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Home My WebLink AboutProduct Approval (2) BCIS Home j Log In User Registration Hot Topics Submit Surcharge I Stats&Facts Publications � FBC Staff BCIS Site Map Links I Search Florida Product Approval :USER:Public User d r j-�;-- Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL22401 Application Type New Code Version 2017 Application Status Approved RECEIVED *Approved by DBPR.Approvals by DBPR s iall be reviewed and ratified by the POC and/or the Commission if necessz ry. I n N o 3 2019 Comments ST. Lucie County, Permitting Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz,PA 17030 (717)365-3300 Ext 2560 bsitiinger@miwd.com Py Authorized Signature Brent Sitlin9 r bsitlinger@miwd.co Technical Representative LE 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.Urich,PE �p0j 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 ASTM E1886 2005 ASTM E1996 2012 Equivalence of Product Standards Certified By II Product Approval Method Method 1 Option A Date Submitted 06/08/2017 i Date Validated 06/21/2017 Date Pending FBC Approval d A Date Approved 06/29/2017 Summary of Products FL# Model,Number or Name Description 22401.1 Series 120/130/140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door- Non- Sliding Glass Door Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL22401 RO C CAC 16368.pdf Approved for use outside HVHZ:Yes FL22401 RO C CAC 16371.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure:N/A 02/02/2022 Other:Refer to Installation Drawing Installation Instructions FL22401 RO_II 08-03087.pdf 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)- Sliding Glass Door Non-Impact Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL22401_R0 C CAC6X 366.pdf 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 Drawi Installation Instructions FL22401 RO II 08-03089.pdf Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party:Yes Evaluation Reports PL22401 RO AE S13978.odf Created by Independent Third Party:Yes 22401.3 Series 120/130/140 Aluminum Series 120/130/140 Aluminum Sliding Glass Door-Impact Sliding Glass Door Limits of Use Certification Agency Certificate Approved for a in HVHZ:No FL22401 RO C CAC 16369.Ddf Approved for se outside HVHZ:Yes FL22401_R0 CCAC 16370.P-Lf Impact Resis nt:Yes Quality Assurance Contract Expiration Date Design Pressu e:N/A 11/29/2021 Other:Refer to stallation Drawing Installation Instructions FL22401 RO II 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 ROC CAC 16367.pdf Approved for use outside HVHZ:Yes FL22401 RO CCAC 16373.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 II 08-03088.pdf Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party:Yes Evaluation Reports FL22401 RO AE 513977.pdf Created by Independent Third Party:Yes Sack Id xt 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,emall-addresses.are public records.If you do not want your e-mail address released in responseto 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 REVISIONS REV DESCRIPTION DATE I APPROVED NOTES: 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1 REQUIREMENTS OF THE FLORIDA BUILDING CODE. 7/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY INSTALLATION DETAILS. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16, FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #14 SMS OR SELF RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17. ALL FASTENERS TO BE CORROSION RESISTANT. INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF ALUMINUM 6063-T5 FU=30KSI .048" THICK MINIMUM THE ARCHITECT OR ENGINEER OF RECORD. 19. APPROVED CONFIGURATIONS: OX, X0, XX, OXXO, PX, XP, PXXP, PIX, XIP, PIXXIP, XIX, DIX, 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS XIO, PIIX, XIIP, XIIX, OIIX, XIIO, PIIIX, XIIIP PROVIDED, 20.DOOR ASSEMBLIES INSTALLED IN AREAS WHERE OVERHANG RATIO IS EQUAL OR GREATER 8. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT. SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED IALS AND THICKNESS CAPABLE OF SUSTAINING APPLICAB S. 10. WIND LOAD DU RAT ACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULA 11. FRAME MATE : EXTRUDED ALUMINUM 6005-T5. 12. UNITS M BEG ER-AS`fM"E7300=04"/09-•SEE"SHEET•-24_.FOR,.GLASS DETAILS. 13. APP B-t ACT PROTECTI FOR THIS PROEiUCT`IN-^WIND E DEB F HORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE D SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:06/14/2017 MI 650DW STM RWINOWS ANDE STREET OORS LLC \`\\J\511 II�/� ,/,i GRATZ, PA 17030 `v�•��6ENS,�9s.�� TABLE OF CONTENTS SERIES 120/130/140 ALUMINUM SLIDING f!*: 0,'6261 GLASS DOOR - IMPACT (o(�r SHEET NO. DESCRIPTION NOTES ��-41 STATE` 1 NOTES DRAWN: DING NO. REv %�'�FS,•;c(ORIDP•G� ` 2 - 3 ELEVATION, ANCHORING LAYOUTS AND CHARTS R.S. DATE 08-03086 s�pNAi` 4 PIAN VIEWS NTS 04/13/17 1 OF 24 5 - 23 INSTALLATION DETAILS L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 24 GLAZING AND SILL RISER DETAILS 1432WOODFORDRDLEWISVILLE.NO27023 FL No.: 62514 434-688-0609 rltomas@Irfomaspe.com REVISIONS REV DESCRIPTION GATE APPROVED 191" MAX FRAME WIDTH 6" MAX MAX60.C, 6„ M AX 6" MAX Chart#1:Unitswlth2 panels - (2) ANCHORS Number of anchor locations required(2 anchors par location) PER LOCATION Frame Fremo Width 0n SEE CHARTS Holght 48.00 60.00 72.00 84.00 96,00 #1, #2 & #3 n H8S Jamb H8S Jamb H8S Jamb H&S Jamb H&S Jamb FOR NUMBER 80.00 4 e 4 6 5 6 8 1 8 1 7 6 OF LOCATIONS 84.00 4 6 a B 5 6 6 6 7 6 0/0 90.00 4 8 4 6 5 88 8 7 t3 96.00 4 7 4 7 5 7 8 7 7 T 96" 16" MAX MAX O.C. FRAME -F- HEIGHTO �/ V V Chart H2:Unita with 3 panels /� /� /� Number of anchor locations required(2 anchors par location) Frame Frame Width In 0 0 0 SHeight 108. 128.00 144.00 on) H 8 5 Jamb H 8 S S Jamb H 6 S Jamb Jamb HSS Jamb H d 5 Jamb 80.005 6 6 6 7 6 9 6 10 6 84.01F 4.00 5 6 1 6 1 6 7 1 8 1 9 8 10 6 / 90.00 5 86 6 7 8 9 8 10 8 - 96.00 5 7 6 7 7 7 9 7 10 7 6" MAX Chart#3:Units with 4 panels Number of anchor locations required 2 anchors per location SERIES 120 ALUMINUM SLIDING GLASS DOOR-IMPACT 2,3,&4 TRACK(OXXX) Frame Frame Width in EXTERIOR VIEW Height 96.00 120.00 144.00 168.00 !92.00 FINLESS&FLANGE INSTALLATION (in) H&S Jamb H 8 S Jamb H&S Jamb H&S Jamb H&S Jamb 80.00 7 6 8 8 10 8 11 8 13 6 84.00 7 8 8 8 10 8 11 8 13 8 80.00 7 8 8 6 10 6 11 8 13 8 WITH STANDARD SI WITH 25/8"&3 1/2"S NDERS 88.00 7 7 8 7 1 10 1 7 11 7 13 7 DESIGN PRESSURE RATING IMPACT RATING 1N1V PR RATING IMPACT RATING +15.01-55.OPSF LARGEANDSMALL ±55.OPSF LARGE AND SMALL MISSILE IMPACT MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 3 MISSILE LEVEL D,WIND ZONE 3 SIGNED:06/14/2017 WHERE WATER PENETRATION RESISTANCE IS REQUIRED WHERE EATER PENETRATION RESISTANCE IS REQUIRED ORS WITH STANDARD SILL,25/8"&3 1/2-SILL EXTENDERS M I 650 WINDOWS GRATZ,MARKET RKKETOOSTTREET LLC ``\�%.I\r'.NS.. DESIGN PRESSURE RATING IMPACT RATING lip •• SERIES 120/130/140 ALUMINUM SLIDING =*• 0, 61 yk= NOTES: LARGEANDSMALL (�(* f55.OPSF GLASS DOOR - IMPACT 1. MAXIMUM PAN3L SIZE:48 5B"x 93112" MISSILE IMPACT �'0 J'v� 'ate ELEVATION mgt• STAT OF 2, MAXIMUM D.L.0.:4058"x851/2" ,pMISSILE LEVEL D, WHERE WATER PENETRATION RESISTANCE S ANCE S NOT REQUIRED IND ZONE 3 DRAWN: owc No. 08-OE3�086 REV '/',ijSs/ONA�. 0O3 NN SCALE NTS 04/13/17 2 OF 24 HARDWARESCHEDULE LROBERTOLO"P.E. Luis R. Lomas P.E. A. TANDEM ROLLER ASSEMBLY 2 PER PANEL 8'FROM EACH END OF BOTTOM RAIL 1432 WOODFOAD RD LEWISVILLE,NC 27023 FL No.: 62514 8. LOCK HANDLE,1 PE7 OPERABLE PANEL AT LOCK STILE,39"FROM THE BOTTOM RAIL 434.688.0609 r1lomas@1domaspe.com REVISIONS 5/8" MIN. REV DESCRIPNON DATE APPROVED WOOD FRAMING EDGE DISTANCE OR 2X BUCK BY OTHERS 1 3/8" MIN. EMBEDMENT 1 3/8" MIN. 1/4" MAX. EMBEDMENT r SHIM SPACE BACKER ROD 1/4" MAX. INTERIOR & APPROVED SHIM SPACE SEALANT 5/8' MIN. EDGE DISTANCE #14 WOOD SCREW F` #14 WOOD EXTERIOR SCREW WOOD FRAMING INTERIOR OR 2X BUCK BY OTHERS EXTERIOR NOTES: 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. 0'-' row 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E2112 #14 WOOD SCREW SILL TO BE SET AC R ROD IN A BED OF PPROVED APPROVED SEALANT SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION BACKER ROD & APPROVED 1/4" MAX. SEALANT SHIM SPACE SIGNED:0611412017 1 3/8° MIN MI WINDOWS AND DOORS LLC \\NR II.� ,;� EMBEDMENT 650 WEST MARKET STREET \\J\S d�19�i�� GRATZ, PA 17030 \v••��GENS�•s SERIES 120/130/140 ALUMINUM SLIDING *• 0 g61 k WOOD FRAMING = - GLASS DOOR - IMPACT OR 2X BUCK BY OTHERS 5/8" 3 TRACK FINLESS INSTALLATION DETAILS TATE OF EDGE DISTA E DRAWN: DWO N0. REV �i�.o� 40RIOQ;• �� WOVERRTICAL RPOBUCKSECTION T IONION R.S. �� 08-03D86 - �� ONA"�aG\`\ NTS 04/13/17 8 OF 24 L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WO ODFORD RD LEWISVILLE.NO 27023 FL No.: 62514 434-688.0609 r1lomaspl4omaspe.com