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Home My WebLink AboutPRODUCT APPROVAL'Stav a Lucie County �- - - - BCIS Home I Log In I User Registration I Hot Topics Su mit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Florida r,' ,Product Approval gg USER: Public User GHO Homes COM Wood lot 277 Product Approval Menu > Product or Application Search > Application List > Application Detail Meadgen a Drive 3218 t Pin • � FL # � FL22401 Application Type New Code Version 2017 _ - Application ,Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived J Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 (717) 365-3300 Ext 2560 ;A bsitiinger@miwd.com Authorized Signature Brent Sitlinger $s bsitlinger@miwd.com a� Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) r`. r a� Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE (✓ Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/I,S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/08/2017 Year 2011 2008 2011 2005 2012 Date Validated Date Pending FBC Approval Date Approved Summary of Products 06/21/2017 06/29/2017 FL # Model, Number or N9Ime 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.pddf, 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 RO C CAC 16366.pdd Approved for use outside HVHZ: Yes FL22401 R0. C CAC 16372.(�df Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 02/08/2022 Other: Refer to Installation Drawing Installation Instructions FL22401 RO II 08-03089.pdf Verified By: LUIS ROBERTO LOMAS 62514 Created by Independent Third Party: Yes Evaluation Reports FL22401 RO AE 513978.pdf Created by Independent Third Party: Yes 22401.3 Series 120/130/140 Al iminum 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.pddf, Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 11/29/2021 Other: Refer to Installation 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 A uminum Series 120/130/140 Aluminum Sliding Glass Door (OXO) - Sliding Glass Door Impact Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL22401 RO C CAC 16367.pdf Approved for use outside HVHZ: Yes FL22401 RO C CAC 16373.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 Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright12007-2013 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 o� 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 communlcat�on with the licensee. However email addresses are public record. If you do not wish to supply a personal 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 8. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL- EXTRUDED ALUMINUM 6005—T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY GLAZING. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. I TABLE OF CONTENTS SHEET NO.1 DESCRIPTION REVISIONS REV DESCRIPDON DATE I APAROVEO 15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1 7/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #14 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM 19. APPROVED CONFIGURATIONS: OX, X0, XX, OXXO, PX, XP, PXXP, PIX, XIP, PIXXIP, XIX, OIX, XIO, PIIX, XIIP, XIIX, OIIX, XIIO, PIIIX, XIIIP NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGHT/OVERHANG HEIGHT. 1 NOTES 2 — 3 ELEVATION, ANCHORING LAYOUTS AND CHARTS 4 PLAN VIEWS 5 — 23 INSTALLATION DETAILS 24 SILL RISER DETAILS SIGNED: 0611412017 ANDDOORS MI WINDOWS650 WEST STREETLLC ````J\S1Rllltl0�9��i GRATZ, PA 17030 ` r,•�\CENS�,•S�� = 51GLASS SERIES 120/130/140 ALUMINUM SLIDING DOOR TES IMPACTNOTES M-TAT ��DOF ORIO P�•IT ORawN: owc No. OS SCALE DATE SHEET87 NTS 04/18/17 OF 24 I LUIS R. Lomas P.E. FL No.: 62514 L.ROBERTO LOADS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 Alomas@Momasp&wm 191" MAX FRAME WIDTH 6" MAX 16" r I�— 6MAX MAX O.C. " 6" MAX 96" 16" MAX MAX D.C—. FRA HEIGHT O O 0 X Ox X 0 X LL SERIES 120 ALUMINUM SLIDING GLASS DOOR NON -IMPACT 2, 3, & 4 TRACK (OXXX) EXTERIOR VIEW FINLESS & FLANGE INSTALLATION WITH STANDARD SILL WITH 2 518' & 3 1/2' SILL EXTENDERS DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING +25.01-55.OPSF NONE ±55.OPSF NONE WHERE WATER PENETRATION RESISTANCE IS REQUIRED WHERE WATER PENETRATION RESISTANCE IS REQUIRED WITH STANDARD SILL 2 518" & 3 1/2' SILL EXTENDERS DESIGN PRESSURE RATING IMPACT RATING ±55.OPSF NONE NOTES: f. MAXIMUM PANEL SIZE: 48 5/8' x 93 1/2' WHERE WATER PENETRATION RESISTANCE IS NOT REQUIRED 2. MAXIMUM D.LO.: 40 518' x 851/2' 1 PER (2) ANCHORS PER LOCATION SEE CHARTS #1, #2 & #3 FOR NUMBER OF LOCATIONS REVISIONS DESCRIPTION DAZE I APPROVED rl,a.�frt� Itnifewtfh � oaeat� Number of anchor locations required (2 anchors per location) Frame Frame Width (n) Height (in) 48.00 H& S Jamb 60.00 H& S Jamb 7200 H& S Jamb 84.00 H& S Jamb 96.00 H& S Jamb 4 6 4 6 5 6 6 6 6 7 6 4 6 4 6 5 6 6 7 6 I 4 6 4 6 5 6 6 6 7 6 4 7 4 7 5 7 6 7 7 7 rh..f!f• Ifni.—[#. i n .In Number of anchor locations required (2 anchors per location) Frame Frame Width (in) Height (in) 7200 H& S Jamb 90.00 H& S Jamb 10&00 H& S Jamb 126.00 H& S Jamb 144.00 H& S Jamb 80.00 5 6 6 6 7 6 9 6 10 6 84.00 5 6 6 6 7 6 1 9 6 10 6 90.00 5 6 6 6 7 6 9 6 10 6 .1.00 5 7 6 7 7 7 9 7 10 7 rh.. fM• I Ines wnf. A ro .Il Number of anchor locations required (2 anchors per location) Frame Frame Width (in) Height (in) 96.00 H& S Jamb 120.00 H& S Jamb 144.00 H& S Jamb 16&00 H& S Jamb 19200 H& S Jamb 80.00 7 6 8 6 10 6 11 6 13 6 8T 00 7 6 1 8 1 6 10 6 11 6 13 6 90.00 7 6 1 8 1 6 10 6 11 6 13 6 96.00 7 7 1 8, 1 7 10 7 1 11 1 7 13 7 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — NON —IMPACT ELEVATION DRAWN: DWG NO. REV A.R. I08-03087 — 'ME NTS a1E 04/18/17. --2 OF 24 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEMSVILLE, NO 27023 434-688-0609 dlomasOldomasoe.wm SIGNED: 0611412017 J�\X`' R IL D't1��i :i�OF,fg Luis R. Lomas P.E. FL No.: 62514 191" MAX FRAME WIDTH 6" MAX 16" �� MAX D.C. r — — — — — I 6" MAX I I I I I I I 1 16" 96" I MAX O.C. MAX FRAME HEIGHT I I POCKETUNDER I SEPARATE APPROVAL I TO BE REVIEWED BY BUILDING OFFICIAL I I 1 _ I 6" M L---- AX 6" MAX —+ X X REVISIONS DESCRIPTION DATE APPROVED I HOOK STRIP I (1) ANCHOR I PER LOCATION 1 SEE CHART I #1, #2 & #3, 1 SHEET 2 FOR I NUMBER OF LOCATIONS I I I I I POCKET UNDER I SEPARATE APPROVAL I TO BE REVIEWED BY I BUILDING OFFICIAL I I I "— HEAD AND SILL (2) ANCHORS SERIES 120 ALUMINUM SLIDING GLASS DOOR NON -IMPACT 2, 3, & 4 TRACK (PIXXIP) PER LOCATION. SEE CHARTS #1, #2 & #3 EXTERIOR VIEW FOR NUMBER OF LOCATIONS FINLESS & FLANGE INSTALLATION WITH HOOK STRIP WITH STANDARD SILL , WITH 2 5/8' & 3 1/2' SILL EXTENDERS DESIGN PRESSURE RATING IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING +25.01-55.OPSF NONE t55.OPSF NONE WHERE WATER PENETRATION RESISTANCE IS REQUIRED WHERE WATER PENETRATION RESISTANCE IS REQUIRED SIGNED: 0611412017 MIWINDOWS AD DOORS LLC I �:CIJo/�,,//' WITH STANDARD SILL 2 518'& 3 1/2" SILL EXTENDERS 650 WEST STREET ``\R 9s�� DESIGN PRESSURE RATING IMPACT RATING GRATZ, PA 17030 `�V •��G fi M SF SERIES 120/130/140 ALUMINUM SLIDING t55.OPSF NONE GLASS DOOR — NON—IMPACTNOTES: M-TAT - ELEVATION %j OF 1. MAXIMUM PANEL SIZE 48 5/8' x 93 1/2' WHERE WATER PENETRATION RESISTANCE IS NOT REQUIRED _ i�iP'. R P. •�� 2. MAXIMUM D.L.0.:405/8'x85f/2' DARK DWG NO. '��i/�?/pNA4E�G��` 08-03087 sruE NTS DATE 04/18/17 s"-3 OF 24 7jl/111111I0 HARDWARE SCHEDULE DEM ROLLER ASSENSLY, 2 PER PANEL, 8' FROM EACH END OF BOTTOM RAIL, L ROBERTO LOMAS P.E. 1432WOODFORD RD LEMSVILLE NC27023 LUIS R. Lomas P.E. FL No.: 62514 K HANDLE, 1 PER OPERABLE PANEL AT LOCK STILE, 39' FROM THE BOTTOM RAd 434-688-0609 rflomas@Idomaspe.aom l REVISIONS DESCRIPTION DATE I APPROVED POCKET [POCKET PyyP ex--� POCKET POCKET C:��fl fi�_o POCKET J OPPOSITE) XIIO (OIIX OPPOSITE) PIIIX (XIIIP OPPOSITE) POCKET XIO (OIX OPPOSITE) PIIX (XIIP OPPOSITE) LAYOUTS SHOWN AS REFERENCE ONLY. 0=11'r PANELS MAY BE MIXED & MATCHED AS NECESSARY MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR - NON -IMPACT PLAN VIEWS DRAWN: DWG NO. A.R. 08-03087 SCALE NTS JDAE 04/18/17 1 SHEE 4 OF 24 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC27023 434-68"609 Alomas@f fbmwpe.wm SIGNED: 0611412017 51 AA OF •. �4 j�ONA `1��\`�� Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS MIN. iISTANCE MIN. KEPT I 'REW REVISIONS REV DESCRIPTION DATE I APPROVED 1 3/8" MIN. EMBEDMENT 1 5/8" MIN. EDGE DISTANCE #14 WOOD —j SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE BACKER ROD DESIGNED IN ACCORDANCE WITH ASTM F-2112 & APPROVED SEALANT #14 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 1 /4" MAX. _ SHIM SPACE t / 1 3/8" MIN ENT 5/8" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 /4" MAX. SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR.— NON —IMPACT 2 TRACK FINLESS INSTALLATION DETAILS DRAWN: DWG NO. A.R. 08-03087 SCALE NTS I DATE 04/18/17 1 SHEET OF 24 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEMSVILLE, NC 27023 434-M-0609 Alomas Mlrlomasm.wm SIGNED: 0611412017 ``\`5111�1 1110�z��i *• o 51 ••*= ;7 VE OF -•1lrunm��- Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT 5/8" MIN. EDGE DISTANCE MAX. IM SPACE SMS OR DRILLING N 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 #14 SMS OR SELF DRILLING SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT METAL STRUCTURE B 5 8 MIN. Y OTHERS EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1 /4" MAX. _F SHIM SPACE 11_T REVISIONS REV DESCRIPTION 1 /4" MAX. SHIM SPACE 5/8' MIN. EDGE DISTANCE #14 SMS OR SELF DRILLING SCREWS METAL STRUUClURE-1 BY OTHERS BACKER ROD & APPROVED SEALANT DALE APPROVED INTERIOR jrl: EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — NON —IMPACT 2 TRACK FINLESS INSTALLATION DETAILS DRAWN: DWG NO. REV A.R. 08-03087 — SCALE NTS I DATE 04/18/17 1 SNEL76 OF 24 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 Alomas@ltlomaspe.00m SIGNED: 0611412017 •%GENSFq`P/�� TAT E OF Luis R. Lomas P.E. FL No.: 62514 2 3/16" MIN 1 7/8" MIN REVISIONS SEPARATION EDGE DISTANCE r REv DESCRIPTION DATE APPROVED CONCRETE/MASONRY BY OTHERS a 1 1/4" MIN. 1 1/4" MIN. ° EMBEDMENT EMBEDMENT OPTIONAL 1X BUCK ° • °� 1/4" MAX. SEE NOTES 3 — 7 • —� SHIM SPACE SHEET 1 A� - ' v 1 7/8" v BACKER ROD 1/4" MAX. MIN. INTERIOR & APPROVED SHIM SPACE EDGE v , SEALANT DISTANCE a 1/4- TAPCON o - a ..a ° 2 3/16" MIN a' . SEPARATION : EXTERIOR 1/4" TAPCON • v. o EXTERIOR INTERIOR _ CONCRETE/MASONRY :a BY OTHERS-' BACKER ROD & APPROVED OPTIONAL 1X BUCK SEALANT SEE NOTE 3-7 SHEET 1 1/4" TAPCON JAMB INSTALLATION DETAIL SILL TO BE SET CONCRETE/MASONRYINSTALLATION IN A BED OF NOTES: APPROVED SEALANT 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE BACKER ROD DESIGNED IN ACCORDANCE WITH ASTM E2112 & APPROVED 1 /4" MAX. SIGNED: 0611412017 SEALANT SHIM SPACE MI WINDOWS 650 WEST M RDKET DOORS STTREET LLC \```J\5 IR I IL(0 /z —1 GRATZ, PA 17030 `w,•��GENS�.,cf"`� OPTIONAL 1X BUCK e • ° SERIES 120/130/140 ALUMINUM SLIDING =*• 0 ,5 3 — 7 1 *% SEE NOTE 1 /4" MIN GLASS DOOR — NON —IMPACT �,orkE • x` SHEET 1 �_ EMBEDMENT 2 TRACK FINLESS INSTALLATION DETAILS �A . TAT OF:` CONCRETE/MASONRY ° DRAWN: Dwc No. REV BY OTHERS 2 3116" MIN 1 7/8" MIN scALE DATE oa—so3o87 — SEPARATION EDGE DISTANCE NTS 04/18/17 7 OF 24 VERTICAL CROSS SECTION L.ROBERDLEMTO VILLE, Luis R. Lomas P.E. fA32 WOO -0609 dlb as ISVILLasp9 27023 FL No.: 62514 CONCRETE/MASONRYINSTALLATION 434-688-0809 Alomas@Idomaspe.com AL WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT ISTANCE MIN. BENT �I ;REW REVISIONS11 REV DESCRIPTION DATE I APPROVED 1 3/8" MIN. EMBEDMENT 1 5/8" MIN. EDGE DISTANCE #14 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4" MAX. r SHIM SPACE INTERIOR EXTERIOR 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 r,—TF- #14 WOOD SCREW SILL TO BE SET BACKER ROD IN A BED OF & APPROVED APPROVED SEALANT SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION BACKER ROD & APPROVED 1/4" MAX. SEALANT SHIM SPACE ' SIGNED: 0611412017 i 1 3/8" MIN MI WINDOWS AND DOORS LLC EMBEDMENT 650 WEST MARKET STREET GRATZ, PA 17030=��,J•��6 E Af �., +-s SERIES 120/130/140 ALUMINUM SLIDING _ *• 0 5 WOOD FRAMING GLASS DOOR — NON —IMPACT OR 2X BUCK BY OTHERS 5/8" MIN 3 TRACK FINLESS INSTALLATION DETAILS `TATE OF ; �Z EDGE DISTANCE DRAWN: DWG ND. REv �'�►•.'cC P•�� .•ORIQ.O�� WOOD FRAVERTMCAL MING ORROSS 2X BUCK INSTAL.LATION - SCALE DATE OS SHEE187 - �jsfONA NTS 04/18/17 8 OF 24 L. ROBERTO LOMAS RE LUIS R. Lomas P.E. 1432 WOODFORD RD LEMSVILLE, NC 27023 434-688-0609 Alomaz@IAama De.wm FL No.: 62514 METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT �- 5/8" MIN. EDGE DISTANCE I4" MAX. IM SPACE. SMS OR DRILLING N 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 #14 SMS OR SELF DRILLING SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 1/4 . MAX. F SHIM SPACE METAL STRUCTURE 5/8" MIN. BY OTHERS VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE INSTALLATION REVISIONS DESCRIPRON 5/8" MIN. EDGE DISTIIANCE J� #14 SMS OR SELF DRILLING SCREWS METAL STRUCTURE 1 /4" MAX. SHIM SPACE DATE I APPROVED INTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0611412017 MI WINDOWS AND DOORS LLC 01111!III<y R.� Cps//�� 650 WEST MARKET STREET GRATZ, PA 17030 `��5 `wJ•��GENSc.�gif'�'`� SERIES 120/130/140 ALUMINUM SLIDING = *� IK0 F'5 GLASS DOOR —NON—IMPACT 3 TRACK. FINLESS INSTALLATION DETAILS �q0 TAT OF �� REV '�`'•'PCOR10" . ��+`� ',,��/S1/I DRAWN: DWG NO. OS NA1 'E \\��. SCALE NTS DATE 04/18/17 sNEEr 97 OF 24 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609. rllomas(&lrlomasw.00m Luis R. FL NoLas P Lomas P.E. CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROD & APPROVED SEALANT 4 7/16" MIN 1 7/8" MIN. SEPARATION EDGE DISTANCE r REv .4• .. d ' <. a .. • a • ' 1 1/4" MIN. 1 1/4" MIN. ° •4• : d: <. EMBE`IM EMBEDMENT ° 0.4 7/8 ?rill 1/4"MAX. 1MIN."�1 11 SHIM SPACE EDGE ` DISTANCE - 1/4" TAPCON .. ti NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 4 7/16" 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE MIN b , DESIGNED IN ACCORDANCE WITH ASTM E2112 SEPARATION I'ERIOR 1/4" TAPCON CONCRETE/MASONRY 1/4" TAPCON BY OTHERS -'-,.• SILL TO BE SET OPTIONAL 1X BUCK IN A BED OF SEE NOTE 3 — 7 APPROVED SEALANT SHEET 1 BACKER ROD l J I IU UI I u 1/4" MAX & APPROVED L_JL—JLJ SEALANT SHIM SPACE T I� OPTIONAL 1 X BUCK ' n SEE NOTE 3 — 7 ' 'a" °• 1 1/4" MIN SHEET 1 °i c e . �• " • ° EMBEDMENT e .. s. CONCRETE/MASONRY °f BY OTHERS 4 7/16" MIN 1 7/8" MIN SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRET &MASONRY INSTALLATION REVISIONS DESCRIP)ON 1-r 1/4" MAX. SHIM SPACE BACKER ROD & APPROVED SEALANT DATE APPROVE) INTERIOR EXTERIOR JAMB INSTALLATION DETAIL CONCRETE/MASONRYINSTALLATION SIGNED:0611412017 MI LLC R IILo��'% esoDWWS ESTARDEDOOR T STET PA 17030 E NS�.9cP GRATZ, -�� `� v•��G SERIES 120/130/140 ALUMINUM SLIDING*• 0,,t( *= GLASS DOOR — NON —IMPACT 3 TRACK FINLESS INSTALLATION DETAILSTAT E a OF �` DRAWN: DWG NO. REV • OS B ,�sij�j1�� NA SCALE NTS )ATE 04/18/17 sNEET O OF 24 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 Luis R. Lomas P.E. FL Noas 434-688-0609 rlomas@hlomaspe.com WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT MIN. [STANCE MIN. OErT �j ,REW 1 3/8" MIN. EMBEDMENT 5/8" MIN. EDGE DISTANCE #14 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: 1. INTERIOR AND EXTEBLOR-EINISHES-BYOTTIEBS,— NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 ••. SCREW ILL III' -III III "III III'sd�� 6a1 TO BE SET Ist A BED OF BACKER ROD APPROVED SEALANT SHIM SPACE & APPROVED SEALANT NEE WOOD FRAMING OR 2X BUCK 5/8" MIN BY OTHERS VERTICAL CROSS SECTION EDGE DISTANCE WOOD FRAMING OR 2X BUCK INSTALLATION REVISIONS DESCRIPTION 1 /4" MAX. SHIM SPACE DATE I APPROVED INTERIOR EXTERIOR BACKER ROD JAMB INSTALLATION DETAIL & APPROVED WOOD FRAMING OR2XBUCK INSTALLATION SEALANT SIGNED: 0611412017 MI WIN650DOWS WEST ARDEDOORS REETLLC ``\`J`SL11�IIli10�9/zi GRATZ, PA 17030 `w•*\GEN6,* .,p�� SERIES 120/130/140 ALUMINUM SLIDING*M_TX047-7 *� GLASS DOOR - NON -IMPACT 4 TRACK FINLESS INSTALLATION DETAILS ±"o � ;:-D,`W: REV 41 ��'cF•;c[ORIDP� \� DRAWN: DWG NO. A.R. 08 03 87 - i��/•/4js'ONA DATE NTS 04/18/17 11 OF 24 11�aCG��\ L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO27023 434-688-0609 Afomas(MirfamasOe.aom Luis R. FL NoLas P.E. P Lomas METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT 5/8" MIN. TEDGE DISTANCE 5,� MIN. 14" MAX EDGE ANCE IM SPACE DISTIL J� 3MS OR DRILLING #14 SMS OR - N SELF DRILLING SCREWS METAL - STRUCTURE BY OTHERS NOTES: _ 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE #14 SMS OR DESIGNED INACCORDANCE WITHASTME2112 SELF DRILLING SCREW p SILL TO BE SET L IN A BED OF APPROVED SEALANT BACKER ROD & APPROVED r0 SEALANT METAL STRUCTURE 5 BY OTHERS /8" MIN. VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE INSTALLATION 1 /4" MAX. � F SHIM SPACE _T 11 REV610NS DESCRIPTION 1 /4" MAX. SHIM SPACE DAIS APPROVED INTERIOR I EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0611412017 MI WINDOWSAND OORS LLC i/R�0�650WESTAKESTREET \ J"\54 ``r•%CENs�:"�+ GRATZ. PA 17030 ` SERIES 120/130/140 ALUMINUM SLIDING p,,&yt GLASS DOOR — NON —IMPACT — 4 TRACK FINLESS INSTALLATION DETAILS - TATE125 OF ; , 'c�•��OR10P•'� DRAWN: Dwc No. A.R. O8—s033087 DAIe SCALE NTS 04/18/17 12 OF 24 I L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEISVILLE, NC 27023 434-688-0609 AlomasialAamasoe.00m Luis R. Lomas FL No.: as P.E.P 41 4 7/16" MIN 1 7/8" MIN. REVISIONS~ CONCRETE/MASONRY SEPARATION EDGE DISTANCE I REV DESCRIPTION DntE APPROVED BY OTHERS °• • 1 1/4" MIN. 1/4" MAX. •° °• c 1 1/4" MIN. EMBEDMENT SHIM SPACE OPTIONAL 1X BUCK • <.. `°• : d: ` - - EMBEDMENT _ A SEE NOTES 3 — 7 - a... <4 _�_ SHEET 1 1 7/8" MIN. • v INTERIOR EDGE DISTANCE .: BACKER ROD Uv 1/4" MAX. & APPROVED SHIM SPACE v SEALANT CD 1/4" TAPCON •v EXTERIOR 4 7/16" MIN e ' •a SEPARATION NOTES: • ' 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. L! 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 — a EXTERIOR INTERIOR • - 1/4" TAPCON ®rj__� O CONCRETE/MASONRY BY OTHERS n 1/4" TAPCON n SILL TO BE SET BACKER ROD IN A BED OF & APPROVED APPROVED SEALANT OPTIONAL 1X BUCK SEALANT SEE NOTE 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION BACKER ROD 1/4- MAX. SIGNED: 0611412017 & APPROVED SEALANT SHIM SPACE OPTIONAL 1X BUCK MI 650D1OWS AND RDEDOOREETRS ]DETAILS-;:,A- `\,��\5 IR 10 SEE NOTE 3 — 7 % WEST MARKET PA 17030•��' E N'y 9s�i4 SHEET 1 •e' e ° • _ SERIES 120/130/140 ALUMINUM S*• p 1 • a 'e" •• °' 1 1/4" MIN GLASS DOOR —NON—IMPAC�,b :•° .. < ` ! . - • EMBEDMENT 4 TRACK FINLESS INSTALLATION TAT OFoRawN: Dvrc ND. �F'COR1• RCONCRETE/MASONRY 4 7/16" MIN 1 7/8" MIN scu> NTS °A� 04/18/17 OS—S"83 pNA11E�G`�� BY OTHERS SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION LROBERDLEWIRTO nSP.E Luis R. Lomas P.E. 1434 WOOD0609 dlomas Irloma pe.mm NC 23 FL No.• 62514 CONCRETE/h1ASONRY/NSTALLATION 434.688-0609 Alomas@lAomaspe.mm WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT INTERIOR MIN. ISTANCE MIN. JENT I ;REW I REVISIONS ' REV DESCRIPTION DATE APPROVED 1 3/8" MIN. EMBEDMENT 5/8" MIN. EDGE DISTANCE #14 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: I Y—INTERIOR7IND-EXTERIORFINISHESBY-OTHER NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE BACKER ROD DESIGNED IN ACCORDANCE WITH ASTM E2112 & APPROVED SEALANT Alimi... SCREW SILL TO BE SET III III III III SEALANT APPROVE.SHIM SPACE OF '_ I .�� K,L_ „EtIBEDIfEVT WOOD FRAMING OR 2X BUCK BY OTHERS 5/8" MIN VERTICAL CROSS SECTION EDGE DISTANCE WOOD FRAMING OR 2X BUCK INSTALLATION 1 /4" MAX. SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ. PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — NON —IMPACT 2 TRACK FLANGE INSTALLATION DETAILS DRAWN: DWG NO. REV A.R. 08-03087 — S"' NTS JOATE 04/18/17 ISHEET14 OF 24 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-689-0609 Alomas@lAomaspe.com SIGNED: 0611412017 9- I L 0 't1��i ��vJ•�,�C E NS.F'9�y,�,.� flc o 51 •• ,i,s? ONA j1�?G\``�r Luis R. Lomas P.E. FL No.: 62514 ME STRUCTI BY OTH BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT 5/8" MIN. EDGE DISTANCE I4" MAX. IM SPACE 5/8" MIN. EDGE DISTANCE SMS OR J� DRILLING N #14 SMS OR SELF DRILLING SCREWS NOTES: METAL —1-L 7-1NTERIORAND-EXTERIORFINISRES-BY-0THERS, BY O�gS NOT SHOWN FOR CLARITY. BY OTHERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE BACKER ROD DESIGNED INACCORDANCEWITHASTME2112 &APPROVED SEALANT #14 SMS OR SELF DRILLING SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT METAL STRUCTURE BY OTHERS 5 8 MIN. VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE INSTALLATION 1 /4" MAX. r —L SHIM SPACE �1_T REVISIONS DESCRIPTION 1 /4" MAX SHIM SPACE II i DATE I APPROVED JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 120/1,30/140 ALUMINUM SLIDING GLASS DOOR — NON —IMPACT 2 TRACK FLANGE INSTALLATION DETAILS DRAWN: DWG NO. A.R. 08-03087 SME NTS I DATE 04/18/17 1 -EEr 15 OF 24 L ROBERTO LOA44S P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434-M-0609 rllomas@IAomaspe.wm SIGNED: 0611412017 r•.�,OENy 9sy 0 51 TAT E OF •�� *;/40NAL1��G`\\\ Luis R. Lomas P.E. FL No.: 62514 2 3/16" MIN 1 7/8" MIN. SEPARATION EDGE DISTANCE CONCRETE/MASONRY a BY OTHERS *A:' n 9' 1 1/4" MIN. `A. ••. EMBEDMENT OPTIONAL 1X BUCK •- SEE NOTES 3 — 7 —� SHEET 1 1 BACKER ROD — 1/4" MAX. & APPROVED SHIM SPACE SEALANT Elm- EXTERIOR 1/4- TAPCON INTERIOR TAPCON SILLIII II III III TO li►�il_ � V►y�il_IN A BED OF APPROVED SEALANT BACKER ROD 1/4" MAX & APPROVED SHIM SPACE SEALANT OPTIONAL 1X BUCK SEE NOTE 3 — 7 Q- • SHEET 1 p �' . + �. ' 1 1/4" MIN 4 •' • .a .•• EMBEDMENT CONCRETE/MASONRY ' BY OTHERS 1 7/8" MIN 2 3/16" MIN SEPARATION EDGE DISTANCE CONCRETEIMASONRY INSTALLATION REVISIONS DESCRIPTION 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 1 7/8" a MIN. • a' EDGE DISTANCE > v . 2 3/16" .:> MIN SEPARATION 1/4" TAPCON CONCRETE/MASONRY "• > BY OTHERS DATE APPROVED INTERIOR EXTERIOR OPTIONAL 1X BUCK BACKER ROD SEE NOTE 3 — 7 & APPROVED SHEET 1 SEALANT JAMB INSTALLATION DETAIL CONCRETEANASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0611412017 MI WIN65oDWWS P.-lto/ EST ARDEDOORS STREET `` 0, //��i GRATZ, PA 17030 �� ••�GENS':9d+�� SERIES 120/130/140 ALUMINUM SLIDING 0 51 GLASS DOOR — NON —IMPACT 2 TRACK FLANGE INSTALLATION DETAILS 'lp , TAT OF DRAWN: DWG NO. REV %�'nFCpR10Q' G� � 08 ',/'S1O11111110 \`\` SCALE NTS DAB 04/18/.17 SHEETa 6 OF 24 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWIS VILLE, NC27023 434-688-0609 rllomas(aldomaso mm LUIS R. FL NoLas P.E. P Lomas WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT JCE 1 3/8" MIN. EMBEDMENT t 5/8" MIN. EDGE DISTANCE #14 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: 1—INTERIOR-AND EXTERIOR -FINISHES, -BY -OTHERS— NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS. TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 #14 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 1 /4" MAX. SHIM SPACE MIN EMBEDMENT WOOD FRAMING J OR 2X BUCK BY OTHERS 5/8" MIN VERTICAL CROSS SECTION EDGE DISTANCE WOOD FRAMING OR 2X BUCK INSTALLATION REVISIONS DESCRIPTION DATE I APPROVED 1 /4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT ,JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR — NON —IMPACT 3 TRACK FLANGE INSTALLATION DETAILS DRAWN: DWG NO. I REV A.R. 08-03087 SCALE NTS JDATE 04/18/17 sHEET 17 OF 24 L ROBERTO LOMAS RE 1432 WOODFORD RD LEWISVILLE, NC 27023 434-668-0609 Alomas&lAomasue.wm SIGNED: 0611412017 1LIo'9 /,�i v..%CENSR •s *• 0 51 ••* TAi E OF Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT 11 5/8" MIN. EDGE DISTANCE IM SPACE 3MS OR DRILLING N NOTES: 1—INTERIOR ANO EXTERIOR -FINISHES, -BY OTHERS— NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 #14 SMS OR SELF DRILLING SCREW SILL TO BE SET IN A BED OF II/IIrf APPROVED SEALANT METAL J STRUCTURE 5 8 MIN. BY OTHERS VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE INSTALLATION 1/4 " /4" MAX. � F SHIM SPACE II7 REVISIONS DESCRIPRON DATE I APPROVED _1 r 1 /4" MAX. SHIM SPACE II 5 - U INTERIOR MIN. EDGE LL DISTANCE #14 SMS OR EXTERIOR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION' SIGNED: 0611412017 MI WINDOWSAND DOORS LLC I�650WE MARKET STREET 17030 `RLOjGRATZ.PA E A ,6 SERIES 120/130/140 ALUMINUM SLIDING *• 0,,6�251 yt= GLASS DOOR — NON—IMPACTE 3 TRACK FLANGE INSTALLATION DETAILS TAT OF DRAWN: DWG No. OscuF Da-s°�o87 �%ss%DNAj1��G��`` DAE NTS 04/18/17 18 OF 24 I L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVIUE, IVC 27023 Luis R. Lomas FL No.: as P.E.P 434-M-0609 d(omas@1daauspe.crom 4 7/16" MIN 1 7/8" MIN. REVISIONS SEPARATION EDGE DISTANCE r REV DESDRIPnON DATE APPROVED CONCRETE/MASONRY n• BY OTHERS : !A. ° ' : • ' ° Q ' 1 1/4" MIN. aa• - 1 1/4" MIN. OPTIONAL 1X BUCK a �' '.4 e< EMBEDMENT EMBEDMENT 1/4" MAX. SEE NOTES 3 — 7 • SHIM SPACE SHEET 1 1 7/8" . ° INTERIOR BACKER ROD 1/4" MAX. MIN. ° & APPROVED SHIM SPACE EDGE SEALANT DISTANCE 1/4" TAPCON NOTES: EXTERIOR 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 4 7/16" �- �. NOT SHOWN FOR CLARITY. MIN ° .. . 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SEPARATION DESIGNED IN ACCORDANCE WITH ASTM E2112 7 INTERIOR EXTERIOR P, ;v � - �V. 1/4" TAPCON CONCRETE/MASONRY 1/4" TAPCON BY OTHERS OPTIONAL 1X BUCK BACKER ROD SILL TO BE SET SEE NOTE 3 — 7 & APPROVED IN A BED OF SHEET 1 SEALANT APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRET61NASONRY INSTALLATION BACKER ROD 1/4" MAX. SIGNED:0611412017 & APPROVED SEALANT SHIM SPACE MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET `�\\�g R•. Lp�i�� OPTIONAL 1X BUCK GRATZ, PA 17030 v •4\�+ENS�.gJE�''� SEE NOTE 3 - 7 SERIES 120/130/140 ALUMINUM SLIDING =*• 9;OF"W, rt= SHEET 1 e . a .. ° 1 1 4" MIN GLASS DOOR - NON -IMPACT•' °' . • •° EMBEDMENT 3 TRACK FLANGE INSTALLATION DETAILS '7 ' S DRAWN: DWG N0. REV �i�'P�►s.'P(pR10P / a4 7/16" MIN 1 7/8" MIN SCALE DAZE / / OS--03�T087 — �/,7S/11NA 11��\\\\ CONCRETE MASONRY SEPARATION EDGE DISTANCE NTS 04 18 17 19 OF 24 BY OTHERS VERTICAL CROSS SECTION L ROBERDLEWIS ILLE 23 Luis R. Lomas P.E. CONCRETE/MASONRYINSTALLATION 1 434-688-0609 Alomas@fdbmaspe.wmD FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT EXTERIOR BACKER ROD & APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN. EMBEDMENT 1 5/8" MIN. EDGE DISTANCE #14 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT -SHOWN FOR-Cb4RITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 #14 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 1 /4" MAX. SHIM SPACE 1 3/8- MIN EMBEDMENT VERTICAL CROSS SECTION F 5/8" MINEDGE DISTANCE WOOD FRAMING OR 2X BUCK INSTALLATION REVISIONS DESCRIPRON DATE I APPROVED 1 /4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD JAMB INSTALLATION DETAIL & APPROVED WOOD FRAMING OR 2X BUCK INSTALLATION SEALANT SIGNED. 0611412017 MI AND 1R 11i0 650DWESS MARKETCORS STTREETLLC GRATZ, PA 17030 v •',CENSFgs��, ; SERIES 120/130/140 ALUMINUM SLIDING GLASS DOOR —NOL—IMPACT4 TRACK FLANGE INSTALLATION DETAILS M-TAT �q0OF %0'P�•'OC • �� DRAWN: DWC N0. REV 08-03087 jqsoNA�1�aG��\` Luis R. L.E. P Lomas FL Noas SCALE NTS I DATE 04/18/17 1 s"EEr20 OF 24 L ROBERTO LOMAS RE 1432 WOODFORD RD LEWISVILLE, NC27023 434-M-0609 Afomas@IAomaspe.00m ME STRUCTL BY OTHE BACKER ROD & APPROVED SEALANT BACKER ROD & APPROVED SEALANT 5/8" MIN. EDGE DISTANCE ' 5/8 MIN. (4" MAX EDGE IM SPACE DISTANCE 3MS OR DRILLING #14 SMS OR N SELF DRILLING SCREWS / METAL J STRUCTURE BY OTHERS NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE #14 SMS OR DESIGNED IN ACCORDANCEWIT14ASTME2112 SELF DRILLING SCREW SILL TO BE SET IN A BED OF METAL STRUCTURE BY OTHERS 5/8" MIN. VERTICAL CROSS SECTION EDGE DISTANCE METAL STRUCTURE INSTALLATION REVISIONS DESCRIPNON 1 /4" MAX. SHIM SPACE III i DATE I APPROVED D INTERIOR EXTERIOR APPROVED SEALANT BACKER ROD —/ JAMB INSTALLATION DETAIL 1 /4" MAX. � F SHIM SPACE _T II & APPROVED METAL STRUCTURE INSTALLATION SEALANT SIGNED: 0611412017 MI LLC to, 6soWINDwWS ESTARDEDOOREETRS GRATZ, PA 17030 ```` %R11 r •GENSF'9s SERIES 120/130/140 ALUMINUM SLIDING _fit• 0,,6�251 *= GLASS DOOR — NON —IMPACT �•�' 4 TRACK FLANGE INSTALLATION DETAILS �yt , TAT OF DRAWN: DWG NO. REV �i��'�Fs:°(ORI�P G�A� L 08-03087 Se" NTS — 04/18/17 --21 OF 24 L ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 LUIS R. Lomas P.E. FL No62514 434-688-0609 d/omas@l/lomaspeaom CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROD — & APPROVED SEALANT BACKER ROD & APPROVED SEALANT PTIONAL 1X BUCK SEE NOTE 3-7 SHEET 1 CONCRETE/MASONRY BY OTHERS 4 7/16" MIN 1 7/8" MIN. REVISIONS SEPARATION EDGE DISTANCE r REV DESCRIPTION °.'. ° •• ° °• 1 1/4" MIN. EMBEDMENT SHIM PACE 4 • - • • � , '°. : a: ^ .. •. EMBEDMENT — o . 1 7/8" MIN. •' v EDGE DISTANCE 1 /4" MAX. ° SHIM SPACE 9 1 /4" TAPCONLl 4 7/16" MIN a °a SEPARATION NOTES: • ° 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE - DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" TAPCON SILL TO BE SET IN A BED OF APPROVED SEALANT 1 /4" MAX. SHIM SPACE 1 1/4" MIN °' •1. EMBEDMENT A 8 4 7/16" MIN 1 7/8" MIN SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE KASONRY INSTALLATION 1/4" TAPCON ° -1 Hh CONCRETE/MASONRY A A BY OTHERS DATE APPROVED D INTERIOR EXTERIOR A- 4. OPTIONAL 1X BUCK BACKER ROD SEE NOTE 3 — 7 & APPROVED SHEET 1 SEALANT JAMB INSTALLATION DETAIL CONCRETFJMASONRY INSTALLATION SIGNED: 0611412017 MI WINDOWS 650 WEST MARDKET OSTTREET ORS LLC \`\\\\5 ft. t o� GRATZ; PA 17030 `��v •v\GENS�.gcP SERIES 120/130/140 ALUMINUM SLIDING _tlr o 5 *: GLASS DOOR — NON —IMPACT 4 TRACK FLANGE INSTALLATION DETAILS TAT OF DRAWN: DWG NO. REv '°Fs; .0R1aQ G\�� 08-030 SCALE NTS 04/18/17 DATE -EET 22 OF 24 L ROBERTO LOMAS RE P.E. P Lomas 1432 WOODFORD RD LEWISVILLE, NC 27023 Luis R. FL NoLas 434-588-0609 dlomas@IrIomaspe.aom 1 3/8" MIN. 1 3/8" MIN. EMBEDMENT EMBEDMENT WOOD FRAMING OR BUCK #14 WOOD WOOD FRAMING BY OTHERS SCREW OR 2X BUCK BY OTHERS #14 WOOD SCREW 5/8" MIN. 5/8" MIN. EDGEDISTANCE HOOK STRIP EDGEDISTANCE HOOK STRIP INTERIOR INTERIOR PANEL INTERLOCK PANEL INTERLOCK EXTERIOR _HOOK STRIP (M-2533) INSTALLATION 2X BUCKIWOOD FRAMING METAL STRUCTURE BY OTHERS #14 SELF DRILLING SCREW HOOK STRIP - INTERIOR 1 5/8" MIN. EDGE DISTANCE PANEL INTERLOCK EXTERIOR HOOK STRIP (M-2533) INSTALLATION METAL STRUCTURE EXTERIOR HOOK STRIP (M-2534) INSTALLATION 2K BUCKANOOD FRAMING METAL STRUCTURE BY OTHERS #14 SELF DRILLING SCREW HOOK STRIP INTERIOR 5/8" MIN. EDGE ]STANCE PANEL INTERLOCK EXTERIOR HOOK STRIP (M-2534) INSTALLATION METAL STRUCTURE REVISIONS 1 REV I DESCRIPTION I DATE I APPROVED NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0611412017 MI WINAND OSTOREET RS LLC IREILl0 650DWESS MARKET GRATZ, PA 17030 \J S 1./Z �,••�\6 N,p�, •cs+ SERIES 120/130/140 ALUMINUM SLIDINGd *� 0 51 GLASS DOOR - NON -IMPACT HOOK INSTALLATION DETAILS ��0 , TAT OF DRAWN: DWG NO. DS5o3D87 sS�ONA;I`�G�`\` GsaLE AE NTS 04/18/17 23 OF 24 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, NO 27023 LUIS R. Lomas P.E. FL No.: 62514 434-088-0609 dlomas@ldomaspe.cam f 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT EMBEDMENT 1X BUCK BY OTHERS, 1X BUCK BY OTHERS, 1X BUCK TO BE e 1X BUCK TO BE ' a PROPERLY SECURED PROPERLY SECURED MASONRY/CONCRETE MASONRY/CONCRETE 1/4" TAPCON e, BY OTHERS 1/4" TAPCON <, BY OTHERS '. 1 3/4" MIN. HOOK STRIP < HOOK STRIP p EDGE DISTANCE a r 1 3/4" MIN. EDGE DISTANCE INTERIOR n INTERIOR EXTERIOR HOOK STRIP (M-2533) INSTALLATION MASONRY/CONCRETE �3/4" 3 1/2" _t 3 1/2" SILL EXTENDER ALUMINUM 6063-T5.062' THICK PANEL INTERLOCK EXTERIOR HOOK STRIP (M-2534) INSTALLATION MASONRY/CONCRETE �3/4" 2 5/8" 2 5/8" SILL EXTENDER ALUMINUM 6063-T5.062' THICK REVISIONS DESCRIPDON J DATE I APPROVED SIGNED: 0611412017 MI WIN650DWE3S OSTORS 1R 11Lo ,f ??;" MARKET REETLLC GRATZ, PA 17030 `````\5 .��GENS.� 9s;'i� �``v SERIES 120/130/140 ALUMINUM SUOING *�KOyt�5 GLASS DOOR - NON -IMPACT SILL RISER DETAILS `�j� a= :10 TAT OF ty REV • , i�'P�•'Q�0R�0P. 01 ''��ssifNA DRAWN: Dwc No. 08-0ISH 11Ea\\\\ SCALE NTS DAB 04/18/17 24 OF 24 L ROBERTO LOMAS P.E 1432 WOODFORD RD LEWISVILLE, NC 27023 LIJIS R. Lomas P.E. FL No.: 62514 434-6W-0609 Alomas@IAomaspe.aom d Florida r &�l�" �� 11".r. OFg+�it�yr l�"�„•� � �*., F +7. x�' 3ka!��'�,*-m"'".�:'t..�t 'q,:� � 1- �/, ' l �R9P6jd�(7ltE^ A6�il1T�B4±k .�BpRf/IV151bN�` COt17AC�'69M{ IN Product Approval iu USER: Public User Product Approval Menu > Product or Application Search > • FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature �1 Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method .1st > Application Detail 1Oes G0,1'p211 FL9174-R0 12 o-ko OOd\0 of Revision ea60� Q\red 2017 ---% _ Approved 32tiae�� - P"ECEIVE® MAY 1 8 2018 J OTa 1.16408 GOunty, Permitting Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Produc� Standards Certified By Sections from a drc de Wayne -Dalton, a division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 (850)475-6197 Mark_Garon@Overheaddoor.com Mark Garon Mark_Garon@Overheaddoor.com Mark Garon 3395 Addison Dr. Pensacola, FL 32514 (850)474-9490 Mark_Garon@Overheaddoor.com Exterior Doors Sectional Exterior Door Assemblies uation Report from a Florida Registered Architect or a Licensed Florida essional Engineer Evaluation Report - Hardcopy Received Thomas E-46718 itertek Testing Services NA, Inc. - QA Entity 2/31/2020 Bffrey P. Arneson, P.E. 6 Validation Checklist - Hardcopy Received •A Year 108 2012 115 2012 Florida Licensed Professional Engineer or Architect Product Approval Method I Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 Date Approved 02/13/2018 Summary of Products FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0228-318958-P8 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.pdf Impact Resistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Suop sianed.pdf Verified By: Gordon Thomas FLORIDA PE 46718 Design Pressure: +26.90/-30.80 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use - Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0229-318959-P9 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 324620 P16 Jamb Connection Supp sianed.pdf Impact Resistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the Ind- Created by Independent Third Party: Yes borne debris region unless protected or unless struct re is Evaluation Reports designed as partially enclosed or door is a replaceme t FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes door. 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0230-318960-P10 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 324620 P16 Jamb Connection Supp sianed.pdf Impact Resistant: Yes Design Pressure: +25.90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only - no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0231-318996-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Supp signed pdf Impact Resistant: Yes Design Pressure: +30,00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is Created by Independent Third Party: Yes Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes i 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0234-319022-136 S.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.pdf FL9174 R12 II 324620 P16 Jamb Connection Supp sianed.pdf Design Pressure: +43,20/-49.60 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0235-319023-P7 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart slgn�pdf Impact Resistant: Yes FL9174 R12 II 319040 P1 Post Istall Instructions signed pdf FL9174 R12 II 324620 P16 Jamb Connection Supp signe .pdf Design Pressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0232-318999-136 S,Rdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed pdf FL9174 R12 II 324620 P16 Jamb Connection Supp signed pdf Impact Resistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Design Pressure: +12.40/-13.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless stru ture is Evaluation Reports designed as partially enclosed or door is a replace ent FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes door. 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height, Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0233-319000-136 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart slgned.pdf FL9174 R12 II 324620 P16 Jamb Connection Supp gned.pdf Impact Resistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the ind- Created by Independent Third Party: Yes borne debris region unless protected or unless struc ure is Evaluation Reports designed as partially enclosed or door is a replacem nt FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes door. 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0236-319024-P7 S.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sig even d.pdf FL9174 R12 II 319040 PI Post Istall Instructions signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Supp signe pdf Design Pressure: +30.00/-33.50 Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0237-319025-137 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 319040 Pi Post Istall Instructions signed,pdf Impact Resistant: Yes - Design Pressure: +39.20/-43.70 Other: FL9174 R12 II 324620 P16 Jamb Connection Supp signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.11 5120/5140/6100/9100/9400/96010 9' Max width. 10' Max height. Max section height 24". Glazing #0600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0600-319026-135 S.pdf Approved for use outside HVHZ: Yes Impact Resistant: No FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Supp signed.pdf Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement door. FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes i 9174.12 5120/5140/6100/9100/9400/96001 9' Max width. 10' Max height. Max section height 24" Glazing #0601 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0601-319027-P5 S.pddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed df Impact Resistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Supp signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Design Pressure: +41.00/-46.30 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9401 /9600 16' Max width, 10' Max height. Max section height 24". Glazing #0602 I available in top or intermediate section, Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0602-319028-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed,adf FL9174 R12 II 324620 P16 Jamb Connection Supp signed.odf Impact Resistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in th wind- Created by Independent Third Party: Yes borne debris region unless protected or unless str cture is Evaluation Reports designed as partially enclosed or door is a replace ent FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing #0603 I available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0603-319029-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Supp signed.pdf Impact Resistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the ind- Created by Independent Third Party: Yes borne debris region unless protected or unless stru ture is Evaluation Reports designed as partially enclosed or door is a replacem nt FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes door. 9174.15 5120/5140/6100/9100/9400/ 600 16' Max width. 8' Max height. Max section height 24" Glazing #0604 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0604-319030-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 II 319040 P1 Post Istall Instructions signed pdf Impact Resistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Supp signed.pdf Design Pressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 R12 AE WD2017-OO1R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes i 9174.16 5120/5140/6100/9100/9400/91 00 18' Max width. 10' Max height. Max section height 24". Glazing #0605 I available in top or intermediate section, Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0605-319031-P5 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 Ell -Track Supplement Chart signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Suop signed.pdf Impact Resistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Design Pressure: +15.30/-17,00 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structu a is Evaluation Reports designed as partially enclosed or door is a replacemen FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9660 18' Max width. 8' Max height. Max section height 24" Glazing #0606 I available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0606-319032-P7 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf Impact Resistant: No FL9174 R12 II 319040 P1 Post Istall Instructions signed.pdf Design Pressure: +30.00/-33,50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is FL9174 R12 II 324620 P16 Jamb Connection Supp signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement Evaluation Reports door. FL9174 R12 AE WD2017-OO1112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18' Max width. 8' Max height. Max section height 24" Solid only - #0609 I no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0609-319035-P6 S.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: FL9174 R12 II 307494 P11 Track Supplement Chart signed pdf. FL9174 R12 II 319040 P1 Post Istall Instructions signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Supp signed.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports I FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes I 9174.19 r5140/6100/9400/9600 #Oil 08 18' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0608-319034-P5 S.pd Approved for use outside HVHZ: Yes Impact Resistant: No FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 324620 P16 Jamb Connection Suop si ned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Design Pressure, +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless str cture is Evaluation Reports designed as partially enclosed or door is a replace ent FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0607-319033-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sioned.pdf FL9174 R12 II 324620 P16 Jamb Connectio�sioned.pdf Impact Resistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Design Pressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless stru •ture is designed as partially enclosed or door is a replace Tent door. 7 Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007J2013 State of Florida.:: dy Statement :: Accessibiliy, Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not leant your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication wltl 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 whic!) can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . luct Approval Accepts: ® ® e09 M Credit Card �! Safe NOTES. 1. NON -IMPACT RESISTANT GLAZING OPTION - .090' MINIMUM SSB GLAZING IN MOLDED FRAMES GLUED WITH A 1/8" BEAD OF BOSTIK 1100 OR EQUIVALENT UNDER THE OUTER FRAME AND SCREWED TOGETHER WITH A MINIMUM OF (6) /8x1" SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 13.75' AND A MAXIMUM LENGTH OF 16.75 GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. GLAZED SECTION REWIRES 10 CAJ-STRUT SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1/4-14x7/8' SELF DRIWNC CRIMPTITE SCREW TO ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERUNE OF THE DOOR PER DETAIL F ON SHEET 2. 2. IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS). GLAZING SHALL BE 1/4' MAKRWON-AR POLYCARSONATE OR EQUAL GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 15.21' AND A MAXIMUM LENGTH OF 50.0 8 '. GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. SEE DETAIL H ON SHEET 2 FOR ASSEMBLY DETAILS GLAZED SECTION REWIRES REINFORCEMENT BRACKETS ATTACHED TO U-BAR ON UPPER INTEGRAL RIB (SEE DETAIL J SHEET 2). 18 GA J-STRUT SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1/4-14x7/8' SELF DRIWNC CRIMPTITE SCREW TO ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON SHEET 2. 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6' O.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16" TO MEET NEGATIVE PRESSURES 4. KEY LOCK OR SLIDE LOCKS REWIRED BONDED TO 30 GA MINIMUM FACER STEEL ANO-A- POLYLAMUNATE-BACK3t .-OR72-Cq STEEL BACKER. END CAP TO HAVE A MINIMUM 1.1' DEPTH. 6. THE DE ON OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBBITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 7. DOOR JAMB TO BE MINIMUM 2X6 STRUCTURAL GRADE LUMSER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. & LOUVER OPTION - .040' MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM ON (6) BBxI" SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND 00 NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERUNE OF ME DOLL. _``YL 11111111/jMM• `v \�...........'v ORIDA yF.a 17 11NLT pW� 157. J. KOGBN, PE 4SmI IXAANIY ROAD HMI MOUNT HOPE: OHn R PE 77(H5 TA PE I17A69 PROFESSKINAL ENGxNEER'S SEAL PROWOFD ONLY FOR V CATION OF WHOLGAD CONSIRUC710N DETAILS. 13 GA HORIZ ANGLE 13 GA FLAG ANGLE 16 CA MIN HORIZ TRACK 5/16XJ-5/8' LAG SCREWS (MIN 3 AS SHOWN) 16 CA MIN VERT TRACK 5/160-5/8" LAG SCREW AT EACH JAMB BRACKET 1/4-20X9/16• TRACK BOLT AND 1/4-20 HEX NUT AT EACH JET JAMB BRACKET LOCATION 15 CA STIFFENED JAMB BRACKETS SEE SCHELOULE FOR QUUNITY, LOCATION, AND TYPE KEY LOCK OR SLIDE LOCK - BOTH ENDS (SEE NOTE 4). SIDE LOCK SHOWN FOR CLARITY NOTE (4) SECTION SOLID DOOR SHOWN. SEE SHEET 2 FOR U-BAR LOCATIONS ON DOORS WITH OTHER SECTION QUANTITIES AND SEE NOTES 1 AND 2 ON THIS SHEET FOR GLAZING OPTIONS GA END CAP JAMB BRACKET SCHEDULE DOOR HEIGHT N0. ON SECTIONS JAM BRACKETS (EACH JAMB) TRACK TYPE OCAnON OF TER JAMB BRACKETS MEASURED FROM 80TIOIA OF TRACK (ALL DIMENSIONS t 27 7'-0' 4 _ s q (JB). 13• (CA). 25-1/2• (JB). 45-1/4• (CI. BY (JB 7'-0" 4 5 FAT(JB), 10' JB . 25-3 4' JB , 42 JB , 63-1 4" JB W-0" 5 6 C QU JB , 13" , 23" JB , M' JEL, 47-1 4' (01). 67' QI 6'-0" 5 6 FAT " (JB), 10' JB), 21-34" JB), 29-3/4' (JB), 48- > ET-O'/l9GH LIFT/ROOF PITCH SEE NOTE BELOW (ATTIACHEDOG DIMENSION DENOTES TO TRACK WITH 1/4-20x9/116D' TRACK BOTTED JAMB LT AND NUT. (QI) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTAILED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. ALL DOORS V47H NIGH UFT AND/OR ROOF PITCH REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. 0o Wayne , _ Dalton_ GARAGE DOORS DIVISION OF OVERHEAD DOOR GO 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 18 CA01 ADHERED rRE POSED DESIGNCE DOOR LOA05 ONING STRUCTURE EDSHORTPANELOPTION (NOTE 1) XET SCHEDULE FOR OPTION. ADDED LHR K DETAIL SHEET 2. 4/17/08 2. 7/22/08 UPDATED TITLE BLOCK 8/26/10 ER31526 IED 9605. AND NOTE POST SYSTEM IS TO I INSTALLED ON THE CENTER LINE OF THE DOOR. SEE WINOLOAD POST INSTALLATION INSTRUCTIONS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX MAX UNIFORM POINT LOAD AT HEADER AND DOOR DOOR I LOAD EACH I SLAB AT EACH POST WIDTH HEIGHT JAMB P LOCATION LBS ?-0" 180.8/-224.0 +1617.0-1802.6 18'-0' 8'-0' 180.6-224. +1837.5 -204&5 HEIGHT: MODELS 5120/9100/9605 SHEET 1 OF 2 DRAWING PART NO. I REV. WINDLOAD SPECIFICATION OPTION CODE 0237 319025 P7 13 CA ADJUSTABLE TOP PUCE U-BAR OVER INTEGRAL RIB 13 CA ADJUSTABLE FIXTURE ATTACHED TO W1RH THE (8) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLES / ' " 1 HOLES EACH END FACING UPWARD IN BOTTOM OF U-BAR AND ATTACH THRU END CAP AT WITH (2) 1/4-14x5/8- EACH ENO WITH (2) 1/h140/8' CAINPIITE SCREWS SELF DRIWNG CRIMPTITE SCREWS FOR STANDARD TRACK AND (3) 0 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH 0 ARE USE TO ATTACHED THE TOP LOW HEADROOM TRACK BRACKET AS SHOWN). DETAIL A PUCE U-BAR OVER INTEGRAL DETAIL A RIB WITH THE (0) PRE -PUNCHED HOLES EACH END FACING UPWARD USED ONLY ON IMPACT ' • 1 AND ATTACH THRU END CAP AT GLAZED SECTION - 11 13 CA ROLLER SLIDE ATTACHED TO EACH END WITH (2) 1/4-14x7/8' GA REINFORCEMENT PRE -PUNCHED HOLES IN TOP OF U-BAR SELF DRILLING CRIMPTITE SCREWS BRACKET ATTACHED WITH (2) 1/4-14x5/8' CRIMPTITE SCREWS. EXCEPTIDN- U-BAR PUCE WTH (4) 1/4-14x7/8' USE MEWING HOLE IN SURE TO ENSURE OVER TOP RIB ON FIRE BOTTOM SELF DRILLING PROPER ALIGNMENT OF ROLLERS SECTION SHALL ONLY BE CRIMPTITE SCREWS (2 ATTACHED THRU END CAP AT _ THROUGH BOTH 15 CA HINGE ATTACHE / EACH D N I INC CR11M 174E FLANGE11+.7 V BRACKET AND U-BAR) ' WITH (4) 1/4-14x5/8' LOCATEDON THE BOTTOM FLANGE CRIMPTIIE SCREWS (2 OF OF THE u-BAR DETAIL J WHICH ARE FACTORY NOTE: DUE TO CLEARANCES ATTACHED) ` REWIRED TO INSTALL SCREWS AT (1) 1/4-14x7/8' SELF DRILLING CRIMPTITE THE ENDS OF THE U-BARS, ALL SCREW AT CENTER LINE OF DOOR THRU 2' NYLON U-BARS SHALL BE INSTALLED ON J-STRUT &OPERATOR BRACKET. SECTIONS PRIOR TO INSTALLING NOTE:. J-STRUT & SCREW ONLY REQUIRE STORMC/ ROLLER ROLLER SLIDES AND TOP FIXTURE ON GLAZED SECTIONS. SEE NOTES 1 & 2 Ni1H 4-1/2' STEM DETAIL B ON THE U-BARS. SEE SHEET I ATTACHMENT NOTES ON THIS - I8 CA HINGE ATTACHESHEET. (3) 1/4-14N7/8' SELF DRIWNG WITH (5) 1/4-20x5/8- PUCE U-BAR OVER INTEGRAL CRIMPTITE SCREWS CPoMPTITE SCREWS AND (1) RIB AND ATTACH wwTU (2) 1/4-14x7/87 SELF DRIWNG 1/4-2Dx5/8• CRIMPTITE SCREWS CRIMPRIE SLEW (2 of THRU PRE -PUNCHED HOLES AT BRA CARICET .1. ARE FACTORY EACH INTERMETXATE HINGE ATTACHED. 3 OF WHICH ARE LOCATION (1 THRU FLANGE OF FIELD INSTALLED INTO TOP U-BAR AND BOTTOM HINGE LEAF LEAF. AND I OF WTOCH IS AND I THRU WEB OF U-BAR AND FIELD INSTALLED THRU ` INTEGRAL RIB OF SECTION) 5/16' PRE -PUNCHED HOLE IN EXCEPTION' AT ALL LOCATIONS HITCH PIN U-BAR REWIRING A STRAP BRACKET, (1) (2) 5/16-12xi' 1/4-14x1/8 SELF DR6IINC (21 16-12G DETAILC CWMPRIE SCREW NELL BE USED. FOR IMPACT RESISTANCE. `• �'Q� BOTTOM BRACKET MUST BE SCREWED TO THE BOTTOM U-BAR WITH (2) 1/4-14x7/8- SELF DETAIL D DRILLING CRIMPRTE SCREWS. SEE IMPACT BOTTOM BRACKET DETAIL THIS SHEET. VV 11111 IIJI// . ........ O� �* No. 77945 *� =0; STATE of /ONAL �•fwr. IIIIIIIIIVVV (f�2D1�! 457emECQMTY ROAD I. uauRT II. KXW F. PE MN TX PE II76N1 PROFE540NA1 INONECfS SEAL PRIDED OKLY FOR WDR1CA710H OF W4+DIAAD CONSTRunm DETAES DETAIL E 1-1 ATTACH BOTTOM BRACKET TO BOTTOM U-BAR WITH (2) 1/4-14x7/B• SELF DRILLING CRIMPTITE SCREWS (• IMPACT BOTTOM BRACKET -(1) 1/4-140/8' SELF DRILLING CRIMPTITE SCREW EACH SIDE OF STRAP BRACKET (ONLY "� 1 REQUIRED ON IMPACT I I GLAZE DOOR) STRAP FLIT WASLERS� • • —3 • . DETAIL F —PLACE U-BAR OVER INTEGRAL RIB WITH NOTCH DOWN TO CLEAR " ALUMM INU BOTTOM BRACKET AND ATTACH THRU END CAP AT EACH END / POST WITH (1)) 1/4-14x7/8' SELF DRIWNG` CRIMPTITE SCREW AS 1/2-130-1/2' ` SHOWN AND USE (1) HEX BOLT & NUT 1 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREW ACROSS THE BOTTOM OF THE BOTTOM U-BAR AT EACH PRE -PUNCHED HOLE AT \ / EVERY HINGE LOCATION. USE (1) _ 1/4-20x5/8' CRIMPTITE SCREW AT ALL OTHER PRE -PUNCHED (4) 5/18-12x1' \ • • / BOTToM HOLE LOCATIONS $ELF DRIWNG SCREWS LOCK DETAIL G PLATE 14N STAINLESS SCREW' SCREED WITH STAINLESS - • BACKED RUBBER WASHERS ,2' O.C. MAX _ NON-STRUCTURAL DECORATIVE INTER WINDOW TRIM 1/B' BEAD GE PO LYCARSONATE ULTRAGLAZE STRUCTURAL -- SEALANT OR I EQUIVALENT FACER STEEL—" Wayne \ — — �j ® Dalton_ NON-STRUCTURAL ' GARAGE DOORS DECORATIVE INNER / WINDOW i78Y - — " DIVISION OF OVERHEAD DOOR CO DETAIL H 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 REVISIONS 1 REVISED PFRINPOSED DESIGN ESSURE LOADS ON PPORTING STRUCTURE RB 5/10/06 2 ADDED SHORT PANEL ZING OPTION (NOTE 1) T 8/30/06 3 ADDED IMPACT STANCE TO DOOR. ED JB JAMB BRACKET T 2' LOCATION. MODIFIED OTE 9 TO STATE THAT WVERS ARE NOT DIPACI SISTART. T 6/6/07 (5) SECTION DOORS 4 MODIFIED JAMB WITH (6) 3% 18 GA. CKET SCHEDULE FOR 80 KSI U-BARS AT OPTION. ADDED LHR LOCATED OVER DETAIL SHEET 2. INTEGRAL RIBS AS T 4/I7/08 SHOWN 5 ADDED IMPACT (4) SECTION DOORS STANT GLAZING. WITH (5) 3'. 18 GA, ED CONCRETE DETAIL 80 KSI U-BARS SET 2. ADDED TEXAS LOCATED OVER CENSE NUMBER To TITLE INTEGRAL RIBS AS OCK. CHANGED LOUVER SHOWN OTE ADDED HIGH UFT D ROOF PITCH WRACK OTE T 7/22/OB 6 UPDATED TITLE BLOCK T 8/26/10 7 ER31526 \ ED 9605. AND AAKER NOTES TURNDOWN / SLAB AT EDGE 16- MIN �\-J ECE STAID •J CONCRETE DETAIL U-RAR ATTACHMENT NOTES 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE -PUNCHED MGM WITH (2) 1/4-145/8' CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS AT EACH ENO CAP (EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHEET), (2) 1/4-144/8- CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-14x5/8' CRUIPTITE SCREW APPROXIMATELY B' FROM EACH END. THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (10) SCREWS EACH. Z WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN THE Top OF EACH END USE FOR ATTACIMENT OF THE ROLLER SLIDES AND THE6 PRE -PUNCHED HOLES IN THE BOTTOM OF EACH END U FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THUS SPECIFICATION DRAWING. ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE ATTACHED TO THE DOOR WITH 1/4-14x5/8' CRIMPTITE SCREWS 3. 18 CA U-BARS SHALL BE STAMPED '46" APPROXIMATELY 8' FROM EACH EEO. (PACT/CYCLIC RATE (YES/NO). YES IMAX SECTION HEIGHT. 21' ICHECKEDI 4/6/06 1 MRB MODELS 5120/9100/9605 SHEET 2 OF 2 DRAWING PART NO. I REV. %MNDLOAD SPECIFICATION OPTION CODE 0237 319025 P7 O PLICE PLATE LOCATION e SEE SCHEDULE .w 14" MAX i 12" MAX 12" MAX I 12" MAX 12" OAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. DWAYNE a KORNL91, PE 4575 COUNTY ROAD 160 MOUNT HOPE. ON10 FL PE 77945 TX PE 11786B PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WWOLOAD CONSTRUCRON DETAILS E CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE ACK 13 GA MIT` CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE (2) 1/4" X 7/16 SEMI TUBULAR RIVITS 11 GA MIN CLIP SEE SCHEDULE W 13 GA MIN CONTINUOUS WALL ANGLE I111/1/// NE J kp ucr * . NO.7794S . y O'n, ' AS'TATE OF • i(�� • ' ZORIDA AIAL St' 11! III11 NCK 1/4"-20 TRACK CARRIAGE BOLT H 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK (1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE (1) 1 /4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART DOOR WIDTH MAX PSF 9'-0" +46.0 PSF/-52.0 PSF 16'-0" +46.0 PSF/-52.0 P +46.0 PSF/-52.0 PSF TRACK SUPPLEMENT Walton. 1 ANGLE 12 FOOT )ATED 1 6/11/03 UPDATED FORMAT. REASED ALLOWABLE .SSURES TO i.00/-52.00 PSF FOR DOOR WIDTHS. WGED 'TEXAS WALL :LE' TO 'CONTINUOUS L ANGLE'. ADDED ISTRATE MOUNIING AIL. CHANGED TO N HD ANCHORS 'HANGED FORMAT. b MODELS 9B00 8024 WITH OVERLAY RACK CUP RULE. 8/21/07 iPDATED MODELS '.D IN CHARTS. ITED SPLICE & CLIP MOUNTING IPDATED CHARTS TO NATE THE USE OF #8 CLIP (REPLACED 09 ACROSS THE NTING DETAIL 04/11/06 :XPANDED 1-1/2' TO 18' DOOR THICKNESS RT UP TO 14' HIGH. 12/11/05 UPDATED TITLE :K 6/2/10 UPDATED TITLE 'K. REMOVED CHART. 11/15/13 UPDATED TITLE :K. 6/15/17 SHEET 1 OF 2 DRAWING PART NO. I REV. 307494 P11 2 3/4" f1" EDGE DIST E60XX MIN. 1 /8 2-24 1 /8 V 2— 24 MIN 3/16" THICK STEEL FOR MOUNTING 5/16" x 1-5/8" WALL ANGLE LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO.2 TRACK CLIP SPF (G=0.42) OR BETTER AT EACH 1/4-2Ox9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 HE NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL \ 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL WITH MIN. (1) 1 /4-20x7/8" SELF a DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDINI A ad CONCRETE MOUNTING DETAIL DWAYNE A XORNLSH, PE 4576 COUNTY ROAD 160 MOUNT HOPE, WO FL PE 77945 TX PE 117l66 • PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WNDLOAD CONSTRUCTION DETMIS 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-2Ox9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP ```llllllllff��/' PANE J.Ko,Q'% i • 1,10EN q,! kp * No. 77,q45 _ A�� ' Ar STATE OF • �� 701VAL vN\\\\\ till,\%\ TRACK SUPPLEMENT CHART Wayne o� Dalton. GARAGE DOORS 3395 ADDISON DRIVE IENSACOLA, FLORIDA 32514 (850) 474-9890 REVISIONS 2 INCH ,CK-CUPS-TEXAS L ANGLE 12 FOOT ATED 6/11/03 UPDATED FORMAT. TEASED ALLOWABLE .SSURES TO i.00/-52.00 PSF FOR DOOR WIDTHS. AGED 'TEXAS WALL ; E' TO 'CONTINUOUS L ANGLE'. ADDED 8024 WITH OVERLAY RACK CLIP MULE. 8/21/07' IPDATED MODELS .D IN CHARTS. \TED SPLICE h CUP MULES. 9/05/07 IPDATE MOUNTING JL DRAWINGS. 10/05/07 IPDATED CHARTS TO NATE THE USE OF 08 J ACROSS TTHH(E'ED UPDATED STEEL 1NTWG DETAIL 104/11/OB EXPANDED 1-1/2• TO I/8• DOOR THICKNESS IRT UP TO 14' HIGH. 12/I1/OB ADDED MODEL 8700. 'ATED TITLE BLOCK 8/2/10 UPDATED TITLE CK. REMOVED CHART. 11/15/13 UPDATED TITLE CK. 6/15/17 SHEET 2 OF 2 DRAWING PART NO. REV. 307494 P11 Wayne Dalton. GARAGE DOORS Wayne —Dolton Corp. P.O. Bo 67) 827—Alt. H36opp6e`/ OH 44660 www.wayn6—dalton.com W i n d l o a d Post 868 MODELS 5120/5145/9100/9405/9600/9605 Installation Instructions I I I I I �•��p�P� w NS �'Q,L * : No. 77945 ;�.�•' srArE fi ORID O � NA.. E N See garaqe door owners manual for warrant information IMPORTANT 'NOTICE! Read the enclosed instructions carefully before installing this wind load post. Pay close attenti ion to all warning labels and notes. This manual should be atl ached to the wall in close proximity to the wind load post. ©Copyright 2006 Wayne —Dalton Corp. Part No. 319040 P1 Wind Install STEP 1: ATTACH THE HEADER LOCK BRACKET TO THE HEADER USING THE (4) 5/16"x1-5/8" LAG SCREWS PROVIDED AS SHOWN IN FIGURE 1. THE HEADER LOCK BRACKET SHOULD BE IN LINE WITH THE INTERMEDIATE HINGES WHERE THE POST IS TO BE INSTALLED AND LOCATED SUCH THAT THE BOTTOM OF THE BRACKET IS APPROXIMATELY 2-1/2" ABOVE THE TOP OF THE DOOR. NOTE: DRYWALL OR ANY OTHER SACRIFICIAL MATERIAL COVERING THE HEADER MUST BE REMOVED PRIOR TO INSTALLING THE HEADER LOCK BRACKET AND REPLACED WITH THE SAME THICKNESS OF WOOD. IF THIS PROCESS IS REQUIRED, THE LENGTH OF THE LAG SCREWS MUST BE INCREASED ACCORDINGLY TO INCLUDE THE THICKNESS OF THE WOOD SO THAT A MINIMUM OF 1-1/2" OF LAG SCREW PENETRATION INTO THE HEADER IS MAINTAINED. STEP 2: ALIGN THE LARGE DIAMETER HOLE IN THE TOP PLATE EXTENSION WITH THE THIRD HOLE IN THE TOP LOCK PLATE AS SHOWN IN FIGURE 1 FOR MODELS 5120/5145/9100/9405/9600/9605 OR THE MIDDLE HOLE AS SHOWN IN FIGURE 2. ALIGN THE ASSEMBLY OVER THE TOP OF THE INNER POST AND SECURE WITH (4) 5/16-12x1" SELF DRILLING SCREWS THROUGH THE HOLES PROVIDED IN THE TOP LOCK PLATE. SLIDE THE OPPOSITE END OF THE INNER POST INTO ONE END OF THE OUTER POST. STEP 3: PLACE THE POST ASSEMBLY FROM STEP 2 INTO POSITION BY LOWERING THE TOP PLATE EXTENSION INTO THE NOTCH IN THE HEADER LOCK BRACKET UNTIL THE TOP PLATE EXTENSION SEATS IN THE BOTTOM OF THE NOTCH. ALLOW THE OUTER POST TO SLIDE DOWN THE INNER POST UNTIL THE BOTTOM OF THE OUTER POST RESTS ON THE FLOOR. PLUMB THE POST ASSEMBLY. STEP 4: ENSURING THE POST ASSEMBLY IS PLUMB, TRACE THE OUTLINE OF THE BOTTOM OF THE OUTER POST ON THE FLOOR. REMOVE THE POST ASSEMBLY AND SET ASIDE UNTIL STEP 5. LOCATE THE CENTER OF THE TRACED OUTLINE BY CONNECTING THE CORNERS TO FORM AN Y. AT THE INTERSECTION OF THE 'X', DRILL A 5/8" DIAMETER HOLE A MINIMUM OF 3-1/2" DEEP INTO THE FLOOR. CLEAN DUST OUT OF HOLE. STEP 5: ASSEMBLE THE BOTTOM LOCK PLATE BY SLIDING (1) 1/2-13x3-1/2" BOLT DOWN THROUGH THE TOP THE BRACKET AND SECURING WITH THE HEX NUT FROM BELOW. ATTACH THE BOTTOM LOCK PLATE TO THE BOTTOM OF THE OUTER POST WITH (4) 5/16-12x1" SELF DRILLING SCREWS AS SHOWN IN FIGURE 3. Load Post tion Instructions TOP PLATE ER EXTENSION ERTLOCK / D� Y- TOP LOCK /" PLATE 2-1/2" / (4) 5/16x1-5/8" 4) 5/16-12x1" LA SCREWS \ _ SELF DRILLING 5/1I6-18x2-1 /2" " " SCREWS HEX BOLT & NUT FIGURE 1 INNER POST MODELS 5120 5140 9400/9600 IER •ET R LOCKi1 (4) 5/16x1-5/8" LAG S REWS � 5/16- 8x2-1/2" HEX BOLT & NUT - (3) 1 14-140/8" SELF DRILLING CRIMPTITE SCREWS STRAPI BRACKET 5/16" (ITCH PIN- (2) 5/1I6-12x1" SELF DRILLING SCREWS W/ 5/16" FLAT WASHERS- I 1/2-13x3-1/2" HEX BOLT & NUT- (4) 5/16I 12x1" SELF DRI LING SCREWS , -2- FIGURE 2 MODEL 6100 TOP PLATE EXTENSION TOP LOCK PLATE (4) 5/16-12x1" SELF DRILLING SCREWS INNER POST ALUMINUM POST LOCKING ` STRAP • iBOTTOM _. LOCK PLATE 1/2-13 HEX NUT FIGURE 3 Wind Load Post Installation Instructions (3) 1/4-147/8" STEP 6 SELF DRILLING PLACE THE POST ASSEMBLY INTO POSITION CRIMP TE SCREW BY LOWERING THE TOP PLATE EXTENSION INTO THE NOTCH IN THE HEADER LOCK BRACKET UNTIL THE TOP PLATE EXTENSION STRAP SEATS IN THE BOTTOM OF THE NOTCH. BRACKET ALLOWING THE OUTER POST TO SLIDE DOWN THE INNER POST, INSERT THE 1/2-130-1/2" BOLT AT THE BOTTOM OF 5/16" THE OUTER POST INTO/ THE HOLE IN THE HITCH INS FLOOR. ENSURE THE BOLT IS FULLY INSERTED INTO THE FLOOR. THE NUT ON THE UNDERSIDE OF THE BOTTOM LOCK (2) 5/16I -12x1" PLATE MUST REST ON THE FLOOR. SELF D ILLING SCREWS W/ 5/1 f STEP 7: FLAT W SHERS- ATTACH THE STRAP BRACKETS TO THE TOP SIDE OF THE U-BARS WITH (3) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS EACH (1) THROUGH THE HOLE IN THE STRAP BRACKET AND THE HOLE IN THE U-BAR AND HINGE AND (2) VERTICALLY INTO THE U-BAR AS SHOWN IN FIGURE 4. EXCEPTION: THE STRAP BRACKET LOCATED ON THE VERY TOP U-BAR MUST BE MOUNTED ON THE UNDERSIDE OF THE STRUT. LAY THE LOCKING STRAPS SIDE BY SIDE AND LOCATE THE SHORT STRAP. BEGINNING WITH THE SHORT STRAP AT THE TOP STRAP BRACKET, PLACE THE STRAP OVER THE POST AS SHOWN IN FIGURE 4. ALIGN THE HOLES IN THE ENDS OF THE STRAP WITH THE HOLES IN THE STRAP BRACKET AND INSERT A 5/16" HITCH PIN AS SHOWN. RAISE THE BACK OF THE STRAP UNTIL THE STRAP IS PERPENDICULAR TO THE POST. CONNECT THE STRAP TO THE POST WITH (1) 5/16-12x1" SELF DRILLING SCREW AND FLAT WASHER 1/4" ABOVE THE STRAP ON THE GARAGE SIDE OF THE POST AND (1) 5/16-12x1" SELF DRILLING SCREW AND FLAT WASHER 1/4" BELOW THE STRAP ON THE DOOR SIDE OF THE POST AS SHOWN. DO NOT TIGHTEN THE SCREWS AGAINST THE STRAP. REPEAT FOR THE REMAINING STRAPS. NOTE: THE STRAP IS DESIGNED TO SLIDE FREELY BETWEEN THE SCREWS ALLOWING MOVEMENT OF THE DOOR RELATIVE TO THE POST. DO NOT PLACE THE SCREWS THROUGH THE STRAP OR TIGHTEN THE SCREWS TOO TIGHT RESTRICTING MOVEMENT. AFTER ALL OF THE STRAPS HAVE BEEN INSTALLED, CHECK THE POST TO MAKE SURE IT IS SECURE BY LIFTING UP ON THE POST. IF THE POST RAISES OUT OF THE HEADER LOCK BRACKET, CHECK THE LOCATION OF THE SCREWS ABOVE AND BELOW THE STRAPS. THE GARAGE SIDE SCREWS MUST B-F-LOCATED ABOVE THE STRAP AS SHOWN IN THE FIGURE 5. STORAGE INSTRUCTIONS AND DECAL INSTALLATION CONTINUED ON PAGE 4 -3- �-.__L_i FIGURE 4 COMPLETED INSTALLATION ON (4) SECTION DOOR FIGURE 5 STRAP Wind Load Post Install al ion Instructions SECURING POSTS FOR STORAGE STEP 1 LOCATE A CONVENIENT LOCATION AS CLOSE TO THE DOOR AS POSSIBLE AND MOUNT A HEADER LOCK BRACKET TO THE WALL SUCH THAT THE DISTANCE BETWEEN THE BOTTOM OF THE EADER LOCK BRACKET AND THE FLOOR IS 4" GREATER THAN THE DISTANCE BETWEEN THE FLOOR AND THE BOTTOM OF THE HEARER LOCK BRACKET MOUNTED OVER THE DOOR. THE HEADER LOCK BRACKET FOR STORAGE SHALL BE MOUNTED WITH A MINIMUM 8F (2) 5/16"x1-5/8" LAG SCREWS (ONE EACH SIDE) INTO SOLID WOOD. MASONRY ANCHORS MAY BE SUBSTITUTED FOR MOUNTING DIRECTLY TO MASONRY OR CONCRETE. PROVIDE WOOD BLOCKING ADEQUATELY SECURED TO STRUCTURE AS REQUIRED FOR OTHER S BSTRATES. STEP 2: MOUNT A STRAP BRACKET TO THE WALL IN LINE WITH THE HEADER LOCK BRACKET SUCH THAT THE DISTANCE BETWEEN T�E CENTERLINE OF THE HOLE IN THE STRAP BRACKET AND THE FLOO IS 4" GREATER THAN THE DISTANCE BETWEEN THE CENTERLINE OF THE HOLE IN THE STRAP BRACKET ON THE DOOR AND THEIFLOOR WHEN THE DOOR IS FULLY CLOSED. THE STRAP BRACKET FOR STORAGE SHALL BE MOUNTED WITH (2) 5/16"x1-5/8" LAG SCREI INTO SOLID WOOD. MASONRY ANCHORS MAY BE SUBSTITUTED FOR MOUNTING DIRECTLY TO MASONRY OR CONCRETE. PROVIDE WOOD BLOCKING ADEQUATELY SECURED TO STRUCTURE AS REQUIRED FOR OTHER SUBSTRATES. STEP 3: PLACE THE POST INTO THE STORAGE POSITION BY LOW RING THE TOP PLATE EXTENSION INTO THE NOTCH IN THE HEADER LOCK BRACKET UNTIL THE TOP PLATE EXTENSION SEATS IN E BOTTOM OF THE NOTCH. SECURE THE BOTTOM LOCKING STRAP 0 THE STRAP BRACKET USING THE 5/16" HITCH PIN. PLACE ALL REMAINING HITCH PINS INTO THE REMAINING LOCKING STRAPS FOR STORAGE. INSERT THE PLASTIC PLUG INTO THE HOLE INI THE FLOOR. AFTER INSTALLATION IS COMPLETE, LOCATE -AN OBVIOUSL' VISIBLE LOCATION ON THE INSIDE OF THE GARAGE DOOR AND THP POST AND PLACE THE PROVIDED INSTALLATION LABELS AND TAG ONTO THE DOOR AND POST FOR FUTURE REFERENCE - REFER TO FIGURE 6. IMPORTANT I LABELS AND TAG MUST BE ATTACHED TO BOTH DOOR AND POST. 1. APPLIED BY INSTALLER - ONE (1) WIND LOAD PSF LABEL PER DOOR. I 2. APPLIED BY INSTALLER - ONE (1) WIND LOAD POST INSTALLATION INSTRUCTIONS LABEL TO BE APPLIED TO INSIDE OF DOOR, NEAR END OF SECOND SECTION. 3. APPLIED BY INSTALLER - ONE (1) EMERGENCY HIGH WIND SITUATIONS TAG TO BE APPLIED TO POST(S) WHEN STORED ON WALL FOR CONSTANT REMINDER TO CONSUMER. FIGURE 6 -4- Wayne 0o Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 (850) 474-9890 �•``�\ 'ENE J•K0 * No. 77945 y STATE OF • �� ' �s' .A ZORION .•'G�?�� 0SIt NAL 4 . MINIMUM 2x6 p3 SOUTHERN PINE DWAYNE 1 XORNISH, PE 4576 COUNTY ROAD 160 MOUNT HOPE. OHIO FL PE 77945 TX PE 11786E PROFESSIONAL ENGINEER'S SEAL PROVIDED WAY FOR VERIFICATION OF WINDLOAD CONSTRUC7ION DETAILS. REVISIONS P17 UPDATED TITLE BLOCK ESC 6/15/17 SEE DETAILS 1, 2, AND 3 - REQUIRED FOR VERTICAL 1 POST REINFORCING 11 SYSTEMS. 6' MAX. FASTENERS PER SCHEDULES 1 THRU 4 MAXIMUM SPACING 6• MAX. LOCK —MINIMUM 2x4 _ STRUCTURAL GRADE LUMBER FOR ATTACHMENT TO WOOD SUBSTRATE OR MINIMUM 2x6 FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU, TYP. L2-3/4' --I (2) 3/B• SIMPSON TITEN HD SCREW ANCHOR WITH A 1 1/4• WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4• AND A MINIMUM EDGE DISTANCE OF 2-3/4'. DETAIL 1 MINIMUM 2500 PSI CONCRETE NOTE, MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS. DOOR HEIGHT DOOR WIDTH MINIMUM 2x6 @3 fE HEADER LOCK MINIMUM 2.6 r3 fp HEADER LOCK SOUTHERN PINE BRACKET SOUTHERN PINE BRACKET LUMBER. LUMBER. B• 4• 4' 8' 4' 4' 4_ 1-1/2. 1-1/2•. 4) 3/8' SIMPSON TITEN HD SCREW (4) 3/8' DIA. LAG SCREWS ANCHOR WITH A 1-1/4' WASHER AND WITH 1-1/4. O.D. WASHERS. A MINIMUM EMBEDMENT DEPTH OF LAG SCREWS SHALL HAVE A 2-3/4• AND A MINIMUM EDGE MINIMUM PENETRATION OF DISTANCE OF 4. 1-9/32' INTO THE MAIN SUPPORT MDABER MINIMUM 2000 P�a C p IT FILLED .M I WOOD SUpPODIIRT C RUCTURF NOTE, MAXIMUM DESIGN LOAD NOTE: MAXIMUM DESIGN LOAD DATE NAME CAPACITY OF 2400 LBS. CAPACITY OF 2430 LBS. DRAWN 5 24 07 CRT SHEET 1 OF 2 ICHECKED1 JAMB CONNECTION SUPPLEMENT DRAWING PART NO. I REV. 324620 P16 Wayne 0o Dalton. GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 (850) 474-9890 DWAYNE 1 KORMEN, PE 4576 COUNTY ROAD ISO MOUNT HOPE. OHIO FL PE 77945 T% PE 11766E PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR ,VERIFICATION OF WNDLOAO CONSTRUCTION DETAILS. MIN 2500 PSI CONCRETE NOTF' MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN 2 3/4' OF SUPPORTING STRUCTURE SHALL MIN EDGE DIS BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE tr °• . .i 4 e. ° d 3/8• SIMPSON TTTEN HD. 2-3/4• MIN EMBED. MIN 6' BETWEEN JAMB BRACKET LOCATION JAMB BRACKET 1/4-20 HEX NUT—,' TRACK OIRFCT CONCRFTF MOUNTING O TAI \\\X%%IIII11///,/ �.` E J KO/Q E • ��s /�� O • Mo_ 77945 -0 • ' kl s LO oP-* 0 � r .� , S�ONA� MIN 2 x 4 SPF (G-0.42) OR BETTER WALL STUD OM* MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE —� 5/16' LAG SCREW WITH 1-9/32" EMBED IN CENTER OF STUD (f 1/4") FOR EACH JAMB_BRACKE-T-LOCA110N-- JAMB BRACKET 1/4-20x9/16' TRACK BOLT AND / 1/4-20 HEX NU =� SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT P17 UPDATED TITLE BLOCK ESC 6/15/17 DRAWING PART NO. I REV. 324620 P16 4/24/2013 Building Code Online r 4►��a"1 +C4N;A��r"""��lltF� �`��'# 1 .� wit X BCIS Home Log In User Registration Hot Fi�rida IrI/� mt C Product Approval I USER: Public User rr.( ^�+rra �r n f.So�.r3 ';txM+ ProductARproyal Menu > Product or Application Search.> i 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By �`, � � •�P@P1t�P�'�.�^s4r?�.4ap�?r naP{+.o.ltilslplitr• npli(A�b>3P!1 a > Application Detail R7 Revision NG Homesa fop 11 2017 G "Noo Approved Meado e�tpire.� 32188 �'kECE lr Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419)298-1740. 1 rickw@rwbidgconsultants.com Wright Dr Doors ing Exterior Door Assemblies IVEn MAY 18 2018 --�'�a 6M�1� �g4t1$Y/ f'E±Pt'111&�If1q luation Report from a Florida Registered Architect or a Licensed Florida `essional Engineer Evaluation Report - Hardcopy Received F. Schmidt, P.E. Vational Accreditation and Management Institute L2131/2021 2yan J. King, P.E. 1f1 I Validation Checklist - Hardcopy Received E1886 ---•-----• -- •- -- E1996 Florida Licen5ed/Profds6gna`f Engineer or Year. 2005 2002 2002 2002 Sections from the Code https://www.floridabuilding.org/pr/pr app dtl.aspx7param=wGEVXQwtDgsrGs9vbZHks30VFES3QxSGQSzdVYDBICI%3d 1/4 4/2412018 hftps://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsrGsgvbZHIHs30VFES3QxSGQSzd\fYDBICI%3d Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved i Florida Building Code Online Method 1 Option D 10/18/2017 10/18/2017 10/22/2017 12/12/2017 Summa of Products FLU# Model, Number or Na a Description 7630.i a. "FiberCiassic", "Smoot Star", 8'0 "Impact" Glazed Fiberglass Single Door - Inswing or "Cl isslcCraft" and, "ClasscCraft Outswing configuration (X) Rustic" Limits of Use Installation Instructions Approved for use in HVHZ: No FL7630 R7 II (a) Inst 7630.1.pd 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 7630.1 for Design Pressure Ratings, any FL7630 R7 AE (a) Eval 7630.i,pd additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, (For FlberClassic and SmoothStar doors, this product approval requires the use of "J" part numb" for these doors, which have been stained or painted wit in six months of Installation.) 7630.2 b. "FlberClassic", "Smooth tar", 8'0 "Impact" Glazed Fiberglass Single Door with sidelite - "ClasslcCraft" and "ClassicCraft Inswing or Outswing configuration (OX or XO) Rustic" Limits of Use Installation Instructions Approved for use in HVHZ: No FL7630 R7 II (j) Inst 7630,2.0d 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 7630.2 for Design Pressure Rating r any FL7630 R7 AE (&) Eyai 763 2df additional use limitations, installation instructions andl product Created by Independent Third Party: Yes particulars. (For FlberClasslc and SmoothStar doors and sidelites, this product approval requires the use of "Y part numbers for these doors and sidelites, which have be stained or painted within six months of Installation,) In 7630.3 c. "FlberClassic", "SmoothStiar", 8'0 "Impact" Glazed Fiberglass Single Door with sidelites - "ClassicCraft" and "ClassicCrdft Inswing or Outswing configuration (OXO) Rustic" Limits of Use Installation Instructions Approved for use in HVHZ: No FL7630 R7 II (a Inst 7630.3.E 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 7630.3 for Design Pressure Ratings, any FL7630 R7 AE (A) Eval 7630.3.E additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For FlberClasslc and SmoothStar doors and sidelites, this product approval requires the use of "J" part numbers for these doors and sidelites, which have been stained or painted within six months of Installation.) i 7630.4 d. "FlberClassic", "SmoothStarj', 810 "Impact" Glazed Fiberglass Double Door - Inswing or "ClassicCraft" and "ClasslcCra Outswing configuration (XX) Rustic" i Limits of Use Installation Instructions Approved for use In HVHZ: No FL7630. R7 II (a) Inst 7630,4.PX Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, RE, 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7630.4 for Design Pressure Ratings, arrt�y additional use limitations, Installation Instructions and FL7630 R7 AE fa)_Eval 7630.4.odf Created by Independent product Third Party: Yes particulars: (For FlberClassic and SmoothStar doors, this product approval requires the use of "J" part numbers for I these doors, which have been stained or painted within sl months of Installation.) 7630.5 e. "FlberClasslc", "SmoothStar", 8'0 "Impact" Glazed Fiberglass Double Door with sidelites - "ClassicCraft" and "Classic, I Inswing or Outswing configuration (OXXO) Rustic" I 2/4 4/24/2018 Fllorida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: No FL7630 R7 II (a) Inst 7630.5.gdf 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 7630,5 for Design Pressure Ratl gs, any FL7630 R7 AE (a) Eval 7630.5 pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. (For FlberClassic and SmoothStar doo and sldelites, this product approval requires the use of�J" part numbers for these doors and sldelites, which have been stained or painted within six months of Installation) 7630.6 f, "FlberClassic", "Smooth tar% 8'0 "Impact" Glazed Fiberglass Single Door utilizing Hoppe "ClassicCraft" or "Classic raft Rustic" Multi Point lock - Inswing or 0utswing configuration (X) Limits of Use Installation Instructions Approved for use in HVHZ: No FL7630 R7 II (a) Inst 7630.6.Rdf Approved for use outside HVHZ: Yes Verified By: Lyndon E Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7630.6 for Design Pressure Ratin s, any FL7630 R7 AE (a) Eyal 7630.E pdf additional use limitations, Installation Instructions an product Created by Independent Third Party: Yes particulars. (For FlberClassic and SmoothStar doors, this product approval requires the use of "J" part numbe for these doors, which have been stained or painted wit in six months of Installation.) 7630.7 g. "FlberClassic", "SmoothStar", 8'0 "Impact" Glazed Fiberglass Single Door with sidelite "ClasslcCraft" or "ClasslcCr�ft Rustic" utilizing Hoppe Multi Point lock - Inswing or Outswing configuration (OX or XO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL7630 R7 II (a) Inst 7630.7.1f 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 7630.7 for Design Pressure Ratings any FL7630 R7 AE (a) Eval 7630.7.pff additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars, (For FlberClasslc and SmoothStar doors a d sldelites, this product approval requires the use of "J" Qart numbers for these doors and sldelites, which have been stained or painted within six months of Installation.) 7630.8 h. "FlberClassic", "SmoothStar", 8'0 "Impact" Glazed Fiberglass Single Door with sidelites "ClassicCraft" or "ClassicCraft Rustic" utilizing Hoppe Multi Point lock - Inswing or Outswing configuration (OXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL7630 R7 II fa)1nst 630.8.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 7630.8 for Design Pressure Ratings, any FL7630 R7 AE (a) Eval 7630.8.E additional use limitations, installation Instructions and poduct Created by Independent Third Party: Yes particulars. (For FlberClassic and SmoothStar doors an sldelites, this product approval requires the use of "J" p rt numbers for these doors and sidelites, which have been stained or painted within six months of Installation,) 7630.9 I. "FlberClassic", "SmoothStarj, 8-0 "Impact" Glazed Fiberglass Double Door utilizing Hoppe "ClasslcCraft" or "ClassicCraft Rustic- Multi Point lock - Inswing or Outswing configuration (XX) Limits of Use Installation Instructions Approved for use In HVHZ: No FL7630 R7 II (al Inst 7630.9.PAf 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 7630.9 for Design Pressure Ratings, arty FL7630 R7 AE (a) Eval 7630.9.E additional use limitations, Installation Instructions and product Created by Independent Third Party: Yes particulars. (For FlberClassic and SmoothStar doors, this product approval requires the use of "J" part numbers for, these doors, which have been stained or painted within sl�C months of installation.) 7630.10 J. "FlberClassic", "SmoothStar",j ST "Impact" Glazed Fiberglass Double Door with sldelites "ClasslcCraft" or "ClassicCraft Rustic" utilizing Hoppe Multi Point lock - Inswing or Outswing configuration (OXXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL7630 R7 II (a,)_Inst 7630.10.Q f 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 7630.10 for Design Pressure Ratings, any https:/A%ww.foddabuilding.org/pr/pi app dfl.aspx?param=wGEVXQwtDgsrGsgvbZHIHs30VFES3QxSGQSzdVYDBICi%3d 3/4 4/24/2016 Building Code Online additional use limitations, installation instructions and product FL7630 R7 AE (P) Eval 7630.10.pd particulars. (For FiberClassic and Smooth Star doo and Created by Independent Third Party: Yes sidelites, this, product approval requires the use of ', part numbers for these doors and sidelites, which have lbeen stained or painted within six months of installation ) flack Next The State of Florida Is an AA/EEO employer. QRyl(ght 20072013 State of Florida.:: Prlvacy5[atement :; Accesslbllity. Statement :: Refund Statement Under Florida law, email addresses are public records. If you do no 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 byt dltlonal 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 emaits provided may be used for official communication wi the licensee. However email addresses are public record. if you do not:wish to supply a personal address, please provide the Department with an,emali address whilProduct.Approval h can be made available to the public, To -determine if you are a licensee under Chapter 455, F.S., please click hg• Accepts: Credit Card Safe 4/4 THERMAITRU 0 THERMA TPU DOORS 1 1 8 INDUSTRIAL DR.. EDGERTON. ❑H 4351 7 "SMOOTH STAR", "FIBER CLASSIC", "CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC" GLAZED FIBERGLASS SINGLE DOOR INSWING / OUTS WING r7MPACTrr, GENERAL NOTES 1. This product has been evaluated and is in with the 61h Edition (20171 Florida Building Code (FBC1 structural requirements excluding the l fgh Velocity Hurricane Zane' (HVHZ). 2. Product anchors shall be as fated and spaced as shown base material shall b__e_beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection ftus product complies wilh FBC Sections 1609.12 & R30121.2 and does not require an impact resistant covering. This product meets missile level "D' and includes Wind Zone 4 as defined in ASTM E1996. and FBC Sections 1609.122 S R301 a 1.2.1. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown.for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing requfre further engineering analysis by a licensed engineer or registered architect. TABLE OFCOM ENIS SHEErf DESCRIPTION 1 Typical elevations, design pressures 3 general notes 2 Smooth Star door panel 3 glazing delois 3 Fiber Classic door panel d glazing detch 4 Classic Craft/Classc Crag Rusk door panel 3 gb ft details 5 Horizontal cross sections 6 Vertical cross section s 7 Buck and frame anchoring - 2X buck masonry construction 8 Frame anchoring -IXbuck masonry construction 9 Components 10 Bill of Materials 37.75 MAX. FRAME WIDTH 36.00' MAX. PANEL WIDTH 1333 _ W W z a O OX 1 � I I III III O -SMOOTH START. -FIBER CLASSIC" -CLASSIC.CRAF' d -CLASSIC CRAFT RUSTIC - INSWING 37.75' x 98.00- 21.0W x 78.75' +50.0 -50.0 OUISWING 37.75' x 96.75" 21.00- x 78.75" +50.0 -50.0 •at�� =x n O � ZZ : W n * v Q� � J 4m ams G N��'— •G. �� o m '�I \ ...UZI O OC.. n n ra\ soJon so aa�N4 W maoa 'C 0 9Z O Z 8 3a o (5o wz zEn �¢J¢ 02 m W. L.FS R nos FL-7630.1 .r I or If R:VMerMWM T.0 PWMWPA - R-M- MA4 AM1 AW-L-7630W - 78.77MAXALO. 0 0 rl oar o 0 1— 14411 > > > 54 -ri z ; z z 2 94 p � I October 17.2017 0 2009 R.W. BUILOM0 PRODUCT: THER&•U DOOR Doalan�wB LyqnI,-" .=EDFIC�......... P.E. No. 434010 BUILDINO CONSULT AN RW P .0. Box 230, VaIrfoo, FL 33505 Phone Noa 513.030.9197 I FBPE CJL No. 9813 UPDAT Tt) a -E TMO wpwp-. UPPATE TMO 37H ED. (20 CD, PART OR ASSEO WYA SMOOTH STAR DOOR PANEL tt GLAZING Drr�LS UPDATE TO 2010 FBC JK REVISIONS CommuLTANTO INC. 78.75* MAX D.LO. 0 10 C, Ow 0 0 :.t::.::. .Io 0 00 z 7-1 -c to l7• ........... sc !1* z 1 14% No. 43M Micber 17. 201171 PRODUCT: coaumefft Pfopand --- ---- TNERMA—TRU rdon P. Sahmildt OWED FIBERGLASS DOOR L No. 43409 f 1 17 t)PDM CO. L201 J)c LIM mMi I BUILDING c UPDATE TO 2010 FBC A RBER Cg&IC DOOR P•0. Box 230. Vattico, FL 33595 a DETAINM Phone 9 , Z.,'O .!3;0 2009 R.W. GUILa . IMU pap PAIla0tI7Ilae• Tm PMKVMM%k • FAft ROA4 Applor KR-7630%C • DmNhpVL•7630 2017)VL•7IMl-5dlp6 44 © 0"Win MWMAX.D.LO. C g� ' �p O O Il 5„ • i�l��ti\ ii�4:t1 � ND,434D8 � October T7. 2017 L PRODUCT: Doevm m S I� THERM-7RU Lyndon F. Qohmldt *�/ '•• ;RpR1D1;,.•'•• �� go 3 N GLAZED FIBERGLASS DOOR P.E No. 43409 �/ / '••••••�p� Q y 70 17 17 POA TD BT71 ID 0 FBC .IK !�� 1 29 15 UPDA ED. 201♦ FBC PART OR ASSEMBLY: G%� BUILDING CONSULTZ91,1MLl't g Iq 1 0 /1 12 UPDATE TD 20}0 FBC JK / ✓l� P.O. Box 230• VolAoo. FL 33595 D IS S DOORf PANC� d� 6LAOZIMC OAILS Phone No.f 813.e59.9197 FBPE CA No. 2813 09009 N.W. BIJILOINO CONeULTANTO INC. R:►QkrAAM = Tiu PHW MMVA • FbWa R06A ApptonlnFL•76701C. Dnwk*M 70d (2017W-7=.1.5A*S M I � r •� e _�� .. • � -f \ 4D 0 M N O 0 I r' Oa V V V S� A Jim tie I • an '. •4 d • l ° v PRODUCI9 r'1 � � to GIAZEOT! N V !0 17 77 DA0 JK UPDA 4 F9'C LFS PART OR ABBE o -• S. TO 9 iQ UPDATE TO 2010 FEC JK I HI Al REVISIORK 12009 R.W. BUILOW0 OOMOULTAMO IMO. 101 44�9 pill El NW. , Us ltltllll!/! OO^�'"'••4S60QB y! i 1f LTnaon F. 9ahmldl -�i ' h0�•,..•'/, DOOR P.E No. 43408 �i/// •� ��w� w1\ BUILDING CONSULT ANfS;lc.11 xwP.O. Box 230. Vohloo, FL c3.3593 Phone Nos 813.089.9197 R:\�.lnxyln. nu FFfUfANFNf�l1 • FbIW RDauG Aov�wlFLaasolc • onr,u,�u3 Iwo p al 1.1/r MIN. EMB. (fYP.l �� 0 11 0 M 1 I� MMMIN. EMB. (1YP.) 1.1/rMIN. EMB. (1YP.) NDAM 7HERMA—TRUE Lyndon F. Sahmfat �� t OMN 1021115 UPOATE M 5O1 SO. 014 FBC JK GLAZED FIBERGI/SSSI DOOR P.E No. 43�09 /�//I/ C PARr OR ASSbA9LY BUILDING CONSULTAHI8; 11 2 UPDATE TO 2010 C JK I �� P.O. Box 230, Volrloo, FL 33595 CROSS SECTIONS Phone Noa 813.559.9197 FBPE C.A. No. 9513 i aODY R.W. DUILDIND DONDULTANTD IND. ' I m D TV. HEAD d. JAMBS u MASONRY—T _ OPENING C o Q 7X BUCK n SEE RUCRIINCIlORlNG l0WJAMR DEf� COINCREYEANCHM NOEL' I. Concrete andor k — 5, - ad fhe camas may be odrated to nmhfatn Rle n*L edge Mance to modorjoblfs. 2 Coneteandlortocaffmnotedas'MAXONCBJtWnwstbea*xWto mobdoh fhe aft edge dhtmlce to mortar►ohts, ad0vond concrefe arx9wrs moy be required to emus Mm WAX. ON CE NI6f' dbsendon are not exceeded. 3. Concrete andlor tab&: r I. Ni; . ARAN�f•-::.._hR_£IFbRilllCE IIYY iAPCON Il I -Ile T v ELCO tlLiRACON I/C I-Ilr r 4• VVOODSCREVVfNSr OM dhfrmca. Pend dhfance. 6 1•o.0. spacbV of Mahltah a mbdrnmerr Slredge woodscrom to prevent N espRfffng of wood. a • I • L 'o _ IYP. HEAD 3 JAMBS BUCK 1 40 MASONRY OPENING — - - TYP. SU I lau SIRI1tEJAMB FRAMEANCBORING Masonry 2X budccor>stnufton HNGEDEfNL IAILNtL�DE►A11 Q� Sm ^sE z�er e m c mdiiE v mc4 q v Ems= �1a 'Co c z a ae is m w N O w p n 2 a a i 4 o' # a N ^ s52008 e N.LS es AL er LF5 Rate, FL-7630.I n `_' i 7 or 10 !6 Tiff. READ & JAMBS .0 lxz SUCK -T MASONRY OPENING TYP.SILL SEE HINGE DEFAIL HUMJAMB CCR4CRMANCHORNOTES: I. Concrete cncharbwffm of the comers may be a4ded to mitntaln ffle Inh MaWMIXbUCk edge dbtance to ffwdarlobtL Concrete cndwr locaffm noted as MAX.?ON CENTER" aml be adWed to maintain the n*L edge dWonce fo mortarlaink oddUbnd concrete anchors may be required to emm the %(AX ON CAWW clirnensfan cm not exceeded 3. Concrete anchortabb. i. . ........ . W.;..-..CfEAXWCE -ARK. NC* .. .... NPF .... . ... ......... ........ .. .... .. ........ ...... ... ............ . ....... ...... .... ... .... . ..... . .......... ... .... 1TW e TAPCOk 114• 1-114' r C aw I TApCok* 3/76" 1 1-114- r I-11r WOOD SCREW DWALLATM NOTES. ditartm 1-end dbknca6 & l-oc. spading of Mdntob o n**m#rn Wedge wood screws to prevent the spEfflngofwood. STRUJAMB L41CH A DEADAWWAIE WM DETAIL .951sl 11 ax 10 z T/-20 er AL es —LFS FL-7&W.1 I a or 10 if! MGWft%The= Tna PEWMUfnA - R61ft ftNct AppovabWL-76301C - DMWMOAFL-7630 (2017)%FL-7670.1-3,d.S 9.1 ...... . . . . . . . . AA 4rNo. 4*3409 4 OCIObW 17. 2Of7 Dommw" pmPared INM—TRU L EROM DOOR Lyndon P. Schrnfdk . ........ GLAZED No. 43400 IS UPPM TO rx it LIPOATE TO 2 1 MIMI, M IFS PART OR AMEM, BUILMNO UPVATk TO ZUTU FOG RWP.O. Sox 230. VaIrloo. M 33595 Phone Noa 813.059.9197 uusOlkm ca"OULITANTS INC. BILL OF MATERIALS "m DLSCRIPRON MATERIAL ITEM DESCRMON MATERIAL A IXBUCKSG>=0.55 WOOD 40 FIBERGLASS DOOR PANEL -SMOOTH STAR - B 2X BUCK SG >= 0.55 WOOD 41 FIBERGLASS SMC WN MIN 0.065 THICKNESS SMC C MAX. 1/4"SHIMSPACE WOOD 42 TOP RAIL COMPOSITE D 14 X 24 4' PFH ELCO OR ITW CONCRETE SCREW STEEL 43 LATCH SRLE WOOD VL E MASONRY - 3= PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 44 HINGESTILE WOOD 45 BOTTOM RAIL COMPOSITE F 1/4" X i-3/4' PINT TIW CONCRETESCREW STEEL 46 POLYUREOTANE FOAM CORE-13 LBS. D84MY FOAM G 3/16" X 3-1/4' PFH ITW CONCRETE SCREW STEEL 50 FIBERGLASS DOOR PANEL - FIBER CLASSIC H IX x 3.1/4' PFH ITW CONCREIESCREW STEEL 51 FTBER113 ASS SMC SIGN MN OW19CIQ M SMC 1 1/4' X 2-1/4' PFH IFW CONCRETE SCREW STEEL 52 TOP RAIL COMPOSITE J 1/4- X 33/4' PFH 1EW CONCRETE SCREW SITS 53 LATCH STILE WOODAVL K USX 24/T PFH WOOD SCREW Sin 54 HINGE SIRE WOOD L I #10X2-1 PFH WOOD SCREW 1.1WMN.EMBEDMENT) STD 55 WTTOMRAIL COMPOSITE 1 EXTERIOR LIIE FRAME ALUMINUM 56 POLYUREtHANE FOAM CORE-13 LBS. DENSITY FOAM 2 INTERIOR LITE FRAME ALUMINUM 60 1 FIBHLGlASS DOOR PANEL - CLASSIC CRAFT & CLASSIC CRAFT RUSTIC - 3 LITE FRAME TRIM PVC 61 1 FIBERGLASS SMC SIGN MN ODD THICKNESS SMC 4 # 10 X 1-1 /T PFH SCREW STEEL P RAIL COMPOSITE 7 ME MM REACH COMPRESSION WEATHERSTRIP FOAM TCH STILE WOODAVL B LONG REACH COMPRESSION WEATHERSTRIP FOAM R65BOTTOMRAIL NGESULE WOOD 9 fX CMNGE.09TTHK. STEEL COMPOSITE 10 #10 X 3/4' PFH WOOD SCREW INGE TO FRAM STEELL LYUREFRANE FOAM CORE -1.9 LBS. DENSITY I FOAM 17 PASSAGE LOCK -KWIKSETSIGNATURE SERIES STEEL 18 THRESHOLD OUTSWNG ALUMJWOOD- 19 HEADER JAMB SG>-0.42 WOOD 20 SIDE JAMB PIN SG>=0.42 WOOD 21 DEADBOLT-KWEKSET SIGNATURE SERIES STEEL 27 LATCH STRIKE PLATE STD 28 DEADBOLT PLATE Sim 32 DOOR BOTTOM SWEEP PVC 33 NSWINGTHRESHOLD AWMJCOMP. 34 INSWING THRESHOLD CS ADJUSTABLE ALUM./COMP. 35 INSWING 114RESHOLDADJUST ALUM./COMP. 36 INSWING THRESHOLD ADJUSTABLE ALUM./COMP. 37 INSWING THRESHOLD SELF ADJUSTABLE ALUM./COMP. 38 1 INSWING THRESHOLD IMPERIAL ALUM./COMP. NOTE: WOOD DOOR COMPONENTS: PINE OR OAK (SG >= 0.42) FL-7630.1 7-Mor iC