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HomeMy WebLinkAboutProduct Approval (2) 6/18/2018 Florida Building Code Online r FLORIDA OMPAPYMS14T OF Business; Professional Regulation � +.rrW rg BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map ! Links Search ba Product Approval pr I USER:Public User RECEIVED Product Approval Menu>Product or Apylication Search>Application List>Application Detail I-OFFICE OF FL# FL20838-R2 JUN 18 2018 Application Type Affirmation Code Version 2017 ST. Lucie Countvy POW"00 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 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 Jay 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://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtbxPgODTr%2bXw3llhpg57t2Lrf rwU%2bnoGogvBGdB206JA%3d%3d 1/3 6/18/2018 Florida Building Code Online Documentation from approved Evaluation or Validation Entity Yes No N/A FL20838 R2 COC 6thEdFBC-FL20838.12d 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 I Description 20838.1 SGD 8800 Sliding Glass Door 8800 Series-4'X 8'Panels Limits of Use Certification Agency Certificate 1 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.pdf Impact Resistant:Yes FL20838 R2 C CAC 138-1397CAR.pff Design Pressure: N/A FL20838 R2 C CAC 138-1398CAR.pdf Other:Impact vinyl sliding glass door with light FL20838 R2 C CAC 138-569CAR.pdf 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-RI.pdf Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party: Yes Evaluation Reports FL20838 R2 AE EvalReDort1150-R1.pd 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 1 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.pd 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-R1.pd Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party: Yes Evaluation Reports FL20838 R2 AE EvalReport1151-R1.pdf Created by Independent Third Party: Yes T- 20838.3 SGD 8800 — (Sliding Glass Door 8800 Series-4'X 10' Panels Limits of Use I Certification Agency Certificate Approved for use in HVHZ:Yes FL20838 R2 C CAC 138-1610CAR.pAf 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 R2 II CWS-1152-R1.pdf Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party: Yes Evaluation Reports FL20838 R2 AE EvalReport1152-111.pdf Created by Independent Third Party: Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cggyy ht 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: https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtbxPgODTr%2bXw31[hpg57t2LrfTwU%2bnoGogvBGdB206JA%3d%3d 2/3 6/18/2018 Florida Building Code Online "MOMEIE Credit Card Safe https://floridabuilding.org/pr/pr_app_dU.aspx?param=wGEVXQwtDgtbxPgODTr°/a2bXw311hpg57t2LrfTwU%2bnoGogvBGdB206JA%3d%3d 3/3 GENERAL NOTES: SLIDING GLASS DOOR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND 2Lmmmsffl, 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 yWWy CWS.CC WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 185 J"4 PANEL WIDTH' 8800 PVC 2.GLAZING OPTIONS:(SEE SHEET 3) 4,15" 3.APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT SLIDING GLASS MAX.PANEL WIDTH LIMITED TO: DOOR-IMPACT A POCKET "XO",-OX-'"XX","OXO","xxx-,"OXXO","XXXX", "PX",'PxX','PXXX',"PXXXX","PXXP','PXXXXP','PXXXXXXP', m PXXXX)OOO(P" � H ' II 2 TRACK,3 TRACK,4 TRACK 40GLASS DLO Q II 4.DESIGN PRESSURE RATING: I -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE m m II AND GLASS TABLES ASTM E-1300-04. g6^ II -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, 0 Z. MAX. WATER INFILTRATION TEST PRESSURE AND GLASS TABLES z O' UNIT B II C B ASTM E-1300-04. w h HEIGHT II 11 w Z j II B 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN Q O W 94- USED�/ II �/ �/ 11 USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 10-11 IL ~a MAX. X X II X X F FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6PA EL O HEIGHT II 1P WAS USED FOR WOOD ANCHOR CALCULATIONS. L) "'16 II G 6.PRODUCT APPROVED FOR IMPACT USE. SHUTTERS ARE NOT Q GLASSII 12 REQUIRED. p DLO II Z II 7 IIIED THVENTS MES ARE PROCESSED AND TTOGETHER. ARE PROCESSED AND THERMAL WELDED O..R..E..W TOGETHER. ENI=> Qy y� II 8.SERIES/MODEL DESIGNATION SGD-8800. No 58201 X11 • 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: E D A A X=OPERABLE SASH,O=FIXED SASH,P=POCKETIHOOKSTRIP �:.. STATE OF 12 12 11 10SECTION LOCATION. O S APPLY TO ALL CONFIGURATIONS IN A �'•.,SS+ SIMILAR NA�NG;:�, 11.WEEP SLOTS=1/2'x 1"LOCATED Q BOTH ENDS. Y 11/21/2016 Lucas A. LUCAS A.TURNER,P.E. FL PE#58201 Turner 1239 JABARA AVE. 2016-11-21 NORTH PORT,FL 34288 10:37+19:00 PH.941-380-1574 TABLE OF CONTENTS SHEET DESCRIPTION. DESIGN PRESSURE SURE GLASS TYPE GENERAL NOTES AND GENERAL NOTES&ELEVATIONS...1 ELEVATIONS SECTION VIEWS............... ........2 MAX. PANEL SIZE IMPACT RATING BOM&GLAZING DETAIL........ .......3 RAT (SEE SHT 4) DRAWN BY: DATE: EXTRUSIONS......... .................4-5 +/-50 PSF A LARGE MISSILE BLZ 05/06/16 TRACK WIDTHS..................................6 48-15/16"x 93-3/8" - -_— ANCHOR SCHEDULE&NOTES........7 +/-65 PSF B IMPACT DWG#: REV, ANCHOR PATTERNS......................8-9 CWS-1150 1 INSTALLATION DETAILS.............10-11 (4)PANELS SHOWN;HVHZ LIMITED TO MAX.(9)PANELS. OUTSIDE HVHZ,UNLIMITED NUMBER AL 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 2zs IU6 YSTEM 35 14 ffi' 1900 SW 44TH AVE. 34 o� OCALA,FLORIDA 34474 12 60 36 W W W.CWS.CC a o ,4 0 29 29 58 10 ❑ ❑ 8800 PVC 23 39 c, 34 ,4 SLIDING GLASS © ❑ ❑ 30 F 19,20,21,58 El 39 DOOR-IMPACT d d 111 38 14 a 0 ❑ 15 d d 19,20,21,58 0 33 12 Q m m 16 34 14 LLO Z 38 SECTION VIEW B-B 6 z 0 13 fn Z 39 UO W 68 6i. fA d 6 deo 8 0 X0080 ©a o L O � alcoz' 12 54,55 ©a �d��NpRE 4y H �I i 59 13 ,�Py P.•........TG��. 36 vENSF•.;Q,y•.. ❑ 131 No 58201 16 f"'1 o �9'• STATE OF •�u: e 22 �%.FS• G•` FIXED PANEL 33 ATTACHMENT Z 36 11/21/2016 32 17 LUCAS A.TURNER,P.E. 8 FL PE#58201 1239JABARA AVE. 23 pNORTH PORT,FL 34288 63 0 0 8 O O O SHEET DESCRIPTION O-1574 ® BI® U 3 I �j�❑ ❑ am °❑1Da SECTION VIEWS s7 39 27 ALTERNATE SILL RISER VIEW DRAWN BY: DATE: SECTION VIEW A-A LIMITED TO+65 BLZ 05/06/16 NO SILL RISER DW677 REV NOTES: CWS-1150 1 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 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. SCALE, SHEET 1:3 2 OF 11 PARTS UST PARTS UST C`i'CIRlnL(yW/ ITEM PART# DESCRIPTION VENDOR MATERIAL ITEM PART# DESCRIPTION VENDOR MATERIAL 1 GLASS SEE THIS SHEET 51 S-2058 Screen,3-Track Sill Key nark Aluminum WINDOW SYSTEMS ia 2 H-6161 2-Track Sill Vision PVC 52 S-2059 Screen,Snap Cover Ke mark Alurninum 1900 SW 44TH AVE. 3 K6163 3-Track Sill Vision PVC 53 S-2070 Screen,Interlock Profile Alurninum OCALA,FLORIDA 34474 4 K6165 4-Track Sill Vision PVC 54 P-5477 Block,Anti-Lift Lawrence Nylon WWW.CWS.CC 5 H-6160 2-Track Head/Jamb Vision PVC 55 P-5559 Screw,#14 x 4"PH PN SMS Fastenal Steel 6 1+6162 3-Track Head/Jamb Vision PVC 56 P-4269 Screw,#8 x 1"PH PN Tek Fastenal Steel ` 8800 PVC 7 K6164 4-Track Head/Jamb Vision PVC 57 P-3556 Screw,#8 x 2.5"PH FL Tek Fastenal Steel SLIDING GLASS 8 S-2064 Roller Track Insert Ke mark Alumnum 58 P-4962 Screw.#8 x 3"PH FL Tek Fastenal Steel 25 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,#12 x 2 1/2"PH PN SMS Fastenal Steel MECHANICALLY FASTENED 11 S-6172 Cover.External Reinforcement/P-Hook Vision PVC 61 P-3609 Bumper,Panel Stop Parker Seals Rubber 1:6 12 S-6175 Track Filler,Frame Vision PVC 62 P-4291 Panel Stop Housing M&M Nyiori 3 13 K6166 Panel Stile/Rail Vision PVC 63 P-5479 Foam Block,Open Cell,0.844"x 0.531"x 1" Lamatek a� 14 H-6168 Interlock.Snap-On Vision PVC 64 P-5492 Gasket,Frame Assembly,2-Track _ _ Lamatek Butyl 15 H-6167 Astragal Vision PVC 65 P-5493 Gasket,Frame Assembly,3-Track Lamatek Butyl m m 16 H6170 Glazing Bead,I.G.,1" Vision PVC 66 P-54 m 94 Gasket,Frame Assembly,4-Track Lamatek Butyl 17 K2060 Sill Riser,2.875" Keymark Aluminum 67 P-4659 Dust Plug,1-1/4"x 3"x 0.5" Ultrafab 0LL Z 18 K2062 Sill Riser.4.067' Keymark Alum num 68 P-4366 Dust Plug,1"x 3"x 1" Utrafab Z O rA 19 P-5517 Panel Guide,Interlock Bear's Metal Alurninum 69 Screen,Spline Teem Plastics Rubber Lu j z 20 P-5558 Sup Channel,Bot Rail,Interlock Bear's Metal Aluminum 70 Screen,Cloth Lu � 21 P-5511 Cover,Panel Guide.Interlock Lawrence Ion 71 DuraseallG S cer Quanex Alum/B I V) a 22 P-5516 Bracket,Fixed Panel Bear's Metal Alurninum CORNERS num O IY THERMAL WELD W U 23 P-3300 Wtsp.,0.280"x 0.167"Back,Fin,Black Lltrafab 1'OVERALL 1'OVERALL1:6 OQ w 24 P-3438 Backbeddin .Purfect Glaze"H'Hot Melt Flenkel/Sika Silicone18-TEMPERED 18'TEMPERED < O 25 P-3514 Screw,#10 x 2"Ph Comb Hd Fastenal Steel 'AIRSPACE8 AIRSPACE Z 26 P-3587 Screw,#8 x 1"PH FL TEK-Roller AsmVMorbSe Lock Fastenal Steel ANNEALED HEAT STRENGTHENED , 27 P-3752 Hole Plug,0.500"Dia. Progress Plastics Ion 16 28 P-3789 Handle Set with Thumb Turn Amesburyor Roto J"LAMINATED "LAMINATED ,���` P 4oRE W T�,� 29 P-3792 Keeper Amesbury , 9 G -- --.-- ---- .105'PVB INTERLAYER 105"PVB ,JVP.•��GENgF.•Q,���' - 30 P-3793 Multi-Point Mortise Lock Amesbur — — INTERLAYER _ No 58201 •:9 31 P-4250 Screw.#10 x 2.5"PH PN SMS-Keeper Fastenal Steel 1 'ANNEALED + f :*E 32 P-5287 Tandem Roller Assy,2.125"Dia Wheel Amesbur 'HEAT STRENGTHENED :2; TAO :w 33 P-5438 Sem ng Blocks.0.090"x0.875"x 1.5" Franke Lowe Rubber STE F Z ?0 •T P 34 1+1769 ReinforcementInterlock Keymark Alurninum ;�c°S•�oRtQ• 35 K2068 Reinforcement,Astragal Ke mark Aluminum m 16 18 �i,��SfONA r¢N`�P 36 S-1775 Reinforcement,Lock Stile/Rails Ke ark Alumnum 33 GLASS BITE 33 b GLASS BITE 37 K2111 Reinforcement.HD,Interlock Keymark Alurninumz� 38 S-2071 Reinforcement.External,Interlock Keymark Alurninum 39 S-2069 Frame Insert,Installation Anchors Keymark Alurninum71 24 GLAZE H 71 24 PUFEGLAZE H LUCAS A.TURNER,P.E. RCT 11/21/2016 40 1+2063 P-Hook Keymark Alurninum S-2065 P-Hook Adaptor FL PE#58201 41 Keymark Aluminum 1239 JABARA AVE. 42 S-2048 Screen,Astragal Keymark Aluminum 13 13 NORTH PORT,FL 34288 43 S-2050 Screen,1-Track Heed Keymark Aluminum PH.941-380-1574 44 K2051 Screen,1-Track Jamb Keymark Aluminumfill SHEET DESCRIPTION45 S-2052 Screen,1-Track Sill Ke mark Aluminum U \Ifl 46 S-2053 Screen,2-Track Head K m mark Alunum BOM AND GLAZING DETAIL 47 S-2054 Screen,2-Track Jamb Keymark Aluminum GLASS TYPE A GLASS TYPE B DRAWN BY: DATE: 48 S-2055 Screen,2-Track Sill Keymark Aluminum - 49 S-2056 Screen,3-Track Head K Alurninum Alunum DESIGN PRESSURE BLZ 05106/2016 50 S-2057 Screen,3-Track Jamb Keymark Aluminum GLASS TYPE RATING WG p: REV: A +/-50 PSF CWS-1150 1 B +/-65 PSF SHEET 1:2 3 OF 11 O '8• 13 15 40 8• 17 81 QMMMSw 1 O D 1900 SW 44TH AVE. , �0❑a❑0�1E❑0❑ " WWW. FLORIDA 34474 WWW.CWS.CC 2-Track Sill-616116. 211• 4 ' 41 " 32 4' 880 PVC 16 • SLIDING GLASS O O O Sill Riser-2060 0] 3 DOOR-IMPACT 0 1 �0❑❑❑0❑❑❑0❑❑❑OU L V1 ❑ 6063-T6 � ui �� Sill Riser-2062 3-Track Sill-6163 Panel Head/Sill/Stile-6166 6063-T6 ? p Astragal-6167 P-Hook-2063 6063-T6 m m JL LT 11�O O O bg 84 . z o16 0 O 32 2 L 0❑❑❑O❑❑❑0❑❑❑0❑❑❑0� 2• 11 �— 39 w O z 0 2U' 2" DAM' a F w 4-Track Sill-6165 I Reinf.,Ext-Interlock a L Reinf.Frame-2069 w � 5�'� o00 41 005- 6063-T6 U r 1 �_2 • 6005-T6 < o 7� 24 14 P-Hook Adaptor-2065 � � 5 Lock Stile-2086 6063-T6 I 11' 1 z 1 6" O O 2 34 36 """REWrj•q. 2-Track Head/Jamb-6160 11 4" a, 1�" �• No 58201 Cover,Ext Reinf.& i 8 Hookstrip-6172 fl— ��: :x }" 10 ' ?0 STATE OF W: Cover,Interlock-6169 Reinf.,Interlock-1769A Reinf.,Lock Stile-1775 :O�.A' �3 g 37 6005-T6 6005-T6 F'•'' R t L C��.� 113, D }" �`1G" i5S" " CI O�4 O O 1 Uo❑❑❑o❑❑❑0❑❑❑08 � ��� � 6 2�' 35 �^ 11/21/201 �,O 6 3-Track Head/Jamb-6162 ller Track Insert-2064 ' Cover,Sill Track-6171 Ro 6063-T5 LUCAS A.TURNER,P.E. 10 g1" FL PE#58201 1 1239 JABARA AVE. 2 iB" NORTH PORT,FL 34288 E j11 7 1 PH.941-380-1574 116 Q 4 O O D p" 16 3 1" SHEET DESCRIPTION: - ❑Z-5❑a❑❑❑o❑❑❑a❑❑❑odL EXTRUSIONS Reinf.,HD Interlock-2111 4-Track Head/Jamb-6164 FA 6005-T6 DRAWN BY DATE: 12 13LZ 05/06/16 IG Glazing Bead-6170 Reinf.,Astragal-2068 DWG k: V. Track Filler-6175 6005-T6 CWS-1150 1 SHEET NOTE:ALL EXTRUSIONS ARE RIGID PVC UNLESS OTHERWISE NOTED. 1:2 4 OF 11 -1 45 r— 43 72 2ZMMsw 1900 SW 44TH AVE. 18• 1T9 OCALA,FLORIDA 34474 • l 16• WWW.CWS.CC Screen,1-Track Sill-2052 Screen,1-Track Head-2050 O O O E54- 8800 PVC � ]_ 1 SLIDING GLASS ] . =�t ,'��— as 22 DOOR-IMPACT 16 1T8 L ° Screen,2-Track Sill-2055 Bracket,Fixed Panel •, 6i Screen,2-Track Head-2053 P-5516 Qo st n as O O z m W 16 11• 'L_ 16 f 6' w 42 2 ^ I 3s II a > Screen,3-Track Sill-2058 aZLLI Screen,3-Track Head-2056 F 1aoffmEy 6rs 5' T8" F--17 z L RE4y A. Screen,Snap Cover-2059 4 ig' � 8" Block,Anti-Lift P-5477,Nylon GENSF•. Screen,1-Track Jamb-2051 Screen,Interlock-2097 I ;' No 58201 :�-P Screen,Astragal-2048 L j�" '9;• STATE OF :412 3 r ��T�•��O R 1L'-P•' �`� I2}^ 2t �� F— T- 1L 19 — G 11/21/2016 Screen,2-Track Jamb-2054 1"� -4201 u F LUCAS A.TURNER,P.E. nFL PE#58201 I 111 1239 JABARA AVE. I I II I III NORTH PORT,FL 34288 I I II 4 g F—III PH.941-380-1574 5 O 4° I I I III TS" I SHEET DESCRIPTION. I I 2 " I III I IIIII III I III EXTRUSIONS 'L�' . IIIII 1 III r==� °� LM DRAWN BY: DATE: Screen,3-Track Jamb-2057 II II I I III BIZ 05/06/2016 DWG#: R V.: CWS-1150 1 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. Panel Guide,Interlock-P-5517 Support Channel,Bot Cover,Interlock-Reint. SHEET scu Rail-Interlock-P-5558 P-5511,Nylon 1:2 5 OF 11 1900 SW 44TH AVE. OCALA.FLORIDA 34474 WWW.CWS.CC 4 8800 PVC O OLq H 9 9 H- 2 SLIDING GLASS O O O_ 0 (� O O� Oo �Io❑❑❑°D❑❑❑°DD O( Q DOOR-IMPACT X10❑❑❑0❑❑❑0❑❑❑DOC �O❑❑❑o❑❑UO❑❑❑0❑❑❑0� m ti; 2T Sill w/Riser 3T Sill w/Riser 4T Sill w/Riser 8�' 108• m m ' O N Z LL O it N Z O a o 9 9 oar 0 0 ❑ 0 0 11O°❑❑❑OD❑❑❑O0� O O 00 O O Q O �0❑❑❑0❑❑❑0❑❑�00 p � Z 2T Sill w/1T Screen 3T Sill w/1T Screen 1213' J `�,✓��REW 1� JOp.��CENSF•.'P,Lc��. v. No 58201 :9 STATE OF '41Z o ❑ 0 o 0 O oiF .�pp.Q. U.,. vessels. �0❑❑❑0❑❑❑0❑❑❑OD Uo❑❑❑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 1g 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: TRACK WIDTHS O Q DRAWN BY DATE: BBY 05/06/16 �ff��'�110 JL O 0 DWG#: REV.: �l°o❑❑iso❑❑❑°o❑❑❑000000 CWS-1150 1 4T Sill w/3T Screen SCALE SHEET 1.2 6 OF 11 P-H ANCHORS Q E NCH OK 6" °" PANEL-TYP ANCHORS 3'EDGE MAX �---{-6"MAX.TYP. n'p'—{I 4" TYP. I i '"( I r�iTYR I I �. I OF PANEL yVINDOYV SYSTEMS I I i i I I I ri ITYP. 1900 SW 44TH AVE. OCALA,FLORIDA 34474 I II I WWW.CWS.CC I II 12'MAX.O.C. MAX I II — 8800 PVC TMIP I II I SLIDING GLASS L I II I DOOR-IMPACT I II I I II I Lu I ^ ^ II ^ ^ mm O I II 1 z o I 11 Iof I II cwi0w 1 II MID-SPAN 1 Q. O II OFI o & PANEL I II _ I o vim, => a ii I=> i o I II I Oz EN FIXED PANEL CLIPS No 58201 NOTES: 'CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. (SEE NEXT SHEET FOR DETAIL) i 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 (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. 'Ox'. ,o 2 SHIM AS REQ AT EACH CONSTRUCTED OF HIGH DENSITY TIPLAON ST C OR BETTER.WOOD SHIMS ARE N0CHOR USING LOAD BEARING SHIMS.TIALLOWED.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL BE 0NA 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 10. ZZ 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 11/21/2016 BE PROTECTED TO PREVENT REACTION. LUCAS A.TURNER,P.E. FL PE#58201 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 10. NORTH PORT,FL 34288 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 SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND 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: 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. BLZ 05/06/16 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 10. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-1150 1 FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET 1:20 7 OF 11 i 20=mswINTERLOCKS EASTRAGAL 21"O.C.MAXPANEL P-HOOK 6^TYP. TVP. I 6'TYP. WIDTH 3'TYP. f-- 3'TYP. I 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC s 1YP. I 8800 PVC SLIDING GLASS WOOD SUBSTRATES 2}�' DOOR-IMPACT 2T SILL ONLY 2T JAMB P. na c 3 F INTERLOCKS ¢❑ ASTRAGAL PANEL P-HOOK 61 TYR 21'O.C.MAX 6^TYP.�1 WIDTH ♦~4^TYP.--I 4•TYP TVP. m m OZ U- O cc rn w > 3'TYP. 5. 6'TYP. 4" 0 ui K TYR 0 o ❑ (� ❑ w Q O 'TYP. / 1 Z �•TYP. — 3T JAMB TYP. 1;^ a`NOREI•y 3T SILL �PS•v�GENSP G�'v c ' No 58201IL INTERLOCKS �••�6^TYP. PANEL ASTRAGAL , WIDTH P-HOOK 6^TYP. 21.O.C.MAX 9^; �a STATE OF W: �—4"TYP. 4^TYP. —�` TYP. F'•.A",C O R 1 L',P' ��: ���SS•��NA✓�/ANG` 8"TYR 4}. 11/21/2016 TYP LUCAS A.TURNER,RE.a TYP. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: ANCHOR PATTERNS 1 (JAMB&SILL) TVP. 4T SILL 4T JAMB -�P DRAWN BY: DATE. BLZ 05/06/16 DWG#: REV.: CWS-1150 1 NOTE:4=CENTERLINE OF INTERLOCK OR ASTRAGAL ALES SHEET CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. 1:5 8 OF 11 f INTERLOCKS .I //// ASTRAGAL I�LI�/I,_�-IC//iJj{, ( HOLE PATTERN P-HOOK WINDOW SYSTEMS FOR ANTI-LIFT SW 44TH AVE. 6'TVP.--{ PANEL BLOCK ANCHORS 1--4'TYP—1 11900 900 S FLORIDA 34474 WIDTH WWW.CWS.CC 8800 PVC SLIDING GLASS 1"TYP ---- --- DOOR-IMPACT W TYP ' P. 2T HEAD 4•TVP ui C INTERLOCKS E HOLE PATTERN ASTRAGAL Y PANEL FOR ANTHJFT 6'TYP. P-HOOK m m WIDTH BLOCK ANCHORS F^4"TVP. 4'TYP. 0 FA U. O a: A e . . .0 IJ Z 1 92 L2 Ul a E 0 0. 4'T" Q TVP. 0 0 C 1"TYP Z pAO RE 3T HEAD N. 58201 :9 f INTERLOCKS PANEL HOLE PATTERN ASTRAGAL �6"TYP WIDTH FORANT4uFT P-HOOK BLOCK ANCHORS I..4'TYP. 4"TYP. �i�tC•A,C O R 1 O�••?��, go 10 0 1 ZZ 11/2v2o1s lz 4 TYP.; LUCAS A.TURNER,P.E. "- -" FL PE#58201 1239 JABARA AVE. 0 0 0 NORTH PORT,FL 34288 I PH.941-380-1574 0 o SHEET DESCRIPTION: 1"TYP ANCHOR PATTERNS ---— (HEAD) DRAWNBY'. DATE: 13LZ 05/06/16 4T HEAD CWS-1150 1 NOTE:E=CENTERLINE OF INTERLOCK OR ASTRAGAL SHEET CIRCLED ANCHOR LOCATIONS RED D ONLY IN WOOD INSTALLATIONS. 1:5 9 OF 11 2 TRACK HEAD ANCHORAGE INTERIOR 1/4"MAX WINDOW SYSTEMS MIN.EDGE DIST. SEE LAYOUT ON SHT 9 1900 SW 44TH AVE. SEE TABLE 1 39,FRAME INSERT REQ'D AT OCALA.FLORIDA 34474 ALL FRAME ANCHOR LOCATIONS 39,FRAME INSERT REQ'D WWW.CWS.CC �O AT ALL FRAME ANCHOR SUBSTRATE LOCATIONS BY OTHERS MIN.EMBEDMENT 8800 PVC SEE TABLE 1 SEE TABLE 1 SLIDING GLASS BYRNSTAL ER SEALANT �� O8� �❑ Q DOOR-IMPACT SEE LAYOUT INSIDE AND OUT •MAX, ON SHT 8 SHIM e� MIN EDGE DIST p SEE TABLE 1 PERIMETER SEALANTm m INTERIOR COMPLIANT WITH MMA 800 Z BY INSTALLER INSIDE AND OUT O INSTALLATION ANCHOR Z_ O'. SEE TABLE 1 SUBSTRATE BY OTHERS MIN EMBEDMENT a: F' SEE TABLE 1 SEE TABLE 1 w Z SEALANT BETWEEN SILL �� d O RISER AND FRAME BY ( of 1 HORIZONTAL SECTION a IN 9 O 0' 2 TRACK JAMB ANCHORAGE W 0 PERIMETER SEALANT6BIQBY INSTALLERINSIDE AND OUT ZDO NOT COVERWEEP HOLES MIN.EMBEDMENTSUBSTRATE SEETABLEI PT4�BY OTHERSG �SEETABLEI ;VP.•�� SF•.�,� MIN.EDGE DIST. 39,FRAME INSERT REO'D AT No 58201 SEE TABLE 1 ALL FRAME ANCHOR LOCATIONS i; # '*= =V: 2. 0:.• STATE OF :4u X o A VERTICAL SECTION �;i�S•�ORtOP•G\�,�� 9 2 TRACK SILL ANCHORAGE ....... N PERIMETER SEALANT COMPLIANT WITH AAMA 800 Z� BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE I 11/21/2016 MIN.EDGE DIST. LUCAS A.TURNER,P.E. EE TABLE 1 FL PE#58201 1 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 MMI.EMBEDMENT MIN.EDGE DIST. rza ` IT SHEET DESCRIPTION: CONCRETE(2.0 KSI MIN.) 114"ITW TAPCON 1-1/2" 4" CONCRETE(2.85 KSI MIN) 1/4"ELCO ULTRACON 1-3/4" 2-1/2" HOOKSTRIP INSTALLATION DETAILS 2X MIN SOUTHERN PINE(G'0.55) 1/4"ITW TAPCON OR 1-3`8' 7,9' 2 TRACK ELCO 2X MIN.SOUTHERN PINE(G=.55) 012 WOOD SCREW 1-3'8" 718" a"MAX.SHIM DRAWN Y: DATE: 16 GAUGE(0.060')AIN. #12-14 HILTI KWIK-FLEX OR ITW FULL THREAD BLZ 05/06/16 STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0080" 12 DWG#: REV. 118'ALUM.(8083-T5 MIN.)OR 012 GRADE 5 SELF-TAPPING/ FULL THREAD C HORIZONTAL SECTION CWS-1150 1 1 6"STEEL 133 KSI MIN.) DRILLING SCREW THRU 0125 1Q" 9 HOOK STRIP S L HOOKSTRIP OR JAMB FRAME ONLY. 114"ELCO ULTRACON t-3'4' T::2-1/2' 1.3 SHEET HOLLOW OR GROUT-FILLED CMIJ ASTM C-90 10 OF 11 3 TRACK HEAD ANCHORAGE i/4"MAX 39,FRAME INSERT REQ'D AT INTERIOR SEE LAYOUT ALL FRAME ANCHOR LOCATIONS MIN.EDGE DIST. ON SHT 9 39,FRAME INSERT REQ'D 900 SW 44 SYAVE. SEE TABLE 1,SHT 10 �Q 1900 SW 44TH AVE. AT ALL FRAME ANCHOR SUBSTRATE LOCATIONS OCALA.FLORIDA 34474 BY OTHERS W W W.CWS.CC SEE TABLE 1.SHT 10 MIN.EMBEDMENT D SEE TABLE 1,SHT 10 PERIMETER SEALANT - - I�tjl 8800 PVC BYNSTALLER EXQL-I❑ INSIDE AND OUT 'MAX o SLIDING GLASS SHIM OCl SON SHT 8T DOOR-IMPACT INSTALLATION ANCHOR INTERIOR SEE TABLE 1,SHT 10 w F SEALANT BETWEEN SILL RISER AND FRAME BY ❑ 0 INSTALLER PERIMETER SEALANT O O O MIN EDGE DIST } BY INSTALLER O O o� SEE TABLE 1 SHT 10 m m INS DE AND OUT O N DO NOT COVER PERIMETER SEALANT IL 2 WEEP HOLES COMPLIANT WITH AAMA 800 ? 0 SUBSTRATE MIN.EMBEDMENT 1BY INSTALLER INSIDE AND OUT D_ N SEE TABLE 1,SHT 10 W > BY OTHERS SUBSTRATE U Z W SEE TABLE 1,SHT 10 BY OTHERS MIN EMBEDMENT Q IY 39,FRAME INSERT SEE TABLE 1,SHT 10 SEE TABLE 1 SHT 10 h a MIN.EDGE DIST, SEE TABLE 1,SHT 10 SEE LAYOUT ON SHT 8 REQ'D AT ALL FRAME �� W ANCHOR LOCATIONS [ r 1 HORIZONTAL SECTION p `VERTICAL SECTION N ^10 10 3 TRACK JAMB ANCHORAGE p w --{I 3 TRACK SILL ANCHORAGE 114.MAX Q pINTERIOR I Z MIN.EDGE DIST. 4 TRACK HEADEE LAYOUT 39,REQ'FRAME nT ALL FRAME o� AT ALL FIRAME ANCHORE INSERT �` P3.40RE IV�j'i�' SEE TABLE 1,SHT 10 ON SHT 9 AN LOCATIONS LOCATIONS �� �j G MIN.EMBEDMENT 'v 7 No SB201 :�9 SUBSTRATE SEE TABLE 1,SHT 10 ; BY OTHERS SEE TABLE 1,SHT 10 '�' 'Ir PERIMETER SEALANT - Q© SEE IAYOUT iO,A•..c p;'��: BY INSTALLER ��E3�� O�©� ®�1 ON SHT B :E`S•.<,o R 1�•��,`�` INS DE AND OUT 0SHIM INSTALLATION ANCHOR INTERIOR 0 11/21/2016 SEE TABLE 1,SHT 10 SEALANT BETWEEN SILL LUCAS A.TURNER,P.E. RISER AND FRAME BY FL PE#58201 INSTALLER MIN EDGE DIST 1239 JABARA AVE. PERIMETER SEALANT O 0 QE SEE TABLE 1 SHT 10 NORTH PORT,FL 34288 BY NSTALLER O O O O PH.941-380-1574 INSIDE AND OUT ��� aDU❑ E01 SHEET DESCRIPTION: DO NOT COVER WEEP HOLES MIN.EMBEDMENT INSTALLATION DETAILS SUBSTRATE SEE TABLE 1,BHT 10 PERIMETER SEALANT 3&4 TRACK COMPLIANT WITH HAMA SIX BY OTHERS BY INSTALLER INSIDE AND OUT DRAWN BY: DATE: SEE TABLE 1,SHT 10 SUBSTRATE BLZ 05/06/16 39,FRAME INSERT BY OTHERS MIN EMBEDMENT MIN.EDGE DIST. SEE LAYOUT REQ'D AT ALL FRAME SEE TABLE 1 SHT 10 DWG#: REv.: SEE TABLE 1,SHT 10 ON SHT B SEE TABLE 1,SHT 10 ANCHOR LOCATIONS G HORIZONTAL SECTION CWS-1150 1 [ SHEET E l VERTICAL SECTION 10 4 TRACK JAMB ANCHORAGE SCALE: 10 4 TRACK SILL ANCHORAGE 1.3 11 OF 11