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HomeMy WebLinkAboutPRODUCT APPROVAL WINDOWS SINGLE HUNGSCANNO BY 9% Lucia GRAY BCIS Home i Log In i User Registration I Hot Topics i Submit Surcharge I Stats & Facts i Publications I Contact Us .I BCIS Site Map i Unks I Search ° Product Approval F6��� ^��/2 ■ USER: Public User dF, /v') Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL5823-118 Application Type Revision Code Version 2017 Application Status Approved RECEIVE® Comments Archived FILE COPY AUG 01 2018 Product Manufacturer Custom Window Systems Inc. ST. Lucie County, Permitting Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext245 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 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext221 amonteverde@cws.cc Category Windows Subcategory Single Hung 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 O Validation Checklist - Hardcopy Received Certificate of Independence FL5823 R8 COI EvalReoort155D.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-05 2005 ASTM E1886-02 2002 ASTM E1886-05 2005 ASTM E1996-02 2002 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 URNER ENGINEERING & CONSULTING, INC. 1239 Jabara Ave. North Port, FL 34288 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 440C September 7, 2017 Product Description: Series 8100 PVC Single Hung Window, Large Missile Impact, Continuous Head and Sill, twin configuration with integral mullion, 72 7/8" x 61 3/4" unit size (35 3/4" max. single unit width), 74 1/8" x 63" flange size, 1/8 (Ann. or Tempered) — Air — 1/8- .090PVB-1/8 glass Manufacturer: Custom Window Systems, Inc. 1900 SW 44t' 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 6t' 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-440C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3574-1, -lA, -2, -2A, -3, -3A, -4, -4A, National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, including large missile impact at midspan of integral mullion. AAMA/WDMA/CSA 101/I.S.2/A440-05. ASTM E1886/1996-02/05 including large missile Wind Zone 4 Missile Level D impact at midspan of integral mullion 4) Supplemental Calculations to support CWS-440C, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-440C.. Limitations of Use: This product: • May be used in twin unit configuration O/X — integral mullion — O/X with continuous head and sill in sizes up to 72 7/8" x 61 3/4" unit size (35 3/4" max. single unit width), or 74 1/8" x 63" flange size, with max. glass daylight heights of 26 13/16" on the fixed panel and 26 7/8" on the sash • Achieves a max. design pressure of +67.5/-70 psf • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 1/8 outboard (Annealed or Tempered, must be Tempered above 30ft when used in HVHZ.) — Air — 1/8Ann-.090PVB- l/8Ann glass minimum `t BIr RE rr�r Page 1 of 2 Lucas v,v' No 58201 .o. {fir+ 9/07/2017 Turner * * Lucas A. Turner, P.E. 2017-09-16 �� ``. ����� OF FL PE #58201 09:25+20:00 %�+0 OAl •�/► sr�ir 70NM --V' `S Limitations of Use, cont'd: • Requires Kuraray (Dupont) PVB Interlayer per Miami -Dade NOA 16-1117.027t • Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade NOA 17-0206.10t t I have evaluated the interlayer and framing materials in the Dupont and Quanex NOAs listed above and find that they comply with the requirements of the 6t' 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. Page 2 of 2 9/07/2017 Lucas A. Turner, P.E. FL PE #58201 SINGLE HUNG - LARGE MISSILE IMPACT 63" MAX. FLANGE TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS GLAZING DETAIL.................................2 SECTION VIEWS.................................3 EXTRUSIONS & B.O.M........................4 ANCHOR SCHEDULE & NOTES 741/8" MAX. FLANGE WIDTH 72 7/8" MAX. UNIT WIDTH 314" MAX. SINGLE UNIT WIDTH 31 9/16" GLASS DLO A AIC X 4 C -� GLASS DLO X I D MAX 6 SASH HEIGF 14 A 32 5/16" MAX SASH WIDTH GENERAL NOTES: asibbm• 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS 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 2. GLAZING OPTIONS: (SEE SHEET2) 8100 PVC 3.CONFIGURATIONS: "O/X-O/X. SINGLE HUNG 4. DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04eD1/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ��- p w O w p o ASTM E-1300-04e01/09. Z w o o < � w 5. ANCHORAGE: THE 33 1/3°k STRESS INCREASE HAS NOT BEEN USED w OLL Z O Z} K F w � � IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR z Z z x z ¢ x w O p DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O Uo O I- O (j ¢ x F Of a. `- ANCHOR CALCULATIONS. Z u~i — Z I- � cn 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. Z ¢ OU' . <p no- F- -, N p p W O O z ¢ O} i lw- F- rx- op~}owOg 7 WELDED. SMALL JOINT SEAM SEALANT ATMFIXED w u; pp USED MEETING RAIL ANDJAMB. ER a Z � J xa =0O co 8. SERIES / MODEL DESIGNATION SH-8100. w 2 ~ d K � w N ~ a 9 TE DESIGNATION DFISTAND RTHE FOLLOWING: XH OPERABLE SASH, O FIXED SASH Pg6EN�' 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Py G;' `S6•"• L�! -4. LOCATION. No 11. EXTERNAL WEEP SLOT =1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS. DESIGN PRESSURERATING LOCATION MAX. UNIT SIZE IMPACT RATING NOHHZFiZ 72-7/8" x 61-3/4" +/- 65 PSF LARGE MISSILE IMPACT + 67.5 / - 70 PSF LucasTume r 2017-09-22 12:40-04:00 z �- 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 GENERAL NOTES AND ELEVATIONS ADE I 01/26/09 CWS-440 C ALe: SHEET QUANEX DURASEAL IG SPACER FIXED LITE 7/8" OVERALL INSULATED GLASS 118" ANNEALED OR TEMPERED 7116" AIRSPACE 5116" LAMINATED GLASS 1/8" ANNEALED .090 PVBINTERLAYER BY DUPONT 1/8" ANNEALED PURFECT GLAZE "H" OR SIKAFLEX 552 112" GLASS BITE SASH LITE om�somffl WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc -7/8" OVERALL INSULATED GLASS -1/8" ANNEALED OR TEMPERED 8100 PVC SINGLE HUNG IMPACT Q F- Z ¢Z3 p W 0 cowoci 0 7/16" AIRSPACE W p z O Z 0_ ~ aen§}00=�m 5116" LAMINATED GLASS Z Z= 2<a: W o 0 1/8" ANNEALED O U OFOUQ=Fx V(n I- Z a H cn 0- p Z—? ZF-:Dw O .090 PVB INTERLAYER BY DUPONT Z 0 U m p V I-.?LL20oLZ 1/8" ANNEALED >- Q F F- F=- Z — F W }O O 0 F} 7 PURFECT GLAZE "H" OR SIKAFLEX 552 It LLfnW�OJfnF ? = CL p — cn _~CL ,v w w3:w aL = 1!2" GLASS BITE SETTING BLOCKS PER FBC 2411.3.3.1 �� 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH.941-380-1574 GLAZING DETAIL ADE 1 01/26/09 CWS-440 C ;ALE: SHEET i h� im � N Z O OCS I L Z T O 0 o 0 0 m O z m r� � w � � w D w D w I m + o I I I i w A I l N I O N I W q i Zo a A mZ T < co m m TA 0 D0 � n Z m C< G W 0 m m rQI C. U I A W m Z r. \�\lirrfrff/l O ` ' G! m D y O C ,��.. dd * .,,,� PROPRIETARY AND CONFIDENTIAL N D o (A O m N m :D N n ��� �0............ C i, _ pp ^' b m ` n ? _ �� y�;r :9s " THE INFORMATION CONTAINED IN Z pp :'En O o v j -o - v D fO `, + yt�.>' a z !A 9ti THIS DRAWING IS THE SOLE O O m' N ry z O!p a ° O.O PROPERTY OF CUSTOM WINDOW 1- _ p > Z °z W cn M c j� = 9:7° m* �" rn: m? SYSTEMS, INC. ANY D m co D° D o m m r._m N m v I_ �O o o �,' f� REPRODUCTION IN PART OR AS A n= m D = n� w G m %'Lti9 Y.• WHOLE WITHOUT THE WRITTEN -i l� O A C m m ,,�'OitiFFR11 PERMISSION,,, S STEMS, NCCUSTOM IS PROHIBITED.INDOW ED. iii A I PAK 15 LIS 1 REM PART# ESCRI 1 H-6031 Frame Head, Fig, Mikron Vinyl 31/8" FRAME CORNER CONSTRUCTION 3 1/8^ -{ 5 1 2 3 4 1ri6• 211/16" 3 sris° 1/1s^ CORNER WELD L� (ALL SIDES) 4- 1^ 1:8 PVC FRAME FLANGE-6031 PVC FRAME FIN-6026 13n6^-� 11sns^� f--z ins° z 1 10 1 sle" ^^ 1518" 1 s/a" `J FIXED MEETING RAIL I I �I 1/1 SCREWED TOGETHER WITH j_ 1/18 L U 1/16" OUTERFRAME 1:8 PVC SASH SIDE RAIL-6004 PVC SASH BTM. RAIL-6028 PVC SASH MTG. RAIL-6027 215116" 1 1/2" 7 1 3/6" 9/16" 41 7 13/4" 21/8° 1/16" 13I76" 6 J� 3n6° L I .045 1/16• 1_ PVC SASH STOP-6025 PVC FXD RAIL COVER-6063 INTERNAL MULL BAR-1727 MTG RAIL-1836 1--3/4"--{ 518" 3/4" 1r4" F— 3116^ 13 9 ,"15Eil� 7/835 L REINF. S.S.R. - 1498 REINF. S.T.R: 1497 REINF. S.B.R: 1699 PVC GLAZEBEAD-6064 5l16^ r 1 118^ 112" 3/16 F-3" 1 �f s- zs O 6 vis" - 1116" T SCREW SUPPORT-3113 PVC SCREEN SUPPORT�014 PVC SCREEN CATCH-6013 OTHERWISE NOTED. %%��/�7�a�j/y� V- (5tlgL4 m- WINDOW SYSTEMS Ea 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 2 H-6031 Frame Mikron Vin I 3 H-6031 Jamb Frame Jamb Fig, Mikron Vinyl 4 H-6031 Internal Fr. Jb. Mikron Vinyl 5 H-6026 Frame Fin Mikron Vin I 6 S-6025 Sash Stop/Filler Mikron Vin I 7 H-1836 Alum. Fixed Meet Rail Ke mark Alum 8100 PVC SINGLE HUNG. IMPACT 8 H-6027 Sash To Rail Mikron Vin I 9 H-1497 Reinforcement for STR Ke mark Alum 10 H-6028 Sash Bottom Rail Mikron Mn I 11 H-1699 Reinforcement for SBR Ke mark Alum 12 H-6004 Sash Side Rail Mikron Vln I Q � w LL 0 U Z a > F "—' as a Z C Z ❑ w o ❑ w o 0 z o z z i w z _ 0 H o¢ a w 0 0 0 ~ z D- _ ~ w Z O- O Z V uj — j U — 1= — C O u- V ¢ � O w o F o z O } ?� w '. U)w w ❑ w c' w — = O_ o v~i ~ a w W 3 w o 13 S-1498 Reinforcement for SSR Ke mark Alum 14 S-6064 GlazingBead Mikron Vin I 15 P-3059 Sash Cam M&M Plastic 16 P-4479 Wee Housing& Fla Assm. M&M Plastic 17 Block & Tackle Balance Caldwell Steel 18 P-3295 Take Out ClipSummit Steel 19 Sash SEE SHEET 2 CARDINAL GLASS 20 Fxed SEE SHEET 2 CARDINAL GLASS 21 P-3429 Ws 0.270 x 0.187 back FinSeal UItraFAB lon 22 P-4638 #8 x2-1/2 PH Mod. Truss, T Fastenal Steel 23 #10 x 1 1/2" Panhead SMS Fastenal Steel 24 Flat Washer Fastenal Steel 25 S-6014 Screen Support Mikron Vin I �-00gOREwr,, x P ,..... .. T e •'•c£NS''•G��', J:' No 58201 •t t S p a 9 =. STATE OF kr: .er O .�` '�,,� .' y[ O R 1 OP ?,�� ��"A%- �'�iis��NA;� ���` r� X <- 9/22/2017 26 S-6013 Screen Catch Mikron Mn I 27 S-6063 Fixed Rail Coder Mikron Vinyl 28 P-3113 Screw Support PVC Team Plastics Rubber 29 P-3352 Set Blk. 85 Dur. 1/8" x 5/8" x 2" Frank Lowe Rubber 30 S-6018 Mullbar COe Mikron Vinyl 31 P-3767 #10 x 1 Hex Head Tek Fastenal Steel 32 P-3342 Seam Sealer, SM-5504 Schnee 33 SikaFlex 552 or Purfect Glaze " H' Sika/Henkel 34 P-3541 #8 x 1/2 Flat Tek Fastenal Steel P-4051 #8 x 1 1/4" PH Flat Tek Fastenal Steel 36 P- Lock Interlock Steel 37 4069 P-4069 Keeper Interlock Steel 38 P-4264 98 x 3/4" PH Flat w/ #6 Head Fastenal Steel 39 P-3752 Hole Plug M&M Plastic LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 40 P-3559 #8 x 3/8" PH Pan Tek Fastenal Steel 41 H-1727 Internal Mullbar Ke mark Alum 44 P-3218 Screen frame ALL Metal Alum 45 P-3321 Screen Corner Key ALL Metal Plastic SHEET DESCRIPTION: BOM AND EXTRUSIONS 46 P-3228 Screen Spline DAPA Rubber 47 P-3033 Screen Spring FLA Screen Steel 48 P-3029 Screen Pull tab Summit Alum 49 Screen Material NY Wire Fiberglass DRAWN BY: ADE DATE: 01/26/09 50 1 P-4959 Ws 0.420 x 0.187 back UltraFAB Nylon LINE 42-43 USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS DWG*: REV.: C: ITEMS NOT SCALECWS-440 1.2 SHEET 4 OF 6 MIV num Al 1 6" MAX (TYP 6" MAX (TYP. 16 9116" MAX O.C. (TYP.) ANCHOR LAYOUT - (FLANGE) 4" MAX. (fYP.) fE 2 4" MAX. (7YP.) 6„ I MAX. O.C. cryP•) INSTALLATION ANCHOR (fYP.) MAX O.C. (TYP.) /-- DETAIL A �" 0 1111110 o ©IIIIIIIII� ANCHOR LAYOUT - (FIN) 0 SEE NOTE 2 INSTALLATION ANCHOR (TYP.) DETAIL A INTERNAL MULL ATTACHMENT 1:2 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 1116" 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 6. 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 6. 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 REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE 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. B. 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 TABLET, SHEET 6. 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: WINDOW SYSTEMS L 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT a ? 3 <Zo Q W 0 W ZOZ 2-zF ❑ Qlq§>0W3m Z ZS�QW'Woo ZO Q -Fa0rnzaco z- ZI-=N OZVOzDUZ--,200u- of2oPFFO QwW 0awow AW a z=wa rfo:w 0 wF.O a=�w a a w 11 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 ANCHOR SCHEDULE NOTES ADE 1 01/26/09 CWS-440 C ;ALE: SHEET TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDME PERIMETER SEALANT SEE TABLE 1 BYINSTALLER INSIDE AND OUT SEALANT BEHIND I I;zn FLANGE BY INSTALLER I I 1/4" MAX. SHIM INSTALLATION ANCHOR SEE TABLE 1 U 114" MAX. SHIM SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT MIN. EMBEDMENT BYINSTALLER SEE TABLE 1 INSIDE AND OUT �OjI SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEALANT UNDER SCREW SEE TABLE 1 HEAD BY INSTALLER VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 1/4" MAXSHIM— INSTALLATION ANCHOR SEE TABLE 1 BY OTHERS SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER / a l HORIZONTAL SECTION S 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.) 3/16" ITW TAPCON 1" 1-1/8" FLANGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16" IIW TAPCON V 2" FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON V 1" FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" FLANGE 2XMIN. SPRUCE -PINE -FIR (G=0.42) 3/16" rTW TAPCON OR ELCO ULTRACON 13/8„ 7/9' FLANGE 2XMIN. SPRUCE -PINE -FIR (G=0.42) #10 WOOD SCREW 13/8" 7/8" FLANGE 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) #lD-16 HILTI KWIK-FLEXOR ITW TEKS SELF -DRILLING SCREW FULL THREAD THRU 0.OW' 7/16" FLANGE 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) #10 GRADE 5 SELF -TAPPING / DRILLING SCREW FULL THREAD THRU 0.125" 7/16 FIN 2XMIN. SPRUCE -PINE -FIR (G=0.42) #S WOOD SCREW 1-112" 7/16' PERIMETER SEALANT BYINSTALLER INSIDE AND OUT WINDOW SYSTEMS L�_-_ MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 OCALA, FLORIDA 34474 1/4" MAX. SHIM WWW.CWS.CC 8100 PVC SINGLE HUNG SEE TABLE MENT IMPACT Q ? ¢Z� a PERIMETER SEALANT I- w OLLIO WFwF--0 Z Z ==? F- o BYINSTALLER INSIDE AND OUT ❑ O S co§} O w3: m INSTALLATION ANCHOR Z Z 2� Q X w o 0 SEE TABLE O UFOV d=I.-x SEALANT BEHIND FIN BY INSTALLER cow Z P 7 d U Q O Z U Z V K LL Z O W �= S TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION F 2 Z } 3 O a0 ZU)w�O_ja)H tL wr � w=<n � W L= d F- W a p \ HORIZONTAL SECTION 6 BOXFRAMEINSTALLATION — HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. zz 9/22/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 INSTALLATION DETAILS ADE 01/26/09 VG#: REV.: CWS-440 C ALE: SHEET 1:2 60E6_