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Florida Building Code Online rage i or s PLO Hogda Deparnent4 `BCIS Home j Log In ; User Registration i Hot Topics y Submit Surcharge Stats&Fact, i Publications FBC Staff i 8CIS Site Map Links i Search Business Professibr�al &USER: Prod"�cUserai Public User Regulation ___ Product Approval Menu>Product or Anolication Search>A lica fon Li b>'ApplloNon DeW I )l FL# FL13010-113 F.G..-.�.•a._..,.r_-..,F... � Application Type Revision Code Version 2014 Application Status Approved Comments Archived C: Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative lay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R' 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 07/21/2020 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL13010 R3 COI EvalReo CWS-3736(PW-8300. 120x48,IMP).odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 AAMA/WDMA/CSA 101/I.S.2/A440-082008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 hqs://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvQEb8FEH60... 10/1/2015 Florida Building Code Online rage L V1 j Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window,36"x 72". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-433Bi(PW-8150,36x72,IMP).pdf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turney 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+75/-75 Evaluation Reports Other:PW-8150,36"x 72",DP=+/-75 psf.Large Missile FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf Impact.In HVHZ may only be used up to 30ft above grade. FL13010 R3 AE EvalRep CWS-433B(PW-8150.36x72. Glass complies to ASTM E1300-04. IMP). df FL13010 R3 AE Ouanex(Mikron)NOA 12-1017 02.odf Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window,Continuous Head&Sill. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-510B4PW-8150,CONTHDSL, Approved for use outside HVHZ:Yes IMP . df Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure:+67.5/-67.5 Created by Independent Third Party:Yes Other:Large Missile,Dp=+/-67.5 psf,Max.size 74 1/8" Evaluation Reports x 72".Outer lite must be safety glass above 30 ft.in HVHZ. FL13010 R3 AE DuPont PVB NOA 13-0129 27.pdf Glass complies to ASTM E1300-04. FL13010 R3 AE EvalRep CWS-510B(PW-8150. CONTHDSL,IMP).odf FL13010 R3 AE Ouanex(Mikron)NOA 12-1017 02.pdf Created by Independent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window,120"x 48". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL13010 R3 II CWS-3738(PW-8300, 120x48.IMP).pdf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other:PW-8300,120"x 48",DP=+/-70 psf.Large FL13010 R3 AE DuPont SGP NOA 11-0624 02.pdf Missile Impact.Glass complies to ASTM E1300-04. FL13010 R3 AE EvalRep CWS-3738(PW-8300, 120x48, IMP). df FL1301-0 R3 AE Ouanex Mikron NOA 12-1017 02. df Created b-Nndependent Third Party:Yes 13010.4_,,-' PW-8300 PVC Fixed Window PW-8300 PVC Flg ' ed Window. \ Li of Use Installation Instruc 'ons proved for use in HVHZ:Yes FL13010 R3 II CWS-49D PW-8300 72x76,IMP).pdf Approved for use outside HVHZ:Yes Verified By:Lucas A.Tuilker 58201 Impact Resistant:Yes Created by Independent Td Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Impact,See Installation Drawings for FL13010 R3 AE DuPont PV NOA 13-0129 27. df Max.size and DP's.Outer lite must be safety glass above 30 FL13010 R3 AE DuPont SGO NOA 11-0624 02. df ft.in HVHZ.Glass complies to ASTM E1300-04. FL13010 R3 AE EvalRe S-159D PW-8300 72x76 IMP . df FL13010 R3 AE uanex ikron NOA 12-1017 02. df Created by Independent ird Party:Yes Baric Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AAJEEO employer.copyright 2007-2013 State of Florida.::Privacy Statement:.Accessibility Statement::Refund Statement https://www.floridabuilding.org/r) r app dtl.aspx?param=wGEVXQwtDgvQEb8FEH60... 10/1/2015 PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES: CMLYILY"(j 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS Illl��/L/I TO COMPLY WITH THE FLORIDA BUILDING CODE(FBG),CURRENT 1900 SW 44TH AVE, �r EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 S FLORIDA 34474 AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW CFLORI DEFINED IN ASTM E 1996 PER THE FBC. 491/4^ 731/4' 2,GLAZING OPTIONS:(SEE SHEET 3) MAX.OVERALL FLANGE WIDTH MAX.OVERALL FLANGE WIDTH 8300 PVC 4MAX.UNIT WIDTH 3 NOT LIMITED OCONFIGURATION THOSE SHOWN ON SHEET 2 S:"0".ARCHITECTURAL PES INCLUDE,BUT ARE MAX UNIT WIDTH PICTURE WINDOW 461/6• 691/8 IMPACT GLASS DLO GLASS DLO 4 DNEGATIVE DESIGNESIGN PRESSURELOADS BASED ON,TESTED PRESSURE AND A ———— ———————————— GLASS TABLES ASTM E-1300-04. v , 1'. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER -- — -- I I INFILTRATION TEST PRESSURE AND GLASS TABLES QASTM E-1300-04. o o 771 4' } 5.ANCHORAGE:THE 33 1/3f STRESS INCREASE HAS NOT BEEN USED w p1/q. } OVERALL IN THE DESIGN OF THIS PRODUCT.SEE SWEET 8 FOR ANCHOR 1— w ISA } FLANGE I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD z m OVERALL } ( HEIGHT } } ANCHOR CALCULATIONS. �°� T ¢I O FNE�iNGI'rE } } B } } 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT t - o T to } ( 76" } ( REOUtRED, cpv cv z ly MAX. 72" w rc tY/1 I UNIT ( a } 7.ALL FRAMES ARE FULLY WELDED. o s ti a lJ MAX, } } HEIGHT } qq 0CC HEIGHT I } i 8.SERIES/MODEL DESIGNATION PW-8300. u Q o Q w I ( 731/8" ( 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: a > > o 69 1/8' GLASS GLASS O-FIXED SASH. GLASS g DLO } } Q U m ¢ Z DLO I B } } 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR {{1180f1 } I O ( ( LOCATION. P p4t��ziORi 4y�r�rp TL 4i } I } D Ll �tt•,%jr,EN3L eI w` No 58201 ',?1 A A Lucas A.Tumer ` 8 2015-04-11 '9'. STATE of ;•w,.'' 15:04-04:00 �•�'�'••x, OR:QA'N�(.`~ rrrwt;*001841111140 ZA 000% :7- 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA-AVE.- ._. NORTH PORT,FL 34288 PH.941.380.1574 SHEET DESCRIPTION: TABLE OF CONTENTS GENERAL NOTES ANDELEVATIONS GENERAL NOTES&ELEVATIONS,......I LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE: ARCHITECTURAL GLAZING DETAILS...APES.:..............3 ANY 48"X 72" +/-55 PSF ADE 05/05/07 SECTION VIEWS...................................A DWa#: E.: EXTRUSIONS&BA.M...........................5 NON-HVHZ +/-65 PSF LARGE MISSILE IMPACT ANCHOR SCHEDULE&NOTES.........6.7 HVHZ 72 X 76 CWS-159 D INSTALLATION DETAILS.......................B tI-67.5 PSF 0AL : SHEET 1:20 1 OF 8 14-MAX.O.G.(TYP.) 4-MAX(TYP.) 8-MAX,O.C.(7YP.) 6-MAX.(TYP.) SEE NOTE 2 4-MAX.(TYP.)— SEE NOTE 2 1900 SW 44TH AVE. 6-MAX.(TYP.) T7 OCALA,FLORIDA 34474 WWW.CWS.cC 8300 PVC MAX O-C. PICTURE WINDOW14* INS LATION (TYP.) INSTALLATION IMPACT MA O.C. ANCH (TYP.) I I ANCHOR(TYP.) o '4 co I 1 uj N Lu m'11�li< ill 5: z v) 0 z Q 0) w cc z cc IL mttr m ANCHOR LAYOUT-(F66 ANCHOR LAYOUT-(FIN) OP a 0 OF+1-55 PSF I z tt"1111114111" ptDREW !se Z-�.* No 58201 NOTES: -Z-P 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, '*....... 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 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE 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 8. 4111/2015 4:ALL-INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION-RESISTANT MATERIALORCOATING. 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-JABARAAVE.- 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 8. PH.941-380.1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONGRETEICMU 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 RECURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX 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: ADE 05/05/07 8.WOOD OR MASONRY OPENINGS,BUCKS AND SUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. uwa—4- SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TASLE1.SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 9,SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: NCEALEI SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAlWDMA 250(SOX WINDOWS),FMA/AAMAIWOMA 300(EXTERIOR DOORS) 1:20 V1Y11t��®�0 wlNaow SYSTEMS 4"MAX.(TYP.) —8"MAX.O.C.(TYP.) 1900 SW 44TH AVE. �- 6"MAX.(TYP.) 7 SIB"MAX.O.C.(TYP.) SEE NOTE 2 4-MAX.(TYP.)- SEE NOTE 2 OCALA,FLORIDA 34474 6"MAX.(TYP.) WW W.CWS.CC_______ ———————————————— ——----- L 8300 PVC ' I i I PICTURE WINDOW 8. 7 518• I I MAX O.C. I IMPACT MAX .C. i (TYP.) � rro oamoolW-- I INSTALLATION i O I INSTALLATION p� O I ANCHOR(TYP.) I ANCHOR(TYP.) ¢ m I I I F 2 0 cn o F o 7 I I I W � a o � I I a a O CC I I I I W a a a a > > m 5 ————————— ———————— ——————___—__-- — •: O U CD Q Z — ANCHOR LAYOUT-(FIN) ��0.011pREjN f ANCHOR LAYOUT-(FLANGE) DP+!.65 PSF DP 65 PSF P�CNB ��JG v • No 58201 �7' 0 .'`6 9; STATE OF � NOTES: 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. ��i4 SoONA; 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 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 4/1 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET S. LUCAS A.TURNER,P.E. 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 FL PE#58201 1239JABARA AVE; - BE PROTECTED TO PREVENT REACTION. NORTH PORT,FL 34288 5.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 PH.941-380-1574 SPECIFIED IN TABLE 1,SHEET B. 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. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. ADE 05/05/07 B.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. DWG u: RE •: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET B. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED, CW S-159 D 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), FMAIW DMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 120 7 OF 8 MIN.EMBEDMENT SEE TABLE I SUBSTRATElJ- (5Lf4�(1W/LJU(i TYPICAL HEAD ANCHORAGE BY OTHERS WINDOW SYSTEMS 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. MIN.EDGE DIST. SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474 SEE TABLE 1/4"MAX.SHIM SEETABLEI WWW.CWS.CC SUBSTRATE BY OTHERS MIN.EDGE DIST. SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT 8300 PVC PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR BY INSTALLER SEE TABLE 1 PICTURE WINDOW INSIDE AND OUT MIN.EMBEDMENT O ❑ SEE TABLE 1 IMPACT SEALANT BEHIND FLANGE BY INSTALLER (-('1J 1/4"MAX.SHIM � � o PERIMETER SEALANT m o o Iw PERIMETER SEALANT BYINSTALLER p o a o O BY INSTALLER INSIDE AND OUT INSIDE AND OUT u Y w w INSTALLATION ANCHOR w � p O >- SEALANT BEHIND SEE TABLE 1 I- w ¢ ¢ m FLANGE BY INSTALLER SEALANT BEHIND INSTALLATION ANCHOR FIN BY INSTALLER O o 0 � Z �B� HORIZONTAL SECTION /C1 HORIZONTAL SECTION 0! a Ini 9 SEE TABLE 1 B TYPICAL JAMB ANCHORAGE B TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION N N 22 ¢ z O ow ¢ (L a d a ¢ q 0 0 0 o w ❑ 7 7 7 SEALANT BEHIND 1/4"MAX.SHIM O U m ¢ Z RANGE BY INSTALLER o �puuurrq PERIMETER SEALANT �� 6 Ps10F20""' BY INSTALLER MIN.EMBEDMENT ..........E N ��� SEE TABLE 1 No 58201 NSIDE AND OUT :J M 01 SUBSTRATE BY OTHERS ?a'z SEE TABLE 1 9�� STATE OF .u z MIN.EDGE DIST. ¢O �� SEE TABLE 1 %.n'. p %2. SEALANT UNDER SCREW A VERTICAL SECTION l i6"*4-0.R..%.0*-" �o HEAD BY INSTALLER TYPICAL SILL ANCHORAGE 4/11/2015 STAB!E 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. FRAMETYPE SUBSTRATE TYPE ANCHO TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLANGE` —CONCRETE(2;0 KSI MIN.) - 3116" MTA ON 1-1/2" " --` 1-1/81239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/ " TAPCON 1" 2" BYRINSTALRSEALANT---V,//,/ NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 6"qLCO ULTRACON 1" 1„ INSIDE AND OUT PH.941-380-1574 D HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 8 BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0 3/16"ITW TAPCON 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE E(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10.16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 FLANGE (33 KSI YIELD MIN TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" ) DWO p: REV.: 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 FLANGE 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 D 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET FIN 12X MIN.SOUTHERN PINE(G=0.55) 178 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS, 1:2 8 OF S � �T-M Page 1 of 2 s y�'q„c v�'7 e r��,�'3's 14t� _�,Km-s f ..u h �� � �-�..! e r ✓ u�'Y.Ka �, _� er.�.;r"a �MENEM . q{ li f Y rtf � ''� '€s Y j J�'a Ft ,:fit't h-z...p�t-ttTF�� k,.S� N' hf�v.,�. €� .. � f � 't .�Y t. �'n�t4 �^s � t� �}Y�U O t G,prida L�?ma mmW BCIS Home l!Log In j User Registration ! Hot Topics E Submit Surcharge Stats&Facts i Publications j FBC Staff SCIS Site Map links i Search Business',, a Product dpprovai Professibn-'alUSER:Public User Regulation .. Product Approval Menu>Product or A,policp'on Search>Application List>Application Detail , m" FL# FL11103-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative .Tay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ri 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 07121/2020 Validated By Steven M.Urich,PE J' Validation Checklist-Hardcopy Received Certificate of Independence FL11103 R2 COI EvalRep CWS-298B(SGD-8900 IMP).odf Referenced Standard and Year(of Standard) Standard Year AAMAIWDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 TAS 201/202/203 1994 Equivalence of Product Standards Certified By haps://www.fl©ridabuilding.org/pr/pr appdtl.aspx?param=wGEVXQwtDgtta.Gslp3Gvut... 7/1.5/2015 VIVIlua j3unu111g i-we untme Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/2012015 Date Validated 04/23/2015 Date Pending FBC Approval 15 Date Approved 06/2312 Summary of Products FL# I m9dal"Xumber or Name Des4ription 11103.1 /KGD-4600 PVC Sliding Glass Door. SGD900 PVC Sliding Glass Door. Limits of Use Instillation Instructions' Approved for us in HVHZ-Yes FL11103 R2 11 CWS-2986(SGD-8900,TMP)j)d Approved for us outside HVHZ:Yes VerlVied By:Lucas A.Turner 58201 Impact Resista :Yes Cr ted by independent Third Party:Yes Design Pressur +60/-60 EvAluation Reports Other:Large Mis le,DP 60 psf,Max.panel size 4'x VL11103 R2 AE DuPont SGP NOA 11-0624 02.0d 8'.Config.include XXOI OXO,OX,XO.Glass complies to /il-11103 R2 AE EvalRef)CWS-2986(SGD-8900,IMP),j)d ASTM E1300-04. FL11103 R2 AE Ouanex(Mikron)NOA 12-1017 02.r)d Created by Independent Third Party:Yes Back Next Contact U 1940 North Monroe Street,Tallahassee Fl.32392 Phone:850-487-1824 1824 The State of Florida is an AAtEEO employer.Copyright 2007-2013 State of Florida.::Priypcv Statement*:Accessibility Statement::Refund Statement Under Florida low,email addresses are public rewrds.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(l),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 emalts 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 b_erp—. Product Approval Accepts: KI rim ED M4 https://www.floridabuilding.org/pr/pr_app_Atl.aspx?param--wGEVXQwtDqttaGslp3Gvut... 7/15/2015 8 (TYP) �� 'tY0.VitdSUUtlt1'• 6"MAX. 12_MAX O.C. I —4"(TYP) ) WINDOW SYSTOMS (TYP) i ! (fYP) 1900 SW 44TH AVE. OCALA,FLORIDA 34474 — W W W.CWS.CC —F 6"MAX x. 8900 PVC 18,('TYP Mo.04. SLIDING GLASS DOOR-IMPACT LL7 N N O F- � O 9 d W m C.) U O i c o fq N N ZLuW LU O w a a 81 o � o s o m d O ���unurrrr ,,�ti�4 pg10RE4y Trir v No 58201 ANCHOR LAYOUT NOTES: STATE OF 4U 1.INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. Ca 2.SHIM AS REQ'D 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 �Q� BE 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. 4/3/2015 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 BE LUCAS A.TURNER,P.E. PROTECTED TO PREVENT REACTION. FL PE#58201 - -- 5 .INSTALLATION ANCHORS 6. NORTH PORT,FL 34288 BE"lN ACCORDANCE W 1TH ANCHOR MANUFACTURER'S 1239 JABARA AVE. FACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE i,SHEETEET 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. INSTALLATIONS SHEET DESCRIPTION: TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS ANCHOR SCHEDULE AND BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:2"FOR MASONRY,i"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. ADE 06/03/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DwG#: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-298 S FMAIAAMA 100(FIN WINDOWS),FMAtAAMA 200(FLANGE WINDOWS),FMAIWDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS). SCALE: SHEET iz0 5OF6 TYPICAL HEAD ANCHORAGE ll ///nL\}�'/�/ 2 7/16"MIN. MIN.EDGE DIST. 1/4"MAX.SHIM `�"""""® • SEE TABLE 1 WINDOW SYSTEMS INTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34.474 W W W.CWS.CC SUBSTRATE BY OTHERS MIN.EMBEDMENT SEE TABLE 1 SEE TABLE 1 �[� / /Z 1 -1 7R_ 8900 PVC PERIMETERSEALANT 1/4"MAX.SHIM SLIDING GLASS BY INSTALLER o D ❑ DOOR-IMPACT INSIDE AND OUT )} O0� 2 7/16"MIN. U t2 N n oili INTERIOR 0 0 0 INSTALLATION ANCHOR SEE TABLE 1 Y MIN.EDGE DIST. W m _ SEALANT BETWEEN SEE TABLE 1 SILL RISER AND FRAME ti U Z BY INSTALLER m Pi O PERIMETER SEALANT BY INSTALLER v c Ln P INSIDE AND OUT N N Z PERIMETER SEALANT SUBSTRATE BY OTO aWr W ¢ BY INSTALLER SEE TABLE 1 o a INSIDE AND OUT p o a DO NOT COVER g HORIZONTAL SECTI WEEP HOLES MIN.EMBEDMENT 6 TYPICAL JAMB ANCHORAGE o o W SEE TABLE 1 a 5 O SUBSTRATE BY OTHERS •• SEE TABLE 1 SEE INSTALLATION ANCHOR m < Z TWO ANCHORS PER 'JIMAll" FIXED SEALANT UNDER SCREW 2 7/18" MIN.EDGE DIST. PRE-DRILLED ED HOL SH ,�vy,P..........T4, HEAD BY INSTALLER MIN. SEE TABLE 1 ER ICALSECTION 1/4"MAX.SHIM �`JG; 6 TYPICAL SILL ANCHORAGE FIXED PANEL No 58201 •P MIN.EMBEDMENT SEE TABLE 1 .Q% ;Q. -� i�:'" STATE OF ":�4J BLE 1:APP NSTALLATCONI ASTE_NE _ FIXED PANEL 0 R 1 ID..-CN 2��` (] EDGE DIST. �� S �� SU ATE TYPE ANCHOR TYPE BED MIN.EDGE DIST. 12" SEE TABLE 1 �h�,fONA.E,�" NCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 3" y tu C NCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-3/4" 1" f HO OW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 3" ❑ 4/3/2015 lHOLLOWQR GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" MAX O.C. 3G-0 LUCAS A.TURNER,P.E. 2X MIN.SOUT E(G=0.55) 3/16"ITW TAPCON -3/8" 1" FL PE 4 58201 1239 2X MIN.SOUTHERN PINE(G=0.55 CREW 1.3/8" 1" JABARA AVE. 16 GAUGE(0.060")MIN.STEEL STUD 410.16 HILTI KWIK-FLEX OR W FULL THREAD FIXED PANEL CLIP NORRTHTHPORT,FL 34288 R 7/16" CLIP ANCHORS MUST PH.941-380-1574 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" BE LOCATED A MINIMUM �o SHEET DESCRIPTION: 1!8"ALUM.(6063-T5 MIN.)OR 410 GRADE 5 SELF-TAPPING/ FULL THREAD DISTANCE OF 3"AWAY 1!8"STEEL(33 KSI MIN.) DRILLING SCREW 7HRU 0.125" 7116' FROM ANY MAIN FRAME GENERAL NOTES AND F00=D PANEL CLIP ANCHORS INTO: ANCHOR. ELEVATIONS CONCRETE(2.0 KSI MIN.)OR 3/16"ITW TAPCON 1" 3" INSTALLATION DRAWN BY: DATE: HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) ANCHOR(TYP) �O�HORIZONTAL SECTION ADE 06/03/08 FIXED PANEL CLIP ANCHORS INTO: FIXED PANEL CLIP DETAIL 6 FIXED PANELANCHORAGE DWG a: REV.: CONCRETE(2.85 KSI MIN.)OR 3116"ELCO ULTRACON 1-1/4" 2-1/2" CWS-298 B HOLLOW OR GROUT-FILLED CMU(ASTM C-90) scALE: SHEET NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TABLE 1. 1:2.67 6 OF 6 ,..avaauts a...ut.iil.t�',e.,V11tL i1121.111GLIA-L Page 1 of 2 t irr.m,•.- "6j F flontla C�p�:invent Bas Home Log In ; User Registration j Hot Topics ; Submit Surcharge ; Stats&Facts Publications 1 FBG Staff ; BCIS Site Map links tl Search ! 3usinessr a'rofessibftalUSER:Public Regulation Product Approval Menu>Product or Application Search>Application List>Application Detall FL# FL16735-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived _ Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ;J 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 07/21/2020 Validated By Steven M.Urich,PE R- Validation Checklist-Hardcopy Received Certificate of Independence FL16735 R1 COI EvalRep CWS-8678(HS-8200 74x63 WZ3 IMP)Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu8obl%2fZm... 2/25/2016 Page 2 of 2 Sections from the Code Product Approval Method Method I Option D Date Submitted 04/14/2015 Date Validated 04/16/2015 Date Pending FBC Approval 04/19/2015 Date Approved 2015 Summary of Products FL# Model,Number or Name De cription 16735.1 HS-8200 PVC Horizontal Slider "cl-8200 PVC Horizontal Slider,Impact,74"x 63*,XO or Limits of U e 'Installation Instructions: Approvedf or use in HVHZ:No FL16735R1 11 CWS-8678(HS-8200,74x63,WZ3, V Approve for use outside HVHZ:Yes IMP).pd Impact R sistant:Yes Verified By:Lucas A.Turner 58201 1 ir Design Pr ore:+50/-50 Created by Independent Third Party:Yes Ss I �Z + Other:Large issile"D",WZ3,DP+ psf.Glass Evaluation Reports rt4 complies with A FL16735 R1 AE EvalRen CWS-8678(HS-8200,74x63, WZ3,IMP)j)d Created by Independent Third Party:Yes 16735.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider,Impact,111"x 63',XOX. Limits of Use Installation Instructions Approved for use in HVHZ:No FL16735 R1 II CWS-868B(HS-8200, 111x63,WZ3, Approved for use outside HVHZ-.Yes IMP).Qd i Impact Resistant:Yes Verified By:Lucas A.Turner 58201 Design Pressure:+50/-50 Created by Independent Third Party:Yes Other:Large Missile"D",WZ3,DP=/-50 psf.Glass Evaluation Reports complies with ASTM E1300-04. FL16735 R1 AE EvalReo CWS-8686(HS-8200, 111x63. WZ3,IMP).od Created by Independent Third Party:Yes sack I Next Contact U :1940 North Monroe Street,Tallahassm 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 z 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 850A87.1395.-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 dick here. Product Approval Accepts: MwEgm secuuritvmmi,zucS mom https://www.floridabuilding.org/pr/pr—a-vp—dtl.aspx?param=wGEVXQwtDqu8obl`/`2flZm... 2/25/2016 GENERAL NOTES: HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH OTHE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL 0 IMPACT 1900 SW 44TH AVE, USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474 WWW.CWS.CC THIS PRODUCT MAY_NQNOT USED IN THE HIGH VELOCITY HURRICANE - 75114"MAX.OVERALL FLANGE WIDTH ZONE HVHZ)08 IN ASTM E 1996 WIND ZONE 4 AREAS. 8200 PVC 74"MAX,UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) HORZ.SLIDER 33"GLASS DLO 3,CONFIGURATIONS:'OX",'XO'. IMPACT A 4,DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND LO -T GLASS TABLES ASTM E-1300-04. rj INFILTRATION TEST PRESSURE AND GLASS TABLES -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ASTM E-1300-04. Y LU 941/4" 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED w ¢ m MAX. FLANGE B B IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Cn HEIGHT I DETAILS. WINDLOAD DURATION FACTOR Cd=1,6 WAS USED FOR WOOD z ANCHOR CALCULATIONS. 0 U) 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT w Z LU 61 REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT 0 0 CC I w 0 E 3" 0. id MAX. UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT UNIT I C C MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND 1= HEIGHT59 WWI 0 MAX. FLYING DEBRIS. 0 3 Cn 0 SASH w HEIGHT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT a USED AT FIXED MEETING RAIL AND HEAD/SILL, 03 ¢ 0 8.SERIES I MODEL DESIGNATION HS-8200. z t%%111118firl, 5813116 11 t-B-1\ RE vA, "re, GLASS 0N p�,Df DLO S.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: 0.,C. ..........T6'fol. T X-OPERABLE SASH,0.FIXED SASH E N s'% % No 58201 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. D 11.EXTERNAL WEEP SLOT=1/41'x I"LOCATED 4"FROM BOTH ENDS. STATE OF W A 0is.% 4ri OR10A,D ........ 10 IN A L -0' 33"GLASS OLD Lucas A.Turner 6'MAX.SASH w1DTH 2015-04-11 15:16-04:00 4/11/2015 LUCAS A.TURNER,P.E. -FL PE#58201 1239 JAGARA AVE, NORTH PORT,FL 34288 PH.941-380-1574 GHEE TDESCR P ION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS ORAWN BY: DATE: ADE 10/10/13 GENERAL NOTES&ELEVATIONS...........1 rhi REV.: SECTION VIEWS&GLAZING DETAILS. 2 MAX. UNIT DESIGN PRESSURE RATING IMPACT RATING EXTRUSIONS&B.O.M...............................3 CWS-867 ANCHOR SCHEDULE&NOTES................4 74"x 6311 +/-50 PSF LARGE MISSILE IMPACT 3599.-1 SHEET INSTALLATION DETAILS...........................5 1:15 1 OF WINDOW SYSTEMS 121/2'MAX.O.C.(TYP.) 1900 SW 44TH AVE. 3"(TYP.) 4-MAX.(TYP.) W MAX.O.C.{TYP.) OCALA,FLORIDA 34474 6"MAX.(TYP.) SEE NOTE 2 WWW.CWS.Cc 6"MAX,(TYP.) 3. SEE 4"MAX,(TYP.) CATION 8200 PVC AN (TYP-) I HORZ.SLIDER —_INSTALLATION t ANCHOR(TYP.) IMPACT MAX.O,C. CIYP.) 41 171, F- 0 cy MAX O.C. rin< (TYP.) W co 0 z im LL w(9 z > a a� cc I 0 cc LLI w w LL cr ____ � � ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) 00 ¢ 0 punurrrr IZI ,,'¢' x4ORr=4V Iff', Na 58201 NOTES: STATE or 0 0 lo.-I 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. "I........ /ON L 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/411. USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE 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 5. 4111/2015 LUCAS A.TURNER,P.E. 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 TREATEDWOODMUST FLPE#58201 SE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE, FIL 5.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,PH.941-380-1 34288 574 SPECIFIED IN TABLE 1,SHEET 5. SHEET DOCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/GMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND !NSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE i X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,I"FOR WOOD AND METAL. ADE 10/10/13 B.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. 6Wr.#: - REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET S. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-867 B S.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: &0Rr, SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 120 40FS MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE I SUBSTRATE BY OTHERS WINDOW SYSTEMSffl MIN.EDGE DIST. 114"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE SEE TABLE I SEE TABLE I BY OTHERS 1900 SW 44TH AVE. - OCALA,FLORIDA 34474 SEE TABLE I 1/4'MAX SHIM .CWS.CC WWW SUBSTRATE BY dTHERS -7 7 / I - SEE TABLE 1 MIN.EDGE DIST. MIN. BEDMENT SEE TABLE 1 PERIMETER SEALANTEM SEE TABLE 1 8200 PVC BYtNISTALLER INSTALLATION ANCHOR HORZ.SLIDER INSIDE AND OUT SEE TABLE 1 MIN.EMBEDMENT SEALANT BEHIND O i SEE TABLE I IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM —————————— PERIMETER SEALANT PERIMETER SEALANT BY INSTALLER BY INSTALLER INSIDE AND OUT —————— �e 0Lu INSIDE AND OUT INSTALLATION ANCHOR m >_ SEALANT BEHIND SEE TABLE i w m INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND cl) SEE TABLE I FIN BY INSTALLER z HORIZONTAL SECTION C LD HORIZONTAL SECTION LD TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION w :k > C) LU cc: W �U O LU CC 1/4"MAX.SHIM SEALANT BEHIND FLANGE BY INSTALLER Z81 BYINSTALLE PERIMETER SR %��c EALANT ENT 0,P�ORE W . ......... INSIDE AND OUT $ri.1'� .0\0 F 0, 4� No 58201 . _ 'j SUBSTRATE BY OTHERS--/ SEE TABLE I MIN.EDGE DIST. SEE TABLE I 33 STATE OF I-A-"\ VERTICALSECTION TYPICAL SILL ANCHORAGE ....... 4/11/2015 APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST., -PE#58201 FL FLANGE CONCRETE(2,0 KSI MIN.) 3/-16".ITW-TAPCON 1-1/2" OERIM!ifdkSliALANT--�"— 1239 JABARA AVE. FLANGE HOLLOW OR GROUT-FILLED_CMU(117 PCF MIN.) 3116'rrW TAPGON 1" 2' BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON V 1. INSIDE AND OUT HORIZONTAL SECTION PH.941-380-1574 z ELCO ULTRACON 1-1/4" 2-1/2" BOX FRAME INSTALLATION SHEET DEscRl-pTTb-ff:— FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"tt"PCONHEAD AND SILL SIMILAR FOR BOX INSTALLATION FLA 2X MIN.SOUTHERN PIN OR ELCO ULTRACON 7/8" INSTALLATION DETAILS FLANGE 2XMIE(G.0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, b_Raw_WffN-_-DAT9—' FLANGE 16 GAUGE(0.060")MIN,STEEL STUD #10-16 HILTI KWtK-FLEXOR ITW FULL THREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 10/10/13 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED bWG—#. FLANGE 1/8"ALUM.(6063-75 MIN.)OR #10 GRADE 5 SELF-TAPPING J FULL THREAD 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. GWS-867 1/8"STEEL(33 KSI MIN,) DRILLING SCREW THRU 0,126' PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS _9_cmr�_ SHEET FIN 12X MIN.SOUTHERN PINE(G-0.55) f/B WOOD SCREW 1.1/2' 1 SHOWN FOR FLANGE WINDOWS. 1.2 5 OF 5 i-xviiva"LuiLutug wut;vuune JJ Page 1 of 2 tnr'd'x°'t+,r�'t� r,L J�i'•�,5 7 r t ., tCt r a 1� fj � : yd _y TG�i23i. r " ` 6.9^z�'' Honda Depmentq BCS Home Log In ; User Registration Hot Topics Submit Surcharge Stats&FadS Publications i FK Staff 1 BCIS Site Map J Links ; Search I Business�(�) { Product SProfessal Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail x S.cr`: x a�a.{• -:.�.,�.. FL# FL16177-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. 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 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 07/21/2020 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL16177 RI COI EvalReo CWS-8126(SH-8100 IMP NoSillAnch)odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By haps://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8Qt... 10/27/2015 rlonda Bulldmg Code Onlme rage z or L Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 SummarV of Prod FL# M ,Number or Name Description 16 .1 -8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. emits of Use Installation Instructions Approved for use to HVHZ:Yes FL16177 R1 II CWS-812B(SH-8100,IMP,NOSillAnch).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other:SH-8100 PVC Impact,no sill chors required. FL16177 R1 AE DuPont PVB NOA 13-0129 27.odf Safety glazing required on outer ' above 30 ft.in HVHZ. FL16177 R1 AE EvalReD CWS-812B(SH-8100,IMP, Glass complies to ASTM E13 4. NoSillAnch).odf i FL16177 R1 AE Ouanex(Mikron)NOA 12-1017 02.0f Created by Independent Third Party:Yes Back Hext Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850487-1824 The State of Florida is an AA1EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a 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 dick here Product Approval Adepts: ..z,, ® z sccurih-su:'rmc.i- https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y_.. 8/4/2015 GENERA SINGLE HUNG - LARGE MISSILE IMPACT 1.THEP PRODUCT SYSTEMS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SySTEpgS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 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 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 53 1/8"MAX.OVERALL FLANGE WIDTH 8100 PVC 3.CONFIGURATIONS:"ODC. SINGLE HUNG 51 7/8"MAX.UNIT WIDTH IMPACT 4.DESIGN PRESSURE RATING: 4711/16"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300.04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE.WATER �n N INFILTRATION TEST PRESSURE AND GLASS TABLES a Fw- 21 ASTM E-1300-04. 63" 5._ I _ 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED o MAX, - - IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR H- OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w m m FLANGE ANCHOR CALCULATIONS. O Z HEIGHT ® N O B I B GLA556" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE � o DLO NOT REQUIRED. o m N O Z I I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w ¢ O Q 613/4" t I USED AT FIXED MEETING RAIL AND JAMB. ° = a MAX. LL Q UNIT B.SERIES/MODEL DESIGNATION SH-8100. a o U HEIGHT p w W 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X=OPERABLE SASH,0=FIXED SASH `n a z 303/16- I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR MAX. 267/8" LOCATION. °°°°0°rORE11"0j�i SASH GLASS HEIGHT j DLO 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. `°,pG;P�OEAIS ' B .�V F '.l 6 .Jr No 59201 S I I 6 I , I Lucas A. '9=, STATt OF Turner 4OR+oP�,�`,o�• s A 15 1504: 00 ,+S rarrrrrrr°C, `, A A1-E°°°� 451116 Z� GLASS DLO 48 3/8" 4111/2015 MAX.SASH WIDTH LUCAS A.TURNER,P.E. FLP # 820 ------ 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCR PTIO GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN SV: DATE: GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING Dar: REV.: SECTION VIEWS.................................3 RATING GWS-812 B EXTRUSIONS&B.O.M........................4 ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE: SHEET INSTALLATION DETAILS....................6 1:15 1 OF 6 W MAX.(TYP.) 17"MAX.0. P. ) WINDOW SYSTEMS 6"MAX.(TYP, 1900 SW 44TH AVE. OCALA,FLORIDA 34474 -- -- -- WWW.CWS.CC �+ 101/2" 1 1 SEE NOTE 2 8100 PVC MAX,o.c, (TYP.) SINGLE BUNG -+--- INSTA CATION IMPACT ANCHO (TYP.) I I In N f— Q O � � L —�MTO MIL ~ 4"(TYP.)—J w m m m N Z `, a o O L 101/2" /9 `u w zW MAX.O.C, w ° ¢ (TYP.) CL ^ O LL 1 4 QOUS U W 0 ¢ O 4' (TVP,) __ —— —— m Q Z "ttltlt/elft/ 4"( P.) NO ANCHORS REQUIRED IN SILL �°� 5•••GEIV••'•G ��i ANCHOR LAYOUT-(FLANGE) `�JGP;•� SF P2� 58201 :P NOTES: :9:, STATE or- 1. F1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. ...0. R 2 SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. N 3,ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/1`1/2015 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 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS1239 JABARA AVE. ,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 DESCR PT DN: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X 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. 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. BAT 06/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. o n: R v.: CWS-812 B 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), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:15 5 OF 6 TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT WINDOW SYSTEP�iS MIN.EDGE DIST. SEE TABLE I SUBSTRATE SEE TABLE 1 114'MAX.SHIM ByOTHERS 1900 SW 44TH AVE. TABLE SUBSTRATE BY OTHERS SEETA z 1 OCALA,FLORIDA 34474 SEE TABLE 1 MIN.EMBEDMENT PERIMETER SEALANT SEE TABLE 1EDGE DIST, BY INSTALLER SEE TABLE 1 8100 PVC INSIDE AND OUT I SINGLE HUNG SEALANT SEHIND INSTALLATION ANCHOR— FLANGE BY INSTALLER 1/4"MAX,SHIM SEE TABLE 1 IMPACT tv CUD, PERIMETER SEALANT N, BY INSTALLER lu 9 INSTALLATION ANCHOR INSIDE AND OUT SEE TABLE I SEALANT BEHIND (j) FLANGE BY INSTALLER L3 z CONTINUOUS DOUBLE 3!164 BEADS OF rf3"N HORIZONTAL SECTION TAEMGLAZE U1600 SEALA14T AROUND TYPICAL JAMB ANCHORAGE 8 0:�! PERIMETER AT ALL INDICATED POINTS T s E BETWEEN FRAME AND SUCK BY INSTALLER, CC 1/4"MAX.SHIM d8 aUS SEALANT BEHIND FLANGE BY INSTALLER 0 PERIMETER SEALANT N.E EDMENT INSIDE AND BYINSTAND OUT LLER SEE TABL I 0 I,tORE .......... SUBSTRATE BY OTHERS No 58201 % SEE TABLE III -MIN.EDGEDIST. SEE TABLE I -u VERTICAL SECTION 0STATE OF TYPICAL SILL ANCHORAGE i 0 4111/2015 TABLE is APPROVED INSTALLATION FAS ERS --LUCAS A.TURNER,P.-E. SUBST TE TYPE ANCHOR TYPE MIN.�MBEDMENT MIM EDGE DIST. FL PIE#58201 PERIMETER SEALANT 1239 JABARA AVE. NARETE(2.0 KSI MIN.) 3f16'ITWTA CON 1-1181, BY INSTALLER OPLOW ORGROUT-FELLED CMU(1}7PGF MIN.) 3116-!TW TAPOD INSIDE AND OUT NORTH PORT,FL 34288 N 2" PH.941.380-1574 3/16"ELCO ULTRACON T, CO CRETE(2,85 KSI MIN.) C HORIZONTAL SECTION S CO H CD Box FRAME INSTALLATION SHEET F)ESCRIPTION: GROVQT-FILLED CMU{ASTM C-so) 3116*ELCO ULTRACOq�� 1-1/4" 2-1/2" HEAD AND'SILL:SIMILAR FOR BOX INSTALLATION ZXMINL!0U,T'HEsN PINE(G-0,55) 3/15-IlW TAF`Cgb�— 1-3/8" 7/8" INSTALLATION DETAILS _XI OR EL CON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, ZX MIN.SOUTHERIT116�0_,55 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY; - DATE: I ��ttMOOD SCREW 16 GAUGE(0.060-)MIN.STEEL STUD #10-16 HILT[KWIK-FLEX OR ITW FULLTHREAD, BAT 0611$!12 i (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG RA WFV—.. 116'ALUM.(6063-15 MIN.)OR Itio GRADE INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 1/B'STEEL(33 KSI MIN,) PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREME CWS-812 B FULL AS DRILLING SC THRU 0.125" 7116' SHOWN FOR FLANGE WINDOWS. SCALV: SHEET ..........__ 1 1:2 6OF6 Monda Building Code Online it Atlli6l�- Page 1 of L 3 t A�..- "r- 4:e `er z<.' ` e ?x i--�—' �(/,�/I.r'�(1-� a ,>;w,.._, `---r-� ��` S �. � - a43 �ast > �-� •� rl r'7} � � °r= �1m HOlidd Depertment! SCIS Home ? Log Inj I User Registration Hot Topic t Submit Surcharge Stats&Facts , Publications i FBC Staff ; BCIS Site Map Links ; Search j Businesz- aProductApprovalProfessibnal Regulation Product Approval Menu>Product or ADDiication Search>Application List>Application Detail L' �a ° y FL# Fl9520-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer M' 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 04/10/2016 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL9520 R5 COI EvalReo CWS-836A Q in Mull IMP)odf Referenced Standard and Year(of Standard) Standard Year HAMA 450-06 2006 ASTM E1886-05 2005 ASTM E1996-09 2009 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZ12q... 12/30/2015 1-1V114140UL1ULILIg%-oue vnime Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/28/2015 Date Validated 04129/2015 Date Pend i,n BC Approval 05/06/2015 Date Appr ed 06/23/2015 SU ry of Products FL 1),indel,Number or Name Description 9 0.1 3'Alum.Tube Mullion 3"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACT) ApprovedLarge 6 i mits of Use Installation Instructions; mits of Use /Approved f use in HVHZ-Yes FL9520 R5 II CWS-836A in Mull,IMP).i)df P d or use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact sistan t:Yes Created by Independent Third Party:Yes Desi Pressure:N/A Evaluation Reports Ot si rg- r S Ot r:Large Missile Impact;See Installation Instructions FL9520 R5 AE EvaiRep CWS-836A(3 in Mull,IMP).odf t.2� Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. 9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9520 R5 11 CWS-837A(4 in Mull,IMP).od Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Impact;See Installation Instructions FL9520 R5 AE EvalRep CWS-837A(4 in Mull,IMP).od and Evaluation Report for complete list of Limitations and Created by independent Third Party:Yes Conditions of Use. 9520.3 5 1/2"Alum.Tube Mullion 5 1/2"Alum.Tube Mullion,Horizontal&Vertical,Fin& I Flange applications.(IMPACT) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL9S20 R5 II CWS-838A(5.5 in Mull,IMP).pdf Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Impact,See Installation Instructions FL9520 RS AE EvalRer)CWS-838A(5.5 in Mull.IMP).pdf and Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes Conditions of Use. F------1 Next Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone-850-487-1824 The State of Florida is an AAJEEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessi6fty Statement:-.Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request do not send electronic mail to this entity.instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email Address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick hq_re. Product Approval Accepts K]N�99 E9= securimmi'Truc!s https://floridabuilding-org/pr/Dr a-pri dtl.aspx?param=wGEVXQwfDqvlHvmuJRWcZl2q... 12/30/2015 GENERAL NOTES: ambpo.0 3" PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH WINDOW SYSTEMS (////��IIT�IIT((—��//�J1IJI SHOWN W/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH 1900 SW 44TH AVE. VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 S FLORIDA E. D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 34474 W ALA,FL.CC 2.CONFIGURATIONS(SEE SHEETS 2-3):VERTICAL OR HORIZONTAL. 3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH. 3"PVC (REFER TO SHEETS 2-3) MULL BAR 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. O Ln 5.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. N h- 6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER o Cl ANCHOR CLIP — - - —-- —— — ANCHOR CLIP DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. } A I C 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT w CO 6 7 APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE O Z APPROVAL. O O I 6 O I O 8.RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY �` D) APPLICABLE LOCAL LAWS,BUILDING CODES,ORDINANCES OR OTHER SAFTEY N Z W REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, w Occ BUILDING OWNER OR CONTRACTOR. o a. 9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS c DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY = ow X I X I I �( CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR EXTRUDED ALUMINUM. ¢ z Q I Q I I Q I 10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE +,{{{I{�{►I G F E DSHOWN HERE IUNIT WIDTH N HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS ',`+`+��P�O E 1,1,. 1 10 g g ANCHOR CLIP--JVPS•v\ S��'p2 y 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. 2,: No 58201 EXAMPLE HORIZ/.VERT.MULLION * * t FOR SECTION VIEW ONLY = ANCHORCLIP ��'. STATE OF •:��� �, �•.,o Lucas A.Turner •,RFs..<•0 R+;?.� 2015-04-27 , S�ONA�{E?+`+ 21:00-04:00 i I O 1 4/2015 LUCAS A.TURNER,P.E. FL PE#58201. -- 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 I X I I X I I I I SHEET DESCRIPTION: TABLE OF CONTENTS IJ /� GENERAL NOTES AND Ll 1J ELEVATIONS GENERAL NOTES&ELEVATIONS...............1 _ DRAWN BY: DATE: DP CHARTS.................................................2.3 ADE 09/27/12 BOM&EXTRUSIONS.....................................4 ANCHOR CLIP S O S.................................................5 R P: DWG EV.: SECTION VIEWS.........................................6.7 EXAMPLE VERTICAL MULLION FOR CWS-836 A CONFIGURATIONS&ANCHOR NOTES.......8 PVC WINDOWS FOR SECTION VIEWS ONLY INSTALLATION DETAILS..........................9.10 sCAL : SHEET 1:25 1 OF 10 ITEM I PART# IDESCRIPTION 'T"MULLBAR CLIP "L"MULLBAR CLIP 1 H-1758 1 3/8"x 3"MULLION TUBE LINE ITEMS NOT USED: FRAME TYPE OPENING F-1522-XXX) (F-1767-XXX) n��®ryy17� 2 #10 OR#12 HEX WASHER HEAD TEK SCREW'(see note below) 15-6,12 NEW F-1522-013 F-1767-001 WIND SYSTEMS 3 #10 x 1 1/2",PANHEAD PHILIPS ZINC FLANGE 1900 SW H AVE. 4 #10 FLAT WASHER RETRO F-1522-006 F-1767.001 1900 SW 44TH AVE. 7 S-1897 MULLION CLIPFIN NEW F-1522-013 F-1767-004(L&R) OCAL,FLORIDA 34474 8 SEALANT RETRO F-1522-013 F-1767-004(L&R) 9 S-1895 DRIP CAP NEW NOT RECOMMENDED F-1767.001 10 S-1896 FLANGE ADAPTER BOX RETRO F-1522-006 F-1767-001 3"PVC 11 S-6018 MULLION INTERIOR COVER MULL BAR 13 P-M6 MULL BAR CAP 14 F-1522-013 3"SLOTTED NEW CONTRUCTION FIN MULL CLIP IMPACT 15 F-1522-006 3"SLOTTED T-CLIP 16 F-1767-001 L-ANGLE 3"MULL CLIP,STANDARD �n 17 F-1767-004L L-ANGLE 3"MULL CLIP,FIN,LEFT 18 F-1767-004R L-ANGLE 3"MULL CLIP,FIN,RIGHT 19 #10 HEX WASHER HEAD TEK SCREW 20 1#10 FH TEK SCREW y j USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT w m U Z O 112' o 13/4" 11/16° 8/_3.2"_ 1-17/16" 17/16'--j 9/32° S j 7/16" 1 11 1/2° 9 I I ----.-i{I 7/16" W 2 cc 11/4° 10 I II]Si° a 1/16 L 1/16" 1/16° I 18 DRIP CAP 5.1895 113/16" 113116" MULLION INTERIOR (1 15116°) 3/e" o N COVER 5.6018 FLANGE ADAPTER S-1896 13/16" w O 2 7/16" ]L4 111/16" (17/8") 4 Z 1 3/8" 4 1J8" '1 13/16" III I 1/4 (TMP) .•�`'NOREby''�•,, TOPVIEW 27/16" 15116' '4-)) .'�,\GE/JSF�'.p�G�. --4 t No 58201 213178" 2 1/16"—{ �9' ••-p: •O:C LL �9 STATE OF :At 7 1 3/4"--�-1 3/8" 3'MULLBAR H-1758 13/1 1/8" 16 231 " 1/8" fffiAfnf�N►� MULLION CLIP S"1897 1 a �----4 718"� 4/27/2015 21/4^ F-1522-006--- -- - -. FL PE#58201 P.E. LUCAS LRETRO1/e /FLANGE CLIP 1239 JABARA AVE. —A-1 /-I NORTH PORT,FL 34288 f/�J� ` PH.941-380-1574 4 7/8" SHEET DESCRIPTION: / F•1522-013 /1 NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS rjA SCORE,BEND AND BREAK TO REMOVE FIN FOR FRAME DRAWN BY: DATE; ATTACHEMENT TO MULL BAR ADE 09/27/12 DETAILA DWGa: REV.: TYP.FIN FRAME 3:1 CWS-836 A sCALE: SHEET NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 10 NOTES: ^ 1.THE MULL BAR IN FOCUS FO ANY GJn(N�j® •� CONFIGURATION IS SHOWN IN BOLD. V(YLyN1L4 TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE 2.AN INTERSECTED MULL BAR H�S OTHER M WINDOW SYSTEMS VERTICAL MULLION ERTICAL MULLION VERTICAL MULLION VERTICAL MULLION BAR(S)ATTACHED TO IT(SHOWN IN DASHES) 1900 SW 44TH AVE. THROUGH THE USE OF MULL BA'R CLIPS. AN OCALA,FLORIDA 34474 INTERSECTED MULL BAR WILL ALWAYS BE WWW.CWS.CC ATTACHED TO THE SUBSTRATE AT BOTH ENDS. }— 3.NON-INTERSECTED MULL BARS CAN BE ATTACHE TO THE SUBSTRATE AND OTHER MULL BARS. .3n PVC Zw WW MULL BAR > > J J Ig I� J J IMPACT L L I I INI LI --moi I L I r F-- OPENING SIZE-7:- -i OPENG SIZE F-- I^— OPENING SIZE OPENING SIZE h- a TWIN/TRIPLE HORIZONTAL MULLION w m m TWIN TRIPLE TWI97RIPLE VERTICALMULLION Z HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION O I r I N O co OS MING Z —————— z �SINGLE� a. a z J I TWIN OR U r, L L __ 0 ITRIPLE1 CL U.1 o m 0 —— —— I UNITS uzJ BELOW 7 L i i ¢ z I--MULLLENGTH --I I I = MULLLENGTH MULLLENGTHpSun�eg4 OPENING SIZE MULL LENGTH 0%P1yOREEVV T��6 No00 NOTES: .0 < Opt P,:�2♦ ONA� 1.AT MULLION LOCATION,ATTACH WINDOW UNIT(S)TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS.IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS,FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE,USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE(#10 OR#12)AS THE `y WOOD SCREW INDICATED IN THE WINDOW APPROVAL.TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE(3)THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR, y 4/27/2015 2.MULL CLIP INSTALLATION ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. LUCAS A.TURNER,P.E. 3.ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTEDWITH A-CORROSION RESISTANT MATERIAL OR COATING: DISSIMILAR METALS OR MATERIALS IN-CONTACT WITH PRESSURE TREATED FL PE#58201 -- WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 4.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 PH,941-380-1574 MINIMUM SPECIFIED IN TABLE 1,SHEET 9. SHEET DESCRIPTION: 5.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-1X BUCKS CONFIGURATIONS AND ARE OPTIONAL ANCHORAGE NOTES 6.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE-DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4-5. DRAWN BY: DATE: ADE 09/27/12 7.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. OWG#, REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-836 A 8.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOW ING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:1 8 OF 10 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLOMIDA 34474 WWW.CWS.CC 3"PVC MULL BAR IMPACT RETRO FIT -V ANGLE MULL BAR CLIP MULL BAR CLIP TWO REQ`D PER EACH END OF MULL MULL BAR MULL BAR INSTALLATION ANCHOR INSTALLATION ANCHOR SEE TABLE 1 SEE TABLE I U) ADD STRUCTURAL ELEMENTS 0 z ADDSTRUCTU 0 SEALANT LONG FIAL ELEMENTS SEALANT ALONG AS RFaDT0 MAKE LEVEL FOR AS REaD T MAKE LEVEL FOR OUTSIDE XPOSED OUTSIDE EXPOSED L EDGE BY NSTALLER . . . .J .L MULL BAR EDGE BY INSTALLERMULL BAR Lu > PERIMET R SEALANT PERIMETER SEALANT w cc NSTA LER BY (L 1: INSIDE 0 OUT MIN.EMBEDMENT BYINSTALLER INSIDE AND OUT MIN.EMBEDMENT SEE TABLE 1 SEE TABLE 1 SUOSTRA BY OTHERS SUBSTRATE BY OTHERS SEE TASL 1 SEE TABLE 1 MIN.EDGE DIST. C5 MIN.EDGE ST. Z I SEE TABLE I r_D_'� VERTICAL SECTION K-E'\ VERTICAL SECTION SEE TABLE I �,2� TYPICAL FLANGE(RETRO FIT) IN ANCHORAGE j� TYPICAL HEFLANGE(-L'ANGLE)ANCHORAGE fA HE ...AD AND JAMBS SIMILAR FOR FLANGE LLATION AD AND JAMBS SIMILAR FOR FLANGE INSTALLATION .... ... y. E N No 513201 -P -ccz 4/27/2015 NOTES: LUCAS A.TURNER,P.E. TABLE 1:APPRO ULL CLIP,INSTALLATION FASTENERS 1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE-FRAME. 12FL PE#.58201 - 39 JAARA AVE. SUBSTRATETYRC ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE bkST. 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288 CONCRETE(210 KSI MIN.) 3116"RW TAPCON V 3" AFTER INSTALLATION. PH,941-380-1574 CONCRETE((2.85 KSI MIN,) 3116"ELCO ULTRACON 1-3/4" 1. N SHEET DESCRIPTION: 3.RECESS RETRO MULLION CLIP 3/8"MAX.FOR CLEARANCE OF WINDOW HOLLOW 4r GROUT-FILLED,CMU(ASTM C-90) 1/4-ELCO ULTRACON 1-1/4" 2-1/2" UNIT AS NEEDED. INSTALLATION DETAILS 1 3/16"ITW TAPCON FLANGE 2XMIN,Sl)UTHERN.�INIE(G-0,55) OR ELCO ULTRACON 1-318" 7/8' 4.FOUR(4)ANCHORS REQUIRED PER-r MULL CLIP,SEE SHEETS 2-3. DRAW-BY DATE: IN 2XM ,SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 718" THREE(3)ANCHORS REQUIRED PER"L-MULL CLIP,SEE SHEETS 2-3. ADE 09/27/12 16 GAUGE 0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR 17W FULL THREAD S.SEAT MULLION TIGHT TO MULL CLIP. DWG#: -Rz- '�MIN) 60. 7/7 CWS-836 A (33 KSI YIEL TEKS SELF-DRILLING SCREW THRU O.o 7/ 6.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW 1/S"ALUM.(613-T5 MIN.)OR 1#10 GRADE 5 SELF-TAPPING MIN.) DRILLING SCREW THRU 0.125'FULL THREAD ,,�7/16` SPECIFIC INSTALLATION DETAILS. TC-ALE' SHEET 118"STEEL 1:2 9 01710 Florida Building Code Online Page 1 of 3 n161L� �ra'�`»•^ ' -. s s ao+�`s`.. r �� ? �t'`5.�..x,�,.,� q t y t'�, ,^i^� ���Mf _:".w.aea.,�'. tc.::✓.y3...._ T` ,..-.:."c'^��_."f��s ..s:G..'>�'. ;.�.-. .a:..�.-f� °�..:.�:.d' '',�^.�''Y..-.3=�T,1'`s.+F����-1�r� IcWda DeDMentd `BCIS Home ; Log In 1 User Registration Hot Topic Submit Surcharge Stats&Facts [ Publications l FBC Staff i 8CIS Site Map 1! Links ' Search Business � OUSER:\� ProductApproval ProfessiN' PublicUser Regulation Product Approval Menu>Application Detail } ' ` FL# FL15037-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived _+ Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 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 Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J.King,P.E. Ri Validation Checklist-Hardcopy Received Certificate of Independence FL15037 R2 COI Certificate Of Independence.pd Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2002 ASTM E1996 2005 ASTM E1996 2006 ASTM E330 2002 SSTD12 1999 Equivalence of Product Standards Certified By r http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPg25Crd... 1/13/2016 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method i Option D Date Submitted 05/30/2015 Date Validated 06/28/2015 Date Pend! BC Approval - 7/05/2015 Date roved 08 2015 Summary of Products FL# Model,Number or Name Description 15037.1 a.Opaque Fiberglass Door 6'8"Impact"Opaque"Fiber-Classic","Smooth-Star"or "Classic-Craft"Single Fiberglass Door with or without Impact"Sidelite or Sidelites-Outswing/Inswing(X,OX or O;OXO)Configurations Limits of Use nstallation Instructions Approved for use in HVHZ:No FL15037 R2 II Inst 15037.1.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Inst 15037.1 for Design Pressure Ratings, y FL15037 R2 AE Eval 15037.1.13df a ' ional use limitations,installation instructions a Created by Independent Third Party:Yes produ 'culars.(For Fiber0assic and Smoo r doors and sidelites,the rfldr,rr appra use of"J" part numbers for these doors and sidelites,which have been stained or painted within six months of installation.) 15037.2 b.Opaque Fiberglass Door 6'8"Impact"Opaque"Fiber-Classic","Smooth-Star"or "Classic-Craft"Double Fiberglass Door with or without "Impact"Sidelites-Outswing/Inswing(XX or OXXO) Configurations Limits of Use Installation Instructions Approved for use in HVHZ:No FL15037 R2 II Inst 15037.2.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Inst 15037.2 for Design Pressure Ratings,any FL15037 R2 AE Eval 15037.2.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. (For RberClassic and SmoothStar doors and sidelites,this product approval requires the use of"J" part numbers for these doors and sidelites,which have been stained or painted within six months of installation.) 15037.3 c.Opaque Fiberglass Door 8'0"Impact"Opaque"Fiber-Classic","Smooth-Star"or "Classic-Craft"Single Fiberglass Door with or without "Impact"Sidelite or Sidelites-Outswing/Inswing(X,OX or XO;OXO)Configurations Limits of Use Installation Instructions Approved for use in HVHZ:No FL15037 R2 II Inst 15037.3.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Inst 15037.3 for Design Pressure Ratings,any FL15037 R2 AE Eval 15037.3.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars.(For RberClasslc and SmoothStar doors and sidelites,this product approval requires the use of"J" part numbers for these doors and sidelites,which have been stained or painted within six months of installation.) 15037.4 d.Opaque Fiberglass Door 8'0"Impact"Opaque"Fiber-Classic","Smooth-Star"or "Classic-Craft"Double Fiberglass Door with or without "Impact"Sidelites-Outswing/Inswing(XX orcOXXOj` Configurations Limits of Use Installation Instructions Approved for use in HVHZ:No FL15037 R2 II Inst 15037.4.Ddf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See Inst 15037.4 for Design Pressure Ratings,any FL15037 R2 AE Eval 15037.4.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars.(For FiberCiassic and SmoothStar doors and sidelites,this product approval requires the use of"J" http://floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPg25Crd... 1/13/2016 11111 NERMAITRU ,�:....� IMAx.OVERALL ��C:' m FRAn1E wmR1 _? g gt: FRA3r.+e wm1H FRAME WMTH c VN' i# ' K THERMA TRU DOORS 1 1 B INDUSTRIAL DR., ED6ERTON,OH 43517 r� rriN11111� 2 o'm o OPAQUE FIBERGLASS DOOR _ w/and w/ort SIDELITES3 o o a IE y maa� INSWING/OUTSWiNG p z°o X E oZ �® W U o GENERAL NOTES inz cy EE @ I. This product has been evaluated and Is in compEance wilhthe Sth Mon 12014)Polido Building [_1,7MAILIIVERALL EE oz Code)FBC)sbuctutd requirements excluding the 7Figh Velocity Hurricane Zona)HVHZ). MAME WOO 377Sr4A)L 3776' 2 Product anchors sha7 be as fisted and spaced as shown an details.Anchor embedment to base OVERALL FRAMEWIDTH W material shall be beyond wall cimssingor stucco. FRAMEWIDTH� 2 3. When used in areas requiring 1vuW bone debris protection,osis product compCes with Sedan c 1609.12 of fhe FBC and does not require an impact resistant covemlg.The gl®1g meets muse level V.The assembly excludes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.122 of IEj the FBC. U 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x � z buckmasonlyconstNclian. 43 • O •00 ® X o X 5. Site conditions that deviate from the details of this drawing require further engineering analysis by o aGcensed engineer orregatered orohBeet. TABLE OF CONTEN73 I DESC SNRIPTION I ml m TVPWV.eveftns,designpressuresa erterotnoes LL ,W. 2 Srtxxl S door panel de d3s o 3 F doorpon deur 4 Cmssic detols, - 5 moo h Lor a to a g.oZr10 a r>ws ^Q 2 6 sate to e e crusa arts MAX OVERALL -MAX DESIGN PRLSSURE(F$F) _ 7 C Crafts elite aeloa AM1219 etaas ,.FRAME >,D.LD 9 Neatrantalamt seniau DIMEfJS10N_ D/MFNSfON :POSlIIVE `NEGAIVAE 10 Hor¢onlal cross sec tion 37.75'x82.00° N/A +50.0 -50.0 a 21 12 11 Verliedaonsecti scua N.T.S. F 12 VedHorizonI I cnd ctlon 79'x 820W 21.00'x 63.0" +50.0 -50.0 ° 13 Hod¢ontolansectioolcronsecYWn -- JK «c m LFS i 14 anr7lorna w.: Is oncnavl0 113.Wx82D0- 21.1M1^x 63.0` +50.0 -50.0 FL-15037.1 = y 16 o mdenabond componentsa 5 _ I _ ,3 SASE, R 16 C r .4 n I� I ON O i4 1 3 M4 vD LZ-1-j S IY,nd*n F.Schmidt pj; N.43409xc.-";by; A21., aO PAR! ASSEMBLY; BUILDING CONSU llN tpF HWZONrAL i SEC=170NS Z6FTE--rO- Ti M14 FFVCC Witm M 33595 4 NO F.AYT5 phi No,:413.850.W FBPE C,, O gal a R.W.U-1-a.. 0.1CkmAThernb Tu PGiM.WFNflHolba PlvCuti APPmralAiL-1103T1DIenInpACumriAFL•]5037Mg 111 aa C m r1 a O� �tl5{N 9 1m1H� IA �y 0 \\ Z V .. 0.19• CSMK-^I \ OYP.I m i-1/T MIN, EMB.11Y'P.) 1.114'MIN, g g EMB.RYP.1 m �1 Y •v r N 10 A o lip z n 1•I/4'MIN. EMB.PYP.) No.431O8 bt *lilt ypf a PRODUCT: Pocumulb pnpana 7 r� THERMA-TRU PE.No F474O0I •yk� F" p`� L.r�4rrrMp11``` P, a •i'• PMT OR 1VAY/ASSEURLY_„�� R,,„_BUILDING CONSULTANTS,�NC, T v Ul 1 I I IJ UPDATE TO 51H E0. 7074 FOC 1Ps <ERT>CAP.O.Box 230,Wfto,FL 335O6 L 0 DAT CROSS SECRGNS PhR a Nv.1 a13.0 .9197 REVIS10- 12 R.W. INR. 1111 711 �--1 r r "" sm I 49/16'JAMB '� • zgn D 6-9/16'JAMB -7 1 49/16 1 - i -�il'In1u11 �W4 _ L DC BUCK IRECT TO L 2X BUCK 49n6. r J Ix BU - ONRY - - D JAMB - 49/16•JAMB I 12 •' �e'=moa J 1%BUCK DIRECTTO L 2XBUCK - - 9dk' P.HEAD .HEAD Ip MASONRY J IXeucx 6-9/1CJAM8 D pp LL maa� -a JAMBS - - a JAMBS -u0 -TYP.HEAD MASONRY FRAME - FRAMEFRAME a JAMBS va TYP.-@ JAMB - BUCK TYP.SBL BUCK TO JAMB P!, BUCK 12 F1 TYP.SILL 1 TYP.SRL TYP.SRL _ 1 TYP.SBL O _ I r z N 49/16'JAMB - r - 4, -/ 1 1 1 1 I 1 ffffff W _ O 6.9/16'JAMB =0 1 r l 1 r r 1 r r DIRECTTO GI o RG MASONRY MASONRY ppl TO N 49/16'JAMB ONRY 49/16'JAMB N o O G fRAMEAx d111G OPENING FRAMEANCHORING rc g MASONRY O 6A/16'JAMB OPENING FRAMEANCxpAWG 691I6'JAMB O 8 DIRECTTO m DIRECTTO MASONRY MASONRY N IX BUCK G 2B BUCK K SEEHWGE - DETAIL " m $ CONCRE7EANCHOR NDTES: ?X E 1.Concrete anchorlocafmra at the comers may be adArsi to nmIntah the rnh edge cWance to modWjdn 2XBUCKK o 2 Concrete anchor noted as'MAX.ON CDREN'Irwd be ocW mainlafn f .edge drdarlce to madorjotrlts,addifiwlol concrete anrhas 1X BUCK G S$lATCH m moy quaed to env--a e the?7ON Cf3NB^cam ,on cmnotexceeded aDEADBOLT 3. teanehartabte: DIRECT TO N 27 pET/�L ° - MASONRY I: ANCHOR TO TYPF 3TIE &NBFDMEr/I 7CJNASONAK TOAgF/7CEHT_ NR N (ATCN6DFAD60V1)ETAR Zi a TAnw 1/4' 1-1/4' 2• 4' I% UCK 8 29 R O h 1-10.1 EICO o DT UCK L ULTRACON I/4' 1-1/4' 1' 4' 24 8/MTS? ITW TAPCON a 1.1/2' rrw ft JK n aec ar. LFS c WOODSCREW INSTAlLA710N NOTES: 24 1@IGEJAIII° SRIIVJAMe 1.Mdntarn a MNmIm SMedge dsfoncr.l-end dktaece.a l'o.Cspadrg of --L6 DETAR FL-150.77.7 woodscrews to prevent ftspgftg otwood. HINGE sasr 151 0