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PRODUCT APPROVAL NUMBER: Fl. # 16736.2 OPENING IDENTIFICATIONS: 1 . HS 9/5/2016 Florida Building Code Online via- BCIS Home Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts Publications FBC Staff BCIS Site Map Links I Search db a `;7s :: Product Approval �.> r: USER: Public User -� a r—F--,� rat Product Avoroval Menu>Product or Application Search>Application List>Application Detall _ JU�3 j 2 017 'a FL# FL16736-R1 Application Type Revision PER."AI1—;iNG Code Version 2014 St. I ucie CountY, ti Application Status Approved Comments Archived C Ft I E %4u{p P- � � Product Manufacturer Custom Window Systems Inc. S 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 ]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 ✓O 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 R1 COI EvaIReD CWS-8718 (HS-8200. 74x63. IMP).Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA/101/I.S.2/A440-08 2008 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-09 2009 PA/TAS 201/202/203 1994 Equivalence of Product Standards httpsl/www.floridabuilding.orcjlpr/pr app U.aspx?param=wGEVXQwtDquBoblp/`2flZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMAp/o3d`/pad 1/2 9/5/2016 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# 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 R1 II CWS-8718 (HS-8200. 74x63. IMPl.adf 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 R1 AE DuPont PVB NOA 13-0129 27.Ddf I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE EvalReD CWS-8718(HS-8200.74x63, Glass complies to ASTM E1300-04. IMP). df FL16736 R1 AE Ouanex(Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes 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 R1 II CWS-869B (HS-8200 111x63. IMP).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 +/- 60 psf. Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27.Ddf I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE DuPont SGP NOA 11-0624 02.Ddf Glass complies to ASTM E1300-04. FL16736 Rl AE EvaIReD CWS-869B (HS-8200, 111x63, IMP). df FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes Bacic 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::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 emalls 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: ® ECtk M Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2FlZm6TgPohLz6ontOaitpvglON3eNaBBBv3yAgMA%3d%3d 212 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 869B April 18,2015 Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVHZ), XOX 111"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 5t' 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-86913, signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3 887-3, -3A, -4, and 4A,by National Certified Testing Laboratories, Orlando FL signed and sealed b Gerard J.Ferrara with testing performed: TAS 201 202 203 1� Y g p � , `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-86913, signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-869B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-869B • 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 • In the operable sash,requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13- 0129.271, and in the fixed glass requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A. 11-0624.021 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 t 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 h 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. RE 1'��� i�''i No 58201 4/18/2015 :.. STAT F O F •' Lucas A. Turner,P.E. R, �•;` 4�� FL PE#58201 *{f�4.iONpa} �;ti.� Lucas A. Turner 2015-04-18 71SRATED L NOTES: Dgalgg®�• HORIZONTAL SLIDER - LARGE MISSILE IMPACT RODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED IPIDOWSYSTEPNS MPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT N INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 00 SW 44TH AVE. FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED CALA,FLORIDA 34474 M E 1996 PER THE FBC. WWW.CWS.CC 8200 PVC 3.CONFIGURATIONS:"OX","XO". HORZ.SLIDER 1121/4"MAX OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND 111'MAX UNIT WIDTH GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER !n v INFILTRATION TEST PRESSURE AND GLASS TABLES TT 49 15/16" 24 5/8" ASTM E-1300-04. o o H GLASS DLO GLASS DLO c c 0 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LU A IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR - - - -- - -- DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w ¢ m ANCHOR CALCULATIONS. (A -- - - -- I -- m Z 641/4^ I 1 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT LL _O MAX REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT v o OVERALL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT N � Z W FLANGE B B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND W a HEIGHT FLYING DEBRIS. a w a W CC 63• 1 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w U MAX 5813/16 o zd U5 HUNITEIGHT GLASS O i X 561/4" USED AT FIXED MEETING RAIL AND HEAD/SILL. ? U Q D D GLASS DLO 8.SERIES/MODEL DESIGNATION HS-8200. Co Q O B z 6 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:59 �71����► SMASH6" e X=OPERABLE SASH,O=FIXED SASH HEIGHT 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ,��OQ ��G E NSF•pyo'. I D LOCATION. No 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. 2715ns STATE OF MAX SASH WIDTH 6 �:��'c< Lucas A. Turner 2015-04-11 z 15:17-04:00 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS ELEVATIONS DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS...........1 GLAZING DETAILS.....................................2 TEF 10/11/13 SECTION VIEWS&GLAZING DETAILS....3 MAX. UNIT SIZE DESIGNPRESSURE RATING IMPACT RATING DWG#: REV.: EXTRUSIONS&B.O.M...............................4 ANCHOR SCHEDULE&NOTES................5 111"x 63" +/- 60 PSF LARGE MISSILE IMPACT cws ss9 B INSTALLATION DETAILS...........................6 SCALE: SHEET 1:20 1 OF 6 wuvoow sysvEwls 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 8200 PVC 7/8"OVERALL HORZ.SLIDER 3/16"ANNEALED OR TEMPERED 7/8"OVERALL IMPACT 1/4'AIRSPACE 1/8"ANNEALED OR TEMPERED �2 v 7/16"LAMIa, m w 3/8"AIRSPACE 3/16"ANNEALED 5/16"LAMI �CD o O 090 SENTRY GLASS IONOPLAST INTERLAYER1/e"ANNEALED w .. 3/16"ANNEALED w ¢ m .090 DUPONT PVB INTERLAYER CD z U Z 1/8'ANNEALED 9 URFECT GLAZE"H" KSIX552 c ❑ N W Z W 9 PURFECT GLAZE"H" W w 0 Ir SIaFLI 552 ❑ p o_ 11 1/2"GLASS BITE r ul U co 30 0❑- w Q Q 11 1/2"GLASS BITE p 30 maZ 1614 O _ , No 58201 0 GLASS TYPE B 0 STATE OF :4-z SASH GLASS �����`�'�.�O R 1 O P,:��`.• 114 ONA GLASS TYPE A FIXED GLASS 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DATE: TEF 10/11/13 DWG#: REV.: CWS-869 B SCALE: SHEET 1:1 20F6 INTERIOR 2 5 3 4 (caaggam. WINDOW SYSTEMS 1 2 19 or 49 0 15 1 13 1900 SW 44TH AVE. 4 45 43 OCALA,FLORIDA 34474 WWW.CWS.CC .. » 40 8200 PVC HORZ.SLIDER IMPACT �i w ooU 11 8 3 2 5 s 1 18 a 1 SECTION VIEW D-D o o O JAMB ROTARY LOCKS Y W. 2 cl 40 JAMB ROTARY LOCKS: w ¢ m -MAY BE SUBSTITUTED FOR JAMB W SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS. Z 1 p REQUIRED ON FIN UNITS. N y 45 a 0 0 W 43 a w Ir ❑ ❑ a w w ¢ 31.37 46 0 N W 18 U O 11 50 m ¢ Z 14 MED PAD IMPACT HOOK AN OF SASHES(TYP.) `,�py�PNDR.... 8 F(ITEMS 44846) ,�.Gp .��GENg�.,�y��� No 58201 INTERIOR = a i * :¢ I ��O STATE OF :�� i iii FS•�O R 1 Q P,G�l`�� JAMB IMPACT HOOKS(ITEM 42) OR ROTARY LOCKS(ITEM 23) 14 LOCATED AT THIRD POINTS. 4/11/2015 16 I NOTES: 6 7 EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E. 18 MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE#58201 U ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE. 9 7 47 JAMBS OF FIN UNITS. NORTH PORT,FL 34288 PH.941-380-1574 I SHEET DESCRIPTION: 10 I I p on In SECTION VIEWS 1 DRAWN BY: DATE: SECTION VIEW A-A HEAD IMPACT HOOK AND TEF 10/11/13 JAMB IMPACT HOOKIROTARY LOCK LOCATIONS DWG N: REV.: 1:20 CWS-869 B SECTION VIEW C-C ALTERNATE FIN FRAME scALE: SHEET 1:2 30F6 PARTS LIST 3 1!8" -1 CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8" 1 H-6049 Main Frame,SH/HS,Flange,PVC Mikron PVC 31/8" WINDOW SYSTEMS 2 H-1681 Fixed Rail,Heavy Duty,Aluminum Keymark Alum 1 4 2 1900 SW 44TH AVE. 3 S-6077 Cover,HD Fixed Rail,PVC Mikron PVCOCALA,FLORIDA 34474 5 P-4638 #8 x 21/2"Ph Mod Truss Type A TE 211/16' Ajax Steel 1/16" 3 9/16' 1/16• 1 /8" 1/16" WWW.CWS.CC - 7 6 P-3342 Seam Sealer,SM-5504 Schnee Silicone O- L CORNER WELD 7 S-1776 Roller Track Keymark Alum (ALL SIDES) 8200 PVC 8 S-6013 Screen Adapter,Jamb,PVC Mikron PVC L1" 1/8" 1.8 HORZ.SLIDER 9 S-6014 Screen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049 HD MTG RAIL-1681 IMPACT 10 P-4479 Weep Cover w/Flap M&M Nylon PVC FRAME FIN-6048 11 S-6064 Glazing Bead Mikron PVC -1 m 23/16• v 1 15/16" 1 3/16"-{ 5 12 H-6050 Sash Meeting Rail,PVC Mikron PVC r'— � I �--2 3/16^ o, n ui 13 H-6051 Sash Pull Rail,PVC Mikron PVC t 14 3 c c o 14 H-6052 Sash Tap/Bot.Rail,PVC Mikron PVC 1 5/8" 1 5/B" Q 13 1 5I/8" `� 15 16* [ w 15 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16" q 1/16 q 1/16" L 1/16• 2 w ¢ m 16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum 11__ LL rn 17 H-1699 Reinforcement,Sash Pull RailKeymark Alum PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER-6077 LL F O 18 P-3429 Wst .,0.270 x.187 back FinSeal,Gr Ultrafab FIXED MEETING RAIL p �3/16" SCREWED TOGETHER WITH 19 P-3783 Lock,Impact,PVC Interlock OUTERFRAME N z w 1:8 w O ir 20 P-4051 #8 x 1 1/4"Ph Flat Tek,Wht. Fastenal Steel O a w r- 21 21 P-4069 Keeper,Impact,PVC Interlock 55/8" W W ¢ 22 P-3539 #8x3/4"Square PH Tek,W ht. Fastenal Steel L 6 '� 3/4"�'�'{ o co W 23 P-4958 Rotary Lock Interlock 1 5/16• 46 1„ 15 i 17 :0 �24 P 4633 8-32 x 1/2"Barrel Fastener Interlock 7/8" L 1/16" 15/16" IC;?r l/16" ———t t Q O 25 P�952 Keeper,Rotary Lock Interlock � 1/16' SASH MTG.RAIL-1497 i— ° Z P t� SASH REINF.-1699 27 P35426 1 #81xe1/2aQuad PH TEK 2 ZDC Fastendem nal Steel Nylon PLAN VIEW-1999 HEAD IMPACT HOOK-1999 3/4° 28 GLASS SEE SHEET 2 CARDINAL GLASS X3116" 3/16^� 7/ts' 11/4• `��JOQ 4�GEiVSF.,py��' 29 Purfect Glaze"H"Or Sikaflex 552 Henkel/Sika Silicone O Lf-I 1s 7 30 P-3028 Set.Blk.,85 Dur.,1/8"x 7/8"x 2"Lg. Frank Lowe Rubber - g= --4 1/16" 1/16 * * *= 5/8° S.B.RJS.S.R.-1498 -p: !cc 31 P-3218 Screen Frame Allmetal RDIIForm 7—�(� ��jjL--® ROLLER TRACK-1776 '9t STATE OF .�� 32 P-4754 Screen Comer Key Allmetal Nylon _- 5/LIQ 1/1 s^ t/4" ,'��O"8•ti.. O R 7.. 34 P 3029 Screen Comer Pull bKey w/Safety Tab Allmetal Nylon PLAN VIEW-2000 PANEL IMPACT CATCH-2000 it 7/T� 11\LV 7/8.1 '��iSs�ONAil 8" oil 35 P-3033 Screen Spring Fla.Spring SS0 3/16" L 9/16 36 P-3228 Screen Spline Dapa O PVC GLAZEBEAD-6064 L 1/16^ 4/11/2015 37 P-4772 Screen Cloth,Fiberglass GLAZE BEAD-1112 LUCAS A.TURNER,P.E. 40 P3113 IScrew Support,PVC Team Plastics Rubber I 8 1/2l 1/8^ FL PE#58201 41 P-3752 Cap Plug,1/2"Hole M&M Nylon 1 5/16^ I 311'Ll 5/16" 1239 JABARA AVE. 42 S-1577 Impact Hook,Frame,Jamb Keymark Alum 4 © 48 NORTH PORT,FL 34288 7/8^ 1/16• PH.941-380-1574 43 S-1112 Reinforcement,Head,Jamb Keymark Alum �_ 1/16' PVC SCREEN CATCH-6013 1/16" SHEET DESCRIPTION: 44 S-2000 Impact Channel,Sash Keymark Alum PVC ANTI-LIFT-6005 PLAN VIEW-1577 ALUM SASH IMPACT HOOK-1577 45 P-3748 #6 X5/8 Ph FH TEK,Znc,Painted Ajax Steel 1 1/6^ BOM AND EXTRUSIONS 46 S-1999 Impact Hook,Frame,Head Keymark Alum 3/16-1 3^�I -} 1/2" 5/1s" I I I I g DRAWN BY: DATE: 47 H-6048 IMain Frame,SH/HS,Fin,PVC Mikron PVC 7 40 1/16" TEF 10/11/13 48 S-6055 Roller Track,PVC,(Anti-lift) Mikron PVC i SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 DWG s: REV.: 49 P-5250 Lock,Impact,PVC,w/Flipper Interlock CWS-B69 B 50 P-4730 #8 x 1/2"Ph Mod Truss TEK Fastenal Steel LINE ITEMS NOT USED: ��12 4,38-39NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SHEET 40F6 � WINDOW SYSTEMS 3"(TYP.) 1900 SW 44TH AVE. 6•MAX CrYP.) 3"(TYP.) 161/4-{ SEE NOTE 2 4"MAX.(TYP.) 8"MAX O.C.(TYP.) OCALA,FLORIDA 34474 I I MAX O.C. 4"MAX.(TYP.)- WWW.CWS.CC 6"MAX CrYP.)- (TYPJ INSTALLATION 8200 PVC ANCHOR(TYP.) HORZ.SLIDER O.C. IMPACT I I I I MAXMI i i I (TYP.) 17' � MAX O.C. _ 2z (TMP.) X O X X O X W 0 CD Y W W Q mcn EIL 9 S O t'n iLmu ANCHOR LAYOUT-IFIN) i w p ANCHOR LAYOUT-(FLANGE) ❑ ❑ n. w ir U to W S U ❑ m ¢ O Z {{{ll{t1!!! t7D ��CENSF••�y��. No 58201 •�� NOTES: STATE 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 0,0's. O R 1p 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 �!!leO11 NA CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 'z 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/11/2015 LUCAS A.TURNER,P.E. 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 FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. FIL 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND PH.941-380-1ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, 574 34288 SPECIFIED IN TABLE 1,SHEET 6. 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 REQURE I WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IIX 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. DRAWN E DATE: TEF 10/11/13 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#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-869 B 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: scuE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 125 5 OF 6 MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATEBY OTHERS V-(Y04aL((LL uuuIr\J/lti I'/`�I MIN.EDGE DIST. 1/4"MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. 1/4°MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS www.cws.cc SEE TABLE 1 MIN.EMBEDMENT MIN.EDGE DIST. 4� SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 8200 PVL' BYINSTALLER SIDE AND OUT SEETABLEI1 ANCHOR HORZ.SLIDER SEALANT BEHIND C� SEE TABLE EMBEDMENT IMPACT FLANGE BY INSTALLER 1/4"MAX SHIM ai n v Lio PERIMETER SEALANT PERIMETER SEALANT BY NSTALLER c c BY INSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR WO .. SEALANT BEHIND SEE TABLE 1 W ¢ m INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND SEE TABLE 1 �\ ER O Z B HORIZONTAL SECTION / C 1 HORIZONTAL SECTION LL m O 6TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE o HEAD AND SILL SIMILAR FOR FIN INSTALLATIO � ZQ' W tr Lu W d a w U 1/4"MAX SHIM o ¢ W SEALANT BEHIND v O FLANGE BY INSTALLER SIO �J m ¢ Z BYR STALLERIMETER EALANT SEE TABLED ``�pyENT Pp1DR111 EW`TG���, INSIDE AND OUT " No 58201 •"'�1A SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. * '411¢+ SEE TABLE 1 A VERTICAL SECTION '90 STATE OF :4(= 6 TYPICAL SILL ANCHORAGE i�� �` �O R 1 p Q'�\�`�� TABLE I:APPROVED INSTALLATION FASTENERS 4/11/2 015 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" FL # PERIMETER SEALANT 1239 JABARA RA AVE.A FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" 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" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(0=0.55) 3/16"IIW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON 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-FLEX OR RW 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" TEF 10/11/13 1/8"ALUM (6063-T5 MIN)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN. FILLET F CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: . MIN.) 7/16" INSIDEE AND OUT,,FULL PERIMETER,BY INSTALLER. CWS-869 B PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. scALE: SHEET 1:2 60F6 PRODUCT APPROVAL NUMBER: FL # 16736.1 � OPENING IDENTIFICATIONS: 2. HS 3. HS 6. HS 7. HS 9. HS 1 8/11/2016 Florida Building Code Online 'a Y 'r Kill T-371 ME BCIS Home Log In User Registration Hot Topic, Submit Surcharge Stats&Facts Publications I FBC Staff BCIS Site Map I Links Search Florida Product Approval ` USER: Public User r:a'n•� L•tYrfi Product Approval Menu>Product or Application Search>Application List>Application Detail 77 ik o J`L FL# FL16736-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived OIva I L E 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 H(I orizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L✓1 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 R) Validation Checklist- Hardcopy Received Certificate of Independence FL16736 R1 COI EvalReD CWS-8718 (HS-8200, 74x63. IMP).Ddf Referenced Standard and Year(of Standard) 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 PA/TAS 201/202/203 1994 Equivalence of Product Standards httpsJ/www.floridabuilding.org/pr/pr appdtl.aspx?param=wGEVXQwtDquBobl%2flZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA°/pad°/p3d 1/2 II 8/11/2016 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/22/2015 Summary of Products FL# 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 R1 II CWS-871B (HS-8200. 74x63, IMP).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", DP+/- 60 psf. Outer lite in FL16736 RI AE DuPont PVB NOA 13-0129 27.Ddf I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 Rl AE EvalReo CWS-871B (HS-8200, 74x63. Glass complies to ASTM E1300-04. IMP). df FL16736 R1 AE Ouanex(Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes 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 R1 II CWS-869B (HS-8200 111x63. IMP).Ddf 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 R1 AE DuPont PVB NOA 13-0129 27.Ddf I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE DuPont SGP NOA 11-0624 02.Ddf Glass complies to ASTM E1300-04. FL16736 RI AE EvalReD CWS-869B(HS-8200, 111x63. IMP). df FL16736 R1 AE Ouanex(Mikron) NOA 12-1017 02.adf Created by Independent Third Party: Yes Bacic 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::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 emalls 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: ® eCheik M Credit Card ` Safe https:/ANww.floridabuilding.org/pr/pr app t.aspx?param=wGEVXQwtDquBoblg/g2nZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMAp/o3d`/o3d 2/2 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. 429779 Evaluation Report 871B April 18,2015 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 5h 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-871B, signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3887-1, 4A, -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-87113, signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-871B. Limitations of Use: This product: • May be used up to the sizes and daylight openings indicated in CWS-871B • 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 Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 t 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`h 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. ♦�°� �Iyp RE �/ i• No 58201 ., 4 'XZ ' "4u 4/18/2015 STATE dF R �$1`' Lucas A. Turner,P.E. 27 �� ' FL PE#58201 r firrr�ty�ox��1�} Lucas A. Turner 2015-04-18 22:21-04:00 NOTES: HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THEPRODUCTSHOWNHEREINISDESIGNEDANDMANUFACTURED nowSYSTEh95 TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 190 W 44THA VE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED LA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WW.CWS.CC 751/4"MAX.OVERALL FLANGE WIDTH 2.GLAZING OP 8200 PVC 3.CONFIGURATIONS:"OX","XO". 74•MAX.UNIT WIDTH HORZ.SLIDER 33"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER L2 v INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. � N Fw 0 0 I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED 641/4" I I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR ww j MAX DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w ¢ in FLANGE BI B ANCHOR CALCULATIONS. Z HEIGHT 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT m N REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT o UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT $ wZ W 63" I I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w o O DC MAX• FLYING DEBRIS. a o a UNIT I w w HEIGHTO X I 59 9/16• 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT a z L SAS USED AT FIXED MEETING RAIL AND HEAD/SILL. aw HEIGHT 0 O 8.SERIES/MODEL DESIGNATION HS-8200. op Q 0 Z 5613/16" I 9.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: GLASS I B X=OPERABLE SASH,0=FIXED SASH '0P SORE�rp"''i' DLO C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR 5 LOCATION. No 58201 •.�?1 D I \ I 5 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. C I vvv :9 STATE OF :•fir C A �. 5 Lucas A. .,�ss•• ••'� �. /pnj•�E Tumer 33"GLASS DLO 36 5/16"MAX SASH WIDTH 15:18- 4:0 1 — 15:18-04:00 4/11/2015 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: GENERAL NOTES&ELEVATIONS...........1 ADE 10/10/13 SECTION VIEWS&GLAZING DETAIL ..2 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.: EXTRUSIONS&B.O.M...............................3 74"x 63" +/- 60 PSF LARGE MISSILE IMPACT CWS-871 B ANCHOR SCHEDULE&NOTES................4 SCALE: INSTALLATION DETAILS...........................5 SHEET 1:15 1 OF5 7 8 7 30 2 WINDOW SYSTEMS INTERIOR 1900 SW 44TH AVE. OCALA,FLORIDA 34474 11 17 18 1 1 3 6 WWW.CWS.CC 8200 PVC HORZ.SLIDER IMPACT na � I 41 40 3 1 9 39 Q } - W Q m SECTION B-B U Z 8 a 11 NOTE:FIXED LITE AT HEAD m O o AND SILL IS SIMILAR. b o C70 31 w Z W 19 0 o a w ~ C7 jr 38 35 Qo < w 17 17 7 U 36 3 in Q Z 19 4111111110111"', HEAD IMPACT HOOK(TYP.) ,tAoREW T, `,�� * ,�� q MID PAN OF SASH �• 9 'GEN"'•G��i �� :\\ S (ITEMS 35 8 36) VP F ? ice' 7/8"OVERALL J No 58201 1/8"ANNEALED or TEMPERED *; INTERIOR I 7/16"AIRSPACE = a 5 :D:z STATE OF ,4 I 5/16"LAMI '0. .•AQl ANNEALED ��i S' ��� SWEEP LOCK(TYP.) X14 ' NAL���--%" 43 O Y ENGAGED N CANE PRIOR WINDS. -�DUPONT PVB INTERLAYER LOCATED AT THIRD POINTS 1/8"ANNEALED 19 4 I I (ITEM 27)3 4/11/2015 43 PURFECT GLAZE"H° 13 n n� SIKAFLEX 552 LUCAS A.TURNER,P.E. 1 `Ifl LIII FL PE#58201 imGLAZING 1239 JABARA AVE. 85 NORTH PORT,FL 34288 PH.941-380-1574 5 1/2'GLASS BITEI SHEET DESCRIPTION: I SECTION VIEWS AND DETAIL SECTION A-A HEAD IMPACT HOOK AND DRAWN BY: DATE: JAMB SWEEP LOCK LOCATIONS ADE 10/10/13 1:20 DWG#: REV.: SECTION C-C GLASS TYPE A CWS-871 B ALTERNATE FIN FRAME 1:1 SCALE: SHEET 12 2OF5 PARTS LIST 31 e" -� CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8" -1 �� X. 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 e 5 3 1900 SW 44TH AVE. 3 H-1836 Meet.Rail,Fxd. Keymark Alum OCALA,FLORIDA 34474 4 H-6052 Sash Top/Bot.Rail Mikron PVC 211/16"r1n;L 39/16" 1/16" 21/8" 1/18„ WWW.CWS.CC 5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC 1/16" IMO 6 H-6050 Sash Meet.Rail,PVC Mikron PVC 0 CORNER WELD (ALL SIDES) 8200 PVC+7 H-6051 Sash Side Rail,PVC Mikron PVCL G--1° 1:8 HORZ.SLIDER 8 H-6049 Main Fr.,SH,w/Fig.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 IMPACT 9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048 10 P-3033 Screen Spring,SS Hurley 15 Y 115/16" 13/16" g LO f'-23116" --{ 9/16" 11 P-3113 Screw Support,PVC Team Plastic Rubber I r: v ui 12 P-3218 Screen Frame Allmetal RoIlForm 6 7 4 !/1 0 0 0 13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Q 1 5/8" Q 1 5/16" Y w 14 P-4754 Screen Frame Comer Key Allmetal Nylon ° 1/16" 1/16" s" FIXED MEETING RAIL w ¢ m 15 P-3342 Seam Sealer,SM-5504 Schnee Silicone LL LL SCREWED TOGETHER WITH C/) OUTERFRAME 16 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC.FIXED RAIL COVER-6063 1:8 LL O 17 P-3429 Wstp.,0.270 x.187 back FinSeal,Gr Ultrafab `* o 18 P-3539 #8 x 3/4"Square TEK 2 Znc Fastenal Steel �- y 3/4" NIr w 19 P-4730 #8 x 1/2"Truss PH TEK 2 Znc Fastenal Steel $3/16" 5/ I 2 a w 1= 20 P-3752 Cap Plug,1/2"Hole M&M Nylon 1i^ 1 15/16^ 1/16" w w -3 83 or O L 1/16" ¢ z C) 21 P-5250 Spring Lack,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 w � U 4 22 P-4779 Roller,Tandem M&M Nylon 6" 1 5/16^ 23 P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 35 7/16" i��l °7 ¢ Z 24 P-4069 Keeper,Impact,PVC Interlock 1/16• 3/a" 7/8" 3/16° 25 P-4479 Weep Cover w/Flap M&M Nylon -j— �.�``yPNDR :;T(���i� 26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 6° •,�J�Q 27 P-4958 Rotary Lock Sullivan Anc S.B.R./S.S.R.-1498 ROLLER TRACK-1776 No 58201 "L-A¢ 28 P-4952 Keeper,Rotary Lock Sullivan Znc 0 3/16" �*' �"o: C.29 P-0959 Wstp.,0.420 x.187 back FinSeal,Gr Ultrafab O 1/4 �7/8"y 'p STATE OF ./u+' 30 P-4633 Barrel Fastener Fastenal Steel 41 ' o w: 31 S-1112 Reinforcement,Head Keymark Alum 6° 15/8" 7/L 91116 31 32 S-1498Reinf.S.B.R./S.S.R, Keymark Alum T— 3s 1/t s" i�i�S±ONA11E �p PVC GLAZEBEAD-6064 GLAZE BEAD-1112 34 S-1776 Roller Track Keymark Alum y� 35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 "-{ 3/8"�I-1 5/16"-{ 4/`11/2015 36 S-2000 Panel Catch,Head,Impact Keymark Alum J111n ! I� 37 S-6005 Anti Lift Mikron PVC 3/1 s" 38 �L v LUCAS A.TURNER,P.E. -{-1/2" 1116" "` LLL 1/16" FL PE#58201 38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC11 PVC ANTI-LIFT-6005 1239 JABARA AVE. PVC SCREEN CATCH-6013 39 S-6014 Scm.Adapt.,PVC Mikron PVC T SCREW SUPPORT-3113 NORTH PORT,FL 34288 40 S-6063 Fixed Rail Caner Mikron PVC PH.941-380-1574 41 S-6064 lGlazing Bead Mikron PVC 5116"� SHEET DESCRIPTION: 42 GLASS ISEE SHEET 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#: REV.: CWS-871 B LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: 33 SHEET 1.2 3OF5 WINDOW SYSTEMS 121/2'MAX.O.C.(TYP.) �.I� 1900 SW 44TH AVE. 6"MAX(TYP.) 3"ITYP.) 4"MAX(TYP.) 8"MAX O.C.(TYP.) OCALA,FLORIDA 34474 6"MAX(TYP.) r--3"(TYP) SEE NOTE 2 4"MAX(TYP.) SEE NOTE 2 WWW.CWS.CC r INSTALLATION 8200 PVC ANCHOR"P.) I I I INSTALLATION HORZ"SLIDER II I I I e" I I ANCHOR(TYP.) IMPACT I MAX O.C. I (fYR) t � I lii MAX O.C. I I I I 1 I I o 0 0 (TMP') I O II X I I O I X I Y w I WQm I U) I U o LL N I I I I I I I N � Z W I I WWF ¢ -- -- -- -- -- -- -- -- rw U o aln w ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) � L) m ¢ z `,����Pp1ARE4y Tli+i No 58207 ' NOTES: STATE OF :�4U 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ++++C�SiF.�AR 1�✓'G�=:�, ++!!5'+OIV � 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 CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. x 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 4/11/2015 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. 01 BE PROTECTED TO PREVENT REACTION. FL # A AVE.1239 JABARA 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 5. PH.941-380-1574 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 REQURE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1 X 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. DRAWN BY: DATE: 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. DWGs: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 B 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), FMAANDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(E)(TERIOR DOORS) 1:20 4 OF 5 MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATEBY OTHERS V-W.�a�1L4llU I�\/h✓/��I MIN.EDGE DIST. 1/4'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 SUBSTRATE BY OTHERS 1/4'MAX.SHIM WW FLORIDA 34474 CWS.CC SEE TABLE 1 MIN.EMBEDMENT IN.EDGE DIST. PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1 8200 PVC BYINSTALLER AND OUT SEE TABLE ANCHOR INSIDE HORZ.SLIDER SEALANT BEHIND O SE TABLE I MENT IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM r It R PERIMETER SEALANT o Lii N H u PERIMETER SEALANT BY INSTALLER o o � BY INSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR Luin } SEALANT BEHIND SEE TABLE 1 w ¢ m INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND SEE TABLE 1 LLER U Z HORIZONTAL SECTION (::EH NTAL SECTION m F: O 5 TYPICAL JAMB ANCHORAGE L FIN ANCHORAGEND SILL SIMILAR FOR FIN INSTALLATION n w Z W w w p 2 oa 0 Lu Lu cc U 1/4"MAX SHIM o ¢ m SEALANT BEHIND m 0 O FLANGE BY INSTALLERL—djr4 m Q Z PERIMETER BY NS ALLER� T SEE TABLE MENT ����`,PNOREW rT���i� INSIDE AND OUT `;.�.G E NgF G�Q,y� �� No 58201 SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. �\ SEE TABLE 1 / A 1 VERTICAL SECTION %9 STATE PF 5 TYPICAL SILL ANCHORAGEOR1,�iO�•�'.`C O ' P \_��, O sS/ONA%_ 111111110 17'/ TABLE 1:APPROVED INSTALLATION FASTENERS 4/ 2015 FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FLPEFLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8^ # PERIMETER SEALANT 123939 JABARA RA AVE.A FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"RW TAPCON 1" 2" 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 �D1 HORIZONTAL SECTION FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 5 BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(0=0.55) 3/16"ITW TAPCON 1-3/8" 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 HILT]KWIK-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 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN. E FILLET,F LL PERIMETER, ADE ADHESIVE CAULK IS APPLIED DWG#: REV.: FLANGE 7/1 g^ INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 B ^ PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS N 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 50F5 PRODUCT APPROVAL NUMBER: fl. #6890.1 OPENING IDENTIFICATIONS: 4. .CM 5. CM 8/11/2016 Florida Building Code Online lit BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search a ;:; Product Approval Q0 USER: Public User dbpr „��i;;;r_tm Product Approval Menu>Product or Application Search>Apolication List>Application Detail FL# FL6890-R5 Application Type Revision Y ,• . Code Version 2014 ;, t yk ��_ I 1 �• Application Status Approved A !. Comments Archived O 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 Casement 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 Cl Validation Checklist- Hardcopy Received Certificate of Independence FL6890 R5 COI EvalReo CWS-161C(CA-8400, IMP).odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-05 2005 ASTM E1996-05 2005 PA/TAS 201/202/203 1994 Equivalence of Product Standards https://www.floridabuilding.org/pr/pr_appd0.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxOFNzIHrYUmo%3d 1/2 8/11/2016 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Fig/Fin Casement. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL6890 RS II CWS-161C(CA-8400. IMP).Ddf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other: 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 FL6890 R5 AE DuPont PVB NOA 13-0129 27.1)df psf, Max. size 37"x 72". Outer lite in I.G. to be fully FL6890 R5 AE EvalReD CWS-161C(CA-8400. IMP).Ddf tempered when used 30 ft. above grade in HVHZ. Glass FL6890 R5 AE Ouanex (Mikron) NOA 12-1017 02.Ddf complies with ASTM E1300-04. Created by Independent Third Party: Yes 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::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 mall.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: f Cfedit Card. Safe- I https:/twww.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqu4Bg7NfwG9nY8CIMsOVDVxOFNzlHrYUmo%3d 212 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 161C April 18, 2015 Product Description: Series 8400 PVC Casement Window,Large Missile Impact,DP67.5, 37"x 72" unit size with HS laminated glass, or 37"x 63"unit size with annealed laminated glass 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 61G20-3.005 (4). This product complies with the requirements of the 5`i' 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-161C, signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3673-1, -1A, -2, -2A, and NCTL-210-3674-1, 4A, -2, -2A,from National Certified Testing Laboratories, Orlando,FL signed and sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAK /WDMA/CSA 101/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-161C, signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-161C. Limitations of Use: This product: • May be used in X config. in unit sizes up to 36"x 72"with 1/8"(HS or Temp.)outboard,-air- 1/8HS-090PVB-1/8HS laminated inboard glass, or in unit sizes up to 36"x 63"with 1/8"(Ann. or Temp.)outboard, -air- 1/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G.to be fully tempered when used in HVHZ above 30 ft of grade • Requires max. glass daylight sizes as shown in CWS-161C • Achieves design pressures of+/-67.5 psf • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Dupont PVB Interlayer per Miami-Dade N.O.A.#13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find that they comply with the requirements of the 5t'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. �,J11111fril ;�}p RL 4yr f NO 5$201 -P 4/18/2015 s Lucas A. Turner P.E. ') STATE OF tui FL PE#58201 o` p R r. N�' Lucas A.Turner ��•rj i0 N A I�r�-. 2015-04-20 11:59-04:00 CASEMENT - LARGE MISSILE IMPACT RAL NOTES: �� • 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. 3B 1/a^ EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA,FLORIDA 34474 MAX OVERALL 361/4" AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW.CWS.CC FLANGE WIDTH MAX.OVERALL FLANGE WIDTH DEFINED IN ASTM E 1996 PER THE FBC. 37" 37" UNIT WIDTH UNIT WIDTH 2.GLAZI EET 2 8400 PVC MAX SASH WIDTH MAX SASH WIDTH 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEMENT' RIGHT. IMPACT —————A —— — 4.DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND `T r Co GLASS TABLES ASTM E-1300-04. ° Lo r H I I -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER o N co 731/4 INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04. MAX w OVERALL / I 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN ¢ ¢ m FLANGE I sat/a" THE pESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION cn HEIGHT ' I MAX \ I DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOODff! m OVERALL B I B ANCHOR CALCULATIONS,FLANE v o I HEIGHT I \ I 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE N z w NOT REQUIRED. LU LU a.. Q. F a tt 72" 651/2" 63 I I I 56 1/2" 7.ALL FRAMES AND VENTS FULLY WELDED. Q Q a v MAX GLASS MAX. I GLASS ❑ ❑ c) W UNIT I DLO HEIGHT i DLO 8.SERIES/MODEL DESIGNATION CA-8400. > > m o HEIGHT ` 9.THE DESIGNATION X STANDS FOR THE FOLLOWING: U m ¢ Oz I B X=OPERABLE SASH 61^ „�tpuuirrrrrr 70” ` I C SASH I / I MAX. 10 SECTION ION. O HEIGHT ALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR PS P U•. ... T�����, SASH I 6 I LOCATION. =J,``�.VD. •. HEIGHT \ I z v. No 58 :1P201 •6 ' "t• * '*- ILucas A.Turner ° �' ¢a 9 STATE OF .�Z 2015-04-18 10 ••� ——————— 22:00-04:00 0,o%NAl f %0 P:,_,�� A 3D,A 4�rrS`r/ .......A 6 GLASS DLO 301/2" RIGHT HINGED-SHOWN 4/18/2015 GLASS DLO LEFT HINGED-OPPOSITE LEFT HINGED-SHOWN LUCAS A.TURNER,P.E. RIGHT HINGED-OPPOSITE FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 NON-HVHZ „ „ +/-65 PSF DRAWN BY: DATE: GLAZING DETAILS.................................2 37 X 63 ADE 05/05/07 HVHZ +/- 67.5 PSF LARGE MISSILE IMPACT SECTION VIEWS....................................3 DWG#: REV.: EXTRUSIONS&B.O.M...........................4 NON-HVHZ +/-65 PSF CWS-161 C ANCHOR SCHEDULE&NOTES............5 37 X 72 INSTALLATION DETAILS.......................6 HVHZ +/- 67.5 PSF scALE: SHEET 1:15 1 OF 6 (cw'g6m. WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 8400 PVC CASEMENT IMPACT fro 7/8"OVERALL 7/8"OVERALL ao Lo FW 1/8'ANNEALED or TEMPERED 1/8"HEAT STRENGTHENED or TEMPERED o a zz a O 7/16"AIR SPACE 7/16"AIR SPACE 11 w w 5/16"LAMINATED GLASS 5/16"LAMINATED GLASS H Q Q m U) 1/8"ANNEALED 1/8"HEAT STRENGTHENED z .090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER a 1/8"ANNEALED 1/8"HEAT STRENGTHENED cc ir a a 0 W D SIKAFLEX 552 OR SIKAFLEX 552 OR o o ¢ a. 3 PURFECT GLAZE"H" 3 PURFECT GLAZE"H" w w a OC U m :in W 46 1/2'GLASS BITE 46 1/2"GLASS BITE > > mw O U m ¢ Z 13 13 O O PeREty rIrlip `'.`.�........... E NSF(.�'L''• 6 6 GLASS TYPEA GLASS TYPE B 4/18/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS DRAWNBY: DATE: MAX TYPE ADE 05/05/07 DWG#: REV.: 37"x 63" +67.5 A CWS-161 C 37"X +bf.0 SCALE: SHEET 1:1 20F6 r WINDOW SYSTEMS SYSTE (S� P7S 35 33 1900 SW 44TH AVE. INTERIOR OCALA,FLORIDA 34474 www.cws.cc 9 2 11 50 49 48 o ® ® ® 8400 PVC CASEMENT 15 32 IMPACT 46 18 15 1 0 18 m 41 46 0 a r o w W-. 9 O N O ❑ 18 o LL W W .. W ❑ ❑ } 51 4 31 8 51 5 1 514 9 18 3 F- ¢ ¢ m 6 a 4 SECTION VIEW B-B PL PE ZO C= — v o tq 5 3 N N Z W F Q Q _ Ir Lu a ¢ d 12 w w a D U U W 7 7 m O INTERIOR U m ¢ Z 40 -4. No 58201 10 / ZV. STATE OF L I�1 ONAL �N 51 rnuntiti� 4 - �1-1;2_1- ® 4s4/18/2015 5 ^O � LUCAS A.TURNER,P.E. FL PE#58201 porl __ __ 0 1239 JABARA AVE. 2 u NORTH PORT,FL 34288 � 46 3s 0 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME DRAWN BY: DATE: ADE 05/05/07 DWG i): REV.: ITEMS NOT SHOWN FOR CLARITY: CWS-161 C 14,16-17,19-20,25,27,32,34,37-38,42,44-45,50 SCALE: SHEET 1.2 3OF6 ITEM PART# DESCRIPTION PARTS LIST VENDOR MATERIAL 3 t!e^ FRAME AND 1 -60306 CASE.,MA A M SASH CORNER �°� � 26030B .,CASE.,MAIN,S 1 CONSTRUCTION WINDOW SYSTEMS 3 60306 FR.,CASE.,MAIN,jB.-,RIGHT MIKRON pl= 2 1900 SW 44TH AVE. 4 6030 A ---Pvu-- 7/32° f-- OCALA,FLORIDA 34474 5 W W W.CW S.CC 5 6030A FR.,CASE., I R 321/32pu a 27/32" 6 -6008 A R P 7 6008 SASH,CASE.-,BOT. IL RO P t/1s^ 8400 PVC - A NE R CASEMENT8 6008 , PVC GLAZING BEAD CORNER WELDS-60649 6008 A D MI R 10 - 592 RA R A (ALL se Es) IMPACT 11 1593 RA D A PVC FLANGE FRAME 12 GLASS SEE SHEET 2 H-6030B 13 3028 B 85 1 S" 7 8" 2" F RBB °D sR - 211/3 � o 14 -3029 SCREEN LFTSUMMITIns� Nro a 15 AP -RUBBER- woo 3113 21/32^ 16 P3195 R E 4 H 17 3197 & 0 7 1/16" 1/16° U) 18 3217 WSTP.,WHITEE AMES13URY RUBBER2114" s m m p 19 P-322 .155 A,B DA COIL,.062 . COIL,.05 . o P-4491 P-4050 W 20 3281 SPACER,D RAS SHEET 3 DURASEALAo N N z W 21 -3342 SEAM SPALER, M-5504 SCHNEE MUMNE7 22 3429 TP.,.270 X.187 BACK, A TRA PVC SASH a c- ¢ ~a o ❑ ❑ 23 R F E 552 E H-6008 uj F a 24 -3539 #8 3/ 4" ADP R o 0 o w 25 3561 SCR CLOTH,18 16FIBERGLASSEPHIFER 2" 17/32"- -{ > > LL m 26 P-3587 #8 1" F 2, A 17/3 v m ¢ Z 27 -3613 LBL. 28 P-368552 -8400 LD CERT. BE FR B 19/32 1/os^ 19l�� aaaaaNOREby����i� 29 P-37AP , 1/2" M&M .•`�,`�P''GEN 30 -3881 TEMPORART EK_jNFRC/DP) .�bP:'�� Sc�'•.Q'��. 31 P-3940 SNUBBER,SS,P SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE :• No 58201 H-1592 H-1593 32 -4003 I BAR GUIDE,R R 33 -4004 #8-32 1 2"P P (R T D E. A A a: rc 34 -4005 SUPPORT PLATE,LOCK,SS,ROTO HDWE. se W P-4006 ROTO 9 STATE OF .�+ 36 P-4007 T OPERATORS(FOR LEFT/RIGHTCASEMENT) ROTO 31la^�_T57___F-_4006 LOCK,MULTI-POINT,ROTO HDWE.,WHITE ROTO S 3/a°� ����%cess[ORtO•, �`�,`� 37 P-4009 TRACK&SLIDER ASSM.,ROTO P D ., 13" ROTO SS tine 5@12 38 4010 D BRKT.,R P D tiI 5 �_ 3/3 ' 39 -4012 SHIM,ROTO OPERATOR,ROTO HDWE. 4.8mm) ROTO SASH REINF. 4/18/2015 40 -4014 S-1505 41 -4018 E EFT R F R FT R RIGHT E A T) R LUCAS A.TURNER,P.E. 42 P-4020 SUPPORT WASHER,ROTO PER, ROTO HDWE. R 41/2" �,O FL PE#58201 43 4021 #8-32 x 3 4"Qua F /1/16"Lead,MS,SS,ROTO OP.,RO FAS A SS `� 1n s^ 1239 JABARA AVE. 44 P-4024 A T OPER.,R HDWE., 16" �� NORTH PORT,FL 34288 45 4031- -4040 A , ROTO HDWE.1-5 q R 1/2^ PH.941-380-1574 1574 46 4050 F.COIL-ALUMINUM,5052-H32 .050 A37), D P E q M 7/32°l 1�-3^ -i SHEEP DESCRIPTION; 47 P-4043 TI & �-v To 1s BOM AND EXTRUSIONS 48 -4146 #8 x 3/4"P ,S S S SCREW SUPPORT 49 P 4491 R INF.COIL-ALUMINUM,5052-H32 .062 X.656),HD P ECISTON STEEL A PVC FIN FRAME P-3113 DRAWN BY: DATE: 50 -4641 #8 x 5/8"P FLAT ,#7 AD,SS FA A H-6030A ADE 05/05/07 51 -1505 REINF.CASE. A AR A We#: REV.: 52 -6064 GLZ BD.,7/8" MIKHON PVC CWS-161 C SCALE: SHEET NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 2:1 4 OF 6 e"MAx D.C.(TYP.) �jn�v�r�m m.L��j�1J/,�/,f 12 1/2"MAX O.C.(TYP.) SEE NOTE 2 4"MAX(TYP.) SEE NOTE 2 WINDOW SYSTEMS 6"MAX(TYP.) 6"MAX(TYP.) 4"MAX(TYP.) 8"MAX.O.C.(TYP.) 1900 SW 44TH AVE. 12 1/2"MAX O.C.(TYP.) OCALA,FLORIDA 34474 6"MAX.(TYP) - - 4"MAX(TYP.) SEE NOTE 2 SEE NOTE 2 q^MAX,(Typ,) WWW.CWS.CC 6"MAX(TYP.) 8" 8400 PVC MAX o.c.(TYP.) 8 CASEMENT MAX O.C. e° IMPACT (T-YR) / MAX O.C. (TYP') � o 14 3/4" i ' o r MAX O.C. xm N m Q (TYp.) v o r o INSTALLATION \ w 0 0} ANCHOR(TYP.) \ Q Q m INSTALLATION z m Z ANCHOR(TYP.) LL Q INSTALLATION a o fn ANCHOR(TYP.) I I N N Z > LLI a a ¢ d ar Lu w aco oC U L6jTHRUFRAMEANCHOR 6"THRU FRAME ANCHOR a a m Lu HNGE SIDE JAMB(TYP.) HINGE SIDE JAMB(TYP.) " ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FLANGE) U m ¢ O FOR UNITS UP TO 37'x 72" FOR UNITS UP TO 37"x 63" ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FIN) z FOR UNITS UP TO 37"x 72" FOR UNITS UP TO 3T x 63" ,��i{lf Ilffff ���..•��,pREay.TG•. v No 58201 •'�� R a: iz NOTES: 9 STATE OF 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 �ff4hf pef l'l{si� CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. z 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/18/2015 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 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 1239 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 6. NORTH PORT, 34288 PH.941-380-1-1 574 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 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE& 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. DRAWN BY: DATE: 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 05/05/07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-161 C FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET 120 5 OF 6 MIN.EMBEDMENT Il TI/7CCa //)�TifY)•�/a(/� TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE \V-(�dW.fSYSTEMS BY OTHERS WINDOW SYSTEMS 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE INTERIOR 1900 SW 44TH AVE. MIN.EDGE DIST. SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474 SEE TABLE 1 I 1/4"MAX.SHIM SEE TABLE 1 wWW.CWS.CC SUBSTRATE BY OTHERS MIN.EDGE DIST. SEE TABLE 1 �0� SEE TABLE 1 cn MIN.EMBEDMENT QOM 8400 PVC PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR u BY INSTALLER SEE TABLE 1 CASEMENT INSIDE AND OUT MIN.EMBEDMENT SEE TABLE 1 IMPACT SEALANT BEHIND O FLANGE BY INSTALLER p 1/4"MAX.SHIM 2 '- 00 _T_U� r r o I�IIUII PERIMETER SEALANT a PERIMETER SEALANT o BY INSTALLER BY INSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR w W W SEALANT BEHIND SEE TABLE 1 H�LL 4 a m FLANGE BY INSTALLER SEALANT BEHIND 1n STALLER U U Z m INSTALLATION ANCHOR INTERIOR �g� HORIZONTAL SECTION C HORIZONTAL SECTION c O 6 TYPICAL JAMB ANCHORAGE 6 SEE TABLE 1 TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION w w Z W Q cc a 2 a a ¢ NOTE:ADDITIONAL THRU-FRAME ANCHORS 2: (AS SHOWN IN DET.B/6)REQ'D AT THE HINGE W v SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT. a a m w 7 LL O 1/4"MAX SHIMO U m Q SEALANT BEHIND Z FLANGE BY INSTALLER O Pp1DR.. r� %% PERIMETER SEALANT EMBEDMENT '•GEN•"••G���� BY INSTALLER SEE TABLE `,JVP: INSIDE AND OUT ��t No 58201 •:�A SUBSTRATE BY OTHERS -,-G. SEE TABLE 1 MIN.EDGE DIST. E?,OM ' STATE OF7 xx SEALANT UNDER SCREW EE TABLE 1 - ,�OAtC`;��O R 1 p Q;,•���� SECTION HEAD BY INSTALLER g TYp CVERTIAL SILL ANCHORAGE rrlrruipn��� 4/18/20�15- TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE# RNE 58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" E1239 JABARA AVE. PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ffW TAPCON 1" 2" BY INSTALLER FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 /—D'\ HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM G90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6J BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"RW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON 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: FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR F FULL THREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 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 161 C PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET FIN 2X MIN.SPRUCE-PINE-FIR(G=0.42) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 6 OF 6 PRODUCT APPROVAL NUMBER : Fl. #5823.1 OPENING IDENTIFICATIONS: 8. SH 10. SH 11 . SH 9/3/2016 Florida Building Code Online ~ 'i . r `N •er«�a — of •• 6 v y r BCIS Home I Log In It User Registration I Hot Topics I Submit Surcharge I Stats&Facts Publications I FBC Staff I BCIS Site Map I Links I Search I Florida , �Product Approval l!� USER: Public User rff� pyp•, «spy ., ��\'�,u✓&�—_!. J-01 E k;rC�•rtk't'.LLlgt Product Approval Menu>Product or Application Search>Application List>Application Detail a JUN 1 ? 2101 •a��-_ ;';., FL# FL5823-R7 Application Type Revision P)={ti;A 1 i ii iG Code Version 2014 St '.:P Yr, Application Status Approved Comments Archived O 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 O 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 R7 COT EvalReo CWS-155C(SH-8100. Imoact).Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/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 o.aspx?param=wGEVXQwtDgvMdF6zR4!HLrSiEW2m3mv6quhOZVN9J%2bwp/o3d 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, Imoact).Ddf 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.Ddf and DP. Outer lite in I.G. must be safety glazed when used FL5823 R7 AE EvalReo CWS-155C(SH-8100, Imoact).Ddf above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. FL5823 R7 AE Ouanex (Mikron) NOA 12-1017 02.odf 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 Instructions Approved for use in HVHZ:Yes FL5823 R7 II CWS-4408 (SH-8100, IMP, 74x63, Approved for use outside HVHZ:Yes CONTHDSL).odf 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.Ddf complies to ASTM E1300-04. FL5823 R7 AE EvalReo CWS-4408 (SH-8100, IMP. 74x63, CONTHDSL).Ddf FL5823 R7 AE Ouanex (Mikron) NOA 12-1017 02.Ddf 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-4918 (SH-8100. IMP, 74x72. Approved for use outside HVHZ:Yes CONTHDSL).odf 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.Ddf 30 ft. in HVHZ. Glass complies to ASTM E1300-04. FL5823 R7 AE EvalReo CWS-491B (SH-8100. IMP. 74x72, CONTHDSL).Ddf FL5823 R7 AE Ouanex (Mikron) NOA 12-1017 02.Ddf 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).Ddf 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 EvalReD CWS-295D (SH-8100, IMP, FLANGE ONLY. Outer lite in I.G. must be safety glazed when 52x96).Ddf used above 30 ft. in HVHZ. Glass complies to ASTM E1300- FL5823 R7 AE Kurarav PVB NOA 14-0916 10.Ddf 04. FL5823 R7 AE Kurarav SGP NOA 14-0916 11.Ddf FL5823 R7 AE Ouanex (Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes Hacic Meat https:/twww.floridabuilding.org/pr/pr app_ fl.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6quhOZVN9J%2bw%3d 213 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 click here. Product Approval Accepts: Credit Card Safe https:/Avww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6quhOZVN9J°/g2bw°/g3d 313 TRITER 1239,,Ja.b-ara Ave Nor-th,Pott,,FL 34298 ENGINEERING & Ph. 941-380-1574 -TCONSULTING, INC. FBPE C.-O.A. #29779 Evaluation Report 155C April 18,,2015 Product Description: Series 8 100 PVC Single Hung,Large Missile Impact, 53 .1/8"X 76"unit size at up to+/-67.5 PSF, 3611 x 62- unit size,atup to+-67.5/-75 PSF, 7/8"Insulating Glass consisting of 1/8 ,Annealed or Tempered outboard lite --Air—5/16 Laminated(1/.8Ann-.090PVB-1/8Ann) inboard lite Manufacturer: Custom Window,Systems, Inc. 1900 SW 440'Ave;Oca4a,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 5'1' 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.,No Port,FL e North 2) Approval drawing CWS-155C,,signed and sealed b Pp y Lucas A.Turner,P.E. 3) Test Report NCTL-21.0-3668. 4, -IA, -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 106, 1906 2062/2005,and AAMA,,,k440 200,5 4 Supple ental Calcs.'to support.CWS-155C; signed and,sealed Lucas A.Turner.P.E. in- by Installation: Units.must be installed according,to,approval document'CWS455C. Limitations of Use: 'This product; 0 May be used.in,O/X configuration in sizes; design pressures, And with Max.glass DLO heights As 'shown in.,CWS7'155C o Is iinpact.resistant and does not:requirethe use:of shutters • Maybe used in the High Velocity q _y Hurticane2one • Requires-7/8"Insulating Glass,consisting of 1/8 Annealed,or Tempered,outboard.lite required above A.ft in HVW), —Air—5/16 Laminated.,(,l'/8,Ann--.090PVB-I/"8ATm)inboard lite • Requires Dupont,PVB Interlayer per Miami-Dade N.'O.A. 13-0129.27' • Requires Quanex.(Mikroq),white rigid PVC�framing per Miami-Dade N.O.A. 12,4017,02t 11have evaluated theinterlayerand framing,materials in these Dupont and'Quanex NOAs and find that-they comply with the requirements of the 5th Ed.,.(20.1 4):Florida Building Code for use in this product. Certification of,lnde endenc : Ido have; do intend to acquire,nor will I acquire, afihanoial P t Te, interest in.,Cbstorn Window Systems or m.any company, inariufaptpring 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 orapproval process of this product. IL%I I R1 Pjfjr## 0%% 11D E No �A WL 4/18/2015 jr Z. Lucas.A. Turner,P.E. STATE 0 F 4[J,-'* WOAi '.* 'V � ';'� FL-PE:#58201 % 0 Lucas A. Turner 2015-04-18 .nn1-0 AA.r%A SINGLE HUNG - LARGE MISSILE IMPACT AL NOTES: �� ,� SHOWN w/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED INDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) POO SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED CALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. W W W.CWS.CC 543/8° 2:GLAZING OP OVERALL FLANGE WIDTH 37 8100 PVC 53 118"MAX.UNIT WIDTH OVERALL FLANGE WIDTH 3.CONFIGURATIONS:"O/X". SINGLE HUNG 4815116" 4.DESIGN PRESSURE RATING: IMPACT �j -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS DLO I 3E' — GLASS TABLES ASTM E-1300.04. MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER n m �- i INFILTRATION TEST PRESSURE AND GLASS TABLES a ^ 771/4GLASS DLO ASTM E-1300-04. 0 0 oMAX. H I I n OVERALL I I A 5.ANCHORAGE:THE 33 1/3!STRESS INCREASE HAS NOT BEEN USED a U_ o FLANGE __ _ IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR 2 53 w .' HEIGHT DETAILS. WINDLOAD DURATION FACTOR'Cd=1.6 WAS USED FOR WOOD w H ¢ m 3315L16 631/4" -- -1- ANCHOR CALCULATIONS. to GLASS OVERALL I I 1 Co m L 76" I I DLO FLANGE I 1 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT ROTARY ,Q o m MAX. I I HEIGHT O 27" LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL 'o .o m j UNITHEIGHT 62" B B GLASS OPERATION'BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO w w w OLU MAX DLO HURRICANE WINDS AND FLYING DEBRIS. a a a p:rL UNIT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT W ¢. 1 8 HEIGHT I I I USED AT FIXED MEETING RAIL AND JAMB. a s < o Ill 37 5/16. 1 1 6 I I 8.SERIES/MODEL DESIGNATION SH-8100. m m m MAX. C 34" SASH 6 GLASS 30 5/16" 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: o m ¢ Z' HEIGHT X D DLO MAXX;=OPERABLE SASH,O=FIXED SASH 1 1 6 SH x 2L HEIGHT i I i O� D 10.SECTIOIO CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR �� ...... 6� 100 4 C t 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. • No 58201 %-pIM LLEt 1— -- -- – =�t: * Lir_ C q A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62". S p 46 3/8". L 28" GLASS DLO GLASS DLO MAX SA 4911116" 1SH WSASH1WIDTH MAX 5fl6" Lucas A.Turner DTH 2015-04-09 12:43-04:00 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 TABLE OF CONTENTS RATING ELEVATIONS GENERAL NOTES&ELEVATIONS.....1 NO;N-HHZ �� +/- 65 PSF DRAWN BY: DATE: 53-1/811 X 76 ADE asnoro8 GLAZING DETAILS...............................2 +/-'67.5.PSF DWG#: flEV.: SECTION VIEWS&ALT.FRAME........3 ARGE MISSILE IMPACT CWS 155 C EXTRUSIONS&B.O.M.........................4 _ANCHOR SCHEDULE&NOTES..........5 +65 SCALE: SHEET INSTALLATION DETAILS.....................6 +67.5/-75 PSF 1:1 1'OF 6 778"OVERALL INSULATED GLASS 718"OVERALL INSULATED GLASS V- (SlYfil/iYIS/w 1/8"ANNEALED 118"'ANNEALED WINDOW SYSTEMS FOA 1900 SW 44TH AVE. 7/16"AIRSPACE 7/16"AIRSPACE OCALA,FLORIDA 34474 W W W.CWS.CC 5116"LAMINATED GLASS 5/16"LAMINATED GLASS 118"ANNEALED 1/8"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 PURFEQT GLAZE"H"OR SIKAFLEX 552 18 PURFECT GLAZE"H"OR SIKAFLEX 552 n �, o o Q 12 1/2"GLASS BITE "1/2 GLASS BITE c 0 0. I I 38 W LL LLJ H Q m. m U U p O M m w 03 0 N N LL Z > W W LLI W O m a a 0 0 W tr a U GLASS TYPE A. a a a W' GLASS TYPE SASH LITEcl FIXED LITE U m ¢ O Z ,,,tpt,ulUrllli 7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS ��� P>DREIIV Nii 1/8"'TEMPERED -118"TEMPERED ,�JG •-'\GEAISG"Q'L�,i 7/16"AIRSPACE 7/16"AIRSPACE No 5$201 •:fid 5/16"LAMINATED GLASS 5116"LAMINATED GLASS -1/8"ANNEALED - 1/8"ANNEALED. STATE OF .090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT �iS........R�•� G\��, 1/8"ANNEALED 1/8"ANNEALED DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL Z 18 PURFECT GLAZE"H"OR SIKAFLEX 552 18 PURFECT GLAZE"H"OR SIKAFLEX 552 4/912015 ----- --- LUCAS A.TURNER,P.E. 1 1/2"GLASS BITE j' 172"',GLASS BITE 'FL PE#.58201 1239 JABARA AVE. (36 NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: q 0 GLAZING'DETAILS. DRAWN BY: DATE: ADE 06/10/08 DWG N: REV.: GLASSTYPE.B CWS-155 C GLASS TYPE B SASH LITE SCALE: SHEET FIXED LITE 1a 20176 INTERIOR ��+'+��uu�'•�j� WINDOW SYSTEMS uu 3 21 19 10 39 11 21 15 3 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.CWs.CC a1 41 8100 PVC 1 o d SINGLE HUNG 'pI 4s a IMPACT 12 U o o CDo + 21 c� mr: ui 0 0 o F 20 12 20 26 0 - o 0 SECTION VIEW B-B w o wl— Qm NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, u7 RIGHT SIDE SHOWS SASH SECTION VIEW. m m z M LL Q 30 ti N N LL Z'W 12 0 38 - 111 Lu a a aCL d 3129 Q 5 a a a co W INTERIOR > > > 0 6 �J .. 32 U lL Q Z 4879 ,,•••••P�lOR...t ���,,. ,: No 58201 •:�1� 813 �9•• STATE OF •w: <s 14 i��,,sSfOA; Q a 47 225 I 16 o LUCAS A.TURNER,P.E. 40 FL PE#58201 D __ �o p 16 1239 JABARA AVE. 2 NORTH PORT,FL 34288 U PH.941-380-1574 41 SHEET DESCRIPTION: SECTION VIEW C-C SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME SWEEP LOCK REQUIRED NO SWEEP LOCKS ALLOWED FOR SIZES:OVER 36 x 62. DRAWN BY: DATE: FOR UNITS 36"x 62"AND UNDER. ADE 06/10/08 DWG#: REV.: ITEMS NOT SHOWN FOR CLARITY: CWS-155 C 22,27-28,33-37,43-45 SCALE: SHEET 1:2 30F6 PARTS LIST FRAME CORNER REM PART# DESCRIPTION MATERIAL VENDORJ CONSTRUCTION 1 H-6031 Frame Head,Fig,Single Hung PVC MIKRON 31/B"---- V(5(h1Y(IlYll{Wuuu 2 H-6031 Frame Sill,Flg,Single Hung PVC MIKRON1 15/16" WINDOW SYSTEMS 3 H-6031 Frame Jamb,Fig,Single Hung PVC MIKRON 1 Fix 3/16" 1900 SW 44TH AVE. 2OCALA,FLORIDA 34474 4 H-1836 Alum.Fixed Meet.Rail ALUMINUM KEYMARK s WWW.CWS.CC 5 S-6063 Fixed Rail Cover PVC MIKRON 3 6 6' H-6027 Sash.Top Rail PVC MIKRON 2'11/16" 15/8" q 1 516" 7 1 H-1497 1 Reinforcement for STR ALUMINUM KEYMARK -1116° 1176•, 8100 PVC o 1/16" coRNERwS 8 H-6028 Sash Bottom Rail PVC MIKRON L r (ALL SIDES)) SINGLE HUNG 9 H-1699 Reinforcement for,SBR ALUMINUM KEYMARK 1:8 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 n ao 0 13 P-3118 Keeper,Sweep Lock ZINC SULLIVAN 14 P-3541 #8 x 1/2",Pan Head,Tek STEEL FASTENAL „�, 0 0 o a 15 P-4632 Sweep Lock ZINC SULLIVAN 3 1/8^ 0 0 r20 P-4633 Barrel Fastener STEEL FASTENAL —`� 1 1/2" g w o j Block&Tackle Balance STEEL CALDWELL O 13116" w I- ¢ m Purfect Glaze"H"or Sikaflex 552 SILICONE HENKEUSIKA 4 FIXED MEETING RAIL rn Sash SEE SHEET2 GLASS CARDINAL 10 SCREWED OIlTERFERMAE WITH M W w O Fixed SEE SHEET2 GLASS CARDINAL 1/16" _ __ _ ,:8 a o U53 9116" 15/9" x 1/8° 1/16"P-3429•Wstp.,.0.270 x 0.187 back FinSeal NYLON ULTRAFAB > P-4638 #8,x 2-1/2 PH Mod.Truss,Type A,TEK STEEL FASTENAL q 1/16" w w w O ¢ 23 #10 x 1 112"Panhead SMS STEEL FASTENAL u o 0 o d 24 Flat Washer STEEL FASTENAL �," rw- w rs 25 S-6014! Screen Catch PVC MIKRON f. PVC SASH RAIL-6004 FIXED RAIL-1836 0 0 0 rn 26 S-6013 Screen Support PVC MIKRON a. > a. Lu 27 P-4051 #8 x 1 1/4"Ph Fh TEK,Wht. ZINC FASTENAL PVC FRAME RN-6048 28 P-3748 #6 x 0.625"Quad Fh TEK,Wht. ZINC FASTENAL U m ¢ Z 29 P-3783 Impact,Lock STEEL INTERLOCK �WWuli:q 30 P-4069 Impact,Keeper STEEL INTERLOCK ,y,s'' 9/16" p���,P�DREVV 'If, 31 P-4264 #8-x 314 FH PH w/#6 Head,TEK,Wht STEEL FASTENAL 1/2" ,,18"-{ his„ 1 1/e11 ��%%4-- .��GENSF GQ,L•�� 32 P-3218 Screen Frame ALUMINUM ACEMETAE r q th 33 P-3321 Screen Comer Key PLASTIC M&M 7/8' �� n J 1&16. *: No 58201 34 P-3228 Screen Spline RUBBER DAPA L LLL # U� 1141- 35 P-3581 Screen Cloth VINYL WIER —1/ts' 1lts l_ +-o' * :ir 36 P-3033 Screen Spring STEEL HURLEY PVCSCREENCATCH-6013 PVC FIXED RAIL COVER-6063 PVCSCREEN-SUPPORT-6014 '90%� STATE OF :��7= 37 P-3029 Screen Pull Tab STEEL HURLEY PVC SASH STOP'-so25 :��,,� 39 P-3768 #8 x 5/8 Ph8"Pan Zinc2 R ZINC R FRANKFASTLO E 40 P-4479 Weepcover PLASTIC M&M 41 P-3113 Screw Support RUBBER TEAM 3/4" fie" 1/4" f- 3/4" rj 42 P-6025 Sash Stop PVC MIKRON 3/16" g T 12 419 43 P-3059 Sash Cam PLASTIC M&M l „ 7 LUCAS A.TURNER,P.E. 1511 s" 1116' 1' 7/8" 44 P-3295 Take Out Clip STEEL SUMMR i/16" J— -1116" L FL PE#58201 45 P-3342 Seam'Sealer SILICONE SCHNEE 1239 JABARA AVE. 46 P-3752 HolePlug PLASTIC M&M REINF.S.B.R.lS.S.R.-1490 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 PN.941-380-1574 48 1 P-4959 jWstp.,0.420 x 0.187 back NYLON ULTRAFAB SHEET DESCRIPTION: BOM AND EXTRUSIONS 1/2^- 3/16' DRAWN BY: DATE: 3 ADE 06/10/08 �p a1 DWG M: REV.: SCREW SUPPORT-3113 CWS-155 C NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1:2 4OF6 15"MAX O.C.(TYP.)_ -- WINDOW�� �� 6"MAX(TYP.) 4" MAX.(TYP.)— 8'MAX O.C.(TYP.) 1900 SW 44TH AVE. 6'MAX:(TYP.) 4"MAX.(TYP.)LIT W W W.CWS.CC FLORIDA 34474 4"MAX.(TYP.) B.MAX.O.C.(TYP.) -- -- -- -- ANCHOR AT MIDSPAN 4"MAX(TYP.) 6"MAX.(TYP.) yF T 6"MAX(TYP.) 81 UU PVC 1 6° -- - -- SINGLE HUNG 14" p MAX O.C. O IMPACT MAX. (TYP.) MAO.C. I I 8" I I (TYP.) II I I u� w 0 O o 1013/16° MAX O.C.(TYP.) MTG RAIL a m'n ui MAX.O.C. o 0 o F I I (TYP.) h Q rT O r O ❑ 4'(TYP.) (_ _ MTG RAIL IlJ ❑ j- 4"(TYPO--_ W F— Q m X X 4'(TYR) I I I ITn I I I X 1 I X I LL LL O 0 >LD LU Q -- -- a d a d Lu w w ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-fFIN) 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 > > > ❑ U in < 0 Z t kill sells, 4% .Pp1D .... No 58201 E�-P NOTES: 9� STATE OF 141 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ,; 4 OR 10 p'G\�`�� 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 ,,�4Si11NA11%,a,��� 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 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: INSTALLATIONS70 SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND 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. DRAWN BY: DATE 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 x: 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: SCALE: FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX'WINDOWS),FMA/AAMAANDMA 300(E)CTERIOR DOORS) SHEET 1.25 5 OF 6 MIN.EMBEDMENT l l T7!](C9 /Jn •L/e�/� TYPICAL HEAD ANCHORAGE SEE TABLE 1 --SUBSTRATE BY OTHERS WINDOW SYSTEMS MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE �•\ SEE TABLE 1 BY OTHERS 44TH AVE. SEE TABLE 1 OCA A, SUBSTRATE BY OTHERS 1/4"MAX.SHIM-� SEE TABLE 1 WwW. FLORIDA 34474 www.cws.cc SEE TABLE 1 MIN.EMBEDMENT MIN.EDGE DIST. PERIMETER SEALANT SEE TABLE 1 'SEE TABLE 1 I Z 8100 PVC BY INSTALLER INSTALLATION ANCHOR �Fz A INSIDE AND OUT SEE TABLE ISINGLE HUNG MIN.EMBEDMENT SEALANT BEHIND BEHIND J SEE TABLE 1 IMPACT FLANGE BY INSTALLER L 1/4'MAX.SHIM — �� PERIMETER SEALANT o 0 o FW PERIMETER SEALANT BY NSTALLER 'v 0 Q BY INSTALLER INSIDE AND OUT o o ❑. IN AND OUT INSTALLATION ANCHOR g w p } INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 W I- ¢ m FLANGE BY INSTALLER. SEALANT BEHIND c/) TALLER 1 TALLER v v a Z B HORIZONTAL SECTION C HORIZONTAL SECTION m m Lu O Lu 6 TYPICAL FIN ANCHORAGE `f v � 6 TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION ai N LL Z'> ¢ ¢ ¢ O LU w w F- a a a a cc w w u - w w w ¢ 1/4'MAX.SHIM o 0 o m SEALANT BEHIND r > > > O FLANGE BY INSTALLER O U m ¢ 21 PERIMETERSEALANT MIN.EMBEDMENT ��� ORE+##��I�. IN AND OUT ER SEE TABiE 1 p,N . ... / No 58201 •:�� SUBSTRATE BY OTHERS J _ - SEE TABLE 1 MIN.EDGE DIST. *• *' '*- "0 EEE TABLE . STATE OF A� VERTICAL SECTION O •(V 6 TYPICAL SILL ANCHORAGE ` i,�I,S.`SONA� 1411111 TABLE 1:APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 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. FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1° 1" INSIDE AND OUT D HORIZONTAL SECTION PH.941-380-1574 FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 13/8„ 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON 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,. 18 GAUGE(0.060")MIN.STEEL STUD #10.16 HIL71 KWIK-FLEXOR RW FULLTHREA'D UP TO AND INCLUDING A BOX-FRAME.APPLICATION IS ACCEPTABLE PROVIDED: DRAWN D DATE: 7116" ADE 06/10/08 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060 -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: 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 DRILLING SCRE 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. scALE: SHEET 1:2 60F6