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Home My WebLink AboutProduct Approval (4) PRODUCT APPROVAL NUMBER : FL #5823.1 OPENING IDENTIFICATIONS : 8. SH 9. SH 11 . SH 12. SH 13. SH 9/3/2016 Florida Building Code Online Business • Professional 1 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FEC Staff I BCIS Site Map Links Search Florida Product Approval pr _ USER: Public User Product Approval Menu>Product or Aoolication Search>Application List>Application Detail ! � FL# FL5823-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 Ext 255 sbrooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@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 Validation Checklist- Hardcopy Received Certificate of Independence FL5823 R7 COI EvalReo CWS-155C (SH-8100, Imoact).odf Referenced Standard and Year(of Standard) Stands Year AAMA/W DMA/CSA/101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-02 2002 ASTM E1886-05 2005 ASTM E1996-02 2002 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 https://www.floridabuilding.org/pr/pr_app jJtl.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6quhOZVN9Jp/`2bw%3d 1/3 9/3/2016 Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/16/2015 Date Validated 12/16/2015 Date Pending FBC Approval 12/21/2015 Date Approved 02/10/2016 Summary of Products FL# Model,Number or Name Description 5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R7 II CWS-155C (SH-8100, Impact).pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile, see installation dwgs. for Max. size FL5823 R7 AE DuPont PVB NOA 13-0129 27.pdf and DP. Outer lite in I.G. must be safety glazed when used FL5823 R7 AE EvalRep CWS-155C (SH-8100, Impact).pdf above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. FL5823 R7 AE Ouanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes 5823.2 SH-8100 Cont. Hd. &Sill SH-8100 Cont. Hd. &Sill (double Single Hung), Impact, 74 1/8" x 63". Limits of Use Installation Instnictions Approved for use in HVHZ: Yes FL5823 R7 II CWS-440B (SH-8100, IMP, 74x63, Approved for use outside HVHZ: Yes CONTHDSL).pdf Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: N/A Created by Independent Third Party: Yes Other: Max. unit size 72-7/8" x 61-3/4". Outer lite in I.G. Evaluation Reports must be safety glazed when used above 30 ft. in HVHZ. Glass FL5823 R7 AE DuPont PVB NOA 13-0129 27.1)df complies to ASTM E1300-04. FL5823 R7 AE EvalRep CWS-4406 (SH-8100, IMP, 74x63, CONTHDSL).pdf FL5823 R7 AE Ouanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes 5823.3 SH-8100 Cont. Hd. &Sill SH-8100 Cont. Hd. &Sill (double SIngle Hung), Impact, 74 1/8" x 72". Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R7 II CWS-491B (SH-8100, IMP, 74x72, Approved for use outside HVHZ: Yes CONTHDSL).Pdf Impact Resistant: Yes Verified By: Lucas A. Turner 58201 Design Pressure: +67.5/-67.5 Created by Independent Third Party: Yes Other: Large Missile, DP = +/- 67.5 psf, Max. size 74-1/8" x Evaluation Reports 72". Outer lite in I.G. must be safety glazed when used above FL5823 R7 AE DuPont PVB NOA 13-0129 27.pdf 30 ft. in HVHZ. Glass complies to ASTM E1300-04. FL5823 R7 AE EvalRep CWS-491B (SH-8100, IMP, 74x72, CONTHDSL).Pdf FL5823 R7 AE Ouanex (Mikron) NOA 12-1017 02.1)df Created by Independent Third Party: Yes 5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI sash. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL5823 R7 II CWS-295D (SH-8100, IMP, 52x96).Pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: Large Missile, 52" x 96" w/ 5 HI sash, +/- 70 psf. FL5823 R7 AE EvalRep CWS-295D (SH-8100, IMP, FLANGE ONLY. Outer lite in I.G. must be safety glazed when 52x96),Pd used above 30 ft. in HVHZ. Glass complies to ASTM E1300- FL5823 R7 AE Kurarav PVB NOA 14-0916 10.pdf 04. FL5823 R7 AE Kurarav SGP NOA 14-0916 ll.pdf FL5823 R7 AE Ouanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes F...kl Next https:/Mww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtD qvM dF6zR4i H LrSi EW 2m 3mv6quhOZVN 9J%2bw%3d 2/3 9/3/2016 Florida Building Code Online 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::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 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 ham. Product Approval Accepts: Cl Credit Card Safe h":/Mww.floridabuilding.org/pr/pr app_jdtl.aspx?param=wGEVXQwtDgvM dF6zR4i H LrSi EW 2m 3m v6quhOZVN 9J%2bw%3d 3/3 URNER1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 155C April 18, 2015 Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 53 1/8"x 76"unit size at up to+/-67.5 PSF,36"x 62"unit size at up to+67.5/-75 PSF, 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite —Air—5/16 Laminated(l/8Ann-.090PVB-1/8Ann) inboard lite Manufacturer: Custom Window Systems, Inc. 1900 SW 44b 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 5'h Edition(2014)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-155C, signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3668-1,AA, -2, -2A, 3669-1,-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 1994, ASTM E 1886, 1996 2002/2005,and AAMA A440 2005 4) Supplemental Calcs.to support CWS-155C, signed and sealed by Lucas A.Turner, P.E. Installation: Units must be installed according to approval document CWS-155C. Limitations of Use: This product: • May be used in O/X configuration in sizes, design pressures, and with max. glass DLO heights as shown in CWS-155C • Is impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered required above 30 ft in HVHZ) —Air-5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite • Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.27, • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02, , I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5`b Ed. (2014)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. ttINp1111RE 4,,1��i .��c E Ai sF•.�,y�,� v:• No 56201 .:�73 z 4/18/2015 i a= Lucas A. Turner P.E. 'O:• STATE OF •;ter ,�,•,� FL PE#58201 • < 0RI ,:N S• ''••••••''�P ` Lucas A. Turner �NA�E;,�`�� 2015-04-18 nn.40 nA.nn GENERAL NOTES: SINGLE HUNG - LARGE MISSILE IMPACT ��'�� SHOWN wiDIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS I 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 -- 54 3/8" - - 2.GLAZING OPTIONS:(SEE SHEET 2) OVERALL FLANGE WIDTH $100 PVC 531/8"MAX.UNIT WIDTH - OVERALL 3FLANGE WIDTH 3.CONFIGURATIONS:"O!X". SINGLE HUNG 4.DESIGN PRESSURE RATING: IMPACT GLASS ASS 6•DLO— - -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND _ 36' GLASS TABLES ASTM E-1300-04. t t - MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER u> a$ t 3113/16 INFILTRATION TEST PRESSURE AND GLASS TABLES a $a ^ lyj 771/4" GLASS DLO ASTM E-1300-04. g 3 2 �- MAX. 1 O OVERALL 1 A 5.ANCHORAGE:THE 33 1/31%STRESS INCREASE HAS NOT BEEN USED FLANGE IN THE DESIGN OF THIS PRODUCTSEE SHEET 6 FOR ANCHOR Y LU pW . HEIGHT DETAILS. WINDLOAD DURATION FACTOR Cd=L6 WAS USED FOR WOOD w Fw- < m O 3315L1W 631/4, -- -1- ANCHOR CALCULATIONS. (n DLO S OVERALL M LL W O 76" 1 1 FLANGE 1 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT ROTARY a o 2 MAX. HEIGHT Ci 27" LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL o o m j HEIGHT B B GLASS OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO ¢ ¢ LU MAX DLO HURRICANE WINDS AND FLYING DEBRIS. a a a a HUNIT EIGHT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w w O 1 1 USED AT FIXED MEETING RAIL AND JAMB 1 B . x ¢ <t 1 1 a s a�w 37 5116' 1 6 t 8.SERIES/MODEL DESIGNATION SH-8100. > > > G MAX. C a SASH v 6 GLASS 345/16' 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: V m a HEIGHT Jt D DLO MAX X X=OPERABLE SASH,O=FIXED SASH SASH6 HEIGHT '` GLASS �%%'jADREti, It,, 1 1 1 1 DLO 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR J��S P,....... I LOCATION. 41 ,��GENSF•,Q2�10 I 1 C 1 1 1.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. No 58201 :�?�' 1 1 -- -- - - 1- -- - Cts * .♦ C A A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x62" S-at 6 STATE OF I4: 46 3/8" - - 28" - P •�. GLASS DLO GLASS DLO �40•�8`S'c.O R 1. \�� 4211/16' - 31 5.16" - Lucas A. Turner '%,,S+oN.. MAX.SASH WIDTH MAX SASH WIDTH 2015-04-09 12:43-04:00 ;f:,--, 9/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: LOCATION MAX. UNIT SIZE DESIGN PRESSURE IMPACT RATING GENERAL NOTES AND RATI NG ELEVATIONS TABLE OF CONTENTS DRAWIJ BV: DATE GENERAL NOTES&ELEVATIONS.....1 N HZ 53-1/8" x 76" +/- SF ADE 06/10/08 GLAZING DETAILS...............................2 HVHZ +/- 67.5 PS F DWG#: REV.: SECTION VIEWS&ALT.FRAME........3 LARGE MISSILE IMPACT CWS-155 C EXTRUSIONS&B.O.M.........................4 N Z ANCHOR SCHEDULE&NOTES..........5 36" 662" SCAL : -- INSTALLATION DETAILS.....................6 HVHZ +67.5 / -75 PSF SHEET 1:1 1OFB 7/8OVERALL INSULATED GLASS 7/8`OVERALL INSULATED GLASSLY 118"ANNEALED 1/8 ANNEALED WINDOW SYSTEMS 1900 SW 44TH AVE. 7/16"AIRSPACE - - -7116"AIRSPACE OCALA,FLORIDA 34474 WWW.CWS.CC 5/16"LAMINATED GLASS 5/16'LAMINATED GLASS 1/8"ANNEALED 1/0"ANNEALED 8100 PVC .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT SINGLE HUNG 1/8'ANNEALED 1/8"ANNEALED IMPACT DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL 18 PURFECT GLAZE "OR SIKAFLEX 552 18i PURFECT GLAZE-H-OR SIKAFLEX 552 in --� Aib \ F 12' 1/2"GLASS BITE 1/2'GLASS BRELL o o O 38:. Q m - - cn FP T Ow Q LL LL Lk 14, a o O N N N m Z> Q Q Q O :qn a a a d cc YPE Lu GLASS TYPE A GLASS SA HTLITE A 13 FIXED LITE c0 UtJ] QZ �— 7/8'OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS P ...... . - 1/8"TEMPERED -- -- --1/8'TEMPERED '��•OP�•��GENS61 7/16"AIRSPACE 7/16'AIRSPACE No 58201 5116"LAMINATED GLASS —5I76'LAMINATED GLASS :-p 1/8"ANNEALED 1/8"ANNEALED O STATE OF :�4/` i.n•,.c p t�� .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT �i�s R p',•G�`�� L118"ANNEALED �1/8"ANNEALED sistle stNAo E%t 1137 DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL Z 1Q PURFECT GLAZE'H"OR SIKAFLEX 552 PURFECT GLAZE-H'OR SIKAFLEX 552 — -T LUCAS A.TURNER,P.E. (12; v 2 01 2'GLASS BITE i F�1!2'GLASS BITE 1239 ABARAAVE. 38' —" —� NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: L)-- GLAZING DETAILS DRAWN-RV -- DATE: ADE 06/10/08 DWG 0: REV.: GLASS TYPE B CWS-155 C GLASS TYPE B SASH LITE FIXED LITE SHEET 1:1 2OF6 INTERIOR �� WINDOW SYSTEMS 3 21 10 39 11 1 15 3 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 41 41 8100 PVC o SINGLE HUNG ae 0 IMPACT 12 200 12 C 26 o 00 SECTION VIEW B-Bw o¢ 5-y w Lu NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, m W O RIGHT SIDE SHOWS SASH SECTION VIEW. 0 0 30 a o U f_n /� N N m Z > 12 ¢ ¢ ¢ OLu 38' a a Lu a d 31 29 w w ¢ a aa in 5 > >j O 7 INTERIOR a s, I ITU m ¢ Z 48 `,.��G E NSF No 58201 1 �'J 13 OL .STATE OF :4L, 14 0 41912015 LUCAS A.TURNER,P.E. 0 18 FL PE#58201 O O O 1239 JABARA AVE. C NORTH PORT,FL 34288 di) PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEW C-C CFORUNITS N VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME SWEEP LOCK REQUIRED OCKS ALLOWED FOR SIZES OVER 36"x 62". x 62"AND UNDER. oRnwAID Dare ADE 06/10/08 DWor: REV.: ITEMS NOT SHOWN FOR CLARITY: CWS-155 C 22,27-28,33-37,43-45 SHEET 12 30F6 PARTS LIST FRAME CORNER ]/] ITEM PART# DESCRIPTION MATERIAL VENDOR _ CONSTRUCTION lYW�/� � 1 H-6031 Frame Head,Fig,Single Hun ((a^�GY4Y PVC MIKRON 3 1i8 2 H-6031 Frame Sill,F1g,Single Hung PVC MIKRON1 15/16"7 - WINDOW SYSTEMS I -•-- 3 H-6031 Frame Jamb,Fig,Single Hung PVC MIKRON r---23/16• 1900 SW 44TH AVE. 4 H-1836 Alum.Fixed Meet.Rail ALUMINUM KEYMARK ? 1 — T— OCALA,FLORIDA 34474 6 W W W.CWS.CC 5 S-6063 Fixed Rail Cover PVC MIKRON 6 H-6027 Sash Top Rail PVC MIKRON 2 11/16' 1 5/6' q 116. 7 H-1497 Reinforcement for STR ALUMINUM KEYMARK 1;16° ,,16. 8100 PVC O -1/16• CORNER WELD 8 H-6028 Sash Bottom Rail PVC MIKRON I t ALL SIDES) SINGLE HUNG 9 H-1699 Reinforcement for SBR ALUMINUM KEYMARK 6 10 H-6004 Sash Side Rail PVC MIKRON IMPACT 11 S-1498 Reinforcement for SSR ALUMINUM KEYMARK PVC FRAME FLANGE 6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 12 S-6064 Glazing Bead PVC MIKRON 13 P-3118 Keeper,Sweep Lock ZINC SULLIVAN c1v r Iii 14 P-3541 #8 x 1/2",Pan Head,Tek STEEL FASTENAL _ _ 2_ g o Q 15 P-4632 Sweep Lock ZINC SULLIVAN 3 ir8 16 P-4633 Barrel Fastener STEEL FASTENAL IV" W� a7 - ,1%2 _ w o Y 17 Block&Tackle Balance STEEL CALDWELL 1 3,16- - - w I- a m 18 Purfect Glaze"H"or Sikaflex 552 SILICONE HENKEUSIKA T _. d FIXED MEETING RAIL o7 19 Sash SEE SHEET GLASS CARDINAL 1 ° Z� SCREWED TOGETHER WITH m m W Z OUTERFRAME LL ¢ O 20 Fixed SEE SHEET GLASS CARDINAL 3 9/16" 15!8" 2 118^ 1/16" 1:821 P-3429 Wstp.,0.270 x 0.187 back FinSeal NYLON ULTRAFAB R R LL z > 22 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK STEEL FASTENAL 1/16" w w w O 223 #10 x 1 1/2"Panhead SMS STEEL FASTENAL a a a ►_24 Flat Washer STEEL FASTENAL LUw � cc25 S-6014 Screen Catch PVC MIKRON 13 rPVC SASH SIDE RAIL-6004 FIXED RAIL-1836 < 13 26 S-6013 Screen Support PVC MIKRON > j p PVC FRAME FIN 6048 27 P-4051 #8 x 1 1/4"Ph Fh TEK,Wht. ZINC FASTENAL 28 P-3748 #6 x 0.625"Quad Fh TEK,Wht. ZINC FASTENAL Uma z 29 P-3783 Impact,Lock STEEL INTERLOCK �"1116168881,i 30 P-4069 Impact,Keeper STEEL INTERLOCK -1 5/16•- 2 _1 1 a 9116. _ _ ,�P�pP1DRE 3 T 1, 31 P-4264 #8 x 3/4 FH PH w/#6 Head,TEK,Wht STEEL FASTENAL r>>� • 9•' E N 32 P-3218 Screen Frame ALUMINUM ALLMETALi " `J V F ✓ .� T 42 5 , .••• No 58201 33 P-3321 Screen Comer Key PLASTIC M&M 7,6" I �- - 26 15,16, 5, 34 P-3228 Screen Spline RUBBER DAPA 11/16'6. .045" 1/16' * # •• 35 P-3581 Screen Cloth VINYL WIER 1/16" 1 36 P-3033 Screen S n STEEL HURLEY PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 Z 9"• STATE OF g PVC SASH STOP-6025 %0 h;�'A' 37 P-3029 Screen Pull Tab STEEL HURLEY �i�F'.4 O R 1 O,:�N38 P-3352 Set.BIk. `��` 39 P 3768 #8x5/8 Phil Pan Zinc 2" RUBBERZIFRANK STENALE '��SSIONA%EN`S*, 40 P4479 Weepcover PLASTIC M&M 41 P-3113 Screw Support RUBBER TEAM 34 3/4" _ _ 5/8 1/4" �- 42 P-6025 Sash Stop PVC MIKRON 3/10" -1- y,43 P-3059 Sash Cam PLASTIC M&M „ ,5/76• 1. 7 7Fir LUCAS A.TURNER,P.E. 44 P3295 Take Out Clip STEEL SUMMIT 1/16• 1 1n6 L1/16• FL PE#58201 45 P-3342 Seam Sealer SILICONE SCHNEE 1239 JABARA AVE. 46 P-3752 Hole Plug PLASTIC M&M REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 NORTH PORT,FL 34288 47 H-6048 Frame Head,FIN,Single Hung PVC MIKRON PH.941-380-1574 48 1 P-4959 jWstp.,0.420 x 0.187 back NYLON ULTRAFAB SHEET DESCRIPTION: BOM AND EXTRUSIONS 3/16'— DRAWN BY: - DATE.-- 1 I- 3' ADE 06/10/08 D 'u i DWGNREV.: SCREW SUPPORT-3113 CWS-155 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALESHEET 1.2 40F6 15"MAX.O.C.(TYP) - - WINDOW SYSTEMS 6"MAX.(TYP.) 8 MAX.O.C.(TYP.) 1900 SW 44TH AVE. 4•MAX(TYP) �, OCALA,FLORIDA 34474 6'MAX.(TYP.) 4'MAX.(TYR) - ---8'MAX.D.C.(TYP.) WWW.CWS.CC � -- -- ANCHOR AT MIDSPAN(TYP.)--- 6" MAX.(TYP.) 4- MAX(TYP.) 1 6- MAX.(TYP.) 8100 PVC SINGLE HUNG 14• 0 MYP,O.C. ' IMPACT MAX.O.C. 1 (TYP.) 10 1116" -- 1 1 0 MAX.O,C N 0 1 �n 1 MAX.O.C. (TYP.) c -IR IL 1 1 .,�:�Hn;.. I I (TYP.) 0 0 4"(TYP.j I. `M-1 i,A_ W o Y Lu 1 w H ¢ m 4"(TYP-! X X 4.1(TYP-) I �/ X X m m w O 4 I � I LL LL u N N LL Z w oc O cc a a a d G - Lu w �u 2 ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) a a a 0 SIZES OVER 36"x 62" SIZES OVER 36"x 62" SIZES 36"x 62"AND UNDER SIZES 36"x 62"AND UNDER a a a w 7 > > D U m ¢ O Z G , (1 GENSF•.P.11 ' No 58201 •�� D4z x NOTES: ,'A; STATE OF ,'wZ 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 lot NA; 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. 4/9 015 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. BE PROTECTED TO PREVENT REACTION. FL PE#58201 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 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380-1574 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. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE ANC INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. m wRaV DA-YE 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. ADE 06/10/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: CWS-155 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: FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWSI, FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) ° SHEET 125 5OF6 i MIN.EMBEDMENT (('nM1YAYIYW/ � i TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE - BY OTHERS WINDOW SYSTEMS ---- ---MIN.EDGE DIST. 1/4"MAX.SHIM- '�- SEE TABLE i MIN.EDGE DIST. -- SUBSTRATE SEE TABLE 1 /.. - _____ SEE TABLE i BY OTHERS 1900 SW 44TH AVE. SUBSTRATE BY OTHERS- --- -_ - -_ ----f ! 1/4"MAX.SHIM =+ 1 SEE TABLE 1 WWW.OCALAFLORIDA 34474 www.cws.cc SEE TABLE 1 MIN.EMBEDMENT MIN.EDGE DIST. SEE TABLE 1 SEE TABLE 1 , PERIMETER SEALANT 8100 PVC BYINSTALLER /1 I INSTALLATION ANCHOR --A INSIDE AND OUT - - SEE TABLE I SINGLE HUNG p ' MIN.EMBEDMENT IMPACT SEALANT BEHIND - SEE TABLE 1 FLANGE BY INSTALLER —1/4"MAX.SHIM PERIMETER SEALANT a W PERIMETER SEALANT BYINSTALLER g o O BYINSTALLER INSIDE AND OUT INSIDE AND OUT ---- INSTALLATION ANCHOR Y U. w SEALANT BEHIND SEE TABLE 1 W H EDD INSTALLATION ANCHOR---- - LANGE BYINSTALLER SEALANT BEHIND SEE TABLE 1 _ FIN BY INSTALLER U O p co B HORIZONTAL SECTION _ ,'C� HORIZONTAL SECTION m m Lu 0 ` 6 TYPICAL JAMB ANCHORAGE �8 , TYPICAL FIN ANCHORAGE a o N HEAD AND SILL SIMILAR FOR FIN INSTALLATION N N LL Z LU ¢ xacO � Wa a a a D O G ¢¢ 1/4'MAX.SHIM o 0 o V, CL Lu SEALANT BEHIND -- > > FLANGE BYINSTALLER O •• Orono BYRINSTTER ALLER�NT--- SEE TABLEMENT �� REtN�'N INSIDE AND OUT ' �J�Q9NSF SUBSTRATE BY OTHERS �.' No 58201 •'�� SEE TABLE 1 -- - MIN.EDGE DIST. *: * •*� EE TABLE 1 :�► �A�, VERTICALSECTION ZZ 9• STATE OF ;4/� 6 " TYPICAL SILLANCHORAGE ��,p•••a �� - ��itC •COR1Q?'•��'�� TABLE 1:APPROVED INSTALLATION FASTENERS to ANCHOR T IST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN. 3/16^ITW TAPCON 1-1/2" 1-1/8" FL PE#58201 PERIMETER SEALANT------"- 1239 JABARA AVE. By INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 D HORIZONTAL SECTION 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) 3/16"ITN TAPCON 1-3t8^ 7/8^ HEAD AND SILL SIMILAR FOR BOX INSTALLATION OR ELCO ULTRACON INSTALLATION DETAILS 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-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE 7/16" ADE 06/10/06 (33 KSI YIELD MIN) TEKS SELF•DRILLING SCREW THRU O.OBO' -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED OwG FLANGE 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-155 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 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SHEET 12 60F6