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r - BCIS Home Log In User Registration Hot Topic ( Submit Surcharge Stats&Facts Publications ? Contact Us SCIS Site Map Links s Search �t 6da Product Approval RECEIVED b re USER:Public User Product Approval Menu>Product or Aoolica[ion Search>Application List>Application Detail ' JUL 12 2019 • -_ FL# FL35351-R7 ST. Lucie County, Permitting Application Type Revision Code Version 2017 Application Status Approved *Approved b BPR Lraljb:YDBPR alibe`; vie ti iby the POC and/or t oif nec Comments Archived 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 . Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M.Urich,PE ® Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/27/2019 Date Validated 02/27/2019 Date Pending FBC Approval Date Approved 03/05/2019 Summary of Products FL# Model,Number or Name Description 15351.1 HS 188 Fin and Flange Frame 73x62 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FLIS351 R7 C CAC APC(4083)97429,01-109- Approved for use outside HVHZ:Yes 47,9743 .01,188 HS(021624).pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure: +55/-55 02/16/2024 Other:LC-PG55. Glass must comply with ASTM E1300-04. Installation Instructions FL15351 R7 II 188 HS FIN 73x62 DP55 As Tested 97429.0i.pdf FL15351 R7 II 1881-1S Flange Non-Impact Fastener Schedule 08-01023B.odf Verified By: Luis R Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL15351 R7 AE 511588B.pdf Created by Independent Third Party:Yes 15351.2 HS 188 Fin and Flange Frame XOX 120x62 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FLIS351 R7 C CAC MI Windows-188 HS(Fin Flangel(S) Approved for use outside HVHZ:Yes Feb:2019(ext.5).pdf Impact Resistant:No FL15351 R7 C CAC MI Windows-188 HS(Fin Flange)(6) Design Pressure: +40/-55 Feb.2019(ext.5l.odf Other:HS-LC40 Quality Assurance Contract Expiration Date 04/15/2024 Installation Instructions FL15351 R7 II 188HS XOX Flange Non-Impact Fastener Schedule 08-01156B.pdf FL15351 R7 II Installation Instructions- 188 HS(XOX)As Tested 99775.0l.pdf Verified By: Luis R Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FLIS351 R7 AE 511725B.pdf Created by Independent Third Party:Yes 15351.3 HS 188 Fin Frame 7.3x62 Laminated Insulated,Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15351 R7 C CAC APC(4486)97429.01-109- Approved for use outside HVHZ:Yes 47 97356 01 188 HS(021624)pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 02/16/2024 Other:HS-LC55. Missile Level D,Wind Zone 3.Glass Installation Instructions consisted of 1/8"annealed outer lite,air space,1/4" FLIS351 R7 II Installation Instructions- 18.8 HS Impact annealed laminated glass comprised of 2 sheets of 3/32" FIN 73x62 Product 3.pdf glass and 0.090"thick PVB by Solutia.Glass was bedded In Verified By':American Architectural Manufacturers Dow 995 silicone with a 5/8"glass bite. Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15351.4 HS 188 Fin Frame 73x62 Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15351 R7 C CAC APC(4487)97432.01-109- Approved for use outside HVHZ:Yes 47 97356.01.188 HS(021624).Pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+50/-50 02/16/2024 Other:HS-LC50. Missile Level D,Wind Zone 3.Glass Installation Instructions consisted of 2 sheets of 3/32"annealed with 0.090"PVB by FLIS351 R7 II Installation Instructions- 188 HS Impact Solutia.Glass was bedded in Dow 995 silicone with a 5/8" FIN 73x62 Product 4.pdf glass bite. Verified By:American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15351.5 HS 188 Flange Frame 73x62 Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15351 R7 C CAC APC(14815)97433.01-109- Approved for use outside HVHZ:Yes 47.97354.01.188 HS(010524).odf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +45/-45 01/05/2024 Other:HS-LC45. Missile Level D,Wind Zone 3. Installation Instructions FLIS351 R7 IT Installation Instructions 08-01161B.odf Verified By:Luis R. Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FL15351 R7 AE 5117328 Ddf Created by Independent Third Party:Yes 15351.6 HS 188 Flange Frame 73x62 Laminated Insulated Glass Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FLIS351 R7 C CAC APC(14814)97435 01-109- Approved for use outside HVHZ:Yes 47.973$4.01.188 HS(010524).Ddf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+551-55 01/0512024 Other:HS-LC55. Missile Level D,Wind Zone 3. Installation Instructions FLIS351 R7 II Installation InstJctions 08-02872 Ddf Verified By:Luis R.Lomas,PE PE-62514 Created by Independent Third Party:Yes Evaluation Reports FLIS351 R7 AE 51,3682 Ddf Created by Independent Third Party:Yes 0 Contact Us::2601 Blair Stone Road.Tallahassee F1 37329Phone:850-4111-1824 The State of Florida Is an AAJEEO employer.Coovrfoht 2007-2013 State of Florida ::Pdyacv Statement::Accessibility Statement::Refand Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ...._.. ..._........_._..,.....__........_..... Credit Card Safe i AAMA (validator/operations Administrator) CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION MI Windows&Doors,LLC P.O.Box 370 Gratz,PA 17030-0370' Attn: Rick Sawdey This authorization is based on the successful completion of tests,and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory.The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATIONS RECORD OF PRODUCT TESTED AAMAIWDMA/CSA 101/1.S.21A440-11 HAMA 506 LC-PG45-1851x1572(73x62)-HS COMPANY AND CODE Missile Level:D CPD SERIES MODEL& MAXIMUM SIZE TESTED. Rating:+45/-45,73x62 NO. PRODUCT DESCRIPTION Wind Zone:3 Rating above conforms 188 HS(FLANGE) FRAME(mm) SASH(mm) MI Windows&Doors,LLC to the requirements of: 14815 (AL)(OX)(OG) 1851 x 1572 911 x 1505 Code:MTL ASTM E1886 (INS 0.090"PVB LAM GL) (6'1"x 5'2") (3'0"x 4111") and E1996 (MODIF )(ASTM) This Certification will expire January 5,2024(extended from January 5,2019 per AAMA 103-19)and requires validation until then by continued listing in the current AAMA Certified Products Directory. Structural Test&Report By: Missile Impact,Test&Report By. Architectural Testing,Inc. Architectural Testing,Inc.' ReportNo: 97433.01-109-4,7 Report No: 97354.01-109.47 Date of Report: March 8,-2010 Date of Report: March 10,2010 Evaluated for Certification: January 21,2019 *L Aoci ted Laboratories,Inc. Authorized for Certification: January 21,2019 JGSJTS ACP-04 (Rev.6/16) Anne n Architectural Manufacturers Association { •i Y L. Roberto Lomas P.E. Engineering Evaluation Report 233 W.Main St Danville,VA 24541 Report No.: 611732B 434-688-0609 rllomas@lrlomaspe.com Manufacturer: MI Widows and Doors,LLC 1900 Lakeside Parkway Flower Mound,TX 75028 Product Line: Series 188 Aluminum Horizontal Sliding Window—Impact Resistant 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 document:drawing number 08-01161 revision B,prepared,signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.:ATI 97433.01-109-47 signed and sealed by Michael D.Stremmel P.E. Architectural Testing, Inc.York,PA AAMAIWDMA/CSA 101/I.S.2/A440-05 Design pressure: 145.11 psf Water penetration resistance 8.35psf 3. Test report No.:ATI 97354.01-109-47 signed and sealed by Michael D.Stremmel P.E. Architectural Testing, Inc.York,PA AAMA 506 ASTM E1886-05 and ASTM E1996-05 ASTM El 886/El 996 Large Missile Impact,Level D,Wind Zone 3 ASTM El 886/El 996 Cyclic Load Test,t55.14psf design pressure 4. Anchor.calculations,report number 511732-1 B,prepared,signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: t45.Opsf Maximum unit size: 72 7/8"x 61 7/8" Maximum sash size: 35 7/8"x 59 1/4" • Approved configurations: XO,OX Units must be glazed per ASTM El 300-04,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 and sash material to be extruded Aluminum.6063-T6. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document,08-01161 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 fir `r don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). EN * o '51 TAT OF ' %OORV NAl.��G\\\ t :j:lr 1 of 1 Luis R.Lomas,P.E. FL No.:62514 02/09/2016 REVISIONS REV DESCRIPTION DATE APPROVED A ADDED RIGID FILLER INSTALLATION 4/25/11 R.L. B REVISED INSTALLATION DETAILS 11/18/15 R.L. NOTES: 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE REQUIREMENTS OF THE FLORIDA BUILDING CODE. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH - -_TRANSFER ALLLOADSTO STRUCTURE. FRAMING AND MASONRY OPENING IS-THE SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 4. WHERE SHIM OR BUCK THICKNESS IS,LESS THAN 1-1/2" WINDOW UNITS MUST BE, 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH f'm=2,000PSI MINIMUM. BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D. METAL STRUCTURE: STEEL 16GA (.060") FY=33KSI/FU=52KSI OR MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ALUMINUM 6063-T5 FU=30KSI 0.045" THICK MINIMUM 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED 19. APPROVED CONFIGURATIONS: XO, OX 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. 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 6063-T6. 12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLAZING DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING 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. SIGNED:02/09/2016 MI WINDOW� Es&DE DOORS, LLC1900 PARKWAY FLOWER MOUND, TX 75028 v�•��GENS TABLE OF CONTENTS SERIES 188 -ALUMINUM HORIZONTAL SLIDING WINDOW 0 5 >k IMPACT RESISTANT SHEET NO. DESCRIPTION '� �� NOTES �;:O• 1 NOTES DRAWN: DWG NO. REV J 08 3 - 5 INSTALLATION DETAILS SCALE NTS °ATE 10/26/1'0 SH61 EET 0F 5 B ', /akA1`AA�\��� I• REVISIONS 72 7/8" MAX. FRAME WIDTH REV DESCRIPTION ' DATE APPROVED A ADDED RIGID FILLER INSTALLATION 4/25/11 R.L. 3" MAX. 12" MAX 9 REVISED INSTALLATION DETAILS 11/18/15 R.L. O.C. 3" MAX. -{ 6" MAX. 18" MAX FOR REQUIRED D.C. NUMBER OF ANCHORS - SEE CHART #1 - - - - -'— -•—- - — -- - -- --- 61 7/8" MAX. FRAME " O HEIGHT x Chart 01 Number of anchor locations required Frame Frame Width Un Height 36.00 4800 60.00 72675 on) Head Jamb head Jamb Head Jamb Head Jamb 24.00 4 2 5 2 6 2 7 2 30'" 4 2 5 2 6 2 7 2 6" MAX. 36.00 4 3 5 3 6 3 7 3 4200 4 3 5 3 6 3 7 3 SERIES 188 ALUMINUM HORIZONTAL SLIDING WINDOW 4a00 4 3 5 3 6 3 7 3 EXTERIOR VIEW 54.00 4 4 5 4 6 4 7 4 60.00 4 4 5 4 6 4 7 4 DESIGN PRESSURE RATING IMPACT RATING 6LB75 4 4 5 1 4 1 6 4 7 4 f45 OPSF LARGEAND SMALL MISSILE IMPACT MISSILE LEVEL D,MND ZONE 3 ' 1/4" O.A. 3/32" ANN. 090" PVB BY SOLUTIA 3/32" ANN. SIGNED:02/09/2016 NOTES: DOW 995 SILICONE MI WINDOWS & DOORS, LLC �xtlnuuf., 1. MAXIMUM SASH SIZE: 35 7/8" X 59 1/4" X R Lp/Z 2. MAXIMUM D.L.O.: 34 1/2" X 58 5/8" 1900 LAKESIDE PARKWAY ���\5 • 'If��i 3. (2) 3 1/4" X 3/16" WEEP NOTCH AT 3" FROM EACH END SILL FACE. 5 8" GLASS FLOWER MOUND, TX 75028 v•�\GENs 9srii TEE SERIES 188-ALUMINUM HORIZONTAL SLIDING WINDOW =*• 0 5 * HARDWARESCHEDULE IMPACT RESISTANT ELEVATIONF FATE O A. 2 MEfALCAM-LOCKSAT611rFROM EACH END OFLOCK STILE ��c5••, •�� B. A. 2 ALUMINUM RETAINER SPRING AT EACH ENDOFSCREEN LOCKSTILE GLAZING OPTION TJH DWG NO. R '���! C. 2 VINYL PULL TAB ATS 08-01161 B 2"FROM EACH END OF SCREEN PULLSTILE ISCME DATE !/D. (1)ALUMINUM ROLLER AT INTERIORSILLTRACKNTS 10/26/10 SHEET 2 OF 5 k11110���ti REVISIONS REV DESCRIPTION DATE APPROVED A ADDED RIGID FILLER INSTALLATION 4/25/11 R.L. B REVISED INSTALLATION DETAILS 11/78/15 R.L. 1/2" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK 1 1/4" MIN. 1/4" MAX. BY OTHERS 1 1/4" MIN. EMBEDMENT EMBEDMENT SHIM SPACE ' WOOD FRAMING --�-- OR 2X BUCK BACKER ROD 1/4" MAX. - BY OTHERS- INTERIOR & APPROVED SHIM SPACE #10 WOOD SEALANT SCREW 1/2" My IN #10 WOOD SCREW EDGE DISTANCEa INTERIOR T - EXTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL SILL TO BE SET WOOD FRAMING OR2XBUCKINSTALLATION IN A BED OF APPROVED SEALANT BACKER ROD & APPROVED 1/4" MAX. SEALANT SHIM SPACE NOTES: 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. WOOD FRAMING T 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OR 2X BUCK DESIGNED IN ACCORDANCE WITH ASTM E2112 BY OTHERS SIGNED:02/09/2016 VERTICAL CROSS SECTION ���t11�Irci�ff WOODFRAMINGOR2XBUCKINSTALLATION MI WINDOWS & DOORS, LLC 1900 LAKESIDE FLOWER MOUND, TXR75028 `�JrS"RElVO'k9i�rF SERIES 188 ALUMINUM HORIZONTAL SLIDING WINDOW4- HAl IMPACT RESISTANTINSTALLATION DETAILSt�� DRAWN: DWG NO. REV �0�•�.�� Q`.•.�`� TJH 08-01161 B SCALE NTS JDATE 10/26/10 ISHE173 OF 5 ��/fj�/1H 10N REVISIONS REV DESCRIPTION DATE APPROVED 3/4" MIN A ADDED RIGID FILLER INSTALLATION 4/25/11 R.L. EDGE DISTANCE B REVISED INSTALLATION DETAILS 11/18/15 R.L. 1 4 MAX. METAL SHIM SPACE STRUCTURE F BY OTHERS --{ 1/4" MAX. METAL APPROVED STRUCTURE I SHIM SPACE SEALANT BY OTHERS INTERIOR #10 SMS OR SELF DRILLING #10 SMS OR SCREWS SELF DRILLING n SCREW J D 3/4"+MIN. t3 EDGE DISTANCE EXTERIOR INTERIOR BACKER ROD EXTERIOR & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE/NSTALLA77ON SILL TO BE SET IN A BED OF APPROVED SEALANT BACKER ROD & APPROVED SEALANTAA 1/4" MAX. NOTES: SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES,BYOTHERS, M ETAL NOT SHOWN FOR CLARITY. STRUCTURE 2. PER/METER AND JOINT SEALANTBYOTNERSTOBE BY OTHERS DESIGNED INACCORDANCE MTHASTME2112 SIGNED:02/09/2016 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION MI WINDOWS & DOORS, LLC 1900 LAKESIDE PARKWAY \\\��g R••L p4f7/j!� FLOWER MOUND, TX 75028 \��•y\GENS SERIES 188 ALUMINUM HORIZONTAL SLIDING WINDOW *• p $ # IMPACT RESISTANT _•p ¢� INSTALLATION DETAILS `�0• TAT OF DRAWN: DAG NO. REV ���'F` 0RIDQ TJH �\ SCALE NTS JDATIZ 10/26/10 08 sHEE141OF 5 B IaNA`II\\ \ REVISIONS REV DESCRIPTION DATE APPROVED 2 1/2" MIN. A ADDED RIGID FILLER INSTALLATION 4/25/11 R.L. EDGE DISTANCE B REVISED INSTALLATION DETAILS 11/18/15 R.L. CONCRETE/MASONRY BY OTHERS�1 a ° 1 1/4" MIN. 1/4" MAX. a° a +' 1 1/4" MIN. EMBEDMENT SHIM SPACE OPTIONAL 1X BUCK ` "•• °°' .' a: EMBEDMENT SEE NOTES 3 — 7 CONCRETE/MASONRY v .. .. SHEET 1 —� BY OTHERS ° BACKER RODOPTIONAL 1X BUCK & APPROVED SHIM SPACE SEE NOTES 3 — 7 sa ° SEALANT SHEET 1 3/16" TAPCON 3/16" TAPCON e •'°' INTERIOR EXTERIOR INTERIOR 2 1/2" a MIN. ————— — EDGE DISTANCE 1 e BACKER ROD EXTERIOR & APPROVED SEALANT JAMB INSTALLATION DETAIL SILL TO BE SET CONCRETE/MASONRYINSTALLATION BACKER ROD IN A BED OF & APPROVED APPROVED SEALANT NOTES: SEALANT 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, OPTIONAL 1 X BUCK 1/4" MAX. NOT SHOWN FOR CLARITY. SHIM SPACE 2 PERIMETER AND JOINT SEALANTBYOTHERS TOBE SEE NOTE 3 — 7 DESIGNED INACCORDANCE WRHASTME2112 SHEET 1 CONCRETE/MASONRY BY OTHERS SIGNED:02109/2016 ° :'.. MI WINDOWS & DOORS, LLC1900 LAKESIDE ���ti��ltrlci�i FLOWER MOUND, TXRKWAY 750 8 `v �GENS'� y�i�� SERIES 188 ALUMINUM HORIZONTAL SLIDING WINDOW .1k- d 5 �h IMPACT RESISTANT VERTICAL CROSS SECTION INSTALLATION DETAILS d AT 0 CONCRETE/MASONRY/NSTALLATION DRAWN: DWG NO. REV f�`'.: ORI •\���� TJH 08-01161 B t/ DATE Alp, SC'LE NTS 10/26/10 5 OF 5 BCIS Home Login I User Registration I Hot Topics I Submit Surcharge j Stats&Facts i Publications i Contact Us I BCIS Site Map Links Search i 3 lodda Lj Product Approval C r USER:Public User RECEIVED 6� Product Approval Menu>Product or Application Search>Application List J U L 12 2019 Search Criteria Refine Search ST. Lucie County, Permitting Code Version 2017 FL# 7 Application Type ALL Product Manufacturer L Category ALL Subcategory LL= 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 Search Results-Appiications F_# Type Manufacturer Validated By Status FL17499-RS Revision MI Windows and Doors Steven M.Urich,PE Approved H Istory Category:Windows (717)317-8454 Subcategory:Single Hung *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.:;Pdvacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: MIM am AN 99 M Credit Card Safe AAMA (Validator/Operations Administrator) CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION MI Windows&Doors,LLC P.O.Box 370 Gratz,PA 17030-0370 Attn: Rick Sawdey This authorization is based on the successful completion of tests,and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory.The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATIONS AAMANVDMA/CSA 101/I.S.2/A440-11 RECORD OF PRODUCT TESTED R-PG50*-1324x1575(52x62)-H AAMA 506 Negative Design Pressure=-63 psf COMPANY AND CODE Missile Level:D CPD SERIES MODEL-& MAXIMUM SIZE TESTED Rating:+50/-63,52x62 NO. PRODUCT DESCRIPTION Wind Zone:3 Rating above conforms 185 SH MI Windows&Doors,LLC to the requirements of: (FIN,FLANGE,&FINLESS) FRAME(mm) SASH(mm) Code:MTL ASTM E1886 17812 (AL)(O/X)(OG) 1324 x 1575 1283 x 792 and E1996 (INS 0.090 PVB LAM GL) (4'4"x 5'2") (47'x 27') (ASTM) This Certification will expire July 27,2023 and requires validation until then by continued listing in the current AAMA Certified Products Directory. Structural Test&Report By: Missile Impact Test&Report By: Molimo,LLC Molimo,LLC Report No: 1711.04-106-12;ref.1583.06-106-11 Report No: 1711.08-106-12 Date of Report: November 29,2018;August 30,2018 Date of Report: December 7,2018 Evaluated for Certification: December 10,2018 Aoci ted Laboratories,Inc: Authorized for Certification: December 10,2018 JGSJTS ACP-04 (Rev.6/16) Ame n Architectural Manufacturers Association L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville,NC 27023 Report No.: 514373 434-688-0609 rllomas@lrlomaspe.com Manufacturer: M1 Windows&Doors,LLC. 650 West Market Street Gratz,PA 17030 Product Line: Series 185 Aluminum Single Hung Window 52"x 62"-Impact 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 document:drawing number 08-03379,prepared,signed and sealed by Luis Roberto Lomas P.E. - 2. Report No.:1583.06-106-11 signed and sealed by Michael D.Stremmel,.P.E. Molimo,LLC.York, PA. AAMAIWDMA/CSA 101/I.S.2/A440-11 Design pressure: +50.13/-63.70psf Water penetration resistance 9.20psf 3. Report No.: 1711.04-106-1.2 signed and sealed by Michael D.Stremmel, P.E. Molimo,LLC.York,PA. AAMANVDMA/CSA 101/I.S.2/A440-11 Design pressure: +50.13/-63.70psf Water penetration resistance 9.20psf 4. Report No.:1711.08-106-12 signed and sealed by Michael D.Stremmel, P.E. Molimo,LLC.York, PA. ASTM E1886-13 and ASTM E1996-14 ASTM E1886/E1996 Large Missile Impact,Level D,Wind Zone 3 ASTM E1886/E1996 Cyclic Load Test,+50.13/-63.70psf design pressure 5. Anchor calculations,report number 514373-1,prepared,signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: +50.0/-63.Opsf • Unit size: 52 1/8"x 62" • Units must be glazed per ASTM El 300-04/09,according to 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 bome debris regions,up to wind zone 3. • Frame material to be Extruded Aluminum 6063-T5 Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document 08-03379. 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 nanci l interest in any other entity involved in the approval process of the listed product 0 5'i: •'k TAT OF cc, O �V 1 of 1 Luis R.Lomas,P.E. FL No.:62514 01/28/2019 REVISIONS REV DESCRIPTION DATE APPROVED NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 15. FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE #6 SMS OR SELF DRILLING REQUIREMENTS OF THE FLORIDA BUILDING CODE. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 17. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. DETAILS. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 18. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. DETAILS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED 19. ALL FASTENERS TO BE CORROSION RESISTANT. COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF 20.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR THE ARCHITECT OR ENGINEER OF RECORD. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: PROVIDED. A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR OF SUSTAINING APPLICABLE LOADS. ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM 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 E1300-04/09, SEE GLAZING DETAIL SHEET 2. 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 #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. SIGNED:02107/2019 — MI ssoDOWTAM DKDOOR ET E,ETLLC. ``\\JNsttt�ii1rr6 �!/� -- GRATZ, PA 17030 `�,;•��GENSF Lp SERIES 185 ALUMINUM SINGLE HUNG WINDOW 1k• �0 TABLE OF CONTENTS 52" X 62" — IMPACT ` tu' NOTES �y0, TAT OF SHEET N0. DESCRIPTION '�'�F :�ORt�Q:•G� �� DRAWN: DWG N0. REV NOTES A.R. 2 'OS 3 ELEVATIONS SCALE NTS DATE 01/15/19 SH9 EET 1 OF 10 4 — 9 INSTALLATION DETAILS LROBER70LOMASF.E Luis R. Lomas P.E. 1492 WOODFORD RD LEWISVILLF-NC27023 FL NO.: 62514 10 COMPONENTS 434-688-0609 tlhmas@14amaspewm REVISIONS REV DESCRIPTION DATE APPROVED 52 1/8" FRAME WIDTH 52 1/8" FRAME WIDTH 3" MAX. MAXOD.C. 3" MAX. 3" MAX. �MAXOO.C. � 3" MAX. 5/8" 3 MAX 3/32" ANN �� 3,. MAX .090" PVB BY EASTMAN O MAXO.C. O 10 // O 1/8" ANN 3/32" ANN MAX O.C. GLAZING BEAD 62" V-663 ALUMINUM FRAME 62" BOX TYPE HEIGHT FRAME / L SPACER SYSTEM QHEIGHT / LX / ILJI� / 1/2" BITE 'J� APPROVED / x SILICONE J— /J GLAZING DETAIL 3" MAX 3" MAX 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW DESIGNER EXTERIOR VIEW EXTERIOR VIEW FLANGES FINLESS INSTALLATION FLANGE&FINLESS INSTALLATION DESIGN PRESSURE RATING IMPACT RATING +50.0%63.OPSF �GEANDSMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 3 52 VB'X 62'UNIT SHOWN.OTHER SIZES APPROVED AS LONG AS SIGNED:02/07/2019 FRAME AREA DOES NOT EXCEED 2241 FT1 MI WINDOW AND DOORS, LLC. \���(t► r+1r /� - -- 650 WEST MARKET STREET NOTES: GRATZ, PA 17030 �,J.��C E N p�.'9Lp \ 1. SASH SIZE: 50 1/2" X 31 3/16" SERIES 185 ALUMINUM SINGLE HUNG WINDOW tk• 0,.BIZ51 9t_ 2. D.L.O.: 49 5/16" X 27 9/16" 52" X 62" — IMPACT FLANGE & FINLESS ELEVATIONS r�p' $TATE OF DRAWN: DWG NO. REV �s,'c(MOO G�$� scALE NTS °A� 01/15/19 08 5029 OF 10 Nal1��\`\` HARDWARESCHEDULE L ROBERTOLOMASP.E LUIS R. Lomas P.E. A 2 METAL SWEEP LOCKS AT LOCK RAIL,B'FROM EACH END 1432 WOODFORD RD LEWISVILLF NC27023 FL No.: 62514 B. (21 BLOCK AND TACKLE BALANCES AT JAMBS I34fiBB0609 tlbmas�dl/lomespe.Oom REVISIONS REV DESCRIPTION DATE APPROVED 52 1/8" FRAME WIDTH 52 1/8" FRAME WIDTH 4" MAX 10" MAX 4" MAX O.C. 4" MAX 10" MAX �O.C. 4" MAX 4" MAX 4" MAX 10" MAX O.C. 10" / MAX O.C. 62" T 62 FRAME FRAME HEIGHT HEIGHT 4" MAX n= 4" MAX 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW DESIGNER EXTERIOR VIEW EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING +50.0%63.OPSF �GEANDSMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 3 52118'X62'UNIT SHOWN.OTHER SIZES APPROVED AS LONG AS FRAME AREA DOES NOT EXCEED 2243 F72 SIGNED:02/07/2019 MI WINDOW AND DOORS, LLC. xo1ki(if/Ilii — -- 650 WEST MARKET STREET � ez NOTES: GRATZ, PA 17030 `�� :•��CENs�'9J,�� 1. SASH SIZE: 50 1/2" X 31 3/16" SERIES 185 ALUMINUM SINGLE HUNG WINDOW =?k• 0 51 C 2. D.L.O.: 49 5/16" X 27 9/16" 52" X 62" - IMPACT / / FIN ELEVATIONS 0~ TA7ty� DRAWN: DWG NO. REV /- 08 SCALE NTS DATE 01/15/19 So9 E3OF 10 HARDWARESCHEDULE LROBERTOLOMASP.E Luis R. Lomas P.E. A 2 METAL SWEEP LOCKS AT LOCK RAIL,8'FROM EACH END 1432WOODFORD RD LEMSVILLF,NC27023 FL No.: 62514 B. (2)BLOCK AND TACKLE BALANCES AT JAMBS 434688-0609 dlomes(LDlrhmespe.Own 1/2" MIN. REVISIONS EDGE DISTANCE 1/2" MIN. REV DESCRIPTION DATE APPROVED WOOD FRAMING EDGE DISTANCE 1 1/4" MIN. 1/4" MAX. OR 2X BUCK EMBEDMENT SHIM SPACE BY OTHERST� E 1 1/4" MIN. METAL EMBEDMENT STRUCTURE �— BY OTHERS 1/4" MAX. SHIM SPACE 1/2" INTERIOR MIN APPROVED EDGE SEALANT . DISTANCE BEHIND FLANGE APPROVED SEALANT BEHIND .FLANGE OD #10 WOOD #10 SMS OR SCREW SELF DRILLING SCREW WOOD FRAMING OR 2X BUCK APPROVED EXTERIOR BY OTHERS SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION EXTERIOR EXTERIOR J 1/4" MAX. _I SHIM SPACE INTERIOR INTERIOR #10ELF SMS OR INTERIOR SELF DRILLING SCREWS 1 — SILL TO BE SET MIN- EDGE IN A BED OF DISTANCE APPROVED SEALANT SILL TO BE SET 7— APPROVED APPROVED SEALANT AP ROV D SEALANT METAL EXTERIOR SEALANT 1/4" MAX. BEHIND STRUCTURE APPROVED BEHIND FLANGE SHIM SPACE BY SEALANT 1/4" MAX. BEHIND FLANGE WOOD FRAMING SHIM SPACE JAMB INSTALLATION DETAIL OR 2X BUCK METAL STRUCTURE INSTALLATION BY OTHERS METAL tSIGNED:02/07/2019 STRUCTURE BY OTHERS MI WINDOW LLC_ `\```s•�liflill, � -- - - VERTICAL CROSS SECTION TGRATZ, ARKETPA ST mow•. GENS ,9si� WOOD FRAMING OR2XBUCKINSTALLATION VERTICAL CROSS SECTION R METAL STRUCTURE INSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW 59 52" X 62" - IMPACT FLANGE INSTALLATION DETAILS � TATE OF NOTES: ARAWN:R DHG No. 08-..03379 Rei OSS% 1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS + R1D NOT SHOWN FOR CLARITY sHEEr 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE SCALE NTS DATE 01/15/19 4 OF 10 DESIGNED INACCORDANCE WITHASTM E2112 L ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-6W-0609 tllomas@6lamaspe.mm REVISIONS 2" MIN. REv DESCRIPTION DATE APPROVED EDGE DISTANCE CONCRETE/MASONRY BY OTHERS :• e a '-. .° ° c 1 1/4" MIN. 1 1/4" MIN. OPTIONAL 1X BUCK ` <,'. ° .-a - °.°; EMBEDMENT EMBEDMENT SEE NOTES 3 — 7 a ` SHEET 1 1/4" MAX. CONCRETE/MASONRY V. 1/4" MAX. APPROVED SHIM SPACE BY OTHERS "0 SHIM SPACE SEALANT ` o BEHIND FLANGE 3/16" TAPCON 3/16" TAPCON INTERIOR 0 ° 2" MIN. •.. EDGE 'a EXTERIOR XTERIOR EXTERIOR INTERIOR - ° - APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK SEE NOTES 3 — •7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETEMASONRY INSTALLATION SILL TO BE SET APPROVED IN A BED OF SEALANT APPROVED SEALANT NOTES., BEHIND FLANGE 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BY 07HERS TO BE OPTIONAL 1X BUCK 1/4" MAX. DESIGNED INACCORDANCEWITHASTME2112 SEE NOTE 3 — 7 SHIM SPACE SIGNED:02/07/2019 SHEET 1 MI WINDOW AND DOORS, LLC. CONCRETE/MASONRY - 650 WEST TZ,MARKET STREET PA 30 BY OTHERS < ^••°•. A•' ' < •. ° SERIES 185 ALUMINUM SINGLE HUNG WINDOW _tk•' 0,,B�61 �b�. 4. ° A 52" X 62" — IMPACT ° -° - FLANGE INSTALLATION DETAILS ^� jATE OF Owc No. VERTICAL CROSS SECTION A.R. 08-03379 REV ''N�?/ONAI. CONCRETEAMASONRYINSTALLATION SCALE NTS JDATE 01/15/19 1SNEET5 OF 10 �I?IIIll11� L ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISWLLE,NC 27023 FL NO.: 62514 434-M-0609 d/omas@ibmaape.mm 1/2" MIN. REVISIONS EDGE DISTANCE 1/2" MIN. REV DESCRIPTION DATE APPROVED 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 1/2" MIN. INTERIOR BACKER ROD EDGE & APPROVED 1/4" MAX. DISTANCE SEALANT SHIM SPACE BACKER ROD & APPROVED #10 WOOD SEALANT #10 SMS OR SCREW #10 WOOD SELF DRILLING SCREW SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL EXTERIOR INTERIOR WOOD FRAMING OR 2X BUCKINSTALLATION J 1/4" MAX. _I SHIM SPACE EXTERIOR INTERIOR #10 SMS OR INTERIOR SELF DRILLING SCREWS T- 1/2- SILL - 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 i I EXTERIOR & APPROVED APPROVED SEALANT SEALANT 1/4" MAX. METAL BACKER ROD SHIM SPACE STRUCTURE & APPROVED -"ME= L C BACKER ROD & APPROVED BY OTHERS SEALANT WOOD FRAMING —� SEALANT 1/4" MAX. JAMB INSTALLATION DETAIL OR 2X BUCK BY OTHERS SHIM SPACE METAL STRUCTURE INSTALLATION � METAL-"'. ETAL —T SIGNED:02/07/2019 STRUCTURE VERTICAL CROSS SECTION BY OTHERS MI WINDOW AND DOORS LLC. ���1►11IINt WOOD FRAMING OR2XBUCKINSTALLATION \` to /z 650 WEST MARKET STREET GRATZ, PA 17030 `fir•\,�GENS�'9�'�` VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW =*,•�1 0 51 52" X 62" – IMPACT FINLESS INSTALLATION DETAILS ��0• TAT OF OF NOTES: DRAWN: DWG NO. REV //���•:'c_�OR1pQ:' 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, A.R. 08-03379 – S ��C� t� NOT SHOWN FOR CLARITY. scAl-E DATE15/19sNEET '� �/�NA 111;`\` 2.PERIMETER AND JOINT SEALANT BYOTHERS TO BE NTS 01/ 6 OF 10 DESIGNED INACCORDANCE WITH ASTM E2112 L ROBE RASP.E Luis R. Lomas P.E. 1432 WOODFORD RDD LEWLEWISVILLE,NC 27023 434-M-0609 nhmas@►kmaW.mm FL No.: 62514 2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY BY OTHERS a 1 1/4" MIN. OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 — 71 1/4" MIN. SHEET 1 —� EMBEDMENT CONCRETE/MASONRY 1/4" MAX. j BY OTHERS c 1/4" MAX. BACKER ROD SHIM SPACE c SHIM SPACE & APPROVED SEALANT 3/16" TAPCON 3/16" TAPCON o INTERIOR lJo.v a 2" MIN. EDGE r:EALANT RIOR EXTERIOR INTERIOR DISTANCE :a SEE NOTES 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL SILL TO BE SET CONCRETEJMASONRYINSTALLATION IN A BED OF BACKER ROD APPROVED SEALANT & APPROVED SEALANT NOTES: OPTIONAL 1X BUCK1/4" MAX. 1.INTERIORANDEXTERIOR FINISHES,BYOTHERS, SEE NOTE 3 — 7 SHIM SPACE NOT SHOWN FOR CLARIFY. SHEET 1 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 —� SIGNED:02/07/2019 CONCRETE/MASONRY - BY OTHERS MI 650DWESTAMDKET SR E,ETLLC. _ \\N n . ° ° GRATZ, PA 17030 `�\.;•v�GENSF9s y e, ° SERIES 185 ALUMINUM SINGLE HUNG WINDOW j_* a 52" X L - IMPACT VERTICAL CROSS SECTION FINLESS INSTALLATION DETAILS �O,• TAT OF „�tD` CONCRETFJMASONRY/NSTALLAT/ON DRAWN: DWG N0. REV �i�� :��ORl9P•\`\�� 08 Sc•i NTS DATE 01/15/19 So9 EL77OF 10 L ROBERTO LOMAS RE Luls R. Lomas P.E. 1432 WOODFORD RD LEWISWLLE,NC27023 434-3-0009 Mona@kknw com FL No.: 62514 REVISIONS APPROVED REV DESCRIPTION DATE APPROVED SEALANT BEHIND FIN 1 1/2" MIN. EMBEDMENT #6 WOOD WOOD SCREW FRAMING BY OTHERS 1/4" MAX. 1/4" MAX SHIM SPACE WOOD FRAMING SHIM SPACE 3/8" MIN j — BY OTHERS EDGE DISTANCE 1 1/2- INTERIOR MIN. EMBEDMENT #6 WOOD SCREW EXTERIOR INTERIOR APPROVED SEALANT EXTERIOR BEHIND FIN 3/8" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES., 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 4" MAX NOT SHOWN FOR CLARITY. 1/4- 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE F SHIM SPACE DESIGNED IN ACCORDANCE W/THASTM E2112 SIGNED:02/07/2019 3/8" MIN �- MI WINDOW AND DOORS, LLC. ��ttititi+IN1/� EDGE DISTANCE 650 WEST MARKET STREET �`��J\s.-�..41?z El GRATZ, PA 17030 `.,�•�\CENSF'�s y #6 WOOD WOOD SCREW1. ] FRAMING SERIES 185 ALUMINUM SINGLE HUNG WINDOW _1k• 0 F51"f 1 1/2" MIN. BY OTHERS 52" X 62" - IMPACT APPROVED EMBEDMENT FIN INSTALLATION DETAILS —� �� hyo, TAT OF ,w� SEALANT i�0!, P ` BEHIND FIN WOOD FRAMING ORERTICAL PX SECTIONOSS REV XBUCKINSTA08 379 LIA71ON Sruc NTS DATE 01/15/19 03OF 10 aII1�I9��G`\```� L ROSER70 LOMAS RE Luls R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514 434-M-0609 Ahmas@6bnuW.c0M REVISIONS APPROVED R. DESCRIPTION DATE APPROVED SEALANT BEHIND FIN #6 SMS OR METAL STRUCTURE SELF DRILLING BY OTHERS SCREW 1/4" MAX. 1/4" MAX SHIM SPACE METAL STRUCTURE SHIM SPACE 3/8" MIN j BY OTHERS EDGE DISTANCE INTERIOR SMS OR SELFLF DRILLING SCREW EXTERIOR INTERIOR APPROVED tw SEALANT EXTERIOR "BEHIND FIN 3/8" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION NOTES: 1.INTERIOR AND EXTERIOR FINISHES,BY07HERS, 1/4" MAX NOT SHOWN FOR CLARITY. f SHIM SPACE 2 PERIMETER AND JOINT SEALANT BY07HERSTOBE __T SHIM 1 DESIGNED INACCORDANCE WTTHASTM E2112 SIGNED:02107/2019 3/8" MIN — MI WINDOW AND DOORS LLC. oll►1I►II[, . EDGE DISTANCE 650 WEST MARKET STREET ���x`\5 R':���19vi #6 SMS OR METAL STRUCTURE GRATZ, PA 17030 �\`�•v�CENSE`9Lr/ SELF DRILLING BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW SCREW VERTICAL CROSS SECTION 52" x 62" - IMPACT METAL STRUCTURE INSTALLATION •C. APPROVED FIN INSTALLATION DETAILS � SEALANT DRAWN: DWG NO. REV �• G t BEHIND FIN _ f� S ORiDP G�\� AL scALE NTS DATE 01/15/19 08 s0�99 OF 10 'fI,SIljIIIIII�N\``` L ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISWLLE,NC27023 FL No.: 62514 - 434-M-0609 NbmaS@kt=aWo.0om REVISIONS REV DESCRIP110N DATE APPROVED 1 3/8'F 1 1/8- � 1 5/8- 2 3/16" 2 13/1 E 2 3/16" 2" 1 3/4" t FINLESS FRAME HEAD FINLESS FRAME SILL FINLESS FRAME JAMB MEETING RAIL LOCK RAIUSTILE CM-18553CM-18504 CM-18505 ALUMINUM 6063-T5.055'THICK ALUMINUM 6063-T5.050°THICK ALUMINUM6063-75.050"THICK CM-18554 CM63-TS. ALUMINUM 6063-T5.055'THICK ALUMINUM 6063-T5.062'7HICK 2 5/16" —I 1 7/8" 2 3/16" 1 7/16" 3 3/8" 2 3/16" 2 5/16" �--{7 3/8 Iff i 1 13/16" JL J� 7v 15��jSTILE I L FLANGE FRAME HEAD FLANGE FRAME SILL FLANGE FRAME JAMB SASH BOTTOM RAIL CM-18501 CM-18502 CM-18503 CM-18555 CM-18507 ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-75.055'THICK ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.050'7HICK ALUMINUM 6063-T5.050'THICK 2 5/16"--{ ��{�3/16- 2 3/16" 2 3/8" 1" 3 3/4" " GLAZING BEAD 2 5/16" fiL 11 2 3/16 RIGID PVC O'THICK SIGNED.'02/07/2019 MI WINDOW AND DOORS, LLC. \�����► 1 i�rct����. ------------FIN FRAME HEAD FIN FRAME SILL FIN FRAME JAMB 650 WEST MARKET STREET ����5 e) �<< CM-18508 CM-18509 CM-16510 GRATZ, PA 17030 `��O•�`GENS:9s�y ALUMINUM 6063-T5.050"THICK ALUMINUM 6063-T5.055'THICK ALUMINUM 6063-T5.050'THICK SERIES 185 ALUMINUM SINGLE HUNG WINDOW _tk• 0 5f �F�. 52" X 62" IMPACT ¢` COMPONENTS �.0• TAT OE ; DRAWN: DWG NO, - REV i�'`��;;�lQg1DP•,G\ 08 sLE NTS DATE 01/15/19 SO raEET10 OF 10 LROBERTOLOMASP.E Luis R. Lomas P.E. 1432 WOODFORD RD LEWISWLLE.NC27023 434-M-0609 nbmas@kkeaw.wm FL No.: 625114 f \ ..a BCIS Home Log In ( User Registration Hot Topics i Submit Surcharge i Stats&Facts I Publications j Contact Us I BCIS Site Map Links i Search j Florida Product Approval RECEIVED ,q .USER;Public User & k £+ p Product Approval Menu>Product or Application Search>Application List>Application Detail J U L 12 2699 3 . FL# FL15180-112 ST', Lucie County,Application Type Revision Permitting Code Version 2017 Application Status Approved Comments Archived d Vw9LO" Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer © Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/3.1/2019 Validated By Ryan J. King,P.E. Ga Validation Checklist-Hardcopy Received Certificate of Independence FL15180 R2 COI (b)Certificate of Independence Ddf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G155 2005 ASTM G26 1995 TAS 201,202,203 1994 Equivalence of Product Standards Certified By. Florida Licensed Professional Engineer or Architect FLIS180 R2 Equiv (b)Eauivalencv of Standards odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/17/2017 Date Validated 10/16/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 15180.1 a. Smooth/Wood Grain/White 6'8"Impact"Glazed Fiberglass Single Door with"Impact" Wood Grain/Rustic/Mahogany Sidelite(s)-Outswing(X,OX or XO,OXO Configurations) Series N Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R2 II (b)Inst 15180.1.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.1 for Design Pressure Ratings,any FL15180 R2 AE (b)Eval 15180.1.adf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.2 b.Smooth/Wood Grain/White 6'8"Impact"Glazed Fiberglass Double Door with or without Wood Grain/Rustic/Mahogany "Impact"Sidelites-Outswing(XX or OXXO-Configurations) Series N Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R2 II (b)Inst 15180.2.Ddf 'Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.2 for Design Pressure Ratings,any FLIS180 R2 AE (b)Eval 15180.2.odf additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 15180.3 c. Smooth/Wood Grain/White 8'0"Impact"Glazed Fiberglass Single Door with"Impact' Wood Grain/Rustic/Mahogany Sidelite(s)-Outswing(X,OX or XO,OXO Configurations) Series N Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R2 II (b)Inst 15180,3.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports ' Other:See INST 15180.3 for Design Pressure Ratings,any FL15180 R2 AE (b)Eva[ 15180.3.0f additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.4 d.Smooth/Wood Grain/White 8'0"Impact"Glazed Fiberglass Double Door with or without Wood Grain/Rustic/Mahogany "Impact"Sideiites-Outswing(XX or OXXO-Configurations) Series N Fiberglass Door Limits of Use Installation Instructions f Approved for use in HVHZ:Yes FL15180 R2 II (b)Inst 15180.4.pdf ,Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports { Other:See INST 15180.4 for Design Pressure Ratings,any FL15180 R2 AE (b)Eval 15180.4.0f additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars. 15180.5 e.Smooth/Wood Grain/White 6'8"Impact"Opaque Fiberglass Single Door with"Impact" Wood Grain/Rustic/Mahogany Sidelite(s)-Outswing(X,OX or XO,OXO Configurations) Series N Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS180 R2 11 (b)Inst 15180 5 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.5 for Design Pressure Ratings,any FL15180 R2 AE (b)Eval 15180.5.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.6 f.Smooth/Wood Grain/White 6'8"Impact"Opaque Fiberglass Double Door with or without Wood Grain/Rustic/Mahogany "Impact"Sidelites-Outswing,(XX or OXXO-Configurations) Series N Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes• FL15180 R2 II (b)Inst 15180.6.12df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third.Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15180.6 for Design Pressure Ratings,any FL15180 R2 AE (b)Eval 15180.6.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.7 g.Smooth/Wood Grain/White 8'0"Impact"Opaque Fiberglass Single Door with"Impact" Wood Grain/Rustic/Mahogany Sidelite(s)-Outswing(X,OX or XO,OXO Configurations) Series N Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15180 R2 II (b)Inst 15180.7.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.7 for Design Pressure Ratings,any FL15180 R2 AE (b)Eval 15180.7.odf additional use limitations,Installation,Instructions and Created by Independent Third Party:Yes product particulars. 15180.8 h.Smooth/Wood Grain/White 8'0"Impact"Opaque Fiberglass Double Door with or without Wood Grain/Rustic/Mahogany "Impact"Sidelites-Outswing;(XX or OXXO-Configurations) Series Ni Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS180 R2 I1 (b)Inst 15180.8.ndf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.8 for Design Pressure Ratings,any FL15180 R2 AE (b)Eval 15180.8.Ddf additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 15180.9 1.Smooth/Wood Grain/White 6'8"Impact"Opaque Fiberglass Single Door with"Non- Wood Grain/Rustic/Mahogany Impact"Sidelite(s)-Outswing(OX or XO,OXO Series N Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in.HVHZ:Yes FL15180 R2 1I (b)Inst 15180.9.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15180.9 for Design Pressure Ratings,any FLIS180 R2 AE (b)Eval 15180.9.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.10 J.Smooth/Wood Grain/White 6'8"Impact"Opaque Fiberglass Double Door with"Non- Wood.Grain/Rustic/Mahogany Impact"Sidelites-Outswing(OXXO-Configuration) Series`N Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R2 II (b)Inst 15180.10.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15180.10 for Design Pressure Ratings,any FL15180 R2 AE (b)Eval 15180.10.1)df additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15180.11 k Smooth/Wood Grain/White 8'0"Impact"Opaque Fiberglass Single Door with"Non- Wood Grain/Rustic/Mahogany Impact"Sidellte(s)-Outswing(OX or XO,OXO Series N Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FLIS180 R2 II (b)Inst 15180.11.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports, Other:See INST 15180.11 for Design Pressure Ratings,any FLIS180 R2 AE (b)Eval 15180.11.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. I 15180.12 I.Smooth/Wood Grein/White 8'0"Impact"Opaque Fiberglass Double Door with"Non- Wood Grain/Rustic/Mahogany Impact"Sidelites-Outswing(OXXO-Configuration) Series N Fiberglass Door Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15180 R2 II (b)Inst 15180.12.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15180.12 for Design Pressure Ratings,any FL15180 R2 AE (b)Eval 15180 12 pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 0 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here Product Approval Accepts: ®go E Credit Card Safe R R W Building Consultants; Inc. vY Consulting and.Engitieering Services for the-Building Industry BC Florida Board of Professional Engineers'cenifcateofAuthopzation No.980 Noduct E viduation // Rej)orl No.: FL-15180.2 _Date.- Auqust]4,2017 Product Sub Category Manufacturer Product.Name Category Plastpro Inc. Smooth i Wood Grain i White Wood Grain Exterior Swinging Exterior.Door 5200 W.'Century Blvd. Rustic 1 Mahogany Doors Assemblies Los Angeles,CA Series N Fiberglass-Door Phone 440.969.9773 Outswing-"Impact" Scope: Product Evaluation report issued':by R W Building Consultants,Inc.&.Lyndon F.Schmidt,P.E.(System iD#1998)for Plastpro Inc.,based on Rule Chapter No.61G2d=3;Method 1D ofthe State of Florida P.roduct,Approval;D"epartmentof Business&Professional Regulation. RVIi`'Building Consultants and Lyndon F.Schmidt,RE.do not have nor-will acquire financial interest:in.the company manufacturing'or distributing the product or in any outer entity'involved in the approval process of the product:named Limitations: 1. This producthas been.evaluated and is'in compliance with the 6th Edition_(2017.)Florida Building Code(FBC)structural requirements including the"High Velocity Hurdcane2one". 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 the"HVHZ"this.product.complies with Section 1626 of the Florida Building Code and does not require anti impact resistant covering: 4:When used in areas outside of the"HVHZ"requiring wind bome debris protection,this_product complies with FSC.Sections 1609.1..2&. R301.21.2.and does,not require an"impact resistant covering.This product meets missile level"U"and includes Wind:Zone.4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2&R30'1.2.'1.2.1. 5. For 2x stud framing construction,anchoring of these units shall be the.same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from.the details.of.drawing FL-15180:2 require further-engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for"HVHZ". 8. See drawing FLA 5180.2.for size and design pressure limitations. Supporting Documents: 1:. Test.Report:No. Test Standard Testing Laboratory Signed by TEL'07-022371 TAS.201,202,203=94 Testing.Evaluation Lab.,Ihc. Wendell Haney,P.E. TEL 01390365 TAS.261,202,203-94 'Testing.Evaluation Lab.,inc. Lyndon F.Schmidt,'P.E ETC 07-209-19303.0 ASTM D2843-99,ASTM D635-98 ETC Laboratories Ben Meunier ASTM D1929-96. ETC-08209-20.609:1 ASTM D538-03,G155=05a ETC Laboratories Guginder Dhami ETC 0.6-255-174:12.0 ASTM:E84-05 ETC Laboratories Joe Doldan,P,E. ETC 05-255-16776.0 ASTM G26-95,D2843-99,0635-93, ETC Laboratories Jere Doldan,P.E. D1929-96,D638-03 2. Miami-Dade NOA Materials Testing 15-1223.02 HP Polypropylene 15-1201.11 Saflex PVB interlayer(Eastman Chemical Co.) iolT 3, Drawing No. Prepared bv. W ee Signed&Sealed by: No Fl 15180:2 RW Building Consultants,Inc,.(CA#9813) ��aQ ",v®Lyndon F.Schmidt,P.E. 4. .Calculations Prepared by ° o ' ISfaned.&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) LL No 13405 % tendon R Schmidt, P.E. ASTM E1300 Glass Load Lyndon.F.Schmidt,P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and , STATE OF Management Institute,certifying that Plastpro Inc.is manufacturing product�?O,% & within a quality-assurance,program that.complies:with ISOIIEC 17020 and ���� m t �,►`� Lyndon F.Schmidt,RE. B yam" Guide 53. 'ep"", ? � ta FL PE all 017 Sheet 1 of 1 R R W Building Consultants, Inc. W B Consulting and.Engmeering Services for the Building Industry I C Florida Board of Professional Engineers Certificate ofAuthorization No.9813 / / _R(,port Relmri No.: FL-15180.2 Product Sub Category Manufacturer Product Name Category Plastpro Inc. Smooth!Wood.Grain i White Wood Grain Exterior Swinging Exterior,Door 5200 W.Century Blvd. Rustic/Mahogany Doors Assemblies Los Angeles,CA Series N Fiberglass Door Phone 440.969.9773 Outswing-"Im 'act" Scope: Product Evaluation reportlssued;by R W Building Consultants,Inc,&.Lyndon F.Schmidt,P.E.(System ID#1.998)for Plastpro.Inc.,based on Ruie Chapter No..61G20-3,Method 1D of the State of Florida P.roduct,Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F_Schmidt,RE:do not have norwill acquire financial interest'in the company manufacturing or distributing the product or in any other entityinvolved in the approval process of the product.named Limitations: 1. This product has been.evaluated and is°in compliance With.the 6th Edition(2017)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane•Zone'. 2. Product anchors shall be as listed and spaced as shown on details-Anchor embedment to base material shall b'e beyond wall dressing or stucco: 3: When.used in the"HVHZ"this.product complies with Section 1.626 of the Florida Building Code and does not requirean-impact resistant covering. 4.When used in areas outside of the"HVHZ"requiring wind bome debris protection,this.product complies with FBC Sections 1609.1.2& R301.21.2 and does,not require an'impact resistant covering.This product meets missile level"D"and includes Wind,Zorle.4 as defined in ASTM E 1996 and FBC Sections 1609.'1:2:2&R301.2.1.2.1. 5. For 2x stud framing construction,anchoring of these units shall be the.same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details.of drawing FL-15180:2 require further engineering analysis by.9 licensed engineer or registered architect. 7. This product meets water infiltration requirements for"HVHZ". 8. See drawing FL-15180.2.for size and design pressure limitations. Supporting Documents.- 1.. ocuments:1. Test.ReportNo. Test Standard Testing Laboratory Signed by TEL 07=0223-1 TAS 201,202,203=94 Testing.Evaluation Lab.,lnc. Wendell Haney,P.E. TEL 01390365 TM.261,202;203-94 Testing Evaluation Lab.,ine, Lyndon F.Schmidt,RE ETC 07-209-19303.0 ASTM Q2843-9.9,ASTM D635-98 ETC Laboratories Ben Meunier ASTM 01929-96 ETC 08-209-20609:1 ASTM 0538-03,G•155=05a ETC Laboratories Guginder Dhaml ETC 0.6-255-17412.0 AUM E84.05 ETC Laboratories Joe Doldan,P.E. ETC 05-255-16776.0 ASTM G26-95,D2843-99,D635-98, ETC Laboratories Joe Doldan,P.E: D1929-96,D638-03 2. Miami-Dade NOA Materials Testing 15-M3,02 HP Polypropylene 151201.11 Saflex PVB Interlayer(Eastman Chemical Co.) arxgrept� 3. Drawing No. PreQared bv. l r �'�� Sinned&Sealed by. No.FL-151802 RW Building Consultants,Inc,,(CA#9813) ,°� `+ ;• � . `s a ��Lyndon F.Schmidt,.P.E. 4. Calculations Prepared by ° '" lah6d.&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) -� itin 43409o rhdon R Schmidt,P.E. ASTM E130D Glass Load Lyndon.F.Schmidt,P.E. 5. Quality Assurance „D o ;Lv ` Certificate of Participation issued by National Accreditation and y;sP ATE Management institute,certifying that Plastpro.Inc.is manufacturing produci- 0_%b�,t*� G � within a quality:assurance program that.complies.with ISOAEC 17020 and ���� � _° ° �e, Lyndon F.Schmidt,PR- Guide 53, e�® I $ i FLPE No. .43409 17 -Sheet 1 of 1 plastpro -�_ � 5200 W.CENTURY BLVD. =v( * c° z LOS ANGELES CA 90045 o in X • X I-/ /•••. • ��� J O m to N • • • • '� 111. 1111 •�\, 2 o m o Smooth / Wood Gram / White Wood Grain � Z�a-- z- 9 Rustic /Mahogany r o m W m Series N Fiberglass Door XX s m a a aurswtNG E 9Fz "IMPACT" 151.5"MAX.O.A.FRAMEWIDTH & 3a SSnn GENERAL HOLES 37.25"MAK o FRAME WIDTH 74.0"MAX FRAME WIDTH 1• This product hos been evaluated and is in compliance with the 6th Edition(2017)Florida Balding1.3' I ti$ J Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZj. z y F W J ¢ A 2. Product anchors shall be as fisted and spaced as shown on details'.Anchor embedment to base & V' o material shall be beyond wall dressing or stucco. n J!3 3. When used in the WHlthis product complies with Section 1626 of the Florida Building Code and of o does not require an impact resistant covering. w < a 8 4. When used In areas requiring wind bome debas protection this product comp€ies with FBC Sections B O X ® X O a >>m 0 1604.12&R301.2.1I 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& o g R301.2,12.1. 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x �' ^ buck masonry construction. N z Li rn 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. ANIq _ o 7. Outswing configurations meet water infiltration requirements for"HVHZ'. OXXO Q TABLE OF CONTENTS z ' SHEEN DESCRIPTION I Typical elevations,design pressures&general notes 2 Dow panel details and glaring detail N a MAX MAX.SIDELITE DESIGN PRESSURE(PSF) ^a m 3 Sidelite panel deta and glazing decal 2 d ElevationsCONFIGURATION FRAME D.L.O. OUTSWING a-z u° 5 Horaontalcross sections DIMENSION DIMENSION POSITIVE NEGATIVE DATE!0212 1 )2 n 6 Vertical cross sectionsNsectionsXX 74"X 80.5 20.5"X 62.6x" +50.0 -50.0 MG.BY-. JK m 7 Vertical cross sections 8 Buck anchoring cm.BY. LFS 3 9 Frome anchoring OXXO 151.5"X 80.5' 20.5"X 62.63" + 10' Astragal details 50.0 -50A aw.m to 15 FL—f5t80.2 t° I I Bill of materials and components a snEE.z 1 ov t t 122" 091• GI 0.81' 1.27' ;O�•:,.... 16' L umi 1.19" EXTERIOR -��' z °o,("8TOP RAIL '// h* mz STILE INTERIOR STILE (COMP.) Tq &N-- COMP. (COMP.) _ z o z N LOCK BLOCK STILE REINFORCEMENT (20'LONG WOOD) STILE REINFORCEMENT $ g 9 r a (WOOD) (WOOD) FOAM CORE = g '� m a a t HORIZONTAL CROSS SECTION (POLYURETHANE- •.:..:.:••.,,.riARowal .CxAlrf.....•..:.•:......:.:;_ 2 1.9 PCF MIN.) E 9z ItUNtiFA4711eER Moo£L :: 3d STRUCTURAL SIUCINE(DOW 995) 5/8'GLASS BITE d KWIKSET lock SIGNATUnswES = DEADBOLT: SIGUMI[EMUESCM) NON STRUCTURAL SEALANT — ET. _ o YALE LOCK: THCDUECHOM 1'OVERALLGLASS THK. �ocw DEADBOLT: YHCOMMON(90SERIES) Zo bio 11V ANNEALED GLASS GI cl 00 �z 35.75'DOOR 0.040Rom WIDTH 24.27M MERLAYER FRAME WIDTH 1187 ANNEALED GLASS m zo INTERIOR EXTERIOR ° 2 20SMAX. ` UAIRSPACE C, o� 2 D.L.O.WIDTH 1 U8 TEMPERE?GLASS of a a #7-19 X 13/4'PPH ALUMINUM SPACER 1 i SELF DRILLING SMS 3A INT. m $ I /NON STRUCTURAL SEALANT a i �/ Gl GL4ZfNGDE1AfL '- FIBERGLASS SKIN _ (SEE DETAIL) -0 0 E w x 1.86' pNN z © �o[ INTERIOR N WOVEN a 2 b O _ �� FIBERGLASS ~ I o 0 s; Y• - / M � i � F �_..........._ 3A ODL GTE PRAME FIBERGLASS SKINT-/ EXTERIOR BOTTOM RAIL 0 Alum 4 ( ) 0.069"THK. (COMP.) DATE 02/21/12 z SEE HARDWARE ODL LIiEPP.)fRAME DOOR SKIN DETAIL SCAM N.T.S, CHART e VERJiCAL CROSS SECnON wc.ev: Ux m p 2 CNK.a: LFS ; DRAWM RDa DOOR P fL b FL-1518D.2 shm 2 aF 17 Q a ......... 1 22 obl" Gl .. 1.22 .0 1.19" S(TERIOR e. ZC3 7: c; Fir r zo 10 STILE z STILE INTERIOR (COMP.) TOP RAIL....... 0 xzo� (COMP.) (COMP.) % z mo 0 1�0, d 2 w STILEREINFORCEMENT a(L STILE REINFORCEMENT c C3 (WOOD) m 0:IL w tj"�HORIZONTAL CROSS SECTION FOAM CORE (WOOD) (POLYURETHANE- I.V PCF MIN.) STRUCTURAL SIUCINE POW 995) 51W GLASS BITE NON STRUCTURAL SEALANT EXT. I'OVERALL GLA M THK. 0 cz Iff ANNEALED GLASS du 35.7,T DOOR GI 0.0WSAFLEX9PV8 C�L WIDTH 2 8 24.2Z' as MA)L INTERLAYER ]fir ANNEALED GLASS INTERIOR EXTERIOR FRAME WIDTH g'-z 2D.5 MAYL AIRSPACE 0 DJ-O.WIDTH I/r TEMPERED GLASS < 0 1 1 #7-1 X 1-3X PPIi ALUMINUM SPACER >a-) SELF DRILLING SMS 3A LNT. NON STRUCTURAL SEALANT ' r2 G1 GLAZINGDEFAtt FIBERGLASS Slall (SEE DETAIL) Z;G m w z Im— 03 — INTERIOR m '7 0 b�d WOVEN IF FIBERGLASS Qo INTERIOR 0.06 >> 3 C4 lz u WODL LIFE M�Mf FIBERGLASS SKIN a(TERI(o) DATF.02/21/12 i (A..7 4M 3A I 0.069"THK. < (AjurTLI BOTTOM RAIL (TYP.) s—L- N.T.S. DOOR SKIN DEWL (COMP.) Dm.BY, JK ODL UTE FRAME cHr-sy.v LFS 60 SIDEIlTE PANELVERTICAL CROSS SECTION K 2 DRAWM NO-' FL-15180.2 Of j L FL\,O!nts\Plastpro,Inc PERMANENI\A-Florida Product Approvals\FL-15180IMpact Fiberglass Door-OuUwing\C-Drawings\FL-15180 6TH ED.(2017)\FL•15180.1.4.dwg.2-4 k < N W P N Q N N N� a V-+ V A N N Q z GQ o O o.N O �4 a N A ``��puunrlq��� ��. *.SCHM ., L� No.43409 O'Y' * r P PRODUCT: Doou—nte Praparod Byr D " o PLASTPRO INC. Lyndon F. Sohmtdt -�j ''•v:�2�1.OF,•' ���` FIBERGLASS DOOR P.E. No. 43409 �jQ�M,A o � ` y N 2 7 24 17 UPDATE t0 6TH ED. 2017)FBC JK PART OR ASSEMBLY: x�/��BUILDING CONSULTANTSS..•INC. o x Vr 7 4 22 15 UPDATE TO 5TH E0. 2014)FBC JK ELEVATION$ d I�VV p•O. Box 230. Valrim FL 33993 N N NO DATE BY Phona No.: 813.559.9197 REVISIONS FSPE CA No. 9813 02DI0 R.W.8-4oma CoNsuLT4NTa INa. R.•\0(entAlIlastproa Inc PERMANEN7\A•Florida Product Approvals\FL-15180 Impact Fiberglass Door-Outsvdng\C-Dravdngs\FL-15180 6TH EO.(2017)\FL-15180.14.dwg,Z-5 rn P Zg o 3 o tS y�+ TF- 1 2'zi 1rnzi125 70 :—Z r O 7O0 A n o N OFR rn rr1 a 0 0 p m ao 0 W 2 Q. D, 0 �_ - •. m An y � !Z m , O Z m O V O I'D 0 N rn g � 4s A C KN O � J m �D W A A n m x y O D• •Q 1! e•• � V y N V n 0 z ��.N3CHMjQ��''. No.43409 ' PRODUCT: Oo rttr Prap—dPLASTPRO INC. 9y:�. •N" , •, FIBERGLASS DOOR P.E.d No.P43409 Idt �ii�'' ''��NGRtDt �j``�� I° �o Z N) 27/24 1mK f1ff1111111 of r 7 UPDATE TO 6TH ED. 2017 FBO JK PART OR ASSEMBLY: J� BUILDING CONSULTANTS, INC. I+ p in\ 1 4/22 15 UPDATE TO 5TH ED. (2014) FEC JK p,0. Box 230, VDlrloo. FL 33595 iv n1 NO DATE BY HORIZONTAL Phone No.: 813.659.8197 REVISIONS CROSS SECTIONS Phone C.A. No. 9613 47. 21312 R.W.BUILDING CONOBLT 3 IND. W i RR11 v n v v v A v. a� v v v' C8 .o.• 70 ' N v v M M V i0 Z .TOT •v_. a v ° v 1-M MIN. MINK oo vv EMB.(TYP.) PP.) m Ia/aIMIN. EMB.ITYP.) a W . 7p v. v v v v. e� ° v v• n ° . 0 1 z ° m P •O v O•tJ n e S A 6. m �n Z zO o n 1-114-MIN EMB.( P. ) SCH�1.. i N0.43409 1p"y. Q Q PRODUCT: Dow"Ma Propore0 BY.�� ••, We PLASTPRO INC. Lyndon F. Schmidt 'ice ROR10* ,-�` _I. g N FiREROLASS DOOR P.E. No. 43409 I7.ft IO1 UI? Z N-i- 7 24 17 UPDATE TO 67N ED. 2077 fBC JK PART OR ASSEMBLY: K�//�BUILDING CONSULTANTS, INC. CD Vi In r i 4 22 15 UPDATE TO 5TH ED. 2014)TBC JK VERTICAL CROSS SECTIONS rJ lil/1/ P•0• Box 230, Valrtao, FL 33895 N N NO DATE BY VY Phone No.: 8;3.089.9197 REVISIONS FBPE.C.A. No. 9813 0 2012 R.W.BUILDING CONGULTANTG INC. R10ients\Plastpro,Inc PERMANENTVI-Florida Product Approvals\FL-151801mpaa Fiberglass poor-Outswing\C-Drawings\FL•15180 6TH ED,(2017)\FL•15180J-4.drg,2-7 v m N m W Z e. V y m O i-1l4'MIN. A EMB,(TYP.) fCA d° N y _ m m Z O o >Q V W 0 J ° 0.15' 4,. .' v CSINK- (TYP.) 4. O a �n v CA .P 1-1/4'MIN. Z +O o EMB.PYP.) �; 7J P 1 9 D zi ° v C) m� w� m o'qP E p' n s 1-1/4'MIN, ti r EMB.(TYP.) ZIm a n Oy iT3 N 111 O m Z P D 7K C w CD V N e V , 1.. _ o Z r � P N 1.1/4'"MIN. EMB.(TYP.) tpltl llllry� y No.}3409 PRODUCT: 9oaumaMe Prepared Byt-� F PIASTPRO INC. Lyndon F. Schmidt i� � '•`� ���` FIBERGLASS DOOR P.E No. 4340e �'�i���IQ�yAL 6`• .. �� Z N FIIIIIIItl11 g� � ` y -a 2 7 24 17 UPDATE TO STH ED. (2017)FBC JK PART OR ASSEMBLY: l U(BUILDING CONSULTANTS, INC. o N 7 04 22 15 UPDATE TO 5TH ED. 2074 FBC JK VERTICAL J IJ UI{ P-O. Box 230,VoIrtco, FL 33595 N N N0 DATE BY CROSS SECTIONS i Phone No.: 813.659.9197 REVISIONS FSPE C.A. No. 9813 0 SOI S R.W.SuMmINe oa1•eul.TAws IMa. R.1l7ienjs\Plastpro,Inc PERMANENT\H-Florida ProdtictA orals\FL-15180Im act Fiberglass Door-OutsWn\C-Ormin s\FL-151806TH ED.(2017)\FL•15180.1-4.dw.2-8 S•1 N :' f a o 0 08 D >•o.x; ag Sri„z: 0 as. �3a C jf �i W .��! (op � Z0 m2 X °a a . a —Tr3;^ gnnz A A TT.!.w: O 11 1r MAX. O.C.)Tl'P.) 4• OK Z x Z Z C 0` S'c t+1 Kim Z 00 z c1 01 j pa I r MAX. 4 O.C.)TYP.) / No.43409 i PRODUCT: Daeumenta FTep-red sy:l P., PLASTPRO INC. Lyndon F. Sehmrdt �i� s''•.........�•'' ``�� y o N FIBERGLASS DOOR P.E. No. 43409 �i,�'/pNAL Oo m !,, ,\\ 2 7 24 17 UPDATE TO 6h1 ED. 2017)FHC JK PART OR ASSEMBLY: /��/�r BUILDING CONSULTANTS,F INCL' C3 x to 1 422 15 UPDATE TO 5TH ED. 2014 FT1C JK BUCK ANCHORING d I VY P•O. Box 230. Vatrlto. FL 33595 NO DATE BY Phone No.: 813.859.9197 REVISIONS FBPE CA No. 9813 0 201 2 R.W.Ia IIILDINa c.NSULTANT9 INC. 3'(TYP.) 3-(TYP.) tg; �6'inP.) T(TYP.) (TY(TYP.) 6'(TYP.) 4C z ROD a 0 z SEE T E. 2X BUCK di - 2X BUCK Z. zo W 1X BUCK SEE DETAIL 2 s q OIL V Ix BUCK (L M(L IL MASONRYTYP.@ 2X BUCK-----" OPENING HEAD AND TYP.a JAMBS HEAD AND FRAME—, JAMBS .50-1 Z. FRAME %) ASTRAGAL P. SHOWN FOR — I REFERENCE TV.@ SILL 60: C3 2X BUCK MASONRY E2 0 x ONLY a Er TYP-® SILL H SILL I IL CC SEE DETAIL I (X a al SEE DETAIL FRAME ANCHORING FRAME ANCHORING 0 xx OXXO 1XBUCK P4 P L7 L 2X BUCK 9!E2 tn E z P-R T CONCREFE ANCHOR NOTM- DETAIL I DErA[L 2 1.Concrete anchorlocaffons of the comers may be adjusted to mohlob the rrAi. Attach astragal thmw bolt Astragal throw bolts C edge dWmx�e to matarloInts. Z) I Concrete cnchDrbmfbm noted as'MAX.ON CENrErmust be adjusted to of the threshold strike plate to frame nxtinfoln ft m1n,edge distance to morlorMnis,additional concrete anchors (Outsming) as shown P. may be required to ensum ft'MAX ON CENIER"dknonsion are not e=eeded I Concrete awJw tat4e: 28 1X BUCK H tWCHOR ANCHbR MIN N( 2X BUCK K bbe z E Ta OIRV I/.C 141r r 27 -E-.02/21/12 N® sc&E* N.T.S. aco , 114 1414" 1. owc,or JK MACOW IiVf LATCH&DEAD SOLTDETAIL cm of.. LFS 3/16• okwm No.:15 WOODSCREW MWALLAnON NOTES: HINGE DErAIL ASTRAGALSTRIKE JAMB HINGE JAMB 180.2 FL- 1.Maintchr)a"nim"518"edge 07stance,rend carance,& spacing of c wood screws to prevent ft 5p5tHng of wood. SITEU OF R:\Llients\Ptastp%Inc PERMANENT\A.Florida Product Approvals\FL-15180 Impact Fiberglass Door-OutnAng\C-Drawin9s\FL-151606TH ED.(2017)\FL-15180.1-4.dwg,2.10 { ' } I TOP I w A.A C V � V Mo p1Mo . 0 2 6y--I —4 oar o s r T— o 7p qcQt�Z A 3 s 4 3 c 0 � � r 0 1iJ r I O.S' c BOTTOM 3'm SCHI1��� P- '• PRODUCT: Dooums"t.Prgw. ,���i •• .....•.BLRGUSSEdFt9I F7fPOOR PP No +3o '•G``��� �� �ONAI.Ii ttrrnrt ,or m r- ` 14 2 -772717 UPDATE TO MH ED. 20}7 FBC JK PART OR ASSEMBLY: f� BUILDING CONSULTANTS, INC. to } tl4.72.15 UPDATE TO 5TH EO. 20}4 FBC JK ASTRAGp1 DETAILS �/j/ ". Box 230,ValNco, FL 33$94 N IJ NO DATE BY Phone No.: 873.859.9197 REVISIONS FBPE'C.A. No. 9813 0 2012 R.W.BUILDING CDN6ULTANT6 IND. i BILI OF MATERIALS 4,0 �= ITEM Y DESCRIPRON MATERIAL A 1X BUCKSG> 0.55 WOOD -v-c° 'Z-.�® B 2XBUCKSG>=0.55 WOOD ��' Z Qr , C 1/4"MAX.SHIM SPACE - %me q: 3 1: �'�. CONCREfE SCREW STEEL D 1MASONRY4-3`000 P 1 MIN.CONCRETE CONFORMING TO ACI CONCRETE _ 4W ' .11111111TTS `` p m i 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 0 o o G 3/16"X 31/4"PFH IibY CONCRETE SCREW STEEL �— — �; g rm g m g w H 1/4'x 3-1/4"PFH ELCO OR TTW CONCRETE SCREW STEEL °c a d I 1/4"X 2-1/4"PFH ELCO OR TTW CONCRETE SCREW STEEL L)p 4"� m d a J 1/4"X 33/4"PFH ELCO OR ITW CONCRETE SCREW STEEL K #9 X 2-1/7'PFH WOOD SCREWSTEEL 2A4" & a L #10 X 2-1/2"PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL 20 4-9 16"IAMB c M #8 X 2"PFH WOOD SCREW STETS Fs gerlofnl pn� w 7 FORCE 5 WEATHERSTRIP(ENDURA) FOAM 8 COMPRESSION WEATHERSTRIP QLON 650(SCHLEGEL) - FOAM 9 4'X 4"BUTT HINGE STEL z$ w 10 #9 X 1"PFH WOOD SCREW STEEL 11 #9 X 3/4'PFH WOOD SCREW STEEL 0 o U 20 FINGER JOINTED PINE FRAME.HEAD&HINGE JAMBS WOOD 21 POLY FIBER JAMB COMP./VINYL am 27 LATCH STRIKE PLATE STEEL 4S6" jl m 28 DEADBOLT STRIKE PLATE STEEL 29 OUTSWING THRESHOLD(DLP) ALUM./WOOD d 36 EXTRUDED ALUMINUM"ULTIMATE HURRICANE ASTRAGAL"BY ENDURA ALUMINUM } 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 60 SIDELITE PAN EL-SEESIDELITE PANEL DETAILSHEET FOR CONSTRUCTION DETAILS 87 ASTRAGAL STRIKE PLATE STEEL 4 88 2X REINFORCEMENT(CLEAR PINE:SG>=0.49) WOOD POLY FIBER JAMB .9 En W W le �o c » d s 4.56" w 2.113" N N0 J 7. O 0 z DAM 02/21/12 = SCAM N.F.S. a r N OUMMMG THRESHOLD BY UP om BY: JK m' 9 CHK,sr. LFS 3 DMWm NO- FL-15180.2 a s1r 11 OF 71