The URL can be used to link to this page

Home My WebLink AboutProduct Approval (4) d Florida Building Code Online wl_ Q Y 84 QI1T j BCIS Home I Log In I User Registration I HotPi�ic�ly bmit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map I Links I Search Florida N Product ApprovalNOV 1 2021 ` $ i USER:Public User O St.Lucie County a%��s�"•� Permitting Product Approval Menu Application Detail ile copy FL FL16477-R6 Application Type Revision ®® L11ED Code Version 2020 RE FOR Application Status Approved CODE COMPLIANCE *Approved by DBPR.Approvals If LE't s a I e d6 paA tlfigd by the POC and/or the Comm f e rr ��°° 6/�l�J/ Y Comments i�bocc n `C �( Archived 13 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 1O1/I.S.2/A440 2011 ASTM E1886 2013 ASTM E1996 2014 TAS 201 1994 TAS 202 1994 TAS 203 1994 bups:iiwww.floridabuilding.or -pc-pr_aPp_dtl.aspx?param=%GEI•'%QwiDgvNaHllDw_4A}°bSwC%2biIhiATg4Qf1A-XGTnLIBrY*%2feDRU611JxQ9.3d%3d[911i?2021 3:00:59 PAi] Florida Building Code Online Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/22/2021 Date Validated 07/26/2021 Date Pending FBC Approval Date Approved 07/27/2021 FL# Model, Number or Name- Description 16477.1 1. Series 9050 OX Impact Rated Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16477 R6 C CAC NI009499,02-R3.pdf A Approved for use outside HVHZ:Yes FL16477 R6 C CAC NI009499.03-R3.pdf Impact Resistant:Yes FL16477 R6 C CAC N1009499-R4.pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other:9050 OX 76x74 DP55, 54x60 DP70, 72x48 DPI20 FOR 04/30/2024 DESIGN PRESSURE RATINGS REFER TO APPROVAL DRAWING. Installation Instructions GLASS INTERLAYER COMPLIES WITH THE REQUIREMENTS OF FL16477 R6 II 08-03556.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 R6 AE 514637.[)df Created by Independent Third Party: Yes 16477.2 2. SERIES,9050 XOX SERIES.9050 VINYL SLIDING WINDOW XOXIMPACT Limits of Use' er A.ificabon Agency Certificate A0 e, m HVHZ:Yes.:.,proved for use i FL16477-R6 C CAC NI012101.01 R5.ijclf Approved for'use,outside HVHZ:�Yes FL16477"R6 C CAC:NI012101.02-R2j)df Irn,Pact Resistant:,Yes." FL16477 R6 C CAC 11"N I I012101-R4-,Ddf Design.g'.n,Pressu re:-N/A, .Quality Assurance,Contract Expir iion Date 0 their: 9050 XOX'1'12x64_DP50, DP�9 I 5/-1 30, DP130,�FO R 06/3()/,2024 DESIGN`PRESSURE.RATINGS REFER.TO APPROVAL.DRAWING. Installation Instruct!ons. GLASS INTERLAYER COMPLIES WITHTHE REQU11REMENTS:OF FL16477 R6 11 08- 3158,pdf THE FLORIDA-BUILDING CODE ACCORDING TO MIAMI-DADE Vdrjfied,By: Luis Rob6rto Lomas 62514" FOR�EASTMAN INTERLAYERS. FRAME,MATERIACT6BE'RIGID Created by IndeDend6nt Thhird Party:`Yes PVC,FROM VISION AAMA CERTIFIED�(YEX-1). Evakiation Reports FL16477 R6 A5 513240A.Ijdf Created by Independent Third Party"'.Yes 16477.3 3. SERIES 9050 XOX SERIES 9050 VINYL HORIZONTAL SLIDING WINDOW XOX IMPACT Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL16477 R6 C CAC N1015222.i)df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/28/2025 Design Pressure. +60/-60 Installation Instructions Other: GLASS INTERLAYER COMPLIES WITH THE FL16477 R6 II 08-03701.pdf REQUIREMENTS OF THE FLORIDA BUILDING CODE ACCORDING Verified By: Luis Roberto Lomas 62514 TO MIAMI-DADE FOR EASTMAN INTERLAYERS. FRAME Created by Independent Third Party: Yes MATERIAL TO BE RIGID PVC FROM VISION AAMA CERTIFIED Evaluation Reports (VEX-1). FL16477 R6 AE 514839.pdf Created by Independent Third Party: Yes 16477A 4. Security,Series Secunt Series 6050,',VihVl%Horizontal Sliding Window 74"x63" ies 60,50 Viny., y certification 7'.Horizontal_Sliding,Window on,ImpacIt, LiMits6fUse Agency Certificate Approved for use',Jn"HVHZ No,, 6 7 R6.0 CAC" Nj015279.bdf LI 4 Approved for useloutsjde HVHZ:Yes Quality AssuranceContract Expiration Date . impact Resistant No 04/30/2025 Deisign Pressure—+60/-60 Installation`Instructions. Ocher FL1 477 R6_II 08�Q .1.pdf.. 1 Verified,By: Luis Roberto Lomas 62514, litips:.!www.floi-idabuilditig.orq,,"pi,,;pi�_app dil.aspx?pit-am=wGEv-AQikiDqvXiiHliDwAA);b3wC%21)i-fliiATtl4QflX-XGTnf-lBrY%2feDRL16MxQ*..idl/.3d[9,115.,"20213:00:5911,NlI Florida Building Code Online 1"Created by Independent Third Party Yes: I Evaluation Reports i FLl'6477 R6_AE 514891,pdf Created by Independent Third Party Yes, RM, .0 Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer,Convright 2007-2013 State of Florida.:;Privacy Statement::Accessibility Statement'.:Refund Statement Under Florida law,email addresses are public records.if you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.467.1395.-"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: .= R-2M FChecl: 'r -11 Credit Carc1 - Saf�<< baps:.'.wnkiv.floridabuilding.orrJpr:pr_app_dtl.aspx?param=wGEy1Qw7Dgv\aHHDwAAyb3wC%o2brlhiATg4QflXXGTnHBrY°o2feDRtltilvlxQoo3d%3d[9,•l i?^_0_1 3:00:59 PNlj NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI009499.03-R3 - DATE: 05/20/2013 CERTIFICATION PROGRAM: Structural ; r �. COMPANY: Shwinco CODE: 1972-1 REVISION DATE: 04/03/2020 To verify that the`Notice of Product Certification"is valid,please visit www.NAMICertifi cation.corn to assure that the product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NA1\41 approved certification label must be applied to the product to claim certification status. Please review and advise NAT1vII if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION Shwinco Architectural Products,LLC Series "9050" Impact Rated 171 Jet Services Way Vinyl Horizontal Sliding Window Dothan,AL 36303 Configuration:OX Glazine: IG-Exterior-3/16" Annealed Glass% Laminate-11/8"Annealed Glass/0.090"Solutia tnterlayer/1%8"Annealed Glass Frame: W-1372nun(54"") H-1524mni(60") Panel: W-689nim(27.13") H-1435mm(56.5") SPECIFICATION PRODUCT RATING AAMA/NV, DMA/CSA 101/I.S.2/A440-11 Class CW-PG70 1372 x 1524X (54 x 60*)-HS AAMA/dVDMA/CSA 101/l.S.2/A440-05 HS-C70 1372 x 1524 (54 x 60) ASTM E1886-02/05/13a/E1996-02/05/14a Design Pressure: ±3352 Pa (70 ps£) TAS 201/202/203-94 Wind Zone 4-Missile Level D Large Missile Impact Rated Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3529-1/210-3529-1A/W-1932 Expiration Date: April 30, 2024 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804)684-5124 Fax: (804)684-5122 L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville,NC 27023 Report No.: 514637 434-688-0609 rl lonnas@vIrloniaspe.coin Manufacturer: Shwinco Architectural Products. LLC 171 Jet Services Way Dothan, AL 36303 Product Line: Series 9050 HS Window Impact HVHZ Compliance: The product mentioned above has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a).The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document:drawing number 08-03556, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: NCTL 210-3529-1A signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories, Orlando, FL TAS 201-94 Large Missile Impact Test, Level D,Wind Zone 4 TAS 202-94 Uniform Static Air Pressure,design pressure: ±55.Opsf(76"x74") ±70.Opsf(54"x60") ±120.Opsf(72"x48") water penetration: 8.25psf with standard sill 12.Opsf with V sill riser 18.Opsf with 2"sill riser TAS 203-94 Cyclic Pressure loading: ±55.Opsf(76"x74") ±70.Opsf(54"x60") ±120.Opsf(72"x48") 3. Test report No.: NCTL 210-3529-1 signed and sealed by Gerard J. Ferrara P.E. National Certified Testing Laboratories,Orlando, FL AAMA/WDMA/CSA 101/LS.2/A440-11 design pressure: ±55.Opsf(76"x74") ±70.Opsf(54"x60") ±120.Opsf(72"x48") water penetration: 8.25psf with standard sill 12.Opsf with%"sill riser 18.Opsf with 2"sill riser ASTM E1886-13 and ASTM E1996-14 ASTM El886/El996 Large Missile Impact, Level D,Wind Zone 4 Cyclic Pressure loading: ±55.Opsf(76"x74") ±70.Opsf(54"x60") ±120.Opsf(72"x48") 4. Anchor calculations, report number 514637-1, prepared,signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Design pressure: ±55.Opsf(76"x74") ±70.Opsf(54"x6O") ±120.Opsf(72"x48") • Units must be glazed per ASTM E1300-04/09,according to glazing details in approval drawing. • This product is rated to be used in the HVHZ. �Al It • This product is impact resistant and does not require impact protection in wind /1 borne debris regions. `\`� • L� - • Frame material to be rigid PVC. N Installation: Units must be installed in accordance with manufacturer's installation `�* • instructions and approval document 08-03556. • Certification of Independence: Please note that I don't have nor will acquire a7Q financial interest in any company manufacturing or distributing the product(s)for which v.�iC�`.F,' P:,• this report is being issued.Also, I don't have nor will acquire a financial interest in any /j�st�•• �� other entity involved in the approval process of the listed product(s). aAL. ��\`• 1 of 1 Luis R. Lomas, P.E. FL No.: 62514 05/28/2020 REVISIONS REV DESCRIPTION DATE APPROVED NOIFS- 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 10 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 3. 1X BUCK OVER MASONRY/CONCRETE_ IS OPTIONAL.RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 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/'L UNITS MIDST 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 41CHORS 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. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" FASTENED TO MASONRY, CONCRETE O OR 5. WHERE WOOD BUCK THICKNESS OR GREATER, BUCK SHALL BE SECURELY MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION CONCRETE OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH DETAILS. MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 19. FOR ANCHORING THROUGH FRAME INTO METAL. STRUCTURE USE 1110 SMS OR SELF 6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION THE ARCHITECT OR ENGINEER OF RECORD. DETAILS. 7. BUCKS SHALL EXTEND BEYOND UNIT FRAME INTERIOR FACE SO THAT FULL FRAME SUPPORT 20.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 BEARING SHIM. SHIM WHERE SPACE OF 1/16., OR SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 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=2,000PSI MINIMUM. OF SUSTAINING APPLICABLE LOADS. D. METAL STRUCTURE: STEEL 180A (.048") FY=33KSI/FU=52KSI OR 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. ALUMINUM 6063—T5 FU=3OKSI .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. A I^ 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NUT 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:0511712021 SHWINCO ARCHITECTURAL PRODUCTS, LLC ``\ \��P,-10171 �9�''� DOTHAN, AL 36303 `�,••'\GENS*..•J+% SERIES 9050 HS WINDOW TABLE OF CONTENTS IMPACT HVHZE � NOTES TAT OF' to SHEET NO. DESCRIPTION DRAWN: DWG Na. REV %�'nFS L 1 NOTES 0 LVAT ONS -- `--- scnLE NTS � 05/04/2020 8 'E�" 1 6 OF 17 ////9/0111A 4 EL °A 1110?\\\` 5 — 16 INSTALLATION DETAILS L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORO RO LEWISVILLE,NC 27023 FL N O.c 62514 17 COMPONENTS 434-688-0609 d clomns@ldomaspe- M REVISIONS REV DESCRIPTION DATE APPROVED IIEjJ J U HORIZONTAL CROSS SECTION FOR REFERENCE ONLY,SEE SHEETS 5-16 FOR INSTALLATION DETAILS —76" FRAME WIDTH— --- --76" FRAME WIDTH 3" MAX—I f 11 1/2" MAX O.C. —{ —3" MAX 3" MAX f— — —} 8" MAX O.C. —3" MAX 3"-�M--A—X — -- 3 MAX -- ----— — I� // /// �• /l /// NOTES: " 11 1/2 / / 1. SASH SIZE:35 1/2"X 69 3/8" MAX 8" MAX 2. D.L.0.:3313/16"X67318" O.C. O.C. 74" 74" FRAME O XFRAME HEIGHT HEIGHT O X FIN ANCHORS it^ MAY BE ROOFING NAILS �J 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:0511712021 t55.OPSF LARGE AND SMALL MISSILELEVELD,WINDZONE4SANDHVNZCT SHWINCO A171 RCHITECTURAL SERVICESPWODUCTS, LLC S�cENI� 9,�� DOTHAN, AL 36303 SERIES 9050 HS WINDOW *• 0;.6,261 IMPACT HVHZ - (eft HARDWARE SCHEDULE 76" x 74' ELEVATION TATE OF' ;�` k (2)TANDEM PLASTIC ROLLER AND HOUSING(11552)BY VISION ATACTIVE BOTTOM RAIL DitAWN: DWG NO. REV �� •��OR1��•\'�� B. (2)LOCK(A09200411)WITH KEEPER BY TRUTH HARDWARE 6 1/2"FROM EACH END OF LOCK RAIL _ �jFs•• •' G\\\ C.(2)TILT LATCH(HTL-1 33-31 ORHILH)BY DALWORTH AT TOP AND BOTTOM OF LOCK RAIL SCA'E �� 08 So3�5s6 !i�S/ONAL1E0 D.(1)SASH LOCK(9200)BYTRUTH HARDWAREATSASH MEETING RAIL NTS 05/04/2020 2 OF 17 E. ALUMINUM REINFOP.CEMENT(T-11211)BYTIFTONAT TOP AND BOTTOM RAIL L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. F. ALUMINUM REINFORCEMENT(T-1 1222)BYTIFTON AT ACTIVE MEETING&PULL RAIL 1432WOODFORDRDLEWISVILLE,NC27023 FL No.: 62514 G. ALUMINUM REINFORCEMENT(T-11333)BYTIFTON AT FIXED MEETING RAIL 434 688-0609 rlloma lrlomaspe.com REVISIONS RtV DESCRIPTION DATE APPROVED ---54" FRAME WIDTH 54" FRAME WIDTH 3„ MAX 11 1 D.0 3" MAX 3" MAX — I---} 11 1/2" 3" MAX I~ r MAX . I I MAX O.C. 3 MAX 11 1/2" MAX O.C. MAX O.C.60 �/ FRAME Q X FRAME ^ FIN ANCHORS HEIGHT ;HT MUST BE #10 SCREWS NOTES: i. SASH 523"X 53 18'X 1/2" 2. D.L.O.:23"X 53 3/8"' 3"TM�— --- 3„-MAX I J— SERIES 9050 HS WINDOW SERIES 90 S WINDOW EXTERIOR VIEW EXTERIOR - FRAME INSTALLATION FIN INSTALLATI DESIGN PRESSURE RATING IMPACT RATING +70.OPSF LARGEANDSMALL MISSILE IMPACT MISSILE LEVEL D.WIND ZONE 4,AND HVHZ SIGNED:0511712021 SHWINCO ARCHjEECsERRICEs WODUCTS, LLC \\\\J\S�R IILfo171 q�� DOTHAN, AL 36303 `�,.%C E N q'; p = SERIES 9050 HS WINDOW *• 0 61 *= IMPACT HVHZ — , HARDWARE SCHEDULE 54" X 60" ELEVATION ��OO;• STATE OF A (2)TANDEM PLASTIC ROLLER AND HOUSING(11552)BY VISION AT ACTIVE BOTTOM RAIL DRAWN: Dw0 N0. REv •;�C ORIDP' B. (2)LOCK(AD9200411)WITH KEEPER BY TRUTH HARDWARE 6 1/2"FROM EACH END OF LOCK RAIL R.L. 08-03556 — / CT(2)TILT LATCH(HTL-133-310RH/LH)BY DALWORTH ATTOP AND BOTTOM OF LOCK RAIL /// •A�- \\\\ D. (1)SASH LOCK(9200)BYTRUTH HARDWARE AT SASH MEETING RAIL SCALE NTS -TE 05/04/2020 sHEEr3 OF 17 '/III 111� E. ALUMINUM REINFORCEMENT(T-1 1211)BY TIFTON AT TOP AND BOTTOM RAIL L.ROBERTOLOMASP.E Luis R. Lomas E. F. ALUMINUM REINFORCEMENT(T-1 1222)BY TIFTON AT ACTIVE MEETING&PULL RAIL 1432wOODFORDRDLEWISVILLE,NC27023 FL No.: 62514 G. ALUMINUM REINFORCEMENT(T-11333)BY TIFTON AT FIXED MEETING RAL 434688-0609 d101-5 111dMaspe.WM REVISIONS RLV DUCRIPPON DATE APPROVED 72" FRAME WIDTH — 1 I 72" FRAME WIDTH 3" MAX �^ I— —�8" MAX O.C. f— 3" MAX 3" MAX—+ — �f�8�' MAX O.C. —{ —3" MAX 3 MAX —_--- _ 3 MAX -- — T— — 1- NOTES: 10 1/2" MAX O.C. 1. SASH SIZE:36 7/4"X 44 1/2" 48" MAX O V 48 O 2. D.L.0.:32"X413/8" FRAME OT— FRAME HEIGHT HEIGHT FIN ANCHORS T BE ,#10 SCREWS �. 3" MAX 3" MAX �— SERIES 9050 HS WINDOW SERIES 9 HS WINDOW EXTERIOR VIEW EXTERI VIEW FRAME INSTALLATION FIN INSTAL N DESIGN PRESSURE RATING I IMPACT RATING t 120.OPSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D.WIND ZONE 4,AND HVHZ SIGNED:0511712021 SHWINCO ARCHJEEC ERR cEs WODUCTS, LLC `\\\\J\5 RE�:L0 6111, 171 DOTHAN, AL 36303 1.,••��G NSF..cf+, SERIES 9050 HS WINDOW *• 0,6)261 IMPACT HVHZ a �' HARDWARE SCHEDULE 72" X 48" ELEVATION r'O • TAT OF tv` A4 (2)TANDEM PLASTIC ROLLER AND HOUSING(11652)BYMSION AT ACTIVE BOTTOM RAIL DRAWN: DWG N0. REV � ••:cCQRI�P G\�� B. (2)LOCK(AD9200411)WITH KEEPER BYTRUTH HARDWARE 6 1/2"FROM EACH END OF LOCK RAIL R.L. 08-03556 C. (2)TILT LATCH(HTL-133-310RH/LH)BY DALWORTH AT TOP AND BOTTOM OF LOCK RAIL /// I•AL`1\\\ D. (1)SASH LOCK(9200)BYTRUTH HARDWARE AT SASH MEETING RAIL "'E NTS — 05/04/2020 s"-4 OF 17 (I ` E. ALUMINUM REINFORCEMENT(T-1 1211)BY TIFTON AT TOP AND BOTTOM RAIL L.ROBERTOLOMASP.E Luis R. Lomas E. F. ALUMINUM REINFORCEMENT(T-11222)BYTIFTON AT ACTIVE MEETING&PULL RAIL 1432WDODFORD RD LEWISVILLE,NC27023 FL NO.: 62514 G. ALUMINUM REINFORCEMENT(T-11333)BYTIFTON AT FIXED MEETING RAIL 434-688-0609 rllcmasgirlomaspacom REVISIONS REV DESCRIPTION DATC APPROVED 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 BEHIND FLANGE 1 1/4" MAX. MIN. SHIM SPACE EDGDG E ❑oOG~m DISTANCE Q INTERIOR #10 WOOD SCREW #10 WOOD -- SCREW INTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR EXTERIOR APPROVED SEALANT BEHIND FLANGE 0 #10 WOOD SCREW SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED SEALANT APPROVED SEALANT 1/4" MAX. NOTES: BEHIND FLANGE 111 SHIM SPACE 1, INTERIOR AND EXTERIOR FINISHES,BY OTHERS, —��V L7❑ NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE WOOD FRAMING '�.,_ DESIGNED IN ACCORDANCE WITHASTM E2112 OR 2X BUCK \, 1 1/4" MIN ,3. WATERPROOFING IS INSTALLER'S RESPONSIBILITY BY OTHERS EMBEDMENT AND MUST BE DONE PERFMA/AAMAANDMA �- STANDARDS. SIGNED:0511712021 1/2" MIN EDGE DISTANCE SHWINCO ARCHJEEC ERRAESPRODUCTS, LLC R1410171 2i,�%� AY VERTICAL CROSS SECTION DOTHAN, AL 36303 WOOD FRAMING OR2X BUCK INSTALLATION SERIES 9050 HS WINDOW 0y6 51 *_ IMPACT HVHZ - FLANGE INSTALLATION DETAILS �TAT E OF ;oj i0 DRAWN: DwC N0. REV �iFs''ZOR10P' R.L. 08-03556 - Fl6/ONA11��\��\ SCALE NTS DATE 05/04/2020 -EET5 OF 17 II L.RORERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-666-0609 rllomasC�lAomasps_com REVISIONS REV DESCRIPTION DATE APPROVED 1/2" MIN. METAL EDGE DISTANCE STRUCTURE 1/4" MAX. BY OTHERS SHIM SPACE APPROVED - SEALANT ` BEHIND FLANGE f�U EDGE 1/4" MAX. MIN. SHIM SPACE EDGE DISTANCE INTERIOR #10 SMS OR SELF DRILLING SCREW #10 SMS OR u�JI�O SELF DRILLING 7 �J SCREW --- METAL INTERIOR 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 APPROVED SEALANT ❑❑ 1/4" MAX. NOTES: BEHIND FLANGE SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, �aq �El NOT SHOWN FOR CLARITY. METAL 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE STRUCTURE DESIGNED IN ACCORDANCE WITH ASTM E2112 3. WATER PROOFING IS INSTALLERS RESPONSIBILITY BY OTHERS AND MUST BE DONE PER FMA/AAMAIWDMA STANDARDS. SIGNED:0511712021 1/2" MIN EDGE DISTANCE SHWINCO ARCHITECTURAL PRODUCTS, LLC ��1LIIIIII�ii 171 JET SERVICES WAY ��\J\C,R1•10t19/�� VERTICAL CROSS SECTION DOTHAN, AL 36303 `v••4�GENS�•,cP�� METAL STRUCTURE INSTALLATION SERIES 9050 HS WINDOW =*• 0 IMPACT HVHZ �,fl. �` FLANGE INSTALLATION DETAILS �¢1, TAT OF DRAWN: DWG NO. REV �s:c�0R)DP SCALE OArE O8 503 56 NTS 05/04/2020 6 OF 17 L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688 0609 rllomas@lnomaspo.c m REMIONS 2" MIN. REV DESCRIPflON DATE APPROVED EDGE DISTANCE 1 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS a ,e° 1 f1� EMBEDMENT 4„ '°v 1/4" MAX. a' ~ SHIM SPACE APPROVED �I 2" SEALANT -- - ` MIN. BEHIND FLANGE EDGE .v DISTANCE ❑� �0 1/4- MAX. SHIM SPACE v' a bA th Ej INTERIOR aU1�\ 3/16" TAPCON � "'W\ v 3/16" TAPCON — <. INTERIOR CONCRETE/MASONRY BY OTHERS EXTERIOR EXTERIOR APPROVED SEALANT 3/16" TAPCON BEHIND FLANGE SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF CONCRETEiMASONRYINSTALLATION APPROVED SEALANT a APPROVED SEALANT ❑� 1/4" MAX. NOTES: BEHIND FLANGE SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT B OTHERS CONCRETE/MASONRY ----. �- DESIGNED IN ACCORDANCE WITH STME2112 BY OTHERS J - 3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY AND MUST BE DONE PER FMA/AAMAIWDMA MIN STANDARDS. n . e °a a' ° ° EMBEDMENT SIGNED:0511712021 n f SHWINCO ARCHITECTURAL PRODUCTS, LLC \�w1111111IL��, 171 JET SERVICES WAY \�`�J.S R.L. 41 1/2" MIN DOTHAN, AL 36303 �..•\,\OEIVSF•`r EDGE DISTANCE SERIES 9050 HS WINDOW FLANGE IMPACT HVHZ =*• 0-61?51 � VERTICAL CROSS SECTION _ (tic CONCRETE/MASONRYINSTALLATION _,Q INSTALLATION DETAILS OF DRAWN: DWG N0. REY %�'PFS'�CORIOP G�� SR.L.LE Dn1E 08-'033556 NTS 05/04/2020 7 OF 17 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514 434-686 0609 rllomasoirlomaspo.com REVISIONS REV DESCRIPTION [ DATE APPROVED 1/2" MIN. WOOD FRAMIN —� ~EDGE DISTANCE OR 2X BUCK \ 1 1/4" MIN. _ 4 1/4" MAX. BY OTHERS EMBEDMENT I�SHIM SPACE APPROVED — 1 1/4" MIN, I SEALANT EMBEDMENT' 1/2" MIN. BEHIND FLANGE EDGE DISTANCE I—JI-1 J ❑0 1/4 MAX. n SHIM SPACE I I f�10 WOOD 10 WOOD SCREW O INTERIOR ❑ \\\fffu INSTALLATION CLIP INSTALLATION CLIP INTERIOR WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR EXTERIOR APPROVED SEALANT BEHIND FLANGE fI SILL TO BE SET lUl IN A BED of JAMB INSTALLATION DETAIL El APPROVED SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION #ID WOOD SCREW APPROVED ❑� INSTALLATION CLIP SEALANT Q NOTES: BEHIND FLANGE _ 1/4" MAX. 1. INTERIOR AND EXTERIOR SHES,BY OTHERS, --I�gC�CI❑ SHIM SPACE NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT ' THERS TO BE WOOD FRAMING `�" DESIGNED IN ACCORDANCE WA �. .2112 OR 2X BUCK "_ 1 1/4" MIN ' 3. WATERPROOFING IS INSTFlLLER'S RESPG 81LITY BY OTHERS \ EMBEDMENT AND MUSTSE DONE PER FMA/AAMA/WDMA STANDARDS. I SIGNED:0511712021 1/2" MIN EDGE DISTANCE SHWINCO ARCHITECTURA RODUCTS, LLC 171 JET SERVICES W ��\5 R•�0t1////ice VERTICAL CROSS SECTION DOTHAN, AL 36303 �,••��GENS 9s_% WOOD FRAMING OR 2X BUCK INSTALLATION SERIES 9050 HS WINDOW =*' O 51 IMPACT HYHZ _01 .' ` CLIP INSTALLATION DETAILS �glO•� TAT OF �4i\ DRAWN: DWG NO. 0Mot R.L. 08-03556 — // AL scnLE NTS °A E 05/04/2020 s"E T8 OF 17 �ilrr 111�� L.ROBERTO LOMAS P.F_. LUIS R. Lomas E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL NO.: 62514 434 688-0609 00=01domaspacom REVISIONS REV DESCRIPTION DALE MPROVED 1/2" MIN. META f EDGE DISTANCE STRUCTURE 1/4" MAX. BY OTHERS SHIM SPACE APPROVED — SEALANT 1/2 MIN. BEHIND FLANGE _ — EDGE DISTANCE l��l—_7 ^❑0 1/4" MAX. SKIM SPACE #10 SMS OR#10 ❑ ❑ L SMS OR SELF DRILLING El S n _ SELF DRILLING SCREW ` SCREW INSTALLATION CLIP IN _LATION CLIP INTERIOR METAL ❑ STRUCTURE D BY OTHERS EXTERIOR EXTERIOR APPROVED SILL TO BE SET SEALANT IN A BED OF IN FLANGE APPROVED SEALANT JAMB INSTALLATION DETAIL #10 SMS OR METAL STRUCTURE INSTALLATION SELF DRILLING LI. SCREW APPROVED �� a INSTALLATION CLIP SEALANT NOTES: BEHIND FLANGE 1/4" MAX. L INTERIOR AND EXTERIOR SHES,BY OTHERS, ��gCJC70F SHIM SPACE NOT SHOWN FOR CLARITY. METAL 2. PERIMETER AND JOINT SEALANT ' THERS TO BE STRUCTURE L I DESIGNEDINACCOROANCEWITHAS" 1112 BY OTHERS 3. WATER PROOFING IS INSTALLER'S RESPO B1L1TY AND MUST BE DONE PER FMA/AAMA/WDMA STANDARDS. SIGNED:0511712021 1/2" MIN EDGE DISTANCE SHWINCO ARCHJEECTURAEs ,RODUCTS, LLC171 VERTICAL CROSS SECTION DOTHAN, AL 36303 • ,ENS 9is!'% METAL STRUCTURE INSTALLATION SERIES 9050 HS WINDOW IMPACT HVHZ CLIP INSTALLATION DETAILS STATE OF DRAWN: DWO 11 0. REV �O OR10.GN R.L. 08-03556 /�7�///•!•A 11V?\\\` scnLE NTS — 05/04/2020 SNEEf 9 OF 17 L.ROBERTO LOMAS P.E. LUIS R. Lomas .E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 6251 4 434-686-0609 rll0MaS0ld0ma$pG wM REVISIONS 2" MIN. REv DEscRIRnoN DATE APPROVED EDGE DISTANCE 1 1/4" MIN. EMBEDMENT CONCRETE/MASONR BY OTHERS a° 1/4" { > 1 2., > 1/4" MAX. MIN. a SHIM SPACE APPROVED a ° 4 EMBEDMENT EDGE �` SEALANT�,, — - -- —� DISTANCE BEHIND FLANGE �- �� ` - -- — IPPRD r� 1/4" MAX.SHIM SPACE �3/16" TAPCON 3/16" TAPCON HINTERIOR INSTALLATION CLIP INSTALLATION CUPD❑—INTERIOR 7 CONCRETE/MASONRY BY OTHERS EXTERIOR EXTERIOR SEALANT BEHIND FLANGE II SILL TO BE SET IIfI IN A BED OF JAMB INSTALLATION DETAIL JJ�� APPROVED SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION 0 LT=u'J /� 3/16" TAPCON APPROVED �L I INSTALLATION CLIP NOTES: SEALANT _ 1/4" MAX I OCLARITY.EXTERIORSHES,BY OTHERS, BEHIND FLANGE ��J❑❑❑ SHIM SPACE NOT SHOWN 2. PERIMETER AND JOINT SEALANT ' TO BE , .211 _ DESIGNED IN ACCORDANCE WITH AS ,. .21 i2 CONCRETE/MASONRY C _ J_ 3. WATER PROOFING IS INSTALLER'S RESPO BILITY BY OTHERS AND MUST BE DONE PER FMAIAAMAIWDMA STANDARDS. a Qe MIN EMBEDMENT SIGNED:0511712021 SHWINCO ARCHITECTURA RODUCTS, LLC \�wlLlll,rrrii�� 171 JET SERVICES W �� \5 R•L0�J9�i� 2" MIN DOTHAN, AL 36303 `v••��GENS •cP EDGE DISTANCE VERTICAL CROSS SECTION SERIES 9050 HS WINDOW =*• 051 IMPACT HVHZ '�O•• (,Nc �` WOOD FRAMING OR 2X BUCK INSTALLATION CLIP INSTALLATION DETAILS •O TAT OF �— DRAWN: -0 N0. ItEv �� •:c�ORI�P•G��'�� R.L. 08-03556 — / ••AL VN,� NTS JDAIE 05/04/2020 5N-10 OF 17 l 10\\ L.RORERTO LOMAS P.F. Luis R. Lomas E. 1432 WOODFORDRD LEWISVILLE,NC27023 FL No.: 62514 434 688-0609 rllomasolrlomaspo.com REVISIONS REV DESCRIPTION DATE APPROVED 1/2" MIN. WOOD FRAMIN 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 I SEAII�NT IL T �❑ ❑0 1/4 MAX. MIN. SHIM SPACE EDGE a DISTANCE Q R = WOOD SCREW �JI #10 WOOD SCREW LI WOOD FRAMING INTERIOR OR 2X BUCK BY OTHERS EXTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT #10 WOOD SCREW SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED SEALANT BACKER ROD & APPROVED �D 1/4" MAX. NOTES: SEALANT F--aq ❑❑ SHIM SPACE 1. INTERIOR AND EXTERIOR SHES,BY OTHERS, _ NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT THERS TO BE WOOD FRAMING DESIGNED IN ACCORDANCE WITH AS I. 2112 OR 2X BUCK 1`'�.� 1 1/4" MIN 3. WATERPROOFING IS INSTALLER'S RESPO BILITY BY OTHERS \ EMBEDMENT AND MUST BE DONE PERFMA/AAMAANDMA STANDARDS. T` SIGNED:0511712021 1/2" MIN EDGE DISTANCE SHWINCO ARCHITECTEURR' IRODUCTS, LLC171 JET `\\\�\sIR11�0 9/// VERTICAL CROSS SECTION DOTHAN, AL 36303 J v,•ti�GEAf q'. p WOOD FRAMING OR 2X BUCK INSTALLATION SERIES 9050 HS WINDOW 4. TaATy0lF--,4Q IMPACT HVHZBOX INSTALLATION DETAILS �gfO • •k, OPAwN: DWG NO. REV �i ','c�ORIQP``G��''�� SCALE DATE OS-OSS6 — ��////I�A�.1�`\��\\ NTS 05/04/2020 11 OF 17 L.ROBERTO LOMAS RE LUIS R. Lomas .E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434688-0808 rllomas[8lrlornaspa.com 41 REV DESCRIPTION REVISIONS DATE APPROVED 1/2" MIN. [7STRUCTURE A EDGE DISTANCE 1/4" MAX. RS JI SHIM SPACE BACKER ROD & APPROVED _I SEALANT _ 1/2„ L❑ �0 1/4" MAX. MIN.EDGE SHIM SPACE DISTANCE Q f � T INTERIOR 1� SMS OR SELF ILLING SCREW #10 SMS OR ❑dQ 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 n IN A BED OF METAL STRUCTURE INSTALLATION u _ p APPROVED SEALANT BACKER ROD & APPROVED I� _ 1/4" MAX. NOTES: SEALANT �aq ❑a SHIM SPACE 1. INTERIOR AND EXTERIOR SHES,BY OTHERS, NOT SHOWN FOR CLARITY. METAL 2. PERIMETER AND JOINT SEALANT THERS TO BE STRUCTURE DESIGNED INACCORDANCEWITHAS- . 2112 BY OTHERS 3. WATER PROOFING IS INSTALLER'S RESPO BILITY AND MUST BE DONE PER FMAIAAMAANDMA STANDARDS. SIGNED:0511712021 1/2° MIN EDGE DISTANCE SHWINCO ARCHITECT171 JETEURRE RODUCTS, LLC \`\\�\S VERTICAL CROSS SECTION DOTHAN, AL 36303 �,••4\6ENS�9s.G METAL STRUCTURE INSTALLATION SERIES 9050 HS WINDOW *•, 0y6p51 *_ IMPACT HVHZ BOX INSTALLATION DETAILS ��o; TAT OF tv� DRAWN: DWG N0. GNP R.L. 08-03556 - //YTT�•I•AI.�N\��\ ScALE NTS °ATE 05/04/2020 SHEET 12 OF 17 11 L.ROBERTO LOMAS P.E. Luis R. Lomas E. 1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514 434-588 0609 rIlomas@1,1.maspo.com REVISIONS 2" MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE 1 1/4" MIN. - EMBEDMENT CONCRETE/MASONRY BY OTHERS Q 1 MIN • 1/4" MAX. EMBEDMENT ~I f SHIM SPACE ' ° 4 �a BACKER ROD �\ ` 1 MIN. & APPROVED SEALANT — _._ EDGE •d DISTANCE ' �ar ❑0 1/4" MAX. SHIM SPACE 0�� INTERIOR [� 3i 6" TAPCON 3/16" TAPCON INTERIOR CONCRETE/MASONRY ° ------ BY OTHERS > EXTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT 3/16" TAPCON SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF CONCRETE/MASONRY INSTALLATION APPROVED SEALANT BACKER. ROD �LII & APPROVED 1/4" MAX. NOTES: SEALANT ❑L r SHIM SPACE 1. INTERIOR AND EXTERIOR SHES,BY OTHERS, 1 NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT ' THERS TO BE CONCRETE/MASONRY - ---_. �` DESIGNED IN ACCORDANCE WITH ASi. _2112 BY OTHERS 3. WATER PROOFING IS INSTALLER'S RESPO BILITY 1 1/4" AND MUST BE DONE PER FMA/AAMAiWDMA MIN .STANDARDS. d < a °a ° ° ° EMBEDMENT SIGNED:0511712021 ° SHWINCO ARCHITECTURA RODUCTS, LLC ��111IIiuu�� -� 171 JET SERVICES W \�\\JCS R' 0�9/,�� 2" MIN J� DOTHAN, AL 36303 EDGE DISTANCE ` •\''G E N Sc� S i� VERTICAL CROSS SECTION SERIES 9050 HIS WINDOW =ir• o,S¢51 CONCRETEIMASONRYINSTALLATION IMPACT HVHZ - (,(fir BOX INSTALLATION DETAILS STATE OF ;�\ DRAWN: DWG NO. REV •.c�ORI�Q:•\�\�� R.L. 08-03556 _ ��//// •AL�aG\\\ SCAI.' NTS DATE 05/04/2020 5HE"13 OF 17 L.ROBERTO LOMAS RE. Luis R. Lomas E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rllomaspIrlomaspo.com REVISIONS APPROVED REV DESCRII DATE APPROVED SEALANT IIND FIN 2" MIN. EMBEDMENT /// WOOD ROOFING L / FRAMING BY OTHERS — -- 1/4" MAX. SHIM SPACE 1/4" MAX 7/16° MIN � -� SHIM SPACE EDGE DISTANCE r— ❑❑❑o WOOD FRAMING u tJ BY OTHERS � ROOFING NAIL _ a711 2^ ❑ INTERIOR MIN. EMBEDMENT EXTERIOR INTERIOR APPROVED IUI SEALANT IIND FIN EXTERIOR 16" MIN EDGE . STANCE JAMB INSTALLATION DETAIL r WO RAMING OR 2X BUCK INSTALLATION ❑u 1/4" MAX I 1 Q—- F SHIM SPACE 1.NOTINTERIORAND EXTERIOR SHES,BY OTHERS, —7- NOT SHOWN FOR CLARITY. I 2. PERIMETER AND JOINT SEALANT THERS TO 8E 7/16" MIN DESIGNED N ACCORDANCE WITHAS" .2112 EDGE DISTANCE 3. WATER PROOFING 1S INSTALLER'S RESPO. BILITY WOOD AND MUST BE DONE PER FMAIAAMAANDMA ROOFING NAIL - -- ---"-"'" FRAMING STANDARDS. 2" MIN. BY OTHERS SIGNED:0511712021 APPROVED EMBEDMENTSEALANT SHWINCO ARCHITECTURA RODUCTS, LLC 111111,IIri BEHIND FIN VERTICAL CROSS SECTION 171 JET SERVICES W \\\�\r?R L. 4f WOOD FRAMING OR2X BUCK INSTALLATION DOTHAN, AL 36303 `fir•V�GEN19 (p SERIES 9050 HS WINDOW =*• 0,6�61 IMPACT HVHZ E '�. FIN INSTALLATION DETAILS ��oO;• TAT OF• �` DRAWN: 0 NO. •:cCOR1�DW REV R.L. 08-03556 SCALE NTS DATE 05/04/2020 1 SHEET 14 OF 17 /III 1111�� L.ROBERTO LOhfAS P.E. Luis R. Lomas .E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rllowsCDlrlomaspoxcirl REVISIONS APPROVED REv DESCRIPTION OAT[ APPROVED SFAIANT IND FIN 1 1/4" MIN. EMBEDMENT WOOD 8 WOOD SC FRAMING BY OTHERS 1/4" MAX. l( SHIM SPACE 1/4- MAX 7/16" MIN _ SHIM SPACE EDGE DISTANCE ❑❑❑�� ❑❑F �� WOOD FRAMING IJ BY OTHERS nn #8 WOOD SCREW 1 1 4 ED INTERIOR M N. EMBEDMENT EXTERIOR INTERIOR APPROVED J SEALANT I �❑ RIND FIN EXTERIOR 16" MIN EDGE [STANCE 1 JAMB INSTALLATION DETAIL . WO FRAMING OR 2X BUCK INSTALLATION 00 -Q ua 1/4" MAX ��❑❑❑� `SHIM SPACE 1. INTERIOR AND EXTERIOR SHES,BY OTHERS, 1 '— ---- NOT SHOWN FOR CLARITY. lllll!llUlllh ' 2. PERIMETER AND JOINT SEALANT ' THERS TO BE 7/16" MIN /// DESIGNED IN ACCORDANCE WITH AS . .2112 EDGE DISTANCE 3. WATERPROOFING 1S INSTALLER'S RESPO,^BILITY 8 WOOD SCREW —____-- WOOL) AND MUST BE DONE PER FMA/AAMA/WDMA FRAMING STANDARDS. 1 1/4" MIN. BY OTHERS SIGNED:0511712021 APPROVED EMBEDMENT SHWINCO ARCH ITECTURA RODUCTS, LLC ��1111.111//I�,� BEHIND FIN VERTICAL CROSS SECTION 171 JET SERVICES W ��J\r?R•L 04j WOODFRAMING OR 2X BUCK INSTALLATION DOTHAN, AL 36303 `v••��CENSF.•s-% SERIES 9050 HS WINDOW =* 0 251 :� IMPACT HVHZ — 4j1TATE ( k FIN INSTALLATION DETAILS �0OF DRAWN: UWO NO. REV �O ••:cCOR1aP G�t�� R.L. 08-03556 - //,7 •• SME NTS D" 05/04/2020 5"EET 15 OF 17 Allll 1j11�\ L ROBERTO LOMAS P.E. Luis R. Lomas E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434 688-060.9 dIomasp1r1cmaSp0.c0M REVISIONS APPROVED REV DESCRIPTION DA a APPRovED SEALANT TINE IN $ SMS METAL SELF DRILLING STRUCTURE Z SCREW DY OTHERS �p 1/4" MAX. SHIM SPACE 1/4" MAX 7/16" MIN _ SHIM SPACE EDGE DISTANCE �] GO� METAL -� aa� IIffLL,,JII STRUCTURE BY OTHERS p #$ SMS OR r� II SELF DRILLING LEI) INTERIOR I` U SCREW c� U ku EXTERIOR INTERIOR APPROVED J �� SEALANT IND FIN EXTERIOR 16" MIN , EDGE STANCE JAMB INSTALLATION DETAIL QFTAL STRUCTURE INSTALLATION ❑❑ 1/4" MAX SHIM SPACE 1. INTERIOR AND EXTERIOR SHES,BY OTHERS, NOT SHOWN FOR CLARITY. lllUp� 2. PERIMETER AND JOINT SEALANT ' THERS TO BE 7E DI MIN DESIGWATERPED IN ROOFING G IS INSTALLERS WITH R ' 2'B EDGE DISTANCE 3. WATER PROOFING IS INSTALLER'S RESPO.^AILITY METAL AND MUST BE DONE PER FMA/AAMAANDMA #$ SMS OR STRUCTURE STANDARDS. SELF DRILLING SCREW BY OTHERS SIGNED:0511712021 APPROVED SHWINCO ARCHITECTURA RODUCTS, LLCSEA ��tuuul� BEHIND�FIN VERTICAL CROSS SECTION 171 JET SERVICES W �'�\J\r?R•L��1/YX�i� DOTHAN, AL 36303 METAL STRUCTURE INSTALLATION `v�•�\C E N SF• SERIES 9050 HS WINDOW =*• 0 51 IMPACT HVHZ - a Its FIN INSTALLATION DETAILS O; 'STAT��` DRAWN: DWG NO. REV •..��ORM R.L. 08-03556 SCALE NTS °A 05/04/2020 '"ET 16 OF 17 I•A`1\\��\\ L.ROBERTO LOMAS P.E. Luis R. Lomas E. 1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514 434 688-0609 rlfomasCDIoomaspamn 7 - REVISIONS 3 7/8" 3 7/8- h., DESCRIPTION DATE NED nn [17 2 5/16" 2 3/16" 3 11/16 1 1/2 1 -3/4" FF_ 2 5/16" ` —��❑nn ` �.-- 2 1/ J 4" 1 15/16" 1 5/8" Fv ' JL 2 11/16" L EV FRAM E F FIXED MEETING RAIL(VM�359, LIFT STILE(VM-236>l SASH HEAD(VM LOCK STILE(VM-2360) PVC PVC PVC PVC PVC PVC 1/2- 1 1/4" 1 7/8" 1—11/16" 11/16" i— 1— 3/4" 71- 1 7/16" - 1 1 15/16"1 1/2" f TRACK(VM-2372) BEAD(VM-2365j STILE REINFORCEMENT(T11211) SASH REINFORCEMENT(T-11222) MEETING RAIL REINFORCEMENT 314"SILL RISER PVC PVC ALUMINUM ALUMINUM (T-lim ALUMINUM ALUMINUM —1 AN 0.090" PVB BY EASTMAN 0.090" PVD BY EASTMAN 3/1 1/8- ANN 3/16" TEMP — - - 1/8" ANN T_ 3/16" INSTALLATION CLIP 6" ANN— GALVANIZED STEEL 4 7/16" DURASEAL DURASEAL BY QUANEX BY QUANEX DOW 995 DOW 995 3/4" BITE /4 BITE .al SIGNED:0511712021 ER GLAZING A GLAZINGB SH INCO ARCHITECTURAL PRODUCTS, LLC ALUMINUM 171 JET SERVICES DOTHAN, AL 36303WAY E N SERIES 9050 HS WINDOW A, /1 0 51 IMPACT HVHZ COMPONENTS TAT -.OF DRAWN: D R.L. 111IG 110, R 08-03556 6L. SCALE NTS -IF 05/04/2020 1 SH-17 OF 17 L,ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WO ODFORD RD LEWISVILLE,NC 27023 FL No.: 62514 434-688-0609 rlIo=sC&1rIomaspe.com