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HomeMy WebLinkAboutProduct Approval (4) PRODUCT APPROVAL NUMBER : FL #20838.2 OPENING IDENTIFICATIONS: 5. SG D 1/4/2018 Florida Building Code Online FLORIDA ORPARTMENT OF Business & Professional Regulation t"y F BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Unks I Search FI lila Product Approval A raUSER:Public User Product Approval Menu>Product or Application Search>Annlication List>Application Detail liOFFICE OF THE FL# TD SECRETARY Application Type Code Version Application Status Comments Archived Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Stephen Brooks Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext 255 sbrooks@cws.cc Quality Assurance Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich, PE Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E 1886 2005 ASTM E 1996 2009 TAS 201/202/203 1994 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtbxPgODTrp/o2bXw3llhpg57t2LrfTwUp/o2bnoGogvBGdB206JA%3d`/`3d 1/3 1/4/2018 Florida Building Code Online Documentation from approved Evaluation or Validation Entity Yes No N/A FL20838 R2 COC 6thEdFBC-FL20838.Ddf Product Approval Method Method 1 Option A Date Submitted 08/09/2017 Date Validated 08/09/2017 Date Pending FBC Approval Date Approved 08/15/2017 Summary of Products FL# Model,Number or Name Description 20838.1 SGD 8800 Sliding Glass Door 8800 Series-4'X 8' Panels Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL20838 R2 C CAC 138-1394CAR.pdf Approved for use outside HVHZ:Yes FL20838 R2 C CAC 138-1395CAR.Ddf Impact Resistant:Yes FL20838 R2 C CAC 138-1397CAR.12df Design Pressure: N/A FL20838 R2 C CAC 138-1398CAR.12df Other: Impact vinyl sliding glass door with light FL20838 R2 C CAC 138-569CAR.Ddf reinforcement,standard sill riser,and annealed laminated FL20838 R2 C CAC 138-570CAR.pdf glass to+/-DP50. Design pressure+/-65 with light Quality Assurance Contract Expiration Date reinforcement,standard sill riser,&heat strengthened 04/18/2020 laminated glass. Installation Instructions FL20838 R2 II CWS-1150-Rl.pdf Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party: Yes Evaluation Reports FL20838 R2 AE EvalRenort1150-R1.Ddf Created by Independent Third Party: Yes 20838.2 SGD 8800 Sliding Glass Door 8800 Series- 5'X 8'Panels Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL20838 R2 C CAC 138-1601CAR.pdf Approved for use outside HVHZ:Yes FL20838 R2 C CAC 138-1602CAR.Ddf Impact Resistant:Yes FL20838 R2 C CAC 138-571CAR.pdf Design Pressure: +80/-80 Quality Assurance Contract Expiration Date Other: Impact vinyl sliding glass door with heavy 04/22/2020 reinforcement and high sill riser to+/-DP80. Installation Instructions FL20838 R2 II CWS-1151-Rl.pdf Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party: Yes Evaluation Reports FL20838 R2 AE EvalReoort1151-111,12df Created by Independent Third Party: Yes 20838.3 SGD 8800 Sliding Glass Door 8800 Series-4'X 10'Panels Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL20838 R2 C CAC 1 8-1610 AR.pdf Approved for use outside HVHZ:Yes FL20838 R2 C CAC 138-1611CAR.pdf Impact Resistant:Yes FL20838 R2 C CAC 138-573CAR.pdf Design Pressure: +65/-65 Quality Assurance Contract Expiration Date Other: Impact vinyl sliding glass door with heavy 05/11/2020 reinforcement and standard sill riser to+/-DP65. Installation Instructions FL20838 112 II CWS-1152-Rl.pdf Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party: Yes Evaluation Reports FL20838 R2 AE EvalReDort1152-R1.Ddf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click LUL. Product Approval Accepts: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtbxPgODTrg/g2bXw3llhpg57t2LrfTwU%2bnoGogvBGdB206JAg/g3dg/o3d 2/3 1/4/2018 Florida Building Code Online m 9:10 Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtbxPgODTr%2bXw3llhpg57t2LrfTwU%2bnoGogvBGdB206JA%3d%3d 3/3 1239 Jabara Ave. URNER North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 1151-R1 November 21,2016 Product Description: Series 8800 Vinyl Sliding Glass Door,Large Missile Impact Resistant, 5' nominal panel widths,96"door heights,with design pressures of+/-80 psf,with heavy panel reinforcement required as shown in CWS-1151-R1 Manufacturer: Custom Window Systems,Inc. 1900 SW 446'Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5'' 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-1151-R1,signed and sealed by Lucas A. Turner,P.E. 3) Keystone Certifications CAR documents 138-571, 1601.0,and 1602.0 4) Test Reports F1575.04/14-401-18/44,from Intertek/ATI,Tampa,FL(TAS testing signed/sealed by Justin P.McDonald),and CWS-010-02-03/04,by PRI Construction Materials Technologies, Tampa,FL(TAS testing signed/sealed by Zachary R.Priest),with testing performed: TAS 201/202/203-94,AAMA/WDMA/CSA I Ol/I.S.2/A440-1 1,ASTM E 1886-05,ASTM E 1996-09 5) Supplemental Calcs.to support CWS-1151-R1, signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-1151-R1. Limitations of Use: This product: • May be used in sizes,design pressures,and with max.glass DLO sizes as shown in CWS-1151-R1 • Is large missile(91b 2x4, 50 ft/s)impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone and ASTM Wind Zone 4 areas • Requires laminated glazing as shown in CWS-1151-R1,with Kuraray(prev.Dupont).090" SentryGlas interlayer per Miami-Dade NOA 14-0916.11 • Requires Vision Extrusions PVC frames in accordance with NOA 15-0528.14 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. �%JISS1r6gia1 ,�..0,1y0RFW Lucas A. No 58201 Y = *• * = �L. Turner 2016-11-21ir 11/21/2016 STATE OF :'Q1: 10:37+19:004 a A tpP•; Lucas A. Turner, P.E. r,�,s►•.S/O�A��aC�,.` FL PE#58201 SLIDING GLASS DOOR - LARGE MISSILE IMPACT GENERAL NOTES: // J46,v tljj��l /,(/�{ 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND 11WVIIN(DDOW(�S((Y/SSTE(/NULMSS IL�IJ�I/1p�LL/���yf MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING 1900 SW 44TH AVE. CODE(FBC),CURRENT EDITION AND IS RATED FOR USE IN THE OCALA,FLORIDA 34474 HIGH VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WWW.CWS.CC WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 8800 PVC 2.GLAZING OPTIONS:(SEE SHEET 3) 233�'4PANELWIDTH' SLIDING GLASS 3.APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT DOOR-IMPACT "4" A POCKET LIMITED TO: MAX.PANEL WIDTH "XO",'OX",-xX",'OXO","XXX 'OXXO","XXXX", "PX','PXX",'PXXX',"PXXXX','PXXP','PXXXXP',"PXXXXXXP", so "PXXXXXXy P' ,p Iii 2 TRACK,3 TRACK,4 TRACK l F- 4. 4.DESIGN PRESSURE RATING: 52 II I -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE Co m GLASS DLO U AND GLASS TABLES ASTM E-1300-04. 96• II -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, 0 Z MAX. WATER INFILTRATION TEST PRESSURE AND GLASS TABLES 9 0 UNIT B II C B ASTM E-1300-04. 0� Ln HEIGHT II 11 U Z W '3 �I B 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN Q 0 tr 9�8 X X II X X I 11 USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 10-11 U) a MAX. II I F FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6PANEL w U HEIGHT II 12 WAS USED FOR WOOD ANCHOR CALCULATIONS. ppp W 84 II 12 6.PRODUCT APPROVED FOR IMPACT USE. SHUTTERS ARE NOT Q GLASS U REQUIRED. z DLO I II 7.ALL FRAMES ARE PROCESSED AND SCREWED � 444)pRE6y,� II TOGETHER.VENTS ARE PROCESSED AND THERMAL WELDED ��y PN.....,,,TG���� TOGETHER. 4P,.��GENgF.,Q2.� 14 i 8.SERIES/MODEL DESIGNATION SGD-8800. � No 58201 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: Z'a E D A A X=OPERABLE SASH,0=FIXED SASH,P=POCKET/HOOKSTRIPX90 STATE OF t�W J 12 12 11 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS INA ,'����� p:�P�O\2', SIMILAR LOCATION. ;ONA;E;:,�p 11.WEEP SLOTS=112"x 1"LOCATED @ BOTH ENDS. 11/21/2016 Lucas A. LUCAS A.TURNER,P.E. Turner FL PE#58201 1239 JABARA AVE. 2016-11-21 NORTH PORT,FL 34288 10:37+19:00 PH.941-380-1574 TABLE OF CONTENTS SHEET DESCRPTION: GENERAL NOTES&ELEVATIONS....1 GENERAL NOTES AND ELEVATIONS SECTION VIEWS.................................2 BOM&GLAZING DETAIL....................3 DESIGN PRESSURE DRAWN BY: DATE: EXTRUSIONS...................................4-5 MAE5/16:"x SIZE RATING :LARGE ACT RATING BLZ 05/16/16 TRACK WIDTHS..................................6 DWG A'. REV.: ANCHOR SCHEDULE&NOTES........? 60- 3-3/8" +/-80 PSF MISSILE ANCHOR PATTERNS......................&9 CWS-1151 1 INSTALLATION DETAILS.............10-11 '(4)PANELS SHOWN;HVHZ DE HVHZ,UNLIMITED NUMBER scALE: SHEET OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. 1:30 1 OF 11 41 28 11 40 6V- (YCMLIKlIiUUU'• 35 14 WINDOW SYSTEMS 37 37 1900 SW 44TH AVE. 12 OCALA,FLORIDA 34474 60 36 O WWW.CWS.CC 0 14 10 � 0 0 On 39 29 28 58 23 I I 8800 PVC P 37 14 bbba666 SLIDING GLASS oa 39 DOOR-IMPACT 30 d 19,20,21,58 co 0 P 37 —ODF 0 0 36 14 a 15 C5 �019,20,21,58 :9- m m3316 37 14 0LL Z36 SECTION VIEW B-B 2 O 13 Of 0 LLJ Z 68 39 o d 0 uj u� a 6 O D D LJa S w W O 12 O Z 5x,55 ©O -e%%"MORE W 36 59 13 :. P�GEIVS TG'P�4i �v No 58201 511 16 STATE OF %O•C .............. P (C.A, O R l O • �2�: 22 36 ���4 SAO ...ENOL,, FIXED PANEL 33 ATTACHMENT 0 36 11/21/2016 32 17 18 LUCAS A.TURNER,P.E. FL PE#58201 8 1239 JABARA AVE. 23 NORTH PORT,FL 34288 PH.941-380-1574 63 O ® ® U 0 9 SHEET DESCRPTION: If 3 �$❑❑ -09 I e9Q❑ °o ��o°�u �Sa�j Q p❑�©Qa SECTION VIEWS s7 u S tl 27 39 ALTERNATE SILL RISER VIEW DRAWN BY: DATE: SECTION VIEW A-A LIMITED TO+65 ALTERNATE SILL RISER VIEW BLZ 05/16/16 LIMITED TO+80 NO SILL RISER NOTES: DWG#: REV.: ITEMS NOT SHOWN FOR CLARITY: 1)INSTALLATION W/NO SILL RISER ALLOWED TO THE FULL DP'S INDICATED ABOVE,IN LOCATIONS WHERE WATER INFILTRATION RESISTANCE CWS-1151 1 20,24-26,31,55-58,61-62,64-66 IS NOT REQUIRED,SUCH AS BUT NOT LIMITED TO LOCATIONS WHERE AN OVER HANG IS PRESENT THAT IS AS WIDE AS THE WALL IS TALL. scuE: SHEET 1:3 2 OF 11 ITEM PART# DESCRIPTION PARTS LIST VENDOR MATERIAL ITEM PARTS LIST PART# DESCRIPTION VENDOR MATERIAL_ 1 GLASS SEE THIS SHEET 51 S-2058 Screen,3-Track Sill mark Aluminum WINDOW SYfT915 Ch 2 K6161 2-Track Sill Vision PVC 52 S-2059 Screen S Coder mark Aluminum 1900 SW 44TH AVE. 3 K6163 3-Track Sill Vision PVC 53 5-2070 Screen,Interlock Profile Aluminum OCALA,FLORIDA 34474 4 H 6165 4-Track Sill Vision PVC 54 P-5477 Block,Anti-Lift Lawrence Nylon WWW.CWS.CC 5 K6160 2-Track Head/Jamb Vision PVC 55 P-5559 Screw,#14x4"PH PN SMS Fastenal Steel 6 H-6162 3-Track Head/Jamb Vision PVC 56 P-4269 Screw,#8 x 1"PH PN Tek Fastenal Steel ` $$�� PVC 7 K6164 4-Track Head/Jamb Vision PVC 57 P-3556 Screw,#8 x 2.5"PH FL Tek Fastenal Steel 8 S•2064 Roller Track Insert Keymark Aluminum 58 P-4962 Screw,#8 x 3"PH FL Tek Fastenal Steel 25 SLIDING GLASS 9 S-6171 Cover,Sill Track Vision PVC 59 P-5565 Screw,#12 x 1 1/2"PH PN SMS Fastenal Steel FRAME CORNERS DOOR-IMPACT 10 S-6169 Cover,Interlock Vision PVC 60 P-5566 Screw,#12x2 117'PH PN SMS Fastenal Steel MECHANICALLY FASTENED 11 S-6172 Cover,External ReinforcementIP-Hook Vision PVC 61 P-3609 Bumper,Panel Stop Parker Seals Rubber 1:8 12 5-6175 Track Filer,Frame Vision PVC 62 P-4291 Panel Slop Housing M&M Nylon ui 13 K6166 Panel Stile/Reil Vision PVC 63 TP-:4659DustPIug, m Block, n Cell,0.844"x 0.531"x1" Lamatek o 14 K6168 Interlock,Snap-On Vision PVC 64 sket Frame ,2-Track Lamatek Butyl 15 K6167 Astragal Vision PVC 65 ket Frame ,3-Track Lamatek l m m 16 K6170 GazingBead,I.G.,1" Vision PVC 66 sket Frame ,4-Track Larnatek Butyl 17 K2060 Sill Riser,2.875" Ke mark Aluminum 67 st Plu ,1-1/4"x3"x0.5' Ultrafab 0 Z 18 K2062 Sill Riser,4.067' Ke mark Aluminum 68 st Plu ,1"x 3"x 1" Uk afab O 19 P-5517 Panel Guide,Interlock Bear's Metal Aluminum 69een,S ine Team Plastics Rubber w Z j 20 P-5558 Su Channel,Bot Rail,Interlock Bear's Metal Aluminum 70een,Clam a 0Lu CL 21 P-5511 Corer,Panel Guide,Interlock Lawrence Nylon 71I Duraseal I G Spacer Quanex Aium/Butyl I a 22 P-5516 Bracket,Fixed Panel Bear's Metal Alumm inuPANEL CORNERS THERMAL WELD U 23 P-3300 Wtsp.,0.280"x0.187"Back Fn,Black Utrafab 1:8 ❑ w 24 P-3438 Backbedding,Purfect Glaze"K Hot Melt Henkel/Sika Silicone a ❑ 25 P-3514 Screw,#10 x 7'Ph Comb Hd Fastenal Steel 0 26 P-3587 Screw,#8 x 1"PH FL TEK-Roller AsrrVMortise Lock Fastenal Steel i•OVERALL z 27 P-3752 Hole Plug,0.500"Dia. Progress Plastics 28 P-3769 Handle Set with Thumb Turn Amesbu or Roto Nylon AIRSPACE ����pS,P�DE NW rTGQ 29 P-3792 AmesburyC, F'••2 30 P-3793 Multi-Pant Mortise Lock AmesburyHEAT STRENGTHENED �v: No 58201 COSI 31 P-4250 Screw,#10 x 2.5"PH PN SMS-Keeper Fastenal Sleel ?g"LAMINATED 32 P-5287 Tandem Roller Assy,2.125"Dia Wheel Amesbury STATE OF .•4r� 33 P-5438 SettingBlacks,0.090"x0.875"x1.5" Franke Lowe Rubber 090 SGP INTERLAYER -:13%o; '4, 35 K2068 Reinforcementm ,Astragal Ke ark Aluminum y�E`' O R l Q�'" 36 S-1775 Reinforcement,LockStile/Rails Ke mark Aluminum •HEATSTRENGTHENED �ex�sS�ONA;E?0`� 37 K2111 Reinforcement,HD,Interlock Ke mark Aluminum 38 S-2071 Reinforcement,EAernal,Interlock Ke mark Aluminum x� 39 S-2069 Frazee Insert,Installation Anchors Keymark Aluminum 16 40 K2063 P-Hook Ke mark Aluminum 33 e•GLASS BRE 11/21/2016 41 S-2065 LUCAS Adaptor Ke mark Aluminum LUCAS A.TURNER,P.E. 01 42 S-2048 Screen,Astr Keymark Aluminum FL PE#RA AVE.1239 JABARA A 43 S-2050 Screen,1-Track Head Keymark Aluminum 71 24 cui H NORTH PORT,FL 34288 44 K2051 Screen,1-Track Jamb Keymark Aluminum PH.941-380.1574 45 5-2052 Screen,1-Track Sill K mark Aluminum SHEET DESCRIPTION: 46 S•2053 Screen,2-Track Head Keymark Aluminum 13 BOM AND GLAZING 47 S-2054 Screen,2-Track Jamb K mark Aluminum DETAIL 48 S-2055 Screen,2-Track'Hie" K mark Aluminum r I r I 49 S-2056 Screen,3-Tr-k Head K mark Aluminum DRAWN BY: DATE: 50 S•2057 I Screen,3-Track Jamb K mark Aluminum BLZ 05/16/16 DWG#, REV.. CWS-1151 1 SCALE SHEET • 12 3 OF 11 7. 2. a= ..A=a � 13 �• 15 40 " 178 �NDCYW �//'j`�fj1l' .. O 2• ', 1900 SW 44TH AVE. I\�/I0❑❑❑O� OCALA,FLORIDA 34474 WWW.CWS.CC 2-Track Sill-6161Z• 4t 4 '6 i" 4 8800 PVC 16 6 SLIDING GLASS ❑ Sill Riser-2060 DOOR-IMPACT tom• �0❑❑❑0❑❑❑� ❑❑❑0� Y 6063 T6 Sill Riser-2062 r 3-Track Sill-6163 Panel Head/Sill/Stile-6166 6063-T6 p 105-• Astragal-6167 P 6 63-T6 63 m Co (� (� 1 (� 4 38 z O , . _� . w SQ 0❑❑❑0❑❑❑0❑❑❑0❑❑❑O0 Q 1'�fi'• 2" 0.100• 99 Q Lu 0 a. 4-Track Sill-6165 I Reinf.,Ext-Interlock 0 a L Reinf,Frame-2069 W 0 II 2071 6063-T6 U 5�„ coo Fes---2g" 41 6005-T6 Q o LT 14 P-Hook Adaptor-2065 5 Lock Stile-2086 6063-T6 1 " z 114 36 ruwn� 'L-25a❑❑❑o❑❑❑ae 1111 H= H= 2 "�� �pNORES+T��,� G •� 2-Track Head/Jamb-6160 r �" �" No 58201 :�11 Cover,Ext Reinf.& 1 t 8 " Hookstrip-6172 10 } '9•; STATE OF ;-Wt T Cover,Interlock-6169 %O . �u.` 1 6 Reinf., 6005-T6 1775 �i�,;�s.� 1 6" 0 �" r 1 1" IS880N A,EN`�� 0❑❑❑0❑❑❑0❑❑❑Oe 1e " 23g" 35 1 y' 37 � 8 e 3-Track Head/Jamb-6162 E9 11/21/2016 Cover,Sill Track-6171 Roller Track Insert-2064 LUCAS A.TURNER,P.E. 101" 6063-T5 FL PE#58201 1239 JABA k E2 T8" NORTH O TEFL 34288 ]2. 7 PH.941-380-1574 1 W7 1 [41 1� 16 3^ SHEET DESCRPp TN: 6❑❑❑0❑❑❑0❑❑❑0❑❑❑oa " EXTRUSIONS TI" 1 8B" Reinf.,HD Interlock-2111 4-Track Head/Jamb-6164 6005-T6 DRAWN BY: DATE: 12 BLZ 05/16/16 IG Glazing Bead-6170 Reinf.,Astragal-2068 DWG#:: REV.: Track Filler-6175 6005-T6 CWS-1151 1 SCALE: SHEET NOTE:ALL EXTRUSIONS ARE RIGID PVC UNLESS OTHERWISE NOTED. 1.2 4OF11 ~I 4s a3 12 ^Z ly(yCYAY(Y YST0V�((j`�fj `$ � WINDOW SYSTEMS Il1�Y/I ll 1 1900 SW 44TH AVE. OCALA,FLORIDA 34474 ' 1 A. WWW.CWS.CC Screen,1-Track Sill-2052 Screen,1-Track Head-2050 ­j O O O 5 8800 PVC 4 SLIDING GLASS s' -1 46 46 22 DOOR-IMPACT 9� 16' tib' 1• 1 IL !o 16 1 �6' Bracket,Fixed Panel 16' a0 Screen,2-Track Sill-2055 Screen,2-Track Head-2053 P-5516 o 5 m Co 51 49 O O O41 z O 16' � t16' r 18' f F 16' LU U Z Screen,3-Track Sill-2058 54 �{ 16" a O w Screen,3-Track Head-2056 I P fn o- 0 U 2M' �a �1 11 �1j a2 2 " I — III III II II III III I II IIS" O T } 53 I— 5"� ~ z0 1a• 52 2j 1 L Screen,Snap Cover-2059 1-9" is Block, ,Nylon 5 L P-5477.NylonNo GP:•`iGENSF•.Qy�'. J;• d`: Screen,1-Track Jamb-2051 Screen,Interlock-2097 St3201 Screen,Astragal-2048 g� t8" p�. SiATE OF k/. 4 6• PIP SSIONAk 1 ' 2 7—Q 16 11/21/2016 Screen,2-Track Jamb-2054 I I o�ala�o 20 LUCAS A.TURNER,P.E. FL PE#58201 I I Ili 1239 JABARA AVE. I O I I I II I III NORTH PORT,FL 34288 I I I I II II PH.941-380-1574 O 4" I I I III 4 4" III SHEET DESCRPTION: so I IIIII 21 III I III I IIIII III I III EXTRUSIONS 1L '-" i O IIIII III F I=iil DRAWN BY: DATE: Screen,3-Track Jamb-2057 II II I II BLZ 05/16/2016 DWG#: REV.: CWS-1152 1 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. Panel Guide,Interlock-P-5517 Support Channel,Bot Cover,Intertock-Reinf. SCALE: SHEET Rail-Interlock-P-5558 P-5511,Nylon 1:2 5 OF 11 10 6" ' carat WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 4 8800 PVC 9 H-2060 (1 fl H-2062 SLIDING GLASS ❑ QO OQ o O DOOR-IMPACT ❑ 0oE10 ❑❑000D 0 D o 00,sco❑ ❑ ❑a00 ❑❑❑01O 0oO mdi 2T Sill w/Riser 3T Sill w/Riser 4T Sill w/Riser Qo 61" 108" m Co V7 O Z LL O_ z > ¢ oma Q � a W 0❑ 0 0❑ ❑❑❑ 0 o❑❑ HEEOEIDELILAL Lu � � o Z 2T Sill w/1T Screen 3T Sill w/1T Screen NORE 12 13" v: No 58201 •':9 L moa❑❑o❑❑❑o❑❑❑o0 �,oa❑❑o❑❑❑0❑❑❑0❑❑❑00 11/21/2016 3T Sill w/2T Screen 4T Sill w/1T Screen LUCAS A.TURNER,P.E. FL PE#58201 16 • 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRPTION: TRACK WIDTHS O O �I DRAWN DATE : BLZ 05 /16/16 DWG#: REV, ❑ o 0 CWS-1151 1ua❑❑❑aa O OO : 4T Sill w/3T Screen SCALESHEET 1:2 60F11 ANCHORS Q 4- P-HOOK �yCftiN1(KIUUmia 6' P PANEL-TYP ANCHORS WINDOW SYSTEMS LLLLL����'��L1�'L�L��� MAX T4- 4' 3"EDGE 1900 SW 44TH AVE. TYR !•�6"MAX.TYP. i I I i TYP. i I /' /'. I / i I i OF PANEL OCALA,FLORIDA 34474 I - I I I I I TYP. WWW.CWS.CC II 12"MAX 8800 PVC MAX II - O.C. SLIDING GLASS TYP � II DOOR-IMPACT II _ II II m W X X m m II - OU) II MID- z o II SPAN - y II - OF w II PANEL Q 0 II - y d II uJ u o CENIs'•.•'P FIXED PANEL CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. (SEE NEXT SHEET FOR DETAIL) CLIP -: N. 8201 t 11 S NOTES: * ♦ *= 1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION(SEE LAYOUT DETAILS ON SHEETS 8&9),EXCEPT FOR 2T SILL&WOOD INSTALLATION LOCATIONS.SEE SPECIAL LOCATIONS AND SPACING FOR 2T SILL '9: STATE OF W 2 (SHEET 8).INSTALL ONE ANCHOR AT EACH WOOD INSTALLATION LOCATION(CIRCLED). SILL ANCHOR SPACING SAME AS HEAD FOR 3T AND 4T. INSTALL ONE ANCHOR AT EACH LOCATION IN HOOKSTRIP. '0n�• (O R 1 p?✓O�c� 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/0NA CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 7 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 10. r 11/21/2016 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 JABARA AVE. NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 10. 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 DESCRPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND 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 SOLID CONCRETE,6"FOR CMU MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: BLZ 05/16/16 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG#: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 10. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS 1151 1 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) 125 7 OF 11 E INTERLOCKS TYp, 21'O ^g .C.MAX �/'p�LYCi(ilJ( 0m�//�`� E ASTRAGAL I\�/I PANEL P-HOOK 6*TYP. TYP. WINDOW SYSTEMS WIDTH 3'TYP. 3"TYP. 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 6-*P. 8800 PVC SLIDING GLASS _y 2 DOOR-IMPACT ON TYP. r2 ' 2T SILL 2TJAMB f�T,P f m W INTERLOCKS E ASTRAGAL 6"TYP. PANEL P-HOOK 6"TYP. 21"O.C.MAX N WIDTH F—4"TYP.�{ 4"TYP TYP. m m O U) z_ _O 0 3"TYP. W Z Lu Lu 3. < 0 6" P. 4d a_ d TYP. n- 0 0 0 ❑ N ❑ W Q ❑ f8^TYP WOOD SUBSTRATES 1 Z 3T JAMB TYP. 3T SILL ONLY 14DREW T iy TYP. v •� INTERLOCKS ��: No 582D1 %. ASTRAGAL PANEL P-HOOK 21"O.C.MAX ;a2 6'TYP. 6'TYP. I WIDTH �4"TYP. 4"TYP. � T�'P• 90�•.,STATE OF �i4�S�p,ONASol , z� , " 11/21/2016 TYP. a J"TYP. LUCAS A TURNER,P.E. FL PE#58201 1239 JABARA AVE. 0 o I o I NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRPTION: ANCHOR PATTERNS WOOD SUBSTRATFS1 e" (JAMB&SILL) ONLY TYP. 1�^ DRAWN BY: DATE: 4T SILL 4T JAMB TYP. BLZ 05/16/16 DWG Ik REV.: CWS-1151 1 NOTECENTERLINE OF INTERLOCK OR ASTRAGAL SCALE: SHEET CIRCLED ANCHOR LOCATIONS REO'D ONLY IN WOOD INSTALLATIONS. 1:5 8 OF 11 JI INTERLOCKS `yCl4l�pL(Y14000(1'�f/�" HOLE PATTERN ASTRAGAL I\ /I c FORANTN.FT P-HOOK WINDOW SYSTEMS 6"TYP. PANEL BLOCKANCHORS 1900 SW 44TH AVE. WIDTH I-4"TMP OCALA,FLORIDA 34474 WWW.CWS.CC o 0 8800 PVC 3 SLIDING GLASS - ,"T,P z DOOR-IMPACT "TYP. WOOD SUBSTRATES }�^TYP. CED 4""PONLY mw a E � O INTERLOCKS HOLE PATTERN ASTRAGAL } 6"TYP PANEL FOR ANTFLFT p-HOOK LL m WIDTH BLOCK ANCHORS �4"TYP. 4"TYP. p Z Z LL O 0 1 o Z w U W IL U) d 0 o TYP. W O h La w o � 1-TYP r O Z WOOD SUBSTRATES �P`�NOREW "',o* ONLY 3T HEAD ONLY ��� P Gp°.��CENSF•;P2. E j t No 58201 '.P INTERLOCKS :* * S y HOLE PATTERN ASTRAGAL -,Q FORANTFLFT PANEL p-HOOK BLOCK ANCHORS 'p'^ STATE OF : UZ 6"TYP. WIDTH 4"TYP. 4'TYP. '�O'�Fs•'c<O R P,�\c��: •�4�S�ON A;E�,`�� 10 01 11/21/2016 0 0 4LUCAS A.TURNER,P.E. TYR FL PE#58201 1239 JABARA AVE. 0 0 o NORTH PORT,FL 34288 PH.941-380-1574 0 SHEET DESCRIPTION: 1"TYP ANCHOR PATTERNS el (HEAD) WOOD SUBSTRATES DRAWN BY: DATE: ONLY 4T HEAD DWG : 05/16/16 CWS-1151 1 NOTE:¢=CENTERLINE OF INTERLOCK OR ASTRAGAL SCALE: SHEET CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. 1:5 9 OF 11 2 TRACK HEAD ANCHORAGE INTERIOR C=Om /��"� �( MIN.EDGE DIST. 114'MAX WINDOW SYSTEMS I\ /I SEE TABLE 1 SEE LAYOUT ON SHT 9 1900 SW 44TH AVE. 39,FRAME INSERT REGI D AT OCALA,FLORIDA 34474 ALL FRAME ANCHOR LOCATIONS 39,FRAME INSERT REO'D WWW.CWS.CC �Q AT ALL FRAME ANCHOR SUBSTRATE i LOCATIONS BY OTHERS MN.EMBEDMENT oa 8800 PVC SEE TABLE 1 SEE TABLE 1 SLIDING GLASS PERIMETER SEALANT T SEELAYOUT DOOR-IMPACT BY INSTALLER CALJ I--IOLJ OE❑ ON SHT 8 INSIDE AND OUT O O 'MAX SHIM O m � H �p MIN EDGE DIST p oIJ SEE TABLE 1 PERIMETER SEALANT m m INTERIOR COMPLIANT WITH AAMA 800 U) BY NSTALLER INSIDE AND OUT O INSTALLATION ANCHOR Z Z O SEE TABLE 1 SUBSTRATE BY OTHERS MIN EMBEDMENT a Lo SEE TABLE 1 SEE TABLE 1 Q O � SEALANT BETWEEN SILL �� N a RISER AND FRAME BY (_0 1 HORIZONTAL SECTION 0 a, INSTALLER 9 2 TRACK JAMB ANCHORAGE W U D W PERIMETER SEALANT 0 C� Q O BY INSTALLER �� r $��� INSIDE AND OUT O DO NOT COVER Z WEEP HOLES MIN.EMBEDMENT ,, ,,�!!!!1�1j ,, SUBSTRATE SEE TABLE 1 ,��P ORE T I BY OTHERS :�Q�?:' GENS'•6, SEE TABLE 1 MIN.EDGE DIST. 39,FRAME INSERT REO'D AT No 58201 •11 SEE TABLE 1 ALL FRAME ANCHOR LOCATIONS *- t / n \VERTICAL SECTION ,��i�s•C�p 10• O\=� 9 2TRACKSLLANCHORAGE ��gSYONALE?��M IIplluq►1 PERIMETER SEALANT COMPLIANT WITH AAMA 800 ^� BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 11/21/2016 MIN.EDGE DIST. LUCAS A.TURNER,P.E. 71 EE TABLE 1 FL PE#58201 1239 JABARA AVE. SUBSTRATE BY OTHERS MIN.EMBEDMENT NORTH PORT,FL 34288 TABLE 1:APPROVED INSTALLATION FASTENERS SEE TABLE 1 SEE TABLE 1 PH.941-380.1574 SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. SHEET DESCRIPTION: CONCRETE(2.0 KSI MIN.) 1/4"ITW TAPCON 1-1,T 4' CONCRETE _ 2-1/7' HOOKSTRIP INS TALLATION DETAILS 2XMIN.SOUTHERN PINE(G=0.55) 114'ITW TAPCON OR _ -1-3'8" 7/8" 2 TRACK 2X MIN.S ELCO ULTRACON 718 q'MAX.SHIM DRAWN BY: DATE: 16 GAUGE(0.060')MIN. 912.14 HILT KWIK-FLEX OR ITW FULL THREAD BLZ 05/16/16 STEEL STUD(33 KSI YIELD MIN) ''TEKS SELF-DRILLING SCREW THRU 0.060' 112 DWG 9: REV': 1/8"ALUM.(6063-T5 MIN.)OR 912 GRADE SSELF-TAPPING/ FULL THREAD C HORIZONTAL SECTION cwS_l 151 1 1/8'STEEL(33 KSI MIN.) ORILLINGSCREW THRU 0.125' 1/2 9 HOOK STRIP SCALE: SHEET HOOKSTRIP OR JAMB FRAME ONLY: 1/4'ELCO UITRACOIJ 1-314" 2-1l2" 1:3 HOLLOW OR GROUT-FILLED CMU ASTM C-90 10 OF 11 3 TRACK HEAD ANCHORAGE 1/4•MAX SEE LAYOUT 39,FRAME INSERT �llYlypy(yl{! SERT REQ'D AT INTERIOR yx MIN.EDGE DIST. ON SHT 9 ALL FRAME ANCHOR LOCATIONS WINDOW SYSTEMS AT SEE TABLE 1,SHT 10 FRAME INSERT REQ'D AT ALL FRAME ANCHOR 1900 SW 44TH AVE. SUBSTRATE LOCATIONS OCALA,FLORIDA 34474 BY OTHERS WW W.CWS.CC SEE TABLE 1,SHT 10 MIN.EMBEDMENT a SEE TABLE 1,SHT 10 PERIMETER SEALANT � 8800 PVC IN INSTALLERDEANDO ��❑ Q��Q 080 �_����, � SLIDING GLASS INSIDE AND OUT . SHIM Q("1 SEE LAYOUT ON SHT 8 DOOR-IMPACT INSTALLATION ANCHOR ® tD SEE TABLE 1,SHT 10 INTERIOR � W SEALANT BETWEEN SILL a Q RISER AND FRAME BY p INSTALLER PERIMETER SEALANT Q O O MIN EDGE DIST m m BY INSTALLER Q O O�-�1 o SEE TABLE 1 SHT 10 INSIDE AND OUT �® ❑ ❑❑L try O Z DO NOT COVER ��L-1 PERIMETER SEALANT Z � WEEP HOLES COMPLIANT WITH AAMA 800 SUBSTRATE MIN.EMBEDMENT BY INSTALLER INSIDE AND OUT D' In SEE TABLE 1,SHT 10 W Z W BY OTHERS SUBSTRATE SEE TABLE 1,SHT 10 BY OTHERS MIN EMBEDMENT a O T SEE TABLE t MIN.EDGE IST. 39,FRAME INSERT TABLE 1,SH10 SHT 10 N a DSERT � p � SEE TABLE 1,SHT 10 SEE LAYOUT ON SHT 8 REQ'D AT ALL FRAME /' 1 HORIZONTAL SECTION N ANCHOR LOCATIONS 10 3 TRACK JAMB ANCHORAGE Q D VERTICAL SECTION 1/4•MAX 10 3 TRACK SILLANCHORAGEANCHORAGE INTERIOR Z MIN.EDGE DIST. 4 TRACK HEAD E LAYOUT REQ'39, D ALL FRAME o� AT ALE INSERT 39, L FRAME ANCHORINSERT D `%�aSap.LORE W j6 SEE , LOCATIONS .1 5 �/ SEE TABLE 1SHT 10 ~— ON SHT 9 ANCHOR LOCATIONS ^41 Gp•.-'��0 E NSF.��Qy MIN.EMBEDMENT a 'H No 58201 SUBSTRATE SEE TABLE 1,SHT 10 BY OTHERS a * # SEE TABLE 1,SHT 10 IN 1 9; STATE OF '41 PERIMETER SEALANT SON SHT08 IN T '�4�ct` INSTALLER d8❑�3�80 OS(]8® ®� INSIDE AND OUT MAX• � SHIM z� INSTALLATION ANCHOR INTERIOR a 11/21/2016 SEE TABLE 1,SHT 10 0 SEALANT BETWEEN SILLLUCAS A.TURNER,P.E. RISER AND FRAME BY FL PE#58201 INSTALLER �© MIN EDGE DIST 1239 JA13ARA AVE. PERIMETER SEALANTn SEE TABLE 1 SHT 10 NORTH PORT,FL 34288 � BYINSTALLER d^ PH.941-380-1574 DONOTAND OUT ElmoU SHEET DESCRPTION: COVER WEEP HOLES U MIN.EMBEDMENT INSTALLATION DETAILS SUBSTRATE SEE TABLE 1,SHT 10 PERIMETER SEALANT 3&4 TRACK COMPLIANT WITH AAMA 800 BY OTHERS BY INSTALLER INSIDE AND OUT DRAWN BY: DATE: SEE TABLE 1,SHT 10 SUBSTRATE MIN EMBEDMENT BLZ 05/16/16 MIN.EDGE DIST. SEE LAYOUT 39,FRAME IN BY OTHERS SEE TABLE i SHT 10 DWG#: REV.: SEE TABLE 1,SHT 10 ON SHT 8 REQ'D AT ALL FRAME SEE TABLE 1,SHT 10 ANCHOR LOCATIONSG HORIZONTAL SECTION CWS-1151 1 E VERTICAL SECTION 104 TRACK JAMB ANCHORAGE SCALE: SHEET 10 4 TRACK SILL ANCHORAGE 13 11 OF 11