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HomeMy WebLinkAboutProduct Approval (2) FILE COPY L IVED 9y, Permitting PRODUCT APPROVAL NUMBER: FL #16736.1 OPENING IDENTIFICATIONS : 2. HS 3. HS 1/4/2018 Florida Building Code Online FLORIDA DEPARMENT OF Business & ( Professional Regulation AL SOS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats A Facts Publications FBC Staff SCIS Site Map Links j Search ba 4 Product Approval pr USER:Public User Product Approval Menu>Product or Application Search>ADDli cation List>Application Detail RECEIVED OFFICE• FL# FL16736-R2 SECRETARY Application Type Revision Code Version 2017 MAR 2 9 2018 Application Status Approved $T. Lucie County, Permitting Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@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 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 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A.Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Unch, PE Validation Checklist-Hardcopy Received Certificate of Independence FL16736 R2 COI EvalReport871C.od 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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOd5HABPugYUIXlzzFJrTCXA%3d%3d 112 1/4/2018 Florida Building Code Online 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 12/12/2017 Summary of Products LFL# 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 II CWS-871C.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 R2 AE EvalReport871C.Ddf 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 II CWS-869C.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 R2 AE EvalReport869C.odf 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. Back Next 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::Accessi bi lity 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: © ® ® P�I`K1. Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8oblg/"2flZm6TgPohLz6ontOd5HABPugYUIX17ZFJrTCXA%3d%3d 2/2 URNER 1239 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"'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`b 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,-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 C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-871 C. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871 C • 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 1 I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6''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. %%�� t10REW GEN Lucas :v r No 58201 ••;_ _ r Turner 2017-08-30 16:09+20:00 ;� STATE of iu� ;0;0 . A% P;•_�'�` 8/29/2017 �''.�'S• A t�''•����� Lucas A. Turner P.E. 14,818111111100 Al- ,� FL PE #58201 GENERAL NOTES: HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED yy�jNC]Y/t/DOy/N\W1 SYSTEP1S 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 75 1/4" MAX.OVERALL FLANGE WIDTH - - - 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 74"MAX UNIT WIDTH 3.CONFIGURATIONS:"OX","XO". HORZ. SLIDER 4.DESIGN PRESSURE RATING IMPACT 33'GLASS DLO- -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND � ' A GLASS TABLES ASTM E-1300-04e01/09. __ __ -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER �. INFILTRATION TEST PRESSURE AND GLASS TABLES g 3U)w O ASTM E-1300-041/09. Z w_j 0 Q r_O e0w - w zOZ D=-fit 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 0 H w 3 z O Df 3 m IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Z Z=�t Q w W 0O O 64 1/4DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O�O Q=,D' MAX.FLANGE B B ANCHOR CALCULATIONS. O z— Z Z .7 rn HEIGHT I Z O Z U wj Z U- 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT } Q—W w O O Z REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT � 2 3 O H F-tz z I I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT ¢ rr En U O U 63" I I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS ANDW w w v}j �w MAX. FLYING DEBRIS.UNIT a z=o_ O 0 0-rn HEIGHT O X i 59 9/16" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT a =~X W 3 a/n SMAS USED AT FIXED MEETING RAIL AND HEAD/SILL. ~ a HEIGHT 8.SERIES/MODEL DESIGNATION HS-8200. �t�OREby����i 9•'•CEN 58 13/16' 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: VP: SF•.�y,� GLASS I 8 X=OPERABLE SASH,O=FIXED SASH No 58201 DLO 5 - C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR * * •• 5 LOCATION. S9'• STATE OF W, I I 5 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. 61 (OR C -- C 6 A -- LucasTurne 33"GLASS DLO- 36 5/16"MAX.SASH WIDTH r 2017-09-22 9/22/2017 13:58-04:00 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 SECTION MOTES&ELEVATIONS DETAIL ....1 MAX.MUNITIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.: SECTION VIEWS&GLAZING DETAILS....2EXTRUSIONS&B.O.M...............................3 7 +/- 60 PSF LARGE MISSILE IMPACT CWS-871 c ANCHOR SCHEDULE&NOTES................4 SCALE: SHEET INSTALLATION DETAILS...........................5 1:15 1 OF 5 7 8 30 2 WINDOW SYSTEhIS INTERIOR 1900 SW 44TH AVE. OCALA,FLORIDA 34474 11 17 18 1 1 8 WWW.CWS.CC 8200 PVC HORZ. SLIDER IMPACT a n < z 3 <Z3 ~Z Ow0 a~0 2 zz 0 ¢O0 }OD '3:m 41 40 1 �9� Z ZI2Q� wpO O OF Ov¢ SECTION B-B o0 0 F,z a- j w O,—_t N 8 77 NOTE:FIXED LITE AT HEAD } C 3,w p Oz LL O z AND SILL IS SIMILAR. O F Z O 31 w 00K>-OWOW 19 Zia 0af�v1� o- =~Oa wowm 3e �3a 17 --- � ,ttttttrungr 36 3 `��� p,RORE Vv Tharri 19 �c: *CE...... g GQ��iL o- 4 �.G• � F L HEAD IMPACT HOOK(TYP.) `�' No 58201 ••'• ,z MIDSPAN OF SASH If �'k (ITEMS 35 d 36) gip; -az 7/8'OVERALL .13:• STATE OF .W -- 1/8'ANNEALED or TEMPERED4 �!�Om'•,F� O•,✓= � F• OR1 *C�?� INTERIOR I i 7/16•AIRSPACE ,��is`r�pMssils, 5/16'LAMI 1/8'ANNEALED ROTARY LOCK(TYP.) ONLY ENGAGED PRIOR ,=DUPONT PVB INTERLAYER 3 TO HURRICANE FORCE WINDS. 4 I LOCATED AT THIRD POINTS 1/8'ANNEALED 19 3 X I (ITEM 27) 43 PURFECT GLAZE-H' 9/22/2017 13 'n �� SIKAFLEX 552 LUCAS A.TURNER,P.E. 1 `ll� FL PE#58201 41 1239 JABARA AVE. e 5 NORTH PORT,FL 34288 PH.941-380-1574 I I 16 SHEET DESORPTION: 5 ' 3 1/2'GLASS BRE SECTION VIEWS AND 0 0 OUANEXDURASEAL GLAZING DETAIL q IG SPACER DRAWN BY: DATE: SECTION A-A HEAD IMPACT HOOK AND JAMB ROTARY LOCK LOCATIONS ADE 10/10/13 1.20 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# DESCRIPTION VENDOR MATERIAL 31/8' 1 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1 1/2' WINDOW SYSTEMS 2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum 8 5 7 3 1900 SW 44TH AVE. 3 H-1836 Meet.Rail,Fxd. Keymark Alum1 $ WWW. FLORIDA 34474 1/16' WWW. FLORIDA 4 H-6052 Sash Top/Bot.Rail Mikron PVC 211/16" 39/18' U 2118• 5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC o — - - CORNER WELD 6 H�O50 Sash Meet.Rail,PVC Mikron PVC $200 PVC (ALL SIDES) 7 H-6051 Sash Side Rail,PVC Mikron PVC �' 1^ 1.8 HORZ. SLIDER 6 H-6049 Main Fr.,SH,w/Fig.,PVC Mikron PVC PVC FRAME FLANGE-Will FIXED RAIL-1836 IMPACT 9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048 10 P-3033 Screen Spring,SS Hurley 1 15116• -13/16" 15 Z Q r-23/18' 9/16" � � Z O 11 P-3113 Screw Support,PVC Team Plastic Rubber rFr I f p w O Q 0 0 12 P-3218 Screen Frame Allmetal RollForrn r 8 7 4 0 Fn w Z O Z af1=Z F 13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 15/8' 1 518' ul 1 1 5/8' 1 5116" LL H w Z t3:2 x 14 P-4754 Screen Frame Comer Key Allmetal Nylon I ll L) 1/16" FRED MEETING RAIL O 0 0 a¢w O O 15 P-3342 Seam Sealer,SM-5504 Schnee Silicone 1/16" L IJ 1/16" L U 1/1� SCREWED TOGETHER WITH Q 0(n�z 0-~v)a- Z- Z H D 0 16 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-8050 PVC SASH SIDE RAIL-6051 PVC SASH TOPBTM RAL-6052 PVC FIXED RAIL COVER-6063 OUTERFRAME Z 0 Z V V1 Z=O L)U 17 P-3429 Wstp.,0.270 x.187 back FinSeal,G Ultrafab <3Q:0 w-T O? 18 P-3539 #8 x 3/4"Square TEK 2 Znc Fastenal Steel yg.�- y 3/4' Q j 19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel 3/18' r+ 2 Z v�w cn 0�u�i H 20 P-3752 Cap Plug,112"Hole M&M Nylon Till' 1 15/116 1/16' 0 w H O 0-Ocn= or O L 1/16" L W F a W3:LU 21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG,RAIL-1497 SASH REINF.-1699 22 P-4779 Roller,Tandem M&M Nylon _ g•-- -I 15116' ������PyDREW�f!j, 23 P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 3 7/16" 11/ `J�p`i? `CENSFG�Q,iy 3/18' 3/4" 24 P-4069 Keeper,Impact,PVC Interlock 7/8' — r J:' Fes' 1178' 34 No 58201 t 11 25 P-4479 Weep Coker w/Flap M&M Nylon L 3 26 P-4638 #8 x 2 112 Ph Truss SMS Ajax Steel PLAN VIEW-1999 b; Via= HEAD IMPACT HOOK-1999 1/16" S.B.R./S.S.R._1498 ROLLER TRACK-1776 "p STATE OF .W� 27 P-4958 Rotary Lock Sullivan Znc 'O . 4� 28 P-4952 Keeper,Rotary Lock Sullivan Znc 0 5115• :n0.F4 OR tO N`'J�, 29 P�959 Wstp.,0.420 x.187 back FinSeal,G Uttrafab O 114" 41 x718"-j � S1ONA; 30 P�633 Barrel Fastener Fastenal Steel T_ I 31 31 S-1112 Reinforcement,Head Keymark Alum - 6. - —� �5/8'r- 7/� e/1T6 32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum T 36 1/16 34 S-1776 Roller Track Keymark Alum 5/L 1/16 PVC GLAZEBEAD-6064 GLAZE BEAD-1112 yry 35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2. 11/8"-I LUCAS A.TURNER,P.E.3/8" 5/16'-{ 9/22/2017 36 S-2000 Panel Catch,Head,Impact Keymark Alum 3 37 S-6005 Anti Lift Mikron PVC 3116" 38 FL PE#58201 �-I ��� -- 38 5013 Scm.Adapt.,w/Nib,PVC Mikron PVC 1 3' 1/2' 1/16" 1/16'�O 1239 JABARA AVE. I 11 PVC SCREEN CATCH-6013 PVC ANTI-LIFT-8005 NORTH PORT,FL 34288 39 S-6014 Scm.Adapt.,PVC Mikron PVC 40 S-6063 Fixed Rail Coker Mikron PVC SCREW SUPPORT-3113 PH.941-380-1574 1 116" SHEET DESCRIPTION: 41 Sf064 Glazing Bead Mikron PVC 5116' 42 GLASS SEE SHEET 2 CARDINAL GLASS 39 BOM AND EXTRUSIONS 43 jPurfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone 1/16" PVC SCREEN SUPPORT-6014 DRAWN BY: DATE: ADE 10/10/13 DWG N: REV.: CWS-871 C LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: 33 SHEET 1:2 3 OF 5 WINDOW SYSTEFIS 12 1/2"MAX.O.C.(TYP.) - - 1900 SW 44TH AVE. 6"MAX (TYP.) 3• (TYP) NOTE 2 4' . SE ) MAX.(TYP.) 8"MAX.O.C.(TYP.) OCALA,FLORIDA 34474 , - - - E 6"MAX.(TYP.) - 3"(TYP.) 4-MAX.( .)- SEENOTE 2 www.CWS.CC - INSTALLATION 8200 PVC ANCHOR(TYP.) i I INSTALLATION HORZ" SLIDER ANCHOR(TYP.) IMPACT MAX.O.C. (TYP.) P oWo U)wr0o IMAX.O.C. I I W zoz Xrztz (TYP.) I O I I X O X I F—a-00 >_0ZE­��_ ❑ 0 Ln Z 0 D Z Z 1-D U) H LQF-}❑wOui \� W W 0( U)W w _----_- u W OJ U)U) Z - D_ -_ rx -- _ -- O W p W O ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) No 58201 '. STATE OF 10. P '2� 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 y CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. r 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 9/22/2017 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 LUCAS A.TURNER,P.E. 8201 BE PROTECTED TO PREVENT REACTION. FL # A JA 1239 BARA AVE.A FL 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,-1574 34288 PH.941-380-1 SPECIFIED IN TABLE 1,SHEET 5. 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 INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3" DRAWN BY: DATE.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 u: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,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(EXTERIOR DOORS) 120 4 OF 5 MN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATEBY VCY//A)JLLLfVK��!!!!!U// MN.EDGE DIST. 1/4'MAX SHIM SEE TAB ES1 MN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SUBSTRATE BY OTHERS SEE TABLE 1 FLORIDA 3447SHIMWWW. 1/4'MAX SHWWW.CWS.CC SEE TABLE1 MIN.EDGE DIST. - ---- MN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 8200 PVC BYINSTINSIDE oRtT SEETAB eoNANCHOR-- - HORZ. SLIDER SEALANT BEHIND C� SEE TABLE EMBEDMENT IMPACT FLANGE BY INSTALLER 1/4"MAX SHIM s 3 azo PERIMETER SEALANTz w J Qp ¢w o w PERIMETER SEALANT BYINSTALLER w Z Q z BY INSTALLER INSIDE AND OUT w-z O cr�2 INSIDE AND OUT INSTALLATION ANCHOR Z Z=2 a 0�w p O INSTALLATION ANCHOR -- - �-SEALANT BEHIND SEE TABLE 1 OQ O O Z¢a d FLANGE BY INSTALLER SEALANT BEHIND O Z-U) Z I- SEE TABLE 1 FIN BY INSTALLER Z O QU z�U �g� HORIZONTAL SECTION C HORIZONTAL SECTION } Q-w m O wO Z 5 TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGE tr 2� �(Owrz 3 O HEAD AND SILL SIMILAR FOR FIN INSTALLATION a w ODw�QJfnF 0 O w �0 a—:r x Lu 1/4"MAX SHIM a D- Ir 3 a FLANGESEALANT BYYINSTALLER O %0 tkOREW'I��i i N PERIMETER SEALANT 'JG ��CEgGQ,y ' BY INSTALLER MIN.EMBEDMENT S-..t No 58201 :-A r SEE TABLE 1 INSIDE AND OUT Z �9 STATE OF SUBSTRATE BY OTHERSI �OT••.F r.'�4u SEE TABLE 1 - -{ MIN.EDGE DIST. ,��i�S (�R� "•V\ \ SEE TABLE 1 �A 1 VERTICAL SECTION �5J TYPICAL SILL ANCHORAGE r Q 9/22/2017 TABLE I:APPROVED INSTALLATION FASTENERS F TYPE ANCHOR TYPE MIN.EMB 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 - 117 PCF MIN. 3/16"ITW TAPCON BYINSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1^ 1" INSIDE AND OUT HORIZONTAL SECTION PH.941-380-1574 FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2' / 5 1 BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8' HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2XMIN.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 KW IK-FLEX OR 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 DWG N: REV.: 1/8^ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/18' PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-871 C FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2' SHOWN FOR FLANGE WINDOWS. SHEET 1:2 5 OF 5