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HomeMy WebLinkAboutProduct Approval 111vllua Oultumg k oue vnime .-C- Page 1 of 2 Po RECEIVED OCT 0 7 2015 J ' =.ti:rT'W7 3 t1 i1��'y}i f tf Y y` - 1 •Yr! �t rt+ 1 x �.e"4"TIk•�r'�w�-��N`i�.}a�Y 3d.3 � 9g ttt 4��� alt �g,�_�'.^. T ti��; i � 1 �$S I ..y 'Irida Cepartr^ei ltq BCIS Home Log In User Registration 1 Hat Topics ; Submit Surcharge ; Stats&Facts Publications FOC Staff 's BCIS Site Map j Links ! Search 91 totI.JSi ii-al �'. 4f USER PukicUser l t Regulation 111 Product Approval Menu>Product or Anolication Search>Application List Pit i tlo etail p " �{ FL# FL11103-R2� s F Application Type Revision Code version 2014 Application Status. Approved Comments Archived a Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 ekoss@cws.cc Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.cc Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M.Urich,PE i; validation Checklist-Hardcopy Received Certificate of Independence FL11103 R2 COI EvalReo CWS-298B(SGD-8900 IMP)odf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 TAS 201/202/203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtta.GsIp3Gvut... 7/15/2015 Page 2 of 2 Sections from the Code Product Approval Method Method I Option D Date Submitte 04/20/2015 S V Dat alida d 04/23/2015 Date Pen g F/BCAp vat 04/25/2015 Date AP roved 06/23/2015 Sum a of Products FL/*/ M,6del,Number or Name Description I I- IVU3.1 IISGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. jlemits of Use Installation Instructions pproved for use IHVHZ Yes FL11103 R2 11 CWS-298B(SGD-8900.IMP).od Approved for t s outside 14VHZ:Yes Verified By:Lucas A.Turner 58201 ;,Impact Resi :Yes Created by Independent Third Party:Yes sti;Fr ' eslign Pre-Ore:+60/-60 Evaluation Reports 'Other:La Missile,DP=+/-60 psf,Max.panel size W FLI 1103 R2 AE DuPont SGP NOA 11-0624 02.pdf AVConfil .include OXXO,OXO,OX,XO.Glass complies to FL11103 R2 AE EvalRep CWS-2988(SGD-8900.IMP).Pdf rifle E13i(t,0-04. FL11103 R2 AE Ouanex(Mikron)NOA 12-1017 02.pdf Created by Independent Third Party:Yes Baric Neat Contact U IM North Monroe Street.Tallahassee FL 32399 Phone:BSO-487w3824 The State of Florida is an AA/EEO employer.Cogyright 2007-2013 State of Florida.::Privacy Stateme :.,Accessibility Statemen ::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address reJeased 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 arty 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 Departrilent with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,ES.,please dick ftm. Product Approval Accempts- KI WN Ka https://www.floridabuilding.org/pr/pr� appjtl.aspx?parain---wGEVXQwtDqttaGST- Gvut... 7/15/2015 F3 (� GENERAL NOTES: SL ACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO • COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND WINDOW®gEPgs9W IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE.. HURRICANE ZONE(HVHZ)AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474 191 1/8" W W W.CW S.CC 48 718" MAX UNIT WIDTH 2.GLAZING DETAIL:(SEE SHEET 2) PANEL W DTH A a 3.APPROVED CONFIGURATIONS:"OXXO","OXO","XO","OX" 8900 PVC 41 3/4" 4.DESIGN PRESSURES: SLIDING GLASS gB, GLASS I -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS-1300-04. DOOR•,IMPACT MAX __DLO POSIT VE DESIGN LOADS BASED ON TESTED PRESSURE,WATER UNIT 931/2" 86 3/8" HEI T INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300.04, ® x x O S.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE AX B GLASS B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL o o O ANEL DLO WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR Y IGHT CALCULATIONS, a b I B w Co 6 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT Cn REQUIRED. z LL m O 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY v le A A WELDED. ¢ O > -667) 8.SERIES/MODEL DESIGNATION:SGD-8900. Uj a iL IL 96" 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: a U 14513/16" MAX UNIT WIDTH X=OPERABLE SASH,O=FIXED SASH. a a W MAX UNIT WIDTH = o 48 7/fa MAX 48 7/8' 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. m ¢ z MAX PANEL WIDTH 7I� PANEL WIDTH '{I'� 11.EXTERNAL WEEP SLOT=1/4 x 1"LOCATED 4"FROM BOTH ENDS. till#oi% LASS I G41 LASS '� ♦♦♦`�,p70RE►..illi GLASS 96" GLASS ! ♦♦�pr?P'�GFNg•rG•Q1a.� -DLO MAXDLOMAXUNIT No 58201UNIT HEIGHT HEIGHTLucas A.931/2" 863/8' 931/2" TurnerMAX D GLASS® ® D MAX E ® x E 12:30-4-20PANEL LLFLI PANEL12:30-04:00 HEIGHT HEIGHT �GLABS aDLO C' L 4/3/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS CONFIG. MAX. UNIT SIZE MAX. PANEL DESIGN PRESSURE ELEVATIONS GENERAL NOTES&ELEVATIONS.....................1 SIZE RATING IMPACT RATING DRAWN BY: DATE: SECTION VIEWS OXXO&GLAZING DETAIL....2 XO 96"x 96" +/-60 PSF LARGE MISSILE IMPACT ADE 06/03/08 SECTION VIEWS OXO&XO................................3 DWG N: REV.: EXTRUSIONS&B.o.M.........................................4 OXO 145-13/16"x 96" 48-7/8"x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT CWS-298 B ANCHOR SCHEDULE&NOTES............................5 OXXO 191-1/8"X 96" scAl E: SHEET INSTALLATION DETAILS.....................................s +/-60 PSF LARGE MISSILE IMPACT 1:33.33 1 OF6 25 18 26 a 7 WINDOW SVSYFIP7� 3 21 0 B 16 33 1900 SW 44TH AVE. OCALA,FLORIDA 341?4 W W W.CWS.CC ❑ I R—L='A El 8900 PVC SLIDING GLASS DOOR-IMPACT t2 C4 I: aw W m 1 1 30 33 6 24 19 2 9 1 � SECTION B-B LL LL O c o N 1 N N Z W 1�1 f�1 1"OVERALL ¢' C1dJQ3+J ® 3116"TEMPERED o 2 3/8°AIRSPACE o w I7118"LAMINATED GLASS o 'I 4 3116'ANNEALED GLASS m a Z bl� 3 090 SENTRY GLASS TONOPLAST INTERLAYER ��%�`NOREKI '01 J P ........ T°1i 1 12 ® B PAIR OF ANCHORS AT EACH CLIP. ins'ANNEALED GLASS +�.GP�.-,;O E A g l LLV ❑ 2 SEE SHT 6 FOR SPACING No 58201 •'�-P 13 33 '9 STATE OF .�tL: �4u: `n 13 PURFE T sE"H" °'O°piss....SIKAFL %�`�`,, olsoft Lf.O i 13/16"GLASS BITE `z 30 4/3/2015 30 Tr 11 — 1 3 SECTION C-C LUCAS A.TURNER,P.E. 4 FIXED PANEL ATTACHMENT FL PE It 58201 f�°( 1239 JABARA AVE. 23 NORTH PORT,FL 34288 14 NOTE: 4 PH.941-380-1574 10 INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE SHEET DESCRIPTION: I1,1 WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SECTION VIEWS-OXXO 31 gr�r (Z 2 AND GLAZING DETAIL 1 {�` 11D C5 29 J� DRAWN BY: DATE; IrLI(S ADE 06/03/08 3 1 DWGM REV.: 1:1.33 CWS-298 B SCALE: SHEET 1:2.63 2 OF 6 WINDOW SYSTEMS 1900 SW 44TH AVE.- OCALA,FLORIDA 34!74 www.cws.cc 8900 PVC SLIDING GLASS ❑ i i I D DOOR-IMPACT ❑ C� 8 CD LLJ (j) z U. 0 4 6 a Ir c ui F- c SECTION D-D C3 C, cn (L LU 4] < zo "..111,1181111" N40 5 16 26 i3 4 7 33 3 21N 'o % * N0 58201 % J TA 4/3/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 3)) 33 6 4 19 2 PH.941-380-1574 SHEET DESCRIPTION: SECTION E-E SECTION VIEWS-OXO AND XO/OX DRAWNBV. DATE: NOTES; ADE 06103/08 1.ITEMS NOT SHOWN FOR CLARITY:10,26-32 -6w 13-4. REV.: 2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 B 'g'-ALE'- SHEET 1:2.63 3OF6 ITEM FA No.DescRip'noN PARTS LIST VENDOR MATERIAL FRAME CONSTRUCTION 1 H 15042 FRAME.MAIN,SGD, MIKRON PVC WINDOW SYSTEMS —_T 1900 SW 44TH AVE, 2 -�0_40 THRESHOLD/FILLER,D/FILLER, SGO MIKRON PVC S-1722 SUPPORT KEYMARK ALUM 3 1 7/8" 211/16' OCALA,FLORIDA 34474 4 H-6059FANeL_TOP/BOTTOM RAIL, SGD MIKRON PVC WWW.CWs.cc 5 1T0_59 PANEL SIDE RAIL,SGD MIKRON PVC 6 f+6033 PANEL,INTERLOCK,FD(ED MIKRON PVC LREE-iLl- DEEDED] 7 -H-6060 PANEL,INTERLOCK,OPERABLE — MIKRON PVC PVC OUTER FRAME-6042 REINF.-1993 8900 PVC 8 1-6061 INTERLOCK, MIKRON PVC SLIDING GLASS ASTRAGAL 9 H-6043 MIKRON PVC FRAME CORNERS 10 P:31_42 ROLLER,TANDEM SULLIVAN STEEL 1716* 1718* 1718' SCREWED TOGETHER DOOR-IMPACT 11 P-W42 SEAM SEALER SM-5504 SCHNEE D I 1:10 12 P-3039 SET.BLOCK,85 DUM 1/8'X 7/8'X 2' FRANK LOW RUBBER— 4 6 �l v 13 P-3438 9[KAFLEX552 OR PURFECT GLAZE"H" SIKA/HENKEL VENT CONSTRUCTION 14 P-3429 WSTP.,0.270 X.187,BACK FIN$EAL ULTRAFAB 1-5 -F-Y5-39 #8 X 314"QUAD PHILIPS,TEK FASTENAL ZINC 16 P-3557 #10 x 2,HEXHEAD,TEK FASTENAL ZINC 3 9/16" 3 9/16" 3 9116' 1-7 P-3752 CAP PLUG,1/2-HOLE M&M NYLON 1/8 im 18 P-3767 #10 X I"HEXWASHERHEAD,TEK FASTENAL ZINC U) 1-9 IZ-3789 LOCK&HANDLE KIT,PVC,SGD AMESBURY -STEEL z 0 20 P-3792 314"KEEPER AME SS SBURY 21 -P-3793 MORTISE LOCK HS&D SS T Ll 2 PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED cc 2 136 #10 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL 23 5-1776 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1:10 24 1+1993 REINFORCEMENT,—ALUM.,PANEL- KEYMARK --ALUM P-4295 FD(ED PANEL CLIP KEYMARK IUM 25 1111 26 S-1597 COVER,FIXED PANEL CUP KEYMARK ALUM IL IL Lu 2' 21116"— a= a 27 S-1930 PANEL TRACK ALUMINUM, KEYMARK ALUM 1 J 15/8-1 9 1/2' 28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK I ALUM co < 0 Tj it 29 5-1737 HIGHMSE SILL,ALUMINUM KEYMARK I ALUM 25 E zi I 1.00 30 S-6037 GLAZING BEAD 1.00",SGD MIKRON PVC 3-1 8-6041 TRACK,SCREEN,SOD MIKRON Pvu-- 213116' 32 S-6046 SUPPORT WELD,SGD MIKRON —pvc 33/16" 1/16" 31/16-1 2!t8" 1 15116" 1/16" '4*r 33 GLASS(SEE_SHEET 2) % No 58201 *.P�Z 34 1+6044 SCREEN CHANNEL MIKRON PVC 1/16. I _( --if .*Z REEEN ADAPTOR MIKRON PVC 35 S-6045 R :-,0- : 36 P-4278 VVSTP,0.2'X 125-DUST PLUG ULTRAFAB ,15* STATE OF L 10% F0 r22 23 24 25 26 — HOLD COV KEYMARK ALUM 37 S-1764 SILL THRESHOLD R FRO) ULTRAFAB REINF.-1775 HIGHRISE-1737 G *FA t1vu IN o. .......... 38 P4366 WSTP..1"X7.1"X 0.7"DUST PLUG INTERLOCK SNAP-6061 FIXED PNL CLIP-4295 FIXED PNL COVER-1597 4 OR j —— WSTP.,0.33Cr X0.187-BACK FIN I ULTRAFAB t21I/16"--' 39 P-3302 7 31�4 4-0 -f-:97-9 [WEEPHOLE COVER I SULLIVAN PVC 1 21/8" T_ 3D7 VIE" 3 331 5fa. 2 1/2� 4/312015 /�351 3/8' 13116" 13/4* 1/ L L 1116' LUCAS A.TURNER,P.E. 3/4" 16. ROLLER TRACK-1930 L FL PE#58201 SILL THRESH COVER-1764 1239 JABARA AVE. PVC,SCREEN ADAPTOR-6045 NORTH PORT,FL 34288 PVC WELD SUPPORT-6046 PH.941-380-1574 7/8. * 1116 2 3/16* 2 "— SHEET DESCRIPTION: 1116— 51116'�© S7�=j 4318" 7/16— 1 1/2" BOM AND EXTRUSIONS 1 T 1/8" TRAWN—BY'. 1/16" 4-1/161 ADE 06/03/08 118° 2 1 PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 FIXED PNL SUPPORT-172 PVC SCREEN TRACK-6041 owe#: REV.: L L" CWS-298 a =:ZPVC GLAZING BEAD-6037 SCALE: PVC ASTRAGAL-6043 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. SHEET 1:2 40F6 8 (TYP) 6"MAX. JX MAX D.C. 4'(TYP) WINDOW SYSTEMS (TYP) mp) 1900 SW 44TH AVE2, OCALA,FLORIDA 34474 —-—-—- WWW.CWS.CC; 6'MAX 8900 PVC (TYP) 18'MAX.O.C. SLIDING GLASS (TYP) DOOR-IMPACT Lu m cf) Z > LD z ccuj 0. 0 O 0, Lu 0 z R % E!y S No 58201 k ANCHOR LAYOUT NOTES: F 1.INSTALL TWO ANCHORS AT EACH LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS RECID AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWA IM STACK TO BE UN' WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/3120`15 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 LUCAS A.TURNER,P.E. PROTECTED TO PREVENT REACTION. FL PE#58201 JABARA S.USTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 NORTH PORT, AVE. FL 34288 SPECIFIED IN TABLE 1,SHEET 6. PH.941-380.1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS SHEET—I)ESCRIPTION. TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT 00 NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS ANCHOR SCHEDULE AND BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:2"FOR MASONRY,1"FOR WOOD AND METAL. 1DRAWN BY: DATE: a.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. ADE 06/03108 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. -DWG—m 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-298 FMAJAAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS),FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS). '§CALE, SHEET 1:20 SOF6 TYPICAL HEAD ANCHORAGE �� • 2 7/16"MIN. MIN.EDGE DIST. SEE TABLE 1 1/4"MAX.SHIM WINDOW SYSTCMS FINTERIORI MIN.EMBEDMENT 1900 SW 44TH AVEY SEE TABLE 1 OCALA,FLORIDA 34374 W W W.CWS.Cc SUBSTRATE BY OTHERS MIN.EMBEDMENT SEE TABLE 1 SEE TABLE 1 II-----�� 8900 PVC 1/4MAX.SHIM PERIMETER SEALANT L—•J� LIo � " SLIDING GLASS BYINSTALLER �� ❑ DOOR-IMPACT INSIDE AND OUT 27116 MIN. � N INSTALLATION ANCHOR INTERIOR 0 0 0 SEE TABLE 1 / MIN.EDTABLE 1 GE DIST. W m SEE SEALANT BETWEEN � SILL RISER AND FRAME BYINSTALLER LL LL O PERIMETER SEALANT BY INSTALLER e PERIMETER SEALANT �1 INSIDE AND OUT E N Z BYINSTALLER uLI SUBSTRATE BY OT S at D CcW INSIDE AND OUT SEE TABLE 1 DO NOT COVER ❑ ❑ a WEEP HOLES B HORIZONTAL SECTION w ¢ MIN.EMBEDMENT 6 TYPICAL JAMB ANCHORAGE a a V) SEE TABLE 1 ❑ a W SUBSTRATE BY OTHERS , m.O SEE TABLE 1 INSTALLATION ANCHOR • SEE TABLE 1 m ¢ Z TWO ANCHORS PER ����►���� SEALANT UNDER SCREW 6" MI 'EDGE T. �►► ORE ��� FIXED CLIP THROUGH ►► 4 HEAD BY INSTALLER MIN. SEE TABL 1 PRE-DRILLED HOLES `0 p...........W�• ��� VPS:��GE/ F Gp1111 VERTIGO SECTION 1/4"MAX.SHIM .J- ."�0. 6 TYPICAL SILL ANCHORAGE FIXED PANEL Z"�' No 56201 ;P MIN.EMBEDMENT SEE TABLE 1 '%:0 STATE OF ACV: TABLE 1:APP INSTALLATION FASTENERS FIXEDPANEL p R yOP' RATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 12" SEE EDGE DIST.BLE 1 ,���SS�OIVA�.. CONCRETE(2.0 KSI MIN.) 3/16"1TW TAPCON 1" 3" CONCRETE(2.85 KSI MI 3116"ELCO ULTRACON 1.3/4" HOLLOW O FILLED CMU(117 PCF MIN.) 3/16"I1W TAPCON 1" 3" 4/3/2015 16 HDLLOW OR GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 17 7/8 X— El MAX.O.C. LUCAS A.TURNER,P.E. 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITN TAPCON 1-3/8" 1" FL PE#58201 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1.3/8" 1" 1239 JABARA AVE. 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR fIVU FULL THREAD FIXED PANEL CLIP NORTH PORT,FL 34288 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" CLIP ANCHORS MUST PH.941.380-1574 BE LOCATED A MINIMUM SHEET DESCRIPTION; 1/8"ALUM.(6063-T5 MIN,)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD DISTANCE OF 3"AWAY 1/B'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" FROM ANY MAIN FRAME GENERAL NOTES AND FD(ED PANEL CLIP ANCHORS INTO: ANCHOR. ELEVATIONS CONCRETE(2.0 KSI MIN.)OR 3/16"17W TAPCON 1" 3" INSTALLATION DRAWN BY: DATE: HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) ANCHOR(TYP) FDD PANEL CLIP ANCHORS INTO: CC1 HORIZONTAL SECTION ADE 06/03/08 FIXED PANEL CLIP DETAIL \-6J FIXED PANEL ANCHORAGE DWG a: REV.: CONCRETE(2.85 KSI MIN.)OR 3/16"ELCO ULTRACON HOLLOW OR GROUT-FILLED CMU ASTM C-90) CWS-298 B SCALE: SHEET NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TABLE 1. 12.67 6 OF 6