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BusmeSr Product Approval
Professional d, USER:Publit User
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1 Ai cr r c:-1er: +P- Fut+4csa?+n=arrh �>Application Detail
�-s FL,4 FL369 R8
" �'- Application Type Revision i
Code Version 014
Application Status Approved
Comments
Archived
Product Manufacturer American Shutter Systems Association,Inc;
Address/Phone/Email 4268 Westroads Drive
West Palm Beach,FL 33407
561)209-8263
bfeeley@easternmetal.com
Authorized Signature Bill Feeley
lrodriguez@easternmetal.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Accordion
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report Hardcopy Received'
Florida Engineer or Architect Name who developed Walter A..Tillit,3r.P.E.
the Evaluation Report
Florida License PE-44167
Quality Assurance Entity National Accreditation and Maragement Institute {
Quality Assurance Contract Expiration Date 12/3112017
Validated By Sohn W.Knezevich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence IL;?,_'_:'.S FIs„_lrki?RQs3i_f 13?fCi,'_i-#_✓ ?[_I.d_f
Referenced Standard and Year(of Standard) Standard ar
ASTM E-1886 2005
ASTM E-1996 2005 -
ASTM E-330 2002
TAS 201,202,203 1944
Equivalence of Product Standards
Certified By
Sections from the Code
S
E
3
I
Product Approval Method Method 1 Option D
Date Submitted 04/29/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/07/2015
Date Approved 06/22/201S
Summary of Products
FL yf Model,Number or Name Description
389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades ret fined by tracks I
Blade 3-(Non-HVHZ)-Drwg IS- (top and bottom)for storm protection 1
086
Limits of Use Installation Instructions
Approved for use in HVHZ:No
Approved for use outside HVHZ:Yes Verified By:American Test Lab of South F rida Inc.
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Large Missile Level"D".Max span is i2'-7"for 35 psf3s3?..f _A.E A.S.S�A,._i)Y,_^.E.K. ^B�'',3.::1_.:_' u`1=
positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes
the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 1
for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" l
for 55 psf HV3 blade w/window blade working in
unison.Max.span for HV3 blade w/o window blade for
installations into Metal Stud wails is 79"for max.ASD
pressure rating of+72,-72 and 84"for+64,-64 psf.See
sheet 5 for other spans and ASD pressures.
389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades ret fined by tracks
1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection 1
Limits of Use Installation Instructions
Approved for use in HVHZ:No _F,31,3S_RS IT
Approved for use fide HVHZ:Yes Verified By:American Test Lab of South orida Inc.
Impact Resi t:Yes Created by Independent Third Party:Yes
Resign Pres: :N/A Evaluation Reports
Other:Large m'ss're Max.Span is 16'-0"for 30 _8 :t�>
p;s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes
locking rod configuration for the HV1 blade,8'-0"for+64,
-72 p.s.f,load for HV blade for Keystone mountings 7'-0"for 14
+75,-75 p.s.f.for metals stud mountings and 8'-0"for 110
p.s.f.for HVi and HV1A working in unison.See sheets 7, 11
and 20 respectively of installation drawings for other spans
and pressures.
i
389.3 Bertha HV Accordion Shutter- l Extruded aluminum interiocking,biades re ined by tracks
COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection
Limits of Use Installation Instructions
Approved for use in HVHZ:NoF` .. I `= ''i�•.Cs"ter�'-5 "-',=L--.
Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Torida Inc.
Impact Resistant:Yes Created by Independent Third Party:Yes i
Design Pressure:N/A Evaluation Reports
Other.Large missile.Max, 16'-0"span at 30 p.s.f ASD load .0 kc R8 hE..r, a6_n^tb{c,,.,_?�. ( 4 C�,t _ •':._OiT
for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes
12,25 and 28 respectively
' oast Nexi
1
. t
Contact Us::2601 11Wr Stone Road Ta'tanassee FL 32399 Pine:850487-1824
The State of Florida is an TWEED employer,raavriaht 2007-2023 Mate.f Mnda ::-6-cv Statement:: Statement: Pe nd�la{emert
Under Florida law,email aedresses are public records.If you do not want your a-mail address released in reslicme to a Pubk records requ st,do not send electronic
mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions;please contact 650.487.1395.•P want to Section 455.275
(1),Florida Statutes,effective October t,2012,licensees licensed under Chapter 455,F.S.must otrvide the Department with;an email ad( ss if they have one..7be
emails provided may be used for official communication with the licensee.However email addresses are public recd,if you dp not wish to 5uppPf a personal address,
oteaw provide the Department with an email address which can be made available to the public.To oet—ire a you area l'reensee under Litter 455,F.S.,please
dick here,
Produuc'ty �
App—al Accepts--
od
Cre-dit Card
Sete
GENERAL NOTES:
1.BERTHA NA.ACCORDION SAUrFER SYSTEM SHOWN ON•111!3 MOOUL'r EVALWIION DOCUMENT(REHAS VEEN VERIFIED FOR COMPLIANCE M ACCCRW14M VAIN THE.2014(6th EDITION)OV THE FLORIDA
SUILDI.NG COOS.THIS ACCORL110N 5HU91E
TIM SYM SHALL NOT BE INSTALLED AT HIGH VEMIFY H.O•)CANE ZONES. Ly LE C
009H WIND LOADS SNAIL BE OETENW1NEn AS PER SECTION 1020 OF THE ABOVE MENTIONED CODE,PENT A BAVC WIND SPEED REQJJi RED BY TRE,JURISMCTLON WHERE SHUTTER WILL TABOF CONTENTS
BE INSTALLED WITH A OIRECTIONAL(TY FACTOR Kda0.65,USIdO ASM 7-10 AND SHALL NOT EXCEED THE EUYRU)M(A.SD.)DM43K PNESURE RXIINCS INDICATED
_-,.......•..«.........,.-
.rwti..R W ORDER TD VEFBFY rn ABOVE WHI)FTILM.ULUMATF DESIGN WIND DIADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDRATD 10 A.S.O.DESIGN WIND LOADS
BY MULTITN,YAG THEM BY 0.0 IN ORDER IO COMPARE THESE W/U0.(ASD)DESIGN PRESSURE RATINGS INOIGATLD ON S11E1'TS I I NRU 15, 19&20. SHE„ 1
GENERA.NOTES
IN ORDER TO WHIFY THAT ODMP(NNGIY"AND ANCHORS ON THIS P,EO,.M^TMFEO,VICAE•NOr 09CR fUREy.aED.A.33 X IMAEASE M ALLOWABLE STRESS FOR MND LOADS WAS bw USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2
... ANALYSIS.NOWEVFR,A WW OURABON FACTOR CD-7,60 WM USED FOR VENIF(CATICN Of FASTENERS IN WOOD, StSTEM COMPONENTS 2t-,T7 SHEET 3
.._...:. BERNFtA.H.V:.ACCORDION!-OtNNr1ERST'STEAI'S-ABEIXMGY FOR.:WMDN/O:EAROG.W.S_''iki -FMPAC7.,.LOAD�4IAS.BEIIi:VERff{FA IN.ACFARDAFJCE-NiTN-/o'EGTKI.N.,EPA9,1,2:_Oi:..iHE.AOD?iI;.MCN,IOdtED.CWEAS.PEFt.,,....
......TYPR'J4:°SHIITFER'A £NBL'Y :38^M.... ....,.:_..... ,.:....SFi.F;T.4..... ..::... .
ATL REPORTS:
TYPICAL VFNTMW WADE&WINDOW OETAL
- - -(47"BEADS(1) /02;4,01-03.10715.01-03,17004.01=05,11214,01-05. 0317.02-06;!0009.01-10 AND era a. •' allX AND W V MWW SLME
� /0210.0,-11 AS 1'158-TA4^101,7A5-202 AND TAS-203 PR07000L4 AND A:T►(E-.•tIT86 _ ._,E. 2,_,.9�,
AND E-1990 SUtNUAR1S (MISSILE LVE..0,WIND ZONES 1.2&3)At 11220.01-10 AS PEA TAS 201.703 A:203 PROTOCOLS LARGE YLSMUL WERE APPLIC E) - - - --
••EIV WtNK)W RADE I(*1090&01-03 AS PER ASIA E•-70416 AND 17.-1996(MISSILE LEVEL 6,MND ZONES t,t 3)SASRO PRDIMIKIN ONLY AND 1 0723.01-•80 AS PER TAS 202 PROTOCOL.. TYPICAL SHU1T'e.R ELE,VA7ION&NOTES ON LOCKS SHEET 5
INSTALLATION DENTS A-P.UONrMlE/BLOC( SHEET 6
2,EN BLADE'(I)AND W WINDOW BLADE a ARE.ENGNEETIM TO M)RK IN UNISON WITH FALH OTHER UNDER TEE GENERAL LDOTAFIONS,AND CGNOTTIONS OF USE INDICATED ON SHEET 19 INSTALATION DETAILS 0^M,CONCRETE/BLOCK SHEET 7
-- - - ---- _ awnrawu OETA1&W SHEET 8
3.BERTHA TLV,ACCOROM PINS(HV SCREWS).USER AT BLADES KNUCKLE AND FOR OftCr MEANT CONNECTION TO TRACKS SHALL BE 1148275'AND/14A7.75'RESPECIIVEI.Y,4t0-Hr MINNIUM SERIES CEMRRWATE ATFRNATING NTAILr RV __SHEET 9
STAINLESS GTEFL SCREWS LYON 139.0 kVi YIELD"RE NCTH AND 180 ANT TENS1lE STRENGTH,FANS SERI or COATED WITT7 11ERTIlA IM DACROSHIEID COATING SYSTEM AS MANUFACTURED OY APPROVED
COATING APPLICATORS, REGISTEMD WIN AMERICAN StLURTR SYWMS ASSOCMTON.PINS MUST OEM THE NV MMMINC,ON 7HEIN HEAD.
END CONNECTION OETNLS I-6,CON(X<ETEfBI.00N SHEET;D
4.ALL AIAMNUM EXIRUSIONS SHALL SIE.ALUMINUM A=MASKIN ALOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MRnMUM'415137 STRiENCN (X)
FOR 63•-76 AUOY IS 300 kt;N AND 35.7 kni FOR
fTAXRMUM SPAN TAB°1a SHEET 1 t
600.1-15 ALLOY.
ANCNOH SCHET)tRE-- CONCRETE,k BLOCK SHEET I'l
5.ALL SCREWS 10 6E 5TAINLE%STM.304 OR 316 A:¢SERIES OR CORROSION RESME44 C(3LTED CAHBCN STEED..AS PER DIN 50018 MFH SD kei MR YIELD STREHOM AND 00 Esi MIN IMILC SLfJEMUM, ANCHOR S(',HEDuLE-CONCRETE At BLOCK SHEET 13
AMC SHALL COMPLY W/FLORIDA BUILDINC CODE SECTION 2411.13.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14
6. BOLTS TO BE ASM A•-MY GALVAJ14ZEO STEEI.OR ASI 304 OR 316 SERIES STANLESS STUL WITH 35 kSI MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE--WOOD EAI;EI 15
7. SEE THE FOLLOWING SHEETS MR A ttotT H!F4ADE 0: 12,13.14.15 AND YD INSTAI.1A'nQN GETALLS M--R,WOOD SHEET 16
INSTALLATION METALS S--X.WINO SHEET I7
W BLADE(D&(i,) WORKING IN MUCH-. 14 13&16
FEND CONNECTION DETAILS 7-12 At X,W040 SHEET18
S.THIS BERTHA H.Y.ACCORDION SHUFTM 5TSTON BEARS A U.S.PATENT 16'779,582.COMPONENTS OF THIS A'PROVAI..ARE C[ANERED,RJ N1R771.E f?Ii Ri PAIL RY U.S PATENT 15'430,77A ISSItFD 7Ti EASTERN
MErN.SUPPLY,010. -
9.R SHALL.BE:THE RMPONSIBMY Of THE CONTRACTOR ID VERIFY 1K,SOUNDNESS OF THE%WU:TURE"ERE SHWTT.N IS TO RE ATTACHEI)70 INSURE F'RWER AWWWAE..CON7WMOR TO SEAL./CAUIX at tiV� N� f1C
All.144MF.R GES COMPONENT EDIVO", REMAIN,TTWU FAStENING IN CONTINUOUS AMINACT WITH THE BUROINC TO PREVENT WIND/PMN INTRUSION, TYPICAL SYIt1TTER ELEVATION SHEET 10
to,F•ACH UNIT MUc5T BEAR PER7WNNt LABEL IN A VISIBLE PLACE WITH WARNINC NOTE:DURING POW)O5(IF HURRICANE WARNfNGS HOME OWNER,'TENANT,OR OINEFS,MUST PROPERLY(LOSE ALL tN AND HD A.RFa 4- NV WINf7f?W BLS C1)ONLY
CENTS' MAICS AND E•NCAOE OR LOCK ALL IN AND ID LOCHS.
11.SEUTIER VANUFACTURER'S LABEL SHALL BE LOCAIED ON A READILY VISIBLE:LOCATION AT ACCORUON SHUTTER ri ACCOROAKCC wrN SECTION t71O.&J OF FLORIDA OUIUOENG CODE.ONE LAFlL'_'aIALL BE INSTALlA710N O.iTA1S,METAS.STUD WAIS SHEET'20
PLACED FOR EVERY OPENING.LAOIELW9 TO COMPLYµTRT SECTION Y71D.0.2 OE THE FLORIDA BUILDING CWF- __W�.._�.._....._�....-. ,- •.--..„....,.....�
12,BERIHA H.V.-ACCORDION SHUTTER S'YSTEM'S INS'TALLAOON SHALL COMPLY N1114 SPECS INDICATED N THIS DRAWING PLUS MY E,'ILDBKO AND ZONW,RECOIA110FF,PROIADEO BY TELE JURTMIC110N WHELK:
PERMIT 15 APPLIED TO,
1:3.(o)HAS NP-0.PREPARED BY'MI5 ENGINEER IS GENE=AND DOTS 1401 PROMOS RfrORU9TION FOR A SITE SPECIFIC PRWECT;T.o.WHERI'NE SfW COMMONS DEVNTC FROM THE P.E.O,
(0)CONTRACIOR To Be FG.•SPO WLE FOR 1w SELEC1%1N.PURCHASE AND INSTALLATION INCLUDING LIFT.-SAFETY OF THIS NODUCT, EASED ON THIS P,ED.,PROVIDED HE/SHE DOES NOT ORNATE FROM THIS DRAWiNG SHALL ONLY BE USED TO
THE CONDITIONS DETNLEO a4 THIS DOCUMENT,CONSTRUCTIONSU
SAERY AT E M IME:CONTRACTOR'S RewmsoLITY, OBTAIN PERMITS IN TRIC ..STATE OF FLORIDA
(r}'THIS P.E.D.WILL BE:ODNSIOF.RFO INVALID IF AL.WRRD BY ANY MEANS.
(d)SITE SPECITIC PROJECTS SHALL BE PREPARED 13Y A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICJ WILL SMOMF,171E FIKIINER OF RECORD(EAR-)FOR THE PROJECT IOW WW)LWLL BZ
RCSFORABLE FOR THE PROPER USE OF THE P.E.U.EMNEFR OF RECORD,ACIDIC AS A UnEGATED ENGINEER TO THE P.E.O.EPIONF.EN SHALL SU AW 70 THIS LATTER THE SITE SPECIFIC ORAWNGS FOR
REVIEW.
(e)ORXMAL P,C.D,SHALL RFAA THE DATE AND ORIGINAL SEAL ANIS SIGNATURE'OF".THE PROFESSIONAL ETJCWFIR OF RFJ:fAi:1 THAT PFU.PAR'ED ft. FLORIDA BElMNG CQDf(Non High Velocity Hurricane Zone
11
• t.1CF�,/' "'•,v� � 0 zms FASTEIiTI METAL SUPPLY,IN
C.
BERTHA.,y ..x L+.... ... ..__._.._ , ACCordiion.Shatter.Systena. ...
Inc. � r ��■ KV_RADE#1 w/OR W10 KV.VWW aADC
American Shutter Systems Ity,1, 1WgoaPricN" DATE 0fAsti•er: M%
p'. ^
E TILLIT TESTING & ENGINEERING COMPANYASSOC10tlpn. Inc. 1 Oto N1-152 41(13/15 CAM 4/t3t1.,_...-
��C'�'. VF 4355 NN.140.4L.51e.3A3.,iP.GnAA UN147t5,8.4QDi!SIT
r c Ph-.F:M1ft71-1530 F„+ 1171.-Iq3, 42GR Wes?Toad: l TivN z DJ?AWIN N0
rote' (3R3
wrst i'Olm HffacVl, Ft. 3'5447 3 15-085
�5
...,...1 \`�� O)-00467+9 4 oB�J
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HV WINDOW 9LADE'�- ODDS S. ALLOY AND ICNPER 6053 Tfi ALLOY hNO rEMPEN-SFE. URIMADWS OF USE OF BLADE 0 ON SHF'F."i 13.........• "7LLOY'aN0"TiMPER ... R
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/11 J9 6009 to ALLOY AND TEMPER OLADEiiY Ql1AUFBI. FOR USE W/ NV C Hyp IN w
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BLADE(1� 6065-16 AILQY AtJO IEMPCR QUALIFIM FOR U.xS'F: W/tN
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SEE SV.flONS FOR VALJDrV). SEE SE(;lIOPJS FOR VALIDITY. QUAUFIEO fO�i:�LYnE W/tN
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LiPER
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QUALIFIED FOR I.ISE' W/ tIV ALUMINUM ANGLES ��� I � •IIUALJFiED FOR tlSf W/ FIV
BtArE�f j OUALIt1ED fC{ USE W/FIV •-�--�---•••--�----•-• •� BLADE Q)
506.5'-16 ALLOY ANO ICNPER BLADE Q�ONLY, � �' 5•NA%.0,133" 0.'31' 6069-16 ALLOY AND TENPE•^+
506:5-16 ALLOY AND IEMKII
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K5 AND-QUIERMAIM
A It
SE UllDATl,/.211^4lMVl SPAN PER A111 SPAN
A OR Sf UP B INET 706 AT ANY
. ...... V10 4?Z LOCK or OR oumE LOCK,AffACM Vm oft
AN In
"d I A"I I I I
r?FWL SHUTTER YATION.
.7 RED,FOR JBINTER MFORIANCE OR FOR SM-URBY PURPOSES UP I'D M W
4 I
0 USED A IS AN INSIDE OR OUTSIDE Com.cowwwN or LOOKS to amilums q)
. AS 040=1 AMr
.'Or. - - I ..
'OF WJ 'AS' ON r TYPmw
3.
LOCKING RARE NOT REQUIRED ATT ON ALTEN,BM
IM RKATNEOWONCE
USED IF ENHANCE SHUTTER PERF
O MWr-COCKING RODS
AN IMAY
MAY ALSO BE USED AT STACKING POSITION (NOR HURRICAPIC POSITION).
4,y g"%jp;j VLK.R SV 111.UAllSa CO—C OR
'M BE AS AN .= a;,ZSPAN
-ATTACHED To M HER-g%RuArLc.,w/ Lj4*#-2oiZC -101.00 SS.M.S.TWO tOCRM ROM
Bog 7
HAa CD %;
0 SMIi
AT TCW& LOOK NOICATED ON rfPrAL S"UM aWPOW
MAXIMUM SHUTTER VAN%PAL BE OMMS(U)X.PER SCHEDULE,SHOW ON SHEET 12.
Rig
ST ATIONS AT ANY ELEVATION. LOCK MAY K USED AS AN SIDE OUTSIDE ATTATTACHMENT0. 114 or 1/4'9-20',13/4`S.S.I PEW TO OR CIENZBOATES SHALL HE MADE W/ 1/4 0-264/4-ALUItiL
b CTI
- R~AS SHOWN ON SEN HWF.� WEFT 1.LOCK SIML BE USED AT 1/2 OF SHUTTER SPAR OR TWO
T7
COCKS AT 1/3 OF SHUTTER SPAR
w 6, FOR MMM MQLWM NnULAWNS: ONE IN LCX'X or 0 or go SML BE
USED"ATI/2 OF SHUTTER SPAN FOR ANY$PAN OR 12-ADM OR BELOW 1/2 OF SHUTTER SPA14 FOR SPANS UP
To go',AND FOR INSTALIAPONS AT ANY ELEVATION,HV LOCK ar or�0 MAY K USED AS AN D&DE OR
t OUV51V COCK,ATTACHED TO 0 or�)SYMMEIRWAL CENTERMATES 111/(2) It 1/2'LONG nAT HEAD S.S.
FNID MOM ON 14M LOCKS AND CENJERMAM,
KIN OF W�'K SHALL BE AS WOWAIW ON TYPICAL.SCAUrTER 01VA'nON. USE OF L=m AM 1,�5 W/10
CCONNECTIONN i
4x OR Q TOP AND DODtIM IS 050PLZIRY WVDAlVliIY.
19,01S ON
smrl,� to&
P81W.I'llu. * "I!
OF CORNER
1.smomp Em Hy!r
CENtERVATE LIEU OF H4 LOCKS FOR ANY SPAN AND
(111,E,LALTI:T TE
! ""'M r ACHMEW
AM USED AS AN INISIDAROROJI DE LOCK ATI
404@1- IN SPIOWN on sect"I'AID,swet D.WHO)MUST 13E
I/V LONG S's. 3HREADEU O(XT W/714`0
R W MAY BE!XSIALLZD AT WIDSPAN CA W
tUMr
7
AND BELOW MKL4PAN.LMaC OF Ti7O LOCKING
Lor T-AND,9MOM IS MANDATORY.
HD 1
ALIT4.1C ND IM-K(j)MAYBE USM IN UEU of
C If) LE ( Rr LO="Oft"FOR ANY SPAN AW INSTAILIAVONS AT ANY ELVAIION,AVERNAIM M UICH 0j1 MAY BE USED
AS M INSIDE ON 00tSOC COCK.ATV01MENT Of HDTO is W/3 IS.3/8'FJC,"� AS-AW MOVES
REINFORCEMENT INSERT Q�AS SHOWN 01 SECUORS NDN- (DC-"WC.W&-r 10,LOCK MAY BE RWALU))A7
WDSPAN OR 12*JAMMUM,BELOW OR ABOVE MWPAN.USE OF LACKING ROZ 0 is CoupLamy OPTIONAL.
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Amevican Shutter Systems
TILLIT TESTING dt ENGINEERING COMPANY
E OF M8001*00n. Inc. ow 11-in—4/1 OX�t 4/13/15
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INSTALLATIONS aiF FJ1D WALL CONNEC770N (}SLS ONS EELS 10 1B W1 (D1 ANO It RMAM IW errs;0
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BLADE W/ HV CENTERMT rj UMUOMM A"U1C;KTOf Wro fru".0
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American Shutter Systems
ENI OCW2WnOk niff TILLIT TF-STING &ENGINEERING COMPANY
Association, Inc.
1...192 E—El-
4268 Westroods 'Mve 2
i nt'`FLS 8104 ;\,7, Wast Pa!m F1, 33401 3
—4 15-085
20
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GtiEl�U1 F_6]. SCHEDULE 42 �'H.__WW"
MAXIMUM SHUTTER SPAN 'L,•"OR "E= MAXIMUM SHUTTER SPAN` "L+« 'IMUM SHUTTER SPANS
ft. FOR INSTALLATIONS W IN5Ta11 ATtON•IFfFND, '
{ )' / OR "L-` rt. FOR - °
r,�gMVATFc•�, ,k�St�or or � ) R '!:-"(tt,) 1NSTALL+iTtOW9 _ ,_—...
W/ ONE H.V. LOCK 'T:l'-or ®OrAv
r IN ALt.hTIONS YJ .,C,E1't1FJ CONC:RGTR'&_ WOOD (I)l'r:MAXIMUM ALLOWABLE SPAN FOR A t1ivEN
W�[)NE I-N LOCKS
MANSORY 1101'ITNE A.S.O, OF51GN PRf•SSURE RATING.
HO LOCK W'J NO LOCKING RODor OWE HV LOCK , or nr 012 W NO LUCKING •' L-:MAX,ALLOW{iLE SPAN FOR A[,'VENN NCGAT"
,,.,..-...,... '• � W/ONE W/ NO torr C RODS / WALL A. 13, G. D.E. M, N, U. P. O, AS,D.DESIGN PRESSURE RATWG,
LOCK W 7 LOCKING
ROD5 UNTING i`. K do L R.S, & Y-
(VALID FDR MOOMINc�, -. -
90TTOM (SEE NOTES t.1t) SNL'ET 7) FLOOR/CEILING
ruudl4 rONC WTF.&WOW INSTTEA,IONS wNYntu CON RE7E hh wD6D -- N cotA;RETE MOUNTING &'1�' 1. il. J T, U. W h X WALL MOUNTINGS(TON/DDTfOM)OR FY.tlOR/CER,INC:w�
♦Av.0l,ftW " AY.0 Mak 91STWIKAS A, 1 N PRESS
URE RAD
..._..._...... .. _...„. ..k7ilt,WAVING itAnh/GEfkIHC P1Qn� Yt+U,ttgltttkND DETERWSIE• UMMUMSSPNt���fR �OLID
4+14 yg111R N ....,.FtAt)k,IQENJRq..i{DUN,(tK4,_., ......_....».. ., ,• ..... C PRESSURE PA
Wr! 1p,af.7 (p 1. DR
..,.... ...;._.. ......._ Cii'E?±A N QAi1YC A.S.G.0
t«oa•} _... ._...._.__..
Liz
T. _..._.. t+oA-} FLCxA11¢a7N0Ma.XtTA,G S••a,t ) P1Aoit1Y/Ns tIDU17rMG �_-....__... ......_.._ ,..... MmotUM StOuTTER SPAN'Li'0R'L FOR R.»_.,-�-"u..,. [a ( »'- t..99 FTNAL MAXIMUM ALLOWABLE SPAN r3 EWAI,TO THE.10'-0- t6"-O' t6-0` 3a Ik'.-0' t8•..D" JD tg'-0'- is"..O� INSTNWTIONS IH'fU WOAD SEIAf.i.Lk:'UM11'kD T0.^.—_ .., ..._..,_....._._._._.._._..-_. _. 105 pst,AS.O,MMS"PRESSURE:RATit1G. >yk4 _4 DETERMwEO SPAN SUff-EN.1,+”ANt1'L tD'-0' i4'-t0' 1a'-10' 75 ,7-^2'aD 14' :+` i5'-2' (3)PROCEDURE 10 DETERMINE MAXiNItM SPAN FOR
;4'-3' 49 t3-? 73-145'-J14-J t' IIY COIVYFlt CENatim is/3 MAY DE ust:v AT AIL COND'JtAVONS tN HEIWF.EM WALt.MOUNTINGS
W/FLOOR/CER.MO MOUNIINGS:
_t3:-7_" _ 5tl___ 12'.-;i• .12'-5"_. _a'7 t'L'-J" 1J`-t' MaUNttNi INSTALL00,115.LOCKING SNECIPICATIONS
-I1' 55 ....11'-111' 11'-f0" :iv..'_."..,.�, 1»__-II`=11' 51tN.L-0£AS NNCNClttED ON.MANDATORY CONQ1t'ON E2 FOR A_GNLN PCYSf71YE AS,D.DESIGN PR .,k?Rt
.............._.,. ._.._,...._...._.._. "_,..... �..."._. __......-.._..,._. _.. NOTE#51 Gtt£ET S. RATING:
-4' 1t'-7' t3'-4' GO 11'-4" 17'-4` 64 �0 ? 0'-4 t'
__...,.__..._._....,,,_._.........,....................,................»_ ,_.,....._.................._.....,.__.........._....»___ .._..._._.._._... IXTE .
..__....?......._ GS 10'...,Q" 10'...jq• ...,. 9,,..g• 10.-1. RIdEN
_..-..-.r........._.._..". „.__. .... ,"._.._» ...._...,..._........._........_,._. .,.__....,..... ...................,....,_ ..-.-..,......... L1ts MAX. SPAN FOR WALL.MOUNTING tNSTAUATtONS.
tt.•5' tQ
to,-8 MAX, SPAN fl4t flS ORfCi7L1NG MtJUNTRIC
.....__.,..__..._.....,....�.,.,,..._...,.... _........___ ......_.��._,.._..._.........._....,..._........_ ................_.,...__.......__....N..._.... ,......r
75 r10'..�!'...._TO•-t._ t0':-ate 11'•-1• 75 tO'-I' 1D.•-1' 7S W$TN.U'.IRJNS,
6O g'-lO” g'-10• Tg'-D` 1O'-g' ^'•--"..,_.._•......,._..,...._...... ..,......_....,.,_ 'tr 610EPT SNRT MAY,UtUM SrIUtTEt2 51'AN 1.�'OR
...................._. 'L-'AND wwIAAt&&D.D15S"NO NX''t=IK HAMW,£LR
._... _,,._...._ _....._. ..._...,_.._ ,...,..._..
._,.. ,.,-,._......__._.........,_._., _.. EAR AGIVEN yf7A7NE .S1Ct PtiFwSURF
;5 9NRETE CiCCMT.. .....
elaNL ot:u1mFa As tTJi,1,1JYA•;
DETEREtER
N DMINE:
......,.. ...__ ...„..._ .,..__.. .___.,._...,........_...................._.......... 1- CONNEC71QNS TO KEYSTONE MOUNTING
9B D'-0' H'-5!' g'-•2" D'.•t0' 95 g'••Q" tl'-9" I.r..,. MAX.SPAN t73R gE^tC MOUNTING tNSTAIAAT7DN5.
....._�......_......._...._...•.,,.. ...,..,_...__.....»... ..........»...................._.._-.__ .__._._..,�. LIMTtED 1'0 +04,-72 ,P,L AND O'--Q' SPAN, SEE -a SPAN FDR FLCOR/CLILW.MOUNTING
ttHI 8'-9' V-4' g'-0' g'-Y' TUa tT`-••S" &''t" V IN MAIC.
.._.,,................. ......,.,_...._.,..i._...-� .,,.,._.... .,,....__... ,..........._.......__... _._.._,............._.._....-... MOUNANGUN SHEET '7 tNSTAUA'DQt#S.
109 p'«7• 7•-11 p'-g" g'-t' TOS H'-7" T-tt'
_...._..1 TO ,....�.'y... ..:f._7... ....,^.,�.._...._,•�_.. ................... .......w,........... .,..Ts,...... flW,l MUM Al LO*ABU.SPAN IS EQUAL 1 HF
8 19 7 9 2 t I0 0 � r I' T+II10 O T
tt$ r1, 7 r e 4 s r, ii,' p > 3 SEPARATION TO GLA5S SCHEDULE MiNIMaM SETWEi?t-L,{•', 1;i'.�I AND is
20 p_o D s, H 2 a s `i20 p Q' e f t
_... ..,..___ _,.,._.,._ ..,_._ ....._..., _..____... (4)W TO ANCHOR SOWME W1714 tWAL MAXIMUM
1.?„'! i'-tn• W-p' p'-0” D'-5' 135 7'_t0" D'-0` AUoWAMr SPAN AND NEC.,ATNE A.S.D. Dfi5!CN
tai).•••_,•.• ,•_.7'A' 6'-S' 7'-t0' II'-T� 130 7--g' 6-`S' PRESSURE RATING To DfXhuNfi NNXIMUM ANCIIOR
•_ .135 j'-"jB:_,Z..,,,........m..,_9"..........7.My_._. ....•1. _,,..i_^'.._._.........p,:..�•" WIND ZONE MINIMUM
.....:......_..._._..,.... . ___.._.._...._ ____._..... SEPARATION
140 7-s• s'-„- 7`...r r•.a' T6D r...q• 5e:-,,: ASTM E-•19961
.____.._......_....._..".'.._ 0` 1'-•O” 7'--3' 1TO CLASS
45 7'-7' 5'-9"
190 7`-2" 3•-7' 7`-t" 7'-D'
too
7'-a'. -. [SLA r'-Q^ s'-s" 1 "fHRU 3
."_»_t60 _ O'-.i5� x-2• 7'-t` �.Y7. .....lfi0.-.,.......b.....-Sj�.. S._2»
_._!E':.,.._....»D.._...--r1>` 5'-t' y..q" q'...a• 105 ._.-!�.�Vin._.--.g.".?.�__,.
tiO 6'-A' s'-it' D'-tt' G'-i" 176 D'-:r' a'-•t1'
175HY BLADE.
p•.-T 4'-S" 0'-•g" D'-D" 175 _0'...7• -d'-"....
(RD E`-8' 4'-9` &'-p` 5'-iD' }RD �--£'.... _..4•-��_
190
_...._tA9 5•-,g' 4'_-0" 4'-T ">-11• 1U5 D'...� A._g.
195 14'...3` 4'-•3" 0^-U" S'._� IOr G'•-3' a•_.3^
7.Oa ..... ,4•.,g' s'_a- a-3` 3QO D._2. t q•_7.
1.0.," D'-T' a'-•r" b'-3" ">'.•,• 2O5 U'^t" 4'-t" I"I•l/111UA UUIWIIYtt CODE(Non High Velocity Hurricane Lne
0 2015 CASTERN METAL SUPPLY,;He.
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Accordion
ler S
Sh
er System
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TILLIT TESTING &ENGINEERING COMPANY &�QAtS SitTUttBt 4
N.w :xtr, ,s!..ws. Uuwsls;.nor>,u. association. inc. , OLD 1 t.•-Isa _s/13t1s nntr, a113 is
s — '-••ee= ra,u�r:TsY )s7t-[Esso,crc:F1a+;,}s7t-15aI 4268 West ou s Drive Y PRAWIN<, x0_.
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MAXIMUM Asn. DMIGN PA RATING DING MwMUM vaug LE ME A
9M MAX, StjUrrER SPAN , - PRESSURE RATING AND NG TYPE,
(SEF.moulft L5 ON SHELIs 16&1'4
:E3 LJ B =z T Fz.d.T F=--
E PIK,
..,»„_...... .SOUTHERN PINE NO. 2 W/ MIN. G-0.85, SPRUCE PINE PIR NORTH SPRUCE PINE FIR SOUTH ...., 1/2- MIN. CD% 2 W •G^ FlR N
DOUGLAS PIR W/MIN. G^0.50 W/ MIN, G-0,43 W/ MIN. C-0,38 PLYWOOD w W/ MIN.G-0.43 W MM. U^0.3
uwituN
0° C") WNL MOUNTINGS OEIUNG Mp1119T T WAIL MOUNTINGS CEILING MOUNT T WALL MOUN17NG5 CEILING MWNT T LOS B.O.W t;s d.p.WM3.MOUNTI1tOS
WAIL MOUNW ALL MOUNTINIS B.O. WALL MGUNIIN
M._.N..0 d:..R. ...; FLOOR MtlUNTINCS ...M..N ..0..dc.R;.. .BOOR MOUNTINGS M N, p„A. P. FLOOR MOl)NTING9 P.61...R.... 8 dE Y__...... ... ... ..5.&.�....,..,_. 5 do Y
�_: ..X...._... W.k..x
...................__.........................__._..._.._................. '..._ _ .._.__................ ._._..,_..__..._..__........ ............. �_ .._..._......_
I7311W1>•E ft4�9E 4RI811�9 mNUN=nmwowr'i9 a sYnecocAlsu(e,nacm IA aw ro amwoyl acallmwEr+�wwro pg cvaroacn(sw llMM o*Kmenec�aWW taMMW.ncsrcweiA ma KWffi l�i[MVi4 It"- olEla,.uem1;64
_.. _ _ _.. »,.. ._ __ _.......... ...._ ._.
30 40 80 75 b0 OS �4-1'6'
0 .�75 90 133 30 40 60 75 JE7 05 30 40 BA 75 60 DS JO 4O AO 75 90 05 30 40 60 75 80 05',7'7.'74 00 W ,(0 00 75 90 0.F JO 40 60 -9D 05 40 BO 75 1Ni 03 -
F�.7
• -ip 9 8 6 8 16 8 8 6 4 1 1 f0 9 d 6 6 6 8 8 8 12 10 10 9 A 8 8 6 6 8 4 4 4 4 12 12 12 12 17 12 T2 1 12 )2 12 12 12 12 1 12 1[
.__..-•. .._A__.._. »....•. .__..._ .__.- ....._ _._._.........._.
12 TD 8 6 8 0 6 8 6 B 12 10 10 9 8 8 0 8 8 8 0 8 12 10 10 fY 0 8 8 d 6 6 8 8 B 8 t 4 4 1 I2 72 t2 7T f]1Z PL i'[ 12 12 iZ 72 12 12-12 12 72 12
12 IU I 9 6 8 6 6 •0 -6 0 5.3 12 ,0 10 9 8 8 6 6 6 tt 6 5 12 10 10 9 M1 7 8 8 0 R 6•�3-'6 5 �a• i-'4 3 L2 12-Ti.f2 12 i2 12 17 12 12 T2 f2 12 1 '•12 12 11 0.
12 10 10 0 6 .5 6 6 8 8 30 -b t2 10 10 9.,N_ ri.,, 6 8 6 .S S t5 F'2 .10 7q N 6 J.5 & 6 6 6 5 4.y 6 5 4 4 3`u •- 12 12 IS 12 12 tZ 13 iZ 12 12 12 t2 12 12 12 11 10 B5
S0- 1 U 8:5-4- 8 6 fiS t,S 1 12-1q--to 9• 9 3 6 tl _0 5 4 5 1210 10 7 '.5 - 8 0 8 2_1 J5 0 5 4 4 121aiii� 1a'IF 1X 12 12 12 12 f0. 12 I?. 12 0 85 7S12.10 10 .5 45 3,,b 5 6 5 4 3.5 12 if] +p 6 J.9 - P 8 ? .7 7S J 72 tU tU n_ t: 8�..g. .S.15 3 i3^ S a - - 7T. 12 fT. 12 12 12 12 t2 12 tZ n95 17_ .. _ -__.»........12_10-_ 5 3.ff •• 8 0 4S 5 35 3 12 f0 O 4 •- - 4 8 4.5 4 3 J 12 70 < 3 0 8 l.3 4 3 3' 6'3 ]5 ••12 !2 12 12 12 10'12 121'L �D 8 S�.5... .,._. ... _........... ... -._..., i2'10 ... . ... . 9._� i?.'i2 12 12 1..9...:5 1217 12 I 6.5 2Y i7 12••9 1 6 3_.. 15
12 10 7,5.4 - •• 6 6 9 t ,3 12 16 O 3 6 6 t .3 3 __
tt'-•0' 12 10 5.5 - » 8 6 4.5- ._..•. 1? 10 4.5- - 6 SJ ib - 12 10 - 0 .S 4 - - 8 5 - 12- in"12 12 til 8.5 12 /7 I?_9.9 N i 12 12 6 •5 5.5•d.g
4 •• T2 10 3.3•- - •- V-1
•• - t2 10 - 8 5 3.5- 6- 8-_ __ 12 12 12 6• i2 t2 71 71.3 76 18 i 7,510 .. 12 10 - - t•[ 7S - - 6 5 - - 8 <.5 - YL 12. 12 D 0.6 7.5 i2 IZ IU p .5 SS 12 "7 512 10 B 6 ^,. --,•_,127 - - - i2 7 - - .8 4.5 - _ 0 J - •• 12 t2 12 9,5 6 6 12 12 9S .S 6 4.5 12 -�S .5 07. 17 - _ _ ;� _ _ _ '- 6 _ _ 1T 12 fi• 5 12 11.65 7...8'• 4 12...9 8.IZ12 _ _ I .,: .. _ ^...y .. -g _ - 72 12 U. 8.9 69 �-12 12..a...65 9 .�-..I. .._5 4.5 V, ..
QHV BLADE OR (1) H BLADE.-W f
HV WINDOW RLADEWORKING IN UNISON*
MAM 1( xom MR
fMt N+f}:1 19
+NO1FS ON i tCti0R5,.PjQ_UIRE�f 1LNNT5:WOO, SUBSjRAT
1.Mlp06r.10 WALL,FLOOR OR SOW W000 SOF1,r SHALL 6f AS FOLLOWS 7.Stjd.W ATE SItl9L COIa1751 OF 1W F0ILOW40;
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.- 1/�•A IAPCUIL AN NOBS,AS MNIN'AC7LFR.D BY I.T.W.6tJQ0LX W/WWW FUMMEW AS DtDICOM AT -DMJR t` M R/OLO.V(KD.5,)
Doi=10N ON 9cm 16&17, -6W JM Pag IM NORIK W/0.0.43(NAS.)
E%ConlOW SLY RM 2 SELDW. -Smcc Pem Fit S"W/C.0.56(NA.6J
-YIN. t/7 CLT(PI.YWID(1008 APA)
Y,AN JOM TO HOLLOW CMUNG SHALL 0E AS PER UMM MO TYPE U•516E7 17 MIO 61AL OMVZ OF
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