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<br />ENGINEERING
<br />, -F-
<br />ENGINEERING EXPREBIO®
<br />PRODUCT EVALUATION REPORT
<br />8apemDw 13, 2020
<br />AppAwtlwn Nkwuber 1i1111110.t - R'd
<br />EX Project Number 20.31543
<br />Pro" Menukldtwr: AN AWaNan Shudoms and Gkw
<br />ManuA ctury Address: 1510 Domes Road
<br />Want Pokn Seadh. FL 33400
<br />Product Name d Dway18on: 249a Gokwdaed Steed Bbmn Pwlsis
<br />Largo I I - Imped RaaI
<br />Scope of EvWLmrftn:
<br />This ProdwR Evskaton Report ts belt issued in accordance with tit raW*Wrm tE of 8a Fbdde
<br />Department of euednese old PfobnWW Raguloton (Flodds OuNdi g Commission) We Chapter
<br />01020-3.005, FAC for 11- 11W acceptance per hMOed 1(d). The product rated above has been
<br />twtsd arwor evMwgt(cue sammrized heroin ED slew oaNplwee with the Fbrkb &AWO Coda
<br />BeVerdn Edilon (2020) and k. fw Ble purpws intsruded, st load egoivebM 1D Chat reWldfed by to Code.
<br />Ra•wMatlan of We Prot WmN be required %Nowbv porBnad Florida Buid np Cads moM 1 81 or
<br />revisions.
<br />SubsbndWng Dab:
<br />prepared EX drawiTnp C13631543 BNod •'bps Oakanlzed 8tsel Slam Peak (FhMZ 6 f4an•N(1At2y, sheets 1.6,
<br />by� ng EXprow salad 3 eabit by Frank Samardo. P.E. Is Itsprei pat of this R
<br />1 d1b.Tn dotle dructlNM pov Ronow W he been tsttsd In aNXX3HdarRv with TAS 202 Reed akndo ds per Eared
<br />roporto) 08TASCi-17-001 by Okcbvdw Too&g, MD,
<br />LoW mipits 1 1 I reaMance and oldie', t perbmeNoe her bean tested in aecaMaroR wNh TAS
<br />201 and TAS 203 hist atarndards pw /sit report(y aBTd1S0-17-W by Blocbo*w TwWg, kw-
<br />Structural wtlnowkng calau bdons have bent prep�a�Ired, whdctn evakale Vw product bated on
<br />comperaWsimulate atdlor m1cmdsimulate�l
<br />i to Wthe WAD'At deign CtRelts:
<br />1. MadmumANowWMSpain
<br />2. Minimum Atawabk Spore
<br />3. Milkman Oka Separation
<br />4, MlahorSpedng
<br />160 SW 121" AVENUE SUITE 106, 06IRPIRLD BEACH, FLORIOA 33442
<br />(954) 354-0660 1(666) 396.9999
<br />TEAN0ENGt%aeai*GEXPR6S6.COM
<br />ENGtNEERIN6EXPRESf.NON
<br />V-07
<br />VAX,
<br />PANEL LENGTH
<br />g 0 4/- 40.0 V.I.
<br />• LAST PANELQ TO BE INSTALLED AT EACH OPENING SOW. ALWAYS BE
<br />PROVISO W REAR NANOLE ro FACILITATE INSTALLATION I' IRENOM
<br />ro BE INsr FROM INSIDE OF STRUCTURE.
<br />lIom ,
<br />(t)INC%. E-Z HANG STORM PANEL SYSTEM
<br />+ ConL- TRACKS TOP B BOTTOM.
<br />(2). ENO PANELS SNAIL ALWAfs BE CONNECTED TO BOTTOM TRACK
<br />OTHERWISE A STOP BAR SF4ALL PROMDEV AT TOP OF SUCH
<br />PANELS.
<br />(3). P END PANELS ARE CONNECTED TO BOTTOM TRACK. CONNECTION
<br />SHALL CONSIST OF 1/4'e-20R3/4' M.S. W/ 7/8"0M3/32• RING
<br />NUT O4 IJ4'sA3/4• MM, THUMBSCREW INTO TAPPED BOTTOM
<br />TRACK. LOCATION or FASTETN04 MAY BE AT OTHER OF TWO
<br />EXTERIOR MT nAMIGES CC DO PANES.
<br />(4). IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />TRACK (i.e. A STOP BAR 6 ONLY USED AT TOP) AT LEAST TWO
<br />PANELS SHALL BE CONNECTED TO BOTTOM TRACK USING SPECS
<br />04DICATED ON NOTE 3() A8p1lE IN SUCH CASE. CONNECTION OF
<br />PANELS TO BOTTOM TR1E:K IMY OCCUR AT MY PANEL LOCATION
<br />t 04TALLATONS ONLY VALID FOR WIND
<br />SPEED UP TO 170 m-PA.
<br />ENGINEERING
<br />- Page 2 Of 2
<br />All American Shuturs and (Hasa - 24ge Galvanised Sued Storm Patch
<br />No 33% inaa in oftivabie taws her bawl Used In the design of Oda product.
<br />SapAred an from -bring it not required for kadaiiatiwr outside of wind zone 4 and same d al locust.
<br />impeet Resistance:
<br />LANoo Impact RwkhTnce has been domonatrated AN 0Wdanast in Wwft ly Ceded and report(*), and Is
<br />accaartsd for in tho ertlne ortng deign of this product.
<br />Wind Load Res/aiiwee
<br />This product has boon deagned to rested wind Coeds as kdaaed In the open schsduis(s) on this
<br />rssp+blw+ Product EvWlueOan Document 0.e. omtbaukg drimiko.
<br />Installation
<br />Ttds poduct slay be l Iad Yn strict cwMWAC@ Wish W mspacWe Pmdud Evokatlorl Dom m t Q.a.
<br />erngkearkt drwwkt), alai wish N c+LnPomle rn0tsd therakl.
<br />Product componwLb shut be of the nrtwW spaldied In UM produd`s mopee4we Product E•vahnDon
<br />Doc ream 0-e. wig* , 0 drawkW-
<br />Umitadons 6 Colm"Ons of use.
<br />Use at this product What be In strict as ord.na with the moped" Product evakoton Document 0.e.
<br />woftee t drawing) es. herein.
<br />AN supporli t haw strwluna stet be HlaNgll I 'to rooW tl superimposed beds and Mot be of a wmWW
<br />toted In this product's respwpva anchor achodide. Most structure oondltions which we not accounted for
<br />In this pro,,o,�kes respective ender adedule NNH be doWaned for on a sko-opedNe bob by a m0dered
<br />,,
<br />AN connpone ds which are pomnanody kWaNed shot be protected againd corrosion, contmT* oton, and
<br />other Such damage at aN Imes.
<br />This product hon been deigned for we within and Outside to High Voice* 1 kolici ne Zone OWHZ).
<br />Rnp-Owly,
<br />BENrytP
<br />t-0,
<br />Frank Bernardo. PE
<br />EmMEEBNO E70ORIE8Sa
<br />#PE0046549 I Cert Auth. 9885
<br />160 SW 121" AVENUE SUITE 106, Dea RFtELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM 0 ENe1MEERIMGEXPRESS. COIN
<br />EN6IME6RINGEXPRESS. COIN
<br />INSTALLATION DETAILS FOR SERIES
<br />INTO POURED CONCRETE, CONCRETE
<br />FOURM
<br />OR
<br />2000 E-Z
<br />BLOCK
<br />HANG STORY PAS
<br />AND WOOD STRUCTURES
<br />1'e TAPYON
<br />coucam
<br />x IEOLNeD. 0.0CK
<br />ANCHOR • tY O.C.
<br />1/4-0 TAIOON T• 1H1' HER HE1D YIN
<br />WOOD
<br />1• 14.1' MEN HEAD TEN
<br />ANCHOR • 12. O.C. SCREW OFINN
<br />NE'gIFEO
<br />�j/4• IRON
<br />EDGE 'OF
<br />9
<br />9
<br />i
<br />II4
<br />i
<br />1 IN*t• �
<br />• • 'J
<br />n
<br />1/41-�EIN�7'�
<br />t'.
<br />Ey�g1��
<br />1
<br />1
<br />�N°•Nx � 1. � ; 1/2'
<br />_._.,'
<br />�Pa1�iM6aC �.-`-_� _-.._.e.....
<br />...._ 1 .,t
<br />a"9PFAAA 1
<br />E>tl41RNG_II 7p pWg, 1 __.___ ����t�pp'•Ip
<br />CJM+ AnRIaNRN POP
<br />ro GLASS.
<br />1 POP i
<br />a i wYET
<br />I
<br />! i "e7
<br />NO
<br />MAX
<br />ATP • a PANEL lfr4aTNH •
<br />re1wTN
<br />MAIL
<br />( PARa LENGTHI i
<br />a 1
<br />;
<br />I
<br />ills.
<br />a
<br />a I- Nan
<br />'
<br />W BL1154. j � 50a I
<br />a
<br />TOI4
<br />3N
<br />� RANBStIK1w a t'
<br />1 ft soft OP
<br />INS
<br />1
<br />E
<br />1
<br />N
<br />r
<br />1
<br />1 I
<br />_-
<br />E.b-
<br />%
<br />1
<br />%
<br />ON ANCHOR
<br />;_•
<br />♦ 1Y ATA�
<br />1/4•P TAPCpN P'OURM
<br />i
<br />YM4• WOOD
<br />AtiGNOR • lY 0.G CONCRETE eOtAClf
<br />CONCRETE
<br />�y/����� �6ArE/9y92rRyL}}��Rt71/rS1
<br />er1'•e'Le+A/ E21
<br />SCALE 3/8-1.
<br />SCALE 3/8-1'
<br />Tr kil
<br />:%
<br />Jim
<br />ONLY FOR AS.O. OfStGN �'- H
<br />,
<br />FLORIDII 81NLOOKi CODE ►ion High Votoefty IEUrrbone Zone
<br />mNm T10a4 No.24 GRIPE OALVAINZED STEEL 9M FANEI. e1H� w:
<br />1 INSfAL1ATgH ARE vAL10 MAX.
<br />PRESSURE RATW +/- 40.0 pa.N. AND 61-W MAX
<br />*:•
<br />STATE
<br />11L _T O
<br />�TEC' W PROMICIM
<br />w/a/Elw
<br />PANEL I.ENCTH.
<br />�f•'.
<br />fLOMD
<br />C
<br />k '•
<br />Oft2.
<br />FOR NEW WOW FRAME CONSTRUCTION: WOOD
<br />O,t: • •.
<br />& .s91 RA M sow
<br />MEMBERS To R SOUTHERN PINE No 2. IN/ SPECIFIC
<br />S�"• "'��1
<br />N"'`, ppa`wr.n,,,p m u61
<br />RMNE, D6P>•Pn"'n r!'�9c'pa9Ne6•i1eT
<br />2o-t7s
<br />DENSITY OF 0.5o OR EQUAL
<br />pA.pp M
<br />EM r a r
<br />Llllmrr 6,
<br />narm r1A a rt
<br />amf4 a IN
<br />ALL AMERICAN SHUTTERS AND GLASS
<br />24ga GALVANIZED STEEL STORM PANELS (HVHZ & NON-HVHZy
<br />TOP MOUNT
<br />TYPE AS
<br />�r
<br />N
<br />a
<br />NI S( a
<br />Df K�
<br />a LKm731M -
<br />1 TYPICAL VERTICAL MOUNT ELEVATION
<br />1 N.T.S.
<br />ELEVATION
<br />TOP MOUNT
<br />(COIN
<br />�'BL
<br />�P)
<br />(SPAN ABOVE
<br />TRUCTIO )
<br />AgUM
<br />RE
<br />D
<br />BOTTOM
<br />N
<br />iXlNT
<br />o)
<br />0
<br />Z
<br />7
<br />TORUNT
<br />L
<br />(OINK TYPE
<br />AS REQ'D)
<br />(f7DNN
<br />DESTRUCTION
<br />;LOCATION MAY VARY)
<br />BOTTOM
<br />(SPAN BEIAW
<br />TYPE AS RegO)
<br />OBSTIUJCTION)
<br />PANELS M AY aE WC:HED AS RWIRED.
<br />OPTIONAL)OV-20 STITCH
<br />BOLTS WITH WASHERED
<br />PROVIDED THAT CONNECTIONS AND
<br />ANCHORS ARE USED WHICH SATISFY
<br />WINGNTTS FASTENED a
<br />SPANS ABOVE • BELOW 01-1111 CTION,
<br />OVE RILUIS 0 NDSPAN (USE
<br />APPRIXNUAIE SPAN TABLE)
<br />VERTICAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />1 N.I.S.
<br />ELEVATION
<br />MAXIMUM ALLOWABLE *t
<br />DESIGN PRESSURES:
<br />AS NOTED IN DESIGN
<br />DESIGN NOTES SCHEDULES
<br />POSITIVE AND NE6ATTVE DESSON PRE95URE5 CALCULATED
<br />FOR UpSryE"��pryW�L7H THIS SYSTEMS BE DETERMINED PER
<br />RMIt'®N H THE
<br />ACrA WIWI�H ASCE 7 AND CHAPTER
<br />1 OF THE EDA BUILOIMM, CODE SHALL BE LESS THAN
<br />DR UAL TO TH POSITIVE OR NEGATVEDES1ON
<br />iACITYNVALUE6 LISTED HEREIN FOLANY
<br />GENERAL NOTES:
<br />12
<br />HAS REIN USED IN THE
<br />ON MAXIMUM TESTED
<br />ADDITIONAL
<br />IN
<br />(L)LABEL
<br />VISIT ECALLCJLM816N8
<br />In
<br />PC r'1']'-'4, cCAnr ��9
<br />4 Yl^ t:NNM .;NAyll. hr�IfiX,.M-'il
<br />I[
<br />Vw
<br />FNUlearprMl M'O11rE4RlERKA
<br />I
<br />(•2.250• DA94• j•�'2.99D' 2.240• N "",.>.
<br />4-W
<br />0.750' o
<br />'IsOAE �sO 12D'Tra,,IriTYPI ��..� �^�w�^-0.3 0, � " i ate} .094° r r7 CP.930' J_L ••°�is-•�02 gam„ � -I 2.000" I- -•I 2:000• �- TTP.
<br />tQiN1.11XY ,n, •N" NENOER a, IURa-our V veAOBe �j�. 0N-PNH OLON't60 S10 3'900 X' 31 'A• O.I76• 0.3�.113g' p•i.'2,O0.976'-{ 1. 0.35D' 1.007' .73EWW f_ .Rtlr. OF 1�••'(��[ ' 0250• ,Q m j lab T0,545• G.5 ice„ a:a50" 4 i
<br />• fH OVICTION .
<br />�-1• o w°' r D EI TYP.z oO • 0.o5s. o.zls o,7or o.a65 75 0'. AD_SSs 9os
<br />4-4
<br />O11"WAT'r iRAOX T WAOR 0.090• p 0,957'
<br />. YN MST♦ l� r_ •
<br />M1 DIR �.
<br />11 Do2CTIg1
<br />O.l2S'"r•,_NNr 9k IllyyyJJJ A:n
<br />R!lOePED � •! ag
<br />1 G 1P n.5N1 -
<br />'"FW>' rat 19• :N:
<br />SA00" "fY.N'^aL•t[4?[JRLP. �j.
<br />e ' u a.!x117W ,a.nt»yn to g NrEZj
<br />OVERLAP 11 a}TPtiR[ J
<br />4'MMX. (.'� CORNIACLOSURE DETAIL
<br />Y MAXig
<br />M l! 0 ',r Frlror�minme /`-.2r MAX,
<br />YO•Rfvpi -'!. K•tS4kSTT' IT"DttrATJ^•N:: Ifi !rinx !Y
<br />SUILD-OUr >1 uvxT• YJr'tR s-JPC n"
<br />11 1" ONiI N IM OD: TANCE } ,T .'2 T•IPM
<br />n,IY .n lrtrE a:fn
<br />F .. enPJY rra tP- 1.0001
<br />= !I:l'C 4,fr'ICC.' �tilk• ` fiRrl't_1.0.AAlr
<br />+M H rl tl'IJ. H:•L2'«'I-I Y.<i'r �::IM Jf
<br />T " HY,.^'x V.�J1.Io,IIti 4n L[•a_14:11t JlV: M% EMaeO
<br />9 1.000' zP wJ -ter , Jx/'14tLPL :r rR•<,r nl.+-mac: :pRLta rn Y.Y a ,.
<br />A'=3'nkl%U'L: rN ss, MAX. /•\N11114tNI1 Y01,NI CIteNINr I1rIMl 5�,
<br />rf.7L•r N,_ N.T.& .5
<br />Tf- •a1AL I N'lta.la'A>TLA !'.".*v fill
<br />_n lr_,J.Lvc Ml 1.500" L;xu:a w aNJ"11:. r:1
<br />T+T-NA7 •srr>:r' 4" 14A7(• I MSN. a LN. a xs!a. pp
<br />LG'Nuae-11 FI,J4 ,Opp. La,x Isu^'trf s� r•a'nn "PaxF-
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<br />v COIWER� NL � hi•YrAS.MaKY.`. RAYT rT Y lAl.
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<br />."ir""4{nE"L CAi3 .s PPEO4MrN4CAE HVgNHN,AM IrN,S
<br />.>-t : C L,'W>I.1 J1T^, :X'X •+'XL P+tiNd.>LL 4m N2
<br />,,, .u:.fi W]N ,J.kl.tPf :, . . , MINIMUM ALLOWABLE SPAN SCHEDULE � J
<br />.WET _ V?
<br />"-` ANCHOR SPACING SCHEDULE:
<br />r. Ce\ ------ -f•
<br />--
<br />c ,AT m v w uu •r r•\P. rt. • M' �'`�
<br />24 GAUGE PANELS; PANEL FASTEHeRS a 1L5" Or.
<br />Y::r.EA w �.•ws k 4KxW
<br />a en t air
<br />140
<br />� `� 2.3^ E DffiTANC! 7/4' ED6! DiETAMCE
<br />ALLOWABLE PANEL SPAN &GLASS t` '�~ iII - rl -1; wN0[lmrr 'V up 6PMYP -e a" UP TO 10-9• k I Ittd-M
<br />•,- 1 ra-lr >J• . 4 �' .it R. • �i '( �'f A -Raft �r� ODar TYPE CONr Tree a0e 9wP[
<br />• - (�J 3j ��iI d fNexoR AN som O011r me Carr TYPE 170NN 7Y►E A If Ol'1 0 (EW7
<br />IN=; 3-- W� EwrL•Il g SEPARATION SCHEDULE: I43 � •� Tn[ C3 f2 C3 u CS 1'D C3 u t1 C2 d u IU C 13 O CI Ci Cl C3 C4 p C2 C3 Cf
<br />14W O Om 33 1LS' 1a0' iw7•' Ar 1Lr 16.0" 102" 4a" 12,9 16 0' 9:3" 6.1" E r
<br />tutu >IIC+`NMI a.Al u) a i 24 GAUGE PANELS , C� ODV#T UITRACON Lf e 7 Wr9® 93 12.9'
<br />41 12.T' 16.01liff 90` 12.5' 16,0'• a2" S.S• 12.5 16.0' &1" S,5" W ={l W
<br />uRf kaf IM I:.tlF/�0-IJ+..Y JN r�t' i 11' i• 1Y 11 (jS,'ry - LILY p�. ,f.:•_uo INq:Y.-S:�InW a 12,s' 10.D•1aa ar 12 S•3a0•' 13A" E1• 12.5' Ar14.0" 6D" Eyq F {ee21_
<br />ire 3. CJP If RYTK+Y p y;"P• ' " Li ~< ( < ■ 4E 12.5' 34LY• Low, as- 125' ]40" ■ t" 5.4' 12.5" 96A' &1 5.4' M-->ererr�
<br />..a.Cw LONIMUM STORM PANEL SEPAIATKIN FROM GLASS cyYYY R 12.5' 16.tl' A3• ai' 32.5" 3e.0" &L" A4• 12.9" I8,-0• aY SA"
<br />J `�Daa J'3'PPf y~. :• INVHZ. WIND ZON[A a ESSENTD!LFAOU7aM 31 4-' 1V^C
<br />52 12 r IS. Cot' 0• &0' 31.5' 1f.0" 34.] 60 ]2.r l6 a• 14.7" S.0"
<br />2 12.5" 16A" 9.L" 5.{' 1 .S' 36.0' al' S,1" T2 u.r 10.a' U.T• aD' 1Z S' 15.0" 141" 6.0• I3S' 3E.0'14.7" O.W.6W-
<br />sVAOP a ♦ Ri-TlNt , 5� Ib.iW N 1 Y i ' N 2 I I•. 1NIUq 2a 'S2. • 16.0'• 1a0" 16.C' 13.4' 36.0" is 11 12.9 160' 13.4^ 10.T" W(I`"�
<br />A4AfaG1ALi 30„ " P], P 11/2" dEID ]3 L1.T' 16.tl' 340' 30.1" 12.5' .0" 12.1' 7.0' 32.5' 16.0` 10.8" 6.2,.
<br />DESIGN ALLOWABLE INSTAUATIONSLESS INSTAUAUONSGREATER yS - Ol3YALTUITRNCON 41 1 I. •, 0' - p' 32, ,6 WOOD 9CR6W 41 L2.r fa17r Sa &1" 12.5' 16A" 9.7" 8.8• 12,5' 38.0• A7• 5:8" .
<br />m :x'trlN4c K4�.k;r hx'"' Z ti ¢j PRESSURE a 1xYila 0.:.:ic1 fa 54.5' 16.a' 14Ar u: 32 s' 1 .0 11,9 9-3' 92,!^ I6.0. 11,9" 9.s" v
<br />V11 Wr am Tn1 ' ati.0 -•ppSPAN RJTut3) THAN3DABOVEGRADE-THAN30'AaOVEOMOE ■ .16.9,.]2:5.A6''U-1 1 1p -M S2 12:6" 16 a• fa ]3 ' 1E S" 3i.0" 31.9" 9.!' 12. 16 D• ]i 9' 9.3'
<br />Red32 12,5' Ica I1.1• a{• a3Y 16A' BB' 3.6" al-Y' 1; - 9:6• !.6"
<br />tH:_3 Pak x:t 7'f .N G 72 12,5•r T.a•11.9 0.5' 123 76.0" 13A" 9.5" 12,I 16. 11.9 pill 7 12,5" 6.tl' 9.v S.6' 11r 6.0" 016" 5.6" 12. ' 16.0• AS' b6"
<br />fA6M 2.161. 1��4S//C rMNrD 34 12.5' 16,a']a0"SeA" 127" 16.0"19.7" 1,14" 17.5 115X'14r0.'11.E" c L. wATa cc
<br />1HOWNHERE ARE MIMMM OWASU SPARa eAbmoNrin OOMpINILTIpJIw NIMIN91rIG J4I POMR9 i0UO SR 1/f At• 4'CN O[D 33 12. 36.0 '0' S .0'],0'SO:T.
<br />.l iTn R alS 1A */•35 130. M 6A6M 21iM CONOn1016ATTOPMSOROM. Amin aDTflb.LJMA Tw,N"M in= a TAKE your AMI INOT � IN.V/-v-,a .auz, 41 iY,S' 16.a. 1&0- SSe' E 9' 16,0" 1L6" 1LAB" its" 16.0. 12. ' 1a9" TAP ORDi-CRW 41 1LS' 36,G' 1 3• 124 6.0" 0I1". ]3.S' 16A" 9:2' N � >
<br />it N•40 130.01. 6*1" Sin ACQRAaE. 4a 1I.S' iB.O" lSi" 733" 125 1d.0 115 L9:6" 32.5 a0' 12.5 10.61, y 46 SLS' l2:r 16.0"
<br />L,
<br />•v, :7 ' ,-t5 2. W6OMIWTI*M fawM OIA9RR[OUMED 1Y11e PANd. 12N6n1146A6Ala1 TIMN HINT IIOT(O POR E SS 1 S' 16,tlr i4,4" 32.3' 12,!' 14.0" 1L3• L0.6" 12,5" 16.0. 13.3" LOW,
<br />.,n -T _ �. ___ 130Ah 6ABM _ 216M - _- pp3pptT,yp ppppnpp ppwpp,ipp ypw- en _ TIC 1' T �6 52 L2.5' 16.a• lab" 12.T' 16.0' 9l" 12.5' 16.a' Ai' O
<br />A'• 'S 3N • L!3 M 41.56 130AM 646in L76M 3 iNr aMwaRaXFJtEm Fa ALL rNIaouT MaAHawTAKe HOVE. mN9N HUM aosI,Aa ARe Mot V ", !: 7Z 1LS' .0, 1 2.5" 16 r LS" ,D' LS" 1 6" T2 12:5' 36.tl' 9.1" 126" 160' 9.1" 32.5' 140. S -- ------ - , A I-!V4 HINm 33 13,5' 16.a fat• e.a It:l' 16.0' Iaa MV 12.9" 15. I6.0" 13.i^ ] • • 3 12,5 a ., 7: ,S' 1 0' 1 .S 13: J• XA cxU c eH F _-_ _ - -_ __.__. - AafY71Y E6LoourNouHRMatonwn*M&aroaRa6v.MJTLowrROMa sswrLiePSDETNLx /� 6iII . L
<br />;y _ ,µr-H•,7t - .�; i'�i '/•55 106AM 6A6M 235M 4. TAaE MPLI[Sms0m 12p nMTM aN wrtNaR 9rtroL 90LT33 AND 1NkFArR56RmMwrtN rNN1 r••r y ,+»YNJI rAArINAIr Z
<br />t P. _ .!F N-NYN% L4nn J::KV-L. •),ip 6.2M cue pl 2A3 p1 H6TNNINN/2.Y OR 6.16'O.G yl• Mv-t '. •3'. -•ffl 41 t2, S' 16:0^ Saa' 16. 1 .9" 18A" 19:f" ,4" l29" 18rD' SS.6" 11.3' ul RNNlN N9Jax 43 1L lea' TA" !.9• 12.5' 1LS" eE" 4.1• a23• 12.{' 4:6'.' 4.1• [^)
<br />T- '] :,.y:.LR ro_•h'4.S'L •:a ' a PNIBs NAY VAX wMININM UeN60",(1) OF tHE OPTIMAL TOP OR worm CIMAMNS M ,� •� M 12.5" f6.a' lea U.1" 12.1 ]0.0 153^ 11.3 lz.r E,IM 1s.3" 31.2 YROOCEUSnLNa 48 U-Vl Ii4" .9" .o' 2r 1 .3 i. 4�0` a2s' .r 41 4.01 t iL
<br />if�aii it cJNN!Rr.r; '+,=.a. ^Lw.f;; •Ms [[ N•65 SSA In 6.]IM 2.72M *liana PeI MTNL'M1 us"m,Y MouMnao COMomON SWAN 0"AREtoww"N. X S2 12:5' 26,a' 1&0" 13,a' 12,5" 16,0" 15.6" ll.l" 12.5" 16:0' 35,5" IL.1" * 52 t3:S" 14,y' S.S 1.}" 12.3' 4.7•' 4.N 43S 3• I:T" N.O
<br />F C•t3T3,d ?Ir a>CO\\IVI'P '•. M+L`. H.l1CA "n>PS. VJ7-r Lgy7�I „
<br />g r,.,rrr•, ht I,YV " "' ' Nxi 31WL>!t': ct lie :r. Ira x. wl-uu,Ll•s 'wl II166p y70 Ain AN12 I 290M � � ^ � � � 92 12:5" 6.0'• 5, 1. „ f. i„ 2„ 12 16.0' 355" 11.2 Mlwr/ 72 5.23" 12.3' 4.r' 4.D' a25' ]z.l" f.7" 4.7 2!• 3.3' 4.T" 4.0" CM ^
<br />27L M 6.13 M 296M .J i 312C f 1-LFW01wD 13 62T' 30.3" 425^ BDYiE DISTANCE 425' 6.4
<br />M:%'A OT aTYr. aurEilp F:1 YAr TL^.T.-i) OORNOUMT R: ♦ T2 `
<br />rtJPTarNr
<br />PJ.'Yl:fi � d Tc'
<br />4wrJP 11*I.lA1 L..n -w1y arm N _H zarn t
<br />U)
<br />r'f®n1^TT NNIn 0111 ,N1M11 WiJIN11 I n C• 7 . 4,W1 _W.') .'� nlWNlll!IRMJON 41 42S' a3'
<br />,l: irk .9^eri� m xrC � - ^ 49 42S' 7.1•- ANCHOR NOTES: f�
<br />EMI4VC CnC•E-ITiLJi! _ _ _
<br /><x1.-r xis,,A.E N' •r m ,_ wtcllq u wi ,fir _.e 7rIY clYNlvxl.: MnY" z N 72 i r>-� sz a2S' ai•
<br />rtR:», VtTL`, a4,t'ti. •« /> YMLL HOUK SUTION f..JeFlJ7!!x W'r. r'JAIN:i•x-N N'6vrY1 •:c+; tpltx•AaV'A<LFI'l'tTF to N-'f1°"'•"' L. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS' CERTIFIED HEREIN, BUT ONLY PROVIDES N
<br />J,YJJ.LII NJ,: 9� I L:R w_.lu_ SPAN SCHEDULE NOTES: zj TS MAXIMUMALWNABLEANCHORSPACINs. MNUNUHALLOWABLESPANSANDPRESSURESINDWATED � U
<br />zz4 c� ,N'r'tM1Uu 23 11.5' ]6. 45 a7• &15' 1L7" a26 10.b TT�,t
<br />V IN SPAN SCHEDULE SMALL APPLY. 4
<br />- rNR'•-fd-SFri Jr, tv, 1. MEN SPAN SC1�IA3$ WITH NWAYM N9t PAp6 RdTOLUND I,rwN 1IllluJlou 41 33.r 19.7" i•23'• 9!" a25• 14" GVi
<br />�l :. ENTER ANCHOR sCCEOILLE BASEDOfi PANEL FASTENER SPACING, THE ExisT1NG STRUCTURE
<br />r w:nv '�'`' 9:NN'f Otn,i ANx.:,A r»N9frtM1 OEM PANEL FASTENER SPACING TO mMM1I11UI011 49 425' ]3-7" &3S" Q3" 2!' A3' MATERIAL&:ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUALTO NEGATIVE DESIGN
<br />r ry t
<br />rTrx:',R�17r1 ••'rti•'P"!^PI`u "� ,r ,NAv vPJ3v .. W. DETERMINE MAX9MR4 ALLOWABLE STORM PANEL ¢ " 62 6.2T' fO�W" &25" A9" alb' 9.3'
<br />NATA-c :l,r. Dk6P5 •I�' W �17eee j � •, LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN,SIE �j no .rot >v„AS ysrvuenAe SPAN. SCHEDULE IS ACCEPTABLE FOR USE WITH I 2 25' 0 • 5" IS' 9. • CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
<br />,nrar.'xrs.•,', F I n'W» POSITIVE LOADS LESS TITAN OR EQUALro '��' I/+'r,-IN•Hlxro 23 L1:9" ]a.a• T.s' Ta• 12.6' 13.4" s.z" aD• azr ]z.r 4.L^ .s" SFIEET2WR IDENRFICATION t>F DOrNECT10N TYPE). O
<br />i , r rLln.xx a:�'n sre:t l' � xl•3Na•rt a NEGATIVE DESIGN LOADS, +` is TAPCOM 41 3LS' 35:6^ 40• S.N b25" 70,3' 4.2 4,tl' 425 10.Y. 43 4A" Q
<br />L ..a'FJ at_n•:J x M . I.IA I#H,ApY RXI 2. 'PANEL PASTEIMS• ARE STUDS USED IN
<br />K'1o6'm9w>* iaTM E 3. •PANEL PASTENEgS' AAf STU.D9 USEb SN OOM)UNLTION WITH ALL MOUMRNG EXmULSI06B
<br />.*, cF"I.v, ru rDM X.• 4T}-^IkT 6f4m0v-+- < :It IVN o flNrdtN<Y $ N. SLS' 7,3' a1• ILD ai!' 1*.7" 41" .ir az3" =.I- tv 4.0" ('F"-TRACK, STUDDED ANGLE. ETC.). USE 6.25`O.C. PANEL FASTENER SPACING TABLE VALSS FOR
<br />CON UNCTM WITH ALL MOUNTING EXTRUSIONS Wf wl pur6 WAIRMEO NLNMP 6
<br />aA 6t "•r''�' ,• 4! " 'vrLB'LClllla!' _ •"J S2 42T' iI' 4.7" 44' 24 10, - 4.1•' 4 6 MI:7' 0. 4.0" ALL •H•• AND'U"-HeADERS (INCLUDING 9UIUDOUT.CONp[T10N5). I
<br />('f""TRAIL• SYRIDDEO AMWIN ETA USE 6.25' OM IwNM n[a c � "
<br />IJ� C O.C. PANG fA57'E7El StAC7/1G TABLE VALUES OU : . 7 25" 3 .7' 4. 6. 7" .L' 4. 6 4,2" 4, HQLUDWS LSM BET STRUCTURE
<br />5HALL CONFORM
<br />WITH MANUFACTURERS' RECDMMEN[i4TI0A6.,
<br />1 i sat: J-.,-•." x AUL H`- AND'tr-HEADERS (tNIXN1DINfq aUtLD OUi £ „P* II+• r fNP rN,l,n 33 12:0" lea 141" 71.3" z s" Ida" 9.7 7.9•' 12.3 26 D° &T • ]A" S. HOLLOW BLOCi HOST STRUCTURE SWILL CONFORM TO ASTH C90 BLOCK
<br />- sJMO.3 J. luu CONDITIONS). 6, MaNIMUM 9M6EDMENT SHALLBE AS NOTED INANCHOA Sl3HEDULE.
<br />MS .L-'r + '• ti:nHt ALL WMR460UO SFT H 32:5' 36.0" 11.3' A]" 12 5 16.0" T.E 6.9" 12.9 169" 7:8` 4.9"
<br />/ ». T._ `v y 12.9' 16.0'"%7• 7d!` 12 5' 360" 7:7' 4.2" 13.5 8. D• 7:7° 6,7' T. MMMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND OTHER WALL
<br />C, 3. LINPUIR INTEIfOLATI0M1 tSElYlCNl0l1D51$ 1/••26R3'MAD4NE SCREW ! y FINISHER. WALL FINISHES SMALL BE UMI7ED TO 1/4' MAX OR SHALL BE VelUFIEO BY OTHERS TO O
<br />}'., I "t l: ,• I! � � ACCEPTABLE, OTHERWISE ICE NeXT MIERM LOAD. 9TUO W/ wA9Tlelco a •`` T �k�� Si SLS' 14tl' 6A" 7,Y 32.9 16.0•' 7.7' 6.2" 12.5' 1a0' 7.7' 6,1"
<br />Lisa M; I: b]I Cl!-3•'nPfTxrl,;'. WwOM/T 1BL'O.G L: IE'TA�I AOE(gWTELYTRANSPEl LOADS TO NEST STRUCTURE.
<br />q 7z 1 ,9".. Si.tl• 7.T• ikr ax s" as.01 T.7" aY' i2 3 16 0" 7.7' 6.2" 9. CANCRETE AN04M NOTED HEREIN SHALL BE EMBEDDED TO UN-CRAC EO CONCRETE ONLY,
<br />AA't#' R •�. -, Ir•,,,•I,r GLASS SEPARATION NOTES: O €•DRO'1110 .dI;RJ� yv N 1 y,• weEo 33 12. ' 16.0" 44• 3.9• 629" f1.S" I,I" ,1" a2 f0 3` 40" S.7" 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY, FIELD d $ -
<br />-N tO ApWlNi
<br />xx urWN1 M.11v- 41 32.5. 3.4" BY cur 25' 9 3,6' 1' G,2S' 9,2" '16' 3.7"
<br />VERIFY THAT FASTENERS ARE INTOADE'CgUATE WOOD 1'RMNH6 MEMBERS, HOT PLYWOOD. FASTENINGCIO
<br />aasuv7 S D J J •CRn! N,:71n:, I. am SPAN SC IDLUE WTY" P�TIVE OISKAR WAD TO DETERMINE � 4e 42S' I3,S' 44" al' 6,25" A2' 3.5' L9" 1 ' 9.r' 3.5` 9.3" TO PLYWOOD IS ACCEPTABLE ONLY FX7R 581E CLOSURE PIKES,
<br />FRS: CIJ.0 H ,u V , ) I#3 Iw.l cV: p1TpM MOUNT y. 52 425' ]D.6" 4:1• a.9• &34" a 15" 3.X 'a2S' 9.T' aS' 3:3" /�/\
<br />.ua y>m ek.na,.rw 1 / y F FrNT:' Q NDUMUM ALLOWABLE SEPARATION MGM THE OPENING TO aE PiummYE)- XappTMp y T ID. WHERE ANCLORS f&9TEN 70 NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN W
<br />L SOBBLLRE IS REQUIRED MR USE WITH POSITIVE LOADS ORLY, emTw INOIA1r I yp pl 7z a25' 9.z• 3-S• a.a• a19" 9.z" 9.Y' a.s• 3a^ CENTER OF NOX'ONAL Y X 4• (PEN.! WOOD STUD (%' EDGE DISTANCE CS ACCEPTABLE FOR WOOD
<br />i• I 'E a s -•»r-L, INTS"LAT10N BEhY�I LOADS IS ACCEPTABLE, OTHERWISE USE NEXT HIGHER rare T�J EMwD- ■■ gt' is FRANBNO). V1OOD STUD EH4LL BE "SWTHON PINE• G•A.55 OR GREATER DENSITY. UG SCREW
<br />71 w, ?: silts 8 xN7..E 6IFE k SHALL HAVE MUlPS PAN HEAD OR HER HEAD•
<br />Hlz Vi rr. I:r+ 3. FOR INSTALLATIONS AST9 WM OUTSIDE OF THE MV3. AND OUTSIDE OF SEPARATION
<br />IAl _ _ i 1. REMOVABLE ANCHORS ARE: DEWALT PANELANTE, ALL-FO MM S/3DiET & BRASS MLVMS.
<br />rA•. •I»r f I ter axe v" rxRr� ••RTrNIX^T^^: i v FACILITIES DI ASTM WDID DONS 1 THROUGH THE GLASS SE►ARATWN t ( n AS NATO 12. MACHINE 9CREVIEi SHALL HAVE 1/2' MDiIMJM ENGAGEMENT THREADS INTO THE USE Lu
<br />d4r-a: n' LT. N+ _n JJu'aTJ T .9 rI,1 SI?1EDIR.E IS NOT R�UIR� AND NO MINIMUM SEPARATION FROM THE ENP3Twa CONONTE &.now AV TNt ANCHOR AND MAY HAVE ErTFE0. A PAN HEAD, TRUSS HEAD, OR WAFER HMO (SIOEVAL K BOLT) U.N D.
<br />t 4O w.tUu4P't': SAiIn,vPAT.'.we... CO-31TJ NOHOW eloata wlM CIA" In AMLPIOII 20-31543 13. Ma'DMUM B48EDN9'II'AND EDGE DISTANCE EXCLUOE9 STt1CLX10At3THER WALL FINISHES. 20'31543
<br />F u: rr. lrn>an erNv- aalxrr row
<br />_ :ssrl\a.nl - WOOD ni P SMCOA TAii, 6 Mot
<br />•aw �n:3. TTr O rANIK Ap/PQMITM
<br />8 LIT' 4 OPTpnrl3 TONEOTDEl e1MUM D9TAtl - MEE%rArelt r is:
<br />SANCHOR LYfMDIitONS WHICH ARE NOT ACCEPTABLE USES. Q
<br />LJNal IN.lthr a3 tt pyyq� j 16. 1(L DIRECT MOUNTIMG NCONDITIONS.5N"` 4^L OPTIONAL EGRESS PANEL DETAIL 16. LINEAR INrERPaLaT1o" s NOT PELTaX7ED FOR USE WITH THE ANCHOR BOHeouLEs usTm an
<br />THIS SHEET. Z
<br />1. Z
<br />/110PTIONAL INTERIOR FASTENING DETAIL m INTERIOR FASTHIING rt Q
<br />xu. \P3 SJx ar1.NR. 1nEr, i r ^^r. ,•v. } ``l `(�LF4
<br />A•raer xe9*. .Nkrur.r2u i. ue-.,i
<br />P LAJ::Jt IVJL:I f'LS I!NINW,IIeINJ9fi,Ntk r',NIN
<br />�J--!P'� 1 •H• IeN:lt/FNRPCI MIJIIMI !Mt InM N.T.S. -
<br />J
<br />a.
<br />SHEET N0.
<br />SH 1,5
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