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HomeMy WebLinkAboutPRODUCT APPROVAL SLIDING EXTERIOR DOOR ASSEMBLIESComments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method [a7 Custom Window Systems Inc. 1900 SW 44th Avenue Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Jay Lathrop jlathrop@cws.cc Jay Lathrop 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Jay Lathrop 1900 SW 44th Ave, Ocala, FL 34474 (352)368-6922 Ext291 jlathrop@cws.cc Exterior Doors Sliding Exterior Door Assemblies 51i, � 41--- Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lucas A. lUrner Evaluation Report Florida License PE-S8201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 10/03/2028 Validated By Steven M. Urich, PE IS Validation Checklist - Hardcopy Received Certificate of Independence F1-20838 R4 COL IyalReport1150B.pd Referenced standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E 1666-13a Zola ASTM E 1996 2017 TAS 201/202/203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect https./Akww.florldabuliding.org/pr/pUpp.d.aapx?param--wGEVXQwtDgtbxPgODTr%2bXw3llhpg57t2f)BzVSPZHRVYCZDgsggdpuw%3d%3d 112 5/11/2021 Florida Building Code Online FL2 i838 R4 Ealliv 8800 LM Eaplyaiency pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2020 Date Validated 08/10/2020 Date Pending FBC Approval 08/18/2020 Date Approved 10/13/2020 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 Installation instructions Approved for use in HVHZ: Yes FL20838 R4 II CWS-11508.pdf Approved for use outside HVHZ: Ye Verified By: Lucas Turner FL PE 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Impact vinyl sliding glass door with light FL20838 R4 AE Eval ftort1150B.pdf reinforcement, standard sill riser, and annealed laminated glass Created by Independent Third Party: Yes to +/-DP50, Design pressure +/-65 wltH light reinforcement, standard sill riser, & heat strengthened laminated glass, 20838.2 SGD 88DO I Sliding Glass. Door 8800 Series - 5' X 8' Panels Limits of Use Installation Instructions Approved for use in HVHZ; Yes FL20838 R4 II CWS-1151B.Ddf Approved for use outside HVHZ: Yes Verified By: Lucas Turner FL PE 58201 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +801-80 Evaluation Reports Other: Impact vinyl sliding glass door with heavy FL20838 R4 AE EvalReport1151B.o� reinforcement and high sill riser to +/-DP80. Created by Independent Third Party: Yes 20838.3 SGD 8800 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes impact Resistant: Yes Design Pressure: +65/-65 Other: Impact vinyl sliding glass door wit heavy reinforcement and standard sill riser to +/-,DP65. Sliding Glass Door 5800 Series - 4' X 10' Panels Installation Instructions FL20838 R4 II CWS-1152B.pdf Verified By: Lucas Turner FL PE 58201 Created by Independent Third Party: Yes Evaluation Reports FL20838 R4 AE Eval portI 52B.pdf Created by Independent Third Party: Yes Back next contact -Us ::I2601 BI-alr-StangRoad. Tallahassee FL 32399 Phone: 850-487-1824 The state of Florida Is an AA/EEO employer. CCoopjlyjaht 2007-2013State of Florida. ;; Privary Statement :: Accessibility Statement ;; Refund Statement I 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 o;by tradition.] 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 th licensee. However �ma11 addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address whlch can be made available io the public. To determine If you are a licensee under Chapter 455, KS, please click hgne . Product Approval Accepts: M ®f Wei '• . • securitymF1.1mcs. 212 12D' MAX. UNIT HEIGHT 1 P HE] SLIDING GLASS DOOR - LARGE MISSILE IMPACT 185+� 4 PANEL WIDTH• A� POCKET TABLE C F CONTENTS GENERAL NOTES & ELEVATIONS. -A SECTION VIEWS..._........_.......____.2 BON&GLAZING DETAL........._.......3 EXTRUSIONS ...... TRACK WIDTH&...._._ ......... 6 ANCHOR SCHEDULE & NOTES.._._J ANCHOR PATTERNS—_---." INSTALLATION DETAIL8...._—.10-11 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AND IS RATED FOR USE IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1995 PER THE FBC. 2. GLAZING OPTIONS: (SEE SHEET 3) 3. APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT LIMITED TCc "XO",'OX•, - ", "OXO', "XXX",-OXXO-, wow, "PX", "PXX".'P)0Or,'PXKW.'PXXP",-PX)=P*, "PX)0000(P", 'P)OOCXX)0O 2 TRACK, 3 TRACK, 4 TRACK 4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E1390-040/09. g -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES �ti ASTM E-1300-04e01/09. 5.ANCHORAGETHE331/81A STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10-11 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.5 WAS USED FOR WOOD ANCHOR CALCULATIONS. 0. PROD UCT APPROVED FOR IMPACT USE. SHUTTERS ARE NOT REQUIRED. 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER, VENTS ARE PROCESSED AND THERMAL WELDED TOGETHER. S. SERIES 1 MODEL DESIGNATION SGO-8800. A 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X= OPERABLE SASH, O = FIXED SASH, P = POCKE7MOOKSTRIP 10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR LOCATION. 11. WEEP SLOTS =112" x 1' LOCATED @ BOTH ENDS. MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING 48-15/10" x 117-31W +1-65 PSF LARGE MISSILE '(4) PANELS SHOWN; HVHZ LIMITED TO MAX. (9) PANELS. OUTSIDE HVH7- UNLIMITED NUMBER OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. Lucas Turner 2020.08.10 12:01:48 -05,00, 1900 SW 44TH AVE. OCALA FLORIDA34474 VAVW.CWS.CC 8800 PVC SLIDING GLASS DOOR - IMPACT STATE OF 8/8/2D20 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Tm TrI Camden, TN 38320 PH. 941-300-1574 GENERAL NOTES AND ELEVATIONS BLZ 05117/18 NG S: REV.: CWS-1152 B :ALF: SHEET 1:25 1 OF 11 FIXED PANEL ATTACHMENT 17 b�EM El go 8�EEC ALTERNATE SILL RISER VIEW LIMITED TO +65 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cw&Cc 8800 PVC SLIDING GLASS DOOR - IMPACT z � az3r mW zOz w1-ozW awg 0a§M 0w 3mm xowp0 cn Z�>-Z JJW �ZUfriZ�Uri ZCD pwW Yw-- It]Ix-O �2�Y a ��wN ,,if No_ 58201 "--:- put eTA7EOF 8/6/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc TM Camden, TN 38320 PH. 941-380.1574 ETD6CRIPTIOM SECTION VIEWS AWN sr. DATE: 6LZ 1 06/17/16 ITEMS NOT SHOWN FOR CLARITY: NOTES: ICWS-1152 81) INSTALLATION WINO SILL RISER ALLOWED TO THE FULL DPS INDICATED ABOVE, IN LOCATIONS WHERE WATER INFILTRATIOM RESISTANCE scaF 20, 2428, 31, 55-58, 61-62, 84-66 IQ Kln7 o=ll !— ci inu AC 01 T A1f1Y i i.niYrn Y� i n�r.il unf nv ....... - �.� ... ..�....... �. SHE 1:3 1 2 OF 11 D- x LLi M PuRe x 2" Ph 'IY J Vto -I .125" Dia V x 0.87S' x Aluminum #8 x3" PH Frame -$ AIRSPACE 8'HEATSTRENGTHENED - J" LAMINATED A90 SGP ItTrMLAYER QUANEX DURFLSEALor, CARDINALXL EDGE or, KODISPACE 4SGTPS I.G.SPACER S GLASS BETE 24 PURFEW C AMH. SKAFLEX5SZ 98 W tCH o MS 1900 SW 44TH AVE. OCALA, FL-ORIDA34474 www.CWS.CC 8800 PVC 25 SLIDING GLASS FRAMECORNERS DOOR - IMPACT MECHANICALLY FASTENED L'B Z $ Qz3: owo 0 zoz ��R- L z Fcr)w� ,�rx �5 X=M cewoo 0 'Var=-uric i oo�ZZIm- } LL�02? �G 0rrZ 'SO o m 99)a rJu r»w PANEL CORNERS ILz= 0 W m K 0 2 W I- Go y THERMAL WELD to d xwx W F a 0' a • SETTING BLOCKS PER FBC 2411.3.3.1 No. 58201 STATECF SIM2020 LUCAS A. TURNER, P.E. FL PEtf58WI 2428 Old Natchez Trc Trl Camden, TN 38320 PH. 941-380-1574 HEFT DESCRIPTION: BOM AND GLAZING DETAIL RAWN BY: DAT BLZ 05117/2016 WGA: REV_ CWS-1152 B caLE SHEET 12 3 OF 11 re•_� 0 � t 6• Un�Di=`7DU❑I0Iry 2-Track Sill - 6161 r a" — oI^D iouoU� 0 ��3 lI0CJD2___S�❑D�O❑❑�OB 3P" 3-Track SIII -6163 10 a 4 o o a 932 4-Track Sill - 5165 r�&- L] i,6' jr-1 0�.=, i�❑08 2-Track Head/Jamb -6160 8 a" 1i- 6 0 O �IoDD❑o❑�❑oDE1❑H0H 12' 3-Track Head/Jamb - 6162 10 e" Panel Head/SIUSW9-6166 Interinck-6168 J�1 24"— 9 Cover, Ext Reim 8 11 Hookslrip - 6172 112. �4 7 ll 0 H W D 3, I� DD=," ❑0❑�❑o❑D❑o8 4-Track Head/Jamb- 6161 NOTE: ALL EXTRUSIONS ARE RIGID PVC UNLESS OTHERWISE NOTED. Astragal - 0167 1-- 2 s --{ — P-Hook Adaptor - 2065 6063-T6 10 Cover, Interlock - 6169 S. —" 6 9 dti IerTracklnsert-2064 Cover, Sig Track- 6171 6063•T5 L—r—t V 1" 16 g• 4, t2 IG Glazing Bead - 6170 Track Filler - 6175 40 �3. I. �ill5L4Ayfy® 18 17 WINDOYy SYSYEMS 3• 1800 SW 44TH AVE $ OCALA, FLORIDA 34474 W W W.CWS.CC 16 ,6" 20 8800 PVC LT is 16 SLIDING GLASS Sul Riser -20sa DOOR - IMPACT 6063-T6 5 z 3 aZR: Sil[Riser-2062 p n ¢ o w 6063-T6 Z o z o _ P-Hook-2063 3 W 3> 0 3 z 611046 Z � a1u: O p O O10 0a ;a V Urp�Z F 38 O Z V ra Z O 0 V Relnf., Ext-Interlock Reint, Frame - 2069 -2071 6063-TS 60D5-T6 Reinf., Astragal -2068 6005 T6 �1 e• 36 1 � a' Relnf.. Lock Stile -1775 600.5-T6 1 e" 37 8• 2 to Refnf HD Interlock - 2111 6005 TS � I zrnw"'5.jso - a r a rc D. `gyp No.08201 STATE OF jNA��t�p�� 816/Z020 LUCAS A. TURNER, P.E. FL PE # $8201 2428 Old Natchez Trc Td Camden, TN 38320 PH. 941-380-1574 1EET DESCWTION: EXTRUSIONS RAWN Br. DATE 13LZ 05/17116 oa - CWS-1162 B 'er c' SHEET 1:2 40FIl 45 1155 Screen, 1-Track Sill - 2134 _� 40 16 �. T— Screen, 2-Track Sill - 2055 i 66 51 16e 16 Screen, 3-Track Sfll - 2058 i1„ v 16 � �1p �— sz Screen, Snap Cover - 2059 �4 s 47 t� 1fi� j_ Screen, 2-Track Jamb - 2054 1 ls 50 T- 18 Screen, 3-Track Jamb - 2D57 B lit 16 Screen, 1-Track Head/Jamb - 2135 1 n 46 '76 1 Screen, 2-Track Head - 2053 �` to 49 , 6• Screen. 3-Track Head -2056 1a 42 1a �v Screen, Astragal - 2134 NOTE: ALL ALUMINUM EXTRUSIONS ARE 6063-Tr) UNLESS OTHERWISE NOTED. 2-1- Screen, Interlock -2D97 r Panel Guide, Interlock - P-5517 Bracket, Fixed Panel P5516 illll■ri[Orn�ii[ i`,i�l _ 54 is [r= M�Iflrfl Ij III III I U RIB" Support Channel, Bot Rail - Interlock - P5556 Block, Anti -Lift P5477, Nylon 4 r==� 11 II Cover, interlock - Reinf. P-5511, Nylon 1900 SW 44TH AVE OCALA, FLORIDA 34474 W W W.CWS.CC 8800 PVC SLIDING GLASS DOOR - IMPACT ,QI� No. $8241 A STATE 816/2020 LUCAS A. TURNER, P.E. �l FL PE#68201 2428 Old Natchez Trc Td III III Camden, TN 39320 PH.941-380-1574 u sHEETDEscwenoN: nl EXTRUSIONS III I DRAWN BY: DATE 13LZ 05/17/2016 DWGY: REV- CWS-1152 B sCatE; SHEET 1.2 5 OF 11 2T Sal w/Rlser 2T S81 w/ 1T Screen 3D 3T S41 w/ 2T Sawn 3T 518 w/Rlser 4T Sig w13T Screen 3T S41 w/1T Screen 1900 SW 44TH AVE. OCALA, FLORIDA34474 wWW.CWS.CC U 4's 8800 PVC H 62 SLIDING GLASS O on Q DOOR - IMPACT ❑ I 00❑E 5°a❑Dt�0 a °o w 4T Sif w/Riser z O Z 0� - g }- Z ZTgQ �S 0 Cro ar'r�°rr U Uy�ZR�a OZVN5ZOu- Y 43r�,r�i D? 4T SIII w11TScreen Z lu DC wz No.58201 8VATEOF 8/6/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trs Trl Camden, TH 38320 PH. 941-360-1574 KEEt DESCRP IOM TRACK WIDTHS RA N BY: DATe BlZ 05/17/16 WGM REV.: F •t152 B SHEEP 2 6 OF 11 6" 6" v MAX. TYP. TYR /`1 F /'•s 1 21' MAX TYP t 4. P-HOOK 7YP ANCHORS Qa rL ANCHORS 3"FR[.!= YP �TYP. PANEL 7YP PANEL l r I I I I I I I I II � 1 I I n I I II II _ I I I I u II I I I 11 I ,.SM,u . , 12" MAX O.C. "CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. (SEE NEXT SHEET FOR DETAIL) FIXED PANEL CLIPS NOTES: 1. INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION (SEE LAYOUT DETAILS ON SHEETS 8 & 9). EXCEPT FOR 2TSILL S WOOD INSTALLATION LOCATIONS. SEE SPECIAL LOCATIONS AND SPACING FOR 2T SILL (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. Z SHIM AS REQ ATEACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX. ALLOWABLE SHIM STACKTO 13E 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, SEETABLE 1, SHEET 10. 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 BE PROTECTED TO PREVENT REACTION. S_ INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATKJN INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1, MEET 10. S. ANCHOR EMSEDMEMTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU 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 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE INSTALLATIONS TO HOLLOW CMU REQUIRETHE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7. AMINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR SOLD CONCRETE, 6" FOR CMU MASONRY,1" FOR WOOD AND METAL 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 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 10. CONCRETE AND MASONRY SUBSTRATES MAY NOT BECRACKED. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAEAAMA100(FINWINDOWS),FMAIAAMA200(FLANGEWINDOWS), FMATWDMA250(BOXWINDOWS),FMA/AAMNWDMA300(EXTERIORDOORS) wlNDlow slrsTets fr 7 om 1SD0 SW 44TH AVE. OCALA, FLORIDA SM74 , WWW.CWS.CC 8600 PVC SLIDING GLASS DOOR - IMPACT ¢_ ? az0 _ agoo awzu9 n~z2Zdo~CWpp 0 01-0 ayFK U UfA�zdF-M EL gO Zj;-ZI-.D0 0ZU � Z0b- Q O�U�Zai a Zmu�l�p0ryCL ill- 1 t CL Q N No- 519201 -z—a*z: iSTATEOF 8/8/2020 LUCAS A. TURNER, P.E. FL PE A 58201 242801d Natchez TmTd Camden, TM 38320 PH. 941-380-1674 ANCHOR SCHEDULE NOTES BLZ 05/17/16 G 0. REV-, CWS-1152 B :ALE: SHEET 1:25 7 OF 11 E TYP. E PANEL WIDTH 2T SILL 3T SILL 4T SILL INTERLOCKS ASTRAGAL P-HOOK L INTERLOCKS ASTRAGAL P-HOOK 4"TYP.- 4 ONLY 4 INTERLOCKS ASTRAGAL P-HOOK CIRCLED ANCHOR LOCATIONS REQ'O ONLY IN WOOD INSTALLATIONS. 21' O.C. MA% TYP. 1900 SW 44TH AVE. OCALA, FLORIDA 34474 w W.CWS.CC 8800 PVC SLIDING GLASS DOOR - IMPACT 2 ? (zo W U" µµ!! pp QrZtil O w aw�rz°at3x O U O~O<QLu00 UTt�,a. mam. O Z—— Z 7 y < �zUyzOLLU }'OOOZ �t 0 O cc N ❑..J w a. 0 2 r a. CC L ND. a8201 8/8/2020 LUCAS A. TURNER, P.E. FL PE # 68201 2428 Old Natchez Trc Td Camden, TN 38320 PH. 941-380-1574 GFEETDESCRVnON: ANCHOR PATTERNS (JAMB & SILL) VpAvm BY: DATE IYK BLZ 05/17/16 OWG . CWS-1152 B NOTE:=CENTERLINE OFINTERLOCK ORASTRAGAL + SHEET 1:5 8 OF 11 e TYP. HOL£PATTERN FORAM-LM-T BLOCKAYCHORS 2T HEAD INTERLOCKS ASTRAGAL P-HOOK c INTERLOCKS 3T HEAD ONLY c _.`.. INTERLOCKS ONLY 4T HE4D '' CIRCLED ANCHOR LOCATIONS READ ONLY IN WOOD INSTALLATIONS. WO SW 44TH AVE. OCALF, FLORIDA 34474 WWW.CWS.CC 8800 PVC SLIDING GLASS DOOR - IMPACT z aZ�: Q1pa o ZOZ o-- F Z Zoo Woo �Ly-u�ia U z por�ZZ�v- a ZVoZOu.V k 8 9 O F at gg§ Z Lu 2 ZOT Nxx`^NCL O".L�nW d p wt-O -mm a T- m T ? 0-. No. 08201 816/2020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez Trc Td Camden, TN 38320 PH. 941-380-1574 GF£ET DESCRIPTI ANCHOR PATTERNS (HEAD) DRAYVN BY: DATE BLZ W17116 D'NG-It - REV.: CWS-1152 B NOTE:42=CEaERLINEOFINTEMOCKORASTRAOAL SCALE SHEET 1:5 9 OF 11 MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS SEE TAB: LE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION SE TABLE 1 PERIMEr ER SEALANT BY INSTALLER INSIDE AND OUT DO NOT COVER WEEP HOLES SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EDGEDIST.. SEETABLE 1 2 TRACK HEAD ANCHORAGE SEELAYOUT ON SHT9 39, FRAME INSERTREO'D AT ALL FRAME ANCHOR LOCATIONS / MIN. EMBEOME14T I SEETABLE 1 I- MAY SHIM INTERIOR SEALANT BETWEEN SILL RISERAND.FRAMESY— INSTALLER j / MIN. EMBEDMENT SEE TABLE 1 39, FRAME INSERTREOII AT ALL FRAME ANCHOR LOCATIONS VERTICAL SECTION 9 2TRACKSILLANCHORAGE 2X MUT, SOUTIiERN PINE( 0� ELCO ULTRACCN �, 13B' 716' 2XMUN.SOUTHERNFINE 912WOODSCR:W 131W 7AP 16 CAME(0.060) MIN. STEED. 6lUDf33 KS) YIELD M14 912-14 HILT( KMK41XXCR TIW TEKSSELFDRIWNGSCREW FOLLTHREAD THRUO.OSO, 1NP ALUM (608Si6 MIN) OR ITS` STEEL (33 KBI MUL 012 GRAVE 5SELF-TAPPING! ORILUNGiSCREW 1i1LL1T02EAD tHRUO.125' �, NOOICSTRlP OR dANH rTWNEON.Y: iW ELCO ULTRACON 1314' 2-1Tr INTERIOR 11--1/4'MAX 39, FRANIS INSERT REO'D ATALL FRAME ANCHOR LOCATIONS ISDO SW 44TH AVE. OCALA, FLORIDA34474 WWW.CWS.CC 8800 PVC a SLIDING GLASS SEE LAYOUT DOOR - IMPACT ON SHT 8 Q z 3 ¢Z0 [� Z u9 o a Ow o� MIN EDGE DIRT SEE TA13LF I LL Z F W F-�� i z ZX2< IL AMPLIANT WITH 800 U U Co_ � Z F m E- z NSTALLER INSIDE AND OUT z V ZO C7 SUBSTRATE BY OTHERS SEE TABLE 1 MIN EMBEDMENT `7a �' ¢ p O Y O Z SEETABLE 1 —�—' O LL NOS fA ... t"B HORIZONTAL SECTION a z = aau Dom, O C13 r EL = 9 2TRACK JAMB ANCHORAGE t r a a 3: L PERIMETER SEALANT COMPLIANT WITH AAMA 900 BY INSTALLER INSIDEAND OUT SUBSTRATE BY OTHERS SEETASLE 1 INSTALLATION ANCHOR SEE TABLE I NON. EDGE DIST. EE TABLE 1 MML EMBEDMENT , SEE TABLE 1 4" MAX. %C1 HORIZONTAL SECTION 9 HOOK STRIP No. 58201 ST'ATEOF .'NstAtA 8/612020 LUCAS A. TURNER, P.E. FL PE # 58201 2428 Old Natchez TicTd Camden, TN 38320 PH. 941380-1574 iEET DESCRIPTION: INSTALLATION DETAILS 2 TRACK TAYUN BY: DATe BLZ 0&17116 NG9: REV.: . CWS-1152 B ALE SHEET 1:3 10 OF 11 3TRACKHEA13ANCHORAGE 39, FRAME INSERT REQDAT 114" MAX INTERIOR �JjJ(� V- 13R31il 0" MBV.EDGE DI ST, SEE LAYOUT ALL FRAME ANCHOR LOCATIONS WINDOW SYSTEMS SEE TABLE 1, SM 10 ON SHT9 e� 39, FRAME INSERTREO'D CHO 18005VY44TH AVE. SUBSTRATE LOCATIONS�R OCAIA, FLORIDA 34474 BYOTHERS WWW.CWS.CC SEE TABLE 1, SHT 10 MIN. EMBEDMENT SEE TABLE I. BHT TO ❑ 7 $$QO PVC BY INSTALLERIMETER SEALANT SLIDING GLASS INSIDE AND OUT BFi a❑ SEELAYOUT DOOR -IMPACT o ONSHTB z � oO INSTALLATIONQZINSTALLATION ANCkaR INTERI SEE TABLE 1, SHT 10 SEALANT BETWEEN FILL] 0 W ¢ Z if RISERANDFRAMEBY INSTALLER ❑ Cl G } O m Lu z F 2 2 aO MIN EDGE DIST O O O¢ .0 O O F'ERIMETEFtSEALAM1IT' O O O o SEE TABLE 1 BHT 10 I- F a a. BY INSTALLER © old o LT m F-- D) -' co Z INSWEANDOUT DO NOTCOVER i �°�❑ ❑�� PERIMETER SEALANT 0 Z Z Z F-. a UJ O O p tl--:)0- WEEP HOLES COMPLIANTWTFHAAMA 880 } Z G LL O Y O? AN. EMBEDMENT BY INSTALLER INSIDE AND OUT SEETABLE 7,SHT 10 ,�yO 0 2 BY OTHERS SUBSTRATE Q p 1- }:5 6EE TABLE 1,SHT 10zzzz BY OTHERS MIN EMBEDMENT SEE TABLE 1 BHT 10 a p0 D. N W fnSEETABIE ? = a O rn MEN. EDGE DIST, 39, FRAME INSERT 1, SHT 10 = N 0 O_ R E > SEETABLE f, SliT10 SEE LAYOUTON SHTS RECDATALLFRAME ANCHOR LOCATIONS �\ r HORIZONTAL SECTION D VERTICALSECTION 10 3 TRACK JAMB ANCHORAGE 114"MAX \,IV 3 TRACK SILLANCHDRAGE INTERIOR I MIN. EDGE DIST. 4TRACK HEAD ANCHORAGE 39, FRAME INSERT �� 39, FRAME INSERT REQ'D AT ALL FRAME ANCHOR ��yy,,,, SEETABLEI,SHT10 SECLAYOUT REODATALL FRAME LOCATIONS SHT9 ANCHOR LOCATIONS MIN.EMSEDMENT ND.582O1 SUBSTRATE SEETABLE1,SHT10 ❑ BYOTHERS SEE TABLE 1, SHT 10 7Y SEE LAYOUT� ,��..{J 4 STATE OF �. PERINIETERSEALANT ONSFT[e BIDEANDO lip. � QTOc , E-1a: Luc(] 4 MAX. fill .1 SHIM aO 8/6/2020 INSTALLATIONANCHOR INTERIOR ❑ LUCAS A. TURNER, P.E. SEE TABLE 1, BHT 10 SEALANT 13ETVMM SILL RISER AND FRAME BY FL PE # BB201 INSTALLER MIN EDGEDIST 2428 Old NalchezTtcTO PERIMETER O U! „J SEE TABLE 1 SHT 10 ❑ Camden, TH 38320 PH, 941-SBD-1574 0� ❑mono sHEETDescRu•rICN oormio coDa� ®Q WEEP HOLES MI IiBEN� DWENT INSTALLATION DETAILS 8u8STRATE SEETA13LE 1, BHT 10 PERIMETER SEALANT COMPLIANT WITH AAMAS00 3 & 4 TRACK BY OTH ERS BYINSTALLER.INSIOEAND OUT DRAWN BY: DATE SEE TABLE 1, BHT 10 SUBSTRATE MIN EMBEDMENT BLZ OW17116 MXEDGEDIST. SEE LAYOUT 39, FRAME INSERT BY OTHERS SEE TABLEI SHTIO DWGq REV.: SEETABLEI,SFR10 ONSHT8 RECtOATALLFRAME ANCHORLOCATTON9 SEE TABLE I, BHT 10 G HORIZONTAL SECTION CWS-1152 B E VERTICAL SECTION f0 4TRACK JAMB ANCHORAGE SCALE: SHEET \,LOJ 4 TRACK SILL ANCHORAGE 1 1:3 11 OF 11 URNER ENGINEERING & CONSULTING, INC. Product Description: Series 8800 V panel widths, 120" door heights, with required as shown in CWS-1152B Manufacturer: Custom Window 2428 Old Natchez Trace Trail Camden, TN 38320 Ph. 941-380-1574 FBPE C.O.A. #29779 Evaluation Report 1152B August 06, 2020 Sliding Glass Door, Large Missile Impact Resistant, 4' nominal gn pressures of +/-65 psf, with heavy panel reinforcement Inc. 1900 SW 44t'' 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 70' Edition (2020) 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. 2) Approval drawing CWS-1152B, s 3) Keystone Certifications CAR doc 4) Test Reports F1575.01/02/16/17/: signed/sealed by Justin P. McDor fiom PRI Construction Materials, AAMA/WDMA/CSA 101/I.S.28 5) Supplemental Calcs. to support C Installation: Units must be installed Limitations of Use: This product: • May be used in sizes, design press • Is large missile (91b 2x4, 50 fUs) is • May be used in the High Velocity • Requires laminated glazing as sho Miami -Dade NOA 17-0808.02t • Requires Vision Extrusions PVC i I have evaluated the interlayer ar find that they comply with the req this product. Certification of Independence: I do not interest in Custom Window Systems or in this report is being issued. I do not have, i in any other entity involved in the testing c Turner, PE, at 2428 Old Natchez Tre Trl, Camden, TN igned and sealed by Lucas A. Turner, P.E. mints 138-572, 573, 1604.0, 1605.0,1610.0, and 1611.0 8/19-401-18/44, from Intertek/ATI, Tampa, FL (TAS testing aid), and CWS-015-02-01 signed/sealed by Zachary Priest, Tampa, FL, with testing performed: TAS 201/202/203-94, 440-11, ASTM E 1886-05, ASTM E 1996-09 YS-1152B, signed and sealed by Lucas A. Turner, P.E. Lucas Turne 2020.08.10 11:58:04 -05'00' to approval document CWS-1152B. s, and with max. glass DLO sizes as shown in CWS-1152B Lct resistant and does not require the use of shutters rricane Zone and ASTM Wind Zone 4 areas in CWS-1152B, with Kuraray SentryGlas Interlayer per mes in accordance with NOA 18-1108.1 Ot framing materials in these Kuraray and Vision NOAs and -ements of the 7`" Ed. (2020) Florida Building Code for use in tve, nor do I intend to acquire, nor will I acquire, a financial y company manufacturing or distributing products for which - do I intend to acquire, nor will I acquire, a financial interest approval process of this product. �. , AZN*4"'-�t i No 58201 1A STATE OF �'(ORV 08/06/2020 Lucas A. Turner, P.E. FL PE #58201 1