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<br />SEE NOTES 3, 4
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<br />ANCHCOM
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<br />--_(9EF SECTION W a ALTERNATIVE EZIA0 04 SHCEI 1W
<br />EZI/l8.
<br />EZI W/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E=Z HANG STORM PANEL
<br />( ,' SYSTEM (t)
<br />SCALE: 3/ 32'=I"
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<br />. NOR. GIIP
<br />SECTION A -A
<br />SCALE 3/32*-1" .r`OYSEAA•,!l[[/tY14
<br />,,..EN
<br />- 44167 s
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<br />STATEIOO��'A��
<br />L:=nIGINE'ERING
<br />ENE3INEERING EXPRESS'
<br />PRODUCT EVALUATION REPORT
<br />September 15 2020
<br />Application No Ili*, 17MB 1 - R2
<br />EX Project Number 20 31543
<br />Ptoducl Manulacioer All American Shutters and Glass
<br />Manufacturer Address 1540 Donna Road
<br />West Palm Beach FL 33409
<br />Product Name a Oeitcnphon 24ga Galvanized Steel Storm Panels
<br />Large Missile bupact Resistant
<br />Scope of Evaluation:
<br />TINS Product Evaluation Report is being issued in accordance with the requirements of the Florida
<br />e ment DI L n s n Prntr I n I Regulation i omi lion Ru Ch er
<br />0 rt B lsi e6, and .ss o a bride B I W n C Tvs Rule a t �(Florida( 1 0 P
<br />61 G20.3 005 F AC for statewide accP ance r Method 1 The product noted above has been
<br />.pl per Me od lid)
<br />tested'
<br />evaluated as aumnNi nred herein to show compliance with the Florida Burling Code
<br />Seventh Edition (2020) and Is. la the purpose intended, at least equivalent to that raquUed by IhD Code
<br />Risions luAl of this product shall be required following pertinent Florida Bmkling Code modifications or
<br />f0ev1510116.
<br />Substantiating Data:
<br />• PRODUCT VALUATION MNTS
<br />EX drawing M20L 31543 filled "24gaGd Steel Stom, Panels (HVHZ E Non HVHZ)-. sheets 1-5
<br />Mapa,ed try Engineering Express signed 6 scranld by Frank Bennordo P E is an Integral Pan of this
<br />Evaluation Re1NTTf
<br />• TEST REPORTS
<br />Uodoun atAhc shuchoat perlorounce has been tested In accordance with TAS 202 lost standards per lost
<br />to orbs MBT.ASG 17- I i ckwat i Testing P O
<br />00 h B a . eInc
<br />Y
<br />Large missile impact resistance and rychc loading porlotmimce, has hear tested In accordance with TAS
<br />201 and TAS 203 test standards per test repon(s) MBT-ASG- 17-001 by Blackwalef Testing Inc
<br />• STRUCTURAL ENGINEERING CALCULATIONS
<br />Struchual enylneenny calculations have Lyon prupauU which evaluate the product based on
<br />comparatrvP anA]or rational anatysrs to quahfy the folktwing deiln,mlena
<br />1 Maximum Allowable Spans
<br />2 Minimum Allowable Spans
<br />3 Minimum Glass Sepa,almn
<br />4 Anchor Spacing
<br />160 SW 12'" AVENUE SUITE 106, UFFAFfFLO BEACH, FLORIDA 31442
<br />(954) 354-0660 1(866) 396 9999
<br />TEAM 0 ENO INEE RING EMPRESS. COM
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<br />* tA:T PANCL(3) TO BE INSTALLED AT EACH OPENING SHALL ALWAYS NE
<br />PROVIDED W/ REAR HANDLE TO FACILITATE INSTALLATCN Ir INTENDED
<br />TO BE INSTALLED FROM INSIDE OF STRUCTURE
<br />(I) - 2000. E-Z HANG STORM PANEL SYSTEU
<br />C STING DE PANCI ♦ Cent TRACKS TOP At BOTTOM.
<br />(2). END PANELS SHALL AL*T- NF CONNECTED TO BOTTOM TRACK
<br />073ffRRR5F A STfiP BAR (1� SMALLBE PROVIDEn AT top OF SUCH
<br />PANELS.
<br />(3) IF END PANELS ARE CONNEr7EU t0 WrTDM TRACK, CONNECTION
<br />SHALL CONSIST OF 1/4'0-20R3/4" M.S. W/ 7/6'0.3/32" WINE -
<br />NUT OR 1/4'h3/4' Nln. THUMBSCREW INTO TAPPED BOTTOM
<br />TRACT( LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />EXTERIOR FLAT OF
<br />OF END PANEL
<br />(4), IN CASE THAT END PANEIS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (i.e. A STOF BAR IS ONLY USED AT TOP) At LEAST TWO
<br />PANELS SMALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />INDICATED ON NOTE (3) ABCriE. IN SUCH CASE, CXNECT10N Oi
<br />PANELS TO BOTTOM 1C WY OCCUR A? ANY PANEL LOCATION.
<br />t INSTALATIONS ONLY VALID FOR WINO
<br />SPEED UP TO 170 m P.h.
<br />PNMD 1RWnr.
<br />24 GAGE GALVANIZED STEEL STORM PANEL
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<br />Page 2 of 2
<br />Nil ,\mencan 5huilens and Glass - 24ga Galvanized Steel Stone Panels
<br />No 33% increase in allowatAe stress has been used in the design of this product
<br />Separation from glazing Is not required lot installations outside of wind zono 4 and essential laalthes
<br />impact Resistance:
<br />Large Impad Resistance has been der onsilolod U6 evidenced In INemouniy listed lest ioporffs). and is
<br />accounted for in the engineering design of this product
<br />Wind Load Resistance
<br />This product has been des ned to iasisl vnnd lood% as indicated Ili th an h u n th od e s sc ed le(s o e
<br />WP ) a7
<br />respActve Product Evaluation Docurnent (1 e engineering drawing)
<br />Installation
<br />This prudect shall be installed in strict coin hence with its vospefivo Product Ev I JaM1an Document (i q
<br />engineering diawing). along with all components noted therein
<br />Product components shall no of the mdonal specified in that product s feapeceve Product Evaluation
<br />Document (I.a engineering drawing)
<br />Limitations 8 Conditions of Use:
<br />Use of this product shall be in strict accordance with the respective Product Evaluation Doc nsiml (I e
<br />engineering drawing) as noted herein
<br />All supporlie hosl shucluros strait be designed to resrot all %uperhuposed Toads and shall be of a material
<br />listed in This product's respective anchor schedule. Host slrudufo conditions which are not accounted for
<br />in Ibis product's respective anchor schedule shall be designed for on a stla specific basin by a ingislefwf
<br />p,ofessronal engineer
<br />All components which are PoinianenIIY irs!aped shall be. protected against ccinDs1on. Contamination mali n enf
<br />e damage such
<br />other d 1 all Times t s a g
<br />Ttvs product has been designed for use within and outsde the High Velocity Hurricane Zone (HVHZ)
<br />Respectlillk.
<br />Frank Bennardo. IT_
<br />ENGINEERING EXPRESS'
<br />01-W46549 I ['en Au1h 9884
<br />160 SW 12'" AVENUE SUITE 106, DEERFIELD BEACH, FLoPioA 3.1442
<br />(954) 354-0660 1 (866) 396-9999
<br />TEAPIOENGINFERINGEXINESS.COM
<br />ENGINEERINGEXPRFSS.COM
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<br />INSTATION DETAILS FOR SERIES 2000 E-Z HANG STORM PANEL'(,] )
<br />INTO POURED CONCRETE, CONCRETE BLOCK AND WOQD STRUCTURES
<br />EXISTING POURED _
<br />CONCRETE OR - I; s'r tAIACON
<br />CONCRETE BLOCK %- ANCHOR O 17' U.C.
<br />REOUN2IO _ - r L
<br />1/4.0 IAPCON ` 1 - /TAXI' HEX HEAD TEK wCOD HEADER i _ •,1' "}..JtRe l' HE1 HIM TO(
<br />ANCHOM 0 12' Oc -- l-'�-,-. tCREW • 4' FROM afoufll 0 SOWW • : I"
<br />N 71 EDGE 0 /ram!] EDGE OF
<br />C' L ..
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<br />I/Iti-A.r. .f. I: 1 '1 1 AReAls 1l l..l R i� _T
<br />FA Bars x/Vq 11 it 1 I-,Zi(( 1 1- I
<br />1 u GI. - II 1" Win 1 f 1/2' f2) N/i4ORl
<br />M-SEPARIII I ' 1 1' Nin I , I
<br />EXISTING N 10 CLASS ` :1/18'r En511Nn �,•�-SEPANATIO/I - I _7/16"r
<br />C,1A55 III I ALUMINUM POT' CkSS Ir...rI TO GLASS � I ALUMINUM PIN•
<br />p 1 _i 7) RIVET
<br />B I r J -� , M•'VEl
<br />IXI ✓ _ u I U
<br />a G 19 w a .4.. _ MAx U LL 1 _. MAX
<br />a T I I PAMEI lENC7M • ii IaR « M l- I PANEL LENGTH
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<br />I C%IS11NG POURED
<br />ANCHOR • 12" l''.
<br />CONCRETE OR
<br />CONCRETE BLOCK
<br />WALL MOUNTING
<br />REOUIRED
<br />SECTION E21
<br />SCALE 3/8e1-
<br />' * MIN. PANEL LENGTIi
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. DESIGN SHALL BC 2'-B"
<br />PRESSURL RATING +/- 40.0 P.e. f. AND 6'-0' MA%
<br />PANEL LENGTH.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC
<br />DENSITY OF 0.55 OR EQUAL.
<br />0.44167 -
<br />* * * = K
<br />STATE 0
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<br />1
<br />I A"r TAPOON ANCHOR
<br />a 1i' G.C.
<br />VIA' WOnD
<br />REQUIRED
<br />WALL MQUNTING
<br />ALTERNATIVE EZ1W
<br />SCALE 3/8-1-
<br />FLORIDA BUILDING CODE Nan High Vrdoclty HurrisonR Zone
<br />24 GAGE GALVANIZED STEEL STORM PANELW
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<br />NO` CNRI1IIQ�1�La11qip CONPANr B•eeD SN Ar SORT,,
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<br />ALLOWABLE
<br />MDESIGN PRESSURES:
<br />riarr
<br />ALL AMERICAN SHUTFERS AND GLASS
<br />24ga GAI VANIZEQ STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />"
<br />'
<br />- ---
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES: S° LVIILE5
<br />M V
<br />WIDTH UNUKTTJD
<br />(PEAR TO PANEL SPAN)
<br />POSITIVE AND NEGATIVE DESIGN PRESSURESCALCULATEO
<br />FOR VSE WITH THIS SrSTEM SHALL BE DETERMINED PER
<br />SEPARATE ENGINEERING IN ACC'OROANCE WITH THE
<br />u n It
<br />C n B pp
<br />�U M
<br />TOP MOUNT (CONN- TYP
<br />TYPE AS REO'D) SECTIONS
<br />OPTIONAL /"-20 STITCH
<br />- BOLTS WITH WASHERED
<br />GOyEyON 3 CODE, pRE���RE qq��ppUUTAE•M NTS AF
<br />DETERMINED IN ACCORDANCE WITFI A>pC 7 AND CHAPTER
<br />1609 OF THE FLOWDA BUILAING C[xTE SHALL BE LESS THAN
<br />OR EQQUAL TO THE POSITIVE 0R NEGATIVE DESIGN
<br />PRESSURE CAPACTTr VALUES LISTED XEHPIN F00. AN,
<br />ASSEMBLY AS SHOWN.
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<br />OVERLAPS 6 MI DSPAN USE
<br />APPR A P OTgU TES AN TABLE)G'
<br />GENERAL NOTES:
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<br />� 8 i
<br />�i N
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<br />.TAN y)E\•/
<br />a iS
<br />C}I'
<br />< - RU.]SE
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<br />`SHALL
<br />MOUNT /H
<br />TYPE AS _ ` 1 \
<br />Tll:�_itl
<br />AT RU.391' /
<br />` 0.375"
<br />MAY BOTTOM`S-�
<br />%TYPICAL VERTICAL MOUNT ELEVATION
<br />1. RDA SPECIFICATION T N MI B DESIGNED AN ALL 1 N
<br />S Tip C-CH1 ry ® D SHALL BE FABRICATED 1
<br />ACCORDANCE YT'H THE R V REMFNTB OF F GR 1 G COD
<br />EO 1 D L DE BU HE" PER
<br />sEv6NTN BDITLON {1301i(yi rTIP LIEF trE1UE AND OUTSIDE OF THENVH2 6R
<br />ROTUCOLS, CONTRACTOR BHA" INVESTIGATE
<br />A D2CONFORM TO WCSAL BUILDING CODE AMENDMENTS WHICH MAY
<br />AANV. DESIGN CRrT(ERIA BEYOND AS STATED HEREIN MAY REQVME
<br />x00 NO 73-1/ITIONAL 9 aIHC EASE ICEFTIC NALLOWABLEGTR 5MAY BEW USED IN THE
<br />DESIGN OR T'X16 SYSTEM,
<br />RELC THE FIRGIEC7
<br />SUP! E111UCTV G WiTHNWINIiEN THIS oet 6N ibOF ORD RUSED$MAIL K RESPONSNLE
<br />FOR THE INTEGRITY OF ALL BUPI CIRTINO SURFACES TO THIS DESIGN WHICH
<br />BE COORDINATED BY THE PERMITTING CONTRACT OR,
<br />4. SEPARATE %S - I IF N N I
<br />iR` 5 K lG SeALEGE m EEF nitSHALL Iu R U VFU HId1DeA D ATE OM DA Oe 1 EElipTO M FR l nKTiON ,ORSPANSCONTAWlDI$BOTTLN4
<br />' N. T 1 pq OR(CpJN
<br />pJEi CON ACT 7H S ENGINEER F ALTERNATE SPAN CALCUUTIOIIS A5 MAY FTMR!'pU1Rl0lit
<br />SYSTEM DETAILED HOLEIN M GENERIC AND ones NOT PROVIDE
<br />'INFORMATION FOR A SPECIFIC Sr". mR SnC CONDITIONS D1F4CRENT PROM
<br />THE CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED
<br />OVIOUNCTIOARClu'rECTSN WITH His His om-ellPARE SITE , IFIC DOCUNE NTS FOR USF IN
<br />6. DESIGN PRESSURES NOTED HEREIN ARF BASED ON MAXIMUM TESTED
<br />PRESSpURESCrIIVID90 BY A 3.5 SAFETY FpAECgT'rO�RR.S
<br />In ry
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<br />0
<br />%"'REQ'D)E
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<br />1 N.T S ELEVA7NN
<br />TOP N TYPE llllM
<br />Y
<br />REQ'D°El (SPAN ABOVE
<br />STRIKTICAI)
<br />BOTTOM
<br />OI/NT
<br />tCIJNN TY
<br />A5 RI:Q'p)
<br />u�yT C1 -
<br />IO Jl t w� n -OBSTRUCTION
<br />- LOCATf MAY VAN'
<br />w - ( (%V )
<br />W L a
<br />7Wk t� TOP MOUNT
<br />(CONN TYPE
<br />/6 REQ'D)
<br />l
<br />BOTTOM MOUNT CONK
<br />( (SPAN BELOW
<br />TYPE AS PEQ'D) OBSTRUCTION)
<br />I•ANEIS MAY RE NOTCH ED TI REQUIRED, OPTIONAL-20 STITCH
<br />PROVIDED THAT CONNECTIONS AND BOLTS WIT WASHERED
<br />ANCHORS ARE USED WHICHSATISFY WINGFAIT$ FASTENED @
<br />.PANS ABOVE a BELOW OBSI RUCTION, OUEP APS 0 NDSPAN (USE
<br />APPROPRIATE SPAN TABLET
<br />0" CAµ
<br />nrHE4pId[SFPbTETiE� SriAxLL BEORA�FII rf.- L T!U W AD
<br />CORROSION -RESISTANT MATERIAL AND SHALL COMPLY WrTH "SPECIFICATIONS
<br />FOR AWNalUM STRUCTUReVSECTION 3.3 BY THE ALUMINUM ASSOCIATION,
<br />INC . S ANY APPLICABLE FEDERAL, STATE, AND/OR LOCAL CODES
<br />e All 14'. PAR Sn SHALL R! L T STFE I.0.024' L
<br />B STORM PANELS SHAH CONFORM TO TM ABM] STRDCTURAL WLITY
<br />ASTM
<br />STEEL. ALL
<br />S0. ALL ALU i S$HALLB
<br />ALUM NVMIAFI11 TRU&IONG WITH R 9606ML4J.UM ALUMINUM
<br />M L
<br />MfNUM EX ILVEION E606}76ALUMINUM ALLOY.
<br />UI TWA
<br />NOTED T M OrDAI.
<br />TOP A BOTTOM OCTANE S MAY MAY BE TNTERCHANGED AS FIR°
<br />CONDInON:J DICTATES PANELS MAYBE MWRTED VERTf(ALLY OF
<br />HO ONTALLT AS IP G
<br />J x R CANCRETF ANOIQRS f�10TE0 HEREIN SHALL SE EMBEDDED TP
<br />NON -CRACKED CONCRETE ONLY. INSTALL ALL CONCRETE Art OAS PER
<br />MARUFACtUREKS RKOMillNENDATTONS.
<br />MEMBERS FROMS61MILA0.MAT°ERIABLS To PIREE'VENT FLfTE C7kOOLNSISALL
<br />14. ENGINEER SEAL AFIREO HERETO VALIDATES STRUCTURAL DESIGN 45
<br />SHOWN ONLY. USE OE TNIs SPECIFICATION by Lx'JNTMCMft i, AL
<br />K ,e
<br />iHDCMNinES 6 SAVt'S HARMLESS IM15 ENGiMlDI FDp AI.L COST B DAMA(:
<br />INCLUICHDING LEGAL FEES a APPELLATE FEES RESULTING PROM MATERIAL
<br />f4ARECATION, SY6TE31 rALtM MR FRECTIOiI, b COt15TRVC'TION PRACTICES BEYOND rN.gT
<br />D NeVIATIONS OF THIS PIAfJLOCAI. STAiE, B FEDERAL CDnES B FROM
<br />1S. E="r ASEXR LYP ACeD11 III NO OMf AL
<br />RO INT , AD
<br />AFFIRMATIONS
<br />16. O ALTIERA M5 OR ADDITIARONS APT ER MARKI
<br />AN ALTBRATIONS.AODETTONb DROTHIS, MARKINGS TO THIS CIOCUMFNI
<br />AkE IIOT PEENtTTED AND OJVAlIOATC THIS CMTHIUTIOn.
<br />t7. PANELS 9WLLLBE PERMANWTLY LABELED WITH A MINIMUM OF (L)IABEI
<br />EP EVERY 10 FeET, CONTAINING THE FOLLOWING INFORMATION'
<br />ALL AMF0.ICAIJ SHUTTERS AND GLASS
<br />WEST PALM BEACH, FL
<br />TAS 201. Tq5 202 ATAs 203
<br />\ FLORIDA PRObIN:T A74$R OVAL NUMBER
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<br />SPAN. SCHEME IS ACCEP
<br />TABLE BlE FOR USE WITH
<br />POSITIVE LOADS LESS THAN OR EQUAL TO
<br />NC-GATIV1yE DESIGN LOADS.
<br />2. 'PANEL FASTENERS' ARE STVDS USED IN
<br />CDNNNCTION WITH ALL MOUNTING EXTRUSIONS
<br />(•I•-TRKR, SIVDDeO ANGLE. ETC.). USE 6.29"
<br />0 C. PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL'H'- AND "V'-MEADERS (INCLUDING BUILD OUT
<br />CONDITIONS)
<br />3 LINEAR INtERVOLATION SETINKN LOADS LS
<br />ACCEPTABLE, OTHERWISE VSF. NEXT HIGHER LOAD.
<br />N SPAN its N A T 1. ENTER s SCHEDULE I POSITIVE THE DESIGN LOAD O DETERMINE
<br />MINIMUM 4LOWABLE SEPARATION FROM THE OPENING TO BE PROTECTED
<br />2SCHEDULE IS REQUIRED OR USE WITH POSITIVE VF LOAM ONLY
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE. OTHERWISE IISE NEXT HIGHER
<br />LOAD
<br />M. FOR INSTALLATIONS OUTSIDE OF THE HVHZ AND OUTSIDE OF ESSENTIAL
<br />FACII.TTIF5 IN ASTM WIND ZONES 1 THROUGH 3. THE GLASS SEPARATION
<br />SCHTDULE IS NOT REQUIRE AND NO MtNIMUM SEPARATION FROM THE
<br />PROTP:LTED OF
<br />IS R UIaEO.
<br />et'tlK,M54w kAi 4al9
<br />MINIMUM ALLOWABLE SPAN SCHEDULE;,
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<br />ANCHOR NOTES:
<br />S
<br />i ANCHOR SCHEDULE ,APPLIES TD ALL PP0DUCTS CERTIME0 HEREIN, BUT ONLY PROVIGES
<br />MAXIMUM ALLOWABLE ANCHOR SPACING MAXIMUM ALLOWABLE SPANS AND PRESSURES IND
<br />ICATED
<br />SPAN SCHEDULE SCHENItE APPLY.
<br />2 ENTE0. ANpiOR S(pfF[]A4EG ON PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />Z
<br />MATERIAL, B ANCHOR TYPE 5EI.ECr DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN
<br />LOAD ON SHUTTER ANO SELECT SPAN GREATER ThAN OR EQUAL TO SHUTTFR SPAN.SELET
<br />C NELTION TYPE BASED ON APPROPRIATE NTING CYMEIII ( (SEE 1 AI qe E ONN E MOIL ! JF!MOUNT LNG DET ..LS ON
<br />SHEET x FOA IDENTIFICATION OF CONNECT ION TYPE)
<br />1 `PANEL FASTENERS ARE STUDS USED IN OONIUNCTION WITH ALL MOUNTING EXTRUSIONS
<br />I'F'-tRACX. STUDDED ANGLE, LTC I USE 6 25' O.0 PANEL FASTENER SPACING TABLE VALUES FOR
<br />ALL "H AND "W-HEADERS (INCLUDING eUfLOOUT CONDITIONS)
<br />4 ANCHORS SHALL BE INSTALLEDIN AOCDRDAMCE WIT H MANUFACTU REPS' RECOMM FDATIOLS
<br />5HOLLOW BLOCK CK HOST STRUr
<br />T LIRE SCONFORM TO ASTMBLOC
<br />K.
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<br />FINISHES WALL FINISHES SHALL HE UMIT ED TO 1/4' MAN OR SMALL Be VERIFIED BY OTHERS TO
<br />ADEQUATELY TPANSPERLOAOS tO HOSTSTRUCTURE
<br />e. ONC RETE ANO-CPS NCM ED HEREIN SHALL BE EMBEDDED TO ON CRACKED CONCRETE ONLY
<br />91 WHERE EXISTING STRUCTURE IS WOOD FRAMING, EYISTING CONDITIONS MAY VARY, FIELD
<br />VERIFY THAT FASTEN RSA E NT A ATE WOOD ING M PLYWOOD. F F R 1 D PRAM MEMBERS, NOT PL WOOD FASTENING
<br />DEQU
<br />TO PLYWOOD 15 ACCEPTABLE ONLY FOR 510E CLOSURE PIECES.
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<br />FRAMING). WOW STUD SWILL BE •• ,OUrHERN PINE" G•055 OR GREATER DENSITY. LAG SCREW
<br />SHALL HAVE PMI.LTPS PAN HEAD OR HEX HEAD.
<br />HAVE
<br />RE ASU ANCHORS ARE DEWAL PANELMATE A •PO 4 MOV T LL MTs SOLlb LR a BRA55 BU'3F1LNG
<br />12 MACHINE' NE ALL HAVE ' MINIMUM ENGAG P H 5 WS SETA lJ°z EMENTO THREADS INTO ERASE
<br />ANCHOR AND MAY HAVE ETTIIEP A PAN HEAD, TRUSS HEAD OR WAFER HEAD (SIDEWALK BOLT) U NO
<br />t3. FIENT' MEMBC-0MENT ANU EDGE DISTANCE FNCLU0�65PJCCO OR OTHER WALL FINISHES.
<br />14. DESIGNAtES ANCHOR CONDITIONS WHICH ARE WIT ACCEPTABLE USES.
<br />15 TIC OIRECT MOUNTING CONDITIOILA
<br />L6 UNEAR INTERPOLATION L5 NOT PERMITTED FOR DEC WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SKEF
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<br />SH 1.5.
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