HomeMy WebLinkAboutProduct Approval Florida BuildingCode unbind Page l of 2_
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Appncationstatus Approved
t3mments
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Product Manufacturer: Expwt.5hutter Services,Inc"
Address/Phoae/Emali 1626:$W BEEtmOreST
PdrtSt.'LUOe,Fb.34984
(771)s7-1415 Eiit 06'
'pert'-ftol.com .
Authorited S19pature Micltgei:tleissenbeM
iaNex4ettiCnract:rarn
7ecbniral ftepreserrta[ive Oichael,Helvsenberq
AdOassJPflprWomail 1626 SW B ltmore 5t
Port St Lucia FL 34984
(772)871.1915 Cxt.1061
CaQEkperlQaai.cotn
Queiity Assurance Representative miChaei.tieisse'nb,49
-.Address/Phone/Email 1626-$W Biitriore:$t
-Port 5t Luca,FL 4,
(77Z}873w19i5 i+kCG�:OS
CaiiEzperii�aul.coin
category Shatters,
'Subcategory Raft-Up
Compliance.Method Evaluation!report front a Iorida'Registered Architect ora z.icensed.Florida
pr'Utessimm)Engineer
Evaluation Repo rt-Hardcopy Receiver!'
`nonda Engineer or Architect Name who developed_Ehe, Walter_A;Ttliit Jr. P: :
F•.Vaiiration-tteport•.. .
f'Iorida Ucense: :3?E.4glti7:
:'QllatiEy.A53tiranCeEntiL,j National Accreditation and>`tanagernQnt 4nstit0te
�QuaiityAssurahee Contract Expiraiieri-uaie i 2/31/201& 1 . .
Vafldated�6Y John:Henry Kampmann 3r,,
�= valldation.ishecmist=_Hairdtopy.;Reeeived
Certdicate of tniiependence _ rt I %xt r:s <.p-1•i r k r n,�r,_.a�, z_{�k-rf
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Referencesttiandard andyear{of Standard) r
sc�naa d Yeat
SECTIO Nr 1609.1.2 ASTM-E*�1996;E-1686% 2005
SECTION IWS US 202- .. .1994
SECTION'.ViS:5:3 ATM E-334 1002
E4uivalence of Product Standards
Certified By
Fimitwucensed Professional Engineer or Arthitect
Sectlohs_from,tt e;Code-
httpd/www.floridabuildin
g.orfpdpr.app.__d i aspx?paraiil=uGi:,VXQNvtDq,.,zkl\'Le5g4OV... 81201201.7
` Florida.Building.Code Onfine Nge-2 of 2.
Product Approval.Method Method.i bptidn D
bate Submitted "06108/2015'
Date Validated: 06/23/2015
Date Pending FSC Approval 06/28/2015
Date:Approved- '081.18/2015
y ttmary of Produt t. _._ .......'
FL# Mod¢I;Number 0 NameDescrlpgnt
12246.1 .. lNautlws.Rolling shutter System`- 'Nautgus Rbihn Sbutter:Systcm
Gimlts or Use Installation Instructlons
Approved bir use in H4H71 No t ' '1 3 r FX.sF r c. ,i'�tt
Approvedior gse outside HvHZ,:"Ye,
Impact:Resistanh Yes, Verified By:,Walter A.Tilllt PE-44167
Design Pressure +1601-160 Created by Independent Third Party:Yes
Other State Missile Level"0-wind zones.1,2,3 and 4(basic`protection Evaluation Reports
;bniy) Pressure rating t30-30p,s:t.at20'-&span,and'titi0,•160 7t.,j.? :S23 t' hzfsti s s'..i+aT#�?y��tffz'E
P•s:C
8, 111*slip;5eesheets l5;-16 and 20`for"additlonat
pressures•ands any: .,. Created b pendent Third Party;Yes
LOnla!Q U9::1!)4lt Hnrtb Montoo Street.Taitahts�rr Ft x7:},yO Qltnner 6Sfl•as7•te24
Iho state of Floridaisan AAICED:egipioyer.Copyright Ia07-7013 Stair gj.flnrtd� PYtyaCr-Statement;:,Acfl:.5itf1'.itr 5tatmnem :$gf, ryt1 S, lrSvmt nt
under Fiedda,law,entail Wdresse5 arc public records_if you tie net wan,your evtla.t addres3,released in response to a Pub k4ecorlfs request,.do riot send elcctrontn
mad to this entity.instead,contact the of6Ce by ptionaar by traditlangl rnail,gl yo0 have any.tjuostlons;:pleas0 enntai<t a50 4a7;t395. Porwdnt fo Sestlon 455:275
:(1) Florida 5talutns.ofrective Octnrisr 1:2d12 ilte6som Arerewd under Chapter 455 F 5:mustpr6vide ma'crepgitment with an:etnail address it th_y,have ooe:Ti e
easel$prouided inay.be.sed for offkia!tommunitagon with the ikensee.However emall addresses are publiciecard,tf-'ydu do not wish to stipply:a�personal address,
.Please Provide th'Department with anemall address which ran be,mad to the public.To detemtine it yoit are a lirenw-undor Chaliter.a55,FS.,please__
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POURED&:0 CRETE WAL. EXPERT SHUTTER SERVICES INC:
(tari IL:1 ML h>;Np.N:4RSHL GLYCAN
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TYPICAL MANDATORY PROCEDURE;FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED To jTS INSTALLATION'
INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES (*)
STEP'1t;ODTAIN,.IOH SrT'E S 1t S.D.DESIGN PRESSURE-RATING(Pc:L)FOR THE OPENING AND DESI§EO SLAT PROCEDURE:4t IF MULLIONS ARE.USED BUT'Wi0 STORK(BARS
SPA14 V.14) PROTECt 17{SEE GENERAL NOTE 732,SHEET 11
t,'MMMULt SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT WIQ STORM.BARS,SHALT,
STEP 2:ENTER TO;CWATS (Ia. Ib .8 11y`) THRU`IC ON SHEET 16 TO:DETERMINE,BASEDOti AN 11i�" BE BASED ON CHART Ic ON,SHEET 15.q WILL L BE MF-A§UREO FROM BACK,
T+SLAT SUP-Qn),ANCHOR TYPE AT SIDE RAI S:F.S:0,DESIGN PRESSURE RATING(q.s.f;?:THE: OF SI.ATS:TO GLASS.
REQUIRED MAY SLAT SPAN"u II,
2,ENTER SCHEOULES'la.THRU'P4 6NSHEETS 24,.25&26 Wt A.S:D.I)ESIGN.LOAO!.M)l YIMOM MULLtOSI
. ..THE_fiOtlOh`ISvG'INFpRt i,ATtON i$.PF2:3VIDED AT L'HARTS I THRU lG. TO FROCFEC W 1WTt# WNXIMUM MULLION$PAN(REICH)itllALLO<b'A 8Lc-.
PRODUCT INSTALLATION YERifiC ATtON; INTERPOLATION IN:BET WF.ERSPACINGS FOR A GWEN{Gi:fz j 2&:G3).fiiUI.LIONTYPE&.
:MULLION ORjEWA,71)N,
•i ENTER A..11:DESIGN-KESS IRE C ATtN+a:SEE'STEP,.ABOVE :3,SEE SHEETS 10,Sok fl.I 1A,12,12A,13&13A FOR RE0U1RFD:&IULLICN CONNECT tUt2 DETAILS"AT
• FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE:INCLUDING ANGHOR TYPE;tHE TDP&BOTTOM F,OR FLOOR TO CEILING(TRWPEDICR+ttj[:13.MOUNT1143S Ot'MULLION$INT 0
FOLLOlA NGDEFINFCION FOR.SLAT SPAN SHALL BE'CONSIDERfA; CONCRETE FORA"GIVEN MULLION TYPE{G:t L+Y .L &63),
G
'p� j.: .i RE' r
1.eatis THIS IS'l11EM,NCIMUN'ALLQWAHLE SLA;SPAN F0R3'YHICyA.GIVEN.iT�^'St.ATS1:.3i'M'f�Y�BE ROCEDUFC4a:iF.ESOTt9STORht�BARS&lA4ULl DN A U,,rER {
OSLO.FOR A GIVEN!SZ—DESIGN PRESSURE RATING.
t:MINIMUM SEPARATION TO-LASS SLFTS IF,BOTH STORM BARS AND MULLIONS ARE,USED
•
MINIMUM REQUIRED SEPARATION TO CLASS IS PRoVbECi ON cw"R7 Ic:;PZt7L!4ES SEPARATIO1.1 SHALL•BE BASED ON CIiAq 1a,ON SHEET`75,IT SHALL 9E,MSASURc'A Ff20M 6 iCX OF SLATS rt3
Tp GLASS'FOR PROCtLCTS YJLO 9R Wf STORM I;A;S;SEE S7EP�s). GLASS.
STEP 3:OBTAIN INFORMATION ON mpouGTS'SIOE RAIL ANCHOR SPACING REOUIREfANTS FOR: 2.,ENTERTA"BLE'3 ON GHEET 22 YV!'A,S.D DESIGN LOAD sTOrtt SA Sf ACiIJGAN DETERMINE
i~ONNECTION TO,EXISTING$TP,Us.TURE FROM ANCHOR SCHEDULES.L'�;'Po&W ON SHEETS 16: MAX
(IMUM STARMI BAR$FAN(HEIGHT):
THRU t&,ENTER SCHEDULES ATH FINALLY DETERWNEO ANCHOR TYPE.SUBSTRATE,MOUNTING
TYPE,AS.O,DESIGN PRESSURE RATING&SLAT SPAN AND OBTAIN MAXIMUM ANCHOR,SPACING 3;E TIER TABLES 2 OA 3 ON 5NyET 73.�1T31 A:S,U DESIGN PRESSURE R(TTNG'Ah O STCRtd EAR
(tNCHBS:ON CENTEP.S),:SEL GENERAL'{DOTE T ON SHEET I FOR ANCHOR SPECS, SPACING AND DETERMINE APPLICABLE OPTIONS FOR,STORKI VAR CONNECTION TO CONCRETE TUF
.. &.BOTTOM,OPTIONS PROVICE:ANCHOR SPECS Al.A.W-HORS TYPELEGEND FOP VARIOUS ANCHOR' .
'STEP 4.1E"PRODUCT INSTALLATION,I NCLubr-S STORM B1,RS.MULLIONS CR.STORM 9%:.^K,S&N,ULL ONS,THE'. 7"i'LS COVEP=NG PERIJANENT tANCHOR5 A 8 DJ OR REMOVABLE(ANCHORS El,&C)INS TALIAT(ON^a I
rOL1011:93ita titANtif Tt}RY 1tDD9Tl'JNf1L PROCfDIIftES Ai'eE AFi>LSCA3S.t, &'A C}iOkCc DF 2-{3tt 4 tNCriORS?ER'.CO?3tdECT"t0;<:t1EPEND3lEG Cttd LOAD'Al1G STORFA BAR
SPACING,
:PROCEDURE 4m,tE-S70R41 BARSARE,USEt> r,ENTER SCHEDULES 1a THRU 2c ONS ilbS 2A.25 8 WWI A.S,D,DESIGN PRESSURE RATING:
.1,f tINIMUM,SEPAdRATIONTO GLASS i'OR SVkT^a IF1$10RM BAR.SARE� USED SHALL BE BASED OAN. MAXIMUM MULLION SPACINGIMAX.,t3';6'OR 7').AND DETERMINE N,FXPAUM MIJLLIO,1 SPAN.,
CHART Ic:.01 ,ESHEET iS.IT SHALLBEMEASURED FROM BACKOFSLAT$TOGLASS. {HEIGHT)>VIALLOVIABLE.INTERPOLATION INHET'NEEFfSPACINGS FOR AGIVcN(•;f,�t,,�fix2
MULLION TYPE.,&MULLION ORIENTATION;
2:ENTERTARIES I ON GREET 22 WfWSM DESIGN LOAD STOFW SAR SrACING'l�i'SC OFTERMiNE
MAXIMUM - � S:SEE SHEely l6,10A.11,1IA t2;.t2A 3,&I:iA FOR M?ULOON CONNECTION DETAILS AT TOP A
ALLOWABLE STORM BAR:SPAN(HE tGH7). BOTTOM fOR iLOOR'T0 CEILING('RAPPEM OR WALL N*,OUNTINC St OFMULL`.ONS INTO CONCRETE
I. ;QORAGIVENMULLION,.TYPE+G 7;t d-24'.. I.
3.ENTCRTAGUES 2 CR S ON SHEET 23.1007H.A:.S.D.LESIGN PRESSURE72A71NG AND STORM BAR
SPACINGANDOET`Ri.E,{tE.APPOCABLEOPTIONS FgRS5TOROBARCONNECTIO4NTOCONCRETE -,---- .
TOP 8 50,T70M.OPTIONS-PROVIDE ANCHORSPECSATANCHORSlYPE LEGEND FOR VARIOUS '" PRC}CEOUitC PER STEPS t^THRU:3 IS.MMILAR FOO INSTALLATIONS(t.11'O WOOD FRAME..
ANCHOR TYPES GC>3tERIPIG PEI#fiiAtaBN1{ANCHORS A&D)'OR'REMOVABLE fANCHORS B&C) STfiUC7UFiES..SEE SHEETS 20&1 0R LIM)TATIONS APPLICABLE TO IN&4LU%TIONS'INTO
INSTALLATIONS,&A CHOICE OF 2 On
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II STORM BA.R SPACINO,
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STORM BAR9
CHART la CHART lb CHART lb' CHART IC
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x�e sZ 8 9' _5 ° 4 ° _$ E. & B 2 t3 5 Sf f°E a Sf£3
!2s t4Ea 3 9" 3�' ,_„9 ,.�+� '7 sf`',.. 5,__, •8 tw 112. 8 :;,q;E a" `� >/E::5 5f9 :5.5/& '
7 5.518 6».11s"'S 3/f`5 Sts"S.S.fE'. S 5
loll I to
.. =LCR fk 6,tF#3.DtftG CC27-..(?ion 13.:..Vr„sasy%#ivtr�rszit�Zen>) '
�y1�S �GEN$� ✓,p''r c z ruacic sr_. t V Q u S
iA.4.
ik'
� ' / IILIEC
r..w�uo -a�a�zMitj Slwut.8r Sy31t�z_ i�Y,'p
Tait.'I[51 i#0 a rxo ntt,'vi�c cosre4xsr :EXPERT SHUTTER SERY(GF$' INr;
*•'� t...��”' t .ze:+x.xa an rx.w ea.nss aria t :9 H•5Y.'1�t 5rs.C't ...
'-cti '�.$TATELS` .� :1f:.ses s4,.. trzsro. > baa scta"i e1, xira k ._f�1:9
-.9�+t •, e az —0; Grn rw,xu tdao.?.u.sew r :I.r.l g z-caa6' .naiHst k<
MAX.ANCHOR'S SPACING SCHEDULE Vb
FOR A GIVEN SHUTTER' TYPE,Wl 5/16"0 TAPCON XI-ANCHORS TO POURED.CONCRETE WALL
A.S.D.DESIGN LOAD&SLAT SPAN RANGE t
WALL MOUNT
A= SLAT SPAN RANGE
Dcxx
oRtmm
> > > >
c 7
... ............
?W-60
MAX. SLAT SPAN FOR A
3 3/4-
3 "/4 GIVEN A.S.D. DESIGN LOAD
...........
........... ......
SHALL.NEVER EXCEED M&I
.
. ...........
SLAT SPAN INDICATED ON
7 /211Y 3. SLAT FERFOW/ANICE CHART
_
ON SHEET IS.
D
TPAPPEMOUNT SLAT SPAUSBARO-Y
StAT.SPAN RANGE
rssssras
W—.4'T >4'=7'1 >
whcrtas
.......... ............ ..------
.......... ........ -------- .............
'�?It
...........
.............
..........
BUILE)wOUT MOUNT
SLAT SPAN RANGE
> >61-7,t >7,-q*1
> >
T_ (E)
E)_ kTl T 5 FE'T T TI.
1� 7
6
-3/4"
zl�' ..........
2 4- 5
.........
........ 4:1/24 1/23 3/4 3/4' 3 /4'
'7
f s Ila
J,
4 1/2 4 j/2-3 3ie*
' :'
iii
3 3/4 3
Tit EWILWW
Noutily
s
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> I LIE.c 0.,.
EXPERT-SHUTTER-SERVICES,INC
V s7Q Ti
ST Pal V� K4,�L 219.1A
op.Ww
`r4
MAX.ANCHOR'S SPACING SCHEDULE Vb
FOR A GIVEN PRODUCT MOUNTING TYPE.W/5116`0 TAPCON XL ANCHORS TO
GROUT FILLED CELL CONCRETE BLOCK WALL.A,S,,D.DESIGN PRESSLIRS RATING&SLAT SPAN RANGE i
WALL MQUINT
WX 0.
�DMGX SLAT SPAN RANGE
PRMURE
Rawo W-4't > C-7!t >:7'-9'1 > W-12'1
�X(P-R-..- - > W-20,
............... 8. d.
.......... S. 4 1/2"
...........
........................
7. 5 112-
MAX StAT SPAI,4 FOR
SuJ__ GIVEN A.S.D. DESIG A
...............
PRESSURE RATING.SHALL
---..:z NMM EXCEED 44X, SLAT
SPA14 INDICATEO ON SLAT
PERFORMANCE CHART 0114
LF16PPED MOUNT 5UT SPAN DEFINITION SHEET 15.
MAX.ASZ. SW SPAN RANGE
RAM G 4 a .1*-W I > W-6, > C-7,
I > 7'4 t > 9'--12`t > 12'-16't s I6'-2W
.............
... ..............
..... ........
�2-
z/--4,111. ..........................
BUILD-OUT 41OUNT
ASc oesav
SLAT SPAN RANGE,
PRESSURE >6*-71 t -9'f I I
PATM --- > 7' > 6-20,1
RAWE(oxL) ki 'I kt� 1 (0 CO 1 0'4) 1 :§ (0 1 J4 1 �g -CF) F-00- '1 HO: -70--F-�FFF—w
-
C
—2-2.
............
.3 4-
.............. ...........
L/22 'Lizz� If ....
,
1,.2' 4 1?,2' Ij2' I...... ...............
L 6 5 1/2- 4-
.................
FLI,%DA BUlDN'14 CODE-,Hm Hist,
N OU
Rcllinqsh t
11LIE
C 0 Inc.
EXPERT SHUTTER SERVICES Mt.
fvbF
VA.F-0711;
SCHEWLE VC:
Vic FORCES(Lb/Ft) Vy FORCES Lb/FT ACTING AT;IAMBS FOR AN A.&b.DESIGN LOAD PANGS SLAT SPAN RANGE.FOR
POUREDCONCRETE"C_3R GROUT FILLEUCELL CONCRETE.BLOCK WALL BUILD114GS
FUSE MAXIMUM( VALUE BETWEEN POSITIVE AND NEGATIVE A:SA LOAD)
MAXIMUM _..
As.p. SLAT SPAM RANGE
DESIGN
ARESSURE `-4' > 4'-5' a'-6' > 6'-7' �'_g' > Q'-12' > 12.' &' >: 7.6 20'
RATING
Sast1. Vx Vy Jx VY Vx Vy" vx' !y Vx' Vy Vx L+ V. V.y: Vx ';'y
. .. . 115. 7�0 .
1 21 qOA 5' 99Q �4�a5G'7 1.0 60 175 165' 9O 2518. 105 ,.
r _3 40 3 D 8G'. 10 s 40 z86 1?I= v�li" 14t 39P 1 30 X23 i G 132'8, 5M82 4 C3: „
_.1
, j fi0 1G La ?'U i5U 794 1'80 �aJ 21G (T8 7J T26�a a t9£12 ' 489 2553 582
>618a 1.0 60 61 00 79 2801 11007 361 169 480 2422 600 2547 596
>ci-iI16 23 21a 55,0 2,6.3 711 315 442 368 1372 -,9!
473 2009 24-02-. .F-38
3C€1 q F31 360 13,45 4.20. 1,5137 54{ 2112' 640
3 . 2
f�6 1213 a 7r 2S
9: .55n:' 23 Brag 3 1 III'3 420 1-612 49fj1869 i 3 Q 2039
>1 °---wa- ^J31 320i, € 86 40 '322 4;50 .87`3 556,0 1740 640
SLAT SPAN DEFINIIIQ
dT�.h`.A11.EE Iii:;!iE°F6;iSE?4ItY�IHEC',R.'IAAGFOR OR.
PERMIT K)Lf R7GerRlfiYiNA";iE,YtSFb"CaS7ft!f
pE$tf3€tEt?7V Spy"r�TY�AS:iphlssfC�2f:,fiS1NFDU7�s^:SPER-.
'llt.^Tf{lT.,^i•SHIN+ER}{E!•'HT'hi uCI4iSe,Cds}S;
S E ISG«SHc i PC,R:'z 4w VALUES.:
Y
X
i.
i SIDE RAIL,:,_
Vy
I �y}t4ttM3HgfFl;
. ituRltx:'t3U4«?::C C�3?{Iyon H�. 4q.o.:w Slxriac,^.e.Zcas).
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EXPERT SHUTTER SERVICES INC. .
�'* e�A Y` `U+^.. 6T.F.�.xw tt�kkis>.e+'�gYi;in.Nn lltftr"t k5265.Y.Po+.hr4�t'.STr+ir !`)-uli
�A�h FAX"..Ufr}SI'e.gyp• CRaN9 r.Mx
"/• f,���IV� y*,\: L@•k"L�139 TCt'M ,mWlN YHa:�M1M:. .:M1
P V t+lA1r,N A4t f r, :x
ttt
SLAT PERFORMANCE CHART Ib 1_„& 10 IONLYVALID FOR!C2"SUN SLAT PERFORMANCE CHART llbl (ONLY VALID FOA 1;4-rL':P) KAXPAUM'SLAT SPAN AND MINIMUM SEPARATION 10 GLASS FOR A
GWEN VMD
SHUrTERMOU
5TOR"MR5 PER MIAR 99L-,WV AS PER LIWTAMONS ONDETAIL I
CHART lb I tt
lbl CHART IC I CHART llbl=USX lw/ CHART 11C I Isc W=v mm mum P=X uo ww't&W wo
WM WL SAT WL WAFAM
ux mw"wa oavm povsf av"'K"A LW w"wax wom P=K Am xww ASA tw "N TO mm mmun TO
mkv"fvMT`x ArM IMAe(*t' ',M'(f WiX OF SLAT!;,i
5W0lAPCQjX4.ANCWW M L*J3=POSIK ASM. IAVOD GRADE vesm
OR $ak,MAT t"vxm WM SLAT, LM VAOX MIS= rll'"u
SPAIN spm MAM MM W/6-t6-A—ws
zow
MY-Sw SPAN MUM UK SMAMIM M CLASS ukvAw 'REOURM WX MAT SPM 'u- ROXM OL UPARMMN To ��MAZWC
WMAN • (fg;l L-MRM TO MAX OF SW i AAA 'LEAK'{tt} .'tiJ_sz ';�l DEM" ME%=TO SNX OF SW PNE 12 fc� 6r�' t 5 _4
00008
P'Tssum :E;7
4 ftqb� w/o W, ROM 'vy'lo c") 5 VV
VWD z0hTs wod,20K wm:>zoqE
PiZ,
t=zwmal Z . "o") 1 4 .1FRre F
Tpe) 1-3 4 1 FM W=A Ul.Rvm I -W==A)
...........
........... ......................... .......
55.0— 71-r -:�:F-j —V-,"
. .........
;V-0"
POWANCE ChtART Inn (ONLY.VAUD FOR 118-, SLAT PCR;ORMANCE UJART M MESS THAI:06" T
F OR A WE N MUM VM ks b.or,*,,r�R Pgzz�U�E, Pi Nr(t XND S I V T-M.W,)V?47 r?)P"7 0,i f CA 16P A rIVEN&I C.DUS:rl MAD�ptf,g} GA MOJW
NSTALLATIONSM't)5TDRAJ PARS ANCItOP lYPF AVO tOR 14S lAuAllons lltv�o Mum FAVI PER Moo�Ffrtaw
CHART l I USE Ir/ CHART JjjCJ
UZ WSW W4M W$M POMC MV MZQK ASO..ffl7l
UM UOMM KWTTM A= kwm
USC WAXAAN VAUT MTKUN M%mt +amm r-w
.Vl6'0jAPr XLANCHoR SiAT LOAD Y*= NO NW47NE A=,LM ASF LAM:Yh113L r
SPAN wx SLAT
WL W-T upmgV4
VA)L sw SPAN WOMM UK,SEPARAIM TO QAIZ SPAN SPAN TO AAW tvw=TO
IQ 1 3'0<'�'
uka" M=VFD 70 MCK Or SW(o)
J�= tmk� oex" -
ucuclh z*,r
PREMM LOAD w/t,sTrv4 W -c'my"'Yd*t
pxvc 61W
Wx
(vr,ama� nl:'. fff.
T,o 6) 'R DETAIL I(6EVATION)
xO
.............
u2m.
IiAxro spAus
A sp cil'c;
�K'f'CVVUS ��- I%I K E, )I�,'l *� A
y", MA.MMUM AZO,DESIGN LOAD VS'OW GRADE SCHEDULE; I FR" WAU, TO K Ml'l;
SPEC'S. ON TTAV- AN,- V. Al 23 Q3
7< F-:�jc�V"ev!7'Vlti'Wcoo--� mwo."vm
vsjuo FLR DxQAs-nR-wwR(C,0.46) 1G.H OF Y;
MAHON mr 02(04-16) V:�CtWlcl
.............
vym'mc-m-smi
'4W FCR 0=Al,-7R-3WTR(C--446)
r soJkRq Frt. 4
VAW f7l mv")w'-kz#2
ALT
,Vet06'y
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7 INSTALLATION INTO VV'00D FR ME STRUCTURES
Reljnq shu ter:sptom
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SHUTTER SERVICES INC.
i-*5 TwinM'.Wk.16 EXPERT
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z
Wz
YSTAIELF
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33 REL2'EL—TA'
6VATI0t4j m
MAX.ANCHOR'S-SPAONG SCHEDULE VI FOR A GIVEN SHUTTER:MOUNTING TYPEj WOOD GRADE.A.&D:,
DESIGN LOAD( Sf}AND SLAT SPAN RANGE
WALL.MOUNT&euiLD=OUT•MOUNT TO 2"x4"WOOL)STUD WALL MOUNT TO 2"XB WOOD STUD WITH MINIMUM 1/2"PLYWOOD,
(SEE DETAIL 1 QN SHEET 2c) (SEE QE TAIL 2 4 U SH£ET 26)
SLAT
Ak RVGE SLAT SPAN RANGE
wxaw. �
'WOOD GRADE * Ydf3OlT GgwDE
, �a a s o e � c _
&UTd#wttl PtA 2 4f3 Sf;1: 4ttr4 pita' 2 x µ 6 C 3/4'
60
4,uGIhS--NFt-Sfl{ttt+ :� CSC' s. i'>;?U'v"SA5 it�tST)I .__w s. s
5:if4, n.f{d.
"RJCF f"tom• �SfJi7N « 3 a:4 s" °Jt.
RNE-lR-Su19tN 3 .2 & 6' S' S fi" tf
BUILD OUT:MOUNT f0,2'A"W(JOD STUDYWTHI MINIMUM 4tl"PL`t'WOOD' -
(SEE DETAIL 2 ON SHEET 20)
SLAT:SPAN RANGE .
tis>.t C zx
WOOD GRADE " 41--k'-' >4~3" >154
.. .rzen err,><,a' amuerc wEt;'�iruxs.loft'"w>wt rf. waaan./e uvn w e iwxr...)W Ow T rI'f'k iar s7r�.vCel wenei e
PPINERN PINE #2 AL h +s 6 G.
.' .5+:+,. f3 .. Ar .. C .fin f4 «" v �'j�•. ..�..,.,,.j ,§ �7
:Gx$v6} ;.tp....., b",- .-ME ,'`! a"' _.fi•_ fi" _5 �'' ._? 5 l/d a ,�>:c :4�i f:' :d.}Aad
tf!{CE.f+lh�-tli-SC:t313 c•;.'fl.t3 �i" G' v' �: 4.. 5'' &"
tG-3.3B1
JeNmL. �ttlNiitysitggl�Ar
#AAX'SPAN FOR LAr FOR AFit�4CA-Stix. iUf L00 (Nn R ...Y�laak H ren -Zar>ej.
Lr#Vf 4,A S D DEStih L64 'c
P ,P s rat:v ti. Auwi
F,•IALL Nima EX dD kcx;�' I sres
St A. SPAM 9 CICATED ON � ��
SL �'\ Eotknt�Shut pr Systctr r �
AT Pf:RreMW4CF `HAR%S.
ON ' s4 . * �—�— Z.
I ��• �4:,�sNe ' LWERT SHIMER SERVICES IHC.
�r[�y,fq� I UT.YFiil>Yp d CH6INCFN NL CONP=4 ��E°
.. / �ryj�J[)rt '�.•',� 2t etr.bi+H 'Af wraN ^.I�rt.da L'aH !EJ .S N,k"L P i „t ,
VY J.U. "'�.>.0'bra sN tremas ac !'zkiT i'..L ii Jades `}f 1
k LZ,Y r t t tr-c xs wc+a,taw t uxb tax t*i i-ax.tir:c na auiu!ic
OQRtO � xr cmc}sv
t !!--;��� t
,ts.I"k3•j r>} + ``.
'TABLE-1
MAX.AVOWABLE STORM BAR SPAN (ft)FOR A GIVEN,A,S,D,DESIGK
L.OAD(p s f-).&A GIVEN 5T0,RM BAR SPACING(ft)MAMMU
`"
kS.D. STQRM:BAR SPACING (F'
D£�ttN
P fWNG 2' 2.667' 3' X1:5' 4' 4.5' 5' 5.5 6' 6.667'
cit)
1—c" 11 {33n t i Ct T#t 5 YE¢ JN tS W-JLY VALID FOR INS7.A:UATkONS'r
35 p i 0 1 47 1 t ''0 !J 17. iv—o"
t1flRE $1CS2t4 &ti45 rEFtµ �tTTER
400 0 1 ^' 1.1", 0 11' 0 1 0 t1 0 tt 0 11 0 i z
45.0 i�JM 11 0 #1 0 11 0 1# 11 Ct 91 li 0' 10 1.
_..»w.. _.. _ _.. .,.. ... _ ..,_
f 0"
_.
50.0 i'9 -0" 3 x -0." 1'1.-iz 1 1 -L`` 1r/,• 17"_{)' #t »-0' 1 t .:p" 1.;'-G '11`-p w; *THiS T2�G<Of s i}N1,Y' Yniifl,•�R IH4TRLLl,TS>
S 1 2 OR t6UR ,,TCPM ciwiS PER SW
3 1 0" i C t i ,t? ,1 i L i 1' p 1 y'_p #. ..,.>.,m „.. ___...... .. _
p' 1 i' 0' r y.- 11' :.0..' iJ'_0" 11'-0* ., 1 T'!p, •'
-0" 11 ;0'
90.0 j 0 t i I i :(3 Ti, 1 # Q
95.0
w._ __..._• __.. _ _. ._.,.
1G00 ll.—o- i 0 Cr ti ) 91 6
..., 0 i 0_.__ D 11 p
110.0 1 t'-0- r T'--,o 1
11$6 tr v 11 i. o 0 — —
1200 0 t U 71 0 i0
C 0.y p..
1300
1350 it 0 s t 0
1400 1 V-0"
150.0
.,...... _
a N.ASURLD it7'DETV&N' CENTER UNE, +JE STCR1 B.�R" !N dvuj51O'rytJi� pvLolrtt.ME:(Noit$jqR C61"ilp Fiuencc.�;:Za r}
t F JT Fky itP tsF gtpE fAt 70Ct1TR i t fl^hS4 t R cutil
,/✓i; s trxtc +:
..AFF:77. :._....,.,.. 0.,,._.....,,,.T. ,.w.�.., ..........,m F.,....,_.R
" -T. R i>l nr, but#er System 1 ,..
£xPERT SHV MR.SERVICES,ING; f
iIYM^� ;.. C IST.iTf.TlIN�'d C! mCYCI O SO FA!v�
,*, ,•✓�'1�-�"!u� C s :w. sa.v(.ww c cw.' :alEe 1 E..£S k;.&T iW.FT t't"2:, f o F
e
«. t:
S1A'tE iu '> �*•�.s react T4:ax r.:i;a:i-�.as aaa?tg ro
e
Talic ! w
T.A'/
Nt
TABLE 2. TABLE'3
REQUIREuIE14TS'F6R S*oRM SAR CONNECTION TO CONCRE'[g TOP AND BOT'r fM OER REQUIREMENTS FOR STbRm BAR CONNECTION TO CONCRETE-TOP AND 9C}TTA41l PER
SECTION S•S(SHEET 9)"FOR A GIVEN A S.D DESIGN LOAD(a.s.t).&STORM'SAR SPACING {ft} SECTION 61 S5(SHEET 9) FOR A GIVEN A.&D.DESIGN LOAD :I.is STORM BAR SPACING h
WAiMW `STI�OM Br'R SPACING"� {R)" STORM BE R SPACING,-8"VT)
coali 2' :2,667" 3` 3;5'- 4' 4:5` I '3' 5.5'.. fi' 6:6167 2' 2.887' 3' i 3:5' 4" 4.5, "s, 5.5' .8`:' 8:687'
_:.SOA_ A H'4
S5 0 A B.,G 4 0.8 C.9 „M C.G-...,A,.9 C C_.�y:CB 4 G...NAC3 J __A.6 C D A,47,c.G.. s;,,6.t A A.c C.D„. .:.3 4p .8 C.0 -AE,C.4_,tr.b C>£i_... 'a C.Ct.:. AB,C� ➢'$C A4a :A.S, - p,g
-44-4 A$GS.. 3+`,u,,, A.A G:f)- AIICG.,,..FG...,t._,. ,.....D___h3.CA m?i?�C D. t?3 C.� ,,;,Fs6„G +.$.Gr[_ A„L' : Jai3 r' A,B,a£..,... A .. A
.. .._F flL,ii R ,.�A
t$t'.Li A$C.0�,-.�.F:fr;C t:,.;. AEfiC O:._ f.Ef a$CA $;CSC,� Rx9 RS.G
w_ _ _ soa aar'a A$c?',.". ?
•:SR.4 A9.Gp -AT3C4 A,54CD_ 0.9Cff�__ Cp AfrzCG .,„,y,$Cp +1$� AB.0 A,d, 95.0 s. ..ABXX A8r hPX h R A h A A
64A A,6.C.A nnC.£ Ad.G hG II» -A.5 ^i., .. ,9CG .. . .... v ..:tAB£ -::.'AHC _FSE�... ..: JD.
.,.Ffr.C.£
ESA .h$C;G A9,G J..::... r18�C�A,_>. ,.A•8 i,.. ,:f4.$G........_,,.L R:SI C Ahk7 C h@ C. A,fl.. ArG.;;,...... BSA ADC() lv5 C'_.. h$C A A .M .q A .1: q .•,,R..,,•,:
.�,,....
AG-1:X) A A CC'
A9 C
" _. .„,..
7!5.00 z9CD_.. A.8.G,0.._..A6C,D
�eoi� J�eto_ nfrci__ harii_ _�seti n6,c....
..&SA.. C3 A.SGJ..,..Ay CQ RE+.i.A AAC ,;!y2+C :. a�
9A0 NB-sG 4
(jf
- :.:.AGC .......?•s.'.......
'iG4A B a,.BC A _ A -.�°.W...,.,., :? : 100.0 h R A h ..
t'.
.
124A ABCG AHc AfI C ..__ 9 A A A A A: l24A AA
....... F A., .
A A A J A A:....... S3ti.y A A
140,0 A. F8 A3 - A F A A f+ A. ii4A A R
_.._ 154.0 A F .
iSO.II .at'..3�G D. .td.',... ?�'. ...., i!....... ._.,A _._ n.�...A 1� A _...
A_...,. A
ANCHORS TYPE LEGEND,
A. 3/e•a CsP.BON STEEL k SW 77
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gots_=oE�ii'c= 30bo psi),Le 3I8"yi•-31; .
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rsvC110PS W/J/8 Min., r1.!3E',t"S?[i T'$10'
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SCREWS ... x�r.
Ut U:
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+��.w� Rolli^?q Shut
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SCHEDULG.4a SCHEDULE 2a
FLOOR TO CEILING'fTRAPPED)MOUNTING WALL MOUNTING
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