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HomeMy WebLinkAboutAPPROVED 16477.2 11-1 MINE og s -✓ _ .' FEW BCIS Home '; Log In ; User Registration Hot Topics E Submit Surcharge j Stats&Facts Publications e Contact Us BCIS Site Map Links Search d',, prb3 4roductP Approval USER:Public User Product-Aprroval Menu>Product or Application Search>Application List k%,c:m-2. Search Criteria Refine Search Code Version 2020 FL# 16477.2 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 Manufacturer i Validated By, Status FL16477- Affirmation Shwinco Architectural Products, L-LC !National Accreditation &Management Approved R4 FL#: FL16477.2 Institute i History. Model: SERIES 9050 XOX (804)684-5124 Description:SERIES 9050 VINYL SLIDING WINDOW XOX IMPACT Category:Windows I Subcategory: Horizontal Slider 3 *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:850-487-1824 The State of Florida is an AA/EEO employer,Cogloht 2007-2013 State of Florida.::Privacy 5tatement::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 1,2612,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 avaiiable to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: .. Credit Card Safe .a' is ✓' ✓ ..� ,�."'"` �.i" '-✓. x��"� ��w �`� ' ;f ��' �' e� a g X' 3"''1 1 0�i 'i` :�. �a`,v- ',T x,, =��Us�j�r"✓'� `�s.^�'"dam'.� �.�. '� �, - r� ��;�..� "�"� �'„- � ��'�� �sr -. ME BCIS Home Log In €User Registration Hot Topics Submit Surcharge { Stats&Facts Pubfications `,, Contact Us BCIS Site Map Links Search b �) ^� Product Approval t USER!Public User Prcduct Approval Menu n Product or Application Search>Application Lst>Application Detail FL# FL1.6477-R4 Application Type Affirmation Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Shwinco Architectural Products, LLC Address/Phone/Email 171 let 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/f.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 No N/A i 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 FL# 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 FL16477 R4 C CAC NID09499,02-R3.pdf ! 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 DP55r 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 08-03556,pi f THE FLORIDA BUILDING CODE ACCORDING TO MIAMI-DADE Verified By: Luis Roberto Lomas 62514 FOR EASTMAN INTERLAYERS, FRAME MATERIAL TO BE RIGI❑ 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 CFOR 2 SERIES 9050 XOX SERIES 9050 VINYL SLIDING WINDOW XOX IMPACT of Use Certification Agency Certificate ved for use in HVHZ:Yes FL16477 R4 C CAC N1012101.01-R5.pdf ved for use outside HVHZ:Yes FL16477 R4 C CAC NI012101,02-R2.Pdf ct Resistant:Yes FL16477 R4 C CAC N1012101-R4,pdf n Pressure: N/A Quality Assurance Contract Expiration Date :9050 XOX 112x64, DP50, DP95/-130, DP130 FOR 06/30/2024 N PRESSURE RATINGS REFER TO APPROVAL DRAWING. Installation Instructions INTERLAYER COMPLIES WITH THE REQUIREMENTS OF FL16477 R4 II 08-03158.pdf ORIDA BUILDING CODE ACCORDING TO MIAMI-DADE Verified By: Luis Roberto Lomas 62514 STMAN INTERLAYERS. FRAAME MATERIAL TO BE RIGID Created by Independent Third Party: YesOM VISION AAMA CERTIFIED(VEX-1). Evaluation Reports FL16477 R4 AE 513240A.pdf r-eated-t1 l5'fnident third-Parklt.:. -es - Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1B24 The State of Florida is an AA/EEO employer.Cop}frj ht 2 7-2013 State of rigrida.::Privacy Statement::Accessiblllty 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 B50.4B7.1395.*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 cmails 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: �,c1! ® Mvt6 M Credit Card Safe ftfN51DN5 Ar REV CESCRIPTIDN GATE APPROVE NOTES: 15, FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE #8 OR #10 SMS OR SELF 1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY DETAILS. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X SUCK USE #10 OR #12 RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO 3, 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1--1/2" UNITS MUST BE ANCHORED 17, FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/15" OR 1/4" TAPCONS THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE INSTRUCTIONS, ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. INSTALLATION DETAILS. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 18, FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 OR #12 SMS OR SELF FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. DETAILS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED 19. ALL FASTENERS TO BE CORROSION RESISTANT, COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF 20.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR THE ARCHITECT OR ENGINEER OF RECORD. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN 7, BUCKS SHALL EXTEND BEYOND UNIT FRAME INTERIOR FACE SO THAT FULL FRAME SUPPORT SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: IS PROVIDED. A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.45 8, FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR C, MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. GREATER OCCURS, MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". D. METAL STRUCTURE: STEEL 16GA (.054") FY=33KSI/FU=52KSI OR 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE ALUMINUM 6063—T5 FU-3DKSI .125" THICK MINIMUM OF SUSTAINING APPLICABLE LOADS. 10, WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11, FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 4 FOR GLASS DETAILS. FOR UNITS INSTALLED SOFT OR MORE ABOVE GROUND LEVEL GLAZING C AND D 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 OR 2X BUCK USE #B OR #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:0512812020 SFIWINCO AIRCHJ ECsERvlcEspw rOCCTS, LLC \\,'0 DOTHAN, AL 36303 TABLE OF CONTENTS SERIES 9050 HS WINDOW XOX ^* 0 51 IMPACT HVHZ �. F SHEET NO. DESCRIPTION NOTES ":-A', TAT OF 4u: 1 NOTES oaawN, owo No. Rev 'k`.• cCplD?+' �� .,6`,p-. cb �. 2 — 3 ELEVATIONS RRL. pnTf 08 50 158 4 CROSS SECTIONS AND GLAZING DETAILS NTS 05/07/2020 1 OF 16 5 —15 INSTALLATION DETAILS L.ROSERYOLOMASP.E. Luis R. Lomas P.E. 14S2 W6PAFOR0 R➢LEWfSOLLE,NC 27023 FL No.: 62514 15 COMPONENTS 424-688-060E rllomasipMomaspawm REV DESCRIPTION REVISIONS IIAiE APPRPVE� 112" FRAME WIDTH 112" FRAME WIDTH 3" MAX -- � 77" MAX O.C. 3" MAX 3" MAX —� � 13 1/4" MAX D.C. 3" MAX 3 MAX 3 MAX 20" MAX / 13 1/4" MAX 64" �/ �/ D.C. v FRAME X 0 X FRAME X O HEIGHT � � HEIGHT � a 3" MAX � 3„ MI AX SERIES 9050 HS WINDOW SERIES 9050 HS WINDOW EXTERIOR VIEW EXTERIOR VIEW FRAME INSTALLATION FIN INSTALLATION WITH STANDARD SILL DESIGN PRESSURE RATING IMPACT RATING +50.0PSF LARGE AND SMALL MI SS1LE 1MPAC7 MISSILE LEVEL D,WIND ZONE 4 AND HVHZ GLASS A IN OPERABLE PANEL AND GLASS B IN FIXED PANEL T 12"X 64"FRAME SHOWN.OTHER SIZESAPPROVED AS LONG AS FRAMEAREA DOES NOT EXCEED 49.8FT2 NOTES: SIGNED:0512812020 7. SASH SIZE:28 1/4"X SO 3/4" 2. SASHD.L.O.:24"XS>318" SHWINCO ARCHITECTURAL PRODUCTS, LLC `,1,141IftI1��� 3. FIXED PANEL D.L.0.:52"X591/4" 171 JET SERVICES WAY ,r � E,lk Nsgs+�'� DOTHAN. AL 36303 :, SERIES 9050 HS WINDOW XOX 51 *� IMPACT HVHZ ��k ELEVATION SOPSF ��3, TAT OF HARDWARE SCHEDULE A. (2)TANDEM PLASTIC ROLLER AND HOUSING(11552)BYVISION ATACTIVE BOTTOM RAIL R.L. L 08-03158 DRAWN; nwc No. B - (2)LOCK(AA9200411 WITH KEEPER BY TRUTH HARDWARE 6 1/2"FROM EACH END OF LOCK RAIL C. (2)TILT LATCH(HTL-133-310RHYLH)BY DALWORTH AT TOP AND BOTTOM UF;LOCK RAIL SCALE NTS -E 05/07/2020 s""72 OF 16 D. (1)SASH LOCK(9200)BY TRUTH HARDWARE AT SASH MEETING RAIL E. ALUMINUM REINFORCEMENT(T-11211)BYTIFTONATTOP AND BOTTOM RAIL L.ROBERTO LOMAS RE Luis R. Lomas P.E. F. ALUMINUM REINFORCEMENT(T-1 1222)BY TIFTON ATACTIVE MEETING RAIL r432WOODF'OADRDLEWISVILLE,NO27023 FL No.: 62514 G-ALUMINUM REINFORCEMENT(T-11333)BYTIFTONAT FIXED MEETING RAIL 434-669-0509 Pcma@lhbmaspa=m REVISIONS REY 6ESCREPTION fJATE APPROVEQ 112" FRAME WIDTH 112" FRAME WIDTH 3" MAX �}- B" MAX O.C. 3" MAX 3" MAX -- — (-- 7 1/2" MAX O.C. — 3" MAX 3 MAX 3 MAX 20" MAX O.C. 5 64" X /� FRAME AX D C FRAME 1 HEIGHT I=> HEIGHT 3 MAX � / 3" M7 AX SERIES 9050 HS WINDOW SERIES 9050 HS WINDOW EXTERIOR VIEW EXTERIOR VI1TW FRAMEINSTALLATION FIN INSTALLATION WITH I 1/6"SILL RISER WITH 2 5/8"SILL RISER DESIGN PRESSURE RATING I IMPACT RATING DESIGN PRESSURE RATING IMPACT RATING +95.01-130.OPSF LARGE AND SMALL t130.OPSF LARGEAND SMALL MISSILE IMPACT MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 4 AND HVHZ MISSILE LEVEL D,WINO ZONE 4 AND HVHZ GLASS DIN OPERAR{.E PANEL AND GLASS C IN FIXED PANEL GLASS DIN OPERABLE PANEL AND GLASS C IN FIXED PANEL 112"X 64"FRAME SHOWN,OTHER SIZES APPROVED AS LONG AS FRAME AREA DOES NOT EXCEED 49.8FT7 NOTES: SIGNED:0512812020 1. SASH 31Z'E:28 114"X 60314" 2.3. �XEDPAASH �LD.D 52'X59114" SHWINCQ ARCHIT JEE SER�V CESAL PRODUCTS, LLC �,A",)R11IlL00/'i/ AY DOTHAN, AL 36303 �.•4�GENy 6t SERIES 9050 HS WINDOW XOX *• o Sj w IMPACT HVHZ 0P =-��� z HARDWARE SCHEDULE ELEVATION 50PSF rr�6, TAT �F 4f� A,1(2)TANDEM PLASTIC ROLLER AND HOUSING(11552)BYVISION ATACTAfE BOTTOM RAIL DRAWN: pwc No. RED/ ✓ �0Rl9P'G\�\� C. (2)LOCK TILT LATCH 0(HTL,1 3I39ORH1LH)8Y DAL ORTH AT TOP AN BOTTOM OF LOCK RAILLOCK RAIL R.Ale DATE OS s0 Er 58 I�NAL1 D. (1)SASH LOCK(9200)BY TRUTH HARDWARE AT SASH MEETING RAIL NTS 05�07�2020 3 OF 1 6 E. ALUMINUM REINFORCEMENT(T-1 1211)BY TIFTON AT TOP AND BOTTOM RAIL L.ROBERTOLOMASP.E. Luis R. Lomas P.E. F. ALUMINUM REINFORCEMENT(T-11222)BYTIFTONATACTIVE MEETING RAIL 1432WOODFORDRDLEWISVH.LE0027023 FL No.: 52514 G. ALUMINUM REINFORCEMENT(T-11333)BYT€FTONAT FIXED MEETING RAIL a3a-68Bosos rllomasOalrlomaspe,com ftEV151pN5 R£V DESCRIPTIDN DATE APPROVED HC)RIZONTAL CROSS SECTION FOR REFERENCE pNLY,SEE SHEETS 4-9 FOR INSTALLATION DETAILS 1„ I" 1" - -- 1„ 1/B" ANN 1/B" ANN — 3/16" HS — - 3/16" ANN 0.090" PVB BY EASTMAN 0.090" PUB BY EASTMAN 0.075" VANCEVA BY EASTMAN O.ODD" PVB BY EASTMAN 1/8" AN 1/6" ANN 3/16" ANN— 1/8" ANN 3/76" TE},AP -- 3/16" HS 1/8" TEMP -- 3/16" ANN DURASEAL DURASEAL DURASEAL DURASEAL BY OUANEX BY OUANEX BY RUANEX BY QUANEX NOVAGUARD NOVAGUARD NOVAGUARD NOVAGUARD M--100 M-100 M-1 DO M-100 SETTING BLOCK SE TING BLOCK 3 4 BITE SETTING BLOCK 3/44BITE SETTING BLOCK 3/4" BITE 595DOGCA BY PTI 3/4" BITE 5980DO A BY PTI / 598000CA BY PTI59800GCA BY PTI EPDM 80 DURO EPDM 60 DURd EPDM 80 DUROEPDM 80 DURO -i j GLAZI G A GLAZING GLAZINGEC GLAZING D SIGNED:0512812020 SHWINCO ARCHJ�TCT�URAERVICL SPRODUCTS, LLC WAY ``\\lt\ RIIL171 fa DOTHAN, AL 36303 -v\c .,p SERIES 9050 HS WINDOW XOX =*• 0y6f'52 *� IMPACT HVHZ CROSS SECTION AND GLAZING DETAILS y�i7, TAT OF DRAWN: O10 ND. REV rQ'F�A•'�Lp�tiOQ;•\ �� cAE HATE OH SD3�158 AL1 � �`\ NTS 05/07/2020 4 OF 16 L.ROBERTOLOMASRE. Luis R. Lomas P.E. 1432 WOOOFORO RD LEWISVILLE,NG 27023 FL Na.: 62514 434-688-0609 rllamaS@ QMaSp6.rom REVISIONS REV 6ESCRlPTIDN GATE APPRa4E� 1/2" MIN, WOOD FRAMING ! EDGE DISTANCE OR 2X BUCK ! 1 3/8" MIN. 1/4" MAX. BY OTHERS EMBEDMENT SHIM SPACE APPROVED 1 3/8" MIN. SEALANT EMBEDMENT BEHIND FLANGE Da d, ❑❑ 1 MIN.SHIM SPACE EDGDG E �Q�© DISTANCE P INTERIQR Q #10 WOOD SCREW (50.OPSI=) 10 #12 WOOD SCREW (130.OPSF) #10 WOOD SCREW (50.OPSF) �❑bQ #12 WOOD SCREW (130.OPSF) WOOD FRAMING ❑ lNTER10R OR 2X BUCK BY OTHERS EXTERIOR EXTERIOR APPROVED SEALANT BEHIND FLANGE #10 WOOD SCREW (50.OPSF) #12 WOOD SCREW (130.OPSF) JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION f SILL TO BE SET NA BED OF APPROVED SEALANT APPROVED n " MAX.4 SEALANT { 1/ NOTES: BEHIND FLANGE �C EEf........JJJ SHIM SPACE 7. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT ❑❑ SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE WOOD FRAMING DESIGNED INACCORDANCE WITH ASTM E2112 OR 2X BUCK 1 3/8" MlN 3. WATERPROOFING IS INSTALLER'S RESPONS182LITYAND BY OTHERS EMBEDMENT MUST BE DONE PER FMAIAAMAIWDMA STANDARDS. SIGNED:0512812020 1/2" MIN EDGE DISTANCE SHWINCO ARCHJECERRAEsPR00L1CTs, LLC StiRllLlb171 ET9J,�` WAY VERTICAL CROSS SECTION DOTHAN,, AL 36303 v,•-NGEN,9-. Lp WOOD FRAMING OR 2X BUCK INSTALLATION SERIES 9050 HS WINDOW XOX ^'*• 0, 61 *= MPACT HVHZ FLANGE INSTALLATION DETAILS '�•, TAT�4r' DRAWN,. AwG No. REv %a'n ��aR104;•�\ `�`' R.LE DATE as o eT NTS 05/07/2020 5 OF 16 L,ROBERTO LOMAS P.E. Luis R. Lomas P-E- 1432W000FORORDLEWISVILLE,NO27023 FL No.: 62514 434.888-0809 moms(pnomaspa.cam REvisloNs �'-T- DESCRIPTION phTE APPRaVEO 1/2" MIN. METAL EDGE DISTANCE STRUCTURE 1/4" MAX. BY OTHERS SHIM SPACE APPROVED SEALANT BEHIND FLANGE _ 1/2" L ❑ ❑0 1/4., MAX. MIN, SHIM SPACE EDGEliv Q7 DISTANCE [] 4 INTERIOR #10 SCREW (50.OPSF) #12 SCREW (130.CPSF) SMS DR SELF DRILLING #10 SCREW (50.0PSF) bQ #12 SCREW (130.OPSF) ❑ SMS OR SELF DRILLING ILI METAL 1! INTERIOR STRUCTURE BY OTHERS EXTERIOR EXTERIOR #70 SCREW (50,OPSF) APPROVED #12 SCREW (130.OPSF) SEALANT SMS OR SELF DRILLING BEHIND FLANGE SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF METAL STRUCTURE INSTALLATION APPROVED SEALANT APPROVED 1/4" MAX. SEALANT BEHIND FLANGE SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE METAL DESIGNED INACCORDANCE WITH ASTM E2112 STRUCTURE 3. WATERPROOFING IS INSTALLERS RESPONSIBILITYAND BY OTHERS MUST BE DONE PER FMA/AAMA/WDMA STANDARDS. SIGNED:05/28/2020 1/2" MIN EocE DISTANCE SHWINCO ARCHITECTURAL TEC�R Es w RAPODUCTS, LI�C171 AY VERTICAL CROSS SECTION DOTHAN, AL 35303 .,,•�VGE is'. ip METAL STRUCTURE INSTALLATION SERIES 9050 HS WINDOW XOX `*• a 5i = MPACT HVHZ FLANGE INSTALLATION DETAILS ��} , 7AT OF l CRAwN: DWG Na, R. 8cR NTS onrE 05/O7/2020 so g erS OF 16 /�XSCALEj�apfYAL1 �NX�� L.ROBERTO LOMAS P.E. LUIS R. Lamas P.E. 1432 WOCOFORD RD LEWISVILLE.NO 27023 FL No.: 62514 434-688-0609 rllomas@Irfoma6pe,cam Nk REVISIONS 2„ MIN REv D£SCREPTION PATE APPROVED EDGE DISTANCE 1 3/8" MIN. EMBEDMENT CONCRETE/MASONRY ° BY OTHERS °° 1/4„ o v _ 1/4" MAX. MIN,EMBEDMENT SHIM SPACE APPROVED 2„ SEALANT MIKL BEHIND FLANGE EDGE v DISTANCE ❑❑ _' ❑0 1/4.. MAX. SHIM SPACE v INTERIOR 3/16" TAPCON (50.OPSF) 1/4" TAPCON (130.OPSF) `a 3/16" TAPCON (50.OPSF) 1/4" TAPCON (130.OPSF) u CONCRETE/MASONRY , INTERIOR BY OTHERS EXTERIOR EXTERIOR APPRCVEDa SEALANT BEHIND FLANGE 3/16" TAPCON (50.0PSF) 1/4" TAPCON (130,OPSF) JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION f� SILL TO BE SET B ILL IS[ N A BED OF APPROVED SEALANT APPROVED ❑❑SEALANT 1/4" MAX. NOTES: BEHIND FLANGE SHIM SPACE 1. INTERIORAND EXTERIOR FINISHES,BY OTHERS, CJ❑ NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO f3 CONCRETE/MASONRY DESIGNED INACCORDANCE WITH ASTM E2712 BY OTHERS J 3. WATERPROOFING IS INSTALLER'S RESPONSIBILITY 1 1/4 AND MUST BE DONE PER FMAIAAMAIWDMA STANDARDS. MIN° d °. .d ° < . " ^ EMBEDMENT SIGNED:0512812020 SHWINCO ARCHITECTURAL PRODUCTS, LLC `��i�ilII1I17777� 171 JET SERVICES WAY ����;\S Lbw 1/2" MIN DOTHAN, AL 36303 ti�r,•4N0ENS qp EDGE DISTANCE SERIES 9D50 HS WINDOW XOX *' 0y6S7 x VERTICAL CROSS SECTION IMPACT HVHz = (,fit ` CONCRETEIMASONRYINSTALLATION FLANGE INSTALLATION DETAILS �� TATr )"F DAAwN: Pwc�o. REv �i � 'PCaRIDt- SCALE8E NTS -E O5/07/2020 sD 8 EET7 OF 16 L.ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEW$OLLE,N027023 FL No.: 62514 434,688-0609 dfomas@lrlomaspe cam REv,SIQNS RtV DESCRIPTION GATE APPft0YE0 1/2" MIN. WOOD FRAMING EDGE DISTANCE DR 2X BUCK 1 3/8" MIN. 1/4" MAX. 8Y OTHERS EMBEDMENT SHIM SPACE APPROVED 1 3/8" MIN. EMBEDMENT 1 SEALANT /2" MIN. BEHIND FLANGE EDGE DISTAN E FIt= ❑ I�Q❑0 1 MAX. SHIM !M SPACE © � #10 WOOD SCREW (50.OPSF) #10 WOOD SCREW (50.OPSF) Q INTERIOR I i #12 WOOD SCREW (13D.OPSF) #12 WOOD SCREW (130.DPSF) L INSTALLATION CLIP INSTALLATION CLIP ❑bQ WOOD FRAMING �❑ INTERIOR OR 2X BUCK BY OTHERS EXTERIOR EXTERIOR APPROVED SEALANT BEHIND FLANGE IN TO BE SET N A BAD of JAMB INSTALLATION DETAIL APPROVED SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION El Jf i D WOOD SCREW (50.OPSF) #12 WOOD SCREW (13C.OPSF) APPROVED —IF] NSTALLATION CLIP SEALANT NOTES: BEHIND FLANGE 1/4" MAX. 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS. SHIM SPACE NOTSHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE WOOD FRAMING DESIGNED IN ACCORDANCE WITHASTME2112 OR 2X BUCK 1 3/8" MIN 3. WATER PROOFINGIS INSTALLER'S RESPONSIBILITY BY OTHERS EMBEDMENT AND MUST BE DONE PEPFMA/AAMA/WDMA STANDARDS, SIGNED:05/28/2020 1/2" MIN ` EDGE DISTANCE SHWINCO ARCHITECTURAL PRODUCTS, LLC �xx�P,- L0/���i 171 JET SERVICES WAY `IN�\r?.• �9q/ice VERTICAL CROSS SECTION DOTHAN, AL 36303 `v,•�\�� 3 .a' WOOD FRAMING OR 2X BUCK INSTALLATION SERIES 9050 ITS WINDOW XOX 51 � IMPACT ION TAT OF Z0 CLIP INSTALLATION DETAILS gyp, TAT OF �1r,�` Q DRAWN; owc NO. ftEv %r`�iS `PC0R1DP ����� R. SCALE 8E NTS DATE 05/07�2020 SH $EETS OF 16 _ JX�A1S hI /1tIIII0N��, L.ROBERTO LOMAS P.B. Luis R. Lcmas P.E. l432 WOODFORD RO LEWISVILLE,N027023 FL NO.: 62514 434-E69-0609 Rlomas@klomaspe.crom REVISIONS REV DESCRIPTION DATE APPRCVfO 1/2" MIN. METAL EDGE DISTANCE STRUCTURE _ 1/4" MAX. BY OTHERS SHIM SPACE APPROVED SEALANT 1/2 MIN. BEHIND FLANGE — EDGE DISTAN ❑❑ d0❑ MAX S1HIM SPACE #10 SCREW (50.OPSF) [� #12 SCREW (130.DPF) #12 SCREW (130.DPSF) © INTERIOR �12 SCREW (130.DPSF) SMS OR SELF DRILLING SMS OR 5ELF DRILLING INSTALLATION CLIP INSTALLATION CLIP ❑�Q u M ETAI_ �❑ INTEAICR STRUCTURE BY OTHERS EXTERIOR EXTERIOR APPROVED SILL TO BE SET SEALANT IN A BED OF BEHIND FLANGE APPROVED SEALANT JAMB INSTALLATION DETAIL #10 SCREW (50.OPSF) METAL STRUCTURE INSTALLATION #12 SCREW (130.DPSF) SMS OR SELF DRILLING APPROVED INSTALLATION CLIP SEALANT ❑� I NOTES: BEHIND FLANGE LJ 1/4" MAX. 1. 1NTERIORAND EXTERIOR FINISHES.BYOTHERS, SHIM SPACE NOTSNOWN FOR CLARITY 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE METAL --..� DESIGNED IN ACCORDANCE W1TN ASTM E2112 STRUCTURE 3. WATERPROOFING IS INSTALLERS RESPONSIBILITY BY OTHERS AND MUST BE DONE PERFMAIAAMAANDMA STANDARDS. SIGNED:0512812020 1/2" MIN EDGE DISTANCE SHWINCO ARCHITECTURAL PRODUCTS, LLC "\�s lk L0�,��� 171 JET SERVICES WAY NJ\ 41 /ice VERTICAL CROSS SECTION pOTHAN, AL 36303 METAL STRUCTURE INSTALLATION SERIES 4050 HIS WINDOW XOX .�IMPACT CLIP INSTALLATION DETAILS �y�*4, 1T0A}.Y&t�5O1 F k 4 aR.awnr, Dwo No. REv > •. jORV0''• R,LE NTS DATE 05/07/2020 8 0 t 98 OF 16 f�' /PAIR 41N\ L.ROBERTO LOMAS P.E. Luis R. Lomas P.L. 1432 WOODFOR,9 RD LEWISVILLE,NC27023 FL No.: 62514 434-688-0609 40 6@10OM9$N-wm REV-SONS 2 r MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE 1 3/S" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS a a� 1 1/4" 1/4" MAX. 4. MIN. 2„ a — SHIM SPACE APPROVED a ° ° EMBEDMENT MIN, f EDGE SEALANT DISTANCE BEHIND FLANGE t �OC�QQQ 1/4- MAX. 0 � ❑❑ SHIM SPACE v IQ 3/16" TAPCON (50,01PSF) 3/16" TAPCON (50.0PSF) INTERIOR 1/4" TAPCON (130.OPSF) 1/4" TAPCON (130.OPSF) n[� INSTALLATION CLIP INSTALLATION CLIP ,a v v L�1❑ ONRY INTERIOR CONCRETEBY OTHERS e IL1 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 J�Q 3/16" TAPCDN (50.OPSF) Q 1/4" TAPCON (130.CPSF) nu INSTALLATION CLIP APPROVED ❑❑ Q II NOTES: SEALANT LLLLJJJJ 1/4" MAX. i. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, BEHIND FLANGE �Oq❑Q© SHIM SPACE NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE ---} DESIGNED IN ACCORDANCE WITHASTM E2112 CONCRETE/MASONRY 9 WATER AND MUST BFDONE Eft FMA/AAMAIWDMA IS INSTALLERS $181L1TY BY OTHERS ati a 1 1/4" STANDARDS. 44 a a MIN SIGNED:0512812020 EMBEDMENT 8 ° 4 SHWINCO ARCHITECTURAL PRODUCTS, LLC ``okkIll itil777 171 jET SERVICES WAY \�? ��h1�/ice [F 2" MIN DOTHAN. AL 35303 `�r,•�\�+��9�y �sF' EDGE DISTANCE SERIES 9050 HS WINDOW XOX *• 05i VERTICAL CROSS SECTION IMPACT HVHZ WOOD FRAMING OR2XBUCKINSTALLATION CLIP INSTALLATION DETAILS DRAwN: Dwc NO. `'Z0RIO'. 315 scnLE NTS DArE O5/07/20208 s�EEr10 OF 16 NAl.1 �N��� L.R08ERTO LOMAS RE. Luis R. Lorna5 P.E. 1432 WOODFORD RD LEMSVILLE.NC 27023 FL No.: 62514 04-638-0609 tlfomas@lrlamaspe.crom REVISEONS REV DESCRP70N DATE APPROVED 1/2" MIN. WOOD FRAMING EDGE DISTANCE OR 2X BUCK BY OTHERS EMBEDMENT MIT SHIM SPACE BACKER ROD 1 3/S" MIN. & APPROVED EMBEDMENT SEALANT �d ❑o /4., I GE MAX. ED SHIM SPACE EDGE DISTANCE lNTERIpR #10 WOOD SCREW (50.OPSF) #12 WOOD SCREW (130.OPSF) ❑�� #10 WOOD SCREW (SO.DPSF) #12 WOOD SCREW (130.OPSF) WOOD FRAMING 1NTER10R OR 2X BUCK EXTERIOR BY OTHERS E'X7EAfOA BACKER ROD & APPROVED #10 WOOD SCREW (50.OPSF) SEALANT #12 WOOD SCREW (13O.OPSF) JAMB INSTALLATION DETAIL SILL TO 8E SE WOOD FRAMING OR 2X BUCK INSTALLATION `C IN ABED OF APPROVED SEALANT BACKER ROD & APPROVED ❑❑ 1/4" MAX. NOTES: SEALANT ��q ❑❑ SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES,BYOTHEAS, NOT SHOWN FOR CLARITY. WOOD FRAMING 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OR 2X BUCK DESIGNED INACCORDANCEWIT14ASTME2112 BY OTHERS 1 3/B'� MIN 3. WATER PROOFING 1S INSTALLER'S RESPONSIBILITY EMBEDMENT AND MUST BE DONE PER FM41AAkX WDAIA STANDARDS. SIGNED 0 512 812 0 2 0 1/2° MIN EDGE DISTANCE SHWINCO ARCHITECTURAL PRODUCTS LLC 0t11lI.I/I/ VERTICAL CROSS SECTION 171 JET SERVICES WAY �,\NN •�'.�0'f�/,� DOTHAN, AL 36303 ` . lOEN4' �iS��S WOOD FRAMING OR 2X BUCK INSTALLATION 4 �+. ` SERIES 9050 HS WINDOW XOX *• 0 61 ir' IMPACT HVHZ BOX IN DETAILS `a+ TA 0 DRAWN, Dwc NO. REv R.L. 08-03158 �i �+'•..•�C��� scale NTS DATE 05/07/2020 s EEr11 OF 16 ��r���aNA�}F tom L.ROEERTO LOMAS RE o Lmas .E. P Luis R. 1432 WOODFORD RD LEWISVILLE.NCR7023 FL nas 434-686-0609 rlfomasQfrlomaspe.com ......................................... REVESIDNS REV DESCRIPTION GATE APPRDV£G 1/2" MIN. METAL EDGE DISTANCE STRUCTURE BY OTHERS Ti SHIM PACE BACKER ROD & APPROVED SEALANT T- 1/2„ MAX. MIN. ❑� SHIM SPACE EDGE DE �� DISTANCE J� INTERIOR Q #10 SCREW (50.PSF) SMS OR SELF' #10 SCREW (50.OPSF) #12 SCREW FDRI LING �❑ SMS OR SELF' DRILLING INTERIOR METAL STRUCTURE EXTERIOR BY OTHERS EXTERIOR #10 SCREW (50.0PSF) BACKER ROD #12 SCREW (130.PSF) & APPROVED SMS OR SELF DRILLING SEALANT SILL TO BE SET JAMB INSTALLATION DETAIL IN A BEE) OF METAL STRUCTIUREINSTALLATION APPROVED SEALANT BACKER ROD & APPROVED 1 MAX. NOTES: SEALANT SHIMIM SPACE 1. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. METAL 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE STRUCTURE DESIGNED IN ACCORDANCE WITH ASTM E2112 BY OTHERS 3. WATER PROOFING IS INSTALLER'S RESPONSIBILITY AND MUST BE DONE PER FAWAAMA/WDA4A STANDARDS. SIGNED:0512812020 1/2" MIN EDGE DISTANCE SHWINCO ARCHITECTURAL PRODUCTS, LLC \ VERTICAL CROSS SECTION 171 JET SERVICES WAY �����S, '.�b??,�fj✓ METAL STRUCTURE INSTALLATION DOTHAN, AL 35303 SERIES 905D HISWINDOW XOX .*• p IMPACT LA HVHZ BOX INSTALLATION DETAILS •�'�� DRAWN: GWC N0. Rev ��', TAT OF A •C\�` R.L. 08-03158 _ lI.OR>0 �\\�� SCALE NITS GATE 05/07/2020 sKEEr12 OF 16 IQAL} �,\l L.ROBERTO LOMAS RE Luis R. Lomas P.E. 1432 WOOOFORD RD LEWISVILLE,NC27023 FL Np_; nas 434.68E-0609 N..m VjrlomasFe.eom REVISIONS 1 MIN. REV DESCRWTION MATE APPRaVEO EDGE DISTANCE 1 MIN. EMBEDMENT CONCRETE/MASONRY ° • • S BY OTHERS ° • ce ° a aQ ° 1 MINA„ • SHIM1/4 SPACE ° EMBEDMENT BACKER ROD MIN. N. & APPROVED EDGE SEALANT a ❑o DISTANCE ❑❑ /4" MAX. Skill SPACE v � INTERIOR Q 3/16" TAPCDN 3/16" TARO a v a ❑�� v > ❑ INTERIOR CONCRETE/MASONRY �f BY OTHERS , EXTERIOR EXTERIOR BACKER ROD & APPROVED SEALANT 3/16" TAPCDN SILL TO BE SET JAMB INSTALLATION DETAIL IN A BED OF CONCRETEJMASONRYINSTALLATfON El APPROVED SEALANT BACKER ROD & APPROVED 1/4" MAX- NOTES: SEALANT � q p❑ SHIM SPACE i- INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. CONCRETE/MASONRY2. PERIMETER ANDJOINT SEALANT BY OTHERS TO BE BY OTHERS DESIGNED IN ACCORDANCE WITHASTM E2112 3. WATERPROOFING IS INSTALLER'S RESPONSIBILITY i 1/4" AND MUST 8E DONE PER FMAIAAMAIWDMA ° MIN STANDARDS. • a d a °" ° q EMBEDMENT SIGNED:0512812020 ° • a SHWINCO ARCHITECTURAL PRODUCTS, LLC `��+tistlilllu�,� °2" MIN 171 JET ERVI 3ES 3AY EDGE DISTANCE VERTICAL CROSS SECTION SERIES 9050 HS WINDOW XOX *• 0 54 CONCRETEIMASONRY INSTALLATION IMPACT HVHZ Q r BOX INSTALLATION DETAILS DRAWN: Dwr No. RFv i�T� �COR0 � �.• SCALE onrE 08 S03 158 — /XJs`SlokA1-4�G��\ NTS C5/07/2020 13 ;OF 16 L.ROBERTO LOMAS P.E. P.E. P Lomas Y432 WOODFORD RO LEWISU$LlF,NO 27029 Luis R.FL No.;L a s 434-60-0809 rllomas@Irlomssp&.wm REVISEONS APPROVED REv PESCRIP?wN OniE nPPROVEo SEALANT BEHIND FIN 1 3/8" MIN. EMBEDMENT WOOD #B WOOD SCREW (50,OPSF) FRAMING #10 WOOD SCREW (130.OPSF) BY OTHERS 1/4" MAX. SHIM SPACE _ 1/4" MAX 7/16" MIN SHIM SPACE EDGE DISTANCE � [`�❑❑❑�� WOOD FRAMING ❑❑ BY OTHERS #8 WOOD SCREW (50.OPSF) ❑ #10 WOOD SCREW (130.OPSF) p��o 1 3/8 INTERIOR MIN, fl EMBEDMENT ❑bQ EXTERIOR INTERIOR APPROVED [EF7 SEALANT BEHIND FIN EXTERIOR 7/16" MIN T EDGE DISTANCE JAMB INSTALLATION DETAIL 0 WOOD FRAMING OR 2X BUCK INSTALLATION a � n 1/4" MAX L� �oq❑❑❑�� SHIM SPACE 1.NOTES:INTERIOR AND EXTERIOR FINISHES,6Y0THERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 7/1 6" MIN DESIGNED IN ACCORDANCE WITH ASTM E2112 EDGE DISTANCE 3. WATER PROOFING IS INSTALLERS RESPONSIBILITY WOOD AND MUST BE DONE PER FMAIAAMA/WOMA #8 WOOD SCREW (50.0PSF) FRAMING STANDARDS. #10 WOOD SCREW (130.9PSF) 1 3/$" MIN, BY OTHERS SIGNED:0512812020 APPROVED EMBEDMENT SHWINCO ARCHITECTURAL PRODUCTS, LLCSEALANT BEHIND FIN VERTICAL CROSS SECTION 171 JET SERVICES WAY ���*a\� L 0. 9��� DOTHAN. AL 36303 WOOD FRAMING OR 2X 8UCK INSTALLATION �'�v.�NC F-N sRC'.S SERIES 9050 HS WINDOW XOX *• �51 � IMPACT HVHZ o FEN INSTALLATION DETAILS �� TAT OB DRAWN: owc No. R. OB 50158 — NA`E NTSas E OS/07/2020 �01 ���� L.ROBERTO LOMAS P.E. LUIS R. Lomas P.E. 1432WOOPFORi3RDLEWISVILLE,N627023 FL No.: 62514 434-68&0609 rVo=@00-aspe.com REVISIONS APPROVED RE4 �ESCRIPT10k ¢4TE APPROVE6 SEALANT BEHIND FIN #8 SCREW (50.DPSF) METAL STRUCTURE SMS SCREW F DRILLSF)ING BY OTHERS SMS OR SELF DRILLING 1/4" MAX. SHIM SPACE SHIM SPACE 7/16 MIN EDGE DISTANCE �❑❑❑ { METAL STRUCTURE BY OTHERS 0 #8 SCREW (50.0PSF) #10 SCREW (130,OPSF) INTERIOR SMS OR SELF DRILLING ❑dQ EXTERIOR INTERIOR APPROVED ❑ SEALANT LLJJ BEHIND FIN EXTERIOR 7/16" MIN T EDGE DISTANCE JAMB INSTALLATION DETAIL �❑� 0 METAL STRUCTURE INSTALLATION ❑❑ 1/4" MAX ��Q❑❑❑© r SHIM SPACE �Or�N7'ERIOR AND EXTERIOR FINISHES,BYOTHERS, 1- NOT SHOWN FOR CLARITY. 11t11 2. PERIMETER AND JOINT SEALANTBY OTHERS TO BE 7/16" MI N DESIGNED IN ACCORDANCE WITH ASTM E2112 EDGE DISTANCE 2. WATERPROOFING IS INSTALLER'S RESPONSIBILITY METAL AND MUSTBE DONE PER FMA/AAMA/WOMA #B SCREW (50.OPSF) STRUCTURE STANDARDS. #10 SCREW (130.0PSF) BY OTHERS SIGNED:0512812020 SMS OR SELF DRILLING ASILANT SHWINCO ARCHITECTURAL1JET SERVICES PRODUCTS, LLC VERTICAL CROSS SECTION 9 OEHIND FIN METAL STRUCTUREINSTALLATION DOTHAN, AL 36303 `4,'�,,GENs�,.•,SS SERIES 9050 HS WINDOW XOX +*• p 5j IMPACT WVWZ �*4� y FIN INSTALLATION DETAILS =,O - TAT 4F kt�r� DR0N; owc NO. RFv SDRiD4: SCAlE F)RTE OS 30EET 58 rrflIVA�4�?\�`\ NTS 05/07/2020 15 OF 16 L.RODERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC E7023 434-689-Ofi09 dlamas>�Idomsspe.cnm FL No.: 62514 Ig REv3510H5 3 7/S 3 7/5" REV DESCRIPTIONnq DATE APPRQVCO n LS �� 2 3/16" 2 5/16 1 3/4" 3 11/16" 41 3/4" ElEl !T �aQ�00� ° 2 " z 1/2" � 1 8,. 1 15/15' n �— 2 11/16" L C= —A i--� FIN FRAME(VM-2363) FLANGE FRAME(VM-2363� FIXED MEETING RAIL(VM-2359) LIFT STILE(VM-2367) SASH HEAD(VM-2358) LOCK STILE(VM-2360r PVC PVC PVC PVC PVC PVC 1/2 1 1/4 718" ri/16" L—r—,_ Z TRACK(VM-2372) BEAD(1/M-2365f STILE REINFORCEMENT(T-11333) SASH REINFORCEMENT(T-11211} MEETING RAIL REINFORCEMENT 314"SILL RISER PVC PVC ALUMINUM ALUMINUM T 1�1222) ALUMINUM t„ ALUMINUM 4 ,/,s" 3/16" T—INSTALLATION CLIP q. 7/16" GALVANIZED STEEL LL SIGNED:0512812020 2 SILL RISER SHWfNCO ARCHITECTURAL PODUCTS, LLC �1\\�J�\S4 fk L0 ALUMINUM 171 SERVICES DOTHAN, AL 36303 F N pF <P SEMES 9050 HS WINDOW XOX COMPONENTS ;_=�,-p*• o; 7AT OF OyC 91 IMPACT HU (A �= 75 , ow,wN. ows No. R e SCALE NTS -E 05/07/2020 So eT 1 6 OF 16 L.R05ERTO 40MAS P,E LUIS R.l432 WOODFORD RD LEWISVILLE,NO 27023 FL N,LomasP.E. ncis P 434-683-0609 rllomas@Irlomasp&.mm