH GROUT . , i NON -SHRINK, NON-METALLIC Yc - 5000 PSI MIN. EDGE DIST. 4 1/4' I ►MU 1 ST TRANSFERS HEAR TO STRUCTURE W1 W2<ZITN PI LL ANCHORS CLUSTERS SEE ELEV. L X f In n rr. r... •� .. .... .................. ....... CONCRETE ° .. d . • �Q;•' VCEN o KK5SI1 3 .'►DN•` 1 •.. No. 70502 L EDGE DIST. 4 1/4- MIN. —.® .• �.` $ gip®' S % •' ORID�`.•' G,\�� drawing no. 1 8-06F ITYPICAL N CLUSTERCHORS SEE ELEv. ''SS�"R►Al. -5 FOR SPACING FL #25959.1 N IIIILI sheat of 11 Sealed: 1/26/2018 WOOD STRUCTURE R TYPICAL ANCHORS IN CLUSTERS SEE ELEV. FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING r - AT HEAD — 1 TYPE 'A'- 18' X-2-3—/4' ULTRACON BY 'ELCO' (Fu -177 KSI, FY -155 KSI INTO WOOD STRUCTURES 1-7/8" MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY BUCKS INTO CONCRETE ED1-1 ' MIN. EMBED INTO CONCRETE §(18' X 2-3/4' ULTRACON BY 'FICO' (Fu -177 K51. FY -155 K51) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED G�) 5/18' DIA TEKS SELF DRILLING SCREWS (GRADE 5 CRS) I "C INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy a 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) L — -- — — AT SILL — — — — — TYPE 'D'- 5/16' DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE — 1-3/4" MIN. EMBED_ — _ — — — J ANCHOR EDGE DISTANCES INFO CONCRETE AT HEAD/SILL 1-3/4' MIN. INTO WOOD STRUCTURE 1-1/4- MIN. INTO METAL STRUCTURE 3/4' MIN. WOOD AT HEAD SG - 0.55 MIN. CONCRETE AT HEAD. SILL f e - 3000 PSI MIN. CLUSTERS ELEV. i SPACING METAL STRUCTURI 1/8' THK. E CLUSTERS ELEV. i SPACING HEAD ANCHOR CLUSTERS AT INTERLOCK AND ASTRAGAL LOCATIONS CAN BE INSTALLED IN LINE AT CENTER TRACK OR IN PAIRS AT EXTERIOR AND INTERIOR TRACKS SEE SHEET 3 FOR SPACING to 14aV Q h n W h `S Q�Nn GG7y a W( C �C 0 4 b LLZm v N � � m = g z ,y Lu h 20 � co o � ao � � N W 70020 �� Y.•' • GEN � ' T _ No. 70582 S drawing no. FL #25959.1 "S��AL �`��� sheet 6 of 11 TTI I11t Sealed: 1/26/2018 C) OSTD. ASTRAGAL nG EE m%ftV PhZ q� g 011 mH SPP P CY of 04ji UP 2 SHEET 8 /14 X 2-7/8' FH SDS AT 5' FROM ENDS AND 11' O.C. EXTE OG REINF. ASTRAGAL SEE SHEET 1 FOR CAPACITY No.70592 ST • • drawing ` no. 1 8-06F FL #25959.1 ��ii AL1`��� ehaet —7-f 11 Seated: 1/280018 Sealed: 1/26/2018 a� O m IZY Z •R a nQ4 � 4 /10 X 1FH SMS $ O(2) PER CLIP H Gp 0 EL7 c1 4 rr OS 1 J V a 12 SILICONE DOW CORNING 790 DEPTH - 3/8' MIN. MIN, k MAX. MAX. DOOR FRAME WIDTH GAP SEE CHART BELOW MAX. FRAME GM o_ - HEIGHT MAX. m �1/4- 90' 3/4'108' u 3/4' 120" 3/8' 3/4' u O .W NOTE:`��• J. ........ MAX. MOVEMENT CONSIDERED-100[ STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION 'p'� '•- �: 1 I MANUAL FOR COMPATABILTTY OF SEALANT TO SUBSTRATE k WINDOWALL No. 70592 - n MATERW./FWISH AND COMPLIANCE FOR WARRANTY. _ �} REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. 'Q ••• o ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. P O'., BT ��i�s1 ••� OI''•�C9��` drawing no. GAPS LESS THAN 1/4' MAY BE DESIGNED BY ENGINEER OF RECORD BY THE USE OF BOND BREAKER TAPE OR 159 OF CAP ALLOWED MOVEMENT.FL �7S�U�AL 18-06F #25959.1 Sealed: 1/26/2018 ----- 8.271 --� 100 51 1.527 1.74 � 7 1I�I I F� 1.550- - 1.250 F�- E1 FRAME HEAD/SILL -�{ 1.467 �- 125 �-41If2 .075 I2.625 .500 `- J FRAME COVER (. 1 JAMB COVER FRAME JAMB 1.266 1 658 - L .209 ---T — 75D .070 i PANEL RAIL/STILE 1 805 -moi .125 2.492 2.635 I�. —2.412-1 1) PANEL INTERLOCK 055 241 i .840 M °) INTERLOCK COVER -y 1.370 41} 2 I 628 TRACK .452 1.000 1.547 )D 3.633 .080 L E14 SILL RISER LOCK RECIEVER .657 1.7� 7 .06 1.135 GUTTER CORNER KEY jam- 2.000 -y .750 2.750 k^'j ALIGNMENT CORNER 855 .950T0-0�1 .073 L E11 GLASS STOP (LAM. GLASS) FIXED PANEL CLIP I (E5) SILL COVER I (E10) REINF. ASTRAGAL I (E13) STD. ASTRAGAL I FL #25959.1 \ tl .. N0.70602 Sealed: 1/26/2018 � 1 drawing no. 18-06F ITEM 0 PART / QUAN7TTY DESCRIPTION MATERIAL NOF./SUPPLIER/REMARKS El E-1101 2 FRAME HEAD/SILL 6063 -TO - E2 E-1008 AS READ. FRAME COVER 6083-1`5 - E3 - AS READ. JAMB COVER 6063-T5 - E4 E-1102 2 FRAME JAMB 6063 -TO - ES E-9006 AS REOD. SILL COVER 6063-T5 - E6 E-1010 AS READ. PANEL RAIL/STILE 6005-T5 - E7 E-1011 AS KOO. PANEL INTERLOCK 6005-T5 - ES E-1018 AS REQO. INTERLOCK COVER 6063-T5 E9 E-1007 1/ MOM. PANEL TRACK 6083-T5 - EIO E-1013 AS READ. REWF. ASTRAGAL 6005-T5 - Ell E-9001 4/ PANEL GLASS STOP (LAM. GLASS) 6063 -TG - E12 E-1016 AS REOD. GUTTER 6083-T5 - E13 E-1012 AS REOD. STD. ASTRAGAL 8005-T5 - E14 E-1014 AS REOD. 3-5/8' SILL RISER 6083-T6 - E16 E-1021 3/ PANEL FIXED PANEL CUP. AT 17' FROM ENDS Al 40' O.C. 6063-75 EACH FASTENED WITH (2) /10 X 1' FH SMS G7 W71325NK AS REOD. TRI FIN PILE W STRIPPING - ULTRAFAB G2 - AS READ. _ COMPRESSION GASKET EPOM DUROMETER 70*5 SHORE A G3 GIO-03 AS REOD. OFFSET GLAZING CASKET SANTOPRENE DUROMETER 7015 SHORE A G4 GIO-04 AS READ. WEDGE GASKET EPDM DUROMETER 7015 SHORE A G5 GIO-OB AS REOD. AIR SEAL GASKET SANTOPRENE I ULTRAFAB G6 GIO-08 AS REOD. INTERLOCK GASKET POLYPROPYLENE ULTRAFA9 GB - - 1/4' THK. FOAM PAD POLYETHYLENE - G9 GIG -09 - AIR SEAL BRIDGE AT INTERLOCK POLYAMIDE - G10 - - AIR SEAL BRIDGE AT MTG. STILE POLYAMIDE Gil - AS READ. SETTING BLOCKS EPOM DUROMETER 8035 SHORE A Al _ A10 -O7 - ALIGNMENT CORNER 6083-T5 - A3 E-8005 - CORNER KEY 6063-T6 - L1 LIO-01 - 2 POINT MORTISE LOCK k HANDLE - INTERLOCK L2 PSOI-7102 - 2 POINT MORTISE LOCK & HANDLE - INTERLOCK L3 PSOI-1005 - ADJUSTABLE STRIKER - INTERLOCK L5 E-1017 - _ LOCK RECIEVER 6083-T5 - Ml M10 -10A PANEL ROLLER ASSEMBLY AT 9' FROM ENDS ST. STEEL/ACEI FASTENED WITH (2) 12-24 X 3/4' PH MS M6 MIO -06 _2 AS REOD. PANEL GUIDES NYLON - M7 MIO -07 AS REOD. PANEL GUIDES NYLON - S1 #12 X 1 1/2' 4/ CORNER FRAME ASSEMBLY FASTENERS ST. STEEL jHwH SDS S2 10-24 X 1/2' AS READ. WTERLOCK FASTENERS. AT 8' FROM ENDS AND 12' O.C. ST. STEEL PH TC MS S3 #8-18 X 1/2' AS RECD. LOCK RECIEVER FASTENERS AISI 304 PHILIP PH SMS S4 /10 X 1/2' AS REOD. PANEL ASSEMBLY FASTENERS ST. STEEL I FH SMS SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. z m O h LOCKS : ; 6 SURFACE MOUNT METALLIC THREE PLY DUAL HOOK LOCK AT 38-1/2' FROM BOTTOM FASTENED TO LOCK STILE WITH (2) 10-24 X 1/2' FH TC MS yy�1 SURFACE MOUNT METALLIC HANDLE AT 38-1/2' FROM BOTTOM Q FASTENED TO LOCK STILE WITH (2) 8-32 X 2-5/8' FH MS VV pp cyo Z 17 SURFACEMOUNT METALLIC KEEPER FACING LOCK AT 38 1/2' FROM BOTTOM ASTENED WITH at O d (1) #14 X 2-7/8' FH SDS AND (1) 12-24 X 1/2' PH MSIL 4= FL #25959.1 Z v � N m g ��A 0 3 ~ z 'Vr lJ � �aDMo n 3 Z m f50-3� N O SEN, M L 4 No. 70582 = n p � drawing no. ....... °" ®.�'` 18-06F Sealed: 1/26/2018 M /�`` • "CEN N0:92 FL #25959.1 Seated: 1/26/2018 n , drawing no. 18-06F 1/4" HEAT STREN'D GLASS 090' Interlayer SentryGtae 'Kuraray 1/4' HEAT STREN'D GLASS 090" Interlayer Trosifol PVB 'Kuroroy 1/4" HEAT STREN'D GLASS 090" Interlayer Sofbx Clear And Color Gloss 'Eastman tjAka LL " Z m By America, Inc.' By America, Inc.' 8y Chemical Co,' 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 1/4' HEAT STREN'D CLASS S ggI U Z 2 a1 NNNN G4 i G3 G4 G.3 Y G3 Ol SILICONE DOW CORNING 795 SIUCONE DOW CORNING 795 SILICONE DOW CORNING 795 4 DOW CORNING 995 p DOW CORNING 995 p DOW CORNING 995JU z J O 1 AT 1/4 POINTS ON UTES 1 AT 1/4 POINTS ON L.ITES 1 AT 1/4 POINTS ON UTES aa�f� WIDER THAN 36' ONLY WIDER THAN 36" ONLY WIDER THAN 36' ONLY GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE 'C'i 9/16" OVERALL LAMINATED GLASS 9/16" OVERALL LAMINATED GLASS 9/16' OVERALL LAMINATED GLASS y— o � 3 8 2 Ca 1/4" TEMP. GLASS 1/4" TEMP. GLASS 1/4" TEMP. GLASS i 3/B' A62 SPACE 3/6" AIR SPACE 3/B" NR SPACE i 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS 0�' Interlayer 090' Interlayer 090" Interlayer � n o a SentryCloa 'Kuroroy Troaifd AVB 'Kuroroy Safbx Clear And Color Glass 'Eastman g 3 By America, Inc.' By America, Inc.' By Chemical Co.' 1/4' HEAT STREN'D GLASS 1/4' HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS �n N SPACER SPACER SPACER Ln 200 2 ALUMINUM (6063—T5) ALUMINUM (6063—T5) ALUMINUM (6063—T5) G4 G3 z C4� z C4 i h G3 h v SIUCONE v SILICONE V SILICONE — DOW CORNING 795 DOW CORNING 795 DOW CORNING 795 c DOW CORNING 995 DOW CORNING 995 DOW CORNING 995 17zYJ I I I 1 7 AT 1/4 POINTS ALL SIZES 1 AT 1/4 POINTS ALL SIZES • • • • • 1 $T 14 V%p A=L IZE% • • m o GLASS TYPE 'Al' GLASS TYPE 'HI' 0C1AS%:T1pZ(*1' i i06 •• ``t111111tlfl/r//// 1-3/16" OVERALL INSUL LAM. GLASS 1-3/16" OVERALL INSUL. LAM. GLASS 1-1/V C&OA INSQL.• LAM. LASS'•• • • ��� JP :. M, 1?GeN � GLAZING OPTIONS • 0:0 • • • • `fir Na 70592 = k • • • • • • • • • • S'T drawing no. . .. Lo►. ��:' 18-06F FL #25959.1 ///At�' sheet 2 of ) ) • • • • • • • • • • • • Sealed: 1/26@016 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3' rP 1 I— ff I r v� HEAD ANCHORS TYPE A. 8 OR C CLUSTER OF 6 OR 8 AT INTERLOCK/ASTRAGAL (SEE SHEET 1) HEAD ANCHORS TYPE A. 8 OR C CLUSTER OF 4 HEAD ANCHORS 4" SILL ANCHOR TYPE 'D• CLUSTER OF 6 AT INTERLOCK/ASTRAGAL DAYLITE OPENINGS WIDTHS: PANEL WIDTH — 7.313` DAYLITE OPENING HEIGHT: PANEL HEIGHT — 8.0" PANEL HEIGHT = DOOR FRAME HEIGHT — 2.625' MAX. FRAME AREA OF S.G.D. SHALL NOT EXCEED FRAME AND PANEL AREA OF TESTED UNIT PER FBC REQUIREMENTS. JAMBS NOT ANCHORED 0 Z Ok fall a 210 U Z `5 U1 U1 6 co C S 3 4 Y Lj � OD 2 • • • • • • • • • • C • Sealed: 1/26/2018 — i SILL ANCHORS /SILL TYPICAL ELEVATION • ANCHOR TYPE •D• CLUSTER OF 4 •• • • •• •• TESTED UNIT •• ••• • • • • • •• 0 • • • s • • • • • • • • • • • • • • • • YYY 111111 4 DAN, •• ••• i! • • • •• `�\ yr ,��i� XAEN N • • • 000 • • • • *06 000 • • t • • • • • • • • • • • •, 8T �� Browing no. �'�iS�oPdA`1E� FL #25959.1oil sheet 3 of 11 • • • • • • • • • • • • Sealed: 1/26/2018 • •• •• • • • •• •• .0 o- 4 - XXX XXX (SHOWN k REVERSE) XXO OXX -e a a �? % % XXX -0 (SHOWN h REVERSE) O—XXX XXX—XXO (SHOWN k REVERSE) OXX—XXX xXX—XxX �OXX—XXO APPROVED CONFIGURATIONS NOTE: U 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES SEE INSTRUCTIONS IN Z a n SHEET 1. Q kk w 3. FOR ANCHOR DETAILS SEE SHEETS 5 AND 6. Gl 4. DOOR CONFIGURATIONS SHOWN WITH STD. ASTRAGAL ONLY. p� USE REINF. ASTRAGAL AS REQUIRED o SEE SHEET 1 FOR CAPACITY AND SHEET 7 FOR DETAIL. U � Z g n W H �W,t0 V) M SZ n � C) N O v moo • a • • • a • • • • • • • • • • • • • • Seeded: 1/26/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • •• • • • • ••• • o o No. 70692 • • • • • • • • _ • • • • • • • • • • drawing no. s • •• • • • • • • • • ��'•., • %acs'' •... �! (18-06F FL #25959.1 • • • • • • • • • • • • Seeded: 1/26/2018 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANC14ORS 4 IN CLUSTERS IN CLUSTERS HEAD ANCHOR CLUSTERS AT INTERLOCK AND ASTRAGAL LOCATIONS :SEE ELEV. 18Y OR 28Y SEE ELEV. CAN BE INSTALLED IN LINE AT CENTER TRACKFOACINGWOOD BUCK FOR SPACING OR IN PAIRS AT EXTERIOR AND INTERIOR TRACKS I z SEE SHEET 3 FOR SPACING Z m N &Z q� m ri EDGE DIST. 5 5/8' MIN.. N 'a: "e; J4 yew EDGE DIST. CONCRETE i a N46 N •< d� •4 • •4 • H6 N .3. KSI MIN. St C i CS I __-___ _J _ E2 E2 I — E8 - WEEPHOLES: — Wt = 1/4" X 1-1/2' LONG WEEP HOLES AT 5" ,n FROM EACH END AND 7" O.C. Z � ! ! W2 = 1/4' X 1-1/2' LONG WEEP HOLES a110 a (4) AT MOV. PANEL AT 7" O.C. is w X01 C3 0 = W = t : 2 CCQrno w 14 x W = W `8' n x J d 4 J a o W !! s Y4= o i i i i Kew I i I I I I I I Uri , T -- c © W1 ES G1 E1 m v g aS' a ii O ES �, H 1x ow S, �g ��n • FA • WO H C .VN �O • • • a . ug C CRETE. •:.� , ^ .'. POURED h HARDENED ETE , 9 ' • `••'I m 0(� (�—•�- COIR J� • �. cl� 3 kSl MMS .t .a' %• HIGH STRENGTH GROUT iV l 3 KS`I,'MIN.'' .s • N n NON -SHRINK. NON-METALLIC I •. All 0. 70582 - Fc - 5000 PSI MIN. _ EDGE DIST. 4 1/4' NOT BY MR. GLASS • • AGE DIST. 4 1/4' MIN. v rt MUST TRANSFER SHEAR • • s • • • �'• _ S LOADS TO STRUCTURE • • 0 Browing no. • • • • • • • • WI -/W2 TYPICAL ANCHORS . •. :. • • • . • . • ICAL ANCHORS %•,.'• OR1OQ.•'' ���` 18-06F IN CLUSTERS • • • • • • • • • • �N CLELESTEV RSSEE FOR SPACING • • FOR SPACING FL #25959.1 Sealed: 1/26/2018 ••• • • • • ••• • ••• • • • •• •• R ET --mm1I. D11TI;f4 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING r I TYPE 'A'— - AT HEAD — 5/18" X 2-3/4" ULTRACON BY 'FI('D' (Fu -177 KSI, Fy-155 KSI • • ••• . . INTO WOOD STRUCTURES • 1-7/8" MIN. PENETRATION INTO WOOD ••• THRU 19Y OR 2BY BUCKS INTO CONCRETE • 1-1/2" MIN. EMBED INTO CONCRETE TYPE 'B'- S/18" X 2-3,64* ULTRACON BY 'ELCO' (Fu -177 KSI, FY -155 KSI) DIRECTLY INTO CONCRETE 1-3/4" MIN. EMBED TYPE 'C'- ,5/16" OL4. 7EKS SELF DRILLING SCREWS (GRADE 5 CRS) INTO F.B.C. APPROVED MULUONS • OR • • INTO METAL STRUCTURES • • (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS • ••• ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) •• STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) — (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) — 'D'- — — AT SILL 'ELCO' TYPE ,5/16" DIA. ULTRACON BY (Fu -177 HSI, Fy_155 KSI) • DIRECTLY INTO CONCRETE — 1-3/4" MIN. EMBED— — — — — — — ANCHOR EDGE DISTANCES INTO CONCRETE AT HEAD/SILL - 1-3/4" MIN. INTO WOOD STRUCTURE - 1-1/4" MIN. INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD SG - 0.55 MIN. CONCRETE AT HEAD, SILL f'c - 3000 PSI MIN. P IN CLUSTERS SEE ELEV. FOR SPACING METAL STRUCTURES 1/B" THK. --------------------- ---------------------- 11 F.B.C. APPR'D MULLION j SEE SEPARATE APPROVAL 11 II TYPICAL ANCHORS IN CLUSTERS SEE ELEV, FOR SPACING HEAL ANCHOR CLUSTERS AT INTERLOCK AND ASTRAGAL LOCATIONS CAN BE INSTALLED IN LINE AT CENTER TRACK OR IN PAIRS AT EXTERIOR AND INTERIOR TRACKS SEE SHEET 3 FOR SPACING ••• •• ••• • •• .. ... • • • • .• • • • . • • ••• . . •• • .. • • ••• ••• • • • • ••• • • • • ••• • • • • • • • • • • • ••• •• • •• • • • •• •• • • ••• • U � Z � i n I c w N t0 Q N M M a0000o J 8 3 C z-� NO.708B2 � n drawing no. ��''• AOT;. •' \��` FL #25959.1 s�®nrAl eh 8-06F r/111I11A 6 of 1 1 Sealed: 1/26/2018 Sealed: 1/2612018 ••• • • • • ••• • • •• •• • • • •• •• ••• • • • ••• • • ■ T.•�� T � �T -- mil I■ �ll�n�' MOR IMP" www I F- 0. EXTERIOR .a• PANEL VnDrH O I _ Sealed: 1/2612018 ••• • • • • ••• • • •• •• • • • •• •• ••• • • • ••• • • /10 X 1" FN SMS O (2) PER CLIP H n SILICONE DOW CORNING 790 DEPTH - 3/8' M. MIN. h MAX. MAX. FRAME GAP HEIGHT MIN. MAX. 108' 120' •• ••• • • • • • •• • •• • • • • ••• • NOTE: •• •.. •. . . . .•• MAX. MOVEMENT CONSIDERED -1001 STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION MANUAL FOR COMPATAMLITY OF SEALANT TO SUBSTRATE k WINDOWALL MATERIA N1IS )W4 COM E FOR �/IARRA M REFER fO SCI -115-10 FORPTRUF110N TOIERANI£S. • ALTERTtA %EALARIS AT JAMB GAPS IAN �E • • • ENGINIPQF REL%W WSED ITL M NUFALIR GU 111 GAPS LEGS THAN•114' MAY 6E5It�D• BY ENGINEER OF•RE01RD BY • THE USE OF BOND BREAKER TAPE OR T5Tt OF GAP *LLOWED•MOVEMENT. • • • • • • • • • • • • • • • :0: : • • • •• • •• • • • • • • • • • • • • N0.70592 drawing no. 18-06 FL #25959.1 ��iiS�1 Jill11�1`�`� sheet 8 0f11 Sealed: 112612018 8.271 .100 T� 1.527 1.747nj 2.638 .417 F,110 I 4.000 4.374 .452 II0 1.173 1.54 1.000 Z n CIO p h F �d Q o. I I I 3.050 4.374 2.21 3.633 4--1.350--I 1.250 I-- Et FRAME HEAD/SILL II II 4--2250---�1 .125 .080 O C U 8�� QK 1.487 I'�- .125 �272. 1 ,075 I Ee PANEL RAIL/STILE Et4 SILL RISER 1.173 CORNER KEY .560 � j^--2.000 --�{ I I Oso 9 $ r 1.605-^1 I I� 1.370 �I I�L 4-x-.500 .125 2.492 2.633 40 _750 .940 1.748 I 2.750 ^ � U E2 FRAME COVERE3 JAMB COVER 2 412-�•I Z jp� jam ---2.197 E7 PANEL INTERLOCK - LOCK RECIEVER Al V' v^�� 8 ?1 9 .OSS 1.900 � 1.550 24t ALIGNMENT CORNER 'I 657 .BSS I T- 1.Er.06- .950 .OBO 1.073 J_ z N j g Nwto K n �jj M as 03 3 3 Y EB INTERLOCK COVER II -�1 1.135 . z h O J 7.850 1.370 412 .628 Etl E12 GUTTER GLASS STOP (LAM. GLASS) pp 090 T TRACK 1.750 c 0 4 c --1.750 E4 FRAME JAMB 6.450 .125 �7I' I 1.300 2.750 ��•.--ff 18D r • • • • • • • • • • • • • • • • • L1.l��/''/ c u .• °c n :. 1 a g 1.658 � --f.209 1.288 750 � Ir 188 • • • • ``11111111A • • • � � • • • • ��� J ... �j, • • • •• 1P••1±CEN�••'.• 1.7� .125 1.550 I No.70592 ]�L .070-j 1.850 • • • • • • • • • - • • • • • • %�•' ST S Browing no. Els FIXED PANEL CUP E5 SILL COVER . 1 �0 • • Eta STD. ASTRAGAL• • • • FL #25959.1 '��77S�oA�1�1�� 18-06F sheet g of 1 Eno REINF. ASTRAGAL • • • • Sealed: 1/26/2018 • • • • • ••• • • ••• • • • ••• • ITEM I PART I QUANTITY DESCRIPTION MATBBW, MA"./SUPPLIER/REMARKS E1 E-1101 2 FRAME HEAD/SILL 6083-T6 - E2 E-1008 AS READ. FRAME COVER 5083-T5 - E3 - AS READ. ,MMB COVER 6063-T5 - E4 E-1102 2 FRAME JAMB 6063-T8 - E5 E-9006 AS REOD. SILL COVER 6063-T5 - E6 E-1010 AS REOD. PANEL RAL/STILE 6005-T5 - E7 E-1011 AS READ. I PANEL INTERLOCK 6005-T5 - E8 E-1016 AS REOD. INTERLOCK COVER 6063-T5 • • E9 E-1007 1/ MOV. PANEL TRACK 6083-T5 - E10 E-1013 AS REOD. REINF. ASTRAGAL 6005-T5 - Eli E-9001 4/ PANEL GLASS STOP (IAM. GLASS) 6063-T8 - E12 E-1016 AS READ. GUTTER 6063-1`5 - E13 E-1012 AS REOD. STD. ASTRAGAL 8005-T5 - E14 E-1014 AS READ. 3-5/8' SILL RISER 6063-T6 - E16 E-1021 3/ PANEL FDD PANEL CUP, AT 17' FROM ENDS A 40' O.C. 8083-T5 EACH FASTENED WITH (2) 010 X 1' FH SMS Gl W71325NK AS REGO. TRI FIN PILE W'STRLPPING ULTRAFAB G2 - AS REQD. COMPRESSION GASKET DUROMETER 7015 SHORE A G3 GIO-03 AS READ, OFFSET GLAZING GASKET NE DUROMETER 70±5 SHORE A G4 GIG -04 AS REOD. WEDGE GASKET IEPDM DUROMETER 7015 SHORE A G5 G1G-06 AS READ. AR SEAL GASKET NE ULTRAFAS GS 010-08 AS REOD. INTERLOCK GASKET LENE ULTRAFAB GB - - 1/4' THK. FOAM PAD POLYETHYLENE - 09 GIG -09 - AIR SEAL BRIDGE AT INTERLOCK POLYAMIDE - G10 - - AIR SEAL BRIDGE AT MTG. STILE POLYAMIDE - G11 - AS REOD. SETTING BLOCKS EPDM DUROMETER 80±5 SHORE A Al A10-01 - ALIGNMENT CORNER 6083-T5 - A3 E-9005 - CORNER KEY 6083-T6 - L1 L10-01 - 2 POINT MORTISE LOCK d: HANDLE - INTERLOCK L2 PSOt-7102 - 2 POINT MORTISE LOCK k HANDLE - INTERLOCK L3 PSOI-1005 - ADJUSTABLE STRIKER - INTERLOCK L5 E-1017 - LOCK RECIEVER 6083-T5 - M1 M110-1GA 2 PANEL ROLLER ASSEMBLY AT 9' FROM ENDS ST. STEEL/ACEI FASTENED WITH (2) 12-24 X 3/4' PH MS MB MIO -06 AS READ. PANEL GUM NYLON - M7 M10-07 AS READ. PANEL GUIDES NYLON - S1 012 X 1 1/2' 4/ CORNER FRAME ASSEMBLY FASTENERS ST. STEEL HWH SDS S2 10-24 X 1/2' AS REOD. INTERLOCK FASTENERS, AT 8' FROM ENDS AND 12' O.C. ST. STEEL PH TC MS S3 08-18 X 1/2' AS REO'. LOCK RECIEVER FASTENERS ASI 304 PHILIP PH SMS S4 010 X 1/2' AS REQD. PANEL ASSEMBLY FASTENERS 5T. STEEL FH SMS • • • • ` ` • • • • LOCKS: SURFACE MOUNT METALLIC THREE PLY DUAL HOOK LOCK • AT 38-1/2' FROM BOTTOM BOTTOM p FASTENED TO LOCK STILE WITH (2) 10-24 X 1/2' FH TC MS y�Y1 p C u • f Q r FASTENED TO LOCK STILE WITH (2) B-32 X 2-5/8' FH MS p SURFACE MOUNT METALLIC KEEPER FACING LOCK AT 38 1/2' FROM BOTTOM FASTENED WITH p • • • • • • • • f • • • • • • • • • • • • • • • • • • • • • • • . • • • • SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. �r Z N h LOCKS: SURFACE MOUNT METALLIC THREE PLY DUAL HOOK LOCK rrr�111 AT 38-1/2' FROM BOTTOM BOTTOM p FASTENED TO LOCK STILE WITH (2) 10-24 X 1/2' FH TC MS y�Y1 p C u SURFACE MOUNT METALLIC HANDLE AT 38-1/2' FROM BOTTOM Q r FASTENED TO LOCK STILE WITH (2) B-32 X 2-5/8' FH MS p SURFACE MOUNT METALLIC KEEPER FACING LOCK AT 38 1/2' FROM BOTTOM FASTENED WITH p (1) 014 X 2-7/B" FH SDS AND (1) 12-24 X 1/2' PH MS FL #25959.1 <�1210 drowing no. sem:.... °P ��`18-06F Sealed: 1/26/2018 I� n 00 9 0 00 FRAME TOP BOTTOM A pe :: . •••.. • • • • • • • • 4 • • • • • . a:* : : : :: sT drawing no. t RoseloR• _����� 18-06F FL #25959.1 Sealed: 1/26/2018 MIAMI-DADE 11ILiMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTINIENT OF REGULATORY AND ECONO111IC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3t5-2599 NOTICE OF ACCEPTANCE (NOA) irnw.minmidade.gov/eeonomv ES Windows, LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIM. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision G dated 07/14/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 12-0308.37 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 14-0731.06 MIAMI-DADE urrrYt2 Expiration Date: September 16, 2019 Approval Date: September 18, 2014 Page 1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA No. 04-0712.01) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision G dared 07/14/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "D -A" fixed window, Grade 10, Level LV 1 per ASTM F 588-04, Side -Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3810, dated 05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and sealed by Joseph Chan, P.E. (Submifted under NOA No. 04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, eomplyin% with FBC-2010, dated 09/01/09 and updated on 07/10/14 to comply with FBC 5t Edition (2014), prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted partially under NOA# 09-0825.03) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. 1r ManuetT ez, Y.E. Product Co trot Iftaminer NOA 4-0731.06 Expiration Date: September 16, 2019 Approval Date: September 18, 2014 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC - 5th Edition (2014), and of no financial interest, dated July 10, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. FTL-3810, dated 05/16/03; FTL- 3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 12-0308.37, issued to ES Windows, LLC for their Series Aluminum Tube Mullions — L.M.I., approved on 05/31/12 and expiring on 09/16/14. Manuel Pei`ez; Product Control Examiner NOA No. 14x9 106 Expiration Date: September 16, 2019 Approval Date: September 18, 2014 E-2 I MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT, AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVE01 IMPACT AND NON -IMPACT RESISTANT PRODUCTS. _JI RECTANGULAR ALUMINUM 'TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS-BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HYLIZ). ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO TK STRUCTURE. ANCHORS SWILL BE AS LISTED, SPACED AS SHOWN ON OEILAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PMT OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITEO TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING_ STEP 2 USE MIAMI-OADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 1 SELECT MULLION SIZE WITH • STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRO 9 AND ANCHOR CHARTS STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. MU4LIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING m ft z F g�< Get 4zar .,Iaf0 JAVASTWAD PIL0DUC7rREVISBO CFAL .s complying wilA 1110 Blot"A S 11 FIA PE ('i0592 Building Cod. C.A.N. 5b9 Acceptsoo ?,b7 4 211 zona B •Iy.obM. �J9 ,y'1 Ali U.de gl(la dr0wir nq np; J' �� M04-04 i.000 1.000 JJ.. rr., 25.323 11.006 p �_ -_-- I 2.000 2.000 A25 11,25 2.000--y�.25D I `Y p igl 125 .125 .338 .125 .125 125 z k fj p , 4.000 4.000 3.000 0 i J.000 .125 O Lu 6.000 6.000 P F Vbb]�SS .338 .323 I-cr 5.000 .125 .125 .250 O I v 0 IN = .950 w\4 IX a 2.037 I4\4 IN = 1.466 IN\4 Sx - .977 INV IN 2.975 W\4 SX 1,457 w\3 Sx a .634 IN\3 SX = 1.015 W\3 a 1 X 31 X 4 1 X 3 1 X 4 STD. MULLION . STD. MULLION TOM M IG ION CUSTOM MUII.M �I ._J 6063-T6 6067-76 6063-76 6063-T6 i --1 . r 2.000--- I 1.125 J IN a 5.204 w\4 Sx 2.082 m\3 IN 8.276 IN\4 Sx a 2.755 W\3 IX 15.203 IN\4 Sx = 5.065 IN\3 1 I ^S Z N p-2,000 125 I ��' 2 X 5 STO. MULLION 2 X 6 STD. MULLION 2 X 6 2 o j `k .125 4.000Lj 60111-T6 6083-T8 . HEAVY MULLION 6063-T6 S� i Y m fl J .720 1.690 3.000 .125 tj .1 ss TYP. Qn I N � n 91 ili Ca Ix87 IN Sx � .978 w\3 .9 8 w\4 S Sx � 1,4 1.488 w\3 .125 2.000 2.750 3.250 1.405 ' iJa_� QI InLJ N Q v .J tq k' [ � 2X 3 2 X 4 3.760 �4.500� STD TD. MLtI_� 8063-T6 STD. MULLION 6083-T6 NOTCH OPTIONAL NOTCH dW . 1/2'& OPTIONAL -.125 TYP. 1/2. IYP. u! F�6iiC 2,0DO Ed - MIN. EDGE DIST. 1/2' FOR 1/4' DIA. A NCHORS 5/8' FOR 5/16" OM. ANCHORS Ed p Ed . MIN. EDGE DIST. 1/2" FOR 1/4" OLA. ANCHORS p 5/8" FOR 5/16' DIA. ANCHORS Ed. 4 0 •aaMULLION ji--i., CLIP MULLION CLI8063-T6 6063-T6 I• i 2.000 Ed. - Engr. JAYAD A/6/AD CML FLA PE 0592 PRODUCT RMVISMU es �PIYInY with the Florida Clods gCAN; 3 p B Ac -q t- N. - "Ion Data Ed -MIN. EDGE 01ST. UL S 1 •P,OI� �'yD�q 1111 1/2' FOR 1/4" MA. ANCHORS FOR '% 1 M7 wot. �.. �� _ ' ciowing no. 5/8" 5/IB' ON. ANCHORS ,� ! !!` M04-04 ! ANGLE CLE .�' gi sheet 2 of 1 6063-rs.� D CAPACITY' - PSP (TUBE MULLIONS) - '. DESIGN LOAD CAPACITY .- PSP (TUBE MULLIONS) 150.0 150.0 '-DESIGN LOAD.CAPACITY - PSP.'(TUBE MULLIONS) {�,V 150. 150.0 1 X 3 1 X 4 CUSTOM CUSTOM. CUSTO 150.0 1 X 3 1 X 4 CUSTOM CUSTOM 26-1/2' 30' 130.0 1 X 3 1 X 4 CUSTOM CUSTOM //�� ^ •"rl io --- - '2X WINDOW DIMS. 150.0 - 1TINDOW DIMS. 150.0 ��Y . 1X3 1%4 2X9 2X 4. 6-2%8 2X8 1055 34.6 1X31 -X4 2X3 2X{ 2X6 2'X 'STD. 2X6- 150.0 150.0 1Xi. 2X3 2'X4 2X6 2X6 2X6 ;.D. 47.5 0 STD. ETD.. STD. STD.. STD.- STD. 'HEAVY NMOTH -(W) NULL SPAN STD. STD. .STD. STD. STD. HEAVY MOTH (W) MULLSPAN.SPD. 3TD. 3TD. STD. .STD. HEAVYZO150.0 93.2 O 150.0 150.0 .150.0 150.0 150.0150.0 _____. 19-1/8' 150.0 74.6 140.9 115.1 150.0 150.0 150.0 ._...__.. ._. _.___ 18-1/8'-37.9 150.0 27.3 55.3 96.7 146.1 150.0 ____.___._. _ 26-1/2' 30" 150.0 150.0 150.0 150.0 150.0 . 150.0 150. 150.0 150.0 150.0 150.0 26-1/2' 30' 130.0 53.8 101.7 83.1 148.6 150.0 150.0 150.0 26-1/2' 30" 150.0 - 27.3 .39.9 69.8 1055 34.6 60.4 3 150.0 150.0 150.0 47.5 '89.8 73.4" 131.3 150.0 150.0 150.1 - 24.1 - 35.3 61.7 93.2 _150.0_ 37' _71.9_ 150.0 150.0 150.0 150.0 150.0 150.0 150.0 - 37' 150.0 38.5 72.8 59.5 ' 1.06.4 ` 148.9 150.0 150.0 37" 117.4 - - - 28.6 50.0 75.5 _150_.0 138.8 91.2 127.8 42' 150.0 149.6 150.0 150.0 160.0 150.0 150.0- •.150.0 42' ' 66' 33.9 64.2 -",52.4- 56.7 93.8 131.2 150.0 1504 42' 66" - - - 25.2 44,1 68.5 122.3 4 96.1 49" 54' 38-3/8' 130.9 116.3 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0_ 150.0 150_0 150.0 150.0 46' 54' 74-1/4" 29.7 '26.4 56.1. 49.9 45.9 40.8 82.1 72.9 114.8 102.1 150.0 135.2 150.0 150.0 48" 54" 12W - - - 22.0 38.5 58.2 107.0 60" 104.7 150.0 150.0 150.0 150.0 150.0 150.0 60' 23.8 44.9 36.7 65.6 91.8 121.7 150.0 60" - - - - 30.8 46.8 85.6 17 66' 95.2 150:0 146.8 150.0 150.0 150.0 66' 21.6 409 33.4 59.7 83.5 110.6 150.0 66" - - - : =_ 28_0 42.3 77.8 O 8 72' 87.3 140.1 134.6 150.0 150.0 150.0 72" - 37.4 30.6 34.7 76.5 101.4 150.0 72' - - - - 26.7 38.8 71.3 Q� Ip6 W S 19-1/8" 26-1/2' 150.0 136.2 150,0 150.0 150.0 150.0 150.0 150.0 19-I/8' 28-1/2' 51.5 110.1 79.5 150.0 150.0 160.0 150,0 19-1/8' 26-1/2' - 28.5 20:5 41.6 72.7 115.8 150.0 -150.0 a p 3 il. 2 150.0 150.0 150.0 150.0 37.2 79.4 57._4_ 116.1 150.0 150.0 150.0 - 2.0.5_ - 30.0_ 52.5 83.4.. r15O _ _ F�r 30' 120.3 . 150.0 150.0 150.0 150.0 150.0 30' '32.8 70.2 50.7 102.6 -.....__. 143.5 150.0 150.0 30' - - - 26.5 48.3 73.7 135.4 a 9 97.6 150.0 150.0 150.0 150.0 150.0 37" 26_6 56.9: 41.1 83.2 _._ 116.4 150.0_ 150.0 37' -_. - - - -.._..-- 21.5 37.6 59.7 . 109.842' IIOii iiI i37' 50-5/8" 85.9 138.0 132.6 .150.0 150.0 150.0 150.0 150.0 4Z' 48' 84" 23.4 50.1 36.2 73.3 102.5 135.8 150.0 42" 48" 132" - - - - - - 33.1 52.648' = 75.2 120.8 116.0 150.0 . 20.5 43.9 31.7 64.1 89.7 118.8 150.0 - 29.0 46.1 84.6 54' 66.8 107.3 103.1 ' 150.0 150.0 150.0 150.0 54' - 39.0' 28.2 57.0 79.7 105.6 150.0 54" - - - - 25.T 40.9 75.2 60' 60.2 96.8 92.8 _ .141,2 150.0 150.0 150.0. 80' - 35.1 25.3 51.3 71.8 95.1 150.0 60' - - - - 27.2 36.8 67.7 z h 66" 543. BZ8 84.4 128.1 150.0 "150.0 150.0 BB" - 31.9 23.0 46.6 65.2 86.4 150.0 66' - - - 21,11 21.1 33.5 615 O 72' . 50.1 ' 80.5 77.7 -_... 117.7 150.0 150.0 150.0 " 72' - 29.2 ...-. 21:1 _. 42.7 599 79.2 U5.6 72" _.. ..... - - - ..._..: - - 30.7 __ 56.4 J" .. � 147.8 150.0 150.0 150.0. IS0.0 150.0 150.0 19-1/8 34.5 74.0 108,1 150.0 150.0 150.0 19-1/8' - 21.9 .- 56.0 89.0 150.0 )- ._. 26-1/2' 103.8 150.0 150.0 ,150:0 150.0 150.0- 150.0. 26-1/2' 24.9 53.4. _53.3 .38.4 78.0 124.4 150.0 150.0 26-1/2' _ - - ,- ,32.0 23.1 40.4 64.3 116.0 Jm 30' 91.7 147.2 119.3 141.4 150.0 _..._...... 150.0 ._____ 150.0 150.0 30' 22.0 47.2 __ 34.0 __ 66.9 109.9 145.6 150.0 30" _ ..._._.. ___..._._ - - - _ 20.4 ._... 35.7 56.8 104.3 " W m J t,i 37' 74.3' 114.7 150.0 150.0 150.0 150.0 37" - 38.2 27.5 55.9 89.1 118.0 150.0 37" - - - - 28.9 46.0 84.5 42' 65.5 105.1 101.0 150.0 150.0 150.0 150.0 42' - 33.7 24.3 49.2 76.5 104.0 1504 42' - - - - 25.5 40.5 74.5 P, M a 48' , 58' 57.3 92.0 .88.4 134.5 150.0 150.0 150.0 .48" 96" - 29.5 21.2 43.1 68.7 91.0 150.0 48" 144' -. - - - 22.3 355 65.2 n ' m 54' 50.9 81.8 78.6 119.5 150-0 150.0 150.0 54' - _26.2 - 38.3 61.0 80.9 146.6 54' - - - - - 31.5 57.9 80" 45.8 73.6 70.7 107.6 150.0 _ __...._ 150.0 .. 150.0 60' - _ 23.6 - _. 74.4 ._... _ 54.9 72.6 133.7 60' - - - ._..- - __ - �_.... 28.4 52.1 68' 41.7 66.9 64.3 97.8 176.8 150.0 150.0 66" - 21,4 - 31.3 49.9 66.2 121.6 66" - - - - - 25.8 47.4 J Q N U3 72' 38.2 61.3 58.9 89.6 125.4 150.0 150.0 72' - - - 28.7 45.8 60.7 1115 72' - - - - 27.8 47.4 1W 19 -1/e' 121.9 150.0 150.0 150.0- 150.0 19-1/8' 24.2_ 51.9 374_ 75.9 132.7 150.0 150.0_ 26-1/2 / 88.0 141.2 135.7 150.0 _150.0 150.0 _150.0 150.0 150.0 26-1 2' / - 37.5 27.0_ 54.8 _ _ 95.8 130.2 150.0 RHES TO GO AR SHBEO INSIDE RECTANCUTAR SHAPEffF f110RROHTAI MULLION 30' 77.7 124.6 119.9 150.0 150.0 150.0 150.0 30' - 33.1 23.9 48.4 64.6 115.0 150.0 1 37" 63.0 101.2 97.2 147.9 150. 150.0 1 150.0 37" __ VERTICAL - 26.9 -_ 39.2 •68.6 83.7 130.0 42' -PRODUCT 55.5 89.1 85.6 130.3 150.0 150.0 150.0 42' - 23.7 34.6 60.4 82.2 150.0 48' 63• 48.6 78.0 _ _ 74.9_ - 11_4.0 150.0 150.0 150.0 48' 108" - 20.7_ 30.2 52.9 _71.9_ 132.1 54' 43.2 69.3 66.6 101.3 141.6_ 150.0 150.0 54' - - -_ 28.9 47.0 63.9 117.4 60' 78.8 62.4 59.9 91.2 127.8 150.0 150.0 BO' - - - _ 24.2 42.3 .._ 57.5 105.7 66' 35.3 56.7 _..59 .. 54.5 82.9 116.0 150.0 _.. 150.0 66" ._....._ - - - 22.0 ... 38.5 .... ......._____ 52.3 96.1 72" 324 52.0 49.9 _ 76.0 106.3 140.8 150.0 72' - -- 20.2 _ 75.3 _ 47.9 - - 68.1 ALL LOADS . ARE EXT.(+)/INT.(-). NOTE. MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) ANCHORS TYPE 'O' AND 'E' APPLICABLE TO 4", 5" AND 6- TUBE MULLIONS. ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE TO ALL TUBE MULLIONS. i MULLIONS t n TYPICAL MULLION ARRANGEMENTS Eng,. ,AwAO "Mg PRODUCTRBVISRD CML os ca6pl14ng with ft Plaids II iI .___.. FLA PE t 70592 Bhdiduhg Coda ' Wt + W2 I C.A.N. S38 Aceeplance Not ;. I� i� • I;` WIDTH �W� _ 2'-B�ihs1lanDsla�;fk9 i .I.Mi i JUL-21;814 Bp11 6liami Dade Produel Control � drawiNq M04-04 j Bheel 3 of g ;• __ VERTICAL MULLION - GLAZING GLAZING iO 7 -PRODUCT PRODUCT z� t n TYPICAL MULLION ARRANGEMENTS Eng,. ,AwAO "Mg PRODUCTRBVISRD CML os ca6pl14ng with ft Plaids II iI .___.. FLA PE t 70592 Bhdiduhg Coda ' Wt + W2 I C.A.N. S38 Aceeplance Not ;. I� i� • I;` WIDTH �W� _ 2'-B�ihs1lanDsla�;fk9 i .I.Mi i JUL-21;814 Bp11 6liami Dade Produel Control � drawiNq M04-04 j Bheel 3 of g ;• -DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSP ' DESIGN LOAD CAPACITY - PSFt.Vl�l WINDOW DIMS. ANCHORS TYPE ANCHORS 7YP.E . ANCHORS TYPE 11ww c WIDTH.(W)NULL, SPAN p 8. C D E.. F _ C WIDTH (W) IAUII SPAN , A E C. D E F C WIDTH. (V/) NULL SPAN A. B _ C � D E R G 19-1/H' 150.0 '150.0 150.0 - 150.0 150.0 150.0 150.0 19-1/8" 101.0 150.0. 139.5 150.0 150.0 120.6 150.0 19-1/8" ,62.5 125_.0 86.3 150.0 150.0_ 74.6 149.2 z. 26-1/2' 141.0 150.0 150.0 '150.0 150.0 150.0 150.0 24-1/2" 72.9 145.8 100.7 150.6 150.0 87.0. 150.0 26-1/2' l5.1 90.2. 62.} 124.5' 150.0_• 53.8 107.`! i0. zI ..__. _._ -__ .1.._ .._..... _ 30" 124.6 150.0 150.0 150.0 150.6 148.7 150.0 30" 64.4 128.8 89.0 150.0 ' 150.0 76.9 150.0 30' 39.8 79.7 550 110.0 137.6 47.6 95.1 ! 3! 37" 401.0 150.0 139.6 150.0. 150.0 120-6' 150.0 37" 52.2 104.4 7 72.L 144.1 150.0 62.3 124,6 37' 32.3 64.6 _ .44.6 89.2 111:6 38.5 77.1 3 42" - 89.0 150.0 122.9 150.0 156.0 106.2 150.0 42' 46.0 92.0 63.5. 127.0 150.0 54.9 109.8 4?- 28.5 56.9 39.3 78.6 98.3. 34.0 67.9 48" J8-3/8' 77.9 .150.0 107.6 150.0 150.0 92.9 150.0 48' 74-1/4' 40.2 80.5'. 55.6 111.1 19.0 48.0 86:1 48" 120' 21.9 49.8 ` 74.4 - 68b 86.0 29.7 59-4� __ 4' 69.2 IJB.! 95.6 150.0 150.0 82.6 5 - - 150.0 54" 35.8 715 49.4 98.8 123.5 42.7 85_1 54' 22-4 44.3 30.8 61.1 78-4 26.4 52.8 80' 62.3 124.6 86.1 150.0. 150.0 71.3 148.7 60' � 32.2 r44 41.5 88.9 111.2 3B.4 78.8 60' - 39.8 27.5 55.0 � 68.8 23.8 47.6. i7 Q 66' 58.8 113.3 78.2 150.0 150.0 67.6. 135.2 66' 29.340.4 80.8 101.1 34.9 69.9 66' - 36.2 25.0 50.0 62.5 21.6 43.2 72"� 51.9 103,8 71.7 143.3 150.0 62.0 123.9 72' ' 28.8 37.1 74.1 92.7 32.0 64.0 72' 33.2 22.9 45.8 57.3 - 39.6mc 19-I/8' 148.1 .150.0 .150.0 150.0 150.0 150.0 150.0 .19-1/8' 89.3 150.0 .123.3 150.0 150.0 106.6 150.0 19-1/8" 56.8 113.6. 78.6 160.0 150.0 67.8 135.6 26-1/2' 106.0 150.0 147.7 150.0 150.0 127.6 150.0 26-1/2 64.4 128.9 89.0 150.0 150.0 76.9 150.0 26-1/2` 41.0 82.0 56.8 113.2 141.6 48.9 _ _ 97.9 ; 30' 94.4 150.0 130.5 150.0 150.0 112.7 150.0 30' 56.9 113.8 78.6 150.0 150.0 87.9 IJ5.9 30' 36.2 72.4 50.0 100.0 125_.1 43.2 86.5 a�37' 76.6 150.0.. 105.8. 150.0 150.0 91.4 150.0 37" 46.1 92.3' 63.8 127.4 150.0 55.1 110.2 37' 29.4 58.7 40.6 81.1 101.4 35.1 70.1 42' 87.5 � .134.9 93.2 150.0 150.0 80.5 150.0 42" '40.7 81.3 56.2 112.2 140.1 48.5 97.0 42' 25:9 51.7 35.7 71.4 89.4 30.9 6I.8 71.1 49.1 9.8.2 122.9 l2.S 84.9 48' 132 22.6 45.3. 31.3* 62.5 78.2 27.0 54.0 -_ 48" • 50-5/8' 59.0 118.0 •. 81.5 150.0 150.0 70.4 140.9 t8' BI' 35.6 �. 54' 52.5 104.8 72.5 144.9 150.0 62.6 , 125.2 54' 31.6 63.2 43.7 87.3 109.2 37.7 75.5 54' 20.1 40.2 27.8 55.6 69.5 24.0 48.0 I 60" ., 47.2 .., 84.4 85_2 130.4 150.0 55.4 112.7 60' 28.5 56.9 39.3 78.6 98.3 .. 34,0 67.9 60' -• 30.2 25.0 50.0_ 62.5 21.6 43.2 Be* 42.9 85.9 59.3 118.5 148.3 51.2 1025 66" 75.9 SI.7 . 35.7 71.4 69.4 _ _30:9 61.0 66' - - 32.9 22.7 455 56.9 - 39.3 I Z I r ___........._._.__ _._.._._....__ _--. _ ro 72" J9.3 76.7 54.4 108.6 .135.9 47.0 93A 7Z" ' ' 23.7 47.4 32.8 65.5 -8 1.9 28.3 56.6 72' - 30.2 20.8 41.7 52.1 - 36.0 - _5 19-1/8' 129.3 150.0. 150.0 150.0 150.0 150.0 150.0 19-1/8" 76.1 .150.0- 107.9 150.0 150.0 93.2 150.0 19-1/8" 52.1 104.2 71.9 143.8 150.0 62.2 124.3 -J 4b: w 26-1/2' 93_3 150.0 128.9 150.0 . 150.0 111.4. 150.0 26-1/2" 56.4 112.8 77.9 150.0 150.0 67.3 134.6 26-1/2' 37.6 75.2- 51.9 103.8 129.8 44.9 89.7 V Q ... ....._ ._. .....__:. lQi1t �1 F JO" 82.4 150.0 113.9 150.0 .150.0 98.4 150.0 30' 49.8 99.6 88.0 137.5 150.0 59.4 118.9 30" 3'3.2 66.4 45:9_ 91.7 114.7 39.6 79.3 W 37" 66.8 133.7 92.3 150.0 150.0 79.8 150.0 37" 40.4 80.8 55.8 111.5 139.5 48.2 96.4 ,T7' 26.9 53.H 37.2 74.3 93.0 32.1 64.3 .(n " W 42" - 58.9 117.8 81.3 150.0 - 150.0 70.3 140.5 42' 35.6 71.1 49.1 98.2 122.9 42.5 84.9 42' 23.7 47.! 32.8 65.5 81.9 28.3 56.6_ j F- � Q T n 48" 58' 51.5 103.0 71.2 142.2 150.0 61.5 123.0 48" 96' 31.1 62.3 43.0 85.9 107.5 37.2 74.3 48" 144" 20.8 41.5 28.7 57.3 71.7 _ 24.8 - 49.5 O n r7 i �. _ _.._. _. _-.._._.- . t7 78.4 95.6. 33.0 65.0 54' - 36.9 25.5 50:9 63.7 22.0 14.0 I 54` 45b 91.6 63:3 126.4 _ 150.0 54.7 109.3 54' 27.7 55.3 38.2 3 Z; 60" 41.2 , 82.1 56.9 1 118 142.3 - 49.2 98.1 60' 24.9. 49.8 34.4 68.8 86.0 29.7 59.4 BO' � - 33.2 � 22.9 45b 57.3 39.6 66' 37.5 74.9 51.8 103.4 _ _129.4 44.7 89.4 66" 22.8 45.3 31.3 _ _62.5 70.2 27.0 64.0 86' - J0.2 20.8 .41._7 52.1 - 36.0 _ 72` 34.J 68.7 47.4 94.6 118.6 410 82.0 72' 20.8 41.5 2H.7 57.] 71.7 24.8 49.5 72' - - 27.7 --- _- -38.2 47.8 - J3.0 Q N 119.0 150.0 150.0 150.0 150.0 142.1 150.0 19-1/8' 69.4 138.9 05.9 150.0 r15O.O 82.9 150.0 ANCHOR TYPES HORIZONTAL MULLION i � u) _150 _..._ _ _ _. _.- A, B. C. D. E. 26-1/2' 85.9 IS0.0 118.7 150.0 150.0 102.5 150.0 28-1/2' 50.1 100.2 69.2 138.4 59.8 119.6 c----) .__ __. __ _ _-- _._ _........._._ AT HEAD/SILL/JAL10S ARCHES TO HE INSCRIBED 30" _ 75.9 150.0 104.8 150.0 150.0 90.6 150.0 30' 44,3 88.5 61.2 122.2 52.8 105.7 pplrj10R TW+ES 1 NSIDE RECTANGULAR SHAPE 37" 81.5 123.1 85.0 150.0 150.0 73.4 148.9 37' 35.9 71.8 49.6 99.1 42.8 85.7 F & G ..-___..__.._ -_.._.._ _ _.. .. AT JAMBS ONLY 42" 54.2 108.4 71.9 _149.7 150.0 .64.7 129.4 42` J1.6 63.2 43.7 87.3 09.2 , 37.7 75.5 �11 ' 48' 63' 47.4 94.9 65.5 131.0 150.0 56.6. 113.2 48' 108' 27.7 55.3 38.2 •78.4 95.6 33.0 86.0 54' 42.2 84.3 58.2 116.4 145.6 50.3 1006 54' 24.6 49.2 J4A 67.9 64.9 29,4 58.7 60" 37.9 1 75.9 1 52.4 104.8 131.0 45.3 90.6 60' 22.1 1 44.3 1 30.6 81.1 76.4 25.4 52.8 66' J4.S 89.0 47.7 95.2 119.1 41.2 82.3 66" 20.1 40.2 27.8 55.8 89.5 24.0 48.0 ...__._.. .._ ..___.. __--.___ 72" 31.6 63.2 43.7 87.3 109.2 37.7 75.5 72' - 36.9 1 25.5 1 50.9 63.7 1 22.0 144.0 ALL LOADS ARE EXT.(+)/INT.(-). 'ClAZN1C PRODUCT 3 Nu1uoN sPAH ANCHOR _ VERTICAL ti e AT HEAD/S0 L/JM105 ETAIL /1 MULLION FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9.! TYPICAL MULLION ARRANGEMENTS Engr: Awpo AHLUD PRODUCTRRYISBD GLAZING GLAZING GLAZING 0 PRODUCT PRODUCT ! WI { W2 ! CA.N.3538 WIDTH (W) = Accem-No 0� I ! ! k I� ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 'ClAZN1C PRODUCT 3 Nu1uoN sPAH ANCHOR LOCATIONS AT HEAD, SILL OR JAMB ENDS. ti e AT HEAD/S0 L/JM105 ETAIL /1 ! FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9.! TYPICAL MULLION ARRANGEMENTS Engr: Awpo AHLUD PRODUCTRRYISBD GLAZING GLAZING '_ CML FLA. PE �yY 70592 PRODUCT PRODUCT ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER WI w2' I fPES °c. ToE Nu1uoN sPAH o W;� LOCATIONS AT HEAD, SILL OR JAMB ENDS. ti e AT HEAD/S0 L/JM105 ! FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9.! TYPICAL MULLION ARRANGEMENTS Engr: Awpo AHLUD PRODUCTRRYISBD (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) '_ CML FLA. PE �yY 70592 as complying wish the Florida Building Code ! WI { W2 ! CA.N.3538 WIDTH (W) = Accem-No 0� I ! ! k I� ANCHORS TYPE 'D' AND 'E' APPLICABLE TO I 2 ' tti bldl69tlele o 9 i 6 Ii I s 4", 5" AND 6" TUBE MULLIONS. r--- -_,.. _. _ _-, 'A', 'Bl, 'C', 'F' 'G' JUL 214014 2 G f { By b7i 1CODDpF �-�`]-�.- ar0wtn nD ANCHORS TYPE AND APPLICABLE ( ANCHORS I ✓lP4dePro TO ALL TUBE MULLIONS. 1x1049 04 sheet4 g 1/4" DA• ULTRACONS 1/4' DU. ULTRACONS i CLIP (1 ON EACH WING) _ I PER AN 1 ILII! MIN.mi 5. :II 11 111. 11 . FLOATING CUP jI 18Y 1000 BUCK 1�''1 SNUG FR INSIDE MULL I I I ul 11 2 X 2 X LE ALUM ANGLE it 114 SMS 1 1 I 1 I-3/{' O.C. MIN. 2 PER ANGLE 1/4" DM. ULTRACONS ^ ^'^ CUP (1 ON EACH WINO) DD BUCK OR WOOD RUCTURE 1/4" OLA. ULTRACONS I PER ANGLE It FLOATING CLW SNUG FR INSIDE MULL 114 SMS 1-3/4' O.C, MIN. 2 PER ANGLE X i/B" ANGLE 1/4' DIA. ULTRACONS '1/4' DIA. ..... _.. 4 PFR CLW 12 ON EACH WINC) 2 j1 11 .l� II 11 IL.JI FLOATING CLIP FOOD I B. SNUG FIT IN510E MULL l J. 114 SMS 1 I 1-3/4" O.C. I 1 2 PER ANGLE 1/4" DIA. ULTRACONS 4 PER CUP 0`9 ON FACH WING) I/4' DW ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" 1 -1/2 - CONCRETE '2-1/2' 1-1/2" 2 BY KIDD BUCK WOOQ -� 28 1Y.W00D BUCKS OR WOOD STRUCTURE S.G. - 0.55 MIN. CONCRETE -.T'c 3000 PSI MIN. -- ALL CLIPS AND. ANGLES TO FIT SNUG INTO TUBE MULLIONS. �I CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY 10 BE PROTECTED WITH ALKALI-ITESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR I ANCHORS TYPE •A• WATER -WHITE 14EYKACRYLATE LACQUER. 1/4' DIA, ULTI 2 PER FLOATING CLIP SNUG FIT INSIDE MULL 114 SMS 1-J/4" O.C. MIN. 2 PER ANGLE � 3 DNS (O o z F 3 .n a� 1 I ALUM2ANGLEB" I IZ ICLE '0 J 4 u> J �k n i 7 .� 10 _ 'w �fl !Z) 0n") i Q M Y II IZ 23-j �F 3z1, 1i ALUM2ANGL B' , W C4 wv 1 1 F 7691 JAYADAWbOPRODUCTREVISBD CML 0cwnplyiRBwilhtheFlorida FLA PE tl 70592 Ballding Code 1 C. >0 Acaplasm No iraliml DMe it Jug a go�4�'�� i Idi tbna drawing M04-04 '✓� '� 'sheat $ of g 2 PER CUP (1 ON EACH WING) ANCHOR LOCATION ANCHORS TYPE 'C' 2 X 2 X 10' ALUM ANGL 1/4' M. ULTRACONS 1/4' DIA ULTRACONS BY 'ELCO' ULTRACONS'MAY BE HEX OR FIAT HEAD 1/4•' DU: ULTRACONS Ed. - MIN. EDGE DIST. MIN. EMBEDMENT 1/4' CIA. ULTRA - Ed. Building Coda Acceptant. I'M 2 PER CUP (I ON EACH WING) $1�2014 1 PER • II 3" IN. 'e i - l iYP .1. `? J o 1', ' v ; I drawing D I M04-04 " sheet 8 of g � I 1 I 1 II II 1 1 1 I I I FLOATING SNUG CUP FIT INSIDE MULL • II II 1 I I 1 --------- �+ t /14 SMS i.l U 1 1 1 1 1-3/4' O.C. MIN. I I I 1 1 1 2 PER ANGLE 1 I I 1 1 I I 1 1 I 1 1 I i I I 2 PER CUP (1 ON EACH WING) ANCHOR LOCATION ANCHORS TYPE 'C' 2 X 2 X 10' ALUM ANGL 1/4' M. ULTRACONS 1/4' DIA ULTRACONS BY 'ELCO' ULTRACONS'MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. - MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 2-1/2' 1-1/2." �u 1'/4' OIAL11L,17ACOrd . 2.PER ANGLE O 0 / . III°� (I• I F O+ ' GGG LL 11 II ALUM2ANGLE8 • P a� JOE MULLSIAS i I 4 PErR ANGLE ZIP a ;o, m J) % nl ?1UQQ W I m g GO W NiT Q to � 1'hM Ij M Y IZ z3 J� �Q oinQ I W IN g LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE '0' APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS CONCRETE N'c 3000 PSI MIN. FALL CLIPS AND ANGLES TO FD SNUG INTO TUBE MULLIONS. ' CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED - WITH ALKAU-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER-WRT& METHACRYLATE LACQUER. i PRODUCE RCVISl.0 as wmPlyinii with the Florid* 'ail ' ,I I' "I o " r, JAVAD AHUAD CML A PE / 70592 CAM 35.70 Building Coda Acceptant. I'M �� "I I I n �I ��i I� ji $1�2014 NtL%IA �9Vall ' : i `? J o 1', ' v ; I drawing D I M04-04 " sheet 8 of g � 5/16- DIA, ULTRACONS 5/16' DU. ULTRACONS Ed.N. 1 : !PER CUP (2 ON EACH WING) 2 PER ANCLE(1 0 . Z R� TY I; i N------ 1111 I I I ALUMZANGLEB" d -------------- FLOATING CLIP v u �Qp I 1 I I SNUG FIT INSIDE MULL 1 I I 1 4 SMS I I 1 I I I 4 P 11ANGLE d I � 1 1I L N (� II p' o iJ yr 1 I 1 i iw J Ij Lj� t 1 1/2"(2)I I I N M rz on f L------------ -JIZ�Z M n 1 3" 1 Q C4 D7 N Li LOCATIGN OF SCREWS CONNECTING ANGLES TO TUBES I jj� ANCHORS 1YPE 'E' 4 j� APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS 16 c u (SSS O PRODUET RBVISBD- Engr. JAVAD-AHS I I • I g CML as complying wgh Dre Florkk I ,� FU. PE 70592 DuDdillg Lbda , CONCRETE Pc 3000 PSI MIN. 'VQLI�� 3 Acceptance No ^ .. l 7 (01Q L'xpireNon Dale (q I i e Ij l ALL CUPS AND ANGLES TO FIT SNUG-INTO TUBE MULUONS. I +' 1 4'IY" Miami sd°p/aduclCW drawing no CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED:;}x'14 WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAWT OR J I WATER-WHITE METHACRYLATE LACQUER. isheet 7 of g I 5/I6" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY DE TIE)( OR FLAT HEAD SUBSTRATE Ed. a MIN: EDGE DIST. MIN. EMBEDMENT CONCRETE 2-1/2" I-3/4" .1/4' OW ULTF 2 PER CUP (1 ON EACH 1/4! DN. ULTF 1 PER CLIP INSIDE MULL /14 SMS 1-3/4' O.C. MIN. 2 PER ANGLE .i 2 x 2 x 1 S' 1 ALUM ANGL� , . 1/4' OLA. ULTF -1 CUP (2 ON EACH //' 1/4' OLA, ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD 56BSTRAIE Ed. R VAIN. EDGE DIST. I MIN. EMBEDMENT MASONRY 2-1/2' 1 1-1/4' MASONRY m C-90 HOLLOW/FILLED BLOCK I'm - 2000 PSI MIN. ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MULUONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. _ I NG CUP FIT INSIDE MULL 114 SMS 1-3/4' O.C. MIN, 2 PER ANGLE Fu FE / 70592 CAN. 3538 JILL 2.11 `g014 tv u' PR0DUC'FR9VIV%D I drawing no. M04-04 .3 i 4 zxzxl�e' ALUM ANGL 8 �+ lU Fa IL yjA_ C call zI Z 10 W c, 0] 7 O Z Z3,m J Q 07 N N I W PR0DUC'FR9VIV%D I drawing no. M04-04 114 SMS koI SEE'CHART FOR QUANTITIES 'TUBE MULLION Fo'. y ' ------ ----� CHOR I N0. OF CHART_. SCR � a �t ' /10 FN SMS_ TYPE B [► j 2/ SIDE 1 I TYPE C �-- 2— '_ R ti 1/8" THICK ALUM CHANNEL I TYP 0 _.--_4__ v LENGTH TO FIT SNUG I 1 IME E 4 I a W INTO MULLION j TUBE MULLION 77� 8 A7 A TUBES MAY BE NOTCHED LL I AS SHOWN 70 ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY i F /14 FH SMS 1 r 1-1/2" O.C. MIN. ACCESS HOLE SEE CHART 1 n --- FOR OUANOTIES 1 fe\ ' _-. -__J OZ LL i 1� i i F coIffa 1 GI I 1 fl THIS SCREW CAN BE j 10 FN SMS II I ' g n M INSTALLED IN EITHER- I 1 M 01RECTKIN qR. 1 I 2 PER CLIP 7 Ci �% 1 1" O.C. MIN. 1 I I I • Z z 3, m i 3zL`nR CST W C4 1-3/4" X 2" X 1/8" (FOR 28Y TUBE) 3/4• X 2" X I/8- FOR(IBY TUBE) C- � ALUM ANGLE , CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL 01 �I g� e METAL TO ULTAL CONNECTION g d,N c a•�g§S,�S `4= Tit METAL - 1/8" MN. THK..STEEL Fy - 36 KSI MIN. o n t e 1/8" MIN. THK. ALUANNUM (8083-T5 MIN.) - -- ' E^9r JAVMIµ� PRODUCT nvISED ��' •� 1 II. escanplpin8wilhthoFlorlda FLA PE / 70682 Duilding Code I I CAN. 3538 JUL` % 1; 2014 Dy G A41AnlTDAdePtai 01)11 ) j drawing no. � �.M04-04 I ;sheet 9 0 9 /I4 SMS/TEKS SUBSTRATE Ed. =MIN. EDGE DIST. W. Cl TO CL SPACING METAL 5/8' 1/2" MIAM!•DADE MIAMI-DADE COUNTY MAWAIAU PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economy This NOA revises NOA # 13-0820.12 and consists of page 1, this page 2, and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge Plasencia, P.E. NOA No. 15-0826.32 MAM}DADEOL1 its Expiration Date: December 24, 2018 l Approval Date: April 28, 2016 Page 2 . . .... ...... . . ...... .. . ...... .... .... . . .... .... ..... ...... .. . ..... .. .. .. . ...... . . . . ...... .... % . . NOA No. 15-0826.32 MAM}DADEOL1 its Expiration Date: December 24, 2018 l Approval Date: April 28, 2016 Page 2 Mr. Glass Doors & Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's #10-0301.03) 2. Drawing No. Wll-40 Rev B, titled "Series MG -500 Alum. Outswing French Door (L.M.I.)", sheets 1 through 11 of 11, including sheet 3. 1, dated 07/15/11 and last revised on 03/16/16; prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Large Missile Impact Test per FBC, TAS 201-94 • • • • • • 4) Large Missile Impact Test per FBC, TAS 201-94 .'. "" "":' 5) Cyclic Wind Pressure Loading per FBC, TAS 2x-91 • • • • • • • • ...... ... 6) Forced Entry Test, per FBC 2411. 3.2.1, TAS 202:94 ...... along with marked up drawings and installation diagram of an Al�r.�Ontswing btgance: • • • Door, prepared by Fenestration Testing Laboratory, Inc., Test Repott4. FTL'g594, dated 05/10/08, signed and sealed by Carlos S. Rionda, P.E. ' •:' •: • • • • • •00 • • • • • (Submitted under previous NOA's #10-0301.03) ...... .' 2. Test reports on: 1) Uniform Static Air Pressure Test . . . . ' ...... 2) Large Missile Impact Test per FBC, TAS 201-94 • • • ; • • • ; 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along marked -up drawings of an Alum. Outswing Entrance Door, prepared by ATL, Inc., Test Report No. FTL-5556, dtd 04/27/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA's #10-0301.03) 3. Additional test reports along with marked -up drawings of a single (X) aluminum outswing door per TAS 201, 202 (Full) and 203-94, issued by Fenestration Testing lab, Inc., Test Report No. FTL-5992, dated 09/09/09, reissued on 2/2/11 signed & sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA's #12-0306.07 & 10-0301.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by Al Farooq Corporation, dated 05/29/15, 01/14/16 and last revised on 03/14/16, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 15-0602.09) 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Jorge Plasencia, P.E. roduct Control Unit Supervisor NOA No. 15-0826.32 Expiration Date: December 24, 2018 Approval Date: April 28, 2016 E -1 Mr. Glass Doors & Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas© (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their `Butacite® PVB Glass Interlayer" dated 04/25/15, expiring 12/11/16. i F. STATEMENTS 1. Statement letter dated 08/06/16, compliance to FBC2014 (5th edition) and No financial interest, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Lab Compliance statement, part of above referenced test report. G. OTHER '••••' •••••• 1. Notice of Acceptance No. 13-0820.12, issued to Mr. Glass Doors & Winnows, Ince To# Ikeir • • ...... .. . "Series MG -500 Aluminum Outswing French Door-L.M.I.", approvM 9p 09/19/13 and ...... expiring on 10/13/18. .... .... • • • 0 • • . . 2. Distribution agreement ES Windows -Energia Solar, S.A. and ES WindvwsOLLC, dl ?C6 • •; • • • .... .. . 10/20/10, signed by Ms. Carla G. Torrente and Andres Chamorro respectav6ly. ..... (Submitted under NOA # 10-0301.03) ... • . . • 3. Private labeling agreement document in conformance of RER guideline dalte8 07/19/2011. ....:. (Submitted under NOA # 11-0720.10) • • • • • 4. Test proposals # 07-4070 & 09-0165, approved by BCCO. (Submitted under NOA# 08-0813.04) • Jorge Plasencia, P.E. tl Product Control Unit Supervisor NOA No. 15-0826.32 Expiration Date: December 24, 2018 Approval Date: April 28, 2016 E -2 D.L.O. HEIGHT (DOOR) FRAME HEIGHT - 15.250" (STD. THRESHOLD) D.L.O. WIDTH (DOOR) FRAME WIDTH - 14.0625" D.L.O. HEIGHT (TRANSOM) = FRAME HEIGHT - 5.125" D.L.O. WIDTH (TRANSOM) •• FRAME WIDTH - 7" LEAF HEIGHT a FRAME HEIGHT - 2.938" (STD. THRESHOLD) 4 1/2' MAX LEAF WIDTH FRAME WIDTH - 5.188" HEAD/SILL CORNERS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES MG500 ALUMINUM OUTSWING ENTRANCE DOOR SEE CHARTS ON THIS SHEET FOR DESIGN LOAD CAPACITY OF SINGLE DOORS WITH OR WITHOUT TRANSOMS. SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF DOUBLE DOORS WITH OR WITHOUT TRANSOMS. CC DOORS CAN ALSO BE USED WITH SERIES MG5000 OR SERIES 9500 gy]REFRONT'STSTETAS UNDER SEPARATE APPROVAL. MULLION ATTACHMENT, _ND LOAD AND CAPACITY TO BE REVIEWED BY BUILDING OFFICIAL. DOUBLE DOORS WITH STANDARD, SADDLE AND HIGH THRESHOLD AND SINGLE DOORS WITH STANDARD AND SADDLE THRESHOLD ARE NOT APPROVED ,t FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. + SINGLE DOORS USING ES -9026 (HIGH THRESHOLD OPTION) ARE APPROVED bX FOR WATER INFILTRATION RESISTANCE. n J SEE SHEET 4 FOR DETAILS. *Hlc-AADS S BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 19Y OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT SURFACE APPLIED COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FALSE MUNIINS 0-111 rurm7C OF THF 21114 FIORIDA BUILDING CDOE. MAY BE USED TABLE 1 DOORS LOAD CAPACITY - PSF SINGLE DOORS WITHOUT TRANSOM X OR WITH TRANSOM (D/X) CLASS LOCKS HINGES DOOR DIMS. TYPE 'A' TYPE 'B'/'C' OPTION 11 OPTION 12 OPTION 13 OPTION 11 OPTION 12 FRAME FRAME EXT. (+) EXT. (+) EXT. (+) EJ(i. (t). EXT. (+) EM. (4) EXT. (+) WIDTH HEIGHT INT. (-) INi, (-) W7. (-) INT. - INT. (-) INi. (-) INT. (-) 47' 90-1/2' 80.0 120,0 80.0 90.0 120.0 80.0 120.0 47' 110-1/2' B0.0 120.0 80.0 90.0 120.0 80.0 120.0 SINGLE DD ORS WITH SADDLE THHE311UW LIMTIEU 'I V Ttl , wu.0 rar SEE SHEET G FOR GLASS TYPES DESCRIPTION SEE SHEET 9 FOR LOCKS AND HINGES DESCRIPTION TABLE (j2 JAMB ANCHORS LOAD CAPACITY - PSF SINGLE DOORS WITHOUT TRANSOM (X) OR WITH TRANSOM (0/X) kSPACINGAT /4' SHIM SPACE 3/6" SHIM SPACE 1/2" SHIM SPACE AT 16" O.C. SPACING AT S" O.C. AT 16" O.C. AT S" O.C. AT16" O.C. AT BD.C. IIOR ANCHOR ANCHOR ANCIIOR ANCHOR ANCHOR ANCIIOR ANCIIDR ANCIIOA ANCNOA ANCHOA ANCHOR ANCHOR DOOR bIMS. C' 'D' A'C' 'D' 'A' 'C' A''C' 'A''C''''C' FRAME FRAMET.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(WIDTH HEIGHTT,(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT40" 110-1/20,0 112.01200 120.0 120.0 90.5 117.4 1200 120.0 70.2 92.1 110.0 47' 110-1/211.0 95.0 120.0 120.0 120.0 77.0 100.0 120.0_ _120.0 59.7 79.9 93.7 120.0 SEE SHEET 3 FOR ANCHOR DESCRIPTION ANCH11 OR 'D RS DOOR/TRANSOM FRAME WIDTH v SEE SHEET 3 FORM� g DESCRIPTION D.L. OPO. Z 47' (8) ANCHORS 4 1/2' MAX. 0 kk 17i J DOOR FRAME WIDTH AY TRANSOM HEAD/SILL L5 n ENDS CORNERS CL 3" � V A M H m ! I 1 I I C � Le /1 ii / I __ ====-d Ir / 1 / { c Iw / It Sit -----+� �----�r--- - �1� \ I I ! \ 11 p n Co i; 0 A \ I S CO : ACTIVE! ACTIVE 1Hi 32 15/16" mQj SURFACE APPUEO,/ V 1 32 15/16' A O.L. GPC, FALSE MAY BE USED D.L. OPG.8 41 13/16' 1� 41 13/16" LEAF WIDTHLEAF WIDTH R A ANCHOR TYPES 'Al' INTO CONC. o R Q AT STD. AND HIGH THRESHOLD. C 0 TYPICAL ELEVATION TYPE 'C1' AT SADDLE THRESHOLD TYPICAL ELEVATION v SEE SHEET 3 FOR DESCRIPTION (X) (0/x) NOTE: jir „ GLASS CAPACITIES ON THIS SHEET ARE o 0 7d d • • • • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) - a • • AND FLORIDA BUILDING COMMISSIONS °c i a • • DECLARATORY STATEMENT DCA05-DEC-219 Surd 1129 1• • • • FO IGOR 917 • • • • , 1 \ 11 1- FOR CLASS TYPE, LOCK AND HINGE OPTIONS ; d,mwj1ENdr oSTAIN LOAD CAPACITIES FROM TABLE 1, PRODUCT REVISED O 6''•. ' $ 2- SELECT THRESHOLD TYPE TO BE USED FOR as com 1 In with the Florida ATER Iy11C1. 3Y• (5 • Rul�{Iing Cods No. 70592 7 ^ S 3• qp J CipES FR($1 Tf,- � OBTML` • NIDA -411110 15.0828.32 4� R�AtDISOM FOR INOIf �OORS•ARE�l1MiiED • • • EgPlrgtlon t• 1 212 412 01 8 390. P F - drawing no. STATE OF • •HE LO EST FROM STEP* • 2, 3 • • • By ' ARORIoT`,.' (�\ W11-40 AND 4 WILL GOVERN. M • laml-D ProductControlSS !� i,- NALE r - ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4 1/2" MAX. BLE 3 A ANCHOR TYPES kXm- SHIM SPACE 0/8SHIM SPAC 1/2" SHIM SPACE 'A'• 'C' ORI' SEE SHE J FOR-____ TYPE 'A' TYPE 'S'/'C' jl OPTION /9 OPTION 10 OPTION /1 OP71ON 02 DESCRIPTION Ml1RF DOORS WITH OR WITHOUT TRANSOMS USE CueRTS AS FOI I nWS FOR THE CORRESPONDING DOOR SIZE 1- FOR GLASS TYPE, LOCK AND HINGE OPTIONS 98-1/2' 00.0 90.0 90.0 90.0 80.0 90.0 89' 110-1/2' OBTAIN LOAD CAPACITIES FROM TABLE 3. WIDTH HEIGHT It A -)INT.(-) INT.(-) INT.(-) INT.(-) IM. - INT. - INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) AIT.(-) INT.(-) 75' 110-1/2' 2- SELECT THRESHOLD TYPE TO BE USED. 6g' 110-1/2' 90.0 68.7 90.0 90.0 90.0 9D.0 61.J 68.7 90.0 90.0 63.1 B3.J 90.0 90.0 J- FOR JAMB ANCHORS, TYPE/SHMSPACE OBTAIN 90.0 90.0 90.0 83.8 90.0 65.1 05.9 - 8g^ LOAD CAPACITIES FROM TABLE 4, 90.0 80.0 90.0 70.6 90.0 54.8 77.3 CLUSTER OF 6 ] (PICAL 4- FOR HEAD ANCHORS. TYPE/SHIMSPACE OBTAIN TYPE 'A1' AT STD. & HIGH THRESHOLD (XX) LOAD CAPACMES FROM TABLE 5. TYPE '01' AT SADDLE THRESHOLD THE LOWEST VALUES FROM STEPS 1. 3 AND 4 SEE SHEET J FOR DESCRIPTION SEE SHEET 3 FOR ELEVATKIN (O/XX) WILL GOVERN. NOTE: • • • • • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) c • o o A d >3 t� < < a • • • • • • • • • • • DECLARATORY STATEMENT OCAOS-DEC-219 w O \ N BLE 3 A DOORS LOAD CAPACITY - PSP DOUBLE DOOR WITHOUT TRANSOM (XX) OR NITN TRANSOM (O/XX) SHIM SPACE 0/8SHIM SPAC 1/2" SHIM SPACE GLASS LOCKS HINOES OR DIMS. TYPE 'A' TYPE 'S'/'C' jl OPTION /9 OPTION 10 OPTION /1 OP71ON 02 :FR-:AMEFRAME HEIGHT OPTION EXT. (+) EXT. (+) +) EXT. (+) EXT. (+) EM. (+) EXT.H INP, (-) INT. -) -) INT. (-) INT. - INT. (-) INT. 98-1/2' 00.0 90.0 90.0 90.0 80.0 90.0 89' 110-1/2' 60.0 1 80.0 1 80.0 1 80.0 80.0 80.0 90.0 5EE 5HEE1 0 TUn - SEE SHEET 9 FOR LOCKS AND HINGES DESCRIPTION ANCHORS LOAD CAPACITY - PSP TABLE #4JAMB DOUBLE DOORS WITHOUT TRANSOM (X) OR WITH TRANSOM (O/X) SHIM SPACE 0/8SHIM SPAC 1/2" SHIM SPACE 1/4" SHIM SPACE 1 0/8" SHIM SPACE 1/2" SHIM SPACB ANCHOR MCIIOA ANCHOR ANCHOR ANCHOR ANCHOR SPACING AT 10" O.C. 9CINO AT 0" O.C. AT 16 O.C. AT 0" O.C. AT 10" O.C. I AT B" O.C. YPH 'C' TYPE 'D'TYPE'C'TYPE'A' TYPE'C'FRAME ANCHOR ANCIIOA ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR DOOR DIMS. 'A' 'C' 'D' 'A' 'C' 'D' 'A' 'C' 'A' 'C' 'A' 'C' 'A' FRAME FRAME EXT.(+)EXT.(+) EXI.(+) EXT.(+) W.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EM.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) WIDTH HEIGHT It A -)INT.(-) INT.(-) INT.(-) INT.(-) IM. - INT. - INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) AIT.(-) INT.(-) 75' 110-1/2' 90.0 90.0 90.0 gO.0 90.0 90.0 90.0 90.0 90.0 90.0 74.9 90.0 90.0 90.0 6g' 110-1/2' 90.0 68.7 90.0 90.0 90.0 9D.0 61.J 68.7 90.0 90.0 63.1 B3.J 90.0 90.0 SEE SHEET 3 FOR ANCHOR UE5G1UFIlUn TABLE ()6WHIFIADAD ANCHORS LOAD CAPACITY - PSP OUBWITHOUT TRANSOM (XX)OR WITH TRANSOM (0/XX SHIM SPACE 0/8SHIM SPAC 1/2" SHIM SPACE ANCHOR MCIIOA ANCHOR ANCHOR ANCHOR ANCHOR DOOR DIMS. YPH 'C' TYPE 'D'TYPE'C'TYPE'A' TYPE'C'FRAME FRAME M. (+) EXT. (+) EKT. (+) EXT. (+) EXT. (+) EXT.WIDTH HEIGHT NT. (-) INT. (- 75' 90.090.0 90.D 73.89 98-1/2'90.0 90.0 90.0 78.2 90.0 81.5 81.2 75^ 90.0 90.0 90.0 83.8 90.0 65.1 05.9 - 8g^ 110-1/2' 90.0 80.0 90.0 70.6 90.0 54.8 77.3 SEE SHLET 3 RVH Ancnutt UL]bn1YIIVn CLUSTER OF 6 ANCHORS AT HEAD SEE- CHANT 5 FOR CAPACITY v z 3 C 4az�€ O r � Z O4 �U 8 r O 6�� SPIII1 �o�� S dNBJ GGN1I 3 c0 3 {." SURFACE APPl1E0� - FALSE MUNTIN5 J" m MAY BE USED TYP. o: 32 15/18 32 15/18' OL OP 1 L OPO o ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • C 41 13 18" 41 13/16^ A LEAF IDTH LEAF WIDTH € R ANCHORS AT SILL INTO CONC. ELEVATION R CLUSTER OF 6 ] (PICAL TYPE 'A1' AT STD. & HIGH THRESHOLD (XX) ^�$ TYPE '01' AT SADDLE THRESHOLD SEE SHEET J FOR DESCRIPTION SEE SHEET 3 FOR ELEVATKIN (O/XX) NOTE: • • • • • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • BASED ON ASTM E1300-09 (3 SEC. GUSTS) c • o o A d >3 • • • • • • • • • AND FLORIDA BUILDING COMMISSION < < a • • • • • • • • • • • DECLARATORY STATEMENT OCAOS-DEC-219 •• ••• •• • • • •• 111 � pO,AF/ /y - Q PRODUCT REVISED '`tc Nap •., S as complyInp with the Florlda,,P • *00 • • • Bulwin9 Coda .70592 15.0828.32 {t y • • • • • • • • • NVA-yo. _ * '1' - • •• • • • • 0 0 • • • • STATE OF 14"Irolon Dao 1212412018 • • • • • • • • • • ' •, • • • BY "1011%O^.•' • ,: Mlam y e Product Contra '/'r sslpi -?G\` drawing no. l 1-40 w ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 89" DOOR/TRANSOM FRAME WIDTH 82" D.L. OPG. 4 1/2' MAX. (8) ANCHORS HEAD/SILL y' AY TRANSOM CORNERS F ENDS TYPICAL ANCHORS: SEE ELEV. FOR SPACING r I TYPE 'A'- 1/4" X 5" ULTRACON BY 'FICO' (Fu -177 KSI, Fy-155 KSI) y THRU 1BY OR 2BY WOOD BUCKS INTO CONCRETE OR MASONRY D.L. OPG. WITH 1 MIN. EMBED INTO CONCRETE (HEAD/JAMBS) n WITH I-1/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) ao DIRECTLY INTO CONCRETE OR MASONRY li WITH 2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) WITH 2" MAN. EMBED INTO FILLED BLOCKS (JAMBS) G "e_y -NOR EDO DI�TAu . 5 INTO CONCRETE AND MASONRY - 2-1/2' MIN. — INTO WOOD STRUCTURE_ 1" MIN. _ 5yPE 'C'- '(Fu -177 KSI, Fy-155 KSI) THRU ABY OR 2BY WOOD BUCKS INTO CONCRETE OR MASONRY D OR AND TRANSOM LOAD CAPACITY WITH i-1/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS) WITH 1-1/4" MIN, EMOED INTO FILLED BLOCKS (JAMBS) P4DIRECTLY INTO CONCRETE OR MASONRY WITH 2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) 0 WITH 2" MIN. EMBED INTO FILLED BLOCKS (JAMBS) s A' HOR OE DISTANCES INTO CONCRETE AND MASONRY - 3-1/8" MIN. INTO WOOD STRUCTURE= 1-1/4' MIN. TYPE 'D'- 1/4" TEKS OR SELF DRILLING SCREW c_ (GRADE 5 CRS) yj INTO METAL STRUCTURES .; STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ao (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO MIAMI-DADE COUNTY APPROVED MULLIONS ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) ANCHOR EDGE DISTANCES INTO METAL STRUCTURE - 1/2" MIN. TYPE 'Al` -,I/4' X 1-1/4" ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE (FOR STD. AND MGH THRESHOLD) WITH 1-1/2" MIN. EMBED INTO CONCRETE ANCHOR EDGE DISTANCES 1 INTO CONCRETE - 2-1/2" MIN. TYPE 'C1'-5/18" X ' LILTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) DIRECTLY INTO CONCRETE (FOR SADDLE THRESHOLD) WITH 1-1/2" MIN. EMBED INTO CONCRETE Q ANCHOR EDGE DISTANCES INTO CONCRETE 3-1/8" MIN. _ _ _ WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS I'6 a 3000 PSI MIN. C-90 GROUT FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. 89" DOOR/TRANSOM FRAME WIDTH 82" D.L. OPG. 4 1/2' MAX. (8) ANCHORS HEAD/SILL y' AY TRANSOM CORNERS F ENDS 1 '"-I I I I/ I '' SURFACE APPLIEDA J" FALSE MUNTINS MAY BE USED 32 75/I6" TYP J2 15/16" D.L. OPG D.L. OPG. II 11 ii 41 1J/16" LEAF OR1 LEAF WIDTH ANCHORS AT SILL INTO CONC. li CLUSTER OF 6 TYPE 'Al' AT SID, d: NIGH THRESHOLD TYPICAL I 1 1 • • Kill, • S.C«IPTWM ATdLEFT • • • (0/xx) I • • jE SHAT•2 FOR D OR AND TRANSOM LOAD CAPACITY • • • OjART: fit 11 ; 1I 1 1 \ n n I; I I INACTIVE - -- ACTIVE 1 '"-I I I I/ I '' SURFACE APPLIEDA J" FALSE MUNTINS MAY BE USED 32 75/I6" TYP J2 15/16" D.L. OPG D.L. OPG. 41 13 6" 41 1J/16" LEAF OR1 LEAF WIDTH ANCHORS AT SILL INTO CONC. CLUSTER OF 6 TYPE 'Al' AT SID, d: NIGH THRESHOLD TYPICAL ELEVATION TYPE 'C1' AT SADDLE THRESHOLD • • Kill, • S.C«IPTWM ATdLEFT • • • (0/xx) • • jE SHAT•2 FOR D OR AND TRANSOM LOAD CAPACITY • • • OjART: fit •• ••• •• • • • •• PRODUCT REVISED as comp Cod1 Ing with the Florida • • • • • • • ¢uildtna • • • • • • • • • • gP-No. 15.0828.32 1X OR 2X WOOD BUCKS ApSEs MEAL SAILICiLIRES ROT•BY•MIR Otl�SS.9ex Date 1 12412018 MUST SUPPORT LOADS Ih�PT) VGLAZINC s 1?STEIA•A ll • • gy TRANSFER THEM TO THE BUILDING STRUCTURE. alsml-D/I Product ontro ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 70692 * ., Z 4 0 drawing no. W11-40 41 13/16* MR GLASS MOSO00 OR LFAF WID1H ES WINDOW SERIES 9500 WINDOW WALL SYSTEM SEE SEPARATE NOA FOR DOOR MULLION 41 13/16 - AND MULLbN ANCHORS REQUIREMENTS MAR LFAF WID1H REINFORCING WILL VARY / II SEE CURRENT NOA OF J I / \ IF I SERIES 9500 I, WINDOW WALL SYSTEM • • • • • • n i • ul m u u i MR GLASS IA05000 OR ES WINDOW SERIES 9500 WINDOW WALL SYSTEM SEE SEPARATE NOA FORDOOR MULLION AND MULLION ANCHORS REQUIREMENTS 11 ' MIAMI-DADE COUNTY APPROVED MG5000 WINDOW WALL SYSTEM DY 'MR. GLASS' UNDER SEPARATE APPROVAL. LOWER VALUES FROM DOOR CAPACITY CHARTS OR STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. I •iJ,: Ij 1 �1 1 O 41 I REINFORCINO SEE CURREI WINDOW WALL SYSTEM FOR DETAILS V tt h � a QQ ► {Y alp qyqiSS�� 94181 IL azliI � z MIAMI—DADE COUNTY APPROVED, SERIES 9500 WINDOW WALL SYSTEM BY 'E.S. WINDOWS' Ln UNDER SEPARATE APPROVAL. LOWER VALUES FROM DOOR CAPACITY CHARTS OR 2, STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. 1 � o � o�� '" I O t=-= '_ , �II W 11117 - AH�, ; 79592 tii�b G WE OF rdrawing no. REINFORCING WILL VARY / SEE CURRENT NOA OF J SERIES 9500 WINDOW WALL SYSTEM • • • • • • • i • • •FSR DETAILS • •• • • • • ••• • •• ••• •• • • • •• PRODUCT REVISED as compizin with the Florida ••• •�• ••• ••• ••• , Bty�ldln Cods d A•No. 15.0826.32 • • • • • • Data 1 2/2 412 01 6 • • • • • • • • Japljptlon _� ��duct • • • • • Mlam �1 Pro Control • • • • • • • • • • ••• • • • ••• • • 11117 - AH�, ; 79592 tii�b G WE OF rdrawing no. $CATDAR1 THRESHOLD METAL STRUCTURE EDGE DIST, [ s q x wTaTYPICAL ORS NS FOR SPACING MIAMI -DARE COUNTY APPROVE[ MULLION k MULLION ANCHORS SEE SEPARATE NOA I I CONCRETE run JYaunu J000 PSI MIN. ;i •EDGE. IST. . 0 ALTERNATE W/ RIPPEO LEO DOOR HEAD SERIES-MG6000 FRAME OPTION H9iGE5 O Eza • WATER*ESI•r. • • • • • • DOORS SHOWN WITH SERIES -951)0 FRAMES CAN 'PR'D FOR O • (SINOLI•DOoa•O/ILY�• • • • • AL50 BE USED WITH SERIES-MG5000 FRAMES.. RESIST. F_ _ • • • • • • • • EIA i • E2D • • • • • • ` 11 T11 r - r n M31 ES -901st ES -9026 PRODUCT REVISED ` ceNa c e as compigin , with the Florida O ilding Code 692 'LO ••• •0• •,; • . `• •-<•. �nM-No. 13.0826.32 CONCRETE r. . n-` .b. :. ... .° • • E ��.. �_ .•?,. 001RRE9C�Ex ration Date 9212412018 3000 PSI �11N. HR SADDLE iHRESifLD • • •J000ISI MIM OF drawing no. USE ANCHOR TYP9D • • • • • • • • • • • EOCE DIST 'CI' ONLY • • • •'•.FLORIO�-' • W1 1-40 111GA THRL$HOLD �j � S � � \ SEE ELEVATIONS a tra ro ue Control '�q S/ANAL % ZADM THRESHOLD FOR SPACING SEE SHEET I I FOR DETAILS It 1 AND LIMITATIONS • • • • • • • • Is • • •• •• • • • •• Y• ••• • • • ••• • • 1/2' MAX. oc LOAD BEARING SHIMS SEE CHIAIIIs EI5 E SHEETS 1 h 2 0 W f. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/2' MAX. lz LOAD BEARING SHIMS SEE CHARTS SHEETS 1 2 TOY OR 20Y WOOD BUCK_ a TYPICAL ANCHORS SEE ELEV. FOR SPACING HINGE OPTIONS SEE SHEET 9. FOR DESCRIPTION AND SHEETS 1 & 2 FOR CAPACITY EXTERIOR 114ACTIVE ACTIVE WIDTH O Do 1/2" MAX. LOAD BEMINC SH' SEE CHARTS SHEETS 1 & 2 \ yah2 tl D RUCTURE LOCK OPTIONS SEE SHEET 9 FOR DESCRIPTION MID SHEETS 1 k 2 FOR CAPACr LJ ALTERNATE 1/2' MAX. TYPICAL ANCHORS LOAD BEARING SHIMS SEE ELEV. SEE CHAIM FOR SPACING SHEETS 1 k 7. Te. ACTIVE 8� .1 DOOR IAMB BERIES-MG6000 FRAME OPTION EXT. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • DOORS SHOWN WITH SERIES -9500 FRAMES CAN • 0 8 • • • • • • • • • ALSO BE USED WITH SERIES-MG5000 FRAMES. • • ••• • < m D.L.O. • • • • • 0. • `L 1 IIII ^ ..AH�,,� j EXTERIOR . �P,,•• ceN9F'•., %, 6 " PRODUCT REVISED � •. �� `* �, • • • �/7� with th• Florid•92 • • • •B 1I Cods N?Ti= • • • N A-1�o. - 15-0826.32EW $ b 5 MS 1 EBL 20 1J �117�' v 5 : • • Ef ra3lon Date 12/24/2018 ' rh • • • • • • • • • • B OF LEAF WIDTH • • LEAF ''• OR1DF;.•' d?�� TH .• By • Mlalm- roduol on ro SS�ONA4 fcl� P nnm � W� —[�.O FRAME WIDTH sheet oT 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a a ALTERNATE m 1/2' MAX. LOAD BEARING SHIMS TYPICALANCHORS CONCRETE LOAD BEARING SHIMS SEE ELEVATIONS 3000 PSI MM. EDGE DIST. FOR SPACING SEE ELEV. ' CONORE?E ' FOR SPACING .' v. 30. PSI MIN. • F O SEE ELEV. , • • • • • FOR SPACING ALTERNATE a a ALTERNATE m EXTERIOR O.L. opom )OOR/TRANSOM FRAME WIOTH TRANSOM SERIES -0000 FRAMES EXTERIOR • • • • • • • • • • 1/2' MAX. LOAD BEARING SHIMS 1/2' MAX. SEE CHART!Ey .' . SHEETS 1 & 2 LOAD BEARING SHIMS T'PN.AL ANCHORS �n SEE ELEV. ' y� FOR SPACING I'Il TYPICAL ANCHORS • MB • • SEE ELEV. , • • • • • FOR SPACING EXTERIOR O.L. opom )OOR/TRANSOM FRAME WIOTH TRANSOM SERIES -0000 FRAMES EXTERIOR • • • • • • • • • • O 1/2' MAX. ALTERNATE LOAD BEARING SHIMS SEE CHARTS DOOR/TRANSOM FRAME WIDTH SHEETS I & I'Il TYPICAL ANCHORS • MB • • SEE ELEV. , • • • • • FOR SPACING 0 TRAN30M JAMB IIIIIIII • • • • • • • • • • SERIES-MGE000 FRAMES OPTION EXTERIOR O.L. opom )OOR/TRANSOM FRAME WIOTH TRANSOM SERIES -0000 FRAMES EXTERIOR • • • • • • • • • • I _ $ee efv S �ti JY_ a 5 OF .,�� Browing no. DOOR/TRANSOM FRAME WIDTH / I'Il • MB • • • • • • • • � TRAN30M JAMB IIIIIIII • • • • • • • • • • SERIES-MGE000 FRAMES OPTION • • • • • • • • TRANSOM PRODUCT REVISEDes SERIES-MG5000 FRAMES OPTION comftln with the Florld■ • ••• • • • 0WIding Cds•••IOAP-No. 15.0826.32eixp;etlon J"9 Dete 12/24!2018 DOORSSHOWN141TH SERIES-950Ft FRAMES CRN ALSOBEUSEDWITH SERIES-MG5000 FRAMES.MI• i f roduc Contro �/ONS I I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I _ $ee efv S �ti JY_ a 5 OF .,�� Browing no. 090 4 970 354 1 953--�j ALTERNATE OPTION (Series MG5000) V 0 2.500--�j �a.96e� q: gl NP. I L '070 --TrII ,+so Z bbS 2.5� .200 q.spp 2.500 .090 .190 1.750 �. .200L cd .920 2.750 N 3.988 070 Q N -j I u Soo 5.000 L I Ezl b00R STOP mr. I 4 p1 2.405-^1 .190 1.9531[21. 970 --+I 8 O o LL 4.970 .2201 jam- J 904 O yult 14 14 El .110 -.50 T5 TRANSOM HEAD S-8000 O Z DOOR HEADER Series 9000 -- LT1 TRANSOM HEADER Series 9500 050 _5f _ Q� c , 2.232 E15 JAMB FILLER 3.904 Ca 1.110 209 E22 1.000 �- Q F024� 2.032 ��-� DOOR STOP COVER .127 z .zoo EJ DOOR JAMB Series 9000 .Deo I Q f I � 1.117 2.750 ---NNN 1.118 3.-7.703 320 1.601 127 1.750 4.074 `.0 4 � = U m Ty T4 HEAD COVER LI I 8 ? I 825 -•11.000 1.000 F^- .078 R (/1 .312 I 4.988 25 30 SOM 22L E10 CORNER BLOCK T10 GLAZINNAD PTER Te HORIZONTAL AT DOOR S-8000 f ,720 1.750 z n'I Ci 3.500 2.905 .578 E-•206 E4 1.810 7 "{ J. TOP RAIL 4.422 2 M .720 r .070 1 A25 o ee HINGE/LOCK STILE TMP �° 070 156 1>P, 8 3 Y 4.374 Tz TRANSOM ADAPTER 094 z 7.436 2.000 3.736 TM 3229 5.000 3.750 � N .110 -�{ .910 ._. JIIII- 1,o i E10 CLOSURE DOOR STOP I I TMp' .9so aim. aD IILLL 5.000 (E5) ,320 ,_ _.� SStt 7,562 (ESA) 7.437 (ES) ,126 2.250 ,835 .060 G 10.00 (E5A) 6.500 (E A 250 .206 9.062 (E5A) 1'0°° Te JAMB FILLER S-8000 T7 TRANSOM JAMB S-8000 os R .3 oeo TRANSOM GLASS STOP c R 1.427 T3 3.476 .320 � P50 1.788�j E7 1.74° .654 � o62 l $ MEETING STILE - INACTIVE LEAF '263 �-- oso 1'427 } rp -1-� _ ,607 1,950 1.372 1.111 7VF L000 m d I I 4.374 • • • • • • • • • .207 O _(_ .1 2 Ao {�-2.232 7.438 E9 GLASS STOP • • • • • • T9 Es STD. BOTTOM RAIL 110 x.320 872 GLASS STOP ` ° L • • • • • • • • s.1 tl LAS cuss) TRANSOM GLASS STOP S-8000 g ESA HI-PROFILE BOTTOM RAIL 1'141 145 E20 D001; S'PEEQ 11 1�Q ER G4T • • • - 11 i 1/ (»-2.d45 2.250 ,125 SEE SHEET f, FOR l�: V9F."'•� n n 1.950 ,122 HIGH THRESHOLD DETAIL PRODUCT REVISED �L 500 • • .as comp)yin wlth the Florid. - 92 ,y{ Ilding Codi .122 .150 I • • • • • •A-No. 15-0828.32 3.436---�I 4.50..7n-• • • • •. Operation Data 12/24/2018 TA Op f :moi: drawing no. 1.203 • • • • • . • • . . • c� W11-40 14.933 O • • • • • • � E1A A20RIDI•' \ � THRESHOLD Et4 O'ALTERNATE THRESHOLD hllam ro uc Control NA." THRESHOLD � sheet 7 0! TI Ez ESOW4 r MEETING STILE - ACTIVE LEAF LOCK BACK UP PLATE ES9015 I ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM t PART / QUANTITY DESCRIPTION MATERIAL MANE./SUPPLIER/AEMARKB ITRN / PART IF QUANTITY DESCRIPTLON MATERIAL MANF./SUPPLIER/REMARKS �u 2 Et E59012 I DOOR HEADER 6063-T6 TI ES9606 TRANSOM HEADER Serle. 9500 6063 -TG - I E2 E59014 I STANDARD THRESHOLD 6063-T8 - T2 ES9019 TRANSOM ADAPTER 8063-T5 - E2A ES9015 1 SADDLE THRESHOLD 6063-T6 - 73 ES90Ia (RANSOM CLASS STOP 6063-T5 - E28 ES -0026 1 HIGH THRESHOLD 6063-T6 - T4 ES9502 HEAD COVER 6083-15 1 12C ES -9027 1 THRESHOLD COVER 6063-T5 - MTI /10 x 1/2' F.H. ST/5T SMS - E3H ES9013 2 DOOR JAMB - HINGE 6063-T6 - MT2 TRIM GASKET SILICONE - E4 ES90O1 2 TOP MIL 6063-T5 - MT3 INTERIOR SPACER 1/4' x 1/4' FOAM ES E59002 2 STD. 80TTOM RML 6063 -TG - MT4 AS REDO. SETTING BLOCKS (1/16' x 3/41 AT 1/4 POINTS EPDM DUROMETER 8035 SHORE A �. (] If ESA ES -9000-031 2 HI -PROFILE BOTTOM RAIL 6083 -Te - T5 ES8005 AS REQD. TRANSOM HEAD S-8000 6005 -TB - AO E6H E59003 2 HINGE/LOCK STILE 6063-T5 - TO ESS013 AS REQD. HORIZONTAL AT DOOR 5-8000 8005-T8 - VS Q PPd11 E7 ES9006 I MEETNG STILE - INACTIVE LEAF 60113-T5 - T7 ES8012 AS REQD. TRANSOM JAMB S-8000 BD05-TB EB ES9007 I MEETING STILE - ACTNE LEAF 0067 -TS TB ESSO03 AS REgO. JAMB FILLER 5-8000 8005-15 - Q a E9H E59004 4 HORIZONTAL GLASS STOP 6063-T5 - T9 ESBOO6 AS REQD. TRANSOM GLASS STOP 5-6000 6063-T5 - EIV E59004 4 VERTICAL GLASS STOP 8063-T5 - 710 AS fl TRANSOM GLAZING ADAPTED E9.1 ES -9029 4 CLASS STOP (INSUL. LAM. GLASS) 6063-T5 - pp.. F z no n _ 1/4" HEAT STREN'D GLASS 090` Inlerloyer By 'Nue PVB BY 'Kuroroy Americo, Inc.' 1/4' HEAT STREWO CLASS SILICONE z m DOW CORNING 953 / DOW CORNING 795 \ I i I ( p \\ / _ l GLASS TYPE 'A' 9/16" OVERALL 1/4" TEMP. CLASS 3/8" AIR SPACE 3/16- HEAT STREN'D GLASS 090' Inlerloyer BY 'Kva PVB 8y Kvroroy America, Inc.' 7/16' HEATSTRCN'D CLASS • SILICONE • • • NOW CIRMING•DS36 ADW eoR•ING•795•• • • • • • • • • I • • • • • • E9.1 • I • • • • • •L• • • • • j K \ / • • • • • •- � • • • • • • • • • GL�95 '1APE- _ • • • • • • • 171/B' OVERALL• • • GLAZING OPTIONS''�%Si1NA� 1/4' HEAT STREN'D CLASS 090' Interlayer By 'Kud'yGos BY 'Kur9rey Americo, Inc: 1/4" HUI STREWD CLASS m DOW SILICONE 983 i / DOW CORNING 795 1 I I I 1 o \\ // _ GLASS TYPE 9/16" OVERALL �" AIR SPACE CONSISTING OF: SPACER' 'HELIMA' LOW PROFILE ALUMINUM SPACER BY 'LINGERMANN -MBH' AROUND THE PERIMETER OF THE GLASS: PERIMETER SEALA_yT: SILICONE • • DOW CORNING 791 GE 2000 • • • 1 I r J _ AN r � PRODUCT REVISED �' cP1J9''•., ��� as Complylny with the Florida Bultding Code N . 92 DIL-No. 15-0628.32 _ Vry * : - L ?xplRtion Date 12/2412018 1 � • • 6r OF Illy ' '`} R1DA. 6 M m ro uc Con b bbbiii E10T ES9005 4 CORNER BLOCK -TOP 6083-T5 - E108 ES9OG8 1 CORNER BLOCK - BOTTOM 6053-T5 - E11T ES9009 4 CORNER PLATE - 70P 6083-75 - J Z a 3 Z N o KQQQ GIn In i V ,J, 0�RIf m 'r .J m b Y O N 00 ME E110 ES9009 4 CORNER PLATE - BOTTOM 6083-75 - E12 ES9010 4 SUPPORT ANGLE 6063-T5 J/4" x 1" X 1/8' X 9' LONG C13 1.59011 AS ROD, HINGE BACKUP PLATE REINFORCEMENT 8083-75 E14 LWOW I LOCK BACKUP PLATE REINFORCEMENT 6087-T5 - E15 ES9016 AS ROD. JAMB FILLER _6063-T6 - EIB E59017 AS ROD. REINFORCEMENT 8063-16 - E17 ES9021 1/ CLOSER CLOSER SUPPORT CLIPS (PAIR) 6053-15 - E18 ES9022 1 CL05EK DOOR STOP 5083-15 E19 E59023 I/ CLOSER CLOSER COVER PLATE 6083-16 - E20 ES9005 DOOR SWEEP E21 E5906f DOOR STOP - - E22 E59052 DOOR STOP COVER - MI 28 /12 x 1' P.H. ST/ST SMS M2 AS ROD. +12 - 24 x 1/2' F.H. ST/ST MS - - M3 I8 /8 - 32 x 1/2' P.H. ST/ST MS - - Me 18 3/8' - 18 I I" HEX. BOLT - - M5 E59000 -G01 AS R00. WEDGE CASKET EPDM DUROMETER 70 8 '> 0 c u g N O a A Q s j m d $ M5 ES9000-GO7 AS ROD. SPACER CASKET EPDM DUROMMER 70 M7 ES9000-G03 AS ROD. BULB VINYL, BASE-POLYPROPKENE. BULB-TPE - ULTRAFAB. OUROMETER 73 MB ES9000-B1 AS REQD. SERIN- BLOCKS AT 1/4 POINTS EPDM DUROMETER BOt5 SHORE A M9 AS ROO. HINGE 4 1/2' x 4" - - M9A AS ROD. PIVOT FENCE ALUMINUM - FSETPOINT M12 1 J POINT LOCK - - 3 M13 1 KEY CYLINDER - - M14 t THUMBTURN - - M15 1 2 POINT LOCK - MI6 I/ LEAF DOOR CLOSURE - - M17 2 PUSH - PULL- - M19 W13273NM AS Roo. PILE - HEADER - M20 W2345INK AS ROD. PILE - MIG STILES - - M22 - 1/ CLOSER CHANNEL SPACER 5/8" X 1-3/4' - - 6 - - 1 o �. i W23 2 THRESHOLD CLIP - - M24 AS ROO. STRUCTURAL SILICONE - - M25 AS BOB, SILICONE - - M26 2/ CLOSER 1/4 - 20 x 2' HEX. BOLI - - M26 3/ CLOSER /10 x 1" P.H. ST/ST SMS - - M28 6/ CLOSER /10 x 3/4- F.H. ST/ST SMS - - o drawing n0. W1 1-40 sheet 8 o111 u29 J/ CLOSER /10 x 1' F.N. ST/5T SMS _ _ MJO AS RDD. j8 x I 1/2' F.H. ST/ST SMS - _ - M31 W1JJ51NK AS RQD. PILE - DOOR SWEEP - - U-12 w1si75NK As ROD, PRE - HEADER ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LOCKS: (See Table #1 or #3 for Load Capacities) OPTION #1: CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' 01285 LOCATED AT 41" FROM SILL AT EACH LEAF, FASTENED WITH (2) j14 X #12-241 X h1/2 SELFDRILLING OMACH NE SCREW ONE CREWATOTHER END OR CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'ADAMS RITE' LOCATED AT 40" FROM SILL AT EACH LEAF, FASTENED WITH (2) 010-32 X 3/4" FH MACHINE SCREWS AT ONE END AND (2) #10-24 X 1/2" FH MACHINE SCREWS OTHER END OPTION #2a CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' #2086 LOCATED AT 41" FROM SILL AT EACH LEAF. FASTENED WITH (1) #14 X 1" HH SELF DRILLING SCREW AT ONE END AND (2) #12-24 X 1/2" OH MACHINE SCREWS AT OTHER END OR CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'DOR-O-MATIC' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (2) #12-24 X 1/2" FH MACHINE SCREWS AT ONE END HINGES: (See Table #1 or gJ for L000 t:apaClaes) OPTION OFFSET PIVOT HINGES ALUMINUM AT TOP AND BOTTOM FASTENED TO FRAME AND THRESHOLD WITH #10-24 X 1/2" FH THREAD CUTTING SCREWS (2) AT THRESHOLD, (2) AT JAMB BOTTOM (3) AT FRAME HEAD HEAVY DUTY BRASS ON BRONZE AT MIDSPAN FASTENED TO FRAME AND LEAF WITH (4) 1/4-20 X 5/8" MS EXTERIOR OPTION #2: 4 X 4-1/2" ST. STEEL BALL BEARING BUTT HINGES LOCATED AT 11" FROM TOP & BOTTOM AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF STILE WITH (4) #12-24 X 1/2" FH MACHINE SCREWS PER HASP OPTION #3• • • ACTIVE LEAF: KEY OPERATED THREE POINT LOCK SYSTEM BY • • 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE AND A THUMB TURN ON THE INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL FASTENED WITH (2) #12-24 X 1/2" FH MACHINE SCREWS INACTIVE LEAF: MANUALLY OPERATED TWO POINT LOCK SYSTEM BY • •• 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE AND A THUMB TURN ON THE • INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL FASTENED WITH (2) #8-32 X 1/4" PH MACHINE SCREWS 3/8- HEX STEEL TIP 801.7 DUIDE •• STEEL ROD WITH • • THREADED ENDS THRESHOLD BOLT •• ••• • • • • • •• • •• • • • • ••• • • ••• •• • • • •• PRODUCT REVISED as complying with the Florida •i• Buil ng Code 75.0828.32 ••• ••• •••N� 0.0 • • Ea111an Date 12/24/2018 • • • • • •., • Min - rocluct uonlrof ••• • • • • ••• • • • • • • • • • • • • S. • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � Q;: CE dp'•� i � )V " iT E {r 92��ry� STATE OF vtr,� drawing no . _.!RoaiaR_�pc`` W1 1 —40 TOP RAIL WELDED TO VERT. STILE M2 M4 V El OT BOTTOM RAR WELDED TO VERT. STILE %/5 THRESHOLD CORNER �pp //fy�{Iw;Iy 110-24 TXTIR�AO-' CUTTING SCREWS r PIVOT THRESHOLD CORNER "I M1 M2 i • • • • • PRODUCT REVISED as compiling with the Florida • 8yIIdinO Codi • • aQ14No. 15 .0826.32 • • Iapttion Date 1 12412018 • e 9y • • milmizoarroduct Contro fOy.V s z f '•C• 6 4 j10-24 THREAD 1L2��' Q EH IC R 0: ZZZ 4l CUTTING SCREWS \ � Z Z n 3 O M m V, i � o N � N 2 CO : THRESHOLD CORNER ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I'fF�'�90 i yyi q 170592 1�'►''V>!T E� aeor . ��. drovringo na. 3000 PSI IN..'- , t:OGE Si.' ••`HIGH STRENGTH GROUT° POURED k HARDENED 1'c - 5000 PSI MIN. TYPICAL ANCHORS NOT BY MR CRSS SEE ELEVATIONS MUST TRANSFER SHEAR FOR SPACING LOADS TO STRUCTURE HIGH THRESHOJ.-D- OFTIDN APPROVED FOR WATER RESISTANCE WHEN USED WITH SINGLE DOORS NOT APPROVED, FOR WATER RESISTANCE WHEN USEO WITH DOUBLE DOORS. _ r u2.485— .090 .65 .090 TYP. = h L_ 1.150 C 37f .525 � e .100 150 Q7 u 4.970 W C W�W THRES c THRESHOLD iD COVER E26 HIGH ES9026HOLD a � aa�f� a • • • • W • 0 O SINGLE ODOR • • • • • • • • • • HI—THRESHOLD CORNER • • 10 O EE^0 • • • • 3000 PSI IN..'- , t:OGE Si.' ••`HIGH STRENGTH GROUT° POURED k HARDENED 1'c - 5000 PSI MIN. TYPICAL ANCHORS NOT BY MR CRSS SEE ELEVATIONS MUST TRANSFER SHEAR FOR SPACING LOADS TO STRUCTURE HIGH THRESHOJ.-D- OFTIDN APPROVED FOR WATER RESISTANCE WHEN USED WITH SINGLE DOORS NOT APPROVED, FOR WATER RESISTANCE WHEN USEO WITH DOUBLE DOORS. _ r u2.485— .090 .65 .090 TYP. = h L_ 1.150 C 37f .525 � e .100 150 Q7 u 4.970 W C W�W THRES c THRESHOLD iD COVER E26 HIGH ES9026HOLD a � aa�f� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AHA:' •,, a B 70592 TE OF •1 , drawing no. 11 W1 1-40 • • • • • • • • SINGLE ODOR • • • • • • • • • • HI—THRESHOLD CORNER • • • • • • • • •• ••• •• • • • •• PRODUCT REVISED • Y • • • • as Complying with the Florida Building Code • • • • • • • • • aNOw-W. 15-0826.32 • • • • • • • • • • • • • • • • • • • Bx•Irayon Date 1212412018 • • •• • • • • • • • • Mlamh Produatcontrol ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AHA:' •,, a B 70592 TE OF •1 , drawing no. 11 W1 1-40 MIAMI•I ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NPA) www.mlam1dRde.gov/economy Mr. Glass Doors & Windows, Inc. 7440 N. W. 66 Street Miami, FL. 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11IVIG-500" Aluminum Outswing French Door — L.M.I. APPROVAL DOCUMENT: Drawing No. Wll-40 Rev B, titled "Series MG -500 Alum. Outswing French Door (L.M.I.)", sheets 1 through 11 of 11, including sheet 3. 1, dated 07/15/11 and last revised on 03/16/16, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control . Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure charts for Single or Double door w/wo transom, glass type, lock type, hinges type and head, sill and jambs anchors. Lower Design Pressure shall apply to the entire assembly. 2. The Single Door with Transom is limited to Maximum Design Pressure DP = + 90 PSF. 3. Only Single Door w/ High Threshold option item E-211 (part # ES -9026) is rated for external Positive +120 PSF Water Resistant Rating, all other condition and thresholds are not rated for water Resistant Ratings. 4. Single Door w/wo transom utilizing Saddle Threshold option item E -2A (part #ES -9015) is limited to Maximum Design Pressure DP =+/90 PSF. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Barranquilla, Columbia and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. NOA No. 15-0826.32 Expiration Date: December 24, 2018 Approval Date: Apr1128, 2016 Page 1 _ COUNTYF ] MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATIONDIVISION ' T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy This NOA revises NOA # 13-0820.12 and consists of page 1, this page 2, and evidence pages E-1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge Plasencia, P.E. NOA No. 15-0826.32 „�,talia Expiration Date: December 24, 2018 Approval Date: April 28, 2016 Page 2 Mr. Glass Doors & Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's #10-0301.03) 2. Drawing No. WII-40 Rev B, titled "Series MG -500 Alum. Outswing French Door (L.M.I.)", sheets 1 through 11 of 11, including sheet 3. 1, dated 07/15/11 and last revised on 03/16/16; prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Large Missile Impact Test per FBC, TAS 201-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked up drawings and installation diagram of an Alum. Outswing Entrance Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5554, dated 05/10/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA's #10-0301.03) 2. Test reports on: 1) Uniform Static Air Pressure Test 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along marked -up drawings of an Alum. Outswing Entrance Door, prepared by FTL, Inc., Test Report No. FTL-5556, dtd 04/27/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA's #10-0301.03) 3. Additional test reports along with marked -up drawings of a single (X) aluminum outswing door per TAS 201, 202 (Full) and 203-94, issued by Fenestration Testing lab, Inc., Test Report No. FTL-5992, dated 09/09/09, reissued on 2/2/11 signed & sealed by Marlin D. Brinson, P. E. (Submitted under previous NOA's #12-0306.07 & 10-0301.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, prepared by Al Farooq Corporation, dated 05/29/15, 01/14/16 and last revised on 03/14/16, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 15-0602.09) 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Z�� Jorge Plasencia, P.E. ;ro:dt Control Unit Supervisor NOA No. 15-0826.32 Expiration Date: December 24, 2018 Approval Date: April 28, 2016 E -1 Mr. Glass Doors & Windows Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "Sentry Glas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their `Butacite® PVB Glass Interlayer" dated 04/25/15, expiring 12/11/16. F. STATEMENTS 1. Statement letter dated 08/06/16, compliance to FBC2014 (51h edition) and No financial interest, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Lab Compliance statement, part of above referenced test report. G. OTHER 1. Notice of Acceptance No. 13-0820.12, issued to Mr. Glass Doors .& Windows, Inc. for their "Series MG -500 Aluminum Outswing French Door-L.M.I.", approved on 09/19/13 and expiring on 10/13/18. 2. Distribution agreement ES Windows -Energia Solar, S.A. and ES Windows, LLC, dated 10/20/10, signed by Ms. Carla G. Torrente and Andres Chamorro respectively. (Submitted tinder NOA # 10-0301.03) 3. Private labeling agreement document in conformance of RER guideline dated 07/19/2011. (Submitted under NOA # 11-0720.10) 4. Test proposals # 07-4070 & 09-0165, approved by BCCO. (Submitted under NOA# 08-0813.04) Jorge Plasencia, P.E. Product Control Unit Supervisor NOA No. 15-0826.32 Expiration Date: December 24, 2018 Approval Date: April 28, 2016 E -2 D.L.O. HEIGHT (DOOR) a FRAME HEIGHT - 15.250' (STD. THRESHOLD) D.L.O. WIDTH (DOOR) FRAME WIDTH - 14.0625' D.L.O. HEIGHT (TRANSOM) FRAME HEIGHT - 5.125' D.L.O. WIDTH (TRANSOM) FRAME WIDTH - 7' . LEAF HEIGHT FRAME HEIGHT - 2,938' (STD. THRESHOLD) 4 1/2' MAX. LEAF WIDTH FRAME WIDTH - 5.188' HCORNERS THESE DOORS ARE RATED FOR LARGE 6: SMALL MISSILE IMPACT. SHUTTERS ARE NOT REWIRED. =— SEE CHARTS ON THIS SHEET FOR DESIGN LOAD CAPACITY OF ANCHOR TYPES .A.. C. OR 'D' SINGLE DOORS WITH OR WITHOUT TRANSOMS. PRODUCT REVISED SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF a• romp) Ino wlth the Pl•rlda Bulldlnp Cod• DOUBLE DOORS WITH OR WITHOUT TRANSOMS. /;." DOORS CAN ALSO BE USED WITH SERIES MGWOO OR SERIES 9500 C STOREFRONT SYSTEMS UNDER SEPARATE APPROVAL. MULLION ATTACHMENT, Expiration Date 12124/2018 END LOAD AND CAPACITY TO BE REVIEWED BY BUILDING OFFICUI. ENDS By a DOUBLE DOORS WITH STANDARD, SADDLE AND HIGH THRESHOLD AND SINGLE DOORS WITH STANDARD AND SADDLE THREM40LO ARE NOT APPROVED NTlam • Froauct uantrov FOR INSTAUATIONS WHERE WATER INFILTRATION RESISTANCE IS REOUWED. \ SINRE DOORS USING FS -9026 (HIGH THRESHOLD OPTION) ARE APPROVED 4 FOR WATER INFILTRATION RESISTANCE. SEE SHEET 4 FOR DETAILS. �����{yyyy 'n 0 0 7 O1 7 TNS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE S REQUIREMENTS OF THE 2014 (61H EDITION) FLORIDA BUILDING CODE D.L. OPO. INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 20Y MOOD BUCKS BY OTHERS, MUST BE ANOHDREO PROPERLY i TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPRWAL A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL S14US TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STIM - METAL SCREWS, THAT SURFACE APPLIED COME INTO CONTACT WITH OTHER DISSIMMR MATERIALS SHALL MEET THE FALSE MUNTINS E —11 FIMIDA 01111I111JO MDF_ MAY BE USED TABLE T V v, • .- __.. DOORS LOAD CAPACITY - PSF 8)NG11 DOORS WITHOUT TRANSOM (X OR LITH TRANSOM 0/X) ANCHOR TYPES .A.. C. OR 'D' GLASS LACKS TBNGYB PRODUCT REVISED DOOR DINS TYPE 'A' TYPE 'Wfa. OPTION /t OPTION /S OPTION (IS OPTION /D OPTION /2 a• romp) Ino wlth the Pl•rlda Bulldlnp Cod• FRAME FR" ETR. (+) EXT. (+) EXT. (+) EXE. (+) EXT. (+) 7. (4) EXT. (i) WIMH HEIGHT INT. - M. - INi. -) DHT. (-) DESCRIPTION 10 4Y 98-1/2' D0.0 f20A 80.0 90.0 120.0 80.0 120.0 47' .r tto-ur 80.0 1 120.0 30.0 90.0 120.0 80.0 120.0 Expiration Date 12124/2018 SINGLY DOORS WVH SADDER THRESHOLD LIMITED TO +00.0, -00.0 PBM SEE SHEET 8 FOR GLASS TYPES DESCRIPTION SEE SHEET 9 FOR LOCKS AND HNGES DESCRIPTION TABLE 1 MB ANCHORS LOAD CAPACITY - PSP SINGLE DOORB�THOUT TRANSOM (X) OR IRR TPU DOOR GWS. SEE SHEET 3 FOR ANCHOR DESCRIPTION i1 \ \ AC1NE 32 15/18' D.L. OPG. 41 53/16' LEAF WIDTH TYPICAL ELEVATION (X) 6 SURFACE APPLIED iV FALSE MUNTINSJ p MAY BE USED � v ANCHOR TYPES 'At' INTO CONC. AT STD. AND HIGH THRESHOLD, -TYPE 'C1' AT SADDLE THRESHOLD— TYPICA7 E• CV SEE SHEET 3 FOR DESCRIPTION (O/X) 4 1/2. MAX. Y HEAD/SILL F fa CORNERS 1 1 16 1 1 ----al ----- ANCHOR TYPES .A.. C. OR 'D' DOOR/TRANS( PRODUCT REVISED SEE SHEET 3 FOR a• romp) Ino wlth the Pl•rlda Bulldlnp Cod• 3- FOR JAMB ANCHORS TYPE/SHIYSPACE OBTAIN DESCRIPTION D.L 47' (61 ANCHORS AT TRANSOM Expiration Date 12124/2018 FRAME WIDTH ENDS By a A NTlam • Froauct uantrov ACTIVE H D.L. OPO. 41 13/16' i 11 i, i1 \ \ AC1NE 32 15/18' D.L. OPG. 41 53/16' LEAF WIDTH TYPICAL ELEVATION (X) 6 SURFACE APPLIED iV FALSE MUNTINSJ p MAY BE USED � v ANCHOR TYPES 'At' INTO CONC. AT STD. AND HIGH THRESHOLD, -TYPE 'C1' AT SADDLE THRESHOLD— TYPICA7 E• CV SEE SHEET 3 FOR DESCRIPTION (O/X) 4 1/2. MAX. Y HEAD/SILL F fa CORNERS 1 1 16 1 1 ----al ----- ( "0' PRODUCT REVISED 2- SELECT THRESHOLD TYPE TO BE USED PoR WATER RATING a• romp) Ino wlth the Pl•rlda Bulldlnp Cod• 3- FOR JAMB ANCHORS TYPE/SHIYSPACE OBTAIN NOAab. 150526.32 LOAD CAPACITIES FROM TABLE 2. \ n 4- TRANSOMS FOR SINGLE DOORS ARE LIMITED Expiration Date 12124/2018 TD 390.0 PSF THE LOWEST VALUES FROM STEPS 1, 2. 3 By a AND 4 WILL GOVERN. NTlam • Froauct uantrov ACTIVE 3215/16' D.L. OPO. 41 13/16' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLWATORY STATEMENT OCA05-DEC-219 SINGLE DOORS WITH OR WOHOUT TRANSOMS USE CHARM AS LOWS TNF MRREtPOR NO SI2F 1- FOR CLASS TYPE, LACK AND HINGE OPTIONS OBTAIN LAAO CAPACITIES FROM TABLE I. PRODUCT REVISED 2- SELECT THRESHOLD TYPE TO BE USED PoR WATER RATING a• romp) Ino wlth the Pl•rlda Bulldlnp Cod• 3- FOR JAMB ANCHORS TYPE/SHIYSPACE OBTAIN NOAab. 150526.32 LOAD CAPACITIES FROM TABLE 2. 4- TRANSOMS FOR SINGLE DOORS ARE LIMITED Expiration Date 12124/2018 TD 390.0 PSF THE LOWEST VALUES FROM STEPS 1, 2. 3 By a AND 4 WILL GOVERN. NTlam • Froauct uantrov No. T9 L * R.1 drowing no. W11-40 TABLE 3 I) DOORS LOAD CAPACITY - PSF DOUBLE DOOR WTPROUT TRANSOM EIL) OR WITH TRANSOM (0/101 4 i/2" UK GLASS L.00K9 MINORS DOOR DPAS. HEAD/SIU. FRAME FRAME WtWMM HEIGHT ANCHOR TYPES CORNERS 80.0 90.0 80.0 solo 90.0 80.0 90.0 A'. 'C' OR '0' 90.0 8010 80.0 80.0 8010 80.0 9010 SEE SHEET 3 FOR 90.0 00.0 90.0 70.2 90.0 81.8 81.2 DESCF6PTNIN 90.0 00.0 90.0 113.9. 9010 90.0 90.0 90.0 70.6 90.0 54.8 12.3 g om DDOA9 HATH OR M11IOUT TRANSOUS USE CNanTS C FN oAYS FOR THE CORRESPONDING DOOR SIZE I- FOR GLASS TYPE, LOCK AND HINGE OPTIONS drawing no. W71-40 mia • r uo ,!ONAt. .I,. OBTAIN LOAD CAPACITIES FROU TABLE 3. 2- SELECT THRESHOLD TYPE TO BE USED. 3- FOR JAMB ANCHORS. TYPE"SPACE OBTAIN LOW CAPACITIES FROM TABLE 4. 4- FOR HEAD ANCHORS, t*E/SHDISPACE OBTAIN CC LOAD CAPACITIES FROM TABLE 5. THE LOWEST VALUES FROM STEPS 1, 3 AND 4 WILL GOVERN. TABLE 3 I) DOORS LOAD CAPACITY - PSF DOUBLE DOOR WTPROUT TRANSOM EIL) OR WITH TRANSOM (0/101 1/4' SNIM EPACR 9/B" SNIM SPAC 1/8' SHIM SPACE GLASS L.00K9 MINORS DOOR DPAS. TYPE 'A' TYPE '8'/'C' OPTION 1 OPTION /E OPTION /5 OPTION /L OPT10H E FRAME FRAME WtWMM HEIGHT EXT. (+) EXr. (+) Ev. (+) EXT. (+) EXT. (+) EXT. M. (- M. - NT. - M. (- NT. - M. - INT. (-) 89' 98-1/2' 80.0 90.0 80.0 solo 90.0 80.0 90.0 80' 110-1/2' 90.0 8010 80.0 80.0 8010 80.0 9010 SEE SHEET 0 FOR TAASi ITIS uw lwn SEE SHEET 9 FOR LACKS ANO HINOES DESCRIPTION JAMB ANCHORS LOAD BLE p4 DOUBLE DOORS WMOUT TRANSOM i/4- SHIM SPACE 3 SPACING AT 10' O.C. BPACINO AT 8' O.C. AT l8 CHO ANCHOR BOB NCBOR ARCING ANCIIO ANCRO DOOR DILLS. 'A' 'C' 'D' A' 'C' 'D' 'A' LAME FRAME EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+)EXT.(+) IDTH HEIGHT M. - IRT.(-) INT.(- MLT. - IM.( -)- 7S'90.0 90.0 90.0 00.0 s0.0 90.0 90.0 8p• 110-1/2' 9010 98.7 9010 90.0 1 20.0 90.0 01.3 SEE SHEET 3 FOR ANCHOR DESCRIPTION 3" SURFACE APPLIED_/ - PSF FALSE MUNIM TH TRANSOM/ 0/1) MAY BE USED SPACE lfS SHIM SPACE 32 15/16• P 8" O.C. AT IB' O.C. AT 8' O.C. D L NOE AINCIIO11 iNCHORIANCHORfANCHOR0 41 13 16' L' 'C' 'A' I 'C' I 'A' 'C' LEAF .(+) Exr.(+) ERT.(+) EXT.(+) EXA EXT.(+) ANCHORS AT SRL INTO CONIC. IM - M.(-) INT.(-) MM.(- CLUSTER OF -6 LO 90.0 74.9 90.0 910.0 TYPE 'Al' AT STI. k HIOH THRESHOLD ... ...... .. ..: ann I TYPE 'Cl' AT SABRE THRESHOLD TABLE 6 IMAD ANCHORS LOAD CAPACrTY - PSF BLE BobWITHOUT TRANSOM (XX) OR WITH TRANSOM O 1/4' SNIM EPACR 9/B" SNIM SPAC 1/8' SHIM SPACE INCROE ANCHOR ANCH A ANCHOR ANCHOR ANCHOR ANCHOR TYPE 'A' TYPIC 'C' TYPE 'D' TYPE 'A' TYPE 'C TYPE 'A' TYPE 'C' EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXE (+) EM.HT tFRAMEFOM" NT. -) M. (-) M. - M. (-) INT. - ION./2• 90.0 90.0 90.0 90.0 90.0 73.0 00.0 � 90.0 00.0 90.0 70.2 90.0 81.8 81.2 90.0 00.0 90.0 113.9. 9010 90.0 90.0 90.0 70.6 90.0 54.8 12.3 SEE SHEET 3 PON Nn un M-11- IOIH 41u, CORS AT WAD z 1((77 3 J �SEE"CHART 5 F T� FOR CAPACITY j f^� \ 4� \\ •l W� F 734 ACTIVE -W T ]2 15/18' m DL OPG. •+ r 41 13/16" 04 SEE SHEET 3 FOR DESCRIPTION SEE SHEETS Tble'fLE7MH Int -1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300--09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 1 Q PRODUCT REVISED Qe 5 C u camp 1y1 with the Plorid• ,p BPliding Codi 70102 NDA -No. 18.0826.82 g Expiration D• 1212412018 , BIA78 OF By kouiD�.:' drawing no. W71-40 mia • r uo ,!ONAt. .I,. TYPICAL ANCHORS: SEE ELLV. FOR SPACING I TYPE 'A- 1/4- X 5' ULrm' -c BY %*LGO' (FU -177 —m 1'y-155 KS) THRU TOY OR 20Y WOOD DUCKS INTO CONCRETE OR MASONRY WITH 1-1/4' MIN. BED INTO CONCRETE (HEAD//JAMBS) n WITH 1-1/4' MIN. EMBED INTO FILLEDBLOCKS (JAMBS) C DIRECTLY INTO CONCRETE OR MASONRY WITH 2' MIN. EMBED INTO CONCRETE MEAO/JAMBS) WITH 2' MIN. EMBED INTO FILLED BLOCKS (JAMBS) ICHOR MOE DISTANCES a INTO CONCRETE AND MASONRY - 2-1/2' MAIN. ('"'L — INTO WOOD STRUCTURE_ 1" MIN: — — I TYPE 'C'- 5/16" X 5" ULTRACON BY -.'ELC_D_'(Fo-177 KSI. FY -I55 KSI) THRU 1BY OR 28Y WOOD BUCKS INTO CONCRETE OR MASONRY WITH 1-1/4' MIN. EMBED INTO CONCRETE (HEAD.JAM85) n WITH 1-1/4" MN. EMBED INTO FlLLED BLOCKS (JAMBS) 94 G DIRECTLY INTO CONCRETE OR MASONRY 0 WITH 2"TAN. EMBED INTO CONCRETE (HEAD/JAMBS) WITH 2" MIN. EMBED INTO FKLED BLOCKS (JAMBS) roar OISTAN q INTO CONCRETE AND MASONRY - 3-1/8" MON. L = INTO WOOD STRUCTURE_ 1-1/4' MIN. " c_ TYPE 'D'- 1/a TFKa OR SELF DRILLING CREWS (GRACE 5 CRS) , INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) p4 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) NTC MUM, -GAGE COUNTY APPROVED MULLIONS ALUMINUM : 1/8" THK. MIN. (5083-T5 MIN.) (NO SHIM SPACE) ANCHOR EDGE DISTANCES — INTO METAL STRUCTURE= 1/2' MIN_ TYPE 'A1':.l /4• X L_:/A' Ln_TRACON BY _'ELCO' (FU -177 KSI, FY -155 KSI) DIRECTLY INFO CONCRETE (FOR STO. AND HIGH THRESHOLD) WITH 1-1/2" MIN. EMBED INTO CONCRETE ANCHOR EWE DISTANCES INTO CONCRETE - 2-1/2" MIN. — -- — — —.._.— —.— — TYPE 'Cl' -AHS" Y 2' ULTRAT� N RY '171—CO'(Fu-177 KS), FY -155 KSO DIRECTLY INTO CONCRETE (FOR SADDLE THRESHOLD) WITH I -1/Y MIN, EMBED INTO CONCRETE C ANCHOR MOE DISY HM L _ INTO CONCRETE - 3-1/8' MIN. — WOOD AT HEAD OR JAMBS SG; 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'6 - 3000 PS1 MIN. C-90 GROUT FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. 89' _ DOOR/TRANSOM FRAME WIDTH 82' D.L. OPC. 4 1/2' LUX. (AT TRANSOM ENDSIN CORN/ERS 1 1 SEE CHARTS ON SHEET 2 FOR DOOR AND TRMISOM LOAD CAPACITY PRODUCT ■ REVISED u eom�nlVlnr with the F"do s.,ha Cod. NO"o. 15-0026.32 1X OR 2X WOOD BUCKS AND METAL STRUCTURES NOT BY MR GLASS �"P on Datti,1212412018 MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND my TRANSFER THEM TO THE BUILDING STRUCTURE. lillavul-USM FrontletControl 1 SURFACE APPLIED n x .� h N o I 1 Ci 'i 11 i� t J2 Ib/18' I 1 11 1 AA D.L. OPC D.L. OPG. 41 13/16- 41 13/16" 1 \ LEAF WIDTH ANCHORS AT SILL INTO CONC. It / \ CLUSTER OF 6 TYPE 'At' AT STD. 4 HIGH THRESHOLD TYPICAL , \ TYPE ,CV AT ADDLE T LEFT (O/XX) SEE DESCRIPTION =-u t \ II II / ACTME INACTIVE SEE CHARTS ON SHEET 2 FOR DOOR AND TRMISOM LOAD CAPACITY PRODUCT ■ REVISED u eom�nlVlnr with the F"do s.,ha Cod. NO"o. 15-0026.32 1X OR 2X WOOD BUCKS AND METAL STRUCTURES NOT BY MR GLASS �"P on Datti,1212412018 MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND my TRANSFER THEM TO THE BUILDING STRUCTURE. lillavul-USM FrontletControl 1 SURFACE APPLIED - x .� -Ir FMAY BE USED J2 Ib/18' "132 15/1V D.L. OPC D.L. OPG. 41 13/16- 41 13/16" LEAF OOH LEAF WIDTH ANCHORS AT SILL INTO CONC. C CLUSTER OF 6 TYPE 'At' AT STD. 4 HIGH THRESHOLD TYPICAL ELEVATION TYPE ,CV AT ADDLE T LEFT (O/XX) SEE DESCRIPTION SEE CHARTS ON SHEET 2 FOR DOOR AND TRMISOM LOAD CAPACITY PRODUCT ■ REVISED u eom�nlVlnr with the F"do s.,ha Cod. NO"o. 15-0026.32 1X OR 2X WOOD BUCKS AND METAL STRUCTURES NOT BY MR GLASS �"P on Datti,1212412018 MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND my TRANSFER THEM TO THE BUILDING STRUCTURE. lillavul-USM FrontletControl low CP droning no. W11-40 - x .� -Ir O - coo§1 aN to8 C low CP droning no. W11-40 41 13/16` LEAF VADTR LIR GLASS IAGWO - ES WWOOIIf SERIES / I / \ I Ti SEE SEPARATE NOP FOR DOOR MULU1Ot 1 AND MULLION ANCIANCF \\ 1 I REQUIREMENTS \ 1 ; 1 m ' 41 13/18' i I 41 13/16` LEAF VADTR - - est / I / \ I 1 r- 1 \\ 1 I t \ 1 ; 41 13/18' i 41 13/16` LEAF VADTR - - est 1 \ I / \ I 1 =- 1 1 1 t 0 MIAMI -DARE COUNTY APPROVED MG5000 WINDOW WALL SYSTEM BY 'MR. GLASS' UNDER SEPARATE APPROVAL. LOWER VALUES FROM DOOR CAPACITY CHARTS OR STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. ]NFORCIND ,EE CWMEI WINDOW WA s MIAMI-OADE COUNTY APPROVED SERIES 8500 WINDOW WALL SYSTEM DY 'E.S. VAN UNDER SEPARATE APPROVAL. LOWER VALUES FROM DOOR CAPACITY CHARTS OR STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. O wWWa WALL bvbltu FOR DETAILS PRODUCT REVISED as compT Ina with the Florida gugding Codi NOA-110. 18.0826.32 Expiration Data 1212412018 N�ilam,Wlbrocluct Control EXT. drawing no. W11-40 M FOR RESIST. DOOR I coNalr:TE �� �� 3006 P51 NIN. W RIPPED LEG M DOOR HUD RROINO-MG6000 FRAME OPTION DOORS SHOWN WITH SERIES -9500 FRAMES CAN ALSO BE USED WITH SERIES-MG5000 FRAMES.. PRODUCT REVISED u Domplylo with the Florida Building Ca a 15.0826.32 �.' t i v' bW10R:f Expiration Date 1 212 41201 8 30D6 PSI wN. sy ]HCH THBR OLD ProdUCt GOfttF*l SADDLE THRESHOLD FON b"Au O SEE S11YEI 11 FOR pEIAR.s AND LIMITATIONS -:P- I STI iJ2o . /�NA, t � GrT 2noM L 6 � drawing no. W11-40 oro�,u 1/2' MAX. 1/2- MAX. _LOAD BEARING SHIMSLOAD - 16 YF Y2 1 H 4 H6 48 24 II EARDIG SHOAS 1/4- MAX. 1 I 14 Y7 2 16 SEE CHARTS LOAD EiVRN6 SHIMSZ b 3 CRTS SEE A SHEETS i k 2 - _ SHEETS I d: 2 SEE CHARTS 0 i� SHEETS 1 k 2 r • _ METAL .: ALZ'LYS ANCHORS STRUCTURE SEE EV. SPACING p cav a �' UGTUiE OCT. m .l DOOR FRAME WIDTH mi EXTERIOR LOCK OPTIONS SEE SHEET 0 FOR DESCRIPTION +•�,� = •' D.L.O. AND SHEETS 1 4 2 FOR CAPACITY TYPICAL SANCEE H © FOR SPACING ALIERK47E 1/2- MAIL z TYPICAL ANCHORS LOAD MARINO SIUMS .. TYPICAL ANCHORS 1 MB 13 9Y NS M6 W FOR SPACNG 6X 1 1 1 14 SHEEE CHARTSETS u SEE ELEV. FOR SPACING LEAF WIDiH 1 " DOOR FRAME WIDTH T- TS. D E M FtlNGE OPTIONS SEE SHEET t FOR OESCRIP110N SHEETS 1 k 2 FOR CAPACITY - OAND Z 1 X07 tS 1/2' MAX. 2 MI 11 146 4 M6 1 W 1 I€1� 2 %12 14 14 1 116 - j-• N ki moo• LOAD BEARING SHIMS SHEETSEE S 1�2 INACTIVE ACTIVE IOY OR 28Y WOOD DUCK _ gg3' EXT. `. DOOR JA14R R SERIES -1406000 FRAME OPTION 5 '• DOORS SHOWN WITH SERIES -9500 FRAMES CAN $� :;:*; ALSO RE USED WITH SERIES MG5000 FRAMES a •..• , D.L.O. D.LO. 1 F EXTERIOR1�,J• GEN S n PRODUCT REVISED as camp 11As0 with the Plorld• ; :•f } TYPICAL ANCHORS SEE El". FOR SPACING us IJ ES MS MS 1 6L HOA -No. 1$•0828.32 2 1 1 M6 llepintlon Dab 1212411018 � • ` droving no. HEW MOTH LEAF WIDTH .r 6y •. GgRHA,.•' wl 1-40 FRAME WIDTH _ - - - • Mla rouo on ro�OA►AL T II •beet5 of 11 0 SHEETS T & 2".k IM ANCHORS SEE ELEV.- FOR LEV. FOR SPAM SHEETS 1 h TYPICAL ANCHORS �. ... SEE ELEV. eno m�r�ur�".' CO O ALTERNATE EXTERIOR T3 M6 DOOR/MANSOM FRAME WIDTH TRANSOM SINIES-9600 FRAME$ EXTERIOR OOOR/MANSOM FRMIE WOIH TRANSOM JAMB SRRTRS-M48000 FRAMP,S OPTION PRODUCT REVISED s complyyfn wHh '.Hold. Building C0 a NDA -No. 16-0826.32 expiration note 12/14/2018 IES -9500 FRAMES CAN M �ro�Con Control 3ES-MG5000 FRAMES. I tlrowing no. W11-40 .090 4'97° 2aoo---y .354 1.953 ALTERNATE OPTION (Series M05000) u g TYR .070 4ABe�Ir 460 Z y 2.500 .090 .180 S 1.750 Q 2.500 .200 2.5100 .200 .920 2.750t l 3.988 AW 5.000 1 1 DOOR STOP iYP .1901 1.963 1.063 (C 2.469- 4,970 .220�j 3,964 �f Et DOOR HEADER Series 9000 '110 TI ps0 Ip 7s TRANSOM HEAD S-8000 Lag TRANSOM HEADER Series 9500 2.232 JAMB FILLER -f 3.9154 l.no Els ase Eax - Lo90 Y 1 to 2.032 DOOR STOP COVER .127 LL Typ. .200 E3 DOOR JAMB Sarles 9000 .060 . 1.11a 1.117 2.750 1.750 6.937--3.sg3 .320 Leel I .127 4.874 L, 2.437 T4 HEAD COVER •°�- .0 4 - .02s i.0004 .078 2.290 .312 -�{ i.000 4.9B8 + Elo CORNER BLOCK �I 1•°°° Tl° GLAZING ADAPTER N HORIZONTAL AT DOOR S-8000 .320 3.500 22105 1.750-E-.206 os W m E4 1.610 1.317 -.{ ,578 r- - b TOP RAIL 4.422 11 I 6b M .320 / .070 •156 125 M � HINGE LOCK STILE m'• 1'�0 .070 �• 4ar4 T2 TRANSOM ADAPTER z 094 V' 3.436 2.000 3.736 1YP 3.229 5.000 3.750 N .110 � •-�j .910 I 112 Ela CLOSURE DOOR STOP I rn. r A� 1�.W0 763082 E5) )j 7.437 (Es) a2oJ 2.250 10.00 (ESA) •125 .250 '� .208 9.092 (ES) 1.000 T8 - TRANSOM JAMB S-8000 9.062 (E6A) -- JAMB FILLER 5-8000 150 '080 TRANSOM GLASS STOP 3.438 IA27 � � ,320 ( 230 1.786 O1.746 .664 ----` yI Q �2 A6R MEETING STILE - INACTNE LEAF .zea 1,421 7 . 1�• .60.7 •080 �' e - II 4,374 1- 1.990 1x32 •2BS 1.117 _� 5 ~ 2.232- �l 5,44. 0 GLASS STOP 1 EB .110 .320 - 1972 GLASS STOP c < e STD. BOTTOM RAIL 1 p, (R150L S .4 TRANSOM TRANSOM GLASS STOP S-8000 HI -PROFILE BOTTOM RAIL f 1.141 1,125 Ego DOOR SWEEP EI1 CORNER PLATE II AN, 2.445 2.250 .125 SEE SKEET 1t FOR 7.930 •122 HIGH THRESHOLD DETAIL PRODUCT REVISED 't• 1515 oomplyIny wIth tM Florida fp .500 .500 Ito9dln2 Codi 15-0826.32 .150 NOA-No. .122 3.436 4.500 1 ' drawing no. explrallon oats 12/2412018 OF 4.233 1.203 Ron on: . Wil - 1 1-40 c9. sy - THRESHOLD ALTERNATE THRESHOLD Ix m ro mot on ONA< l ah9el_7 uL_ 11 E2 ESDo14 MEETING STILE -ACTIVE LEAF E74 LOCK BACK UP PLATE EZA EM15 Yf6M I PART / QUANTITY DEBCRIPTION MATERIAL MANY./sUPPrAIR/REMARKE ITEM 0 FART' i QUANTITY DESCRUMON uffesLL MANP./SRPPLER/RE11AHKE EI ESOO12 1 DOOR HEADER 6003-76 T1 E99506 TRANSOM IIEAOFR Sedee 9500 6061 -TB E2 E59014 1 STANDARD THRESHOLD 6063-T6 - 72 ES9019 TRANSOM ADAPTER 6063-T5 - } E2A E5901$ 1 SADDLE THRESHOLD 8063-76 - 13 M019 TRANSOM CLASS STOP 6063-75 - E211 ES -9026 1 HIGH THRESHOLD 6063-T6 - T4 ES95D2 HEAD COVER 6083-15 - O FTC ES -6027 1 nviESHOID COYER _ 6063 -TS _ UTI /10 x 1/2" F.H. ST/ST SMS - ISH ES9013 2 DOOR JAMB - HINGE 6083 -TB - MT2 TRIM CASKET _ SUCONE - E4 ES9001 2 TOP RAIL 6063-T5 - MT3 INTERIOR SPACER 1/4' x 1/4' FCMM - I4 E5 ES2002 2 $10. BOTTOM RAIL 6063-76 - MT4 AS LEAD, SETTING BLOCKS (1/16' x 3/4) AT 1/4 POINTS WON DUROMETER 8045 SHORE A E511 ES -9000-031 2 HhPAME BOTTOM RAIL 6083-T8 - 75 ES0005 AS REOD. TRANSOM HEAD S-5000 6005-T6 - 16H ESOW3 2 NNGE/LOCK STILE BOBJ-T5 - T8 ESW13 AS READ. HORIZONTAL AT DOOR 5-8000 6005-T8 - E7 ESDODB 1 MEETING STILE - NACIAE LEAF 8063-75 - 17 F58012 AS REOD. TRANSOM MMB S-8000 600576 - E8 ENDO I MEETING STILE - ACTIVE LEAF _6063-18 - TB E46003 AS READ. JAJB FALER S-8000 0005-T5 - gillr _ ESF004 4 HORIZONTAL GLASS STOP 6063-75 - 10 E511008 AS REOD. TRANSOM GLASS STOP S-6000 6063 -TS - O 0 --Lem E9Y E59004 4 VERYCAL GLASS STOP 6083-T6 - TIO ESW14 AS READ. TRANSOM GLAZING ADAPTER 6063-T6 1"; E9.1 F9-9029 4 GLASS STOP (INSUL. TAY. GLASS) 60113-T6 - - �'' F 7T � 1/4' WAY STREM'0 CUSS 090' Nn1eA er Bulecile PV8 By 'Kuroroy America. Inc.' 1/P HEAT STREN'D GLASS SILICONE DOW CORNING 963 DOW CORNING 795 1 I \ h / ! ! g \\ / � _ r O .GLASA-SYPH. -A 11/16' OVERALL 1/4' TEMP. GLASS 3/6' AIR SPACE 3/16" HEAT STREN'0 GLASS 096' InleAoyer 9utoclte PVB By 'Kureroy Americo, Ina' 3/16' HEAT STREWO GLASS DOW CORNING 1103 DOW CORNING 795 10.1 / 1 \ 1 a o / \ / ._ :� Gj,d9$, 77PE 'C' 1-1/0' OVERALL GIAZTNG OPTIONS 1/4` HEAT SIREN'D CU55 090' Inlerla"r SenlryGloe By 'Kumray America, Inc: I/4" HEAT SYKWD GLASS SILICONE DON CORNING 983 / DOW CORNING 795 ! \ N / ! ! \` KK5 1\ / E � _ � LLSS GLASS TYPE 'B' 9/16' ONETIME 3/8" AIR 5PAC6 CONSISTING OF: ' 'H0.1MA' LOW PROFILE ALUWNUM SPACER BY 'LINGERMANN GMBH' AROUND THE PERIMETER OF THE GLASS. PERIMETER CERT AMT• SILICONE DOW CORNING 791 GE 2000 ! v kq,. PRODUCT REVISED with the Florida .r ' Mae suit1 O 4ompfym000 v HOA -Mo. 15-0826.52 �, ; N 7,��. - - Expiration Date 12124/2018 1 F , e � by i •• R RIDR��',p MI■m ro ue on ►o AL�C N11111 E1C1 E'59005 4 CORNER BLOCK -TOP 6063-76 - E100 Fb9C08 4 CORNER BLOCK - BOTTOM 6063-16 - E11T ES9009 4 CORNER PLATE_- TOP 6063 76 3 z - Z 5 g CS 6jKd 43^ p+{ N GO r zp N e0 �. Elie ES9009 1 CORNER PLATTE - BOTTOM 6083-75 - E12 E590f0 4 SUPPORT ANGLE --- 8063-T6 3/4' % 1' X 1/0' X B' LONG E13 ES9011 AS ROD. HHOE BACKUP PLATE REINFORCEMENT OM -15 - E14 E59020 I I= BACKUP PLATE REINFORCEMENT E15 E59016 AS ROD. AWB FILLER 0063 -To - E18 439017 AS 800. REHMCEIERT 6063 -TB - E17 E59021 1/ CLOSER CLOSER SUPPORT CLIPS (PAR) 6063-75 EIB ES9022 1 CLOSER DOOR STOP 8063-15 - E19 ESS023 1/ CLOSER CLOSER COVER PLATE 6063-75 - E20 ES9005 DOOR SWEEP - - _ E21 ES9051 DOOR STOP - - E22 ES9052 POOR STOP COVER MI 28 I12 x 1' PN. ST/ST SMS - -- _ M2 AS ROD. #12 - 24 x 1/2' F.N. ST/ST YS - Y3 to I8 - 32 x 1/2' PN. STAY MS - - M4 Is 3 ' - 18 x 1' HEX. BOLT - - MS E59000-GO1 AS ROD. WEDGE GASKET EPOM OUROMETER 70 � 0 i O R • d o M6 ESWO0-G02 AS ROD. SPACER CASKET EPOM OUROMEIER 70 M7 E59000 -GO] AS AQO. BURS VYM., BASE-POLTPROPILENE. BUU3 7PE - ULTRAFAB, OUROYETER 73 Ila EGOODO-BI AS REGO. SETTING BLOCKS AT 1/4 POINTS EM DUROYETEA 110!5 SHORE A Me AS ROD. IBFIOE 4 1/2' x 4' - _ _ M9A A4 ROD. OFFSET PIVOT HINGE ALUMINUM - U12 1 3 POINT LOCK - - U13 1 KEY CYLINDER - - M14 1 1HUY8TURN - - M15 / 2 POINT LOCK - Mill 1/ LEAF DOOR CLOSURE - - _ M17 2 MUSH - PILL - - _ M19 W13273NK AS ROD. PILE - HEADER - 1420 W23451N1 AS ROD. PILE - WIT STILES - M22 - 1/ CLOSER CHANNEL SPACER 5/e' X 1-3/4' - - - A 6 e $ Y2J 2 THIESHOLO CLIP - - -_-- M24 AS ROD. STRUCTURAL SILICONE - M26` AS ROD. SILICONE - - M20 2/ CLOSER 1/4 - 20 x 2' HM BOLT - - Y27 7/ CLOSER ItO x 1' P.H. $T SMS -__ - - M26 6/ CLOSER #10 x 3/4' F.H. ST/Sr SMS - - L= 3/ CLOSER 110 x I' FLK ST/ST BMS - - drawing no, W1 1-40 M30 AS RDD, 8 x 1 1/2' r31. ST/51 SMS - - U31 W1335INK AS 800. PRE - DOOR SWEEP - - M32 Ww276NK AS ROD. MLE - HEADER - - shoot of 1 LOCKS: (See Table #1 or #3 for Load Capacities) CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'JACKSON PANIC SYSTEM' 01285 LOCATED AT 41" FROM SILL AT EACH LEAF. FASTENED WITH 0) 14 X 1" HH SELF DRILLING SCREW AT ONE END AND (2) 12-24 X 1/2" ON MACHINE SCREWS AT OTHER END OR CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'ADAMS RITE' LOCATED AT 40" FROM SILL AT EACH LEAF. FASTENED WITH (2) 010-32 X 3/4" FH MACHINE SCREWS AT ONE END AND (2) 010-24 X 1/2" FH MACHINE SCREWS AT OTHER END OPTION #2: CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY \ 'JACKSON PANIC SYSTEM' 02086 LOCATED AT 41' FROM SILL AT EACH LEAF, FASTENED WRH (1) #14 X 1" HH SELF DRILLING SCREW AT ONE END AND (2) 112-24 X 1/2" OH MACHINE SCREWS AT OTHER END OR CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY 'DOR—O—MATIC' LOCATED AT 40' FROM SILL AT EACH LEAF. FASTENED WITH (2) #12-24 X 1/2" FH MACHINE SCREWS AT ONE END PANIC EXIT DEVICE OPTION 11 OR #2 HINGES: (See Table 11 or #3 for Load Capacities) OFFSET PIVOT HINGES ALUMINUM Al TOP AND BOTTOM FASTENED TO FRAME AND THRESHOLD WITH #10-24 X 1/2" FH THREAD CUTTING SCREWS (2) AT THRESHOLD, (2) AT JAMB BOTTOM (3) AT FRAME HEAD HEAVY DUTY BRASS OR BRONZE AT MIDSPAN FASTENED TO FRAME AND LEAF WITH (4) 1/4-20 X 5/8" MS EXTERIOR OPTION #2: 4 X 4-1/2" ST. STEEL BALL BEARING BUTT HINGES LOCATED AT 11" FROM TOP & BOTTOM AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF STILE WITH (4) #12-24 X 1/2' FN MACHINE SCREWS PER HASP OPTION 99: ACTIVE LEAF: V �� 1 Z a � KEY OPERATED THREE POINT LOCK SYSTEM BY 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK STILE AND A THUMB TURN ON THE INTERIOR. LOCATED AT 40" FROM BOTTOM OF PANEL FASTENED WITH d (2) #12-24 X 1/2' FH MACHINE SCREWS D INACTIVE LEAF: IL MANUALLY OPERATED TWO POINT LOCK SYSTEM BY 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & i i S BOTTOM OF LOCK STILE AND A THUMB TURN ON THE A INTERIOR, LOCATED AT 40" FROM BOTTOM OF PANEL a FASTENED. WITH 3/8' HEX STEEL OP (2) 08-32 X 1/4" PH MACHINE SCREWS 1 11110 T 80V GUIDE STEEL ROD WITH THRINDED ENDS THRESHOLD BOLT 51' TT� ro 'a z§1 §1 �ao8� A� PRODUCT pREVISED J tt:!� S�° Goodin �Codwltb fhn Ploride Tort•, 1: NOA-No. d. 15.0626.32 {r j k ,A4 [xplrxtlon Deb 4212412018 sta==g• � drawing no. D, ptz W11-40 IM64A.11 � MIeM - roue oetrof � TOP RAIL WELDED 10 VERY. SD1E Y2 4 V 10Y J RAIL D TO SME MU Y1 /10-24 % 12' m LAX Cummo SCREWS i P1Y4L.IHRESHOL CORNERCORNER Y2 010-24 X FN 11 CUTRNC Sf PRODUCT REVISED u eomplyyMYY with thq Flortdo gullding lSodo NOA-No. 15-0025.32 6xpUwtlon Di�12412018 m 70M * 1 1 8 E � i drawing no. W11-40 2.4805- 1.9031 788 1.803 L .oao TYP. 2.250 0 .37. L- .625 Q 4.970 THRESHOLD COVER E28 HIGH THRESHOLD O � b R IWO R. a MB NA I c § O u g 2c $ H1l C N N • 211 O j SINGLE ODOR s HI—THRESHOLD CORNER < < m CONCRETE . ; .. v '� ' • v ........... ♦ �' a 3000 • ' ° NICHT STRENGTH CROUT PRODUCT REVISED • SIOL° I • ' ° POURED k HARDENED as aompig: with the Florid. S n • Po •• 5000 PSI WN. 6alTdin9 CoA. TOW¢ •'• �V �• k TYPICAI. ANCHORS HOT BY AR CASs NDA-Ho. 16-0528.92 _ .I SEE MUST TOOSPACING LOADS TsmumNSVElt m expiration Date 12/2412015 * ,1(- • * $ 2 . ' drawing no. HIGH THRESHOLD ey�na ��aG of APPROVED FOR WATER RE515UNCE WHEN USED USED YDA ttSINGLE DOORS Mla r uc TmT • "Z4"!'�: �•• p• Wi 1-401 NOT APPWM FOR NATER RESISTANCE WHEN USED WITH DOUBLE DOORS rroNM.�c sheat 11 of � t M IAM I-DADE hEL"1I-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SAY 26 Stieet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) %vww.miamidade.gov/eeonomv ES Windows, LLC 10653 NE Quaybridge Ct. Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AIS. This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or matcgw fails to perform in the accepted manner, the manufacturer will incur the expense of such0testing and the AW may..... immediately revoke, modify, or suspend the use of such product or material within tTseir jurisdiiotiou RER • reserves the right to revoke this acceptance, if it is determined by Miami -Dade -GQenty Prodac*t• Control• • • • • Section that this product or material fails to meet the requirements of the applicabld bbiltling code. ' :0009: This product is approved as described herein, and has been designed to comply-40h'the Florida $uildin 0000 0000 0000 Code, including the High Velocity Hurricane Zone. • • 0 • • • ; • • DESCRIPTION: Extruded Aluminum Tube Mullion — L.M.I. • •' • • • •' • • • • • • APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Multi oNIP? sheets 1 through 9• • • of 9, dated 04/26/04, with revision G dated 07/14/14, prepared by Al-Farooq CorRoratign, sign &Ad sealell • by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Revision A tnp with t1v Votice cif' • • •; Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE NPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactures . i distributors and shall be available for inspection at the job site at the request of the Building Offers`]. " This NOA revises and renews NOA# 12-0308.37 and consists of this page 1 and evide ages E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. rj NOA No. 14-0731.06 MIAMMI- ECOUNTY Expiration Date: September 16, 2019 Ula Approval Date: September 18, 2014 Pagel ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 04-0712.01) 2. Drawing No. M04--04, titled "Aluminum Tube Mullions", sheets 1 through 9 of 9, dated 04/26/04, with revision G dated 07/14/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 2Q 1 94 • • • • • • . .... ...... 5) Cyclic Wind Pressure Loading per FBC, TAS.203-94 .. . .' 6) Forced Entry Test, Type "D—A" fixed windew,:Qxade f0; revel LV... • 1 per ASTM F 58894, Side—Hinged Do6f 63IStems pef AAM4 ...: 130492 and per FBC 2411.3.2.1, TAS 202A1;; • •; along with marked—up drawings and installation diagram of wiudows mulled togetheZ.:..' prepared by Fenestration Testing Laboratory, Inc., Test Reports Ne 0 FTI: -3816*, dated• • • • • 05/16/03; PTL -3819, dated 06/09/03 and FTL-3820, dated Qd/QW03, all signed and •. sealed by Joseph Chan, P.E. ; :00**: (Sub»rifted under NOA No. 04-0712.01) """ C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complyini with FBC-2010, dated 09/01/09 and updated on 07/10/14 to comply with PBC 5t Edition (2014), prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted partially under NOA# 09-0825.03) D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. Manye" ez, Y.E. Product Co 'trot xaminer NOA . 4-0731.06 Expiration Date: September 16, 2019 Approval Date: September 18, 2014 E-1 ES Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC - 5th Edition (2014), and of no financial interest, dated July 10, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. FTL-3810, dated 05/16/03; FTL- 3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory, Inc., all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 12-0308.37, issued to ES Windows, LLC for their Series Aluminum Tube Mullions — L.M.I., approved on 05/31/12 and expiring on,691f6/14. . . 0009 000..0 Manuel Pe ez; Product Control Exat ier NOA No. 11.06 Expiration Date: September 16, 2019 Approval Date: September 18, 2014 E--2 0000.. 0000.. 0000 9999 0000 0000 0000. 90 90 00 0 0900:0 999999 00 . . . . 0000.. ....00 0 0000.. 00 00 0 Manuel Pe ez; Product Control Exat ier NOA No. 11.06 Expiration Date: September 16, 2019 Approval Date: September 18, 2014 E--2 i .MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI—DADE COUNTY APPROVED IMPACT AND NON—IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM 'TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN OESIONED ANDTESTEDTO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PMT OF THIS APPROVAL A LOAD DURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING OUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MWAI—DADE COUNTY APPROVED GLAZJNC PRODUCTS MEETING ABOVE LOAD REOUIREMENTS. STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH • STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS STEP 5 ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED N STEP 1 ABOVE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING n zI.II O I 10 J i yk 2 J W J On I k) 0 C4 �Ia H �ZIZ3J1O I�I3z�R _j C-4 Q W 04 f •• •• ••• • • •• • • • •• C •; • • • • • ° a,;8 •• •• • • • • • A. • • • • • • • • • • • i' Engr. J_ PRODUCT PRODUCT REVISED i• a o I� CML as complying with the FWda S FLA PE J�7059I Building Codd i b �; • • • • • • C.A.N. 5 AttepUnce No I �. I, }' • • • 000 • • 000 • • • • • • • • • • • • • JU1,19e 1! , 2014 . . • • By�J • • • • •• . • • • •. • • • Mi Uede P N • • • • • • �—+� Browing no. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M04-04 I • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.000 �. .125 1.000 -� 1.000 r- .323 2.000 �2.000.125 - 2.000--y� 2 I _%jjq , ;o {1.000 I 125 .125 4.000 .338Z .125 3.000 4.000 .125 _ .125 Q iz' F Q 3.000 .125 a. LU. .323 1L 5.000 6.000 6.000 n 1 ♦� I - .125 .125 .250 �u < 8 Ix .950 N\4 Ix - 2.037 IN\4 Ix - 1.466 IN\4 Sx - .977 IN\3 ix a 2.975 IN\a Sx = 1.487 m\3 _ Sx .634 IN\3 Sx = 1.018 IN\3 G6 1 X3 .1 X4 1 X3 1 X4 r, I STD. MULLION STD. MULLION CUSTOM MULLION CUSTOM MULLION b f 6063-T6 6063-T6 6063-T6 6063-T8--� �2,�� .125 Ix = 5.204 I4\4 Sx a 2.082 IN\3 Ix - 8.276 IN\4 Sx = 2.758 IN\3 Ix - 15.203 IN\4 Sx = 5.088 M\3 Z j�-2.000� 125 I -' 2 X 5 STD. MULLION 2 X 6 STD, MULLION 2 X 6 LD.a .125 4.000 6063-T6 8063-T8 UEAVY MULLION 6083-T6 W J 03 M W .720 1.690 3.000 .125 ry N7 .156 TYP. � 0 n M N Z Z 3 J m i 3 z t`' 0 � Ix - 1.467 N\a Sx - .978 N\3 Ix = 2.976 14\4 Sx - 1.488 W\3 .125 2.000 2.750 3.250 1.403 Q NNa W C-4 to I l 2 X 3 STD. MULLION 2 X 4 STD. MULLION 3.750-) F 4.500 8063-T8 8063-T6 NOTCH OPTIONAL 1/2` OPTIONAL0I NOTCH&IT/ yy � 52 F.I 4 R I M I P pG TYP. p 0' I> Iyy .125 2.077 Ed - MIN. EDGE IA. 1/2' FOR 1/4' DU, ANCHORS 5/: tAt S�I!"�N.� CMRS • Ed ••5/8' Ed a MIN. EDGE DIST, 1/2` FOR 1/4' DIA. ANCHORS FOR 5/18" DIA. ANCHORS..a 0 p'ry lig g: $i = �2.000� • • • i i O6 -T • i • • MULLION CLIP 8083 -TB 0 W •• .•.• •• • • • •• r� O Ed. fngr. A\VAO AHMM CMI, FIA. PE 70592 PRODUCT RBVIS6U 03 complying with the Florida do qq I I o I. • • ••• • • C.A.N.f ••• • Building Go A�ccpt•oNo of,••• UL 81,OAI- ExpirationDole s Ed MN. EDGE 01ST. 1/2' FOR 1/4' DU. ANCHORS 5/8' FOR 5/18DIA. ANCHORS • ••• • ••• ••• ••• • • 0 C drawing no. ANGLE CLIP �� ` M04-04 ' 6063 -TS `sheet • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • �..._.. DESIGN IAAD CAPACITY -PSP (TUBE W).LION3) - DESIGN LOAD CAPACITY - PSI! (TUBE MULLIONS) '-DESIGN LOAD..CAPACITY - PSF'(TUBE MULLIONS) �u � 1 X 3 1% 4 1 X 3 1 X 4 1 X 3 7 X 4 AI! �wf CUSTOM_CUSTOM CUSTOM CUSTOM - CUSTOM CUSTOIi ��ot iYINDOW DUfS. - WINDOtt DIM3. WINDOW DIMS. LX3 1X4 2X9 2X42X5.,2X8 2%8 tX31.X4 2X3 2X4 2 X 5 2-X8 2X8 1X'9 1X4. 2 X 3 2X4 2 X 5 2%8 2X6 -p! WIDTH (W) MULL, SPAN 'STD. STD.. STD. 3TD.. STD.- STD. -HEAVY MOTH .(W) NULL. SPAN ' STD. STD. STD. ,STD. STD. STD. HEAVY YAOTH (V) MULL .SPAN STD. .STD. STD.. STD. STD. STD, HEAVY 19-1/8" 150.0 150.0 150.0 ' 150.0 150'.0 150.0 150,0 19-7/8' 74.6 140.9 115,1 150.0 150.0 150.0 150.0 19-1/8' ' 37.9 27.3 ' 55.3 96.7_ 146.1 150.0 0 O 5555..... 5555._ 5 _._ - 555_ 26-1/2' 150.0 150.0 150.0.--.150:0 150.0 150.0 150.0 26-1/2' 53.8 '101.7' -83.1 146,6 150.0 150.0 150.0 26-1/2' - 27.3 - .39.9 69.8 105.5 150.0 i3l .. _ 5555.._ _ _ _ 30" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 30' 47.5 -89.8 73.4' 131.3 150.0 150.0 150.6 30" - 24.1 - 35.3 561.3 93.2 _150.0_ � �3 ..-_ -70 5555 _ _ 37' 150.0 150.0 150.0 150.0 150.0 1500 150.0 37' 38.5 72.8 59.5 ' 1.06.4 148.9 150.0 150.0 37" - - - 28.fi 50.0 75.5 f38.8 Ar __- ._._........ _ 5555_........._.__..1 __.-. f4 42' 149.6 150.0 156.0 15010 150.0 150.0. •.150.0 42" 33.9 64.2 52.4 93,8 131.2 150.0 150.0 42' - - - 25.2 44.1 88.5. _122.3 GG 4A' 38-3/8" 130.9 150.0 150.0 150.0 150.0 150.0 150.0- 48' 74-1/4' 29.7 56.1. 45.9 82.1 114.8 150.0 150.0 48" 120' - - . - 22.0 38,5 58.2 107.0 5555._ ._....._ _..._....._.. 54' 116.3 150.0 150.0 150.0 150.0 150.0 150.0 54' _26.4 49.9 40.8 72.9 102.1 135.2 150,0 54" - - - - 34.3_ 51,8 95.1 8 ._ ...._.._..__..5555 102.1_..5135.2 _ 60' 104.7 150.0 750.0 150.0 150.0 150.0 150.0 60" 23.8 41.9 38.7 65:8 91.8 121.7 � 150.0 60" - - - - 30.8 48.8 85.8 _ .......___ _-5555 _ -- 5555._- 5555 7 88" 95.2 150:0 148.8 150,0 150.0. 150,0 150.0 66' 21.6 40.8 33.4 59.7 835 I WX 150.0 66" - - - _- ' 28.0 42,3 77.8 Q _......_.. _. _. _.. 5555 . 5555_. 72' 87.3 140.1 134.5 150.0 150.0 150,0 150.0 72' - 37.4 30.6 54.7 76.5 101.4 150.0 72' - - - - 25.7 38.8 71.3 � 8 19-I/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19-1/8' 51.5 110.1 79.5 150.0 150.0 150.0 150.0 19-1/8" - 28.5 20:5 41.6 72.7 115.6 150.0 a ; .__ .. .....___ 5555._ _ IIIYYY - .4 26-1/2" 138.2 150.0 150.0 150.0 150.0 150.0 IS0.0 28-1/2' 37.2 79.{ 57.4 116.1 150.0 130.0 150.0 26-1/2" - 20.3 - 30.0 52.5 BJ.4 150.0 N+ 2L �'? ...._....__ 5555 _ 30' 120.3. 150.0 150.0V150.0 150.0 150.0 f50.0 30' '32.8 70.7 50.7 102.6 143.5 150.0 150.0 30' - - - 265 46.3 73.7 135.4.-55_.- 5 00 37' 97.8 150.0 150,0 150.0 150.0 .150.0 37" 26.6 56.9' 41.1 83.2 116.4 150.0 150. 37' - - 21.5 37.6 59.7 109.842" 85.9 138.0 132.6 150.0 150.0 150.0 42" 23.4 ,50.1 36.2 73.3 102.5 135.0 150.0 12` - - - - 33.1 52.6_., 48" 50-5/8" 75.2 120.8 116.0 156.0 150.0 150.0 48' 84' 20.5 43,9 31.7 64.1 89.7 118.8 150.0 48" 132' - - - 29.0 46.1 84,6 54" 66.8 107.3 103.1, 150.0 150.0 150.0 54' J8.0� .. 28.2 57.0 79.7 105.6 150.0 54" - - - 25.7 40.9 75.2... - 80"60.2 96.8 92.8 150.0 150.0 150.0 60'. - 35.1 25.3 51.3 716 95.1 150.0 60" - - - - 23.2 38.8 87.7 Z .55.. 66" 54.7.. 87.8 84.4 150.0 150.0 150.0 86" - 31.9 23.0 46.6 65.2 88.4 150.0 88' - - - 21.1 33.5 61.b ' O_ ._-_- 72-. 1 50.1 ' 80.5 77.3 117.7 150.0 150.0 150.0 . 72" -. 29.2 21:1 42.7 59.8 79.2 145.6 72" - - - - - 30.7 56.4 _ J •k 143.9 150.0 150.0 150.0. 150.0 150.0 150.0 f9-1/8" 34.5 74.0 53.3 1D8,I 150.0 150.0 150.0 19-1/8" - 21.9 32.0 56.0 69.0 150.0 i Q .._....._. _..- _ _. .. 5555 _ _ _ 26-1/2' 103.8 150.0 750.0 ,150:0 150.0 150.0- 150.0, 26-1/2" 24.9 53.4. .38,4 78.0 124.4 150.0 150.0 28-1/2" - - - -- -23.1 40.4 64.3 118.0 W �� 30' 91.7 147.2 141.4 1 150.0 150.0 150.0 150.0 30' 22.0 47.2 34.0 68.9 109.9 145.6 150.0 30" - - - 20.4 35.7 56.8 104.3 to tai ---.... 5555 ----- 37" 74.3' 119.3 114.7 150.0 150.0 150.0 150.0 JT - 38.2 _27.5 55.9 89.1 118.0 150.0 37" - - - - 28.9 46.0 _ _ 84.5 I_ 514.._ -. . __. ._ 42" 65.5 105.1 701.0 150.0 150:0 150.0 150.0 42' - 33.7 24.3 49.2 78.5 104.0 150.0 42" - - - - 25.5 40.5 74.5 N M n 5 555._ _ -5555_ .. - I i � I� ) r 48' . 58" 57,3 92.0 .88.4 134.5 150.0 150.0 150.0 .48^ W. 29.5 21.2 43.1 68.7 91.0 150.0 48" 144' - - - 22.3 35.5 65.2 5555... 5555__ 5555 54' 5019 81.6 78.8 1195 150.0 150.0 150.0 54' - 28.2 - 36.3 81.0 80.9 148.6 54' - - - 31.5 57.9 ? - m 3i _j -- 2.8 60' 45.6 73.6 70.7 707.8 150.0 150.0 150.0 80' - 23.6 - _, 34.4 54.8 72.8 133.7 80" - _..- - _ __ -__ ,.. 28.4 52.1 J I _ � 68' 41.7 66.9 84.3 97.8 138.8 150.0 150.0 66' - 21.4 - 31.3 49.9 66.2 121.8 68" - - - - - 25.8 47.4 Q I N N --- - 5555_. -- -- ihi c 72" 3&2 61.3 58.9 89.6 125.4 150,0 150.0 72' r24.2 - - 28.7 45.8 60.7 111.5 72' - - - - - 23.6 43.4 19-1/8" '121.9 150.0 150.0 150.0, 150.0 150.0 150.0 19-1/8" 51.9 37.4 75.9 132.7 150.0 150.0_..-_........__ ARCHES TO BE INSCRIBEDrNORRONTAI MULLION28-1/2"88.0 141.2 135.7 150.0 150.0 150.0 150.0 26-1/2' 37.5 27.0 54.8 95.8 130.2 150.0 INSIDE RECTANCUTAR SWPE.30'77.7 124.6 119.9 IS0.0 150.0 150.0 150.0 30" 33.1 23.9 48.4 84.6 115.0 150.0 37 • • • • • • • • • • • • • • • W7 • • • • • • • • • • • • • • • • • • • • • • • 63.0 101.2 97.2 147.9 150.0 __._.... 150.0 150.0 37 GLAZING 9 , JAVAD AHLIAO - 26.8 5555.. 39.2 .68.8 93.3 1'50.0 42' I ; �� 55.5 89.1 85.6 130.3 150.0 150.0 150.0 42' R �o - 23.7 - 34.6 60.4 82.2 150.0 1" 63" 48.6 78.0 74.9 114.0 150.0 150.0 150.0 48' 108" _ _ - 20.7 - 30.2 _ 32.9 71.9 1325. 1 54' 43.2 69.3 66.6 101.3 141.8_. 150.0 150.0 54' '- __. - - 26.9 47.0 63.9 555 1 117.4 80' 38.8 .62_4 _ 59.9 91.2 127.6 150.0 150.0 60' - - - 24.2 '42.3 575 105,7 86" 35.3 56.7 545 82.9 116.0 150.0 150.0 66' 22.0 5555._5555__ 38.5 52.398.1 72" 32.4 52.0 49.9 76.0 106.3 140.8 150.0 72' - - - 20.2 _ 35.3 _ 47.9 '- 88.1 ALL LOADS ARE EXT.(+)/INT.(-). • • • • • • • • • �LAZII,lr IF PRODUCT 3 _ o; , 9 � alp S g� 0 i@ GLAZING GLAZING PRODUCT PRODUCT � y $j818 o c•«Ie � 8 3 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. • • • • • • • • • • • • • • • W7 • • • • • • • • • • • • • • • • • • • • • • • W2 L MULLION SPAN VERTICAL `'ig `' 8 MULLION GLAZING GLAZING 9 , JAVAD AHLIAO PRODUCT PRODUCT � - 5555-_.._ • • • • wl f wz • WIET�I a tri --•Z r,y CML FLA PE / 70592 CAN, 35,7._6 as wmpiyin9 wilh The P1orldR nc«ptenee Ian 14• !, 40,d;:g RspileTionDxe��p�G� I ; �� ANCHORS TYPE AND APPLICABLE TO �LAZII,lr IF PRODUCT 3 _ o; , 9 � alp S g� 0 i@ GLAZING GLAZING PRODUCT PRODUCT � y $j818 o c•«Ie � 8 3 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. • • • • • • • • • • • • • • • W7 • • • • • • • • • • • • • • • • • • • • • • • W2 L MULLION SPAN `'ig `' 8 (INTERPOLATION BETWEEN WIDTHS ALLOWED)En TYPICAL MULLION ARRANGEMENTS 9 , JAVAD AHLIAO PRODUCT REVLSBD 'D' 'E' - 5555-_.._ • • • • wl f wz • WIET�I a tri --•Z r,y CML FLA PE / 70592 CAN, 35,7._6 as wmpiyin9 wilh The P1orldR nc«ptenee Ian 14• !, 40,d;:g RspileTionDxe��p�G� I ; �� ANCHORS TYPE AND APPLICABLE TO ` _ 4", 5" AND 6" TUBE MULLIONS. • • • • • • • • • • • • • • • • JUL,l1,201f4 R �o .ANCHORS TYPE 'A', 'B', 'C', 'f' AND 'G' APPLICABLE _ --,• • •• • • • • • • • • , r ,i'.! hiami Dade Prodnet Conitol drwine not TO ALL TUBE MULLIONS. ! MULLIONS ; ✓,. M04_-04 sheet 3 of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - -DESIGN LOAD CAPACrry - PSF (`ANCHOR �DEfAIL /1 , GLAZING DESIGN LOAD CAPACITY - PSF _VERTICAL MULLION PRODUCT PRODUCT DESIGN LOAD CAPACITY - PSF GLAZING GLAZING3 I r WINDOW DINS, ANCHORS TYPE .. ANCHORS TYPE . ANCHORS TYPE WIOiH, W) MULL,SPAN A B. C D E F. WIDTH (W) MULL SPAN, A B C. D E F G WIDTH, (W) MULL SPAN A. B. _ C .D E F G 19-1/8' 26-1/2" 30' 37" 42" 48' 54" 60' ' 66" 72" 39-3/8" 150.0 '150.0 150.0 150.0. 150.0 150.0 19-1/8" 26-1/2" 30" 37" 42' 48". 54' 60" 66' 72' 74-1/4' 101.0 150.0'. 1,39 .5 150.0 - 150.0 120-6 150.0 19-1/8" 26-1/2' 30" 37" 42' 48' 54' 60" 66' 72' {20' .62.5 125.0 86.3 150.0 150.0 74.6 149.2 p p� I 141.0 150.0 150.0 '150.0 150.0 150.0 72.9 -F45.5 100.7 150.6 150.0 87.0. 150.0 45.1 90.2 62.3 174.5' 150.0_ 53.8 107.7 124.8 15D.0 150.0 150.0 1506 148.7_ r15 64.4 128.8 89.0 150:0: 150.0 76.9 150.0 39.8 79.7 55.0 110.0 137.6 47.8_ 95.1_ 101.0 150.0 139.8 150.0 • 150.0 .120.8 52.2 104.4 72.1. 144.1 150.0 62.J 124.6 48.0 92.0 63.5. 127.0 150.0 54.9 109.8 32-3 64.6 44.6 89.2 111:6 38.6 77,1 89.0 150.0 122.9 150.0 150.0 108.2 _ 28.5 56.9 39.3 78.6 98.3. 34.0 87.9 24.9 49.8" 34.4 - 88.8 86.0 29.7 59-4 _. _ _._..__ 22.1 44.3 30.6 61.1 78.1 26.4 32.8 77.9 .150.0 107.6 150.0 150.0 92.9 40.2. 80.3'. 55.6 111.1 139.0 46.0 98:I __-_.__ .__ ., _. 69.2 138.4 95.8 150.0 150.0 82.6 150.0 .__ _ 35.8 71.5 49.4 98.8 123.5 42.7 85.4 _ __....._ 62.3 124.8 86.1 1506. 150.0 71_3 _ 148.7 __. ..._ 32.2 64.4 44.5 68.9 1 / I'.2 38.4 76.9 -,.. _ - 39.8 275 55.0 68.8 23.8 47.6 7 56.8 113.3 78.2 150.0 150.0 67.6 135.2 29.3 58.5 40.4 80.8 101.1 34.9 69.9 - 38.2 25.0 50.0 62.5 21.6 43.2 51.9 1039 71.1 143.1 150.0 62.0 123.9 28:8 53.7 37.1 74.1 92.7 32.0 64.0 = 3J.2 22.9 45.8 57.J - 39.8 19-1/8' 28-1/2" 30" 37" 42" 46"' 54" 60" '68" 72" S0-5/8' 146.1 . 150.0 150.0 150.0 150.0 _150.0 150.0 .19-1/8" 26-1/2" 30' 37" 42' IB' 54' 60" 68" 72' , . 84' . ' " ' 89.3 150.0 .123.3 150.0' 150.0 108.6 150.0 � 19-1/6' 26-1/2' 30" 37' 42" � 48' 54' 60' 88" 72" � 132" w 589 113.6, 78-5 150,0 150.0 679 4 11a.. � 16 < Ii i IL Q N d 000 el 1- i L 106.9 150.0 147.7 150.0 - 150.0 127.6 150.0 64.4 - 128.9 89.0- 150.0 150.0 76.9 150.0 _ _135.6 41.0 826 56.6 11_3.2 141.6 48.9 _ _ 97.9 36.2 72.4 50.0 100.0 125.1 43.2 86.5 94.4 150.0 130.5 150.0 150.0 112.7 150.0 56.9 111-8 78.6 150.0 150.0 67.9 135.9 48.1 92.3- 63.8 127.4_ 150.0 55.1 110.2 76.6 150.0 1059 150.0 150.0 91.4 150.0 29.4 56.7 40.8 81.1 101.4 35.1_ 7_0.1 87.3 .134.9 93.2 150.0 150.0 80.5 150.0 '40.7 81.3 56.2 112.2 140.4 48.5 97,0 25'.9 51.7 35.7 71.4 89.4 30.9 61.8 59.0 118.0-. 81.5 150.0 150.0 70.4 140.9 35.6 � 71,1 49.1 962 122.9 42.5 8419 31.6 83.2 43.7 87.3 109.2 37.7 75.5 ..6 _._.- 22.6 45.3_ 31.3 62.5 78.2 27.0 54.0 r --I Z 1 O - H 52.5 104. 72.5 144.9 , 150.0 62.6. 125.2 20.1 40.2 27.8 55.6 69.5 24.0 48.0 47.2 94.4 65_2 1 JOA 150.0 58.4 112.7 42.9 85.9 59.3 118.5 148.3 51.2 102.5 39.3. 78.7 54.4 108.6 .135.9 47.0 93.9 28.5 56.9 39.3 78.6 98.3 34.0 67.9 '25.9 51.7,,..., _ 35.7 71.4 89.4_- _30.9_ 61.8 -., 2J.7 47.4 329 65.5 81.9 . 28.3 56.6 - ' _36.2 25.0 50.0_ 62.5 21.6 43.2 _ - 32:9 22.7 45.5 56.9 - 39.J - 30.2 20.8 41.7 521 - 36.0 - 19-1/8" 26-1/2' 37" 42' 48" 54" 80" 86" 7Z' .' 58' 129.3 150.0. 150.0 150.0 150.0 150.0 150.0 19-1/8" 26-1/2- 30' 37' 4Z' 48" 54'- 60" 66' 72' 96" '. 78.t 150.0- 107.9 150.0 150;0,. 93.2 150.0 14-1/8" 26-1/2' 30" 3T 42' 46' 54' 60' 66' 72' - 144' 52.1 104.2 71.9 1439 150.0 62.2 124.3_ J; lJ m ; 1�-• 1 DI "16 fA Q U a ^ M U M 3 ro 93.1 160-0 128-9 -150.0 .150.0 111.4- 150.0 _ 5a.4 112.8 77.9 150.0 150.0 67.3 134.6 37.6 75.2• 51.9 103.8 1299 44.9 89.7__ 82.4 150.0 11,3.9 150_0 150.0 98.4 150.0 499 99.8 6&8' 137.5 150.0 59.4 118.9 3J.2 66.4 45:8- 91.7 114.7 39.8 79.3 26.9 539 37.2 74.3 93.0 32.1 64.3 88.6 133.7 923 150.0 150.0 79.8 150.0 58.9 117.8 81.3 150.0 150.0 70.J 140.5 51.5 103.0 71.2 142.2 150.0 61.5 123.0 __.. _. 40.4 80.8 55.8 111.5 139.5 48.2 9&4 15.8 71.1 49.1 98.2 122.9 42.5 84.9 -_. _ .23.7 47 4 32.8 65.5 81.9 28.3 58.6 _..__ _.__. 209 41.5 28.7 57.3 71.7 24.8 • 49.5- -.-..__.-_ 9.5 - 36.9 " 25.5 50,9 63.7 22.0 44.0 _-.._ 31.1 62.3 43.0 65.9 107.5 37.2 74.3 45.8 91.6 6313 126.4 150.0 54.7 109.3 __.-._. - 27.7 55.3 38.2 , 78.4 95.6 _ 33.0 66.0 41.2 82.4 38.9 1139 142.3 - 49.2' 98.4 24.9. 49.8 34.4 86.8 88.0 29.7 59.4 - 3].2 22.9 45.8 57.3 ' - 39.6 37.5 74.9 51.8, 103.4 129.4 44.7 89.4 -- --- 22.6 45.3 31.3 _62.5 78.2 '27.0 54.0 - 30.2 20.8 . 41.7 52.1 - 36.0 34.3 68.7 476 94.8 118.8 41.0, 82.0 209 41.5 28.7 57.3 71.7 24.8 49.3 - 27.7 - 38.2 47.8 - 33.0 19-1/B" - 26-1/2" 30" 37' 119.0 150.6 150.0 150.0 150.0 142.1 150.0 19-1/8" 26-1/2' 30' 37' .69.4 138.9 95.9 150.0. 150.0 82.9 150.0 ANCHOR TYPES A, A7 HEAD/SILL/,NMBS µC♦a0R npES F k 0 1 I HOf6ZON7AL MULLION ARCHES TO BE INSCRIBED - INSIDE RECTANGULAR SHAPE J W m 85.9. 150.0 118.7 150.0 102.3 150.0 .150.0 150.0 104.8 150.0 150.0 90.6_ 150.0 50.1 100.2 69.2 138.4 150.0 59.8 119.8 ._....... -138. I -." I 88,5 61.2 122.2_ 150.0 52.8 105.7 ,75.9- 61-5 123.1 85.0 150.0 150.0 73.4 148.9 _44,3 J5. 719 49.8 99.1 124.0 42.8 86.7 42" 54.2 106.4 74.9 149.7 150.0 .64.7 129.4 42" 31.6 63.2 43.7 87.3 109.2 37.7 75.5 48" BY _ 47.4 94,9 55.5 131.0 150.0 56.6. 113,2 48" 108' 27.7 55.3. 38.2 76.4 95.6 3J.0 66.0 54" 42.2 84.3 58.2 116.4 145.6 50.3 100:8 54' 24.6 49.2 34.0 67.9 84.9 29.4 58.7 60" 37.9 75.9 1 52.4 104.8 13 A 45.3 90-8 60' 22.1 44.3 30.14 61.1 78.4 28.4 52.8 66" 34.5 696 47.7 95.2 1 t9.1 41.2 82Z 66" 20.1 40.2 27.8 55.6 695 24.0 4&0 72" 31.6 63.2 43.7 87.3 109.2 37.7 75.5 72 - 36.9 25.5 50.9 63.7 22.0 44.0 ALL LOADS ARE EXT.(+)/INT,(-). AT JAL/BS ONLY 1 a N ' GLAZING -' PRODUCT 4A (`ANCHOR �DEfAIL /1 , GLAZING PRODUCT _VERTICAL MULLION PRODUCT PRODUCT GLAZING GLAZING3 PRODUCT PRODUCT 3 1 a N ' GLAZING -' PRODUCT 4A (`ANCHOR �DEfAIL /1 , GLAZING PRODUCT 3 PRODUCT PRODUCT NOTE: • a: 151 il- s • • • • • • • • Al W2 I. MULLION SPAN 1 0 0 ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER • •• • • • • •�� Wi4 LOCATIONS AT HEAD, SILL OR JAMB ENDS. • • • • • • • • • A. aDC. TYPES LOCATIONS -�-', • • • • • • • • • • • • AT HEAD/SILL/JAMBS � ' FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. TYPICAL MULLION ARRANGEMENTS E�9 JAMAD ANMAD PRODUCT REVISED Fi +(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) CIVIL m comidytlp with the Florlda _Wf W2I �C.AN. 7PC 536382 BildinAcccpf Cade.. • • • • • � WIDTH �% s ~��• • • • �-, j I . L"acroAtlon Date � I ANCHORS -TYPE 'D' AND 'E' APPLICABLE' TO • • • • • ; • • • • •- S JI e U 4", 5" AND 6" TUBE MULLIONS. • • • • • • • • • • JUL $ 2: 64 By --- -- - - • • • • • • • s • • • :;/, 941 Dade P drawing no. ANCHORS TYPE W. 'B', 'C', 'F' AND 'G' APPLICABLE I • • • • • • /; TO ALL TUBE MULLIONS. I .ANCHORS I )/ M04-04 sheet 4 of g • • • • • • • • • • ••• • • • ••• • • 1/4' DIA.' ULTRACONS . E I 2 PER CLIP (1 ON EACH WING) '•3" MIN J - j1 II 11 II II II ILJ; Fl -DATING " WOOD BUC;1 1 SNUG FT K L! I I I i t 1/4' O1A ULTRACONS ae 2 PER CLIP (1 ON EACH WING) 100 BUCK OR WOOD TRUCTURE CUP INSIDE MULL J14 SMS 1-3/4' O.C. MIN. . 2 PER ANGLE 1/4' DIA. ULTF 1 PER CLIP INSIDE MULL /14 SNS 1-3/4" O.C. MIN. -j 2 PER ANGLE . � 3 1/4' DIA ULTRACONS '1/4" DIA. ULTRACONS . ,....... 4 PFR CLIP (2 ON EACH WING) 2 PER ANGLE--.J� II I1 � j _ jLJ j FLOATING CUP j j j j d I By I��I SNUG FIT INSIDE MULL 1 1 2'X 2 X 1!B" Q Qa OOD BUCK I; 1 ALUM ANGLE J /14 SMS IJ L; 0 y 1 1 1-3/4' O.C. MIN. 1 I �'. 1 1 2 PER ANGLE I I y g X2 X.1/8' j UM ANGLE X 1/8" ANGLE 1/4" DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) 1/4" OLA. ULTRACONS BY ELC0' _ ULTRACONS MAY BE HEX OR HEAD • SUBSTRATE lEd. - MIN. EDGE 01ST. A(IN. EMIJ&MERT WOOD . CONCRETE '2-1/2" 1-1/2" tOOD 1 11{!D��JoJa7 r 1/4' OIA. ULTRACONS V z 0 1 e 2 PER ANGLE i IJ a N �. W M J m J Ld 0�M1 Y I I iZ o Z3 u 3z� P 40 CLIP FR MSIDE NULL 11 I I 2 X 2 X 1/8' 11 ALUM ANGLE 7 Q �) N 41 11 /Id SMS I I 1-J24PER ANGLE I I n1 • • • • • • �_ gig; .g • • • • • • Flu o ,.lu Xi R11 COW: 'JAVAD AHMAD PRODUCTRBVISBD ECMOoL w cmaptying wilC the FImlda WOOD - 28Y -WOOD BUCKS OR WOOD STRUCTURE S.G. - 0.55 MIN. • • FICApN, V0 02 Buil IAc.pWaoedo Q I n CONCRETE Pe 3000 P51 Iw.• • • • • • • • • • j . . . • . . . JUL S 1'7014 ka1la,Dale. ALL CUPS AND. ANGLES TO FIT SNUG '�",�1�+ TUBE 114110 5. • • • �• • • • • i Miaav Cbn o `dfOWln ft0. i CUPS OR ANGLES CONNECTED DIRECTLYA&.0 MASOVRY TO RE P�OTECTELI•I • • 9 WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUL41NOUS PAINT OR �� i��� '. M04-04 ANCHORS TYPE "A' WATER -WHITE METILACRYLATE LACQUER. 1 I I I I I i I 1 I 1 I I I I I 1 1 1 4qI 1 `J 1� 1 r1 I n b" MIN. 1 Ed. 1/4" OIA ULTRACONS 2 PER CLIP (1 ON EACH WING) rNmuelacamim t /A" nil III TFZAr C '1'/4" DIA, ULTRA 2PER I P TIDE MULL 1 SMSJ1 4 PERI ANGLE I Z" I: 0 ;ol F b � I3! 2 8� 2X2X 1/8 ALUM ANGLE cy yu O 8 I � U) Iz r .0 m LL I m iW DT lal > > <O n Qsp I: Q r, M Y Z N Ii 3zt`o �Q yNQc Wtoo�� LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE V j APPLICABLE FOR 4% 5" AND 6" TUBE MULLIONS I •• ••• • • • • • •• 1/4" DU. ULTRACONS BY nco, • • • • • • :09 • ULTRACONS' MAY BE HEX OR FLAT 91EAD • • • • • • • • SUBSTRATE jEd. a MIN. EDGE DIST. MIN. EMBEOMENT 1/4" DIA: ULTRACONS 1[4". DIA. ULTRACONS . Ed. 2 PER CLIP (J ON EACH WING) 1 PER ANGLE Erpr: JA4A0 AHMAO CML 3" MIN. .. TYP... I .� •: CONCRETE Ccs 3000 PSI IN. • • • • • • • • • • �. FIA PE 70592 CAN 39 1 I I •II .. .... .• • ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE y11i ,A. • • • ♦ • • • • • • ( / } �t �, BY_-- MI DaAcP �� J Browing no I 11• i T- II � T Li WITH ALXAU-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR � FLOATING CUP SNUG FIT INSIDE MULL I I I IIJI 1 I 2 X 2 X 1 1� II II ALUM ANGLE I 1 \ I I 14 SMS 1 I 1 1 1-3/4" O.C. MIN. I 1 I I 1 1 2 PER ANGLE 1 I 1 I I I I I i I 1 I 1 I I I I I 1 1 1 4qI 1 `J 1� 1 r1 I n b" MIN. 1 Ed. 1/4" OIA ULTRACONS 2 PER CLIP (1 ON EACH WING) rNmuelacamim t /A" nil III TFZAr C '1'/4" DIA, ULTRA 2PER I P TIDE MULL 1 SMSJ1 4 PERI ANGLE I Z" I: 0 ;ol F b � I3! 2 8� 2X2X 1/8 ALUM ANGLE cy yu O 8 I � U) Iz r .0 m LL I m iW DT lal > > <O n Qsp I: Q r, M Y Z N Ii 3zt`o �Q yNQc Wtoo�� LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE V j APPLICABLE FOR 4% 5" AND 6" TUBE MULLIONS I •• ••• • • • • • •• 1/4" DU. ULTRACONS BY nco, • • • • • • :09 • ULTRACONS' MAY BE HEX OR FLAT 91EAD • • • • • • • • SUBSTRATE jEd. a MIN. EDGE DIST. MIN. EMBEOMENT CONCRETE 2-1/2' 1-1/2" Erpr: JA4A0 AHMAO CML PRODUCT REVISBD as=PlYingWith theFIOTk4 CONCRETE Ccs 3000 PSI IN. • • • • • • • • • • • • • FIA PE 70592 CAN 39 1 Building Codeli Ampt wo No f0 RX reUas Dlde �9 I , , , I, ` i .. .... .• • ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE y11i ,A. • • • ♦ • • • • • • ( / } �t �, BY_-- MI DaAcP �� J Browing no CLIPS OR ANGLES CONNECTED -DIRECTLY 40 MASONRY TO BE POOTECTEDO • • y, / i WITH ALXAU-RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR � M04-04 � WATER -WHITE- LACQUER. I E ME I 1 sheet 6 of g � • • • • • • • • • • ••• 0 0 0 ••• 0 • 5/16' DIA, ULTRACONS 5/16' DU. ULTRACC Ed. = 4 PER CUP (2 ON EACH WING) 2 PER AN( IN. i. TyP. 4� I 111. .. . �il:.a i '_�il•. �---------------( JP `S . LFIAATING CLIP t I I I SNUG FIT INSIDE MULL 1 I I 1 4 PEVA 1 1 1',.LL. 2'X 2X 1/6' ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS 5/16' DIA. ULTRACONS BY 'ELOO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. MIN.. EDGE DIST. MIN. EMBEDMENT ONCRETE C 1 2-1/2' 1-3/4' CONCRETE Ye 3000 PSI MIN. ALL CLIPS AND ANGLES 70 FIT SNUG INTO TUBE MULLIONS. CUPS OR AND CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTEDI WITH ALXAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR .WATER -WHITE METHACRYLATE LACQUER. '.2 4lnlo'1�I • • • • • • • • • • • • • • • • • • • •- 0 PRODUCT REVISED ' E.9,.JAC�LAHMAD womiplyirylwilh Ow Rodd• it I g I • • • • F(AQ PE 70pp592 BuilAeuding (?oN • • • • • • • • • • • • • • .fU3C��4 !ixpireNanlhm • • • • • • • • �.' tt' By • • • • • • • • • • • • i MIsmI pmd9et • • • • • • • • L drowi� �9 no. •i% i M04-04 i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4" D10. ULTR 1 PER V/ n��Li- 2 FLOATING CLIPSNUG FR INSWE MU/1-3/4' D.2 PER X 10' ANLL . 1/4' DIA. ULTR • �•• ••••• A PFR CUP f2 ON EACH ANCHORSPT(E V AT JAMBS ONLY 1/4' DIA. ULTRACONS ELCO' • • • • • • • ULTRACONS MAY BE HEX OR T H84• • • t • i • SUBSTRATE Ed. _ 'MIN'. EDGE IIIST. I WIN (MBEDMWT • • • • • 1/4' DIA.ULTRACONS '2 PER ANGLE A/1-/;/- NG CUP FIT INSIDE MULL /14 SMS 1-3/4' O.C. MIN. 2 PER ANGLE Z i7 i 1 3I a LL axzxlB• � ALUM ANGL� o O+g� 3Z"` z 10 :1 a J 4M w � ocqn1 z Z3�e ;a fn eVr9i W U MASONRY 2-1/2' 1-1/4' 1, I MASONRY C-90 HOLLOW/FILLEO BLOCK f'm - 2000 PSI MIN. En9 r. JA AD AHMAD CIVIL FIA PE PRODUCTylllyRBVLRWwilhDlePlDAmT escompl . I {, • • • • • • • • • i—O__.•._._•__ • • ••• FALL INTO ,••�,BE . 38 C.A.K.� 538 1 Bu1161ng Cade Aet@puree No� - ExplMbn ddo �q I I j �, c CLIPS AND ANGLES TO FR 5 MUWQIS.• • • • • • • CUPS OR ANGLES CONNECTED OI�fT1Y TO TQQ �E PRRTECIEO1 • p ��� i 104 v k jf/,SONM • • WITH ALKALI -RESISTANT COATINGS. &U H AS VINOUS gAAT �2• t • • • • +y �( RT hl:B..i L WATER -WHITE METHACRYLATE LACOU£R. • • i edc Product- I drawing _..__ . ly, M04-04 'sheet F of gI • • • ••• • • • • • • • • • • • • • • • • • • • • • • 000 0 0 0 000 0 • 014 SMS SEE'CHART FOR QUANTITIES -I F`TUBE MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY -----= W------ a . ANCHOR I N0. Of am CHARl,. .SCRJ #10 FH SMS TYPE A ITYPE B1 2/ SIDE THICK ALUM CHANNEL LENGTH TO FR SNUG I I TYPE E 4 INTO MULLION TUBE MULLION 1 1 I 1 /14 FH SMS 1-1/2" O.C. MIN. ACCESS HOLE SEE CHART FOR QUANTITIES THIS SCREW CAN BE III INSTALLED IN EITHER I #10 FH SMS DIRECTION I 2 PER CUP I 1" O.C. MIN. 1-3/4" X 2" X i/8" (FOR 28Y TUBE) 3/4" X 2" X 1/8" FOR (1BY TUBE) ALUM ANGLE CUT 10 FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL. TO METAL CONNECTION #14 SMS/TEKS SUBSTRATE Ed. - MIN. EDGE DIST. MIN. CL TO CL SPACING METAL 5/8" 0001 • • • 1Ae" • • • • • • METAL 1/8" MIN. THK..ALL Fy - 30 KSI M�. • • • • • 1/8" MIN. THK. AL UM !`!"'e•R"a' SS N.)O* : : •: • •• ••• •• • • ••• W • • . . . . . . • . . • • . . .. . • . • . . • . 0 0 F I3 �i n Ell!g; 1 Z �! m :o In via�� i ;N 8 M � i Z Z 3 e 7 0 ;alW n��l En9f: JAVAD AHMAD PRODUCT REVISED CML asemllplyillg wilh Ole Florida ' • I ,I C.A. l3518S92 ITuilding Code ��o I n 'A I_ Ex orlon pate JUL 2 1': 2014 -- Ail DadeProtkulYbOp61 Browing no. M04-04 I • . . . • . . • . . ••. . . . ... • Miami Shores Village ag Building Department 10050 NE 2nd Ave. Fc�0 Miami Shores, FL 33138 305-795-2204 / Fax 305-756-8972 NOTICE TO MIAMI SHORES BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by to perform special inspector services under the Florida Building Code 5th Edition (2014) and Miami Dade County Administrative Code at the project on the below listed structure as of (date). I am a registered arch itect/professional engineer licensed in the State of Florida. Process Number: — Special Inspector for Reinforced Masonry, Section 2122.4 of the FBC 5th Edition (2014) 0000 — Miami Dade County Administrative Code, Article II Section 8-22 Special Inspector for '0000' 0000.. — Trusses > 35 ft. long or 6 ft. high " ' • 0.0.06 00 • 0000.. — Steel Framing and Connections welded or bolted ' 000 0.. 0000.. — Soil Compaction 6 �. • 6 • • • • • 0000 0000 0000. Precast Attachments .. • • . • • • • • • • • — Roofing Applications, Lt. Weight. Insul. Cone. 6 • 6 • 6 • 0000.. 6 • • • Other • 6 • 6 — 0000.. Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform • • • 6 inspection* I. 2. 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the Miami Shores Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the Miami Shores Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Further, upon completion of work under each Building Permit, I will submit to the Building Inspector at the time of the final inspection the completed inspection log form and a`s eytj�ndicating that, to the best of my knowledge, belief and professional judgment �, 1b �''Ilr )ect outlined above meet the intent of the Florida Building Code and are in sta t'i wao* Gr&?"gitl; the',a_pproval plans. o •.•* Enbmeer/Architect N0.75423 - Name YQ /1 1.0 t l S 506 S Signed leX * Print Date: D ••��� Address 14 Z4 S SW Z L %TQrr4G2 i STATE OF MlG7�✓t 1 F4- 33i75 OR10P•• S/ON Al-�NC� ��r���tt►�� ,4�� Miami Shores Village _ vo Building Department A 0a 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BY: INSPECTION LINE PHONE NUMBER: (305) 762-4949 7 �BCC 20 I � 61 BUILDING PERMIT APPLICATION ❑BUILDING LECTRIC Master Permit NoEs a (a - q 04 Sub Permit No.2/ � 1(9— 2-1 ❑ ROOFING REVISION ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF CONTRACTOR JOB ADDRESS: , _A- - ❑ EXTENSION ❑ RENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Occupancy Type: Load: Construction Type the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): � � L_(—c– Phone#: Address: q V-4 , �jc— City: l N `.i State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Phone# Address: _'S7/_0 S w S City: ('0 "1 60 � State: 1 Ll Zip: � 3 0' " Qualifier Name: N` Xe,� 0 f�-L_ (-'Z- A't, A Phone#: -30,1-- ? 11 d,e�/� State Certification or Registration #: �'? Certificate of Competency #: DESIGNER: Architect/Engineer: hone#: Address: City: State: Zip: Value of Work for this Permit: $ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Re/np�air,/Replace ❑ Demolition Description of Work: �� �� Q f PJw 0,— Af 0 d14 /2e— Specify color of color thru tile: Submittal Fee $ — Permit Fee'$ 4�9 O CCF $ CO/CC $ Scanning Fee $ —3, • C -ICD Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (00 � V %4 �Z_:: - Q _ (Revised02/24/2014) DBPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ l� ' f Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspeytion fee will be charged. Signatu R or AGENT aforegoing instrument was a knowledged before me this day of V 20, by at ho is personally known to me or who has produced identification 9hd who did take an oath. NOTARY PUBLI Print: 11 •5;,;;PU,; Seal: i =° ° MY COh4MISSION # FF 928131 r «: ` EXPIRES: Octo ber 15, 2019 Nota Public Underwriters 1 '''.FcrFu.•• BondedThru ry„�— as identification a NOTARY PUBLI Sign: Print: Signature _ 9 CONTRACTOR The foregoing instru nt was ackno ledged before me this day of W7 20 , by �c 2� Qt) (NoL^ �, who is personally known to me or who has produced as APPROVED B(/ Plans Examiner Zoning �6 `I Structural Review Clerk (Revised 02/24/2014)