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HomeMy WebLinkAboutProduct Approval r t Florida Building Code Online BCIS Home i log In i User Registration Hot Topics I Submit Surcharge Stats&Facts I Publications ( FBC Staff BCIS Site Map Links ? Search Florida �' Product Approval 4 -101 USER:Public User Product Aooroval MemL>Application Detail d � FL# rRevision " Vit: '� Application Type Code Version Application Status Approve Comments Archived ❑ 3 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 245 ° kpine@cws.cc Y Authorized Signature Kevin Pine xs� kpine@cws.cc �t 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 Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc r Category Windows Subcategory Horizontal Slider - Compliance Method E tion eport from a Florida Registered Architect or a Licensed Florida ,+ Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner n 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 FL16736 R2 COI EvalReoort871C.pdf ` Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 . f ASTM E1886-05 2005 https://ioridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2IIZm6TgPohLz6ontOd5HABPugYUIX1zzFJrTCXA%3d%3d[1/2/2018 11:05:25 AMj Florida B ilding Code Online • ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D, Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 R Date Approved 12/12/2017 Pr. at, FL S# 5 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 a Approved for use in HVHZ:Yes FL16736 R2 II CWS-871C. dmf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 k 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 R2 AE EvalRe o 871 .pdf I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party:Yes Glass complies to ASTM E1300-04. 16736.2 :HS-8200 PVC HorizontaLSlider,. HS-8200 PVC Horizontal Slider,IMPACT,t 111"x 63',XOX.' Limps of:Use �; Installation 3nstructSons Approved for us11 e:in"HVHZ Yes F L" 6736-R II WR_864 .prify Approved,for usw6utside HVHZ `Yes Verified By: Lucas A.,l'urner 58201 Design'Impact Pessurestant:Yes. created by`60/-60 Evaluation Raependent Third Party Yes Other Large Miss ,-111"x 63', DP+/-60,psf Outer lite in FL16736, R2 EoEvalRenort869C Rdf YQ =y I°:G fnust'tie safetyglazedN/hen used above30 ft in:HVHZ. Created,by Independ'ent�Third`Party Yesgn.'. Glass com Iles to ASTM-E1300 04.,, P a 1 54 REM 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::A seihflity Statement Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),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: Credit Card Safe nttpsJ/uonaabuilding.org/pr/pr_app dtl.aspx7param=wGEVXQwtDquSobl%2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA°/`3d%3d[1/2/2018 11:05:25 AM] 1239 Jabara Ave. URNER North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 871C August 29,2017 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"`Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005(4). This product complies with the requirements of the 6`h Edition(2017)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-871C, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1,4A,-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-871C, signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-871C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871C • 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 Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101 t I have evaluated the materials in these NOAs and find that they comply with the requirements of the -'6'h Ed. (2017)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. 54���ttxYlrr�t, RE W ctrl No 58201 :jr� tSTATE q : 4 8/29/2017 t "��6-40. Lucas A. Turner, P.E. r�l��ikltitS,i FL PE'#58201 i I I i I i GENERAL NOTES: CNIfEasysAmrmso HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED 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. WW W.CWS.CC 75 1/4'MAX OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 3.CONFIGURATIONS:"OX",'XO".74"MAX.UNIT WIDTH I"IORZ.SLIDER 4.DESIGN PRESSURE RATING: IMPACT 33"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A GLASS TABLES ASTM E-1300-04e01109. POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER -- -- -- -- -- INFILTRATION TEST PRESSURE AND GLASS TABLES Fa- o w O rn w 0 0 ASTM E-1300-04e01/09. w z O? _Z w I I I I 5.ANCHORAGE:THE 331/3!STRESS INCREASE HAS NOT BEEN USED 0 FQ-W Z O C 3:2 = IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Z Z 2¢ w 0 0 641/4" DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O 0 F-F-ci =F-(L MAX. B ANCHOR CALCULATIONS. p Z-U)Z Z F j U) FLANGE B I Z OOUu)-=U- HEIGHT I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT ¢ F-Z LLM ZO O U-Z REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT re 2 OFF=a:Z- I I I I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT Q of O U I I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w 0 0 w rn o w m w 6� LL FLYING DEBRIS. a Z=a Z O W.F- W F-0 D-2jr} HEIGHT O X 59 9/16" 7,ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT of = a Lu�w rn SMAS USED AT FIXED MEETING RAIL AND HEAD/SILL. D F D. HEIGHT8.SERIES!MODEL DESIGNATION HS 8200. �%%�� DREW ........."• I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: `.SC}• t�•'•.L��� 58 GLASS I B X=OPERABLE SASH,0=FIXED SASH G No 58201 :�1 DLO 5 C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR "k 5 LOCATION. 0STATE OF :14 11.EXTERNAL WEEP SLOT=114'x 1"LOCATED 4"FROM BOTH ENDS. c (p R 1 pP.•�Z`� C I �i�i�SSfoNA'E.1 0 C s A 33'GLASS DLO- - LO Z� 36 5116'MAX SASH WIDTH 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1674 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS DRAWN BY: DATE: TABLE OF CONTENTS ADE 10/10/13 GENERAL NOTES&ELEVATIONS...........1 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG"' REV-, SECTION VIEWS&GLAZING DETAILS....2 EXTRUSIONS&B.O.M...............................3 74"x 63" +/-60 PSF LARGE MISSILE IMPACT CWS-871 c ANCHOR SCHEDULE&NOTES................4 SCALE SHEET INSTALLATION DETAILS...........................5 1:15 1 OF 5 M 7 8 7 30 z WINDOW SYSTEPIS INTERIOR 1900 SW 44TH AVE. OCALA,FLORIDA 34474 11 1 18 1 1 3 6 WWW.CWS.CC 8200 PVC HORZ.SLIDER IMPACT 0 a Q Z ?� .QZ�i r ❑WO )Wow Z W-10 W ZOZ -z� LL LL FW3Z03m=J 41 40 3 1 9 39 Z zmm<WWOO OOF-F-U =09UdUUCo �D.F- SECTION S-B ZoUz?5 � ZUNZ U 8 11 NOTE:FIXED LITE AT HEAD } 4-W w O=OO Z AND SILL IS SIMILAR. g O F U ZO }O�-2 31 ZmW�0�WF- 1s o p WI=-O EL> 38 3 a F=- - Kia 36 ' 37 ��`�,QS.P'NG E....•TG"Q''i, 19 p: E•;Z 41 4 HEAD IMPACT HOOK(TYP.) �;• No 58201 b1 4 MIDSPAN OF SASH (ITEMS 35&36) 7/8"OVERALL 9: STATE OF 1/8"ANNEALED or TEMPERED r4'�F,A'(O R 10 N"�,�` INTERIOR I I 7/16"AIRSPACE I 5/16"LAMI 1/8•ANNEALED ONLY ENGAGED PRIOR ROTARY LOCK(TYPJ MDUPONT PVB INTERLAYER 43 TO HURRICANE FORCE WINDS. 1/8"ANNEALED I �/ I LOCATED AT THIRD POINTS 4 _ 19 I X I ( ) 43 PURFECTGLAZE'H' 9/22/2017 3 SIKAFLEX 552 LUCAS A.TURNER,P.E. 13 FL PE#58201 1 2IrEll 41 1239 JABARA AVE. 3a NORTH PORT,FL 34288 65 I I 16 SHEET ESCR PTIONO-1574 aI 5 1/2"GLASS BITE 0 0 32 SECTION VIEWS AND _ OUANEX DURASEAL GLAZING DETAIL 4 IG SPACER DRAWN BY: DATE: SECTION A-A HEAD IMPACT HOOK AND ADE 10/10/13 JAMB ROTARY LOCK LOCATIONS 120 - GLASS TYPE A DWG# REV: SECTION C-C 1:1 CWS-871 C ALTERNATE FIN FRAME SCALE: SHEET SETTING BLOCKS PER FBC 2411.3.3.1 1:2 2 OF 5 PARTS LIST 31/8" CORNER CONSTRUCTION ITEM PART# IDESCRIPTION VENDOR MATERIAL 31/g•�—.I 1 H-1497 Reinf.Sash Meet.Rail Keymark Alum I WINDOW SYSTEP95 2 H-1699 Reint S.B.R./S.S.R, Keymark Alum3 1900 SW 44TH AVE. 8 5 3 H-1836 Meet.Rail,Fxd. Keymark Alum OCALA,FLORIDA 34474 4 H-6052 Sash Top/Bot.Rail Mikron PVC 211/16' 39/16• 1/16" 21/8"1 t 1/16" WWW.CWS.CC 5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikrdh PVC CORNER WELD I 1/16^ 0 6 H-6050 Sash Meet.Rail,PVC Mikron PVC L O 8200 PVC (ALL SIDES) 7 H-6051 Sash Side Rail,PVC Mikron PVC 1.8 I"IORZ.SLIDER 8 H-6049 MBin Fr.,SH,w/Fig.,PVC Mikron PVC PVC FRAME FLANGE-6049 • FIXED RAIL-1836 IMPACT 9 1 P3029 IScreen Pull Tab Summit PVC FRAME FIN-6048 1 10 1 P3033 IScreen Spring,SS Hurley 1 15/16" 13116' 6 ¢ z ?: Q Z 11 P3113 Screw Support,PVC Team Plastic Rubber r-73!16' 9116' F 0w0 <rzw 12 P-3218 Of Screen Frame Allmetal RollForm s 7 4 40 o z N Z 00 it z m 13 P-3228 IScreen Spline,.155 Dia.,Blk. Dapa 1 518" 1518" 15/8" q 15/16* w P w Z 1-S M T 1/16" Z Z22Q0'Wp0 14 P-4754 Screen Frame Comer Key Allmetal Nylon 1/16" I q 1/16" q 1116" FIXED MEETING RAIL O o I-O Z c-=Co a. 15 P-3342 Seam Sealer,SM-5504 Schnee Silicone LL 1111-- SCREWED T OGETTHH E WITH 0 Z-0 Z Z F Co U) 16 P-3352 Set.Elk.,85 Dur.,1/8"x 5/8"x 2"Lg. Frank Lowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 Q 0 Z u-2 z O O O_tL0 17 P-3429 Wstp.,0.270 x.187 back FinSeal,G Ultrafab } Q¢�Q 0 w O 0 18 P3539 #8 x 3/4"Square TEK 2 Zinc Fastenal Steel 518" �'{ 4 0 O } O 19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel 3116' , {- ' 2 of Z m a N 0 w U)F 20 P-3752 Cap Plug,1/2"Hole M&M Nylon 1 1 15116'I�1 1/15^ 0 w r O a Of = m w U) P-3783 or O L 1116' D. I- a a I, 21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 ,"%01111111" Nylon P�0522 1 #81xer,Tande'1%4 Ph FH TEK,Wht. Fastennal Steel I 6" -I 1 5/16• 7116' 1 1/4' ��OQ`�. OEN Fr`-R2��i 23 -II 314" 24 P�069 Keeper,Impact,PVC Interlock 7/8" 1/16" X16 —I 34 .`'•No 58201 :�y 25 P-4479 Weep Coverw/Flap M&M Nylon 3 1/16• i *: :* 26 P 4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 1/16' -a- S.B.RJS.S.R.-1498 ROLLER TRACK-1776 S'9O� STATE OF 27 P-4958 Rotary Lock Sullivan Zinc 28 1 P-4952 lKeeper,Rotary Lock Sullivan Zinc rO 3116" 1/a• r7/8"'{ C...... a%.***'O NO�2`,, 29 P-4959 Wstp.,0.420 x.187 back FinSeal,G Ultmfab 0 I ���s/ONAi E 'r�rr�urrryi�� 30 P-4633 Barrel Fastener Fastenal Steel i I 7/S' 41 9/16" 31 S-1112 Reinforcement,Head Keymark Alum 5" --j5!8•r L L 32 1 S-1498 lReinf.S.B.R./S.S.R, Keymark Alum T— 36 PVC GLAZEBEAD-6064 1112 5/6" GLAZE BEAD-1112 34 S-1776 Roller Track Keymark Alum L 1/16" 35 1 S-1999 IFrame Hock,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 112"F1=1/8"�{ 3/8" 1 5116" ~© 9/22/2017 36 S-2000 Panel Catch,Head,Impact Keymark Alum II 3116 t— - 3 LUCAS A.TURNER,P.E. 37 S-6005 Anti Lift Mikron PVC FL PE#58201 38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC 3' 1239 1' 1/2 • 1/16" 1/1s" 11 PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005 1239 JABARA AVE. NORTH PORT,FL 34288 39 S-6014 IScm.Adapt.,PVC Mikron PVC r SCREW SUPPORT-3113 PH.941-380-1574 40 S-6063 Fixed Rail Cover Mikron PVC 5/16" SHEET DESCRIPTION: 41 S-6064 Glazing Bead Mikron PVC 1116••^{ 42 GLASS SEE SHEET CARDINAL GLASS T39 BOM AND EXTRUSIONS 43 Purfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone f 1/16 PVC SCREEN SUPPORT-6014 DRAWN BY: DATE: ADE 10/10/13 _ DWG0. REV-' CWS-871 C LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE:^ SHEET 33 1:2 30175 WIN EP15 121/2"MAX.O.C.(TYP.) 1900 SW 44TH AVE. �I 3'(TYP.) 4"MAX. ) 8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474 6"MAX.(TYP.) I 3„(�,P) SEE NOTE 2 4"MAX�P) SEE TE 2 W W W.CWS.CC 6'MAX.(TYP.) -- -- -- 8200 PVC INSTALLATION I I I ANCHOR(TYP I I I INSTALLATION HORZ"SLIDER I I I I I I ANCHOR(TYP.) IMPACT 8' MAX.O.C. (TYP-) Q Z � Q Z 3 F- 0 W 0 Q W p 0* rzw MAX.O.C. I I I I I W Z O Z W--F- (TYP•) O I X I I O X I Z Z2�QKW2=O 0 OHO Q=FOf 0 OcaI-z IL F-1n 0. Z ZO j—z j a W h?LL,g00u-Z I lA� I I I I 2sOFpFZ— Of I W O"wai0WLD v)w VV Of ZU7W 0_10J - a do--- -- -- -- - --- -- D. Wrz0 w= N a a Of a. ANCHOR LAYOUT-(FLANGE) ANAYOUT-(FIN) ,t"ItI011111% v' No 58201 ..1 r STATE F14 .46 .......... 0��.•�• NOTES: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.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 `1 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. A.TU 017 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,FL 34288 -PH.941-380-1574 SPECIFIED IN TABLE 1,SHEET S. 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 INSITALLATONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATONS 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 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 TABLEI,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 C 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(E)CTERIOR DOORS) 1:20 4 OF 5 MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY MIN.EDGE DIST. 1/4'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SY5TEP95 SEE TABLE 1 SEE TABLE 1 BY OTHERS OCA A, LTH AVE. SUBSTRATE BY OTHERS 1/4"MAX.SHIM SEE TABLE I WWW CWS.CCg474 SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 8200 PVC NSIDEAND OUT SEETABLE1 ANCHOR HORZ.SLIDER SEALANT BEHIND S ETABLEDMENT IMPACT FLANGE BY INSTALLER 1/4"MAX SHIM a Q z � ¢ZO aPERIMETER SEALANT Z w J p a w o w PERIMETER SEALANT BY INSTALLER w z O z BY INSTALLER INSIDE AND OUT 0 F W�Z 0��2 INSIDE AND OUT INSTALLATION ANCHOR Z Z=2 Q D_w 0O O SEALANT BEHIND SEE TABLE 1 O O H 0 U a=I-D_ INSTALLATION ANCHOR tq z F-(A CL SEE TABLE 1 FLANGE BY INSTALLER FINAB STALLER Z Z C7=-Z j U / a l HORIZONTAL SECTION C HORIZONTAL SECTION } F--LL TYPICAL FIN ANCHORAGE 0 w O=LLO Z 5 TYPICAL JAMB ANCHORAGE 5 HEAD AND SI SIMILAR FOR FIN INSTALLATION Q W 7 O 2 Z�w�O�(0Fw- a of =~of www 1/4'MAX.SHIM 0_ I- d SEALANT FLANGE BYEINSTALLER o `�,+PNoREW PERIMETER SEALANT EN,y .�Qy��� BY INSTALLER MIN.EMBEDMENT �. No 58201 SEE TABLE 1 INSIDE AND OUT t3: :2'z G9% STATE OF .41 SUBSTRATE BY OTHERS "��0 ••.k 11! ��� SEE TABLE 1 F O H P�� SEE TABLE1 7Z, DIST. ,id�4q+ONA q VERTICAL SECTION 5 TYPICAL SILL ANCHORAGE z� TABLE 1:APPROVED INSTALLATION FASTENERS 0 9/22/2017 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. - V// FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE. _ FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"RW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1' INSIDE AND OUT t—D1 HORIZONTAL SECTION PH.941-380-1574 FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4' 2-1/2' S BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1-3/8' 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITN FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE 7/16" 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 DWG#: REV, 1/8'ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 7/16" CWS-871 C 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-112" - 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 5OF5