HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2
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Busines��t��
Professibhi l �UER:uLic User
Approval
Regulation,
Am.ro—, hb,nn>Product or Anollrati-4.—h>+�npiiplunu Ii�t>Application Detail
FL FL12246-R3
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Expert Shutter Services,Inc.
Address/Phone/Email 1626 SW Biltmore ST
Port St.Lucie,FL 34984
(772)871-1915 Ext 106
callexpert@aol.com
Authorized Signature Michael Heissenberg
callexpert@aol.com
Technical Representative Michael Heissenberg
Address/Phone/Email 1616 SW Biltmore St
Port St Lucie,FL 34984
(772)871-1915 Ext 106
CallExpert@aol.com
Quality Assurance Representative Michael Heissenberg
Address/Phone/Email 1626 SW Biimore St
Port St Lucie,FL 34984
(772)871-1915 Ext 106
CaliExpertaol.com
Category Shutters
Subcategory Roll-up
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
J Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Walter A.Tilsit Jr.,P.E.
Evaluation Report
Florida License PE-44167
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2016
Validated By John Henry Kampmann Jr.
Validation Checklist-Hardcopy Received
Certificate or independence f l'"•AyR (S)1 fiXl'P p9 H_i"f(ER`+F %IC ih}, NAt TIL i i Rf_:•1.3,itti�+5+ ER
Referenced Standard and Year(of Standard) Standard year
SECTION 1609.1.2 ASTM E-1996,E-1886 2005
SECTION 1626 TAS 202 1994
SECTION 1715.5.3 ASTM E-330 2002
Equivalence of Product Standards
Certified By
Florida Licensed Professional Engineer or Architect
Sections from the Code
littp://www.floridabuilding.org/pr/pr_app-dtl.aspx?param=wGCVXQwtDgvzRNLe5g40V... 8/20/2015
Florida Building Cade Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 061108/2015
Date Validated 06/23/2015
Date Pending FBC Approval 06/28/2015
Date Approved 06/18/201S
!Summary of Products
FL# Model,Number or Name Description
12246.1 INautilus Rotting Shutter System Nautilus Rotting Shutter System
Limits of Use Installation Instructions
Approved for use In HVHZ:No fLi2;,i5 t*�i 31 FY.P�E'i lit/f`cit S i1�,iCi'�.S-tfi,C s,t;Tts l3S Rt�itt IN",
Approved for use outside HVHZ:Yes �r�r'rPF S-1-Vjt. L)RwG t 5-a71.pLl f
Impact Resistant:Yes Verified By:Walter A.Tilrit PE-44167
D-----Pre-Buret+160/-160 Created by Independent Third Party:Yes
Other:State Mlssile Level"D"wind zones 1,2,3 and 4(Dasic protection Evaluation Reports
only).Pressure rating:+30,-30 p.s.f.at 20'-0'span and+160,-160 Ft 122 t6 R3 AP ".XPEPI `ifil'rrF.r+SERy1cF° INC NAi Tltu, j
p.s.f,at 8'-0"span with 1/2'slip.See sheets 15,16 and 20 for additionalION I ING SHU1TER SYST M R.F.R. DPWG.r 5-07:.for
pressures and spans. I Created by independent Third Party:Yes J
Contact us::1A4o North Monroe Street T'UhhT55Mt Fl..12399 Phone:850.487-1824
The State of Florida is an AA/EEO employer.Copyright 20072011 State of Florida.::Privacy Statement 7:Accessibility statement::Re6md Statement
Under Florida law,email addresses are public records.if you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.139S.'Pursuant to Section 455.275
(1),Florida statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emads provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you ate a licensee under Chapter 4SS,F.S.,please
click here.
Product Approval Accepts:
WeCr[tE E
(u�rc'y:uri[tcru t�til+t�°
http://www.floridabuilding.org/pr/pr_,app_dtl.aspx?parain=wGEVXQwtDgvzRNLe5g40V... 8/20/2015
GENERA(. NOTES-. 3,ANCHORS SvOlt eF'NSTAT.LED FUT.TWING ALL OF THE RECOMMENDATIONS AhC SPEC+FJCA710NS OF Thr ANCr.OTt'S VANUFACTURER.
t. tNAUT1:0 ROLL'tJG 4tiJ:Ti£R SYSlFM SHOWN ON THIS PRGtXiCi £Vf•L.SiA'iCN flDCUkkrNF ((P,£.D} It».S 2EEtJ 9, ANCHORS F£CLMREC FOR STORM aQRS CONNECTIONS S ALL BC A5 SPEC-FrEO ON AFPLICA-LE SECTIONS 5u0614 CN S`EET 9
VERnI ED FOR COMPLIANCE IN ACCORDANCE YAH•. THE 2014 (Sth EDITION,OF THE FLOr270A eu,LCING CODE. "aai 1/4'CALK-INS MANUFACTURED BY POWER FASTENERS.INC.
NALINLUS ROLLING SHUTTER SYSTEM SHALL NOT BE 12S'TAUED AT HIGH VELOOFY HURRICANE ZONES(UAMI-BADE
/OROWARO COUNT NES), -tf4'ea3,'Y SDLiD-SET Mz,gUER,.ri7.4ED BY ASE POINT. 14
-.7Je'C KWIK BOLT -MANUFACTURED BY itli1. INC,
DESIGN WIND LOAD$SHALL BE DETERMINED AS PER SEC7*11 1609 OF THE ABOVE MENTIONED CODE, -5/16-c 7M CGN MANLIFACIORED BY rrW BL'E?EX,INC
FOR A BASIC WJND SPEED AS REQUIRED BY T•E JURISDI.TPON WHERE THESE-SHUTTERS w1Lt BE INSTALLED
FOR A DRECTIOr1N.iTY FACTOR KC�G.ES.US!NG:.E.^.0 7-18 FOR II;STAL:.A7ION$LNO£R 2070 FSC NINUIMJ EDGE CS-ANC£AN0 SPACING FOR ABOVE MENTIONED ANCHORS SHALL BC AS I:JOWE_rl 9ELCOV OR AT A61JA, vvKNCJEO SHEET,
AND SHALL NOT EXCEED 7NC MAXIMUM (ACS O.)DESIGN PRESSUREFiA7WGS INDICATED On SHEETS i5 Trt*:U 18 S 20 Ti1RU 26.
EDGE DISTANCE AvO EMBLGVEI.15 ARE$EY;JND ANY FINISH VATERUL. EMBEDMENT
IN ORDER 10 VFRI-T THE ABOVE CONOITION. ULTIMATE DESIGN WILD LOADS DETERMINED PER ASCE 7-10 GROUT FILLED OR
SWU BE FIRST REDLIC£D Tv A.S.O. Cf-VGN WIND LOADS BY MUt TiPLY1NG 7HEV 9'0,6 IN ORDER TO ANCHOR SPArIND G 1001". EDGE D' ANCE(I 7D0 v CONCRETE CONCRETE$LOCK
TO COMPARE THESE 55`/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 15 THRV 15 & 20 THRLJ 26. 3/6'0.1 1/4'CALK-IN 3 3/A' 4 1/2" `/4' 03000 Pv) NOT ALLOWEC
2. IN ORDER TO VERIFY THAT COIAPONENTS AND ANCHORS ON THIS P.E.Q.AS TESTED WERE NOT OVER STRESSED. 1/4'#.3/4"SOUD-SET 3' 3' 718"(3000 Psi) NOT ALLOWED
WADS s /B"n KWIK BOLT TZ 2' 1. 2 1/2'(3000 psi) NOT ALLOWED
A 33p INCREASE+N ALLO'NABLE STRESS FOR WIND LOAD_ WAS=USED IN PIEIR AJ4ALYSIS, FASTENERS
SPACINGS TO WOOD HAVE BEEN DETERMINED IN ACCORCANCE WITH N.D,S,1012. 9/16'a 7APCON XL 3 3/4' 3 'le 2 1/s-(2.4.95 Psi) NOT ALLOWED
KkFDLVS RCLLNG SHMER S?+STEV'S ADEOUACY FOR IMPACT FJJO CYCl.k:RESISTANCE HAS BEEN VEP.rFIED IN
ACCORDANCE WITH SECTION 1605.1,2 OF THE ABOVE MENTIONED CODE AS AV.ERICAN'EST LAB OF SOUTH 10,ANCHORS PEOUIRED FOR MUW.>N--CNNEC7FGNS SHALL BE AS SPCC:;-IEC ON A--UCAELE SE-nCNS S4010,14 001 SHEETS 10•
FLORIDA. REPORT tT 103^.01-08 AS PER ASTLI E 1996-05.t: 18$6-05 AND E 330 STANDARDS,QUAJ,IFYTNG ICI., 11 1t-, 12. IPA, I`& iu
INSTALLATIONS FOR WINO ZONES i, 2. 3 & 4. MISSILE TWE D AND ONLY APPLICABLE 70 BASIC PRO;ECTC71 -1C1Y:K 60L7 TZ EXPh'N51QtJ ANCHOR MANUFACTURED 3Y N!_T1,IOC.
MTMLATIO NS, S VFFINED BY SECTIONS 6.2,1 1, 6,2.1.2 AND 6.3 CF ASTM E 1396 SEE SHEETS r9&?C -HUS-11 SCREW AftiliGR MANUFACTURED F TORE
FGit A'J::ttY1NAt L=MtT; piJS. ANCHOR MANUFACTJRED BY POWER FASFI:ERs, INC,
3 ALL ALUMINUM EXTRUSIONS SHALL BE 6063-16 ALLDY(UNLESS OTHERWISE NOTED),SET,SHEET 2, MINiVUM CDS£DISTANCE AND SPACING FOR ABOVE METNTIONED ANCHORS SHALL BE AS INNCAILD BELOW OR AT AEOV`C MENTONED SfiC£7
4. ALL SCREWS (EXCEPT END RETENIION °CREW O jj TO B£ STAINLESS STEEL 304 OR 376 SERIES WITH 50 ka EDGE DISTAA:C AND£MBEOMEWS.ARE BEYOND ANY RNISH MATERIAL.
YsELC STPENGIIJ AND 90 k�IENSILE STFLTO•NCT-9c rl CORROSION RESiSTAtNT COATED cAR&:W STEEL AS P£R DIN EMBEDMENT 0 10
50018.ALL^,D.&ARE TES.SCREWS NANUFACTOREL)BY ITW 6tALOEX& SHALL COkrP.Y'w'/F,OR CA BUI.C?INGGROUT FILLED OR
CODE SCC:ION 2411,3.34. ANCHOR SPAC!NO D 1D= EOCE OIS:ANCE 0 100% CONCRETE CONCRETE BLOCK
3/4-C KIRK HOLT T7 9' •1 3/4"(30.00 Pai) 1401 ALI.OW'ED
S.BOLTS TO BE ASTIR A-30:.GALVANIZED OR AISI 304 OR 315 SERIES STAINLESS STEEL. LnTh 36 k%; MINIMUM 112.7 KWJK BOLT TZ 22 112" 7 1/2 3 1/A'(3000 PS>) 1407 ALLOWED
YIELD STRENGTH. 318'a KWIK 80.1 2 6" 4 1/5" 2 (3Ct,0 PSI; NOT ALLOWED
3/8-0 HUS-H SCREW 4' S" 2"(3000 PS') NOT AL:.OVrCD
6. NAUTLLS ROLLING SHUTTER 5t'STEV BEARS L,S PATENTS j5.095.225 AND J7,409.9SC 3/8-e WEDGE-80LT 4 112' 4 1/2' 2 I/2- (300{1 PSI) NOT ALLOWED
7_ AIJCtiCRS TO WALL FOP,`P)SIDE RN, SHALL BE AS FOLLOWS: I/2'c WJS-H 10i%W Fiat 6' S _ 3-(3000 PSI) NO;ALLOWED
K
5/8-C C-H MOO?0CXT BAT 7 IJ.:' 7 1/2 2 1/2'"3000 PSI) NPO'kLOWLO
uV} 7I"ISTIJG POUREE CS)I4R0i:, MN, .300;}z-L COMPRESSNE 57REINGTH, 11. THE INSTALIA7104 CONTRACTOR IS TO SEAL/CALA,K ALL PRCDJC7 COVPCNE.NT EDGES WHICH REWUN IN CONTINLOU$CYONTACT WITH THE BUILDING
-5/16•: TAPCON XC ANCHORS AS 11ANU7ACTUPED W ITN D'ALDEX,INC, TO PFtea?47 WING/RAIN WRL'SION.CAULK AND SEAL PRODUCT TRA::XS ALL AROI.ND FULL LE14TH.
-3j6'c KAW B0I7 3 ANCHCAS AS MANUFACTURED BY H:LTI.INC,
72 11 SHk.L BE THE FCSPON:-IBIUry CF TME CCff7W.C70F 70'•ER,FY THE SOU.•NCN7ESS O% THE S'•RUC7 £ WHERE PFGOUC- IS.TO BC ATTaCHEO'O
, MINIMUM EMBEDMErit NTC FCURED CONCRETE $HALL BE: =.NCVrC PROPER AJCHOP.AGE, THIS PRODUCT SHAH CNLY BE A77A01ED 10 CONCRETE, CONCRETE K,3--l. 0;W- OV FFWAE 6D-LD,NGS.
2 1/c'FOR 50.6•.*TAKON XL a1JCHORS& 2 '/Y FCR •/8.0 KW';K BOLT 3 ANCHCFS.
IOC EM?EDMEIJT INTO STUCCO SHALL BE CCI:SIOERED AS PART OF THE R•ECUIRED EUBEDMENT, - THIS PRODUCT'S INSTA.LATON SHALL CC'IJPL�W"iH ALL SPECS :NUCAIED IN THIS ORAWINC PLUS AT-'e SULCiNG AND 2CNNG REGt:LAI ONS PRO,(,DED
' BY THE JURISD'CTON W<CIC PERM!1 IS APPLIED 10.
A,2) NNHIvuv. EDGE D;STA14CE (E.C.) IN-0 POURED''ONCRETE SJIALL BE:
FOR 6/16-0 TAPCON KL ANCHORS & S FOR 3/8`0 KWA-BQL7 3 ANCHORS. EOCE CISUJ•CF 15 D"t`OTNC 14, U-71FIC MECHANISM UO, PART OF THS APORGVAL,
ANY Fl-.Mx MATERIA!.
+S. (a)THIS D.EC. PFE-RR : EYf THIS ENOIIEER IS GENCRJC ANC CCE9 NOT PRCVDE 'NFOF41AT10N FCR t. SNE SPECT-l'O PPDdFCT; i- W'r{RL IEE SITE
A,3; It.CASE'THAI PRECAS7 nCNE, PRECaS1 CONCRETE CR BRI;K PANEL`a,VENEER OR PPARS BE F'OJN"ON CONOITOKS OE'41A7E FPGM THE P.E.D.
THE EXISTING WALL OR Ft.'-4R,ANCHORS SHALL BE LONG Et.CUG-f TC REACH T,-,E MA%Si1T-,: fuRf DEFi1NJ
SUCH PALLS (a)CONTRACTOR TO BE RESPON5+3LC FOR THE SELECTION,PURCHASE AND INSTALL%TION I.YCLUCINC LJC SANT!OF THOS PROCUDT,RASED CN Td-5
(E)TO ErISTNG GRCUT %14LLD CELL COI-CRC-,C °LC+K WAIL;ASTM C-9C P,C.D.PROVIDED HE/SHE CC-S NOT DEVIATE CROM THE CONDI-D4S CVA.L£D OIL THIS DDCUM£NT.CONSTPLICT?ON 4,i..FCTY AT SITE 'S TPC
CC4TRA,VOR'S RES OVS.B7Lf-
-5/16-0 TAPCON XL ANCHORS.AS I.W-UACTURED BY NW BUIWEX.ITC,
(:}THIS P.E,C.YrLI PC CONS'.D nCD Ih^^rhLD IF ALi£FF.L' BY Ah"MEANS.
B.1)M.NIMJM EM3EDMEIIT OF 5/16-0 TAPCON XL A•41-HORS INTO THE CF EWI FILLED CELL. CONCRETE BLOCK
UNIT SHAT.'_EE 2 1,/4" (c)SITE SPCQF,C PROJECTS SHALT EE PREPARED BY A FLORIDA RCGISTERED ENGINEER. OR ARCHITECT:'WHICH WILL BECOME THE LuMNECR OF
NO EMBEDMENT<W6 STUCCO SHALL. BE CONSIDERED AS PART OF THE REOJIRED Eme-DMEW, RECORD (E,G.P-) FOR THE PRO.ELT ANO WHO WILL BE RESFONSiKC FOR THE PROPER USE OT THE F,E.C. 'NGLNEER OF P.£CORO,AC'.IJ4,Axj
A DELEGATED£.:OINEEP IC"THE P.E.O. ENGINEER.SHAH.. -,VamfT TO THIS LATTER TH'_ aTE S-PECTEN., AWSNvS FOR RI-A-W,
B,2)MiMMUM EFA,"£OISTA-�-C(iD,�OF t;/16% tA?*CCN XL ANCHCRS INTO GPCJT FILLLD CELL CONCRETE
BLOCK SHALL BE 4', EDGE OI-TAJNC£ IS BEYOND ANY FINISH MA..TERJAl- (es} THIS P,E.D.SHAD BEAR INE GATE ANC-ORI:.INAL SLA;.ANU!.'SIGNATURE OF THE PROFESSIONAL ENO;,^ice OF
RECORD THAT PREPARED I1.
B.3)IN CASE THAT PRECAST STONE. PR£CAr7 CONCRETE OF BRICK PANELS,VE.N£CR OR PAVERS BE FOUND ON
THE E"XMG WALL CIT FLOOR. ANCHORS SHALL BE,C'JG E:JaLGH TO PEACH THE MAIN STFIJCTUPE BEHIND 16. PRODUCT M1ANuFAC.TUREP'S LAblu."HALL BE LOCATED ON A FEAD.LY VISIBLE LOCATJON AT PRODUCT IN ACCORD410E W71•4 SECT'A'J :710.8,3 OF
SUCH PANELS FLOAT A Bti'LI)NC CODE. ONE LABEL SHALL BE PLACED FOR EVERY C°ENING, 1"LIN5 TO CONPLv WIT}?SECTION 17+0,6 2 0°7.1E 11CR,DA BU'LVWG CODE.
(C)SOUTHERN YIS'N-U V 02 WALE' BUIDNG: SPRUCE PITC-FIR-SCU7H(G-0.36)•DOUGLAS-FIR-SOUTH(G-0,46)CR alti�t,ry IAAF tt j SNA,LZ,ONLY a a7�,'3 TO !0TiA
f J a 0.55 LAJL ` '(`iCi„8'! IN)he FLORIDA Bt11LQiUG CGDE (Non fligh vvccitj Hurricare Zcre)
-5/Ig'a TAPCCN KL ANCHORS,AS vANUFAC%P£D BY J* BuiLOEX,iNC.. �� '�.'.••J"„ ora:?Tt.lf;.^.{r m<. (�j U
_ \
C.I) VINVUM EM3EDM£NT OF TAPCCN KL ANCHORS. 0470 THE WOOD=RAVE UNJT SHALL BE 2 J/4"PHYSICAL. _,,. , °L'� Roping Shutter System 4,/,�;•g
NfrEAS'EO PENFITAUCN. _• N4 d art
NO Ev6'EOMENT INTO FJIUS"MA'ERIAL Sf+ALL BE CONSIDERED AS FAR OF THE REQUIRED EM9EDMFINT• �'p:`"'�_'^-:*^? :'*,'` I L Er C„O 1... � CATT
C,2)1X,NIAUM£CUBE DISTANCE !FOCI OF-,APCON AINCfICR !f?C WOOS{SHIA-BE 2 1/4•,EDCE rVANCE IS �,••Ci: LSA f': •!LATH TLSI,fiC h CNCintLMM1'+C CC�iANY EXPERT SHUTTER SERVICES INC.
BEYOND ANY F1Y.SH NATEKIAL.• Z'9•• �JA'NT +'�` �'.- �. ,+. .rr• •^rx +xs IG26 SW e.LlK';k!PgU7 5_.0.7'
'N4 ftOR'S7 1;:071 r; 344;4
1O!x��.• rt tl. .'(4 r-ma-I 4=:S.soOs.,un
C2)Tri CAS:HAAT PRECAST S70NE.PRECAST CO,YCRET£OR BRI^IL PASTELS,VENEER CR PAVERS BE FOI;ND ON F' CJRiL1 �� III-ox511s aok :ecc;1+c-ccs!.+., U-,:rn•-r.>: :P,x,,.c r.c
Tri£EXISP7NG WALL CF FLOOR,4NCHC•RS SHALL EC L:ntG EIJOUG!1 IQ RCA+_"H:HE MAIN S'TRUC:URE DEI-itNDr .M�`- ae;,'CR A,rLU:.. r•t.
SUCH PANELS P Sir goN:p�tc.J ur6: .r+:•.
� Yl'•'.T� ,srrtel cr.c
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06 #7 #8 1:3*
#4 #5
IT-
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OPTION;12 re.,*,oFo•
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CCATEDAIT"Ac-S&A"
DETAIL C
L X _-V Fy-IOTA kZPMSTRJlGAt
STARTER
theSLATS
wl>tt,k mmal ALL 01
DETAL 8
StAlc
,.+t
ACET6L61)SftING
(�2,) BUILD-OUT TUBE
SIDE RAIL CE� BUILD-OUT TUBE BUILD-OUT TUBE �W•BUSHING
CLEARA!XE X TWEEN=RE�r?W At*
C�Yl`.L AT f.Vi Hd;R�SAN--P-',W"A
BUILD-OUTTLIBE
a) SDE IL
Lyra x„Rua.xct
o
I AT"v, "'R1111--
t14'OA3,*4'IT'WIBUILDEXT-:KSCREVI
srei 7r*
W
IR
........ Cl�j STORM BAR(Jj3.'3'0VC� '0 HILT). WAK SOL-3 AN'CHOIR
TRAPPED ANGLE "aLNs,f+l
4,6 MULLION (Gll lx8fJULLION 4xacX.7 MULLION W11,10ti S-j to,
SulWINC COVE (No. Ifign Yeiccity H,,fk,, z_,c)
,4E I&`I
F_ se * Ncutilus
Rolling Shutter Srstem
/TIL ECO,,,c.
IIVI�o a� EXPERT SHUTTER SERVICES INC.
1626 OLIOD;r STKE,
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COMPONENTS —-1— —llll�,
U,
p° Ns a.
hr”,V, i :.
14
12
SS 1 SIDEIEND CAP
2 HOUSING(BACK&TOP).440 THICK
3 HOUSING(FRONT&BOTTOM).040 THICK
4 SPRING BRACKET
5 SPRING ASSEMBLY
6 60 MIA OCTAGONAL AXLE
7 SIDE RAIL(MAIN SECTION)
8 SIDE RAIL(COVER SECTION)
e 9 ALUMINUM STARTER SLAT
10 ALUMINUM SLATS 1-10
11 ALUMINUM BASE SLAT
12 TUBULAR MOTOR
13 MOTOR BRACKET
14 SPRING,GEAR&MOTOR BRACKET BOLTS
15 HOUSING(BACK&TOP)FASTENERS
7 16 SIDE RAIL(MAIN SECTION)FASTENERS
17 HOUSING(FRONT&BOTTOM)FASTENERS
18 END RETENTION ASSEMBLY
19 OCTAGONAL AXLE FASTENERS
20 60MM OCTAGONAL DRIVE CROWN
Ike 21 CONNECTOR SLEEVE
22 GEAR-PLASTIC OR ZAMAC:CASING
23 UNIVERSAL WITH DRIVE SHAFT
4011, 24 60MM OCTAGONAL IDLER END
00-, 25 IDLER BRACKET WITH BEARING
BOX & END CAP ASSEMBLY COMPONENTS
dill, 10
FLORIDA SUIOM COLE(Non Wgh W jocily-Hcrriccn, Zj)
c MlTO=illi
—
Nautilus 1Jt nL'
Railing Shutter system&
EXPERT SHUTTER SERVICES INC.
16n S w -5-0,
—w S: wz`E,
S STATE OF
44 �z
"MM
. .............
0"
,,f1M%ttwt*%k%x
-Box ll),Y/6 & V7 E
3 x V/9 c REAR V/9 0 KAP Y/6 & V7
ENID C
A? END CAP
PID CAP ct*
SLATS S:ATS
SLATS S,A*S
S:Ats '5IA75
................
i5
0/8S 0/8 0/a
SLAT 01/8 O./a SLAT$ 0/8
o./B
0-/8
r.
'SLATS D 'TTLATS
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ag ►
'SLAT!.
pq
........... t 76 ..........—.—
S�ATS srF
777-I v 7,_.t7 7 7, t7%
SAP
L`2
1} /6 & Y/7
(SEE S<" .�Y/6 & Y,/7
V/9
V/9
v—SLAT S'.A;'
TYPICAL SINGLE UNIT ELEVATION W/O STORM BARS
NCIT--- SEE SHEETS 2 & 3 IT-R COMPO"JENTS NUM-r: TYPICAL SINGLE UNIT ELEVATION WZ STORM BARS
NOTE: SFE SHEr-TS 2 & 3 FCR COMFONEITS NOwENCUJURF.
PROCEDURE FOR SLAT INSTALLATION GIVEN A SHUTTER HEIGHT
C, 1: AT
--ow- oy LESS -H , I FFP:C-BLC '0 ?JSIAUAMNS Alk'
ASE
STC;V&*A. WI 5%RY Wts OR ?;/STORY SIPS & qvlufl.)Nti
STAPT W/ it S,AIS AT TOP.70-CWEP 81 f2, JS, THE E8.kL
-n E.WAY V'WN EACH SLAT ; SI;A.L CONSIST OF WN FAT(5)SLATS OF THAT SW
%L,-MeEP. -k01
X,URE F0,Q ACQN(; SLATS DOANWARI,'4v.';�W 'I SLAT S�,�'L Ll-
ail'L TOTAL HEI'K; Is�OVPMCD.CVWJJ-I GF SiA-
r
i .STALLS UFC�E KrMll SLAT(o VAT VAR, 1-144 -hXTER's
-t�INST
;f)F TCV 5,.ATQpjuLi fir AIWA A:.LE,:
S,W—EP hMiT, tAAG-P ',-AT- W-C-%.-PLJ:ASLE TO JI'IALLAIMNS W/O. STCR" ^LGRIDA BUILDING CODZ (NO, Ifigh Vcicc;ty tturri:—° Un.)
5AFS F 4)W/ OR'A/0 M rJS N1 tGHM to TF ifAN G r� &,
Nautilus
;Gr CLPT-NN SWtL STAR- A/10 SLATS AT ',�P, FT)LI10-YED Oy #2�jil ALL
V We 004N.- --STA% -1 1 - E
. :k:��SLA SHALL C04�E�;OF V�N- r��E _ CF I At �LAI Rotting Shutter System
f;VMF3F?? PID,U'RE rtA AOTA41,SLATS CE0a gi SLAT SHALL
CONTINJED Vl;iL ;!C SLAT 11 -Ylb; #:o St':- '� -js-'x- T SHUTTER SERVICES INC.
A EXPERT
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ORIENTATION #1 ORIENTATION #2 ORIENTATIONS #1 & #2 ORIENTATION #2
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INSTALLATION DETAILS INTO MULLIONS G.G1,G2
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EXPERT SHUTTER SERVICES INC.
SECTIONS W-1 ME IL EC lnc.
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SECTION W-2 73
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WALL MOULLTIN N Rolling Shutter System
ULL'C'Lt_ JILIECO INC.
C_ "MEW—A EXPERT SHUTTER SERVICES INC.
POURED ONgC§ff rs -Q
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END INTERIOR WALL MOUNTED MULLION INSTALLATION
A 1 UJI
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TYPICAL MANDATORY PROCEDURE FOR VERIFYING PRODUCT CODE COMPLIANCE RELATED TO ITS INSTALLATION
INTO EXISTING POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK STRUCTURES
STEP!.OBTAIN JOB SrTE'SA.SD DESIGN PRESSURE RAIING(p.sl)FOR THE OPENING AND DESIRED SLAT PROCEDURE 4b IF MULUONS ARE USED BUT W/O STORM BARS
SPAN-L-(ft)TO PROTECT IT(SEE GENERAL NOTE#2.SHEET 1)�
1�MINIMUM SEPARATION TO GLASS FOR SLATS IF MULLIONS ARE USED BUT W10 STORM BARS SHALL
STEP 2:ENTER TO CHARTS (In, lb S: Ib') THRU IC ON SHEET 15 TO DETERMINE.BASED ON AN 112" BEBASFDONCHARI Ic ONSHEE715. 17 SHALL BE MEASURED FROM BACK
SUIT SLIP(in),ANCHOR TYPE AT SIDE RAI',S;A,S,D.DESIGN PRESSURE RATING(p,s.fl THE OF SLATS TO GLASS.
REQUIRED MAX SLAT SPAN'L"It,
2.ENTER SCHEDULES In THRU 2c ON SHEETS 24.25&26 W!A,S.D.DESIGN LOAD:MAXIMUM MULLION
THE FOLLOWING INFORMATION IS PROVIDED AT CHARTS I THRU IC TOPROCEEDWITH SPACING(MAX-12%8-OR 7),A14D DETERMINE MAXIMUM MULLI SPN4(HEIGHT)W1 ALLOWABLE
PRODUCT INSTALLATION VERIFICATION, INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN(-,-g MULLION TYPE&
• ENTER".D.CESIGN PRESSURE RATING:SEE STEP(1)ABOVE MULLION ORIENTATION
1 SEE SHEETS 10.'OA.11,1 IA,12,12A,13&13A FOR REQUIRED MULLION CONNECTION DETAILS AT
• FOR A SPECIFIC PRODUCT MOUNTING INSTALLATION TYPE.INCLUDING ANCHOR'TYPE.THE TOP&BOTTOM F�R FLOOR TO CEILING(TRAP�ED)OR VjALL MOUNTINGS OF MULLIONS IN TO
FOLLOWING DEFINITION FOR SLAT SPAN SHALL BE CONSIDFRCO: CONCRETE FOR A GIVEN MULLION TYPE(,j,� 8 G3)
WAN:THIS IS THE MAXPAUM ALLOWABLE SLAT SPAN FOR WHICH A GIVEN Irr SLAT SLIP MAY BE PROCEDURE 4c IF BOTH STORM BARS&MULLIONS ARE USED
USED.FOR A GIVEN A.S.0,DESIGN PRESSURE RATING,
1�MINIMUM SEPARATION TO GLASS FOR SLATS IF BOTH STORM BARS AND MULLIONS ARE USED
• MINIMUM REQUIRED SEPARATION TO GLASS IS PROVIDED ON CHART Ic-PROVIDES SEPARATICN SHALL BE BASED ON CHART fc�ON SHEET 15,17 SHALL BE MEASURED FROM BACK OF SLATS TO
TO GLASS FOR PRODUCTS VWO OR W1 STORM BARS(SEE STEP 4). GLASS.
STEP 3:OBTAIN INFORMATION ON PRODUCTS SIDE RAIL ANCHOR SPACING REQUIREMENTS FOR 2.ENTER TABLE I ON SHEET 22 W;A.S.D.DESIGN LOAD AND STORM BAR SPACING ANC DETER141HE
CONNECTION TO EXISTING STRUCTURE FROM ANCHOR SCHEDULES Va.Vb&Vb'ON SHEETS 16 MAXIMUM STORM BAR SPAN(HEIGHT).
THRU 18.ENTER SCHEDULES WITH FINALLY DETERMINED ANCHOR TYPE.SUBSTRATE,MOUNTING
TYPE,A S.D,DESIGN PRESSURE RATING& SLAT SPAN AND OBTAIN MAXIMUM ANCHOR SPACING 3.ENTER TABLES 2 OR 3 ON SHEET 23.WITH A.S.D.DESIGN PRESSURE RATING AND STORM BAR
(INCHES ON CENTERS),SEE GENERAL NOTE 7 ON SHEET I FOR ANCHOR SPECS. SPACING AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE TOP
&BOTTOM OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOUS ANCHOR
STEP A'IF PRODUCT INSTALLATION INCLUDES STOR41 BARS,MULLIONS OR STORM BARS&MULLIONS,THE TYPES CC1VERfNG PERMANENT(ANCHORS A 9 D)OR REMOVABLE(ANCHORS 8&C)INSTALLATIONS
FOLLOWING MANDATORY ADDITIONAL PROCEDURES ARE APPLICAGLE� &A CHOICE OF 2 OR 4 ANCHORS PER CONNICCTIOIJ DEPENDING ON LOAD AND STORM 13AR
PROCEDURE 4j.IF STORM BARS ARE USED SPACING,
4.ENTER SCHEDULES III THRU 2c ON SHEETS 24.25 9 26%V1 A.S.D,DESIGNPRESSURE RATING:
1.MINIMUM SEPARATION TO GLASS FOR SLATS IF STORM BARS ARE USED SHALL BE BASED ON MAXIMUM MULLION SPACING(MAX.,12%8-OR 71,AND DETERMINE MAXIMUM MULLION SPAN
CHART Ic.ON SHEET 15,IT SHALL BE MEASURED FROM BACK OF SLATS TO GLASS. (HEIGHT)"il ALLOWABLE INTERPOLATION IN BETWEEN SPACINGS FOR A GIVEN &Z�3 I,
MULLION TYPE&MULLION ORIENTATION,
1 ENTER TABLE I ON SHEET 22 W/A,S.D DESIGNI-OAD.STORM BAR SPACING AND DETERMINE
MAXIMUM 5 SEESHEEIS10,10A,1%11A,12,12A,13&13A FOR MULUON CONNECrION DEYAILSAT TOP&
ALLOWABLE STORM BAR SPAN IHEIGHTI�, BOTTOM FOR FLOOR TO CEILING(TRAPPED)ORWALL MOUNTINGS OF NIULUONS INTO CONCRETE
FOR A GIVEN MULLION TYPE 62
3.ENTER TABLES 2 OR 3 ON SHEET 23.WITH A,S.D,DESIGN PRESSURE RATING AND STORM BAR
SPAC,NG AND DETERMINE APPLICABLE OPTIONS FOR STORM BAR CONNECTION TO CONCRETE
TOP 9 BOT TOM,OPTIONS PROVIDE ANCHOR SPECS AT ANCHORS TYPE LEGEND FOR VARIOU,4 ER STEPS 1 THRU 3 IS SIMILAR FOR INSTALLATIONS INTO WOOD FRAME
ANCHOR TYPES COVERING PERMANENT(ANCHORS A 8 D)OR REMOVABLE(ANCHORS 8&C) HE SHEETS 20&21 FOR LIMITATIONS APPLICABLE TO INSTALL�ATJCINS�JNTC
INSTALLATIONS&A CHOICE OF 2 OR 4 ANCHORS PER CONNECTION DEPENDING ON LOAD AND -�UCTURES,
STORM BAR SPACING.
P. TILZI
;L0RfF.A WLDING C00C (.No,, 11;91.VOccity H.frj.a Zo,,�
pl`�11 01�
6 Nautilus
No.-44167
POE
Rolling Shutter Systern
EXPERT SHUTTER SERVICES INC.
Tk"It tWttlf; Ct4INEE�41G COVP�W
1. '.1— 'j.W EMM09C TPEV
Aw — "., M".-
M-011— �T WC C.FL �458�
Lb-clrl7t9 fr'2)?—'v,
kj 1�T._AT J1.Pf
tlf,�*,�Lk,0
SLAT PERFORMANCE CHARTS Ia.- lb, Ib' & Ic: (ONLY VALID FOR 1/2"SLIP)
FOR A GIVENAS.D.DESIGN PRESSURE RATING(p,s,�,PRODUCT MOUNT CONDITION INCLUDING ANCHOR TYPE AND FOR INSTALLATIONS Wl OR WIC
.qTORM BARS
CHART la CHART Ib CHART lb' CHART IC
MWUUW VALUE WCATWE A.SD�UAD
3/6'0 KWlK BOLT 3 ANCHOR 5/16ra TAPCON XL ANCHOR 5116*0 TAPCON XL ANCHOR USE MAXIMUM POMIVE A&D.LOAD VALUE
POURED CONCPErL TO POURED=ZRE-�& TO ORYLPT FILLED CELL CrNCRETr BLOCK
MAX. I=. SLAT SPAN MAX. SLAT SPAN �W. SLAT SPAN REQUIRED MIN. SEPARATION TO GLASS
A.S.D, "Lum" (n) "LmAx-(f 7) MEASURED TO BACK OF SLAT(;n)
DESIGN
BvW-mff IDUW-,Dvr WAIL TRAM su"-Ow suw-w W/o STORM Ems W/STORM amts
IRCSSURi mow It uOum ww-cr
RATING 14 1� E
®r SIX tgms 0 -, a-* —W/'�) I wwo ZON WIND zo E5 wifill ZONE
= Sa O=* r
SIX I.M. sa WTIES* W.9 . 'd SEE_To MIND 2014.
(p3f" Sa ,Mo SIX N= 1-3 4 1-3 4
15*-4' 20,-0,
7
W-2- 20'-G la*-o' 20*-0" 20'-0* I!:*_o" 16--y' I A*_0 1 14 1/2 7
17-4, -'-le .14*-5' _1"-IC- i 1- _14 .1 6- 7'
2 7'
45.0 20,-0;-
16*-C' 17*-4" 14 1- 14 1/
0 J� I T'-C' 1 14
1 L" 12'-Io' W-2 _V-�l 12*-S'
J�7 2
-S 1, .-4. er—r-1 1.2'-4'_ 14 1/2- 6' 7'
60.0 19*7!* 13""o _14*-S' 12'-
14.-2- 1 V-8, 1 1'-4� )Y-�- 1 14 :/2 6
- '
C'�.lo._'�l� Il. ��
- -- --------
- 1. 7.
0. , 7 _3. ,T� _10' - - -
t "Y-0, W-0 a�_�rr I-, 1/2� V
12'-7- W-10, lo'-o
80.0 115:-:T .3 9-5, 10'-iG* 9'-7' 17'-7" 9'_5' 6*
... ........
ICI-0" W-to" '-To' W-0- 1"2- 6'
8'-5' W-9" 8'-7' Ic'-4' 9-i 86� 12 1/2 7'
7'-6' 7'
_3' e'-o- a,-
i6.0 0- 7,-4 7
IT-7 W-11, 7'-10- __7'-9- 7�-2_ 7;
7'
................ ....... 7'_
9'-3' 5^-2' 7*-5" 8'-5* 7'-6' W-11, "To'
.. .............. . .. ......... . .. ................ .
7'-5* ii'_S' IT* 6- 7'
1' 0 _9' 7'-3- 2'-0* 11-5. 7'-0' 1" 10 1/2- 6-
s-5;' -,-z- C 10 1/2- 6'
6�.To- 7' -Z'
7*
7'-6-
-4 7'-9'
7'
A_J. 0"
.........
160 7
1, A13OVE dIDICATED MAX SLAT S?ANS MAY BE JSEU AS LONG AS
C R E
AN HO SPACING -IVLES 011 SHEETS 1/ '8 INDICATE THN7
AN &NCHOP SPAC:NZ IS AVAILABLE FOR 114E CZARESPONDING SLAT
SPA�� AV'D A.S.D. OFStGN �RESSURE RATING, FLCfTII)A BLALOING CODE (Nor, H.�Ii Veip6ty Ift-;cOne Z,�t)
2, RFCuIRES SIDE RAJLS FAS--NED TO EXTS711,4C, STRjCjUPE �NJT�i
C 2�:Jt WECO Nout I I us rRL
318*0 KAIK OLT 3 ANCHOR OR 5/16'a TAPCON XL ANCHOR, INTO
fl."D CONMIF OR GROUT FLLED CELL C3NCREI'E BLOCK. R No.44167 Rolling Shutter System ......
WITH 114-C T--K !;CREVIS AT VULLIDNS CONNECI*N. VA_-10 rC-:z 11LIECO.w.
YlAUL TJOU-JEE, 7RAPPED MOUNTED, ANC 8V'LZl-WT MOUNTED, EXPERT SHUTTER SERVICES INC.
'ut..'t, ,,_g,
31 SiAT SP;.Nl, FOR INTERMrOWIC LOAD, MAY BE
IOU "p-I- 2t
DETERWNEL"BY JN6tR N7E;FrLNT;'0u BETVVEEN EID VALUES.
S
MAX,ANCHOR'S SPACING SCHEDULE V3
FOR A GIVEN PRODUCT MOUNTING TYPE,W!3/8"0 KWIK BOLT 3 ANCHORS TO POURED CONCRETE WALL,A.S,D,DESIGN PRESSURE RATING&SLAT SPAN RANGE t
WALL MOUNT
16mSLAT SPAN RANGE
DES"
FRESSM
RATING 0'-4'1 > 4'-5'1 > 5'-6'1 > 6'-7't > 7'-g'1 > 9'-12't > 12'-16'T > 16'-20't
WOE Rat
>45-60 g• a^ y^ g• y- g- 7" 5 4j8.
9 4 8 5 5J8 5 5/0' _ Su) t f40TE.
. ."SPAS.__.._. MAX. SLAT SPAN FOR A
GIVEN A.S.O. DESIGN
,106-1.e g" 9- 9" 9" 6" fi- - Cr-_ PRESSURE RATING SHALL
>171-140 5" 9' .....,�_ 6_,__„ - JIEYFH EXCEED MAX. SLAT
_,, ._,_,._ _ _.._. ... _., . . ._ __ SPAN INDICATED ON SLAT
9 s" 7" - - - SLAT SPAN D FIE NITION PERFORUANCE CHART ON
TRAPPED MOUNT SHEET 15.
DES" SLAT SPAN RANGE
PRESSURE
RAmr, 0'-4•t > 4'-5'1 > 5'-6'T > 6•-7'1 > 7'-9.1 > 9'-12"1 > 12'-16't > 16'-20't
-30.0 0. g. c, 9. 9" g. 9,
..
>41-60 y" g _.. o 9" ,._s ... ...... 7 1/-,- _
,61-80
>6s-Los
rias-t6o 9" 9" 3" fi'
BUILDAUT MOUNT
MAX AS. . SLAT SPAN RANGE
PRESSURE 0'-4't > 4'-5't > 5'-6't > 6'-7'1 > 7'-9'T > 9'-12't > 12'-16't > 16'-20'1
kAXOE E? 1�7r CES ta} E� rE v :k� t Ej E2E (E2 (79 �E$ lE rE} E2 E3 E} E7
s 30.0 9- g• g' g' g• g' g` y" g' o'- g• g• y g- ?^ c- g' g' 9- 7 3/4 7" 7" 5 5/E
9" 9- 9- 9` 9" 9" 9" 9' 9` 5" 9` 9' 9" 9" 9" 9' g` 7" - 6" 5 5/B" 5 5J8" 5 5/8
9" c• 9' 9" 9' g' 7 17- 7 tl'' S b/&' 5 5/a* 5 5/8' 5 _. .
9' 9" 9` 5" 9" 5" 9" 9` 9" c' 9'• 7' 5 5/8 5 5/8" 5 5/6 5 5/8" 5 5/8' .- - -
58" 55 B' 536 - -
> 5/8 a 5/8-
6
/8 E
7" ?' S SjB 6 3fa" 6 3f4"5 5/8 5 5IB',5 SJs"
,,!litlNNitlulrrryr
A,T/ rri r r"kCR:DA 8Uf'.DING CCOE (fon 8iyn Vp+rcicy Norricane tare)
.-`s�`�r''�\LENS, `�pf`SJ azo,.nt cco,r. Nautilus
rte.
�.r ? R016ng Shutter System
'..•��-':,N{}': dj�S�`" '`= iib �COINC. cuk
EXPERT SHUTTER SERVICES INC
i'tt1'T[STEST..h tNC,NCCnIN4 tOYPAN •R1�T` n
— .».'�•v¢, � •.5+.Ti a5!v r.NnlK1.+:.ar<{ 1[26 6 W.�1Lt4a1SC$iR[Cl ' G
aYff.Nie...r:i:.fH{aak:r..:31 -�"i1
"to'• STA ��' ••'�� "' t_"::. btaeo4:o:.<_er r F44f St.kt>Ck.Ft N"vCa Gw'an'1nG 1.c
�� P ."..���.�" '.8-''✓3J4117 .C.Ifr30i t+'a=Fx,ra•,i:'+:i a1.p:Ya
v'.r�n Q "'\ rR T:w tc�.'::. v k i.art•
't✓<rfr i� [li�al2i'a1 ��� ft^r'.a__ i a'=7 +.a..-,u s»el>:b w:C
rrrrefituilllTTi
MAX.ANCHOR'S SPACING SCHEDULE Vb
FOR A GIVEN SHUTTER MOUNTING TYPE,W1 5116"0 TAPCON XL ANCHORS TO POURED CONCRETE WALL
A.S,D.DESIGN LOAD&SLAT SPAN RANGE t
WALL MOUNT
IM4"
ASA SLAT SPAN RANGE
CE2cN
PNE=ft 0'-4'1 > 4*-5't > 5'-6't > 6*-7*1 > 7*-9't > W-12,T > 12'-16*t > 16'-20't
RATM
AkwQ.9
ZOO 7 1/2- 6 1/2-
........................
-Y jiL_
MAX� SLAT SPAN FOR A
GIVEN A.S.D. DESIGN LOAD
��AN
6' 6 1/2 33/4 33/4
SHALL NEVER EXCEED MAX,
> �11 Kc. .......... 5 1/2- 1/1)- 3/4- -
SLAT SPAN INDICATED ON
SLAT PERFORMANCE CHART
4. 4" ON SHEET 15.
7 1/2- 4 1/2-
SLAT SPAN QEFINITIQ
TRAPPED MOUNT
MM SLAT SPAN RANGE
DOM
pomsm
0'-4*T > 4'-5't > 5'-6*t > 6'-7*T > 7'-0*t > 9*-12*T > 12'-16't 16'-20'f
6--
6" 6
11�30 11,
4 3/4- 3 3/4- 3 3/4
. .............
0�7 1�?R 5-
�1 3/4- 3 3/4-
4-
.................
BUILD-OUT MOUNT
SLAT SPAN RANGE
A=
001m
pfccmm W-4'f > 4'-5't > 5'-6't >6*-7't > 7,-q*1 —> g'-12-t 12'-16* > W-20'7
PAM
�E]j 64 1 (9) (!�j j (4 I (E) CE) (E)
-10.0 6' 6* 6, 6* 6" a- 6 6" Fj' G* 6 5 1/2 5 1/2 4 4 3 3/4
617 6, 6' 6- 6,
.... .. I.......
3 3/4-
>4-
--!V ILI 6 3 .3/4
4-�S 3/4'
>61-80
6 c- 5 5- 5- 4" 3/4
>81-10-1 6, 6- 6- 6' 6- 6. 6- S, 5 3/4- 1/-- 1/2- 3 3/4-3 3/4- .5 3/4- 3
7--
>!oc-120 P, 6 6- 5 1/2' 5 3/4- 5 �/4- 4 1/2- 3 31-a 3/4- 3 314' 3
_�jj2- 2-
...........
3 3/4` 3/4' 3 3/
L �S- 1,121,1 1/2,13 :S/o 4' 4- ------ .......
4 -/2- 4
>
'ODE cane Zcrc
Tit Ft.LIPIDA BULDVIC (Nor If:1, Vtl�c;ty jj.,�
Nautilus
EN
Rolling Shutter S)jterr
IILIECOmc.
14.1 11-111AG A CNCI.EcRalc P.1y EXPERT SHUTTER SERVICES INC.
"In
—�7
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 PRESSURE RATING&SLAT SPAN RANGE t
WALL MOUNT
MAX"o. SLAT SPAN RANGE
DESM
PRIMSURE
RALTINC W--4'T 4,-5,t V-6,T > 6'-7't > 7'-g'T > g'-12*1 > 12'-16't > 16'-20*1
RANCE(p,&I,)
30�O 6" 4 1/2-
4 lF
8.
>41-60 4 1/2
71.7 MAX. SLAT SPAN FOR A
GIVEN A.S.D. DESIGN
7 1/271 ......... 7 11.11 SPAN PRESSURE RATING SHALL
1/2- 6' .......1. NEVER EXCEED MAX. SLAT
SPAN IN
PERFORMANCE CHART ON
DICATED ON SLAT
SLAT SPAN DEFINITIO SHEET 15.
TRAPPEaMOUNT
MAX A-',D SLAT SPAN RANGE
DEWA
PRESSWE
RAT= W-4'T > 4,-5't > 51-6,t 6*-7*t > 7*-9't > g'-12't > 12*-16't > 16'-20"
............. ............
............
>61-90 112-
,5 In 6- 6- 1/2- 4 1/2-
...........
4-
6�'
4 1/2- 3 zkl'
BUILD-OUT MOUNT
SLAT SPAN RANGE
PRESSUK 0'-4't > 4'-5*T > 5,-6,1 > 6,-7*1 > 7*-9*t > 9'-�2'T > 12*-16-T > 16*-20't
Rokmxc
RAN" 6�E) QE4 It
E) (E-;
6- 6- 6- 5- 0' 6' 5- 6- 6' . ....... 6 s- 5 1/2 4
............
5" E;- 5 �/2- 5 1/2- 5 -.12- 4 1/2' 4�
7
>s" IDS 1/2 1/2 s 3 4
5 '/2' 5 1/2' 1/2 1 1/"
>lc�:�2� -
>!
9 1/2.1 4' 3 3/4' 3�4
. ......... ............
4'
N,T114; LOR,r,� BUIONG CODE "N- figh velol;ty zamt,)
.............."I
E NSe
u s FA.L.
Ncu �l
Rolli.9 Shutt,, System
I L E C 0 1 m c.
EXPERT SHUTTER SERVICES INE—,
KVI IfSllu�A E—NECA—CO"PANY
- - r �06 SX X-40RE
"q�,Uf4.FL 11�61
te-.fo
SCHEDULE VC:
Vx FORCES(Lb/FT)&Vy FORCES (Lb/FT)ACTING AT JAMBS FOR AN A.S.D. DESIGN LOAD RANGE, SLAT SPAN RANGE FOR
POURED CONCRETE OR GROUT FILLED CELL CONCRETE BLOCK WALL BUILDINGS
(USE MAXIMUM VALUE BETWEEN POSITIVE AND NEGATIVE A.S.D. LOAD)
MAXIMUM SLAT SPAN RANGE
A.S.D.
DESIGN
PRESSURE 0'-4' > 4'-5' > 5'-6' > 6'-7' > 7'-9' > 9'-12' > 12'-16' > 16*-20'
RATING
(psf) Vx VY vx VY vX vy vx VY vX VY vx VY vX VY Vx VY
s 30.0 10 60 '10 75 165 90 238 105 e-2 135 594 '180 999 240 1390 300
>31-40 10 81 C, 10 100 386 120 440 140 398 180 8-73 240 1328 320 1823 -100
>41-60 10 120 290 150 794 180 509 21C 708 270 1266 360 962 480 2553 582
>61-80 10 "So 6i6 200 767 240 796 280 1007 360 1695 480 2422 600 2547 596
>8'�- 105 123 210 550 263 711 315 1142 368 1372 473 2009 59 2492 638 -
...........
>106-1 240 728 -300 881, .360 1345 420 1587 54C, 2112 640
--1 .1..------ ...........
>12�-140 552 280 9 6 r" 350 10C17 420 1612 490 1869 630 2 03 9 6.3-5
>1 6 0 78 i 320 '1 186 1 400 1 7,322 1 430 1 18/3 560 1740 1 640 --
NOT E: SLAT SPAN DEFINITIO
IT SkLL BE THE-1ESPONEIABILTY OF TifEC04MV-,CTOP.OR
PER1,11T POLDER TOVERIFITHAT E,�,STNG STRUCTURE$
DESIGNED TO SUZIPORY V,VZVY FCACES IN FOUN-�S PER
U N'T FOO 10 F SH L-11 E R H E I'.f,7 A",80 1 H-WA B S,
S-�E 7,JfS S`I�ET FCRVx �Ij VALUES.
Vy
SIDE RAIL
;=---Vx
I
Vy
FLORJDA BUILONG CODE (No.JI;qb Vcfo.�")l fj'f,j�ar��2.-),
E S,
* Nautilus
Rolling Shutter System
WE
S CKMEEF14r CO-�-". EXPERT SHUTTER SERVICES INC.
.1.——-� a',TMIK 11,14EV
40 ff�l K,
C9
tKo -S
SLAT P913FORMANCE CHART lbl & fel (ONLYVALIDFOR 1.12-SLIP? SLATPCRFORfAANCE,CHAR1 llbl & fONLY VALID FOR 114-SLIP) L%XIMUFA SLAT SPAN AND MMIUM SEPARATION TO GLASS FOR A
GIVEN WOOD GRADE�QS 1) LA W Jr AND
S TSL
0----LO--4p
MOUNTIN
roa AGIVENlAAXI%IUMAS D OEMN PRESSURE k4TINGIP,QANDSJVTltR MZUSTCOODITIOH For FOR A GIVEN MAXIMUM ALSO.DESIGN PRESSURE RATINS m.n AUD SHUTT.Ft MOUNT OD,,onoN paR SHUTTER G; P UND MUS WALLS I ZIPX141'STU S.
INSTALLATIOU-5 M STORM BARS PER OFTAt 2 BELOW INSYALLA TIONS VW3 S IOAM BARS PER DETAIL 2 SELDW AS PER UMITATIONS ONDETAIL A
u CHART Ilb I USE W/ LEE imn ut,wul wvm Pom Am wgww"A M Atr—wjwm-fast*Am
CHART lbl SE W' CHART lCl I CHART JjC1 we I=
lb UbJ
m"vur wwm FMK AM m=K"a WQ USE UUM WA 801M FOWK IM MMM A=EM WX SEAT SPM WL SLAT FcmwL
wm "r=
WE MAZIUM POSMWE A.S.O. USE MKYJAN POSITNIE As 0. WOOD GRADE �Lw. U"*V!" Lw,-(FT" Sur t2l
4,4
"6'0 TAPCON XL ANCHOR UIN. SEAT L&D VALUE WIW01APCON XL ANCHOR UK SLAT LOW VALK VNI Bu4a-w "1— /0 sroft M
SPAN SPAN RMII4 M31" "t". -.I—
l.". (pol W.,w ZONES WIND zow
Mw-SLA7 SPAN REOUM Ilk SEPAW=TO CLAM WAMN REOUMED UM S14T SPM MUM WX SEPARATIDN TO GLASS =�A=%=A
It) UMUAD TO B=OF SLAT(ul) A-U. Lwx,,tt) I utsm TO 3"w Sw N SOUTHERN RsE R(G� 60,
ASA Lwxl yo bes"
Ocum FRCMM IML 61 SAM
PRMSURE llf" 5"� &Jab-ow W/o MRS RMINO 1,0%W/ TC--CAfi) Q'-Q'
MIZ WI 4 20NE -0,36,
...........
60
FAMNO WOWT mom 15
A ," 6"' " (=.=a =mm,
ip-11 I=too #wma](Mrom 1-3 (ME IV=
X A::.
A-1:
7--q- 7'-1' 7'-S� vs.
__V-7 -c. a I/a'
4fO 6,-g, y
—rc- 7'-3' ?'-3' �"-6'
lo'-0 FAJO 7*- 70�3% 2'
"�I.FOR-..E_CHART M:fONLY VALID FOR 11W SLIP) SLAT PERFORMANCE CHART IV LLESS THIAH 118'SLIP)
A ca%N ION FDA FORAGfVFNASO,QESIG%LCAOfPSfj SKMERMOUUTOOI�TIONI INCI.L!004r,
FOAACNENUAMMUMASODESIGN PRESSURE MAIMO Iz-.1, SO SHUT,ER MOUW. T z
vNSTALLA'nOfiS'xO STOWA BARS PER DETAIL 2 BELOW AUCtCOR TYPE A40 FOR INSTALLATIONS AID STORM BARS PER DETAIL�flftcrw ......
SLAT SPAN DEFINIT]
SE CHART JJJC 1 ON
CHART lUb 1 'WbI W16"o TAPCON XL ANCHOR
IMMM thilt VKM FOUINE NO NEOUK uvo
MA)w"Pospor A-ta.
use UA)awm vAux SOWUN P=mE MAXMW Posm
LOAD VALUE V W,
6!16'0 TAPCON XLANCHOR UX SLAT NOMIK A.Sa LOAD M'SlL LOW VALUE
SPAN wx SLM ux
MAYL SLAT SPAN SPAN SPA
Luoe ffivimm MIL SEPAlvJ"10 CLISS N W OA=W04=1G)
6kVWUIJ IFT) *Lma'(FT) 4r��
(f-T) mustoo TO&.cx or SLAT OEMN �t%",w "TF.%PKD -�4 -141-1-,,V.
Ors4w -M -w -- LOAD W/o wORu OARS
prissm -ALL omjt, wab W/o BARS kI E;0,Sti,tt-,4�,
RAIU4 W�o zoku wHo 2 W�V,Zcmc
DETAIL I(ELEVATION)
ONE
N'o 7'
7-7* ..........
------------
40LC--
............
504— AEiVVL %NCATED IJAY, S-Al VA- 3[ V�;v-r AS LO?,4C� I,$
!,'-7' PACUNXI SCH-OULES ON S11E. DcAi7
_D Atic-1c, i Al A,S.,".:Nc
IS 1"CR PHE S'A7 � 11 -
. _,P_.4 *��4t) A'S.f, -
L 180.0
l>yn MAXIMUM A.S.0,DESIGN LOAD VSWOOD GRADE SCHEDULE: I rR4I�r WMLL 10 LIE ;J-0 S-MCTLY IN
VALID fm ColaAS-FR-93M(G=04E) Tr4i, 'LO��I:;A EU:L'ANC' CODE MiNAIUV C-F
ScuTlfm POE 02 0,41" SIDE -Dprraft. EE
Mz!UX F%E-41R-STH(G=,O-W
w44 FM DOIjaAS--FR-$XfN(,D-c,46)
SOUIHERN P2,E R
W.Lil)FrR SOUTHRA CUE J2(G-04%)
SLAT SPAN QFFINITIO
.41 ajkw & Til F�-CRJC�A VUrDN(; CODE �Nc-- Ve,OlcitY Hllilll 2�
ILIR ........ c nv�W�,Etc
V, Nauti
INSTALLATION INTO WOOD FRAME STRUCTURES 144 1 li s
Rolling Shutter System
11LIECO.Mc.
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MAK ANCHOR'S SPACING SCHEDULE V1 FOR A GIVEN SHUTTER MOUNTING TYPE,WOOD GRADE,A,S,D.
DESIGN LOAD(psf)AND SLAT SPAN RANt3E
WALL MOUNT&BUILD-OUT MOUNT TO 2"X4"WOOD STUD WALL MOUNT TO 2"x6"WOOD STUD WITH MINIMUM 1/2"PLYWOOD
fSEE DETAIL 1 ON SHEET 201 (SEE DETAIL 2 ON SHEET 20)
SLAT SPAN RANGE
WAXIAW SLAT SFAN RV" XSZ.CC"
WOOD GRADE 'Mcsff WOOD GRADE PRMMK
W 4- >4 b 5 >5 G!,>C br >lto 9r >9 t.to"
(PO) 1-�T to 4�-�
2;, 16,
SOUTIIER14 PII;E #2 SCUTHERN PINE f2 11 6"
1 3/4
Ac 3�4
6 6-
C, 1/4
DOUGIAS-FIR-SOUTH g 30.0 f," DOUGLAS-F-R-SOUT�I-t- 6� ..................
kG=0-46) 40 5 /4; 4 1;74::
Sp:�Jc. 1=101E�;I�-IOUTI /4j
E
BUILD-OUT MOUNT TO 2"xS"WOOD STUD VVITH MINIMUM 1/2"PLYWOOD
(SEE DETAIL 2 ON SHEET 20)
SLAT SPAN RANGE
> >6-7, >T-1w
WOOD GRADE or-.v >,(-,e >7--V
1=11�-xc
-J: .........
S,MTHIRN PINE #2. ......
-,
'14"
1�4'
6' 4 112" -1 112"
SPRUCCE PK-n7,-S0Jffi 300 6
L I I
LLQM.
IAAX� SPAN FOR SLWi FOR A FLOMA 5J:LC1:NC COD-- N--n Ifigt, Voi-c�ty Ij,,;cjnc zcr.e)
MU--w.-Ilr,-��,-_G,.:!
2"
5
4 4
3' 3
G', c',
GWEN A.S.D. DESIGN LOAD
SHALL NEVER EXCEED MAX. t KIE'0 Cpu,
SLAT SPAN INMATED ON * Nautilus
Relling Shuter System
�LA1 PUR--ORMANCE CHARTS IILIECO.pdc�
6N 20 SHEET, EXPERT SHUTTER SERVICES INC
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TABLE 1
MAX.ALLOWABLE STORM BAR SPAN (ft)FOR A GIVEN A.S.D. DESIGN
LOAD(p.s.f).&A GIVEN STORM BAR SPACING(ft)
MAMUUM
A.S.01 STORM BAR SPACING (FT)
DESIGN
PREMRE
PA71NO 2' 2.667' 3 3.5- 4' 4.5- 5' 5.5- 6' 6.667-
1
'psf)
30.0 1 1'-0*' 1 1'1
I V-0" 11 -o 1 1 1*-o" I l'-o" T -c" THIS REGION IS CNLY VAUD FOR iMSTALLADONS
I OR UORE SIORM EARS PER S�IJTTER
35.0 Il'-o" ll'-o" I 1,-C), I l'-o'
................. ------
40.0 ii'-o W-o" I I 1-0- 1 I'-o" 11*--o' -0"
-i _0 --o' --o o" I
-56.0 ll'-o" II'-o" I V-1)" W-o" I-C-0" W-o" i I ll'-o" I '*TH?S REGION iS ONLY VALID --OR 44STALLATIONS
.-D� - - W/ 2 OR MORE STORM 3APS PER SHUTTER,
55.0 W-o" 11 1 V-0- i*-o" 11'-0'* W-o" 11 11 -o
60.0
76.0 1 F-0" -0" ,1'-0" I,,'-C" 1 I'-o" 1 V-0" 1 V-0,
5 .............
80.0 1 1 1
-0" 1 1'-C." W-o" -0" C.. 1 1'-0'* i 1'-G" 10'-10"
85.0 6 -T I 1'-o" I I'_0
90.0 1'-0- 11'-10' 1'-G" I W-o" ll'-O" -
95.0 ll'-O- I C W-o" i 1'-0** 1*-o" W-0-
100.0 1 V-0" 11'-0" �'-o"
105.0 W-0"
110.0 W-o" I i'-o'* -W-o- 11
Tk6- o"
..................
125.0 1 V-o*' I I c' I ow,- ow
130.0
135.0 W-o" --o" ""'-0"
140.0 1 -0'* W-o"
-.11--.--—- I I -;- - ' ' ' 11--.1--l- I - -%�.-...........
145.0 1 V-c" I l'-o" 10-11"
..............
-1 0 -1—,, o"-
"CEN-'TEIR L'INES O,—FST"`c"R-f.! -E-AR"S' -tN-- FLOROA BUILDING CODE (Xo�likit,Y.I�cjly flu'?'�c- zo-)
FEE-, OR FROM TIP OF SIDE PJ4L TO CENTER OF STORM BAR.
i? Nou tilus
Rolling Shutter System
V F67
L ECO,mc. CAM
EXPERT SHUTTER SERVICES INC.
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TABLE 2 TABLE 3
REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER REQUIREMENTS FOR STORM BAR CONNECTION TO CONCRETE TOP AND BOTTOM PER
SECTION S-S(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(p�sl).&STORM BAR SPACING (ft) SECTION S1-S1(SHEET 9) FOR A GIVEN A.S.D.DESIGN LOAD(P.S-f,).&STORM BAR SPACING (R)
MAXMN vlam"
STORM BAR SPACING"a"(I STORM BAR SPACING"a"(rT;
=WN 61 5. 6.
WW
*am 21 2.667' 3. 3.51 4' 4.5* 5. 5.5, 6.667' 2- 2.667' 3- 3.5, 4' 4.5' 5.51 6,667'
40
_Ioc�_ ex.� Ab.0 &B. a-Ca "Ic.o A.B.C.r fle.CID 30-0 bQX.p_ H.c!Q a S,c
__±_ _� a - B.C.0 A'' c
35�0 R". -J�tu 1. 1 's- -—112.��, � -3:p-c
—B
--A U.C.0 ko.C.0 A.B.C.0
A.BXM ke.0 _LB,�.p _&ELc,.R A-A&p, 40.6 AB. D, A .,-D C
A.EZ,D &BC,c A.9.C.D &U.0 kBC A.6,C A A A
50.0 -A
A'844) "B.C.D �C, C .0 C.D A.9,C,D A�,B A�a A
_L8 !t.k �"jg 2� A
5560 A�U-C, C A,O.C.0 3.C.q A1B.c
&-Clp� 'EL W-0 A.B,C,D 13,�_ A_ A A A A
-- P-_6 - - L q.k -- __L _, __�,BX __ _ _ _ _--- I I-,".-,
�Sc(L llms,�-k "�k�:qk. �k iV�a A.9 A
-�m'o AB.C,D A.B,C.D _ABC_ 6&0 - - __ _A_
A-B-c -Atl: � ----�,--- -A -- A -11 "----'A
MIC A A
—�Nq--D -11 -- . ...... . ... ............
/,SwCoD ".C.V 75M AB.C.0 AB.0
A A A 4 A
Ef--co a -A, ........
A A A
.......... .............. z
S&O &U.0 A 1; A
Ec C ........
L- A A.S.c A A A A A
A.8 A A A 95.0 A�8.c A A A A
............
A
C,v A A o0,6 7-,
,�-004- A C A A A A
AA .......
&B—C 0&0 --- A
At#�C A A A _,.A. A A vii�i W i
I .......... 5.0
_121XO A. A.B.0 ABC A A A
-kB A
1:��.D A.B.C.0 A. A A A
A A A A ......
JAq,_G Bx A�B.0 A A A
A A A
-_7 .0 A A A
A'S ?� - -- -- ,-" -- - I,: , -,--, -- -- --- -, 7 _7
JS9 .-&BqJL, ka-c - .0.0 A 7_ 7
ViiMo Av*3 C A �Ak A . .....
—9- '0
krj A
.0
ANCHORSTYPELEGEND
A 33/8'.- CARBON STEEL 00W SOLT TZ'
EXPANSION AU,^HCR W/ 2 112- W:,.
ElAsEf)M--NT*& 5- Mi, THICY PnQURFO
CONCRLR (:,c = Zo,'D psi)
3/8*.xl 1/4' -OWEPS CAIK-114 ANCHORS
W/ 1 1/4" Min. EMEEDMENT,*T� POLIRED
CCNCREIE 0'z = 3000 Psi)
WKHINE sCrEWS
C 1/4'c.-1/4' A.- POINTS 50'10-St—,
ANCHORS W1 7/B* Mi, EMBEDMENT*TV.
POURED COKREK (I'c - 3000 p9i) &
*,e-S 5rAjm,EVS STE-11, UAOiINE A, 7 FLMOA BUILOIN", COOF(.V1. High Ve�'o�-;jy I-jc... 2,,e)
SCREWS ............
,\rENs Nautilus
5/16'0 ll'W/WL07 TAPCON ANCPORS W1
D
wf.v4T*-,c, pounEE) Rolling Shutter System
2 10, sk�. Ems IL EC 0
Z�T CATE
CONCRETE (f*c = 2599 osi)
Z TILLIT IESITHO A tNOiNECA"',co—.w EXPERT SHUTTER SERVICES IN
EMBEDMENT IS BEYOND ANY FLOOR CEILING FINISH STATeOF
0. A
-Mr,
#—V ':!:!4 4
SCHEDULEla
FLOOR TO CEILING(TRAPPED)MOUNTING SCHEDULE 2a
MAX. SPAN(ft)FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING
A.S.D.DESIGN PRESSURE RATING(p.s.f.).& A MAX.MULLION MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D.
SPACING(ft)* DESIGN PRESSURE RATING(P.S.F.),& A MAX.MULLION SPACING(FT)
MAXIMUM MULLION SPAN(FI) MAXIMUM MULLION SPAN(F!)__
MAX
A.&D. MAXIM CGN 4-xTxlW MULLION CGV 4'X8-x1f4-MULLION 4-17-04-THICK rT FLANGE)MULLION (g)4-.6-%1/4-MULLION 4'xB"xV4'MULLION G2 4x7'xl;4'THCK
DO" MULLON DEDW MvLL%m
-FSSSLO SPACM pRc.9uqm SPACM i FLA136 MULuLIN
SkIM (ft)- PAW (ft). __. .
(P-0 QWW-T�01,i#I �#Jj oRjENTATIO"f2(D)t GRIVITAPDN 11 #�,t:04;EWATION f2 0) owwrvior,;02 04 cp-f,) CkEhTAWN it =it GRJEWA7101;02 okcwAllotj p *=#,�t omEw.-, #2',H)T onlfifflAT)os J2 Mt
EKD 44ERIM t VC I NIERiOR END NTENtoR END WER�011 EW DO I *TERIDR
�LQ 1�11CWQR OND WTERIOP E1,0 NITEklop END IWERM END I tWERIOR
Sao 2T-5- T-10- 9
12'o" W-7, If-o, IZ-V _9-1. r-,s*
-1. .1.J2L __N q___-,A79, 7* W
3" 20,_o" I,-,, W�q- iv-4, 12,
354 2T-b� =3- I I w-c� r
............
70'-C*
c'-w —V.:� -6 ........
...........
v
.. ....�:vr, 6:7
C-c" W-2, 7*-4* s*_1 I 5s�
............. . .........
5&0 :W-o* Y-11, 7*_11 e,_7, c"_3" W-4 lio-
V-91 V_To, _r
............
_,jZ r-
_'n
55.o W-4, -9
-AL--4. __C7"_ _A�t!
9.-7-
5'-4' 8'-2' a,-7' —_ _ ____ -- - .- ,—_ -_ _,- .�!--I
12'-
75.0 m.-G. F-91 7-:i�_' '��4- W-3, 5,_6 ,,v
V-P, 7-1 1-4 9,-h,
5,_6 12-5
--co:F_ lv-q� 7" —7' l 3- 7'- a amo 15*-V 5*:�K 7'-1�. 5'-4-
;1 11- -- __� -.—__ - -_ _ -L"'-- 1. . .. ___ _,_-, - *_t*
,V-o* W-9, 7�- 7,-9- V_ 7,-s* 6*-21 5,-G 12*73 ala Is'-w 5-2. 7'-7- 5"-4" 9*-3' f,7 10' 8'-2' e-aL !2'-3
smo
7,-7, ,_9" 6,-" 7,-9 G,_J, V-4, mo 14 V-To, 7'-,- !i,-V D'-3* v-11-
oz
7A,
-_7", 5'-7* 9,-3, 7'7 2�
7--e- 7,-9, 's
___r ___ _____ :"7s
JM,o V-7-_ 12,_3 1= 7�- a'-2, 6,-;"
�2`-3
5--ts- 7�-9' _o W-S" iT-3 Alov It.-F 0-3- 7-7- '-F 7
A _!1�77'_, ��:R:
Ma,
7,-7, r
!2MO I W-W 'FZF --
?'-5- -7- V-5- 6,_1 o" 6_0 W-3 12`1� a'- 5,-o- 9,-3, V-3,
7 r_ci� 7'-10' ,_4L7?7 12:7!
-1' 12,-3 12&o 10�2' 13* R*�-�.
6-3* E*_i?,
7" W_ 8,-2,
iZ 7 10.
T-7'
-I. --i- 1;**-3 14CLO
.0 6-4- 7'-7- 7--2- -to*
!4oz . . ........
Z 7-3 45� W-3.,-
L2_
fga
V-2, T-6' w_�*
7'_ 12' 3
7'-6, T-9
;:.7
7�_j: -2 1 11-5
C-2, 7- I-o. 1 1-1 9�_3�
'MAXIMUM MULLION SPACING SHALL BE SUCH THAT MAX ALLOAABLE SLAT SPAN FOR THAT A.S D,DESIGN PRESSURE RATING SHALL NOT BE EXCEEDED.
t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE iLXTERIOR)OF PRODUCT.
MULLION)
Mut JON
A BUILDOIC; CODE (N�, High zor,0
Ncutilus
MULLION SPACING:"S" Rolling Shutter System
-P OLLIT TESt'. Eso,"Ecul"m EXPERT SHUTTER SERVICES INC.
li26 s.14,a 0(1crc sifiEE;
OF. _10�.
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-EP
,14
SCHEDULE lb SCHEDULE 20
FLOOR TO CEILING(TRAPPED+MOUNTING MAX.SPAN Oil FOR END AND INTERIOR MULLIONS FOR A GIVEN WALL MOUNTING MAX. SPAN(FT;FOR ENO AND INTERIOR MULLIONS FOR A GwEN A S D
A S D DESIGN PRESSURE RATING(6.5 7.),&A 12••(-MAX MULLION SPACING.Ift) DESIGN PRESSURE RATING SP.S F.)S A 12"W MAX MULLION SPACING(FTs"
MAXIMUM MULLION SPAN(0) MAXIMUM MULLION SPAN(IT)
WJL
4':7'z ua'TN!Cx(35'FLAGE}L„Lbi i; �4'x5•xtt4-7ULL1ON AE'xtt4'MULLION G2 a^xPx114':Ht.� @4'X6-.114-MULLION G4•x8•XT4MULLION : G
PFIESSM�� �FLAJI.E)MW LIOr
toPrypJaH
{py!•)RATSV (it)- (it)it Pt DTG£NTATcli{2 WitO-ENIAT16N S �t citehTAT10.N/2 i
SCHEDULEIc SCHEDULE 2c
FLOOR TO CEILING(TRAPPED)MOUNTING WALL MOUNTING
MAX. SPAN(ft)..FOR END AND INTERIOR MULLIONS FOR A GIVEN MAX. SPAN(FT)FOR END AND INTERIOR MULLIONS FOR A GIVEN A.S.D.
A.S,D.DESIGN PRESSURE RATING(p.sj.),& A T-Q'MAX.MULLION DESiGN PRESSURE RATING(P.S.F.).& AND 7%0'MAX,MULLION SPACING
SPACING(ft)* (FT)*
MAXIMUM MULLION SPAN MAXIMUM MULLION SPAN(FT)
ukx.
UAX, A_&D�
A= WAXWJW OG 4W'Xll4-flULUCT.N GO, 4-x8'XI14-MULLION 'G-2)I'.7 Ix 1,;4-T H I C K(3.1 a F LM G S I M U L L 10 m DEPW ukvbtw (DG4*X6'XlW MULLION -OG, 4*x8-xlI4-MULLtON 47X7'xIJ14*ThICK
=MULIJON PREsstm Ifuum (2-FLANGE)MULLION
pAT,4 SPACM PATM SPACM
ORIENTAII,01 0MCjlTA7VCN 1120,1 OMNIAM-h III 9=�Tj OR114TAFIC-1 12 at-wit—En-riii�01 #41 bicENTATM,I ATION I t 0;hZh-TATK)N J2(R)l ORDrADON Ot *:�t OMENTATI:W#2(D)f
EN:l I VITERM Eno 1JER-OR DID j9E9,rq FJ40 "ITEP*R END END g(TERIOR E140 I 1weme b.'O ws= vio INTERIN IOR END I INFERM
U'Lloill
30,0 ........ 12.7 12-
sr-6-,___ --mg 12_6
3" 12'-P',. _*zE'
12*-6* 12,-6" L2:nt�_ 40,9,
................
7
12 6 .2!-C,
504
12-6, 12*-G' lv=A7
7' 12'-6' r�o!
-:6' _60A............... ----------
_jjj7jC___IL__ 12'a'
.7-6' 12,-c,
G&O
i�-mat:_ -,q
_!� j�_- 12,7C W-3, 6' Z-6, 12*-6* 17,-v
70-0 7D.0 - ll� ,_!L 1.-...-
7 17--r , —,2--r - .-,I. 12_G n,!1:
1:-,!: _no_ _. -1 1* p__....--I-- _i!� �
to' 12'-fi
7y" . .......... W-0
no
12-ir to- U*-#- _0p.0,. 10'-7 -2:, -A I'-,Ic-
_L _ ___7±" _17'
_9,-st* I;*. ......
2'-C'
W-0* Ifto 7'rQ7. _a�j- ........
IC64- 77:2:-,
9,-ql 9'- -6* lo*-R, �7��.,__ 9*-z.......
110.0 7'-0 mo-0--
to' 11&0 V-1 10*.-!l
7'-C" 6,41, Wm�, -Y-j* _12--6,
A'7Y -17'-e
7,-q* a�-A:, e*,?'� 19-7- cq,-3, 9.-4. 5,-1" 12'-6' 6'-/' IV-61
-7" -0�
h,-I 1* 8'-4 8
Ily-s' 9,-g* 1 --6'
71 7_�7_ : 2
Jau. ._K_ llt_
e'-v* . . El
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2o
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T-4 a-
12
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0 7.- gv , ,
r v V-10, ?
7. M-2
12`5*
A: Z 9.-Ir to w-a� 111-1.
lo, P.. a 8`9, !;MS....... .... -------
_2 T_tli
LLJ
1604 11 9' v
LIAXIMUM MULLION SPACNG SHALL BE SUCH THAT MAX.ALLOWABLE SLAT SPAN FOR THAT A.S.0,DESIGN PRESSURE RATING SKALL NOT BE EXCEEDED
t MULLION ORIENTATION IS AS SEEN FROM THE OUTSIDE[EXTERIOR)OF PRODUCT
MULLION
INIERIOR
MULUON
0,1011,111101"
T1
FLORIDA Bul�DNO -_O�E (Son ll;qt
_11(ce
It No u tflus
Roll' g Shutter System
MULLION SPACING:"S" IL
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