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HomeMy WebLinkAboutPRODUCT APPROVAL1/3/2019 Florida Building Code Online Business 7� � eni� al Riegulaefon BCIS Home tog In I user Registration I Mot Topia Submit surcharge State &Facts PubllcaUone Contad UsBOS Site Map links Search P da 1R�n( "` Product Approval .. �i.z i� R USER: Public User --FILE C O PY I Product ApPr-MVJMenu> Pmluct or AggllcaticnSearch > Agplicatlon List> Application Detail V FL # 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 FL15353-R3 Revision 2017 Approved u MI Windows and Doors 650 West Market Street Gratz, PA 17030 (717)365-3300 Ext 2560 bsitiinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Mullions SCANNED BY St. Lucie County Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Luis R Lomas, PE Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Steven M. Urich, PE 0 Validation Checklist- Hardcopy Received Certificate of Independence FL15353 R3 COI FLCOT.odf Referenced Standard and Year (of Standard) Standard Year AAMA 450 2010 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/16/2017 Date Validated 10/23/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 r1II Summary of Products �ttpS�1/flbddabuildinia.orgllir/pr app d8.aspx?Daram--AGEVXQwtOotHB572avdWISXmuhnEtBQs8TPfv5iOGhEwdHrixFTSQ%3d%3d 1/3 1/3/2019 Florida Building Code Online FL 7! Model, Number or Name Description 15353.1 15764 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-01448B.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512072B.pdf span: 104-1/4". Created by Independent Third Party: Yes 15353.2 5764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No FL35353 R3 II 08-01439B.pSIf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R3 AE 512063B.pdf span: 83" Created by Independent Third Party: Yes 15353.3 5765 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-01449B.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 5120738.pdf span: 156-3/8" Created by Independent Third Party: Yes 15353.4 5765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No FL15353 R3 It 08-014408.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PEPE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 5120648.(1L_If span: 83". Created by Independent Third Party: Yes 15353.5 CM-18514 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-01442B.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512066B.pQ length - 83". Created by Independent Third Party: Yes 15353.6 CM-18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No FL15353 R3 II 08-01451B.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FLIS353 R3 AE 512075B.pgff span - 156-3/8" Created by Independent Third Party: Yes 15353.7 CM-18523 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL35353 R3 It 08-01452B.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL15353 R3 AE 512076B.pdf span - 104-1/4". Created by Independent Third Party: Yes 15353.8 1 CM-18531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-01443B.Pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PEPE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512067B.p-if span - 83" Created by Independent Third Party: Yes 15353.9 CM-18532 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use In HVHZ: No FL15353 R3 It 08-014538 pA Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL15353 R3 AE 512077B.pdf span - 156-3/8" Created by Independent Third Party: Yes 15353.10 CM-18533 Vertical Aluminum Mullion https:llgoridabuilding.org/prlpr_app_dti.aspx?pamm=wGEVXQvADgtH8572gvdWISXrzuhnEtBQs8TPfy5iOGhEwdHrixFTSQ%3d%3d 2/3 .1 1/3/2019 Florida Building Code Online Limits of Use Installation Instructions Approved for use In HVHZ: No FL15353 R3 It 08-01444B.pdf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512068B.p�f span: 83" Created by Independent Third Party: Yes 15353.11 CM-18534 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approvedfor use. in HVHZ: No FLI5353-R3 11-08-014548 R4f Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 51207WlIdt span: 156-3/8". Created by Independent Third Party: Yes Back Nprt Co WSLU9:: 2601 Blair Stene ROatl Tallahassee FL 32399 Phone: SS0487-1824 The Stateof Ronda is an AA/EEO employer, _C,yd ht2007-Ze135tate of Florida. :: Privy StadL Cement::AP. szibilih Statement :: Refund Statement Under Flonda law, email addresses are public records. If you do not want your a -mall address released in response to a publlarecords request, do not send ele mall to this entity. Instead, contact the office by phone or by traditional mall. if you have any questions, please contact 850.487.1395.'Pumuant th Section 455 Flodda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If May have one. Th. 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, provide the Department with an email address which can be made avallable to the public. To determine If you are a licensee under Chapter 455, ES.. please clic Product Approval Accents: ® �ff EmsIffl — securiCvel6:Rit,Cl httpS://floridabuilding.org/pr/pr_app_dtl.aspx?pamm=wGEVXQwtDgtH8572gvdWISXmuhnEtBQsBTPfy5iOGhEwdHrixFT5Q%3d%3d 313 .1 L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville, NC 27023 434-688-0609 rllomas@Irlomaspe.com Manufacturer: MI Windows and Doors, LLC 650 West Market St Gratz, PA 17030 Product Line: 5764 - Horizontal Mullion Report No.: 512072AB 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 08-01448 Revision B, prepared, signed and sealed by Luis Roberto Lomas P.E 2. Mullion analysis report No. 512072-1 A and -2A per AAMA 450-10 Option 3, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: refer to design pressure charts in approval document. • Maximum single window unit size: 52 1/8" x 84" • Window units attached to mullion must have their own separate approval. • This product is not rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in Wind -Borne Debris Regions, up to Wind Zone 3. • Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; mullion or individual units. • All windows attached to mullion must be manufactured by MI Windows and Doors, Inc. Installation: Mullion must be installed in strict accordance with manufacturer's instructions and approval document 08-01448 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 `\``\\S\ll�l �� v,•���+ENSFq`P�`� • TAT OF ,•w %�'O••'O�0RIOP• 10/13/2017 Hl MAX. COMBINED HEIGHT H2 WINDOW WINDOW 52 1/8" MAX. UNIT WIDTH (MULLION SPAN) Max/mum design prvesssure Tributary height (In) Mullion span (In) 1E00 24.00 30.00 3E00 42.00 48.00 52.13 18.00 120.0 120.0 120.0 120.0 120.0 120.0 119.1 24.00 120.0 120.0 120.0 120.0 120.0 107.0 95.0 30.00 120.0 120.0 120.0 120.0 114.1 93.4 79.9 36.00 120.0 120.0 120.0 120.0 107.0 85.6 71.0 42.00 120.0 120.0 120.0 120.0 104.8 81.5 65.8 48.00 120.0 120.0 120.0 120.0 104.8 80.3 63.2 54.00 120.0 120.0 120.0 120.0 104.6 80.3 62.7 60.00 120.0 120.0 120.0 120.0 104.8 80.3 62.7 66.00 120.0 120.0 120.0 120.0 104.8 80.3 62.7 72.00 120.0 120.0 120.0 120.0 1D4.8 80.3 0.7 11 11.0 120.0 120.0 120.0 104.8 80.3 62.7 84.00 120.0 120.0 120.0 120.01 104.8 1 80.3 62.7 LARGEAND SMALL MISSILEIMPACT, LEVEL D, WINDZONE3 DIMENSIONS IN CHARTAREFRAMEDIMENSIONSAND DO NOT INCLUDEFLANGE DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 1 2) DETERMINE TRIBUTARY HEIGHT AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY HEIGHT. 3) LOCATE MULLION SPAN (UNIT WIDTH) AND TRIBUTARY HEIGHT. AT THE INTERSECTION OF COLUMN AND ROW CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULUON RATING FOR PRODUCT IN STEP, 2. MULUON RATING MUST,BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. TRIBUTARY HEIGHT= H1 + H2 2 TABLE OF CONTENTS SHEET NO. DESCRIPTION 1, 2 1 ELEVATION, NOTES AND DESIGN PRESSURE CHARTS RLV DESCRIPTION mm MPRMD A REVISED INSTZ ON DETAILS O6/10/15 R.L B RENSEO INSTALLATION DETNlS 10/13/1] R.L. 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) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM 1S NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY MI WINDOWS AND DOORS 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT. 8) VERTICAL MULLIONS ARE NOT PART OF THIS APPROVAL. VERTICAL MULLIONS USED TO MULL UNITS SIDE BY SIDE MUST HAVE SEPARATE APPROVAL. 9) FOR ADDITIONAL APPROVED CONFIGURATIONS SEE SHEET 2. SIGNED: 1011612017 I WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030 ` v, 5764 HORIZONTAL MULLION =*• SINGLE AND TWIN WITH TRANSOM ELEVATION AND GENERAL NOTES A 'uc NTS MTE 03/06/12 08 90"ELT 1 OF 3 8 B ,/7Ar�IQNi11� �NNN _ LROBERTOLOMASRE Luis R. Lomas P.E. I4 WOODFORDRDLEW/SVILLENC2M23 FL No.: 62514 491fi'3a-0609 db..@bldnaspesan H1 68L MAX. j COMBINED HEIGHT H2 WINDOW WINDOW WINDOW 104.25" MAX. UNIT WIDTH (MULLION SPAN) Maxim um design pmssure capacity chart igso Tributary Height Mullion Span (In) (In) 36.00 48.00 1 60.00 72.00 04,00 96.00 104.25 18.00 120.0 120.0 77.2 44.1 27.5 18.3 24.00 120.0 107.0 59.6 33.8 21.0 - 30.00 120.0 925 49.3 27.7 17.1 - 36.00 120.0 92.8 42.6 23.8 - - 42.00 118.1 76.1 37.9 21.0 48.00 110.5 71.3 34.5 19.0 54.00 103.8 67.6 32.0 1Z4 60.00 97.8 64.2 30.2 16.2 66.00 1 92.5 1 61.1 28.7 15.3 - - 7200 1 87.0 1 58.3 27.3 - - 73.001 83.5 55.4 I 26M 84.00 1 79.6 52.8 1 24.9 - LARGEAND SMALL MISSILE IMPACT, LEVEL O, WIND ZONE DIMENSIONS IN CHARTARE FRAMEDIMENSIONS AND DO NOT INCLUDEFLANGE DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY HEIGHT AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY HEIGHT. 3) LOCATE MULLION SPAN (UNIT WIDTH) AND TRIBUTARY HEIGHT. AT THE INTERSECTION OF COLUMN AND ROW CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1. I 3 1/ � 27/32 2 1/32" 2 7/8" I -}- 2x m7/32" SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063-T5. 125-THICK 3 3/4" 3/8" I 2 X m7/32" LI 27/32" II T- SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6083-75.125' THICK RIBUTARY HEIGHT = H1 + H2 2 2 1/322 7/8" REVISIONS OESCRIP➢ON WE MPRO REVISED INSIADAMON DETAILS 06/10/15 R.L. REVISED INSTALLATION DEALS 10/13/17 R.L. 3/32" SECT5764 MULLION ALUMINUM 600575.125' THICK 3 3/4" 2 3/16" 3/8" L- 27/32" II 2X m7/32" �(((jjj 1���9��/ 1 III 6---" /1� 1 9I� I� SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5. 126'THICK MI WINDOWS AND DOORS, LL 650 WEST MARKET STREET GRATZ, PA 17030 5764 HORIZONTAL MULLION SINGLE AND TWIN WITH TRANSOM ELEVATION AND COMPONENTS V.L. 08-01448 B s- NTS 7M 03/06/12 s"IFT2 OF 3 L ROBERTO LOWSP.E. I432WOODFORD RD LEMSVIUE NC27023 SIGNED: 1011612017 Luis R. Lomas P.E. FL No.: 62514 flEV OESCRIPIION MlE MPROVID A REVISED INSTALLATION DETNUS 06/10/15 R.L 1 1/4 B REVISED INSTALLATION DETNLS 110/13/17 I R.I 1 3/8- MIN. EMBEDMENT MIN. EMBEDMENT T— MIN. 2 111/2" EDGE 10 WOOD 3/16- ELCO MIN. DISTANCE SCREW ULTRACON ^°. EDGE DISTANCE SECT5796 5764 MULLION' n WOOD FRAMING CLIP OR 2X BUCK INTERIOR BY OTHERS MASONRY/CONCRETE BY OTHERS METAL STRUCTURE ° BY OTHERS 1 /2" MIN. EXTERIOR EDGE #10 SMS OR DISTANCE SELF DRILLING L SCREW MULLION INSTALLATION WOOD B. CONCRETE SECT5796 CLIP INTERIOR ANCHORING NOTES: 1) FOR ANCHORING INTO CONCRETE USE 3/16" ELCO ULTRACON TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVEIA 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVEIA 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 3) FOR ANCHORING INTO METAL FRAMING USE #10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVEIA MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS 6" FROM EACH MULUON END AND 12" MAX. O.C. THEREAFTER. STAGGER SCREWS AT EACH WINDOW. 5) FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED INSTALLATION INSTRUCTIONS. i 6) ALL FASTENERS TO BE CORROSION RESISTANT. 7) 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 3,200 PSI. C. METAL STRUCTURE — STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KSI .0625" THICK MINIMUM. EXTERIOR MULLION INSTALLATION METAL STRUCTURE SIGNED: 1011612017 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030 r 5764 HORIZONTAL MULLION =*• SINGLE AND TWIN WITH TRANSOM - y INSTALLATION DETAILS �7.T V.L. OB-01448 B sane NTS 0A1 03/06/12 s"s�3 OF 3 �rcancrcm wmns re. I Luis R. Lomas P.E. �2W00DF0RDRDLEWISWLLE, NC27= FL No.: 62514 I3AE 609 Nbmas@bbmesps.mm 113/2019 Florida Building Code Online BCIS Home I Log to I User Registration I Hot Toplcs Submit Surcharge State &Facts Publications Contact Us SCIS Site Map I Links I Search Flonda FILE c bpr PIodYDtAUse, dI F copy USER: Public User R Pmtlud Approval Menu> Pnsdutt or Application Search > egpllcation Uut> Application Detail • _ FL # FL17499-114 Application Type Revision SCANNED Code Version 2017 B r Application Status Approved et 1 I I(�r1��n *Approved by DBPR. Approvals by DBPR shall be reviejw Cdaanggii dty the POC and/or the Commission if necessary. 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(of5tandard) Equivalence, of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved F�17499.1 Fu MI Windows and Doors 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE 6 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 - --- 09/25/2018 - - - 09/25/2018 10/02/2018 Model, Number or Name Description 185 SH 36x84 F, ange Frame IG/SG Impact Single Hung Vear 2011 2008 2011 hflps:llfoddabuilding.org/prlpr_app_dtl.aspx?param-wGEVXQwtDgtCUGgvjQiz6BPhSOG%2f386z9y2ot%2blDRnWXEhsitEWyuQ%3d%3d 113 113/2019 Florida Building Code Online Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R4 C CAC APC (13278) 5 H(101722),Pdf Approved for use outside HVHZ: Yes FL17499 R4 C CAC APC (13279 185 SH (101723),0_df FL17499 R4 C CAC APC (1328Q) 1B5 5H (301723)Aff Impact Resistant: Yes Design Pressure: +55/-55 FL17499 R4 C CAC APC ( 32 2) 185 5H (101723),pQ Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be Quality Assurance Contract Expiration Date bedded in Patera 896 sealant. 10/17/2023 Installation Instructions FL17499 R4 IT 08-025456.gi;ff Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Repo_rtss - FL17499 R4 AE 513321B-3.pdf Created by Independent Third Party: Yes 17499.2 185 SH 5202 Fin/Flange Frame 1G/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R4 C CAC APC (13269) 185 EH (100823),pdf Approved for use outside HVHZ: Yes FL17499 R4 C CAC APC (33270)-1U--EH(1008223),pdf Impact Resistant: No FL17499 R4 C CAC APC (13271) 185 SH (1D0823),P_df Design Pressure: +60/-60 FL17499 R4 C CAC APC (13361)]3-5-S—H (300823),pAf Other: R-PG60 Quality Assurance Contract Expiration Date 10/08/2023 Installation Instructions FL17499 R4 11 08-02549B.pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R4 AE 513327E-4.pdf Created by Independent Third Party: Yes 17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R4 C CAC APC (13272) 185 SH (1 1 ),pdf Approved for use outside HVHZ: Yes FL17499 R4 C CAC APC ( 273) 185 SH (101723),pdf Impact Resistant: No FL17499 R4 C CAC APC (1.3-74) 185 SH (10}723LPdf Design Pressure: +601-60 FL17499 R4 C CAC APC (13363)- SH 101�),pdf Quality Assurance Contract Expiration Date Other: R-PG60* 10/17/2023 Installation Instructions FL17499 R4 11 08-02550B.gdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R4 AE 513328E-S.pdf Created by Independent Third Party: Yes 17499.4 185 SH 3601 Fin, Finless, Flange Frame IG Single Hung Limits of Use Certification Agency Certificate Approved for use In HVHZ: No EL17499 R4 C CAC APC H0462,01-109-47-RO 185 5 f04Z522),P9 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 R4 11 08-03163.pdf Verifed By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R4 AE 514083.pddf, Created by Independent Third Party: Yes 17499.5 185 SH 5202 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17499 R4 C CAC APC (13275) 1 H (100 ),gdf Approved for use outside HVHZ: Yes FL17499 R4 C CAC APC (13276) I85 5H (100823LPdff FL17499 R4 C CAC APC (13277) 185 5H (100 ),fldf Impact Resistant: Yes Design Pressure: +55/-55 FL17499 R4 C CAC APC (13291) 1 5 5 10 ),Pdf 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 R4 II 08-02544B-1.Pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R4 AE 513320E-l.pdf Created by Independent Third Parry: Yes 17499.6 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung Limps of Use Certification Agency Certificate Approved for use In HVHZ: No FL17499 R4 C CAC APC (13263) SH I009 3),pdf Approved for use outside HVHZ: Yes FL17499 R4 C CAC APC (13264) 185 5H (100923),g-f Impact Resistant: No FL17499 R4 C CAC APC (13265)-Lj (10QQ2�),pdf Design Pressure: +60/-60 FL17499 R4 C CAC APC (1�) 1SH I—(1�0 923LfPf Other: R-PG60 Quality Assurance Contract Expiration Date 10/09/2023 Installation Instructions FL17499 R4 II 08-025468-2.pd Verified By: Luis R Lomas PE 62514 hftps:I/goridabuilding.org/pr/pr_app_dg.aspx?pamm=WGEVXQvADgtCUGgvjQiz6BPhSOG%2f386z9y2et%2blDRnWXEhsltEWyuQ%3d%3d 2l3 113/2019 Florida Building Code Online Created by Independent Third Party: Yes Evaluation Reports FL17499 R4 AE 513322B-2.pdf Created by Independent Third Party: Yes 17499.7 185 Triple SH 111x72 Fin Fame IG/SG Single Hung 11002 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17499 R4 C CAC APC (1334I,) I85 SH TPL (11Qg23).gdf Approved for use outside HVHZ: Yes FL17499 R4 C CAC APC (13343) 185 5H TPL (102123).pdf Impact Resistant: No FL17499 R4 C CAC APC (1334G1 I85 SH TPL (1Q3L23),Pdf Design -Pressure: +50/-50 FL17499 R4 C CAC APC (31 348) 185 SH TPL (1g2123)_Pdf Other: R-PG50e Quality Assurance Contract Expiration Date 10/20/2023 Installation Instructions FL17499 R4 II 08-02548B.pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Parry: Yes Evaluation Reports FL17499 R4 AE 5133248-6.pd( Created by Independent Third Party: Yes 17499.8 185 Twin SH 106x72 Fin Fame IG/SG Single Hung 10502 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R4 C CAC APC (1,3340) 185 SH TWN (1Q7123).Pdf Approved for use outside HVHZ: Yes FL17499 R4 C CAC APC (13342) I85 SH TWN (110423)_PAC Impact Resistant: No FL17499 R4 C CAC APC (13347) 185 SH TWN 11Q=),Qdf Design Pressure: +45/-45 FL17499 R4 C CAC APC (1334) 185 SH TWN (192323).Pdf Other: R-PG45 Quality Assurance Contract Expiration Date 10/20/2023 Installation Instructions FL17499 R4 II 08-02547B-7.pd Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R4 AE 513323E-7.pdf Created by Independent Third Party: Yes Back Nest Contact Us :: 2601 Blair Stone Road, Wahasses R 32399 phone: 850487,1824 The State of Fonda is an AVEEO employer Copydoht 2007-2013 state of Florida.:: Pnvacy Statement :: Accessibility Statement :: Refund Statement Under Flodda law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall Is this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The snore provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available N the public. To determine If you are a licensee under Chapter 455, F.S., please click here. product Approval Accepts: ENE M M securitvAt iiTA1cs' hops://floridabuilding.orglpr/pr_app_dtl.aspx?param= GEVXQwtDgtCUGgvJQiz6BPhSOGa/o2f386z9y2eta/o2blDRnWXEhsltEWyuQ%3d%3d 313 Engineering Evaluation Report L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville, NC 27023 434-688-0609 rllomas@Irlomaspe.com Manufacturer: MI Windows & Doors 650 West Market Street Gratz, PA, 17030 Product Line: Series 185 Aluminum Single Hung Window 36" x 84" — Impact Report No.: 513321 B 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 08-02545 revision B, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: E1729.01-109-47 signed and sealed by Michel D. Stremmel P.E. Architectural Testing Inc., York, PA AAMA/WDMA/CSA 101/I3.2/A440-08 Design pressure: t60.15psf Water penetration resistance 9.19psf 3. Test report No.: E1729.02-109-47 signed and sealed by Michel D. Stremmel P.E. Architectural Testing Inc., York, PA ASTM E1886-05 and ASTM E1996-12 ASTM E1886/ Ell 996 Large Missile Impact, Level D, Wind Zone 3 ASTM El886/ El996 Cyclic Load Test, t55.Opsf design pressure 4. Anchor calculations, report number 513321-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: t55.Opsf • Maximum unit size: 36" X 84" • Units must be glazed per ASTM E1300.04/09, according with glazing details in approval drawing. • This product is not rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be Aluminum 6063-T5. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document, 08-02545 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). 1of1 .dt�.e� *• RATOF 51 �tcw, 45FS:,�0R10P•��•e�: iNA 11��\\�� Luis R. Lomas, P.E. FL No.: 62514 10/02/2017 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. 8. FOR FIN INSTALLATION SHIM AS NEEDED. 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. 17. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 11 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN 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. DUCRI ON DaE n Pll rt REMISED ANCHOR SPACING h CHARTS 07/11/i6 R.L REMISED GU1SS 10/02/17 R.L. 15. 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. 16. 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 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. 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. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. 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=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS G — 10 INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 84"— LMI NOTES DN N: I ..D No. N.G. 08-02545 ' NTS Imm 12/09/2014 JSHe 1 OF 11 1I WODDFORI 11 COMPONENTS auaseacw SIGNED: 1211412017 Luis R. Lomas P.E. FL No.: 62514 8 M FIR. HEI 36" MAX FRAME WIDTH 16" 2" MAX I— —I —i 2" MAX D.C. / MAXO o / 4 4X 1ME GHT 4 X / 1 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW FLANGE&17NLESS INSTALLATION SEE CHART®f FOR SMALLER UNfTS REQUIRED ANCHORS 36" MAX FRAME WIDTH 16" 2" MAX MAX 2" MAX O.C. 2 16" OMAX / O.C. r U_ y 84" MAX FRAME / HEIGHT / / A x Hill 185 ALUMINUM SINGLE HUNG WINDOW DESIGNER EXTERIOR VIEW FLANGE& FINLESS INSTALLATION SEE CHARTSf FOR SMALLER UNITS REQUIRED ANCHORS DESIGNPRESSURERATING IMPACTRATING 155.0PSF LARGE MISSILEIMPACT MISSILE LEVEL D, WIND ZONE NOTES: 1. MAXIMUM SASH SIZE: 34. 1/2" X 35". 2. MAXIMUM SASH D.L.O.: 31 1/2" X 32 1/2" 3. MAXIMUM FIXED D.L.O.: 33 1/5" X 45" REASIGNS oESCRIPnoe DAM MPROV REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L REVISED Gt SS 10/02/17 R.L CHART #1 FLANGE & FINLESS INSTALLATION Number of anchor locations required Frame Frame Width in Height 18.00 1 24.00 1 30.00 36.00 (1n) Head Jamb Head Jamb I Need I Jamb Hand Jamb 24.00 2 3 3 3 1 3 1 3 3 3 30.00 2 3 3 3 1 3 1 3 3 3 36.00 2 3 3 3 1 3 1 3 3 3 42.00 2 4 3 4 3 4 3 4 48.00 2 4 3 4 3 4 3 4 54.00 2 5 3 5 3 5 3 5 60.00 2 5 3 5 3 5 3 5 66.00 2 5 3 5 3 5 3 5 87200 2 6 3 6 3 6 3 6 76.00 2 6 3 6 3 6 3 6 84.00 2 6 3 6 3 6 3 6 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 84"— LMI FLANGE AND FINLESS ELEVATIONS DRAWN: DWG No. N.G. 08-02545 NTS °Afr 12/09/2014 s"-2 OF it MR? L SIGNED: 1211412017 :E Luis R. Lomas P.E. FL No.: 62514 RMSIONS 2" MAX 36" MAX FRAME WIDTH 10" MAX 2" MAX 2" MAX 36" MAX FRAME WIDTH 10" MAX —I 2" MAX RM DESCRIP 04 A REVISED ANCHOR SPACING &CHARTS B REVISED GLASS DATE APPROVED 07/11/16 R.L 10/02/17 R.L O.C. O.C. 10" MAX 10" MAX CHART #2 FIN INSTALLATION G.C. 0 / O.C. 0 / M84"AX FRAME HEIGHT // M84"AX FRAME HEIGHT �/ Frame Height (Inj Number of anchorations Width(IIItl Frame ) 18.00 1 24.00 30.00 1 36.00 HBS Jamb H68 Jamb H8S Jamb HBS Jamb 3 3 3 4 3 5 3 5 3 5 4 5 5 6 /� 5 3 6 4 5 5 5 Q �11LJIr� 6 3 8 4 6 5 8 F42.003 6 3 6 4 6 5 6 7 3 7 4 7 8 3 8 4 8 5 7 5 83 8 3 8 4 8 5B38 3 9 4 8 583 9 3 9 4 9 5 9 SINGLE HUNG SINGLE HUNG 185ALUMINUM WINDOW 185 ALUMINUM WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW RNINSTALLA770M FININSTALLA77ON SEE CHART#2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART#2 FOR SMALLER UNITS REQUIRED ANCHORS DESIGNPRESSURERATING IMPACTRA77NG t55.OPSF LARGE MISSILEIMPACT MISSILELEVEL D, WINO ZONES INOTES: 1. MAXIMUM SASH SIZE: 34 1/2" X 36". 2. MAXIMUM SASH D.L.O.: 31 1/2" X 32 1/2" 3. MAXIMUM FIXED D.L.O.: 33 1/8" X 45" MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 84"— LMI FIN ELEVATIONS DRAWN: DWG NO. N.G. 08-02545 srxE NITS jbOE 12/09/2014 1SHEU3 OF 11 LRDSERTOLOMASP.E. H32 WODOFDRD RD LEWXVILLE, N4327629 434-6830609 Numar@Irlamay — SIGNED, 1211412017 1 Luis R. Lomas P.E. FL No.: 62514 1/2" MIN EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS 7 1/4" MIN. �MENT BACKER ROD 1/4" MAX. & APPROVED SHIM SPACE SEALANT #10 WOOD SCREW INTERIOR EXTERIOR I BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X iOUCK BY OTHERS SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR RNISHES, BY OTHERS, NOTSHOWNFORCIARRY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 RMSIONS DESCRI"ON DALE APPROVED REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. REVISED GVSS 10/02/17 R.L. 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE i 1 /2" INTERIOR MIN EDGE DISTANCE #10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD EXTERIOR & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED. 1211412017 MI D0WT 650MADEDOOR E,TLLC ``\`JS Vt.11 �10:hJ���� ENS�•'90,i GRATZ, PA 17030-0370 ` _*• 0 6��7tsW�'k= SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 84"— LMI FLANGE INSTALLATION DETAILS In E •aZ -y TAT OF • A!y` OWN: MG No. 8 5 ' 04� sow NTS 12/09/20144OF 11 Luls R. Lomas P.E. fL No.: 62514 LROSERTOLOM4SRE. 1I52WOODFORDRDLEWISWLLENC2703 431 89 09 �bnus®Irbmasp.mm 1/2" MIN EDGE DISTANCE METAL STRUCTURE BY OTHERS APPROVED SEALANT 1/4" MAX. SHIM SPACE REV 07CRIPTION OAif MPRWED A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. B I REVISED CfASS 10/02/17 R.L. 1/4" MAX. SHIM SPACE III ` #10 SMS OR #10 SMS OR SELF GRILLING SELF GRILLING INTERfOR SCREW SCREWS INTERIOR 12 MIN. EDGE DISTANCE EXTERIOR METAL EXTERIOR STRUCTURE BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL BACKER ROD & APPROVED SEALANT METE STRUCTUF BY OTHEF TILL TO BE SET N A BED OF 4PPROVED STRUCTURAL SEALANT 1/4" MAX. SHIM SPACE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOTSHOWNFORCLARITY. 2. PERIMETER AND JOINTSEALANTBYOTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 METAL STRUCTURE INSTAU A77ON MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 84"— LMI FLANGE INSTALLATION DETAILS I . N I V. No. 08-02545 NTS Imn 12/09/2014 sT' 5 OF 11 L ROBERTO LOMAS F.E. 1A02 WOODFORD RD LEWISVILLE, NC27020 0.0 8£ 606 Ob..@Llaresp . SIGNED: 1211412017 1 Luis R. Lomas P.E. FL No.: 62514 2 1/2" MIND�IISTCE CONCRETE/MASONRY EDGE BY OTHERS OPTIONAL 1X BUCK •a° a: EMBEDMENT SEE NOTES 3 — 7 SHEET 1 1/4" MAX. BACKER ROD SHIM SPACE & APPROVED SEALANT 3/16" TAPCON INTERIOR EXTERIOR 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS 3/16" TAPCON It 2 1/2" MIN. EDGE b DISTANCE REASONS NEV DESCRIPRON DATE APPROVED A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. B REVISED CUSS IG/02/17 R.L. ,I I� 1/4" MAX. SHIM SPACE INTERIOR \ EXTERIOR ` BACKER ROD & APPROVED OPTIONAL 1% BUCK SEALANT SEE NOTES 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETEMASONRYINSTALLATION BACKER ROD SILL TO BE SET & APPROVED SEALANT IN A BED OF NOTES: APPROVED STRUCTURAL 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, OPTIONAL 1X BUCK SEE NOTE 3 — 7 SEALANT NOTSHOWN FOR CLARITY, ZPERIMETERANDJO/NTSEALANTBYOTHERSTOBE SHEET 1 1/4" MAX DESIGNED INACCORDANCE WNHAS7M E2112 SIGNED: 1211412017 SHIM SPACE MI WINDOWS AND DOORS, LLC CONCRETE/MASONRY BY M OTHERS 650 WEzz \�VTt1L11iIII/// J•�VGE S�•giP�� GRATZ,S PA 17030 0370MARKETT • ° i SERIES 185 ALUMINUM SINGLE HUNG WINDOW =*.•A�O 66]�A'te�*: • • •.ti AT OF c ,° . FLANGE INSTALLATION DETAILS , We �0�•9 $� DRAWN:°a' owc rv0. B gEs:;ORLO. t� NGR 08-02545 'A//iONAiil0�\` VERTICAL CROSS SECTION sPxE Nis D^'s t 2/09/2014 SHE 6 of 11 CONCRETEIMASONRY INSTALLATION L. ROBERIO LOMASP.E Luis R. Lomas P.E. IA32WOODFGRO RD LEWISVILLE, NC27023 FL No.: 62514 1/2" MIN EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED 1 M MAX. SEALANT SHIM SPACE ` #10 WOOD SCREW INTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS ;ILL TO BE SET q A BED OF ,PPROVED ;TRUCTURAL ;EALANT 1/4" MAX. SHIM SPACE VERTICAL CROSS SECTION I WOOD FRAMING OR 2XBUCKINSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOTSHOWNFORCLARRY. P PERIMETERANDJOINTSEALANTBYOTNERSTOBE DESIGNED INACCORDANCEWITHASTME2112 reeasloxs OESCRIPIION -E I MPRWED REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L REVISED GLASS 10/02/17 R.L. 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE 1 1/2" MIN INTERIOR EDGE DISTANCE %/10 WOOD J SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2XBUCKINSTALLATION SIGNED: 12714/2017 MI WINDOWS AND DOOLLC 11 STREET `SR L0F�ssDMARKET `,\1:9 /�GRATZ, PA 17030-0370 •yS _*• 0 5J�/' SERIES 185 ALUMINUM SINGLE HUNG WINDOW �'ki FINLESS INSTALLATION DETAILS =y • SSTATEE Of 4+E i4o�S FCORIOQ: 6\�� DRAWN: Dwc xD. REV oe a ii7js/ONA11Ea`\�� Soz�eas ;wE DA,E NTS 12/09/2014 7 OF 11it Luis R. Lomas P.E. FL No.: 62514 L.RODERTOLOMASP.E YI2 WOODFORD RULEWISVILLE, NC27022 0.91388-0609 >II s�lrlamazne.mm METAL STRUCTURE BY OTHERS APPROVED SEALANT 1/2" MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE #10 SMS OR SELF DRILLING SCREW INTERIOR EXTERIOR SILL TO BE SET IN A BED OF APPROVED STRUCTURAL BACKER ROD SEALANT & APPROVED SEALANT Ij /4" MAX. IVF SHIM SPACE STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLA77ON NOTES: I 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOTSHOWNFORCLART: 2. PERIMETERAND JOINTSEALANTBYOTHERSTO BE DESIGNED IN ACCORDANCE KWH AS7M E2112 n D6LRI"N 041E MPRW A REVISED ANCHOR SPACING & CHARTS 0]/11/16 R.L B REVISED GLASS 10/02/1] R.L. 1/4" MAX. SHIM SPACE #10 SMS OR SELF DRILLING INTERIOR SCREWS 1/2" -- MIN. EDGE DISTANCE 1 EXTERIOR - METAL BACKER ROD STRUCTURE & APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTUREINSTALLA77ON MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 84"— LMI FINLESS INSTALLATION DETAILS OMWN: owc No. N.G. 08-02545 3P NTS — 12/09/2014 SHE-8 OF 11 SIGNED: 1211412017 Luis R. Lomas P.E. FL No.: 62514 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE *NOTES 3 — 7 SHEET 1 1 1/4" MIN. EMBEDMENT BACKER ROD & APPROVED SEALANT 11 lot � 3/16" TAPCON INTERIOR EXTERIOR 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS •c 3/16" TAPCON b a 2 1/2" MIN. EDGE DISTANCE RNSION5 D6MIPNON I pFfr I MPRP REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L REVISED GLASS 10/02/17 R.L OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL SILL TO BE SET CONCRET&WSONRYINSTALLATION BACKER ROD IN A BED OF APPROVED & APPROVED STRUCTURAL SEALANT SEALANT NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, OPTIONAL 1X BUCK 1/4" MAX, NOTSHOWN FOR CLARITY. SEE NOTE 3 — 7 F SHIM SPACE 2.PERIMETERAND JOINTSEALANTBYOTHERS TO BE SHEET 1 DESIGNED INACCORDANCE WITHASTME2112 SIGNED: 12/14/2017 CONCRETEBY M1 WIND E,T LLC OTHERS 4 ', e EDOOR 650DOWE5T MARTWS ````J\S1I�111I�0 ENSF'9sy • GRATZ. PA 17030-0370 ` r•.'NC °•, ; d.• °- • • •• • SERIES 185 ALUMINUM SINGLE HUNG WINDOW =*• 0 6 f% a 36" X 86"- LMI FINLESS INSTALLATION DETAILS OE OF ���,: DRAwN: Dwc ND. REV �i��'�s(°<OR1Di" VERTICAL CROSS SECTION CONCRETEJMASONRYINSTALLATION N.G. OB 45 B //)/40NAj1E�X�`� s02 wfr NTS 12/09/2014 9 OF 11 LRO6FRIOLOMASP.E IaS2WO0DFORDRDf SV¢ FUl3BBd609 Luis R. Lomas P.E. ,,NC2= �IlOmes®IrlanaspemmAk 62514 to APPROVED SEALANT BEHIND FIN I 7/16" MIN EDGE DISTANCE rrm 1 1/4" MIN. EMBEDMENT WOOD FRAMING BY OTHERS 7� /4" MAX. SHIM SPACE Q8 WOOD SCREW REVISIONS DUMIPRON O m 1 MPRO REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. REVISED GLASS 10/02/17 R.L WOOD FRAMING ,.{ 1/4" MAX BY OTHERS � � SHIM SPACE �8 WOOD / SCREW 1 1/4" INTERIOR MIN. EMBEDMENT EXTERIOR 1- INTERIOR APPROVED SEA ANT BEHIND FIN 7/16" MIN EXTERIOR EDGE DISTANCE 7/16" MIN EDGE DISTANCE #8 WOOD SCREW APPROVED 1 1/4" MIN. EMBEDMENT SEALANT BEHIND FIN ! VERTICAL CROSS SECTION 'WOOD FRAMING OR 2X BUCKINSTALLATION JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1/4" MAX 1. INTERIORANDEXTERIORRNISHES, BYOTHERS, SHIM SPACE NOTSHOWNFORCLARITY. 2. PER/METERAND JOINT SEALANTBYOTHERS TORE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1211412017 I n WINDOWSD LLC 650 WEST MA ET STREETWOOD BNs�.'4s �� FRAMING GRATZ. PA 17030-0370 ` y,•��O BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW _*•// A•60yy66��6 *_ 36" X 64"- DE FIN INSTALLATION DETAILS �A1{yy7(AfjT a` -y, SiiATM OF DRAWN: Dwc rvD. RU %�'n�s;70R10P 8 B At ANTS D"� 12/09/2014so �10 OF it5 1E����� LROSERFOLOMASP.E fI32l RORDRDL SWLLEN02T Luis R. Lomas P.E. FL No.: 62514 a4-sW-0ss9 Alon�es�trlarr�Rspe.com 2 3/16" 13I/lfi' J� FLANGE FRAME HEAD CM-18501 ALUMINUM 6063-T5.050' THICK 2 5/16" —I 3 3/8" FLANGE FRAME SILL CA448502 ALUMINUM 6063-T5.055'THICK 2 3/16' FLANGE FRAME JAMB CM-19503 ALUMINUM 6063-T5.050'THICK 2 5/16" FINLESS FRAME SILL CM-18554 ALUMINUM6063-75.055-THICK T- 2 ,3/u16" 1 51 �FINLESS FRAME HEAD CM-16553 ALUMINUM 6063-75.050-THICK 2 5/16" 1 3/4" FIN FRAME SILL CM-18509 ALUMINUM 6063-T5.055' THICK —{ 1 3/8�— 2 3r/16' I� FINLESS FRAME JAMB CM-18513 ALUMINUM GOO-T5.050-THICK 2 3/16" 5/16" FIN FRAME HEAD CM-16508 ALUMINUM 6063-T 5.050' THICK 1 7/16" 2 3/8" F r—.{ 1 5/8" r r6'[f 1 1/8" I 2 52 3/16" E7 L161 LOCKRAIL/STILE SASH BOTTOM RAIL MEETING RAIL FIN FRAME JAMB CM-16505 CM-18555 CM-18504 CM-18510 ALUMINUM 6063-T5.062'THICK ALUMINUM 6063-T5.050'THICK ALUMINUM 6063-T5.055'THICK ALUM/NUM 6063-15.050'1N/CK 1" GLAZING BEAD I CM-18535 RIGID PVC.050'THICK 15/16" T JASH STILE CM-18507 ALUMINUM 6063-75.050'THICK PEV `Mcaivno. nsrE 7a 0 A REVISED ANCHOR SPACING h CHAR,S 07/11/i6 R.L B REVISED GLASS 10/02/17 R.L. 5/8" 1/8" ANN. 3/32 ANN. .090 PVB BY KURARAY 3/32" ANN. EXTERIOR METAL REINFORCED BUTYL SPACER J'ER IOR 1/2" BITE SILICONE SEALANT SETTING BLOCK GLAZING DETAIL SIGNED: 1211412017 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 36" X 84"— LMI COMPONENTS ORAWN: OWG NO. I REV N.G. 08-02545 B ll ^ NTS Iw'c 12/09/2014 lane" 11 OF 11 1 fI92VrVDOTORD RDLEWISVILLE, NC27023 I Luis R. Lomas P.E. 4seaeeasas nlomza(yrnomaspe.rom FL No.: 62514 1/3/2019 Florida Building Code Online 0 c• EMS Home I Log in I. User Registration I HotTopics Submit Sumhar,e State 4 Facts Publications I canted Us BOS Site Map links Se.m, C 19�t���lt//�kk'�v�\\\��/\\\1 rw) •�f Product Approval_! USER: Public User FILE C®PY Product AaAmval Menu > Pmdud or AIRICation Search > Application tist> Application Detail FL # F122401 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 p Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Ilrich, PE 2 Validation Checklist - Hardoopy Received Referenced Standard and Year (of Standard) Standard AAMA 506 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 301/I.S.2/A440 ASTM E1886 ASTM E1996 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted _ 06/08/2017 Date Validated 06/21/2017 Date Pending FBC Approval Date Approved 06/29/2017 SCANNED BY St. Lucie County Year 2011 2008 2011 2005 2012 FL # I Model, Number or Name I Description https://floddabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQWtDgvL7WPh33iXNArQsTefSbJhlguVhm!CXz6x5c7pYuRcxw%3da/o3d 1/2 1/32019 Florida Building Code Online 22401.1 Series 120/130/140 Aluminum Sliding Glass Door Series 120/130/140 Aluminum Sliding Glass Door - Non -Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL22401 RO C CAC 16368.ptj Approved for use outside HVHZ: Yes FL22401 RO C CAC 16371.Ildf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 02/02/2022 Other: Refer to Installation Drawing Installation Instructions FL22401 RO 11 08-0308TOdif Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports FL22401 RO AE 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.pg 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.pdf Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports FL22401 RO AE 513978 p ff Created by Independent Third Party: Yes 22401.3 Series 1201130/140 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 pdf Approved for use outside HVHZ: Yes FL22401 RO C CAC 16370 puff 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.p0f Approved for use outside HVHZ: Yes FL22401 RO C CAC16373.pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 12/19/2021 Other: Refer to Installation Drawing Installation Instructions FL22401 RO TI OS-03088 pdf Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports FL22401 RO AE 513977.pdlf Created by Independent Third Party: Yes Back next contact Us :: 2.601 Blair stone Road, Tallahassee FL 32399 Phone: 850-487-1814 The State a Florida is an AA/EEO employer. Qgyji9ht 200)-2013 State o/Flodda:: Privpc Statement:: Acressibm Statement:: Refund Statement Under Ronda law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 650.487.1395. *Pursuant to section 455.275(1), Florida statutes, effective October 1, 2012, lirensees licensed under chapter 455, F.S. must provide the Department with an email address If they have one. The ¢mails Provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public, To determine if you are a licensee under chapter 455, RS., please click beal-. Product Approval Accepts: 5E 4M ---Credit Card — Safe SCCVrIl)',1lF.TRICS hftps:/Ifoddabuilding.org/prfpr app_dtl.aspx?param�GEVXQwtDgvL7WPh33iXNAtQsTefSbJhl9uVhm!CXzgx5c7pYuRcmw/o3d%3d 2/2 L. Roberto Lomas P.E. 1432 Woodford Rd. Lewisville NC, 27023 434-688-0609 Rllomas@Irlomaspe.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 - Impact Report No.: 513975 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 current Florida Building Code. Supporting Technical Documentation: 1. Approval documents: drawing numbers 08-03086, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Report No.: 1196.01-106-11 signed and sealed by Michael D. Stremmel, P.E. Molimo. LLC, York PA. AAMANVDMA/CSA 101/I.S.2/A440-08 Design pressure: ±55.13psf Water penetration resistance 2.92psf (standard sill) Water penetration resistance 8.36psf (2 5/8" sill extender) Water penetration resistance 9.82psf (3 1/2" sill extender) 3. Report No.: 1196.02-106-11 signed and sealed by Michael D. Stremmel, P.E. Molimo. LLC, York PA. AAMA 506-11 ASTM El886-05 and ASTM E1996-12 ASTM E1886/ E1996 Large Missile Impact, Level D, Wind Zone 3 ASTM El886/ E1996 Cyclic Load Test, ±55.0psf design pressure 4. Anchor calculations, report number 513975-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: ➢ +15.0/-55.opsf (standard sill in areas where water penetration resistance is required) ➢ ±55.Opsf (2 5/8" and 31/2" sill extender in areas where water penetration resistance is required) ➢ ±55.Opsf (standard sill, 2 518" and 3 1/2" sill extender in areas where water penetration resistance is not required) • Maximum panel size: 48 5/8" x 93 1/2" • Approved configurations: OX, XO, XX, OXXO, PX, XP, PXXP, PIX, XIP, PIXXIP, XIX, OIX, XIO, PIIX, XIIP, XIIX, OIIX, XIIO, PIIIX, XIIIP • Units must be glazed per ASTM E1300-04/09. See installation instructions for glass details. • This product is not rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame material to be Aluminum 6005-T5. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document 08-03086. 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 ��N�S R �1 i � J 0,r 1 ' STATE OFF o�FS' 0 R1DP.G�\� y/is�ONAl- Luis R. Lomas, P.E. FL No.: 62514 O6/06/2017 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 PRDPERLY TIANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCREE 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 PUBUSHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY IWO 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 PUBUSHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERALS 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 SHAD. EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROWOED. B. MR FRAME INSTALATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STALK TO BE 1/4-. 9. SHIMS SHALL BE LOCATED, APPUED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD OURATON FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CN.CUUTIONS. 11. FRAME MATERIAL• EXTRUDED ALUMINUM 6005—T5. 12. UNITS MUST BE GIAZED PER ASTIM E1300-04/09, SEE SHEET 24 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTNE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WHO BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FRAME INTO WOOD FRUAWG OR 2X BUCK USE 114 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8' MINIMUM EMBEDMENT IWO SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. PUN MEWS INSTALLATION DETAILS GLAZING AND SILL RD ITy - ICGlTO 15. FOR ANCHORING THROUGH FRAME INFO 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 DRIWNG 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 GRAINY OF C•0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTIR C90 WITH Fm=2,000PSI MINIMUM. 0. META STRUCTURE: STEEL 18GA (.048') FY=33KSI/FUm52KSI OR ALUMINUM 6063—T5 FU-30KSI .048' THICK MINIMUM 19. APPROVED CONFIGURATIONS: OX, XO, XX. 000, PX. XP, PXXP. FIX. RIP, PIVIP, AX. 01X. XIO. PIIX, XIIP, XIIX, OHM, XHO, PIIIX, XIIIP 20. DOOR ASSEMBUES INSTALLED IN AREAS WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 00 NOT REQUIRE WATER INFILTRATION RESISTANCE OVERHANG RATIO - OVERHANG LENGTH/DVERHANG HEIGHT. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET FiA:O}Y i00R — IMPACT NOTES SIGNED: 06/1412017 WM R. Lomas P.E. FL ND.: 62514 a fi I I— MAX O.C. 5' MAX 1L. 46A6% MAX O.C. HHOCK 191' MAX FRAME WIDTH 6' MAX j O 00 ILA SERIES 120ALUMINUM SLIDING GLASS DOOR-IMPACT2,3, S 4120ALUMINUM SLIDING GLASS DOOR- 3, 4TRACK/0� EXTERIOR VIEW MLESS A FIANGE INSTA TION WRN STANDARD SQL OENRWPRESSUREHATQA WPACTMTINO ♦15.01-550PSF IMGEANDSIOLL MISSREWACT DESIONPRESSUREMM'G WACTRATWG 1550PSF LAHaEAHO SMMI. MISSQELMPACT MISSIIE IEVELD,WINOZONE3 MISSQf LEVELD,WINDZDNE3 WHEREWATERPENE]RARO.NRESISTANGEXREQU1RM WHEREEATERPENETMIIWIRESISTARCEISREOUIREO WRN3TANOAROSQL.236'431?=07ENOERS NOTEs 1. MAY&MWDLO: Q"'x8S'+831? P. MAMMUM D.L0.:10YA•ABST2' OE3IGNPHE3 RE]M17AG IMPAOTRATCHL 1550PSF WVGEANDSMAM. MISSQEIMPACT MISSIIEIEVELD, WINDZ ES WHEREWA]ERPENETNA] NESISTANCEISNOTREQUIRED I nv I Mvxvnxr I w1e I Agamm 1 HIaXH: UNb•rlBlx anb O1 ANCHORS wmnt.LmAm .m mA ..be imn �n mFnme mum PER LOCATION Fnm• wlam SEE CHARTS Ib1BM11 uH mw ]xao Baao 11. +2 & 03 N MSS Jamb XxS JnmD Mx5 Jamb 1X65 Jamb XxS Jamb FOR NUMBER eaBo a s a s s s e s ] s OF LOCATIONS uaB ♦ b a a fi 8200 ♦ S i 8 fi B 8 8 8 B6M ] ♦ ] 5 ] 6 ] ] ] R.S. Oua4 Mnlb�lwa •n.b NwlD.roleMDealWtlonanyulrotlL ' pHlouOan) Fnm• Fnm•WIdN n IbIpM LO 6fl 00 IBLPo (In) N63 Jamb Hb]3flJamb H63 Jamb Nbt9 amD N63 Jamb BAW ] fi S fi 1Y fi 11 fi 13 9 µL0 ] B e 8 10 8 11 8 13 S WM ] B 9 B 10 8 It 8 1] B 86H ] ] S ] 10 ] It ] t3 ] MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GUTZ, PA 17030 SERIES 110/130/140 ALUMINUM SLIDING GLASS DOOR — IMPACT SIGNED: 061142017 Luis R. Lamas P.E. FL No.: 63514 191' MAY FRAME WIDTH 6' MAR 16' r I�r MA% R.C. 6' TMAR I I I I I 16' 96' I MAR O.C. MAX FRAME HEIGHT I I POCKETUNDER BEPAUTE lPPRDVAL I TOBEREVIEWEDBY I BUILDING OFFlCfiLL I L- I 6' MAR 0/0 L40 J/ SERIES 120 ALUMINUM SLIDING GLASS DOOR - IMPACT2. 3. S 4 TRACK (PMIP) FXIERIOfl VIEW FWIESS AFLANGE WSTAIUTIONWIMHOOKSDLP WTI STAND DSU DESIGN PRESSUHEMRNGI TPACTARTIhO t1501-550PSF WTOEAAIDSMAL AVSSILEIMPACT WTIZSTe 3WSRLEYIENOERS OESIfJI PRESSUREMIINO WPACTRATWG t55OPSF WICEANosMAu uOSAEMPACT MISSILELE AWINOZCNE3 M16SILELEVELO,WINO20NE3 MERE WATERPENETRAP RESISTANCEMRE0U1RE0 WNEREEATERPENETRAT NRESISTANCEL-RE-UIRE0 NOTES: 1, M4XIMUMPmas=1 W'A33MY z. MAMMUMOI-0.:4053'1&512' wrT sOwoaRO slit, z sa' e s lr<sru EAT FNOEfls I --RA— IMPACTRAPN3 S550PSF LMTCEAxosewt. MISSREIMPACT MISSILETEYEL O, WINOZl3NE3 WNEREWAMR PENETRATION RESISTANCE IS NOT SEOUIREO I My I oczwmox I nrz I NM1TC1ffl 1 NOOK STRIP (1) ANCHOR PER LOCATION SEE CHART #1, A2 c #3. SHEET 2 FOR NUMBER OF LOCATIONS CPOCKET TINDER SEPAMTEAPPROVAL 1 TOBEREVIEWEDBY BUIUDINO OFFICIAL HEAD AND SILL (2) ANCHORS PER LOCATION. SEE CHART Ill. #2 M ®3 FOR NUMBER OF LOCATIONS MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — IMPACT 08-03086 OF 24 SIGNED: 061142017 L.I. R. L0ma3 P.E. R NO.: 62514 I .n I osrnvmx I .rz I .=r.vm E ioPOCKET XIP (PIX OPPOSITE) POCKET POCKET PXXP 3h r POCKETJ��r'==ia�_r 1 r .••. MID PONE r r - J � J MIX OPPOSITE)VT LAYOUTS SHOWN AS REFERENCE ONLY. PANELS MAYBE MIXED & MATCHED AS NECESSARY 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 120/130/14D ALUMINUM SLIDING DS-03086 OF 24 SIGNED: 061142017 Lul. R. lnmoa P.E. EL No.: 62514 a�GW� 5/8' MIN. xFv oF3PPIN wrz ANRvm a WOOD FRAMING EDGE DISTANCE OR FX BUCK BY OTHERS 1 3/8' MIN. EMBEDMENT 1 3/8' All III��� 1/4' MAX. EMBEDMENT I BHIM SPACE BACKER ROD 1/4' MAX. ME I NTER0R h APPROVED SHIM SPACE 5/8' SEALANT MIN. 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IN/PFbHANO EXTERIOR FINISHES DYOBIERS NOTSIIOWNFORCGRRY. 4 • ' MIN 2 PFAwETEflANOJOIMSEALWEBYOlfffRSTO BE MIN a"• OESIGNmwACCOROANCEWRI/ASTVEtIIz SEPA2ITION INTERIOR 1/4• TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4' MAIL F SHIM SPACE ..A. .. 1 1/4' MIN •' + ;'•, .'„•�., . • EMBEDMENT _4 7/I5• MIN 1 7/8• MIN SEPARATION �— EDGE DISTANCE —' VERTICAL CROSS SECTION CONCREI6hOLRONAY w3TAl1 AT 10N 1/4' TAPCON CONCRETERY BY Y OTHERS BACKER ROD OPTIONAL 1% BUCK & APPROVED SEE NOTE 3 T SEALANTSHEEE P 1 JAMB INSTALLA77ONDI5TAIL CONCREiERMSONRYw AUATKW SIGNED: O6/742017 M 650DOWS AN WEST MARKET ` ET STREET DOORS LLC ```\\S lR ll`O GRAB, PA 17030 ��.J••��G EN9F SERIES 120/130/140 ALUMINUM SODING •• 0 6 +Y= GLASS DOOR — IMPACT y�/m 3 TflACK FLANGE INSTALLATION DETAILS �P. A7 OF ,;W� WT. R. W... P.E. FL No.: 62514 WOOD FRAMING OR 2K BUCK BY OTHERS BACKER ROD k APPROVED SEALANT EXTERIOR BACKER ROD h APPROVED SEALANT WOOD FRAMING OR 2K BUCK BY OTHERS M e' MIN [—SHIM MAK. D)MEHT I SMIM SPACE INTERIOR 114 WOOD EXTERIOR u 1 \ NOTES 1. YNERIOWNO EJRERIOfl FlNISNES BYOTHERS NOIMETERAYD OINTSE L PEAIMETEfl ANO JOIMSEALIMBYOINEfl6TO RE #14 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4' MAX SHIM SPACE ' MIN EMBEDMENT 5/6' MIN VERTICAL CROSS SECTION EDGE DISTANCE NOOO FRAMPIOORLYBUOK WSTAIIARON BACKER RODS JAMB INSTALLATION DETAIL k APPROVED Hppp IRANINOOH 2YBULKN51AllATTON SEALANT SIGNED:OSI 2017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — IMPACT 4 TRACK FLANGE INSTALLATION DETAILS Lula R. Lomas P.E. FL NO.: 62514 META STRUCTURE BY OTHERS I BACKER ROD & APPROVED SEALANT EXTERIOR {��I 5/8' MIN. I EWE DISTANCE I 1/4' MAX. IVI SHIM SPACE #14 SMS OR SELF ORIWNC SCREW INTERIOR .I 1/4' MAX. SHIM SPACE 5/8. Y —Niles— IN2AlOR MIN. III II EDGE DISTANCE #14 SMS OR SELF DRIWNG SCREWS META STRUCNRE BY OTHERS EXTERIOR NOTES 1. INTERIOR AO EXI EMOR MNISHEA BYOTHERA NOTSHOWNPORCLARRY. 2 PERIMETERANDJ NTSEAIANTBYOTHERSTOB£ #14 SMS OR DESIGNEDINACCOROANCEMMASTMEZ112 SELF GRILLING SCREW SILL TO BE SET N A BED OF APPROVED SEALANT BACKER ROD JAMB INSTALLATION DETAIL & APPROVED bETALSiAUC1UREWSTAL1ATTdV SEALANT BACKER ROD & APPROVED SEALANT 1/a' MAK. S/GNED:Ofi/142017 SHIM SPACE MI RS LLC I1LlOA'A, 650OWEyST MARDET STOREET `\```\STIR CPAR, PA I7030 `y •�AOBNS`••.•✓UI SERIES 120/130/140 ALUMINUM SLIDING *• 0 5 •*c JL SS DOOR - IMPACT 4 TRACK FAUONNGEo INSTALLATION DETAILS TAT OF pp� E 5 5/8' MIN. BSY ,_ by VER77CAL CROSS SECTION EDGE DISTACE METALSTRWTUNEINSTALLITICN Lula R. Lomaa P.E. FL No.: 62514 D 4 7/16' MIN 1 7/8' MIN. CRETE/MASONRY SEPARATION EDGE DISTANCE . BY OTHERS a.. SHEEP BACKER ROD h APPROVEO SEL T EXTERIOR 11/4' MAX. IVI SHIM SPACE 1/4' TAPCON NOTES: 1. WTERpflAND E.YTENIOflfWASHES, BYOlNEflS. NOiSHONNHM GLNIFY. 2 PEBINETERANOAINiBEWWFBYOMERSTOHE OFSIGNEOWAfiLOBOANL'E WRHASTN F1113 INTERIOR 1/4' TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT BALKER ROD 1/4' MAX. N APPROVED SHIM SPACE SEALANT OPTIONAL 1X BUCK SEE NOTE 3 — 7 SHEET 1 tee. '�"a' T' 1 1/4' MIN EMBEDMENT °4 •1 CONCRETE/MASONRY 7/16- MIN 7/8' MIN BY OTHERS SEPARATION EDGE DISTANCE 1 1/4' MIN. EMBEDMENT 1 7/8' MIN. EDGE DISTANCE 4 7/16' MIN EPARATON 1/4' TAPCON x CONCRETE/MASONRY BY OTHERS OP110NAL 1X BUCK - SEE NOTE 3 - 7 SHEEP 1 1/4' MAI(. SHIM SPACE BACKER ROD k APPROVED SEALANT MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR - IMPACT 4 TRACK FLANGE INSTALLATION DETAILS 08-03086 . I N5A0.ID 1 EXTERIOR SIGNED: 061142017 1 LUIS R. L UP.E. FIL NR.: 6x51! WOOD FRAMING #14 WOOD WOOD RUMWG 14 WOOD OR ]K DUCK BY OTHERS SCREW OR ZK BUCK BY OTHERS SCREW 5/e' MIN. 5/8' MIN. EDGE DISTANCE HOOK STRIP EDGE DISTANCE HOOK STRIP JI- INTERIOR INTERIOR PANEL INTERLOCK r- PANEL INTERLOCK EXTERIOR HOOKSTRIP(M-2533) INSTALLATON ueucraxmuRUMINo METAL STRUCTURE BY OTHERS #14 SELT DRIWNG SCREW EI HOOK STRIP INTERIOR EXTERIOR HOOKSTRIP (M-25331 INSTALLATION METALSTRUCTURE EXTERIOR HOOK STRIP (M-2534) INSTALLATION uauGKrAmD 'A,G METAL STRUCTURE :T Bl OTHERS /14 SELF DRIWNCI MIN. STANCE HOOK SR INTERIOR INTERLOCK 5MIN. EDGEE DISTAN NOTES I.IMFAIOHAAD EATDiIOfl FLWSIIES aYOTNENH 2NOPTSHDWNRANDJO Y. BYOThERS TOBE OESJGNEDINACCORMCWEWASTMFE2IJT U MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET PANEL INTERLOCK I GRATZ, PA 17030 SERIES 120/130/140 ALUMINUM SLIDII GLASS DOOR — IMPACT HOOK INSTALLATION DETAILS EXTERIOR HOOKSTRIP IM-2534) INSTALLATION METAL STRUCTURE SIGNED: 06T142017 Luls R. Lomas P.E. FL No.: 62514 flfrt4M1 an Y 1 BED MIN. 1 1/4' MIN. EMBEDMENT EM8EDMEIT 1K BUCK BY OTNERS, IX BUCK BY OTHERS. IX BUCK TO BE IX BUCK TO BE PROPERLY SECURED PROPERLY SECURED MASONRY/CONCRETE MASONRY/CONCRETE I/4' TAPCON BY OTHERS 1/4' TAPCON BY OTHERS HOOK STRIP 1 3/4' MIN. HOOK STRIP 1 3/4' MIN.i EDGE ANCE 'i EDGE DIBTMCE INTERio —IL INTERIOR —}3/4' I �3/4. PANEL INTERLOCK PANEL INTERLOCK EXTERIOR EXTERIOR HOOKSTRIP(M-2533)INSTALLATI0N HOOKSTRIP(M-2534)INSTALLA77ON MABONRYA%AYCREIE MASONRY/CONCRETE 312'SILL EXTENDER 2&B'SILL EXTENDER 1 1/16' ALUMINUMM0 T5.lI -MICK ALUMINUM60IULTSABTTNICK 3/16- TEMP 3/16- ANN .100' HP PVB BY EASTMAN EXTERIOR 3/16- ANN STAINLESS STEEL INTERIOR SIGNED: 06/142017 BOX SPACER ALUMINUM MI WINDOWS AND DOORS LLC ALLLL11111/oAA GLAZING BEAD 650 WEST MARKET STREET `p,N6 R•,L �O� SNCONE SEALANT GRATZ, PA 17030 ` yyYOENyF: pji�i� 3/4' BRE SERIES 120/130/1 d0 ALUMINUM SLIDING* o 61�Y<= GLASS A DOOR -IMPACT =y �(.Iptp� GLAZING AND SILL RISER DETAILS �p • ATE GLAZI AIL RR .�.� arz ,.. •.. .. S. 08 03 86 ,.� .. 11NAL1E�J��� Luln R. Uman P.E. FIL No.: 62514 1/3/2019 Florida Building Code Online U dl� I u° t• r r�Ib if rA 8015 Hpme Log In User Registrzeon ' Hot Topxs Submit 5umharge Stats & Facts Publioations l ContaR Us BOS Site Map Links Search Florida product Approval SCANNED BY��ulUm ��r St. Lucie County Produa Apyroval Menu> Product o,A Spc, r, Search > Application Cs[ > AIPH.aon Detail FL# FLR4 FILE COPY Application Type Revisionvision Code Version 2017 Application Status Approved Comments Archived p Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerri_eden@tamko. com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Kerr! Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kemi_eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/18/2021 Validated By Locke Bowden P.E. J Validation Checklist - Hardtapy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard ASTM D 3161 ASTM D 3462 ASTMD D 7158 TAS 100 Equivalence of Product Standards Certified By Sections from the Code 0 .4 2017 F C Eval port Shin I s! Lg-df Year 2016 2010 2011 1995 Approved Testing lab FLIS355 R4 Equiv UL letter for standards for FBC 2017 gdf Product Approval Method Method 1 Option D htips9/floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKzDl M2Xu9wuWmY6PQIJlukQ%3d%3d 112 1/3/2019 Florida Building Code Online Date Submitted 09/25/2017 Date Validated 09/27/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products FL At Model, Number or Name Description 18355.1 Glass -Seal, Elite Glass -Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage,. Heritage. Premium,. Heritage Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL18355 R4 II TBP15001.4 2017 FBC Eval RepO�gLes fif�Rdf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL18355 R4 AE TBP15001.4 2017 FBC Eval Report Shinges 1 pUl f Created by Independent Third Party: Yes Back Ne# Contact Us :: 2601 Blair Stone Road. TalldM1assee FL 32399 Phone: 850487-1824 The State of nonda is an AA/EEO employer. vdaht 2007-2013 State of Florida.:: Privaw Statement :: sty Statement :: Refund Statement Under nonda law, email addresses are public records. If you do not want your e-mail still released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address if they have one. The emails an email address which Can Product Approval Accepts: x_k M S2GtIP11F'nl!"T1<1CS' htips://Voridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADquvosrHazGXQW83MPT3uofKzDl M2Xu9wuWmY6PQIJIukQ%3d%3d 2/2 162019 Florida Building Code Online r BUS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats&Facts I PubllcsUons I Contact Us I BUS Site Map ❑nks Search Wd �7 Product Approval p� g USER: Public User 9 Prv�ODroval Menu > Pmtlutt or Application Search> appliwUpn ❑sf a APPII<aaon Detail e - FL * FL16048-R6 Application Type Revision Code Version 2017 Application Status Approved FILE COPY SCANNED Comments BY Archived o St. Lucie County Product Manufacturer Tri-Built Materials Group, LLC Address/Phone/Email PO Box 70 Rutherford, NJ 07070 (800) 516-1485 david.mTz@tr*ibuiltmg.com Authorized Signature David Ruiz david.miz@tr*ibuiltmg.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201) 842-2449 david. ruiz@tribu i Itmaterialsgmup. com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W. Knezevich, PE 9 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL16048 R6 COI 2017 O[ COI Nieminen pdf Standard ASTM D1970 ASTM G155 FM 4474 FRSA/TRI April 2012 (04-12) UL 1897 Year 2015 2005 2011 2012 2012 Product Approval Method Method 1 Option D httpsl/floddabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQwtbgtFPmdYiNDWnxipmlAnR8jv9FYHTk4FLCxcgVlRhfvMw%3d%3d 1/2 1/3/2019 Florida Building Code Online Date Submitted 09/25/2017 Date Validated 10/01/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 8unmi of Products FL S Model, Number or Name Description 16048.1 TRI-BUILT Roof Underlayments Self -adhering, modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use In HVHZ: No FLI6048 R6 11 2017 09 FINAL ER TRI- Approved for use outside HVHZ: Yes BUILT UNDERLAYMENTS FL16048-R6 pdff Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-150 Created by Independent Third Parry: Yes Other: 1.) The design pressure noted herein pertains to use of Evaluation Reports foam -on the systems overtop the self -adhering underlayment FL16048 R6 AE 2017 09 FINAL ER TRI- for one particular application. See ER Section 5.6.4 for details. BUILT UNDERLAYMENTS FL36048-R6.pdf 2.) Refer to ER Section 5 for other Limits of Use. Created by Independent Third Party: Yes flack —11 CortSt US:: 2601 alal, Stone Road, Tallahassee FL 32399 Phone: 850-087-1824 The State of Florida is an ANEEO employe'. LWAr9ht 2007-2013 State of Florida.:: Privacy Statement:: Accessibility Statement:: Refund Statement Under Florida law, email addresses are public records. Ifyou do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the once by phone or by traditional mall. If you have any questions, please contact 850.487.1395.'Pursuant to Sectlon 455.275(1), codes statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addreses 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 hd-. Product Approval Accepts: M W-4 ® M RM 'r e Se,GUriv ILTRICs' hftps9/foridabuilding.org/pr/pr_ppp_dtl.aspx?parim=wGEVXQwtDgtFPmdYiNDWmipmtOknR8jvgFNHTk4FLCxcgVtRhfvMw%43d%3d 212 102019 Florida Building Code Online f 0 s'1 1 ire . BUS Home Log In User Registration Hot Topics Submit surcharge State &Faces Publications I Contact Us BUS Site Map ❑nks Search Q HfID/iU0 pr - product Approval gUSER:roduublic User P of Cd Apyroval Menu> Qiotluct or Application SearcM1 > Application List Search Criteria FILE COPY Refne Search SCANNED Code Version 2017 FL# BY 20468 Application Type ALL Product Manufacturer 1 St. Lucie ALL Category ALL Subcategory County ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL axis—e oea..us, _ A....r....Ft— FL# Type Manufacturer Validated By, St— —.— FL2D468-R3 Revision Therma-Tru Corporation Ryan J. King, P.E. Approved History Category: Exterior Doors (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies ..,., vv .o-r — a.'y .1 --na unnilacessary. Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 8S0-487-1824 The State of Florida is an AVEEO employer. Fir 2007-2013 Stated Floritla::Pr;vacy Statement:: Accessibility statement:: get Under Floritla law, email addresses are public records. If you do not want your e-mail address released in response to a public -mounds request, do not send electronic mail to this entity. Instead, contact the once by phone or by traditional mail. If you have any questions, please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida Statues, effective October 1, 2012, licensee licensed under Chapter 455, F.S. must pmyide the Department with an email address if they have one. The ¢mails provided may be used for official communication with the licensee. However email addresses are public record. It you do not wish to supply a personal address, please provide the Department with an email address which can be made available fo the public. To determine if you are a licensee under Chapter 455, 65., please click here . Product Approval Accepts: ®'.— OF R�Fml its,_ if SfCllill}'TIE fItICS https://floridabuilding.org/pr/pr_app_Ist.aspx 1/1 Category SuloCategory. Manufacturer Product Name Swinging Therma Tru Corporation Fiber-Classloand Smooth-Star Exterior Exterior Door 118 Industrial Drive Composite Edge Opaque Fiberglass Single Doorw/ Sidelites Doors Assemblies Edgerton, OH 43517 Inswing/Outswing Phone 419.298.1740 "Impact" Scope., This is -.a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. for Therma Tni Corporation based on Rule Chapter No. 61G20-3,.Method 1 D of the State of Florida Product Approval, Department 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 or stucco. 3. When used in areas requiring wind borne debris protection this product complies with FBC Sections 1609.12 & R301.2.1.2 and does not require an impact resistant covering. This product meets missile level "D" and includes, Wind Zone 4 as defined in ASTM El 996 and FBC Sections 1609.1.2.2 & R301.2.121. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-204682 require further engineering analysis by a licensed engineer or registered architect 6. Fiber -Classic & Smooth -Star Door and Stdelite panels require the use of "J" part numbers and must be stained or painted within six months of installation 7. See drawing FL-20468.2 for size and design pressure limitations. Supporting Documents; 1. Test Report No. T.EL 01460274 TEL 01460145 TEL 01460131 TEL'D1461612 2. Miami Dade NOA 16-1117.01 17-0712.05 3. Drawing No.. No. FL-20468.2 Test Standard -Testing.Laboratory Signedby ASTM E.1886-05,1996-05 & ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V.K. Wright ASTM E1886.02, 1996-02 &ASTM E330-02, E331-00 Testing. Evaluation Lab.,lnc. V.K. Wright ASTM El 886-02,1996-02 &ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V.K. Wright ASTM El 886-05,1996-09 & ASTM E33D-02, E331-00 Testing Evaluation Lab.,Inc, V.K. Wright Materials Testing Butacite® PVB Interlayer (Kuraray) Saflex® PVB Interlayer (Eastman Chemical Company) Prepared by RW Building Consultants, Inc. (CA#9813) 4. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) ee0 0 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is manufacturing products within a o quality assurance program that complies with ISOIIEC 17020 and Guide 53. Lyndon F. Schmidt, Signed & Sealed by 000®®� �HSCi-j P.E. �©r spoS! nod &.Sealed by •��C iV S< .,o ndon F. Schmidt, P.E. i No 43409 g S� . STATE OF p�s.GORIOoe 410�& ONA4E�e�`m Lyndo F.PEchNotl,P.E. Normal 12/1412017 Sheet 1 of 1 'THERMAITRUO DOORS Fiber -Classic. & Smooth -Star. COMPOSITE EDGE OPAQUE FIBERGLASS SINGLE DOOR W/ SIDELITE(S) INSWING/OUTSWING 6a'&Al Nola "IMPACT' 1. 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DOOR PANG OPIICH NOTE Yf ',' j]�],IQI�L�'.1`T�Vx C q Y N E 11 f9 f)REC650] PINEL NOTgT10N A —1 OR A4fMRLY: CR BNLOWO CON9ULTM'IB. WNllll` 1 ] IJ f] VPOAIE TO 6N EO 301] f8C ,X( ✓V�/�P.O. Bvq 2W. Valrtev. M 33595 NO WTE By HARDWARE vuP VV REVISIONS Pnene No.: 011658.918] ao�e q,w. [uxumo [vxeviixx�s ixv. FBPE CA Nv. BOIi u N119!'AR RIAYGt O3A GIAffiIGiME ORKUR J��YBVAUEJ #foXI-IrppN99sA�R TUU - L& 30A =WwmfR mre RAPRNALGRDIM) WROWWRONMM PWAMMSBN I" LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS i -ix al i! . Ft-21166 -4W 4se s u 5amal o gV=IMG MR. OH A*uAO M 6Z �SIS ono .08102,116 — N.T.S. RESHDW JK 9X n-20468.2 ,�r.........5 BILLOFMAIEFIAIS BILL d g@ �N� 4( 1 53 :v% m .•Rsm 'YYTt4 ,o•A• . m e —X. gall \1mm Fmil� V g �g Bw �dd� Ea 96 sl 5 H� D ^= gB CONCRfIEANCHORN01F3: 0 I.laloelepntivlttvl4YY OIflg CpTM TaybejiafeC tolliOinIOT 111B.M. ads a I etlge Cedmro bnvtepNH, 2 Cmvete alc I, n Q edge oetoetl. MW.ONCENIER'mrslhaoTMHeEIo mohbM Me MnoEgexe tomMapehaC20arnt . 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CONCRETE CONFORMING TO ACI 3010R HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 29 4"X4"HINGE STEEL F #10X2"PFH WOOD SCREW STEEL 30 IATCHBDEADBOLT STRIKE PLATE jTDNGDESYSTEM ALUM/COMP G 3/Id"%3-1/4"IIW CONCRETE SCREW STEEL 31 MULiIPOINT STRIKE PLATE (TONGUESYSTFM( ALUM/COMP I 1/4'X13/4'PFH ELCO ORIIW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP 1 1/4°X8-3/4°PFH ELCO ORIIW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP L #10X2-1/2'PFH WOOD SCREW (I.ISMIN. EMBEDMENT) STEEL 34 INSWING THRESHOLD MlCOMP M 3/Id'%2.1/4'IIW CONCRETE SCREW SIEEI. 35 INSWING THRESHOLD M/COMP N 3/16'%23l4'PFH RW CONCRETE SCREW STEEL 36 INSNSNG THRESHOLD M/COMP 1 JAMB (FINGER JOINT PINE( WOOD 37 INSWING THRESHOLD M/COMP d WEATHERSTRIP (MEDIUM REACH FOAM 38 INSWING IHR6HOLD 7 WEATHERSTRIP (LONG REACH( fOAM 39 MSWING THRESHOLDM/COMP 8 SWEEP VINYL 40 DOOR PANEL (BOOK) 13AWMICOMP - 9 SWEEP (USE w/MODERATE CLIMATE THRESHOLD) VINYL 41 DOOR PANEL (HYBRID) . 10 SWEEP (USEw/PUBLIC ACCESS THRESHOLD/ VINYL 42 DOOR PANEL (Uq - 15 PUBLIC ACCESS THRESHOLD ALUM SO SIDELITE - 16 OUISWING THRESHOLD ALUM/COMP 75 SIDELITESPACER (INSWINGI pyC 17 OU75WING THRESHOLD ALUM/COMP 76 SIDEIIIE SPACER IGLH$WING PVC IB OIffSWING THRESHOLD ALUM/COMP 77 SIDEUTE SPACER IINSWING�- MODERATE CLIMATE SILL 11 PVC 22 #Bz3/4'PFH WOOD SCREW STEEL 23 #10z3/4°PFH WOOD SCREW STEEL 24 #IOzI"PFH WOOD SCREW SIEEI. ANCHOR ANCHOR ai MIN. MM. CLFARAryCE MLN{CLEARANCE TYPE SRE 'EMBEOMFM TG MASONRY 10'ADIACEM '=EDGE �ANCNOR IfW m 1/4' 1-0/4' 2' d- TAPCON ELCO m 1/4' 1-1/4' OIfRACON 'Irn iAPCON J/Id' 1-1/4' A6 SHOWN 14/2'