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HomeMy WebLinkAboutPRODUCT APPROVAL12I19/20?6 Florida Building Code Online a .. �. .:P. •6 n. •• YIX I 4 �lYu'acts NC rci Bms Nome Los In er mdAA O Hd7�P�,�z (Sbpmit Sumlage Stats & Fatls Publications feC Staff ' aC15 Site Map Links Sea KM1 db' Y.L%�t�`�_//'Il Product APPSO¢al `..-1 _ USER; Public usE�j Y : ....................... P�yary� ProdVQ lmo,oval Menu > Product or Airinannn S111n > poallrnnOr. list > ApPaeatbn oetali p FL # FL16736-RI ` SCANNED Application Type Revision I BY Code Version St. Lucie Application Status Approved eie County Conprents Archived Product Manufacturer Custrm Window Systems Inc. Address/Phone/Errail 1900 SW 44th Avenue' Ocala, FL 34474 (352) 368-6922 Ext 255 sbmoks@cws.cc Authorized Signature Stephen Brooks sbrool¢@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 EA 291 ekoss@cws.cc Quality Assurance Representative Say Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc Category Windows Subcategory Horizontal Slitler Corrlpliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer r Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. Turner Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Umin, PE Validation Checklist - Hardcopy Received Certificate of Independence FL16736 R1 COI EvalReo CWS-871B (HS-8200 74 63 IMP)df Referenced Standard and Year (of Standard) Standard veal AAMA/WDMA/CSA/301/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 Certified By Sections from the Code httpl/floridabuilding.org/pr/pr app OU,aspX?parar wGEVXQm4Dclu8obla/o2flZm6TgPohLz6onlOaKMION3eNaBBBv3)Aq MA"/e3d%3d 1/2 1 12/19/2016 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/15/2015 Date Validated 04/21/2015 Date Pending FBC Approval 04125/201S Date Approved 06/22/2015 summa 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 Approved for use outside HVHZ: Yes FL36736 91 II CWS-871B (115-8 00 74x63 IMP)df Verified By: Lucas A. Turner 58201 Impact Resistant: Yes Design Pressure: +60/-60 Created by Independent Third Party: Yes ' Evaluation Reports Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in I.G. must be safety glazed when used above 30 ft. in HVHZ. Glass compiles to ASTM E3300-04. FL16736 RI AE DuPont PVB NOA 13-0129 27 df FL16736 RI AE Ev IRe CWS-871B (HS-8200 74 63 IMP) df FL16736 RI AE Ouanex (M'k n) NOA 1 -3017 0 df 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 Approved for use in HVHZ es Approved for use outside H es Installation Instructions FL16736 RI 11 CWS-869B(HS-8200 I11x5IMPI df Verified By: Lucas A. Turner 58201 Impact Resistant: Ye Created by Independent Third Party: Yes Design Pressu +6 60 Other: Large Miss e, x 63 DP +/- 60 psf. Outer lice in I.G. Trust be safety glazed used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04. Evaluation Reports FL16736 R3 AF DuPont PVB NOA 13-0129 27 df FL36736 91 AE DuPont SGP NOA 11-0624 02 odf FL16736 RI AE EvalRees CWS 869E (HS 8 00 Ill 63 IMP1 df FL36736 91 AF Ouanex lM lkronl NOA 12-1017 02,ndf Created by Independent Third Party: Yes l = Conrad Us:: 2601 WaIr StoneRoad, Tallahassee M 32399 Phone: 85,48A1824 The State of Flodda is en WEB) employer. Copvriaht 2007-2013 Slate of F,Hde :: Pdvaav Statement :: A Iblll :: Refund Statement Under Florida law, email addresses am public records. If you do not .ant your e-mail address released In response W a public -records request, do not send electronic mail ei this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. •Pursuant to Sedion 4S5.275(l), Flodda Stab,tes, effective 0dober 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department veth an emall address If they have one. The smalls provided maybe used forofficial communlcoHan with the licensee. Hoveversmall addresses are pubflerecord. Uyou do notvdsh to supply a personal address, please,.vide the Department with an email address ehlch canto made available to the public. To determine if you are a licensee under Chapter 455, F.s., please dick hem . Product APProvalAccepts: Moois Credit Card Safe htlpl/floridabuilding.org/pr/pr app dtl.aspPparar wGEVXQvADqu80bl%2flZrr6TgPohLz6ont0aKpvglON3eNaBBBv3yAq MA-Md"Od 2t2 I HORIZONTAL SLIDER - LARGE MISSILE IMPACT X 27 15H6• MAX SASH W IDTH TABLE OF CONTENTS GENERAL NOTES 8 ELEVATIONS...........I GLAZING DETAILS...................................2 SECTION VIEWS 8 GLAZING DETAILS....3 EXTRUSIONS B B.O.M..................-..._......d ANCHOR SCHEDULE 8 NOTES................5 INSTALLATION DETAILS ...........................6 0 LEVEL 2. GLAZING OPTIONS: ISEE SHEET 21 3. CONFIGURATIONS:'OX','XO'. I I MAX OVERALL FWYGE WIDTH 4, DESIGN PRESSURE RATING: NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND GLASS TABLES ASTM E. 1300-04. ttf• . UNIT WIDTH POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES 4915'16 24 ST ASTM E-1300-04. GLASS OLD GLASSOLO S. ANCHORAGE: THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED A IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd•1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. - -- 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE IMPACT ROTARY LOCKSARE INTENDED TO BE LEFT N OF THIS PRODUCT, BUT UNLATCHED DURING NORMAL OPERATION B MUST BEENGAGED PRIOR TOEXPOSURE TOHUIiRICANEWINDS AND 11 i. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT �81516 O I f 551/4' USED AT FIXEDMEETINGRAILANDHEADSIU- )LO D OLDGLASS S.SERIES / MODEL DESIGNATION HS�8200. B 6 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X- OPERABLE SASH. 0-FIXED SASH O La 6 10. SECTION GALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR I 0 LOCATION, C 6 11. EXTERNAL W EEP SLOT. 1/4' X 1' LOCATED 4- FROM BOTH ENDS. 6 Lucas A. Tumer 2015-04-11 15:17-04:00 MAX. DESIGN PRE ING I IMPACT RATING 111" x 63 - 60 PSF LARGE MISSILE IMPACT 8200 PVC HORZ. SLIDER IMPACT No 58201 STATE OF zz 4/11n015 LUCAS A. TURNER, P.E. FL PE d 5B201 1239 JABARA AVE. NORTH PORT, FL 3428E PH. 941-380-1574 IEET 6E PIP N: GENERAL NOTES AND ELEVATIONS MN : DATE TEF 10!11/13 GWS-869 B SHEET 1:20 1 OF 6 IWINDOW STSfEMS j' IWO SW 447H AVE. OCAU, FLORIDA 34474 WWW.CWS.CC 8200 PVC HORZ. SLIDER Tie' OVERALL IMPACT 916' ANNEALEDORTENPEREO 7X OVERALL UV AIR SPACE iff ANNEALED OR TEMPEREDai m v 7116- LAMI U' AIRSPACE a ij R 1't6' ANNEALED gib' UMI m o O! .090 SEMRVGUSS IONOPUST INTERUYER tiB'ANNEALED wQm, 116' ANNEALED .ON DUPONT PVB INTERLAYER IN IO t:B' ANNEALED u N to y PURFECTGUZE91' SIRAFLEX 552 p ZO W x w CT GLAZEW n E%S52 w w I1 UTCLASS BITE o N' w 0 SS BITE #1W ¢ z: V1c Ne 50201*• ?#•�• 0 I r B '9: STATE OF I :O.n'•.F GLASS TYPE SASH GLASS P 2�` 'p�FS •:OR ;R••'(2 Q %i4S�ONA..Et J�� GLASS TYPE A Z� • FIXED GLASS 4/11/2015 LUCAS A. TURNER. P.E. FL PE A58201 1239 JABARA AVE. NORTH PORT. FL 342BB PH. 941-360-1574 H PI GLAZING DETAILS RA r BY: : TEF 10/11/13 CWS-869 B SHEET 1:1 20F6 INTERIOR 2 5 3 4 w \tilJtlnLbm I! 1 I /.( WINDOW SYSTEMS L>r%� 1900 SW OTH AVE. I 19 or d9 13 d a 4 I T 1 OCALAFLORI00.344]4 FLORIDA WW LA, WsCc 1 8200 PVC- HORZ SLIDER i IMPACT 11. 3 2 5 6 4 16 6 1 SECTION VIEW D-D 000� o. JAMBROTARYLOCKS a JAMS ROTARY LOCKS: m ¢ m Ip 40 - MAY BE SUBSTITUTED FORJAMB SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS. O 1 - REQUIRED ON FIN UNITS o o 0 Z 0 w Eq 3 p y Eq D 3137 p a o m 4a QUO m ¢ Z 6 11 '0 tttpwmgT T I j 14 HEAD IMPACT HOOK (TYP.) h9DSPAN OF SASHES ,�P`PNOREW Op'-: �GEN gF;Rti i (ITEIAS as S db) No 58201 —__ __ CYO * •.A� INTERIOR I'9'. STATE OF S'SS10 A,Eat�. 1 JAM® IMPACT HOOKS (TEM42) OR ROTARY LOCKS (ITEM 23) z LOCATED AT THIRD POINTS. 4/1112015 to _ TURNER,P.E. LUCASA458201 FL PEA 58201 - 16 I NOTES: - EITHER IMPACT HOOKS OR ROTARY LOCKS 6 16 T`1� MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. - ONLY ROTARY LOCKS MUST BE USED IN BOTH ! 1239 9 0 0 JAMBS OF FIN UNITS. PAVE. NORTH PORT, 34268 PORT, PH. 941-380-1-1574 ] a I of noH 10 a SECTION VIEWS MWNflY: OA E: TEF 10/11/13 SECTION VIEW A -A HEAD IMPACT HOOK AND JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS e: GWS-869 .. B 1.20 LE: SHEET SECTION VIEW C-C ALTERNATE FIN FRAME 1:2 3 OF 6 PARTS LIST 3IM'CORNER CONSTRUCTION ((/�(//qp{TJr/�Jr(��f}/�/i�D 31/6 I V�OWSTlV g 3 ne• WINDOW SYSTEMS 4 2 OCA A, LOTH AVE. 1 OCAIACWS.CDA 34474 M+6• WWW.CWS.CC 211116' V16• 3 9n6 1 ]� v+6 L p WIAU. -ERWELD ALLSIOESI 6200 PVC ~+ 1m 1'e HORZ. SLIDER PVC FRA15 FLANGE-6049 PVC FE FINfi0L6 HDMTGRAIL-t681 IMPACT RAM g 1ILifi---r +v+6- j a a a o e O + j 1O r-29'1fi• =111V 1 Sre. t see• �� 1 + 5r. a' s 1 s'fo y LIL'p� ` 2 w ¢ m 1/16 106' tA6' 1 m Z PVC SASH MTG. MILi050 PVC SASH SIDE MIL-6061 PVC GASH TOPAlTM MI4fi0.52 PVC NO MTG RAIL COVER r O FIXED MEETING MIL v Li&Iu SCREWEDTCGETHER WITH ! oo y N OUrERFflAME Z W ! o o n OOr SV-n 3,L,i—�y_��� N I 6• - 1 916• r �l , 1� v o <6 1 IL�I IjIl�rl[ so Z La• Iq6• Ii11G Vll 91e• ' I(I6' SASH MTG. MIL -lag] J— L SASH REINF.-1699 LxTYutrgq°]r° PLANVIEW-1999 HFAD IMPACT HOCK -1999 -y ;.y hNORE6V rox 0W16' 3116•� L30 I 7(IV 1+r4• ,�VP�•�TGENSF;<Q,y' ' 16 No 58201 0 • o 6' l —1 v6• F" SB.R:SS.R. -1498 111 it = xT • ¢� T— 44 ROLLER TRACK -177fi 'y9pi STATE OF :& PLAN VIEW MOO PANEL IMPACT CATCH -2W0 14 i+ i 7(6•'j r�SS��NA ENpr2`,` TB• T— y 0 3'16' �— 9/16' ° L 1 0 PVCGLAZEREAD 6064 L tns• 4/11/2015 GLAZE BEAD-n12 LUCASATURNER, P.E. I v2• f1s•i FL PE 458201 ^I I 8re'��'111---15/16•-1 _1239 ORTH JABARAAVE. PORT, FL34286 ]M- ° v16' L\,_�L � PH. 941-380-1514 �_ +(16• PVC SCREEN CATCH-6013 I/1fi .Hear OPT PVC AMIUFT-6005 PLAN VIM -15i1 ALUM SASH IMPACT HOOK -15]1 ROM AND EXTRUSIONS 5,16. 11/67"1 31twi --T--1 1--I—+•7' 9 ow.wn ev: onr I —I I 4a r v+fi• TEF 10/11/13 SCREW SUPPORT -3113 PVC SCREEN SUPPORT - 6014 r: .. CWS-869 B LINE ITEMS NOT USED: 6PALE: SHEET 4, 3839 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 40F6 ITEM PART# DESCRIPTION VENDOR MATERIAL 1 H-6049 Main Frame, SWHS, Flange, PVC M[kmn PVC 2 H-1681 Fixed Rail, HeavyDuty. Aluminum Y Keymark Alum 3 S-60i7 CaIeA HD Fixed Rail, PVC Mikron PVC 5 P4638 #8 x 2112' Ph Mod Truss Type A TE A]ax Steel 6 P3342 Seam Sealer, SM-S504 Schnee Silicone 7 S-1776 Roller Track Keymark Alum 8 S-6013 Screen Adapter,Jamb,PVC Mikron PVC 9 S-6014 ScreenAdapler,Head BSill. PVC Mikron PVC 10 P-0479 Weep Calerw/Flap M8M Nylon I S4064 Glazing Bead Mikmn PVC 12 H6050 Sash Meeting Mikron PVC 13 H-6051 Sash Pull Rat, PVC Mikmn PVC 14 H-1497 Rail, PVC Sash Toash Mikron PVC 15 H-1497 M Relnl. Sash Meet. Rail Keymark Alum 16 H-1499 Reinforcement, Sash, Side Rail Keymark Alum 17 H-1699 Reinforcement, Sash Pull Rail Keymark Alum 18 P4PI9 Wst., 0.270 A.187 beck Finseal,G P Ultrefate 19 P3783 Lock, Impact, PVC Interlock 20 P4051 #8 x 1 1/4' Ph Flal Tek, wht. Faslenal Steel 21 P4069 Keeper, Impact, PVC Interlock 22 P-3539 #8 x 3/4' Square PH Tek, Whl. Faslenal Steel 23 PA958 Rotary Lack Interlock 24 P4633 8-32x 1/2' Barrel Fastener Interlock 25 P4952 Keeper, Rotary Lock Interlock 26 P4779 Roller, Tandem M&M NYIOn 27 P3541 #8 Is1/2' Quad PH TEK 2 Zinc Fastonal Steel 28 GLASS SEE SHEET CARDINAL GLASS 29 Purfect Glaze'H' or Sikafiex 552 Henk.VSika Silicon 30 P3028 Se BIk., M Drr., 1/B' x 7/8' x 2' Lg Frank Lore Rubber 31 1 P-3218 IScreen I=. Allmelal ROIIForm 33 P<755 Screen Comer Key wBalety Tab Allmelal Nylon 34 P3029 Screen Pull lab Summit 35 P3033 Screen Spring Fla. Spring SS 36 P-tlM Screen Spline Oapa 37 Pd772 Screen Oath, Fiberglass 40 P3113 Screw Support, PVC Team Plastics Rubber 41 P.3752 Ca Plug, 1/2'Hole M&M Nylon 42 1 5-1577 Impact Hoak, Frame, Jamb KeymaM Alum 411 S-1112 Reinforcement, Head, Jamb Keymark Alum 44 5.2000 Impact Channel, Sash KeymaM Alum 45 P3748 #6 X 5/8 Ph FH TEK, ZOO, Painted Ajax Steel 46 5.1999 iftnpact Hack, Frame, Head Keymark Alum 47 H-6048 Mein Frame, SWHS, Fln, PVC Mikron PVC 48 S$055 Rdler Track, PVC, (Anti4ik) Mikron PVC d9 P-5250 Lock, Impact. PVC, w/Flippar Interlock 50 P4730 #8x 112'Ph Mod Truss TEK Faslenal Steel 6- MAX (TYP1 6' MAX R YP.1 IT' MAX. O.C. (IYP.) 3' (ttP.) 3- RYP.) 5 TTYP.1 I X 0 X I I i ANCHOR LAYOUT- (FLANGE) 119005W 44TH AYE. 4'MAXRVP.) B'MAX O.C.LttP.I OCALA, FLORIDA 344T4 Be NOTE2 I WWW. CWS.CC a• MAXNY I —INSTALLATION ANCHOR (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. B' MAXI RYP.) ANCHOR LAYOUT -lFINI 2. SHIM AS REO 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 I, SHEET 6. 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACTWITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1. SHEET S. 6. ANCHOR EMBEDMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED. INTO SUBSTRATE. INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF I BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. T. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY, 1' FOR WOOD AND METAL B. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET. SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS). FMA/AAMA 200(FLANGE WINDOWS), FMAAVDMA 250(BOX WINDOWS). FMAIAAMAAVOMA 300(EXTERIOR DOORS) 8200 PVC HORZ. SLIDER IMPACT yi N. 58201 .'A :o O- STATE OF JTL yT::c4ORIOh6�=� ONA;a`� Z� 4/11/2015 LUCAS A. TURNER, P.E. FL PEA 58201 1239 JABARA AVE. NORTH PORT, FL34288 PH. 941-380-1574 EEI OE 1 ANCHOR SCHEDULE AP NOTES IMWN BY. OATE. TEF 10/11/13 G1: CWS-86 BB A SHEET 1:25 SOFG TYPICAL HEAD ANCHORAGE �---r MIN. EDGE DIST. SEE TABLE SEALANT BEHIND J 1=per LI14•MAX SHIM, FVWANT BEHIND SEE TABLE I HORIZONTAL SECTION 6 TYPICAL JAMB ANCHORAGE IM- MAX. SHIM SEALANTBEHIND FLANGE BY INSTALLER SUBSTRATEBYOTHERS� Y / / / / / / SEE TABLE I MW. EDGE DIST. SEETABLEI A VERTIOALSECTION fi TYPICAL SILL ANCHORAGE TABLE 1: APPROVED INSTALLATION FASTENERS FRAMETYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE(2.0 KSI MIN.) 3/16'ITW TAPCON 1.10 1.118' FLANGE HOLLOW OR GROUT -FILLED GMU(117 PCF MIN.) 3116'1TW TAPCON 1' 2' FLANGE CONCRETE (2.85 K51 MIN.) X16' ELOO ULTRACON 1' 1' FLANGE GROUT FILLED CMU (ASTM CAO) 8116' ELCO ULTRACON 1-Ur 2-IYL' FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 311V RWTAPCON OR ELCO ULTRACON W18' 7/8' FLANGE 2XMIN. SOUTHERN PINE (0=0.55) 910 WOOD SCREW H0/8' 7/8' FLANGE 16 GAUGE(0.060-1 MIN. STEEL STUD (33 KSI YIELD MINI 75:16HILTIKWIK-FLEXORIM TEKS SELF -DRILLING SCREW FULLTHREAD THRU 0.060' 7/I6' FLANGE 1 /8' ALUM. (606&T5 MIN) OR 1/8' STEEL(33 KSI MIN.) 610GRADE5SELF-TAPPING/ DRUING SCREW FULLTHREAD THRU 0 - I w 7/16' FIN 12X MIN. SOUTHERN PINE (6=0.55) InwooDSCREW I 1-1/2' MIN. EDGE DIST. SEE TABLET 1/4' MAX SHM- WINDOW SYSfEM3 SUBSTRATE 11900 SW44THAVE. �BYOTHERS SEE TABLE i OCALA. FLORIDA 34474 W W W.CWS.CC 8200 PVC HORZ. SLIDER N.EMBEDSEE IMPACT TABLE I HORIZONTAL SECTION 6 TYPICALRNANCHORAGE HEAD AND SILL BIMILAR FOR FIN INSTALLATION D HOR120NTALSECTION fi BOX FRAME INSTALLAI UN HEAD AND SILL SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT. FULL PERIMETER. BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. No 58201 k STATE OF 4/11/2015 LUCAS A. TURNER. P.E. FL PE 0 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380.1574 INSTALLATION DETAILS TEF 10/11/13 GWS-869 B A 6: SHEET 12 60F6 Florida Building Code Online MCaalt�• ° 6 A o A A'. Y(D Vnl?�til BC15 Home I Lag In User Registration Hot Tupla Subm It SurdsaMe I Slats&Fads j Business;? Jfl ProductAppraval Professi \aI ty USER: Public User Regulation Pmdud Aooroval Menu > Product or Aooli©Lion SeanF��F tell FL S Application TypeCode VersionApplication Status BY. ...................... FLlf V05,� paired by DBPR. Approvals by DBPR shall be reviewed and ratified by the and/or the Commission if necessary. Comfrents Archived ---- Product Manufacturer gency Plus Incorporated Address/Phone/Email 24 Locust Gap Highway unt Carmel, PA 17851 ` Ctonyp@consewattonwindows.com 0) 339-3374 Authorized Signature ny Procopio Technical Representative Joe Korzeniecki Address/Phone/Email 2000 Locust Gap Hwy. Mount Cannel, SD 17851 (570) 339-3374 joek@wintlow-pros. info Quality Assurance Representative Joe Korzeniecid Address/Phone/Email 2000 Locust Gap Hwy. Mount Cannel, PA 17851 (S70) 339-3374 joek@wlndow-pros.lnfo Category indows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute Referenced Standard and Year (of Standard) Standard Year AAMA/NW W DAIOl/I.S.2 1997 AAMA/W DMA/CSA 101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http9/fioridabuilding.org/pr/pr app rill.aspx?para wGEVXQvADqvBJyt)gZ9WuEBsA.zV2GSVfBd1QmmoQltJgv2SJ`/2bvdHJQ%3d%3d t/3 2J91LO16 , Florida Building Code Online Date Submitted 10/08/2015 Date Validated 11/04/2015 Date Pending FBC Approval Date Approved 11/05/2015 Date Revised 01/27/2016 Sum mary of Prod ucts FL# Model, Number or Name Description 11409.1 Series 3000/4000 Series 3000/4000 Non Irtpact Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL11409 R6 C CAC N1006320-R6.ndf Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2021 Design Pressure: +70/-70 Installation Instructions Other: FRAME MATERIAL TO BE RIGID PVC FROM ROYAL WINDOW FL11409 R6 II 08-01380A odf AND DOOR PROFILES PLANT NUMBER 7 AAMA CERTIFIED (TPL-1). Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL11409 R6 AF 5119986 odf Created by Independent Third Party: Yes 11409.2 Series 5105 Series 5105 Impact Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL11409 R6 C CAC N1006317A-R3,odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/30/2021 Design Pressure: +55/-55 Installation Instructions Other. FRAME MATERIAL TO BE RIGID PVC FROM ROYAL WINDOW FL31409 R6 11 OB-01381B odf AND DOOR PROFILES PLANT NUMBER 7 AAMA CERTIFIED (TPL-1). Verified By: Luis Roberto Lanes 62514 Created by Independent Third Party: Yes Evaluation Reports FL11409 R6 AE 13-0129 27-COMP df FL11409 R6 AE 13012927 odf FL11409 R6 AE 511999C otlf Created by Independent Third Party: Yes 11409.3 Series 5306 Series 5108 Vinyl Impact Rated Fixed Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL11409 R6 C CAC N1009490-R3 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/3112021 Design Pressure: +55/-55 Installation Instructions Other: FRAME MATERIAL TO BE RIGID PVC FROM ROYAL WINDOW FL11409 R6 IT 08-013958 odf AND DOOR PROFILES PLANT NUMBER 7 AAMA CERTIFIED (TPL-1). Verified By: Luis Roberto Lomas 62514 Created by Intlepentlent Third Party: Yes Evaluation Reports FL31409 RG AE 13-0129.27- OMP otlf FL11409 R6 AE 13012927 df FL11409 R6 AE 512014B.odf Created by Independent Third Party: Yes 11409.4 Series 5110 Series 5110 Vinyl Fined Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FLA1409 R6 C CAC NTOII I O? .wr Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2016 Design Pressure: +55/-65 Installation Instructions Other. FRAME MATERIAL TO BE RIGID PVC FROM ROYAL WINDOW FL11409 R6 11 06-01601A odf AND DOOR PROFILES PLANT NUMBER 7 AAMA CERTIFIED (TPL-1). Verified By: Luis R. Lomas, P.E. 62514 Created by Independent Third Party: Yes Evaluation Reports FL11409 R6 AE 13-0129 27-COMP df FL11409 R6 AE 13012927.Ddf FL11409 R6 AE 512258B otlf Created by Independent Third Party: Yes 11409.5 Senes 6613 Series 6613 Vinyl Fixed Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes FL11409 R6 C CAC Nr011688 df Quality Assurance Contract Expiration Date 10/13/2017 Design Pressure: +55/-55 Installation Instructions Other. FRAME MATERIAL TO BE RIGID PVC FROM ROYAL WINDOW AND DOOR PROFILES PLANT NUMBER 7 AAMA CERTIFIED (TPL-1). FL11409 R6 n 08-02243A otlf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL11409 AE D-0328,jP. df. qfiial* -R6 FLI 14 5] 6.nACJ ' .e .a. I httpJ/floridabuilding.org/pr/pr app rid.asp)Pparar wGEVXQw1DgISJyggZ9WuEBs>LzV2GSVf6dlQmiWQQlt5gi2SJ%o2bvAHJ6%3 Wool _ 213 4' C 4" 9U- I.tAX I<iJ4t wluln _ 2' MAY 4• MA MAX I O.C. AW% _. D� 1 AY. D.C.I / �/ / 43 MA / / FRAI HEIG L MAY,. I 1/8- .ANN 0.090 SENTRY GLAS BY DUPONT 1/E" ANN - EXTERIOR 9/1fi' BITE 6613 VINYL FIXED WINDOW EXTERICA VIEW DESIGN PRESSURE RATING IMPACTRATING t550PSF 1ARGE MISSILEIMPACT MISSILE LEVEL O, WIND ZONE 4AND HVHZ 7/8" - 5/32"TEMP DESICCANT STEEL SPACER SYSTEM INTERIOR SIKAFLEX- GLAZING DETAIL 552 SEALANT G3CPIMgY wdE . fta '.D ADDED EDGE DMENSIONS 03/02J15 ILL NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOLDREMENTS OF THE FLORIDA BUILDING CODE INCLUDING THE HVHZ. 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE IN BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD, IE 4) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT i7 SHOWN HEREIN. WIND LOAD DURATION FACTOR CC=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5) FRAME MATERIAL: EXTRUDED RIGID PVC. 6) UNITS MUST BE GLAZED PER ASTfA E1300-04, SEE SHEET 1 FOR GLASS DETAILS. 7) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SKIM WHERE SPACE OF 1/16" OR GREATER OCCURS. LIAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEOMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE 110 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 5/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 11) FOR ANCHORING INTO METAL STRUCTURE USE #10 EMS OR SELF DRILLING SCREWS SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12) ALL FASTENERS TO BE CORROSION RESISTANT. 13) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE i (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KS1 OR ALUMINUM 6063-T5 1/8' THICK MINIMUM I TABLE OF CONTENTS 1 ANCHORING AND NOTES REGENCY PLUS, INC. 2000 LOCUST GAP HIGHWAY MT. CARMEL. PA 17851 6613 VINYL FIXED WINDOW 96" x 48" ELEVATION AND NOTES V.L. I 08-02243 7 SIGNED: 03/03/2015 1 WOOD FRAMING OR 2X BUCK BY OTHERS APPROVED SEALANT EXTERIOR APPROVED SEALANT ROOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1.INTERIORAND EXTERIOR FINISHES. SYOTHERS. NOTSHOWNFORCIARITV. 2. PERIMETERANOJOINTSEAIAMBY OTHERS TORE DESIGNED IN ACCORDANCE WITH ASTM F2112 METAL STRUCTURE BY OTHERS APPROVED SEALANT EXTERIOR :E 5e 9A0N: �N C6CiiIT6V 51n AilN TD A ADDED EDGE DIMENSIONS 03/02/15 1 R.L MIN. #10 SM OR SELF DRILLING SCAEWS INTERIOR 1 3/8" MIN. EMBEDMENT 1 - 1/2- MIN. EDGE DISTANCE #10 SMS OR SELF DRILLING �$10 WOOD J SCREW SCREW 1I APPROVED WOOD FRAMING R 2X BUCK SEALANT OO / 1/ MAX. O BY OTHERS _ 5 . M SPACE METAL STRUCTURE BY OTHERS 3E MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION V.L. INTERIOR APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL METALSTRUCTUREINSTALMTION 1/a" MAX. SHIM SPACE INTERIOR APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 03/03,2015 REGENCY PLUS, INC. XXXSUIIIIIII Ai, �.z 2000 LOCUST GAP HIGHWAY MT. CARMEL. PA 17851 , ���,\ " /,� v, eAGENSP P 6613 VINYL FIXED WINDOW c 96" X 4 { D INSTALLATION DETAILS oP �. ' 7A7 OF.: m� 2 1/2- MIN. �— EDGE DISTANCE CONCRETE/MASONP,Y " BY OTHERS a • • 1 I/4• MIN. •"� OPTIONAL 1X BUCK a EMBEDMENT 1 I/4" MIN. TO BE PP02ERL1' ' � EMBEDMENT SECUPEO SEE NOTE 3 SHEET 1 APPROVED SEALANT --� ^O I � 1__I �iCE ~J)6TAP�C %. CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TA°CON N EXTERIOR APPROVED SEALANT OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 CONCRETE/MASONRY BY OTHERS INTERIOR 3/I6" TAPCON MAX. SPACE • a 1 1/4• MIN. '• EMBEDMENT 4. e A. 2 1/2' MIN. EDGE DISTANCE VER77CAL CROSS SECTION CONCRET6MASONRYINSTALLA7ION 2 IN. IAN. I+I EDGE DISTANCE PN :4SCiiPNX! 0..TE A^+RIYED A I ADDED EDGE DIMENSIONS D}/02/15 R.l. • _ 1/4" MAX. • SHIM SPACE INTERIOR APPROVED EXTERIOR SEAS JAMB INSTALLATION DETAIL CONCRETflMASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, SYOTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETERANDJOINTSE4L4NTBYOTHERS TORE DESIGNED IN ACCORDANCE WRN ASTM E2112 REGENCY PLUS, INC. 2000 LOCUST GAP HIGHWAY MT. CARMEL. PA 17851 6613 VINYL FIXED WINDOW 96" z 48" INSTALLATION DETAILS Dulft mvs na. V.L. 1 08-02243 E E NTS JDATE 10/23/13 �3 OF 3 SIGNED: 0310312015