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Dan A C� i f�fOR1f Q14%Ie13'a4.ff'OCJOtJO�A, i B YES{ _��No( m z 51 7/8 X 49 3/8 c Z 357/8X613/4 OF-0.30 co NmO OF-0.30 SHGC-0.21 5 Tj (0 51 1/8 X 60 5/8 n o M�, SHGC-0.21 / iL . Ooa (+70/-70) OF-0.30 (+70/-70) FL#16177.1 � � �� m•zo z FL#16177.1 j, Q SHGC-0.21 m m FL#16177.1 0 Nt Ll p Z v "�"' o [if S� JN 51 1/8 X 60 3/8 ` w g' OF-0.30 T SHGC-0.21 �? (+70/-70) D FL#16177.1 3 � qp0o D NY kIT �a HS ° m � o 5,a 73 1/8 X 61 7/8 I C��p�E OF-0.31 0 SHGC-0.21 ^ a Ln (+60/-60) ~ o FL#16736.1 o o m P' r � tt N N O V i 8/11/2016 Florida Building Code Online �A-K.C��---.�,�J�TOK._) _A�`5v .A°Il� 'Tt11Le_);7 BCIS Home Log In-I User Registration Hot Topics Submit Surcharge Stats&Fads i Publications FBC Staff I BCIS Site Map Links Search I ` bFlorida V. "'I Product Approval eee USER: Public User ,� e,.s Product Approval Menu>Product or Aoolication Search>Application List>Application Detail I FL# FL16177-R1 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 G 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 d' Validation Checklist- Hardcopy Received Certificate of Independence FL16177 RS COI EvalReo CWS-812B (SH-8100. IMP. NoSHIAnch).pdf 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 https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvyf4ngAXhIOy8QtjDbmBIPjuPdYuGeM3yYu[882`/`2bJrew`/*3d`/o3d 1/2 I 8/11/2016 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 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 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 RI II CWS-812B (SH-8100. IMP. NoSillAnch).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:SH-8100 PVC Impact, no sill anchors required. Safety FL16177 R1 AE DuPont PVB NOA 13-0129 27.Ddf glazing required on outer lite above 30 ft. in HVHZ. Glass FL16177 RI AE EvalReD CWS-812B (SH-8100.IMP. complies to ASTM E1300-04. NoSillAnch).Ddf FL16177 R1 AE Ouanex (Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes Back Ne�kt 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 mall 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 here. Product Approval Accepts: ® eChEck M Credit Card .Safe i https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QgDbmBiPjuPdYuGeM3yYul882%2bJrewg/o3d%3d 2/2 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 812B April 18,2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 517/8"x 613/4"unit size, +/-70 PSF,no anchors in sill Manufacturer: Custom Window Systems,Inc. 1900 SW 441`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 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-812B, signed and sealed by Lucas A.Turner,P.E. 3) Test Report NCTL-210-3815-1A, -2, and-2A,by National Certified Testing Laboratories, Orlando,FL, signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203- 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812B, signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-812B. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max.glass DLO heights as shown in CWS- 812B • 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. 13-0129.271 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and fmd 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. '0."It asIIIrr gyp R w ` 4/18/2015 --a*. o Lucas A. Turner, P.E. STATE OF FL PE#58201 Lucas A. Turner '*�J'1Sf�+ ;; "%` �` 2015-04-18 GENERAL NOTES: � - SINGLE HUNG - LARGE MISSILE IMPACT 1.THEPLNOTE SHOWN HEREIN IS DESIGNED AND MANUFACTURED � �((p/�{ TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSYEPIS ����� EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 2.GLAZING OPTIONS:(SEE SHEET 2) 53 1/8"MAX OVERALL FLANGE WIDTH 3.CONFIGURATIONS:"O/X•. 8100 PVC 51 7/8"MAX UNIT WIDTH SINGLE HUNG 4711/16•GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER 2 N INFILTRATION TEST PRESSURE AND GLASS TABLES -- -- '- ASTM E-1300-04. OO 63" _ __ I 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED '- MAX IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w In m FLANGE ANCHOR CALCULATIONS. HEIGHT z O UN Z B I B 2613/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE 03 S O GLOSS NOT REQUIRED. o N LD m N Z W I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT ¢ O O 1 X4" I I USED AT FIXED MEETING RAIL AND JAMB. o a HE GHT 8.SERIES/MODEL DESIGNATION SH-8100. ¢UNIT p U 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: Q o I I X=OPERABLE SASH,O=FIXED SASH op ¢ O M 3/76• I I 1026 7/8' .SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Z :9 SASH `, GLASS LOCATION. `,'t11111"rl" G; HEIGHT X I DLO ,�� PNORE4y B 11 .EXTERNAL WEEP SLOT-1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. .`GQ .��G E NSF':QLD'. I I C t No 58201 1a '� Lucas A. � ; STATE OF � : -Z Turner A A 2015-04-11 i�Ccs;�...... �j�% 6 15:15-04:00 S,, 0 451116" GLASS DLO 48 3/8• 4/1112015 MAX SASH WIDTH 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 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 MAX. UNIT SIZE RATING IMPACT RATING DWG#: REV.: SECTION VIEWS.................................3 EXTRUSIONS&B.O.M........................4 CWS-812 B ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE: INSTALLATION DETAILS....................6 SHEET 1:15 1 OF6 I WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 8100 PVC SINGLE HUNG IMPACT � N TW m rco Q o � O 7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS Q } w m m 1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED U Z 7/16"AIRSPACE 7/16"AIRSPACE LL c O 5/16"LAMINATED GLASS N (n 5/16"LAMINATED GLASS $ 0 Z Lu w 1/8"ANNEALED 1/8"ANNEALED a O x .090"PVB INTERLAYER BY DUPONT 090"PVB INTERLAYER BY DUPONT c9 D. w LL D_ 1/8"ANNEALED 1/8"ANNEALEDo m DURASEALBYTRUSEAL DURASEALBYTRUSEAL 4 PURFECT GLAZE"H"OR SIKAFLEX 552 4 PURFECT GLAZE"H"OR SIKAFLEX 552 m Q Z 14 1/2"GLASS BITE 14 1/2"GLASS BITE ``���.PTSD h..YfTG����� 48 48 v No 56201 •"'�- 1 1 'P% STATE OF :�� SASH LITE s' FIXED LITE 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: BAT 06/18/12 DWG#: REV.: CWS-812 B SCALE: SHEET 1:1 2OF6 INTERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC 45 32 7 53 12 38 13 3 3 4 45 8100 PVC D 0 ® 1 SINGLE HUNG �o IMPACT 45 1 0 °r° 6i o c ¢O 14 3 3 14 54 14 65 66 63 19 4 w m m SECTION B-B U N 54 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, m o 0 RIGHT SIDE SHOWS SASH SECTION VIEW. N cw W c 0 � a c� a 14 39 w LL z CC U 400 U W 7 8 7 Lu pl' 1 3 INTERIOR 0° ¢ Z s 48 J`�P<`10ftEb1."T4��� 6 8 No 58201 ..F� 14 53 �1. STATE OF :�� P,' 65 10 iii F 'C O R l�• N, OR 6s % 6 3 z511 3 3 4/11/2015 t8 _ 6 LUCAS A.TURNER,P.E. 2 4 FL PE#58201 3 1239 JABARA AVE. 30 NORTH PORT,FL 34288 D PH.941-380-1574 Q SHEET DESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 B 20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET 1:2 3OF6 PARTS LIST FRAME CORNER �/'1� � J ITEM PART# DESCRIPTION VENDOR MATERIAL CONSTRUCTION (( TI/1C�g®jjf�°�/�{/� - -1 H-6031--Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl 3 7/8" V(ytyA11 go Inl O�("/�I 2 H-6031 Main Fr.,SH,w/Fig.,PVC,Sill Mikron Vinyl t 1 15/16" 23/16^ WINDOW SYSTEMS 3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 1900 SW 44TH AVE. 4 H-6031 Main Fr.,SH,w/Fig.,PVC,R.Jb. Mikron Vinyl O 3 e WW CWS.CCA 34474 6 S-1577 Impact Hook Keymark Alum 4 10 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16" 1 5/9^ q 1 5/a^ 9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16° I L I 1/16" 8100 PVC 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl L jJ 1/16° CORNER WELD (ALL SIDES) SINGLE HUNG 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl 0 1:8 13 S-1498 Reinf.S.B.R./S.S.R IMPACT 14 S-6064 Glz.Bd.,7/8" Mikron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 18 S-6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl h a 19 S-6014 Scm.Adapt.,PVC,Vert. MikronVinyl c m r 1 112" 20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 3 o c o 1 3116° 23 1 H-1699 IlReinforcement,SBR Keymark Alum 7/8" 24 P-2190 Balance BSI 9/16' 1 1 a 25 P-3059 Sash Cam,PVC BSI Plastic 1/16° SCREWED ED EETINGE.AIL L,Lu m m Z 26 P-3046 Take Out Clip BSI SS 1 5/e" 21/8" 1/16" FIXED MEETING RAIL to 27 P-3783 Lock,Impact,PVC Interlock q 1/16" OUTERFRAME S O 28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 a N S2 REINF.,IMPACT HOOK-1112L 0 ° j 30 P-3215 Weep Cover w/Flap Geer Plastic Lu LU 32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 aw. ? I- 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel o cc D 38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 1 5/1 s• 9116° z Q 39 P-4051 W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 7/2• 1 1/8" 5116^ 1 1/8" o oZ w 40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel o cc ❑ 44 P-3342 Seam Sealer,SM-5504 Schnee 7/8" 18 1 5/16^ 19 ' 45 P-3752 Cap Plug,1/2"Hole M&M Nylon 1116"47 045" 1/76" m ¢ z 1/16" 48 P-3352 Set38 .Elk., 5 Dur.flex 552 or ,1/81 X 5 8e x 2"Lg. SIF.Lowe el Rubber - PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 `�.%%"PoDRE4I��T�i�� 51 P-3881 Temporary Lbl.(NFRC/DP) .`�p�.��c E A,S 52 P-3613 CWS Lbl.(logo) Pro Label 518" 3/4° 314" 1/4" ti No 56201 53 Sash SEE SHEET GLASS - 3/16° 54 Fixed SEE SHEET 2 GLASS 23 9 14 56 P-3281 Spacer Duraseal 13 15/1 s^ 1/1 6" ,^ 718" T }_ t STATE OF .�+ 62 P-3216 Screen Frame,Horiz. Allmetal Alum 1/76" O•. 63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 .......... 64 P-3321 Screen Frame Comer Key Allmetal Plastic 65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass 66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl 67 P-3029 Screen Pull Tab. Summit Alum 4/11/2015 68 P-3033 Screen Spring,SS FI.Screen SS 70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum 0 3118• FL PE#58201 72 S-6063 Cover,Fixed Rail Mikron Vinyl O 1239 JABARA AVE. 73 S-1112 Reinforcement,Impact Hock Keymark Alum NORTH PORT,FL 34288 74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.94 1574 1 5116" 1/2" SHEET DESCRIPTION:TION: LINE ITEMS NOT USED: 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50, BOM AND EXTRUSIONS 55,57-61,69 6 �3^� j SCREW SUPPORT-3113 DRAWN BY: DATE: IMPACT HOOK BAT 06/18/12 S-1577 DWG#: REV.: CWS-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 12 40F6 6"MAX(TYP.) 17"MAX O.C.(TYP.) WINDOW SYSTEMS 1900 SIN AVE. 6"MAX(TYP.) OCALA,F OTRID 34474 '- -- -- WWW.CWS.CC SEE NOTE 2 101/2" I I 8100 PVC MAX O.C. SINGLE HUNG crYP.> i-- O INSTALLATION IMPACT ANCHOR(TYP.) I I ZZ a o 00 F- O � ❑ LMTGRAIL -T— Y ~ 4"(TYP)J uLi a¢0 m I I I I m w O V N L 101/�� w ZO W It MAX O.C. Lu (TYP.) ❑ c2 a I ^ I F z U I 4 I ogC/) L 1 j ¢ o 4" (TYP.) -- -- -- m ¢ Z 4"(TYP.) NO ANCHORS REQUIRED IN SILL ANCHOR LAYOUT-(FLANGE) .�JJGPc•�;G E Ng� No 58201 ;-P NOTES: 13 ••STATE OF :�� 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. i��''`ts•.<O R 1Q�•°�j��� 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. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 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. 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 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. BAT 06/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: CWS-812 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: FMA/AAMA100(FINWINDOWS),FMA/AAMA200(FLANGEWINDOWS), FMANVDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS) SHEET 1:15 5OF6 TYPICAL HEAD ANCHORAGE _ _. ___- V-(Wpv(yW/ • MIN.EMBEDMENT WINDOW SYSTEMS MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. 1/4"MAX SHIM SEE TABLE 1 OCALA,FLORIDA 34474 SUBSTRATE BY OTHERS MIN.EMBEDMENT WWW.CWS.CC SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. BY INSTALLER aPINSMANDOUT SEE TABLE 1 8100 PVC' INSIDE AND OUT INSTALLATSINGLE HUNG SEALANT BEHIND C� SEE TABLE I1 ANCHOR IMPACT FLANGE BY INSTALLER I,� 1/4"MAX SHIM � N c0 aD w O Q O � O METER SEALANT Y F TALLER ¢ } INSTALLATION ANCHOR w m Q1 SEE TABLE 1 ANT BEHIND FLANGE BY INSTALLER LL o ZO co / n HORIZONTAL SECTION o O1 CONTINUOUS DOUBLE 3/16"BEADS w ❑ Z TREMGLAZE U1600 SEALANT AROUND j 6 TYPICALJAMB ANCHORAGE w w❑ O Ir PERIMETER AT ALL INDICATED POINTS a = H BETWEEN FRAME AND BUCK BY INSTALLER. o LL Z 1/4"MAX SHIM p Q co SEALANT BEHIND S ¢ o FLANGE BY INSTALLER 10 ¢ Z PERIMETER BY NSTAL ER SEALANT SEE TABLEDMENT %%%"�4OREvi/ 14� INSIDE AND OUT J�,SP•GE. •TG�'ii .J : SUBSTRATE BY OTHERS _ r No 58201 �-P= SEE TABLE 1 MIN.EDGE DIST. SEE TABLE 1 "'a a-- A VERTICAL SECTION �90 STATE OF :'tui 6 TYPICAL SILL ANCHORAGE �(c 0R1• C?P 0 4/11/2015 i TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SU ANCHOR TYPE ST. FL PE#58201 PERIMETER SEALANT 1239 JABARA AVE. CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" BY IDE�D our NORTH PORT,FL 34288 U 117 PCF MIN. 3/16"ITW TAPCON PH.941-380-1574 CONCRETE " " "2.85 KSI MIN.) 3/16ELCO ULTRACON 11 �1 HORIZONTAL SECTION ( 6 BOX FRAME INSTALLATION SHEET DESCRIPTION: GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16"ITW TAPCON INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8" OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY.' DATE: 16 GAUGE0.060" MIN.STEEL STUD #10-16 HILTI KW IK-FLEXOR[TW FULL THREAD BAT 06/18/12 GAUGE(0.060-) 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 1/8"ALUM.(33 KSI MIN.)OR #10DRI GRADE 5SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 B 7/16„ PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125^ SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6OF6 I 8/11/2016 Florida Building Code Online O I' ♦ °�-b Pi1(4� r.��b�tiG7s� tYeJl��Yu.l;�!`"A.�J :__ �1 ---- — — - --� ; Mor [ f, 4ifLLi jr4<J ;;i_(I i��f F ?gym1?id BCIS Home I Login I User Registration I Hot Topics I Submit Surcharge Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Florida l'''::�Product Approval � � � � USER: Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL16736-R1 - 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 Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer [�I 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 .i Validation Checklist- Hardcopy Received Certificate of Independence FL16736 RS COI EvalRen CWS-871B (HS-8200. 74x63. IMP).odf 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 https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqugobl`/p2flZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA`/pad%3d 1/2 8/11/2016 Florida Building Code Online Certified By I 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 R1 AE DuPont PVB NOA 13-0129 27.odf I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE EvalikeD CWS-871B(HS-8200. 74x63. Glass complies to ASTM E1300-04. IMP), df FL16736 RI AE Ouanex (Mikron) NOA 12-1017 02.odf 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 RI 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 R1 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 B_ck Pdexk 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: ® ECAtst, Credit Card Safe https:/ANww.floridabuilding.orgtpr/pr_app_dtl.aspx?param=wGEVXQwtDquBobl°/g2flZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMAg/o3d%3d 2/2 URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 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 44th 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,j' 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-210-3 887-1,-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 `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-871B, 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 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 5th 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. No. 58201 4 srA"rF 4/18/2015 Lucas A.,Turner, P.E. FL PE#58201 r�wvr�aa� Lucas A. Turner 2015-04-18 22:21-04:00 GENERAL NOTES: HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. WWW.CWS.CC 751/4"MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 3.CONFIGURATIONS:"OX","XO". 8200 PVC 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 u, v INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04. o N vc� ¢ I i 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Y w 641/4° I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR 2 o j: MAX DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w ¢ m FLANGE BI B ANCHOR CALCULATIONS. v Z HEIGHT 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT m ~ 0 REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT o > UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT LU Z W 63" MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND a w D: UN .FLYING DEBRIS. ❑ a HEIGHT O X j 59 9/16° 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT a z U SASH USED AT FIXED MEETING RAIL AND HEAD/SILL. a❑ w HEIGHT Z) m 0 I 8.SERIES/MODEL DESIGNATION HS-8200. m ¢ O z 5813 " 1 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: DLO I 5 X=OPERABLE SASH,O=FIXED SASH `,�� P�,IOREby"Ift C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ��:Op`.�.0 E N g�..;Q�.�� 5 LOCATION. J: F I I I p v: No 58209 I I I 5 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. �*: L __ C __ __ 13':°.STATE OF ;�/4 C� A A Lucas A. �,Ccs°�oR1�.Cj���• 5 33"GLASS DLO Turner �4&/0NA%E?�%%� 365/16"MAX SASH WIDTH 15:18- 4:0 i� 15:18-04:00 4/11/2015 LUCAS A.TURNER,P.E. FL PE#58201 I 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&GLAZINGDETAILS....2 MAX.�x6 SIZE DESIGN PRESSURE RATING IMPACTRATING DWG#: REV.: EXTRUSIONS&B.O.M...............................3 7 " +/- 60 PSF LARGE MISSILE IMPACT CWS-871 B ANCHOR SCHEDULE&NOTES................4SCALE: INSTALLATION DETAILS...........................5 SHEET 1:15 1 OF5 lbm ffl 7 8 7 30 2 WINDOW SYSTEMS INTERIOR 1900 SW 44TH AVE. OCALA,FLORIDA 34474 11 1 18 1 1 3 6 WWW.CWS.CC 8200 PVC HORZ.SLIDER IMPACT o� Lioo ❑ N Q �40 O ❑ 41 40 3 1 9 39 � �; w ¢ m SECTION B-B U) 0 Z 8 11 NOTE:FIXED LITE AT HEAD in O AND SILL IS SIMILAR. a Dc/) 31 O1 wZ W 19 a w a~O. D= wIZ 38 35 0 17 17 U ❑ 36 3 m Q Z 19 41 4 ,'%lttnlull" HEAD IMPACT HOOK(TYP.) �-.% I, IDRE4V q MIDSPAN OF SASH %%5:.......... (ITEMS 35&36) �.OP:•�Y SF•.P7 7/8"OVERALL �- ti�: No 58209 :�� 1/8"ANNEALED or TEMPERED 7/16"AIRSPACE INTERIOR STATE OF :w•• I 5/16"LAM] �O• �(I A% 0 R 1OP:���•, 1/8"ANNEALED �� S SWEEP LOCK(TYP.) �'141/ONAL�?���, 43 ONLY O HURRICANE FORCE WINDS. .09.Q DUPONT PVB INTERLAYER rttrtjttttt 4 I I LOCATED AT THIRD POINTS 1/8"ANNEALED 19 ] X I (ITEM 27) 4/11/2015 PURFECT GLAZE"H° 13 n� 3 n� 43 SIKAFLEX 552 LUCAS A.TURNER,P.E. LL((JJII l((I FL PE#58201 41 1239 JABARA AVE. 3a 8 5 NORTH PORT,FL 34288 I I PH.941-380-1574 25 18 1/2°GLASS BITE SHEET DESCRIPTION: I 0 0 3 SECTION VIEWS AND GLAZING DETAIL O O 4 DRAWN BY: DATE: SECTION A-A HEAD IMPACT HOOK AND JAMB SWEEP LOCK LOCATIONS ADE 10/10/13 1:20 DWG#: REV.: SECTION C-C ALTERNATE FIN FRAME GLASS TYPE A CWS-871 B 1:1 SCALE: SHEET 1:2 2 OF 5 I PARTS LIST 31 S" CORNER CONSTRUCTION ITEM PART#_DESCRIPTION VENDOR MATERIAL 31/8•x{ �(YI jbff 1 H-1497 Reinf.Sash Meet.Rail Keymark AlumI 1 1/2 WINDOW SYSTEMS 2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum 8 5 I f �- 3 1900 SW 44TH AVE. 3 H-1836 Meet.Rail,Fxd. Keymark Alum OCALA,FLORIDA 34474 I $ 4 H-6052 Sash Top/Bat.Rail Mikron PVC 211/18" 1/16" 39/16" 0 1/16" 21/8• 1/16" WWW.CWS.CC 5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC 6 H-6050 Sash Meet.Rail,PVC Mikron PVC I� CORNER WELD (ALL SIDES) 8200 PVC 7 H-6051 Sash Side Rail,PVC Mikron PVC p I. 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 PDII Tab Summit PVC FRAME FIN-6048 15 10 P-3033 Screen Spring,SS Hurley 1 15/16" 1 3/16' 6 a r—2 3/16" —�{ 9/16" 11 P3113 Screw Support,PVC Team Plastic Rubber 6 I ` N F 12 P-3218 Screen Frame Allmetal RaIlFomt rF 7 4 40 0 0 0� 13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 1 5/e" 1 5I/8^ Q 1 5I/6^ q 1 511 s• Y w 14 P-4754 Screen Frame Comer Key Allmetal Nylon 1/t s° I q 1/16" I q 1/16" 1/16^ FIXED MEETING RAIL w ¢ m 15 P-3342 Seam Sealer,SM-5504 Schnee SChnee Silicone L LLL SCREWED TOGETHER WITH 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 v D rn 18 P-3539 #8 x 3/4"Square TEK 2 Zinc Fastenal Steel 5/8• 3/4" a fr W Z w 19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel 3/16" 2 a w a i 1 15/Tt 6", w o 20 33752or Cap Plug,1/2"Hole M&M Nylon 0 11^ 1/1s• L 1/16° Q Z U J— rn 21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 p 22 P-4779 Roller,Tandem M&M Nylon 8• I 15116° 23 P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 35 7116" 1 1/4" 10 ¢ Z 24 P-4069 Keeper,Impact,PVC Interlock 1/16" ins°� 3/4" 1^ 34 �%%Oii iORE41f71" 7/8" � tNurrrrt 25 P-4479 Weep Cover w/Flap M&M Nylon }— 3 �5 P„ 26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 ���1/1s' 1/16° `,�JGp-:.��G S.B.RJS.S.R.-1498 ROLLER TRACK-1776 No 58201 27 P-4958 Rotary Lock Sullivan Zinc 28 P-4952 Keeper,Rotary Lock Sullivan Zinc rO 3/16" 29 P-4959 Wstp.,0.420 x.187 back FinSeal,Gr Ultrafab O 1/4 '9�: STATE OF ;btu` 30 P-4633 Barrel Fastener Fastenal Steel 8- 6° 9/16° (�`•' O R 1 31 S-11 112 ad Keymark Alum ---j 32 S-1498 ReinffoS.B.R./S SeR, Keymark Alum 5/8T 5/8^~36 PVCGLAZEBEAD-8064 L 1/16' ����SS�pNA�r�`'�,, 34 S-1776 Roller Track Keymark Alum L 1/1 s' GLAZE BEAD-1112 35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/p• 1 VB'�i 3/8' �51161 4/11/2015 36 S-2000 Panel Catch,Head,Impact Keymark Alum 37 S-6005 Anti Lift Mikron PVC 3/18^ 36 LUCAS A.TURNER,P.E. �F3" 112" 1/ts" FL PE#58201 38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC 11 PVC ANTI-LIFT-6005 1239 JABARA AVE. 39 S-6014 Scm.Adapt.,PVC Mikron PVC r PVC SCREEN CATCH-6073 SCREW SUPPORT-3113 NORTH PORT,FL 34288 40 S-6063 IFIxed Rail Cover Mikron PVC PH.941-380-1574 41 5-6064 Glazing Bead Mikron PVC. 5116" 11/8^ SHEET DESCRIPTION: 42 GLASS SEE SHEET 2 CARDINAL GLASS T I 39 BOM AND EXTRUSIONS 43 Purfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone i 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 30F5 WINDOW SYSTEMS 121/2"MAX O.C.(TYP.) �� 1900 W 44TH AVE. 6"MAX(TYP.) 3"�P') 4"MAX(TYP.) MAX O.C.(TYP.) OCALA,FLORIDA 34474 6"MAX(TYP.) �3"(IYP.) SE ) SEE NOTE 2 WWW.CWS.CC 4"MAX(1YP. r INSTALLATION 8200 PVC I I I ANCHOR(fYP.) I I INSTALLATION HORZ"SLIDER ANCHOR(TYP.) IMPACT MAX O.C. (TYP.) !n a 17" I T MAX O.C. I I I I I 1 I o a 0 (TYP') I O II X I I O I X I W Q m I Oz I m �-: O LD II I I I I ¢ (9ow a w ❑ ------ V a w F- ❑ ❑LLJ d -- -- -- -- -- -- -- - Lu Q U ❑ w w ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) m ¢ z J�P��Pr10RE... . ��G E IY SC G'p2 v: No 58201 NOTES: STATE OF .L+ 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 0'�S°(�R P 0,% �a�Sf�fVA 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. 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 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 REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 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: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. Dwc#: REV.: SUBSTRATES SHALL MEETTHE 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), FMANVDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 120 4 OF 5 MIN.EMBEDMENT ----- - - TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE V-(5[f•Av(yl4l� BY OTHERS WINDOW SYSTEMS MIN.EDGE DIST. 1/4'MAX SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 SUBSTRATE BY OTHERS 1/4"MAX SHIM WwW. FLORIDA 34474 W W W.CWS.CC SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT 4O SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 8200 PVC BY INS INSTALLER DE D OUT SEE ABLEI1 ANCHOR HORZ.SLIDER SEALANT BEHIND d SEE TABLE EMBEDMENT IMPACT FLANGE BY INSTALLER 1/4"MAX SHIM PERIMETER SEALANT o N H PERIMETER SEALANT BYINSTALLER o 0 0 BYNSTALLER INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR W INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 W ¢ m SEE TABLE 1 FLANGE BY INSTALLER SEALANT BEHIND FIN BY INSTALLER 0 Z (JB1 HORIZONTAL SECTION C1 HORIZONTAL SECTION m H O 5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE p HEAD AND SILL SIMILAR FOR FIN INSTALLATION $ m Z W W w O IY a W w CC U 1/4"MAX SHIMo ¢ U LLI SEALANT BEHIND v FLANGE BY INSTALLER C� m a z PERIMETER BY NSTALL REAM EMBEDMENT SEE E INSIDE AND OUT ��� . ..........TG .•�GEASF•.�y�� No 58201 -p SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. SEE TABLE I -G :¢ STATE OF' :'40 AVERTICAL SECTION �// TYPICAL SILL ANCHORAGE ;iC;. ` G (0 R 1 p P•:Nom,.` SiONA� %% TABLE TABLE 1:APPROVED INSTALLATION FASTENERS 4/11/2015 FRAMEMqCRURTYPE-mm.Em_PlllmGE DIST. LUCAS A.TURNER,P.E. FLPEFLANGE CONCRETE(2.0 KSI MIN.) 3/16"RW TAPCON 1-1/2" 1-118" # PERIMETER SEALANT 123939 JABARA RA AVE.A FLANG " 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 pl FLANGE GROUT-FILLED CMU(ASTM G90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HORIZONTAL SECTION 5 BOX FRAME INSTALLATION SHEET DESCRIPTION: FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAP CON 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 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE 7/16" ADE 10/10/13 (33 KSI YIELD MIN)1 #10 SELF-DRILLING SCREW THRU 0REA MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: /8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5SELF-TAPPING/ FULLTHREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-871 B FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE' SHEET 1:2 5OF5 m z 51 7/8 X 49 3/8 m 357/8X613/4OF-0.30 C c cn--iz r OF-0.30 SHGC-0.21 J �j (0 511/8X605/8a M>0 SHGC-0.21 +70/-70 005 ( ) OF-0.30 (+70/-70) FL#16177.1 ^ � A -zn czi FL#16177.1 f, Q SHGC-0.21 5 i� cJ is (+70/-70) ^� m 0 z FL#16177.1 0 '^' m 1't1L7 0 2 S� rJ1/8 51 X 60 3/8 OF-0.30 N wn SHGC-0.21 x M, (+70/-70) FL#16177.1 � M H0 m 0 }/I`t" y w (�. m F HS e m 1 in 73 118 X 61 7/8 UP-0.31 Z G SHGC-0.21 (+60/-60) c o FL#16736.1 -2. 0 �2 g 8111/2016 Florida Building Code Online AU !'�Irj;R-L)'K T M-M BCIS Home i Log In User Registration Hot Topics i Submit Surcharge i Stats&Facts Publications i FBC Staff i BCIS Site Map Links i Search !iAlProduct Approval USER: Public User d- *r Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL16177-R1 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 Subcategory Windows Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer '?J 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 di Validation Checklist- Hardcopy Received Certificate of Independence FL16177 R1 COI EvalReD CWS-8128 (SH-8100, IMP, NoSillAnch).12d 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 https:llwww.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqvyf4ngAXhlOy8QtjDbmBIPjuPdYuGeM3yYu]882�/�2bJrew�/o3d�/p3d 1/2 8(11/2016 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/14/2015 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 16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16177 R1 II CWS-812B (SH-8100, IMP, NOSillAnch).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: SH-8100 PVC Impact, no sill anchors required. Safety FL16177 RI AE DuPont PVB NOA 13-0129 27.Ddf glazing required on outer lite above 30 ft. in HVHZ. Glass FL16177 R1 AE EvalReo CWS-812B(SH-8100.IMP, complies to ASTM E1300-04. NoSillAnch).Ddf FL16177 R1 AE Ouanex (Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes Baelc fdeut - 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 mall 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: D ® If. C AELF. '�©�. .Credit.-Card https:/ANww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QgDbmBIPjuPdYuGeM3yYul882`/*2bJrew*/o3d`/o3d 2/2 ' URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation.Report 812B April 18, 2015 Product Description: Series 8100 PVC Single Hung,Large Missile Impact, 517/8"x 613/4"unit size, +/-70 PSF,no anchors in sill 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 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-812B, signed and sealed by Lucas A. Turner,P.E. 3) Test Report NCTL-210-3 815-1A, -2, and-2A,by National Certified Testing Laboratories, Orlando,FL, signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203- 94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08 4) Supplemental Calculations to support CWS-812B, signed and sealed by Lucas A. Turner,P.E. Installation: Units must be installed according to approval document CWS-812B. Limitations of Use: This product: • May be used in O/X configuration in sizes and with max.glass DLO heights as shown in CWS- 812B • 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. 13-0129.271 • Requires Quanex(Mila•on)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and fmd 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. ¢611®i®ll#1 tom. -a KID 5-82111 •:;C�p 4/18/2015 m; :CCs Lucas A. Turner, P.E. :•. srATE 0 :• ,•: FL PE#58201 p R�C) N �o,{� f�••••• �,���+. Lucas A. Turner "'Frd�NA� ,•�` 2015-04-18 _ SINGLE HUNG - LARGE MISSILE I M PACT GENERAL NOTES:THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED ® • TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE. IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474 IN ASTM E 1996 PER THE FBC. www.cws.cc 2.GLAZING OPTIONS:(SEE SHEET 2) 531/8•MAX OVERALL FLANGE WIDTH 3.CONFIGURATIONS:"O/X". 8100 PVC 51 7/8"MAX.UNIT WIDTH SINGLE HUNG 4711/16°GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER a INFILTRATION TEST PRESSURE AND GLASS TABLES 2z '- -- -- -- ASTM E-1300-04. o T° Iw- v o ¢ 63" _ __ I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED m OVERALL I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR 'm ¢ } DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w m m FLANGE ANCHOR CALCULATIONS. m HEIGHT a Z B O I B 26.3/16" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE m c 0 GLASS NOT REQUIRED, a N m DLO $ o Z LU> 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT CC w ¢ O M�4• I I USED AT FIXED MEETING RAIL AND JAMB. IL a UNIT LL HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. ¢ 0 U CIO 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: o I I X=OPERABLE SASH,0=FIXED SASH m ¢ O 30 3/16" I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR z MAX 26 7/8" LOCATION. �it1«li'l f rl" HEIGHT X I GLASS �� `Pp1OREH Tq�� B 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. `.��G i 6 No 58201 .,P �LJT 6 I Lucas A. '�' `x E "'9t STATE OF z:� <U Turner 1.0 2015-04-11 <o :o % A ."&/O ` %% 15:15-04:00 45,,,6 + z�GLASS DLO 48 3/8" 4/11/2015 MAX SASH WIDTH 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 DESIGN PRESSURE BAT 06/18/12 GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPgTINGSECTIONVIEWS.................................3RATINGDWGq: REV.: EXTRUSIONS&B.O.M........................4 CWS-812 B ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/- 70 PSF LARGE IMPACT SCALE: INSTALLATION DETAILS....................6 SHEET 1:15 1 OF6 WINDOW S1fSYEP7S 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT t2 N o m F o � O Y 7/8'OVERALL INSULATED GLASS 7/8°OVERALL INSULATED GLASS g Q } w m m 1/8"ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED CD 7/16"AIRSPACE 7/16'AIRSPACE o 0 1 N (n 5/16"LAMINATED GLASS 5/16"LAMINATED GLASS m N 0 z w 1/8"ANNEALED1/8'ANNEALED a ? O It .090"PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT a z L) 1/8"ANNEALED 1/8"ANNEALED o to DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL Q 4 PURFECT GLAZE"H"OR SIKAFLEX 552 4 PURFECT GLAZE"H"OR SIKAFLEX 552 m Q Z 14 1/ SBITE 14 1/2"GLASS BITE ,`, ORE�y������' 48 48 :• No 58201 n- STATE OF .'411� 0 i Off. S+leNA11 E0%ca`, r� FIXED LITE SASH LITE 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: BAT 06/18/12 DWG#: REV.: CWS-812 B SCALE: SHEET 1:1 20F6 INTERIOR WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 W W W.CWS.CC 45 3 53 1 38 13 3 3 4 45 8100 PVC p ° 0 ® SINGLE HUNG �o IMPACT 45 a co N 1 ao W o +- Q 14F- 3 14 4 14 65 66 63 19 4 w m m SECTION B-B CD 54 NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, o RIGHT SIDE SHOWS SASH SECTION VIEW. ;t N Lp m W N � Z W W jCC 14 _ 39 ui LL U 40 o U W 7 8 cc U o- INTERIOR m ¢ z s 6 8 No 58201 n-P 14 5390: STATE OF :'Qj� 10 %�iCC •�OR10. `�� s 3 z L- 3 3 4/11/2015 18 _ 6 _ LUCAS A.TURNER,P.E. 2 4 FL PE#58201 3 1239 JABARA AVE. 30 NORTH PORT,FL 34288 po u PH.941-380-1574 p ° SHEET DESCRIPTION: SECTION A-A SECTION VIEWS DRAWN BY: DATE: BAT 06/18/12 DWG#: REV.: NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 B 20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET 1:2 30F6 PARTS LIST FRAME CORNER /� REM PARI 1 DESCRIPTION VENDOR MATERIAL J CONSTRUCTION (I 7///(C�gu ffla'�/�/� 1 H-6031 Main Fr.,SH,w/Flg.,PVC,Head Mikron Vinyl 31/a^ IVV-(CY(9(SS'NN11tYlIU I�\nv("/�I 2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl 1 15/16^ WINDOW SYSTEMS 3 H-6031 Main Fr.,SH,w/Fig.,PVC,L.Jb. Mikron Vinyl 1 I--2 3/16^ 1900 SW 44TH AVE. 2 4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl OCALA,FLORIDA 34474 3 e WWW.CWS.CC 6 S-1577 Impact Hook Keymark Alum 4 10 8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16" 1 5/8" q 1 5/8" 9 1 H-1497 jReInL Sash Meet.Rail Keymark Alum 1/16" I tL 8 00 PVC 10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl 0 L 1/16" CORNER WELD (ALL SIDES) SINGLE HUNG 12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl 1:8 13 S-1498 Reinf.S.B.R./S.S.R PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 IMPACT 14 S-6064 Giz.Bd.,7/8" Mikron Vinyl 18 S-6013 Scm,Adapt.,w/Nib,PVC,Hodz. Mikron Vinyl m w 19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 1/2^ o w H 20- S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 13/16° 3 v o a 23 1 H-1699 lReinforcement,SBR Keymark Alum 7/8• 24 1 P-2190 lBalance BSI 9/76" 1 1 < } 25 P-3059 Sash Cam,PVC BSI Plastic III L� FIXED MEETING RAIL rn 26 P-3046 Take Out Clip BSI SS u -0- O 15/8" 21/8" 1/16LFIS�P • w m m 1/16° SCREWED TOGETHER WITH v z 27 P-3783 Lock,Impact,PVC Interlock 1/16" OUTERFRAME m o 0 28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 a N U) REINF.,IMPACT HOOK-1112 �4 m 30 P-3215 Wee Cover w/Flap Gaer Plastic N oZ > 32 P-3429 Wstp.,0.270 x.187 back RnSeai,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 a ? O cc 37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel o o 38 1 P-3768 1#8 x 0.625 Ph PH SMS Hub City Steel -15/16 9/16° cc 39 P-4051 W#8 x 1.250 Ph FH TEK,Wht. Hub Cit Steel 1 1/a° Y 1/2" 1 1/8"1 � � o w CO 40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel D I 5/1s" j o 44 P-3342 Seam Sealer,SM-5504 Schnee 7/6° 18 19 45 P-3752 Cap Plug,1/2"Hole M&M Nylon 1/16" 045" 1/16° m ¢ z 47 P-3438 Sikaflex 552 or Purfect Glaze"H" Sika/Henkel 1/16" 48 P-3352 Set.Blk.,85 Dur.,1/8"x 518"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 p,P1QRE41+���i�i 51 P-3881 Temporary Lbl.(NFRC/DP) � 52 P-3613 CWS Lbl.(logo) Pro Label s/s, ``JG;' F '•4 10 53 Sash SEE SHEET 2 GLASS 3/4 5/8' ffI I 1/4" I- ��: No 53201 y 3/16° 14 54 Fixed SEE SHEET2 GLASS 56 P-3281 Spacer Durasea! x315J t/16" 1^ DZ1 7/8"62 P-3218 Screen Frame,Horiz. Allmetal Alum L-1/ig^ � /16 }_ :9 STATE OF 41, .0% '('(j 1 O 63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.RJS.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 '�tal Plastic i�F'�4, R64 P-3321 Screen 65 P-3581 Screen Cloth,he 8ox 16 Fiberglass eit eerwe F berglass '''�SS�0NA) 66 P-3228 Screen Spline,.155 Dia.,Elk. Dapa Vinyl �r1 67 P-3029 Screen Pull Tab Summit Alum 1 68 P-3033 Screen Spring,SS FI.Screen SS 4/11/2015 70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E. 71 H-1836 Alum.Fixed Rail Keymark Alum 0 3/16^ FL PE#58201 72 S-6063 Cover,Fixed Rail Mikron Vinyl 10 O 1239 JABARA AVE. 73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288 74-175-3 #8 x 1!2",Pan Head,TEK Fastenal Steel PH.941-380-1574 1 5/16" 1!2" SHEET DESCRIPTION: LINE ITEMS NOT USED: 5° 3/16° 5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 6 3" BOM AND EXTRUSIONS 7/8" 1/16" O O DRAWN BY: DATE: SCREW SUPPORT-3113 IMPACT HOOK BAT 06/18/12 S-1577 DWG#: REV.: CWS-812 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET 1:2 40F6 6°MAX(TYP.) 17"MAX O.C.(TYP.) WINDOW SYSTEMS 6"MAX(TYP.) 1900 SW 44TH AVE. OCALA,FLORIDA 34474 -- -- -- WWW.CWS.CC SEE NOTE 2 10 1I2° 1 8100 PVC MAX O.C. SINGLE HUNG (TYp') -�-- O INSTALLATION IMPACT ANCHOR(TYP.) I I � N I I o co H Q o � ❑ Y W m m 4"(TYP.) cn I I 0 Y N LD m 101/ - ¢ 0 ZO LU MAX O.C. wa ❑ r (IYP.) g D. I I Lu z U I I ¢ O cn iL W CWC ❑ m Q Z 4°(TYP.) NO ANCHORS REQUIRED IN SILL ANCHOR LAYOUT-(FLANGE) No 58201 1t NOTES: :9 STATE OF .�+ 10. 4(/ 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. IXI8`SF�o R 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 �s�nj�A,t� �,,, 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. 4/11/2015 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. 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 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. BAT 06/18/12 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: CWS-812 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: FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHEET 1:15 5OF6 TYPICAL HEAD ANCHORAGE auggm.f MIN.EMBEDMENT WINDOW SYSTEMS MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE SEE TABLE 1BY 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 PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. BY INSTALLER SEE TABLE 1 $100 PVC INSIDE AND OUT SINGLE HUNG INSTALLATION ANCHOR SEALANT BEHIND SEE TABLE 1 IMPACT FLANGE BY INSTALLER 1/4"MAX SHIM N O � O � � flpSTALLER METER SEALANT N'INSTALLATION ANCHOR E AND OUT w mSEE TABLE I ANT BEHIND U) FLANGE BYINSTALLER LL c O HORIZONTAL SECTION c rn > CONTINUOUS DOUBLE 3/16"BEADS OFTYPICAL JAMB ANCHORAGE w Z w TREMGLAZE U7600 SEALANT AROUND ¢ Q O Q PERIMETER AT ALL INDICATED POINTS BETWEEN FRAME AND BUCK BY INSTALLER. p 9 G- UJ LL 1/4"MAX SHIM Qo m SEALANT BEHIND o FLANGE BY INSTALLER m Q O Z PERIMETER SEALANT MIN. BY NSTALL R SEETABLEDMENT SUBSTRATE BY OTHERS -i;' No 58201 ��-P SEE TABLE 1 MIN.EDGE DIST. SEE TABLE I ^-n= %a� A VERTICAL SECTION Z�� STATE OF 6 TYPICAL SILL ANCHORAGE '� `S'O(0 R I p P \,_`�� 0N A; 4/11/2015 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. SU ANCHOR TYPE ST. PERIMFL PE#58201 R CONCRETE(2.0 KSI MIN.) 3/16" W TAPCON 1-1/2" 1-1/8" BY NSTTALL REALANT 1239 JABARA AVE. U 117 PCF MIN. 3116"ITW TAPCON INSIDE AND OUT HORNORTH PORT,FL 34288 CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" 6 Box FRAME SHEET ZONTAL SECTION PH.94DESCRIPTION: 1574 FRAME INSTALLATION GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION 3/16"ITW TAPCON INSTALLATION DETAILS 2X MIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8" OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: BAT 06/18/12 (3 GAUGE LD MI")MIN.STEEL STUD TEKS HILT-KW IK-FLEX OR W FULL THREAD 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG M REV.: (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. 1/8"ALUM.(33 KSI5 MIN.)OR #10 GRADE 5SELF-TAPPING/ FULL THREAD PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 B 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7116 SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 6OF6 8/11/2016 Florida Building Code Online On I A'N 61-Jbo -41 BCIS Home Log in User Registration Hot Topics Submit Surcharge Stats&Fads Publications FBC Staff BCIS Site Map Links Search Florida Product Approval USER: Public User Product Aonroval Menu>Product or AoDlication Search>Anplication List>Application,Deta 11 ;41 -4rNe5L= FL# FL16736-RI 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 Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ko 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 RI COI Evaliken CWS-871B (HS-8200, 74x63, IMP).ndf 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 https:/Iwww.floridabuilding.org/pr/pr_appjtl.aspx?param=wGEVXQwtDqu8obl%2flZm6TqPohLz6ontOaKpvglON3eNaBBBv3yAqMA`/`3d%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 04/15/2015 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 Rl II CWS-8718 (HS-8200. 74x63, 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, 74"x 63", DP+/- 60 psf. Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27.0f I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 R1 AE EvaIReD 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 Rl II CWS-8698 (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 RI 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 R1 AE EvaIReD CWS-869B (HS-8200, 111x63, IMP). df FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.pdf Created by Independent Third Party: Yes Hack We::C Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2b07-2013 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: ® ECheck M Credit Card Safe https://www.floridabuilding.org/pr/pr_app_ U.aspx?param=wGEVXQwtDqugobl%2flZm6TgPohLz6ontOaKpvg[ON3eNaBBBv3yAgMAp/o3d°/p3d 212 ' URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 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 5b 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-871B, 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 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 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. �.0ESE Sir NO 58211 ® • • - XI �r- '+ 4/18/2015 '°1�O'{ o q 'N Lucas A. Turner,P.E. FL PE#58201 l 1 'eft L3 l�MfF[771� Lucas A. Turner 2015-04-18 22:21-04:00 GENERAL NOTES: ggmv HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMSTO 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 751/4"MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC 74"MAX UNIT WIDTH 3.CONFIGURATIONS:"OX","XO". 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 u� a INFILTRATION TEST PRESSURE AND GLASS TABLES T ASTM E-1300-04. a 0 o O I I I 5.ANCHORAGE:THE 33 1/3%STRESS.INCREASE HAS NOT BEEN USED " I I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Y w DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w ¢ m 641/4 FLANGE BI B ANCHOR CALCULATIONS. O Cl) HEIGHT 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT m H O REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT o o UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT a Wz W 63" I I I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND W o O LU cc MAX FLYING DEBRIS. o o d HEIUNT LU GHT O X j 59 9/16" 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT a z U S S USED AT FIXED MEETING RAIL AND HEAD/SILL. i 3 = in HEIGHT � v O 8.SERIES/MODEL DESIGNATION HS-8200. m ¢ O z 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: GLASS6 I 5 X=OPERABLE SASH,O=FIXED SASH `�J��PNDRFby�T4�i DLO C 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ,����p`?.��C E NSF Gpti 5 LOCATION. F (^� I D s Z,.'• No 58201 I I \ I 5 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS. I V 0: STATE OF C fJ s A Lucas A. %FSS<o R 4G`=.�� Turner �'4,;0NA�� �.•�• 33"GLASS DLO 2015-04-11 36 5/16"MAX SASH WIDTH 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: ADE 10/10/13 SECTION NOTES&VIEWS&G GLAZING ONS...........1 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.: SECTION VIEWS&GLAZING DETAILS....2 EXTRUSIONS&B.O.M...............................3 74"x 63" +/- 60 PSF LARGE MISSILE IMPACT CWS-871 e ANCHOR SCHEDULE&NOTES................4 SCALE: SHEET INSTALLATION DETAILS...........................5 1:15 1 OF5 a0lbm-HR 8 7 30 2 WINDOW SYSTEMS INTERIOR 1900 SW 44TH AVE. OCALA,FLORIDA 34474 11 1 18 1 1 3 6 WWW.CWS.CC 8200 PVC HORZ.SLIDER IMPACT a �onI t e� 116- o N Q O O � 41 40 3 12 9 39 p } W Q m SECTION B-B c/) U Z e 11 NOTE:FIXED LITE AT HEAD AND SILL IS SIMILAR. b o cl) O 31 ¢ U U w W W ir 19 ❑ ❑ a w ir U 38 35 ❑ = uJ 17 17 7 U ❑ 36 3 m < 0 19 41 4 FHEAD IMPACT HOOK(TYP.) �p���PySOREyy�T4�� MIDSPAN OF SASH �% 9.•' -• L �� 4 (ITEMS 35 8 36) %��GP:•�\G E N 7/8"OVERALL :J.• _ ti No 58201 :1a' 1/8"ANNEALED or TEMPERED *: INTERIOR I 7/16°AIRSPACE O'B :x= I :9•; STATE OF +' I 5116"LAMI 1/8"ANNEALED ��� S % SWEEP LOCK(TYP.) iis10 N A4����� ONLY ENGAGED PRIOR J79(1 DUPONT PVB INTERLAYER +rrr7rrr��� 43 TO HURRICANE FORCE WINDS. 1/8"ANNEALED �L LOCATED AT THIRD POINTS 19 4 X (ITEM 27) 43 PURFECT GLAZE"H" 4/11/2015 13 3 � SIKAFLEX 552 LUCAS A.TURNER,P.E. 1 FL PE#58201 41 1239 JABARA AVE. 34 _ NORTH PORT,FL 34288 e 5 PH.941-380-1574 1 I I 16 1/2°GLASS BITE SHEET DESCRIPTION: 5 I 0 0 3 SECTION VIEWS AND 0 —— —— 4 GLAZING DETAIL DRAWN SECTION A-A HEAD IMPACT HOOK AND D 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 20F5 PARTS LIST 31/8" CORNER CONSTRUCTION ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8"� (('� 1 H-1497 Reinf.Sash Meet.Rail Keymark Alum rrr--tIItIF--- 11/2° WINDOW SYSTEMS 2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum a 5 T 3 1900 SW 44TH AVE. 3 H-1836 Meet.Rail,Fxd. Keymark Alum I I OCALA,FLORIDA 34474 4 H-6052 Sash Top/Bot.Rail Mikron PVC 211/16" -2 1/16" 39/16° O 1/16" 21/8• 1/16^ WWWCWS.CC 5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC 1=1 NA IRM 6 H-6050 Sash Meet.Rail,PVC Mikron PVC CORNER WELD (ALL SIDES) 8200 PVC 7 H-6051 Sash Side Rail,PVC Mikron PVCL VLn 1'8 HORZ.SLIDER 8 H-6049 Main Fr.,SH,w/Flg.,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 S do ,SS Hurley 15 P 9 Y F115116• 1 3/16" 6 r-2 3/16" 9/16" 11 P-3113 Screw Support,PVC Team Plastic Rubber 6 � o N 12 P-3218 Screen Frame Allmetal RollForm 7 4 40 0 0 0 13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 1 5/8• 15/8" Q 1 5/8• 16/16" Y w 14 P-4754 Screen Frame Comer Key Allmetal Nylon 1116• I q 1/16^ L q 1/16• 1116^ FIXED MEETING RAIL w ¢ m 15 P-3342 Seam Sealer,SM-5504 Schnee Silicone 1� L SCREWED TOGETHER WITH 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 fj) 18 P-3539 #8 x 314"Square TEK 2 ZZnc Fastenal Steel g/g. 3/4" N CC w Z w 19 P-4730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel 0 3116^ 7 I 2 a w 20 P-3752 Cap Plug,1/2"Hole M&M Nylon 11• 1 15/16° ( 1/16" w W CC a 3 83 Or O 1/16• O V) 21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 W 7 U ❑ 22 P-4779 Roller,Tandem M&M Nylon 6" I 1 5/16^ 23 P-4051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 35 ---iI r 7/16" 1 1/4° 0* ¢ z 24 P-4069 Keeper,Impact,PVC Interlock 7/a 1/16, 3/76"�_I 3/4" I 34 25 P-4479 Weep Cover w/Flap M&M Nylon L � 1/16• .`�,s P�........ TL�of OF 26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1999 T 41 Q' : S•. HEAD IMPACT HOOK-1999 1/16° Fes'•,y ;, 27 P-4958 Rotary Lock Sullivan Znc S.B.R./S.S.R.-1499 ROLLER TRACK-1776 No 58201 :�-P 28 P-4952 Keeper,Rotary Lack Sullivan Zin 0 3116• *' # 29 P-4959 Wstp.,0.420 x.187 back FinSeal,Gr Ultrafab �° ° O 114•�411 7Ja• 2 :. STATE OF :���ID 30 P-4633 Barrel Fastener Fastenal Steel3] S-1112 Reinforcement,Head Keymark Alum s• 5/a f-- 911E ��,�5° 0.. .. �\%�� 32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum T— 36 1116" 4++�p p111E%%% 5/8• PVC GLAZEBEAD-6064 GLAZE BEAD-1112 34 S-1776 Roller Track Keymark Alum L 1/16• �� 35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2' 11/a•—I 3/g• 15/16°�{ 4/11/2015 36 S-2000 Panel Catch,Head,Impact Keymark Alum I I3 LUCAS A.TURNER,P.E. 37 S-6005 Anti Lift Mikron PVC 3/16^ 38 1Lr��J 1�3^�I F—t1/2• 1/16' —Lt/1s' FL PE#58201 38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC 11 PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005 1239 JABARA AVE. 39 S-6014 Scm.Adapt.,PVC Mikron PVC T SCREW SUPPORT-3113 NORTH PORT,FL 34288 40 S-6063 Fixed Rail Cover Mikron PVC PH.941-380-1574 41 S-6064 Glazing Bead Mikron PVC 5/16" SHEET DESCRIPTION: 42 GLASS SEE SHEET 2 CARDINAL GLASS 39 BOM AND EXTRUSIONS 43 Purfect 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.) 1900 SW 44TH AVE. 3"(TYP.) 4"MAX P-1,p) 8'MAX.O.C.(fYP.) OCALA,FLORIDA 34474 6"MAX(TYP.) SEE NOTE 2 6"MAX(TYP.) ~3"(NP) 4"MAX(TYP.) � SEENOTE 2 WWW.CWS.CC r INSTALLATION 8200 PVC ANCHOR(TYP.) , I HORZ.SLIDER INSTALLATION B. ANCHOR(TYP.) IMPACT I MAX O.C. (TYP•) a I: vw 1MAX O.C.•C• I I v I I I v 1 0 0 I O II I I O I X I � I wam LL fnO CC I I I I I I V I W W W ir W F W CC fn ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-.M U ❑ m ¢ O Z 1��1111G ftlt ti No 58201 NOTES: � FTATE OP :�;-Z 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 tt�t 1411NA11010% CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. x 7- 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. FILPE 01 BE PROTECTED TO PREVENT REACTION. # A 123399 JABARAVE.A 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,- 34288 SPECIFIED IN TABLE 1,SHEET 5. PH.941-380-11574 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 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATONS 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: 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. DWr.n: 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), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(E)CTERIOR DOORS) 1:20 4 OF 5 - MIN.EMBEDMENT TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATEBYOTHES V-(9(46v1414!/UU(f 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 W W FLORIDA 34474 CWS CC SEE TABLE 1 MIN.EDGE DIST. MIN.EMBEDMENT SEE TABLE 1 PERIMETER SEALANT SEE TABLE 1 8200 PVC BYINSSIDETALLER ANDOUT ESETABLEIONANCHOR HORZ.SLIDER SEALANTBEHIND SEE EMBEDMENT TABLE IMPACT FLANGE BY INSTALLER 1/4"MAX.SHIM PERIMETER SEALANT o c��I F PERIMETER SEALANT BY INSTALLER o 0 D BY INSTALLER L-T_`-INSIDE AND OUT INSIDE AND OUT INSTALLATION ANCHOR Y Wo} SEALANT BEHIND SEE TABLE 1 w ¢ m INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND SEE TABLE 1 FIN BY INSTALLER v Z �1 HORIZONTAL SECTION �C1 HORIZONTAL SECTION r O 5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE pLD HEAD AND SILL SIMILAR FOR FIN INSTALLATION R w Z W U w w a O ❑ w U 1/4"MAX SHIM a ¢ N SEALANT BEHIND o FLANGE BY INSTALLER O m ¢ O z PERIMETER SEALA Y NSTALDLER OU NT SEE TABLE EMBEDMENT ``,,�Gt,P1yORE41INS ��T����' ,�.Op, .4�GEA3F•.�Q�� 4: No 58201 :F11 SUBSTRATE BY OTHERS SEE TABLE 1 MIN.EDGE DIST. * :�= � SEE TABLE 1 A VERTICALSECTION 5 TYPICAL SILL ANCHORAGE TABLE 1:APPROVED INSTALLATION FASTENERS 4/11/2015 FRAME GE DIST. LUCAS A.TURNER,P.E. 01 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" 39 A#RA AVE.PERIMETER SEALANT 1239 JABARA A FLANG "rrW TAPMKI BY INSTALLER NORTH PORT,FL 34288 FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT HORIZONTAL SECTION PH.941-380-1574 �D1 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(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/6" 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 FULLTHREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: FLANGE 7/16" ADE 10/10/13 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 1/8"ALUM (6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN. FILLET, F CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG n: Rev.: . FLANGE 7/1B" INSIDEE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-871 B 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS FW 2X MIN.SOUTHERN PINE(G=0.55) #6 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET 1:2 5OF5