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HomeMy WebLinkAboutAPPROVED 16477.1 IN '�tr,:.-dA.ri� - max,.... �,� . �'.:� �..��"' � r �•�e ,� .u_�yy'r ... ,%�?,^..-'��-^�.�.X..'-`::..s .�; .'`„'y�._w..: r�'<-:�.-may._. .. «r„,�..��:w,.,...- -�sa.`�a�:'F&�'.u-. �1. �=�iG.se;�� '._'.a`.>�ti� •.> x a BCIS Nome ' Lag In F User Registration Hot Topics ! Submit Surcharge I Stats Facts ', Publications "', Contact Us ', BCIS Site Map Links Search dbw- Product Approval USER:Public User r Product Aopmval Menu>Praduct or Application Search}Application List «�c�� 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# Type j Manufacturer Validated 13y Status Fi_16477- Affirmation 1 Shwinco Architectural Products, LLC National Accreditation&Management Approved R4 FL#: FL16477.1 Institute History Model:Series 9050 OX (804) 684-5124 Description:Impact Rated Vinyl Horizontal Sliding Window I €Category: Windows j E Subcategory: Horizontal Slider i *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-4B7-1824 The State of Florida is an AA/EEO employer.Caq�r'iaht 2007-2013 State of Florida.::Envacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional 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 beM, Product Approval Accepts: ua+ ® _sGh _ ME Credit Card Safe .. . ........ BCIS Home Log In ; User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search '. Product Approval =' USER;Public Vser n, Product Apurova€Menu>Product or Application Search Application Lis >Application Detail -W. - 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 compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity _',Yes I 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 09/10/2020 Summary of Products- Model,Number or Name Description 16477.1 Series 9050 OX Impact Rated Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes j FL16477 R4 C CAC NI009499.02-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 Date Other: 9050 OX 76x74 DP55,54x60 DP70, 72x48 DP120 FOR 04/30/2024 DESIGN PRESSURE RATINGS REFER TO APPROVAL DRAWING. Installation Instructions GLASS INTERLAYER COMPLIES WITH THE REQUIREMENTS OF FL16477 R4 II 08-0355&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 514637, rp�f 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 FL16477 R4 C CAC N1012101.01-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 Other: 90SO 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 j FOR EASTMAN INTERLAYERS. FRAME MATERIAL TO BE RIGID Created by Independent Third Party:Yes I PVC FROM VISION AAMA CERTIFIED(VEX-1). Evaluation Reports FL16477 R4 AE 513240A.pdf Created by Independent Third Party: Yes 13��1a tIi^.xt Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-I824 The State of Florida is an AA/EEO employer.eog i}_r4ght 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 v.-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 1,2612,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalis 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,FS.,please click here.. Product Approval Accepts: 0INIVII ® R Credit Card Safe REVISIONS REV DESCRIPTION DATE aPPR6VED 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 15. 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, 1B, FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY SUFFICIENT LENGTH ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. ANCHORED THROUGH FRAME TO SECURED WGDD BUCK IN ACCORDANCE WITH 9. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 DS SMS DR SELF MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED MINIMUM BEYOND C STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF DETAILS. THE ARCHITECT OR ENGINEER OF RECORD, 20 ALL FASTENERS TO BE CORROSION RESISTANT. 7. BUCKS SHALL EXTEND BEYOND UNIT FRAME INTERIOR FACE SO THAT FULL FRAME SUPPORT . 21.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR IS PROVIDED. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. W006: MINIMUM SPECIFIC GRAVITY OF G=0.42 GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,ODC PSI. 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C9D WITH Fm=2,DOOPSI MINIMUM. OF SUSTAINING APPLICABLE LOADS. D. METAL STRUCTURE: STEEL 16GA (.048") FY=33KS1/FU=52KSI OR 10. WIND LOAD DURATION FACTOR Cd=1.6 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:0512812020 SHWINCO ARCH�ETCsERRCEsPwgO��CTS, LLC ���\J�S IR �L1b z 171 DOTHAN, AL 36303 SERIES 9050 HS WINDOW 0�S�5� IMPACT HVHZ =�y TABLE OF CONTENTS NDTES Y�6� TAT OF SHEET NO. DESCRIPTION P DRawN: owc No. LORID,'G\N- 03 � 2 , 4 ELEVATIONS NATIONS R.L.ES SCALE NTS oa7E OS/04/2020 8— so E51 6 OF 17 ''//s�Q ��ti \\\\ 5 _ 16 INSTALLATION DETAILS L.ROBERTO 40MAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE.N027029 FL No.: 62514 17 COMPONENTS 434-586060E alo—soltiomaspe.com REYISIGNE �' `"'�©� REV OESCRIPTIDN DATE APPROVED p O �ba e HORIZONTAL CROSS SECTION FOR REFERENCE ONLY,SEE SHEETS 5-T6 FOR INSTALLATION DETAILS 76" FRAME WIDTH — — 76" FRAME WIDTH 3" MAX — 11 1/2" MAX O.C. — 3" MAX 3" MAX — 8" MAX D.C. 3" MAX 3 MAX 3 MAX NOTES., 1. SASH SIZE:35 1/2"X 69 318" MAX 8" MAX 2. D.L.0.:3313/16"X673/8" O.C. D.C. 74" 74" FRAME O �/ FRAME O �/ HEIGHT HEIGHT FIN ANCHORS MAY BE ROOFING NAILS 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 'I'S5 O�Sfi LARGEAND SMALL MlssrLErMPAcr SHWiNC4 AIRCHJEC 71 ET �RRA�SPwODUCTS, LAC t�tlla� ��'� AY MISSILE LEVEL D,WIND ZONE 4,AND HVHZ �` , E N ODTHAN, AL 36303 `�.,• �C, S 35 1/2"X 69 7/9"PANELS SHOWN,OTHER SIZES APPROVED AS LONG '* ASINDIVI,90AL PANEL AREA DOES NOTEXCEED16.96FTz SERIES 9050 HS WINDOW W*• 51 *� SEE CHARTSINSHEET3 IMPACT NVHATION �tiJ 9�4 76" x 74" ELEVATION "p , TAT HARDWARE SCHEDULE i0 [E. (2)TANDEM PLASTIC ROLLER AND HOUSING(11552)BYVISIONAT ACTIVE BOTTOM RAIL DRAWN: DWc NG. (2)TILTLATTCH(HTL-1 3-3CK 116RHILH)BYDALWORTHAT PANDBOTTOMOFLOOKRALLOCKRAIL R. DATE OB s03E556 i�i'"IMI 4l�0\`�� (1)SASH LOCK(920G)BY TRUTH HARDWARE AT SASH MEETING RAIL NTS 05/04/2020 2 OF 17 ALUMINUM REINFORCEMENT(T-1 1211)BYTIFTON AT TOP AND BOTTOM RAIL L.ROSERTOLOMASP,E. Luis R. Lomas P.E. ALUMINUM REINFORCEMENT(T11222)BYTIFfONATA.CTIVEMEETING&PULL RAL 1432WOODFORDRDLEWISOLLE,NC27023FL No.: 62514 ALUMINUM REINFORCEMENT(T-1 1333)BYTIFTON AT FIXED MEETING RAIL 434-688-0609 rllamasQlrYamaspe,c»m ftEN5lON5 REV CESCRIPTION OaYE APAROVEP 54" FRAME WIDTH 54" FRAME WIDTH 3" MAX 11 1/2" 3" MAX 3" MAX — 11 1 _ 3" MAX MAX O.C. MAX O.C.o.e 3"_MAX FMAXB"Q,C. MAX 11 1/2" / / MAX O.C. 60" T— �( 60„ 1 u FRAME L x FRAME 0 \ FIN ANCHORS HEIGHT HEIGHT MUST BE #10 SCREWS NOTES: 1.2 SASNSIZE.271318' 561/2" 2. O.L.O.:23"X 53 3/6" t 3" MAX 3" MAX { SERIES 9050 HS WINDOW SERIES 9050 HS WINDOW EXTERIOR VIEW EXTERIOR VIEW FRAME INSTALLATION FIN INSTALLATION DESIGN PRESSURE RATING IMPACTRATING +70.OPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 4,AND HVHZ 27 1/3"X 56 1/2"PANELS SHOWN.OTHER SIZES APPROVED AS LONG AS INDIVIDUAL PANEL AREA DOES NOT EXCEED 10.5f�P SIGNED:0512812020 SHWINCO ARCHI71 TECTURAL SERVICESPw�DUCTS, LLC \`�\`S�1R. L6*11. DOTHAN, AL 36303 ti V,'4\�FNS' .cP SERIES 9050 HS WINDOW Ga&g61 IMPACT HVHZ "o a HARDWARE SCHEDULE 54" X 60" ELEVATION -p� , FAT OF cu— A. (2)TANDEM PLASTIC ROLLER AND HOUSING 111552)BY VISION ATACTIVE BOTTOM RAIL DRAWN:MEACH owc No. REV �'cF• TH KEEPER BY TRUTH HARDWARE 6 1/2"FRO C. (2)TOTLAT H(HTLCK(AO920041 11)3I310RHILH)BYDALWORTHHA TOPAN BOTT MOFLOCKRaLLOCKRAII, GALE rJatE 08 503E556 D. (1)SASH LOCK(920D)BYTRUTH HARDWARE AT SASH MEETING RAIL NTS 05/D4�2D20 3 OF 17 E. ALUMINUM REINFORCEMENT(T-11211)BYTIFTONATTOP AND BOTTOM RAIL L.ROBERTOLOMASFE. Luis R. Lomas P.E. F. ALUMINUM REINFORCEMENT(T-11222)BYTIFTONATACTIVE MEETING&PULL RAIL 1432WOODFORDRDLEWISVILLE,NC27023 FL No.: 62514 G. ALUMINUM REINFORCEMENT IT-11333)BYTIFTON AT FIXED MEETING RAIL 434-693-oeog dlomas@ldomaspa.cam REVISIONS REV DESCRIPTION DATE APPR— 72" FRAME WIDTH — 72" FRAME WIDTH 3" MAX -- }� 8" MAX O.C. I 3" MAX 3" MAX -- � }�—� S" MAX O.C. — 3" MAX F130, MAX 3 MAX B"MAX O.C. i. SASHL.O, f3 'X41336 4"X441/0" 1/2" �. 2. D.L0.:32"X4i3lB" MAX v 46" O O.C. O /� 46 X FRAME FRAME HEIGHT / <= HEIGHT , FIN ANCHORS OT BE SCREWS 3„ MAX-.. 3„ MAX SERIES 9050 NS 1/6D6 SERIES 9050 NS WINDOW EXTERIOR VIEW EXTERIOR VIEW FRAME INSTALLATION FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING +12O.OPSF LARGEANDSMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 4,AND HVHZ 36 114"X 44 112"PANELS SHOWN,OTHER SIZES APPROVED AS LONG AS INDIVIDUAL PANEL AREA DOE'S NOT EXCEED i I.2F7= SIGNED:0512812020 SHWINCD ARCHJE�CS RR cEsRwODUCTS, LLC \\�,5 t�((L0/"Jf DOTHAN, AL 36303 Q,GE�Se�--'�' SERIES 9050 HS WINDOW *• D 51 IMPACT HVHZ, 72" x 48" ELEVATION HARDWARE SCHEDULE A (2)TANDEM PLASTIC ROLLER AND HOUSING(11552)BY VISION AT ACTIVE BOTTOM RAIL DRAWN: Dwc ND. REv �i� s. 0Rt0e Z. C. (2)TOTLACK TCH(HTL320041-I1333 DRHILH)YDALWORTER BY TRUTH HAT PANDWARE 6 I2"FROM EACH END OF BOTTOMOPLO KRAILLOCKRAEL BALE onTE 0850E556 D. (1)SASH LOCK(9200)BY TRUTH HARDWAREAT SASH MEETING RAIL NTS 05/04/2020 4 OF 17 E. ALUMINUM REINFORCEMENT(T-11211)BYTIFTON AT TOP AND BOTTOM RAIL L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. F. ALUMINUM REINFORCEMENT(T-11222)HYTIFTONAT ACTIVE MEETING&PULL RAIL 1432WOODFORDRDLEWISVILLE,NC27023 FL No.: 62514 G. ALUMINUM REINFORCEMENT(T-11333)BYTIFTONATMI MEETING RAIL 434-68B-BS09 dlomas[dlrlomasps.rom 1401 REVISIONS REV DESCRIPTION GATE APPROVED 1/Z" 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 BEHIND FLANGE ��Cl ❑ 1/2.. 0 1/4" MAX. MIN. ❑❑ SHIM SPACE EDGE DISTANCE [f Q © INTERIOR #10 WOOD SCREW t0 WOOD ❑�II� �J SCREW WOOD FRAMING J �❑ INTERIOR CR 2X BUCK BY OTHERS EXTERIOR EXTERIOR APPROVED SEALANT BEHIND FLANGE f�1Q WOOD SCREW SILL TC BE SET JAMB INSTALLATION DETAIL IN A BED OF WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED SEALANT a APPROVED ❑❑ 1/4" MAX. NOTES: SEALANT BEHIND FLANGE SHIM SPACE 1. INMRIOR AND EXTERIOR FINISHES,BY OTHERS, �q C�❑ NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE WCCD FRAMING DESIGNED IN ACCORDANCE WITH ASTM E2112 OR 2X BUCK 1 1/4" MIN 3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY BY OTHERS EMBEDMENT AND MUST BE DONE PERFMAIAAMA/WOMA STANDARDS. SIGNED:05/28/2020 1/2" MIN EDGE DISTANCE SHWICfCO ARCHJET s TU RRv c1 sAL PRODUCTS, LLC `\`\�`5 IF.,L10��ii��✓ AY VERTICAL CROSS SECTION DOTHAN, AL 36303EHS WOOD FRAMING OR 2X BUCK INSTALLATION r SERIES 9050 HS WINDOW —*• 0y6�5j w IMPACT HVHZ �� FLANGE INSTALLATION DETAILS y�6, TAT OF DRAWN: ows NO REv � c1tlRiCli: ���w scaleO8 503E556 NTS onrE 05/04/2020 5 OF 17 L.AOBERTO LOMAS P E. Luis R. Lomas P.E. 1432 WOODFORD RO LEWISVILLE.NC 27023 F L N o.: 62514 494-BBB-9809 dtmas[wldomaspa. m REvlslanls REV �ESCRIFTION �ATf APPR6VE� 1/2" MIN. METAL EDGE DISTANCE STRUCTURE 1/4" MAX. BY OTHERS SHIM SPACE APPROVED SEALANT { T— BEHIND FLANGE 1/2„ �❑ �0 1/4.. MAX. MIN. SHIM SPACE EDGE DISTANCE © INTERIOR #10 SM5 OR SELF DRILLING SCREW #10 SMS OR ❑bQ SELF DRILLING SCREW �❑ METAL INTERIOR STRUCTURE BY OTHERS EXTERIOR EXTERIOR #10 SMS OR APPROVED SELF DRILLING SEALANT SCREW BEHIND FLANGE SILL ro BE SET JAMB INSTALLATION DETAIL sI SI ABED OF METAL.STRUCTURE INSTALLATION APPROVED SEALANT APPROVED "1 4 MAX. SEALANT ❑❑ / NOTES: BEHIND FLANGE SHIM SPACE I. INTERIOR AND EXTER10R FINISHES,8YOTHERS. NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE METAL DESIGNED IN ACCORDANCE WITH ASTM E2112 STRUCTURE 3. WATERPROOFING ISWSTALLER'SRESPONSIBILITY BY OTHERS AND MUST BE DONE PERFMA/AAMAIWDMA STANDARDS. SIGNED:0512812020 1/2" MIN EDGE DISTANCE SHWINCQ ARCHJC ERR PRODUCTS, LLC 171 ET VERTICAL CROSS SECTION DOTHAN, AL 36303 1�.,•rNG NSA_iP METAL STRUCTURE INSTALLATION SERIES 9050 HS WINDOW IMPACT HVHZ >" FLANGE INSTALLATION DETAILS gyp, ?AT OF r�ua� DRAWN: owo No REV �i�p`rb►S FLOR104: � �� 05 s035 SCALE NTS oaf 8 — X�lij���AlA4-, \A`�� 05/04/2020 6 OF 17 L.ROBERTO LOMAS P.E. Luis R. Lamas P.E. 1432 WOODFORD RD LEWISVILLE,NC27023 FL N, as 434-66&0609 1Qma9@fW0maspe-m- IL REVISIONS 2" MIN RE DESCRfR73BN DATE APPROVED EDGE DISTANCE 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY °; - Qe ° q 1 1/4° HIM MAX. BY OTHERS - a MIN. SHIM SPACE 4 EMBEDMENT APPROVED 2„ SEALANT MIN. BEHIND FLANGE EDGE a a _ DISTANCE [7❑ ❑© /¢„ MAX. SHIM SPACE Qa� � © INTERIOR 3/16" TAPCON 3/16" TAPCON o a a ❑�Q �J CONCRETE/MASONRY o ° �❑ w7-ERlOF1 BY OTHERS EXTERIOR EXTERIOR APPROVED° SEALANT BEHIND FLANGE 3/1 s" TAPCON JAMB INSTALLATION DETAIL SILL TO BE SET CONCRETE/MASONRYINSTALLATION IN A BED OF APPROVED SEALANT a APPROVED ❑❑SEALANT 1/4" MAX. NOTES: BEHIND FLANGE -----� SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, Ell NOT SHOWN FOR CLARITY. 2. PERIMETER ANDJOfNT SEALANT BYOTHERSTOBE CONCRETE/MASONRY DESIGNED INACCORDANCE WITH ASTM E2112 BY OTHERS 3, WATER PROOFfNG IS INSTALLER'S RESPONSIBILITY - AND MUST BE DONE PER FMNAAMA/WDMA 1 1/4" STANDARDS. a° MIN EMBEDMENT SIGNED:0512812020 SHWINCO ARCHITECTURAL PRODUCTS, LLCJET 1/2" MIN 37DOTHAN,EALI 3E 303AY ti SNGEN� EDGE DISTANCE VERTICAL CROSS SECTION SERIES sasD Hs WINDOW 0=*• CONCRETEIMASONRYINSTALLATION IMPACT HVHZ •�� FLANGE INSTALLATION DETAILS TAT OF eL1� DRnwr Dwc No. 08-0555 SALE NTS 11111TE 05/04/2020 s"-76 OF 17 L. 3 08ERTO LOMAS P.E. Luis R. Lomas P.E. 1432WooOFORDRDLEwlSV1Lf.E.NC27023 FL No-: 52514 434-60-0609 rllomas@Idamaspe.wm RENSIONS RE, DESCRIPTION PATE APPROVED 1/2" MIN. WOOD FRAMING EDGE DISTANCE OR 2X BUCK 1 1/4" MIN. .. 1/4" MAX. BY OTHERS 1 1/4" MIN. EMBEDMENT DMENT SHIM SPACE APPROVED SEALANT EMBEDMENT I 1/2ti MIN. BEHIND FLANGE EDGE DIS7AN E ❑❑ ❑p❑ SHIM SPACE #10 WOOD SCREW #10 WOOD SCREW J INTERIOR J INSTALLATION CLIP INSTALLATION CLIPLJ L�❑ea WOOD FRAMING �❑ INTERIOR OR 2X BUCK BY OTHERS EXTERIOR EXTERIOR APPROVED SEALANT BEHIND FLANGE SILL TO BE SET IN A BED OF JAMB INSTALLATION DETAIL APPROVED SEALANT WOOD FRAMING OR2X BUCK INSTALLATION #1D WOOD SCREW APPROVED //�\ ILJI INSTALLATION CLIP SEALANT ❑ 1/4" MAX. 1.NOTES:INTERIOR AND EXTERIOR FINISHES,BY OTHERS, BEHIND FLANGE ----�q0❑� SHIM SPACE NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE WOOD FRAMING MES1GNEDIN ACCORDANCE WITH ASTME2112 OR 2X BUCK 1 1/4" MIN 3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY BY OTHERS EMBEDMENT AND MUST BE DONE PERFMA/AAMAIWDMA STANDARDS. SIGNED:05/28/2020 1/2" MIN SHWINCO ARCHITECTURAL PRODUCTS, LLC \�141UfIII/ EDGE DISTANCE \\\\� y, to7/// 171 JET SERVICES WAY VERTICAL CROSS SECTION DOTHAN. AL 36303 ��v•v\� N3F 9cf'�� WOOD FRAMING OR 2X BUCK INSTALLATION SERIES 9050 HS WINDOW D,& 51 *= IMPACT HVHZ { CLIP INSTALLAT TAT ION DETAILS DRAWN: owc No. Rev R.L. O8 50E 556 ALENTS onrE O5/04/2020 8 OF 17 L.ROSERYO LOMAS A.E. Luis R. Lcmas P.E. 1432 WOODFORD RD LEWIS VILLE,NC 27023 FL NO.: 62514 434-Cd"509 dlomas@1rlomaspe.rom REVISIONS REv DESCRIpFIaN DATE APPROVED 1/2" MIN. METAL EDGE DISTANCE STRUCTURE _ 1/4" MAX. BY OTHERS SHIM SPACE APPROVED SEALANT 1/2 MIN. BEHIND FLANGE EDGE DISTANCE ���❑❑❑� SHIM SPACE fy #10 SMS OR 0 �j10 SMS OR SELF DRILLING Q INTERIOR SELF DR€LLING SCREWSCREW INSTALLATION CLIPINSTALLATION CLIP ❑�1QMETAL ❑TERIOR STRUCTURE BY OTHERS EXTERIOR EXTERIOR APPROVED SILL TO BE SET SEALANT IN A BED OF BEHIND APPROVED SEALANT JAMB INSTALLATION DETAIL #10 SMS OR METAL STRUCTURE INSTALLATION I] SELF DRILLING SCREW APPROVED INSTALLATION CLIP SEALANT BEHIND FLANGE Q 1/4" MAX. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, .J l..J 1, C- q❑❑❑ SHIM SPACE NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE METAL -�- DESIGNED N ACCORDANCE WITH ASTM E2f 12 STRUCTURE 3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY BY OTHERS AND MUST 915 DONE PER FMAIAAMAIWDMA STANDARDS. SIGNED:0512812020 1/2" MIN EDGE DISTANCE SHWINCO ARCHITECTURAL PRODUCTS, LLC \ r�, 171 JET SERVICES WAY `���J\ L- 4,9//i VERTICAL CROSS SECTION DOTHAN, AL 36303 ti v \CIEN&'-,ys METAL STRUCTURE INSTALLATION SERIES 9050 HS WINDOW ��• IMPACT HVHZ - (tic CLIP INSTALLATION DETAILS y��TAT]t OF = i0iP� R Q DRAWN: D- NO. REV /�f�s TORSO. 08 S0�556 - //�S�ONA SCALE DATE NTS O5/04/2020 9 OF 17 L.ROBERTO LOMAS P.E. Lu1 s R. Lomas P.L. f432 WOODFORD ROLEWISVILLE.NO 27023 FL No.: 62514 434.83M609 tllomas@1rlomaspe.com REV-SIDN5 2 MIN. REV CESCRIPTION DATE APPROVED EDGE DISTANCE 1 1/4" MIN, EMBEDMENT CONCRETE/MASONRY , , BY OTHERS a a� �a. 1 1/4" 1/4" MAX. o MIN. 2" a ° EMBEDMENT MIN. SHIM SPACE APPROVED ° ° EDGE °• SEALANT --� DISTANCE BEHIND FLANGE tiUW ❑❑ �JC7a� 1/4" MAX. ❑a SHIM SPACE w 3/16' TAPCON 3/16" TAPCON v ❑ INTERIOR y� 4 0 INSTALLATION CLIP INSTALLATION CLIP a v �❑fNTEAfOR CONCRETE/MASONRY o BY OTHERS EXTERIOR EXTERIOR APPROVED SEALANT BEHIND FLANGE SILL TO BE SET N A BED OF JAMB INSTALLATION DETAIL APPROVED SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION 3/16" TAPCON ILI IN TALLATION CLIP APPROVED ❑ NOTES: SEALANT a❑� 1/4" MAX. 1. INTERIOR AND EXT'E'RIOR FINISHES.BYOTHERS, �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. WATERPROOFING IS INSTALLER'S RESPONSIBILITY BY OTHERS 1 1/4" AND MUST BE DONE PER FMA/AAMA/WDMA a ° • MIN STANDARDS. ° °' u SIGNED;0$/28/2020 a EMBEDMENT SHWINCO ARCHITECTURAL PRODUCTS, LLC R to 171 JET SERVICES WAY 2" MIN DOTHAN, AL 36303 `�v�•�\G Ng� EDGE DISTANCE SERIES 9050 HIS WINDOW *• 0 51 VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION IMPACT HVHZ CLIP INSTALLATION DETAILS •• ,TAT OF DRAWN, Dwc No. REv %p� gRol. SCALE E NTS DATE 08 soEer 56 05/04/2020 10 OF 17 L.ROSERTO LOMAS P.E. Luis R. Lomas P.E. 1432 W000FORDRDLEWOVILLE.NC27023 FL No.: 62514 434-683-0609 tllomas[ia lrlamaspB COm ftEvi�lONS ftEv 6ESCRkPTioN GATE 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 MIN. & APPROVED EMBEDMENT SEALANT �❑ I� El. 1/4" MAX. 1MIN. � a SHIM SPACE EDGE 0 DISTANCE � INTERIOR �] p #1D WOOD SCREW � #10 WOOD ❑ba SCREW WOOD FRAMING 1NT>RIOR OR 2X BUCK BY OTHERS EXTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT #1D WOOD SCREW JAMB INSTALLATION DETAIL SILL TO Be SET SI A BED OF WOOD FRAMING OR2X BUCK INSTALLATION APPROVED SEALANT BACKER ROD �❑ 1/4" MAX. NOTES: D& APPROVE SHIM 1.SPACE INTERIOR AND EXTERIOR FINISHES,f3YOTHERS. SEALANT ��q ❑❑ NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE WOOD FRAMING DESfGNEDINACCORDANCEWITHASTME2112 OR 2X BUCK 1 1/4" MIN 3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY BY OTHERS EMBEDMENT AND MUSTBE DONE PER PMA/AAMAMIDMA STANDARDS. SIGNED:0512812020 1/2" MIN SHWINCO ARCHITECTURAL PRODUCTS, LLC o� kIIIflu EDGE DISTANCE 171 JET SERVICES WAY ���\a\� •���99/�f VERTICAL CROSS SECTION DOTHAN, AL 36303 ,•'\G BN g ••,� WOOD FRAMING OR 2X BUCK INSTALLATION ` SERIES 9050 HS WINDOW -'*'• U 51 IMPACT HVHZ BOX INSTALLATION DETAILS � TAT��" DRAWN: DWG No. SC.4lE DATE 08 s03556 - //)&/ '"' S., X NITS 05/04/2020 11 OF 17 L.ROBERTO LOMAS P.E. Lu1 s R. Lamas P.L. f432 WOODFORD ROLEWISVILLE,NC27029 FL No.: 62514 434-838-0509 r#ama g)rloma pe.= REVGiONS REV DESCRIPTION DATE APPROVED 1/2" MIN. METAL r EDGE DISTANCE STRUCTURE — 1/4„ MAX. BY OTHERS SHIM SPACE BACKER ROD & APPROVED SEALANTio — 1/2" /4" MAx. EDGESHIM SPACE pISTANCE �#10 SMS OR SELF DRILLING ❑SCREW #10 SMS ORSELF DRILLINGSCREW METALERIOR STRUCTURE BY OTHERS EXTERIOR EXTERIOR #10 SMS OR BACKER ROD SELF DRILLING & APPROVED SCREW SEALANT SILL ro 6E SET JAMB INSTALLATION DETAIL sI SI A BED OF METAL STRUCTURE INSTALLATION APPROVED SEALANT BACKER ROD LIEEEII 1 q" MAX. & APPROVED / NOTES: SEALANT SHIM SPACE Y. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, ❑0 Y NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE METAL DESIGNED IN ACCORDANCE WITH ASTM E21 Y2 STRUCTURE 3. WATER PROOFING ISINSTALLEF'SRESPONSIBILITY BY OTHERS AND MUST BE DONE PERFMAIAAMA/WDMA STANDARDS. SIGNED:0512812020 1/2" MIN EDGE DISTANCE SHWINCO ARCHITECTURAL PRODUCTS, LLC 171 JET SERVICES WAY N��J\ VERTICAL CROSS SECTION DOTHAN, AL 35303 ��.,,•4\G�N�F-� METAL STRUCTURE INSTALLA PON SERIES 9050 HS WINDOW �*"'�0/�5Y k'r IMPACT HVHZ "A BOX INSTALLATION DETAILS TAT OF'�= DRAWN, DWG ND. REV �i!'i`fis'r1aR�g4. ��'�• SCALE os s0 esss NTS oA1E 05/04/2020 12 OF 17 L.ROEORTO LOMAS P.E Luis R. Lamas P.E. 14V WOOOFORD RD LEWISVILLE,NC27OR3 FL IN 62514 43469&R609 rllomas@Irlomaspe.azm REVISIONS REV kE50RIPTION DATE APPROVED 2" MIN. — _ 1 1/4" MIN. EDGE DISTANCE EMBEDMENT CONCRETE/MASONRY as ° , BY OTHERS °a /4 1/4"' MAX. ° a • MIN, o a SHIM SPACE EMBEDMENT 2" BACKER ROD MIN. & APPROVED { EDGE >a SEALANT DISTANCE LIDI� Q. 1/4" MAX. �0�© SHIM SPACE v Q rN71=>?loR 3/16" TAPCON 3/16" TAPCON o p ❑bQ L�J❑ CONCRETE/MASONRY INTERIOR BY OTHERS - EXTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT O 3/1 6" TAPCON JAMB INSTALLATION DETAIL SILL TO BE SET CONCRETEIMASONRYINSTALLATION IN A BED OF APPROVED SEALANT Q BACKER ROD �� 1/4" MAX. NOTES: SEALANT& APPROVED SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES,BYOTHERS, ❑❑ NOT SHOWN FOR CLARITY. 2. PERIMETERAND JOINT SEALANT BY OTHERS TO BE CONCRETE/MASONRY T DESIGNED IN ACCORDANCE WITH ASTM E2112 BY OTHERS 3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY AND MUST BE DOME PER FMAIAAMAIWOMA 1 1/4 57ANDARDS. MIN EMBEDMENT SIGNED:05/28/2020 SHWINCO ARCHITECTURAL SER PRODUCTS, LLC171 JET WAY 2" MIN DOTHAN, AL 36303 �v••���+�NS�_cS' EDGE DISTANCE SERIES 9050 HS WINDOW *• 0 5i � VERTICAL CROSS SECTION IMPACT HVHZ - r�H � CONCRETEIMASONRYINSIALLATION BOX INSTALLATION DETAILS I TM Dt- R LDRAWN: R D �wc uo, OS 50 E556 � f��!/���ONA� SCALE NTS aTE 05/04/2020 13 OF 17 L.ROBEPTO LOMAS P.E. Luis R. Lomas P.E. 14M WOODFORD RD LEWISVILLE,AfC 27023 FL No.: 52514 434-688-0605 illanes@Irlomaspecam REVISIONS APPROVED REV DESCRIPTICN DATE APPROVED SEALANT BEHIND FIN 2" Mk EMBEDMENT WOOD ROOFING NAIL. FRAMING BY OTHERS 1/4" MAX. SHIM SPACE 1/4" MAX 7/16" MIN SHIM SPACE EDGE DISTANCE F-=E=j❑❑❑ W006 FRAMING BY OTHERS ROOFING NAIL pro 2" IN7ERIOR MIN. EMBEDMENT EXTERIOR INTERIOR APPROVED �❑ SEALANT BEHIND FIN EXTERIOR 7/15" MIN u EDGE DISTANCE n JAMB INSTALLATION DETAIL u WOOD FRAMING OR 2X BUCK INSTALLATION a � 1/4" MAX LJL-I❑� � SHIM SPACE 1. NTERIORAND EXTERIOR FINISHES,BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 7/16" MIN DESIGNED IN ACCORDANCE WITHASTME2112 EDGE DISTANCE 3, WATER PROOFING IS INSTALLER'S RESPONSIBILITY WOOD AND MUST BE DONE PER FMA/AAMANW MA ROOFING NAIL FRAMING STANDARDS. 2" MIN, BY OTHERS SIGNED:0512812020 APPROVED EMBEDMENT SHWINCO ARCHITECTURAL PRODUCTS, LLC BEHINDLAFIN VERTICAL CROSS SECTIONSEANT 171 JET SERVICES WAY `���\�\�?r �.�19�i�� WOOD FRAMING OR2XBUCKfNSTALLATION DOTHAN, AL 36303 �••�\G N,g" S = SERIES 9050 HS WINDOW ;*• Py6f251 w IMPACT HVHZ FIN INSTALLATION DETAILS :p�TAT(wit DRAWN: Gwc ND. Rev i�F`.zOR1~aP' scAiE NTS JDA7E 05/04/2020 B $oEer 14 OF 17 /�j��[A" aG�\\ L ROBERTO LOMAS RE Luis R. Lomas P.E- 1432 WOODFORD RD LEWISVILLE.NC 27623 FL No.: 62514 434-688-0609 r11=asC&A mespe.axn REVISIONS APPROVED REV DESCRIPTION GATE .aPPROVEo SEALANT BEHIND FIN 1 1/4" MIN. EMBEDMENT Wppp #8 WOOD SCREW FRAMING BY OTHERS 1/4" MAX. SHIM SPACE 1/4" MAX 7/16" MIN ISHIM SPACE EDGE DESTANCE ��[' 0D0 � ILJI WOOD FRAMING BY OTHERS #8 WOOD SCREW © INTERIOR 1 1/4'. II MIN. EMBEDMENT a❑�� EXTERIOR INTERIOR APPROVED ❑ SEALANT L BEHIND FIN EXTERIOR 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL nn WOOD FRAMING OR 2X BUCK INSTALLATION L.� 1/4" MAX SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 7/16" MIN /// DESIGNED INAOCORDANCE WITH ASTME2112 EDGE DISTANCE 3. WATERPROOFING IS INSTALLER'S RESPONSIBILITY WOOD AND MUST BE DONE PER FMA/AAMA/WOMA #8 WOOD SCREW FRAMING STANDARDS. 1 1/4" MIN, BY OTHERS SIGNED:0512812020 APPROVED EMBEDMENT SHWINCO ARCHITECTURAL PRODUCTS, LLCSEALANT BEHIND FIN VERTICAL CROSS SECTION 171 JET SERVICES WAY ��.�\5 0�l���i� WOOD FRAMING OR 2X BUCK INSTALLATION DOTHAN. AL 36303 ��'�,••�NGEN,S' SERIES 9050 HS WINDOW D b1 � IMPACT HVHZ FIN INSTALLATION DETAILS = �TA'f�k +ipic�' R 4• DRAWN: owc ND. �Ev .i���d' COR10.� SCALE SCL N s TS DATE 05/04/2020 e ET 15 OF 17 l/�f �AL1 � L.ROBERTO LAMAS P.E. Luis R. Lomas P.E. 1432WOODFORDFDLEWISVILLENC27023 FL No.: 52514 434-688-0609 rAomas@frlcmaspe.crom REVISIONS APPROVED REV DESCRIPTION pAFE APPRCv{p SEALANT BEHIND FIN #5 SMS OR METAL STRUCTURE SELF DRILLING SCREW BY OTHERS 1/4" MAX. SHIM SPACE _ 1/4" MAX 7/16" MIN SHIM SPACE EDGE DISTANCE ���]❑❑[]p� METAL ❑❑ STRUCTURE BY OTHERS #g SM5 OR � SELF DRILLING SCREW INTERIOR [� LJ EXTERIOR fNTER1OR APPROVED �❑ SEALANT BEHIND FIN EXTERIOR 7/16" MIN _ EDGE DISTANCE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION ❑❑ nJJJIII 4" MAX �Oq❑❑❑t�� SHM SPACE NOTES: INTERIOR AND EXTERIOR FINISHES,BY OTHERS, --y- NOT SHOWN FOR CLARf7Y. i 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE 7/16" MIN //////''' fly DESIGNED IN ACCORDANCE WfTIiASTME2112 EDGE DISTANCE 3. WATERPROOFING IS INSTALLER'S RESPONSIBILITY METAL AND MUST BE DONE PER FMAIAAMAIWDMA N8 SMS OR STRUCTURE STANDARDS. SELF DRILLING SCREW BY OTHERS SIGNED,0512812020 ASEAGiAANT SHWINCO ARCHITECTURAL PRODUCTS, LLC `�� issstrrl/��� BEHIND FIN VERTICAL CROSS SECTION 171 JET SERVICES ES WAY ���`\�\ �E Lg METAL STRUCTURE INSTALLATION v NG N SERIES 9050 HS WINDOW -1r• 0 81 *� IMPACT HVHZ �� � FIN INSTALLATION DETAILS �O•` TAT OF• �` DRAWN: Dwc No. REV R.L. B NT5 onr� 05/04/2020 so EI 556 OF 17 L.ROBERTO LOMAS RE f43zW00i)FORDRD4EWSVILCE.n027o2 LUIS R. LOfF1PS P.E. 3 FL No 62514 434-663-0609 m0mas@IHcmzSpe.wm 41 REV DESCRIPTION REVISIONS DATE APPR�VEp 3 7/8" 2 5/16" — 1 3/4" 2 3/16" 3 11/r6" ���]]❑❑❑7 �� LS I 1 1/2„2 5/16" 2 1/4,.. I 2 1/2 1 5/8 l�— 2 11/16" — L —, �7t� / 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) PVC PVC PVC PVC PVC PVC —L[ 1/2" 1 1/4" 7/8,. 11/16" i 71/16" 3/4" 1 7 7/15" 1 3/8" 1 15/11" 1/2 TRACK(VM-2372) BEAD(VM-2365) STILE REINFORCEMENT(T-11211) SASH REINFORCEMENT(T-11222) MEETING RAIL REINFORCEMENT 3/4"SILL RISER PVC PVC ALUMINUM ALUMINUM -11333 ALUMINUM ALUMINUM 1" 1/8" ANN f/8" ANN r— 4 1/16" 0,090" PVB BY EASTMAN 0.090" PVB BY EASTMAN F3/16" ANN — 1/8" ANN 3/15" TEMP 1/8" ANN 3/16" —INSTALLATION CLIP 4 7/16" DLIRASEAL OURASEAL GALVANIZED STEEL BY QUANEX BY QUANEX LL B17E DOW 995 DOW 995 3/4" 3/4" BITE �� SIGNED:05/28/2020 2"SILL R1S�R GLAZING GLAZINGB SHWINCO ARCHITECTURAL PRODUCTS, LLC � jllIlflli,� ALUMINUM 171 JET SERV€CES WAY \\\`\� L0 ��i� DOTHAN, AL 36303 w•4�Cf Ns q�,'y SERIES 9050 HS WINDOW —fir• p 51 Yr= IMPACT � � = COMPONENTS DRAWN: owc No. R'v ©'t`F• r[QRLDP•� ��� R.L. 08 0355E — ��jSc1'� ••t��\�� SCALE NTS OAT' D5/04/2020 lHEET 17 OF 17 fIQNAL1`,k � L.ROBERTO LOMAS F.E.T432 WOODFORD RO LEWISVILLE,NO 27023 P.E. Luis R.FL N O Lomas 6 2 P 434-688-0609 dlOmaS@ldOma$oB.com