|
r18 ANCHORS
<br />- _(SFE SOMION EZI & ALTUMTNF E21w ON SHEET
<br />MOTE 2)
<br />a
<br />A�MINIM
<br />LaS!i�1i1�1►1R:Sil:1
<br />ENGINEEMING
<br />ENGINEERIN13 EXPRESS@
<br />PRODUCT EVALUATION REPORT
<br />September 16, 2020
<br />IcationNumber,, -RZ
<br />Application T7B89.t
<br />EX Project Number, 20.31543
<br />Product Manufacturer. .AltAmoncon Shuttotsand Glass
<br />ManufactutefAddrerss-, ISO Donne Road
<br />West Palm Beach, FL 33409
<br />ProductName' &'Dascripaon: 24ga Galvanized. Steel Stortn Panels
<br />Large, Missile Impact Resistant
<br />Scope of Evaluation:
<br />Tlva Product Evalation Repodis being issued in aCIXNdanGe with the requirements aftha Florida
<br />DepormoM of Business anti PfatessWnal Reguiatlon lFbr4da Building Commission) Rule Chapter
<br />61 G20-3,005, F,A,C., for statewide acceptance per Method i(M. The product notes above has been
<br />tested and/or evaluated as Summarized herein to show compliance with the Flown Buudlag Code
<br />Seventh Edition 02o and Is for the I Wee le at e Code.
<br />(2 ) purpose mended. at equivalent � that taquired by the ode,
<br />Re,-ooluallon of this product shell be required fWkpMrkg Pertinent Florida Bulking Code modifications or
<br />rewislons,
<br />Substantiating Data:
<br />• PRODUCT EVALUATION DOCUMENTS
<br />EX drawing *2031643 ilCed "24ga Galvanized Steel Storm Panels (I'NHZ E NOM+N O', shears 1-5,
<br />prepared W Engineering Express, signed & sealed by Frank 8ennardo, P.E. Is anIntegralpart of this
<br />Evaluation Report.
<br />TEST REPORTS
<br />Uniform state structural performance has been tested in accordance with TAS'202 test standards par test
<br />ropm (s) 08T ASG-17.001 by BlackwateT Testing, Inc.
<br />Large n0salle Impact resistance and cyckc load ng performance has been tested In accordance with TAS
<br />201 and TAIS 203 test standards per test raport(s) PST-ASG-47-001 by Slackwatet Tasting, Inc.
<br />STRUCTURAL ENGINEERMO CALCULAI)ONS
<br />Structural engineering calculation have been prepared which evaluate the product based On
<br />comparative and/or rallonal analysis to quality the fbllowIN design cdteda:
<br />t. Maximum Allow" Spans
<br />2. Minimum Alow"?pors
<br />3. Minimum Gloss Separation
<br />4. Anchor Spacing
<br />160 SW 1211 AVENUE SUITE 106, DEERFIELD BEACH, FI:OAIDA 33442
<br />(954) 354-0660 1 (1366) 396-9999
<br />TEANOEN:GMEERINGEXP'RESS.CON
<br />'ENGINEERrNGeXPRFSS,COM
<br />ft8"i AJ.UMINWu
<br />P3W R9YET -._-
<br />1
<br />f
<br />E 1
<br />2 PER
<br />ANEL
<br />LENGai
<br />4.0 P s.Y.
<br />4
<br />LAST PANEL(D TO BE INSTALLED AT EACH OPENING 5KA(L ALWAYS BE
<br />PROVIDED W// RCAR HANDLE TO FACIL,RATE INSTAi3.AT10N IF INTENDED
<br />TO BE INSTALED FROM INSIDE OF STRUCTURE..
<br />(t .. Ot 1pplSULsd E-2 NANG STORM PANEL SYSTEM--
<br />�� C40�9NSYSfING OF P��+ ConC_ TrtA0K5 TOP A BOTTOM.
<br />T2), END PANELS SHAL€. AUN SE CONNECTED TD BOTTOM TRACK
<br />OTHERWISE A STOP &N? SWCLL pE PRONIDEO AT `FOP OF SUCH
<br />PANELS.
<br />(3), IF END PANELS ARE CONNECTED TO pOTr06d TRACK, COr¢NE17ON
<br />SNAL.L CONSIST OF 1/4'e-20.Z/4' M.S. W/ 7/e's /32" WING
<br />NUT OR I/4"►x3/4" tin_ THUMBSCREW INTO YAPM BOTTOM
<br />TRACK. LOCATION OF" FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR FLAT FLANGES OF END PANEL.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (I.e. A STOP BAR IS ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SHA•I. BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (37 ,AEOVE: IN SUCH CASE, CONNECTION OF
<br />PANELS. TO BOTTOM TRACK MAY OCCUR AT ANY PANEL. LOCATION..
<br />t INSTALLATIONS ONLY VAUD FOR WIND
<br />SPEED UP TO 170 m.9,h.
<br />ENGINEERING
<br />Page 2 ot2
<br />All American Shutters, and Glass - 24ga Galvanized Steel Storm Panels
<br />No 33% increase in allowable stress ties been used In the design of this product -
<br />Separation trom glazing is not required W Inslallationsoutside of Wind zone 4 and essenflat fac Cities.
<br />Impact Resistance:
<br />La Impact Resistance has been demonstrated as, evidenced i ous listed test o s ` and is
<br />Large rTlpa In prevl ly Ia Tep d(.t,
<br />accounted for in the engtheentlg design of this product.
<br />VWnd toad Resistance
<br />This product has been designed to taslet wind loads as Indicated in the span s0edWs(s)'on the
<br />respective Product Evaluation Document Po. engineering drawing),
<br />Installation
<br />This product shall be Installed in strict compliance With hatopeC(n a Product EvalUagon Document. ( a
<br />engineering Crewing), along with all components noted therein.
<br />Product components shall be of the material specified In that ptoduct's respective Product Evaluation
<br />Document (I.e. engineering drawing).
<br />Limitations A COndItio/ls of Use:
<br />Use of this product shall be In strict accordance with the respective Product Evaluation Document (i.e.
<br />engineering drawing) as noted herein
<br />All supporting host structures shelf be designed to rasist all superimposed loads anti shall be of a material
<br />listed in this product's respective anchor schedule. Host Structsure conditions whin h are act accounted for
<br />in this product's respective anchor schedule shelf be assigned for on a site spedfic basis by a registered
<br />professional engineer.
<br />Ail oDmponerds Which are permanently tnal afied shall be protected against corrosion. contamination, and
<br />other such damage at all times,
<br />This product has been designed for use within and outside the High Velocity Hurricane Zone (HVHZ).
<br />Rospet'tJTalJp.
<br />a
<br />DNMc
<br />Frank Bennardo,PE
<br />EtNGINEERWG •EXPRESSs
<br />#PE004-6S49 i cart. Auth. 99$+
<br />160 SW 12f° AVENUE SDtTE 106., DEERFIELD BEACH, FLD140A. 334,42
<br />(-954) 354-06601(866) 396-9999
<br />TEAM 0 E NGINE ERINs ExPREsS.. G.aN
<br />ENGIN EAINGEXPAESSXMM
<br />-:I, A-14
<br />axx J ai. r.•x �' fi
<br />- +"xb115U ,�r1!8Cf2S4 a[!'.f -
<br />zwa.rz�c
<br />- i�iV'" ! hfi .W +.•.'-Y�+:� aY`t.)t•Y!' IMF
<br />(4 10
<br />I 9ttRfVtl N
<br />1
<br />l"i F •N]H r•r'
<br />O
<br />cue¢
<br />t1.r 1.
<br />'1
<br />T"F
<br />1 R� 1 y
<br />r. yp
<br />F W P7,
<br />_ sf.Jic
<br />a ^ tt,v:
<br />1
<br />P,
<br />c -�
<br />^ m E T w v fit J t
<br />1 s i T- NI I 1 {B!••
<br />N 7, �r
<br />IL 3 ti•1 r w r� W i w z�'n r• >
<br />I P�f , v aT ,f
<br />Tire .rH' d-_z t`I
<br />ID �. LL
<br />x _
<br />t'
<br />i
<br /><C�
<br />I
<br />NT �' ryry
<br />,•1
<br />W
<br />2
<br />rv, -
<br />r
<br />.r, • r y` Y -
<br />t+18-K .
<br />n
<br />w�
<br />xi I ' T
<br />�i
<br />W
<br />n -
<br />rtiisr
<br />r
<br />p
<br />A -
<br />tb
<br />r
<br />w -
<br />,
<br />r.
<br />I _
<br />00
<br />1
<br />wuutLYN
<br />L
<br />rl.v �
<br />PSII tr L .
<br />r r
<br />ff M _RNAr._Buiioou r
<br />�+. NrrxLERn66NrS
<br />- b4 � e0t1 1'c
<br />re, t'`ry . -
<br />n-r ni. a
<br />I' w `D "
<br />a
<br />r.
<br />h H
<br />ft1LJN61f100R 9CLTDJN NO❑M I
<br />a Inn d
<br />7"N"hr run 7 �
<br />r ,I 7 Wllii 1. rPlt nBxMt H-engN Ihtfi•-x„^.:f •YJ.- ^<Ju;!•5 N `
<br />....i.; Ukt? • . r YA, rB:PAr' Bib:
<br />11ST3N �< H1xZ:7.'! a^1'TtF.(; 1(T:. ti4FM1 VTY: p
<br />-,'1 s LLti :1':;uz 4P UIII 4, •"�` O� "`i
<br />->isnu N6UHrA=c'[LDH raFn.Irr:,R,rir:.. , p. _ r,. .ix", `C ,;:.. "�.uL"
<br />r'rtY 2 Hk.. aV.t?: caw B FA'Al 1-Rf1>7. 0.^ F �s,m.)t Pr +!r+ {
<br />«'I A. ,r._ tD,t. t., �• �s�sL .'c rut t"L Pi�
<br />��.•y uL yqE ry�1 �pr� S
<br />:� '❑'kJi'� •: (NG: -' IR''.'fi _'�".1_ L_...Tri 7�M1 L",- c II1 ..(41...k �L U al .Ili.
<br />__ nVAGhu ..CR yt'_[ Y'8G.-fT1"'• -q r. ..:;A _ �.� M =� .�
<br />rn<Nrcmtm-
<br />ee�� IVVLMht VinriV � -:NY Y 5'I'sl•G #+-].LF..'., t-i�+l ckt �
<br />is 5
<br />FtiithfY f: fl
<br />s r hi S1. Rif..'.%ss ., ufX 6ti?.tli.
<br />r.�ln., 1•AbIHNS� - 57k^,I IIrJLr.'e•Grl�^-._:
<br />si :I.k6'1:8. f•S� '::F o1PLYILM '.` -
<br />I '9
<br />r
<br />kJ
<br />4
<br />aT
<br />r�
<br />xfw,-
<br />Lr
<br />f J
<br />W
<br />'2
<br />1,Tl�
<br />S
<br />� „-a:.,�-;;.m.,
<br />Y Htha'a F.n:
<br />it-
<br />P_P, ly CSIt 'UMM r � I>.I.w'1 Se t l ,,klitr, p
<br />H riy 1~X'. ." •[1511 a t a. 1 -*&b t2
<br />LrL5;S N?==. ;.U" agr
<br />tit:, ,.REL - �E.
<br />ea
<br />Pri ._+IH#J I4AL
<br />di :rll FlI `A
<br />P
<br />K 9
<br />t+tiA 1':. - ira�i4S2-IA1�i%IL^,r rr lmuDxxa'mI MrF 9';:
<br />31548
<br />4JN4,'Itl._YIL2LU� _.-r, P {C, f�4 OP.nONALY41R7E0TrDH-CLOSURE[F-TAR
<br />[Z1 g
<br />r�JBi:'°5w;riT_ •Pr_PSV.Y.J>'.aG ,� }
<br />L .-ir.ris me rf ...,ts
<br />%-'1 `r' LknLKlPPIwt ufalUll �11r1W l;;k t: a+N4lu IN1M I/dWxt bx.ne,N
<br />IM POURED CONCRETE, CONGRE BLOCK AND MQD STRUCTURES
<br />aLODK 1 ANCHOR a 12' D,C,
<br />EDUIRE. wr
<br />REQUIRED.
<br />i
<br />1^""- "^;,P«Ho kE,1d Tux
<br />t/4"► tA►CON „4. t4x5'" i4Ex HEAD TEtC YrODd tIEAOER r r t4x1'
<br />AtfCHOR ♦ fe Q,D, SCREW 0 #^ FROM
<br />EWE t
<br />� ;� � "" 1
<br />1 •� e
<br />I �
<br />_ .H t, J j yM• t. 1 1
<br />r
<br />a at 9J '
<br />N 9. ... f� Par rWk9
<br />j1
<br />EX _ I 7� GUSSN t J p'-
<br />i ALUMR'tlM POP GIASS'k �jtrM At� lPOP I
<br />RIVET I p 1 RNET i
<br />s.s slxiax_ M p '- 1 MAX. Sr9>-sat. I MAx
<br />v�
<br />-ILENGM >r 3w* aa.TS N a 4"" PANEL LENGTH
<br />t , i
<br />t , aEbap
<br />I`
<br />_. 4 Sa7 UUJBSCR€W ' p T CLASS,1
<br />II+-- 16 V
<br />5 GLASS. j jF ,
<br />1 MBSCREYt WV II
<br />1 I B j J
<br />1
<br />i f tuba
<br />v t i T.-
<br />1f4'1r TAPCON ANCHOR
<br />a 12' ii.t.
<br />0 TAPCOIN 1 YY� I ' i 2<x4* WOOD
<br />1/4^' '-t'�NCRET6P OR O \ ? y LATE
<br />ANCHOR 6 12. O.C.
<br />ix'ANCREtE BLOCK "A REQUIRED
<br />! REQUIRED.
<br />BALL 110UNTINGt WALL MOUNTN+IG
<br />SECTION EZt ALTER ARVE EZIW
<br />SCALE 3/8-1` SCALE 3/a=1'
<br />tttlrNir!lNr�
<br />rbt4 #;^fi11Elja
<br />a✓9
<br />FLORl BUILDING CODE on Nth velocl Htrrrlaa"a Zone
<br />'lf MiN. PANEL LENGTH. ;•. .. y am hx.ISNu. W. - rr.
<br />SMALL BE :2'-6' � it ° 24 GAGE O,tLYANIZEO STEEL STORK P,iN£!. WAMW.
<br />i. INSTALLATION ARE ONLY VALID FOR MAX, A.SIGN .D. DESo �
<br />PRESSURE RATING +/- 40.0 p•s•f, AND W-0" MAX s °T/n1aa�
<br />PANEL LENGTH, o>. STATE IL EF: rbc. CdABAI IsRQTECT N PRODUCTS, LLC.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD i S%,t) C(JR10 ,. NI : 6Noil�fRlNrt +mB se,, al st 4
<br />' FL alrt4
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 3 fi ...,= �y7 Mx. ar, a sl, m we. n Ir sswl 20-175
<br />0m1 m-tut amFi: i4ar'�-7MB. rNc iffi.ial9^a'3s!
<br />DENSITY OF 0.55 OR EQUAL
<br />i r }aF1 to (f PD.
<br />�'ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZER STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />vARw)
<br />tA
<br />PANEL^a MAYBE NOMH ED A6 REQU1t;Ed LB 5wITYiM OHERM
<br />b�ti TWATCONNECTiq AND BOLTS TS. FA$TSNf:b
<br />ARCH RRS ARE N6A0 W}( T1S'E`j OV13;tAP$`g 1'.M1TI3SPAN 1L
<br />SPANSk'9GVES BEI.Y3VJ tuaSTRUCTION tPPR4`IPRSATE �AIVTABI
<br />vrmuCAL MOUNT ELEVATION
<br />NOTCHED PANELS
<br />-1
<br />,1 N;T.S, ELEVATION,.
<br />ALLOWABLEP P G S PANEL PAN & GLASS
<br />SEPARATION SCHEDULE:
<br />2' GEPAN 4 GAti ELS
<br />MIN
<br />IMUM STORM PANEL9EPAFAT ONrROM 6LA95
<br />HVH2 WIND ZONEA&ESSE TIMFACILITIES) 1 N
<br />MIMMLiM,--.^.
<br />kdE§iG4
<br />{{
<br />AUDWABF INSTAUAiONS LESS INAL1AiIDNS GREATER
<br />PRE-MPE j~jt.,InAN30ABOVEGADE1HAN30'A6dVEGRAQE
<br />MAXIMUM ALLOWABLE
<br />DESIGN KESS,URES;
<br />AS Nfnm IN DESIGN
<br />DESIGN NNEOTES s'"'HEE1gUtLE-5 T�
<br />Fi RUSE Yy1NTHTHi9 YWST' MAL RIiSEE SRii1! _ EDGO D
<br />9 T E Ir1. C NEE EPA E NG WIT itlE
<br />p H
<br />ERp SURERgE B S MIMr1GG pIR NT p�
<br />I7E R 1NE6� �� PT H �E7'ANb A
<br />pR� � ANhE 'y + .
<br />SLY
<br />GENERAL N?REIN FANY
<br />S THTiN
<br />GENERAL NOTES;
<br />AD1tT=NA6
<br />R7bHPaob`IJrt'PRBtRDVAL NUMBER
<br />TESTED,.
<br />VISIT EoALC 1Dt816#B 1 '
<br />x-NI ..d'3.4s .A 11 F+IY.klSi U �J
<br />RraT Hi¢Iti�Al¢EEPR®BCDA96rbRE ]� �.
<br />rc+!,++Trl*Nry+�rLnm trerasis.a rte:xLNee .
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />a
<br />i�'rJ.i13![�['^.lrt�Iii2�)F€�
<br />T�7C�QI.�IP
<br />�3rT.i� �
<br />r[71E1'iF.i�W
<br />aiFi+l
<br />��E:��.`a11
<br />11�11�i111
<br />�iiik/I�isJlirullrr��rir:�E�llla>ae:,3
<br />'
<br />• a © i7Ig...GZiI.
<br />.p.®..
<br />�"air"^
<br />�•
<br />iF�i51�F���F�%iE�®
<br />cm�.
<br />m®
<br />►
<br />E�®�E3ET�IE'3
<br />.Ci`1i
<br />IRE
<br />[:
<br />.
<br />irTiY't^!�3
<br />.
<br />Ilirlit�.uiF<Ai
<br />iiii3�16AI
<br />011r�3�17iB'i1�
<br />,if
<br />LABEL
<br />Z.]61❑
<br />^- 1
<br />a. .awn r r�euxe Iru;nwa w:uw..me amaros nit^no7NOTIcssaneAMA nn"ORE naa.
<br />AHB.-RTrI}P b0.sBTraN, 4Nm.LtNt':TMr iE53 T10.Vb71%❑St NDTEG.IN /'A&FA4rNK FNP N➢r
<br />-- '2.76 ih
<br />'4CX.x
<br />R..N❑6xP YIVN xR Le IRta NVt2N PPHt6.itNRht56F['a4Tat.TIANTMT hCfrT3,
<br />2464lrM�euMgNG
<br />t�eN!! aNAatTL'k, ..
<br />rgx
<br />_ 61tt
<br />Ll_
<br />SCa€t3G'IS LREo
<br />RE[''li ALS I1[xiU'!'NUCJNT4 iN TA31E Aa6irt,. wrcexn% CL ARe501
<br />AJr Bt rlOm»
<br />A U£8o w39MHY1L#kVT M9UNnRG t,I!£nWR<. IrEo4I.8a 55PARfirIDfi P1[C4+G4ASS SN4li Zfr@DEr3R• P
<br />WawOVP
<br />t�
<br />-- 2. In 53
<br />4-TAX*%*0.11'a'09645i$Z4x iwnH De STtfd a❑LT51 ANnafpa uwe�s aawr,t eYtiM 1^DASH
<br />f $1 -4a It x2,S' CR 6:iR` O.0
<br />PLLNp JM3PMIR 4`A ❑ A6
<br />5. S M[4° SPAN � 46 nNE n7 of Tit PnV'IH'rOP BCit'tOM CimSld P41e
<br />a.
<br />,
<br />2:7Z in i
<br />- N 2SR
<br />Er L'x• usrrib,"Ne,+m raG Lro -asaem awB6E r3P,b
<br />arPHJIP a J'Nr 4 N tiXii !b iITGN W tVJSrit
<br />l I
<br />gg
<br />g I�f
<br />�
<br />5
<br />2.9114n I
<br />� _
<br />>
<br />t4..
<br />wmf
<br />N BETWEEN LOADS TS
<br />USE NEST HIGHER LOAD.
<br />GLASS SEPARATION MOTES:
<br />i, VATI6'ti PAN SO4MULE WITH POSTT DEW LAD TO.DETeW09
<br />MINIMUM ALLOWABL£. SEPARATION FPDM THE OPENING TO BE PROTECTED-
<br />Z. SCHEDULE IS REQUIRED FOR USE WITH P75TRVE LOADS ONLY,
<br />S
<br />INTERPOLATION orWM LOADS 15 AC'CEPTABLE, OTHERWISE USE NEXT HIGHER IC vw
<br />LCIAD,
<br />T - DE F V AN 3,
<br />FOR INS AUA170NS OUTSIDE O THE H Ni D OUTSIDE OF ESSENTIAL
<br />N'TTAL
<br />FAC1tTTTES N ABTM WINO 20Niw.1'Rt H S THE SEPARATION
<br />t RCtIM . GLASS E
<br />SCI4EDULE IS NOT RL^Q,u[RDn ANO:.NO MtNINUAISEPAAATrON-FRriN THE
<br />PRaremo
<br />DPENING Ls RSWRED.
<br />I-7
<br />L OPTIONAL INTERIOR FASTENING DETAIL
<br />�F
<br />�1 OPTIONAL EGRESS PANEL DETAIL
<br />�1 INTERIOR FASTENING
<br />o
<br />t,D9A` s9a� ZiSTr"
<br />3,36n"DBD iio sq SlOVX g
<br />- 7 i h
<br />0,094' �• -
<br />_ �� D 50'
<br />sass d4§:, 12aL N - ivP ' ivP - T
<br />.D34 �
<br />a ; a
<br />,3i5.�
<br />f562
<br />D.D
<br />P °
<br />9
<br />.H61°
<br />0 2.oD +s35'....
<br />1 '�: 03D'4.. •� E47O
<br />�^ LY 2n2a" � J
<br />rr>
<br />�w
<br />. .. ice„ .. � 2R •,
<br />'H, HEARER 9U)LO-DN''UHEADER
<br />3.360"MAX. D.313" l„{•t€F� JGi'
<br />31 r,
<br />0:
<br />4V
<br />- 5L 1, -"!^ -�1 S64" 7 1D 3311�fpp 9a MM 77i " 1 SW L 5 Ih 0,3b5^-I 04 b376"--�I D ii;655" '"D!�.33" •. 2+'. E
<br />f n,L74" i[ss' ¢,1cn^{o,sb5^ a.iso"�H u aB6 43sa' , t as," ur
<br />�t2.500 PANEL COVERAGE �= -}3- al--- D•$yD^
<br />14875"FAEQr
<br />NELLENOTH w n LE054 I.' q5 4156" '•O.OSd'^r t
<br />024
<br />6; , PANEL- R m 'If T � ���t� nreEa. ss^ b.zsa
<br />�„DrOEO'"` T_LD:44D" 2.17O4:Tlo9d"`!evntw-II b:7 to° IkC 135' 3•�"" in
<br />7YA 'T'R P., -0,9,3A, I) IIIO" Ar9S7 :.
<br />9W :-CUT T. Tn C v 7 g » 4�E 1eN t y EH R t o
<br />031, --1i
<br />�75.55n
<br />�li�v1
<br />�
<br />�
<br />LG AiciiaR
<br />k--iQ06"�,._D32�
<br />ww ee
<br />RatLas.Eq
<br />•ryp
<br />�`F"ANOSE - `7RAAKK rEX3ENIH3i5
<br />ADD"'
<br />YERIAP
<br />25,, MAX.
<br />LOMEASAOSaIdi DE'BAIL .{.
<br />MAX,
<br />�:
<br />n�a'Jaxlr
<br />' IMUDNI'['irwUufi Ir MI
<br />u`.11T T
<br />ZZ41
<br />i,ddp° a r V
<br />'+IRIb
<br />OVERLAP• W,II
<br />M.4 "L
<br />1✓'.e Lw. i-0H, Ili LLI AW
<br />1 N-SA*-
<br />'- I... MIN.
<br />I�poO'
<br />L >. itk4'L4 IL
<br />P T,R�
<br />,C6RIiER£LOSUtE IrETAtI
<br />i4rnA+Gn'xa'r I in eV+
<br />BEJS �'��sr•.i 154•,.
<br />�7 ��
<br />rnt--.a .0 li❑: --
<br />_
<br />/.1 T&t8'R❑llNT tL63IPfPETALL
<br />I'
<br />, I.'.r.v
<br />kL.
<br />I gs e
<br />9 Y+iy�] 41e UIJ-tlnr
<br />tAl,b
<br />extra
<br />, zr MAR,
<br />w
<br />BUISD-DUT��,,, J�/''�r`"f+'r.�=H<.=9t
<br />TY/lri. 1 +ar ten• r- Rc
<br />[]LST'ANCE �" al k^�`.� Y'Fn 5•
<br />P d1
<br />* III '1IFiM GF
<br />eP©`a Rr nr r 1 1 D00"
<br />Itr-a ri ;s r• la+t Il+i, I r z .,•- EM19BED
<br />L 1M1-I� ZI iCe W J x ,L v9 rxµ.�
<br />1 '1F til ARC
<br />,r:Am+nJ-I lH xouw xlxlstnw"ue1mL 1500".
<br />a<
<br />-
<br />r
<br />-
<br />:t
<br />-
<br />_
<br />ti
<br />S'
<br />}
<br />i
<br />2
<br />n
<br />_44
<br />3
<br />5
<br />r
<br />T
<br />f
<br />�
<br />f
<br />:F
<br />t1
<br />-
<br />n
<br />k
<br />r.
<br />'.
<br />a
<br />{.
<br />ANCHOR SPA M-
<br />24 GAUGE PANELS, PANEL FASTENER5912,W
<br />-_
<br />G SCHEDULE-.
<br />O.C.
<br />'.
<br />l p�tAeYl.Isk'dr�Al�ibDlt
<br />d N
<br />C ar x
<br />+4
<br />l v
<br />W19
<br />f r-
<br />3 fw
<br />1 E t+? -
<br />.11
<br />F to A s
<br />e F,
<br />t
<br />p m
<br />A �-
<br />ci
<br />FIi ;I
<br />x
<br />/ W
<br />D W
<br />�Q
<br />C�}
<br />J.
<br />Q'
<br />�'"`
<br />U.i
<br />,Q
<br />�.
<br />,rt
<br />�y
<br />-
<br />ANCHOR NOTES;�<
<br />4 -ANCHOR HED LE PP Es, DA' PRODUCYS t"ER I n HEREIN, BUT
<br />D DE5 AN >w u r T FIE N r ty of
<br />1,141 UMA,11l '1AB1 AMGiORSPACING FYAKI MUtII Atii:,OWABLE5PAN5�AJdD' S.SURC5 iMt3fGATED.
<br />M SPAN SCt1 LE 1V1 APPLY.
<br />Z FNTERANVHOR5q{EDULE665EDCNPANELFA.ST€NE5WAGINE,.TNE EXFSYSNG STnUGfUR£
<br />PIATERIAL,;&--ANCHOR TYPE,. 5ELECTt DB57GN u]AD GREATER THAN CrLEQU.ALTONEGATIVE DESIGN
<br />I:OAX ON ERAN 'SELECTS AN G' E LTOSHUTttk$P ,S 5}SLjfr D P BEAT RTNRNOR QUA AN ELECT
<br />E
<br />C EO A151 TE U G : MOUNTING '5'b olNixYPE ON MIO CONO ON SEE NT T3EF N
<br />� BPS ROPRTa_ NTTN TT. t,. r1G ?UL-
<br />5HE 2FO Fi IO PE . a1pENrr eATaoNOFcen4FlENit NTY
<br />Ii
<br />fits ErI wrr
<br />S 'PARJEL. tENE A SUS I Nfh LTO '.H • iING' US-O RS" RE STUD N[Xi N T N All MOUN EkTA 1 NS
<br />('F" TRAOf1; STUDDED ANGLE, ET£) S7FE-6.Zi D.0 PANEL FAE�rENEr45PACiNG 7AaLE VALU55 fi30.
<br />LL "•AND" ° HE DEa 9 UDI GB-3tiw CDNb 'Ti U S Nr.1 N U ON
<br />4 ANCHCYRS SHALL BE INSTALLFr1`1N-At:CORDANCEWiTH MANUFACITIRER5. RE5-`'DMNEMDAT1ONS,..
<br />5 HOLLOW B HOST5TRUCTUT#E5 C CO FORK] TO ASrM G tILOCIt. I.QCR }#4L N 9p
<br />B UN B4 T. aE AS.. l it R S E U F NSN1M EJ7rh 5 LL NOTHr N NCHD C1i D L ^ a EN MA
<br />? M BEDME'NTAN EDGE TA a E`JtCut DES STUE vriA E AN SYTHERW MBNT UM BPI q ,Uz$ N E Izi M CIt n ..
<br />FIN15He51NALLFSNIyHE55}iALL.BE LIMLT{]7D 1/?( MAIFCRR 9HAW9E yERLFTSD BYrrHERS,ibM
<br />AbE�IATELY7RAN5FSL LtlAD5 Td H[iST STRULTURE,
<br />'B+ EOyT3iETE ANCHC3RbNOTEA HEREIN SHALL BE EMB600(33 TO UN•CRACKED C<}NCREPE ONLk.
<br />9 WHERE_ENI5T2NGSTRUCTURE L4'w41©O`FRAA4NG. q'ESTIJG7 G •lI,MONS MAY VWR fgELO
<br />VERITY Y T ENE R EINTOAOE ATF iNCOD G EMBERS NOT - MDT, FASTENING
<br />TOO r.-A Rs, ARE .QU tELAMIN MEMBERS, lmw... .FASTEN
<br />TO PLVWDQG 15'Afxff, TABLE CNLY FOR SIDE CLt>Si7RE PIEC[s, ..
<br />ID, !WHERE Ar1CHORS FASTEN TO NAR909Y FACEAFSTUD I=.RAA04NGi ftTENER SHALL BE LOCATED, IN
<br />- -NOMIN „ •4"( 1 OC7D_ D •�" '.. D • C 5 LE EO
<br />A YY
<br />FRAMING), 4YiSflR 5TU D'91AI.LBE"SOUTHERR PIN E"'GSA 550R:GF?bATERDENSITy, WIG SCREW/
<br />FRAMEROF AL2 X MIN, N 5TU EDGE ]TORN E7 CI:E 1T1 RCREW
<br />SHALf;,}lAi+6'PHIU,IPS PAJ(.HEAD OR HE4f FAO,
<br />1L REMfl}) .ANCI'119R5 ARE: DEWALT,PANELMATE,:ALL-P0V;I,550LED-3Er S•BRASF BUSHING,
<br />fAACHLNES' LR LL HAVE IM G E T F .. I a AGE
<br />L"z EWS SHA VE "M UFME AGEht N 'rFHRERD9 THE B IN N it M 9
<br />ANDHr] A' DRAY HAVE ErF1�'R A PA�EAO; TR115S tieAD, DRA#AFER HEAD (SIOEWA" SarTo u.N°D-
<br />13 h IQ(:M,E,M11BbMENT:$NO EDGE DISTANCE E,IIcUudE6 STf1y,E'CCR HtR WALL FINISHES'.
<br />141® DEBLONATFS ANCHOR L"O'NOFr16N51°IHIbt ARE NKTT ALCEPTAB USES, -
<br />1'9 * DIRECT MWNT1INc-(.ONDITIbNS_
<br />LE LINEAR INTERPOLATION IS NOT PE< MITTM FOR USE WITH THE ANUJOR SCHEDULES I9BTERi©N
<br />THIS SHEPf-
<br />k'
<br />Y
<br />'{g
<br />��•
<br />.^: -
<br />.
<br />gg
<br />t.
<br />'
<br />¢"-
<br />-
<br />-
<br />_F
<br />$5^` E I57 E17G Yz AIN
<br />,1 t
<br />N YDPA6NA
<br />SRN o "
<br />6 PR[ saaE a
<br />p !af
<br />sP •flPTv.B-b'.
<br />:6C UP itJS-6'/'
<br />N tvc
<br />� 6
<br />Cb
<br />- a lie
<br />a aN rY
<br />C7 C
<br />CONK tvpe
<br />CL CA ,+@
<br />1k"^ •: rtlOEe.,
<br />„1DT+1 tT&
<br />atfadt'fUtmAcoH'. a !
<br />yv
<br />16'
<br />1 S
<br />0 iLa
<br />an.,
<br />0
<br />x
<br />a 2
<br />B, a
<br />T.a ,
<br />.- S
<br />12
<br />1 1
<br />i ,a
<br />6 '3'
<br />B 3
<br />2
<br />T'-3
<br />3Z ,.
<br />❑
<br />6 P
<br />Ht"
<br />H1`
<br />4
<br />S.
<br />3
<br />r -1
<br />32 5
<br />P $3
<br />I60 $1'
<br />"54''
<br />�r
<br />5..
<br />4
<br />lI5"
<br />160'
<br />5 #
<br />IZ
<br />Ili S'
<br />16D 9.3
<br />�.4".
<br />I¢�4j'
<br />a^ a• lP Wi J! IFiNI 1 33
<br />❑CYIAAT.UCIAACarJ #i
<br />49
<br />5216,0°1
<br />136
<br />36,d 16. C
<br />Y6O
<br />5
<br />16a
<br />1613"
<br />1,2a
<br />12S
<br />1 ❑ }3
<br />5 #
<br />YD,7"
<br />12i
<br />life 36.0
<br />13.5'
<br />32'S':'38H'
<br />3i.7."
<br />4
<br />i?. '
<br />160 1?IL
<br />9,6'::
<br />SS 9
<br />]S 4
<br />32
<br />YB.➢
<br />1 s,9
<br />9,4
<br />12.5"
<br />1B ❑
<br />�•
<br />b
<br />g•
<br />�Y# Nrl,-- 33
<br />If. I..t.
<br />au ]'s�3B ]asEr-. Nara,
<br />A.
<br />46
<br />2
<br />3Z5`t
<br />+'; .y_ •.6.
<br />eD'
<br />.1] !,
<br />Y2:i"k.
<br />]❑ Pri
<br />S7 i'.
<br />13'
<br />+4''
<br />/2. 8"
<br />t ❑ .[I'..
<br />Sri tr
<br />3:b:9r'.
<br />.P t
<br />$
<br />]d
<br />1Z,
<br />i.
<br />Y2•
<br />-&
<br />1 ,B
<br />6b G-
<br />SD.
<br />13,t?"
<br />6
<br />1 A' 35.6
<br />1L5,D" ]4,4'
<br />1g,311
<br />1211
<br />id '..
<br />5
<br />11"&':
<br />1$ ❑'
<br />D',i•Z,S"
<br />Z.•
<br />1 5
<br />1 Wff
<br />1R4
<br />12 '.'
<br />,S
<br />IS 12.3
<br />O
<br />3 :. '
<br />D'B"
<br />s
<br />1B8 sits
<br />]D
<br />]z,5'.:
<br />srD
<br />1as
<br />i.❑
<br />6
<br />36D ]xs
<br />s.
<br />a
<br />I135"
<br />1
<br />#laNrui Rk Nx f fl 7r #1
<br />_
<br />46
<br />X- 62
<br />12.9
<br />i$9" i'B,R
<br />SY d"
<br />3'-id.B^
<br />?a ➢"ie
<br />❑'
<br />iS.T'
<br />14
<br />11 4'
<br />1 " 'lli
<br />72.51j}SS"
<br />❑°1 b.
<br />}.-
<br />iir3".
<br />'
<br />16.[Y'ib; 0
<br />1"z5s"'
<br />4.k"
<br />3
<br />R
<br />L 1;2'
<br />Sri-..
<br />"WEE.
<br />2,
<br />i6,b" ]b. 0.,
<br />13rG'
<br />12.
<br />S6A
<br />S l3:Y 2:5'
<br />16.8 Y.rs
<br />„2" if
<br />Y.
<br />go
<br />355^ ilia,
<br />2.5"
<br />B.TriE
<br />DiS,TANCE
<br />.�
<br />'-be,=iNi"CRaE¢' 93
<br />❑!d>AfT 111 I.FA�'!YW #i
<br />49
<br />12
<br />475'
<br />6:k6'
<br />17.5
<br />Y11.3'
<br />Y.i.O'
<br />19.7"
<br />6;29�'
<br />7,Y"
<br />5.- ,•
<br />64'.
<br />ikaatl liltbPrxrxrfr AY
<br />az
<br />s:zs,-
<br />ens;..
<br />�
<br />ys.".
<br />D.2s^.
<br />�3
<br />6,25".,9�'
<br />• .25"
<br />A fi'
<br />�
<br />V
<br />z
<br />J3
<br />Ij4"YI.134•MiN,N 33
<br />rfN/B:?-TASC❑U- 41
<br />ie
<br />52
<br />Z
<br />?2.5
<br />Yir�s"
<br />16.¢" IiB"
<br />i$,6"
<br />T.
<br />12, 5"
<br />14.25,,.
<br />13,�K"
<br />qB,g •
<br />1:2"'
<br />4.2"'
<br />S:❑
<br />4.4'
<br />s.25"
<br />6:85"
<br />SS a" !its°
<br />10,7 R 3 �
<br />iti,S"
<br />YE,$
<br />Y3,5' SS'
<br />9❑'
<br />4,21",1
<br />7
<br />#3
<br />4"❑
<br />.625"
<br />1¢i 3'•
<br />4.❑"
<br />f<
<br />.3B'
<br />]2. 3" 4 Y"
<br />7' 4.1"
<br />825'.
<br />33".
<br />10,7'
<br />�B
<br />4 1
<br />41`
<br />4.
<br />4.0
<br />635"
<br />1 3 4Y^'
<br />A
<br />4re^
<br />b
<br />�
<br />7 F r :
<br />I ^ ,f trr r 3H
<br />J r f P
<br />LLTgT Sea Y
<br />A rLT LY❑gET. 4
<br />4a
<br />62
<br />J2
<br />i
<br />ATr 4
<br />t
<br />3
<br />7-H
<br />i .S
<br />7
<br />1 S
<br />13 a
<br />i tY•')
<br />76
<br />5
<br />6D
<br />7 'r
<br />32' "
<br />Y 0 ?.7'"
<br />.Z' -
<br />111N,
<br />31 B'
<br />Ss%SP 'B;S!
<br />i$Ji' 7.7"
<br />i 2 `
<br />a 2
<br />SZ.S":
<br />12,!"1ED'
<br />I D
<br />7-7"'.
<br />5.Z
<br />12 $'•
<br />1B D 7.7
<br />Yv7' .:b;Z,'.
<br />•E.2"'
<br />Xi17'EM lj } e€D 33
<br />HnwN I-eANsrAgLr 41
<br />ill
<br />52
<br />72 'Ties'
<br />.125
<br />16 ¢' B,4"
<br />S9
<br />25Y1,3
<br />¢;".
<br />4.1"1ti3°
<br />4A'
<br />.3.7"
<br />25
<br />P3-1' S.2"
<br />ie°
<br />G35".-93
<br />.Y.b":
<br />Z.e`"
<br />52' is,'
<br />$:s"
<br />'E
<br />31S°�,4:
<br />4.3"5,25".9.Z
<br />.as,62f"
<br />52 3.S"
<br />d:25
<br />1 .S" 4S"
<br />u
<br />9, 2" 3: S'.•
<br />❑. H
<br />3,3'
<br />6. "
<br />�s
<br />¢.25".
<br />&.$
<br />NI2^
<br />a 8"
<br />3 '•
<br />62 `.-
<br />§
<br />9 3,5°
<br />a
<br />:92 3, S"
<br />33"-.
<br />.3;3":
<br />a "93GEA1S � NCE
<br />4 7A
<br />;L
<br />:3
<br />J
<br />MrnCVESIGM
<br />Aa oa
<br />911 fR URE
<br />esa
<br />aww ufao"'-IF
<br />iw tin es.u4 t,
<br />:' 'Nu Ise w ur-
<br />c xrPe
<br />slt.B
<br />L2 C3
<br />- eoaxm,s
<br />C1 ,C3 L
<br />�Sgtld.SCfF
<br />-CY
<br />>T 4" ErI .. 63
<br />I ACt;4C rtFW 4114P
<br />4 B
<br />52
<br />T2
<br />'12
<br />0 1
<br />& Ee
<br />i 4
<br />Z
<br />i F
<br />16 fCP
<br />1'6f1' 7
<br />T 9
<br />6"
<br />60' B Y
<br />23'
<br />SB.b ]4e
<br />BB15a"61
<br />125^' '.
<br />I6❑ B. '.
<br />P
<br />125'
<br />Y 15;0
<br />ff
<br />5
<br />32 .lib
<br />4
<br />143 6 A
<br />]Y S
<br />1 B Sx7 bd"
<br />] S
<br />x
<br />i2.•4
<br />Y6b 16.. o
<br />i¢Q 14: 7
<br />69
<br />6 a
<br />12- S'YC¢
<br />16➢
<br />Y 7T 8
<br />4 a
<br />14r' H❑
<br />xa 5'
<br />12 -'
<br />$.181r
<br />16_❑' ' 5:❑'
<br />Sx, .6.❑"
<br />T"
<br />tl
<br />g,
<br />e1 x 1 ¢Q'? 1!2 33
<br />lYD0a5tAE4! 41
<br />4a
<br />se,
<br />73
<br />12 s
<br />k25'
<br />6a' SH.A
<br />tl'1 3
<br />36 4,
<br />x 1'
<br />BS
<br />12.5"
<br />Y6 o'
<br />7fiQ'
<br />12.3," Z.D
<br />A 65
<br />7
<br />1 S'
<br />z
<br />32
<br />B.
<br />] Y06' S:2"'
<br />A 9,7
<br />1
<br />Li 5'
<br />TILT'
<br />ill 0' 3L0
<br />r5,0" 21.}
<br />i3'.d"
<br />7 A
<br />6 4
<br />32 5'
<br />12S'
<br />ill
<br />X6.❑'
<br />9 `S
<br />D,6" S B"
<br />Y2,S'
<br />T�.5"
<br />Y€.❑ 9, $ " ,B
<br />le ❑" a-9°. 4E"
<br />Se'
<br />TJ'-]'4'CNOEb 93
<br />c ? 41
<br />yy 49
<br />'P`"e1�eNIlallYYa16 5z
<br />7 z
<br />12
<br />] Yea
<br />i2;5
<br />YbD
<br />3h.2
<br />2 �S".
<br />1111
<br />1 0
<br />d
<br />9 Y" 72,. �•
<br />f
<br />Ea B .z^:
<br />SZ5
<br />YHO'12:4'
<br />Sar,D'r
<br />S L' Y2 S!"
<br />J
<br />]E ¢
<br />L2,5'
<br />12,6
<br />IB.a` 1Y35"
<br />YBJY'• ',1.
<br />@
<br />13s"
<br />S
<br />12' '
<br />lib P°',
<br />16,0
<br />1Y,5f
<br />a.1" 12, 6"
<br />36 O"
<br />3e ❑
<br />: 3"x EHEEtl 33
<br />1.4 �"
<br />All P4)1lti gr.RRAYff 41
<br />Cvinro 'mG 4a'.
<br />L- 52
<br />Ii'la4ar 72
<br />1 Z.5"
<br />Ira^
<br />S rS'
<br />3"- 4i "
<br />13 5 4
<br />t2.5"
<br />]6.ff' ..,H
<br />S9
<br />125"
<br />13.5°
<br />8.8" 41" 8.35"--4.Y"'
<br />2. '
<br />i s
<br />13:4'' ss
<br />8"
<br />sz5 "YL.B'.
<br />47" 6
<br />x 4
<br />12 S'
<br />E.2S"
<br />is r
<br />7 r: 9y.
<br />d. " 4.b" "
<br />n 3" ' 9.P"
<br />4.T
<br />-E25
<br />72:3"` i
<br />4
<br />A.❑"
<br />6:2i'!.SZ
<br />3'
<br />47" A{]" S23"
<br />iZ. " d:F" V.❑^.
<br />3
<br />-4-0
<br />N
<br />U
<br />U)
<br />(V
<br />N
<br />-�-.
<br />U
<br />L
<br />CD_O
<br />O
<br />C
<br />co
<br />n-
<br />C
<br />=3
<br />CIO
<br />O
<br />CB
<br />U)
<br />I`
<br />O
<br />O
<br />a)
<br />O
<br />♦V
<br />O
<br />O
<br />CZ^�
<br />L.
<br />Z
<br />Z
<br />W
<br />J
<br />www"�
<br />N
<br />9=
<br />'O
<br />Z
<br />u.0
<br />Q
<br />s
<br />L� o
<br />N
<br />m x
<br />N
<br />C7 s
<br />r/7
<br />V7
<br />C4
<br />Ct tC
<br />Q
<br />CV �
<br />C
<br />d
<br />� Q
<br />3 cc
<br />i
<br />�
<br />Q7
<br />re, rst
<br />W
<br />c a
<br />7
<br />� a
<br />E
<br />C3
<br />u
<br />t_
<br />m
<br />Cn�P
<br />W
<br />c-
<br />0
<br />C/)
<br />U
<br />U
<br />r
<br />U)
<br />W
<br />LU
<br />Q
<br />Z
<br />J
<br />ICL
<br />SHEET NO.
<br />SH
<br />1.5.
<br />
|