|
EZ1/18,
<br />EZ1 W/l8
<br />ANCHORS
<br />(SEE SECTION EZI. A: ALTERNATIVE EZIW ON SHEET Ill)
<br />!,' Min
<br />1" Mnl,'
<br />/t4Xi' S.
<br />V
<br />184 ALUMINUM *.
<br />� r EAST PANELQ TO BE INSTALLED AT EACH 9PENING SHALL ALWATS BE
<br />I/2' a
<br />o o
<br />o O O O O
<br />a o
<br />PROVIDED W// REAR HANDLE TO FACHJIATE INSTALLATION IF tWENDEI)
<br />TO BE INSTALLED FROM INSIDE OF STRUCTURE.
<br />V
<br />�PER
<br />�
<br />OF V(1)-
<br />nEFTNn1au dF sEmts 200D: E-Z HANG STORM PANEL SYSTEM
<br />t CONSISTNG OF PANEL + C-L TRACKS TOP do BOTTOM.
<br />ENDI
<br />:PANEL) (INTERIOR PANEL}.. QMERIDR PANEL) (INTERIOR PANEL)
<br />SEE NOTES , 3, a I
<br />ii
<br />(END PANEL} MAX-
<br />SEE NOTES 2, 3, 4
<br />I
<br />(2), END PANELS SHALL ALWAyyS 8E DONNECT€A TO BOTTOM TRACK
<br />OTHERWISE A STOP BAR ($)SHALL t PROVIDED AT TOP Of SUCH
<br />PANELS.
<br />•
<br />PANflLE'NGTH
<br />#/- 40-D P'yt' (3). IF END PANELS ARE: CONNECTED TO BOTTOM TRACK, CONNECTION
<br />i SMALL CONSIST OF 1/4'a-20x3/4" M.S. W/ 7/8"Mt3/32" YANG
<br />7EV
<br />j
<br />PANELS W/ 1/4s-mxt• 1
<br />SS. 9OxTS IN ! EA-OVERIAP I
<br />I NUT OR i/4 ex3/4 'Al" THUMBSCREW- INTO TAPPED BOTTOM
<br />I TRACK LOCATION OF FASTENERS MAY BE AT EITHER OF TWO
<br />i
<br />t
<br />(SEE 5ECtx)NS AS APPLOARM
<br />EXTERIOR FLAT FLANGES OF END PANEL,
<br />@.
<br />OF V
<br />I (4),. IN CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM
<br />:.
<br />TRACK (I.e, A STOP BAR IS ONLY USED AT TOP} AT LEAST TWO
<br />PANELS SHALL SE CONNECTED TO BOTTOM TRA,CH USING SPECS
<br />JJ_La
<br />- -
<br />JJ_LLJJILLJJ_L'L�jJ1LLJ L.IJIt-LJJ_Li JJ1 a1JJ�LL JJ
<br />INDICATED ON ROT£ 3(. A�VE. IN SUCH CASE, CONNIECTEON OF
<br />PANELS TO BOTO 1RAGc MAY OCCUR AT ANY PANEL LOAMON.
<br />3' Mau.
<br />I' ARn, r
<br />o a
<br />'
<br />o a
<br />Sid NOTE
<br />a o
<br />3• Mta, M...
<br />1` Lin.
<br />.SEETE
<br />t INSTALLATIONS ONLY VAUD FOR WIND.
<br />3 W/
<br />.TdO 111
<br />3
<br />SPEED UP TO 170 m,p:h
<br />'"
<br />(SEE SECTION EZt h ALTERNAINE EZ1W ON SHEET
<br />fYi f 18,
<br />iZ1W/18
<br />(t)
<br />SCALE; 3/32'-1'
<br />2,667-0(A OVERLAP
<br />1/4" MM, GAP
<br />"'..
<br />i 'AFtltY iPSI£Nj
<br />AIN ON
<br />VAX. 6AP'
<br />SECTION A -A
<br />tA"F„y
<br />SCALE: 3/32'=1'
<br />`��at,nr,Hrif
<br />A
<br />,NA fcP`,.,.
<br />FLORIDA BUILDING CODE Nan HI h Velocity Hu can. Zone
<br />r
<br />441$7 #
<br />amTXTarJ Ic. 24 GAGE GALVANIZED STEEL STOWPANEL '
<br />B,Lr;
<br />SAr+ DR
<br />�i�,rict` G
<br />�C�Cif+cAL PROTECTION PRODUCTS, U.C.STAATEO _
<br />aaOP S:w..
<br />ELa>T51REET -
<br />. R. Ss1ta
<br />:w,om-Nm.A=rrA,em-Wz, vwas:twtlem-zata.nwtea+MeR-.czar 20-175
<br />t� •••••�
<br />wsYr ,a re asar m dwtarP itP•
<br />rrurHHa
<br />PP.E.. aNrar ,7 r Ea
<br />NMI'
<br />ENCaINEERING
<br />ENGINEERING EXPRESS@
<br />PRODUCT EvALLIATIOtV REPORT
<br />September 16, 2020
<br />Appikohon Number IZffi9.J - R2
<br />EX Project Number. 20 31643
<br />Product Manufacturer. Ali American Shutters and Glass
<br />Manufacturer Address: 1540 Donna Road
<br />West Palm Beach, FL 33409
<br />Product Name & Description: 24ge Galvanized Steal Storm Panels
<br />Large Missile Impact Resistant
<br />Scope of Evaluation:
<br />This product Evaluation Report Is being Issued in accordance with the requirements, of Florida
<br />Department of Business and Professional Regulation (Florida Bufftfing Commission) Rule Chapter
<br />61 G20-3.005, FA,C., for statawkie acceptance per Method 1(d). The product Rated above has been
<br />tested andfor evaluated as summarized herein to show compliance with the Florida Building Code
<br />Seventh Edition (2020) and is, for the purpose intended, at least equivalent to that required by the Code.
<br />Re-evaluation of this product shed be required falkwAng Pertinent Florida Building Code modlflcadom or
<br />revisions,
<br />Substandaf`fng Data:
<br />. PRODUCT EVALUATION DOCUMENTS
<br />FX drawing #2D-31543 tied "24gs Galvanized Steel Storm Panel V-NW 3 Nw-HVHZ)', sheets 1-5.
<br />prepared by Engineering Express, signed & staled by Frank Bermordo, P.E. Is an Integral part of this
<br />Evaluation Report-
<br />. TEST REPORTS
<br />Uniform "a sttuahrrat performance has been tested In accordance with TAB 202 test standards per fast
<br />repon(s) #ErT-ASG-17-01 by Bfackwatef Testing, Inc,
<br />La and c loading performance has been tested in accordance with TAB
<br />e missile resistance a ati loll ari mill Large impact cycle ur9 p
<br />201 and TAS 203 test standards per test teport(s) 4ST-ASG-17-001 by Sfackwattr Testing, Inc.
<br />. STRUCTURAL ENGINEERING CALCULATIONS
<br />Structural engineering calculations have been prepared which evaluate the product based on
<br />comparafWe andlor rational analysis to qualify the following design criteria:
<br />1. Maximum Allowable Spans
<br />2. Minimum Allowable Sps
<br />3. Minimum Glass Separation
<br />4, Anchor Spacing
<br />160 SW 121H AVENUE SUITE 106, DEERFNLD BEACH, FLORIDA33442
<br />(954) 354-0660 1 (866) 396.9999
<br />TEAM@Et4GINEtRit4GExpgess.com
<br />ENGINEERING EXPRESS.. CON
<br />ENGINEERING
<br />Page 2 of 2
<br />All American Shutters and Glass - 24ga Galvanized Sled Storm Panels
<br />No 33% increase in a#awable stress has been used In the design of this product-
<br />: Separation from glazing is not regEared for installations DUMB of wind zone 4 and essential fade.
<br />Impact Resistance:
<br />istance:
<br />Large Impact Resistance has been demonstrated as evktenuA in previously fated test report(s), and Is
<br />amounted for in the engineering design of this product.
<br />Wand Load Resistance
<br />This product has beendesigned to resist wind bads as Indicated In the span schaduie(s) on the
<br />iespedtive Product. Evaluation Document Q.e. engineering drawing),
<br />Instatiation
<br />This product shah be Installed In strict twmpBance with its respective Product Evaluafbn Document Q.e.
<br />engineering drawing), along with all components noted therein.
<br />Product components shah be of the material spect led In that product's respective Product Evaluation
<br />Document (Le, engineering dtawiro,
<br />LlmHatlons & Conditions of Use:
<br />Use of this product shah be In strict accordance with the respective Product Evaluation Document Q.e.
<br />engineering drawing) as noted herein.
<br />All supporting host structures shalt be designed to resist all superimposed bads and shall be of a material
<br />listed in this product's respective anchor schedule. Host structure oDnd10oris whtch are not accounted for
<br />In this product's respective anchor schedule shall be designed forona atte-apacific basis by a registered
<br />professionall engineer:
<br />All components which are permanently Installed she# be protected against corrosion, contamination, and
<br />other such damage at all times.
<br />This product has been designed for use within and outside the high Velocity Hurricane Zone (HVHZ).
<br />Respectfully,
<br />"'1 BEN
<br />' M
<br />a
<br />6475 a ,rn,n
<br />Prank Bernardo, PE
<br />ENG'tNEERtiNG E1rpmss'*
<br />*PE0046549 I Cert, Audi. 9885
<br />160 SW 1.21" AVENUE BUTTE 1061r DEERFIELD BEACH, FLORIDA 33442
<br />(954) 354-0660 1(866) 396-9999
<br />TEAM @ ENOiNE ERINGEAPRESS. COPT
<br />ENGINEeRINfvEXPRess.COM
<br />r ANR N''-NNA�), PR
<br />x;r-uYwn�!�i rq -
<br />`L.
<br />Ke-nuo-;
<br />'1° Iva
<br />F'tlifLLi aNk;:.
<br />'7J-Pl( F n.X
<br />xacta <acenv++:c-:sae
<br />%CY-RfRCrI K.'AP bT£P 4 SEC -
<br />MEkEF% �• J Rf
<br />.a
<br />.1„sN
<br />•
<br />�,y,�i
<br />\ FiGIN.,
<br />:anT rn w
<br />u1 IL ov Nina
<br />C�n m, _ 11
<br />W Ac_Mci al
<br />,r.r
<br />u•
<br />G1Lt
<br />rC•;r;>c .kJ
<br />rz
<br />J a 1 : rent w
<br />: 't
<br />T-P' U.t:'r
<br />rr" rtn nYrIR''r�
<br />0 M
<br />r
<br />w
<br />1L
<br />ri;rr ::u;. -
<br />•.
<br />.0 en
<br />.a
<br />n
<br />Y : ✓1
<br />ran a'(C 4
<br />s l urt_ vs-.?HY
<br />L -n tc. r•ix
<br />-
<br /><
<br />w Uri
<br />r7
<br />"R Q
<br />I : 4w O
<br />I.A.
<br />0
<br />,.S.e Y
<br />i . Tire
<br />i -
<br />A
<br />�.Lr4ynR
<br />/
<br />L'
<br />c:F ,I
<br />rAi m 1
<br />p �Ja1
<br />N
<br />L W
<br />rt
<br />_
<br />S
<br />tJ 4a�u
<br />�t
<br />4. 3fir�+
<br />C
<br />LP
<br />Gi4
<br />Lae=rc4 •nt
<br />ap.
<br />•,
<br />N W
<br />w
<br />i1:-t alt
<br />7iL
<br />f&
<br />r
<br />F91
<br />N�
<br />rt
<br />s-
<br />7 '
<br />Ki6n•
<br />e•
<br />Ii
<br />I 4
<br />.a::.iL -. Z�➢J
<br />�1
<br />-f I I.H'AI}N"
<br />LVb'IiNJ J:KV: L- �•.r,_
<br />n-
<br />..:..
<br />M r4
<br />i_ANAT_81iRDDUi AL '..
<br />NDUNTtN,.: EXn1U 5TOHs
<br />B{:�ti:1 J1r
<br />- e
<br />r.a. J h
<br />fit I k.
<br />tw.'sE_:: z;3
<br />r -
<br />." P 1
<br />I �
<br />:.
<br />O
<br />i
<br />'.• x..-i
<br />Rg4n �co\\:n'rE
<br />"P*Pt"if�°irk t
<br />t:_
<br />-:u _rn. -:D s:.t•:
<br />. _,1. ,..
<br />.,:.; ,
<br />a-Enr.r s<
<br />..
<br />loam Ga r%,TIr;1Y12.
<br />'7Y�`Nf.r. �.r
<br />r(�jr}1 tYi
<br />:�.
<br />to
<br />i
<br />f IY
<br />i•: , :.I
<br />'•H�11.R t1
<br />° U i
<br />'-crntxD rt At Durlr scatoN 11 G''tit
<br />i r,
<br />..^u
<br />C'
<br />Uj
<br />FA
<br />7'
<br />'Y
<br />DIC114P 301 NULL
<br />mY¢CX+IS U.)�
<br />{
<br />M,111 NI I. RUImI Vt.1IaN
<br />LT J+ -sY,11 _
<br />I III.Fik.::�]1L
<br />M' Y F�
<br />L. Yb .'3
<br />d N
<br />Z
<br />'F.
<br />A H A-
<br />I ti
<br />fr.:tur.
<br />m �.a ,
<br />.IYtr_I la1-
<br />WALLH6UNi
<br />g
<br />w,H T�C
<br />: HP
<br />g�.TTDN P'x �.};.
<br />HNaIF
<br />Y IN '%-
<br />t
<br />s-,EFI.•RP %'TF]Y` T -
<br />i
<br />Lr} s
<br />�.
<br />N
<br />.H
<br />yr
<br />lit W T•
<br />EPli51 _tor ,1> :A
<br />4:
<br />V
<br />z e,NA,
<br />v•� 11 r FF 9✓,rilmu,. r
<br />r I r-ar
<br />'Q �
<br />L}
<br />pa-
<br />N a.
<br />;j
<br />-
<br />, i f1➢'
<br />_
<br />a
<br />',J
<br />+k
<br />\N sTrnM
<br />P r
<br />1 YL MAY VAIiY
<br />r 7
<br />LLI
<br />k
<br />i
<br />[:ant
<br />Ftia4: NN' atie5':
<br />Y-I »:l.4ltdttpC
<br />IE.1
<br />r-D ,
<br />rrE
<br />.g
<br />It
<br />I a:
<br />41
<br />MsaD' l.'':•',1i
<br />SrE`.E2° 1 T 0.:n
<br />rs-I'R .Nnrr:1
<br />Y31 arru.�Dar.--+-
<br />M'iai +I �.mLnzai�r
<br />N
<br />li:a
<br />kt 6.,ta.
<br />a
<br />u
<br />R
<br />Ie : dl
<br />A
<br />su; Inu
<br />M 7 I
<br />GH
<br />1
<br />P. s,
<br />P+"'k-
<br />I
<br />-
<br />�:
<br />r:L:il.e
<br />H
<br />r ,II
<br />i,�+iv
<br />J
<br />VER HECd,i':.
<br />.,'•:
<br />'' .-
<br />NT
<br />_ rN
<br />p.: AT` R.��D.
<br />�J��
<br />$
<br />ggtl
<br />�Ra3
<br />t+1- -rN*'j
<br />IT
<br />Ff. n4i"I"yVl Ci.-'Cv^.
<br />fr<€<1
<br />zg3..
<br />■■■
<br />RVt Il -': IHi'i Y
<br />1 TIIRa, OP f+~
<br />xi:
<br />T
<br />wrmalnvNc ra
<br />CIr e:�- •
<br />Im I r n.,>n n
<br />'atP-rfi M.I
<br />20-31543.
<br />f{
<br />4'C.4TIhT.IW,
<br />_
<br />R
<br />A - ;•+R
<br />N
<br />,i
<br />-r
<br />�DPTIONAL rOdl.TTOM DLOSURE Dc All
<br />_r
<br />4NKd IIW.iS,'•
<br />h4n�,�N"F091t"T •a'a"r5.s'.Y
<br />E=7 i � K:
<br />i
<br />G
<br />I�tli 4 vu T✓rF.
<br />r�rxv nf.
<br />u ^ir Flo,
<br />1 ar�Lal
<br />v av mj r. mex.wa4u1
<br />t. a mtryl,xu xwA NI tizJN)x
<br />vrtn tr r a=.
<br />.c-,tne I-', •r• ,kNix3tlpx
<br />I N{mul'-_4H 11oN
<br />r-.t
<br />INTO POURED CONCRETE C914CRETE
<br />BLOCK AND WOOD
<br />STRUCTURES
<br />S G4 BLODR
<br />A"t Ta a I
<br />ANt T IsN D.C.
<br />r
<br />IXO TAPCON
<br />ANCHOR 9 12' O.C.
<br />I" T0l' HEX I" TEK
<br />J OX'jA. FROM
<br />EiEWREffO
<br />fj
<br />/
<br />3 1 14.1' MEX HEAD TEK
<br />i
<br />0(64- FROMIf
<br />cij
<br />f EDGE
<br />1
<br />E
<br />1•
<br />e1 3
<br />1'
<br />T /2
<br />1 2
<br />/
<br />sibs am,"
<br />ss rw1T6 w
<br />i r
<br />t -.{
<br />MJ
<br />'ss W
<br />• 4 s/4• act. R
<br />o
<br />+a Eft It T"
<br />to Aar AM,a.
<br />..._.p.-g� ........
<br />_. T 1/Z.
<br />iV GIILSSTfOEI. i i.. 3ALUMM9NUM POPGEXISn
<br />jW','..-...w9.EvP__,,.
<br />_.
<br />F -� TB fPOP
<br />SEA55-'HR
<br />11
<br />1 1 RIVET
<br />N
<br />4-
<br />$€ a0rra w
<br />MAX,
<br />i
<br />p1*
<br />MAX
<br />AT at
<br />PANEL IENH
<br />rE.
<br />. PAWL LENGTHW
<br />l
<br />af A-
<br />p
<br />1
<br />t
<br />6 1' Min, i
<br />-�tj�•�) I
<br />kft
<br />a---SEPARA
<br />N TO MASS.
<br />' t
<br />! sire-2E3A2'' !
<br />OF •L"
<br />a
<br />5o
<br />i F �`
<br />0
<br />1 I
<br />j UMaSCREVt
<br />1
<br />1/2
<br />t
<br />'J'2• T/�N ANCHOR
<br />j
<br />{T ID.C.
<br />n/4 a TMCQIN
<br />ANOMM O 12' O.CCONCRETE .
<br />POURYJ
<br />2'u4` WOOD
<br />-+ REQUIRED
<br />BLOCK
<br />REOUatea
<br />S C7 W E21N
<br />SCALE 3/8-1'
<br />tL�T1�4!„
<br />SCALE 3/8-1"
<br />pnurlrrrrM
<br />NOTES!:sir
<br />MIN. PANEL LIOtlGTIN
<br />SMALL BE 2`""S"
<br />D,Cam
<br />FLORIDA BUILDING CODE Non High VebNly,Hurrtcona
<br />Z4 GAGE OALYANfZEO STEEL STORM PANEL
<br />Zone
<br />1. INSTALLATION ARE ONLY VAU,D. FOR MAX, A.S-tf. DESIGN
<br />PRESSURE RATING +F/- 40.0 P•a,f. AND B'-p' AHiX
<br />PANEL
<br />STATER
<br />4���,c:
<br />"
<br />�L f C 0 Iwo.
<br />�......•.-•_�•,
<br />�79AL PROTECTION PRODUCTS, LLC.
<br />P=/i'tl:me
<br />a1
<br />2. FOR NEW WOOD FRAM£ CONSTRUCTION: WOWWD
<br />, x(OR10 ,,
<br />' •
<br />e _ aa� sw- A. a1 A51a s1TseT
<br />Nra. =NA 0. fc +sOr oa0011 n Atha Ofi'x.
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />.,
<br />RWr[: (ab4}oea-z&4& nac {Act«
<br />20-115
<br />DENSITY OF 0.54 OR EQUALraa.+s
<br />NunrAtl -
<br />•-.�ar.a.rr,..
<br />o�cwwzlo..
<br />air
<br />nrAEtaATz
<br />Pt
<br />,. oa m •
<br />Mf¢r Sa H>E' re..
<br />Ifr ALL AMERICAN SHUTTERS AND GLASS
<br />124 a GALVANIZED STEEL STORM PANELS HVHZ & NON-HVHZ
<br />BOTTOM
<br />OUNT"
<br />(CONN TY
<br />AS REQ D)
<br />O
<br />"cn rrJ OBSTRUCTION
<br />O
<br />- � OC TION MAY VARY-.
<br />� LA r (
<br />�gW4�
<br />a
<br />'A- (CDNWavPE
<br />A9 RER'D)
<br />BOTTOM MOULT (CONN Lmex
<br />TYPE AS REQ'D) (SPAN BELOW
<br />1BSTRUCTION)
<br />PANELS MAY BE NOTCHED A5 REQUIRED, OPTI111ALY.i "r6MITCH -
<br />PROMDEP THAT CONN:C .N5 ANO � BO10 WITH WASHE5 @
<br />ANCHORS ARE USED WHICH 5ATISPi: YIINGNtfTS FASTENED O
<br />SPANS ABOVE BELOVOVERLAPS 0 MiDSPAN (USE
<br />APPROPRIATE SPANTAD4
<br />fERTI)CAL MOUNT ELEVATION
<br />2 NOTCHED PANELS
<br />1 , N3,S. ELEVATION
<br />ALLOWABLE PANEL SPAN & GLASS
<br />PARATION SCHEDULE.: SE
<br />24 GAUGE PANELS
<br />STORM PANEL# P MINIMUM SEPARATION FROM GLASS
<br />N
<br />-ifNHZ
<br />WIND ZONE4&ES5ENT41 FACIUTIESj
<br />NiAiEIMUM
<br />� �-
<br />DES G71
<br />AaEE
<br />F
<br />1 TtON#LESS ,INSTA1.iAr10NSO TEfl
<br />NSTAl1.A REA.)
<br />THAN30'ABOVEGRADE: THANWASOVEGRADE
<br />tPSF)
<br />/
<br />23 Die
<br />6.0616 216
<br />130.01A
<br />6.a61n -.
<br />.(•ao
<br />13s,0 nA
<br />606i �� 216Ln
<br />a •45
<br />!
<br />130A Ea
<br />606N 21 6i,t
<br />90 /
<br />Nr
<br />130A -
<br />fi,�In x36 En
<br />J-#5
<br />306 6 e,
<br />_ _
<br />6.� to _. - -.,-. 2. i
<br />•/-60
<br />aa,2En
<br />1 6A4ra i a53M _
<br />Sa.Bta-
<br />6.II IN 1 2.7x 1.
<br />• -74
<br />/
<br />36.4 h,.
<br />6,tx In x.a4{a.
<br />+ -7z
<br />1
<br />27,0Ip
<br />a.Y$ iN 2 Senn
<br />OR EQUAL TO
<br />ALL "H'- AND "W-HEADER
<br />CONDITIONS),
<br />3. UNPAR lNT'EITPOLATt
<br />ACCEPTA&P. OTHEIkwiSE
<br />MAXIMUM ALLOWABLE
<br />DESIGN PRESSURES 'a
<br />uS NOT'M IN LIESIGN
<br />DESIGN N07ES: BCH�uLes
<br />POSITIVEy,Ar�NT}D� NEGATIVE DESIGN PRESSURES CALCULATED
<br />SEIPRAURR TE pINIGI7 IERINEEG IN q�Cp{LL{}R}OBA.NGE W[ NIN He PER
<br />pETERMNINI IHH 1C-RppA RE VJITH)AS E7ANT�O CHAPTER,
<br />i609 OF THE FLORSiTA,Bt1ILD NG CODE SHALL BE. LESS THAN
<br />, EQUALTOTHE 11:1 IVE OR NEG'AT1VEDESIGN
<br />PRESSURE CARACITY VALUES USTEDIEEREIN FOR ANY
<br />A65EMBLYAS SHOWN
<br />GENERAL NOTES:
<br />. iurc�6[rixrrartnN uAtl p[Eu f1 ,[•u[,x aNn.cu i, nc [dnR.
<br />ALLOVWRLE STRESS HAS BEER USED IN. THE
<br />L OF RED9RD Fall THE PIiO' CT
<br />THIS.OL 110 IS USEp E"ALL aE RESPONSIBLE
<br />PDRTIHGGU FACER Sp THIA DEA1p{,kVHYCH
<br />1PITI1I TIEIg CONTRACTOR,
<br />5EALEO ENGINES RING SHN1 9E AEall]REDIN
<br />g�,. DEPLELTIQNA, OR RPANA CONTAINED
<br />ER r-Dtt ALTERNATE SPAR CALCULATIONS AS
<br />REtN'IS GENERIC AND DDI S NOr PRDVIDE
<br />1TE. PJRSITE COr1b1TI0,5 DIFFERENT RWM
<br />WN, A LICENSED ENGINEER 91,
<br />REGISTERED
<br />- SPECIFIC DCCUMENTs FOR UN. IN
<br />MINT:
<br />D HEREIN ARE BASED.ON MAXIMUM TESTED
<br />I4. F3NGIN RSEALAFFIXED HERE VATIDATEb: 7RUC7�AAL EE DESIGN TO $ GN AS
<br />SHOWN ONLY. USE OFTHL6 SPECLnCAT1ON BY CXINTA.ACTOR et al
<br />Ind ra NIFIES @ S ARM PSS HIS ENGINEER FORA C DE T SDA N ROES H L T LL 135 ACrtS
<br />[NGLODINO LEGAL FEES APPELLAT FEES EE L7 P0.0MM TE
<br />RIRL
<br />FABRICATION, SYSTET4ERECTIpIHr a CItNSTRUCTIOfN PRADTICES BEYOE{p THAT
<br />tVHICHIS CALLED FLIR?HYLbDAL, STATE. hFEDERA(;'1'.aDB N'FR9M
<br />DEYIATIp NA DF Tt715 PWN.
<br />15 EXCIT'T ASEXPREASLY PAOyIDED,HEREIN, NO ADORIONAL
<br />CERTIFILATIDN5 OR ArE1RMATTONS ARF INT€ND�.'
<br />I6 ALTERATIONS, AbfnT[OrdS, aA OTHER MARKFMtS TD THIS t%IEUMBNT
<br />ARE (rl¢r PERMITTED AND INYAISDAT[ THSE CEitTIFICATIDN,
<br />II PANEl53HALt BE PERMANENTLY LABELED WIM`A MINIMUMOf(i)LAB EL
<br />PER EVERY AMEEr,{ONTRININGTHE FDLLD4YTNG AIFORMATION:- -
<br />ALLANEWCAI{SH UTTER5 ANDf,1A95
<br />W T PALM BEACH.
<br />T S 201. TA5I z & TAS 201
<br />.� FWRIDA PRWUCTAPPROUA.NVF036K:
<br />VISA ECALG:l0131643
<br />'II
<br />wR)rLie{NEsrmaEXPprbecowaroRE A
<br />FOR' I Na. CC3. TlaaciNA 1@YDNTSa AuP ,
<br />MINIMUM ALLOWABLE SPAN SCHEDULE
<br />UMMMMIMUHIMI
<br />1111111
<br />®titAitit�.'a[EA.
<br />.
<br />MEN.
<br />.Fs'Si
<br />m��::il�REiiiWiRi7W174E�EfiliiiiE'"'1•.1
<br />RE;iIYl�E�7�
<br />1�E"'A
<br />.
<br />�.r'-JI�
<br />•-1%
<br />A
<br />6Eai/UA[.'-37
<br />t
<br />RL'i#IAE7i
<br />lh3rilR
<br />pE
<br />W t
<br />2110
<br />"''
<br />.�f27a
<br />lE3itl'T..iE�dE�LtJiC�F�i10tt-7x
<br />tt�I
<br />M5NGD1S"MOUNTING COMBINATION
<br />REAI�XtNV3CRb WMEN PANEL IENGrHiBGIwATEA THANTNATNOTL'O rON
<br />Y 5[DEtt13SUPiB t rim ALL aUI MOONra titYAE1EAf30VE. WNWESNNE Q13ELnE6MENM AEaU REO 100U1'
<br />V5E0 WITH alI710DriT,rC11NnNG Sa+4RATiaN WiON GLAS561fALLUE IM ETpw SOlmIr1WK: REG!'tRED
<br />4.00 Ar4125TO S.Zr32Na{YRIHCm WnHarr STL,Oi PDLi51 AND 2a9a PANEiS,2RRrNWITH YAral
<br />FAS PANEL :1x.5'OR M'WMIG
<br />S PANELS MY 7b•M04;ANYUSING ou"NO000C TION SO4NNW OR SDITOM FOR
<br />MG ,bEYAtL'K' ANY MD TNF3E Rw NaS,.
<br />OABdi (RHt ), IJ6lNB UNiiNO CONOSiION 5r40twN w b W1
<br />PANEL INVALLEO
<br />' FAOM lN,EntOrY
<br />A9JAC0Fn
<br />PANEL
<br />L
<br />K "CMX2"S,E3 qv
<br />w/aP. MUTa WAI e
<br />ON INSIDE PA_M
<br />Pohl
<br />s
<br />GLASS SEPARATION NOTES: O
<br />1. ENDER SPAN SCHWULt WITH POSITIVE LION LOAD TO DETERMINE
<br />MINIMUM ALLOWABLE SERARATtON FROM THE OPENING TO BE PROTECTED,
<br />2. SCHEDut.E iS RERUMw mR USE WrrR pos TINE LOADS ONLY;
<br />MOUNT INTERPOLATION BETWEEN LOADS IS ACCEPTABLE, OTHERWISE USE MW HIGHER As
<br />LOAD. R.ybr
<br />1 FOR INSTALLATIONS OUTSIDE OF THE HVNZ AND OUTSIDE OF ESSENTIAL
<br />FACILITIES IN ASTM WIND ZONES 3 $ THE GLASS SEPARATION
<br />SCHEDULE IS NOT REQUIRED AND NO MINIMUM SEPARATION FROM THE _
<br />PROTECTED OPENING TS-.
<br />$ _ O
<br />3
<br />L OPTIONAL INTERIOR FASTENING DETAIL
<br />N.T,S.
<br />i9
<br />M ONAL EGRESS PANEL DETAIL
<br />INTERIOR FASTENING
<br />MMKBD{W+RDQ P¢
<br />F PE[N•1651P CA tr�S,
<br />a f ;
<br />r2:250 Dosa"oes�p„ 2.z5D" u aU Sluux' wlv.,m,„.a
<br />'{ l�z 2Ed" 0;7str p 1p i z _ P 1'cp u.c
<br />0:094" �'I'0.094" {�
<br />.1x1^. 1,930" 135' r- .:930" 1.180"m-'I` --8r`''1N- -O0..O09542"" --'•Hj1 "-^HEADE.R 0.G94' � d,Q8' :aDqi� �z5"
<br />p6x"00
<br />g
<br />IN
<br />1a,F-cPA
<br />4rcr.1201w nTYP TYP
<br />0.3 482" O.�`I7RB^..E. -Iu �
<br />T0G:1'5 B - -10T0A!N 0 ,
<br />A3UDD07YP
<br />$fI(ii
<br />V<o3i NF<iYMti1,
<br />H
<br />s
<br />:�i.N 1iZ1,45t .0B07n 5"PAPNANEP L ELNI EOLL,EVNFG0A0R.,931067"59-"x.
<br />:. .T Ijll�phl 'EK a S,et_'F
<br />'pp��tl-M-IfTif.yE0. p'a, 42.0
<br />2.Oll D•090'`-Oi7
<br />00"1"-,25 OD
<br />nY-D N-VI
<br />51 1 560"-S1fl" r1.5a0"M00:313"
<br />'65" 0.37615b5 D119 05D:3SD1, ;45a,
<br />"
<br />•0.. :9".
<br />' 37°
<br />r' os ,:.-T. ,
<br />0190. 7S"5
<br />OS� ASD
<br />�T D
<br />A-DraDiss N
<br />TYR, Ty. 2.o.9
<br />9ULb-CUT 'P TRACK vn'N•r.•L
<br />! l!
<br />.(.N$$to,9ai
<br />flwm. 1RACK 11�-r� INA�T REYHCLE A9iER
<br />.tip Le nu„i. I D.i4D ":'
<br />w -n P JTn zl.uu. � zh LEI
<br />n
<br />yR4 r rx KRa ti 'e!, s ta�i11
<br />:i rat:;; _I.etal TDM- 012 "'"'--.lie LU
<br />-rye REhNSEri: f''� S � CLy7 a7 `qa��,'•
<br />.�i �e ar•J-Rn-+Ju. "F' ANGLE W.tC!( fDliF1VDEDl 5 Nr'"
<br />1000" , Y`D GI Y&'RZATCPi
<br />II ". E;AkL r .IaiY-(ill tiI rid rli C3F
<br />OVERLAP I u..r =i.t a N
<br />4"MAX CORN9.CLOSURE DETAIL
<br />A
<br />0 a tr P5
<br />e.25" MAX, 333 a
<br />er,� _X%niu BUILD 0l1T to a Neon. ui�W Oa
<br />/:l: l_mII MUIINI f1tiSURt11FM11 rosnn DISTANCE
<br />trun Nrvrrr{ 1.ODD° J
<br />`' EMBEDE.
<br />d
<br />OVERLAP D-y1uWf 3.t20'.''4v
<br />P1A7C,
<br />'3 %,-s> ti,+,KvJ: :_::' .:n uD-OnrNrnlNclrillllk rFlnn .
<br />Y L fl l_ cMAX.00 1
<br />25°..-
<br />,f4T.5..
<br />.s.
<br />L
<br />h n-Aa-PAL s�. -4'MAK.. MIN -w•,�-ill-P to F,;>�wct' 7[
<br />r S'lx,: I+.,tla ,.. Teen :,P.aa -;I r=�--.,'., r n-. mP•uP-^ ' 'a:
<br />^C00.NERCLDSURE DEI/11L fi•CS^H M}:'. M e7 p:
<br />U BED
<br />:- TRAP MOUNT CL9SUREDET `"7"T IFD w+iTft � �'-� $.
<br />F lY AIL hCT: it 1� x g pa ,I..
<br />V N.T.S. IIPP,
<br />- l0 EENNBtCOFE
<br />20-31543
<br />PAda pERERrP1iaN! -_
<br />�S
<br />ANCHOR SPACING SCHEDULE:
<br />24 GAUGEPAr•ELS;: PANELFASTENERS®L2.S'OC,:
<br />swim
<br />-
<br />MM
<br /><
<br />�E��E�E�f��
<br />E�
<br />RR
<br />�.
<br />®F7
<br />fmim
<br />MG
<br />IMIM..........:...:.j
<br />a
<br />/ /
<br />r'l
<br />MR
<br />M
<br />/
<br />�
<br />J !
<br />f%
<br />/
<br />WIN
<br />IN
<br />/ /
<br />l
<br />fir
<br />W
<br />%
<br />WA
<br />Ja
<br />M
<br />JIM 3WWI
<br />/
<br />�%�J/fi%
<br />/%10
<br />we,////f///®fir/////..r/%///.
<br />�• I�I
<br />MMENNINMR/MR/
<br />�
<br />f
<br />EmmaR�
<br />'
<br />��
<br />C
<br />N Wr DISraN,
<br />ANCNOA ►RESSURE
<br />TYRI PS
<br />RVNr Lip ICY n':IY
<br />'N 'AN.IN IOffla•
<br />PAN }P-lf lit'- IY
<br />1 I 1
<br />aQtltl TYPE.
<br />Ci a O C4
<br />CONK TYPE
<br />C1 CZ C3 C4
<br />WMN TYPE
<br />CI CZ C3 Ca
<br />1/ 4.-EMBED 33:
<br />I A4'Kr'uHW 91
<br />4B.
<br />5Z
<br />T2
<br />12 S
<br />16'(Y 1G0
<br />1 9"
<br />0
<br />Y2 S'
<br />60"60
<br />3,
<br />7 "
<br />1 b
<br />12 S
<br />1.➢"Ib0 67"
<br />6
<br />x 26
<br />16 b
<br />0 ib
<br />&B"
<br />1 25
<br />6 '
<br />1 D
<br />13¢ lei"
<br />1.51
<br />14B 6¢'
<br />40 6.
<br />S
<br />1 5
<br />60
<br />7 60•
<br />S
<br />160"1a7
<br />S
<br />I2 '
<br />x2 5'
<br />160 160
<br />ISa 14 7
<br />69"
<br />8 D"'
<br />125
<br />z
<br />1 S
<br />36 0
<br />1 . '
<br />6D
<br />1 7
<br />a
<br />1 4T b➢"
<br />1? 5
<br />^ a
<br />166 1. ] 66"
<br />D
<br />n' L4 t 1 ❑ae[9 1/t' 33
<br />4Y00DSCREW 41
<br />iB
<br />32
<br />72
<br />E25"
<br />16,0 160
<br />101"
<br />12S
<br />160"121
<br />7 "
<br />0
<br />125'
<br />�-108
<br />16 0 62"
<br />125`
<br />6. Y4
<br />1 0' 1
<br />I"
<br />12S
<br />1 0
<br />60"
<br />6^
<br />97 6..
<br />125
<br />I...
<br />125
<br />123'
<br />L25"
<br />16.0 120
<br />16.b it 1"
<br />16.01, 9.6'
<br />7,0"
<br />&4"
<br />&$"
<br />125
<br />Iz5
<br />1Z1511
<br />"
<br />7b -00"
<br />16.0"-95"
<br />96 3.6'
<br />86' SH"
<br />5b"-
<br />125'
<br />12 S'
<br />125'
<br />160" 9.6 b6"
<br />1E." • 3.6" ➢ R.6
<br />16.0" 916" 5.6"
<br />a' 1 3 11 x1-14'CM CD b 33:
<br />YAP ORa'CFAS" 4%
<br />4B-
<br />R 52'
<br />ra-
<br />125"]fi.0
<br />161.0 "
<br />1 2S
<br />Y 60
<br />11.`
<br />S
<br />1 5
<br />2
<br />160" 102
<br />12.5
<br />�6;0 13: "
<br />]
<br />i 5'
<br />2
<br />6. :':9"
<br />t o
<br />z
<br />2
<br />1 5
<br />1 s
<br />1, t,
<br />L2 5'
<br />16,0 ILA"
<br />1',I5'
<br />0' 9,1'-.
<br />12 5'
<br />L2 V,
<br />16:0 10,5"
<br />12 5'
<br />1
<br />2
<br />1 9
<br />715•z' EMBED
<br />/ .tl6° 33
<br />All PIIINI'(,rR YK: 41
<br />v'OOD Bu5HD10 48
<br />y 52
<br />» Y
<br />12.5'.
<br />16.0 Sfi
<br />7i3"
<br />12S
<br />15.5"
<br />60 .5,1"-
<br />12 S'
<br />13.BP i3" a. " 5 6
<br />lZ. S'
<br />16.07 ¢'
<br />S:9"
<br />12 S
<br />12.5"
<br />12..5"
<br />15.41, 5.9',
<br />F62s
<br />12.6'
<br />74,2 3 3'
<br />-07
<br />5 S
<br />1 3
<br />A7 n"
<br />62
<br />1 4:Y a
<br />B 5'
<br />,?
<br />3 4.T'
<br />4: ¢"
<br />' S
<br />6.?
<br />32.6'-'.
<br />4-1." a.0"
<br />d•23"
<br />32.3^ 4:r" -4:Il"
<br />ANCHOR NOTES:
<br />1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN BUT OWYPRO
<br />VIDES
<br />MAXIMUM ALLOWASLE ANCHOR SPACING, MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED
<br />IN SPAN SCHEDULE SHALLAPPL ,
<br />Y
<br />2 EN E11 CH U L EXI T ANCHORS ED LE BASED qON PANE FASTE ER SPAC NG THE STING TVEMDESE
<br />E N I, S R
<br />MATERIAL S•ANChIOR TYPE. 5 ECT DE GN LOAD
<br />TH: N OR URLTO 6GATEVE DESIGN
<br />EL $I OR A E N R
<br />LOAD ON 5HL717E AND SELECt5PAN GREATER '.HA S E R TEAT MORE EQUAL HUTT UNTINGDETAI
<br />Q
<br />CONNECTION TYPE BARED ON APPROPRIATE NgN1NTiNG CONDITION (SEE MOUNTING DETAILS ON
<br />SHEET 2 FOR IDENRhTCATION OFC6lNNE'CTIONTYPE).
<br />3. 'PANEL FASTENERS ARE STUDS USED IN COW U I1TH CTI .V L MOUNTING
<br />N ON AL NTING--:EXTTiU5tON5
<br />°F"-TRACK STUDDED ANGLE ETC: USE6 5 O.C. PANEL FASTENER SPACING TABLE VALUES OR ( ) z STEM R GIN. T 8 LU S F
<br />ALL"FAND °U"-HEADERS (INCLUDING 0 T"CONDITIDNS).
<br />4 ANCHORS SHALL BE ONSTALLEOIN ACCORDANCE
<br />WITH MANUFACfIlRER5' RECOMMENOATIDNS,:
<br />5, HOLLOWS HOSTS UCTU 5 L 0 O TD T 9D C LOCK TR RE HA L NF RM AS,MG BLO K,
<br />6 MINIMUM EMBEDMBNT P? L. A5 NOTEDIN ANCHOR rw OULE,
<br />7.
<br />F1SMHEMS.MUAM EMBaED5MHENT AND EDGE115TANCE EXCLUDE:STUCCD, FOAM, BRICK, AND OTHER WALL
<br />ES SHALL BE IIM17E0T 14"MAX OR LLBE VE IE YD HE O t 5HA RIF P B T R.5 TO
<br />ADESrWTELY TRANSffR LOADS 70 HOST STRUCTURE
<br />e: CONCRETE ANCHORS NOTED HERE SHALL BE D , O U tKE CO ONLY,
<br />IN EMBE DEDT NDITI D NCRETEON Y
<br />9. WHERE EXISTING STRUCTURE IF, nN00D FRAMING, EXISTING CONDITIONS MAY VARY, FIELD
<br />VERIFY THAT FASTENERS ARE INTQAOEQUATE W40D FRAMING MEMBERS, NOT PLYWOOD: FASTENING
<br />OR HEX HEAD,
<br />DEWALT PANELMATE, ALL P•O[HTTS 5'DISD-SET a BRASS BUSHING.
<br />AVE If2' MINIMUM ENGAG6,iENT OF THREADS INTO THE BASE
<br />A PAN HEAD, TRU51 HEAD, OR WAFER HEAP (SIDEWALK BOLT) U N.Q.
<br />EDGEDISTANC� EX
<br />CLUDES STUCCO OR OTHER WALL FINISHES,
<br />DND I SWHI A E TAC PIA U E,
<br />Tr S. CH R NOT CE BLE S S
<br />DI IO 7 NS
<br />NOT PERMITTED'FOR USE 4VI1'H-THE ANCHOR SCHEDULES LISTED ON.
<br />+� 3
<br />LU
<br />W
<br />Q
<br />11
<br />N
<br />N
<br />2
<br />O
<br />O
<br />CU
<br />CL
<br />cn
<br />vCU
<br />CU
<br />W
<br />L
<br />O
<br />N
<br />0
<br />CUO
<br />CU
<br />-N
<br />CO
<br />'0
<br />0-
<br />��/
<br />Cl.
<br />i
<br />. a:UJ
<br />e.�A
<br />CL
<br />Q
<br />z
<br />z
<br />W
<br />J
<br />C1S
<br />,
<br />'C7
<br />> W
<br />C:)
<br />o s
<br />C n O
<br />gypp_�-"•_���
<br />r
<br />L•j
<br />C f0 co N
<br />A
<br />IJI N _
<br />W y O
<br />3 =' ou x
<br />G
<br />V .
<br />CU aid Z1
<br />L,A ry
<br />i O G
<br />ca
<br />2
<br />>,
<br />C E
<br />O
<br />.o
<br />CU
<br />I
<br />0
<br />L_
<br />C
<br />IL
<br />Q
<br />U
<br />CIO
<br />0
<br />L�
<br />U
<br />W
<br />cl)
<br />�V
<br />W
<br />LLI
<br />Z
<br />Z
<br />Q
<br />J
<br />d
<br />SHEET N0.
<br />IS
<br />1If
<br />5
<br />
|