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HomeMy WebLinkAboutAPPROVED 16477.1 BCIS Home Log In :' User Registration Hot Topics s Submit Surcharge Stalls&Facts Publications Contact Us 9CTS Site Map Links Search r!E�f Product Approval Or .. USER:Public User Product Ao�rovaf Menu>Product or Application Search>Application List r w Search Criteria Refine Search Code Version 2020 FL# 16477.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# iy,pe I Manufacturer Validated By S a us FL16477- Affirmation Shwinco Architectural Products,LLC National Accreditation&Management Approved R4 FL#: FL16477,1 Institute History. i Model: Series 9050 OX (804) 684-5124 Description: Impact Rated Vinyl Horizontal Sliding I Window Category: Windows 1 Subcategory: Horizontal Slider *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone ReadJallAhassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a publ€c-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 ema€is provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F S.,please click here. Product Approval Accepts: Credit Card Safe ; ` -y. --.,." �.,�%o -" "� BCIS Home 3 Log In I User Registration Hot Topics '�, Submtt Surcharge Stats&Facts Publications Contact Us 6CIS Site Map '. Links Search ° Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Oetail FL# FL16477-R4 Application Type Affirmation Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Shwinco Architectural Products, LLC Address/Phone/Email 171 Jet Services Way Dothan,AL 36303 (334) 556-1000 engineering@shwinco,com Authorized Signature Keith Schneider engineering@shwinco.corri Technical Representative Josh Lowe Address/Phone/Email 171 Jet Services Way Dothan,AL 36303 (334) 556-1000 engineering@shwinco.com Quality Assurance Representative Josh Lowe Address/Phone/Email 171 Jet Services Way Dothan,AL 36303 (334) 556-1000 engineering@shwinco.com Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard fear AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2013 ASTM E1996 2014 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity . -%No ".;N/A Product Approval Method Method 1 Option A Date Submitted 09/03/2020 Date Validated 09/03/2020 Date Pending FBC Approval [late Approved 09/10/2020 Summary(of Products FL# Model,Number or Name I Description 16477.1 Series 90SO OX Impact Rated Vinyl Horizontal Sliding Window Limits of Use I Certification Agency Certificate Approved for use in HVHZ:Yes FL16477 R4 C CAC NI009499.02-R3.pdf 1 Approved for use outside HVHZ:Yes FL16477 R4 C CAC NI009499.03-R3.pdf Impact Resistant:Yes FL16477 R4 C CAC NI009499-R4,pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: 9050 OX 76x74 DP55, 54x60 DP70, 72x48 DP120 FOR 1 04/30/2024 i DESIGN PRESSURE RATINGS REFER TO APPROVAL DRAWING. I Installation Instructions GLASS INTERLAYER COMPLIES WITH THE REQUIREMENTS OF FL16477 R4 11 -03556 pdf THE FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE Verified By: Luis Roberto Lamas 62514 E FOR EASTMAN INTERLAYERS, FRAME MATERIAL TO BE RIGID Created by Independent Third Party:Yes PVC FROM VISION AAMA CERTIFIED(VEX-1). Evaluation Reports FL16477 R4 AE 5146.a7 pdf I Created by Independent Third Party: Yes 16477.2 SERIES 9050 XOX SERIES 9050 VINYL SLIDING WINDOW XOX IMPACT Limits of Use_ �Certification Agency Certificate Approved for use in HVHZ:Yes l FL16477 R4 C CAC NI012101.01-R5.pdf Approved for use outside HVHZ:Yes FL16477 R4 C CAC NI012101,02-R2.pdf Impact Resistant:Yes I FL16477 R4 C CAC N1012101-R4.pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: 9050 XOX 112x64, DP50,DP95/-130, DP130 FOR 06/30/2024 DESIGN PRESSURE RATINGS REFER TO APPROVAL DRAWING. Installation Instructions i GLASS INTERLAYER COMPLIES WITH THE REQUIREMENTS OF FLI6477 R4 II 08-03158.12df THE FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE I Verified By: Luis Roberto Lomas 62514 E FOR EASTMAN INTERLAYERS. FRAME MATERIAL TO BE RIGID I Created by Independent Third Party: Yes j PVC FROM VISION AAMA CERTIFIED(VEX-1), €Evaluation Reports FL16477 R4 AE 513240A,pdf Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 323911 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cog+Lright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public retards.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.27S(1), Florida Statutes,effective October 1,2812,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one,The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,ES.,please clfck here. Product Approval Accepts: MxCtact Credit Card Safe CMEM SC€5 Home ! Log In User Registration Hot Topics Submit Surcharge Stats Facts Publications Cantack Us BCIS Site Map Links Search Rod orProduct Approval 0USER:PUbllc User Product Approval Menu a Product or Application Search>Application List Search Criteria Refine Search Code Version 2020 FL# 16477.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved far use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-A_plications FL# Type I Manufacturer _ Validated By _ --_ Status FL16477 Affirmation Shwinco Architectural Products, LLC _ National Accreditation&Management Approved R4 FL#: FL16477.1 Institute ! History i Model: Series 9050 OX (804) 684-5124 I` Description:Impact Rated Vinyl Horizontal Sliding Window i Category: Windows Subcategory: Horizontal Slider 'Approved by OBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cap right 2007-2613 State of PloNda.::Privacy Ltatement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional 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 emai€s provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Aecepts: M CA 4:kcv Credit Card Safe yl BCIS Home Log In User Registration Hot Topics } Submit Surcharge 3 Stats&Facts Publications €. Contact Us BCIS Site Map Links Search 4 "' Product Approval �� USER:Public User Product Ao_proval Menu>Product or Application Sear rh>Application List>Appiication Detail A FL# FL16477-R4 - Application Type Affirmation Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Shwinco Architectural Products, LLC Address/Phone/Email 171 Jet Services Way Dothan,AL 36303 (334) 556-1000 engineering@shwinco.com Authorized Signature Keith Schneider engineering@shwinco.com Technical Representative Josh Lowe Address/Phone/Email 171 Jet Services Way Dothan,AL 36303 (334) 556-1000 engineering@shwinco.com Quality Assurance Representative Josh Lowe Address/Phone/Email 171 Jet Services Way Dothan,AL 36303 (334) 556-1000 engineering@shwinco.com Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2013 ASTM E1996 2014 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s) are in compilance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity - Yes No N/A Product Approval Method Method 1 Option A Date Submitted 09/03/2020 Date Validated 09/03/2020 Date Pending FBC Approval Date Approved fl9/10/2020 summary o c s �# Model,Number or Name Description 16477A Series 9050 OX Impact Rated Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16477 R4 C CAC NIOD9499.02-R3,pdf Approved for use outside HVHZ:Yes FL16477 R4 C CAC NIO09499.03-R3,pdf Impact Resistant:Yes FL16477 R4 C CAC NI009499-114.pdf Design Pressure: N/A Quality Assurance Contract Expiration Data Other: 9050 OX 76x74 DP55,54x60 DP70, 72x48 DP120 FOR 04/30/2024 I�DESIGN PRESSURE RATINGS REFER TO APPROVAL DRAWING. Installation Instructions 1 GLASS INTERLAYER COMPLIES WITH THE REQUIREMENTS OF FL16477 R4 II 08-03556.pdf THE FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADS Verified By: Luis Roberto Lomas 62514 FOR EASTMAN INTERLAYERS. FRAME MATERIAL TO BE RIGID Created by Independent Third Party:Yes PVC FROM VISION AAMA CERTIFIED(VEX-1). Evaluation Reports FL16477 R4 AE 514637.pdf Created by Independent Third Party:Yes 1 :2__ SERIES 9050_XgX—. — SLIDING WINDOW XOX IMPACT Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes I FL16477 R4 C CAC NI012101,01-RS.pdf Approved for use outside HVHZ:Yes FL16477 R4 C CAC NI012101,02-R2.pdf Impact Resistant:Yes FL16477 R4 C CAC NI012101-R4.pdf Design Pressure: N/A Quality Assurance Contract Expiration Date ether.9050 XOX 112x64, DP50,DP95/-130, DP130 FOR 06/30/2024 DESIGN PRESSURE RATINGS REFER TO APPROVAL DRAWING. Installation Instructions GLASS INTERLAYER COMPLIES WITH THE REQUIREMENTS OF FL16477 R4 II 08-03158.pdf THE FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE Verified By: Luis Roberto Lomas 62514 FOR EASTMAN INTERLAYERS. FRAME MATERIAL TO BE RIGID Created by Independent Third Party:Yes PVC FROM VISION AAMA CERTIFIED (VEX-1). Evaluation Reports FL16477 R4 AE 513240A,pdf Created by Independent Third Party: Yes Hack hdeYL Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cop��rlght 2407-24L3 Mate of Florida.::PrIVBCy 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 pubic-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395, Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Corti Safe REVISIONS RE, DESCRIPTION 17ATE APPROVED NOTES: 15. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #8 WOOD SCREWS 1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE #8 SMS OR SELF DRILLING TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 3, 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 17. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD 4, WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" UNITS MUST BE ANCHORED SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, 18. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5, WHERE WOOD BUCK THICKNESS IS 1—T/2" OR GREATER, BUCK SHALL BE SECURELY SUFFICIENT LENGTH AC LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION A 1 1/4'" MINIMUM EMBEDMENT I SUBSTRATE WITH 2" FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE MINIMUM EDGE DISTANCE. LOCATE DETAILS. ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH 79. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #70 SMS OR SELF MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF STRUCTURE DETAILS. THE ARCHITECT OR ENGINEER OF RECORD. 20 7. BUCKS SHALL EXTEND BEYOND UNIT FRAME INTERIOR FACE SO THAT FULL FRAME SUPPORT .ALL FASTENERS TO BE CORROSION RESISTANT. IS PROVIDED. 21.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN EACH ANCHOR LOCATION WITH LOAD SEARING SHIM. SHIM WHERE SPACE OF 1/16" OR SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE C. MASONRY; HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,OOOPSI MINIMUM. OF SUSTAINING APPLICABLE LOADS. D. METAL STRUCTURE: STEEL 1 BOA (.048") FY=33KS1/FU=52KSI OR 10. WIND LOAD DURATION FACTOR Cd=1.5 WAS USED FOR WOOD ANCHOR CALCULATIONS. ALUMINUM 6063—T5 FU=30KSI .125" THICK MINIMUM 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 17 FOR GLASS DETAILS. FOR UNITS INSTALLED 3OFT OR MORE ABOVE GROUND LEVEL GLAZING B MUST BE USED. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING USE ROOFING NAIL WITH SUFFICIENT LENGTH TO ACHIEVE A 2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:05/2&2020 SHWINCO ARCHITECTURAL PODUCTS, LLC r R- Lo171 sw ` DOTHAN, AL 36303 F N q SERIES 9050 HS WINDOW 0 51 *� IMPACT HVHZ TABLE OF CONTENTS NOTES "ya TAT OF SHEET ND.j DESCRIPTIONDRAW r�ui+'•F Q.•+.��� LEN' 00.TE owc No. 08 503 56 REV 1 NOTES R.L. 2 4 ELEVATIONS NTS 05/04/2020 1 OF 17 /f III 5 — 16 INSTALLATION DETAILS L.AOSERfOLOMASP.E' Luis R. Lomas P.E. 1432 WOODFORD RD LEW1SV;LLE,NO 27023 FL No..- 62 514 17 COMPONENTS 434-688-0509 dlomasplrkmaspe.com REVISIONS }n���a� o�T-�0 REV oE5CA7P7i0N Oe4E APPRovea b� �d o ❑� HORIZONTAL CROSS SECTION FOR REFERENCE ONLY,SEE SHEETS 5-16 FOR INSTALLATION DETAILS 76" FRAME WIDTH 76" FRAME WIDTH 3" MAX —�� 11 1/2" MAX O.C. — � 3" MAX 3" MAX ---� � B" MAX O.C. 3" MAX 3 MAX 3 MAX / NOTES: 1 1 1/2" / L_• 1. SASH SIZE.'35 112"X 69 316" MAX 8" MAX 2. D.L.O.:33T3/16"X67318" D.C. O.C. 74" 74" FRAME 0 �/ FRAME O V HEIGHT x HEIGHT FIN ANCHORS MAY BE ROOFING NAILS a OR #10 SCREWS 3" MAX / 3" MAX SERIES 9050 HS WINDOW SERIES 9050 HS WINDOW EXTERIOR VIEW EXTERIOR VIEW FRAME INSTALLATION FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING SIGNED:0512812020 +55.OPSF LARGEANDSMALL MISSILE IMPACT SNWINCO ARCHJEr sEP00CTS, LLCR. 171 SERVICES wr ```ti\ � MISSILE LEVEL D,WIND ZONE 4,AND HVHZ DOTHAN, AL 36303 �,' •4�c,Fivg 35 i/2"X 68 7/8"PANELS SHOWN.OTHER SIZES APPROVED AS LONG AS INDIVIDUAL PANEL AREA OOES NOT EXCEED 16.98Ff2 SERIES 9050 ITS WINDOW SEE CHARTS IN SHEET 3 IMPACT HVHZ NARPWARESCHEDULE 76" x 74' ELEVATION y3], TAT OF A (2)TAN DEM PLASTIC ROLLER AND HOU SING(11552)BYVISIONAT ACTIVE BOTTOM RAIL DRAWW- Dwc AC) REV '��`FttlRlDp:-� C. (2)TIILTLATCH(HTL920041'33I310RHILH)BYDALWORTHTH KEEPER BY TRUTH AT70PfiNDBOTTOMWARE 6 112-FROM OFLOCKRAJLH END OF LOCKRAIL SCALE oA" D8 SHEE$S6 ❑. (1)SASHLOCK(9200)BYTRUTHHARDWAREATSASHMEETINGRAIL Nr5 DS�D4�2020 2 OF 17 E. ALUMINUM REINFORCEMENT(T-11211)BYTI TONATTOPANDBOTTOMRAIL LROSER70LOMASP.E Luis R. Lomas P.E. F. ALUMINUM REINFORCEMENT(7-11222)BYTIFTON AT ACTIVE MEETING 8 PULL RNL 7432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514 G.ALUMINUM REINFORCEMENT(711333)BY TIFTON AT FIXED MEETING RAIL 434-686-0609 llamas@Irlamaspe.cam REVnms REV DESCRIPTIDW DATE APPROVED 54" FRAME WIDTH 54" FRAME WIDTH 3 MAX 11 1/2" T 3" MAX 3" MAX �{ 11 1O.0 MAX MAX O.C. I MAX O.G. 3 MI� AX 3 MA X MAX D.C. 11 1/2" / , MAX D.C. FRAME O FRO E O '` FIN ANCHORS HEIGHT HEIGHT MUST BE 10 SCREWS NOTES: 1. SASHSIZE:27118"X56112" 2. D.L.O.:23"X 53 Y6" 3" MAX 3" MAX SERIES 9050 HS WINDOW SERIES 9050 HS WINDOW EXTERIOR VIEW EXTERIOR VIEW FRAME INSTALLATION FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING {7O.OPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 4,AND NVHZ 27 116"X 56 f12"PANELS SHOWN.OTHER SIZES APPROVED AS LONG AS INDIVIDUAL PANEL AREA DOES NOT EXCEED 10.6PTF SIGNED:0512812020 SHWINCO ARCHITECTURAL PRODUCTS, LLC `�,0 tlittllrr, 171 JET SERVICES WAY \\\��5 ..b,//i DOTHAN, AL 36303 ti`v•�\�E N g 9�f� SERIES 905D HS WINDOW *• a51 IMPACT NVHZ HARDWARE SCHEDULE 54" X 60" ELEVATION Y,'A • A. (2)TANDEM PLASTIC ROLLER AND HOUSING(11552)BY VISION ATACTIVE BOTTOM RAIL DRAWN: DWG No. Rom' '��ta�G .��0 R�9`.'�\1\\�� C. (2)TILTLAT CK H(HTL-1 30041 1) I31DRH1TH LH)BYDALWORTHHATTOPANDBER BY TRUTH HARDWARE 6 'OTTOMOFLOCKRAIL LOCK RAIL caLE Dnre 68 sDE�s6 - ;4E��\�` O. (1)SASH LOCK(926D)BYTRUTH HARDWARE AT SASH MEETING RAIL NTS D5�D4�2D20 3 Of 17 E. ALUMINUM REINFORCEMENT(T-11211)BYTIFTONATTOP AND BOTTOM RAIL L.ROSERTOLOMASAS. Luis R. Lomas P.E. F. ALUMINUMREiNFORCEMENT(T-11222)SYTIFTONATACTNEMEETING&PULL RAIL 1432WOOOFORDRDLEWISVILLE,NG27023 EL No.: 62514 G. ALUMINUM REINFORCEMENT(T-11333)BY TIFTON AT FIXED MEETING RAiL 434-63B-o6o9 rllomaS@lrlamaspe.com REVISIONS REV DESCRIPTION GATE APPROVED 72" FRAME WIDTH 72" F WIDTH 3" MAX --� � �^-�� B" MAX U.C. I 3" MAX 3" MAX --- � B" MAXMA O.C. — 3" MAX I I 3 MAX 3 MAX 1. SASH SlZE.3S 1/4"X 44 1/2" 10 1/2" MAX G.C. �/ 2. D.L.0.:32"X 41 3/8" 4g" C.C. MAX 0 V 48" �• 0 x FRAME -.IC--.-- FRAME HEIGHT / � HEIGHT / / FIN ANCHORS MUST BE #10 SCREWS 3" MAX 3" MAX SERIES 9050 HS WINDOW SERIES 9D50 HS WINDOW EXTERIOR VIEW EXTERIOR VIEW FRAME INSTALLATION FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING $T20.DPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D,WINDZONE4,AND HVHZ 36 114"X 44 112"PANELS SHOWN.OTHER SIZES APPROVED AS LONG AS INDIVIDUAL PANEL AREA DOES NOT EXCEED 11.2FT2 SIGNED:0512812020 SHWINCO ARCHITECTURAL PRODUCTS, LLC 171 JET CES WAY DOTHAN,EAL136303 SERIES 9050 HS WINDOW ;1k• 0/�SS A IMPACT HVHZ HARDWARE SCHEDULE 72" X 48" ELEVATION �Z3, TAT F �F TIEBOTTOMRAL owG 110 ORSA (2)TANDEMPLASTICROLLERANDHOUSING(11552)BYVISIONATAC C. (2)TIOOK LTLATCH(HTL-11333 0RHILH)BY1)ALWORTHRATTPANPIBOTTOM0FLOCKRAILH END OF LOCKRPJL Rne GATE 08 SO�T56 — t�NIdL1� X�\ D. (1)SASH LOCK(9200)BYTRUTHHARDWAREAT SASH MEETING RAIL NTS 05�04�2020 4 OF 17 111 E. ALUMINUM REINFORCEMENT(T-11211)BYTIFTONAT TOP AND BOTTOMRAIL L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. F. ALUMINUM REINFORCEMENT(T-11222)BYTIFTONAT ACTIVE MEETING&PULL RAIL 11432WOODFORDROLEWISVILLE.NC27023 gL NO.: 62514 G- ALUMINUMREINFORCEMENT(T-11333)BYTiFTONAT FIXED MEETING RAIL 434-689-0604 rnomas@Irlamaspe.com REVISIONS REY 6ESCREPTION PATE APPROVE[] 1/2" MIN. WOOD FRAMING EDGE DISTANCE OR 2X BUCK 1 1 1/4" MIN. 1/4" MAX. BY OTHERS EMBEDMENT SHIM SPACE APPROVED 1 1/4" MIN. SEALANT EMBEDMENT BEHIND FLANGE NF� q 1/2" 1/4„ MAX. MIN. SHIM SPACE EDGE �DISTANCEfNrEAIOR #10 WOOD SCREW #1❑ WOODSCREW WOOD FRAMING TERIOR OR 2X BUCK BY OTHERS EXTERIOR EXTERIOR APPROVED SEALANT BEHIND FLANGE #10 WOOD SCREW SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF WOOD FRAMING OR 2X BUCK INSTALLATION Q APPROVED SEALANT APPROVED 1/4" MAX. NOTES: SEALANT SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, BEHIND FLANGE �_ El© NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE WOOD FRAMING DESIGNED IN ACCORDANCE WITH ASTME2112 OR 2X BUCK 1 1/4" MIN 3. WATER PROOFING 19 INSTALLERS RESPONSIBILITY BY OTHERS EMBEDMENT AND MUST BE DONE PERFMAIAAMA/WOMA STANDARDS. SIGNED:05/28/2020 1/2" MIN SHWINCO ARCHITECTURAL PRODUCTS, LLC ��'<kllilrr1/ �EDGE DISTANCE 171 JET SERVICES WAY `���J\S.R 10t1r�i/ VERTICAL CROSS SECTION DOTHAN, AL 36303 �,.4�G N g s-` WOOD FRAMING OR 2X BUCK INSTALLATION SERIES 9050 HS WINDOW ZZ*'• Dy *w IMPACT HVH2v FLANGE INSTALLATION DETAILS 7 , TAT OF 4J� DRAWN: R V �rFs CORIDP G��\w cLL.E DaT� 08 50 E55s — `ONALy ���� NTS 05/04/2D20 5 OF 17 L.ROBERTO LOMAS P.F. Luis R. Lomas P.E. 1432 WOODFORD RO LEWISVILLE,NO 27023 FL No.: 62514 434-688-0609 rllamasOa Itlomaspe.cam REYISIDNS 17,7- DESCRIP7104 DATE APPRVEP 1/2" MIN. METAL EDGE DISTANCE STRUCTURE 1/4" MAX. BY OTHERS SHIM SPACE APPROVED SEALANT I BEHIND FLANGE L.�.J� ❑ 1/4 SHIM EDGE MAX. SHIM SPACE EDGE DISTANCE INTERIOR #10 SMS OR (� SELF DRILLING SCREW #10 SMS OR ❑ .]Q til SELF DRILLING SCREW METAL J� fNTERIOR STRUCTURE BY OTHERS EXTERIOR EXTERIOR #10 SMS OR APPROVED SELF DRILLING SEALANT SCREW BEHIND FLANGE SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF METAL STRUCTURE INSTALLATION APPROVED SEALANT a � APPROVED SEALANT 1/4" MAX. NOTES: BEHIND FLANGE SHIM SPACE I. 1NTERIOR AND EXTERIOR FINISHES,BYOTHERS, Ell] NOT SHOWN FOR CLARITY, METAL 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE STRUCTURE DESIGNED IN ACCORDANCE WITH ASTM E2112 BY R 3. WATER PROOFING 1S INSTALLER'S RESPONSIBILITY AND MUST BE DONE PER FMA/AAMA/WDMA STANDARDS. SIGNED_0512812020 1/2" MIN EDGE DISTANCE SHWINCO ARCHITECTURAL SERVICES RAPRODUCTS, LLC P, Llb/171 JET ���� VERTICAL CROSS SECTION DOTHAN, AL 36303 �,���+WAY BN19 METAL STRUCTURE INSTALLATION SERIES 9050 HS WINDOW 13 61 *� IMPACT HVHZ ` FLANGE INSTALLATION DETAILS y�0• TAT OF DRAWN: awc No. REV �i��•� F1Q1{Sfl4 ��'\��� sRcALE oa1E 08$aa5s6 NTS 05/04/202D 6 OF 17 L.ROBERTO LOMAS PE. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE NC 27023 FL NO.: 62514 a34-6B8-D609 dlomas@lrlomespe.mm 2" MIN REv DESCRIPTION NAFE AD EDGE DISTANCE 1 1/0. MIN. REVISIONS ?PROVE EMBEDMENT CONCRETE/MASONRY •° ° a ° "o BY OTHERS Ga 1 1/4" 1/4" MAX. a a. a SHIM SPACE EMBEDMENT ° APPROVED ° 2" SEALANT I MIN. BEHIND FLANGE EDGE v ❑ 1 l= MAX. DISTANCE ❑� SHIM M SPACE v 0 INTERIOR 3/15" TAPCON 3/1B" TAPCON o v ❑�Q v �❑INTERIOR BY OTHERS CONCRETE/MASONRY a EXTERIOR EXTERIOR APPROVED SEALANT BEHIND FLANGE 3/16" TAPCON SILL TO BE SET JAMB INSTALLATION DETAIL IN A RED OF CONCRETEMASONRYINSTALLATION APPROVED SEALANT a APPROVED SEALANT 1/4" MAX. NOTES: BEHIND FLANGE aq �❑ SHIM SPACE 1 IN NCLARITY. ERIORADEXTERIORFINISHES,BYOTHERS, MASONRY 2. PERIMETER AND JOINT SEA LANT6Y0THERSTODE CONCRETE / DESIGNED IN ACCORDANCE WITH ASTM E2112 BY OTHERS j 3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY AND MUST BE DONE PER FMA/AAMAIWOMA 1 1/4 STANDARDS. a 4• MIN SIGNED:0512812020 a q EMBEDMENT • a SHWkNCO ARCHITECTURAL PRODUCTS, LLC `+++1t�l�llt�f, /ii 171 JET SERVICES WAX ���\\5 Lb�f,X 1/2" MIN DOTHAN, AL 36303 •%OFIV,?'-'�tp�� EDGE DISTANCE VERTICAL CROSS SECTION SERIES 9050 HS WINDOW CONCRETEIMASONRYfNSTALLATION IMPACT HVHZ l �T��. FLANGE INSTALLATION DETAILS DRAWN: Dwc No. REv i�fis CQR+LI•��`�� R�E NTS oarE 05/04/2020 8 saEE576 OF 17 /XY//II01xl L.ROBERTO LOMAS P.E Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,N027023 FL No.: 62514 a3a-688-0Bp9 dlomas@Irlomaspe,rom REVISIONS REV OESCRIPT{ON PATE APPROVE6 _ 1/2" MIN. WOOD FRAMING EDGE DISTANCE OR 2X BUCK 1 1/4" MIN, 1/4" MAX. BY OTHERS EMBEDMENT SHIM SPACE APPROVED 1 1/4" MIN. SEALANT EMBEDMENT 1/2 MIN. N. BEHIND FLANGE EDGE DISTANCE �QQ❑� 1/4" MAX. ❑❑ SHIM SPACE 4(� #10 WOOD SCREW #10 WOOD SCREW INTERIOR Q INSTALLATION CLIP INSTALLATION CLIP ❑bQ INTERIOR WOOD FRAMING J � OR 2X BUCK BY OTHERS EXTERIOR EXTERIOR APPROVED SEALANT BEHIND FLANGE SILL TO BE SET IN A BED OF JAMB INSTALLATION DETAIL APPROVED SEALANT WOOO FRAMING OR2XBUCKINSTALLATION #1D WOOD SCREW APPROVED INSTALLATION CLIP SEALANT NOTES: BEHIND FLANGE ���QQQ SHIM SPACE 1 NOTSHOWNFFORCLARITYJNTERIORAND EXTERIOR 1NlShlES,BYOTNERS, WOOD FRAMING 2. PERIMETERANDJOINT SEALANT BYOT14ERSTOBE DESIGNED fN ACCORDANCE WITHASTM E2112 OR 2X BUCK 1 1/4" MIN 3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY BY OTHERS EMBEDMENT AND MUST BE DONE PERFMA/AAMA/WDMA STANDARDS. SIGNED:0512812020 EDGEolsrArcE SHWINCO ARCHI71 TECTURAL ERRAsPRODUCTS, LLC �\\\\\ \R4I� rp ��% WAY VERTICAL CROSS SECTION DOTHAN, AL 36303 1w•�\GEN� 9�i+�r WOOD FRAMING OR 2X BUCK INSTALLATION SERIES 9050 HS WINDOW =*• 0 IMPACT ION pro+ � CLIP [NSTALLATION DETAILS �-yp, TAT OF DRAW R. SCALE NTS DATE 05/04/2020 e so E�86 OF 17 L.ROBERTO LOMAS P.S. Luis R. Lomas P.E. 1432 WOOOFORO RD LEWISVILLE,NO 27023 FL No.: 62514 434-688-0509 r!lomas@lrlomaspe.cam REV151oN5 REv DESCRIPTION DATE APPftOVE� 1/2" MIN. METAL EDGE DISTANCE STRUCTURE ��� 1/4" MAX. BY OTHERS T SHIM SPACE APPROVED SEALANT I 1/2 MIN, BEHIND FLANGE EDGE DISTANCE ❑❑ ❑❑❑0 1/4" MAX. E[L.J�I SHIM SPACE Q��� #10 EMS OR Q10 SMS OR SELF DRILLING © INTERIOR SELF DRILLING SCREW SCREW INSTALLAT€ON CLIP INSTALLATION CUP j `�❑ METAL LJ INTERIOR STRUCTURE BY OTHERS EXTERIOR EXTERIOR APPROVED SILL TO BE SET SEALANT IN A BED OF BEHIND FLANGE APPROVED SEALANT JAMB INSTALLATION DETAIL 10 EMS OR META.STRUCTURE INSTALLATION SELF" DRILLING SCREW APPROVED ❑❑ INSTALLATION CLIP SEALANT Q NOTES: BEHIND FLANGE 1/4" MAX. 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, � �❑❑❑ SHIM SPACE NOT SHOWN FOR CLARITY. "" 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE METAL STRUCTURE DESIGNED IN ACCORDANCE WITH ASTM E2!12 3. WATER PROOFING 1S INSTALLER'S RESPONSIBILITY BY OTHERS AND MUST BE DONE PER FMA/AAMAIWOMA STANDARDS, SIGNED:0512812020 1/2" MIN EDGE DISTANCE SNWlNCO A1RCJETCsERRAESPRODUCTS, LLC ` Rllfi� 9r/'/ AY VERTICAL CROSS SECTION DOTHAN, AL 36303 �,,•4\GEN& .s METAL STRUCTURE INSTALLATION " SERIES 9050 HE WINDOW —*• 0 S1 IMPACT HVHZ o� �� CLIP INSTALLATION DETAILS ---y, TAT OF cum i0. ,kip DRAWN; Dw0 No. REv �is;�ZOR10 SCALE NTS OATS O5/04/20208 SHEErg6 OF 17 '� 110NALt�a\\�� L 809ER7O LOMAS P.E. Luis R. Lomas P.E. 1 492 WOODFORD RD LEWISVILLE,NO 27023 a9a-ssa-oaos dlamas@I omaape.cam FL No.: 62514 R EVISIUMS 2" MIN. REV oE5CR]P'f10N GATE APPROVED EDGE DISTANCE 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY , d BY OTHERS { • 1 MIN. 2" 1/4" MAX. EMBEDMENT MIN. SHIM SPACE APPROVED EDGE BEHIND SEALANT FLANGE DISTANCE ❑❑ O❑❑❑ 1/4" MAX. Q� � SHIM SPACE 3/16" TAPCON 3/16., TAPCON . v 0 INTERIOR INSTALLATION CLIP INSTALLATION CLIP - v v v CONCRETE/MASONRY !lIJJJ INTERIOR BY OTHERS EXTERIOR EXTERIOR APPROVED SEALANT BEHIND FLANGE SILL TO BE SET IN A BED OF JAMB INSTALLATION DETAIL APPROVED SEALANT WOOD FRAMING OR2X SUCK INSTALLATION 3/16" TAPCON Ll INSTALLATION CLIP APPROVEDFF� In NOTES: SEALANT a 1/4" MAX. 1. INTERIOR ANO EXTERIOR FINISHES.BY OTHERS, BEHIND FLANGE ❑❑❑ SHIM SPACE NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 CONCRETE/MASONRY 3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY BY OTHERS AND MUST BE DONE PERFMA/AAMA/WDMA 1 1/4" STANDARDS. MIN °° a6 EMBEDMENT SIGNED:0512812020 d SHWINCO ARCHITECTURAL PRODUCTS, LLC 171 JET SERVICES WAY -.�/�Y/i 2" MIN DOTHAN, AL 35303 r In, EDGE EDGE DISTANCE SERIES 9050 HS WINDOW VERTICAL CROSS SECTION — *• �Sq WOOD FRAMING OR 2X BUCK INSTALLATION I M PACT ION ��-t,S�TAT O F CLIP INSTALLAFHV DETAILS orsnwN: awc No, REv SCALE onTE 08 SO E556 — � 1 \\�\ NTS 05/04/2020 1D OF 17 L.ROSERTO LOMAS P.E. Luis R. Lcmas P.E. 1 q82 WOODFORD RD LEWISVILLE,NO 27023 P L N O.: 6251 4 434.608-0609 olows@160mssps.cGm REVISIONS k Ev AESCR-11- QATE APPROVE 1/2" MIN, WOOD FRAMING EDGE DISTANCE OR 2X BUCK 1 1/4" MIN. 1/4" MAX. BY OTHERS EMBEDMENT SHIM SPACE BACKER ROD 1 1/4" MIN. & APPROVED EMBEDMENT SEALANT 1/2„ ❑❑ C� ❑cam /4„ MAX. MIN. SHIM SPACE EDGE DISTANCE O f INTERIOR O #10 WOOD SCREW #10 WOOD ❑�� u SCREW III����❑ ..._ WOOD FRAMING INTERIOR OR 2X BUCK BY OTHERS EXTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT #10 WOOD SCREW SILL TO BE SE7 JAMB INSTALLATION DETAIL IN A BED OF WOOD FRAMING OR 2X BUCK INSTALLATfON APPROVED SEALANT BACKER ROD NOT SHOWN FOR CLARITY. 1/4" MAX. & APPROVED NOTES: SEALANT SHIM SPACE 1. INTERIOR AND EXTERIOR FfN)SHES,BYOTHERS, � [I� 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE WOOD FRAMING DESIGNED IN ACCORDANCE WITH ASTME2fi2 OR 2X BUCK 1 1/4" MIN 3. WATERPROOFING ISIN5TALLER'SRESPONSIBILlTY BY OTHERS EMBEDMENT AND MUST BE DONE PERFMA/AAMA/WDMA STANDARDS. SIGNED:0512812020 1/2" MIN EDGE DISTANCE SHMNCO ARCHITECTURALPRODUCTS, LLC SERVICES171 JET \```�\5 �'l���r VERTICAL CROSS SECTION DorHAN. AL se3o3 r,,•�\GEM&'�s WOOD FRAMING OR 2X BUCH INSTALLATION SERIES 9050 HS WINDOW = 0y6�51 IMPACT HVHZ (fir of BOX INSTALLATION DETAILS Tar I .y;o, oRAwN, owc No. REV %a'fiLORO"' ALE NTS DATE 05/04/20208 sOEE 11 OF 17 L.ROSERTO LOMAS P.E. LUIS R. Lomas P.E. 1 432 WOODFORD RO LEMSVILLE.NO 27023 FL NO.: 62514 484-688-0609 llamas@Irlamaspe.cam REVISONS REV PESGRIPTtON ngiE APPROVED 1/2" MIN, METAL EDGE DISTANCE STRUCTURE 1/4" MAX. BY OTHERS SHIM SPACE BACKER ROD & APPROVED { T- SEALANT 1/2" MIN. ❑❑ © /4" MAX. EDGE QQC � SHIM SPACE DISTANCE 0 INTERIOR #1D SMS OR SELF DRILLING ❑�� SCREW #10 SMS OR SELF DRILLING SCREW METAL INTERIOR STRUCTURE BY OTHERS EXTERIOR EXTERIOR #10 SMS OR BACKER ROD SELF DRILLING & APPROVED SCREW SEALANT SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF METAL STRUCTURE INSTALLATION APPROVED SEALANT BACKER ROD & APPROVED I� 1/4" MAX. NOTES: SEALANT SHIM SPACE 1. INT6RIOR AND EXTERfORFINISHES,BYOTHERS, El NOT SHOWN FOR CLARITY. METAL 2. PERIMETER AND JOINT SEALANT BY OTHERS TO SE STR 1CTUE DESIGVI=DINACCORDANCEWITHASTME2112 3. WATER PROOFING 1S INSTALLER'S RESPONS181LITY BY OTHERSE AND MUST BE DONE PER FMVAAMA/WDMA STANDARDS. SIGNED:0512812020 1/2" MIN EDGE DISTANCE SHWINCO ARCHITECTURAL PRODUCTS, LLC \%\5���a111lllrr�� 171 JET SERVICES WAY VERTICAL CROSS SECTION DOTHAN. AL 36303 �-�.; •4\G EN METAL STRUCTURE INSTALLATION SERIES 9050 HS WINDOW k: j�py6�57 k u IMPACT HVHZ =cII BOX INSTALLATION DETAILS �;U , TAT OF tU DRAWN: DWG NO REv �i's'•:�CQ l�P•�� RE 8 NTS oaTE 05/04/2020 so-ET OF 17 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No 62514 434-838-0609 rflomasCa lrlomaspe.crom REVIS-ONS 2' MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY °a 4 BY OTHERS 4e a as n 1 MIN. 6v SHIM SPACE EMBEDMENT BACKER ROD 1 C MIN. & APPROVED —`. t EDGE ` >a SEALANT DISTANCE �❑ ❑cam 1/4., MAX. p��o SHIM SPACE � v INTERIOR Q 3/16" TAPCON LJ 3/16" TAPCON o v ❑bQ CONCRETE/MASONRY ° �❑ INTEftfOR BY OTHERS o. o EXTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT (� 3/16" TAPCON IIJI SILL TO BE SET JAMB INSTALLATION DETAIL _ IN A BED OF CONCRETEIMASONRYINSTALLATION ILI APPROVED SEALANT BACKER ROD & APPROVED l/4" MAX. NOTES: SEALANT �---_F ❑❑ SHIM SPACE r INTERIOR SHOWN AND EXTERIOR INISHES,BY OTHERS, FOR CLARITY. MASONRY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE CONCRETE / DESIGNED 1N ACCORDANCE WITH ASTM E21 T2 BY OTHERS 3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY ° - AND MUST BE DONE PER FMAIAAMAIWDMA e - 1 1/4" STANDARDS. MIN EMBEDMENT SIGNED:0512812020 SHWINCO ARCHITECTURAL PRODUCTS, LLC \`�»Slllil1l77jr 171 JET SERVICES war �2�" M DOTHAN, AL 36303 Lp EDGE DISTANCE SERIES 4D50 HIS WINDOW *• py&�59 VERTICAL CROSS SECTION — ( * CONCRETEIMASONRYINSTALLATION IMPACT HVHZ BOX �� = INSTALLATION DETAILS TAT OF DRAWN: DWG N0. REV /� CDRIOP• SCALE -03556 NTS DnTE 05/04/2020 8 sQEEr13 OF 17 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. l432 WOODFORD RD LEWISVILLE,NO 27023 a3a-689-0609 dlomas@Irlomespe.com FL No.: 62514 REvi510:'+5 APPROVED REV DESCRIPTION GAT£ APPROVED SEALANT BEHIND FIN 2" MIN. EMBEDMENT WOOD ROOFING NAIL FRAMING BY OTHERS 1/4" MAX. SHIM SPACE 1/4" MAX 7/16" MIN SHIM SPACE EDGE DISTANCE C==��❑❑❑�� �❑ W000 FRAMING BY OTHERS ROOFING NAIL Q 2" ° O INTERIOR MEN. EMBEDMENT E ❑bQ EXTERIOR INTERIOR APPROVED ��❑ SEALANT BEHIND FIN EXTERIOR 7/6" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL I) WOOD FRAMING OR 2X BUCK INSTALLATION a � ❑❑ 1/4" MAX �❑❑❑�� SHIM SPACE 1, INTERIOR AND EXTERfORFINISHES,BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 7/1 5" MIN DESIGNED IN ACCORDANCE WITH ASTM E2712 EDGE DISTANCE 3. WATERPROOFING IS INSTALLER'S RESPONSIBILITY WOOD AND MUST BE DONE PER FMA/AAMAIWDMA ROOFING NAIL FRAMING STANDARDS. 2" MIN. BY OTHERS SIGNED:0512812020 APPROVED EMBEDMENT SHWINCO ARCHITECTURAL PRODUCTS, LLC \�\�S�IIIIII//" SEALANTBEHIND FIN VERTICAL CROSS SECTION 171 JET SERVICES WAY `��,\ WOOD FAAMINGOR2X BUCK INSTALLATION DOTHAN, AL 36303 ••*\GENS (P"`� SERIES 9050 HS WINDOW =*• 0 BY IMPACT HVHZo� p{ = FIN INSTALLATION DETAILS 0� DRAWN: GWG NO. REV i��s F�QRI�A�\ �� -03556 RA 8 E NTS DATE 05/04/2020 IS111IT14 OF 17 L.ROBERTO LOMAS P.E. P.E. P f432 WOODFORD RD LEWI5VILLE,N LG15 R. LOII"id5 G27023 FL No as 434-6BB-Obf19 Nlomas[�lrfomaspe.com REVISIONS APPROVED Rev oEscala7oN onr� n��ftovea SEALANT BEHIND FEN 1 1/4" MIN. EMBEDMENT W000 #8 WOOD SCREW FRAMING BY OTHERS 1/4" MAX. SHIM SPACE _ 1/4" MAX 7/15" MIN J— SHIM SPACE EDGE DISTANCE �❑ WOOD FRAMING BY OTHERS #B WOOD SCREW �O�o Cl INTERIOR IN.MIN. ILJi EMBEDMENT 1— �❑uQ EXTERIOR INTERIOR APPROVED ❑ SEALANT LLLIII BEHIND FIN EXTERIOR 7/16" MIN EDGE DISTANCE n JAMB INSTALLATION DETAIL LJ WOOD FRAMING OR 2X BUCK INSTALLATION a � �''-r 1/4" MAX ��q❑�� SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. �! 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 7/1 6" MIN T DESIGNED IN ACCORDANCE WITH ASTA4 E2112 EDGE DISTANCE 3. WATERPROOFING IS INSTALLERS RESPONSIBILITY #B WOOD SCREW FRAMWOOING STANDARDS.AND MUST EDONEAERFMNAAMA/WDMA 1 1/4" MIN, BY OTHERS SIGNED:0512812020 APPROVED EMBEDMENT SHWINCO ARCHITECTURAL PRODUCTS, LLC �111rrrr1/ SEALANT \�\ 7j7 BEHIND FIN VERTICAL CROSS SECTION 171 JET SERVICES AL WAY ��\� �G BN O������ WOOD FRAMING OR 2X BUCK INSTALLATION `'+ y� 'A,p-- SERIES 9050 HS WINDOW IMPACT o�(Alc �` FIN INSTALLATIONON DETAILS �;a, TAT QF 0 DRAWN: owc No. Rev R. —03556 SCALE 8E NTS DATE 05/04/2020 I 16E15 OF 17 L.ROBERTOLOMASP,E. Luis R. Lomas P.E. 7432 WOODFORD RD LEWISOLLE,NC27023 FL No.: 82514 434-08-0609 rllamas@f�lomaspe.cnm REVISIONS APPROVED REV DESCRIPTION PATE APPROVED SEALANT BEHIND FIN METAL #B SMS OR STRUCTURE SELF DRILLING BY OTHERS SCREW 1/4" MAX. SHIM SPACE 1/4" MAX 7/16" MIN SHIM SPACE EDGE DISTANCE [�]�f�]Q � - METAL STRUCTURE BY OTHERS #8 SMS OR 0 SELF DRILLING SCREW INTERIOR ❑bI� EXTERIOR INTERIOR APPROVED SEALANT LLL111 BEHIND FIN EXTERIOR 7/16" MIN EDGE DISTANCE JAMB INSTAL LA DETAIL METAL STRUCTURE INSTALLATION a � Q I(JI u ]/4" MAX Daq�DI �� SHIM SPACE NO 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND J01NT SEALANT BY OTHERS TO BE 7/16" MIN DESIGNED IN ACCORDANCE WITH ASTM E2112 EDGE DISTANCE 3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY METAL AND MUST BE DONE PER FMNAAMA/WDMA 8 SMS OR STRUCTURE STANDARDS. SELF DRILLING SCREW BY OTHERS SIGNED:0512812020 APPROVED NT SHWINCO ARCHITECTURAL PRODUCTS, LLC BEM€ND FIN VERTICAL CROSS SECTION 171 JET SERVICES WAY -�\\\ METAL STRUCTURE INSTALLATION DOTHAN, AL 36303 ��•�\C N,?'. '! SERkES 905D HIS WINDOW �iC• 51 � IMPACT HVHZ Erg FIN INSTALLATION DETAILS "yo, TAT OF �4 DRAWN: DWG N0. REV iO•t`•�A. 1.OP••1C� R.L. 08-03556 - �iS/• C��\� SCALE NTS DATE 05/04/2020 SHEET 16 OF 17 �� gNAL;rF,V\\ L.R08ER70 LAMAS P.E. LU15 R. Lamas P.E. 1432WOODFORDRDLEWISUILLE,IJC27023 FL Na.: 62514 434-636-0600 dlomes�a lrlomespa.rom 41 3 7/8" 3 7/8" REVISioRS REV DESCRIPTION PATE All- 2 5/16" �(I� 1 3/4" 2 3/15" 3 11/16 FFOl1=13�� 1 3/4„ 2 5/16" 3 1/36" ❑❑ I ° �Q❑❑❑ � 2 1/4" 2 1/2" '/8„ 1 75/t6" a 2 11/16"— �--i FIN FRAME(VM-2363) FLANGE FRAME(VM-2363) FIXED MEETING RAIL(VM 2359} LIFT STILE(VM-2361) SASH HEAD(VM-2358} LOCK STILE"(VM-2360) PVG PVC PVC PVG PVC PVO 7/8„ 11/36„ 1/2" � 1 1/4" T- 3/4" 1„ 1 7/16" LDS 1/2" L MEETING RAIL REINFORCEMENT mm TRACK(VM-2372) BEAD(VM-2365) STILE REINFORCEMENT(T-11211) SASH REINFORCEMENT(T-11222) 3/4"SILL RISER PVC PVC ALUMINUM ALUMINUM T 11333 ALUMINUM 1„ ALUMINUM 1' 1' 1/5" ANN — 1/8" ANN 0.090" PVB BY EASTMAN 0.090" PUB BY EASTMAN L 3/16" ANN -- 1/8" ANN 3/15" TEMP — 1/8" ANN 3/16" �-INSTALLATION CLIP A 7/76 DURASEAL DURASEAL GALVANIZED STEEL BY QUANEX BY QUANEX DOW 995 DOW 995 3/4" BITE 3/4' BITE -si SIGNED:0512812020 2"SILL RISER GLAZING GLAZING SHWINCO ARCHITECTURAL PRODUCTS, LLC ��11�11r11�/ ALUMINUM 171 JET SERVICES WAY ��� LO �'i�� DOTHAN, AL 36303 `�Y� �GENg SERIES 9050 HS WINDOW sir• O 51 *� IMPACT HVHZ �= COMPONENTS n• TAT OF DRAWN', owc No. Rer %�'tFS sALF pare Da s�f� NTS 05/04/2020 17 OF 17 L.ROBERTO LOMAS P.E. P.E. Lomas 7432 WOODFORD RD LEWJSVILLE.N027023 LUIS R.FL NO L as 434-588.0609 rllomas@frlomaspe�com