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HomeMy WebLinkAboutProduct Approval Florida.Building Code Online Page 1 of 2 Nx- BMW SCIS-Home- Log In ( User Registration Hot Topics Submit.Surcharge i Stats&FaCtS ( Publications i FSC Staff BdS Site Map i Links •Search Florida i r tri Product Approval egg USER:'Public User is±sy,,,rea Product Aooroval Menu>Product or AoolicationSearch>Application Us >Application Detail- Er ' 7a a oar i w FL# FL16736-RN. 2 i s L Application Type Revision Q� , Code Version 2017 Application Status Approved Comments Archived o' RECEIVED Product Manufacturer Custom Window'SystemsInc. OCT �O�Q o Address/Phone/Email 1900 SW 44th Avenue Ocala,FL,34474 (352)368-6922 Ext 245- $T. Lucie County, Permitting kpine@cws.cc Authorized'Signature. Kevin.Pine kpine@cws.cc Technical Representative Jay Lathrop Address/PhonOEmail 1900'SW 44th Ave Ocala,FL 34474 (352)368=6922' Ext 291 jlatheop@cws.cc Quality Assurafice Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala.,FL 34474 (352)368-6922 Ext 221, amonteverde@cws.cc Category Windows Subcategory Horizontal Slider. 'Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida`Professional Engineer 11,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 FL16736 R2 COI Eva1Reoort871C.odF Referenced Standard and Year(of Standard) Standard. Year AAMA/WDMA/CSA/101/I.S.2/A440=08 2008 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fIZm... 12/14/2017 . Florida Building Code Online Page 2 of 2 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 Date Approved 12/32/2017 Summary of Products .. ............. 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 R2 11 CWS-871C.odf 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",OP+/-60 psf..Outer lite in FL16736 R2 AE EvalReport871C adf 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 Horizontal Slider HS-8200 PVC Horizontal Slider,IMPACT,111"x 63",XOX. Limits.of Use Installation Instructions Approved for use in HVHZ:Yes FL16736 R2 11 CWS-869C.odf 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+1-60 psf.Outer lite FL16736 R2 AE EvalReDort869C.ndf in 1.6:must be safety glazed when used above 30 ft.in Created by Independent Third Party,Yes HVHZ.Glass'complies to ASTM E1300-04. Back Nezt Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850.487-1824 The State of Florida is anAA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement is 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'nail 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 Sectlon 455.275(1),Florida Statutes,effective October 1,2012,;licenseeslicensed under Chapter 455,F.S.must provide the Department with an email address if they have one.Theemalls provided may be used for official communication with the licensee.However email addresses arepublic record.If you do not wish to supply a,personaleddress,please provide the Department withan-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.App�rova�l Adepts: L�1 iCFexl Credit Card Safe http://www.floridabuilding.org/pr/pi_app_dtl.asps:?parain=wGE-VXQwtDqu8ob1%2flZni... 12/14/2017 UNER1239 Jabara Ave. 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'h 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 Eta 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-871'C,signed and sealed by Lucas A.Turner,P.E. 3), Test Reports NCTL-210-3887-1,-1A,-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 1.996'04/06/09,and:AAMA/WDMA/CSA 101/I.S.2/A440 `08 4) Supplemental Calculations to support CWS-871 C,signed and sealed by Lucas A.Turner;P,E. Installation: Units must be installedaccording to approval document CWS-;871C. Limitations of Use: This product: © May be used up to the sizes and daylight openings indicated in CWS471 C ® Achieves design pressures of+/-60 psf o 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 fi 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.. 1�.1`�pi[jRE►N T�Jfi r Lucas = No 5829 Turner 2017-08-30 13: STATE OF 16:09+20:00 .�o,�.,.,� 8/29/2017 P °.R ''�C�N�•`, Lucas A. Turner P.E. FL PE#58201 GENERAL NOTES: HORIZONTAL SLIDER LARGE IVIlSSILE IIVIYt` 1.THE PRODUCTSHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS 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. WWWCWs.CC 75 IW MAX,OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 74"MA)LUNIT WIDTH 3.CONFIGURATIONS:"OX",'X0". 8200 PVC HORZ.SLIDER 33"GLASS DLO 4.DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND IMPACT A GLASS TABLES Asfm E.1ZI00.04001109, -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES 0 ASTM E-1300-04001109. awo m<wo - o z W�m f Lij z0z _zw S.ANCHORAGE.THE 33 113%STRESS INCREASE HAS NOT BEEN USED a ; -;z 05 0 x 64114" I IN THE DESIGN OF THIS PRODUCT SEE SHEET 6 FOR ANCHOR �M w �--�: MW DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD (2) zo�EO .�woo FLANGE B B ANCHOR CALCULATIONS, 0 0 S2 if 0 CL X I'-x HEIGHT 0 z ,Z �-'U)IL Z 0(D:3—Z S.PRODUCTAPPROVED FOR IMPACT RESISTANCE. SHUTTERS z C6:i ARE P: 2 C)S�u-0 REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT 0 12 r,.-0 z 63- UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT cr �:cob§izd MAX MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND 00WH 2X I FLYING DEBRIS. LL i2 uj 0 En UNIT z 0 Ui V)I� IL —F IL Ctf 0 HEIGHT 0 ul -0 (L 3: W 59 9116* 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT CL W MAX USED AT FIXED MEETING RAIL AND HEADISILL. IL -.SASH HEIGHT 8.SERIES/MODEL DESIGNATION HS 8200, %%;�OREW'N :5813116" I 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: GElJgpp GLASS X=OPERABLE SASH,0=FIXED SASH DLO No 58201 "P 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. V% STATE OF 'Qr Z 11.EXTERNAL WEEP SLOT 1/4"x I"LOCATED 4'FROM BOTH ENDS. 0 C LL A f .DNA'tffifi C rA_-1 A----J �s 33'CLASSDL0LucasTurne �=.,,V'MAX.SASH WIDTH r 2017-09-22 912212017 13:58-04:00 LUCAS A.TURNER,P.E. FL PE 9 58201 1239 jABAAA-AVE. NORTH PORT,FL 34288 PH.941-380-1674 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS TABLE OF CONTENTS DRAWN 9Y,' DATE: GENERAL NOTES&ELEVATIONS...........I ADE 10110/13 SECTION VIEWS&GLAZING DETAILS....2 I-MAX. UNIT SIZE DESIGN PRESSURE RATING =IMPACT RATING UWG# —.' REv EXTRUSIONS&B. .M........................ 3 ANCHOR SCHEDULE&NOTES................4 74"x 63" ifo'—+/—60 PS LARGE MISSILE IMPACT CWS-871 c INSTALLATION DETAILS.................. 'g—CALE. SHEET 1:15 1 OF T a 30 2 WINDOW SYSTEMS '.INTERIOR 1900 SW 44TH AVE. OCALA,FLORIDA 34474 11 t 18 1 1 3 6 WWW.CWS:CC 8200 PVC HORZ.SLIDER p IMPACT az <z� owo ¢wI�ow zoz O~-F- o FWxx- OMS= 41 40 3 1 29 39 O OF-odgm�w Z 1-ma SECTION B-B z o 3 j–z?V w e 11 NOTE:FIXED LITE AT HEAD < P 2 IOi M o O U z 9� o AND SILL IS SIMILAR: 'p F F �i o�od rnza owcoW 19 d Z=D. KOgrF1-J O w.t-z w z n 38 3 d F- EL w W gomv N.1 36 19SF•.�,y i 41 4 HEAD IMPACT HOOK ITYP.) No 58201 q MIDSPANOFSASH (ITEMS 35&36) 718"OVERALL STATE OF 119"'ANNEALED or TEMPERED .10�"•.,�r"Z INTERIOR I 1 7116°AIRSPACE jpjvpflyff� 1 5116"LAMI - 118"ANNEALED ROTARY LOCK PRI JM DUPONT PVS INTERLAYER y rs ONLY ENGAGED PRIOR 43 TO HURRICANE FORCE WINDS. q I I LOCATED AT THIRD POINTS 1le'ANNEALED 9/22/2017 19 1 �, 1 (ITEM 27) 49 PURFECTGLAZE"H" t3 3 sIKAFLEX552 LUCAS A.TURNER,P.E. 22 FL PEf158201 1 41 1239 JABARA AVE. 34 I � NORTH PORT,FL 34288 e 5 I ^ PH.941-380-1574 `�-� I • 16 112"GLASS SITE SHEET DESCRIPTION: 5 \V•—I 3 SECTION VIEWS AND 0W213M=650 O OUANIX DURASEAL GLAZING DETAIL 4 IS SPACER DRAWN 6Y: DATE: SECTION A-A HEAD IMPACT HOOK AND JAMB ROTARY LOCK LOCATIONS ADE 10/10/13DWO a: REV.: 1.20 GLASS TYPE A SECTION C-C 1:1 CWS-871 C ALTERNATE FIN FRAME SCALE SHEET SETTING BLOCKS PER FBC 2411.3.3.1 1:2 20175 ik PARTS LIST 13 t/g• CORNER CONSTRUCTION t ITEM PART# DESCRIPTION VENDOR MATERIAL 3 V8•� 1 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1 112" WINDOW SYSTEMS 2 H-1699 ReintS.B.R:/S,S.R, Keymark Alum a 5, 3 19DOSW44THAVE. 3 H-1836 Meet.-Rail,Fxd. KeymaFk Alum OCALA,FLORIDA 34474 4 H-6052 Sash To lBot.Rail Mlkron PVC 1116" VAOVW.CWS.CC p 2 11116° 1716• 39716° O 2 1!B" � 1/16" 5 H5048 Main Fr.,SH,w/Fin.;PVC Mlkron PVC CORNER WELD 8200 wG. 6 H-6050 Sash Meet.Rail,PVC Mikron PVC I I� (ALLSIDES) y 7 H-6051 Sash Side Rail,PVC Mlkron PVC L 1.6 HORL.SLIDER 8 H-6049 MainFr.,SH,.w/Flg.,PVC ,Mlkron. ,PVC PVC:FRAME FLANGE-6049 fIXED.FAIL-7836 IMPACT 9 P-3029 Scree In Pull Tab _. Summit PVC.FRAME FIN-SD48 --' 1 10 P-3033 Screen Spring,SS Hurley 1 15/18+ 13116^ 6 C z ¢z 11 P3113 Screw Support,PVC Team Plastic Rubber 23ne^ 6 9/t6° ` z w w❑ ¢ o w f— H pw0 <w O 12 P3218 Screen Frame Allmetal RoIlFortn 7 4 4o wo z y z oro E2 3 m 13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 1518^ 1 5re" 1 518° 15116" u F w I-3"�_ f�1I 1116" O O F O 14 P-4754 Screen Frame Comer Key Allmetal Nylon 1116" - 1/16" 0 1/16" .L� SCRFIXED EWED TOGETHER IWITH 0 U N Z CL P U)a 15 P3342 Seam Sealer,SM-5504 Schnee Silicone U ouTERFRAME o z L4 0 --=)O- 16 Z F-o ro 16 P3352 Set.Bik.,85 Dur.,118"x 5l8"x 2"Lg. Franklowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE.RAIL-6051 PVC SASH TOPlBTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 ¢ -z a CQZO 0a U ¢ z 17 P-3429 Wstp.,0.270 x.187 back FinSeal,G Ultrafab g¢O Z- 18 P-3539 48 x 3/4"Square TEK 2 Zinc Fastenal Steel 5J8° y4" 0 K0�W 0 uj 0 rLrpowrn 19 P4730 #8 x 112"Truss PH TEK 2 Zinc Fastenal Steel 3116" 2 rr _z u1 d O 0�to 20 P3752 Cap Plug,172"Hole M&M Nylon L 1 75116" tA6• 0 w Iz-O i s r P3783 or O t116 a � a y 21 P5250 Spring Lock,Impact,PVC Interlock SASHMTG.RAIL-1497 SASH,REINF.-1699 22 P-4779 Roller,Tandem M&M Nylon i 5116^ ��` � rG�• 7116"' 11/4' ......... 23 P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 3 3/16" 314"i-- 24 P-0069 Keeper,Impact,PVC Interlock 718" �_ I _-- No 58201 L 1/t6° 3 /1���� }}LL1D1��" 25 P-4479 Weep Cowrw/Flap M&M Nylon 7-- t/1 fi" E 26 P4638 #8 x 21/2 Ph Truss SMS .Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 1 1116" C b• :Or= 'S.B.RJS.S.R.-1498 ROLLERTRACK-1776 '9=• STATE OF .1✓/� 27 P4958 Rotary Lock Sullivan Zinc so,�•.,� PB P4952 Keeper,Rotary Lock Sullivan Zinc rA 3116" 4 1 ........ 1 '- 29 P4959 Wstp.,0.420 x.187 back Fin Sea],G 114 7!8" Ultrafab 0 O 41 r J np11t1pB` 30 P4633 Barrel Fastener Fastenal Steel I 1 718" 9lt6t 31 31 S-1112 Reinforcement,Head Keymark Alum 6•� -.1518"i^ J___ 32 S-1498 Reinf,S.B,R./S.S.R, Keymark Alum T- 3s 1116" S1L 1116" PVC GLAZEBEAD.-6064 GLAZE BEAD.1112 34 S-1776 Ro1lerTrack Keymark Alum — 35 8-1999 Frame Hook,Heed,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT`CATCH-2000 1/2-1 1118"� 35/16.1' 9/2212017 36 S-2000 Panel Catch,Head,Impact Keymark Alum }!L{-- ]JT—��ylt- L'9j3 37 8.6005 Anti Lift Mlkron PVC 3116 LUCAS A.TURNER,P.E. 38 S-6013 Scm.Adapt..W/Nib,PVC Mlkron PVC r{R3 F--{-1/2 U60 ' 600 FL PE#58201. p � 11 PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005 1239 JABARA AVE. 39 5.6014 Scm.Adapt.,PVC Mlkron PVC SCREW SUPPORT-3113 NORTH PORT,-1 34286 PH.941-380.1574 40 5.6063 Fixed Rail Cover Mikmn PVC. { 1178"tel SHEET DESCRIPTION: 41 S5064 Glazing Bead Mlkron. PVC I 42 GLASS SEE SHEET2 CARDINAL GLASS 39 BOM AND EXTRUSIONS 43 Purfect Glaze•H',SikaFlex 552 Henkel I Sika Silicone 11th" PVC SCREEN SUPPORT-6014 DRAWN BY: DATE: ADE 10!10/13 DWG 9; REV.: CWS-871 C 33 E ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6083-T6 UNLESS OTHERWISE NOTEO. SCALE:1.2 SHEET 3OF5 VVINDOW Cp 1900 SW 44TH AVE. 12112"MAX.O.C..(fYPJ .00ALA,-FLORIDA 34474 -.{ w(TYP.) 4"MAX CrYP.) 8"MAX O.C.(TYP.) 6"MAX.(TYP.) I SEE'NOTE 2 SEENOTE2 WWW.CWS:CC 6"MAX.(fYP.) 1' 3"�P.) 4"MAX(TYP.) . INSTALLATION ANCHOR(TYP.) I I HORZ.SLIDER 1 I I I I INSTALLATION I 11 B. I I I ANCHOR(TYP.) IMPACT MAX O.C. (TYP.) Z Q Q O NW00 Z WD❑ ¢1-❑w MAX.O.C. I I I 1 I I w Z.O Z}K~ y I z Fw ZF-Lu00 O 0 0 ZFM 4=�w- U UM:F"Z D'I-(0(L 2 pf7j-??v.w Q Z�NZ x 0 O V VV mw wo v) - -- -.-.- -- -- -- -- p w n.0 D_x >- w 3:w 6. F D K D ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-{FIN) ���paApRELy�T No 58201, -.-A G '9O. STATE.OF :AflZ`, F It 410 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 BEAM". USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE `1 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOTALLOWED. ' 9/2212017 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEETS. . LUCAS A.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METAL'S OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 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, 34288 PH.941-380E-1L 34 SPECIFIED IN TABLE 1,SHEET S. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCREf EICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS„IF USED;INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT 00 NOT REOURE IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN 0Y; 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, owca: 7S4OF5 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS ASSHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 C9.SEALING AND FLASHING STRATEGIES FDR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SC - HEETFMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMAMlDMA 300(EXTERIOR DOORS) 1:20 0 MIN.EMBEDMENT �S�'LS1Sn]1LY111/UU(!(J(ll TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY OTHERS WINDOW SYSTEMS MIN.EDGE DIST. 114"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE. SEE TABLE 1 SEE TABLE 1 BY OTHERS GEE TABLE 1 OCALA,WWW..FLORIDA34474 SUBSTRATE BY OTHERS---, 1/4°MAX.SHIM W W W.CWS.CC SEE TABLE 1 MIN,EDGE DIST. MIN.EMBEDMENT _ SEE TABLET PERIMETER SEALANT SEE TABLE 1 8200 PVC BYINSTALLER INSTALLATION ANCHOR - HORZ.SLIDER INSIDE AND OUT SEE TABLE SEALANT BEHIND 0 SEETABLEIMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM aQ Z ¢Z0 aPERIMETER SEALANT W w p < O W PERIMETER SEALANT BY INSTALLERW Z O Z yy 0=-z BY INSTALLERCINSIDE AND OUT a co Z O� 2= .INSIDE AND OUT INSTALLATION ANCHOR Z Z S.:E Q WOO SEE TABLE 1 O O F-O Lj. 2 N K SEALANT BEHIND 0 U U)N Z.D.P V)CL INSTALLATION ANCHOR FLANGE BY INSTALLER 'SEALANT BEHIND p Z- Z O O SEE TABLE 1 FIN BY INSTALLER S O Z V a)Z b O U g HORIZONTAL SECTION C \ HORIZONTAL SECTION �-O W o O O Z 5 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE § wO~Zvi C 0: z 0 5 U) HEAD AND SILL SIMILAR FOR FIN INSTALLATION ��?,O?�O m OO D:fq OW fAW O W�O D.2O> M IL w 114°MAX.SHIM SEALANTBEHINDO `� NpREWT, FLANGE BY INSTALLER , � .......... F PERIMETER SEALANT MIN.EMBEDMENT No 58201 'FP BY INSTALLER SEETABLE 1 INSIDE AND OUT - .p `STATE OF SUBSTRATE BY OTHERS _ S SEE TABLE 1 MIN.EDGE DIST. �f�S/OVAL�C``�� SEE TABLE i q VER TICAL SECTION 5 TYPICAL SILL ANCHORAGE y� O 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE. 'MIN.EMBEDMENT'MIN.EDGE DIST. LUCAS A.TURNER;P:E._ FL PE#:58201 FLANGE CONCRE 20. 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE. GE HOLLOW OR GftOUTfILLED CMU(117PCF MIN.) 3116"INJTAPCON 1" BY INSTALLER NORTH PORT,FL 34288 INSIDE AND OUT PH.941-380-1574 FLANGE D HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTIM C-90) 3116"ELCO ULTRACON 1-114" 2-112" 5 BOX FRAME INSTALLATION s oesDESORPTION:T F 3116"ITW TAPCONHEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-318 718 INSTALLATION DETAILS FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 910 WOOD SCREW 1318" 718" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(o.oso")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR 17W FULL THREAD UP TO AND.INCLUDINGA BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 10110/13 EFLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW 'THRU 0.060" 7116 -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESNE CAULK IS APPLIED DWO p: REV.: 116"ALUM.(6063-TS MIN.)OR 910 GRADE 5 SELF-TAPPING/ FULLTHREAD 7116„ INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 C 118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS soALE SHEET 2X MIN.SOUTHERN PINE(G=0.55) 98 WOOD SCREW 1-112" 112" SHOWN FOR FLANGE WINDOWS. 1.2 5OF5