The URL can be used to link to this page

Home My WebLink AboutProduct Approval - - - ,File Coit'y 1 Of J Florida Building•Code Orilue 'Sa 'r"xd'" "'A "^t i s ffilm � fp,nLt3 r,.fa,. �':' BQS Home i Lo5 In !User Re9lsratton j Hot ToPicr.;•Submit Surcharge.j 51at, ads i- P.ubkatidns? PECStaq f 6Gt5 Slbe Neap:; Links.i Sea"reti Mines Pradgct Approval Pyrofessibr al ;. �SER:�eh�i5� ' hFRliration Retail Eranuet'A60iniil j.{pnU>:Prva��ei or Aeeficahon�seamh.>Aaniieadoo e�sc> , a� "FL ` EZ128567_q5 Applkid6b.Ty0e R Revlsfori 'code Version 2014'. Application Status, Approved'" - Arthived I i Product Manufacturer Town'and'Coufitry`Industries,. Address/PhoneJEmail- 400 West.McNab Road Ft.Lauderdale,FL.,33309 (954)493-8551 6rrtj@t6-alum corn Authorized Sigiiature- FrankBennardo frank@enggxp:com Tecf(nigl Representative Thomas B,.Johnston ' Address/Phone/Email 400 west McNab:Rd.. II Ft:Lauderdale FL,33309" (954)970-9999 tomj@tc alum-coin. Quality Assurance Representative, Address/,Phone/Email - Category" Shutters Subcategory Stnrrn Panels Compliance Method -Evaluation Report-from'a Florida-Registered Architectora Llicensed :Florida Professfonal:Engineer Evatuation:Repo'rt-'Hardcopy Recelyed' F►orida_Eilgineei'or AtchitecC.. wh'-developed, Fr'ankI.Bennardo . tlie':1=valuatldn:Repot't .� - - Florida.License i PE-0045549 Quality Assurance:E6tity National Aocreditatidri,and Management Institute Quafity Assurance:Contract Expiration Date 1 213 4 12 0 1.E _ Validated By ORLANDO L.BLANCO;:R E f v Valldation Checklist Nardcopy Received Cerdflcate.;ofindepeirdence. Fli_285E� RS COi ndgo2,rdf FLi2656 RS COS dndeti 3:odf l FL12856'R5 COT Ind en 4"ndf FC12856 R5 COI'Indcn.odf -Reference'd Standard-and'Year W( Standard) standard. .Year 1 ASTM,E1886 2002. ASTM'E1996 1002 A5TM E1996' :2012 - ASTM E330 2002 TP S 201. 1994, l 7AS 202` 1994 ' TRS 203e .1994 httpsJ%wrw.flaridabuilding.org/prier,app__eltl asps?param=wGFWXQvvtDgvEiril.i'Vv XAb...' .7/27/2015 Florida Building Code Online Pale 2 of 3 i Equivalence of Product-Standards Certified By Florida ljcensed.Professional Engineer.or,.Architect i FC1285n RS Eau iv Foul,.,!-Rdr` FL12856 RS Eauiv Eauiv 3.oe,f. FL12856 RS Eauiv'Eauiv d.odf FE12856.R5.EddiL Eoliiv.pd Section's from the•'Code: I Product Approyal Method Method 1.OptiontD i Date'Submitted 04%Z8/2015. Date Validated 04/Z9y2015 Da[e Pending.F5C Approval 05/04/2015 Date:Approtied 2015 i Surrrii:mar 'of'Prodtacts FL.#. Model,.NurmberorName Description 128S6.1 D 056"Aluini'num.Storm Panel 0.050"Aluminum Storm:Panid'with Optional Clear Panels Limits of Use InsEallatian Instructions Approved For use in HVHZ:Np. FL12856 .R'5 I_1 Dioq.pdF Approved.fgrruse outside HVHZ:Yes Verified'$yc,Frank L Benriardo,P.E.PED046549 Impact Resistant:Yes: .Created by Indepe.'ndent.Thfrd Party:'Yes Design Pressure:'N/A Evaluation Reports Other:Shutter meets requirements for"Wind Zorie:4"and FL12656 R5 PE E.ral.ndf Missife,Level .D"a's:defined in ASTM E1996.See installation Created by:Independent Third Party:Yes i ..(CLJes1gnPF9SsttFe42at I ngslby size, _ dditional.use limitations and installation ins i2856,2 "Safety Fdge'"Storm Panels "Safety.Edge"Storm Panels,:28ga•(0.018"")Steel,0.022" ' I'Alum'(Perfand Non-Perf)„.ClearPolycarb(Fuffand'Half) Limits of Use I Installation Instructions FL1:2858 R5 11 Dwd 2.odf Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo,P.E.PE00. 6549: Impact Resistariti Yes Created by_.Independeint Third.Party.Yes DesFyn%Piessure,.+54/-54 Evaluation Reports Other:This.proddct is not valid foruse within the HVHZ.. 'FL12856 R5 AE Eval 2.ndf See Evaluation Report and'engineering drawing.for Created by Independent Third.Party:Y s additional limitations'and conditions of use. 12856.3- 24ga Steel Storm Panel 24ga(0.02326)Steel Storm PanJwith Optional ClearPanels. Limits of Use Installation Instructions Approved for u-sa in HVHZ:'No FL1'2fi56 RS 11'Dwa 3.adF Approved for use'outside HVHZ:Yes- Wi fled By:Frank L Senhardo',.P:E.;PE0046549. Impact Resistarit;.Yes Created by'IndependentThii-d Party:Yes gesige Pressure:+Ibb/400- Evaluation Reports OtherfThis product is not valid for use within the HVHZ or FL12855 R5 AE Evai 3.odf Wind none 4.See Evaluation Report and:engineering. Created by Independent Third Party:Yes. drawing.foraddltl nal limitations and conditions of tise. 12856.4 Aluminum Hinged Stoi-in.Panel .050'.'Alumihum Non-Porous Hinged.Storm Panel: Limits of Use. I Installatlon Instructions Approved_for use in.HVHZ:Yes': FL12856 R5 .I1 Dw0 4.odf Approved'ior use outside HVHZ:Ys: Verified By:Frank L.Bennardo,P:E,PE0046549 Impact Resistant:'Yes Created by Independent Third Party:Yes Design Pressure;N/A .Evaluation Reports Other.Shutter meets requirements for"Wind Zone 4-and FL12856 RS AE Eval 4,nd Missile Level°D"as defined in AS1M E1996.See installation J Created.by Independent Third Party:Yes instructions for speciflc Design Pressure Ratings by size, :additional.use.-limitatiorls'and installation instrlctions. pacK Nett i Contai lls::.1940 North Monroe Strm_t•'Tallaha.tis_e'Fi 37, ,E Phone:850-487-1ti24': TheStaie of.Florida Is'an AWE=O.emDlpYez.Coovrioht 2007-2013 State of Finrida.::?rivary Statement•::AccQssi6ility Statement::'Refund Statement ..under F bi da law,email addresses-are pdblk records.If you do not want-your a=mall adds em reieased.ln response to a pubilc•rewid9 re0uest,'do not s>Rnd electronic mall`to this entity.Instead;contact the office by phone or by traditionabmail:'lfyou have any puee-d ns,please.contact 650.487.1395..•Puisuant to i hgs:UwwwJ1oridab0dihbr r/pi_app_dtl.aspx?parani=vvGEVXQ,,-tDgvEmlfWvK4b... 7/27/20.15 SAFETY EDGE 8t POLYCARB STORM PANE ' S 2$ga (0:018") STEEL&,0.1.00" POLYCARB GENERAL NOTES: s _l 1� 1)Tt[35 SYSTEM HAS BEEN TESTED AND EVALUATED AS A C ' .0;018":GALV STEEL PERFORATIONS I' -2•""� 0.010"GALV STEEL MISSILE IMPACT PROTECTIVE SYSTEM IN ACCORDANCE WTfM B.p:• (�n ,'�. J C (• (OPTIONAL). REQUIREMENTS OF THE FLORIDA BUILDING ODE(FBC),.THE ' ty 0,378"' \ \ T PERFORATIONS INTER14ATIONAL BUILDING CODE(IBC)AND THE INTERNATIONAL'l y SAFE_EDGE 0378' c �1 (OPTIONAL) BUILDINGCODE 1RC CURRENT EDIRON,FOR USE OUTSIDE THE" 1• p`�' n 2y ?y 1.125" (1/4"_EDGE p7` N rG. SAFETY EDGE VELOCITY HURRICANE ZONF.PER ASTM STANDARDS E330,F.I8B6.•& , '' pro• I `�S•. �:L25'y 'r�' 'lr. H .�1''-1 N r -Y35°•� 1/4..I,YP r �"'-'• I1�JJJ `y 0:378" ` ( ) E3996 SEE PROOUCTEVALUATION REPORT FOR ADDA]ONAk r a �4•.Ba4! .�4.844' Y INFORMATION. �f s �---- CO Z) NO 33.1/3°h iNCREASEIN ALLOWABLESTRE55 Hq5 BEEN USED3N UI 6 Z o 12°.COVERAGE_ 0.378' THE DESIGN OF THIS PRODUCT.WIND LOAD DURATION FACTOR ••�� m w 8 .. 13.5"TOTAL WIDTH ,7,5319 TOTAL WIDTH Cd 1 6HAS BEEN USED FOR WOOD ANCHOR DESIGN.. gq C 3) POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR 1ILL 5( �`�STEEL STORM PANEL PROFILE STEEL HALF-PANEL.PROFILE'.,. USEWITHTHISSYSTEMSHALLBEDETERMINEDPERSEPARATE. i �a ... S ......... *Q ..........._......_.__.__._..... _._._._.__...._ _..J _.._. e �J4'R1-0' SECTION i" 1'.0° SECTIONENGINEERING'IN'ACCORDANCE'WffNTHE`GOVERNINGCODE. '• .Nw Li PRESSURE REQUIREMENTS AS_DETERMINED IN ACCORDANCE WITH w•• �P ASCE 740 AND CHAPTER 16D9 OP THE FLORIDA BUILDING CODE FIFTH. .i Cl EDITION(2014.SIIALL1 2"� 0,100":POLY• f`2`� f--2'-•-I NEGATIVE DESIGN PRESSURE URE CAPAE LESSACITY VAALLUES LI D;NEREiN FOR• N CARBONATE (:ED 010') -}— - ASSEMBLY 0 m 1.216' I NAY A)THIS SYSTEM HAS BEEN DESIGNED WITH NO SEPARATION FROh1 •1• '0 7S ,ry. .. O M)E GLAZING REQUIRED FOR ALL.WIND ZONES IN ACCORDANCE WITH 216" t ° 0 HSIDI.E1S96-09.TTIS ACCEPTABLE BY CODE UNLESS OPRONAL QO" CARD ( •l:sa \ CRITERIA ISINDEPENDENTLY ADOPTED BYTHEAUTHORITY HAVING u0;75" JURISDICTION. ' 5.000"^� _5)t*SIGN PRESSURES NOTEO•NEREIN ARE BASED ON.MAXIMUM .A 1.25 �$•000"' �" TESTED PRESSURES.DIVIDED BYA 1.6 SAFETY FACTOR. 12:5"'COVERAGE I F • 6 1s TOTAL N7DTH 13-TOTAL WID---� 6)THE SYSTEM DETAILED HEREIN IS GENERIC AND.DOES NOT N g - 8,413•TOTAL WIDTii PROVIDE INFORMATION FORA SPECIFIC_SITE.IF SITE CONDITIONS �•�`!�"� DEVIATE FROM THE CONDITIONS DETAILED;HEREIN,A LICENSED �g R POL-0 CARII STORM PANEL PROFILE /1d POLE"" HALF=PANEL PROSI o; ENGINr�E TST REGISTERED vcoN uNciDNw[T in suo uo-iPEir`'° �m � -__ -- 7)THE ADEQUACY OF THE OaSING'STRUCTURE TO WITHSTAND � i tw0 s,Min SUPERIMPOSED.LOADS IS OUTSIDE THE SCOPE OF THIS ' ' '114-20 x3/4"S,S STUDS THICKNESS CERTIFICATION AN1'SHALL BE VERIFIED BY OTHERS, I r�3/166-(F\ SPACED An. '05116, 8) CLEARPOLYCARBONATE PANELS SHALL BE ALTERNATED WITH �• �g -12'O[C UP TO 45-PSF OA1B'(MIN)61ALV STEEL PANELS SUCH THAT NO TWO p WIDTFfUNLL14ITED ^ U 6 O.C.UP TOS4 PSF T PO YCARSONATE PANELS ARE AD)ACENT TO EACH OTHER. t-Q ti (CONN S R . MOUNf1NGh p s r[ e ��' 9) Noi3 KEYHOLE WASHER REQUIRED ONLY WHEN%`0 WASHERED 'eS' Y (ONN AS REQ'O) ;SECTIONS I M '�2•I ^ "" •WING NUT No,6I9 USED.WHEN LARGE WASHERED WING NUT NO;7IS_ n. �� '� I 0.000"TYP '" _ U Q. , I •� USED,THE NO.3 KEYHOLE WASHER ISNOT REQUIRED, ' �. ...LLL I Ty' 8,,; 10)ALL GALV STEECSTORM PANELS SHALL HAVE MIN GALVANIZED •EE r - - ��ttaD y � (---"-2,000"•-4 THTCXt4 t-0,018'ONFORMING TO AMI A653,STRUCTURAL `p" I 'KEYHOLE. QUALITY GRADE.40,WITH G60 GALVANIZED'COATING AND MIN s' OPTIONAL . STUDDED ANGLE WASHER sNAllCLEAR BEMFOBYTRANSPARENNATE TPROTkCITONSYSTEM95]OgOG k gggg 2d_ PLAN z ..PERFQ RATTC7 NS• C • 1.•p" .6"-1'•0" THOSE WITH 6 25 COVERAGE SHALL BE MANUFACTURED eY•7OWN® VIEWS .1. '3'a V-D" •ELEV (tea rCUUNTRY INDUSTRIES,Inc.ALL POLYCARB PANELS SHALL BE _ n•T- '�EXIRUDED WITH THICKNESS tm0.300"(f0.010')AND SHALL BE gg A 9999 9 'MANUFACTURED FROM 100%SYNTHETICTHERMOPLASTIC POLYMER "�O'� p Ut 0 ,I ,• :, <RESIN(UV STABILIZED).TYPICAL 1ENSILE STRENGTH FY�6.908 KSI, g 3,d 1 e.t°r W L ^*. •KBTXURAL STRENGTH FOi-12.90 KSI;'&FLEXURAL MODULUS IS 328.7 S.d j/g 12)ALL EXTRUSIONS SHALL BE 6063 Y6 ALUMINUM ALLOY,UNLESS r ALGMINUM STEEL J=PAN NOTED OTHERWISE. �Bj1 13) PANEi4 SHALL 8F➢FRMANENitY LRBELEOWITH A MINIMUM.DF'CLOSURE' /,••�-•�CLOSURE •ONE'IABEIPER-PANELAS FOLOWS:�1.J f TOWN&COUNTRY INDUSTRIESI °.esv11 O \� ma•�Y.O., FT,LAUERDALE FL } / ASTM E1B66,E1996 8,E330 MISSILE LEVEL.D 'wmlwxrFrvxLeBnwwrE i FLORIDA PRODUCTAPPROVALNUMBER .•"- 14) STORM PANELS HAVE BEEN DESIGNED AND TESTED TO THE 15-2337 BOTYOM F.� MAXIMUMfSPANS AND LOADS SHOWN ON THESE DRAWINGS. so,",,L, (ONN AS REQ'0) ----- �-,--, o.a2' °?s• REFERENCE CONSTRUCTION TESTING CORPORATION CCTC OF MIAMI, PAOn 01135a M01it a°s� IN'ACS ans• !FL)TEST.REPORTS N04-004p'rt04.OD5,»7104.00fi:. 1 TYPICAL ELEVATION 3 KEYHOLE PUNCH WASHERED WIDE BASE AMOY. PST HfOR)ZOUNTALLYWHSDICTATE. TAT15)TOP St BOTTOM .. PANELS MAYBEMOUN SHOWN MAY EHDNGEDAS . N T.S, 6!o,lr-D" ELEV w�,�. 6 WING NUT 7 WASHERED'WING.'NUl'• 16)'ALL BOLTS A WAS HERS SHALL BE ZINC COATED STEEL., �,I GALVANIZED STEEL OR STAINLESS STEELWITN A'MINIMUM:TENSILE u NIS NTS. YIELD STRENGTH OF 33 KSI, r. a � •• 1 . - 1'M49 IERDARD9,P.F_ ✓� EXISTING HOST STRUCTUREANCHOR PER EXISTING HOST 7 •• ANCHORSCHED L4' CTUREF TYP V, BEND PANELAROUND N (DIRECT MOUNT) I .`P Shl�r CORNER&STITCH:TO �y 1_ q w {�•2"TO 5" L �y� ADJACENT PANEL.Eh18ED I4 5, Ir17t., , G , WITH 1/4-20 BOLTS � F: Yl' SHE ARED WINGNUTNTZ4 GLE C u.U• a s1 FASTEN PANELS TO h.. EXISTING HOST. y. Z C1a ANCHORS AT 17 O (USE'ANY HOST STRUCTURE OR VAR ... STRUCTURE m 7• - ANCHOR FROM ANCHOR SCHFD) TO STUDDED ANGLF . .. R (TOP AEON VALLEY 2 .:TRAP MOUNT CLOSURE. : ......._................_ _ _..._...._ .. ._.......... .. -- ..... ..._ ...:. -t4INIMUM...._. CORRUG Tt0 .`....... EXISTING I_SEP PER ¢. . '- CLOSEST TO CORNER,..._ :y 3"=:1-0" ,PLAN VIEW m 1w GLAZING SCHEDULE (EACH SIDE) „-i p a 1 ' 4 CORNER CLOSURE lY4 20 x 3/4"S:S STUDS SPACED AT. .7 N.TS._ PLAN VIEW ., 12"O:CUPTOgSP.sF 1 N A � -6'O.Q UP TO'S4 P5F114 /J/� __[MAX / CC� ^EMBED i.f'F P u m '�j��.i}{� 4� S ANCHOR PER ANCHOR �Li3 EXISTING HOST '( _ SCHEDULE(STUD STRUCTURE .� ANGLE ATTACHhOTNT) MOUNTING SECTION (///.3 WALL.MOUNT CLOSURE: 9 ' 3".,,V-07 _ 3•o f-p• PLAN VIEW GLASS SEPARATION SPAN:SCHEDULE. GLASS:SEPARATION SCHEDULE.NOTES: gill� r , „ 20ga(0 O16I GALV STEEL PANELS SCHEDULE 1,GIASSSEPARATION SCHEDULE MAX LOADD;'. paf '(REQUIRED ONLY IN ESSENTIAL FACRITIE5).. •PROVIDES MINIMUM SEPARATION MAX SPAN 9'-2. (ALL.MOUNTING CONDITIONS) DISTANCE REQUIRED BETWEEN,EXTERIOR, 4 S. ¢u G 3.1. 2 MIN SPANS: 26' (DIRECT MOUNT TOP&BOTTOM) 'FACE OF GLAZING'(OR OTHER PRODUCT �@p 16- -(AUtOTIHER CONDITIONS) :BEING PROTECTED)AND INTERIOR FACE ANCHORS AT 171 O.G. d d' 'EG@Qe 0,1064.CLEAR POLYCARB FULL/HALF-AP NELS 280a(0.018")GAW STEEL PANELS :OF INSTALLED STORM PANEL.. :(USE ANY,ANCHOR, " MAX LOAD? t54,0 psP. `- MIN.GLASS SEPARATION FOR IiJSTAUATI0N5 2•SEPARATION DISTANCE PER THIS FROM ANCHOR SCHED), MAX SPAN: 9:4" (AU.MOUNTING CONDITIONS) .MI . BELOW 30'AIfOVE'1, 1 5.375" SCHEDULE l5�REQUIRED FOR USE t^IIIH ERSTING HOST +MIN,GLASS.SEPARATION FOR INSTALLATIONS. POSITIVE LOADS ONLY. 'MIN SPANSL 2i' (DIRE�1'MOCONDI &BOTTOM) GREATER THAN 30 ABOVE:GRAUE%5.375" 3 SEPARATION FROM GLASS IS STRUCTURE 15" (ALL OTHER CONDITIONS] REQUIRED.ONLY'WHEN INSTAU t I� > —-- WITHIN ESSENTIAL FACILITIES, p BUILD.-OUT �M�A 0 100°CLEAR POL1'CARB FULL-/HALF-PAhIELS C�PYR�RFMN5L R7aLVW P.B MIN,G LASS *30ARATION ABOVEFOR RADE:-7,350ON5 MOUNT CLOSURE 15-2337 MI . E SS,SEP.'ABOVE GRADE: 7�350P, € • MIN. GLASS,SEPARATION FOR.INSTALIATIONS' 3" PL AN:V1EW e•1'-0` SCAM :3 'GREATER7HA1J30'ABOVF.GRAOF.:5.375" Z� Pnuapg,�RtPnDtt1 ' a T .ANCHOR SCHEDULE�:(STUD ANGLE ATTACHMENT) ANCHOR SCHEDULE (DIRECT MOUNT). __ SDem Spaps Spam Spans .. ¢a '+'^f��.:�_, A✓i LOAD Up Tv 6A To Up To 'UpTo j{��{{y�'• j i ANCHOR: (psn ." S S!•0"' .6'•e•' ,7 6 :9'•2" F]�') Pans Spans 5parro Spans 1/4°ITLY B.S.•TAPCAN W/ 33 16.0'. 16.0"' 16A" 96'r S IDAO U.70 ,Up 70' Up To iUp TO EM3Eb,1-1J4'EDGB •` ANCHOR' (psT) S'-0" '6'-B" %'-6" . 3B 16.0" i60 160" 160" _ GIST.(3192p.NIH COHG) - 1/4•PANELMATE(PLUS OR 33 m : 12 0 Ila 12 OI �y�•� 1:!Ik� :'1(C 47 16.0' 16 0 16 0' .16 0' FEMALE)X 1,3)4'EMBED _ 54 ]6,0"" 18 D 16 0' 36 0 i (3350ps1 MUN CONC) 38 12.0" f2 0' 12:0 IZO_ �'.,�'.• �'pI��II vsN� 95 1x.0'! 12.0 - kz.0" 120" 4•�' a.:"�"'G 1J4"EtCOULTRACONI+314' 33 1G.0". 16:D"• Y6.0 {] S4 6h, 6,0". .6.0't 6,0 EMOLnj1?I1iN..ED%DISI'.. -3B 16,0`y 16.0" 16:0" 16,0'� {{uu - .. 4i ° (3846psIMIN CONL1 Gt. 1 4'lTW"SAMMV555C' 12;Q" .120" J �j 1 33 12.0" 12.0" i'a p •1-'��'" 47 16.0" '16.0' 16.0' 16.0" wli 1-3/4"EMHE6 4„ "iP.•n. t 38 1b0" 12A"' 12.0"' '12.0" 1t• - %% .54 160• i67o" 16,0• I6.o" ANCHOR NOTES; (3295psl MIN tANCT .._-- __ 7ULL IU .6 •- - a 45 -IL_W 12.D" i2.0" 12,b"' 3J4"ALL X 7j6'95DLD•SEr '33 16 D•'• S6A"- 16.0' 'Isla 1):'ELCO PANELMATE"ANCHORS MAYBE ELCO FEMALE m ZZ B AN/IOA N ED EHOFD® 38 16 0" 16 0" 1B4O' 16.0" .'54 -6.0" 6.0?r G.D" 6.0" ' Z N W 7.1 4°MIN EDGE.UISi. PAWELMATEOR ELCO PAFIELMA7E PLUS,AS ILLUSTRATED: p�$j (9o00pstMIN CD NCI .47. 1d,01 160 10,0" 1G,0,"„• 2) ENSURE:(4INtMUM 2"EDGE DISTANCE FOR ANCHORS IJ4'ALL POIIi'(S SOUD•SET 33 12,4" 320' Y2,0'• _12,0" .1-I-�i• � -- HOLLOW ANCHOR X 7/8'EMBED fi W`rS Sq 16A° 16.01 15,9" Y5.9"' DISTANCE OF 3/4]S ACCEP ABLE FQR ANCHOR570 1.1/q°MIN EDGE D[ST j8 12.0^•, 12-0 12,0 12 0^ ....N r.�'.3•._._-� I&JULLENIUH.MlI1FASt..:. 34 ..i6A"_...,IGO"_...Isla'!..-16:0:' ....... ... ..._ .. ...... ..._.._..... - ..... 45 12A" 120 12.0 12.0' ........... ......... ...._....._ _...... (3600p°t MIH 6aN� •• tG x W/.11t4"EM6E0 1'MM., )VOOD.._......_. LLj �, pR ....... ..._ .._...... EDGE DIST,(3275 psl tdlN -,38 16.0" 16.tl" 56.0". 16.0:' .3) 71TNIMUM EMBEDMENT SHALL BE A5 NOTEO IN S4 6.0" 0,0 •6,0 .6,0" s1 1009 ' -- EDGE 47 16,6'! _16.0" ,ifi.0"- 1G,0" ANCHOR SCHEDULE,,MINIMUM EMBEDMENT AND EDGE < ` DISTANCE EXCLUDES'STUCCO,FOAM,BRlgK AFID.OTHE9 54 16.0'. 16A"• 16,D" 16.0" N - 1VALL FINISHES. - G Spans 'Spans' SDem Sppns. � Sparrc Spans Spans. Spans 4)ANCHORS SHALL BE INSTALLEMIN ACCORDANCE. LOAD Up TO Up7o, 'Up7o Up To LOAD UpTo UDYo UP Tv. Up TO WITH MAN(IFACTURERS'RECOMMENDATIONS. >_ ANCHOR iPs1) 5'-0"' '6'-8'• 7'-fi" s .ANCHOR 050 Y-W. 6'•B" T•6", S},All.CONC ETE ANCHORS SPECIFIED HEREIN SHALL y G R. 2/4'PANEUTATE(PLUS OR 33. y2.O" 12 0 12.0" 12_0" g 1/4"ITN S,S.TAPCnN Y/!, 37 14,5' 11;9" 10.6" �7.9" BE INSTALLED TO NON-CRACKED CONCRETE ONLY.ALL FP,MALE)x 1.3/1'P14BED 36 12;0" :11.0" lZ,D• 't y- -Y YI 1-1/4.EMBED,4'FIIN.EDGE--- ---' BLOCK SUBSTRATES SHALL BE ASTM C-90 MINIMUM,. (3350p57 MIN CAHC):. DI' - 389.2" 6:9" DIST. ._....__.._. 6) WHERE EXISTII.IG ST(IUCTURE IS W000 fllAtt[NG; 45 12,0" 12.0+ 12A" 12.0" '47 10.Y' 0.4"_ .1� 5.6" EXISTING CONDITIONS MAY'VARY. FIELD VERIFYTHAT .54 B.9"' 7.3" 6.5" 4.a- FASTENERS ARE INTO ADEQUATE.WOOD FRAMING ; ""� 33 12 0" 12 0"• 12 0" 6 0't V) $, ._._..._._ .. 1/4'fR'!S t4MY5 SC°' 12 4' S MEMBERS,NOT.PLYWOOD. LY1 •,,,• - ?.�B p'^• . 1/4"ELCO ULTRACON W/ '33 16.0" 14,0" 17.1" 1i,1" q YlITH 1,1 4"EMBED F an 1.1/4°EMBEDI 'Iti T,EDGE -' '- 7) WHERE.ANCHORS FASTEN TO,NARROW FACE OF 0. J• 38 12•fN' 12,b" ,32.0" _12_C" _ z DIST. •38 id,0" '13.5"`'12.2" 9.6"' STUD FRAMING;ANCHOWSHALL BE;LOCATED)N CENTER, m 45 i2.0_' 12.0" •12 0 m 4 47 143". 'f17 1D.4" 7A"� OF.NOf41NAL 2X4,(MIN)WOODSTUD(I;v.314'EDGE 12.0" ^.g. 9- .. .34 60" 6,0" 6.0 60" m 54 114". 302. Vol" .6.8" DISTANCE IS ACCEPTABLC FOR ANCHORS TO'WOOD. FRAMING. WOOD STUD SMALL BE"SOUTHERN PINE' 1/4'ALL POINTS SOUD-6ET 33 170'+ ]2,01 1210 120 ' � III"ALL POINTS 50Ll0.SET 73 6.0° 1&0' '16.0" ']6,0" ) AHCFIORx7( E6tDE0,2° i(1 3' AHCH00.x7)H°EMBED,3" Gm0 42 OR GREATER DENSITY UNLESS OTHERWISE 73 38 ]G 0" Y6 0' I6,0 1G 0" NOTED. Miry.EDGE blS7: _'MIN.EDGED75T. �p q5 120 12,0". 12:0 1nO' o. ,y t .47 16 D". 76 D !6 D 759'. 6) ANCHOR SCHEDULEAPPUES.FOR ALLPRO(7UCI5 '�1'tir�l - $s 151 14.7 13 9" CERTIFIED HEREIN BUT ONLY PROVIDE9 MAXIMU61... _„-,_,� 54 6.0" fiy0' 6.0, 6.0" .-.---- ALLOWABLE ANCHOR SPACING MAXIMUM ALLO'ABLE ., ,.. 1/4•MILLENIUM`MILLFAS- 33• 16,0" 4441 14.4 13 3" SPANS AND PRESSURES114DICATF.D W SPAN SCHEDULE, .. ....� ... Y!/1+1/4'EFIBED;1°NUI! 3B 16.07 14 2_ - A N! p .13.3' I]:G" SHALL APPLY.. $ ns' Spam Spam Sans EDGE UI51% 47 t6.0' t33 ;12.0" -9,4" 9) MACHINE SCREWS SHALL HAVE MINIMUM OF 1/29 0. AHOIOR LOAD 'UPTo Up TO BA,Ta UpTo ' RU - --^--•- 114GAGEMENT OF THREADS IN DASE ANCHORANII MAY' .1 � (P ) S'-0" fi'-8" 7'-6° 9'-2" �54 14,9:: 123" 10,9" .0.1" HAVE EITHER A PAN HEAD'TRUSS HEAD,.OR,WAFE.R '1/4"PANEUTATE(PLUS OR. 33 12.0'! 12 0 120" •1264 HEAD(°S(DEWALK,06LT°)U.N.O. FEMALE)x 1.114"EMBED • rJ LOAD Spans SpaD]' :SDans 'Span' 'E 38 _12 0' 12 0 12:0 120" 0 Up TO UD 7P UpTo Up Tp q5 120- 120 12,0 120" A ,a = ANCHOR (Psf) s is 6 0 7'•6 0 2 n P 54 6 o 6 0' ..d.0 6.0V I �p: t "1/4"ITW S,S,TAP=OR, 33 16 0 15 7 m AS? SU�y ,1)4°i6.8 STAINLESS STEEL 33 12:0' 12 0" 12 0 120" 07 Wjltl 69 _ .W g 914 WOOD SCREW X2" 38 S6D 149 14,3_ 132 o(j HANGERBbLTx2"EMBED + 12A". ¢d¢iSy m EMBED 0 36 12.0' 12.0' l2 0 47 Ica 139 12.8 307 0� 1 - -- '!1gg ({ _ }EMBED•� 45 120'+ 42.0' 120' 12.0". E $ j G ,. (ate• 54 1y,0" 19 3 12.0 9] 3 to Iti® 54 fi3O"' E:O" 4.0 6.0" o i1 dg➢. h O 1/4"LAG SCREW x 2' 33 Isla" 15.8" 19.7" :IS,S" .. _ ggqppp@s@ O THREAD EMBED. 38 36.0" 15.0" 14.S'- 33 F s i •3� f 12.9" 10.9"' Spans :Spav :Spans Spans $DdnE g t; 59 LOAD Up TO Up Tv Up'Fo Up 7v. UpTo gg O "p --- i ri1 .ANCHOR (P� .9,•2u 8: pB@Ba r Spans: Spann. Spans Spans Spans 1/4'PANEIMATE(PLUS'OR*. 33 '12.0' 12.011 12.0" 12.OT'.. 3 LOAD UpTo. Upr Up UPTo UpTo; CF FEMALE %1-]/4"EFffiED t ANCHOR010) S'-0" G'8 .T-6" B'-7" '9'•2". Efi �. 30 12L0'_ 120" ]2.0:' 12_D_' I2.D° C67Y7gRRFaRML14711N1M7E 1/4°RW.5.5;TApcoN 6R 33 16.0 16.0 16.0 16 0 16,0" y•[+ 45 !2 0" 17 0 12 b 12 D" 32.0"' Z J�+2337' z FLCQ ULTAACON x 2'EMOFD,_38 16 D 15.91 19 9 15 B 15 B" j L�7, '!-•., 54 b D" 6 0 '6.0 8 0" 6,0" By LeF 1 - ( 47 16 a' 14 7 14.1 73 4 ' 12.B" �i 1/4"18?8.STAINLESS STEEL 33 12 D'' 12 D 12 0" 12 tl" 120" PAGE VENCR7PTIGN: 54 I5.1" 13.5" 12.7" 11,9" 11,1'r 00 HANGER BOLY X 2°.EMBED .38- 12,0" 12,D' :12,0 12V ' ,- LTU�,y. 1/4'µGSCAEWX2' '33 16.0'.' 35.7" 15,6 15,4"' 15,3" s 4412_.,0 12:b"' a a moo"EMBEOMEtiT .38 'Isla" 1.7-9" 14.4. 13,8"- 13:3'! - -54 -60`.`. b0'! 6.0 6.0". 6;0"" Da }EMBE01 47 16.0' 13,9" i2.9" 10.8" •`n.`77J,/1 -54 16.0" 13:3? 12.a" YY0.7" 9,A"