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HomeMy WebLinkAboutProduct Approval Windows FixedMora tlilding Code Online hq://www..floridabuilding.org/prlpr app dti-aspx?para—wGEVXQ.. Buss teS � Professi gal Regulation a` N SCIS Home Lag in. ; User Registration HotToplcs SubmtSurchage Product Approval t' USER: PubkUser Stats a Facts .Pubiteations FBE Staff 1 SMSite .Map : Unks i Search Product Aoorovat Menu > Product or Application Search > ApOcation List:> Application DetaQ' FL # Application Type Code Version Apptcation S,,,___., tatu1 Comments Archived Product . Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email i Quality Assurance Representative Address/Phone/Emaii Category, Subcategory i Compliance Method t i Florida Engineer or Architect Name. who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By .Certifkai•e of Independence Referenced Standard and Year (of Standard) FL13010-R1 Revision 2010 Approved Custom Window Systems Inc, 1900 5W 44th Avenue Ocala, FL 34474 (352) 368-6922 ' xt 207 mlafevre@cws.cc Michael LaFevre mlafevre@cws.cc. Brian Terrace 1000 SW 44th Ave, .Ocala; FL 34474 (352) 368-6922 Ext291 btenace@cws.cc 3eff'Thompson 1900 SW 44th Ave. Ocala, FL 34474 ,(352) 368-6922 Ext221 C jthompson@cws.cc 06 a in W#,. '" it 4)ou 7 c O ° c U BOO Evaluation Report from'a Florida C- Re recmi ect it Llcgn, Florida ,Professional Engineer $� p - Y7 0 m ,O Evaluation Report - Hatdco y J?,AedU C S C t C O Va 0 Turner a� HoLucasA. 2 469 PE-58201 a m d O KeystoneCertifications,.Inc. a o }o W0ca 07/21/2020 In N U¢ pam -a Steven M. Urichi PE C -6moCj mC ' Validation Checkist - Hard tC�E- v .o N Y0 CU C 1 m aL40 C- O = "a .O C a m c 107 di U CA 2 6' g' t7(Standa - O E Gi AAMA/WDMACSA/101A.+S:2/A440.6 _qC�!i� o-� d 6 Q C 005 O� ASTM E I300-04 .r G ;a +� c� >004'` `w' is ASTM E1886-05 G. '.+ i,' r `= ;2005 ASTM Ei996-02 ct`:s : a" l) c; PA TAS 201/262/203 ' :� '• 994 Florida Buifaing Code Online http://www.floridabuilding.org/pr/pi app_dtl.aspx?param=wGEVXQ.. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Cumm�w of DrnAnrfe Method 1 Option D 12/12/2011 12/16/2011 12/21/2011 01/31/2012 FL # Model, Number or Name Description 113010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window, 36" x 72". i i Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +75/-75 Other: PW-8150, 36" x 72", DP = +/- 75 psf. Large Missile Impact. Installation Instructions FL13010 R1 II CWS-433A (PW-8150, 3602, IMPACT).Pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 R1 AE DuPont PVB NOA 11-0624 01.1)df FL13010 Rl AE EvalRep CWS-433A (PW-8150, 3602, IMPACT).pdf FL13010 Rl AE Mikron NOA 11-0830 09.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 Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes I Design Pressure: +67.5/-67.5 Installation Instructions FL13010 R1 II CWS-51OA (PW-8150 7402, ContHdSl, IMP .)df Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Other: Large Missile, Dp = +/- 67.5 psf, Max. size 74 1/8" x 72". Outer lite must be safety glass above 30 ft. in HVHZ. Evaluation Reports FL13010 R1 AE DuPont PVB NOA 11-0624 01.pdf FL13010 Rl AE EvalRep CWS-510A (PW-8150 7402, ContHdSl. IMP).pdf ( FL13010 R1 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes r- 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window, 120" x 48". Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +70/-70 j Other: PW-8300, 120" x 48", DP = +/- 70 psf. Large Missile Impact. Installation Instructions FL13010 Rl II CWS-373A (PW-8300 120x48, IMPACT).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 RI AE DuPont SGP NOA 11-0624 02.pdf FL13010 Rl AE EvalRep CWS-373A (PW-8300, 120x48, IMPACT).pdf FL13010 R1 AE Mikron NOA 11-0830 09.pdf Created by Independent Third Party: Yes 113010.4 PW-8300 PVC Fixed Window PW-8300 PVC FIg/Fin Fixed Window. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Impact, See Installation Drawings for Max. size and DP's. Installation Instructions FL13010 Rl II CWS-159B (PW-8300, IMPACT).pdf Verified By: Lucas A. Turner 58201 Created by Independent Third Party: Yes Evaluation Reports FL13010 Rl AE DuPont PVB NOA 11-0624 Ol.pdf FI 13010 Rl AE DuPont SGP NOA 11-0624 02.pdf FL13010 Rl AE EvalRep CWS-159B (PW-8300, IMPACT).odf FL13010 Rl AE Mikron NOA 11-0830 09.pdf Created by Independent Third Party: Yes of 3 9/20/2013 10:12 AN PICTURE WINDOW ELEVATIONS (LARGE MISSILE IMPACT) SHOWN W/DIFFERENT OPTIONS 49 ON FL HE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ....... 1 ANCHOR SCHEDULE & NOTES ........... 2 WINDOW SHAPES................................3 SECTION VIEWS...................................4 EXTRUSIONS & B.O.M..........................5 INSTALLATION DETAILS......................6 ESIGN PRESSURE RATING +1-70 z� PROPRIETARYAND CONFIDENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 19 PROHIBITED. PVC IMPACT REQUIREMENT: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE, CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 4) 3. CONFIGURATION: FIXED LITE "0". 4. DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E-1300. -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300. 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES FULLY WELDED. 8. REFERENCE TEST REPORTS: NCTL-210-3591-1 , -1A 9. SERIES 1 MODEL DESIGNATION PW-8300. 10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. 50201 6' MAX ANCHOR LAYOUT - (FLANGE only) THRU FRAME (MASONRY OR WOOD OPENING) NOTES: 1. INSTALL ONE ANCHOR AT EACH LOCATION. ANCHOR SCHEDULE FOR ARCHITECUAL SHAPES FOLLOWS SPACING CALLED OUT FROM UNIT ABOVE. SILL ANCHOR SAME AS HEAD. 2. SHIM AS REQ'D 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, 3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 4.3116" DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2" SHALL BE ACHIEVED IN EITHER DIRECTION. 5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 3/8" INTO 2 BY WOOD BUCK OR FRAMING. A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN ETHER DIRECTION, 6. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 7. 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 STRENGTH SPECIFIED BELOW. LUCAS A. TURNER, FL P.E. 50201 B. (INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: �`�,P`�,P p RNS•,TG�,/ A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER) B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. : -� No 58201 :�� C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). ®yE 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE �� Cc - 5TAT E OF OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT OCUSTOM 7/11 ' 0:, 46 ��4�(cS�loR1vP VERSION OF THE REFERENCE FMA/AAMA100(FINWINDOWS),DFMA/AAMA200(FLANGEWINDOWS), THE INFORMATION CONTAINE I THIS DRAWING IOCUMENTS: PROPRIETARY AND S THE SOLE PROPERTY OFIDENTIAL WINDOW SYS E INC.OR WITHOUT TME ,";J, YREPRODUCTION FMAIWDMA250(BOXWINDOWS),FMAIAAMAiWDMA300(EXTERIORDOORS). PERMISSION OF STOM NDOW9 STPARTASAWHOIS L E 1ON.AWRITTEN „�tiL?�,`` FULL CIRCLE 112 CIRCLE 114 CIRCLE NOTE 1. SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS 2. THRU FRAME-MASONRYIWOOD OPENING. 3. OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF RECTANGULAR WINDOWS BASED ON DP REQUIRED FROM SHEET 1 4. ANCHOR SPACING FOR ARCHITECTUAL FLANGE WINDOWS MUST FOLLOW NOTE 1, SHEET2 r TRAPEZOID (:D FULL ELLIPSE ("OVAL") TRIANGLE zz PROPRIETARY AND CONFIDENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. OCTAGON TOMBSTONE 7 13 1 6 O �p o 5 8 12 7 5 3 6 SECTION B-B 4 EXTERIOR 1" OVERALL 1/4" TEMPERED EXTERIOR 5/16" AIRSPACE 7/16" LAMI GLASS 3/16" HEAT STRENGTH .090 SENTRY GLASS IONOPLAST INTERLAYER 3/16" HEAT STRENGTH n i SIKAFLEX 552 OR PURFECT GLAZE "H" 5 r *13 t 112" GLASS BITE LUCAS A. TURNER, FL P.E. 68201 AT -PDATED PER 2010 F13C 11/8/2011 SECTION VIEW A -A ,pgoREty'T�i,� - GLAZING DETAIL (FULL SCALE) ��� 5 • O E Ar �/ '�� �� JGP, -�� SF• ��PZ� ':,V '-M" wwD ORS No 58201 r 1900 SW 44TH AVE. * * * C OCALA, FLORIDA 34474 TITLE: SECT. VIEWS & ALT. FIN FRAME - LARGE MISSILE IMPACT y �9 57ATE OF :fir: 12/07/11 r�CT•.F P _�� St:R 6.8300 ADE 05/05/2007 PROPRIETARYAND COWDENTYIL �j (C ' ; O R � .. • �� ODEL: CALE: DWG. NO.: THEINFORMATION CONTAINED IN THIS DRAWING IS THESOLE PROPERTY OF CUSTOM ���SS. ��,� PVC FIXED LITE 1:2 CWS-373 WINDOW WRITTEN PERMISSION O� TOM WINDOW SYSTEMS,,IINC.SIS PROHIBITED.O�TME ''��/fOppill \ti�A EV.LETTER: A HEFT: 40F6 Item # Part # Des cri tion Vendor Material 1 H-6006B Fr., PW, Main, Head Mllaon PVC 2 H-6006B Fr., PW, Main, Sill Milaon PVC 3 H-600613 Fr., PW, Main, L. Jb. Mkon _ PVC 4 H-6006B Fr., PW, Main, R Jb. M11aon PVC 5 S-6064 Glz Bd., Fxd. 1" O.A. I.G.) Mllaon PVC 6 P-3752 Cap Plug, 1/2" Hole M&M Nylon 7 Purfect Glaze "IT', SikaFlex552 Henkel / Sika Silicone 8 P-3352 Set. Blk., 85 Dar., 1/8" x5/8" x2" Lg. Frank Lowe Rubber 9 P-3684 PW-8300 Gold Cert. Label, NFRC Tab 10 P-3881 Temporary Lbl. RC/DP) 11 P-3613 CWS Lbl. (logo) 12 GLASS See Sheet 4 13 P-3113 Screw Support for PVC Team Plastic Rubber 2 1l1fi" p �d 3 4 PVC FRAME FLANGE - H 6006 B va^ 5 718" L GLAZING BEAD - 6064 z1,7-1 PROPRIETARYAND CONFIDENTIAL 12/07/11 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLEPROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 13 SCREW SUPPORT - P-3113 'DATED PER 2010 FBC 11/8/2011 I ORS SW 44TH AVE. 3 4 is 8300 JKAWN : ADE 05/05/2007 PVC FIXED LITE SCALE: DWG. NO.: CWS-373 EV. LETTER: A HEET: 5 QF 6 .w SEALANT BETWEEN BUCK AND OPENING BY OTHERS 21/2' MIN. EDGE DIST. IC] CONCRETE/ MASONRY BY OTHERS • �' : D� = • D • D • p 1 1/4" MIN. EMBEDMENT p. p' D'p • • [C] D• D• p• p• p EXTERIOR FINISH BY OTHERS I 1 BY WOOD BUCK —1 BY OTHERS [A] PERIMETER SEALANT n BY INSTALLER SEALANT BEHIND `1 Lli FLANGE BY 1/4" MAX SHIM INSTALLER 1.1 ws IALLATION ANCHOR, 3116" DIA. MASONRY ANCHOR W/ WASHER THRU SCREW SUPPORT [C] HIGH STRENGTH STRUCTURAL GROUT BY OTHERS SEALANT BEHIND FLANGE BY INSTALLATION ANCHOR, INSTALLER 3/16" DIA. MASONRY ANCHOR W/ WASHER THRU SCREW SUPPORT [C] PERIMETER SEALANT BY INSTALLER 1/4" MAX SHIM �[B] EXTERIOR FINISH BY OTHERS p: D • • p�p� •P •• •p .O p •D•A• •� • p •D•D O• •D•D• D • • p A. p DAD: D •. • • D • • •O • D • p P• p D pAp• P• • �• •p.• •D�_ BY OTHERS A VERTICAL SECTION FRAME(MASONRY) BY OTHERS ��� V rvrcr 1BY WOOD BUCK SEALANT BETWEEN BUCK BY OTHERS IAl AND OPENING BY OTHERS 4 rl INSTALLATION 4 •4 1131 MAX SHIM [B] ANCHOR, 3/16" DW, . MASONRY ANCHOR W/ WASHER THRU SCREW SUPPORT T C A 4 ❑ 2112_' MIN. EDGE DIS • 4 4 IC] . .o.. d I •4�4. SILL STOOL BY OTHERS USE SOLID WOOD SUPPORT TO MAKE SILL LEVEL BY OTHERS 11/4_MIN EMBEDMENT-i---�{r FLANGE BEHIND IC] FLANGE BY INSTA EXTERIOR FINISH PERIMETER BY OTHERS tB HORIZONTAL SECTION FRAME (MASONRY) [ DI 3/r MIN EMBEDMENT �p 2 BY WOOD BUCK � • • BY OTHERS [A] p 0 • ZIQ2 MIN. EDGE DIST. p. . INSTALLATION ANCHOR, p *10 WOOD SCREW WNIIASHEI • • • . THRU SCREW SUPPORT ID] p 2 BY WOOD BUCK • • BY OTHERS t ;a :.: [A] \'�'••• •• ` SEALANT BETWEEN BUCK LANT AND OPENING BY OTHERS EXTERIOR FINISH BY OTHERS © HORIZONTAL SECTION \,L,l FRAME(WOOD) mm!��9 BTALLATION.AME AS INSTALLATION ANCHOR, SEALANT BEHIND 3116" DIA. MASONRY ANCHOR FLANGE BY INSTALLER W//1WASHER THRU SCREW SUPPORT IC PERIMETER SEALANT (jam., 1/4" MAX. SHIM (1'YP) BY INSTALLER 17-1 EXTERIOR FINISH G ' ° ° • ° ° C , BY OTHERS D° D. o o D• o D o • o �° - °p • p°i]L4" MIN. EMBEDMENT °� ° D.�• .I °•D.°' D D [D] BY OTHERS D ALTERNATE PRECAST SILL DETAIL FRAME (MASONRY)- [D1 1I4" MIN. EMBEDMENT �� G ; V\ S� 1/2" MIN. EDGE DIST. Z v ' • No 58201 [C] zz = ,G ►13'. STATE Op THEINFORPROPMETARYAND CONFIDENTIAL 1Z/07/11 '•°.n'•,.* WINDOW SYSTEMS, EMS INC. ANTION Y REPRODUCTION IN PART{ OR AS PROPERTY WHOLE WITHOUT THE ,"il"N •'�� :.COR10P WRITEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITEn. L_ON'AL e. I "nemau•. 114" MAX SHIM IB] PERIMETER BE BYINSTALLER MIN. EDGE DIST. REFERENCE NOTES: [A] SEE NOTE 10, SHT 1 [B] SEE NOTE 263, SHT 2 IC] SEE NOTE 4, SHT 2 [D] SEE NOTE 5, SHT2 tea.. - rvuvDDWS & DOORS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 -- ...... " ^� rfcruwe - wHGE MISSILE IMPACT 8300 ADE 05/05/2007 PVC FIXED LITE CALE: DWG. NO.: NTS CWS-373 EV. LETTER: A HEET: 6 OF 6