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HomeMy WebLinkAboutRevisions (2) OFFICE USE ONLY: DATE FILED: I 202-V PERW # REVISION FEE: I RECEIPT#. _ 1— PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE RECEIVED FORT PIERCE,FL 34982.5652 (772)462-1553 NOV 01 1021 APPLICATION FOR BUILDING PERMIT REVISIONS Permitting Department St.Lucie County PROJECT INFORMATION LOCATION/SITE r ADDRESS: o Z50 Lx 5 C PieA60W DETAILED DESCRIPTION OF PROJECT REVISIONS: P 2 614 crl 0S '84 Ron M wcL oa► ru.� ( .G�7. .� lbnrvl W-mil 206 CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: C j3Z__ 03 19 735� ST. LUCIE CO CERT. 9: BUSINESS NAINIE: 64111- t�l-6- STarn Ham eS 'P-C QUALIFIERS NAME: C�a4)L ADDRESS: A10 Z7_4 l5lra6.1�7` CITY: , STATE: f ZIP: 2 PHONE(DAYTIME): 772- g - 25JR' FAX; OWNER/BUILDER INFORMATION: NAME: 6 rV '.zl' � �J ADDRESS: <- h �- .CITY: STATE: /e ZIP: 7� PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATION: NAME: P&j L. w�lC r _ ADDRESS: 19 !- 5 .L0. C3 a mmelyLi a CITY: Pam S'-t, I L)C_11-- STATE:- PHONE (DAYTIME): s _ SLCCC: 9123109 Revised 06130117 � '{ Ei tit � �y�' ` �• / '.'a is E�-.'' Florida Building Code Online Page 1 of 2 BCIS Home Log In i User Registration i Hot Topic Submit Surcharge Stats&Facts ( Publications Contact Us it BCIS Site Map Links Search Florida. ProductApproval USER:Public 'User d. , r Product Approval Menu>.Product or Application Search>Application List>Application Detail FL / '# FL17387-R3 �. Application Type . Revision REVIEWED FOR Code Version 2020 Application Status Approved COM COMPLIANCE Comments ST. LUCIE COUNTY Archived ❑ B O C C Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Authorized Signature Jay Lathrop jlathrop@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. "10"' 10N Ocala,FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received, Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2028 Validated By Steven M.Urich,PE �J Validation Checklist-Hardcopy Received Certificate of Independence FL17387 R3 COI Evil Reoort1032C.odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886-13a 2013 ASTM E1996-17 2017 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL17387 R3 Eauiv 8150-8300 WZ3 Equivalencv.Ddf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiN WDr... 12/6/2021 Florida Building Code Online Page 2 of 2 ` Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2020 Date Validated 08/10/2020 Date Pending FBC Approval 08/18/2020 Date Approved 10/13/2020 Summary of Products FL# Model,Number or Name Description 17387.1 PW-8150 Vinyl Fin/Flange Picture PW-8150 Vinyl Fin/Flange Picture Window,Impact,WZ3 Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL17387 R3 II CWS-1032C.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:PW-8150,Max.size 36"x 72",DP+/-60 PSF.Glass FL17387 R3 AE EvalReoort1032C.Ddf conforms to ASTM E1300. Created by Independent Third Party:Yes 17387.2 PW-8300 Vinyl Fin/Flange Picture PW-8300 Vinyl Fin/Flange Picture Window,Impact,WZ3 Window i Limits of Use Installation Instructions Approved for use in HVHZ:No FL17387 R3 II CWS-1033C.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:PW-8300,See Installation Detail for Max.Sizes and FL17387 R3 AE EvalReoort1033C.pdf DP.Glass conforms to ASTM E1300. Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 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 mall 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),Ffodda 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 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,F.S.,please click ere. Product Approval Accepts: . ® eCYcec1 M '. :Credit Card Safe I , https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDr... 12/6/2021 GENERAL NOTES: PICTURE WINDOW - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED • TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT 1900 SW 44TH AVE. USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474 W W W.0 WS.CC THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE OVERALL O ZONE(HVHZ)OR IN ASTM E 1996 WIND ZONE 4 AREAS. 8150 PVC MAX.OVE 3 2.GLAZING OPTIONS:(SEE SHEET 3) PICTURE WINDOW FLANGE WIDTH 3CONFIGURATIONS: IT O NPES INCLUDE,BUT ARE IMPACT 36" NOT LIMITED THOSE SHOWN ON SHEET 2. MAX.UNIT WIDTH 4.DESIGN PRESSURE RATING: �2 GLAD SS p -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND o F GLASS TABLES ASTM E-1300-04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER o 0 INFILTRATION TEST PRESSURE AND GLASS TABLES Y f — —————— — ASTM E-1300-04. g j w m r- 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED m IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR L) O DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. N z > B I I B 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT w O cc MAX. I I I REQUIRED. EL OVERALL w Q FF GNGE i I i 7.ALL FRAMES ARE FULLY WELDED. o w I 8.SERIES/MODEL DESIGNATION PW-8150. I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ¢ z LL O-FIXED SASH. 7MAX• I O I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ,`���y�pN�REtN HUNIT EIGHT I I LOCATION. `�.`VP:�,\c'EryS�C•�'piy���i I �-4:• No 56201 "A- GLASS" I I B 90�• STATE OF ':�� DLO g %T .� I �i CO ......... p R I I s I I D s 4/11/2015 L_ — —J LUCAS A.TURNER,P.E. FL PE#58201 A A 1239 JABARA AVE. 6 • NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.......1 EMK 10/06/14 SECTION VIEWS&GLAZING..............3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWON: REV: EXTRUSIONS&B.O.M...........................4 CWS-1032 A ANCHOR SCHEDULE&NOTES............5 36"x 72" +/- 60 PSF LARGE MISSILE IMPACT SCALE: SHEET INSTALLATION DETAILS.......................6 1:15 1 OF 6 i WINDOv°�®�•� WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA34474 W W W.CWS.CC 8150 PVC PICTURE WINDOW IMPACT FULL ELLIPSE(OVAL) o Li o O Y W m FULL CIRCLE CD U Z TOMBSTONE TpAp¢Olp m O v (p OZ LU w � 0 oa w CC U o Lu a W � o % ¢ z `,dNurrnrr//4 1/2 CIRCLE ��OOQ`?.�..... C OCTAGON No 58201 NOTES: 9O STATE OF 1.SEE SHEET 5 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. .-0 R oP C?�=�,, 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. S/ONA11 ����` THRU FIN-WOOD OPENING. 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF 4/11/2015 RECTANGULAR WINDOW ON SHEET,1. 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS LUCAS A.TURNER,P.E. MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 5,WITH ANCHOR FL PE#58201 SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1239 JABARA_ AVE. _ NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: ARCHITECTURAL 1/4 CIRCLE TRIANGLE SHAPES DRAWN BY: DATE: EMK 10/06/14 DWG#: REV.: CWS-1032 A SCALE: SHEET 1:1 20F6 INTERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 7 Q -1 1 0 7 8150 PVC O 10 10 [❑ PICTURE WINDOW U IMPACT o O T 5 8 11 11 8 6 Y w m �oo SECTION VIEW B-B o z 3 m O II J11 LL Q 7/8'OVERALL W 8 I I 3/16"ANNEALED a LI o 1 3/B"AIR SPACE < a:5/16"LAMINATED ? o 0 1 1/B"ANNEALED O AM DUPONT PVB INTERLAYER Z ,��punuriq r 1/8"ANNEALED ��� WDRE4V �.�i,�� INTERIOR ..........F G�Q�y'�. y r No 58201 10 PURFECT GLAZE"H"OR SIKAFLEX 552 10 1 'P STATE OF 4v 0 R 1 11 1/2"GLASS BITE B B 4/11/2015 4 o�4�4J� 2 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 7 ©Q�� PH.941-380-1574 SECTION VIEW A-A SHEET DESCRIPTION: ALTERNATE FIN FRAME SECTION VIEWS AND GLAZING DETAIL DRAWN BY: DATE: EMK 10/06/14 1:1 DWG#: REV: CWS-1032 A SCALE: SHEET 1.2 30F6 PARTS LIST FRAME CORNER CONSTRUCTION u���® o�j�� ITEM PART# DESCRIPTION VENDOR MATERIAL 1 H-6025 SASH STOP MIKRON PVC 2 H-6048 SINGLE HUNG FIN FRAME MIKRON PVC 1900 SW SYSTEMSAVE. 1900 SW 44TH AVE. 3 H-6049 SINGLE HUNG FLANGE FRAME HEAD MIKRON PVC OCALA,FLORIDA 34474 4 H-6049 SINGLE HUNG FLANGE FRAME SILL MIKRON PVC WWW.CWS.CC 5 H-6049 SINGLE HUNG FLANGE FRAME LEFT JAMB MIKRON PVC 6 H-6049 SINGLE HUNG FLANGE FRAME RIGHTJAMB MIKRON PVC CORNER WELD(ALL SIDES) 8150 PVC 7 P-3113 SCREW SUPPORT FOR PVC SCALE 1:e PICTURE WINDOW 8 P-3352 SETTING BLOCK 85 DUROMETER 1/8"x 5/8"x 2"LG. AMESBURY FOAM 10 P-4648 SIKAFLEX552 OR HENKEL PURFECT GLAZE"H" SIKA/HENKEL IMPACT 11 S-6064 GLAZING BEAD(7/8"O.A.I.G.) FRANK LOWE RUBBER 12 GLASS SEE SHEET3 CARDINAL GLASS o 111 F- LINE ITEMS NOT USED: o 0 9 y w M o z T 0 v CA cc N Z W 31/8" ww. O p a w m 2 Q LU 3 4 5 6 � � � a W a � � 2 3/4" 3 9/16° 1/16° 3/16" 1 5/16" Q Z 1/16• lie �` ? 11 %%'-WDREVV o lie 1 � TG�. zs) 1/16" `J:•• No 56201 =1�! PVC FRAME, FLANGE-H-6049 PVC FRAME,FIN-H-6048 PVC GLAZING BEAD-S-6064 PVC FILLER,SASH STOP-S-6025 !:V. STATE OF •:� %e iFSS+ONA1 3/16" y 1/2"�---I �f 3" 7 4/11/2015 r LUCAS A.TURNER,P.E. SCREW SUPPORT-P-3113 FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: DATE: EMK 10/06/14 DWG#: REV.: CWS-1032 A SCALE: SHEET 1:1 40F6 1 �l1 WINDOW SYSTEMS 12"MAX.O.C.(TYP.) 1900 SW 44TH AVE. 4"MAX(TYP.) 8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474 WWW.CWS.CC 6"MAX(TYP.) SEENOTE2 4"MAX(TYP.) SEE NOTE 2 6"MAX(TYP.) 8150 PVC I I j j PICTURE WINDOW I I I I IMPACT I I MAX O.C. (TYP.) I I INSTALLATION w 2MAX O.C. I I ANCHOR(TYP.) I I o 0 ITYP') I O I I O I INSTALLATION Y ANCHOR(TYP.) w m I I I I o z I I I I m 0 a (p I I I I NZ > Lu cc a. a I I I I I I ao I I I I :3o ¢ 0 z ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ,0��L11111111I1II IDREw T Gr;.�.0 g E A Q GQy�i. .J: No 58201 NOTES: 9� STATE OF 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. i��i,�S;cZ O RI..�jN %, 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE l0A' ?,,,` CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/11/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. EMK 10/06/14 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: CWS-1032 A 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:1 50F6 TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT SUBSTRATE BY OTHERS �� "�/gy SEE TABLE 1 SEE TABLE 1 WINDOW SYSTEMS 1/4"MAX.SHIM MIN.EDGE DIST. SUBSTRATE MIN.EDGE DIST. SEE TABLE 1 BYOTHERS 1900 SW 44TH AVE. SUBSTRATE BY OTHERS SEE TABLE 1 1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SEE TABLE 1 WWW.CWS.CC MIN.EDGE DIST. 00 SEE TABLE 1 PERIMETER SEALANT INSIDE AND OUTSIDE MIN.EMBEDMENT Q 8150 PVC SEE TABLE 1 INSTALLATION ANCHOR BY INSTALLER SEE TABLE I 0 MIN.EMBEDMENT PICTURE WINDOW fl SEE TABLE I IMPACT SEALANT BEHIND �� 1/4'MAX.SHIM FLANGE BY INSTALLER 0 � PERIMETER SEALANT p a �'I INSIDE AND OUTSIDE .5 H PERIMETER SEALANT p BYINSTALLER o Leo INSIDE AND OUTSIDE INSTALLATION ANCHOR Y BY INSTALLER SEE TABLE 1 SEALANT BEHIND SEALANT BEHIND w m FLANGE BY INSTALLER FIN BY INSTALLER U) C HORIZONTAL SECTION m Z 6 TYPICAL FIN ANCHORAGE " O B HORIZONTAL SECTION HEAD AND SILL SIMILAR FOR FIN INSTALLATION > 6 TYPICAL JAMB ANCHORAGE INSTALLATION ANCHOR cc LLI w SEE TABLE I F, a a. SEALANT UNDER SCREW w 1= HEAD BY INSTALLER Q o w 114'MAX SHIM SEALANTSEHIND oQ Q ¢ z FLANGE BY INSTALLER ZI U ,`PNORE PERIMETER SEALANT ,` � . PERIMETER SEALANT MIN.EMBEDMENT INSIDE AND OUTSIDE �� Q-�.•�GEAig'•.�Q i 6 4' INSIDE AND OUTSIDE SEE TABLE 1 BY INSTALLER Z.Jl No 58201 4�7a BYINSTALLERV/xx SUBSTRATE BY OTHERS '-0• 2 SEE TABLE 1 MIN.EDGE DIST. 9O STATE OF ',40 SEE TABLE 1 i��T••�'L O P:��, A VERTICAL SECTION ........1 , 6 TYPICAL SILL ANCHORAGE �a Si10N1111, , o� z� p 4/11/2015 TABLE 1:APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-112" 1-1/8" 1239 JABARA AVE. _ FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) /16"ITWTAPCON 1" 2" p HORIZONTAL SECTION NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" 6 BOX FRAME INSTALLATION PH.941-380-1574 FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"II1N TAPCON 1-3/8" 7/8" INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: FLANGE 16 GAUGE(0.0601 MIN.STEEL STUD #10-16 HILT]KWIK-FLEXOR IIW FULLTHREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: EMK 10/06/14 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV 1/8"ALUM.(6063-T5 MIN.)OR 10 GRADE 5 SELF-TAPPING/ FULLTHREAD INSIDE AND OUTSIDE,FULL PERIMETER,BY INSTALLER. CWS-1032 A FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FINMIN.SOUTHERN PINE(G=0.55) 8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. scA�E: SHEET 1:2 60F6 Florida Building Code Online Page 1 of 2 � V . U , III r BCIS Home Log In User Registration Hot Topic Submit Surcharge Scats&Facts f Publications Contact Us BCIS Site Map Links Search Florida Product Approval ►(�„\, IDu...-Pb"cUseru'� Product Approval Menu>Product or Aoolicatlon Search>Application List>Application Detail '�• FL# FL17339-113 Application Type Revision Code Version 2020 Application Status Approved O Comments Archived o REVIEWED FDR Product Manufacturer Custom Window Systems Inc00DE CC)M UANCE Address/Phone/Email SW 44th Avenue Ocala, . LUCIF- COUNTY Ocala,FL 34474 �"! o (352)368-6922 Ext 291 ��/�► jlathrop@cws.cc V Authorized Signature Jay Lathrop jlathrop@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc l `J ^� _.] ✓1 1 .�1[ ��,� •,i i i t.r ;, Quality Assurance Representative Jay Lathrop € ' :� 'i •' ,1 ;" Address/Phone/Email 1900 SW 44th Ave. _ll •,li y? ,'/_� Ocala,FL 34474 " (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer El Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. REVISKON Quality Assurance Contract Expiration Date 07/21/2028 Validated By Steven M.Urich,PE R Validation Checklist-Hardcopy Received. Certificate of Independence FL17339 R3 COI EvalReoort957C.udf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASfM E1886-13a 2013 ASTM E1996-17 2017 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL17339 R3 Eauiv 8100 WZ3 Eauivalencv.odf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGP-VXQwtDgsRyNwiNWDr... 12/6/2021 Florida Building Code Online Page 2 of 2 i Sections from the Code Product Approval Method Method 1 Option D 1 Date Submitted 08/08/2020 Date Validated 08/09/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 Summary of Products i FL# Model,Number or Name Description 17339.1 SH-8100 SH-8100 PVC,Single Hung,Fin/Flange Limits of Use Installation Instructions Approved for use in HVHZ:No FL17339 R3 II CWS-957C.Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Impact,Wind Zone 3,max,size FL17339 R3 AE EvalReDOrt957C.Ddf 35-3/4"x 70-3/4",Max.FLANGE DP= +/-60 psf.,Max.FIN Created by Independent Third Party:Yes DP=+/-55 psf.,Glass complies with ASTM E1300. Back Ne# Contact Us::2601 Blair Stone Road.Tallahassee FL.32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement UndeF 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.here. Product Approval Accepts: ® eCMCI. Credit Card Safe i i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDr... 12/6/2021 I GENERAL NOTES: SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED � ® •� TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 37' IN ASTM E 1996 PER THE FBC. WWW.CWS.CC MAX.O.A.FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) MAX.UNIT WIDTH 8100 PVC --- 3L9L5_ 3.CONFIGURATIONS:"O/X". SINGLE HUNG GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT A -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300.04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER �n - INFILTRATION TEST PRESSURE AND GLASS TABLESCj w ASTM E-1300-04. o F ZF d 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR 7z• I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w m MAX.O.A. B B ANCHOR CALCULATIONS. c!J FLANGE ® L Z HEIGHT I I 1 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT co 6. 1 CD GLASS DLO REQUIRED. c N Z W 70 3/4" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT ¢ MAX.UNIT USED AT FIXED MEETING RAIL AND JAMB. °- a HEIGHT o t _I 8.SERIES/MODEL DESIGNATION SH•8100. a rn I -f o Lu R 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: o -I 6 X=OPERABLE SASH,O=FIXED SASH z C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 1 1 6 LOCATION. � �p10RE 1V 5 34 5/8" I I 1 6 11.WEEP SLOTS=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. ='O E N MHEIGHTH N I I _ ! HEIGHT o 5B201 '�1) GLASS DLO JZZ 53 STATE OF :mow` u I O•. � LLC _ ..... . C e A z 28-15L1.6= 4/11/2015 GLASS DLO LUCAS A.TURNER,P.E. MAX.SASH WIDTH FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS FRAME UNIT SIZE IMPACT RATING DESIGN PRESSURE DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....1 TYPE MAX. RATING EMK 09/18/14 GLAZING DETAILS...............................2 DWG N: REV.: SECTION VIEWS&ALT.FRAME........3 FLANGE +/- 70 PSF EXTRUSIONS&B.O.M.........................4 35-3/4 x 70-3/4 LARGE MISSILE IMPACT CWS-958 A ANCHOR SCHEDULE&NOTES..........5 FIN +/- 65 PS F SCALE: INSTALLATION DETAILS.....................6 SHEET 1:15 1 OF 6 u' i j I PARTS LIST I EM PART# DESCRIPTION MATERIAL VENDOR 1 H-1497 Reinforcementfor STR ALUMINUM KEYMARK WINDOW SYSTEMS H-1699 Reinforcement for SBR ALUMINUM KEYMARK 1900 SW 44TH AVE. H-1836 Alum.Fixed Meet Rail ALUMINUM KEYMARK OCALA,FLORIDA 34,174 4 1 H-6048 Main Frame,Fin,Single Hung ( PVC MIKRON www.CwS.CC 5 H-6049 Frame Head,Fig,Single Hung PVC MIKRON 6 H-6049 Frame Sill,Fig,Single Hung I PVC MIKRON 8100 PVC 7 H-6049 Frame Jamb,Fig,Single Hung ! PVC MIKRON SINGLE HUNG 8 H-6050 Sash Top Rail PVC MIKRON IMPACT 9 H-6051 Sash Botbm Rail PVC MIKRON 10 H-6052 Sash Side Rail PVC MIKRON 11 P-3029 Screen Pull tab j STEEL HURLEY m w 12 P-3033 Screen Spring I STEEL FLASCREEN 10— 13 P-3113 Screw Support i RUBBER TEAM PLASTIC 14 P-3218 Screen Frame ALUMINUM FLASCREEN } 15 P-3228 Spline VINYL FOAM DAPA w Co 16 P-3321 Screen Corner Key j NYLON FLASCREEN o z m p 17 P-3342 Seam Sealer SCHNEE 18 P-3352 Setting Block RUBBER FRANK LOWE N z > 19 P-3429 Wslp.,0.270 x 0.187 back FinSeal NYLON ULTRAFAB a 0 cc 20 P-3539 #8 x 314"Ph PH TEK STEEL FASTENAL in a 21 P-3541 #8 x 318 Pan Phil Tek ! STEEL FASTENAL a 0 22 P-3581 Screen Cloth VINYL WIER o 23 P-3752 Hole Plug.1/2" NYLON M&M 24 P•3783 Lack,Impact INTERLOCK ¢ z STEEL 26 P-4056 Sash Ca m Ph Fh TEK,WhI NYLON M&M FASTENAL ,%%q. 27 P-4069 Keeper,Impact ZAMAC SULLIVAN 28 P-4479 Weep Housing&Flap Assm. PVC M&M -r; No 58201 :-P 29 P-4638 #8 x 21/2 Phil Truss SMS J STEEL FASTENAL 30 P-4959 Ift.,0.420 x 0.187 back FinSeal j NYLON ULTRAFAB " ° a� '9=. STATE OF L+^ 31 S-1498 Reinforcement for SSR ALUMINUM KEYMARK 32 S-6013 Screen Support PVC MIKRON /ONA1 ���`��`, 33 S-6014 Screen Adapfor PVC MIKRON �zj -,% 34 S-6025 Sash Slop j PVC MIKRON 35 S-6063 Fixed Rail Cover j PVC MIKRON 36 S-6064 Glazing Bead PVC MIKRON 37 FIXED SEE SHEET2 GLASS CARDINAL LUCAS A.TURNER,P.E. 38 - SASH SEE SHEET2 j GLASS CARDINAL FL PE#58201 1239 JABARA AVE. 39 Block&Tackle Balance STEEL BSI NORTH PORT,FL 34288 40 Purfect Glaze"H"or Sikaflex 552 SILICONE HENKEL/SIKA PH.941-380-1574 41 #10 x 2"Pan Phil sms STEEL FASTENAL SHEET DESCRIPTION: 42 1 P-4657 1#8 x 1 1/2"Phil Flat TEK STEEL FASTENAL 43 S-1112 I Reinforcement,Hook j ALUMINUM KEYMARK 44 S-1577 I Frame Hook ALUMINUM KEYMARK DRAWN BY: DATE: EMK 09/18/14 DWG 8: REV:: CWS-958 A ceA�E` SHEET 1.2 40F6 P, 1 WINDOW SYSTEMS LJ 4"MAX.(TYP.)—(- B"MAX.O.C.(TYP.) OCA A,FLORIDA AVE. 6"MAX.(TYP.) --I SEE NOTE 2 4"MAX.(TYP.) WWW. WS.CC 34d74 -SEE NOTE 2 W W W.CWS.CC 6"MAX.(TYP.) —INSTALLATION $�oo PVC (TYP.) SINGLE HUNG IMPACT MAX.O.C. O (TYP.) 0 12 3/4" MAX.O.C. c (TYP.) CD ¢0 `InanAIL I I w In 4" (TYP.) C O m — v (n X INSTALLATION ANCHOR(TYP.) 2 O LU is a U 12 3/4" a UW MAX.O.C. -- -- (TYP.) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ¢ z OP+/-70PSF DP+/-65PSF �5�� rrrrr `�p``�pDSOREW j rrir N. 56201 '�-P NOTES: �9 STATE OP :�� i 0 R S 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. r rr ;ONA `J 'EN��� 2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE 00 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. Y_71-1 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. 4/11/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE H 58201 1239 JABARA AVE. S.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAW BY: DATE: EMK 09/18/14 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. pwG:l: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-958 A 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CALF: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/W DMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:20 5 OF 6 �u. MIN.EMBEDMENT ���® p TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY SEEOTHERS WINDOW SYSTEMS (�^ ----•MIN.EDGE DIST, 1/4"MAX.SHIM—� SEE TABLE 1 MIN.EDGE DIST, SUBSTRATE SEE TABLE 1 f SEE TABLE t r� �BY OTHERS 1900 SW 44TH AVE. I(' SUBSTRATE BY OTHERS 1!4"MAX.SHIM— SEE TABLE 1 OCALA,FLORIDA 34474W W W.CWS.CC SEE TABLE t MIN.EMBEDMENT o � MIN.EDGE DIST, PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 BY INSTALLER L INSTALLATION ANCHOR— -- IL FSINGLE 00 PVC INSIDE AND OUT —— SEE TABLE 1 Lnf SEALANT BEHIND d �p MIN.EMBEDMENT PF'�UV�G FLANGE BYINSTALLER SEE TABLE 1 MPACT 1/4"MAX.SHIM a o o aQn z I� PERIMETER SEALANT , o H —PERIMETER SEALANT �Lsoa BY INSTALLER 0 BY INSTALLER p INSIDE AND OUT o INSIDE AND OUT INSTALLATION ANCHOR Y' SEALANT BEHIND SEE TABLE 1 w m INSTALLATION ANCHOR —SEALANT BY INSTALLER SEALANT BEHIND SEE TABLE 1 FIN BY INSTALLER v Z B HORIZONTAL SECTION �C HORIZONTAL SECTION m- O 6 TYPICALJAMB ANCHORAGE� TYPICAL FIN ANCHORAGE Fn HEAD AND SILL SIMILAR FOR FIN INSTALLATION w Z W Q O a O a 1/4"MAX.SHIM ¢ U o SEALANT BEHIND cn ��Q Q ? ow FLANGE BY INSTALLER Q Z PERIMETER SEALANT O BY INSTALLER MIN.EMBEDMENT NSIDEANDOUT SEE TABLE 1 `, RE1•b ����� "loi �� ":SUBSTRATE BY OTHERS No 5B201 �-P _ SEE TABLE 1 —MIN.EDGE DIST. '* SEE TABLE 1 -z � n A TE OF tU.C[ A�l' VERTICAL SECTION ST (� '0� Q: v TYPICAL SILL ANCHORAGE4 O R 1v,P, �=`� ❑� i TABLE 1:APPROVED INSTALLATION FASTENERS 4/1 112 0 1 5 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN,EDGE DIST. p� LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"IiW TAPCON 1-1/2" 1-1/8" -__1� FL PE k-58201 FL RA AVE. PERIMETER SEALANT FLANGE HOLLOW OR CMU(117 PCF MIN;) 3/16"ITW TAPCON - 1" 2" BYINSTALLER 1239 JABANOR FLA NGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" V. INSIDE AND OUT 4288 PH,9h1-H PORT,FL FL 34 FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1.1/4" 2-1/2" ��HORIZONTAL SECTION 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR.ELCO ULTRACON 1.3/8" 7/8" INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE,(G=0.55) )h0 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 16 GAUGE(0.060")MIN.STEEL STUD 010.16 HILT]KW IK.FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: oRAwN BY: DATE: FLANGE 7/16" (33I(SI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" EMI< 09/18/14 FLANGE 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG 71: 1/8"STEEL(33 KSI MIN.) 7116 REV.; „ INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. DRILLING SCREW THRU 0,125" PRODUCT ANCHORAGE IS'IN ACCORDANCE WITH REQUIREMENTS AS CWS-958 A FIN 2XMIN.SOUTHERN PINE(G=0.55) N8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SCALE SHEET 1:2 6 OF 6 t I yl/ NELIDONs ev GtA royal Affidavitn I CONNECTOR SCHEDULE(Simpson Strong-Tie) PROJECT DESIGN DATA v1mW1 PRODUCT MODEL(MANUFACTURER I ATTACHMENT METHOD FLl&EI(P DATE 9) CITY CONNECTIONPOM ALLOWUPLFT FLU A`UEOCTMN iUywpoat;0lNlucb g2_Olpf-M21 RT Ma R00IbINgMa TMDeOro rsAF (a)- mbea of pm p FL1G12d_FOT EXP I2/16'1072 CODE MC2IG071h Ea N1CA Tna81UTOp Pb1e®each 1,Od068 FL1045&R4 Eap.f2-313020 PROJECTNME ADDgpN&COVERED PORCH Rd1t-WI Tr1Da PROJECTADDRESS MOSuwl80Dr FWPbrv0.FL318is SPHB Tap fl BoO¢n PbW W Wae 1265 eta FLI0458-R4 Eap.12.31-2020 OPENWGS - GLASS MG4fECnflJGltEEq YODEL• IdN]UfACTUMR CR I ATTACHMENT METHOD FLaflE%P DATE_ DROOUCTOELIGN PRESSURE SOCa eatlta6d -JWCSM86W=5E ERSABL6351166Li o40O1D� Epp_ H T 4 WU ntadlbOrW lop of 1,01UDR L7 4 3J11-31,211 -PVe50glaffeq-BK65oD- gyTRp2p _ OncWWwaB®4B'GG h9a[ '�'nn00irC%lt-- RBK CATEGORY t ASD '•1l1 sPH L IBIAD_HUGHT•SCOPEOFWORK U d.XN�MOOW UNAVAUME DUETO SUPPLY CONSTRAINTS -'n.uLHTRI'C9I8ALCOrcW.TC9HLLL R\S2AHp'191D1 CO911RLYv1tt 9TeN0(19o9i0W 9A T �=V1 - M�'O'hIC?SC lCf1AT871Y1TC01D .__ c .1•D ['W q O ,L^ n .I-l9u0/PoOTL OSTOOC[O8"[RFiet12m A8LLW11LR1]9W%I COHPNrAL\T 9TRIAGTIIATH D -J(c AILAOmHONS,REP.U88,A1W ALTDLLTI0:5LLLSTCO.U➢L]'lY9D(T1iCFBCfO&L{TSiLYGDURL[YG;TIILFBC, r D\11SLC V90R�9A lEIIRLpW496Nta � f.w4•• A\DSI[E FBCRFSmEY11W _ SI too -1 OL.UIVPon[•6LLD\ �t`T4RCf GaUW J IS u­a THISLSANALTFAATIOYLEI'LL;Am8N5T CO11Pll'TIRIHSNEFBC FORElO.5TL5R OLSIDINGS CtLWTFR6A�9) 1 nLAPALLR[LWRCLW 9IFELAHLv L1WU61ROIA9DlF09ACQTA9t01[aeRADF vp Orin,O4 Qyyq sim9aTJDH LYn[AJpAI\DCML'D.YB W.N. 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Limits of Use - Installation Instructions 'A Vedfur UWln HVHZIYOS' HIS"R9 fl CWS-440n.gd( u'Approved for Use cuWde HVHZ(Yes Verified By:Lucas A Turner 50201 E%I9TW0 BTpUCTUPE Impact Re5l6ien[;Yes - CTea[ed by Independent Third Party:Yes., uU Design Pressure:N/A EvaluatWn Rep its ® H R m NEW ADDITION a N' 'Ot11eN Max.unit s12e 7Z-J/B'%fir-3/9".OUt¢r D[e in I.G.mU9[be Safely FI 982T'R9 AF F IR ndr1440-i f p W n D a glazed when used above 30 ft.In HVHZ Glass complies to ASTFI E1300. Crested by Independent Third Party:Yes < < x n< `\\ DESIGN PRESSURE nt 1 LOCATION MAX.UNIT SIZE DATING IMPACT RATING U uQ u /2%2Ft%ED NFNIIZ :-65 PSF ® 4-NO BAPACT RATED FLRR 5348•a76° f•fi7.5 PSF O -^ LARGE MISSILE IMPACT -. FqN-HV1¢ 67.f•75 PSP 38"ti d2' .67.5/•75 PEP 36'%CB' EGRESS Fla - Model/Nullifier orName. :. DrsvlptlDn - IRATAED 17387.2 PW=8150 Vinyl Fln/Flange Picture Window PW8150 Vinyl F)n/Flange Picture Window,Impact,WZ3 - e' Limits of Use Installation Instructions Approved far use ID HVHZ]NO FL17387 R3 II CWS-1032C.gd( d 'i '(s �aa Approved for use outside HVHZ:Yes Verified By:Lums A.Turner PE-58201 ^� Aa� j7 IO�Cp- Impact Resistant:Yes Created by Independent Third Party:Yes B� ® �_� Design Pressures+60/-60 Evaluation Reports Others PW Blur•s+6 We 36'%72°,DP+/60 PSF.Glass cOnfomts to ASTF1 Fl]7387 n3 AE FvalRe0ort1 O37Ggd( 4.• MR 0321.2020 D •Far`^ Gap- _ _ E130r. 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