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HomeMy WebLinkAboutProduct Approval BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts Publications Contact Us +, BCIS Site Map' Links Search Florida ro'` Product Approval USER:Public User erom�zxor" ��rj;£;�ro, Product Approval Menu>'Product or Application Search>Application List>Application D tai!,= OPY e. + FL# FL13010-R7 Application Type Revision FILL Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived RECEIVED Product Manufacturer Custom Window Systems Inc. JAN 0 3 20 19 Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 aT. Lu County,Permitting (352)368-6922 Ext 291 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 Ext 291 jlathrop@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 Fixed Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich, PE Validation'Checklist-Hardcopy Received - 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/A440-08 2008 ASTM E1886-05 2005 ASTM E1996-05 2005 PA TAS 201/202/203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 08/27/2018 Date Validated 08/27/2018 Date Pending FBC Approval Date Approved 09/06/2018 Summary of Products FL# Model,Number or Name Description 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R7 C CAC CAR 138-1357.pdf Approved for use outside HVHZ:Yes FL13010 R7 C CAC CAR 138-1362.pdf Impact Resistant:Yes FL13010 R7 C CAC CAR 138-562.pdf Design Pressure: N/A Quality Assurance Contract Expiration Date Other: PW-8150,36"x 72"and 72"x 76"see installation 09/14/2019 detail for DPs. Large Missile Impact. In HVHZ may only be used Installation Instructions up to 30ft above grade. Glass complies to ASTM E1300-04. FL13010 R7 II CWS-433D.pdf Verified By: Lucas A.Turner 58201 Created by Independent Third Party: No Evaluation Reports FL13010 R7 AE EvalReport433D.pdf Created by Independent Third Party:Yes 13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window,Continuous Head&Sill. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R7 C CAC CAR 138-261e2.pdf Approved for use outside HVHZ:Yes FL13010 R7 C CAC CAR 138-705e2.pdf Impact Resistant:Yes FL13010 R7 C CAC CAR 138-706e2.pdf Design Pressure: +67.5/-67.5 Quality Assurance Contract Expiration Date Other: Large Missile, Dp= +/-67.5 psf,Max. size 74 1/8"x 08/12/2019 72".Outer lite must be safety glass above 30 ft. in HVHZ. Glass Installation Instructions complies to ASTM E1300-04. FL13010 R7 II CWS-510C.pdf Verified By: Lucas A.Turner 58201 Created by Independent Third Party: No Evaluation Reports FL13010 R7 AE EvalReport510C.pdf Created by Independent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window, 120"x 48" Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R7 C CAC CAR 138-258e2.pdf Approved for use outside HVHZ:Yes FL13010 R7 C CAC CAR 138-481e2.pdf Impact Resistant:Yes FL13010 R7 C CAC CAR 138-482e2.pdf Design Pressure: +70/-70 Quality Assurance Contract Expiration Date Other: PW-8300, 120"x 48",DP= +/-70 psf. Large Missile 04/09/2019 Impact.Glass complies to ASTM E1300-04. Installation Instructions FL13010 R7 II CWS-373C.pdf Verified By: Lucas A.Turner, P.E. FL PE#58201 Created by Independent Third Party: No Evaluation Reports FL13010 R7 AE EvalReport373C.pdf Created by Independent Third Party:Yes 13010.4 PW-8300 PVC Fixed Window Series 8300 PVC Fixed Window, Large Missile Impact,48"x 72" unit size-DP55,or 72"x 76"unit size-DP67.5(DP65 outside HVHZ) Limits of Use Certification Agency Certificate Approved for use"in HVHZ:Yes FL13010 R7 C CAC CAR 138-1093.pdf Approved for use outside HVHZ:Yes FL13010 R7 C CAC CAR 138-1320 e2.pdf Impact Resistant:Yes FL13010 R7 C CAC CAR 138-250.pdf Design Pressure: N/A FL13010 R7 C CAC CAR 138-274e2.pdf Other:Sizes up to 48"x 72"unit size at design pressures of FL13010 R7 C CAC CAR 138-457.pdf +/-55 psf,or in sizes up to 72"x 76"unit size at design FL13010 R7 C CAC CAR 138-465.pdf pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the FL13010 R7 C CAC CAR 138-534.pdf HVHZ,with max. glass daylight sizes as shown in CWS-159E FL13010 R7 C CAC CAR 138-730e2.pdf Glass complies to ASTM E1300-04. FL13010 R7 C CAC CAR 138-739e2.pdf Quality Assurance Contract Expiration Date 03/16/2020 Installation Instructions FL13010 R7 II CWS-159E.pdf Verified By: Lucas A.Turner, P.E. FL PE#58201 Created by Independent Third Party: No Evaluation Reports FL13010 R7 AE EvalReport159E.pdf IL Created by Independent Third Party:Yes Back iNext Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copydght 2007-2013 State of Florida.::Privacy 5itatement::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 click here. Product Approval Accepts: 19 M Credit Card_ Safe PICTU NDOW - LARGE MISSILE IMPAC \ GENERAL NOTES: 0619gu 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS 34474 TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1800 SW 44TH AVE. EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 S E. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS W ALA,FLORIDAFL RI DEFINED IN ASTM E 1996 PER THE FBC. 491/4" 73 1/4" 2.GLAZING OPTIONS:(SEE SHEET 3) MAX.OVERALL FLANGE WIDTH MAX.OVERALL FLANGE WIDTH 8300 PVC MAX UNIT WIDTH MAX.UNIT WIDTH 3 NOT FIGURATIONS: LIMITED D TO,THOSE HCOWN ON HITECTUSHE T 2 SHAPES INCLUDE,BUT ARE PICTURE WINDOW 45 1/8" 69 1/8" NE GLASS DLO GLASS DLO 4 DIGN PRESSURE GATIVE DESIGN LOAIDS BASED ON,TESTED PRESSURE AND ———— A—— ———————————————— GLASS TABLES ASTM E-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER r ❑w O w d INFILTRATION TEST PRESSURE AND GLASS TABLES z w-j❑ Q a w ASTM E-1300-0401/09. w ¢0�y O w�m 771/4" I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Z Z 2 2 G Er w 0_ OVERALL I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR 0 O�0 V n¢. a iI Ii i ii ILS. WINDLOAD RATION FACTOR Cd=1;6 WAS USED FOR WOOD zO }Z2 MAX. ANCHOR CALCULATIONS. UAL HEIGHT Z - O 0UFLANGEI B LL0LL HGHT w 6 PRODUCT FOR IMPACT RESISTANCE. SHUTTERS ARE NOT 2 tREOC ?7s„ Oz MAX. w OOtrOowcnw 72" I O I UNIT I O I 7.ALL FRAMES ARE FULLY WELDED. z w O-1 y F MAX. I I HEIGHT I I 00 w F2-0 a 2 } UNIT 8.SERIES/MODEL DESIGNATION PW-8300. w = 2 w I HEIGHT I I I I (L F- D- ow�IL LU I 731/8" I I 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: `�����tilerr�� 691/8" GLASS 0=FIXED SASH. ��,0 PNOREW TG4�i I I GLASS B DLO I DLO I 8 I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR JVP•��O ENg�.*.;P-� C I I LOCATION. 1. �: No 58201-1 1"•�� 8 I I 1. STATE OF :•<U g ����SS+..... E�,G�• 9/22/2017 LucasTurner LUCAS A.TURNER,P.E. FL PE#58201 2017-09-22 1239 JABARA AVE. 11:45-04:00 NORTH 401 38 1574288 SHEET DESCRIPTION: TABLE OF CONTENTS GENERAL NOTES ANDELEVATIONS GENERAL NOTES&ELEVATIONS......,1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE: ARCHITECTUSHAPES::..........:.3GLAZING DETAILS. . ANY 48"X 72"' +/-55 PSF ADE 05/05/07 SECTION VIEWS....................................4 DWG#: REV.: EXTRUSIONS&B.O.M...........................5 NON-HVHZ „ „ 65 PSF LARGE MISSILE IMPACT ANCHOR SCHEDULE&NOTES.........6-7 72 X 76 CWS-159 E INSTALLATION DETAILS.......................8 HVHZ +/_67.5 PSF SCALE: SHEET 1:20 1 OF 8 r, ��n��®�• WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW FULL ELLIPSE("OVAL") IMPACT ¢ Z ¢z� FULL CIRCLE z w, 0 ¢w ❑w TOMBSTONE o z 0 Z} 0 Of u. �w�Zt-_Mx z Z=2¢=w00 O OF-0a=I. w U Uu)F-ZD-F-UD. ❑ z- ZF ❑rn Q O Z o w z=U- F--LL2OOwZ z cd Pi 00wo❑wow 0 WF--= W=WN d D. Of Ow. 'tu11111..',a 1/2 CIRCLE �%,��� , OREW0 Cre "z... TG4ii Z�•: No 58201 OCTAGON *; TRAPEZOID0: STATE OF :pis ;'c". O R 1 ���S�iOfYA; NOTES: ✓1 1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. ` 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 9/22/2017 THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. 3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL PE#58201 RECTANGULAR WINDOWS ON SHEET 1. 1239 JABARA AVE. NORTH PORT,FL 34288 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574 MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR SHEET DESCRIPTION: 114 CIRCLE SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. TRIANGLE ARCHITECTURAL SHAPES DRAWN BY: DATE: ADE 05/05/07 DWG#: REV.: CWS-159 E scAL.E: SHEET 1:1 2 OF 8 WIP.lROYd SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34374 WWW.CWS.CC 8300 PVC PICTURE WINDOW IMPACT a z !� az0 z w-ja -w w zOz a=?h ❑ Qm-�.-o��m � t-w�zl--kgs z z N¢ww00 0 o o0a=�o: —1'OVERALL 1'OVERALL 0 0(1)F- M rn a ❑ z –zi 0 —3116'ANNEALED or TEMPERED 3116'HEAT STRENGTH or TEMPERED Za O-� cn z O(o z O O 0 ~–u.M00LLz 112"AIR SPACE 318"AIRSPACE � O U z 5/16"LAMINATED 7/16'LAMI GLASS W O❑K O w cn w U.:F w O-j U)1- 118"ANNEALED 3/16"HEAT STRENGTH a s C. w O�0 0 u a=a> .090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER d F d w O.W 1/8"ANNEALED 3116"HEAT STRENGTH '%lumhrq� ijo QUANEXDURASEAL PURFECT GLAZE"H" ��%p5 fGry.S•rGfi�i4 IG SPACER 6 PURFECT GLAZE"H' QUANEX OURASEAL 6 JO t• =y��. SlKAFLEX 552 IG SPACER StKAFLEX 552 No 59201 "',� 112"GLASS BITE 10 * t 1/2"GLASS BITE 10 �9 s STATE OF0. 1 �� 1 �� z� =LASSTYPE GLASS TYPE B 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS GLASS MAX S17r DRAWN BY: DATE: SETTING BLOCKS PER FBC 2411.3.3.1 TYPE VN X H ADE 05/05107 DP+l-55 A 48 X72 DWG H: REV.: CWS-159 E DP+/-67.5 B 72 X 76 S--E: SHEET 1:1 3 OF 8 3 4 M!lPt1D01M SYSTEMS 1900 SW 44TH AVE. Or-ALA,FLORIDA 34474 WWW.CWS.CC INTERIOR 7 6 8300 PVC 6 9 9 6 PICTURE WINDOW 0 6 6 � IMPACT 7 7 1 a z -� ¢z� Q 0 r Owl-, ¢wow 10 w zOz W ZI_ Z zxoQaWpO O OI-O Q=I...a 11 8 9 z 0O�a-50 SECTION VIEW B-B } z uO�z 0 O z 10 11 11 10 0: §�yO}�t-r Z cd Li W Op~o.'.trt?O w cow 2 Z fn w O.-I(A}- a w�0 Q. aa � a F- INTERIOR ,%%%,tjOREWir�E� ++ +�VP..��cEnisF•.;Py. -a: - o: ;a: 9� STATE OF 8 9 ONAn�?`,R, it 10 ❑ A.2/2017 TU LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 7 6 SHEET DESCRIPTION: SECTION VIEWS SECTION VIEW A-A PRAWN BY: DATE; ALTERNATE FIN FRAME ADE 05105!07 DWG-#. -R-Br'. CWS-159 E SCALE; SHEET 1:1.33 4 OF 8 PARTS LIST FRAME CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL ` WINDOW SYSTEMS 1900S1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC OCALAA, LTH AVE. GAFLORIDA 34474 2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC WWW.CWS.CC 3 H-6006B FRAME, PW, MAIN, L.JAMB MIKRON PVC 4 H-6006B FRAME, PW, MAIN, R.JAMB MIKRON PVC CORNER WELD(ALL SIDES) 8344 PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE 1:8 PICTURE WINDOW 6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT 7 P-3352 SET. BLK., 85 DUR., 1/8"x 5/8"x 2" LG. FRANK LOWE RUBBER 8 PURFEGT GLAZE"H", SIKAFLEX552 HENKEL/SIKA SILICONE o w o co w o Ci 9 P-3752 GAP PLUG, 1/2" HOLE M&M SILICONE z z z ¢-Z t 10 S-6064 GLZ. BE., FXD. 1" O.A. I.G. MIKRON PVC u r¢-w z�� a 11 GLASS SEE SHEET 3 o o�o a¢w o 0 z ozo z:) a } �LL z0-z 3118° —3118" � O��Z -� Q Q W DLD XD'to0 W CRW ?tl}11 O..jN1- c w~° a. I 1 2 3 4 5 a m it a 21116" 1/16" OTM 1/16•, 0 'EryS��PCi �4 2718" No 58201 o: k� riSTATE OF PVC FRAME FLANGE-H-60068 PVC FRAME FIN-H-6006A X.Z 1/4" 9/22/2017 LUCAS A.TURNER,P.E. 1/16" t/2^ 1 —3" 1 1239 FL JA#RA 01A 718' 10 6 NORTH ORT,FL 3 288 PH.941-380-1574 SHEET DESCRIPTION: SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. PVC GLAZEBEAD-S-6064 DRAWN BY: DATE: RDE 05/05/07 DWG#: REV.: CWS-159 E sDALE: SHEET 1:1 5OF8 14"MAX.D.C.(TYP.) 8"MAYL O.C.(TYP.) SEE NOTE 2 4�MAX.(TYP.) SEE NOTE 2 1900 SW 44TH AVE. V MAX.(TYP.) 4"MAX(TY OCALA,FLORIDA 34474 6'MAY,(TYP.)— WWW.CWS.CC —————————— -7 8300 PVC pi PICTURE WINDOW MAX O.C. IMPACT (TYP.) INSTALLATION INSTALLATION ANCHOR(TYP.) 14' ANCHOR(TYP.) MAX O.C. z 3: <z (TYPI) 0 F- 0 Uj 0 U)W Cl 0 z w-j 0 < w zOz ,r-zw 0 0 :7.w§>-0 Of�:m LL Pw ZI-3:my z Z=�<ixwoo 0 OE-Od<=I.-w s,,,EE 0 UWI-za-Pum 0 z-U)-Z�-=�0) z 00=) -mu- < —zotozo L) p—LLNO LLZ ir 1-- z uS 00 M�2n u- 0 Lu Co Lu U)w 0-j w f.- cc 0 2 cn C Lu F 0 Q. w 9i I X F- 001,goRr=w f!, d 0- ANCHOR LAYOUT ANCHOR LAYOUT-(FIN) %% .......... _Up I� %4F 0 E Als 55 P;fFLANGE) F DP 55 PSF No 58201 -33'A STAT OF 4u A' '.401lk IONA 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. 2.SHIM AS REQ 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 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 9/22/2017 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 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 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. FL 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERNORTH PORT,S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM PH.941-380-1 34288 574 SPECIFIED IN TABLE 1,SHEET 8. 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 REQUIRE IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX 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 05/05107 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. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E 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),FMAIAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAfWDMA 300(EXTERIOR DOORS) 1:20 60F8 WINDOW SYSTEMS 4-MAX.(TYP.) -8"MAX,O.C.(T-YP.) 1900 SW 44TH AVE. 6'MAX(TYP.) 7 5/8'MAX Tr D.C.(TYP-) SEE NOTE 2 4'MAX.(TYP.)— SE NOTE 2 OCALA,FLORIDA 34474 F6-MAX(TYP-) www'CWS.CC-j-.TT ------ 8300 PVC PICTURE WINDOW 1-4 7 5/8" — MAXO.C. IMPACT MAX 0 C. (TYP-) (TYP.) < z 0 U)Wocj W,,qo <r-2w zoz WE= INSTALLATION INSTALLATION a 7cm�j>-om M ANCHOR(TYP.) E P w z 1--3:�R—3: ANCHOR(TYP.) z z z: Lu 0 0 0 0 <X F-O� to-z—F-Co IL 0 —Z I-=)0 o0z' )--=)U— I-ZOOZOLLO LL20 z z C6 0 0co w LL�2 0-j f c P 0 a.t L X a. 0:0 2 0 x Lu�:III CL It a. w I ————————— OREw Ci .......... T I ANCHOR L ANCHOR LAYOUT-(FIN) N. 58201 -A-% U2LY U DP 65 PSF I-(FLANGE) P /? 65 p5t" r �4 Uj S1)% STATE 0 F :41 A, ..4 '--4ORk 1#1?sit 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. 2.SHIM AS REQ 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 — CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 9/22/2017 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 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 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 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 8. 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. AIDE 05/05/07 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. -DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E 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),FMAIAAMA200(FLANGE WINDOWS), FMAlWDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERiOR DOORS) 1:20 70IF8 MIN.EMBEDMENT 00290AW SEE TABLE 1SUBSTRATE WINDOW SYSTEMS TYPICAL HEAD ANCHORAGE F_BY OTHERS 1/4"MAX.SHIM SEE TABLE I MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. - SEE TABLET BY OTHERS OCALA,FLORIDA 34474 -1 MIN.EDGE DIST. SEE TABLE I WWWCWS.cC 1/4"MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 z 8300 PVC M SEE TABLE 1 PICTURE WINDOW IN.EMBEDMENT INSTALLATION ANCHOR PERIMETER SEALANT SEE TABLE IEMBEDMENT BY INSTALLER E3 SEE TABLED1 IMPACT INSIDE AND OUT SEALANT BEHIND Z ip. < z T FLANGE BY INSTALLER 1/4'MAX.SHIM CO W 0 PERIMETER SEALANT F- OW� < o Z w_j 0 �:z w BYINSTALLER w z0z W--t PERIMETER SEALANT INSIDE AND OUT a :w 0 W BY INSTALLER Pin zI-?>;ET INSIDE AND OUT INSTALLATION ANCHOR Z Z X:2<of w 0 0 SEE TABLE 1 0 0 F-0,3 E MIN. EDGE D A G M' * B S PERIMETER SEALANT By INSTALLER INSIDE ,OUT N VDE AN cn P to 0- SEALANT BEHIND SEALANT BEHIND z FLANGE BY INSTALLER 0 z z F.p to FIN BY INSTALLER Z 0zQcnz:)C-)0 Q -:I,X.0 0 LL z �B HORIZONTAL SECTION HORIZONTAL SECTION <� Ow—xo_ INSTALLATION ANCHOR— �8 TYPICAL FIN ANCHORAGE �g I-t z SEE TABLE I �8 TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION <' x �0)00 3:LD 1, 0 0 of�;0 w co ul ZE LL Ln W 0_J U)F- IL =:(L It 0!� - C W F-0 M=WW 1: Of W F CL W 114'MAX.SHIM .......... SEALANT BEHIND FLANGE BY INSTALLER No 58201 10'a PERIMETER SEALANTDMENT Z-Ot BYINSTALLERSEE TABLE I 7P* STATE OF INSIDE AND OUT 0 �-**'41% SUBSTRATE BY OTHERS 0#1111tst's SEE TABLE I MIN.EDGE DIST. SEE TABLE I SEALANT UNDER SCREW k" VERTICAL SECTION HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE C3 9/22J2017 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KS]MIN.) 3/16 1239 JABARA AVE. !'ITW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED cmu(117 PCF MIN.) 3/16'ITAf TAPGON V 2" BY INSTALLER PH.941-380-1674 —. FLANGE -CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1. INSIDE AND OUT HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-114" 2-1/2' 8 _� BOX FRAME INSTALLATION FLANGE 2X MIN,SOUTHERN PINE(G=0.55) 3/16'ITW TAPCON 1-318" 7/8' HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON I FLANGE FXMIN,—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! 16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED; ADE 05/05/07 FLANGE7/16" DWG_P REV.:KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.069' MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED _70_17� INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 118-ALUM,(6053-T5,MIN.),OR -------�ril"G�6-SECF-TAP CWS-159 E 116"STEEL(33 N_)� DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS TCA'­E, SHEET FIN 2X MIN.SOUTHERN PINE(G=O, #8 WOOD SCREW 1-112, 7/16' SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8