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HomeMy WebLinkAboutProduuct ApprovalFlorida Building Code Online File'e0of 2 Business &Frofessional Regulation lr �MaMr amwad SaS Home { Login I User Registration Hot Topic { Submit Surcharge { Stats & Fads Publications { me stall ,{ eas Site Map { Links { Search ! Busmen )rofessi I Product Approval � USER Public Use, Regulation Product Approval Menu > Produtt or Application Search > Application List > Application Detail / — 3S, i FL # FL16735-RI Application Type Revision Code Version 2014 Application Status Approved% 3 Comments Archived 0 Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@Lws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext291 ekoss@cws.cc Quality Assurance Representative ]ay 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 ® Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL16735 R1 COI EvalReo CWS-867B (HS-8200. 74x63. WZ3, IMP).odf Standard Year AAMA/W DMA/CSA/ 101/I. S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2flZm6Tk4Y... 9/9/2015 Florida Building Code Online 1 40 • Page 2 of 2 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 Date Validated 04/16/2015 Date Pending FBC Approval 04/19/2015 Date Approved 06/22/2015 Summary of Products FL # Model, Number or Name Description 16735.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, Impact, 74" x 63", XO or OX. Limits of Use Approved for use in HVHZ: No Installation Instructions FL16735 R1 II CWS-867B (HS-8200 74x63 WZ3 IMP). df Verified By: Lucas A. Turner 58201 Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Created by Independent Third Party: Yes Other: Large Missile "D", WZ3, DP +/- 50 psf. Glass Evaluation Reports complies with ASTM E1300-04. FL16735 R1 AE EvallReo CWS-8675 (HS-8200 74x63 WZ3, IMP). Ddf Created by Independent -Third Party: Yes 16735.2 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: No FL16735 R1 II CWS-868B (HS-8200 111x63 WZ3 IMP).odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +50/-50 Created by Independent Third Party: Yes Other: Large Missile "D", WZ3, DP =/- 50 psf. Glass Evaluation Reports complies with ASTM E1300-04. FL16735 R1 AE EvalReD CWS-868B (HS-8200 l I1x63 WZ3, IMP).Ddf Created by Independent Third Party: Yes 0adt Next Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AAJEEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, erna8 addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send elecbnnic 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 dick fI=. Product Approval Accepts: LOWME ®0a creditSArFE https://floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fIZm6Tk4Y... 9/9/2015 HORIZONTAL SLIDER - LARGE MISSILE IMPACT TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS ........... 1 SECTION VIEWS & GLAZING DETAILS.,..2 EXTRUSIONS & B.O.M...............................3 ANCHOR SCHEDULE & NOTES................4 INSTALLATION DETAILS ...........................5 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE ZONE lHVHZI OR IN ASTM E 1996 WIND ZONE 4 AREAS, 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: *OX",'XO'. 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. 5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEADISILL. 8. SERIES / MODEL DESIGNATION HS43200. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X - OPERABLE SASH, O - FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT -1/4' x 1' LOCATED 4' FROM BOTH ENDS. MAX. UNIT SIZE DESIGN PRESSURE RATING I IMPACT RATING 74" x 63" +/- 50 PSF I LARGE MISSILE IMPACT Lucas A. Turner 2015-04-11 15:16-04:00 owm% *ffl WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8200 PVC HORZ. SLIDER IMPACT Z : No 58201 *t * STATE OF 4/�5 LUCAS A. TURNER, P.E. FL PE N 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941.380-1574 GENERAL NOTES AND ELEVATIONS ADE 10/10/13 DWO.: REV.: CWS-867 B 1:15 1 1 OF5 INTERIOR SECTION A -A I SECTION D-D ALTERNATE FIN FRAME INTERIOR SECTION B-B NOTE: FIXED LITE AT HEAD AND SILL IS SIMILAR. KIK (TYP.) H FIN FRAME ONLY: JAMB IMPACT HOOKS OR ROTARY LOCKS LOCATED AT THIRD POINTS HEAD IMPACT HOOK AND JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS 1:20 SECTION VIEW C-C ALTERNATE JAMB ROTARY LOCKS MAY BE SUBSTITUTED FOR JAMB IMPACT HOOKS NOTE: ROTARY LOCKS ARE TO BE ENGAGED ONLY DURING HURRICANE CONDITIONS. GLASS TYPE A 1:1 7/e' OVERALL 1/8' ANNEALED or TEMPERED 7/16' AIRSPACE 5116' LAMI 1/8' ANNEALED .= DUPONT PVB INTERLAYER 1/8' ANNEALED PURFECT GLAZE'H' SIKAFLEX 552 1/2' GLASS BITE WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 8200 PVC HORZ. SLIDER IMPACT rn Lill 0 -Z No 58201 o l STATE OF 4�/05 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380.1574 FeIrwaSCRIPTT N: SECTION VIEWS AND GLAZING DETAIL a Jw : ADE 10/10/13 CWS-867 B AL� SHEET 1:2 20F5 PARTS LIST a tre ^-� CORNER CONSTRUCTION __31/g•--��fiM t tfz'- 5 21t116• 39116• 1116 21/8 1/16' tlt6 I= CORNER WELD L� (ALL SIDES) --1 - 1:8 PVC FRAME FLANGC••6049 FIXED RAIL- 1836 T PVC FRAME FIN-6048 t 11Sr16'-�j �13/16•-{ 9/16'-� 6 -•-23116' 'F I I ==e-� s } I IL 7 4 40 t 5!e• Isla- I S B• n t 5ns 1/16' 1/16• L�J 1/16' L J I LI FIXED MEETING RAIL SCREWOEE TOGETHER WITH PVC SASH MTG. RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER - 6063 1..8 �• ya. 0 3116" -Q 1 15l18' - I/16' t _ li O L 1/16' �- SASH MTG. RAIL-1497 SASH REINF. - 1699 s 1 5116' 7/16' 1 1!a - 4 j" a 7! I Q �_ - tits -� t�© tn6' i 1116 PLAN VIEW-1577 FRAME IMPACT HOOK-1577 S.B.RIS.S.R • ta98 ROLLER TRACK • 1776 3/ts' I/4• y Ire' O 7l 1 91E TL I{�I 1116' h 6• I 1 5/16' PVC GLAZES - 6064 GLAZE DEAD - 1112 7�L -t/16• v2' 1 u8 y 318 t Sr16• "I PLAN VIEW-1999 I 3 i HEAD IMPACT HOOK- 1999 �1� 1116' PVC SCREEN CATCH - 6013 PVC ANTI -LIFT • 6005 3116' I- O 5/16•, I 1 118• -{ I1 6• i - sre !J I 39 r '1 1' 6 I. S 8• PVC SCREEN SUPPORT - 6014 L v1s PLAN VIEW-2000 PANEL IMPACT CATCH - 2000 3f16. F�-•-i-1/2' UNLESS OTHERWISE NOTED. t t SCREW SUPPORT•3113 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC ITEM PART# DESCRIPTION VENDOR MATERIAL 1 H-1497 Relnf. Sash Meet. Rail Keymark Alum 2 H 1699 Refnl. S.B.RJS.S.R, Keymalk Alum 3 H-1836 Meet. Rall, Fxd. Keymark Alum 4 H-6052 Sash Top/Bot. Rail Mikron PVC 5 H-6048 Main Fr., SH, w/ Fin., PVC Mlkron PVC 8200 PVC HORZ. SLIDER IMPACT 6 H-6050 Sash Meet. Rail, PVC Mikron PVC 7 H-6051 Sash Side Rail, PVC Mikron PVC 8 H-6049 Main Fr., SH, w/Flg., PVC Mikron PVC 9 P-3029 Screen Pull Tab Summit 10 P-3033 Screen Spring, SS Hurley -- o 0 Y W c`tr 0 w < m 11 P-3113 Screw Support, PVC Team Plastic Rubber 12 P-3218 Screen Frame Allmetal RollForm 13 P-3228 Screen Spline, .155 Dia., Elk. Dapa 14 P-3321 Screen Frame Comer Key Allmetal Nylon 15 P3342 Seam Sealer, SM-5504 Schnee Slllcone U PL o a O Qo C F: to o w 0 O O a U m o Z O LU 16 P-3352 Set. Blk., 85 Dur., 1/8' x 5/8• x 2" Lg. Frank Lowe Rubber 17 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray Uitrafab 18 P3511 #8 x 518" SOUARE TEK 2 Zinc Fastenal Steel 19 P-4730 #8 x 1/2' Truss PH TEK 2 Z1nc Fastenal Steel 20 P-3752 Cap Plug, 1/2" Hole MSM Nylon 21 P3783 or P-5250 Spring Lock, Impact, PVC Interlock 22 P3804 Roller, Tandem MSM Nylon m ¢ Z 23 P-4051 #8 x 1 1/4 Ph FH TEK, Will. Fastenal Steel 24 P-4069 Keeper, Impact, PVC pe P Interlock •��p�u�pq��,i �0 OREw ;Pc;P 6•ENS•TG.pt��4i ��JG�' F •:;7' Z. y t No 58201 ,1t * * * = .9'. '. F` O R t Q•• �` �•�i�siONAj11��`� Z� 4/11/2015 25 P-4479 Weep Cover w/Flap M&M Nylon 26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel 29 P-4959 Wstp., 0.420 x .187 back FinSeal, Gray Ultralab 31 S-1112 Reinforcement Keymark Alum 32 S-1498 Reinf. S.B.R./S.S.R, Keymark Alum 33 S-1577 Frame Hook, PVC Impact Keymark Alum'�OT••;A 34 S-1776 Roller Track Keymark Alum 35 S-1999 Frame Hook, Head, Impact Keymark Alum 36 S-2000 Panel Catch, Head, Impact Keymark Alum 37 S-6005 Anti Lift Mikron PVC 38 S-6013 Som. Adapt., w/ Nib, PVC Mikron PVC LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941.380-1574 39 S-6014 Scm. Adapt., PVC Mikron PVC 40 S-6063 Fixed Rail Corer Mikron PVC 41 S-6064 Glazing Bead Mikron PVC 42 GLASS SEE SHEET CARDINAL GLASS 43 _ Purfect Glaze 'H', SikaFlex 552 Henkel / Sika Silicone 6H@ET DEBCRTPTION: BOM AND EXTRUSIONS 44 P3539 #8 x 314" Square PH Tek, W ht. Fastenal Steel 45 P-4958 Rotary Lock Interlock 46 P 4633 8 32 X 1/2" Bartel Fastener Interlock D M1�YP BY: AIDE DATE: 10/10/13 47 P-4952 Keeper, Rotary Lock Interlock LINE 27-28, USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 DYTd s; CWS-867 RE .: B ITEMS NOT 30 scA�E: 1:2 SHEET 3 OF 5 12 1/2' M 6' MAX. 6' MAX. 17' MA) (TYI rdi ANCHOR LAYOUT - (FLANGEI 2 INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 4' MAX. (TYP.) — 4- MAX. (TYP.) 8' MAX. O.C. (TYP.) raj T 8' MAX. O.L. (I YY.) S I I O I I I I X Y I I I ANCHOR LAYOUT - (FIN) SE NOTE 2 —INSTALLATION ANCHOR (TYP.) 2. SHIM AS REO 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. 3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5. 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 BE PROTECTED TO PREVENT REACTION. 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 SPECIFIED IN TABLE 1, SHEET S. 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. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE 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' FOR MASONRY, 1' FOR WOOD AND METAL. 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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA250(BOX WINDOWS), FMAIAAMA/WDMA 300(EXTERIOR DOORS) C 99008' WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CW S.CC 8200 PVC HORZ. SLIDER IMPACT aa� oa 'v : No 58201 i v 9_, STATE OF 4/111220015 LUCAS A. TURNER, P.E. FL PE It 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941.380-1574 ANCHOR SCHEDULE AND NOTES ADE 10/10/13 Wi REV.: CWS-867 B SHEET 1:20 40F5 SUBSTRATE BY OTHER SEE TABLE 1 PERIMETER SEALANT - BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND - FLANGE BY INSTALLER PERIMETER SEALANT — BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 TYPICAL HEAD ANCHORAGE - MIN. EDGE DIST. �- SEE TABLE 1 / MIN. EMBEDME SEE TABLE 1 L1/4' MAX. SHIM 1/4' MAX. SHIM MIN. EMBEDI SEE TABLE 1 r 4--MIN. EDGE DIST. SEE TABLE 1 A VERTICAL SECTION___ S TYPICAL SILL ANCHORAGE MIN. EMBEDMENT — SEE TABLE 1 --SUBSTRATE BY OTHERS 1/4" MAX. SHIM --- - SEE TABLE 1 MIN. EDGE DIST. SUBSTRATE SEE TABLE 1 BY OTHERS SEE TABLE 1 1/4' MAX. SHIM MIN. EDGE DIST. SEE TABLE I INSTALLATION ANCHOR SEE TABLE 1 —PERIMETER SEALANT .BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER �Bl HORIZONTAL SECTION 5 TYPICAL JAMB ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (2.0 KSI MIN.) 3116" RW TAPCON 1-112, 1.1/6' FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16- IT1N TAPCON 1' 2' FLANGE CONCRETE (2.85 KSI MIN.) 3116' ELCO ULTRACON 1" 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3116' ELCO ULTRACON 1-1/4" 2-1/2' FLANGE ZXMIN. SOUTHERN PINE (G.0.55) TAPCON OR OR ELCO ULTRACON 1.318" 718' FLANGE 2XMIN. SOUTHERN PINE (Gm0.55) N10 WOOD SCREW 13/8' 718' FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #10-16 HILTI KW IK-FLEXOR TTW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.060" 7/1G FLANGE 1/8- ALUM. (6063-T5 MIN.) OR 1/8• STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULLTHREAD THRU 0.125' 7/16' FIN 2XMIN. SOUTHERN PINE (G=0.55) 1#8 WOOD SCREW 1-1/2' VA SEE TABLE 1 QPERIMETER SEALANT BYINSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 • SEALANT BEHIND FIN BY INSTALLER C HORIZONTAL SECTION 5 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION �flwf WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.0 W S.CC 8200 PVC HORZ. SLIDER IMPACT .• No 58201 -o STATE OF LUCAS A. TURNER, P.E. FL PE # 58201 PERIMETER SEALANT—r"` 1239 JABARA AVE. BY INSTALLER NORTH PORT, FL 34288 INSIDE AND OUT PH. 941-380-1574 D HORIZONTAL SECTION §F€EY DESCRIPTION: \�V BOX FRAME INSTALLATION HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 10/10/13 MIN. 1/4' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED Dwd r: REV.: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CW S-867 B PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS saLE— SHEET SHOWN FOR FLANGE WINDOWS. 1.2 50F5 File Copy Building height Zone 4 Area 15 20 25 30 35 40 45 50 55 60 10 pos 37.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7 neg .41.1 43.8 45.9 47.5 49.2 50.6 52 53 54 55 20 pos F36.3 1 38.7 40.5 42 43.5 44.7 45.9 46.8 47.7 48.6 neg F39.4 42 44 45.6 47.2 48.5 49.8 50.8 51.8 52.8 50 pos 35.4 37.7 39.4 40.9 42.4 43.5 . 44.7 45.6 46.5 47.3 neg 37.1 39.6 41.4 42.9 44.5 45.7 46.9 47.8 48.7 49.7 \100 pas 32.2 34.4 36 37.3 38.6 39.7 40.8 41.6 42.4 43.2 neg 35.4 37.8 39.5 41 42.5 43.6 44.8 45.7 46.6 47.4 500 pas 28.2 30.1 31.5 32.7 33.8 34.8 35.7 36.4 37.1 37.8 neg 31.4 33.5 35.1 36.4 37.7 38.7 40.5 39.7 41.3 42.1 Building height End zone 5 15 20 25 30 35 40 45 50 55 60 10 pas. 37.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7 neg 50.7 •54.1 56.6 58.7 60.8 62.5 64.2 65.4 66.7 67.9 20 pos 36.3 38.7 40.5 42 43.5 44.7 45.9 46.8 47.7 48.6 neg 47.3 50.5 52.8 54.8 56.7 58.3 59.8 61 62.2 63.4 50 pos 35.4 37.7 39.4 40.9 42.4 43.5 44.7 45.6 46.5 47.3 neg 42.8 45.6 47.7 49.5 51.2 52.7 54.1 55.1 56.2 57.3 100 pos 32.2 34.4 36 37.3 38.6 39.7 40.8 41.6 42.4 43.2 neg 39.4 42 44 45.6 47.2 48.5 49.8 50.8 51.8 52.8 500 pos 28.2 30.1 31.5 32.7 33.8 34.8 35.7 36.4 37.1 37.8 neg 31.4 33.5 35.1 36.4 37.7 38.7 39.7 40.5 41.3 42.1 IF Wind design Pressure Chart for structures subject to Florida Residential Code 170 mph exposure C Wall component and Cladding pressures from Table R302.2(2) modified by adjustment factors from R301.l(3). Converted to Vasd according to R302.1.2.1.1 VILLEGAS 335 SE TRANQUILLA AVE PORT ST LUCIE, FL 34983