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HomeMy WebLinkAboutProduct Approval (2) PRODUCT APPROVAL NUMBER : FL #16736.1 OPENING IDENTIFICATIONS : 2. HS 14. HS 16. HS 8/11/2016 Florida Building Code Online Business & „ UE. Professional ' 'g "A r ��flt171 �.Y�. BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map I Links Search dpRonda _ r diS�Product Approval IUSER: Public User Product Approval Menu>Product or Aociication Search>Application List>Application Detail •^ FL# FL16736-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 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@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 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 I Validation Checklist- Hardcopy Received Certificate of Independence FL16736 R1 COI EvalReo CWS-871B (1-15-8200. 74x63. IMP).odf Referenced Standard and Year (of Standard) Standard Yedu AAMA/W DMA/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 https://www.floridabuildirg.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquBobl%2nZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 1/2 8/11/2016 Florida Building Code Online 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 16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or OX. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16736 R1 II CWS-871B (HS-8200, 74x63, 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: +60/-60 Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27.pdf I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE EvalRep CWS-871B (HS-8200, 74x63, Glass complies to ASTM E1300-04. IMP).i)df FL16736 RI AE Ouanex (Mikron) NOA 12-1017 02.1)df Created by Independent Third Party: Yes 16736.2 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: Yes FL16736 R1 II CWS-869B (HS-8200 111x63. 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: +60/-60 Evaluation Reports Other: Large Missile, 111" x 63", DP +/- 60 psf. Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27.1)df I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE DuPont SGP NOA 11-0624 02.1)df Glass complies to ASTM E1300-04. FL16736 R1 AE EvalRep CWS-869B (HS-8200, 111x63, IMP).pdf FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes r3�ch Edart Contact Us:: 2601 Blair Stone Road,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement:: Accessibility Statement:: Refund Statement 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: eL Reck Credit Card Safe https://www.fl ori dabui I di ng.org/pr/pr_app_Otl.aspx?param=wGEVXQwtD qu8obl°/g2flZm 6TgPohLz6ontOaKpvgl ON 3eN aBBBv3yAgM A%3d%3d 2/2 URNER1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 871B April 18, 2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ), XO or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window) Manufacturer: Custom Window Systems, Inc. 1900 SW 44`x'Ave, Ocala, FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5`h Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report,prepared by Lucas A. Turner,P.E., at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-871B, signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3887-1, -IA, -2, and-2A,by National Certified Testing Laboratories, Orlando, FL, signed and sealed by Gerard J. Ferrara,with testing performed: TAS 201, 202, 203 `94, ASTM E 1886 '02/04/05,ASTM E 1996 '04/06/09, and AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-871 B, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-871B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871B • Achieves design pressures of+/-60 psf • Is Large Missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 11 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5 h Ed. (2014)Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. ���1►uI i nrii� ���� Syp RE W v No 58201 .: 0 STATE of .:4 4/18/2015 4 0 R 1 P ��:�� Lucas A. Turner, P.E. ON A %; % ' FL PE#58201 Lucas A. Turner 2015-04-18 22:21-04:00 GENERAL NOTES: HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED CE�mo 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 751/4"MAX.OVERALL FLANGE WIDTH- 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 74'MAX UNIT WIDTH - 3.CONFIGURATIONS:"OX","XO". HORZ. SLIDER 33"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER �n v INFILTRATION TEST PRESSURE AND GLASS TABLES _ ASTM E-1300-04. CD N o o O I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Y w MAX DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w ¢ m 841/4" FLANGE B B ANCHOR CALCULATIONS. (A HEIGHT I O ZO 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Co N REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT c o U) UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT R w ZW 63' I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w o Q MAX. FLYING DEBRIS. ° o a UNIT w I w HEGHT O X I 59 9/16" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT a zMAX O SAS USED AT FIXED MEETING RAIL AND HEAD/SILL. i = w HEIGHT C7 8.SERIES/MODEL DESIGNATION HS-8200. ap Q 0 Z 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: 58 GLASS6 5 X=OPERABLE SASH,0=FIXED SASH `,p��P1ypREby�14,� i DLO C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ;`PG:�'�G ENS' 1 5 LOCATION. JO:� F•'ytn I I D _ No 58201 9 I I 5 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. • C VVV 0: STATE OF ;our` C fJ AA A Lucas A. Turner --33"GLASS DLO - -t 2015-04-11 36 5/16" MAX.SASH WIDTH 15:18-04:00 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN BY: DATE: ADE 10/10/13 GENERAL NOTES&ELEVATIONS. 2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG Y: REV.: SECTION VIEWS&GLAZING DETAILS.... EXTRUSIONS&B.O.M...............................3 74"x 63" +/- 60 PSF LARGE MISSILE IMPACT B ALE: 6 ANCHOR SCHEDULE&NOTES................4 SHEET INSTALLATION DETAILS...........................5 1:15 1 OF 5 _ 20mw 7 8 0 2 INTERIOR 1900 SW 44TH AVE. OCALA,FLORIDA 34474 f 17, 18 1 1 6 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT o� O N Q O O O Jt 40 3 1 39 � p } SECTION B-B w a m U ZO NOTE:FIXED LITE AT HEAD m AND SILL IS SIMILAR. o O 31 a w Z W W W 0 IZ 19 0 C3 9: w cr 38 35 p U W 17 1 CL U � 36 ------- m Q Z 19 41 4 HEAD IM SH AC HOOK(TYP.) �`9 PTG•��. 4 J P: CEN.......... . P '� (ITEMS 35&36) 7/8'OVERALL No 58201 .•:�� 1/8"ANNEALED or TEMPERED INTERIOR 7/16•AIRSPACE �•O' Q:' I '% STATE OF �+ I 5/16"LAMI i O ��0R1O►:N%'e 1/8'ANNEALED �ii`rS . 1% "4 SWEEP LOCK(TYP.) •p;ip DUPONT PVB INTERLAYER 44p0NA 4 �.�` ONLY ENGAGED PRIOR 43 TO HURRICANE FORCE WINDS. LOCATED AT THIRD POINTS 1/8'ANNEALED xz 4I (ITEM 27) 4/11/2015 19 .A. X 3 PURFECT GLAZE"H' 13 �( SIKAFLEX 552 LUCAS A.TURNER,P.E. 1 cul FL PE#58201 1239 JABARA 8 4 5 41 NORTH PORT,FL34288 PH.941-380-1574 5 I 16 1/2•GLASS BITE SHEET DESCRIPTION: 0 0 SECTION VIEWS AND 4 O GLAZING DETAIL SECTION A-A HEAD IMPACT HOOK AND DRAWN BY: DATE: JAMB SWEEP LOCK LOCATIONS ADE 10/10/13 1:20 DW #: REV.: SECTION C-C GLAS�TYPEA CWS-871 B ALTERNATE FIN FRAME AL SHEET 1.2 20F5 PARTS LIST 31 CORNER CONSTRUCTION 29�mffl ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8•1 H-1497 Reinf.Sash Meet.Rail Keymark Alum 11/2 2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum e 5 3 1900 SW 44TH AVE. 3 H-1836 Meet.Rail,Fxd. Keymark Alum WWW. FLORIDA 34474 1/18" WWW. FLORIDA 4 H-6052 Sash Top/Bot.Rail Mikron PVC 211/16" 39/16• 21/8' 1/16" 5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC 1/16" O CORNER WELD 6 H-6050 Sash Meet.Rail,PVC Mikron PVC O (ALL SIDES) 82M PVC 7 H-6051 Sash Side Rail,PVC Mikron PVC L 1.8 HORZ.SLIDER 8 H-6049 Main Fr.,SH,w/Fig.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL•1836 IMPACT 9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048 15 10 P-3033 Screen Spring,SS Hurley 1 15(6" 1 3/16 6 '� v 11 P-3113 Screw Support,PVC Team Plastic Rubber Tr�23(6' 6 � 9/16 o N 12 P-3218 Screen Frame Allmetal RollForm 1 7 4 40 0 0 0 13 P-3228 Screen Spline,.155 Dia.,Elk. Dapa 1 5/e 15/8" q 1 5/b 15(6' L w 14 P-4754 Screen Frame Comer Key Allmetal Nylon 1/16" I q 1/16' q 1/16' 1(6" FIXED MEETING RAIL w ¢ m 15 P-3342 Seam Sealer,SM-5504 Schnee Silicone LLL LLL SCREWED TOGETHER WITH y OUTERFRAME Z 16 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8'x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 F O 17 P-3429 Wstp.,0.270 x.187 back FinSeal,Gr Ultrafab o N 18 P-3539 #8 x 3/4"Square TEK 2 Zinc Fastenal Steel 55/8• 3/4' x Q UJ CIE 19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel 0 3/16' 2 a W a rl- 1 15/16" 1/16' w Cr 20 P-37527rTor Cap Plug,1/2"Hole M&M Nylon O L 1(6' a zQ U) 21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 a. p 22 P-4779 Roller,Tandem M&M Nylon l_ 6" 15(6" 7(s^ 1 1/4' 00 a z 23 P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 314- 24 P-4069 Keeper,Impact,PVC Interlock 7/e' 1/16" 3/1s" NpREtN���4, 25 P-4479 Weep Coker w/Flap M&M Nylon L `��5 P,,....., TL 26 P-4638 #6 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 1/16' 1/16' ` �Q-: \G E N 27 P-4958 Rotary Lock Sullivan Zinc S.B.RJS.S.R.-1498 ROLLER TRACK-1776 „. No 58201 28 P-4952 Keeper,Rotary Lock Sullivan Zinc 0 3/16" * * t= 29 P-4959 Wstp.,0.420 x.187 back FinSeal,Gr Ultrafab O 1/4' 41 r7/s'� '3 STATE OF :11 30 P-4633 Bartel Fastener Fastenal Steel I� 7/g• 1 �*'.A' Ot:�'.I 31 S-1112 Reinforcement,Head Keymark Alum 6" 5/8 9/18L 1/16 y�i�`r5`O a'' r1G`•`, 32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum T�' �© ,fit#$ A11E��` y y8• LJ. PVC GLAZEBEAD-6064 GLAZE BEAD-1112 34 5-1776 Roller Track Keymark Alum L 1/16• �i 35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2' „�6.J 3r8• 1 5/1 ,1-� g• 4/11/2015 36 S-2000 Panel Catch,Head,Impact Keymark Alum �ILf�' 3(s" LUCAS A.TURNER,P.E. 37 S-6005 Anti Lilt Mikron PVC 3" 1/2" 1/16' 1/16 FL PE#58201 -i IF—� 38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC 1239 JABARA AVE. PVC ANTI-LIFT-s005 39 S-6014 Scm.Adapt.,PVC Mikron PVC r 3113 PVC SCREEN CATCH-6013 NORTH PORT,FL 34288 SCREW SUPPORT- PH.941-380-1574 40 S-6063 Fixed Rail Cover Mikron PVC 1 1/8"y SHEET DESCRIPTION: 41 S-6064 lGlazing Bead Mikron PVC 5/16" 42 GLASS ISEE SHEET 2 CARDINAL GLASS r 39 BOM AND EXTRUSIONS 43 jPurfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone i 1/16" PVC SCREEN SUPPORT-6014 DRAWN BY: DATE: ADE 10/10/13 DWG*: REV.: CWS-871 B LINE ITEMS NOT USED:33 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. Du SHEET 1:2 30F5 WINDOW SYSTEMS 121/2"MAX.O.C.(TYP.) - - -- 1900 SW 44TH AVE. -�I 3" (TYP.) 4"MAX TYP.) 8'MAX.O.C.(TYP.) OCALA,FLORIDA 34474 6"MAX.(TYP.) SEE NOTE 2 4"MAX(TYP.)6"MAX.(TYP.) F' 3 (TYP-) SEE NOTE WWW.CWS.CC — 11 1 INSTALLATION 8200 PVC ANCHOR"P.) , I HORZ. SLIDER INSTALLATION 8 I I ANCHOR(TYP.) IMPACT MAX.O.C. (TYP.) t 17" O N MAX.O.C. I I I o o (TYP.) O X I O X I I I w ¢ m o z m � O y W w o ¢ uj W ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) v O m ¢ O z PND RE b1... 'JOP••No 58201••�y��� NOTES: so STATE OF •:�,� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. '���� ONA� ?G�,, 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. Z 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 4/11/2015 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 TREATED WOOD MUST FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 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, 34288 SPECIFIED IN TABLE 1,SHEET 5. PH.941-380--11 574 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 AND NSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X 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 10/10/13 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 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 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), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1.20 4 OF 5 MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BYOTHESffl MIN.EDGE DIST. 1/4'MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 SUBSTRATE BY OTHERS 1/4"MAX SHIM WFLORIDA 34474 W CWS.CC SEE TABLE 1 MIN.EMBEDMENT :Ml�EIDGE DIST. PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 8200 PVC BYINSTALLINSIDE ANDOUT SEE TABLEION ANCHORG HORZ.SLIDER SEALANT BEHIND O SEE TAB EDMENT IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM a � � uWl Al PERIMETER SEALANT o N F PERIMETER SEALANT BY INSTALLER o o BY INSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR } SEALANT BEHIND SEE TABLE 1 w ¢ m INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND U) SEE TABLE 1 FIN BY INSTALLER U Z t'6 l HORIZONTAL SECTION �C 1 HORIZONTAL SECTION m O 5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE o HEAD AND SILL SIMILAR FOR FIN INSTALLATION R w Z W w w O � a a Lu w cr U 1/4'MAX SHIM Oa = W SEALANT BEHIND U o FLANGE BY INSTALLER O " J1 m Q Z BY NSTALPERIMETELER ANT SEIN E TABLE EMBEDMENT ,,�-.0% ORE W�T4,�� INSIDE AND OUT �� 9 No 58201 SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. *- SEE TABLE 1 c o: E¢r AA1 VERTICAL SECTION 0:" STATE OF U1L? 5 TYPICAL SILL ANCHORAGE TABLE I:APPROVED INSTALLATION FASTENERS O 4/1/05 FRAME E DIST. LUCAS A.TURNER,P.E. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE. FLAN BY INSTALLER3 NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 5 BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 13/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 12XMiN.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: FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" ADE 10/10/13 -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWGi: REV.: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULLTHREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" CWS-871 B -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. CAL ' SHEET 1.2 5OF5