|
�EZ1/Ia.
<br />EZIW/Ia
<br />-
<br />' M
<br />Bi(su NOTE 2)
<br />EACH ENO
<br />p
<br />I
<br />_ f *I
<br />i"i1'T "r-`�'-T_'-rr_.-r•T` '
<br />111it"O PANEL) I (INTERIOR PANEL) I (INTERIOR ( PANEL) i (INTERIOR PANEL)~ (DID N , 3, 4 �
<br />PANEL)�
<br />W. @, ➢,
<br />f I I I I I( 1 PANEi, 1,CN➢h!
<br />BY
<br />�•I I t �.�OLTED WAEEL,4 W/ I/s@..2p.1•
<br />50%
<br />L _ a nr
<br />. I1�-iLTj I L1 1_�jj_1
<br />.. !aT T 11�"T...�Tfu� 1 4 .� i' jjjjjj �
<br />P 1:C L 1 J 111 JJ_ LL J_j LJJ_LtJ
<br />JJ_L%.1J_LLJJILLJJ_L�:",IJ1LL
<br />SEE NOTE4 T
<br />]• AIc. L ! SEE
<br />1' NR :SET :,(W LE7i1 NO E• Wn
<br />NOTE � / IE 3
<br />ANAPS
<br />_ .. .-'-(SET 5[Cr10N RI A,XATERfRNATM E21W ON 5}ICL7 161
<br />EZI/18,
<br />EZ1W/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL(i)SYSTEM (t)
<br />71" MO. GAP
<br />AAI.NM
<br />(SEE SECTION EZI a, ALIER/NTME EZTW ON SHEET TO)
<br />%e-1o. I. Min
<br />Y.k..klW •Cy ONDTE 4
<br />7XKILei
<br />:t:L7:
<br />.n
<br />ENGINEERING EXPRESS"
<br />PRODUCT EVALUATION REPORT
<br />September 15. 2020
<br />Applcatiot Number
<br />1788E 1 - R2
<br />EX Project Number
<br />20 315421
<br />Product Manufacturer
<br />All American Shutters and Glass
<br />Manufacturer Address
<br />1540 Donna Road
<br />West Palm Beach. FL 33409
<br />PrrMuat Name 8 Description
<br />24ga GaNan)zect Steel Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report is teeing issued in accordance with the requirements of the Florida
<br />Department of Business and Professional Regulation (Florida Building Corrutrisalonl Rule Chapter
<br />F A forstatewide acre ace er Method 1 d The product noted above has boon
<br />61G20-3 005. C n M ) acceptance v 1
<br />'l I n' herein t h col lance with the Florida Building Code
<br />tested an0lol eve. uated as surllma Zed he et o show 1
<br />YN ri0
<br />Seventh Edition (2020) and Is. for the purpose intended, at least equivalent to that required by the Cooe
<br />Re-eveluatilo of this product shall be required following pertinent Florida Budding Coda modifications or
<br />revisions
<br />Substantiating Data:
<br />PRODUCT EVALUATION DOCUMENTS drawing a 0-3154 sled '24 a GBNanI ed Steel Storm Panels HVHZ 8 Non-HVH she.ts 1 5
<br />EX d 2 3 I t ee Z)
<br />g D 1
<br />prepared by Engineering EXjsess, signed & sealod by FranP Bernardo. P E is an Integral part of this
<br />Evaluation Report.
<br />. TEST REPORTS
<br />Uniform static structural performance has been tested m accordance with TAS 202 test standards Y test
<br />Un st s to t Ile.
<br />pNl
<br />T-A G17 1 lac w f Testing, Inc
<br />Te its 1188 S 00 h B k ate asp O Y l0 0
<br />Larne miss)le impact resistance and cyclic leading performance has been tested in accordance with TAS
<br />201 and TAS 203 fast slandruds per test reports) 06T•ASG-17-001 by Blackwater TLreUng, Inc
<br />. STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering ctilculalions have been prepared which evaluate the product based on
<br />comparative and/or Fational analysis to quality the following design Cole..
<br />1 Maximum Allowable Spans
<br />2 Minimum Allowable Sports
<br />3 Minimum Glass Separation
<br />4 Anhui Sparing
<br />160 SW 121" AVENUE SUITE 106, DEEAFIELO BEACH, FLORIDA 33442
<br />(954) 354.0660 1 (866) 396-9999
<br />TEAM'OENGINII IIINGE XPRESS.COM
<br />ENGINEERING EXPRESS.COM
<br />H Pxn Pk , A'e.ncro-,
<br />L.•FIS • kJ -a... W.,JhU
<br />,/ L: tlJVU
<br />/ T-F
<br />...__I I . xx' T Ik
<br />r
<br />lr4rr_
<br />y..s¢a=t+ne
<br />1,Id,ITkL•9'.
<br />r-':rr -ra2xT
<br />w.F F kN reN3111R
<br />JI'1'N" C �C MJLL 4.
<br />A-
<br />LI ..., 4
<br />r•rut'X• JfA'
<br />].c
<br />1� I
<br />H b%Iw'
<br />I
<br />W. rA;�
<br />-nJ'LAD A •k' IkN;XAIIkH.I MINIM, HH.I IPA
<br />I
<br />4416T
<br />STATE(1F������Pj '-
<br />.�'• fv'LI
<br />s O,i.• FCDRID�,•
<br />4' LAST RANEL(3) TO 19 iNSTALLED AT EACH OPENING SHAL,. ALWAYS OF
<br />PROVIDED W/ REAR HANDLE TO FACILITATE IN5TALIA" kit. 11 ,IN'ENN L,
<br />TO BE INSTALLED FROM INSIDE OF STRUCTURE,
<br />SQT�4�
<br />(I). E-2 HANG STORM PANEL SYSTEM
<br />C/7N$1 ING !3P PANEL •N o TRACKS TOP ar BOTTOM
<br />(2) END PANELS SHALT. ALWAYS BE CONNEAIE.D 10 BOTTOM TRACK
<br />OTHERWISE A STOP RAR (,V SMALL BE PRCARDED AT TOP Or SUCH
<br />PANELS
<br />(5). IF END PANELS ARE CONNECTED TO BOTTOM TRACK CONNECTION
<br />SMALL CONSIST OF 1/4 @-20.3/4" M-S W/ 1/8'0A3/32 WING
<br />NUT ON 1/4 aM3/4 Min THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK LOCATION OF FASTENERS MAY K AT DINER OF Iwo
<br />EXTERIOR FIAT FLANGES OF END PAW.
<br />(4). IN CASE THAT END PANELS ARE Y407 CONNECTED TO BOTTOM
<br />TRACK Ve. A STOP BAR IS ONLT USED AT TOP) AT LEAST TWC
<br />PANELS SK41, BE CONNECTED 10 BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) A80VE. IN SUCH CASE, CONNECTION OF
<br />PANELS TO BOTTOM 1R}NAY OCCUR AT ANY PANEL LOCATION.
<br />t INSTALLATIONS ONLY VALID FOR WINO
<br />SPEED UP TO 170 m,P.h.
<br />FLORIDA BUILDING CODE Nan High Val.Cily HU,Ncan. Z* IT
<br />.401R "trim, 4S
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />nv.AN Rr
<br />IL ECOIIIE
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />.60'•` S..'. LYi s1tLLr[
<br />O.Nk r r.
<br />(fS1MIM']aES: YAp ra..,YN4-Rrq,
<br />rm.
<br />---
<br />2G- 1 75
<br />..,
<br />E� MEERMYD Cd1fFAMr
<br />r. p.n .Mho, W6Wi n Y1,N
<br />cA_[inpc>19
<br />I F. •4, 1
<br />IMA4aM
<br />,P,.r„M
<br />_
<br />_D4AI.4,G
<br />..
<br />Skit, II C,
<br />FNr--;iNEE(�I(N(
<br />Pace Nd '_
<br />All Anitailan Shutters and Glass - 248a Galvanized Siftl SLnfTn Pane1N
<br />No 33% increase in allowable stress has been used in the design of itus product
<br />-
<br />Separom from glazing is nod requeed Tor installations outside of wlW zone 4 and essential facilities
<br />impact Resistance:
<br />Large Impact Resistance. THIS been demonstrated as evidenced in previously listed lest report(s), and is
<br />accounted for in the engineering design of this product
<br />Wind Load Resistance
<br />This product has been deslgnod to resist word loads as indicated in the span schedule(S) on the
<br />mspodive Product Evaluation Document (i a engineering drawing)
<br />Installation
<br />Ttes product shall be Installed in strict complLlmo with as respective Product Evaluation Document (I a
<br />ungmeennU diawuln) along with all components naked therein
<br />Product components shall be Or the material specified In that products respective Product Evaluation
<br />Document (I o engineering drawing)
<br />s1&Conditions of U Limitations Use:
<br />Use Of this producl shall be nT strict accordance with the respective Product Evaluation Document (I a
<br />engineering drawing) as noted harem
<br />All supporting ties[ structures shall be designed to resist all superimposed loads and shall be of a material
<br />listed In this product's respective anchor schedule. Host structure conditions which are not accounted lot
<br />in If" product's respective anchor schedule shall be designed for on a site -specific basis by a registered
<br />professional engineer.
<br />Ncomponents which are. Pemunent WirslaAEd shall be protected against
<br />ail corrosion. comainaion. and other such damage M as times.
<br />This product has been designed far use within and outside the High Velocity Hurricane Zone (HVHZ)
<br />Ras f'el:111611N
<br />Crank Hennardo, PE
<br />ENGINEERING EXPRESsa
<br />01rF,046549I C'en Auth 9885
<br />160 SW 12" AVENUE SUITE 106, DEERFIELD BEACH, F1OAIOA 33442
<br />(954) 354.0660 1(801 396-9999
<br />TEANOENGLNEERINGEXPRes6.COM
<br />ENGINEERINGEYPRess COAL
<br />V : fi
<br />L
<br />N'b--F,
<br />cu 2�
<br />}A 1 -
<br />T -
<br />z 11T
<br />A.
<br />Mk=
<br />n.sc -z•71 C
<br />} W F
<br />I, I,•a N• LxE31 ru EYr:
<br />- 'N'�. •"L-.ANT rc_;-P- �'"
<br />f2 YARINwr .Cei vP. se
<br />4LL 4'4L'.. c-r NU,I ..It COL NOn Oft MOIJNf 9CCrf MfFIA
<br />IN4H iy we _
<br />,IT r Irr Tsui
<br />1 �i.ti Wi � ♦.."Av hlV� 1 V
<br />WALLPWH1 S=CnON .A
<br />C
<br />1:J N-IJIR •F ', n'.iV W 1t�'r f
<br />•.N...,J�ra J.L INer ' •T VI_I rr..v L_
<br />T r _
<br />Ivw vvnPv
<br />[�:'� r r
<br />F
<br />x:
<br />J �
<br />Da'1pMEcatR -._ ti '.-'
<br />H R 4
<br />��,� IINnLiHNrP HIe W1 f. F',WN
<br />Nki 2.
<br />�T
<br />A.L Ar, L
<br />-r FT rru•n nv-c^- a..Or... it-i
<br />T?f
<br />X"PLR
<br />ODTpNAOSURE DETAIL
<br />I FY,
<br />I ��
<br />i
<br />�1"CE
<br />ps M kk'1"-
<br />HaaHRYExr-� ��
<br />`�NB RIE I
<br />1 20-31543 1
<br />INSTALLATION_-QETAILS FOR SERI€S_2000
<br />E-Z HAN-Q 5-TOR-M PANEL w1 i
<br />INTO
<br />POURED CONCRETEA.ON0Ejf_e._��Q�I�_�ND W000_. STRUCTURES
<br />_.€XISTING POIRN:D
<br />CONCRETE OR
<br />I
<br />,•1.1 TAPCON
<br />�i.
<br />tout eL oC
<br />REQUIRED. K
<br />ANCHOR O
<br />12' O.C.
<br />/ �
<br />1
<br />I�-. � 1
<br />I
<br />1'-:
<br />'L/
<br />I /A'4 7APCO4
<br />-
<br />/l••" HEX HEAD TF.k
<br />rants
<br />wpOD HEk11n
<br />HFotnRFU
<br />.!) -
<br />1ay1' HEX IffiD Tb[
<br />FROM
<br />ANCHOR • 12' Of,
<br />,y EDGEwOt',y/.'
<br />,I
<br />11j
<br />r�'rjl ICRTW E OF �/4'
<br />1
<br />1
<br />L.If�/7
<br />^ s uol*s .,®a
<br />I
<br />,
<br />e s I •' tic @
<br />Ir SEPARATION
<br />EXIDTING_II TO GLASS
<br />1
<br />I
<br />1 ,
<br />J/te"e
<br />IO 14�FWFL
<br />I. MINI
<br />EX1SII1tC �� SEPARATION
<br />'
<br />1 E'
<br />N
<br />J/I B•@
<br />GLASS R
<br />tiUWNUM POP
<br />GLAS �iI TO GLASS.
<br />�'aMNNlM POP
<br />It
<br />I
<br />S T) RNCr('�I
<br />R,yEI.
<br />-
<br />_�
<br />vor-Jar a .._
<br />a'-o"
<br />VAX
<br />//47NNNi• -._H �
<br />I
<br />MAX.
<br />q IA 11
<br />+
<br />I
<br />I N'ANEI. LENGTH Fir
<br />ged15 W +
<br />{ PANEL Lir+clH •
<br />G
<br />q
<br />1I1
<br />.:T` .mc
<br />B••$EPARATION
<br />1
<br />tl I' Mtn
<br />Ir"-'...SEPARATION
<br />....1/4Y-2o,]" ,$a%
<br />X 10 0IA45.
<br />;
<br />O
<br />IT TO GLASS .
<br />IJMBBCREW OF L'
<br />50%
<br />THUMBSCREW
<br />II
<br />!
<br />XIw1
<br />EL
<br />1
<br />ED I
<br />I/]
<br />1/2
<br />-1/4.4 TAPCON ANCHOR
<br />6 12' D.c
<br />TAPCUlN
<br />ANCHOR O 12" O.0
<br />[
<br />2C.IZE EDuRE0
<br />2'.4' VKPOO
<br />null.
<br />C
<br />CONCRETE BLOCK
<br />REOUIRED
<br />Rrourri0
<br />WALL MOUNTING
<br />WALL MOUNTING
<br />SECTION EZC
<br />AISEBNATIVE EZJ.W
<br />SCALE 3/8=1"
<br />SCALE 3/8=1'
<br />$CEN( '•. ?' FLORIDA BUILDING CODE Non High Yetoclty HurNcena Zone
<br />NOTES,* MIN. PANEL tENGTF! a p, __ P7D2b'"TM O' Mc 24 GAGE GALVAUMZEO STEEL STORM PANEL re..
<br />I. INSTALLATION ARE ONLY VAUD FOR MAX. AS D. DESIGN 5HAt1 BE 2'-6` * #
<br />PRESSURE RATING 4/- 40,0 P_s.l AND 8'-0" AIA71 * : -
<br />PRNEL LENGTH, tz "FF'•, ,STATED J I��(„ Q LHc. GLOBAL PROTECTION PRODUCTS, LLC. 01/EBPYR'. °
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD %RDA: .I
<br />fC jFitn � ~ • Esn'+FiN a F'�oMPANr I@ea se. 6r s1Rm
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 4; N%'•. e, Ir W4 "@I�•'.54 1' Mt« DEVN- FL A'T'N•
<br />DENSITY OF 055 OR EQUAL. ry SJ(j ••Q,NW� w.n.:Emr sr .N�w..tea .�kul q•-'wr cwkAE•L9eH1ks-7s.a rAX.('sa" 20-t75
<br />oANnNc r
<br />r111f1/1WBl c3MaMMFJDNiE .-^ -H I R04i L, 11. Nf � RREI is OI It
<br />FlUrWHIPr
<br />L96ALVANIZED
<br />AMERICAN SHUTTERS AND GLASS
<br />2 STEEL STORM PANELS ;HVHZ & NUN HVHZjJ
<br />WIDTH UNLIMITED
<br />(PERP, TO PANEL SPAN)
<br />TOP MOUNT (COMBI 1
<br />TYPE A5 'D REQ )
<br />sEL'TIDNS
<br />OPLTSWI h"•20 STITCH
<br />- BOLTS WITH WASHEItED
<br />WINGNUTSFASTENED
<br />.. OVERLAPS IF IANO(USE
<br />APPROPRIATE SPAN TABLE)
<br />op L�2�
<br />LU(XX} g PLAN VIEW
<br />•4 4
<br />!NK4
<br />130ITOM MIX1NT
<br />\ t ([DNN TYPE A \
<br />a 'D
<br />�) An.14t A
<br />MAY BE ATTO -,�� 0}75'
<br />a ROTTOM
<br />_TYPICAL VER.IICAL MOUNT ELEVATION
<br />TOP
<br />MOUNT
<br />PE
<br />AE RE
<br />TYPE
<br />LmaX
<br />CONK (SPAN ABOVE
<br />'07 0
<br />STRlR:l1gN )
<br />BOTTOM
<br />O INT
<br />TYPE
<br />w1
<br />115 REQ D)
<br />1 N-oBs-mucnoN
<br />O (LOCATION MAY VARY)
<br />W E
<br />W SE o t, FfCONNTYPE
<br />OUNT
<br />iTi IY
<br />q'D)
<br />BOTTOM MOUNT (WP4'1 LmOx
<br />TYPE AS REIY'))
<br />VAPNOVDH(SPAN BELOW
<br />OBSTRUCTION)
<br />UNDED,OPTIONALELD MA ITCHED ASREQBOLTS I -2D STITCH
<br />EDTCIEAAT CDNNE
<br />WASMERED
<br />ANCHORSA I USED WHICH SATISFY WINGNJTS FASTENED
<br />SPANS AROVEa BELOW OBSTRUCTION OVERLAPS 0 MIDSPIAN (USE
<br />APPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />1 N.I I FLEVATIGN
<br />PAN & GLASS
<br />ALLOWABLE PANEL S
<br />SEPARATION SCHEDULE:
<br />24 UCiF A PANELS
<br />G
<br />-
<br />M N M M r)
<br />l 1 ARA N ROM GlAbi
<br />(NV1,2, WIND IONIC 4
<br />G ESSENTNU EACH ITTFS)
<br />I
<br />nNAXIMUM I
<br />n k SPGN o Al1AW ABM
<br />I T II IE'Fi
<br />NS AUAi )N4 }
<br />1 A AFAt N
<br />NST 11At10N5G E
<br />. NFS EISPA LmNA
<br />THAN }d ABf GNAOC I IN 30' tlDVE GRADE
<br />(PSFI
<br />1
<br />l'tl
<br />I 1384!R
<br />6nfm
<br />716m
<br />1
<br />f J0 _
<br />0
<br />06
<br />'"' {4U0En
<br />bJOW
<br />Ib In
<br />(46 1708N
<br />e061n
<br />_ _
<br />� IILn
<br />♦/50 15U,CI In
<br />6.06. Nn
<br />,.141n
<br />/_�
<br />SW6iin
<br />608
<br />7-35 u,
<br />•/^M7
<br />f� B32nr-.._
<br />6Gp1
<br />.-. 75i In
<br />/
<br />1 �
<br />59AM
<br />-
<br />B.tl n
<br />.,i M
<br />7
<br />FAAIV SC-.f1tU Lt IV CJ � u u I :
<br />P H WITH T 1. EINTEA SPAN SCHEDULES WL NEGATIVE
<br />F
<br />DESIGN LOAD D PANEL PASTENER SPACING i0
<br />DETERMINE MAXIMUM ALLOWABLE STORM PANEL
<br />SPAN. SCHEOULe IS ACCEPTABLE FOR USE WITH
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />NEGATIVE DESIGN LOADS.
<br />2. "PANEL FASTENERS" ARE STUDS USED IN
<br />CONJUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />('r,TAACII, STUDDED ANGLE, ETC.). USE 6IT
<br />A F P p O,C. PANEL FASTENER SPACING T DLE VALUES MR
<br />AND'U"-HEADERS (INCLUDING GUILD OUT
<br />CONDITIONS).
<br />3, LINEAR INTERPOLATION BETWEEN LOADS IS
<br />ACCEPTABLE. OTHERWISE U.A NExT HIGHER LOAD,
<br />GLASS SEPARATION NOTES:
<br />I ENTER SPAN SCHEDULE WITH POSE71YE DESIGN LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE 5EPARATION FROM THE OPENING TO SE PROTECTED_
<br />I R 7 SCHEDULE IS R 1 tD FOR USE WTI" POSITIVE LOADS ONLY
<br />1RU
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE USE NEXT Niu'NEP
<br />LOAD
<br />OUTSIDE HVH AND 7 ESSENTIAL
<br />3 FOR INSTALLATIONS W S E OF THE Z OUTSIDE OF SE
<br />FACILITIES IN ASTM WIND ZONES 1 THROUGH 3, THE GLASS SEPARATION
<br />SCHEDULE 1S NOT RE(2USRED AND NO MINIMUM SEPARATION FROM THE
<br />PROTECTED QPENING IS REQUIRED
<br />N G
<br />I 6J 1
<br />MAXIMUM ALLOWABLE
<br />DFSTGN PRFSSURF-S:-
<br />Iti:fi•I'
<br />'•OTo''
<br />•
<br />AS NOTED IN OESICN
<br />DESIGN NOTES: SCHEDULES
<br />o ,
<br />e
<br />POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />x x
<br />FOR USE WITH THIS SYSTEM SHALL BE DEYERMINEG PER
<br />T
<br />gg EPAItA E INEEiING IN ACCORDANCE WITH THE
<br />rfMi
<br />R
<br />G0'E 3 C
<br />CODE. PRE'aGURE RE IREMETA
<br />m
<br />E, v
<br />RAINED I)
<br />.E ACCORDANCE V H ASCE) AND CHAPTER
<br />° S
<br />16
<br />160E OF THE FLORIDA PO BUILDING CODE SHALL BE N THAN
<br />FL
<br />O0. EQUAL TO THE POSITIVE O0. NEGATIVE DESIGN
<br />W U.:
<br />�> (i
<br />'�4L
<br />PRESSURE CADACTTr vAl-LIES LISTED HEREIN FORANY
<br />ASSEMBLY AS SHOWN
<br />ogH OA
<br />GENERAL NO-FES:
<br />3t
<br />] LHfb SPC•CIRCARON HA? BEEN DESIGNED AND SHALL BE FABRICATED IN
<br />ACCORDANCE THE EEQQUjftEMEMT9 OF THE FLDRIDA IU1Lp"'CDOE❑ui
<br />'
<br />5EVENTN fi01TLON 2020iRrT1R LKE iNSIGE AND OUTSIDE OP THE NVH2,PEP
<br />by
<br />TA52ou ZA D7 T1E TPRON"OIS. CONIRAC NOR SHALL INVESTIGA �
<br />AND CONFORM TO ALL LOCAL BUILDING CODE AN ENOM ENT9 WHICH MAY
<br />APPLY, OESION CRITERIA BEYOND AS 5TATED HEREIN MAY REQUIRE
<br />(n
<br />AOOITIUNAL 6RE5PCCIFIC [EALEU ENGINEERING.
<br />2. NO 3?tl3Y„ INCREASE 114 ALLf1WAEL6 STRESS HAS BEEN USED IN THE
<br />DESIGN OF THIS SYSTEM,
<br />3, THE ARCHITECT/ENGINEER OF RECORD FOR THE PROJECT
<br />SUIIERSTRD R' IN WHICH THIS DESIGN t V A CE W W^Os USED sH HALL BE
<br />U,
<br />-.
<br />FOR THE INTEGRITYOOKOIN OF W WHICH
<br />OESION WHICH
<br />ORTINGSURFACES TO DESIGN
<br />(7
<br />TEALL TH E A(THIS
<br />1Ri4ll @E COORDINATED BY THE PERMTTTIn6 CONTRA[ TOY,
<br />EE RftIG SHAH @E REEQOUIRED IrI
<br />4. GE,AMAYr 'SITrROM
<br />DerECTCnN
<br />FROM LOADSg, DEFLECTION CJR SPANS CONEAN[D
<br />ORDER., ON
<br />IN. C TACT THIS G R E4,, 5P r' f S
<br />HEREIN.
<br />ERE UN 7 sEN (NEE FOR ALTERN47E All YCULA77019A
<br />MAY B!'*!0fU'REO
<br />iME FC DETAILED HERETTI SM. lF GENERIC NIX DOES NOl' PRN7 F
<br />SETS. FOR SIR CDN P1TIpN6 DIPFt11EHT FROM
<br />INFORMATION-
<br />U pS
<br />W
<br />nn{
<br />THECO T114S E AILEDSPECIFIC
<br />DETAILED HEREIN ,ALICENSED ENTSFOR ORREG6TERED
<br />THE COECT SMALL
<br />ARCH SDECJFIC DOCUNF NIa FOR USE iN
<br />F
<br />clip" WITH r"Is DOLT,
<br />CONJUNCTION THIS DCYC
<br />PRESSURES
<br />6. DESIGN PRESSURES MOPED HEREIN ARE fM5E0 ON MAXIMUM TESTED
<br />D H R
<br />PNE@SYM1ES DIVIDED By A I.S SAFETY FACTOR.
<br />7. qqLL FFASRNERS To Its t/.'q OA GREATER DACONADC 3 tJNL[55 NORD
<br />N ;
<br />IR
<br />h
<br />-
<br />CTfHERN'IeE. FASTENERS SHALT SE CADMIUM UiE DR O RVYIEE
<br />CORROSION -RESISTANT MATERIAL AHD SHALL I-DMPLYWt7LI SPECIFICAT"S
<br />FOP AL MITI STRDCTDRF3•' 9CCRON 1, S BY III[ ALUMNA UM ASSOCIATION,
<br /><
<br />Z N 6
<br />•' `"
<br />'�,
<br />INC., B ANY APPLICABLE FEDERAL, STATE, AND/(XR LOCAL CUOK.
<br />#
<br />q
<br />0 ALLSTORM PAHEL. SMALL BE 14GA STEBL. L.0,024'
<br />"r P P N S NFU M A Tr
<br />9 3 OP I A ELS HNLLL I_DI R TO STM M1l 6TRNL URALOUPLI
<br />_
<br />IY
<br />dL
<br />STILL. WOYEALVANI)[D COATING WtM A MINIMUMT F -4ANE 1 I.
<br />LU
<br />9
<br />ALLOTEDOTHERWIEXTRUSIONS SHALL RE 606?T6 ALUMINUM OY ALL
<br />�
<br />UN NOTED M.
<br />Cr
<br />II T F AIIL
<br />1I rD 6 DDVOTA pETAII I S MAYN MAY @E ED VER ANGED A5 MELD
<br />ORDST10N3 OICTATP P ABLE. MAV BE M W NTED VERTfCALLV OR
<br />HORIZONTALLY AV
<br />Q
<br />CHOR&NOT HEREIN SHALL C EMEANCH KTO
<br />NO CONCRETEANCHORS ONLY. S
<br />MANUFACTURE CONCRETE ONLY. INSTAL( All CONCRETE An rNORS. PER
<br />13. THE C NTR RECOMMENDATIONS.51
<br />la. THECONTRACTOR 15R%TERFI1@LE TO
<br />REVENTEOP.PROTECTALL
<br />MEMBERSMIXNEER DIALAFLAR MA7ll To TO PREVENTELEC7RALD5,
<br />ENFINEERSEO V AL ACES RIX:TU
<br />5L
<br />.T
<br />11 m
<br />14 .ro LDESIGFI As
<br />THI%EDMIFICA
<br />SHOWN r u'� THIS P r T
<br />s U Y UI USE OF ID s C{CntAT10N B CON RAc1oR, tie X4
<br />TRACT ,'
<br />@
<br />2 e
<br />M�
<br />A EAVES THIS ENGTNEEN ALL C05T A DAMAGES
<br />INCLUDIN
<br />�QR�5{
<br />ti
<br />d
<br />`
<br />LEGAL & APPELL ING MATDgAL
<br />INCLUD TION, FEES E A.TION,
<br />& CONr, TtUMCr PRAVEL
<br />&RUL'TIDN CODES CES DEYOND THAT
<br />WHICH IS r_ FO1 ERECTION, STATE,
<br />WHICH I& CALLED FOR BY LOCAL 5'MTE, A PEUERAL [DUB B FROM
<br />C(H
<br />U
<br />flip
<br />+EPa
<br />OF T
<br />OF TM75 PLAN.
<br />ILL
<br />C C
<br />E10N6
<br />EXPRIEFIRMATI NS ARE INTEND NO ADDITIONAL
<br />IONS GP AFFIRMATIONS ARE INTENOEG.
<br />CERTIFICATIONS
<br />I,. ATM
<br />'1 a , rRMMC ApD[T[DNS DROMlR reP IFEcA 1O7niS DPXIIMENT
<br />ARE NOT AND AI.1DATE
<br />C
<br />O'a
<br />26 L
<br />@E E
<br />ED WYICATION
<br />LTHPsABELED
<br />PANEIS SHALL PM
<br />it' VERY3 FEELENTAINI GTLY LF,9ELED'W INFORM TIO OF 1 LABEL
<br />EP 'VERYa,q FEET. CONTAINING THE T+JLLOIYJNG IN rORMATION' ()
<br />/j
<br />$ a
<br />�y kip
<br />w =£
<br />N
<br />iP
<br />]Blatt nAtl011C7 APPR01%AL NUMBER
<br />/ l�
<br />"2vrwlNlr glµE ssuwVD,_
<br />20-31s43
<br />scgLn -
<br />VISIT ECALC.10131643
<br />RN FI LCA T
<br />hN
<br />4hNl'R
<br />iW!%!kJWNIOr LFWME.ip
<br />I-LLLI
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />��iT_-P-ANELS}�--'_
<br />TOP
<br />MOUNT
<br />gy
<br />g
<br />@g
<br />L
<br />A
<br />JgI'
<br />Q3
<br />F1
<br />4"
<br />,
<br />v3{
<br />p
<br />• A2.,
<br />0'
<br />IF
<br />2
<br />24"
<br />2T
<br />22"
<br />s'
<br />24'
<br />T
<br />"U• ireae„r
<br />O'
<br />0"
<br />C'
<br />23^
<br />N"
<br />2A•'
<br />2
<br />lr
<br />D'
<br />2r
<br />7S
<br />1 2
<br />E.
<br />2
<br />2M HFsdPr
<br />P
<br />o
<br />J r
<br />FT
<br />7
<br />0'
<br />r
<br />x
<br />J
<br />4
<br />23'
<br />1
<br />2a'
<br />11"
<br />31
<br />1/"
<br />23
<br />II
<br />P7r
<br />w AMI
<br />2 r
<br />7 d
<br />' 0'
<br />2
<br />�
<br />AA'
<br />sD
<br />6
<br />2,
<br />4G'
<br />A
<br />JO'
<br />PT
<br />Jr
<br />ii
<br />'�'
<br />3 1
<br />-�i-"
<br />ia"
<br />sD
<br />ii'
<br />'N
<br />._,"av
<br />R
<br />a 1
<br />il-
<br />W.
<br />s6'
<br />ti
<br />Os.IX Molts
<br />6
<br />7P
<br />;4'
<br />30"
<br />AV
<br />SD'
<br />2W
<br />AD'
<br />24"
<br />1 41P
<br />30"
<br />.59'
<br />'U` Haft
<br />or,
<br />O
<br />it
<br />ZC
<br />O'
<br />7r
<br />27'
<br />'
<br />la 71
<br />a 4"
<br />7 r
<br />e
<br />SD•
<br />Sff
<br />Ae
<br />Jr
<br />4C
<br />M'
<br />5NA 1
<br />23"
<br />'27"
<br />E T"
<br />1`
<br />i 1.
<br />/1'
<br />3O
<br />?3'
<br />30'
<br />T'
<br />C Tr REA
<br />le
<br />x
<br />ST
<br />1T
<br />h qqq€4x
<br />J 8�vi
<br />N ••AA�n DWUe�u >
<br />4
<br />< W
<br />m
<br />L r�
<br />Mr '
<br />N `
<br />'71
<br />9 £W
<br />W,
<br />_A
<br />LL R
<br />W "
<br />DW
<br />b
<br />LuJ -
<br />i H •a;" NEL iiNi.,�w u n,w ` w i� a Xr Nn%
<br />n
<br />Tx1D1W{Xer C Nun 1 k H,U58 NLnG+ l ARL AW]VI' A (n
<br />AOrRM'AN4
<br />2 NO tk9A11A41TM NOM OLASY IS 4IGVIMtfi AY,CAI PAaL,4NGfI, tS CPLATFR MAN rtMT NUDIF FLw
<br />anPecnvE N@4Tr 7NG ¢wuMe,n,wAbovP.
<br />1 U4F0MMD!I. NAIRONiITRFRRUIMW +OP A11 W I1fiU.4lrt0MUG,RuXmR NSTINAMYAATTI IN RON WYa.A 4WTTM Fit AP M OE44,
<br />TAa2 A'RUM T C7
<br />m ADM 7T9•(WITHM I"I'M UT PrON somi AND 44/A PANELS,*oI w1TM PPMN
<br />PASTED" a U s' eA U.0 'L
<br />5 MM4 M..,.IMUM uW01NR !1I d MTIN.4Wr IDR1.HMIN Q
<br />ORS" Ilk"
<br />uNNYOEMmw SM6wNIN rtTHAWINNS 4�
<br />OPTIONAL INTERIOR FASTENING DETAIL,
<br />Ln
<br />a
<br />It!tJf
<br />;J6rt
<br />In�u
<br />Y
<br />x
<br />3
<br />.4rT.nNe. INRTA[, R-.
<br />rQz1
<br />h
<br />a'
<br />r NDH INTcurnl
<br />'`yOyamG 3
<br />0
<br />AONACEM 1
<br />PANG
<br />LU
<br />f
<br />ao
<br />d
<br />K INf i'NS 5IO@WAIN ock"'.
<br />nA<HIMscAAw imuR-[nA NDv
<br />W'J UPr N,l1 AW'ANaRRD ,WAfONLn
<br />Ib IrtfIJt RN^E
<br />a
<br />gg ul �s88
<br />0fi
<br />a .,
<br />K Io.I./4ACHB. 1,a W
<br />SAID WJ WASREPlD
<br />1°
<br />99 TF A
<br />V B R'R I
<br />0e�9
<br />L
<br />`rONNtc*s ermD��tln
<br />p Y � � � �
<br />Cy�
<br />1ANLLI
<br />AFOoI
<br />•�'A
<br />u
<br />���
<br />et'1tg
<br />���
<br />rd'Il1 �D
<br />c[WN *,PE AS ATOP
<br />-,['laDll ,rNPLrkrAw'NOns .'
<br />NAr,wiMrtrAv@eNMNON
<br />rvlyilNU LUNCMRrE
<br />wDOLIMV Nra"N. rH,
<br />GN;INLIM rWf R,t
<br />YALuc C444 R,.nr.„,n
<br />20-31543
<br />1'A'JSIR rIIAMTNN
<br />A✓A 1
<br />PANGAPJAC1, T O
<br />aI,NM WIHH.'
<br />�.
<br />OPTIONAL EGRESS
<br />PANEL DETAIL__ _
<br />S
<br />INTERIOR FASFNING
<br />/•'T
<br />tRNJL' OfkNXM+➢O. PE
<br />. PEOa V4 p 0.
<br />2.240" D.09a" I-1 99a` 2 nor,
<br />4i?00.9-1
<br />07OOGO,pp ``pp11ets'
<br />125' G'.994" $iJ. o n12U" TYDTYP" 1.930" O,OU2l^- -LJ S_.l Toz50"M�L
<br />a10'• 4.062 .250" -I 2DRYri I- 2.000' rrP
<br />2.020"
<br />1,180" ANP2E ATJ-PHI CIOSIiNE �snJ� <<
<br />T ' reAD¢R ,,, "kf HEADER ,c•� 9u1t0.eu1 •u" HENfER
<br />3380" MAY 0,313' 1.510'.31 ,:r, 0.3?6` •�i_a4q OS76"-y I- D'01 "2 .II�. &3E1 ®`
<br />l `� O.t79 L[K55" p.i9�...I -M Ih655" 0.886- tl.350" N � r.
<br />sssi1' 0.19L1'
<br />12.SG0" PANEL COVERAGE i- r,I- 1--- 0.250� r
<br />14.875" PANEL LENGT 1 tl m �f,_i ¢o rp,5i5„ I 0.52415U'O.0
<br />N• (III "1 DIRECTION
<br />0.09D' _ AI-v.,IMvn of zls� tits ooas• 07110^ .3os"
<br />no d3s" v1
<br />TYP -.II TVP Ou='u �-n 0:7a0`
<br />V ROIL➢-dIT 'r" TRAGN. n'T" iRAOK F •� µF. D'1J 1 w VIE O Y°HD1�Ir a,957".. l�Y
<br />-' Ia NFYM[%.f WAYfER
<br />-
<br />0 11
<br />6'
<br />W : nn':.,•.u•. uP ) 0 19019D"-y Q^ •"
<br />J '.aIY Y.ITI.11
<br />YUIy: a�
<br />` .,... IJ
<br />D Rr,,T,-
<br />1- 1 3.000" f.(� D
<br />PeJ PLf ,t 'n D,3 O
<br />fE%1FNUF0] I1tt.L-��J
<br />I.VPRI \. r4M1 nr .N: J p to
<br />7.K
<br />d1CAty ,pHf1,1 LnVERLAP U:Hn•.f,C /gyp CORNER KDW0.F PFTNL� 1
<br />�-- t�1B8"]'
<br />-LS"
<br />ali
<br />BUILD -OUT .li.
<br />�n--kr,•Ah'iNn-
<br />4 xr-u^.3 =r-uCw
<br />a'
<br />- A Y^r Y
<br />I [MIA IN 1
<br />DISTANCE 1
<br />I/r 1
<br />c d
<br />J
<br />- nnn.nr rrcr s
<br />L '
<br />1.0
<br />�n
<br />J
<br />_ar'1 F_enT'AaDoe
<br />n_ - M J" •"s k 1 uM• '.A' x Jln EMBED
<br />>YNlr f. • lMlAr•1 IA NtP S.,,if '� _P
<br />a== cEr .,, ,rE•,tET.r _:xlal:rM DT
<br />Rill.
<br />.r d r.
<br />s„ MA. 1" 1.50o" 4 3 S J R
<br />n TIJAI,
<br />MIN okSpj
<br />r,= � 1
<br />pp K
<br />1.SOD'
<br />4" MAX
<br />MIN
<br />I__ 1000• Lv N ntV G.RTT.YITJ' 31
<br />CORNER OLOSIARE DETAIL _F .N•.H>�;'?y8yy
<br />EMBED' � iYs. Ar' i yy QY
<br />0 TRAP XIXINT CL06UM1F DEfALL ,) fT.ET..V „�� E
<br />pia 1
<br />NT@ $S �aA 1T
<br />cOPMa.Ir-wrRit,R),
<br />20-31543
<br />Rcus: I -
<br />PAec RcaFwPnoN;
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELSPANFL Fil'jTFNERS O 42 5" 01.
<br />Et3�tfTE91E6E91�E7l�EFF�l�®'
<br />Il3��EsiBE33®QTL•7�®_®�t�i
<br />i{
<br />tLrJ.Lmv
<br />SHIR
<br />1
<br />Mall
<br />®
<br />MISM
<br />111=w
<br />iYVELiaBI�
<br />'
<br />IBM
<br />M
<br />MMiId10
<br />i
<br />--
<br />E'f3o
<br />W�1111
<br />mmamlmamECM
<br />�tE1t�tEllmtt3[mt�Iti�EE�mFT7F;a,
<br />1�
<br />�ii
<br />v/i��
<br />/
<br />ry
<br />�y
<br />yr/N
<br />"� tt,
<br />!"Ore"
<br />t
<br />Mtn,
<br />/ �y
<br />/,
<br />Y
<br />OF1�Eil�/
<br />:tZI1a®
<br />�Pa
<br />B13��%
<br />Itt�rt��ts�mt�crov���
<br />®tII�3Ytt�A
<br />RiDi43iB��t��
<br />MAI
<br />�117[b1[�19AESiiEi
<br />111"
<br />MAX DESEON
<br />-MEMO. PRESSURE
<br />Typo @
<br />!.PNV nP IU e ;
<br />nvl Ur ,,, f ,
<br />„ n I • J ,,. Its
<br />SeR LrEes
<br />CI R C1 C4
<br />5Qaa TYPE
<br />C'1 C2 CT C4
<br />CONK art
<br />rI (I C3 C4
<br />1J1 ,T EMBED 33
<br />41
<br />46
<br />S2
<br />rt
<br />I2.S'
<br />16.0" 160"
<br />0,9"
<br />12.5
<br />60"
<br />1 le0' 7 "
<br />12, 9'
<br />16.0" 1 0" 5.7"
<br />N 5'
<br />la 0 law
<br />or
<br />12-5
<br />16.0
<br />13➢' 6-1`
<br />32 5
<br />Ia 0 14.116.0'
<br />12. 5'
<br />1"O is0
<br />7.5
<br />1Z5
<br />lb •141'
<br />0
<br />6.0'
<br />1JS'
<br />16.0"147 60'
<br />VI C'
<br />12.R'
<br />160' IGO
<br />IaO 14T'
<br />G�9
<br />8.0'
<br />12,5
<br />AL
<br />160.
<br />I60'
<br />147' 6.0'
<br />L47•' e0"
<br />1J,9'
<br />12.5'
<br />16.11"147 bD'
<br />16:0'].1 bn'
<br />D14
<br />Q
<br />11 s 1 U2' rk xa� 53
<br />OO 4
<br />W D9C0.EY 1
<br />46
<br />]:
<br />72
<br />L2.S•
<br />6. 16.01
<br />30.1'
<br />12.5
<br />18 0•'
<br />ItA 7.0"
<br />1; 5
<br />16.0" 10
<br />FLIP,
<br />16,0 111"
<br />at
<br />12 S
<br />16, '
<br />0
<br />9. 7 S6`
<br />12 S'
<br />0"
<br />16. 4,7 34"
<br />157
<br />tir
<br />ll 5'
<br />16,0' ILO
<br />IaD it I"
<br />15.0 9 6'
<br />.D`
<br />BI
<br />S.6"
<br />12 S'
<br />%TV
<br />1 4
<br />16.0"
<br />FIT rip,
<br />6,01
<br />11
<br />B.C.3,6"
<br />IT, 16'
<br />S F'
<br />12, V.
<br />1"
<br />17.5"
<br />16.0" 9.6- 66
<br />°" 1 '
<br />16 @.e 8
<br />6.0 S 5.4
<br />v
<br />4 q 73
<br />FAR CAI'CFAS' 41
<br />�U Ae
<br />T a.Bll@ala�B 92
<br />72
<br />12.4
<br />1 .rY 1 0
<br />12.
<br />A O
<br />1,
<br />11. 5
<br />91"
<br />9 1"'
<br />1 2.5
<br />12,5'
<br />12.6'
<br />I6.0' l0
<br />12, 5'
<br />12.5
<br />18,0 173"
<br />18: ILA
<br />ILL
<br />12 5"
<br />16U
<br />16.0'
<br />L2:5'
<br />1,11"
<br />150' 103"
<br />la IF91"
<br />12,5
<br />125"
<br />16,0'
<br />LCW'
<br />91
<br />• 3. "
<br />129'
<br />12S'
<br />1a. @" s.a" • 5'
<br />110 F ,'(4" END. 37
<br />A I PUN I fI IAA- 41
<br />WOOD AUSN Inc 46
<br />U1a.@P 72
<br />ISO B 6'
<br />.7
<br />1 .S
<br />15 '
<br />I 3"
<br />SC 0• D"
<br />3
<br />12
<br />Sa.1"
<br />' 4.I-
<br />s23'
<br />12A" 4.114 a"
<br />L2�5'
<br />1 .4' S9'
<br />S0�
<br />&25"
<br />1L3"
<br />" 4.0,
<br />!§7
<br />6.23`
<br />4,7' A 0"
<br />E 2S"
<br />6 29'
<br />12 3" 4 7"
<br />4 0'
<br />O.IS'
<br />17 3"
<br />4 r" 40..
<br />0"
<br />6.21"
<br />ANCHOR NOTES:
<br />ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUTDrLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING. MAKI MUM ALLOWAIJ ESPANSAND PRISGY RES INDICATED
<br />IN SPAN SCHEDULEE SCHEDULE
<br />APPLY.
<br />SCH 2 ENTER ANCHOR EIX1lE BASED ON PANEL FASTENER SPACING THE EXISTING STRUCTUR
<br />E
<br />MATERIAL, D ANCHOR TYPE, SELECT DESIGN LOAD GREATER THAN E}R EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTERSPAN.SELECT
<br />CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET V FOR IDENi'I FICAYION OF LYJNMFL:T ION TYPE).
<br />3."PAWL FASTENERS" ARE STUDS USED IN COWUNICTION WITH ALL MOUNTING EXTRUSIONS
<br />"-fRACK, �IUUCED I16E575" C PANEL FASTENER SPACING NGTABLE VALUES WESF OR
<br />ALL "H"- AND 'U'-HEpLETS(INCLUDING
<br />BUILIXTUT CONDITIONS)
<br />4. ANCHORS SHALL BE RNSTAL.LED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS
<br />5. HOLLOWLOOK MOST STRUCT CONFORM TO AST C'9D BLACK.
<br />6. MINIM M EMBEDMENT SHALL E AS NOTED 1 NN ANCHOR SCHEDULE.
<br />7 MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUOF5 STUCCO, FOAM, BRIO[, AND OTHER WALL
<br />FINISHES WALL FINISHES SHALL BE LIMA ED TO L/4" MAN OR SHALL be NERJFIED BY Or HFRS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE
<br />s• CONCRETE AN]10RS NOTED HEREIN SHALL BE EMBEDDED TO UN -CRACKED CONCRETE ONLY
<br />9, WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXIST(NG CONDITIONS MAY VARY FIELD
<br />VERIFY THAT FAS1 ENTES ARE 1NTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING
<br />T PIECES. O PLYWOOD NCHORS ABLE OPFLY FOR SW F C E OF $1DFRA
<br />l0. WHERE ANCHORS FA51EN TO NARROW FACE OF Sl LID FRAMING, FASTENER SHALL DE LIX;AIFO IN
<br />CENTEROF NOMINAL2" X 4"IN M) WOOD STUU )` LOGE DISTANCE 15 ACCEPTABLE FORWOOD
<br />FRAMING!, WOOD STUD SHHALL BE "sOIJTHERN PINE" G-0.55 DR GREATER DENSITY, LAO SCQEW
<br />SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD,
<br />A ARE W T PAN LMATE ALL- 5 A 12 M [HIM S ANCHORS, SHALL
<br />R DE AL E FLENTTO SOLID- S B BRASS BUSHING
<br />G
<br />L2 MAr_HLNE 5'.:REWS SHALL HAVE 1J2" MINIMUM ENGAGEMENT OF THREADS INTO THE DOSE
<br />ANCHOR AND MAY HAVE EITHER A PAN H6A0 TRUS5 HEAD, OR WAFER HEAD (SIDEWALK BOLT) U NO
<br />13. MINIMUM EMBEDMENT AND EDGE C4 NCE EXCLUDES STIKCO OROTHER WALL FINISHES
<br />I+ - DESIGNATES ANCHOR C06WTTION6 WHICH ARE N07 ACCEPTABLE USES.
<br />15 �[ DIRECT MOUNTING CONDITIONS.
<br />16 LINEAR INTERPOLATION 15 WJT PERMITTED FCA USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET
<br />>3II9
<br />SC,Y-
<br />'kark-
<br />20-31
<br />U
<br />O
<br />(3)
<br />C)
<br />N
<br />O
<br />Q
<br />-
<br />j
<br />U
<br />0
<br />0
<br />-
<br />Q)
<br />_O
<br />LL
<br />._-0
<br />n,
<br />E
<br />te
<br />a,
<br />_O
<br />O
<br />{..�
<br />7.1
<br />1C_
<br />f
<br />. I---
<br />co
<br />Q
<br />Z
<br />Z
<br />W
<br />J
<br />aB@'i
<br />t�
<br />Ico coE 4`"
<br />T
<br />t.1. C LA"'
<br />cc =
<br />111=1 4V
<br />C1
<br />N ems.
<br />IV
<br />a _T
<br />US �
<br />i
<br />d It
<br />tJ
<br />� c
<br />aJ
<br />R)
<br />eCa
<br />(D
<br />(D
<br />rod
<br />y
<br />lCIO
<br />-alloo-Maj
<br />L
<br />Q
<br />L�
<br />T
<br />U
<br />CIO
<br />O
<br />U
<br />(3)
<br />r
<br />V J
<br />W
<br />z
<br />Z
<br />Q
<br />J
<br />1�
<br />SHEET NO.
<br />SH
<br />1.5.
<br />
|