P-Mliff/118 ANCHORS
<br />(SEE SECTION EV 'i, ALTERNAIRIE EZIW ON 58EV 15)
<br />I: MN`x`:_ -,3- MIT.
<br />ION
<br />NOTE
<br />1,)(SEC NOTE 2) (Rel 2)
<br />Pop
<br />1 /2' 0 i
<br />A, 2 PER:
<br />INANEL
<br />0
<br />S (INTER" PANEI.) I RJOR PANEL) OR PANEt) tIEND PAINEL) PAN),
<br />SEE NOTIFT55 2. 3, 4 SEE ?40" 2. 3. 4
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<br />I I i � PAMEM "If G N f
<br />'A o&, to se- T
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<br />;IIJ �!Z'T)N EZI AT AT'i eNF tW El"', ON SIHILET 111)
<br />+E Z I 18.
<br />EZIW/18
<br />TYPICAL ELEVATION FOR SERIES 2000 E-Z HANG STORM PANEL(j)SYSTEM (t)
<br />SCALE: 3/32"� 1
<br />I I _ raft. P�Ap
<br />SECTION A -A
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<br />EN
<br />.44167
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<br />ENGINEERINr. ExPREss'
<br />PRoour-T EVALUATION REPORT
<br />September 15 2020
<br />Applicistion Number j7e6Q. I R2
<br />EX Project Numbet 20-31543
<br />Product MainufactufEn All American Shutters and Gliss
<br />Manufachria, Adch.ss 1540 Conna Road
<br />West Palm Bench Fl. 33,409
<br />Product Name & Descf1pLon 24ga Galvanized Steel Storm Parrest,
<br />Large MEssalu Impact Resistant
<br />Scope of Evaluation:
<br />This Product Evaluation Report is being issued in accordance with the requiremurche of the FlotEda
<br />Department of Busuressi and Professional Regulation (Florida Builclarg Continuation) Rule Chaplet
<br />61=3 005. F A C for 3talewicle acceptance per Method I(d) The product noted above has been
<br />tested an(vor evaluated as staternarized berein to show compliance with the Florida Building Code
<br />Seventh Edition (2020) and If.. for tire purpose Intendiscil, at latest equivalent to that required by the Code
<br />RIN."Patlotion of this product shall be required fallowerig porlmoill Florida Erkakfing Code rauditi"tions ITT
<br />revisions
<br />Substantiating Data:
<br />& V&I ON DOCUMENT3
<br />-24ga Galvanized Steel Slum, Pan.1s dIVHZ & Non HVHZ) %beer. 1 5
<br />pf.pa,ed by Engineering Express, signed & soared fly Fiscal, Bernard. P E Lq arimlegial pelf of lists
<br />Evaluabon Report
<br />Uo'j:lmTEST REPORT$
<br />�ta!!L SftUCtUrFII performance has been tested in accordance with TAS 202 test standards per test
<br />repents) ;11BTASG- 17-001 by Blackwater Testing Inc
<br />Large missile impact resistance and cyclic loading performance hoc bears tested in accordance with TAS
<br />201 and TAS 203 test standreds per test report(%) #8T.ASG 17-001 by Blackwolef Testing. Inc
<br />.E.* NGIn! Vll�n !:��=NS
<br />CI which Ell the product based on
<br />comparative and/or rationsis analysis to quality the followurV cluilign cistiffliff
<br />I Maximum Allowable Spans
<br />2 Minerstrof Allowable Span
<br />3 Minimum Glass Separation
<br />4 Anchor Spacing
<br />16U SW 12'" AVE04VE SUITE 106, DEhAFIELD BEALH, FiopiciA 31442
<br />(954) 354-0660 1 (866) 396-9999
<br />TPA 4 DIENCtNIFAINUEXPRESSICOM
<br />com
<br />I* 11LLOTO VIC INSIALLED AT EACH OPENING SKA1.1_ ALWAYS RE
<br />PROVIDED Wk RDA HANDLE TO FACILITATE iNSTALIATION IF iNTENDED
<br />TO BE INST LED FROM INSIDE OF STRUCTURE. I
<br />E-Z HANG STORM PANEL SYSTEM
<br />i9w., W.-I r. Hl�=Ll TRACICS TOP fir OOTMM
<br />:.1). END PANELS SHALL jWr .11E CONALECTED TO BOTTOM TRACK
<br />OTHMME A STOP L BE PROADIM AT TOP OF SUCli
<br />PANELS.
<br />�1) IP END PANELS ARE CONNECTED To earrom Tivictst, Cowcrsor,
<br />SHALL C014SIST OF 1/4'0-20.3/4' BLS. W/ 7/6"Mx3/32' WINC
<br />W OR 1/4s.3/4* Win THUMGSMW 1910 TAPPED BOTTOM
<br />MACK, LOCATION OF FASTENERS MAY BE AT OTHER OF TWO
<br />EXTERIOR FLAT FLANGES Of END PANEL.
<br />�4) IN CAW THAI END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK ((I.. A STOP BAR IS ONRY USED AT TOP) AT LEAST TWO
<br />PANELS SHALL BE CONNECTED TO BOTTOM TRACX USING SPECS
<br />INDICATED ON NOTE (3) ABOVE. IN SUCH CASE, CONNECTION OF
<br />PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION
<br />t !NSTALLATIONS ONLY vAliD vrp vw,�
<br />UP TO l7a
<br />21 WE G&VANIZED STER STORM PANEL
<br />GAG
<br />GLOBAL PROTECTION PRODUCTS. LLC.1
<br />IfIrd S.W. �l
<br />FBI-
<br />20-175
<br />IRS
<br />"F N�GINEE RING
<br />t Page 2 Of 2
<br />All American `�hutters find Glass - 24ga Gak anized Sted %,nm Panel%
<br />No 33% increase in affowattle Stress has beers used in the design of thin product.
<br />Separation train gle2ing I% not Inquired for Installations outside at wind zone 4 and essential facilities
<br />Impact Resistance:
<br />Large Impact Resistance has been deasunsholoclas Evidenced In previously Wild I"I report(%). and is
<br />accounted for in the engineering design of this product
<br />Wind Load Resistance
<br />Thm ptotiuct hai bern designed to resist wind loads as indicated in the span schedule(s) on the
<br />Piciduct Evaluation DmUmont if a engineering drawing)
<br />Installation
<br />This product shall be installed in strict compliance with its respective Product Evaluation Document (I a
<br />engineering drawing) along with all components noted thatelis
<br />Product components shall be of the material Specified in that product s respective Product Evaluation
<br />Doonnorif (I a enomenting drawing)
<br />Limitations & Conditions of Use:
<br />Use of this Product shall be in sitic-A accoclariuv witti tire itispective Product Evaluation Docurrient (1 0
<br />engineering dirawerig) as noted herein
<br />All supporting hear Structures shelf he designed to rental all superimposed loads and shall be of a material
<br />:Puled in this Or Oduct's respective anchor schedule Host structure coricistion6which are net accounted tot
<br />In ties Product 6 lospective anchor schedule shall be designed lot on a site Specific basis by a registered
<br />professional engineer
<br />All components which Are permanently installed %hall be protected against corrosion, contamination, and
<br />other such damage at all tImsd%
<br />This product has been designed top rise within and otilside The High Velocity Hurricane Zone 4HVHZ)
<br />Respectlitiliv.
<br />i ' jilk lionlardiss. PL,
<br />ENGINEERINa ExPREss4I
<br />AIR)040549iCen Auilf, 9885
<br />160 Still 1211 Avilhult SUITE 106. Deartlitti.0 BEACH, FLORIDA 33442
<br />(954) 334-0660 1 (666) 396-9999
<br />TiAMOEHISINVIRtNaEN0110111S. CON
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<br />I -I- I MAIXIIII-A IIIAI.. NETil ION
<br />INSTALLATION DEIAILS FOR SERIES 2000 E-Z HANG STORM IPANELJ.�
<br />INTO POURED CONCRETE, CONMIL-21M. ANDY000 ST UCTVff,$
<br />VK E U
<br />OIZIRE'T17000AN 4,0 TAPOON
<br />CONCRETE BLOCK ANCHOR 0 12, D.C.
<br />RLOUHREO,
<br />j
<br />1/4'. TAPICON 114.1* NEX HEAD TEK *DOD HCA011F J14.1* MIEK SEAD TEX
<br />FROM SCREW 0 A/., FROM
<br />AMC SCREW 0 4 Rro"Rry
<br />MOR OC,
<br />EDGE OF' EDGE OF
<br />09
<br />1/2
<br />AT IT I
<br />MIN 1/ 2' FIRAL
<br />4
<br />IESEPARANON-
<br />EX ST1,49_11 GLA E IS -SEPARATION A/Ir.
<br />it To 55
<br />.�V,NLQ Me to CIASS ALUAIINU POP
<br />r L= GLAS"t'-f Rivic,
<br />IT
<br />6,-0* O'_O
<br />MAX S VAX
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<br />.14r* :t--SEPARAT)ON c .,WMREW 50
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<br />1 4`01 TAPCORI ANCHOR
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<br />1/4-0 TAPCON EXTSIT 2*.41 WOOD
<br />ANC14OR 0 17, 0 C CVrsn;WouBEO
<br />Re OR FLAT E
<br />M BLOCK REEPLARCE)
<br />CONCRETE
<br />ENDURED
<br />WALL MOUNTING WALL M9AINIM
<br />SECTION EZI RNATIVE EZIW
<br />ScAtE 3/8-1., SCALE 3/6-1-
<br />FLORIDA BUILDING CODE (Won 111119IN velocity Hu One ZoPM)l
<br />EL LENGTH
<br />MIN. o.441 T&MM M 24 GAGE GALVANIZED STEEL STORM PANEL
<br />I INSTALLATION ARE ONLY VALID FOR kw- A'S D SHALL BE 2 -6* IN
<br />PIESIGN
<br />PRESSURE RATING +/- 40.0 Ps f AND 6 -0 MAX STAn 0
<br />PANEL LENGTH. I I L E C 0 1 it c GLOBAL PROTECTION PRODUCTS. LLC. MET,
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 4mv � SIR I s�,
<br />awc SS".
<br />MEMBERS 10 BE SOUTHIERN ;IMF, No 2, W1 SPECIFIC WR FIT' 20-1175
<br />DENSITY OF 0 55 OR EQUAL
<br />A. Rw L
<br />F1,01.1,64 UF A 87 $am ITE (IF is
<br />ALL AMERICAN SHUFFERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)
<br />YVIDTH UNLIMITED
<br />PAN
<br />(PERR TO PANEL S
<br />TOP MOLINT (CONN- TIP.
<br />TYPE AS RLQ D)
<br />UOPTIONAL A`-20 STITCH
<br />BOLTS WrT H WASH ERED
<br />WINICNUTS FASTENED
<br />OVERLAPS 0 MIDSPANO(US�E
<br />""'e"
<br />T
<br />:MN IS
<br />ER,
<br />M
<br />APPROPRIATE SPAN TABLE)
<br />PLAN
<br />PLAN I..
<br />Tj
<br />010TTOM MOUNT
<br />ICCINN TYPE AIJ
<br />RI!Q-D�
<br />N'Pto'"l-
<br />M BE AT 7611" _1
<br />Aleo,rom ---
<br />TYPICAL VER I ICAL MOUNT ELEVATION
<br />N T S ELEVAIT014
<br />rap MOUNT ILTHAK
<br />CC TYPF� (SPAN "ME
<br />AS RtqD) .0851"ItUrTION)
<br />BOTTOM
<br />qMOUNT
<br />CYNN TYPE
<br />AS RE(TD)
<br />(LCCAFTON MAY VARY)
<br />TOP MOUNT
<br />(CONN TYPE
<br />As�REQIY)
<br />BOT TOM MCHUNII (CONN-/
<br />rNFE AS Req.D) (SPAN BELOW
<br />OPIE3TRUCTEON)
<br />PANELS MAY Be V40TCH ED AS REQUIi-F-D OPTIONAL Y4'-10 STITCH
<br />PROV M THAT CONNECTIONS AND BOLTS WITH WASHERED
<br />U� VJINGNUTS FASTENED 6
<br />ANCHORS, ARE 'to wHA;H SATISFY OVFFZLAPS 9 K DSPAN (USf`
<br />SPANS ABOVE IS BELOW OBSTRUCTION , APPROPRIATE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />(NOTCHED PANELS)
<br />11 1 1 ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATION SCHEDULE:
<br />�4 �,AUGF PANELS
<br />MOIRMUIA STORM PAPILL
<br />% I-ARANON I ROM
<br />I"Wit, WIND 20104 4 IS ES%tNTlAt fAro ir7f s)
<br />-
<br />W
<br />DISPIRIT A,U__GW_A,1_kU
<br />IN%1AUAlONS ti'M
<br />NSIAj fA rKUNq,,;R[ATr�f
<br />SPAN 11 .1.1
<br />niAN 0ASOVE k5fukUk
<br />I MAN 90, ABUn G.Au
<br />606'.
<br />2 16 P.
<br />2_16 is,
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<br />135 Us
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<br />SPAN SCHEDULE NOTES:
<br />1, ENTER SPAN SCHEDULES WITH NEGATIVE
<br />DESIGN LOAD 9 PANEL FASTENER SPACING TO
<br />DETERMINE MAXIMUM ALLOWABLE STORM RANK
<br />SPAN. SCHEDULE IS ACCEPTABLE FDA USE WJITH,
<br />POSITIVE LOADS LESS THAN OR eQQA1. TO
<br />NEGATIVE DESIGN LOADS,
<br />2 "PANEL FASTENERS' ARE STUDS USED IN
<br />CONJUNMON WITH ALL MOUNTING "TRWONS
<br />I �V TRACK, STUDDED ANGLE ETC) USE 6 25
<br />0 C PANeL FASTENER SPACING TABLE VALlUES
<br />ALL H` AND'U*-HEADERS (INCLUDING PT I.=
<br />FOND] 'ICYNS)
<br />3 LINEAR INTERPOLATION BETWEEN LOADS Is
<br />ACCCIPTABLE. OTHERWISE USE NEXT HIGHER 10413
<br />M�NJMENTFA SPAN '-< Eilol.li.F W1rTT POSITIVE DESILIN LOAD TO GRE.TERMINIE
<br />UM ALLOWABLE SEPARATTLOPI FROM THE OPE14ING TO BE INICITIEC TED
<br />W. SCHEDULE IS
<br />REQUIRED FOR USE WITH POSITIVE LOADS ONLY
<br />INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER
<br />LOAD -
<br />3 FOR INSTALLAVIONS, OUTSIDE OF THE HVEIZ AND OUTSIDE OF ESSENTIAL
<br />FACILITNES IN ASTM WIND ZONES I THROUGH 3, THE GLASS SEPARATION
<br />SCH�NLECIS 01,01TIREQU=ND NO MINIMMM SEPARATION FROM THE
<br />PRO OP 4 Ill IS RED
<br />FRANK
<br />0141'.
<br />MAXIMUM ALLOWABLE
<br />silgill,
<br />1W
<br />DFSTGN PRFSSURFS:
<br />10:54
<br />11 001
<br />1,
<br />Fwl, NOTED IN DESIGNI
<br />DESIGN NOTFS: I 5CHEDULES
<br />POSITM AND NEGATIVE DESIGN PRESSURES CALCULATED
<br />USE H T IS SISTEM HALL BE DETERMINED PER
<br />S E E G INEERING IN ACCO BICE VVITH THE
<br />ERPGNG I E IREMENTS AS
<br />I
<br />RMI I
<br />COESSURE
<br />NY A MANDE I H , 2 AND 04AP
<br />16M OF THE OPJOA BUILDING OF 9 ALL BE LESSWAM
<br />erg
<br />UAL TO E POS Ik N ATIVE DESIGN
<br />01, UR RVISOLPISIT
<br />PRO E CAP.CIT,
<br />P. � - I
<br />Ill DHEWN FOR AN'
<br />ASSEMBLY AS SHOWN
<br />GENERAL NOTES:
<br />01.
<br />J. rHLP1PECIFl<ArfON HA_- BEEN DESIGNED AND SHXLLBE %BRICATED IN
<br />-, THE --C
<br />ACCOKIIANfEWITH III G CODE
<br />0.
<br />SENTON7111 EDITION N)E AND OUTSTO OFNNE HVHZ, Peg
<br />'00
<br />L�i$
<br />J20%
<br />TA1,20LIVIAND IIIIES11ROICCOUS.CONTRACTOR HALLINVESTIGAT!
<br />AND darDEM To ALL kL..LDMG CODE AMENDMENTS WHICH MAY
<br />APPLY. DESIGN CRITERIA 91YON 0 AS STATED Htliffol MAY RICRTIFTE
<br />ADDITIONAL SITE-SPErIFIC -0 ENGINCERINC,
<br />2 NO 33�1/3k% INCREASE IN ALLOWABLE "TIUSS, Has BEEN UGSU IN THE
<br />DF&I OFTHISSYSI".
<br />`*
<br />3 Y-19 ARCHITECTIENGINEER OF RECORD FOR THE PA03trT
<br />56F ASTILUCIII REWITH WHICH THIS DPIQN IS USEDSMALL BE RESPONSIBLE
<br />FOR THE INTEGRITY OF ALL SUPPORTING 1JRFACES TO THIS DESIGN WHICH
<br />SEAUL BE COORDINATED BYT" E PERNn77NG coNTAAcirctit,
<br />4 SePARAT ENGINEERING SHALL BE RqUIRRO ITT
<br />TO
<br />ORDER D6TVFiATE FROM LOA I, AN It
<br />H E A F I IT. C C J N 7 A r T T H I S E N G I I �E F% DF eOFRL IcTREO"N J AT ED n PSAP f I CIA LT, NZAARe, D, A 6
<br />HAY 81 'EM9M.
<br />�2
<br />5 "1 De"AffLED HEREIN IS GENERIC AND OCES Ron PROVIDe
<br />I"FORN&TI NPICAASPECIFICSITt FCR Sat CONDMONS OtpeeftflITFROM
<br />rION
<br />THICC11010 SDETALLLDHLPEIK,ALICENSIOENGINDERORKEGMTERED
<br />LUI 1 2 r,
<br />AR1PItiICTSH,,LLP STAFF SITE S�ECIFIC DOCUMENTS FOR USE IN
<br />CORLUIC
<br />�FJTUN lym, His DOCUMeNt
<br />0 RRESSURESNUTED HEREINARE BAWDON MAXIMUM TESTED
<br />P4A,,rGN
<br />RIE, DIVIDED BY A Tf FACT
<br />bAll 0 01 4RIMSAI! GRADE S UNLESS NOTED
<br />rr Ea�ltrs'rA."I'AST"EN'EIOS'SMALLSECADMIUI.�fUIT CLYM.-EFloill
<br />r -E
<br />I, ECIFII
<br />CO tROSION-RESISTANT 14ATERIAL ANDSHI
<br />W,
<br />ED 'IFIN
<br />AWN94UM STIOLIMAEV BECTION 1.3 BY THE ALUM NUMASSOCIA
<br />&ANY APPLICABLE FEDERAL., STATIISNI A.� I
<br />AU. -APT PANELS SMALL 5 IT 14.A G
<br />2 STORM PANELS SHALL CON FORM TO 4STIA A632 STRIJURTRAL-QUALItV
<br />STIT CA00okLVAN=I)COAnt4GWIIMAMIN��UM�V.46.IKSI
<br />L��
<br />20. ALUMINUM EXTRUSIONS SMA" 09 6UG3-T6 ALUMINUM ALLOY,
<br />UNLESS MOM Onli I WISE.
<br />12 TOPS110TIUMO A1UfiSE0WNMANRE1N1fKEANG1!uASF1I!Lc,
<br />""
<br />A BE N OUNTED VERTICALLV 04
<br />_j
<br />,',00r',OT'A'LL"I'A','A',�LI'ML.'
<br />IZHI. CONCRETE 6 CHOPS NOTED HEREIN �HXT�Sfi EMBEDUILD rci
<br />-A
<br />NO CRACKED<ONCItE1E ONLY, INSTALL ALL(ONCKETEANCHOKS PER
<br />NAN UFACTURekS RECOMMENCTATION6 To
<br />I a, Till r ONTA
<br />INSLILAn OR
<br />R is Kato P151 PROTLcT A.
<br />MEMBERS FROM DUEMILAR MATERIALS TO PREVENT ELECIROLV919
<br />24, ENGINEER SEAL AFFIXED HERETO VALIDATES STRQAAL DESIGN
<br />SHOWN ONLY, USE Of THIS SPIECTFICATION BY r.Cj TRA
<br />Is
<br />'A
<br />111DEMMIMFES 5. SAVES HARMLESS THIS VGINEERNFTO! X. Cost, 3.1 1='
<br />NCLUCLING LEGAL FEES &APPELWE FE . RESULTING FROM N A: -
<br />FABRICATION, 911�" IFIECTION, & CONSTRUCTION PRACTICES IN! 'ON D 111.10
<br />wit". LECIUED FOR .1 LOCAL, STATE. s FEDERAL Co.n a FBO.
<br />NS OF TELLS PLAN
<br />DEVI*O?e
<br />if
<br />Ij IT AS EPRMSL PROVIDE ME11I,,N1 A0DrrTe5NAL
<br />COATIFICATIONS OR AFF ATIONS A RE N`E
<br />IBM D
<br />It. ALTERATIONS, AID ""ONS OR or"
<br />ARE NOT
<br />PERMITTED A WITATIE THIS CtFor2FICATION
<br />PANELS SHALL SENP'ERMMAN PETTILY LASELRD'WITH AMIN LM OF(I)LA91t
<br />........... . ..
<br />ORIDAPRODUCTAPPACIVAL
<br />20-31.543
<br />VISIT ECALCACIIS1643 IN PAGE IT �..
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<br />ANCHOR NOTES:
<br />I TiFICHOR SCHEDULE APPLIES To ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES
<br />MAXIMUM ALLOWABLE ANCHORSPACING MA?UMQM ALLOWASUE SPANS AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SKALL APPLY,
<br />EINTEAL ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING, THE EYISTING 57RUCMRE
<br />MATE RIN- A ANCICR TYPE SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OP. EQUAL TO SHUTTER 5-PAN.$kLe'l
<br />CONNECTION TYPE EASED ON APPROPRIATE MOUNTING OCINDIFTION (SEE MOUNTING DETAILS ON
<br />SHEE� 2 FOR IDENTI FICAFION OF CONNEC1 ION 7YPE),
<br />I PANEL FASTENERS" ARE STUDS USED IN CONJUNLTION WITH ALL MOUNTING EMUSIONS
<br />('B�TRACK, SIUCIVED ANGLE. LrC I USE A 75" O.0 PANEL PAXIVNLK TABLE VALUE5 VUH
<br />ALL'14"- AND 'U'-HEADEPS (INCLUDING SUILDOLFT CONDITIONS)
<br />4 ANCIEPORS, SHALL. BE INSTALLED IN ACCORDANCE WITH MANUPAL-rIJP.ERS'kECOMMENCIA*rtONF.
<br />S� HOLLOW DILOCK HOST STRUCTURE SMLL CONFORM TO A57,M C90 INLOCK.
<br />6 MINIMUM EMBEDMENT SHALL OF AS NOTED IN ANCHOR SCHEDULE
<br />MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES SILK03, FOAM, BRICK, AND OTHER WALL
<br />FINIS14ES WALL FINISH eS SHALL BE LJMII LID TO L/4" MAVOR SHALL Of VERIFIED By OTHERS TO
<br />ADEQUATELY TRANSFER LOADS TO HOST STRUCrURE
<br />6. CONCRETE ANCHORS, NOTED HEREIN SHALL BE EMBEDDED TO UN,CRAC0D CONCRETF. ONLY
<br />G WHE RE EXISTING S FRUCTURE LET WOOD FRAMING, EXIST] NG CONDMONS MAY VARY. FULD
<br />VeFury THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING ME MBERS, NOT PLYWOOD. PAISTEIIIING
<br />TO PLYWOOD 15 ACCEPTABLE ONLY FOR SIDE CLOSURE PIECEE,
<br />to WHERE ANCHORS FASTER TO NARROW FACE OF SILO FRAMING. FAsrecim SHALL DELOcATED IN
<br />CENTER OF NOMINAL 2" X 4' (MIN�s WOOO STUD (Y," EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />F"AMING) 0000 SIG CISHALLSE "SO1JTHERNI`JNE'G-O 55 ORGREATER DENSITY, LAG SCREW
<br />SHALL 14AVE PHILLIPS PAN 14PAD OR HEX HEAD,
<br />I I REMOVABLE ANCHORS ARE OJEWALT PANELMATE, ALL -POINTS SCLID�SET 11, BRAS5 BUSHING
<br />12 MACHINE SCREVES SHAL-L HAVE Ill- MINIMUM ENGAGEMENT Of THREADS INTOTHE BASE
<br />ANCHOR AND MAN HAVE EITHER A PAN H Aali TRUSSIHIMA� OR WAFER HEAD (SIDEWALK BCILT) U N.0
<br />11, C�
<br />MINIMUM EMBEDMENT AND EDGE IST Nce 0 'LU G STI)COO Oft OTHER WALLFINISHES
<br />14, M DEEIGNAtES ANCHOR CDNDtT1ONS WHICH ARE NOT ACCEPTABLE USES
<br />is * DIRECT MOUNTING CONDITIONS
<br />tE LINEAR INTERPOLATION IS NiCs"PERMITTED FOR USE WITH THE ANCHOR GCHEDULES LISTED TIN
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