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HomeMy WebLinkAboutProduct Approval (6) 'Flonda Auilding Code Onlifie Page I of 2 a • a U Pep* ili)lt?I Ili_ :SCIS Home $Log'In User Reglstradon I HOt Topics Submit Surcharge j .Stats®Facts'�..Publtcaupns FBC Starr t.aC[S 51[e MBP i Unla i Search' e� � . 'P' Product Approval Bus�n Prgfese f I MeltPublic user �egu{alor Product AoOtaval Menu>Product"or AtinitGadori Search.>AoollCation Lict>ApRiiradon Detan. 1°'rrl FL# FL11163-R2 Application,Type Revision' Code.Versidn 2014 Application Status, Approved Comments Archived Product Manufacturer Custom Window Systems Inc: Address/Phone/Email 1906 SiAf 44th Avenue Ocala,FL 34474.' (352)368 ..22:..Ext256 @brooks@cws.cc Authorized Signature Stephen Brooks sbrooks@cws:cc Technical Representative Erin Koss- Address/Phone/Email 19MSW'44th Ave'; Ocala,FL 34474 (352)368-6922 Ext 291 ekoss@cws.ec Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900_SW 44th Ave: Ocala,'FL 34474 (352)368-6922 Ext 291 jlathr6p@cw5.6c Category. Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Reportfrom a Florida Registered Architect or'a Licensed Fiorlda P,rofes8iona[Engineer 54.Evaluation Report.-,HardcopyReceived Florida.Engiheer.or.Architect Name'wh0 developed' •Lucas A.Turner the Evaluation'Report Florlda.License PE-58201 Quality Assurance Entity Keystone Certifications„Inc:. Quality Assurance.Contract.Expiration Date 07/21/2020 Validatedey Steven M.Urich;PE S'Validation Checklist-Hardcopy Received Cerb.ficate,of Independence': FL11103-R2 COI-EvalRep CWS-298B.(SGD-8900IMP)”Ddf Referenced;.Standard and YeartofStandard) Standard Year AAMA/WDMAICSA 101/I.S:2/A440r05 2005 ASTM E1300=04. 2004 ASTP1E1886-02; 2002 ASTM E1996=02 2002 TAS 201/202/203 1994 Equivalence„of Product Standards Certified By hitp:/Iwww.gQridabuildin,g.org/pr/pr;app_dtl.aspx?p.arairi=wGEVXQwtDgttaOsIp5Gvut0..,. 5/22%2016 Florida Building Code Online =Page 2 of 2 Sections from the Code P�oductApproval Method Method:i Option D Date SUhniitted 04/20/2015 .Date Validated, 04/23/2015. Date Pending fBC Approval 04/25/2015 Date.Approved 06/23%2015 Summa. :of Products PL.# Model,Number or Name Description 11103:1 5GD=8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. Limits,of.Use: Installation Instructions Approved4ar usein HVHZ—Yes FL11103 R2'II CWS-32986(S(SD-8900.IMP).)df Approved for use outside HVHZ.-Yes Verlfied By:Lucas&Turner 58201, Im act Resistairt:Yes Created b 'Inde endeni Third.Pa :Yes P Y P �Y Design pressure +60/-60 Evaluation.Reports 0thec:Large-Missile,DP=+J-60 psf,Max.:panel size 4'x FL11103 R2 AE DuPont SGP NOA 11-0624 02.odf B Contig,,inciude OXXO,OXO,_OX,'XO.Glass prppbesto FL11103 R2 AE EvalReo'CWS-2988(SGD-8900.:IMP).ydf ASTM Ei300-04; FLIT103 R2 AE f anex(Mlkron)NOA 12=1017 02 odf. Created bylndependentThlyd Party:Yes' i M-. Nett Contact s.,:.I940'North Monroe Street..Tallahassee FL 32399 Ptioree:-850.487-3824 7he.State ofFlbdda js an AAJE[-0:employe�,,Copyright'2001-2033�State of Florida:;::Privacy Stiterimerrt::.Access(billtv.Statement::Refund StafimerR tinderFlorida law,.emal(addresses ire public records.If:you do not want your a-mall address released in response io a.public-records request,do not Send electrunk.mall to this entity:Instead,-contactthe office by phone or by traditional mail.If you hive'any questions;please contact 850.487.1385-Pursuant to .Section 455;VRIL Florida Statutes,effective October 1;;2012;Ikeosees licensed under Chapter 455,F.S.must provide the Department with an email address if: they have one.-rhe emalls provided may be used for omdai'corrimunication with We licensee:However email addresses are public record::If.you do not:wlsh to _ supply personal ailAress,piease.provide.the:0epartment_with.an email address which can be.made available to the publk.To determine if you.are a licensee under Chapter 455,F.S.,please dick here .Product Approval Accepts, BCCU[13YStiYTiI[CS �I h4./: /www.floridabu lding org/pr/pr_app_dtl:aspx4param=wGEVXQwtDgttaGsIp3GvutO...: 5%22/2016 i .. GENERAL MOTES: SLIDING-GLASS DOOR — IMPACT 1.THE,PRODUC7SHOWNHEREIN IS,OESIGNEDANDrMANUFACTURED,TOllrl6l/ • COMPLY WITH THE FLORIDA BUILDING CODE(F8C),CURRENTEDITION;AND :. _ "$ T® LL IS RATED FCRJMPACT USE IN WIND'ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE, HURRICANE:ZONE'(HVHZ)AREAS AS DEFINED IN ASTM,E 1998 PER THE FBC. •CALA,FLORIDA 34424 ts1 tie WWW.CWS.CC 4.8 71 MAX QNIT WIDTH 2.GLAZING DETAIL:(SEE'SHEET 2) PANEL WIDTH A 3.APPROVED CONFIGURATIONS OXXO`°0X0,"X4",."OX° 8,900;P1/C -DESIGN PRESSURES. SLI DING GLASS a1 314"' NEQA7IVE DESIGN LOADS`BASED.4N TESTED P,RES.SURE AND GLASS D064-IMPAL"I'' MAX - GDIOs -_ L�.. _ 1. TABLES ASTM E-1300.64. - . -- --•—•- -POSITIVE,DESIGN LOADS BASEDCNTESTED.,PRESSURE;WATER UNIT INFILTRATION TEST PRESSURE;AND"GLASS TABLES ASTM E 1306-04.. uo car HEIGHT - I .... O `X x'- 0. S,ANCHORAGE:THE 33 113%.STRESS INCREASE HAS NOT BEEN USEDIN THE. _N o 931!2" 86 3�S" � � � MAX B GLASS R DESIGN OF THIS,PRODUCT`SEE SHEETS FOR INSTALLATION DETAIL o o C PANEL� DLO'. WIND{OAD:DURATION FACTgR Cd�1.6 WAS USED;FOR W.O.OD:ANCHOR HEIGHT CALCULATIONS. PRODUC7SAPPR OVEDFOR 1 .RESSTANCE. HUERSANOT REQUIRED . .. m s 0 Z 0, 6- 7ALL FRAMESAREPROCESSED AND SCREWED,TOGETHER.VENTS FOLLY- P 'a L. 2 .A WELDED. cc ccO 0 S'. B.SERIES/MODEL:DESIGNATION:SGD-8900; a a o _ 96' 9.THE;DESIGNATIONX,ANDOSTAND;FOR,THE_FOLLOWING, 14513/16" MAX UNIT WIDTH X OPERABLE SASH O FIXEDSASH a a w MAX UNIT:WIDTH' : .. ¢ oiC. 4678' 46716" - MAX 10 SECTIONCALLOUTSAPPLYTOAILCONFIGUAATIONS • PANEL WIDTH PANEL WIDTH.. .. _ p m Q'G 1.EXTERNAL W EEP SLOT=1/4 xJ°LOCATED 4°FROM BOTH ENDS. w� aiotrtr�r _._....._._.. Slit I 1T41LX4,�- 'GLASS413/4 `9G° GOLOS *JOpj� �0E/dp,�Lo -_ MAX ' N 582 tfi�yo,: UNIT UNITIGHT' f. I Lucas A. HEIGHT HETo •k *M 93112^ $63V 0 x 0 03:1/2^ 2015-04-20 9 STATE. 0-F .tv PANEI:. D ,DLO Q MANEL..E :0:. X E '1� 30-04:0 '7w{7�+,io HEIGHT L (t+S•.opt HEfGHT • gi4is+ONA� ,i%N�'. LLAc �C LL_ 4 LUCAS A.TURNER,RE. FL PE#58261 1239JABARA AVE. NORTH P,ORT,,FL34288: PH;941=386-1874 ser ET�PTIOa1 GENERAL NOTESAND TABLE OFCOWENrs' MAKPANEL DESIGN PRESSURE ELEVATIONS. CONFIG. MAX.UNIT SIZE SIZE RATING IMPACT RATING nwN6r: oAr£: :,GENERAL NOTES&ELEVATIONS::;.. ;1 :SECTION VIEWS.OXXQ-&GLAZING:DEiA1L .2 XO 96'x96" +/-'60P.SF LARGE.MISSILE.IMPACT ADE 06103!08: SECTION VIEWS QXO&'XO $ o.WG F: REV,! 'ExTRUSIONS&6.O^M..................... --A OXO 145_43/118"X96" 49-7/9"X:93-1/2" +/-60 PSF LARGE.MISSILE IMPACT CWS-296 e ANCHOR SCHEDULE r&NOTES 6 INSTALLATION DErgl[s „.a.„.:. „..:...s OXXO 191-1/8";X 96" +/-60 PSF LARGE.MISSILE:IMPACT SAA SHEET 1:33:33' 1-OF 6 ...--........._....................._......... WOW_._....._. �S TE 24 :P 2l 6 16 19"'SW A4-1"AVE QCALA,f LORIDA`34424' W W W.CWS.CC. U8900 pvc 0 o SLIDING GLASS o a DOOR IMPACT ., w N 1` G h w W m f. lfl. SECTIONS-S 0 W 1 'I"OVERALLw'w. c. 'VIT':TEMPERED p . AIRSPACE a 6.W 7/16"LAMINATED GLASS- �.Q .3/f 6'ANNEALED O1A99w' Z 3 6:SENTRYGLASS.ION P.LAST.INTERLAYER.O9 0 �s�, t�1QREly r ANNEALED GLASS' �, � �PI,S'TV ' . 12 PAIR OF,ANCHORS AT EACH CLIP.. g y�C IlS ji1 1 ❑ —Q SEE SHT 670..SPACING Iia 58201: ti STATE OF am Stu + �v 13 9KAFECT LAZE"H. :.rr/tt1e3116f1.. 13/16'GLASS BITE 41312015. SECTION C-C, LUCAS:A.TURNER,P:E., °J ?� �,�. 4 FIXED PANEL ATTACHMENT FL PE#58201 P 1239JABARA AVE,. 1 NORTH PORT,FL34288 PH.941400-1574. f NOS" HEET DESCRIPTION: INSTALLATICN WITH NO SILL RISER ALLOWED:ONLY WHERE t .r WATER INFILTRATION RESISTANCE Is NOT REQUIRED. to; SECTIbN VIEWS'-OXXQ AND GLAZING DETAIL 1 ❑ DRAWN-SY: DATE: o`. ADE, 06/03/08 1:133 .CW.S•296 B E` 'SHEET 1:2:63 :2:O,F 6 vwe�nav�sysgE�ls 1800 SW 44TH A& OCALA,,FLORICA 34474 www.cwS.cC t t ta Q 26 18 6900 PVC o _ SLIDING GLASS ❑ DOOR'IMPACT El D g ui cu ¢. 6,0 � Y m o O r o In t 2 8lt iB Q 8 B W uQ] wpw SECTION'D-D o,a rL �u ¢ a � N m¢z tOtpltNlrtrrp�� 5, 18 8 13 a a 3' za 21 20 °�°°ySoEN r��O•r �.: Pio 50201 wl % 8TAT E OF , a4%3f20.15 o LUCAS,k TURNER,.RE-. �FL.PE#58201 ,� 1239 JABARA'AVE,, t t �30 V 24 ig z NORTH PORT,FL 34288 PH.94i=980.1574 SECTIONE-E §WTDE CR PTION: SECTION VIEWS,OXO AND.XO/OX DRAWN BY: DATE: NOTES; ApE 0603108 1.'ITEMS.NOTSHOWNIPORCLARITY:'10,26-32 UW6rt: RE,.: 2,VERTICAL SECTION CAN BE SEEN ON SHEET 21 CWS-298 B SHEET .......... 1:2.63 3OFB . PARTS:LIST ... FRAME CONSTRUCTION . -575!16" QPDW�SYSTEM ITEM.PARTNQ DESCRIPTION VENDOR MATERIAL t.Sla"' y�t H-6042 FRAME,•MAkS 0 MIKRON. PVC. 9000 2 - '8.6410 THRESHOLDJF!lLER, SGD ... MIxRON PVC 4 190.D SW 44TH AVE. 3 5-1722 PANELR PISOIT, RAIL,S '.._MIKRON KEYMARK,. ALUM" , 1716'. '2lit16' OCALA,FLORIDA 34474 4 H6439 PANEL RAIL, SOD M9CRON PYC. 5. ?60.59 PANEL SIDE RAIL,SGp, MIKRON PVCy�r""-7pl—If"—^1�❑f [J 1fVWW.CWS.CC 6 tt-6033. PANEL,.INTERLOCK,FIXED MIKRON. PVG 7 H-6060 PANEL;INTERLOCK,.OPERABLE MIKRON. PVC PYG(tUTERFRAME-6042 REINF,-7993 S90QPVC S H-8961 BVTERLQCK;SNAP-ON, MIKRON PVQ' 9 H-6043 ASTRAGAL,SOD. MIKRON PVO SLIbING GLASS 10 P3142 ROLLER,TANDEM SULLIVAN STEEL. +-1 718"—+j 1 7/e --{ 1718. FRAME CORNERS 11 P.-3342.; SEAM SEALER,SM-5504' SCHNEE I 5CREWED,TOGETNER ��0�'OMPA 12 P.-=9 SET.'BLOCK,65OUR.178°X718"X2' FRANK.LOWE RUBBER 1'.117 13' P3438'SIKAFLEX562 OR PURFECTGLA29"H' SOCA/HENKEL 4 8. VENT CONSTRUCTION 0'c 14. 'P-3429 WSTP.,0.2.70X..187,BACK FINSF-AL .ULTRAFAS 7 N o H 15: -.P-35$9 48X3f4"(jUADPHUP.S,-fEK FASTENALZINC II a n 16 P-3557 #10 x.2,HEXHEAD,TEK FASTENAL ZINC 3 9/16" sails, 3.9116" I r. 17 P3752 CAP PLUG,112'HOLE MBM: NYLON 1$ P-3767 #1OX1"HEX WASHER HEAD;TEK ':FASTENAL ZINC { 19 P43789 LgCK.&'HAI+H3LE KIT,PVC,SGDAMESBURY, 'STEEL 778' .:tt6° t.,. n Q 20 P-3792 3W KEEPER �AMESBURY' SS m 21 F-3793 MORTISE LOCK .:HSBq SS. 22 P-4136 #t0X 2;-PAN PHIL,SMS. FASTENAL . STEEL $ N 2=W PVC PNLINTERLOCK-:6060 PVC PNL LOCKSTILE-6059 PVC`PNL INTERLOCK-.5033 VENTS,FULLY WELDED ¢ er C7 .23 S-t77S REINFORCEMENT,,ALUM.,PANEL KEYMARK ALUM' 1.10 ° a 24 H-1993 REINFORCEMENT,ALUM:,,PANEL KEYMAfJ ALUM o o 25, P-42Z R)ED PANEL CUP KEYMARK ALUM V ¢ U 26; S-t597 COVERS F9E0 PANEL CLIP :KEYMARK. 'ALUM .: 11116". :o w' 27 S-1930: PANEL TRACK;ALUMINUM,;SGO,SILL KEYMARK 'ALUM. 1/2' � 28 S;726; REINFORCEMENTrASTRAGAL,SOD KEYMARK ALUM 29 .S-1737 HGHMSE SILL ALUMINUM KEYMARK ALUM aa �g Z 30 S�6037 GLAZING BEAD 1.00%BCD MIKRON PVC t1 f 31 S-6041 TRACK SCREEN,SGD MIKRON PVC, _ 213116`. ssr��01 E a, yss pREtgr Ara, 32 '5.6046 SUPPORT,WELD;SGD; MIKRON . PYC' S P +� 33G16 1/16 3 vie" 25(78'' 11516° 57th? +''00 k. - N F 33: GLASS SE£SHEET 2) VB" tile" 116.' »te r Nn 58201 ail} 34 H-6044 SCREEN CHANNEL MIKRON PVC �y Y }3LLL t 35 S-6045 SCREEEN ADAPTOR MIKRON PVC � I 36 P-4278 WSTP„02 Xt25.DUST PLUG .ULTRAFAB IL11 37 S•1764 SILLTHRESHD4D CQVER{8900} KEYMARK ALUM w'SIO! STATE:bF _,38. ..P 366 WSTP.,1'X7.:1"X0,7°DUBTPLUG - ULTRAFAS NOiNTERLOCK'SNAP-6061 FIXEDPNLCLIP-4295 FIXEDPNLCOVER•1S97 :REINF.-1775' HIGHRISE-1737 .�` 4 31n *r fi 4NA1 E"ys w 39 P-3302 WSTP.,0.334%0.187"EAGICFW ULTRAFAB` 2 WIT ( 40 P-4479 WEEP HOLE COVER :SULLIVAN PVC ! 2 t!g' --j— ..al; 1/16' 3316'—""—"1 i S,gd 1!2'. 5 1.3;8". —IVJ 33t1i{i6��' t4" _...— _ 4/3J2q'15 ROLLERTRRCK-:3930 tn6' M LUCAS&TURNER P.E. 9 28 2 rt6^ — FL PEq 58201 PVC SCREENAQAPTOR,-6045 SILL THRESH COVER.1764 1939 JABARA AVE. PVC WELD'SUPPORTT-6046 NORTH PORT;FL'34288 715 ...-. PH 941-380-'1574 SM,ETMORMON: 51116°r"��, C3C:0 x318' 1}g" 7tt6' 516` 1 Ire 3 30BOM AND EXTRUSIONS 112. 34. .. '9f16j . . t tt4" ti 118' '37 ORgWN 8;7.- ATE F. F 1116 pts OE A 06/03108 iliePVC'BC1REENCHANNEL-6044 PVC;TRACKFILLER-6040 FIXE©.PNLSUPPORT-1722 L— ltG 0. EV_ PVC SCREEN TRACK-6041 CWS-298 B' �c'G=J4o PVC GLAZING'BEAO-.8037 NOTE:AlL EXTRUSIONS.ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. SCALE; SHEET PVC A57RASA -:6443, RE1NF..-1726. - 1:2 4 4F 6 6 (TYP) s MAX .--•�}-Jr-MAX O.C: i 41 frypj � VYfA!$C?1aPSYST5ti5 (TYP) 1900:SW 44TH AVE:. OCALA,FLORIDN34474 -' Www,cwacc 6'MAX IF 13'MAX.,D,C. BSQO PVC (TYPIl SL11*6 GLASS DOOR ,IMPACT w I a o O Y W m i z r a a U1 7 w p C a r ° a us m z RErir court t,r t t t Na: 58201 ANCHOR LAYOUT . .: k. •:' NOTES: t1 Q C wSTATE'(!F urs A.INSTALL TiNO ANCHORS AT'EACH LOCATION. SILLANCHOR SPACING SAME AS HEAD. f' 4Rk O R% 22,SHIIVI AS.REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS,.MAX;ALLOWABLE SHIM'STACK TO BE 114",USE.SHIMS WHERE SPACE GREATER,THAN 1116",IS'PRESENT.LOAD BEARING SHIMS SHALL. 4 +QptA Mtiy�w` BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER,WOOD SHIMS;ARE NOT ALLOWED: y 3.ANCHOR.-TYPE,SIZE,.SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,,SEE:TABLE 1,SHEET 6. 4/312015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED.MTH A CORROSION RESISTANT MATERIAL OR COATING.;DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE R T LUCAS A.TURNER' P.E. PROTECTED TO PREVENT REACTION.. FL ..E URNE moi 5.114STALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S`iNSTALLATtoPI INSTRUCTIONS,AND ANCHORS SHALL NOT SE.USED IN SUBSTRAT'ES:WRH STRENGTHS LESS THAN THE MINIMUM TH PORT, AVE 84288 SPECIFIED IN TABLE`7,SHEET i5, NOR . TH P,RT,F 574 S.ANCHOR EMBEDMENTTO SUBSTRATE SHALL BE BEYOND,WALL DRESSING OR-STUCCO.'FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYONdWOOD BUCKS,IF USED,INTO,SVBSTRATE.,INSTALLATIONS SINEEOE caIP7101: TO SOLID'CONCRETE OR GROUT6FILLED CMU MAY.INCLUDE BUT 00 NOT REQUIRE IX WOOD BUCKS:BETW EEN THE PRODUCT.AND SUBSTRATE,INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 9X BUCKS: ANCHOR SCHEDULE AND BETWEEN THE PRODUCT AND SUBSTRATE: NOTES T.A MINIh1UM CENTER-TO-CENTER.SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:2"FOR MASONRY,1'FOR WOOD ANDMETAL. qwN BY: ME- 8.WOOD'OR MASONRY OPENINGS,SUCKS AND SUCKTASTFNERS;SHALL BE'PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD,AND INSTALLED TQ.TRANSRERVIND LOADS TOTHE STRUCTURE.. ADE 06103108, SUeSTRATE6-SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY'SUBSTRATES MAY NOT,9E'ORACKED. 9.SEALING'AND FLASHING STRATEGIES FOR OVERALL.WATER RESIST ANOE;OF INSTALLATIORSHALL BE DONE BYOTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS 298 t3 FMAIAAM6100(FINWINDOWS),FMA/AAMA200(FLANGE.WINDOWS),fMA/wDMAPW(BOXWINDOW4),,FMA/AAMAANDMAS00(FYTERIOROOORS). E SPIFFY 1:20 5 OF 6 TYPICAL HEAD ANCHOtRAGE' .. RPM" 27116`MIN- - MIN.EDGE DIST. ,1t4``MAX SHIM'SEETABLE.I {NTERDOR — MIN:EMBEDMENT SW 44TH PVE: } SEETABLE1 OCALA,FLORIDAS4474' f WW1N.6WS:CO' SUBSTRATE BY O'i'1tERS MIN OASEDMENT S SUBSTRAT7 SEE TABLE I 8900 Pv � } (('ryry __T j SlIDING Gl ASS B INSTALLER IANT --I14"MAX SHIM l t DOOR IMPACT INSIDE ANPOUT 27116'MIN. tp N DNTEAIC?R �n G`[i INSTALLATION ANGHDR—^ X SEETABLE'1 MIN.eWE DIST. SEE TABLE:-1 SEALANT BETWEEN W SILL RISER AND FRAME - t� `-4 6 BYINST_ALLER PERIMETER SEAv&BY INSTALLER l...JL� INSIDE AND 0{3T Ft7tSMETEI?SEACANT .6UBSTRATEBYOTtIER6 w � �� BY BIN 1 ANDOUTSEETABLE4 o °' DO NOT COVER' B HORIZONTAL SECTION w WEER"HOLES6 TYPICAL.DAN!$ANCHORAGE n MIN.EMBEDMENT' SEE TABLE t' ON 5 5? SUBSTRATE.BYatkERS �j SEE TAMP..t " SEETABLEt.ANCH9R m q : SEE TABLE i TWO ANCHORS PER {li}i1aNtE� SEALANT _ RXEO CLIP THROUGH ytyt , EAA BY 1 STAT SCREW 97/1MIN, �E EDGE G EDIST. PRE DRILLED HOLES dyP OGN /A�-VEAT[CALSEC'TION ----tfa'MAK3HIM yq} o. 5 11 . .� 6. TYPICAL,,SILLANCHORAGEFIPANEL MNDEMBE MENT SEE TABLE I .yy -Q 8T141'E" QF tf1 : TABLE 1.APPROVED INSTALLATION FASTENERSE PANE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 4Q` SEE TABLE t +q�tO D,csCt> CONCRETE{2.0 KSi M104 3116"ITW TAPCON t` CONCRETE(285 KSI MIN.) 3118".ELCO'ULTAACON• 1.34' 1' A1312015 HOU37W OR'GROUT•FILLED CMU(i t7 PCF MN.) 31t6"'I TW TAPCON 1° 3" HOLLOW OR-GROUT-FILLED CMU:(ASTM 000j 3118"ELCO.ULTRACON' 1-T14Y '211]Z' MAAX.O.C. LUCAS A.TURNER,RE. 2X Milt SOUTHERN PINE{Crt1S5} 3116"tTW TAPCt,ON 1.3!8"' t' FL PE#•582Q1 2XMIN:.SOUTHERN'BINE(G�0.55' 01DWOOD'SCREWi 1,3/6` t" RTI, ABAR,FL.34 } '. NORTH,PORT,FL.342S& I$GAUGE(9,660-)MIN,•STEEL STUD #10.16.HILTIKWIK+LEXORnw' FULLTHREADI FIXEDPANELCUP PH.B414801,674 D)MIN)KS)YIELD TEK5 SELF nRR LINt3'SCAEW THRU 0:060" 7116` CLIP.ANCHORS MUST 13E LOCAT€D A MINIMUM a R#er#D 110".ALUM,"{60&3-T5:MIN:j OR RSO GRADES SELF-TAPPING I FULL THREAD: DISTANCE OF 3'AWAY 7110" 1/0"STEL{33 KSI M N.j DRUNGSCREW FROM ANY MAINFRAME GENERAL NOTES.AND: THRUD.125" ANCHOR, EI EV{1T{ON" FIXED PANEL CLIP ANCHORS;N?t): CONCRETE:(2 0 KSI MIN,)OR 3116"ITTN.TAFCON 1" 3" INSTALLATION Wf AWNf Yy- aA HOLLONt"OR.f3ROt1TALEOCMU(tITPCFMX) ANCHOR{TYP} ADE 06/03(0$ _OHORIZONTAL SECTION FIXED PANEL CL#P.ANCHORS NTOt FIXED PANEL CLIP DETAIL $ FIXEO'PANELANGHORA6E w CONCRETE:(2,65 KSI MIN:)OR 316".ELCQ ULTAAGCN 1-1%4" 2-1/2" CWS-28$ B .. HOLLOW 4R'-tiROUT•Fltl£D CMU{ASTM G90} e. SHEEP NOTE:FIXE)'PANEL CLIP ANCHORS INTO W OOD OR METAL SHALL FOLLOW THE ANCHOR TYPE:MIN.EMBEDMENT AND MIN.EDGE iJISTANCE.LISTED IN TABLE 1. 1:2:67 6 OF 6