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<br />ENGINEERING
<br />ENOINEERINO EXPREB■®
<br />PRODUCT EVALUATION REPORT
<br />890oftw 15, 2020
<br />EX Pmjod AbR+be .. R2
<br />Product M anubdursr: AN Amakasl Shutters and Ores
<br />Mwwh dww Ad*sas: 1540 ODnrs Rood
<br />VVea Pain 8, A, FL 33409
<br />Product Now 6 Ossaiption: 241 clatsarized 8" Sbm1 PaneIs
<br />Large MIsaN Impact Reslatea
<br />Scope Of Evaluation:
<br />This Pro" EvNwtlon Repot is b•1++8 Issued in accordance with the ngWranaae of der Fbdda
<br />DepaMant of Busters lNM PmbnWW Regulation Tbrids Witt% ConBntstl°n) RUN Chapter
<br />61020-3.005, F.A.C., for Statewide socepts- per Method 1(Ip. The product Noted above has been
<br />Red. mWor avapated as murdom dzed Wren to Maw compkna with USE Florida Building Coda
<br />Severb Edition (L020) and Is, for the purpose MNrded, at Nat equival a b Mat roquked by the Code.
<br />Re-evaweDn of this product ahW be nipuied bNowMB poNnent Florida BuNdkp Code m°dkaeona or
<br />revmm.
<br />Subsatlttlating Data:
<br />EX &awing #20.31543 MW 24ga Garadaed Site Berm Panab 01V9 8 Nor4NNZ)', shemb 14,
<br />by Enigilrowft YrLMWIE sWad a "dad by Frank B•n ard°, P.E. is an I*pan aMIs
<br />Evokogm Report.
<br />•T1y�T �ra�a0111IM
<br />UrNarn aWo structural pwbnnaros has been Umbd In accordance with TAB 202 pit aadarde W Ma
<br />repont(s) BBT,ASG-17-001 by Bladaraer T&WIM. Inc
<br />Lsrw Rr 1 0 krpac resNWua and wdc Nwrw PabnTwm fae borer bdod b 000mana with vas
<br />201 and TAS 203 tea atwxWds W fast rapovUs) 8BT-ASG-17-001 by BNdwmdw T*@*W tie.
<br />Struck" wVk+ wft cdcuietions have been prepared which evedum a the prodod based on
<br />compere6w andror rational enayals to gwiy the bkwing deep aNaN:
<br />1. MaXknnum AYaNaW Si ens
<br />2. Minlmnn ANowsble Spas
<br />3. Midmum ONss S"wedon
<br />4. Anchor 8pedtg
<br />160 SW 121- AVENUE SUITE 106, DeeRFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM *ENGINEIRINGEX►RESS.COM
<br />E NGtNEEa3NOExFmtSS.CON
<br />MAX
<br />PANEL LENGTH
<br />r 1 a +/- 40.0 "1.
<br />s LAST PANEL() TO BE INSTALLED AT EACH OPENING SWILL ALWAYS BE
<br />PROVIDED W// REM FIANof TO FACI.RATE IiSd11ATgN G INTENDED
<br />TO BE ,NSTALLED FROM INSIDE OF STRUCTURE.
<br />NOTES:
<br />-Z HMG. STORM PANEL SYSTEM
<br />Of + CetLl. TRACKS TOP a BOTTOM.
<br />(2). END PANELS SHALL ALV 8E CO NNECIED TO BOTTOM TRACK
<br />OTHERWISE A STOP 8M SNKL PN0A4DED AT TOP OF SUCH
<br />PANELS.
<br />(3). N END PANELS ARE CONNECTED TO ATOM TRACK. CONNECTION
<br />SMALL CONSLST OF 1/4"41-20113/4' M.S. W/ 7/6'rA3/32- WING
<br />NUT OR 1/4'0A3/4' Mm. THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK. LOCATION OF FASTENERS MAY BE AT OTHER OF TWO
<br />EXTERIOR FLAT nA4GES OF ENO PANEL
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (i.e. A STOP BAR 5 ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SFNU. BE CONNECTED To BOTTOM TRACK USING SPECS
<br />INDICATED ON ROTE (3) ABOY_ IN SUCH CASE. CONNECTION OF
<br />PANELS TO BOTTOM TRACK MAY OCCUR AT ANY PANEL LOCATION.
<br />t INSTALLATIONS ONLY VAI.D FOR WIND
<br />SPEED UP TO 170 m.p.h.
<br />ENGINEERING
<br />Page 2 of 2
<br />All AmencaD Shutters and Glass - 24ga Galvanized Ste7d Storm Panda
<br />No 33% Increase In aloweW stases has been used In the deWan of 1h11; product
<br />Swerimbn Nom 0azhp to not mquuM For Installations outside of wind zone 4 and asesrlle 1 111* .
<br />It Pset Resftftnee.
<br />Large Impact RoWde nee has been dom nW*ed as evidenced In presiousy kled NO repon(s), aW Is
<br />accord for M the en+pi mseft deep of this product.
<br />Wind Load ROSISMIPCO
<br />This p loducl has been deepned to resist wind loads as Indicated In ONE spec admick") On the
<br />rewoolive Product EvaMstlon Maw" 0.e. enpisaft drawing).
<br />Installation
<br />This product shed be kaU W in Oft compaarm with Its mweetm Product EVNuWOn Dolwnara 0.e.
<br />enpiseri g drowi g). abrp with el aomp°ner s noted therNn.
<br />Product c•rl"n•rds sha8 be Of 11he rraW W •P•ooM in that proolu is respedve Product E'vahmadon
<br />Do urnud 0.9. engkaerklp drawip).
<br />Lknialtions 6 cont>tit/om of user:
<br />U w a WIs product sWN be In add accordance with to raspedMe Product Evauellon Dominant 0.e.
<br />monn•+I+B ) a• noted haven.
<br />M wupp° ft hat structures eau be designed to mist ate suparknposed bads wed shad be of a maWal
<br />kW in 56 product's respedh a anchor schedule. flat structure oDrddDns which we not exoOded for
<br />in this product's rsapeclive anchor edsdais shW be designed for on a site4lpedtic (Nate by a r od-W
<br />prcieesioHna engineer.
<br />AN OompaarlN whidu am permeneay Installed and be protected egakM caroNon, ardaminatbN. W
<br />other aril darage a W Wanes.
<br />This product has been designed for use WBhb and °Waits to High Veto* H unks a Zane R'NFit).
<br />RespeefMUy.
<br />9E
<br />bz_
<br />7
<br />Frank Bennado, PE
<br />ENON IFERM OFAMEE
<br />NPE0046S49ICat Auth.9885
<br />160 SW 121" AVENUE SUITE 106, DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1 (866) 3%-9999
<br />TEAM* ENG INEERINGE XPREss. CON
<br />ENGINEERINGEXPRESS.COM
<br />a pFJ1R xY1 M.�M
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<br />M1.
<br />INSTALLATION DETAILS FOR SERIES
<br />INTO POURED CONCRETE. CONCRETE
<br />FNXRID
<br />N0
<br />2000 E-Z
<br />BLOCK
<br />HANG STORK PANEL(!)
<br />AND WOOD STRUCTURES
<br />4I LAIN
<br />CRI
<br />ICIDR C AKO.C.
<br />1/4-0 TAPCON +'' n4el, No HEAD YEN
<br />w000
<br />1• 14■1' MEN HEAD TEr
<br />ANCHOR O 1r O.C. !D� 00�1/4' FROM
<br />REQUIRED
<br />air nm
<br />j (1J
<br />aJ
<br />9
<br />9
<br />1'
<br />1
<br />1H''� "�R6�
<br />'a7RUi�
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<br />12'
<br />•Y,.,.„.. 10 ! L_}__ 3/ta'IP
<br />`""""�,•i i-AL(AIwRI POP
<br />ter POP
<br />• 1 1 RIVET
<br />•
<br />I i my
<br />,71 RRlt1E r� --•-��MAX.
<br />r P 6611DDE•MM�- Al
<br />_'"-i PANEL
<br />..,�MAIL
<br />� PNIfL e
<br />• ( LENGTH
<br />y��1
<br />A, A NNNEM- I
<br />LOW"
<br />_
<br />•
<br />• +' Ren
<br />tiJ _
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<br />7
<br />7
<br />4•0 TAPCON ANCHOR
<br />(
<br />• Ir aC.
<br />T/40 TAPCON POUr1E0
<br />2%4' WOOD
<br />ANCfIDIt • 12' 0.0 OR
<br />CONCRETE BLOCK
<br />reaLWA D.
<br />,�SrJ7 mil
<br />SCALE 3/8-1"
<br />`i � W
<br />SCALE 3/8-l'
<br />.. A. T...
<br />..........
<br />.
<br />a '••�
<br />lN2ff$ MIN. PANEL. LENGTH
<br />ONLY FOR MAX. A.S.O. DESIGN SMALL BE 2'-6'
<br />}=
<br />40.4057 1`
<br />� * : *
<br />FLORIDA BUILDING CODE Non High VOW1066ftNurrkoAS Zan
<br />tma "Am Ian 24 UKOALVANQEO STEEL SfObl PAWL rp'
<br />came W
<br />1. INSTALLATION ARE VALID
<br />PRESSURE RATING +/- 40.0 P•s.f. AND 6'-0' MAX
<br />*
<br />STATECLOWPROTECMPRODUC
<br />IL E C Q
<br />�•
<br />07/n taa6
<br />PANEL LENGTH.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />�Ot: , ALORIO
<br />Ira.
<br />• r
<br />a, 0EY
<br />"
<br />RMW:
<br />MEMO SD SOUTHERN PINE NO 2, wJ SPECIFICSPECIFICS/'•.
<br />•-•(�tL
<br />i a
<br />alai. pp Pi1N■.N:Wn m-� INlw: ps.)•a•-7w, no, W)Sm -6g7
<br />20-175
<br />DENSITY OF 0.55 OR EOUK
<br />a ""�'�r79
<br />r
<br />cAAes «r
<br />■IL1O A RIJr b.. ►tI
<br />own HI Or w
<br />ALL AMERICAN SHUTTERS AND GLASS �
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZ)J,
<br />TO
<br />a
<br />1 TYPICAL VERTICAL MOUNBOTTOMT ELEVATION
<br />1 N.T.S. ELEVATION
<br />i
<br />�--^- -OBSTRUCTION
<br />(LOCATION MAY VARY)
<br />I AS REO•D)
<br />BOTTOM MOUNT (Com Lmaf
<br />TYPE AS REQ'D). (SPAN BELOW
<br />OBSTRUCTION)
<br />PANELS MAY BE NOTCHED AS REQUIRED, OPTIONAL XI•"'20 STITCH
<br />PROM pEO THA7 [X)NNECROH6 AND BOLTS WITH WA5HERED
<br />ANCHORS ARE USED WHICH liATI5P1• WINGNUTS FASTENED 0
<br />SPANS ABOVE A BELOW OBSTRUCTION. O MDSMN CUM
<br />APPROPRATE SPAN TAI3LEJ
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />1 N.T.S. ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />SEPARATIONSCHEDULE:
<br />24 GA(1GE PANELS
<br />A OMW STORM PANEL SEPARATION FROM GLASS
<br />IIrYH2, WRW 2qH 4 a E%ENTNt FAOUTIE3)
<br />MANN"
<br />OfSKNt
<br />PESSUR RE
<br />(PSF)
<br />OWAeLE
<br />AUSRN7 Rmel
<br />INSIAL1A710N5 tFSS INSfAlU110NS611O4TER
<br />THAN 3d A•OVEGSRADE THAN3d Ae0VE GRADE
<br />;730
<br />130.01n
<br />1 6,061. 2AS In
<br />P-35 /
<br />AMID LA
<br />6.06M SL6M
<br />-1440
<br />130.01.
<br />I
<br />4061n 216M
<br />/AS
<br />_...* �..
<br />H^SS
<br />moan
<br />�. _
<br />3300M
<br />306.E RI
<br />SANin 2.161"
<br />_. __
<br />Biel-___ 226U-__
<br />6A6M 2.35m
<br />.BO
<br />aL3N
<br />6.09M i 253 in
<br />. •� /
<br />Seit N
<br />6.11 N 2.72 M
<br />r/-70
<br />36A In
<br />a12In 290 Nt
<br />41.72
<br />27.014
<br />6.131n 2.961n
<br />SKIN LW PANEL SPACING M
<br />RRlrNE MAXP" ALLOWABLE
<br />ABLE STORM PANEL
<br />Wt. SCHEDULE IACCEPTABLECTABLE FDA USE WITH
<br />aR I IVE LOADS LESS THAN DR EQl1ALTO
<br />3ATN! 17990 LONGS.
<br />PANEL FASTBMW AM STUDS USED R
<br />NANICTION WITH ALL MOUNTING IMUS30NS
<br />`-TRACK. STUDDED ANG UI, ETC.). USE 6.2S•
<br />:. PANEL FASTENER SPACING TABLE VALUES FOI
<br />INCLUDING BUILD OU
<br />GLASS
<br />I. M7El
<br />MAXIMUM ALLOWABLE Y-4 A Fl
<br />DESIGN PRESSURES: + �,
<br />AS NOTM IN DESIGN
<br />DESIGN NOTES: SCHEDULES
<br />POSITTPAAND D( NEGATIVE DESdON URESCALCULATED
<br />SepARAETE €NO.1 EMIIYG IN AC�VCO a NICE i7WITTWMgTHE NED PER
<br />1�CtQD OR BUILDING ESHALLsRE LSS TER
<br />THAAN
<br />OR TO TH POSITIVE-IANiGAT1VED GN
<br />PRE CAPACtir VALUES LISTED MEIIETN FOR ANY
<br />AM MBLY'AS SILOWN.
<br />GENERAL NOTES:
<br />.. TT65UPKIFICATLON HAS BEEN DEMNED AN0 6NAU SE rmmcKrw rI
<br />HAS BEEN USED IN THE
<br />9AAED ON MAXIMUM TEStED
<br />A MAY rI DTISCHANGEO AS F$LD
<br />BE MOUNTED VEN171CALLY OR
<br />14. SNEER SF/LL AFFIXED HERE70YAf3114iR6 RAL DElBSH AS
<br />SHOW ONLY. USE OFTMI$ SPRC3NCATION er DOp RAC70R, M. ■{
<br />3I10IMNIF7lS a lILYG9 HARMU55 7eDS EIN FOR ALLCOST R R♦MAGGS
<br />INCLUDING LEGAL FEES 8 MPEWTE FEEL R ULTa6 FROM MATERIAL
<br />FABRIG7IOX, SYSTM FRECf10R, ACONSrRUCTIDN PPACTiCBL BEYOND THAT
<br />WHICH IS CALLm POA aY LOCAL, STATE, A FVMRAL ODOES 6 FRO"
<br />OIYWTIDTIS OF THIS PLAN.
<br />13. OICDT AS EXPRE'681.Y PROVIDED HB1EN, NO ADI)MMAL
<br />CERTIPICATWNS OR AFP04MATIWK AIIE INTEND®.
<br />I6. AL7XMTIONS, AD09TTDN6, OR OYMe3 MAAGNGI TO Tina CNXUMBIT
<br />ARE NayLrRFIESXML�TATLELD AND I7NAlIW1'K� LTAHIS CCRT�IG(ITINdDM.
<br />VfN EVBl r7.a FEEt COALTJ NG TMEFf7LL�01YIN6 FpR1atAWj'U�NOF (t)UBEL
<br />VIER LTCALWO M648 1101
<br />��" Nre,ar�:�NLE■ ■
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />(ALL PANELS)
<br />O • �. • 1.AAUL
<br />INTERIOR FASTIENINGDETAIL
<br />IlE1;rE"�i
<br />iE.�F=i
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<br />IN TAMA ANDW OtIEW Sw■ CIMAM A11l NOT
<br />9AAAA7,ONM" GLASS SMU mE DETAaI
<br />Pete
<br />H tpu3,Aw 34a WNeE•atNMi wITN PANG
<br />OPTIONAL. no OR /OTTON CLOSURES MR
<br />N smo,N IN 1701SE DRAe.015,
<br />1QIdI
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<br />AIAAN IRISH IN ANDICS
<br />V.0n61AILE r mcit
<br />1PAMADIKWTO
<br />own
<br />OPTIONAL EGRESS PANEL
<br />M INTERIOR FASTEMNG
<br />DETAIL
<br />4
<br />r2.250(O.°5.250' a z.250 I uT 1Y N x 'w9
<br />t2z-
<br />12 2.2094 0,7E0 pp11I'mr 0.094" o.1x58YPP0.3 0.094" ,d .094' :3751Wool.�,,1��11N�1��i�
<br />°�° Rio• 250• -4 2.000' I- --I 2.0m. � TrP. Z �gj
<br />t
<br />.121' 1.180" q{. •N• NpAOFR .,,h ryl• I.aApak ifayyRi, Yf ur tf am 4 NI 01.01110.E
<br />II tor-
<br />1.51 1,560'h- -�13W' 10 ].3Q0MAX.31 0.376• 0•]I3' 0.. "2 ww a
<br />� s OF 19D• b55 0 SSW L007 5
<br />_ 7z.soo"PArIELeovEPAae--J yL� °.E7s� N,� ass• o. ��d%�s• °.376•��.T ergs• I99�
<br />' 14.13W PANEL LEA. i II m m� 1 ' ' N �o.s4s as 4:7sa' 0.250' •051 + t p
<br />,f o xr c
<br />2m..
<br />��o.Dso r�-onPr F�z.ova:ko.os`�J_,,n o.us oi7a °.a5 0.7L0' RO.SIS 30g N
<br />V BRIO-d!T r MAU _ ....•JiP• 0.090• D.9s?'
<br />(7
<br />I
<br />4.,w*
<br />'0.�3 2�
<br />L W.:, s.PReaW:w .655•
<br />W'.11J 4Y TA
<br />DDICTrorl 15 �qII
<br />5 _err r4x a LL'Lvl - D12S' �°WO µl ■
<br />x- rtnTe a ter,-:u tvp t{t 9F¢
<br />C AHaP -'1Mec CEX;FNIOFD] 3
<br />'4` 9 Ii .G}W`t:([lrrcuEP.N wSa
<br />_ -OVERLAP O..Tnv:C
<br />4"MAX CD10OR I)SURR D6rA1L 1 �,25• MAX. J�•I
<br />7I L,/ O.38B'j• xu••••tr<c•rt;Rerc ' .257 MAX. �Ce
<br />MAX. rzA tiara 1. ) d"JO PM+Q.:. - Y`NY QAAFT" 6.TTal tn'ro7r•x:l Tr•r.IrY lY
<br />Ey BUILD^OUT OwrJ: w-:n r-Ju: xn uj
<br />aJl i 1INNI [$STANCE �nT'IJ••i1T.:1 TYP fY 'gi
<br />t " "new aAr rrrr [r- 1.00d'
<br />t, :Kl'K 2.T'Y,tl;e;t � nRA- ♦ AYAi;
<br />h IA S4 v+-:k't:1 NOSH JL'. N:-11L.4`I Yhi ..i
<br />¢ r WIn 1 Lox to/JOY an 4e•u::lo 4Y>J•4JraY EMBED
<br />E LOW 'tiffi V:ti Nc- J,-1 srlr.7curro :x rotas wr•1:�.O�Im��rsl �:
<br />S OVEPI.AP T•w>IwvRA 3.02V
<br />} A'-'tS NLt wn. of .,7:. .. N1AX. nulllM)III Na)xl (:I(LW lilt M1rlNl
<br />�.25' MAX- poll
<br />••'APr •7 ^r+J. Ta %' ., N.T.4 3KI lI�e ■■ ■■
<br />GC Tr: L R tl*f1V I:TIiV -( 'r :� MN. Nf i i
<br />It v^r Jx cad 1MIN. m r Ix4. A'a
<br />newt, arr..l>•'v)• 4'rM)(. , MIN.
<br />fA t(A�11nJA y 1
<br />Mil �1 EORNFACL051.WECaNI BhLV4lF:Mx'MJ-.: Y0. sV' i^I v4in'J. a 1.
<br />!! � :ssi�Ji� �r i w 1
<br />7 n TRAP MWNf Cl04URE DETAj. 'Pnrr.lr f
<br />N:L;
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGE PANELS; PANELFASMeRS O til-T O.G.
<br />zs ISEer DnTAMrx
<br />_ I:
<br />,(�
<br />Mar o®R
<br />ArcNOR nerasas
<br />TY►[
<br />ter u 7 -
<br />r r•r P 3a-ir
<br />lxwrrne
<br />C i
<br />1 C Ca C4
<br />I:n1rtY►e wasTPP!
<br />i Q C3 fA <3 CI G
<br />C q
<br />1 .1• 0CNmm n
<br />17 L
<br />°!WAIT Ul7MCON 41
<br />H
<br />s2
<br />f��� 7
<br />12. 5
<br />lb d ] •7"
<br />9.9
<br />12 .5"
<br />16 .0"
<br />10. "
<br />2
<br />aB" 12.5"
<br />Sao AI
<br />6.1"
<br />12.5
<br />16 a' Il.e"
<br />AO'
<br />1 .S"
<br />z
<br />14.0"
<br />r.i"
<br />5.6' 12.5"
<br />160 63
<br />5.5'
<br />13.5
<br />12.r
<br />its' Tar`
<br />111 ' A3•
<br />G
<br />a: '
<br />12.!"
<br />SLE
<br />I! a'
<br />fan°
<br />91'
<br />al"
<br />tI tz.4
<br />a4' !z.!"
<br />160 B1
<br />1a0 a1
<br />54"
<br />!4"
<br />SI.S•
<br />IBA•'. 3-
<br />a
<br />ad•
<br />Iz.S••
<br />16.0••
<br />6.1••
<br />3.r t .5••
<br />160 51•
<br />s.4"
<br />(3Ry
<br />l i• T 4 1MN(1l
<br />J 11 33
<br />OCWAIT UlT11ACON - 1
<br />aw •al _tax: 4
<br />Inv )
<br />3z
<br />E2
<br />C-�-•"�•' T2
<br />1 S'
<br />i•
<br />' 1 '
<br />l/.a to
<br />1
<br />is.a.
<br />3d.!"
<br />15 .D" la
<br />L2 12.9'
<br />A
<br />160
<br />10
<br />1 d' 1a
<br />]
<br />2 "
<br />1 .d
<br />.5
<br />D 12.
<br />Izx
<br />T
<br />96
<br />12.r
<br />16 C'143"11
<br />12r
<br />1p D"11.9"9.r
<br />12.5'
<br />I5011e
<br />et'
<br />16
<br />11
<br />1d 6•
<br />39 a 11.r
<br />9.E 12. '
<br />fa 11 SI
<br />11.8
<br />ALL
<br />16.0 119"
<br />ALA"
<br />A5
<br />32.9"
<br />16.0" 13.6"
<br />9S .1"
<br />i60 319
<br />M.,
<br />9,b"
<br />O
<br />I:M {t4rt/C FNNx 33
<br />K IOXh360 Stt 41
<br />48
<br />2IG H,N 62
<br />SZ3•'
<br />IG Y' 1a0"
<br />111a
<br />12 S•'
<br />Sa ° 1!.T"
<br />M-0- 12.5"
<br />•Ip D 1411
<br />SL.9 •
<br />111'
<br />16.0-110-1a6'
<br />LIT.
<br />mo 11.6"
<br />e.I 12.5"
<br />1040 12
<br />10'71'
<br />12.5
<br />1 .T.
<br />16.a" I""
<br />16 . ] 4-
<br />,LY +.
<br />I33'
<br />2. '
<br />few
<br />1 1
<br />1 .6"
<br />z
<br />161111.5"
<br />1 0 !LS"
<br />6
<br />10.6' 12.5"
<br />Lab. 12.5"
<br />Sao 113
<br />1a0 12
<br />106"
<br />10:6"
<br />1 .S
<br />t 0" LS'
<br />1 . "
<br />"
<br />t
<br />16D 125
<br />06"
<br />q r. i ;V14 HIM, 33
<br />new i MNMNI11r
<br />WA1 41
<br />M
<br />X 62
<br />12.r'
<br />12.9.
<br />36, ' 3 '
<br />1 .d' tea'
<br />a
<br />16: '
<br />1 '
<br />a
<br />22.1"
<br />11!"
<br />16.0 Ater'
<br />14.0" 1l.T'
<br />1-
<br />L4 ]' lit!"
<br />{" t2.s"
<br />166 1a0
<br />ld D• NSA
<br />12.6'•
<br />11 3"
<br />12. 5
<br />1 a'Ina'
<br />a
<br />i
<br />3
<br />lit ^ 2.!"
<br />1
<br />tern Sss
<br />i L2'
<br />12:5
<br />lad• lad•
<br />13 d
<br />12.5"
<br />16.0" 15.5" 11.2" 12.5"
<br />16 D 35'S
<br />u 2"
<br />. "AuCALALL
<br />2.4"
<br />MM DISTANCE
<br />IS
<br />WSP .1`IA4"OIBtD 33
<br />NIWNI x„W)pN ♦1
<br />48
<br />A-� si
<br />Er�rwawa'r 72
<br />. t-1 P INNIn 33 1
<br />J4 !
<br />nhNNlIxIWX)x 41
<br />4e
<br />M-� sz
<br />a2S
<br />6.2S
<br />C25'
<br />0.29"
<br />12.
<br />12.r"
<br />10.3' a25"
<br />N.
<br />7.1-
<br />cr
<br />I6. a a7 a 7
<br />3
<br />23.7^ a2S"
<br />73: a25'
<br />3L7 a2S
<br />IF. .IV
<br />a4".
<br />10.1
<br />9.4"
<br />4.201
<br />6.27
<br />12.5
<br />12.9,
<br />11.7" a2!"
<br />10.9• ats',
<br />36:a' r.E" F3• 12A"
<br />Ish" 410" SB a2S"
<br />G3•' a2S'
<br />9131.a1s1
<br />fl4 52" SO• al3'
<br />306 4 4.0" a15•
<br />9;r
<br />/20 44 i3"
<br />10.7 4 IA"
<br />IN•. I-IN'wnrO 33
<br />ITN 6.6. TAPCON 41
<br />a
<br />52
<br />71
<br />I2.r
<br />13.3' al• SAe.17"
<br />I47 41"
<br />4.d' a23'
<br />107 41 40"
<br />6625
<br />1 3" 4.L625'
<br />la 4 1'
<br />4:d' G W
<br />10 7 4.3 40•'
<br />loll" : "
<br />r t'
<br />4
<br />° 7 ILA" 4 °"
<br />s
<br />114.111M~1 33
<br />Ws 1
<br />ALL ro SCUD SET 4
<br />N
<br />l� 52
<br />�'�'T�R6INN 72
<br />12.r
<br />160 i4..1" 11r Ar
<br />15.0 $V
<br />lAr I 121VI
<br />16a ai I.W.
<br />11S
<br />16 1 ' AI 1 s
<br />A' i l' 2
<br />16.0" J'
<br />7
<br />4.9 z S'
<br />t
<br />1 li 7 r 63"
<br />32.5
<br />16 a• A7" 7 6 1 's"
<br />56.0" 7.7"
<br />6,2- tt 6"
<br />fE o 7 4 2"
<br />13:5
<br />1 .r
<br />2
<br />Sad 'S9' 72 125"
<br />SE a' 7:7• tf
<br />760 77"
<br />6.2 l2 S"
<br />16
<br />IN.
<br />1!•1'[1IN•SUED 33
<br />",-I w .." M
<br />ar�ra 46
<br />1�aIE - r� 32
<br />72
<br />12.
<br />16d• a4• 1 a! 62S"
<br />145 14"
<br />4,t' aza'
<br />Da iD 27"
<br />"J'
<br />2S'
<br />36•
<br />5,3- 2S-
<br />S.2 A6 3"
<br />6.25
<br />0-N'
<br />11 S' 4.4^ 4:3• 625'
<br />A2• 3.5"
<br />a2S^
<br />9.2'
<br />a2S
<br />a2S`
<br />]0.6" 41• 3.9' a2r'
<br />A2' i5• 3.3• a2S"
<br />92' 915"
<br />sr. M4.
<br />ILil-a"
<br />39"
<br />Y' 32• 3.3"
<br />NAR DLTnar
<br />RIP 1 l I ,r ID tIM1 N'
<br />awn TYr! ,Iti18r Tyre eras T»a
<br />t7. C2 C3 C4 Cl C2 Cr C4 Cl C1 C3 C4.
<br />�
<br />Arlwsa nueesunee
<br />�• [ T tMr® 1J 73
<br />12.5'
<br />360116.0'
<br />1 .9" 12.9'
<br />16.0"
<br />16.0" 7.5' 12.5•
<br />16A 160 7"
<br />IN. n:RrW 41
<br />12.3r'
<br />16.17Sao•
<br />err' 12.9'
<br />ISO'
<br />13.0" ■.1- 12.5'
<br />10.131400.0"
<br />4a
<br />1 r
<br />16.a ]a0'
<br />77 12. '
<br />No-
<br />147- - 6.0' us-
<br />16.0. 14.7" 6.0"
<br />H--A�n•�� 52
<br />MS'
<br />lea 1a0•
<br />aD 12.D'ss.0•
<br />14.7" 6o' 32.5'
<br />36.0'14T 5.0"
<br />72
<br />12.r
<br />Ind' 14.7'
<br />a6 11r'
<br />1NA"
<br />14.7" So- 12.r
<br />16.0-147 S.".i4.11F3'CHMI)
<br />33
<br />L2.5
<br />160" 36.0.
<br />101 I2:r
<br />16.0'
<br />12.1" 7.0' LLF'
<br />16.0 106 6Y'
<br />WOOD SCREW 41
<br />1LS
<br />160141'
<br />IS 12.5'
<br />Sao
<br />97" 5.6 129•
<br />36.0 %?s 5 6
<br />44
<br />12.5
<br />16d SLo•
<br />70 1a. '
<br />160
<br />96" aS 12S
<br />6.0 96• s6"
<br />DIIIIIIIAMMto-A
<br />12.r
<br />160, 11.3'
<br />0.4. 12 S'L6o
<br />9.6' SA 12.r'
<br />10.0 9p 30"
<br />2
<br />12:s
<br />14.010.61,
<br />fib' ILY,
<br />i6loll.
<br />W SJ5 12.5`'
<br />26:0
<br />2/4'. I-Ite U44CO 33
<br />12. '
<br />saIlk Monmr,1141011
<br />1 :S' 1119,
<br />1 0 0.T
<br />TAP ORa'CAA6f 41
<br />LI.S
<br />16.0" S3'
<br />11.55'160
<br />92, 22s,
<br />6.0' A2•'
<br />y 4E
<br />R
<br />t2 S
<br />Fur—14,0,
<br />14011.4
<br />1Q9"
<br />SLS'
<br />12.4
<br />160
<br />160
<br />.L" 12.V
<br />Al" 12,5'
<br />16.0• Ai
<br />18A^ 9.1'
<br />72
<br />12.5
<br />14'a 9.1"
<br />S2.S'
<br />11.0"
<br />'112.r'
<br />16.0" D.1'
<br />Gs a3
<br />i. a
<br />.3"
<br />S
<br />r'
<br />1p.a 7A"
<br />!.9' 12.r'
<br />12.!"
<br />4.6" 4.1 0.23'
<br />12.4• 4,e"WOOD■usome 14�
<br />112,
<br />4e
<br />12.S'
<br />.4• s.9'
<br />S.0' 2S'
<br />12.Y
<br />4J' •d'6.2s]2S
<br />4.7Si
<br />ME"
<br />4. Z' S.5"
<br />47• 2
<br />12..'
<br />47" 4 a25'
<br />12.3 4.1"r2
<br />4.ir
<br />123" 4.Y'
<br />4.D' 0.2S'
<br />12. r'47"
<br />CUP Z
<br />ANCHOR NOTES:
<br />L. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIMID HEREIN, BUT ONLY PROVIDES
<br />MAXIMUM AUAW ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />ABLE
<br />IN SPAN SCHEDULE STALL DUPE.
<br />2. MATERIAL,
<br />ANCHOR OR TYPE. SE ECT DESIGN
<br />PANEL FASTENER SPACING, THE EXISTING STRUCTURE
<br />MATERIAL, a ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EDUAlTO NEGATIVE DESIGN
<br />LOW ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPANSELOM
<br />CONNECTION TYPE BASED ON APPROPRIATE AICUNTINO CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENTIFICATION OF CONNECTION TYPE),
<br />3. "PANlL FASTENERS• ME 5111D9 USEDIN D:7NINLRION WTM ALL MOUNTING EXTRUSFON6
<br />'I -TRACK STUDDED ANGLE ETC7 ME CIVIC.
<br />P L FASTENER $PACING TABLE YAWES POA ( ANE
<br />ALL 71'• MAD'U'-HEADERS ((tIryfNCCLLLXIING SUILOOUT GONDITSONS).
<br />4• ANCHORS SHALL BE rli'TALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS,
<br />S. HOLLOW BLOCK HOST STRUCTURE SHALLCONFORM TO ARM COO BLOCK
<br />6, MINIMUM SMSEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE,
<br />7. MM M EMBEDMENT AND EDGE bISTANCE EXCW DES STUCCO EDAM BRIO! AND OTHER WALL
<br />FINISHES. WALL FWSH� SHALL BE LIM2TED'IO Ij4• MAI:OR SHALL aE VEaIFNEO BY OTHERS TO
<br />ADEQUATELY TRANSFE! IAADS 70 MOST STRUCTURE.
<br />S. CONCRETE ANOTED HEREIN SHALL BE EMBEDDED TO UNCRAC*D CONCRETE ONLY,
<br />I: WHERE EXISTING STRUCTURE IS WOOD FAAWC, EXISTING C.ONOMONS MAY VARY. FIELD
<br />VER7%THAT FASTENERS ARE INTOADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD, FASTENING
<br />TO PLYWOOD IS ACCEPTABLE ONLY FOR 570E CLOSURE PIECES.
<br />10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENERSHRLL BE LOCATED IN
<br />CENTER OF NOMINAL 2' 14- (MN.) WOOD.STUD (P' EDGE DISTANCE IS ACCEPTABLE FOR WOOD
<br />FRAMING). WOOD STUD SHALL BEMOUTHERN PINE'G-0.55 OR GREATER DENSITY. LAG SCREW
<br />SHALL HAVE MDLLIPS PAN HEAD OR HEX HEW.
<br />11. REMOVABLE ANCHORS ARE: DEWALT PANELPATE, ALL -FORS SOLID -SIT B BRASS BUSHELS,
<br />17. MACHINE SCREWS SHALL HAVE 1/2- MIN ISIM ENGAGEMENT OF THREADS INTO THE BASE
<br />ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEW, OR WAFER HEAD (SIDEWALK SOU U.N.O.
<br />13, MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
<br />14. N■ DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.
<br />1S. III DET RMOUNTING CONDITIONS.
<br />16. Lamm rAnERPOLATION 15 N7r PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON
<br />THIS SHEET,
<br />I
<br />ill
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