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Florida Building Code Online BCIS Home Log In User Registration Oo Product Approval r 4-4-6 USER: Public User Producf�prov_al Menu > Product or Apolicatien Search > Aoolication List > Application Detail Pagel of 3 FL # �es-hyd Application Type Revision Code Version p , . - - W ..P k '. 1 ' Hot Topics . Submit Surcharge Stats & Facts Publications ; Contact Us BCIS Site Map �', Links Search FL # FL16708-R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer GELD -WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Rylee Sumner Fricks fbcl@jeld-wen.com Technical Representative )ELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging 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 Hermes F. Norero, P.E. the Evaluation Report Florida License PE -73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2022 Validated By Locke Bowden P.E. J Validation Checklist - Hardcopy Received Certificate of Independence FL16708 R9 COI COI 3W SS 2015-04-27.pdf Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Section$ from the Code Year 1994 1994 1994 Florida Licensed Professional Engineer or Architect FL16708 R9 Equiv ASTM E84 Equivalency Letter SS 2017-08-31.pdf https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8ob1%2fZm6Tud... 10/29/2019 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/22/2019 Date Validated 04/22/2019 Date Pending FBC Approval 05/01/2019 Date Approved 06/18/2019 Date Revised 10/15/2019 Summary of Products FL # Model, Number or Name Description Page 2 of 3 16708.1 A Design Pro / Smooth Pro / Studio Single (X) Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0 imits of Use Fibergiass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R9 II A0108.71A X OPQ SS 2017-02-09.odf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evacuation Reports Other: FL16708 R9 AF PER4563 1 SS 2017-11-17.odf Created by Independent Third Party: Yes 16708.2 B Design Pro / Smooth Pro Fiberglass Single (X) Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing and Outswing imits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R9 11 A010872A X, GLZ SS 201608-26.pdf Verified By: Hermes F. Norero, P.E. 73778 Approved for use outside HVHZ: Yes Impact Resistant. Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R9 AE PER4438.1 SS 2017-11-17.1)df Created by Independent Third Party: Yes Created by Independent Third Party: Yes 16708.3 C Design Pro / Smooth Pro / Studio Double (XX) Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0 Fiberglass Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R9 II A010873A XX DP SS 2017 02-09. df Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R9 AE PER4664.1 SS 2017-11-_17. df Created by Independent Third Party: Yes 16708.4 D Design Pro / Smooth Pro Fiberglass Double (XX) impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R9 II A010874A XX GLZ SS 2016-08-26.adf Verified By: Hermes F. Norero, P.E. 73778 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL167DB R9 AE PER4440.1 SS 2017-11-17.pdf FL16708 R9 AE PER4665.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes 16708.5 :aE Design Pro / Smooth Pro / Studio berglass Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Opaque Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R9 li A010875A OXO OX OPO SS 2017-02-09.pdf Verified By: Hermes F. Norero, P.E. 73778 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: FL16708 R9 AE PER4665.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes Created by Independent Third Party: Yes 16708.6 F Design Pro / Smooth Pro Fiberglass Single with sidelite(s) (X,O/ O,X/ O,X,O) Impact Glazed Door 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R9 II A010876A OXO OX GLZ SS 2016,08-26.pdf Verified By: Hermes F. Norero, P.E. 73778 Approved for use outside HVHZ: Yes Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Fl R9 AE PER4442.1 SS 2017--11-17.pdf Created by Independent Third Party: Yes 16708.7 G Design Pro / Smootn Pro / Studio Double with sidelite(s) (XX,O/ O,XX/ O,XX,O) Impact Opaque Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing https://floridabuilding.org/pr/pr_app_dtl.aspx?param--vGEVXQwtDqu8obl%2flZm6Tud... 10/29/2019 Florida Building Code Online Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure. N/A Other: Page 3 of 3 Installation Instructions FL16708 R9 II A010877A OXXO, OXX OPQ SS 2017-02- 09Tpdf Verified By: Hermes F, Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL16708 R9 AE PER4666.1 SS 2017-11-17.odf Created by Independent Third Party: Yes 16708,8 H Design Pro / Smooth Pro Double with sidelite(s) (XX,O/ O,XX/ O,XX,O) Impact Glazed Fiberglass Door 12-0 x 6-8 and 12-0 x 8-0 Inswing and Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16708 R9 II A010878A OXXO, OXX GL.Z_SS 2016 -08 - Approved For use outside HVHZ: Yes 26.odf Impact Resistant: Yes Verified By: Hermes F. Norero, P.E. 73778 Design Pressure: N/A Created by Independent Third Party: Yes Other: Evaluation Reports FL16708 R9 AE PER4444.1 SS 2017-11-17.pdf Created by Independent Third Party: Yes Hack F; --,I Contact Us :: 2601 Hla, Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement 7: A c ibil' Statement:: R fiord S at went Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a putNk-records request, donut 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.£395. 'Pursuant to Section 455.275 (1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Oepartment with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are pubUc record. tf 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. 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Design Pro / Smooth Pro Fiberglass Impact Approved Glazed Doors For use in the High Velocity Hurricane Zone (HVHZ) for Florida Product Approval Report No. 4438.1 Current Florida Building Code Method: 1— D (Engineering Evaluation) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Design Pro/ Smooth Pro Fiberglass Impact Approved Glazed Doors For use in the High Velocity Hurricane Zone Material: Fiberglass Product Dimensions: 3'-O"X 6'-S" (Nominal) 3'-0"X 8'.0" (Nominal) Prepared for: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 11/15/2017 Contents: Evaluation Report Pages 1--4 Digitally signed by Hermes F. Norero, P.E. Reason: 1 am approving this document Date: 2017.11.17 10:27:09 -05-00- No .�S F.O .O , 7 ti y `•o' T T ' rr� 0 qP •: I/v \ h HermesiP.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Manufacturer: JELD-WEN, inc. Product Category: Exterior Doors Product Sub -Category: Swinging Door Assemblies Compliance Method: State Product Approval (1)(d) Product Name: Design Pro / Smooth Pro Fiberglass impact Approved Glazed Doors For use in the High Velocity Hurricane Zone (HVHZ) 3'-0" X 6'-8" (Nominal) 3'-0" X 8'-0" (Nominal) D ate : 11/15/2017 Report No: 4438.1 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN inc. based on Method 1d of the Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions A010872, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing A010872 require further engineering analysis by a licensed engineer or registered architect. See Installation Instructions A010872 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS Date: 11J15/2017 A Perfect Solution in Every Drop! Report No: 4438.1 Certificate of Authorization: 29578 Quality Assurance Entity: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through National Accreditation & Management Institute (FBC Organization #QUA1789). Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201-94 • TAS 202-94 • TAS 203-94 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization # TST1589) SJW2013-230 Report # Report Date: NCTL-210-392401 12/18/13 NCTL-210-3925-03 02/07/14 NCTL-210-3916-02 w/ addendum 06/10/14 NCTL-210-3930-01 02/24/14 NCTL-210-3930-02 03/10/14 TAS Report Engineer of Record. Gerard J. Ferrara, P.E. Report # Report Date: SJW2013-194-TAS w/ addendum 06/10/14 SJW2013-208-TAS 11/13/13 TAS Report Engineer of Record: Kevin P. Tyra, P.E. Report # Report Date: SJW2013-230 11/26/13 SJ W2013-231 12/03/13 SJW2013-251 12/23/13 SJ W 2013-252 12/23/13 SJW2013-253 12/23/13 SJW2014-032 04/22/14 SJ W2014-073 06/26/14 SJW2014-077 06/27/14 SJ W 2014-072 06/27/14 SJW2014-080 07/03/14 TAS Report Engineer of Record: Robert H. Zeiders, P.E. Report # Report Date: SJ W 2016-006 02/22/16 TAS Report Engineer of Record: Harold E. Rupp, P.E. Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Quality Assurance Entity National Accreditation & Management Institute (FBC Organization #QUA1789) Date: 11/15/2017 Report No: 4438.1 3. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. ASTM E84 Report#: 3113726SAT-001 R1 Report Date: 03/13/09 4. Component Material Testing of Fiberglass SMC Skin Element Materials Technology ASTM D635 ASTM D638 ASTM D1929 ASTM D2843 ASTM G155 Report#: ESP010982P Report Date: 02/26/13 5. Material Certifications Miami -Dade County RER — Product Control Section NOA Current NOA for Solutia PVB Interlayer (Saflex by Eastman Chemical Co.) Current NDA for SGP Interlayer by DuPont (SentryGlas by Kuraray America) Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use i#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter 1TW Tapcon or%" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon or X~" Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (A010872) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (A010872) for design pressures based on size & configuration of door units. Hermes F. Norero, P.E. 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PANEL f F64AT 79250" EXIit76R DOOR PRODUCT` WUB[f 8'8' OPAQUE WOOD -EDGE STEEL WOR HorEs MASONITE INTERNATIONAL CORP. 1955 POWIS ROAD WEST CHtCAG©, IL 60185 SUV130 w _., ._ F S i 09 71 `OOb'OIHO SSAM s kMl rCPXV Aa sa�al�s�aHl Mary sill N w v Al8MV3�..o"�iavd - +a C7b02� S1MOd L lean WN Genoa `V Z N dUGO IVNOLL N83INI 311NOSM MdO IIW yam -00N .a -,g & •4£ l£ SL£'L .a 0 — „OSZ' l4 es'g cO d w, 433VdS ;.mv 03 Sam 4 Q Lu S 2 1— O S QO _ m=Z0 H LO c w o S CLL, F-- jJ00 tY S 6 (n Wof Q m T r I— i— :3Q iI3 Lil Us�fr It S O H F-- ill L, Y-- I � P 4 Li L1 � U 4] LU 4f) [:f O � —j rte- T 4 a � �Lo x (33:)vdS AA IV O03 360F9 3 X N- (gym 10 m w � R {Q l[1 —T ., a A W cp tp 7 FF FF �� ee ....- aj I � P 4 Li L1 � U 4] LU 4f) [:f O � —j rte- T 4 a � �Lo �i z 0 0 S yr W T V] O L'1 O x X N- a 7 R 00 �i z 0 0 S yr W T V] O L'1 O N- �i z 0 0 S yr W T V] O L'1 O 98109 it `OOVDIHO IS --JM CIVON SIMOH 9961 WHOO IVNOILVNE13INI 3.LINOSVM SN01IMi N WHOhy �zewassa aoavd SN018IA38 ._ w z z £ o,°ea ~ n I N stns sg7oHs tH� a aav s d „, _._.._ Im yo w MIs me c .s -,s .IXVD d rmoo ao + Ionooad U P �pg- U¢ ...^ °ca .. — ..- ,-. ...._ — i o� w, a]3VOS XlWnM RM v �s r o� w_ vwi Q a W a d V) Zz in W r _ILA UQ l nn Z ¢ vi J S W Y Z PCU S O r7 00Lj W cl 1 W C? e Ln oocn � L� V7 l x�Lj Ln x YLLJ V) �t 4 O — 0 O Or) I`�X ow o,°ea C< Z cT1 x cA Q U P �pg- U¢ O °ca OWE <Z O RE< tl, Z M J f �C) J z z Q H� 0w =O �,X O K v Z m L) � 20-2 �r O z M D C) 1E 4 O — O Or) C< M Ln x cA Q U P �pg- U¢ U� OWE 4 � O 2 C< M Ln z O f �C) J z z Q W b C3 LJ J S LJ Of U.JU Q z W L'LJU�L\E zzzca � LLJ <LLI� ZZ�r ¢Q—< I a";L, LS QN 00�.. CL LL.l� UOQ LWi_q Z CD r"i qn � >: =WUJ <<D W W Jti-Kf]GU ELI ~ ~ D Z -2 W H > of �iU Ln tKmrOOLn �.o— O0 Of L,- LO Q Ui n z Lal —Lco —L{�j UWHLLd C-qp Q � (n LO W W Q ts3 4 Q�Li.(nmF— Cy Z © of (13 LsS Q� CCO�q� U W ID 77 =0mdil3 Ld LL,LL.� (n 3. 2 U2:0 WZLLLJ U Q (ll 4t, tai €Ti �Z- � J-) z W W oww �?_ � U W U M< r-- 00-D zm U) Z _jL-AO Q Z � ~ c�—nWs �zr as LrZH w�w� USC I W, -- CQ L.LI O fn0�z ii W Z O UZm C]W t�IW C] `M `I'D N Ca r Y � U � 7 Q CD OW 2 0 U U - 0 L �:z Q iY m LU J aLn a_ C3 ac W p a- O U 2 Z Q Q O w m z Li_I fy C7 : w � U � Of LL J y) W 2 0 5 mU)p Z � � w U Ll mLLJ D O < Z n V- L. Roberto Lomas P. E. Mode 1, qm= 11752 lbs/in P= 13397 lbs Ka = 2.400 Zm= 5582 lbs Mode I, qs = 884 lbs/in P= 884 ibs Ko = 2.400 Z,= 368 lbs Min. Design value: Z= 163 lbs Mode II A: 0.0003 B: 1.07 C: -4038.9 P = 2287 lbs Ko = 2.400 Z= 953 lbs Duration Factor: Cp = 1.6 Allowable Design Value (ZCo): Z`= 262 lbs/anchor Mode IIIA, A: 0.00059 Manufacturer: Masonite 0.57 1432 Woodford Rd. -3864.9 Ms = 46.8 in -lbs Report #: 514010 2126 tbs Lewisviife, NC 27023 2.400 Z= 886 lbs Date: 0510112017 Actual edge distance: 2.50 in 434-688-0609 0.85 656 rllomas(a7lriomaspe. earn Tabulated shear design value: Z = 202 lbs Test Report: N/A Spacing: 200 in Tabulated shear design value: Z = Product: Single door 3'x 8'8" (Wood Frame) \S �� • C•�p.tj Actual spacing: 3.00 in Scope: 0.91 .� s�` rj G N ,9 • This analysis calculations, quantities, and spacing requirements for installing product to substrate, and it applies only t4 155 lbs/anchor provides the product described herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear condition: 155 lbs/anchor Solid members w/ & w/out gap: Note: Anchors with the feast capacity Is used for calculations to quaNfy anchors with higher capacity.(L+� a. With threads present in shear plane i �y0 . TAT0 F ((: i D Anchor calculations minimum reuired anchors Fastener type: 7710 wood screw (NDS 2012, TR12) • /��• Nominal diameter: D: 0.190 in Gop= g: 00000 in Root diameter: Dr: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 2.140 in Screw bending yield strength: Fyb = 80,000 psi Side member: Douglas Fir -Larch (6=0.50) Main member: Spruce -Pine -Fir (G=0.42) Side member thickness: t,= 1,000 in Main member thickness: tm= 1.500 in Side member dowel bearing strength: F� = 4,650 psi Main member dowel bearing strength: Fes„ = 3,350 psi Side member dowel bearing length: i, = 1.000 in Main member dowel bearing length: 1, - 1.140 in Mode I, Mode I, Mode II Mode III, Mode III, Mode IV qm = 636.5 lbs/in qs = 884 lbs/in A: 0.0007 A: 0,00096 A: 0,00107 A: 0.0014 P = 725.61 lbs P = 884 lbs B: 1.07 B: 0.57 B: 0.5 B; 0.000 Ka = 2.40G K,, = 2.400 C: -427.67 C: -253.62 C: -267.7 6: -93.6 Z.= 302 lbs Z:= 368 lbs p = 331 lbs Ms = 46.8 in -lbs Mm= 46.8 in -lbs Ku = 2.400 P = 297 lbs P = 319 lbs P = 263 lbs Min. Design value: Z= 110 lbs Z= 138 lbs Ko = 2.400 Kb = 2.400 Ka = 2.400 Duration Factor: Cu - 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs Allowable Design Value (ZCo): Z'= 175 lbs/anchor Sand members w/ & w/out gap: a. With threads present in shear plane Fastener type: 7110 wood screw (NDS 2012, TR12) Nominal diameter: D: 0.190 in Gap: g: 0.0000 in Root diameter: Dr: 0.152 in Moment arm: 00000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: FYb = 80,000 psi Side member: Douglas Fir -Larch {G=0.50) Main member: Steel strap/clip Side member thickness: t,= 1.000 in Main member thickness'. tm= 0.048 in Side member dowel bearing strength: Fu = 4,650 psi Main member dowel bearing strength: Fes„ - 61,850 psi Side member dowel bearing length: 1, = 1.000 1n Main member dowel bearing length: 1„ = 1.140 in Mode 1, qm= 11752 lbs/in P= 13397 lbs Ka = 2.400 Zm= 5582 lbs Mode I, qs = 884 lbs/in P= 884 ibs Ko = 2.400 Z,= 368 lbs Min. Design value: Z= 163 lbs Mode II A: 0.0003 B: 1.07 C: -4038.9 P = 2287 lbs Ko = 2.400 Z= 953 lbs Duration Factor: Cp = 1.6 Allowable Design Value (ZCo): Z`= 262 lbs/anchor Mode IIIA, A: 0.00059 B: 0.57 C: -3864.9 Ms = 46.8 in -lbs P = 2126 tbs Ko = 2.400 Z= 886 lbs Mode III, A: 0,00033 B: 0.5 C: -267.7 MM= 46.8 in -lbs P = 420 lbs Ko = 2.400 Z= 175 lbs Mode IV A: 0,0006 B: 0.000 C: -93.6 P = 392 lbs Ko ` 2.400 Z= 163 lbs Fastener type 1/4" 1TW Topton N.O.A.16-1222 06 Area (ftz) Substrate: Hollow block Minimum embedment: 11AAax. 0. C. (in) 1.25 in Edge distance: C00 in Tabulated shear design value: Z = 202 lbs 2.3 Edge distance: 2.00 in Tabulated shear design value; Z = 161 lbs 155 2 98 Actual edge distance: 2.50 in Reduction factor: 0.85 656 Spacing: 4.00 in Tabulated shear design value: Z = 202 lbs ����i} R L 0 �fitr Spacing: 200 in Tabulated shear design value: Z = 164 lbs \S �� • C•�p.tj Actual spacing: 3.00 in Reduction factor: 0.91 .� s�` rj G N ,9 • Allowable benign Value (Zfv,): Z"= 155 lbs/anchor Minimum anchor capacity= 155 lbs/anchor vim. *' • (J 5 • �^ Note: Anchors with the feast capacity Is used for calculations to quaNfy anchors with higher capacity.(L+� i �y0 . TAT0 F ((: i D Anchor calculations minimum reuired anchors • /��• 36.38 Design pressure: 85.0 psf R�d .'}��a�N, 1' 79.25 A2 A2 Al 1 of 2 Zone Area (ftz) Load (lbs) Ind. (In) 11AAax. 0. C. (in) Anchor Result Cap. Qty Load (lbs) (lbs) Ai 2.3 195 N/A N/A 155 2 98 OK A, 7.7 656 6.00 18.00 155 5 131 OK ///ZONAL, Luis R. Lomas P.E. FL No.: 62514 5/2/2017 L. Roberto Lomas P.F. 1432 Woodford Rd. LewisOle, NC 27023 434-888-0609 rIIomas Iriomas e.com Anchor Locations: - 1 8.1 9 T(P. 6.001YP. — --, , 6.00 6.00 13.45 MAX. O.C. 79.25 -- 36.38 - - 1 8.1 9 T(P. }— , 6.00 Manufacturer: Masonite Report* 514010 Date: 05/01/2017 installation instructions: 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRYICONCRETE USE 3116" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 112" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 112" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW. 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,OOOPSI MINIMUM. D. METAL STRUCTURE: STE=EL 18GA (.048") FY=33KSI1FU=52KSI OR ALUMINUM 6063-T5 FU=30KS1 .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENT ARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 2of2 Luis R. Lomas P -E. FL No.: 62514 5/2/2017 Florida Building Code Online Page 1 of 3 Business & Professional Regulation SCIS Home Log In ! User Registration ; Hot Topic Submit Surcharge - Stats & Facts Publications ', Contact Us ecis Site Map Links Search o Product Approval 4USER: Pubk User Product Approval Menu a Product or Application Seareh i ApplicatiQ0 'dist n AppiirAtion Detail FL # FL21637-R4 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived — Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext 2560 bsitli ngerCcbmiwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE v' Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Stan( L Year AAMA 506 2011 AAMA/WDMA/CSA 101/l.S.2/A440 2008 HAMA/WDMA/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/14/2019 Date Validated 07/14/2019 Date Pending FBC Approval Date Approved 07/17/2019 https:Hfloridabuilding.org/pr/pr app_dtl-aspx?param=wGEVXQwtDgs9xV7TjKGeecQb... 10/30/2019 Florida Building Code Online FL # Model, Number or Name Description 21637.1 1620 SH 48 x 84 insulated Glass Page 2 of 3 Limits of Use 1620 SH Certification Agency Certificate Approved for use in HVHZ: No Certification Agency Certificate FL21637 R4 C CAG APC 16015.pdf Approved for use outside HVHZ: Yes Approved for use outside HVHZ: Yes FL21637 R4 C CAC APC 16054.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Quality Assurance Contract Expiration Date Design Pressure: +45/-45 Other: LC-PG50 10/14/2021 Other. LC-PG50 Fin, LC-PG45 Finless/Flange FL21637 R4 11 08-02999A2.pdf Installation Instructions Verified By: Luis Roberto Lomas 62514 Evaluation Reports FL21637 R4 1I 08-02998A1.pdf FL21637 R4 AE 513921A3.pdf Evaluation Reports Verified By: Luis Roberto Lomas 62514 FL21637 R4 AE 513862A2.pdf Created by Independent Third Party: Yes Created by Independent Third Party: Yes Evaluation Reports FL21637 R4 AE 513851A1.pdf Created by Independent Third Party: Yes 21637.2 1620 SH 52 x 75 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637 R4 C CAC APC 16016.odf Approved for use outside HVHZ: Yes FL21637 R4 C CAC APC 16055. dF Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-50 10/14/2021 Other: LC-PG50 Installation instructions Verified By: Luis Roberto Lomas 62514 FL21637 R4 11 08-02999A2.pdf Created by Independent Third Party: Yes Verified By: Luis Roberto Lomas 62514 Evaluation Reports Created by Independent Third Party: Yes FL21637 R4 AE 513921A3.pdf Evaluation Reports Created by Independent Third Party: Yes FL21637 R4 AE 513862A2.pdf Created by Independent Third Party: Yes Created by Independent Third Party: Yes 21637.3 1620 SH 37 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637 R4 C CAC APC 16572.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2022 Design Pressure: +50/-67 Installation Instructions Other: LC-PG50 FL21637 R4 11 08-03042A3.pdf FL21637 R4 I1 08-03160.odf Verified By: Luis Roberto Lomas 62514 Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Created by Independent Third Party: Yes Evaluation Reports Evaluation Reports FL21637 R4 AE 513921A3.pdf FL21637 R4 AE 514079.13df Created by Independent Third Party: Yes 21637.4 1620 SH 48 x 96 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637 R4 C CAC .APC 16574.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2022 Design Pressure: +35/-45 Installation Instructions Other; LC-PG35 FL21637 R4 I1 08-03160.odf FL21637 R4 II 08-()3454.pdf Verified By: Luis Roberto Lomas 62514 Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Created by Independent Third Party: Yes Evaluation Reports Evaluation Reports FL21637 R4 AE 514079.13df FL21637 R4 AF 514467.Rdf Created by Independent Third Party: Yes 21637.5 1620 SH Impact 38 x 75 Fin and Finless Frame, Insulated, Laminated Glass. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL21637 R4 C CAC APC(18143)1820.05-106-12-R1 1620 SH(051523).odf Approved for use outside HVHZ: Yes Impact Resistant, Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-70 05/15/2023 Other: LC-PG50, Missile Level D, Wind Zone 3, glass was Installation Instructions bedded in Pecora 896 silicone. FL21637 R4 II 08-()3454.pdf Verified By: Luis R. Lomas, PE PE -62514 Created by Independent Third Party: Yes Evaluation Reports FL21637 R4 AF 514467.Rdf Created by Independent Third Party: Yes 21637.6 11620 SH Impact 152 x 75 Insulated Laminated Glass I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: LC-PG50, Missile Level D, Wind Zone 3. Glass Certification Agency Certificate FL21637 R4 C CAC APC 16230.pcf Quality Assurance Contract Expiration Date 12/27/2021 Installation Instructions FL21637 R4 II 08-03042.pdf https:Hfloridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9xV7TjKGeecQb... 10/34/2019 Florida Building Code Online Page 3 of 3 consisted of 1/8" annealed exterior - spacer - 3/32" Verified By: Luis Roberto Lomas 62514 annealed / 0.090 PVB / 3/32" annealed. Glass was bedded in Created by Independent Third Party: Yes Pecora 896 silicone. Evaluation Reports FL21637 R4 AF 513921.Ddf Created by Independent Third Party: Yes Back Next Contact Us r. 2601 Blair. tone Rod Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EcO employer. copyright 2007-2013 State of F onda.:: 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 click hem. Product Approeral Accepts: M. Credit Card Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE'VXQwtDgs9xV7TjKGeecQb... 10/30/2019 (Validator l Operations Administrator) Mt Windows & Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory. The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATIONS RECORD OF PRODUCT TESTED AAMAIWDMAICSA 10111.S.21A440-08 AAMA 506 LC-PG50-1324x1905 (52x75) -H COMPANY AND CODE Missile Level: D CPD SERIES MODEL & MAXIMUM SIZE TESTED Rating: +501-50, 52x75 NO. PRODUCT DESCRIPTION Wind Zone: 3 1620 SH (FIN, FLANGE & Rating above conforms FINLESS) FRAME (mm) SASH (mm) MI Windows & Doors, LLC to the requirements of: 16230 (PVC)(OIX)(OG) 1257x946 1324 x 1905 Code: MTL ASTM E1886 (INS PVB LAM GL) (414" x 6'3") (4'2" x 3'1") and E1996 (MODIF)(REINF)(TILT) (ASTM) This Certification will expire December 27, 2021 and requires validation until then by continued listing in the current AAMA Certified Products Directory. Structural Test & Report By: Intertek-ATI Report No: G1518.01-109-47 Date of Report: January 24, 2017 (Revised January 25, 2017) JGSIJTS ACP -14 (Rev. 6/16) Missile Impact Test & Report By: Intertek-ATI Report No: G1518.02-10947 Date of Report: January 24, 2017 (Revised January 25, 2017) Evaluated for Certification: January 26, 2017 4�tt- A oci +tedLaboratories, Inc. Authorized for Certification: January 26, 2017 American chitectural Manufacturers Association L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville NC, 27023 434-688-0609 Rliomas@Irlomaspe. com Manufacturer: MI Windows and Doors LLC 1900 Lakeside Parkway Flower Mound, TX 75028 Product Line: Series 1620 SH Impact - 52"x75" Engineering Evaluation Report Report No.: 513921 Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(a). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval documents: drawing numbers 08-03042, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: G1518.01-109- 47 signed by Timothy J. McGill Architectural Testing, Inc., York PA. AAMAIWDMA/CSA 101/i.S.2/A440-08 Design pressure: ±50.13psf Water penetration resistance 7.52psf 3. Report No.: 61518.02-109- 47 signed by Timothy J. McGill Architectural Testing, Inc., York PA. AAMA 506-11 ASTM E1886-05 and ASTM E1996-12 ASTM E1886f E1996 Large Missile Impact, Level D, Wind Zone 3 ASTM E1886/ E1996 Cyclic Load Test, ±50.Opsf design pressure 4. Anchor calculations, report number 513921-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure:. ±50.Opsf • Maximum unit size: 52118" x 75" • Units must be glazed per ASTM El 300-04109, see installation instructions for glass details. • This product is not rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be Rigid PVC. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval documents, 08-03042. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 01111II////,/ '`�J�CO t(/f�i *4� 051 i TA'E� QF ; ,e ONA1_ t//!rl11111�` Luis R. Lomas, P.E. 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