Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Product Approval
- 10/17/2019 Florida Building Code Online Business & Professional Regulation rnra � ii 'r N t} BCIS Home I us in I user Reglsbr tlan I Hot Topics submit surcharge I State & Facts; I Publiraltons I Contact Us I BCIS Site Map I Links I search I db a SHOPSTAMPREVIEW otpiw.n Eden °�� Product Approvalr usea: public User Review is fargeneral compliance w(th the Canstructlon Documents. ResFonsibility for correctness of dimensions, details, quanddes and safety i during fabrication Iles solely with the contractor. Product pporoval Menu> Productor Agolicationsearch>Applicatlon Detall 0( Noex¢ptions Taken Revlewedey: Dawn Boggio-Korbelak O Rejected: FL # FL37499-R5 Application Type Revision 11 /22/19 Code Version 2017 dwk Application Status Approved -Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. I Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval https:/Avww.flaridabuilding.org/pr/pr app_dtl.aspx MI Windows and Doors 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Z Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 03/18/2019 03/18/2019 Year 2011 2008 2011 1/4 10/17/2019 r Date Approved Florida Building Code Online 03/27/2019 Summary of Products FL # Model, Number or Name Description 17499.1 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R5 C CAC APC f13278) 18 101723),pd[ FL17499 R5 C CAC APC (13779) 185 SH ( ),Qdf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL17499 RS C CAC APC (13280) 185 (I01723),pffF Design Pressure: +55/-55 F 174 9 R5 C CACAP (1,3292) 185_$H (101723),pQ( Quality Assurance Contract Expiration Date Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be bedded in Pecora 896 sealant. 10/17/2023 Installation Instructions FL17499 R5 II 08-02545B.pd( Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R5 AE 513320-3.gd( Created by Independent Third Party: Yes 17499.2 185 SH 5202 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 RS C CAC APC (13269) 185 SH (l()0823),gdf FL17499 RS C CAC APC (13270) 18 (100823),%f Approved for use outside HVHZ: Yes Impact Resistant: No FL17499 RS C CAC APC (13271) 185 5H (1008;3),W FL17499 RS C CAC APC (13361) 185 SH (100823),Rdf Design Pressure: +60/-60 Quality Assurance Contract Expiration Date Other: R-PG60 10/08/2023 Installation Instructions FL17499 R5 li 08-02549%pd( Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R5 AE 513327B-4.9dj Created by Independent Third Party: Yes 7499.3 185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass imits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R5 C CAC APC (13273) 185 H 101723),P-df, Approved for use outside HVHZ: Yes FL17499 R5 C CAC APC.(j2 7a) 185 5H (1 1 ),PQ FL17499 RS C CAC APC.(j3774 195 SH (1Q 7172aLpLf Impact Resistant: No FL17499 R5 C CAC APC (13,363) 185 5H (10I723),pdf Design Pressure: +60/-60 Quality Assurance Contract Expiration Date Other: R-PG60* 1O/17/2023 Installation Instructions FL17499 R5 II 08-02550121.pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R5 AE 513328B-5.0dj Created by Independent Third Party: Yes 17499.4 185 SH 36x71 Fin, Finless, Flange Frame IG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 RS C CAC APC H0462.01-109-47-RO 185 SH f242,e ULIf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-67 04/25/2022 Other: R-PG60• Installation Instructions FL17499 RS II 08-03163.pdf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RS AE 514082.pdf Created by Independent Third Party: Yes 17499.5 185 SH 3602 Fin, Flange, and Finless Frame Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R5 C CAC APC(17811)1583.02-106-31-RO 185 S,-F (2k1423LPfff Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-70 06/14/2023 Other: R-PG60 Installation Instructions FL17499 RS I1 08-03381M Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports https:/Ax .floridabuilding.orglpr/pr app_dtl.aspx 214 10/17/2019 Florida Building Code Online FL17499 RS AE 514377.pdf Created by Independent Third Party: Yes 17499.6 185 SH 52x62 Fin, Flange, and Finless Frame, Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 RS C CAC APC(117 1311711.08-SO6-12-RO 185 Approved for use outside HVHZ: Yes 5 ( 7Q 7720)_d Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +50/-63 07/27/2023 Other: R-PG50 Installation Instructions FL17499 RS II 08-03379.pdf, Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RS AE 514373.pdf Created by Independent Third Party: Yes 17499.7 185 SH 52x62 Fin, Flange, and Finless Frame, Insulating Lami Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R5 C CAC APC(17 1 )1711.04-106-12-RO 185 Approved for use outside HVHZ: Yes Sh(072721),adf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +50/-63 07/27/2023 Other: R-PG50 Installation Instructions FL17499 RS 11 06-03381.pd( Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R5 AE 514375.QAE Created by Independent Third Party: Yes 17499.8 185 SH 3602 Fin, Flange, Finless Frame, Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 RS C CAC APC(S17 6)1711.07-106-11-RO 185 Approved for use outside HVHZ: Yes SHH(2=),112( Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +60/-70 07/27/2023 Other: R-PG60 Installation Instructions FL17499 RS 11 08-03380.pAj Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R5 AE 514374.Ua Created by Independent Third Party: Yes 17499.9 185 SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R5 C CAC APC (13275) 18 (1100823)2af FL17499 R5 C CAC APC (13276)-L§5-2 L(1QQM),a Approved for use outside HVHZ: Yes Impact Resistant: Yes FL17499 R5 C CAC APC (1,�1) 185 SH f100823),pQf FL17499 RS C CAC APC f13291) 185 SH (100823),pQf Design Pressure: +55/-55 Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be Quality Assurance Contract Expiration Date bedded in Pecora 896 sealant. 10/08/2023 Installation Instructions FL17499 R5 11 08-02544B-1.plf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R5 AE 513320E-1.ndff Created by Independent Third Party: Yes 17499.10 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R5 C CAC APC (13263) 185 5H fjMM).odf FL17499 R5 C CAC APC f13LQ7 Q) 185 SH f10p9231,pff Approved for use outside HVHZ: Yes FL17499 R5 C CAC APC (1226S) 1 S SQQQ2,j,),pQf Impact Resistant: No EL17499 R5 C CAC APCk-13M) 185 5H f1Q MLRd-fdf Design Pressure: +60/-60 Other: R-PG60 Quality Assurance Contract Expiration Date 10/09/2023 Installation Instructions FL17499 R5 II 08-02546B-2.pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RS AE 513322E-2.gdf Created by Independent Third Party: Yes 17499.11 185 Triple SH 11102 Fin Frame IG/SG Single Hung 11002 Flange Frame IG/SG Single Hung https:/Aw .flofidabuilding.org/pr/pr_app_dti.aspx 314 10/17/2019 Florida Building Code Online .._ ..--- .._...-. ... __...._. .___.. .._ _. Limits of Use __.. _ .._... .__.. _... _. Certification Agency Certificate Approved for use in HVHZ: No FL17499 RS C CAC APC (13341) 185 SH TPL (11Q423),pjf Approved for use outside HVHZ: Yes FL17499 RS C CAC APC (13343) 185 5H TPL (jnM),pdf FL17499 R5 C CAC APC (13346) 185 SH TPL (L 2�023),pdf Impact Resistant: No FL37499 RS C CAC APC (13349) 185 5H TPL ( Ob_2;73),p� Design Pressure: +50/-50 Other: R-PG50* Quality Assurance Contract Expiration Date 10/20/2023 Installation Instructions FL17499 R5 II 08-02548B.pddf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R5 AE 513324B-6.pdf Created by Independent Third Party: Yes 17499.12 185 Twin SH IO6x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 115 C CAC APC (12 4_2) 185 SH TWN (0�;3),P�-f Approved for use outside HVHZ: Yes FL17499 R5 C CAC APC (23342) 185 EH TWN (110423),gd( EL17499 R5 C CAC APC (13 47) 185 SH TWN (Ol Z0Z2LpIJf Impact Resistant: No Design Pressure: +45/-45 FL17499 R�(13349) 185 SH TWN (IOZ171),gdt Quality Assurance Contract Expiration Date Other: R-PG45 10/20/2023 Installation Instructions FL17499 RS II 08-025475-Zpdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R5 AE 513323E-7.pd( Created by Independent Third Party: Yes F.ckj next Conrad Us n 2601 Blair Stone Road Tallahassee K 32399 Phone: 850487-1824 The State of Florida Is an AA/EEO employer, iRRyll9ht 2007-2013 State of Florida.:: Privacy 5tatement :: Accessibrity 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 yubllpreconds request, do not send eledronlc mall 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 Ilmnsed under chapter 455, F.S. must provide the Department with an email address If they have one. The nnails provided may be used for official communlration with the licensee. Howewer 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 ayallable to the public. To determine If you are a licensee under chapter 455, FS., please dick here . Product Approval Accepts: ® ® ® =Ml Credit Card Safe https:/Av".floridabuilding.org/pr/pi app_dtl.aspx 4/4 L. Roberto Lomas P.E. 1432 Woodford Rd Lewisville, NC 27023 434-688-0609 rllomm@lrlomaspe.com Manufacturer: MI Windows and Doors, LLC 650 West Market Street Gratz, PA, 17030 Engineering Evaluation Report Product Line: Series 185 Aluminum Single Hung Window 36" x 84" Non -Impact Report No.: 513328E 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 61 G20-3.005 method 1(a). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-02550 revision B, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: E1729.01-109-47 signed and sealed by Michael D. Stremmel P.E. Architectural Testing Inc., York, PA AAMAIWDMA/CSA 101/I.S.2/A440-08 Design pressure: t60.15psf Water penetration resistance 9.19psf 3. Anchor calculations, report number 513328-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: t60.Opsf • Maximum unit size: 36" X 84" • Units must be glazed perASTM E1300-04/09, according with glazing details in approval drawing. • This product is not rated to be used in the HVHZ. • This product is not impact resistant and requires impact protection in wind bome debris regions. • Frame material to be Aluminum 6063-T5. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document, 08-02550 revision B. 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 \``\\5111? I IC lo/ /i/i 0 57••�= . 7TATE OF ;ilf,, _ i�o�Fs ORIOP •G�\� NA t1;e � Luis R. Lomas, P.E. FL No.: 62514 10111/2017 (Validator / Operations Administrator) MI 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. SPECIFICATION RECORD OF PRODUCT TESTED AAMA/WDMA/CSA 101/I.S.2/A440-11 R-PG60-1324x2134(52x84)-H COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION MI Windows & Doors, LLC 185 SH (FLANGE) FRAME SASH 13263 (AL)(O/X)(OG) 1324 mm x 2134 mm 1295 mm x 914 mm Code: MTL (ASTM) (4'4" x 7'0") (4'3" x 3'0") This Certification will expire October 9, 2023 (extended from October9, 2018 perAAMA 103-15) and requires validation until then by continued listing in the current AAMA Certified Products Directory. Product Tested and Reported by: Architectural Testing, Inc. Report No.: E1725.01-109-47 Date of Report: October 29, 2014 JGS/JTS ACP-04 (Rev.6/16) Evaluated for Certification: September 10, 2018 -h, A oci ted Laboratories, Inc. Authorized for Certification: September 10, 2018 DirT" Amer n Architectural Manufacturers Association NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD. BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. B. SHIM AS REQUIRED AT EACH ANCHOR LOCATIDN WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 12. UNITS MUST BE GLAZED PER ASTM E130D-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 15. FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE #6 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. 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. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 19. ALL FASTENERS TO BE CORROSION RESISTANT. 20. 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=2,000PS1 MINIMUM. D. METAL STRUCTURE: STEEL 180A (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM I TABLE OF CONTENTS 1 SHEET NO.1 DESCRIPTION 1 NOTES 2 — 3 1 ELEVATIONS 4 — 9 INSTALLATION DETAILS SIGNED: 0210712019 MI WINDOW AND DOORS, LLC. 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 72" NON —IMPACT NOTES cue NTS w1c 01/17/19 0850__83 OF 10 '77/7S�ONA1IENON\ LROBERTOLOMASP.E Luls R. Lomas P.E. I432 WCODFORD RD LEWISVIL,, NC 2=3 FL No.: 62514 d36633-0209 rllomasralriwnasoe.mm 71 FR HE 3 1 2 MAX L 10" O MAX O.C. 5/8" WE GHT 4/ 3 1/2" MAX — 36" FRAME WIDTH 36" FRAME WIDTH 0" MAX. D.C. 3 1/2" I —I 3 1/2" 3 1/2" MAX. - F[ I FT 71 5/8" FRAME HEIGHT 3 1/2� MAX / 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOWDESIGNER EXTERIOR VIEW EXTERIOR VIEW FLANGE& FINLESS INSTALLATION FLANGE & FINLESS INSTALLATION DESIGN PRESSURERATING IMPACTRATING +60.0%70.OPSF NONE 96'X71 &B'UNITSHOWN. OTHER SIZESAPPROVED AS LONGAS FRAMEAREA DOESNOTEXCEED 17.9 FT' NOTES: 1. SASH SIZE: 34 15/16" X 36 1/16" 2. D.L.O.: 33 1/4' X 32 7/16" 10" MAX. O.C. 3 1/2" MAX. —I 3 1/2 M / L / O10" MAX O.C. RENSION$ DESCRIPTION Mm I MPRUVEO SIGNED: 0210712019 MI WINDOW AND DOORS, LLC. 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 185 ALUMINUM SINGLE HUNG WINDOW*• 36" X 72" NON —IMPACT FLANGE &FINLESS ELEVATIONS 'A. R. I 08-03383 I — I sauE NTg GATE 01/17/19 sxEEr2 OF 10 Luis R. Lomas P.E. FL No.: 62514 — 36" FRAME WIDTH 36" FRAME WIDTH 0" MAX. D.C. 3 1/2" I —I 3 1/2" 3 1/2" MAX. - F[ I FT 71 5/8" FRAME HEIGHT 3 1/2� MAX / 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOWDESIGNER EXTERIOR VIEW EXTERIOR VIEW FLANGE& FINLESS INSTALLATION FLANGE & FINLESS INSTALLATION DESIGN PRESSURERATING IMPACTRATING +60.0%70.OPSF NONE 96'X71 &B'UNITSHOWN. OTHER SIZESAPPROVED AS LONGAS FRAMEAREA DOESNOTEXCEED 17.9 FT' NOTES: 1. SASH SIZE: 34 15/16" X 36 1/16" 2. D.L.O.: 33 1/4' X 32 7/16" 10" MAX. O.C. 3 1/2" MAX. —I 3 1/2 M / L / O10" MAX O.C. RENSION$ DESCRIPTION Mm I MPRUVEO SIGNED: 0210712019 MI WINDOW AND DOORS, LLC. 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 185 ALUMINUM SINGLE HUNG WINDOW*• 36" X 72" NON —IMPACT FLANGE &FINLESS ELEVATIONS 'A. R. I 08-03383 I — I sauE NTg GATE 01/17/19 sxEEr2 OF 10 Luis R. Lomas P.E. FL No.: 62514 'A. R. I 08-03383 I — I sauE NTg GATE 01/17/19 sxEEr2 OF 10 Luis R. Lomas P.E. FL No.: 62514 36" FRAME WIDTH — — 36' FRAME WIDTH 8" MAX O.C. 8" MAX 4' MAX — — 4" MAX 4" MAX —4" MAX Hr/l 4" MAXJ 4 ! — a.AX MA% OTC o MAX 8" O / 71 5/8" 71 5/8" FRAME FRAME HEIGHT HEIGHT Xf � 4 MAX 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW DESIGNER EXTERIOR VIEW EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION DESIGN PRESSURE RATING IMPACTRATING +60.01-70.OPSF NONE 36' X 71�B' UNIT SHOWN. OTHER SIZES APPROVED AS LONG A S FRAMEAREA DOES NOT EXCEED 17.9 FT' NOTES: i. SASH SIZE: 34 15/16" % 36 1/16" 2. D.L.O.: 33 1/4" % 32 7/16" RENSIONS OESMR ON MTE MPROVFO SIGNED: 02/07/2019 650 WEST MARKET STREET \\\•�`� •: ��4j'�i� GRATZ, PA 17030`�� •y�G ENy.�'•."9j�� *• D �2611 *= SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" FI 72" NON -IMPACT TPOF FIN ELEVATIONS �y TAT OF tLl� • ��'�F•'cCOR1OP•��\� m: mvs uo. aEv OB _ iZA/SSjONAj1�a0\\\ Lu15 R. LOTO$ P.E. E NTS DATE Of /17/19 9o3 EEr3OF 10 L RMERTOLOMASP.E 1432 WOODFORD RD LEWISVXD NO2) 3 .. 43<�0680609 rllomu@IOwnaspe.mm FLNo.: 62514 m 1/2" MIN. Rf SIOUS EDGE DISTANCE 1/2" MIN. R� 9cscRlmou wre TsaRa4T9 WOOD FRAMING EDGE DISTANCE 1 1/4' MIN. 1/4" MAX. OR 2X BUCK EMBEDMENT SHIM SPACE BY OTHERS � iEM1B/E4D"M MIN. METAL I ENT STRUCTURE -�— BY OTHERS F 7 iIM MAX. SHIM SPACE 1 IN MIN INTERIOR APPROVED 1/q" MAX. DISTGE ANCE SEALANT SHIM SPACE BEHIND FLANGE APPROVED SEALANT BEHIND FLANGE #10 WOOD #10 WOOD SCREW SCREW #10 SMS OR SELF DRILLING WOOD FRAMING EXTERIOR SCREW OR 2X BUCK APPROVED BY OTHERS SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2XBUCKINSTALLATION EXTERIOR EXTERIOR 1/4" MAX. _ SHIM SPACE INTERIOR 10 SMS OR INTERIOR SELF DRILLING INTERIOR \ I SCREWS APPROVED SEALANT BEHIND FLANGE WOOD FRAMING OR 2X BUCK BY OTHERS TO BE SET BED OF 'ROVED SEALANT APPROVED SEALANT 1/4" MAX.BEHIND SHIM SPACE FLANGE BY VERTICAL CROSS SECTION WOOD FRAMING OR2X BUGKINSTALLATION NOTES: 1. IABERIORAND EXTERIOR FINISHES, BYOTHERS. NOTSHOWNFORCLARTTY. 2 PERIMETERANDJOINTSEALANTBYOTHERSTOSE DESIGNED INACCORDANCE WIIHASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT / 1/4" MAX. SHIM SPACE II� VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION EDGE DISTANCE METAL EXTERIOR STRUCTURE APPROVED BY OTHERS SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCNRE INSTALLATION SIGNED., 0210712019 MI WINDOW ANDDOORS, LLC. 7R u LOw'y 650 WESTRKTSET \5 ` GRATZ, PA 17030 ENS�tgd, zz*• D 51/�'tB�*; SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" % A NON —IMPACT FLANGE INSTALLATION DETAILS p TATOF • W= �4F8 CORIOQ; G�i�`: DRnwu: owc xo. RLv 08 ,'Aijr�ONAL1EaN``` 3r MTE SHEV43 NTS 01/17/19 OF 10 Luis R. Lomas P.E. FL NO.: 62514 L ROBERTO LOMAS P.E 1432WOODFORDRDLEWISVILLENL2)023 434-6 609 NPmazCdl/IMlasae.mn 2" MINPED3G RLVSiCuS aLv sLscaianou w1c �aaovm CONCRETE/MASONRYBY OTHERS 1 1/4" MIN. OPTIONAL 1X BUCK : EMBEDMENTSEE 1 1/4" MIN. NOTES 3 — 7 SHEET 1EMBEDMENT APPROVEDE CONCRETE/MASONRY 1/4" MAX. SEALANT BY OTHERSSHIM SPACE BEHIND FLANGE 3/16" TAPCON INTERIOR .a 2" MIN. EXTERIOR INTERIOR, RIOR DISTANCE rAPPROVED .• L SEE NOTES 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL SILL TO BE SET CONCRETE/MASONRYINSTALLATION APPROVED IN A BED OF SEALANT APPROVED SEALANT BEHIND FLANGE NOTES: 1. INTERIORAND EXTERIOR FINISHES. SYOTHERS, OPTIONAL 1X BUCK 1/4" MAX NOTSHOWNFORCLARRY. SEE NOTE 3 — 7 r SHIM SPACE 2.PERIMETERANDJOINTSEAL WBYOTHERSTOBE SHEET 1 DESIGNED INACCORDANCE WITHASTME2112 SIGNED: 0210712019 CONCRETE/MASONRY MI WINDOW AND DOORS, LLC. ° • \\\\T11TIililIli R. Lpwn' BY OTHERS . ,' q.. 4." 650 WEST MARKET STREET GRATZ, PA 17030 \\\\\g y ENS�•9iP e ° `� •�\O ° - °. �: SERIES 185 ALUMINUM SINGLE HUNG WINDOWd_�*• D i :° a -• .� . _• ° 36" X 72" NON —IMPACT . _ �E ' - FLANGE INSTALLATION DETAILS ,611/t',B. �p TAT OF • VERTICAL CROSS SECTION MIN: ows m , 4yII •<t`:LORCONCRETE4 ASONRYINSTALLATION A.R. O8503383 ,Z7YSS•7pNA11E\1G`�\ wi6 SME NTS 01/17/19 5 OF 10 LROBERTOLOWSP.E 1432 WOODFORD RD LEWISVILLE, NC2] Luis R. Lomas P.E. 434-6660609 ribmu@llrlomas2s.com FL NO.: B2514 1/2" MIN. RINSIONS EDGE DISTANCE 1/2' MIN. Rfl' DESURIPaGN mrz -'R—D WOOD FRAMING EDGE DISTANCE OR 2X BUCK 1 1/4" MIN. 1/4" MAX. BY OTHERS 1 1/4" MIN. METAL EMBEDMENT SHIM SPACE EMBEDMENT STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE L 7/MIN. INTERIOR BACKER ROD i/q•• MAX. EDGE EDGE & APPROVED SHIM SPACE DISTANCE SEALANT BACKER ROD & APPROVED IF10 SEALANT N10 WOOD #10 WOOD SCREW SMS OR SCREW SELF DRILLING SCREW WOOD FRAMING EXTERIOR OR 2% BUCK BY OTHERS BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMINGOR2XBUCKINSTALLATION EXTERIOR INTERIOR 1/4" MAX. SHIM SPACE EXTERIOR INTERIOR SMS OR SELF DRILLING INTERIOR SCREWS T_ 1/2" SILL TO BE SET MIN. IN A BED OF EDGE APPROVED SEALANT DISTANCE SILL TO BE SET BACKER ROD IN A BED OF J EXTERIOR & APPROVED APPROVED SEALANT SEALANT 1/4 MAX. METAL BACKER ROD SHIM SPACE BACKER ROD STRUCTURE & APPROVED & APPROVED BY OTHERS SEALANT WOOD FRAMING r SEALANT 1/4" MAX. JAMB INSTALLATION DETAIL OR 2X BUCK F SHIM SPACE METAL STRUCTURE INSTALLATION BY OTHERS METAL -� SIGNED: OZ/07/2019 STRUCTURE VERTICAL CROSS SECTION BY OTHERS MI WINDOW AND DOORS, LLC. uuunulJ WOOD FRAMING OR 2X BUCK INSTALLATION 650 WEST MARKET RATZ, 117030REET .`���vJ�y`GE SF 9J1 VERTICAL CROSS SECTION METAL STRUCTUREINSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW*�• �JpyF1�'81�' *_ 3ES % 72" NON -IMPACT _ FINLESS INSTALLATION DETAILS 047,E ��1 �• SSTAT E�OF` yI` �17 D19 R� G;SN\ 1. EXTERIOR FINISHES, BY OTHERS. OS /O'�SS��NAj1;e AR NOTSHOWNFOfl CLARITY. 2. PERIMETER AND JOINTSEALANTBYOTHERS TO BE ENNTS D^m 01 s"OE063 OF 10 / / DESIGNED INACCORDANCE WITHASTM E2112 LROBERTOLOMASR.. Luis R. Lomas P.E. 1432 WOODFORO RO LEMSVILLE NO 2T023 FL NO.: 62514 d-66&0609 Nomaz®Momaspe.com 2" MIN. RNSIONS Rtv OpscRipnou wrz appaovso CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK 1 1/4" MIN. SEE NOTES 3 —7 EMBEDMENT SHEET 1 *EDGE ICONCRETE/MASONRY AX, BY OTHERS 1/4- MA%. BACKER RODACE SHIM SPACE & APPROVED SEALANT 3/16" TAPCON INTERIOR MIN. rBACKER EDGE AIOR EXTERIOR INTERIOR DISTANCE ° JIII- SEE NOTES 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL SILL TO BE SET CONCRET&MASONRYINSTALLATION IN A BED OF BACKER ROD APPROVED SEALANT & APPROVED SEA AM NOTES: OPTIONAL 1% BUCK 1/4^ MAX, 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, SEE NOTE 3 — 7 SHIM SPACE NOTSHOWNFOR CLARITY. SHEET 1 _� 2. PERIMETER AND JOINTSEALANTBY07HERS TO BE DESIGNED IN ACCORDANCE WITHAST M E2112 SIGNED: 02/07/2019 CONCRETE/MASONRY BY OTHERS. ° - °a. ° ` •` MI WINDOW A AND DDOOR a 650 TET EET,LLC. ° GRATZ, PA 17030 r •FAO ENS�9��� SERIES 1135 ALUMINUM SINGLE HUNG WINDOW �'• D 6 *c 36" X 72" NON -IMPACT VERTICAL CROSS SECTION FINLESS INSTALLATION DETAILS IUD • TAT OF tn� CONCRETEMASONRYINSTALLATION "FS;c(OR1. D.; ONc uo. RIN OB 5['ep NTS Oc'E 01/17/19 s"ELT73 OF 10 111 lilt IN, L. ROBERTO LOWS P.E. LOis R. Lomas P.E. 102 WOODFORDRDLEWISVILLE, NC2N23 FL NO.: B2s14 VW-E8S4Vv9 rllnnas®Irbmexpemn APPROVED SEALANT BEHIND FIN #6 WOOD SCREW 3/8" MIN EDGE DISTANCE EXTERIOR INTERIOR 3/8" MIN EDGE DISTANC #6 WOOD SCREW APPROVED SEALANT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE WOOD FRAMING BY OTHERS 1 1/2" MIN. EMBEDMENT #6 WOOD � SCREW / APPROVED J SEALAM BEHIND FIN _ 1/4" MAX SHIM SPACE INTERIOR EXTERIOR 3/B" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, 1MAX NOTSHOWN FOR CLARITY. SHIM M SPACE 2. PERIMETERAND JOINTSEALANTBY OTHERS TO BE DESIGNED/NACCOROANCEWITHASTME2112 MI WINDOW AND DOORS, LLC. 650 WEST MARKET STREET GRATZ, PA 17030 WOOD FRAMING SERIES 185 ALUMINUM SINGLE HUNG WINDOW BY OTHERS 36" % 72" NON —IMPACT FIN INSTALLATION DETAILS DnnwN: MO No. A.R. 08-03383 SME NTS 0-E 01/17/19ISNE-8 OF 10 LROSERTOLOMASP.E. 1d W0ODF0RDR0LEWISVILLE.N027W3 434 6680609 rlbmas@Irlamuye.wm SIGNED: 0210712019 Luis R. Lomas P.E. FL No.: 62514 AI'YNUV SEALA BEHIND 1 #6 SMS OR SELF DRILLING SCREW 3/8" MIN EDGE DIST4 EXTERIOR 3/8" MIN EDGE DISTANCE #6 SMS OR — SELF DRILLING SCREW APPROVED — SEALANT BEHIND FIN INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION RENSIONS OMRIMON s M IPPRWEO OETAL STRUCTURE 3Y OTHERS 1/4" MAX. 1/4" MAX SHIM SPACE METAL STRUCTURE _ SHIM SPACE BY OTHERS INTERIOR Q6 SMS OR SELF DRILLING SCREW APPROVED SEALANT EXTERIOR BEHIND FIN _ 3/B" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES BY OTHERS, 1/4" MAX NOTSHOWNFOR CLARITY. SHIM SPACE 2. PERIMETER AND JOINTSEALANTBY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0210712019 MI WINDOW AND 650 WEST STREET ``\\J\51RIICo ' GRATZ. PA 17030 `y��OENy,�'9si METAL STRUCTURE BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW jjs 36" % 72" —IMPACT =* FINSTALLATIODETAILS -0cmw 0�Rw 1601 .NON 080333 A,7sTAT' ONA NTS O/17/19 sOF 10 f LFOSERTOLOMASP.E LMIS R. Lomas P.E. 1L.R2 W00DR)RD RD LEWISVILLE MG 27003 nvraR.r,RnR nm��am,•.,...,•,.,•, FL No.: 62514 RMSIONS REV OEYRIPIION WiE APPRWED 2 5/16" — - - 1 z 3/1s"T-- T, — 2 13/1 ^ 2 3/16" 2' 1 5/i6" 1 FINLESS FRAME HEAD L FINLESS FRAMEJAMB J— FINLESS FRAME SILL MEETING RAIL LOCK RAIL/STILE CM48553 CM-1B513 CM-18500 CM-18505 ALUMINUM 6063-T5.055'THICK ALUMINUM 6063-T5.050'THICK ALUMINUM 6063.T5.050'THICK GMALUMINUM 6063-T5.055'TMCK ALUMINUM 6063-T5.062-T14ICK 3-T5. 2 5/16" — IC 1 7/16"13x// 1 Hr 2 3/16"((I��Ipp3 3/8" 2 3/2 5/16" —17 3/8" jl— 15/16" FLANGE FRAME HEAD FLANGE FRAME SILL FLANGE FRAME JAMB SASH BOTTOM 141L � SASH STILE CMJ8502 CM-18503 CMAB501 ALUMINUM 6063-T5.050'MICK OM-18555 CM ALUMINUM 6063-T5.050'TNICK ALUMINUM 606&T5.055'THICK ALUMINUM 6063-T6.050'THICK ALUMINUM 6063-T5.63-T5.050'THICK 2 5/16^ — �—{ 3/16" 2 3/16" 3 3/4" GLAZING BEAD 2 5/16^ 2 3/16 V-663 L A J4 fl/GlO PVC.050'THICK SIGNED: 02/07/2019 WINDOW ND FIN FRM fe566 E ID IN RAMS SILL FINFRAME6JAMB j eMI 650 WES ZA ARKET STTEETLLC. `\y�\5\REN04"/s/ ALUMINUM 6063-T5.050'THICK ALUMINUM 6063-T5.055'THICK ALUMINUM 6063-T5.050'THICK V f• SERIES 165 ALUMINUM SINGLE HUNG WINDOW*• 0 36" % NONIMPACT �,a'GE •p: COMPONENTS �9 _ TAT OF L..: wiL OB 503383 - •//%/j�/�NA j1�N\��� 01/17/19 10 OF 10 LROBERTOLOMASP.E Luis R. Lomas P.E. 1,$32 WOODFORD RO LEWISVILLE, NC 27023 FL NO.: 62514 Professional 10im r Dena Home I lag rn I User RegNtrailon I Hot Tapirs Submit Surcharge I Stats a Facts I Publications I Contact Us I BOS Site Map I Unks I Search Florida d bpr ��, � Product Approval Prod Pct User Product Aoomval Mm> Application Detail FL At Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence SHOPSTAMPREVIEW tot Si Plan Eden Review Is for general compliance with the Construction Documents. Responsibility for correctness of dimensions, deralls, quantities and safety during fabrication lies solely with the contractor. IA No Exceptions Taken Reviewed By: Dawn Boggio-Korbelak FL20461-R3 Ci Rejected: Revision 2017 11 /22/19 ,� �. Kffag& L- Approved1 C Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rlckw@mbidgconsultants.com Vivian Wright rickw@mbidgmnsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0Evaluation Report - Hardoopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2021 Ryan J. King, P.E. 13 Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard 101/I.S.2 ASTM E330 ASTM E331 TAS 202 Equivalence or Product Standards Certified By Sections from the Code 7 (d) Certiflcate of Indenendence.Dd Year 1997 2002 2000 1994 Jkd®3 311:1 Product Approval Method Method 1 Option D Date Submitted 12/13/2017 Date Validated 12/13/2017 Date Pending FBC Approval 12/21/2017 Date Approved 02/13/2018 Date Revised 10/09/2018 Summary of Products Go to Page = 0 00 Pagel/ 200 FL # Model, Number or Name Description 20461.1 a. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II fe) Inst 20461.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.1 for Design Pressure Ratings, any FL20461 R3 AE (d) Fval 20461.1.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "3" part numbers for these doors, which have been stained or painted within six months of Installation. 20461.2 b. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidellte(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.2 for Design Pressure Ratings, any FL20461 R3 AF (d) Eva[ 204612. odf additional use limitations, Installation instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of Installation.) 20461.3 c. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Fiberglass Composite Edge Smooth -Star Double Door with or without Sldelltes (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Tnst 20461.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.3 for Design Pressure Ratings, any FL20461 R3 AE fdl Eval 20461.3.Ddf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of Installation.) 20461.4 d. Therma-Tru Flber-Classic and Nominal 7'0 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door(Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 IT (e) Inst 20461.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.4 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.4.udf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of Installation.) 20461.5 e. Therma-Tru=S1,�mg1'e TO "Non -Impact" Opaque Composite Edge Fiberglass Smooth-Staroor with Sldellte(s) (Inswing/Outswing; XO, OX or figurations) Limits of Use Installation Instructions Approved for use in HVHZ: No F=16a1 R3 II fe, Inst 20461.5..odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.5 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product FL20461 R3 a (d) Eval 20461.5,odf Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "7" part numbers for these doors, which have been stained or painted within six months of Installation.) 20461.6 f. Therma-Tm Fiber -Classic and Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 H (e) Inst 20461.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.6 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.E odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "7" part numbers for these doors, which have been stained or painted within six months of Installation.) 20461.7 g. Therma-Tru Fiber -Classic and Nominal 8'O "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sldelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 iI (e) in=_t 20461.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.7 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.7.odf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. (For Flber-Classic and Smooth -Star doors, this product approval requires the use of "P' part numbers for these doors, which have been stained or palnted within six months of Installation.) 20461.8 h. Therma-Tm Fiber -Classic and Nominal 8'O "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Double Door with or without Sldelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e1 Inst 20461.8.ndf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.8 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.e.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.9 I. Therma-Tru Flber-Classic and Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door (Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Tnst 20461.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.9 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.9.odf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of Installation.) 20461.10 J. Therma-Tru Fiber -Classic and Nominal 6e "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sldellte(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 Ri II (e) Inst 20461.10.edf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.10 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.I0.odf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. (For Fiber-Classlc and Smooth -Star doors, this product approval requires the use of "7" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.11 k. Therma-Tru Fiber -Classic and Nominal 6'8 "Non-Impacr' Glazed Composite Edge Fiberglass Smooth -Star Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.11.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure; N/A Evaluation Reports Other: See INST 20461.11 for Design Pressure Ratings, any FL20461 R3 AE (dl Eval 20461.Il.ndf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For Flber-Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of Installation.) 20461.12 I. Therma-Tm Fiber -Classic and Nominal TO "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door (Inswing/0utswing; X configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 It (e) Inst 20461.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.12 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.12.odf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. (For Fiher-Classic and Smooth -Star doors, this product approval requires the use of part numbers for these doors, which have been stained or painted within six months of Installation.) 20461.13 in. Therma-Tru Fiber -Classic and Nominal TO "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sldelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 H (e) inst 20461.13.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.13 for Design Pressure Ratings, any FL20461 R3 AE (dl Eval 20461.13.odf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "P' part numbers for these doors, which have been stained or painted within six months of Installation.) 20461.14 n. Therma-Tm Fiber -Classic and Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door(Inswing/Outswing; X configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No FL20461 R3 II (e) Inst 20461.14.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.14 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.14.odf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of Installation.) 20461.15 0. Therma-Tru Fiber -Classic and Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Single Door with Sldelite(s) (Inswing/Outswing; XO, OX or OXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.15.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.15 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.15.ndf additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "]" part numbers for these doors, which have been stained or painted within six months of Installation.) 20461.16 p. Therma-Tru Fiber -Classic and Nominal 8'O "Non -Impact" Glazed Composite Edge Fiberglass Smooth -Star Double Door with or without Sidelites (Inswing/Outswing; XX or OXXO configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 11 (e) Inst 20461.16.odF Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.16 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.16 odf additional use limitations, Installation Instructions and product Created by Independent Thlyd Party: yes particulars. (For Fiber -Classic and Smooth -Star doom, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.) 20461.17 q. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Transom (Inswing/Outswing; O/X configuration) Limits of Use Installation Instructions Approved for use In HVHZ: No FL20461 R3 11 (a) Inst 20461.17.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 20461.17 for Design Pressure Ratings, any additional use limitations, installation instructions and product FL20461 R3 AE (d) Eval 20461.17.odf Created by Independent Third Party: Yes particulars. (Far Fiber -Classic and Smooth -Star doors, this product approval requires the use of "? part numbers for these doors, which have been stained or painted within six months of installation.) 20461.18 r. Therma-Tru Fiber -Classic and Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sidellte(s) and Transom (Inswing/Outswing; O/XO, O/OX or O/OXO configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FL20461 R3 SI (e) Inst 20461.18.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.18 for Design Pressure Ratings, any additional use limitations, Installation instmctions and product FL20461 R3 AE (d) Eval 2O461.18.odf Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of "I" part numbers for these doors, which have been stained or painted within six months of Installation.) 20461.19 s. Therma-Tru Fiber -Classic and Nominal 6e "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sldelite(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use In HVHZ: No FL20461 R3 11 () Inct 20461.1 .odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: yes Design Pressure: N/A Evaluation Reports Other: INST 20461.19 for Design Pressure Ratings, any additional use limitations, Installation Instructions and product FL20461 R3 AE (d) Eval 20461.19.od( Created by Independent Third Party: Yes particulars. (For Fiber -Classic and Smooth -Star doors, this product approval requires the use of T' part numbers for these doors, which have been stained or painted within six months of Installation.) 20461.20 t. Therma-Tru Fiber -Classic and Nominal 8'O "Non -Impact" Opaque Composite Edge Fiberglass Smooth -Star Single Door with Sldellte(s) (Inswing/Outswing; XO, OX or OXO Continuous Head and Sill configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL20461 R3 II (e) Inst 20461.20.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: INST 20461.20 for Design Pressure Ratings, any FL20461 R3 AE (d) Eval 20461.2O.ndf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (Far Fiber -Classic and Smooth -Star doors, this product approval requires the use of'7" part numbers for these doors, which have been stained or painted within six months of Installation.) Go to Page 40 0 Page 112 0 aaalr Hex contact Us :: 2601 dial, Stone Road, Tallahassee FL 32399 Phone: 050.67-1624 Me Sate of Florida Is an WEM employer. UomlaM 2007-2013 State of Ronda.:: Pdyacv Statement :: Accesslbllltv Statement:: Refund Statement under Marble law, email addresses are public mends. If you do not want your e-mail address released N response to a publlcresnMs request, do not send electronic you are a R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 yelrico, FL 33595 Phone 813,659.9197 Florida Board of Professional Engineers Certificate ofAuthorbalion No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Therma-Tru Corporation Fiber -Classic and Smooth -Star Exterior Exterior Door 118 Industrial Dr Composite Edge Opaque Fiberglass Single Door Doors Assemblies Edgerton, OH 43517 Inswing i Outswing Phone 419.2984740 "Non -Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma-Tru Corporations, based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Dept of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do 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. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing orstucco. 3. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 4. Site conditions that deviate from the details of drawing FL-20461.1 require further engineering analysis by a licensed engineer or registered architect 5. Fiber -Classic & Smooth -Star Door panels require the use of "J" part numbers and must be stained or painted within six months of installation 6. See drawing FL-20461.1 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard TEL 01460145 ASTM E330(02), ASTM E331(00) TEL 01461573 ASTM E330-02 & ASTM E331-00 2. Drawing No. Prepared by No. FL-20461.1 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA#9813) 4. Quality Assurance Certificate of Participation issued by National Accreditation & Management Institute, certifying that Therma-Tru Corporations is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. SHOP STAMP REVIEW tote/md Review is for general compliance with the Construction Documents. Responsibility for correctness of dimensions, details, quantities and safety during fabrication Iles solely with the contractor. Dq NoDrceptionsTaken Revieweday: Dawn Boggio-Korbelak D Reiee d: 11/22/19 dJalu t P- Sheet 11 of 1 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. V.K. Wright Testing Evaluation Lab.,lnc. V.K. Wright No 43409 STATE OF Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 12/7/2017 Florida Building Code Online Page 1 of 6 BOS Home I log In I user Reohtnum I Hot Tap[a I aubmn aumname I Sue, &Fe. I pubmmUom I Centre Us I SO$Sate Mao 1 lima serrdt I FI � SHOPSTAMPREVIEW Istn/man Eden C F Pratluct Approval usaa: pumic user Review is for general compliance with the Construction Documents. Responsibility for correctness of dimensions, details, quantities and safety 4741.during fabrication lies solely with the contractor. vronua neorevai Men..>pmdeR ernnmiwnpn serrcn>AomlrnNon Lkt>Appliwtlonneu 04 No&cepbons Taken Reviewed By: Dawn BDgglo-KDrbelak FL # FL16546-Rll I1 Rejected: Application Type Revision n �_ Code Version 2017 11/22/19 Application Status Approved ' Comments Archived ❑ Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, 01145040 (513) 770-6062 mwesterfleld@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report- Harccopy Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report Florida Ucense PE-63286 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Gary Pfuehler Rj Validation Checklist- Hardcopy Received Certificate of Independence FL16546 R31 COI Certification of Independence of Validation Entity - Gary Pfuehler 2016-02-19.odf EL16546 all COI Statement on Independence of Evaluation E Pt - ScmtHamilton 2036-02-19 ndf Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSVDASMA 115 2005 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Ad0O 311:1 -Certified By Florida Llcensed Professional Engineer or Architect https://floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgU... 10/23/2019 Florida Building Code Online Page 2 of 6 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page = S FL16546 Rll Eaulv 20170809 - FBC - DASMA 108 eguiv.odf FL16546 Fill E uiv 20170809 FBC - DA MA 115 eouiv.od Method 1 Option D 12/18/2018 02/13/2019 02/13/2019 04/16/2019 00Page 1/400 FL ae Motlel, Number or Name Description 16546.1 01 WS-I6-HY PAN-2F153/6: 73, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 1500, 75, 76, 190, 84A, 94, 42, WINDCODEO W5 Garage Door 42B, 48, 48B, 55, 4F, 4RST, 6RST, 4RSF, 6RSF, GOSS, GDSSV, GRSS, GR5SV, ARSS, ARSSV, EDSS, ED5SV Limits of Use Installation Instructions Approved for use In HVHZ: No FL16546 R31 11 101922-A-ReviS.oclf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +32 PSF/-32 PSF Evaluation Reports Other: Solid doors (no glazing) or doors with optional FL16546 Rll AE CBPC 131211-A.odf impact -resistant glazing are Impact -resistant (large missile Created by Independent Third Party: No Impact). 16546.2 02 WS-I6-HY PAN-2F353/6: 73, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 1500, 75, 76, 190, 84A, 94, 42, WINDCODE® WS Garage Door 42B, 48, 48B, 55, 4F, 4RST, 6RST, 4RSF, 6RSF, GDSS, GDSSV, GRSS, GR5SV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 RSl 11 101922-13-Reel S.Pdf Approved for use outside HVHZ: Yes Verifed By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +32 PSF/-32 PSF Evaluation Reports Other: The standard glazing available for this product meets FL16546 R31 AE CBPC 131211-A p li f the wind load requirements of the building code but DOES Created by Independent Third Party: No NOT meet the Impact resistant requirement For windborne debris regions. 16546.3 03 W8-16 PAN-217443: GD4$, GR4S, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double- ED4S, AR4S Car (9'2" to 167" wide) WINDCODEO W8 Garage Door with Optional impact -Resistant Lites Limits of Use Installation Instructions Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes FL16546 RII 11 104791-Rev05 odf Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-52 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no FL16546 Rll AE CBPC 131211-A.odf glazing) or doors with optional Impact -resistant glazing are Created by Independent Third Parry: No im - sistant (large missile Impact). 16546.4 04 W6-16 PAN-2F353: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (97" to 162" wide) 75, 190, 84A, 94, 42, 42B, 48, 48B, WINDCODE® W6 Garage Door with Optional Impact- 55, 4RST, 6RST, 4RSF, 6RSF, GDSS, Resistant Lites GDSSV, GRSS, GRSSV, ARSS, ARSSV,EDSS,EDSSV Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16546 R11 II 104710-A-Rev03.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party; No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no standard glazing) are impact-reslstant (large missile Impact). FL16546 R11 AE CBPC 131211-A odf Created by Independent Third Party: No 16546.5 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bnFgU... 10/23/2019 Florida Building Code Online Page 3 of 6 05 W6-16 PAN-21`153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2'to 162" wide) 75, 190, 84A, 94, 42, 48, 55, 4RST, WINDCODE® W6 Garage Door 6RST, 4RSF, 6RSF, GOSS, GDSSV, GR5S, GR5SV, AR5S, ARSSV, ED55, ' EDSSV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 RIl fI 104710-B-Rev03.00f Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Parry: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: The standard glazing available for this product meets FL16546 R11 AE CBPC 131211-A odf the wind load requirements of the building code but DOES Created by Independent Third Party: No NOT meet the Impact resistant requirement for windborne debris regions. 16546.6 06 W6-16 PAN-2F156: 76, 2RST Steel Pan (min. 25 ga.) Double -Car (92" W 167" wide) WINDCODE(9 W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16546 R31 II 104710-A-Rev03.Ddf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V ulf): 170 MPH. Solid doors (no FI-16546 RII AE CBPC 131211-A.Ddf standard glazing) are Impact -resistant (large missile Impact). treated by Independent Third Party: No 16546.7 07 W6-16 PAN-21`356: 76, 2RST Steel Pan (min. 25 ga.) Double -Car (9'2'to 162" wide) WINDCODE® W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 R11 li 104710-8-Rev03.Ddf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: The standard glazing available for this product meets FL16546 R11 AE CBPC 131211-A.0df the wind load requirements of the building code but DOES Created by Independent Third Party: No NOT meet the Impact resistant requirement for windborne debris regions, 16546.8 08 W5-16 PANSP-2FI53/6: 735P, Steel Pan (min. 25 ga.) Double -Car (97" to 16'0" wide) 15SP, GDSSSP, GD5SSPV, 76SP, WINDCODE® W5 Garage Door 76VSP Limits of Use Installation Instructions Approved for use in HVHZ: No FL16546 RII II 304818-A-RevOI-skmed.odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +32 PSF/-37 PSF Evaluation Reports Other: Solid doors (no glazing) or doors with optional FL16546 R11 AS CBPC 131211-A.Ddf Impact -resistant glazing are Impact -resistant (large missile Created by Independent Third Party: No - Impact). 16546.9 09 W5-I6 PANSP-2F153/6: 73SP, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) SSSP, GDSSSP, GD5SSPV, 76SP, WINDCODE® WS Garage Door 76VSP Limits of Use Installation Instructions - Approved for use in HVHZ: No FL16546 R31 II 104818-B-11evOI-sioned.udf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +32 PSF/-37 PSF Evaluation Reports Other: The standard glazing available for this product meets FL16546 R11 AE CBPC 131211-A odf the wind load requirements of the building code but DOES Created by Independent Third Party: No NOT meet the Impact resistant requirement for windborne debris regions. 16546.10 10 W6-09 DSIE-1A171: 2050, 2051, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior 2053, 4050, 4051, 4053, 62, 64, skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® 65, 62G, 62LG, 64G, SDP38, SFL38, W6 Garage Door SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Installation Instructions Approved for use in HVHZ: Yes R16546 RI1 lI 104814-A-RevOB.Ddf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-44 PSF Evaluation Reports Other. Max. Wind Speed (V_ult): 170 MPH.. Solid doors (no FL16546 RII AE CBPC 131211-A odf glazing) are Impact -resistant (large missile Impact). I Created by Independent Third Party: No 16546.11 11 W6-09 DSIE-IA171: 2050, 2051, Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior 2053, 4050, 4051, 4053, 62, 64, skin 29 ga. min.) Single -Car (up to 9'0" wide) WINOCODE® 65, 62G, 62LG, 64G, SDP38, SFL38, W6 Garage Door SRP38, 134, 13S, 136, 6130, 6131, 6133 https://flolidabuilding.org/pr/pr_app_dfl.aspx?pazam wGEVXQwtDgvgqu2w%2bnFgU... 10/23/2019 u �J 4 1 J Z L IANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS STrtET. ) �F 4 REVISIONS 25 GA 25 GA 24 GA MODELS 25 GA REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION 23. 75 26, 25L 98 CLOPAY 'GALLERY' GDSS, GR5S 03 6/2a/i3 SH ADDED LONG PANEL OPTION. 6RST 2RST 4F HOLMES 'ARTISTRY' AR5S 2. 428 IDEAL 'CARRIAGE HOUSE' EDSS ONE STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ TOG-L-IOC (TOP & MM) AND T LONG (LUSH SHORT PANEL aA'CLASSIC' SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND 'CLASSIC' LONGPANEL AL50 APPROVED.SEE TABLES BELOWi0R DETALS. (ALONG CENTER). OPTIONAL GLAZING IMY BE STANDARD OR /7EE'WE MRASTRESMy BE STANDARD (SHORT PANEL) OR IMPACT RESISTANT GLAZING. ONLY SHORT 'MMERCIAL (LONG PANEL). SEE TABLES BELOW. GLAZING IS APPROVED. SEE SECTION B-B ON SHEET TWO FOR DETAILS (GLAZING SHOWN IN GLAZING SHOWN IN TOP SECTION. •..vii�ll ILL0ii '� ��IC_n'�A• �'II��11111�111�l�lll�ll� yfiii—. DOOR HEIGHT B SCCTIdYS UP TO Z'O' 4 73• TO 8'9' 5 9.0' TO 10.6- 6 10.9- TO 12.3- T 12'6• TO i4'0' 8 14'Y TO I5.9• 9- I6.0• 10 MAX SECTION HCIWITI 21' STATE bF fit AA•SS�ONAI.E�.•`• Il L DESIGN ENGINEER: SCOTT HAMILTON• P.C. FLORIDA LICENSE N 6 a INTERMEDIATE SECTION.) VIEW 'B' (SEE SHEET THREE). VIEW -C- (SEE SHEET THREE). 16 GA END STILES ATTACHED TO DOOR SKIN WIN PATENTED TOG-L-LOC SYSTEM (TOP. BOTTOM & C CENTER). ATTACHED TO TOP AND BOTTOM PAIL WON PATENTED TOG-L-LOC SYSTEM. T'10 POINT LOCKING TWO TRACK. (2) LHR TOP BRACKETS USED AS o INNER BOTTOM BRACKET. INSIDE FLNATIONS (1) 3-IN ROLLER CARRIER (P/N 0120394) USED WITH 3- TRACK SNAP LATCH ENGAGES LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL TRACK. ONE SNAP LATCH ON SLIDE BOLT LOCK EACH SIDE OF DOOR. 6AS C' RAISED .1 EPaon rrmns LMPIn HAsv r ENGAGES INTO SHIRT P,.EL 1=Pmfv P4YLP�Evii v¢Ps END VERTICAL TRACK. I AxEL STILE. OUTSIDE ➢[8P VIBix 6siILCs Ilmi v10M L@WN ADE pifPt�l i�i0.CD u .. ONE LOCK ON HANDLE. LO atv sccTlda CH suildR mER SEC. pyz VLDw s)ncs EACH SIOE OF OUTSIDE EN s2• TD s'm• a ez• TD n•r L z PEP uamv DOOR. KEYED ENO TR Ia'v is UYo• U9' to !v'K z I ) s2 TD Lo'a• T HANDLE. STILE. EA OxA Iry TD nm' s Is'o• TD Lvr ) • Lar 10 r T Of u'a• TO vIv Ituc xorE eEtYv ffDA:DixO I..Irs• TO ux• sINSIDE SLIDE BOLT INSIDE HANDLE I6'0• i014Y ) STILES Ot LM PA L W & we' iD Lbz LOCK OPTION_ OIRSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK ION, ANXI STILES FOR LONG -PANEL MODELS. SNAP LATCH LOOK DarloN. LOCK BAR LDCIDUG. .E NIXES Te u cDuuacHl Ixrcwl cmEs PEavv+Eo As xorzD a THE 1.mEs ABWE ul C AESOL1V. CENTERENTI STYES /Af LiTMICD Lnd41rt eETeiW iM[ mstWD vLv I. -= P A (WRFRO.1 rsxrtv stw M An.neD mlx tDc st MP R IntToq oR MI s/te• roP mcrs DP (TJ Ie SxffT PELLL SOWS TTfE vAnUTACTItIxG PRpI MIS ODOR MEETS OR ExCEE06 THE 0E9gx LOA05 FOR THE ULTPLLTE WIVO SPEEDS MSTEO DDDIv ACCORdxG i0 ME PLOPoDA Bl1AdNC CODE OR ME wiEflxAT10xN. BOMbiLO CODE (eASED ON )0) FOR PO )) R 2- OrN TIN BIR: 'S END Z 13W,MN O. DOOR Nay 2" 0T IN BORDAMME END ZONE ]) ING I ANY ROOF SLOPE AND a) TESTING IN ACCONDWCE VIIIH ANY R S ANSIGNASNA )SSI SITE-EPEMC ULCulAigrvS BY A OWWPEO DESIGN PROE65gNAt NAY gffER. ULTIMATE VINO g5 to UD t80 195 SPCCD "" EKPOSURE CAlE00RY D. C. DID. C. U B. C B. C B MEAN ROD( HCIWT 25' IS' 25' IV 30' D . 5.015 .000 s.00SS .0000 a x.OpL oesren- xt/z Lwea Stotm Onu+.:tt Pl^NLOfS YtC W WO4 2 F L.nlo�nG & -19 I.,. . 0.4e BOUIev0r4 _.. v`Q*LMD RATING A 1 �M ;;aa,f° W6 DP36T ) Ea. Na 513-TT0-4SSS 2- STEEL PAN DOORS 16•YW (SEE TABLE FOR MODELS) DATE: 11/19/12SCALE: ME DWG.R SH DATE: 11/20/12 SHEET 1 OF a SIZE L i10-WR VER: IBC nee nrDrDr)nonno IR_9znA _ 4 1J 11ir G I I 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET' REVISIONS LIODELS 24 OR 25 GA 25 GA 24 GA N,OOELS 25 GA 2 OF 41REV. N0. ZONE: DATE: ECN N0. aPP✓0: DESCRIPTION CLOPAY 84A, 94 73, 75 76. 75L 96 CLOPAY 'GALLERY' GDSS, GR5S 03 SH SEE REV1510M HISTORY ON SHEET ONE. IDEAL 4RST 6RST 2RST 4F NOLMES 'ARTISTRY' AR5S HOLMES 48, 489 42. 42B IDEAL 'CARRIAGE HOUSE' EDSS SHORT LONG FLUSH SHORT PANEL D D IMPACT —RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION: SOLID DOORS (NO GLAZING) OR DOORS YATH OPTIONAL IMPACT -RESISTANT GLAZING ARE OPTIONAL Me OR 1/8' AGYRUC LRES AVMIUB E. OPTIONAL ACRYTJC GLAZING IS IMPACT -RESISTANT. OPTIONAL INJECTION -MOLDED POLYCARBCNATE FRONT FRAME AND PUSKOIME OPTIX OR LUCRE CP APPROVED CI PIASDC IN ACCORDANCE WITH IBC/FBC GLAZING IS GE LE%NN SLK24327, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606. IBC/FBC 2606 AND AN APPROVED Cl PUSTIC IN ACCORDANCE NTH MC 2612 THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE VAN THIS SECTION MEETS THE THE WIRE DOOR ASSEMBLY LNSTA D) IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING WOE OR INTERNAPONA4 BUILDING WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REOVIREMEM FOR WNDBORNE DEBRIS CODE AMID IS LARGE- AND SM L-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/IBC). SECTION B—B (IMPACT —RESISTANT GLAZING OPTION) SECTION B—B (NON —IMPACT RESISTANT GLAZING OPTION) C TJfwL D• C FRONT FRAME WFIR U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN A IMPACT-REMTAM FRAME. OPIIONK DECORA22S MULDPYFRA HIGH BD TAPE TN SP-w INSERT.QW. � (BEiP2EH FwwE HIGH°N.w0 FACADE). L DECORATM FROM FACADE GLAZwG� r I MOLDED INSIDE ""_ RUCNFAL SILO°xf SEPUM LANE RETAINER. g pB 14_ PAN HEAD SCREW (BETWEEN STEEL SKIN AMID FRAME). (10 SCREWS PER UTE). °JPALT REASTMR ONE-PECE INJECTION POtiI!I EPE RETAINER FASTENED TO FRAME NTH 3 MOLDED Gf8llry (10) Be x 3/4' PAN HIM PMHLHE SCREWS B FRAME k GU!m IMPACT —RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 104710-A DRAWING 104710-0 i DESIGN ENGINEER, SCOTT HAMILTON, P.E. FLORIDA LICENSE No. 6 286 4 ¢pl LtMU]: iO4v r].! —w.V Y.].� ••_•. .-,_ P.= — &Ses' %lon a vlN°LOA° RATING h TOZslarta TOLERANCES ,,. Il xas�, ox lmao IrsA C1u a y TGN>31Y"°'�° W6 DP36T .0 m x.015 Paq 61i DOORS DESCRIPTION: 2 STEEL PAN DOORS 16'2'Y! (BEE TABLE FOR MODr15) DESVd, RIPTI EEL .00 i.OI➢ - oao — s.Gos DOD] _ -.001 DRAWN 81': SH DATE: t1/19/I SCALE: MS DWG CHECKED BY: SH DATE: n/20/r SHEET 2 OF 4 SIZE B muisprs`aFR°c a nm¢s. DWG. NO.: 104710-A/B VER: IBG 3 2 F LORF51% PRODUCT APPROWALL 51654�DT [am La■ 3- JI 4 I J JEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET• GA 1 25 GA 1 24 GA MODELS 25 GA 3 OF 4 75 26, 75L 98 CLOPAY 'GALLERY' DOSS. GRSS SHORT LONG I FLUSH I SHORT PANEL JAMB TO SUPPORTING STRUCTURE ATTACHMENT L�4THE LOAD FROM THE DOOR IS TMNSFERREO TO THE TRACK AND THEN RCN THE TR TO THE 24 VERTGAI. SP (GRADE /2 OR BETTER) JAMBS. NO LOW FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2. VSN VERTXG JAMB SEES A AMMUM DESIGN LOAD OF S250 LB At -336 TB. PER LINEAR FOOT OF JAUB, 3. ALL JAMB FASTENERS WY BE (BUT ARE NOT REONREO 10 BE) COUNTERSUNK TO PRONDE A FLUSH MOUNTING SURFACE. 4. A 1/3 STRESS INCREASE FOR WIND LOW WAS LM USED M THE CPLCULATON OF ALLOMABLE LOWS FOR ANCHORS AND FASTENERS FOR STEEL. CONCRETE AND MASONRY. JAMB TO SUPPORTING EjRLJQBajL_AjJLCb_MEW_ UAU.UM ON -CENTER DISTANCE STEEL BEIWEEx WASXERS BUILDING TYPE FASTENER TT'PE FASTENERS REWRMI \Vl 1• 1-1 4' MN YB iPPC X R T-1 1 GO. MK F51 WN. CONCRETE 1 4 Y 1 VIA. EMBED NDTA CONCRETE PNCHOR 8-I { l' O.D. 3jo X 1-] 4KIN. EMBED WU-IT ANKR ERE --VE AHCXOR 1 -1INCLUDED M IlNCUUpw A i A . LR 14- 1 OD. • FRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN NICE OF THE'MAWUM W-CENTER DISTANCE. HZWEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE WOO OPEMNC. CLOPAY WES NOT SUPPLY JAMB ATTACHMENT FASTENERS. AMNOW DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE DLOCK: 2-1/2". EXCLUDING STUCCO THICKNESS p14x5/B" SHEET METAL SCREWS 0 0 00 0 1/4'0/4' SELF o. TAPPING SCRs 6. 14 GA END HINGES I GA fM N 1 NT MEDVTIE HINGE NEW •B MEW 'C ENGINEER, MICR. P.E. CENEE N 63286 4 L DATI 25 GA (0.019" MIN. THICK) DDS STEEL EXTERIOR SKIN WITH G-40 GALVANIZING, BAKED -ON PRIMER AND A BAKED -ON POLYESTER PANTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. SHIP JOINT I —a = 4-1/ L VIEW "D 4" TALL TAPER STRUT. 0.057' WIN, GALV. STEE 50 KV. MIN. f I REVISIONS ): 1 DESCRIPT SEE REVISION HISTORY ON SHEET 0 ME 1) 12 GA- GALV. STEEL TOP ROLLER RACKETS (2-1/2' X 5-3/B'. EACH RACKET ATTACHED W/(4) f14X5/B" SHEET ETAL SCREWS. ADJUSTABLE SLIDE ATTACHED 0 TOP BRACKET WITH (2) 1/4":1/2" BOLTS ND MVIS PER BRACKET. 14 GA MIN. GALV. ROLLER HINGE. EACH C` HINGE FASTENED TO END STILES W/(4) f 14.5/8- SHEET METAL AND (2) 1/4 0/4- SELF TAPPING SCREWS. SEE MEW "B". IE 4" T-STRUT PER SECTION. (SEE NEW ) EACH T-STRUT ATTACHED AT EACH VGE LOCATION MTH (2) 1/4"x3/4' SELF PPING SCREWS. -■V \+ V-12 GA MIN. CALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) a14x5/H" SHEET METAL SCREWS. ALUMINUM EXTRUSION k VINYL WEATHERSTRIP. SECTION A -A (SIDE VIEW) I pl LVMI]: SDY.0 - J.V .._.. ..,_ U+len SKNE 0,r m.. = Clopay BEES D, BowI d VIN➢LOA➢ RATING TOLERANCES.. M4m�. DH 45DLo BED ` T ( D P 3 6 T leL Im. 53-70-1600 W V .O = x.0.11 &lGy RNOMP'JM F. K% 513- ry ,1851 .W - 2.015 DESCRIPTION: 2" STEEL PAN DOORS 16'2'W (SEE TABLE FOR MODELS) .ODD = x.aos DRAWN BY: SH DATE: 1T 19 1 SCALE: NIS .OGDO, = S.W1 / / DING. Oeyreo 21/2' CHECKED BY: SH DATE' 11/20/1 SHEET 3 OF 4 SIZE L ou2NNoNP me v wcmm DWG. NO.: 104710-A/B VER: IBC 2 FI ORS DDA PHCo) 0UC T APOPRCo�M/lL 16546 L J L I I 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS ODORS SHUT- REVISIONS 4. OF 4 HODELS 24 GA 25 GA 25 GA 24 GA MODELS 25 GA REV. NO. ZONE: DATE ECN NO. APPVD: DESCRIPi)ON CLOPAY B4A. 94 ]3. ]5 76, 75L 98 CLOPAY 'GALLERY• GDSS, GRSS 03 SH SEE REASION HISTORY ON SHEET ONE. IDEAL I4RST 6RST 2RST I 4F HOLMES 'ARTISTRY' AR5S HOLMES 148, 48B 142, 42B IDEAL 'CARRIAGE HOUSE' I ED5S SHORT LONG FLUSH I SHORT PANEL D HORIZMTAL TRACK SUPPORT BY ODOR PSTALLER (TO SUR). ME N'2F: iPACN CONFIGURATION ABOVE THE 00'JR COUNTERBALANCE SYSTEM SAMB CONFIGURATION GOON OPENNC WES NOi AFFECT THE DOOR DOOR6 UP TO 900 LBS tWAR L64D RAPING OF Txi6.000R. HEIGHT 1' 13 W W,V. STEEL FUG BRACKET ATTACHED TO JAYS NtIH (3) S/16" % 1-5/8" UL SCREY5 I" DOOR OYERIAP (EACH SIDE) STOP MOULDING BY DOOR INSTALLER (10 SUIT). TO TRACK tVGH (2) 1/4" RNEiS. 7_ - 7 2.6 SYP NOON JAVB. SEE �1F 16 fA G4LY. STEEL ENO SURE - 7' TRACK GONFIGHRAPDN Hi '- ' -JAaB PREPARATION uOIE'. pQr�l{ / fe Gt WLV. SREL DOUBLE END SURE. <" ` 20 G4 Mx. CKY STEEL INIEPN. SHE. ODORS UP TO 800 L95. z AS AS PpN: SPACING HTE t4' O.C. g•_6•_ I_ 18 W C4Lv. STEEL fNIFR. 2-1/2" X 12 W WLv. STEEL XWGE FASTENED TO CENTER 1 -0 TRACK BRACKETS FASTENED TO_J 64 63" 2 GUY. SPER. TRACK, 1I8- MOD JANBS WITH 5/6" X 1-5/8 STILE W/(4) EACH J144/87 METAL t TRAM THCKHES£ 0.083•. ;O'_6: I/G SMEUIS NOT TO EXCEED 14" O'1-CENIER WW. OF UG SMUT SCRMS. J/16 10. ROAM] C 5p I It-6" 1 (9) RUSH It O L• 1 _ 1 14 SCREWS REGUIRM FER J &B. 2• GA-V. STEEL TRACK FASTENED TO FASTENER. �. _ M. 2-1/2- X IZ W GALV. 12 W G4V STEEL iRKX BRACKETS 14 W GLV. STEEL R0.LFA HINGES FASTENED TO END STILES W(I<) Udf P146/B• C STEEEL ETS. RACIB V 4' DIM, RTMESTS OR 5/8/ SHEET WEFAL SCREWS AND (2) 1/4- ULF WANG SCREY5 PER END HUGE. C ED TO (I) (f1)E /ERS BOLT k NJ PER ' Z4 S/I6' % I-5/8" lAf. SCREW. PER m TRACX BRAIXEE 2" DA 7-1/2" LONG SIM 10 BAU STEEL ROLLER VATH STEEL Oft NILW< PRE. TRACK BRACKET. 10" J-I/2 UIR BFACXET (2-1/2 ._. z PREPA APDN OF 314 F T IA\IBS RY (11HER<_ ATTBM 1UH . 3/4"SEAR OTE THAT SGRE\v5 NOTE FIAT BRACKETS ARE ALSO (IBLE CND STI1E' AS SHOWN IN END N1. USED UPH83 ABOVE THE WNiES 2ptE B-3 SnEET 1. SHUT 3• TRACK CONFIGURATIO.Y DOOR OPENING HOT THE DOOR OAD NOES NOT AF ECTDOOR. JAMR CONFIGURATIONLRSAND pOUBLE TPPLN DOORS B00 LBS aN0 OVER Vnxp LOAD RAPxG pF THIS OUR. RA DOORS BNO LRS ANO OVER, LOIN HEADRWM OPTION CENTER HANG 'HIM.ED FOR DOORS OVER B'XIW1. (AVAIL FOR BOTH 2-!AD 3' 1RACX) HORIZONTAL t" DOOR OVERUP (ENN SIDE) PREACH, 3 T Y Z S SIP MOD JAM SEE STOP MOLA ING BY DOOR WSTAUER (70 SUTT). p GALV. TAPERED STEEL 7WR AND MOLE. TR 1WCIWE55: 0.101". PHGIE DIMNESS: 0.0807. H HORIZONTAL TRACK ,WAB PREPARATION nOTE". 16 GA GALV. STEEL END SPUL 18 W PdLY. SIE0' WUBI.E END STILE. U LIw. ANGLE DIMENSIONS 3-1/4' a 2-7/8', SUPPoRT BY DOOR 20 GA UN. GALV. STEEL INTERY. SOLE: �VERifWt/HDI6ZONTAL TRACK Ia• UAVJUU SAX= NSPuER (TO SURE} 3-I/! z 2-]/8' few.. 0080" TAPERED 18 GA GALY. STEEL WFCR. HINGE FASTENED TO CENTER ENTER NNC110N. 1W0 V4" B0.T5 FROM UST MOUNTING k NUTS FOR EACH PUCK. SLOT TO RUCK NNCT" ANGLE SEE UG BUT MOMPING BELOW. SITE W/(4) EACH /8" 7/16 SHEET METK SCREWS uT � gRUSH ADOMONAL MOUNTING SLOTS FASTENER. % SPACED AT 12' CENTERS. 0.101" T19CK GAL¢ STEEL TRACK FCHED TO 14 GALV, STEEL ROLLER HINGES FASTENED END RE t0 TO TAPERED APOLE. TRACK ATTA/8- ES EKH 8146/8' SHUTEMIT MEIN. FI STUNO .�•( HATN/ // <r 12' ON CENTER TAPERED ANGLE WITH ONE 1/< v`/8' BOLT k BOLT O 1/4 AND (2) I/4' SELF TAPPING $GREYS PER ENO MNGE. ND HUGE. \\\ G ........... /.W OEN s• MIT AT SAN MOUNTING SUET. �� 9•'•V\ sF t 3" NA 8-1/2• LONG STEM BALL BEARINGS EEL MILLER. 6 BB =F(TON C-C TNtFACT1RING PRODUCT CODE 4 3<" xE. K' SLOT BOLT AND BUT AT EACH PREPARATbG OE LEADS: 3 UOE. Ym TRACK LBW AND �J DESIGN LOADS: 4.0 L OF fit¢ TEST LOADS: M5 '•. STA�E OF . WC DOOR vfRPCaL [TOLERANCES N., mlm mKe - 22' HEIGXf TUCK LENGTH -D 7 iSNA10• --06 ONE 5f16 z 1-5/8" lAG SCRE `SPACED/AT THE SAYE .0 = 2015O 10 -0 108 DRTANCES AS PEE TlbC ROLTS IE 3-1 2 10 221 34 .000 =2.0053-I/Y <-O 156 45 ETD.). ADDITIONAL LAG SCREWS LOCATED AT I6 28"• kBEOp 2 DO,DESIGN ENGINEER: I6-O 180 40" FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVC eSCOTT HAMILTON. P.E.RI A NB No. 3 6 AGns Fat W vacHE 4 3 2 FLOO RM, vINDLOAD RATING '4 W6 DP36T IBC AL 1C05546 M® MIAMI-DADE COUNTY ' PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wrvw.miamidade.eov/economy TAMKO Building Products, Inc. 11 /22/19 SHOP STAMP REVIEW mro/Na Eden th n /� (� Review is for general compliance with the Construction Documents. 220West4 Street &,af P r�vtn Responsibility for cartectnessofdimensions, details, quantities and safety Joplin, MO 64801 during fabrication lies solely with the contractor. 04 NOExceptions Taken Renewed By: Dawn Boggio-Korbelak SCOPE: ❑ Rejected: 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 of the Florida Building Code. DESCRIPTION: TAMKO Roof Shingles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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. r; This NOA revises NOA No.15-0709.19 and consists of pages 1 through 6. The submitted documentation was reviewed by Gaspar J Rodriguez. A — Xi R�i1 Expiration Date: 12/01/20 Approval Date: 05/26/16 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Asphalt Shingles Materials: Laminate Deck Type: Wood SCOPE This approves TAMKO's Heritage, Heritage Woodgate and Heritage Premium asphalt shingles, manufactured by TAMKO Building Products, Inc., as described in this Notice of Acceptance and designed to comply with the Florida Building Code High Velocity Hurricane Zones. PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications Heritage 13 '/4" x 391/8" TAS 110 Dimensional asphalt shingle. Manufacturing Location # 1, 2, 3 Heritage Woodgate 13 '/4" x 39'/s" TAS 110 Dimensional asphalt shingle. Manufacturing Location # 1,3 Heritage Premium 13 '/4" x 393/8" TAS 110 Dimensional asphalt shingle. Manufacturing Location # 1, 2, 3 MANUFACTURING LOCATIONS 1. Dallas, TX 2. Tuscaloosa, AL 3. Frederick, MD EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Rcport Date Underwriters Laboratories, Inc. TAS 107 & UL 790 04CA44252 02/25/05 ASTM D3462 02NK33813 09/23/02 ASTM D 3462 & TAS 107 R2919 Letter 03/10/11 ASTM D3462 4789110543 08/26/14 TAS 107 02/19/15 ASTM E 108 08/26/14 ASTM D3161, Class F 4787043752 10/20/15 PRI Asphalt Technologies, Inc. TAS 100 TAP-129-02-01 05/26/05 TAS 100 TAP-130-02-01 05/26/05 TAS 100 TAP-131-02-01 05/26/05 PRI Construction Materials Technologies LLC TAS 100 TAP-303-02-01 12/12/14 TAS 100 TAP-307-02-01 02/10/15 TAS 100 TAP-317-02-01 09/02/15 NOA No.: 15-1215.10 Expiration Date: 12/01/20 Approval Date: 05/26/16 Page 2 of 6 LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shingles shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. INSTALLATION 1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard RAS 115. 3. The manufacturer shall provide clearly written application instructions. 4. Exposure and course layout shall be in compliance with Detail `A', attached. 5. Nailing shall be in compliance with Details 'B', attached. LABELING Shingles shall be permanently labeled with the manufacturer's name and/or logo, city and state of manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or with the Miami -Dade County Product Control Seal as seen below: BUILDING PERMIT REQUIREMENTS As required by the Building Official or the applicable Building Code in order to properly evaluate the installation of this system. This Notice of Acceptance on its own cannot be used to obtain a building permit. NOA No.: 15-1215.10 MUIM MDECOUNTY Expiration Date: 12/01/20 Approval Date: 05/26/16 Page 3 of 6 FblSli DETAIL A HERITAGE, HERITAGE WOODGATE, AND HERITAGE PREMIUM All dimensions are in inches. 5TH COURSE 4TH COURSE 3RD COURSE 2ND COURSE - 23 1STCOURSE 2s Full DETAIL B HERITAGE SHINGLE FIG.I FASTENING PATTERN All dimensions are in inches ' 7'/" 73/e 7'/= 7'/" 1" II I 13 2H ---i-------------- i-------------- - �-------------- -------------i • -'-------------------'-------------------------------------------------------------- E 1/4" •5/8" eposure NOA No.: 15-1215.10 Expiration Date: 12/01/20 Approval Date: 05/26/16 Page 4 of 6 i i 7-1 DETAIL B (CONTTNUED) HERITAGE SHINGLE FIG. 2 ALTERNATE FASTENING PATTERN 12-1 /2" 39-3R3" i HERITAGE SHINGLE (TusCALOOSA, AL) FIG. 3 ALTERNATE FASTENING PATTERN HORIZONTAL NAIL SPACING IN ACCORDANCE WITH FIG. 1 OR FIG. 2. VERTICAL NAIL SPACING ALLOWED ANYWHERE WITHIN NAIL ZONE. LOCATION © Common Bond NOA No.: 15-1215.10 Expiration Date: 12/01/20 Approval Date: 05/26/16 Page 5 of 6 r-+ N HERITAGE WOODGATE & HERITAGE PREMIUM SHINGLES FIG. 4 FASTENING PATTERN All dimensions are in inches 1° 7'/° 61W 93/8" 61W 7'1W 1° 13 s--------------:'-------------s-------------- �-------------- -------------; ----------------------------------------------------------------------------------- E E END OF THIS ACCEPTANCE -1/4" -5/3" xposure NOA No.: 15-1215.10 Expiration Date: 12/01/20 Approval Date: 05/26/16 Page 6 of 6 10/17/2019 Florida Building Code Online FLORIDA 05PARITIONT OF Business & Professional Regulation �� • BCIS Home I Login I user Registration I Hot Topics Submit surcharge I Stan lodd dbpr 0F+I "',�.')ProductApproval p USER: Public User SHOPSTAMPREVIEW mta/Plan Review Is for general compliance with the Construction Documents. Respondblllty for correctness of dimensions, details, quantities and safety during fabdcaHon Iles solely with the contractor. DI No Exceptions Taken Reviewed By: Dawn Boggio-Korbelak 13 Rejected: Product ARoroval Menu > Product or Agplication Search > BRplication list > Application Detail 11/22/19,Qp„N, $. FL # FL22401 Application Type New 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 Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By ' Product Approval Method Date Submitted J MI Windows and Doors 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE O Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 Method 1 Option A 06/08/2017 00 SONO Year 2011 2008 2011 2005 2012 https:/Aw .floridabuilding.org/pr/pr_app_dtl.aspx7pamm=wGEVXQwtDgvL7WPh33iXNArQsTefSbJhl9uVhmiCXzgx5c7pYuRcm%3d%3d 113 10117/2019 Florida Building Code Online Date Validated 06/21/2017 Date Pending FBC Approval Date Approved 06/29/2017 Summary of Products FL 6f Model, Number or Name Description 2401.1 Series 120/130/140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door- Non-Impac Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL22401 RO C CAC 16368.pdf Approved for use outside HVHZ: Yes FL22401 RO C CAC 16371.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 02/02/2022 Other: Refer to Installation Drawing Installation Instructions FL22401 R0 II 08-03087.pdf Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports FL22401 RO AF 513976.pdf Created by Independent Third Party: Yes 22401.2 Series 120/130/140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door (OXO) - Non - Sliding Glass Door Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL22401 RO C CAC 16366.Rg Approved for use outside HVHZ: Yes FL22401 RO C CAC 16372.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 02/08/2022 Other: Refer to Installation Drawing Installation Instructions FL22401 RO 11 08-03089.pQf Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports FL22401 RO AE 513978."d Created by Independent Third Party: Yes 22401.3 Series 120/130/140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door - Impact Sliding Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL22401 RO C CAC 16369.gdf Approved for use outside HVHZ: Yes FL22401 RO C CAC 16370.pd_f Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 11/29/2021 Other: Refer to Installation Drawing Installation Instructions FL22401 RO IT 08-03086.pdf Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports FL22401 RO AE 513975.pdf Created by Independent Third Party: Yes 22401.4 Series 120/130/140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door (OXO) - Sliding Glass Door Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL22401 RO C CAC 16367.pdf Approved for use outside HVHZ: Yes FL22401 RO C CAC 16373.pd[ Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 12/19/2021 Other: Refer to Installation Drawing Installation Instructions FL22401 RO it 08-03088.pdf Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports FL22401 RO AF 513977.pg Created by Independent Third Party: Yes Back Next C,gdGct 1S:: 2601 Blair Stone Road Tallahassee,'Fallahassee, R 32399 Phone: 850-487-1824 The State of Florida Is an AA/EED employer. Con ydght 2007-2013 State of F[orida.:: Pdvacv Statement:: AcressibM Statement :: Refund Statement Under Florida law, ¢mall addresses are public records. If you do not want your e-mail address released In response to a publio-recerds 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 contaR 850.487.1395. *Pursuant to Section 455.275(1), Honda 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 https:lAmw.floridabuilding.org/pr/pr app_dtl.aspx7paramzvGEVXOwtDgvL7VvPh33iXNArQsTefSbJh]9uVhm!CXzgx5c7pYuRcu/%3d%3d 2/3 10/17/2019 Florida Building Code Online 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 Ne Department with an email address which can be made avalle his to the public. To determine If you are a licensee under Chapter 455, F.S., please click LCrL. Product Approval Aocepts: ® ® ® El M Credit Card Safe https:IAw .floddabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvL7VVPh33iXNArQsTefSbJhl9uVhm!CXzgx5c7pYuRcxi /%3d%3d 3/3 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville NC, 27023 434-688-0609 Rilomm@lrlomaspe.com lrlomaspe.com Manufacturer: MI Windows and Doors LLC 650 West Market Street Gratz, PA 17030 Engineering Evaluation Report Product Line: Series 120/130/140 Aluminum Sliding Glass Door - Nan -Impact Report No.: 513976 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 08-03087, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: 1223.03-106-12 signed and sealed by Michael D. Stremmel, P.E. Molimo. LLC, York PA. AAMANVDMA/CSA 101/I.S.2/A440-08 Design pressure: C65.13psf Water penetration resistance: 3.76psf (standard sill) Water penetration resistance: 8.36psf (2 5/8" sill extender) Water penetration resistance: 9.82psf (3 1/2" sill extender) 3. Anchor calculations, report number 513976-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ➢ +25.0/55.0psf (standard sill where water penetration resistance is required) ➢ f55.Opsf ( 2 5/8" and 3 1/2" sill extender where water penetration resistance is required) ➢ t55.Opsf (standard sill, 2 5/8" and 3 1/2" sill extenders where water penetration resistance is not required) • Maximum panel size: 48 5/8" x 93 1/2" • Approved configurations: OX, X0, XX, OXXO, PX, XP, PXXP, PIX, XIP, PIXXIP, XIX, OIX, XIO, PIIX, XIIP, XIIX, OIIX, X110, PIIIX, XIIIP • Units must be glazed per ASTM E1300-04/09 with safety glazing. • This product is not rated to be used in the HVHZ. • This product is not impact resistant and requires impact protection in wind borne debris regions. • Frame material to be Aluminum 6005-T5. Installation: Units must be installed in accordance with manufacturers installation instructions and approval document 08-03087. 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 \```\\15 P'1 I I L1O //, ��• TAT OF •• = • i 0'O••:c�ORMt �� �iFiP • . • • G , s1�NAL`���� Luis R. Lomas, P.E. FL No.: 62514 06/19/2017 (Validator I Operations Administrator) MI Windows $ Doors, LLC P.O. Box 370 Gratz, PA 17030-0370 Attn: Rick Sawdey AAMA CERTIFICATION PROGRAM 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. SPECIFICATION RECORD OF PRODUCT TESTED AAMANVDMA/CSA 101/I.S.2/A440-08 LC-PG55-4842x2438(191x96)SD COMPANY AND CODE CPD NO. SERIES MODEL $ PRODUCT MAXIMUM SIZE TESTED DESCRIPTION 120/130/140 SGD FRAME PANEL MI Windows $Doors, LLC 16371 (AL)(OXXX)(OG)(INS GL) 4842 mm x 2438 mm 1235 mm x 2375 mm Code: MTL (MODIF)(ASTM) (16'11" x 8'0") (4'1" x 7'10") This Certification will expire February 2, 2022 and requires validation until then by continued listing in the current AAMA Certified Products Directory. Product Tested and Reported by: Molimo, LLC Report No.: 1223.03-106-12 Date of Report: March 3, 2017 JGS/JTS ACP-04 (Rev.6/16) Evaluated for Certification: March 28, 2017 'h' A oci ted Laboratories, Inc. Authorized for Certification: March 28, 2017 Dlr—"AmerJn Architectural Association L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 434-688-0609 rllomm@lrlomwpe.com Manufacturer: MI Windows and Doors LLC 650 West Market Street Gratz, PA 17030 Engineering Evaluation Report Product Line: Series 420 Aluminum SGD 96" x 96" Reinforced without adapter Report No.: 512969C 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 61 G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-02249 Revision C, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: CCLI-12-119 signed by Wesley Wilson Construction Consulting Laboratory International, Carrollton, TX AAMAIWDMA/CSA 101/I.S.2/A440-08 Design pressure: 035.0psf Water penetration resistance 6.Opsf 3. Anchor calculations, report number 512969-1 Band 512969-2, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: Refer to approval document. • Maximum panel size: 48'/" x 95" • Approved configurations: OX, XO, XX, XP, PX, XIP, and FIX • Units must be glazed perASTM E1300-04/09, with safety glazing. • This product is not rated to be used in the HVHZ. • This product is not impact resistant and requires impact protection in wind borne debris regions. • Frame material to be aluminum 6063-T5. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document, 08-02249 Revision C. 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). 1of1 N`J�5 1R I iL dti����i �;••\`GENSF`9J'�`� ir• 0,,651 •• fit.=_ �-A ,;:-A, TAT OF !�o'c�cd' a�0R101."• NA1.1E��`�\ Luis R. Lomas, P.E. FL No:62514 06/21/2017 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. B. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6005—T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY GLAZING. 13. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TABLE OF CONTENTS SHEET 140. DESCRIPTION REMS109S ' REV I 06CRIPRON M1E MPRM D 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1 7/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18. 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,ODDPSI MINIMUM. D. METAL STRUCTURE: STEEL 1BGA (.048') FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM 19. APPROVED CONFIGURATIONS: OX, XO, XX, OXXO, PX. XP, PXXP, PIX, XIP, PIXXIP, XIX, DIX, XIO, PIIX, XIIP, XIIX, OIIX, X110, PIIIX, XIIIP 20. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.D DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGHT/OVERHANG HEIGHT. i NOTES 2 — 3 ELEVATION, ANCHORING LAYOUTS AND CHARTS 4 PLAN VIEWS 5 — 23 INSTALLATION DETAILS MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17D30 SERIES 120/13D/140 ALUMINUM SLIDING GLASS DOOR — NON —IMPACT NOTES A.R. 08-030B7 Ss• NTS 77 04/1B/17Is--I OF 24 SIGNED: 06/14/2017 Luis R. Lomas P.E. FL No.: 62514 f 1 FF HE 191' MAX FRAME WIDTH SERIES 120 ALUMINUM SLIDING GLASS DOOR NON -IMPACT 2 3, & 4 TRACK (OXXX) EXTERIOR VIEW FINLESS & FLANGE INSTALLATION WITH STANDARD SILL WITT2 &8' & 312' SILL EXTENDERS DESIGN PRESSURE RATING IMPACTRATING DESIGN PRESSURE RATING IMPACTRATING +25.01-55OPSF NONE 155.OPSF NONE WHERE WA TER PENETRATION RESISTANCE IS REQUIRED WHERE WA TER PENETRATION RESISTANCE IS REQUIRED WITH STANDARD SILL 2"'& 3 1]2' SILL EXTENDERS DESIGNPRESSURERATING IMPACTRATING +550PSF NONE NOTES: f. MAXIMUM PANEL 4Z 'SY3•xfY2• WHERE WATER PENETRATION RESISTANCEIS NOTREOUIRED 2. MAXIMUM D.L.O.: 05/B'0' x &51/2' Ill--- (2) ANCHORS PER LOCATION J SEE CHARTS #1, #2 & #3 FOR NUMBER OF LOCATIONS RMUONS I RW I DESCernnaR I a416 I APP 6 rnnn aan F.im w:F, o.e.el. Number of anchor locations mquiretl (2 anchors per location) Frame Fmme WItlN In Haight (in) 48.00 HLs Jamb 1 60.00 H65 Jemb 1 TLOO N65 JamO M.00 H65 Jamb 96.00 H&S Jamb 80.00 4 6 4 6 5 fi 6 8 ] fi 84.00 4 6 1 4 1 6 5 8 6 5 7 1 6 90.00 4 fi 1 4 1 6 5 6 1 6 1 6 ] 1 6 96.00 4 ] 1 4 1 ] 5 ] 1 6 1 ] 1 ] 1 ] Number of anchor locations required (2 anchors per location) Fmme Frame WIdah in Haight (In) 72o0 H d S Jamb 90.00 H&SJambeb 108.00 H85 Jamb 126.00 NdS Arno 141.00 Has Jamb 90.00 5 8 6 fi ] 5 9 6 10 1 6 84.00 5 6 6 6 7 6 9 1 6 1 10 1 6 90.00 5 1 6 6 fi 1 ] 1 6 1 9 1 8 1 10 1 6 96.00 5 1 ] 6 ] 1 ] 1 ] 1 8 1 ] 1 10 1 ] fhn,1 i9� I lnile wilF G nnnela Number of anchor locations required (2 anchors per location) Frame Frame With in Height In 9&00 NdS Jemb 120.00 Hd5 Jamb 144.00 H65 Jamb 160.00 HaS Jemb 19200 Hd5 Jamb 00.00 ] 6 8 6 10 6 11 6 13 1 6 84.00 ] 1 6 6 1 6 10 6 11 fi 13 B 90.00 ] 6 e 6 10 6 11 fi 13 6 9&00 ] ] 8 ] 10 ] 11 ] 1 13 1 ] MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — NON —IMPACT ELEVATION 9wc No. 08-03087 NTS — 04/1B/17Is'-2 OF 24 L. ROBERTD LOWS P.E 1432 WOODFORD RD LEWISVILLE NC 27020 4944ee-0 09 00mas01doma vecom SIGNED: 0611412017 Luis R. Lomas P.E. FL No.: 62514 RCASIONS UESL'RIVNpN MiE /.ppRQVFD 191' MAX FRAME WIDTH F• unv I L_ I_ 16• B' MAY —1 r— — — — — 6* MAX — — — — — — — — — T HOOK STRIP (1) ANCHOR PER LOCATION SEE CHART I L_ � NUMBS 2&FOR I NUMBEROF I 1g• LOCATIONS 96• MAX D.C. 1 ` AM FRAME HEIGHT i I POCKET UNDER I SEPARATEAPPROVAL I TO BE REVIEWED BY I BUILDING OFFICIAL X z v7 � II POCKET UNDER SEPARATE APPROVAL I TO BE REVIEWED BY BUILDING OFFICIAL I 6" MAX I — _ _ — — — — — — SERIES 120 ALUMINUM SLIDING GLASS DOOR NON -IMPACT 2. 3, & 4 TRACK (PIXXIP) EXTERIOR VIEW FINLESS& FLANGE INSTALLATION WRH HOOK STRIP WITH STANDARD SILL WITH 2 SB' & 312' SILL EXTENDERS DESIGN PRESSURE RATING I IMPACTRATING r ESIGN PRESSURE RATING IMPACTRATING +25.0%55.OPSF NONE 3550PSF NONE WHERE WATER PENETRATION RESISTANCE IS REQUIRED WHERE WATER PENETRATION RESISTANCEIS REOUIREI WITH STANDARD SILL 28:8' & 312'SILL EXTENDERS DESIGNPRESSURERATING IMPACTRATING 355.OPSF NONE NOTES: 1. MAXIMUM PANEL SIZE: 4 &V'x 9312' WHERE WATER PENETRATION RESISTANCE IS NOTREQUIRED 2. MAXIMUMD.L0.:40548'x851&' ...JD SILL (2) ANCHORS PER LOCATION. SEE CHARTS $1 FOR NUMBER OF LOCATIONS #2 & #3 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — NON —IMPACT ELEVATION mxA uo. 08-03087 NTS o"E 04/18/17 "-3 OF 24 NC2T023 SIGNED: Luis R. Lomas P.E. FL No.: 62514 RmscNs I RN I ocuRw ou I are I 0R 1 tl 1 ■ io ■ram]■;�., _ ■ ■ r��l�el■�J.76�9■Fr J OPPOSITE) r 'TL�;_i ■�i11 ■ XIIO (OIIX OPPOSITE) PIIIX (XIIIP OPPOSITE) POCKET -3�_n PIXXIP r_ ■ L i�iL'�l■L� ■ OR • 0 a��t�J��;a '1 ■ J OPPOSITE) LAYOUTS SHOWN AS REFERENCE ONLY. PANELS MAYBE MIXED & MATCHED AS NECESSARY MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR - NON -IMPACT PLAN VIEWS 1A.R. I 08-03087 L - A Eou NTS mm O4/18/17 s"4 OF 24 10.9EW D£DRI 0.90bBB-0609 SIGNED: 0611412017 Luls R. Lomas P.E. FL No.: 62514 REVISIONS F 5/8' MIN. RIX OMCRIMN MlE APPROVED WOOD FRAMING I EDGE DISTANCE OR 2X BUCK BY OTHERS 1 3/8" MIN. EMBEDME_---J T 1 3/8" MIN. I.. 1 SHIM MAX. S' JI EMBEDMENT I SHIM SPACE BACKER ROD 1/4' MAX. T I INTERIOR & APPROVED SHIM SPACE 5/B' SEALANT MIN. EDGE DISTANCE $14 WOOD SCREW #14 WOOD 00MTERIOR SCREW WOOD FRAMING INTERIOR OR 2X BUCK BY OTHERS EXTERIOR NOTES: 1. INTERIORANDEXTERFINISHES, BY OTHERS. NOTSHOWNFORCLARITY. 2. DESIGNED INACCORDANC WITBYOMM1 iO BE BACKER ROD DESIGNED fNACCORDANCE WITHASTM E2112 &APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION #14 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT BACKER ROD & APPROVED 1/4MAX. SEALANT SHIM SPACE SIGNED: 06/14/2017 1 3/e" MIN M 650 WINDOWS AND DOORS LLC ``\\J\5 it.. �/O�''''/' ENT GRATZ. PA 17030 ` �r••VNGE NSF•9tP i SERIES 120/130/140 ALUMINUM SLIDING *� 0 61 fY WOOD FRAMING GLASS DOOR — NON —IMPACT BY OTHERS a .: OR 2% BUCK 2 TRACK FINLESS INSTALLATION DETAILS TAT OF 5/B' MIN _ �7D . L4` EDGE DISTANCE oRAwx: Ma No. RN �''O[ORID1;•� De VERTICAL CROSS SECTION sP.,� NTs D"E D4/18/17 SHEU57 OF 24 WOOD FRAMINGOR2X BUCKINSTALLATION LROBERTOLOMASP.E Lufs R. Lomas P.E. ICU? WODDFORORD LEMSVIL .. NC27= FL No.: 62514 4N-6884609 rlfomas@4lomaspe METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT 5/B" MIN. EDGE DISTANCE 1/4" MAX. J S. u SHIM SPACE MIN. EDGE DISTANCE SSMS OR SELF DRILLING SCREW #14 SMS OR SELF DRILLING SCREWS INTERIOR RLNSIONS DMCRD GN um MPFMm L. 1/4' MAX. SHIM SPACE INTERIOR EXTERIOR NOTES: 1. INTERIORANDEXTERIORFINISHES. BYOTHERS, METAL STRUCTURE BY OTHERS NOTSHOWNFORCLARII Y. 2. PERIMETERANDJOINTSEALANTBYOTHERS TOBE DESIGNED INACCORDANCE MTHASTME2112 BACKER ROD & APPROVED JAMB INSTALLATION DETAIL #14 SMS OR SEALANT METAL STRUCTUREINSTALLATION SELF DRILLING SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. SHIM SPACE _T MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 120/13D/140 ALUMINUM SLIDING METAL GLASS DOOR — NON —IMPACT STRUCTURE 2 TRACK FINLESS INSTALLATION DETAILS BY OTHERS 5/e' MIN. EDGE DISTANCE Rw.wN: mvs No. A.R. 08-03087 VERTICAL CROSS SECTION sou NTS wTE 04/18/17 5NEU 6 OF 24 METAL STRUCTURE INSTALLATION SIGNED: 0611412017 1 Luis R. Lomas P.E. FL No.: 62514 CONCRETE/MASONRY -� BY OTHERS OPTIONAL 1X BUCK-� SEE NOTES 3 - 7 SHEET 1 BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT OPTIONAL 1X BUCK SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY BY OTHERS 2 3/16' MIN 1 7/8' MIN L SEPARATION EDGE DISTANCE . 6 a 1/4' TAPCON 1 1/4" MIN. EMBEDMENT 1 7/8" MIN. EDGE DISTANCE 2 1/4" TAPCON v EXTERIOR II II II II INTERIOR CONCRETE/MASONRY ° BY OTHERS a.8' OPTIONAL 1X BUCK SEE NOTE 3 - 7 SHEET 1 1/4' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT 1 ll I u 1/4• MAX. LL JI SHIM SPACE 1 1/4' MIN EMBEDMENT a` 2 3/16" MIN 1 7/8' MIN SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION Rebus DE9CUPIIDN /4" MAX. SHIM SPACE BACKER ROD & APPROVED SEALANT DATE I A I`R D INTERIOR EXTERIOR JAMS INSTALLATION DETAIL CONCRETEWSONRY INSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES, BY OTHERS, NOTSHOWNFORCLARTTY. 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE DESIGNED INACCORDANCE WITHASTM E2112 SIGNED: 0611412017 MI WINDOWS AND DOORS LI C uwwa• 680 WEST MARKET STREET ' GRATZ, PA 17030 SERIES 120/130/140 ALUMINUM SLIDING �# GLASS DOOR - NON -IMPACT �•Q 2 TRACK FINLESS INSTALLATION DETAILS DRAwu: Owv uD. aLv A.R. D8-D3087 - sr." NTS jsaE 04/18/17 sNEET7 OF 24 L ROB ERTO LOMAS RE Luis R. Lomas P.E. 102 WCOOFORD RD LEWISWLLE NC 2] 62614 d8d688-0609 rllOmes[ilrbmaspecom WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 5/B" MIN. EDGE DISTANCE #14 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: I. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOTSHOWNFORCLARI Y. 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE DESIGNED INACCORDANCE KITHASTM E2112 #14 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. FSHIM SPACE '13/8" MIN EMBEDMENT 5/8' MIN _ EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMINGOR2X BUCK INSTALLATION MIN. BACKER ROD & APPROVED SEALANT RLVISIONS DOOM"IDN 1/4" MAX. SHIM SPACE mm I RPPR D INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCKINSTALLATION SIGNED: 06/14/2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — NON —IMPACT 3 TRACK FINLESS INSTALLATION DETAILS DRAwu: M ND. A.R. D8—D3087 NTS o"�s 04/18/17 s"MB OF 24 L ROBERTO LOMAS P.E IM WOODFOBDRD LEWISVILLE, NC270M Luis R. Lomas P.E. FL No.: 62514 RMSIONS MIN. atv ocscawnou waE nPRaovm EDGE GE D DISTANCE METAL STRUCTURE 1/4" MAX BY OTHERS SHIM SPACE BACKER ROD 1/4" MAX. INTERIOR & APPROVED SHIM SPACE 5/8" SEALANT MIN. EDGE DISTANCE #14 SMS OR SELF DRILLING SCREW #14 SMS OR EXTERIOR SELF DRILLING SCREWS INTERIOR METAL EXTERIOR STRUCTURE NOTES: BY OTHERS 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETERANOJOINTSEALANTBY OTHERS TORE DESIGNED IN ACCORDANCE WITH ASTM E2112 SMS OR SELF DRILLING SCREW SILL TO BE SET BACKER ROD IN A BED OF & APPROVED APPROVED SEALANT SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION BACKER ROD & APPROVED SEALANT 1/4" MAX. F SHIM SPACE SIGNED: 0611412017 METAL J STRUCTURE 5/e" MIN. BY OTHERS VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTUREINSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — NON —IMPACT 3 TRACK FINLESS INSTALLATION DETAILS oxo uo. 08-03087 NTS 04/18/17 9 OF 24 L RDBERTOLOMAS P.E. 1C WOODFpRDRDLEWISVIUZNC2lpL' dS4dBB0609 nbmaz@Mwnazperom Luis R. Lomas P.E. FL No.: 62514 4 7/16" MIN_ 1 7/8" MIN. L SEPARATION EDGE DISTANCE CONCRETE/MASONRY A• ••• _ e BY OTHERS ° ° 1 1/4" MIN. 44. . : •.. • • EMBEDMENT OPTIONAL 1X BUCK °; ,a SEE NOTES 3 — 7 —1 SHEET 1 —� BACKER &APSEROAND �I E SHIM SPACE ^ I� BACKER ROD & APPROVED SEALANT OPTIONAL 1X BUCK SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. EMBEDMENT 1 7/8- MIN. EDGE a DISTANCE L 11 ({� ` 1/4" TAPCON4Y9 NOTES. f. INTERIORAND EXTERIOR FINISHES, BYOTHERS, ' NOTSHOWNFORCLARIT .. 4 2 PERIMETERANDJOINTSEALANTBYOTHERSTOBE MIN . b'•o DESIGNED INACCORDANCEWIMASMM12 SEPARATION EXTERIOR INTERIOR •'O 1/4" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION 1/4" MAX. SHIM SPACE 1 1/4" MIN EMBEDMENT 1/4" TAPCON " el CONCRETE/MASONRY BY OTHERS / OPTIONAL 1X BUCK J SEE NOTE 3 — 7 SHEEP 1 RMSIONS (lmksI ON 1/4" MAX. SHIM SPACE BACKER ROD & APPROVED SEALANT .% I MPR(Mb INTERIOR EXTERIOR JAMB INSTALLATION DETAIL CONCRETFJMASONRYINSTALLATION SIGNED: 0611412017 MI OSTOREET RS LLC z 660DOWsWEST MARKET 511�11110O GRATZ, PA 17030 `�� •yXO ENS�;'9j+ SERIES 120/130/140 ALUMINUM SLIDING 0 6 #: GLASS DOOR — NON —IMPACT 3 TRACK FINLESS INSTALLATION DETAILS TAT OF 0� DIM. uxc uD. RLv �O'�F•'c[OR\Op:•� �� 08 _ G`�� i��'SSjONA111110, sr•,r NTS wrz 04/18/17 jsN 10 OF 24 L RMERTO LOMAS RE 1A92WWVMRDRDLEWISVILLE,NC2] Luis R. Lomas P.E. FL No.: 62514 434E33-0609 NamaW#bmasp . WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS iCE 1 3/8" MIN. EMBEDMENT 5/� M� N. EDGE DISTANCE #14 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES. 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOTSHOWNFORCLARlT 2. PERIMETERANDJOINTSEALANTBYOTHERS TORE DESIGNED INACCORDANCE WITH ASTM E2112 #14 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4• MAX. SHIMSPACE I` 7 ve MIN EMBEDMENT 5/8. MIN VERTICAL CROSS SECTION EDGE DISTANCE WOOD FRAMING OR 2X BUCK INSTALLATION RmslouS DMCR0 N _ 1/4" MAX. SHIM SPACE Mw I MPR INTERIOR EXTERIOR BACKER ROD JAMB INSTALLATION DETAIL & APPROVED WOOD FRAMING ORZX BUCK INSTALLATION SEALANT SIGNED., 0611412017 MI WINDOWS AND OSTTREET ORS LLC IR IICO HMARKET 50 WEST M S AXX' GRAB, PA 17030 `may •*NGEH6F.'9ji 0,$1A�' SERIES 120/130/140 ALUMINUM SLIDING*• GLASS DOOR — NON —IMPACT — (�((c/�srt+� 4 TRACK FINLESS INSTALLATION DETAILS 1 TATE OF •ry �'PF•:°[ORIOP•��� mvc uo. REV 08 Luis R. Lomas P.E. 5033087 DA1B NTS 04/18/17 11 OF 24 LROBERTOLOMASP.E. fE32V DRCRDRDLEWISVILLENC2M3 AW{BB-9699 rllomas@IMmaspe nun FL NO.: 82514 REVSLNS 5/B` MIN. RW 06CRIPIION M1E MpRpVF➢ EDGE DISTANCE .I III... 1/4" MAX. METAL SHIM SPACE STRUCTURE BY OTHERS 5/8" INTERIOR MIN. BACKER ROD 1/4" MAX. EDGE & APPROVED SHIM SPACE DISTANCE SEALANT #14 SMS OR SELF DRILLING #14 SMS OR EXTERIOR SCREW SELF DRILLING SCREWS METAL STRUCTURE EXTERIOR INTERIOR BY OTHERS BACKER ROD & APPROVED SEALANT METAL STRUCTURE BY OTHERS 5/8" MIN. VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE INSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOTSHOWNFORCLARITY. 2. PERIMETER AND JOINTSEALANTBY OTHERS TO BE 2 DESIGNED INACCORDANCE WIT14ASTM E2112 JG ALL TO BE SET ` J A BED OF APPROVED SEALANT BACKER ROD & APPROVED SEALANT 1/4" MAX. SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0611412017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — NON —IMPACT 4 TRACK FINLESS INSTALLATION DETAILS GWG N0. 08-03087 NTS DAZE 04/18/17 lsRU 12 OF 24 LROSERTOLOMRSA.E 14R2WWDR)Ra ROLEWISVXUF,, NC27WJ 4245 609 4bmas@Irbmaspe.mm Luis R. Lomas P.E. FL No.: 62514 CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7� SHEET 1 BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT OPTIONAL 1X BUCK SEE NOTE 3 — 7 SHEET i 4 7/16" MIN_ 1 7/8" MIN. SEPARATION EDGE DISTANCE EXTERIOR 1 1/4" MIN. EMBEDMENT I ��F�1 I�I I 11711 SHIM"SPAC IE -a a: aa' a 4SONRr 4 7/16^ MIN_ OTHERS SEPARATION VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 1/4" TAPCON Rensroxs DESDiIPDON ah E I MPRD REV _ 1/4" MAX. 1 1/4" MIN. EMBEDMENT SHIM SPACE 0 1 7/B" MIN. ': R' EDGE a " INTERIOR DISTANCE a EXTERIOR 4 7/16" MIN SEPARATION J NOTES: 1. INTERIORAND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. ::a• 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE DESIGNED INACCORDANCE WIT14ASTM M12 INTERIOR 1/4" TAPCON CONCRETE/MASONRY •' BY OTHERS a 1/4" TAPCON� SILL TO BE SET < BACKER ROD IN A BED OF & APPROVED APPROVED SEALANT OPTIONAL 1X BUCK SEALANT SEE NOTE 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETFJMASONRY INSTALLATION 1/4" MAX. SIGNED: 0611412017 SHIM SPACE MI WINDWS AND 650 WEST MARKETSTR ET ``\\�\S�Vt.ILo�7jA�. GRATZ, PA 17030 ` r• �GENS :9A —L a SERIES 120/130/140 ALUMINUM SLIDING*• 0 6 *_ 1 1/4" MIN GLASS DOOR — NON —IMPACT— ' EM EDMENT 4 TRACK FINLESS INSTALLATION DETAILS 9E OF Jtv� DRAIN: owc xo. RLv /�'�•••�COR1�Q:•�*� OB B7 /jlf�\ `\ _ 1 7/8" MIN SOEU srue MTE / / NTS O4 18 17 13 OF 24 EDGE DISTANCE L. ROBERTO LOMAS RE 14 WOODFORD RD LEWISVXL.. NC2) LUIS R. Lamas P.E. 0$a-6660609 rllanas@TNomsspe.rom FL No.: 82614 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT INTERIOR (STANCE REV MIN. rIE�JT �—F 1 3/B" MIN. J EMBEDMENT 5/B" MIN. EDGE :REW DISTANCE #14 WOOD J SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: 1. FINISHES, BYOTNERS, NOTS QWNDEXTERIOR NOIMETER 2. NDJ0INTSE TO BE BACKER ROD DESIGNED INACCORDANC 1417HA TMOTHERS DESIGNED IN ACCORDANCE WRH ASTM E2112 & APPROVED SEALANT #14 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. SHIM SPACE �" MIN EMBEDMENT WOOD FRAMING OR 2X BUCK 5/e" MIN BY OTHERS VERTICAL CROSS SECTION EDGE DISTANCE WOOD FRAMING OR2X BUCKINSTALLATION RNSION D6GtIMN L. 1/4" MAX. I SHIM SPACE a�RE I ARPRDVED INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMINGOR 2X BUCKINSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 120/130/140 ALUMINUM SLIDII GLASS DOOR - NON -IMPACT 2 TRACK FLANGE INSTALLATION DETAI DTMW : DwG ND. A.R. 08-03087 "• R NTS I Mn 04/18/17 ISHEU14 OF L ROBERTO LOMAS P.E. 1432 WOODFORDRD L MSVIL .. NO2M23 A3 683 so3 rlbmn@ftmaspe.. SIGNED: 0611412017 Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT F_____q 5/8" MIN. EDGE DISTANCE 1/4" MAX. I �� SHIM SPACE 5/8" MIN. EDGE DISTANCE SMS OR SELF DRILLING SCREW #14 SMS OR SELF DRILLING SCREWS INTERIOR EXTERIOR NOTES: METAL STRUCTURE 1. INTERIOR FINISHES SV OTHERS, BY OTHERS NOTSHOWNFOR OINTSY. 2. DESIGNED INACCORDANC LANT BY OTHERS TO BE BACKER ROD DESIGNED INACCORDANCE ASTM E2112 & APPROVED SEALANT #14 SMS OR SELF DRILLING SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT METAL J STRUCTURE 5 8 MIN. BY OTHERS VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE RMIONS DMMc ON —.I 1/4" MAX. �I SHIM SPACE 11 mm I a2vR D INTERIOR EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTUREINSTALLATION SIGNED: 0611412017 MI WINDOWS AND OORS LLC III I IL/o 650 WEST MARKET STREET \S GRATZ, PA 17030 '`'y •*\DENy�FC9ji _ *� o SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — NON—IMPACT 2 TRACK FLANGE INSTALLATION DETAILS r -$TAT OF W 'c(OR1D4;•��� DB 030 ''7js�/j�NA11F. G\\� Luls R. Lomas P.E. FL No.: 62514 NTS onl2 04/18/17 sxaT BS OF 24 LROBERNLOMASP.E IA WODDFDRDRD IEWISVILLE. NC27023 C3C-6B8-0609 rlbmaz@Momazpe.mm 2 3/16" MIN 1 7/8" MIN. R 6NN5 SEPARATION EDGE DISTANCE r aLv oLscRivnox our nvvawRo CONCRETE/MASONRY .a Y OTHERS ° v,•a °• 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT EMBEDMENT _ 1/4" MAX, OPTIONAL 1X BUCK SHIM SPACE SEE NOTES 3 — 7 SHEET 1 1 7/B INTERIOR BACKER ROD 1/4" MAX. MIN. <• & APPROVED SHIM SPACE EDGE SEALANT DISTANCE r.v .•. 0 3 I •`d 1/4" TAPCON 2 3/16" .° d MIN SEPARATION EXTERIOR 1/4" TAPCON INTERIOR / •'° EXTERIOR CONCRETE/MASONRY) '`•'''• BY OTHERS OPTIONAL 1X BUCK BACKER ROD SEE NOTE 3 — 7 & APPROVED SHEET 1 SEALANT JAMB INSTALLATION DETAIL 1/4" TAPCON CONCRETEMASONRY INSTALLATION SILL TO BE SET IN A BED OF NOTES: APPROVED SEALANT 1. INTERIORAND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMEiEI? NDJOINTSEALANTBYOTHERS TOBE DESIGNED INACCORDANCE WITHASTME2112 BACKER ROD 1/4" MAX & APPROVED SHIM SPACE SIGNED: 0611412017 SEALANT MI 650DOWT MARKET DOORS REET LLC `\```\S ilRII1C OPTIONAL 1X BUCK � GRATZ, PA 17030 `�•��GENS�'9jif SEE NOTE 3 — 7 SERIES 120/130/140 ALUMINUM SLIDING *• p SHEET 1 a'�" 1 1/4• MIN GLASS DOOR — NON —IMPACT �( 4 `'• .a EMBEDMENT 2 TRACK FLANGE INSTALLATION DETAILS ,A • $TAT OF tv` TE MW4 sxc uo. R�•P••'�[ORIOP;• � �� CONCREBY EV OTHERS • 2 3/16" MIN 1 7/8" MIN SMEA.R. NTS °nTc 04/16/17 08-0308 6 OF 24 ��ssigNA11ENQi SEPARATION EDGE DISTANCE WSRE VERTICAL CROSS SECTION DL. FODRTO SVILE. Luis R. Lomas P.E. tAA2 WDODFORD RD LLWISVILLE NO 2lg23 CONCRETFL No.: 62514 E/HIASONRYINSTALLATION e3e�seBabrog manaz@�4romaspe.com I WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR MCI c/D• ,Du CE 1 3/6" MIN. EMBEDMENT 5/IB" MIN. EDGE DISTANCE #14 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: 1. INTERIORAND EXTERIOR FINISHES, SYOTHERS, NOTSHOWN FOR CLARITY. 2 PERIMETERANDJOINTSFALANTBYOTHERSTOBE DESIGNED INACCORDANCE WIMASTM E2112 #14 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4" MAX. SHIM SPACE " MIN EMBEDMENT VERTICAL CROSS SECTION 5/8" MIN EDGE DISTANCE WOOD FRAMING OR2 BUCK INSTALLATION RDOSIONS DMCRWMN 1/4" MAX. SHIM SPACE mm I MPRW INTERIOR EXTERIOR BACKER ROD & APPROVED SEALJAMB INSTALLATION DETAIL ANT ANT WOOD FRAMINGOR2X BUCKINSTALLATION SIGNED: 0611412017 1 MI �LLC AARKE S IR II!!%7j��i 650 WEST STR GRATZ, PA 17D30 J r••yNGEHSF"9j1�� f�*�961 *' SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR —NON—IMPACT 3 TRACK FLANGE INSTALLATION DETAILS � ��0 •$$TAT OF •ttT D.M 0wc uo. REV 08 'A77SI11I 111110?\``` Luis R. Lomas P.E. FL No.: 62514 NTS °A1E o4/16/17 sOm 17 OF 24 LROBERTOLOMASRE 10.92WDODFORDRDL SVILCE,NO27023 A1003 niDmasLanbme:ce rom 5/8" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS BACKER ROD ^ ^^ply^ 1 SHIM MAC. & APPROVED ^f Ic nJll `c �J SHIM SPACE SEALANTn #14 SMS OR SELF DRILLING SCREW INTERIOR EYTERIOfl I I I I NOTES: 1. INTERIORAND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE DESIGNED IN ACCORDANCE WITH ASTM E2112 #14 SMS OR SELF DRILLING SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT BACKER ROD & APPROVED LJ SEALANT 1/4" MAX. F SHIM SPACE -� 11 r METAL STRUCTURE 5/B" MIN. BY OTHERS EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 5/ MIN. EDGE DISTANCE L #14 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS BACKER .._ & APPROVED SEALANT REVISIONS DMORIMON .7 1 MPROVEO JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0611412017 1 MI ROWS LLC 650 WEST MARDET oORS REET ````,\SV11�TI1`J0/''/, GRATZ, PA 17030 `��.••�\GFt", *• o SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR - NON -IMPACT FLANGE INSTALLATION DETAILS •C 3 TRACK E �gf , TAT OF No W. RLY OB IOIIIAi Luis R. Lomas P.E. FL No.: 62514 TUTS — 04/18/17 s0--ia OF 24 LROBERTOLOMASP.E 1a92 FORDRDLEWISVILLENC=29 a 4IRIN)np 4loma @I&mas wm CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT 4 7/16" MIN_ 1 7/8- MIN. L SEPARATION EDGE DISTANCE n° a. ° ; a 1 1/4" MIN. e .,. °a• :o:^.. EMBEDMENT 4 1/4" MAX. SHIM SPACE 1/4` TAPCON 1 I xErsiDxs � sE I DESMMOu I Mn I °ram 1 1/4" MIN. EMBEDMENT 7/8" MIN. y EDGE DISTANCEn .: 'a NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, 4 7/16" r NOTSHOWNFORCLARITY. MIN N' 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE SEPARATION DESIGNED INACCORDANCE WITHASTME2112 INTERIOR EXTERIOR 1/4" PCON SILL TO BE SET o IN A BED OF APPROVED SEALANT SHIM SPACE OPTIONAL 1X BUCK SEE NOTE 3 — 7 e SHEET 1 1 1/4" MIN -aa . EMBEDMENT e CONCRETE/MASONRY 4 7/16- MIN ° 1 7/8" MIN BY OTHERS SEPARATION EDGE DISTANCE 1/4" TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK - SEE NOTE 3 — 7 SHEET 1 1/4" MAX. Ir SHIM SPACE INTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEMASONRY INSTALLATION SIGNED: 0611412017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — NON —IMPACT 3 TRACK FLANGE INSTALLATION DETAILS M NO. 08-03067 NTS DATE 04/18/17 -EET 19OF 24 L BBBERTD LOMAS P.E 10. WOODRORD RDL XVILLE, NC 2M0 036688-0609 DIOmaS@4bmasps.com Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS c la ,nu CE 1 3/13" MIN. EMBEDMENT 5/ " MIN. EDGE DISTANCE #14 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: 1. INTERIORAND EXTERIOR FINISHES, BY OTHERS, NOTSHOWNFORCLARITY. 2 PERIMETERANDJOINTSEALANTBYOTHERSTOBE DESIGNED INACCORDANCE NRHASTM E2112 #14 WOOD SCREW r SILL TO BE SET IN A BED OF I APPROVED SEALANT 5/6" MIN VERTICAL CROSS SECTION EDGE DISTANCE WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX. SHIM SPACE �T_13/i MIN EMBEDMENT RUSIONS 0MCR..R _ 1/4" MAX. SHIM SPACE Mn I a PR o INTERIOR EXTERIOR BACKER RODS ,IAMB INSTALLATION DETAIL & APPROVED WOODFR4MINGOR2XBUCKINSTALLATION SEALANT SIGNED: 0611412017 MI WINDOWSLLC IIRIILL'. 650 MARKETSTREEToORS REET \```J\S E GRATZ, PA 17030 ` r••�XG NSF;.,p = *• 0„6A'51 *� SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — NON —IMPACT 4 TRACK FLANGE INSTALLATION DETAILS �57 �• TAT OF 0� •[ORIOQ:•� ow3 u9. Rt OB DD3DB7 Luis R. Lomas P.E. FL No.: 62514 NTS °A� 04/18/17 OF 24 L. ROBERTO LOMRS P.E. I4 WOODTORD RDLEMSVILLE, Its C9L8 609 sllomatCd4bmasce.wm ME STRUCTL BY OTHE I BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT METAL STRUCTURE BY OTHERS 5/8" MIN. EDGE DISTANCE 5/8" u MIN. T4. MAX EDGE IM SPACE DISTANCE SMS OR DRILLING #14 SMS OR N SELF DRILLING SCREWS 5/8" MIN. _I VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE INSTALLATION METAL STRUCTURE BY OTHERS NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOm ERS NOT SHOWN FOR CLARITY. 2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE DESIGNED INACCORDANCE WRHASTM E2112 JG ;ILL TO BE SET I A BED OF APPROVED SEALANT BACKER ROD & APPROVED SEALANT 1/4" MAX. SHIM SPACE BEVSNxS o¢exianox -� I. 1/4" MAX. SHIM SPACE D4 [ I opo INTERIOR EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0611412017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — NON —IMPACT 4 TRACK FLANGE INSTALLATION DETAILS sws xo. O8—D3087 TUTS o"� 04/18/17 IME021 OF 24 L. ROBERTO LOWS RE I=WOODFORD RD LEMSVILLE, NCV023 Luis R. Lomas P.E. FL No.: 62514 CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUC SEE NOTES 3 — SHEET BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT PTIONAL 1X BUCK SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY BY OTHERS 4 7/16• MIN_ 1 7/e' MIN. L SEPARATION EDGE DISTANCE t-1 EXTERIOR 1 1/4' MIN. EMBEDMENT I L 4' MAX. IM SPACE TAPCON 1 1/4' MIN. EMBEDMENT T-- 1 7/ MIN. EDGE DISTANCE 4 TERIORAND EXTERIOR FINISHES, BYOTHERS. 1TSHOWNFORCLARITY. RIMETERAND JOINT SEALANTBYOTHERS TO BE 'SIGNED INACCORDANCE WITHASTM E2112 INTERIOR 1/4' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4' MAX. SHIM SPACE ... ° .' '"A `•. ° 1 1/4" MIN EMBEDMENT a 4 7/16' MIN_ 1 7/13' MIN _I SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEMWSONRYINSTALLATION REV15RlN3 REV 06CMIMON MR MPRpVEp .. 1MAX. SHIM SPACE 0' INTERIOR j •a v EXTERIOR .4 1/4' TAPCON CONCRETE/MASONRY ' s A BY OTHERS OPTIONAL 1X •BUCK BACKER ROD SEE NOTE 3 — 7 & APPROVED SHEET 1 SEALANT JAMB INSTALLATION DETAIL CONCRETEJMASONRY INSTALLATION SIGNED: 0611412017 ANDDOORS MI WINDOWS650 RETLLC WEST STREET T GRATZ, PA 17030 `\\\�`Si1t.. L � ' `�v; �AGENSF;gaP SERIES 120/130/140 ALUMINUM SLIDING*• 0„81?51�1'#= GLASS DOOR — NON —IMPACT 4 TRACK FLANGE INSTALLATION DETAILS %F • STATE OF{�, ORO NO. aEv 08 0306' Fss ONAj1��G\E`��� NTS a^m 04/18/17 OF 24 1492 WODOFORD RD L SVILLE, NC 27023 I Luis R. LOQIDS P.E. a3 O-mo nmma:Ca4lomesve.mm FL No.: 52514 lqr 1 3/8• MIN. RMWNS 1 3/8• MIN. EMBEDMENT ren D¢caimoN ws •vaamrto EMBEDMENT WOOD FRAMING NOTES: OR 2X BUCK #14 WOOD WOOD FRAMING 1, INTERIORAND EXTERIOR FINISHES, BY OTHERS, BY OTHERS SCREW OR 2X BUCK NOTSHOWNFORCLARITY. BY OTHERS 2.PERIMETERANDJOINTSE4L4NTBYOTHERSTOBE DESIGNED IN ACCORDANCE WI TH ASTM E2112 #14 WOOD SCREW 5/8" MIN. 5/8• MIN. EDGE EDGE HOOK STRIP HOOK STRIP INTERIOR INTERIOR PANEL INTERLOCK PANEL INTERLOCK EXTERIOR HOOK STRIP (M-2533) INSTALLATION 2X BUCMWD FRAMING METAL STRUCTURE BY OTHERS #14 SELF DRILLING EXTERIOR HOOK STRIP (M-2534) INSTALLATION 2X BUCKAYOOD FRAMING METAL STRUCTURE BY OTHERS #14 SELF DRILLING-\F SCREW SCREW 5/8- MIN. EDGE DISTANCE HOOK STRIP HOOK STRIP INTERIOR I�1 INTERIOR PANEL INTERLOCK MIN. PANEL INTERLOCK EXTERIOR EXTERIOR HOOK STRIP (M-2533) INSTALLATION HOOK STRIP (M-2534) INSTALLATION METAL STRUCTURE METAL STRUCTURE SIGNED: 0611412017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 `�v,•y�G E Ili& fi*! p•.6�51 �F SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — NON —IMPACT — (r��S',p� HOOK INSTALLATION DETAILS p TAT DF •h •[OROV DUWN: M5 No. aLv 08 //7jSS1/1NAill0aG``` LDIS R. LDITGS P.E. FL No.: 62514 --23 OF 24 saaE NTS o"E 04/18/17 LROBERTOLOMASP.E IG32WOODFDRDRDLEMSVXLENO2J 0.34i'BBW'09 rllwnu@GbmasPo.rom 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT 7X BUCK BY OTHERS, EMBEDMENT 1X BUCK BY OTHERS, IX BUCK TO BE ° E 1X BUCK TO BE a PROPERLY SECURED PROPERLY SECURED a CONCRETE MASONRY/CONCRETE 1/4" TAPGON BY OTRYRS 1/4" TAPCON BY OTHERS MIN. HOOK STRIP ' ea •. HOOK STRIP `'g EDGE DISTANCE . 1 3/4" MIN. • EDGE DISTANCE I� INTERIOR INTERIOR EXTERIOR HOOK STRIP (M-2533) INSTALLATION MASONRY/CONCRETE H—F3/4• 3 1/2" 3 112" SILL EXTENDER ALUMINUM 6063-T5.062'THICK PANEL INTERLOCK EXTERIOR HOOK STRIP (M-2534) INSTALLATION MASONRY/CONCRETE �F3/4" I� 2 5/8" 2 5/8"SILL EXTENDER ALUMINUM 6063-T5.062'THICK RL slows DESCRI"ON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — NON —IMPACT SILL RISER DETAILS DRAWN: DRO NO. A.R. 08-03087 S NTS a`1E 04/18/17 ISHEU24 OF 24 LROBER OLOMASP.E 1A WODDFORDRDLEMSWLLE.NC2M23 <3 880609 8l.@IHOmwx. DAM I MpR SIGNED: 0611412017 Luis R. Lomas P.E. FL No.: 62514 1 5/17/2019 Florida Building Code Online Bets Home I Login User Re91stratim Hot Topics Submit Surcharge I StatsaFacts I Publications I Contact Us I BCISSIte Map I Links I Search i d FI��3 r i° Product Approval yya USER: Public User aiaJrit''L•v Il4ggLLRpraval Menu > Product or Apolicetlon Search > aRMicatlen Lis [ > pppllwtlon Detail t FL # FL22270-R1 ^ Application Type Revision SHOP STAMP REVIEW Iota/Plan Eden Code Version 2017 � Applicatlon Status Approved Review is for general compliance with the Construction Documents. Responsibility for correctness of dimensions, details, quantities and safety during fabricadon Iles solely with the contractor. Comments D4 No Exceptions Taken RevlewedBy: DawnBoggio-Korbelak Archived 0 CI Rejected: Product Manufacturer Eastern Metal Supply 11/26/19 Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 Irodrlguez@easternmetai.com Authorized Signature BIII Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer € l Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E. Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. ?� Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL22270 RI COI COI EMS SS 2017-04-13.odf Standard ASTM E1886 ASTM E1996 ASTM E330 TAS 201, 202, 203 MOO c*0114 Year 2002 2005 2002 1994 httpsJ/Boridabuilding.org/prlpr app dl1.aspx7pamm=wGEVXQwtDquYPIHVaBbgMQa%2bmWO28hVEGOsWa/o2fk8ekdA9A3HKfvznAb/o3d%3d 1/2 5/17/2019 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/20/2017 10/20/2017 10/25/2017 12/12/2017 FL At Model, Number or Name Description 22270.1 28 Ga. Storm Panel 28 Gauge Galvanized Steel Storm Panel Limits of Use Installation Instructions Approved for use In HVHZ: Yes Fi 22270 RI II EMS004 HVHZ SS 2017-10-19 PA Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Drawing, EMS004, and Product FL22270 RI AE PER5154 SS 2017-10-19 pdf Evaluation Report, PER4783, for allowable spans, loads, Created by Independent Third Party: Yes Installation options, and limits of use. 222Z0 2 2.8 suge Gale ized Stea o - . .,8 u Ga V zsd S def Storm Pig I yyt Zon 3 I act f'a : C! and a a rated ratetl ' S 0 Limits of Use Installation Instructions Approved for use in HVHZ: No FI 22270 RI 11 EM5005 WZa 55 2017.10-19 1& Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, RE. Florida P.E. 73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Drawing, EMS004, and Product Fi 22270 Rl AE PERS155 SS 2017-10.19 pdf Evaluation Report, PER4783, for allowable options, and limits of Created by Independent Third Party: Yes use. Dnck Neat Contact Us :: 2601 WafrStone Road Tallahassee R 32399 Phone: 850-487-1824 The State of World. Is an AMEEO employee Sgayd9ht 2007-2013 State of Floritla.:: PdIYIIO' Statement :: 6W&551=K Statement :: Refund Statement Under Honda law, email addresses are public retards. if you do not want your e-mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by plume 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 May have one. The email$ provided may be used for official communication with no 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 h rg. Product Approval Adepts: ® ® W ER Credit Card I Safe ._ hltps:llBoddabuilding.orgfpr/pr app dU.aspx7param=wGEVXQwIDquYPIHVaBbgMQa%2bxxWQ28hVEGOsWa/o28t8ekdA9A3HKfvznAp/o3d%3d 212 O 28" GA. STORM PANEL EASTERN METAL SUPPLY 28 GAUGE STORM PANEL WIND ZONE 3 IMPACT RATED T-- e>s U.I. /r6MMw- FaW� �M xOaLr m4O11XE Ha@-J L�SAO-MM. �I dP svP.mro Bb'ERar svoeroua- .us OL 0.G O STUDDED ANGLE J REVERSE STUDDED ANGLE O ANGLE /1 WASHEREDWINGNUT • T•1Vf `L WM1:T.L'C `J Sd2 WLLP5PE GENERALNOFES L 90M PANELSSMOWN ON MFME IROVAL WNMExF3MAV WM WRIFIEO R.. CDMPIINMEIY AROROCXQWIM ME HILT(6M fOIFION) FLORIN BURPNG COM FMBXX S NOTE MEN EVAWATED FORUM MKORE FKM0 AMF4 E1936 WIND BLNE 3 BROOM LFVEL D UMACT RMUINEMENRM'O HAVE MENTESRD IN ACLDRDPNCE WITH BERM E33601. ASTER ElID6N. RFT. ME1NE. 1. NO INCREASE IN LURFOINESTREMNWA FFNUMU INMEMNIM OFTM5PRO B" 3. OETESM NEME METH AND XEGATNEDOOGN UOMD EOUVE MEN REFERFNONGTHMECOOTMFNT5 IN AKOROMICE MHEI E GOWEUQNG MM ANOGOVERMNG W ERIUFIWFY. MR WDIDTOBO EBTOLIAROxs IN ACCOROMICE WITH AXE 7-10 A OPRIIONAUTY RTCIOR OFW-.SN MUWO. 4. THESE MPROYLL WCUMENTE APE GENERIC RED DJ NOT M=M 1N FO0.MBTRIN FOR ME AEOXC AMUCAT INOFMD$.4UREASrSTEM S. THEY AEMCRML DOCUMENTS ARE O NEULE TO BE MIU EDGY UCENS M PJNFMROR. PROM OEO ME WMMROR W. NOT OEVNR FROM ME C➢NMIONS DET.NED..IN AND ME C0.VRBR0R VERIFIBMAT ME TRUETI NO5MUCNNE W 6NOTOEVUh IN EMBERWRMOR MATERNL FROM ME $MUCMMl5U0211UlESOETRRFI)HFREIH. G. ANY MO EIGTMNS OR MIDMONS TO THESE MEROVLL WOUM MIS MI... ME MI.W. W WNHHOS 3. MENTHE LR CONDITIONS DEVWE F ROM THESE MPROJN WPIMENR. THE B UBOWG OGROBLMAY MMT ONEOFTHEFOLLOWINGCMONL AI REWIRE THAT DEE SFECWC OOfU M EMS BEPRF➢MEO.SWNEQ 04TM AN OSF "BYAUPXSFO ENGINEER OR REGISTERED ARCHITECT,— F MUBL AND F OME ME OEWLTON.SAN0001MEFEM SHALL BE SIT WITTED TO TH E FAOWR FNGWEER FOR REVIEW MA WNDIXON TO ME WITOBG OFRI GRANTHGFUS ERMFROVAL BI REQUIRE THAT A O HE TRIJ NTE SPECIFIC M RMM. BE BEIM MR AVD SECURED FROM IHE MWAI-0ROE WUXTYPRODUCECONRMSMBOR MEN ME SITE CONDITIONING DEUWTONS LCNR WILXIN THE HIGR IOOCIIY HURRICWE SXEAPFA$ ONLY OPTION -8'Moo. BE ACLIDTFO BE ME I URBING OFFICIAL 8, MMIU""'BRERS PRODUCE IA9 EL LLLLL BE LOCATED IN A VTERIELOCATION ON INE ERFFWOR OF ME AV PLL PR EM SECIRM 1M,93.ID ATED A MAIM UM OF WERE MRfE (31 UNFAITP. VR0. WFUR. BRO.... AS MOUNTED 0Y FBC SECTION IFW92 9, $TORN FARTS SHALL BE W WUGE WLl.. STEEL OF MIM MUM OTW TFOCRN-=OBEEH N-50 RSI. MIX.) FLL FXTRELOM SNBLL BE f06116 NU0.11MIM PIIOY. LLOH 10. MTMWNFASTEN f0.5SR 8ECRRWN.ELWTROIMASFA.tWOR4101AINIESSSTEEL EILO PANELMATE$ M1MIf/RMME SHAILOE URWNSIFEI WIMSTMW0.D WBTN46T 1885TNNIESS MUE SLWPANEIMMFIx5FRT55HAM CARBONSTEEL WNGFRSTMWROCOBTNG.AUPoIXTS $OUPSEi5MALL0FlFADRLLOY M'OMMACPLOY.PLLREMAIXING iA51MER5 M'00DL15 TORE 3N SERIF$$TAMIE[S 51FFL lBRSFBLVIESSSTUORGMVAX@OSTEI WIMA33 CS.L MINIMUMMW 51RFNGTk 1L i0F880iTOM 0FCAIL55XOLVX MAY 0E1ME0.CHBNGFO AS GRIDCANOX10 Nf 01RPIE PANELS NAYBE MWXRO NORPOMALLY W ERE MPUUBE 12 MEPFRER'EDL SM9LLVEGFYTnEBDE6VACr OMMTE ETNGSTRUCNIIETOSUSM.. NEW M.. FOSEo LOPDSFxo TO VERUY AUMMEnvORS ArME1oBSNEOfwRE WMMExoxcwnx ME WORK. S pR 0.NY�Y0.R15 RNIOBVL WSfu%[•66 OITMLLGYM4PMROBY WIIOU u�soi`,�anaw vi InxoiwB YSRYG muTwE MR'wx NOISED fMEW R[RPT6NEm 1 NW IXR FIW.BHFYLOPvTRFPifR l•RYY.OSSMRIE Yi6•Y➢X'M4 FLw Tu DLIL-pV END CLOSURE PLAN VIEWS 1) c, I FL22270 I NFILnfNB P'OL lU. V: ,�MEMB3THfE owG. er: 1}'MN. BRPTMUNRHmaI SM sw E: NT' al-«N }MICE NN DMA EME l Pm.oTRLaLat SHEET: •6U m'R"'N Ma r.siliz vu TYPICAL PLAN VIEWS fWF su cuss GVOS- ORD000R ORM our. RLR0.ENQ 1HO16i XXwUIf fO0.NM1C SVMx45MEET0. WALL MOUNT SECTION - FLUSH O yl•-m.l•MADIWEBw MNNELTONttPECt 6Wl3MRED WINGNM VAFE AITQWATE LEG P MFfAFN(FANONP SOIEOIIlE mRM4Y ♦ EWA � LRCRTW OlRfcnON mP6ROETOM YMIN4L1EETa SESNNG - l OM. ttP.mP&ROT SrLL S,OOEOR NOODFFAMFTER NDRQOVTN AS SMOWX E)RU ALASSR WCOOFNMFtti. _ iOP &BOTTOM. cG=1 PON= EEIEYE PAxE It PANOMETEIMFM.ORAE .-,B I PoxIS WVHFSE%IMIE.f COM7AmER.WUG AKKXOR UFMOUY FORMAL 6 WR Mx=Fv% xEET. �1001 OIREMN ' SNEO®IRE Rm'O DEF PIaHNEW. SX[ET I) R;gUT MOUNT SECTION © ,EE E TABLE 1- E&%W WMALNWAOEE STORM SP"XI EDIILE M51NEG DELGN LOAD 3 LMN[IFTI SO 9'-r 55 8'-3' ED r-s• 6-r 70 >o s•-u• TE s•-r TABLE 3 NOTES L ENEER1ANEIWIMREDUIRFDNEW3NFDFnGN. TOOETERMINE MA\.R[LOWRMEPRNFIYLN (.a pp9EIVEl4N51EMT11.W OREOUA[LOTIEXEWi1VE wROAREAOS= v NEXT GNIOMFEEAMLETAEN XATE NE$ K xFxrxwMRwRD W uxEAA,vQnvaunoxvaru usw m oEDRMun YwwARQ ssAM. r w Fd nONI KCI. .ummQINO1DR LOIwN .F. YMXG,SSEETA m..G[OXLRETL xawwewaan W WDiMNETIP. i0P\BUTEOM. GLASS OR WOR 9LO'W RIDD(M SODFRAMmP. TOPD601E0M. EMBED [OXNFC110xbP[CI Dn.l uaux¢AxwoR ESL }.� 4AP lEx[W13 EOPs4i OR YR[IMnfXffrR W. .'f NHAWFD'WRLLIN' EOIXOMEPRQR ,RM IEHWMAWM E➢StemflelilSupply, F AYff RAMYMre rlY WYTUIrDfOW1 wnTPAueeaennLwl fWF iNiltID.IXTIDr 44 •dSLLBfI 06 •— �}M��'-x^ YbIFOU�tE UXEOI DIQ[D )IR40f 1NF O VEULL FEE a MIEET3 OGFMMGRRfA =G o �•=3 Oa Co$la, E E Wm 9,a��yp A Goss mxMcranttPf4 W i 5 ® OR OOWR REPER{XEF WQIOR N �: 0 i- 3OIEWYFY EPRnnKU4[le 4EX w 70 c EWE DEL a \ Frv3 •.H I mA1 m BY DATE }'MRReRv IVEN TIRIDMIMYNSPRIFA OB WALL MOUNT 9,sF•rd SECTION - SPACED V4'-3D.1'MMONED0.T M,YNMu.®rN�xWIWrM a Ia.Xz �u iM.tign YOFn oxN EMBED dWRSNf AFD WINGXw ♦ .1.. LEG PI3'D.CM. i mP.l l �.EMMIMx Taoa BOiiOM � K �P,G\=lirC SFEGIASSYNfdRE ENFETa cOM.I FL A: FL22270 yv.30.44• DATE: 10.03.17 IREEOLTS ®Eros Mu - REM MP{D. cOXNF[TDNTI>E [1 rtMY! oAxfuuTLPAxEEAMre IxssRLORauvomnsouo DW CExNHF J M P KALE: NTS DWG.p: EMSOOS :n'uFUERCEu+oID^ SOSfOULf mx MAt om� vKIXO,sxfET. SHEET: •SNF(1ERURERFQDfSFf NAX VI[W.SNE[Tll G)] BUILD-0UT MOUNT SECTION L er.ro O 2/ OF I