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Prniuct Ramo+aiEnu> .-=:—i's2 r lication Detail
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r+•`..��,�'�-,s.�e�`,s• Fl�# FL389-R8
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer American Shutter Systems Association, Inc. l
Address/Phone/Email 4268 Westroads Drive
West Paim Beach,FL 33407
(561)209-8263
bfeel ey @easternmetal.cnin
Authorized Signature Bill Feeley
Irodriguez@easte rnmeta 1.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category hutters
Subcategory Accordion
i
Compliance Method Evaluation Report from aFlorida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Walter A..T;Ilit,)r.P.E.
the Evaluation Report
Flprida License PE-44167
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2017
Validated By ]ohn W.Knezevich,PE
Validation Checklist_Hardcopy Received
Certificate of Independence
Referenced Standard and Year(of Standard) Standard Year
ASTM E-1886 2005
ASTM E-1996 2005
ASTM E-330 2002
TAS 201,202,203 1994
5
Equivalence of Product Standards
(j
Certified By
Sections from the Code
t3
E
EE
t
Product Approval Method Method 1 Option D
fat
Date Submitted 04/29/2015 t
Date Validated 04/29/2015
Date Pending FSC Approval 05/47/2015
Date Approved 06/22/2015
Summary of Products
FL tC Model,Number or Name Description
389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades ret lined by tracks
Slade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection
086
Limits of Use Installation Instructions
I Approved for use In HVHZ:No ;:,
I Approved for use outside HVHZ:Yes Verified By.Arirerican Test Lab of South F orida Inc.
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Large Missile Level"D".Max span is 12'-7"for 35 psf
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 psr ASD load 1
For HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6`
for 55 psf HV3 blade w/window blade working in
unlson.Max,span for HV3 blade w/o window blade for t
installations into metal Stud walls 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 retained by tracks
i gnly-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection
'mita of Use 1 Installation Instructions I
Approved for use in HVHZ:No t I'.'> H. 1 ;? .r R.`P''
Approved for use outside HVHZ:Yes I Verified By:American Test Lab oflSouth Florida Inc.
Impact Resists .Yes ( Created by Independent Third Party:Yes
Design Pressor N/A Evaluation Reports
Other:Large missy 1"D".Max.Span is 16'-0"for 30 -
9 P ; .,,{s>>..��lir._~�_$.�2.F__�.tdfF?�F.12._..i~:3.`�"..z,�!::%::�R;,r_`L_v.S�f
p,s.f negative RSD load depending on centermates and Created by Independent Third Party:Yes
locking rod configuration for the HVI blade,8'-0"for+64,
'72 p.s.f.load for HV blade for Keystone mountings 7'-0"for
4-75,-75 p.s.f.for metals stud mountings and 8'-0"for 110
p.s.f.for HVI and HVIA working in unison.See sheets 7, 11 ¢
and 20 respectively of installation drawings for other spans €
and pressures.
389.3 Bertha HV Accordion Shutter- Extruded aluminum inter-locklind blades re ained by tracks
COMBO-{Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection p
Limits of Use Installation Instructions -
Approved for use in HVHZ:No "Al
Approved for use outside HVHZ:Yes Verified By: American Test Lab-iof South I lorida Inc.
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Either:Large missile.Max. 16'-0"span at 30 p.s.f ASD load r- Af". a�.5__a. ',a,'::.t>j.l{.,'L
for Blade I and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes
12,25 and 28 respectively
Contact tis.:2601 Blair stone Royld•Tallahassee'1.32391 Ehnae:•SSU-aEi;-182a
i
The State of Florida IS an AAJEEG employer.Coerripht 7007-2013 State❑f Florida ::, ;_acy Siatematl5=:Xcecssiisit€ty 4atemeni: Refurd Staten+ent
Under Florida law,email addresses are public records•If you do not want your a-n;aii.duress released in response to a;)Wirrrecurds,req st,do nat send electronic
mail to this entity.Instead,contact the office bi,phone or by traditional mail.If von have any question,piea4e contact 85E.#57.13?+5.'P't-r5uant,o Soak n 45s.275
(1),Flonda Statute:,effective October 1.2012,Hcensees licensed under Chapter 45.5,F.S.must provide the Drmah;"rit with an en+aii adi ress i`iney have one.The
cinaIIs provided may be used for official communrcahon:vith the licensee-However emod addresses are public record.if you do not wish toisuppy a personal address.
Please provide the Department with an small address v:hich can be,made available to the public.To determine it you are d licensee under hnpter aSS,F-S.,please
click!is .
Product Approval Accepts:
99 ia EE ."
Gredo Card
Safe
GENERAL NOTA:
t.OTAT%4 HM.ACCORDION 1011,11'TER SM"SHIAM ON THIS PRODIJCT l'IA.l1ATION UOCUIIENT({a.E.D.j 1fAq DEEM VERIFIED FON CCAIPIMM N M
ACCORDANCE MITI TILE 2n14(510 EDITION)OF E FLORIDA
TFTNLOL
NG COOS-THIS ACCORDION SHUTTER STSIEM SHALL NOT at NSFALLED AT MGH vELCCRS'TRIRfttCatiE ZORI-1
OESICN WIND LOADS SHALL IOC D"0WINED A5 PER SM71OR 1620 Of THE AWVF MORIONED CDDE,FOR A BASIC WND SPEED REQUIRED FAY THE JufDEDICSToN WfRRE 5f1uvrR WPI. TABLE OF CONTENTS
CIE.INSTALLED WITH A VMC710NALIIY EAGTOR KA-045.U51NC ASCE 7•-10 AND SHALL.NOT EXCEED INE WXWW(A,&D,)OCSt6N F'RES'SURE RAIINi7S INDICATED
�.-„y��� ON SFlEE15 11 MRU1S Mt9�dl�,
IN ON"TO VERIFY THE ABOW CONDITION.ULTIMATE DESIGN WHO LOAM OCTU1 SWEO PER ASCE7-f8 STWL BE FIRST A£DLL'ED 70 A. '°"°"""""""°"""""""'"•"°•^^'"` - d,.„
9Y MMTKYW,THEM 61Y 0.6 IN QRSERID COMPARE THESE W/LLAT(.(AS,O)DESIGN PRESSURE RATINGS INDICATED ON SIN1',75 it IFTRU 15. t8 Ao 20.
--- r.ENFyx Nam S*1 ET T
IN-OROER 70 VCRITY-MIA7 COYPONT:MS.AND_N8Ct10R5 ON THIS P,E.D„AS TESTED.WERE NOT[MER STREM.1) A&S X INC NEASIE,PI ALLOMAOLF.SEFIFEIS FOR'MRO LOADS WAi NM USEST N'MER SYSTEM CONPCNEMS 1--20 SHEET 7
ANALYSIS.HOWEiM A WIND DURATION FACTOR CD-1,60 WAS USED FWK,.IDMTp�f`4 OF T-AS7t7,Wf 9i-W000: ,
BERTHA-HM,ACCORDION SHtATTM SV%7EWS ADEOI"-f FOR 11RJD.ANII LARGE'.USSME IMPACT WAD_.1M15.-%XX YERGIM LY ACCORDANCE TMTEI 6k�'cnON-S6LX;t.1.2 OF.IME' M£tfef�Vf11 CL7DI:nS PER,, SYSTEM COMPONENTS 21.37 SHMI 3
A1C REPORTS .'. SSSS, .. T1'RECtt:-SHUtTER:ASTiEMBLY.387-43-.
:� 'TYPICAL WINDOW IAADF,&WINDOW DETAIL.
BLADE(,) /42114.01-03,j4715.01-03.(1604.01-G5,#1714.01-M 10317.02--06,/0609301.-TO AND h3210.01-11 AS PER TA54201,TAS-202 AND TA5-20:11 PROTOCFLC AND A'.'TM F-,bp$ i}„�L�(�i�����
AND E-1066 STANDARDS(MIS.a'^IU.'iZIIE.L.-R FANO ZONES J.2 8 3)A//270.01--YO A>PER TAS-201,243$203 PROTOCOLS LARGE L1ISSILF: .A17P1 IfaAC1.�1-,�1
I• J ._Hv VANDOW BLADE Q"ji M05,01-08ER 08 AS PASTM E-1006 AND E-1096(MISSILE.W41,D.WHO ZONES I.$3)BASIC PROTEGHON ONLY AND 0 0725.01-W AS PLR CAS 202 PRORKOL. TYPICAL SHUTTER ELEVATION&NM;ON LOCKS SHEET$ - -_
2. W FACADE(il AND W WINDOW fiTA¢)E- 6F) AME74I:MEERED TO WORN IN UNISON W0110%C14gl'NETt UNDER TTfE,GENERAL UUOATit)NS AND CONDITIONS of L15E IHTACATEO ON 3HER7 16 INSTALLATION DETAILS A-F,CONCNETE/6LCK1t SHIM OINSIALLATION DETAILS C-M,CONCRETE/01LOCK SHEET 7
3,DMA iEY ACCORDNCN PINS(NY LISFRI AT-SLADE.'S KNUCKLE:AND FOR DIRECT MOUNT CONNECTION TO 1RACKs SHALL BE d14A2,-M*AND/14.11.75'RESPEICiNELY,4tO-HT MINIMUM SERIES CENTERMAM OVALS HV SH $
STAINLESS STEEL S'CRENB w N 115.0 W'nETD SrRETirr"AND 180 kol TCNSFLC EIRE.NCM.PHS SHAT.0E COATED 1411 DEBT'IiA W DACR)SHIEID CLIA11R0 SYMM AS MANUFACTURED BY APPROVED CENTEPLNTE ALTTJULATIEET NO DETAILS HV SFP.EI'9
COATNO APPLRIATO11% AC=tf VD WITH AU SZ(AN SHUTTTUI SYSTFMA-A SfK:[ATK1N.PIRS WST BEAR THE W MAf6ONG ON YHELR Hf}iD. -
4,NL ALWTHUM FYERUSLONS STMI. SE ALLIIFTNULI AS:CCL_ Tiik1 ALLOY ANO TrUPF,'.R A';INDICATED ON SHEETS 2 AND 3.MNM1UM YIELD STRENGTH FOR 6063-116 Aj.OY Is 30b kAl AND 35.7 kni FOR CONNCCO(TN OCTAL„1 I-6,CONCRETE./Oli)GK MEET 10
8008-TS ALLOY. R ENMAXIMUM SPAN LADLES SeiE:Cl'it
ANCHOR SCHEOIR.E- CONCRETE&gLOCK SHEET 12
S.ALL SHALJ. '!0 FTE b'/F I-JESS9-L 304 OR 318 ATS(SDOES2411 ON CORROSION RESuYTANT COATED CAR"rXXi S17O2 AS PER DIN 50018 IDTT1)Sp Mal MM.YIELD STFIENGTN!200 90 Tsi WN.TEN,LE:'STRENOM, ANCHOR SCHEDULE-CONCRETE h RLDCK SNE}'T 13
AND 61Ni3.C33MPt;f WJ FLORIDALOPoBIALDftiO cCgE SE.'1T0I4 2411.3.3.4.
ANCHOR SCHEDVL.E- CONCRETE&BLOCK SHEET la
6.DOLTS TO DE ASTM A•-307 GALVAWZ);U VTM; OR AISF 344 OR 116 SERIES STAIM-1 SS MU WILL SS W6 M;NNUt!Y1E1D STRLNOTXi, ANCHOR SCHCDVI.E-WOOD $11(m 15
7,SEE FILE FMI.OW140 SHEETS FOR NTC,IOR SPECIFICATTON3:W S1,9x(TJ: 11%13,14,15 AND 20 INS7MIATION DE•.TNt S M-R,WOOL! SHEET 16
IN RAM(Ij R(:) WORKJB:IN UNISON: 12. 11& 15 INSTALLATION DETAR3 S-X.WOOD SHEET 17
'
& ETA LU'7THTA N.Y.ACCDR4)p4 STUTTER SYSTEM STARS 0.U.S.PATENT' 6'77N,.SA2.t'OAf.t1liENTS Or t7I3S APPROVAL ARE T:(h2R£D,7N YAtgLC 4R W PRET 011'US,PATENT(S'458,11YR iS ISS TO fiL57F,RN
ENO CONNECTION LETAILS 7-12 A X.WOOD 8f16E7T$
t4ETAL ssIPPGY,INC.
e,it SHALL.OF THE RT'SPOTSS491LJFY of THE CONTRACTOR TO waTiFY T.IE Sg1;NLXr7fS i of T1u STRUCTURE WnEN6 sHImETz IS Tq kW.AttACHe)).EO eFsaRS PROuETT ANCr4ow44F_T-gNTfstcTc=z TO xeAt/w1.x
AREA 3: HY WINWN BLADE 1<AA ONLY
ALL ST6176 COMPONENT ECCEIZ WHICLS RrMUN, Mf01 FASTF29N4 IN COFRINOWS CONTACT WITH THE f9RIDING 10 PIcEVENT MND/MAIN RETRUSION, TYPICAL.SHLEITER ELLVAITKSN SHEET TO
14, EACH ILNIT MUST NEAR i''EItAMWENT LABELS IN A ViUU PLACE WITH WARMMI NUTE;t1VRMV::F'ERKX1fi:Of H1JRR9ANE WARMNGS NOMIE OWNER,TENANT,OR OPIE71S,MUST PROPERLY CLWE ALi.8V AND HO 1
CURERMA.TM MID ENGAQE OR LOCK ALL IN AND IID LOCUS. EAW
11.SHUT(ER 1AAFAWACTl)REW'S kAIF.L STO L 0F.LOCATED ON A READILY VCa18LE LOCATION AT AWORD'ON SHUf7ER NT ACCORDWCE WEEN SECIION 1710.6,3 OF FL.URMA WILDING CODE.ONE Ut3t1'44&f. OL iNSTItUATKXN I!.TASS, MLIAL STUD WALLAS Sfimr 20
PULMO FOR EV Mf OPENING,LAMI.INC TO COMPLY MI SECTION 1710.6.2 OF TIM FLORIDA EOALDNG COVE.
12.BERTHA H.V,ACCORDION SHUTTER SY5T6A15 H$TAIATION SFWL CWPLY WITH SPE"INDICATED IN THIS ORAWING TnU5 ANY e'JLLDING AND 201vlTAi RELVLAROHu PRDMDCO Of THE JUR(SOICTIUN WTIERE
PEFW TO AFPM TO.
THIS P40.PREPARED OY'DIX ETFVNEYR IS GENERIC AND DOES HOT PROVE HFOAMATICH FOR A SITE SPECIFIC PRO.IECT:i.e.WINE. THE S'K CONDITIONS CE/tATE TTTC}A1 T..{E N.E.D.
(0)CONTRACTOR 10 DE RESPONSIBLE'FTN4'1HE SFUCTfON,PLIRCA SE AND NSTAUAWN Fi WIRKG LIFE"SAFEPr OF'MIS PROWCi,BASED ON THIS P.E.D„N'RMWED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO
t THE CONOTTIONS UEFA,ESI ON THIS DACUME'NT,CONSERUCROFI SAFM AT SITE IS THE!CCOTRACIOR'6 RE PONSWIIun. OBTAIN 12�"k 44i (� Jr.' . �Jy(El� (i� FLORIDA
(c)THIS P.E.U.WILL RC.CONS14ERE3 tWAL'D IF A,IEK..D tTY ANY M£Adl^>.
{tlj SNE SPECIFIC PROXIMS SHALL TTL PREPARCD PY A MORIDA RDOISTERED fNAINEER OR ARCHITECT WWH W U Bfr M£T116 E'NCIF;EER OF RECORD(EAXR_)FCR THD.PROJECT AND WHO Watt DE
f r518LE TCR 1W. PROPER L'SF OF LNC PX.O.IIFOIIt.ER OF RT;CORD,ACTING AS A TTEIMIED ENCINEER TO MF P.E'.L F,NCINEEH SHIALL WDWIT TO THIS LkMX THE SITE SPECIFIC OFutW'.NGS FT)R
REVIEk
(t)ORgWM Pl.O,SK41.SEAR THE DATE'AHO ORIGINAL SEAL AND S14FIN."All Oi"THE F'ROPESDOHAL EN60&ER CF RECORD TTIAT F`RENTIED rf, �y
M FLOUA EJUM� R
Non High Velocity ur riC alio. Zane
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rx r,C7F . Asaoclatfan, aCI.A)111-152 .(I:T/15 aAT1.:' -4;13
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♦.BAT" !r (S�NY 9O'�180' STARTER
Iff--somp BLADE `` _
C c U5 PA FNf ^ OUALIf•It"O FGR USE: W/ YN I3L.,tuF.Vii•) ...• (q }yy DI1}NT '•'I✓ITWe til-
_
Hy WINDQW,�, �'�r 600 T ALLOY ANO TEMPER OIIALlf1:17 FORE UU E W HV 6083 F8 AU'or ANO TEMPER 3J
-S= LIMITATIONS OF USF. OF nI.AOE ®ON S<HF.F.:T -- - - - -
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,,fs• GL`a1 tG ALLOY AND TEMPER nl,�p,�� oL£�uFlP.n Fera usF.w/ 'Iv �� L,�V RAfNGUARD
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6063-f6 ALLOY AND TEMPER OUAUFIF.G FOR U$E W/ IN
W63 TO ALLAY AMO TE1.0-CR vARi(:.`; ) _1;9.,1¢_.., 6G6✓-T6 N ADAYEM10 TEMPER
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OUALIaltb FOR USE YN IIV E3lACE i 1 1(141 Y'
JOALIFICD FOR I1SE W/ HV BLADE,;1';ONLY• GOfS-T6 ALIO ANO fEMPF",_ UJA.IFIED FOR U;>i' Y!/ FP!RIADE'.�1) FID WALj,-HAD-ERMLL
SLE: Sk'L"nON5 WR VA:.Al31TY.`' SEE SECTIONS FOR\'ld,:01'.Y. EIUAIJFIED FOR USE W/ HV
0063••T6 AIIOY ANO TrNPER 6063-75 ALLOT AND TEMPER.
601;7...TG ALLO'i ANO P_upcR
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t�UALIF'IF!1 FOR USE'N/ EIV
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001i1-T8 ALLOY ANO TEMPER
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ALLOY X TC
6063-T6 ALLOY AND Hy' COINER C ET&," .. N BME(D
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LOOER FOR -T- LQ QUALIFIED FOR USE W/ HV BLAPZ!,),'j04LY tj F&AU, LOCK CENTERMAIE '11AUVII'D Y" RISE QUMJf1'jFD F VSE W/ 4v
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;ONLY t MF6 ONI_Y�
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6064-76 Alloy ANO (EUPCR
VFIED FOR USE �,e w I.A0,7()&(5,)
V4, rr.W, .1083 46 ALLOY NO ?EMPER
'A KEY
L,.7 CYuNrWR
LOCKINft ROD
HP LOCK
6063-46 ALLOY ARD TEWCA (5)A-24CE-16 ACETAL HZ /A'. 9=20_AIS1 7QA fYY RIFARf IJAJOWANIc MOItT,_'E L,rAS rCNr�';2,33,*9 IjMk'DOIT LOC%.
l�WILL REQU)RIF,A 7/16- HOLE THUMBXRM IES.-S.S. THUMBSCR M. QLLdAfWT) FOR USC W/ JIV 9W.E(D& (p/
-VALIFIC0 FOR SE W1 HV BLADE
JS FOR PROZIC4 FUaEVjq1.f1jT v q FLORIDA BURDING CODE(Non High Ve)GClity flurriCone Ztl=jq
APPordion Shuie tter System
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ry
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SHUTTER ASSEMBLY SCHEDULE FOR
HV (1-1 HV I-A) 4.11
r. 04
111, 1AADE I i__----TAM
VANmV WOE .0625, .0625,
Hm x
srr—
Zt omm
14V LONG MUSSED NYLON BUSHING .082.
(Typ) Masi,
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RV MAEEL CARRIAGE ,NSI 302--303 SERIES _4 40
0.870'x.3/16"TH?CK NWON WHEEL iz "Itr Vw.:
CLEAR 8"
0.188^0 AISI 302 SERIES S.S. RIVEFS SIVARealO 43175001
.......... nrrwrENN -_ .I__ UG25-
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POLYCARBONATE IMPACT RESISTANT HV WINDOW HENEEN V NNW 81 ADE _AK
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('tE, ON SHEET 19).
SEE: "J"'
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HV
(1) HV PIN f,.HALL ALWAYS NE. USED AT ALL EXIERIOR POLYQ%RBONAIE SOURCES FOR U4
BOTTOM KNUCKLE'S OF MI ACCORDION syslEm W/ Hit OR!
EXTERIOR
14V BLAm" L SHUTrER AMMOU
7�. �1.010 SONY"
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(2) II-V P;N @ MAY CIE. USED IN LIEU OF 4, AT EX112R
At
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EXTERIOR BOTTOM KNUCKLE S OF HV ACCORDION SYSTEM W/ HV
(SEE:NaFF * FOR
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L•.LEVA110M.NV LOCK of MAY USED AS AN INSIDE.OR 0•JISICIE LOCK.ATTACN[D TO�D OR
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AMM.V� CONDMID
... `-,�- orJsQ • �-I - - _ X2..64 LOCKING RODS- ARE NOT REQUIRED AT,.�tURRICANE POSITtUK RUC MAY
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(
MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION),
+ I{ 4. •ONE W LOOK f�pr&0 sr,rar BE USED AT CORNER CE'NIERMATEu FOR N11 VAN
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AT[AGMED TO_I,f�_CURtVER CENTF.ftMAT£W/((2y s//i r-2D_x i/2"LONG FUT KFAO S.S.U.S.TWO LOCKING RODS I
AT TOP& !3L>TTOM SHALL BE USM LOCA'RT]N f-LUCK SHALL DE-AS-INDiCAIED ON TYPICAL SHLtrt£R ELEVATION,
"IMUM SHUTTER SPAN SW".Or..DE:MU',NCO AS PER SCHEDULES SHOWN ON Si[1<l'12,
INsr' ATIONS
ALY CX.'K RMN.+ Stit VV Y SOF SbO AL kF1 fDC O 0 'A�l. ..
- NS Al'ANY At AL LOCK ALA U S tJT}iJO LOOK,AT[A.CHMENT
JJ 1 er g 7g 1 „; OF 1/4-0-20.3/4- .;S.Ti{UMDSCREW TO I)OR}�'Y}CEN1Et2MATE5 SNALL f1E MADE ivf i/9`ik••2Dw3/4-ALUM.
RNNUI AS SHOWN ON SECTION INE., SHM&ONE IOCK SIMM,DE VSEO A[ 1/2 OF SHUTTER SPAN OR TWO
t J LOCKS At 1/3 OF SHUTIER 91AN,
` i f S.jW90a'ogs•QMlTVl41 A)MR u..trorm 04E I'l VXX 0 ar�5 r P$Sw'LL BE
VSVD AT 1/2 Or SHUTTER SPAN FOR MN SPAN OR 12'ABOVE OR BELOW 1/2 OF%IUTtFR SPAN POP SPANS UP
TO 90`,AND FON INSTALLADONS Al'ANI'ELEVATION, NY LOCK(.a or;ig or 0.9 MAY S£USED AS AN INSIDE:OR
• OUTSIDE Laetl•ATTAC,HEE?TO w t or 'JJ.SYMMUTt1r;AL,CENTERL(ATES SYf(2) i fA'»2{1 x 0.1 LONG RAT HEAD s.5.
SPE CONNECTION'
M.S. LOCAMOH OF LO:'K 1311ALL EC A$MIMED ON TYPICAL.S1iUITER ELEVATION, USE OF LOCKING RODStj
/y�,, ?ri TOP ANO BOTTOM M CXWPLEfUY MANDATORY,
t c N , J �(i r � v o fa v> Y .
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COfiNr'72 7. iW7�,_OlA.Y
OF A. ��lCBL
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.. i OF LOCK 4 INCLUDES USING REINFORCING LOCKfft"1.2,AS SHOWN ON Sif.330N Mr,SHEET il,wKCH MU•.a"r eE
;t()•S s'f'(t 7J•"�I Ste'` o�}a+ ^-• ._� CONNECIrd TO CEMERMAtYS(..a AND h,;�W/ 1/4'iF-!f0 N 1 1/8'LUNO S,J,THRFADED DOLT W/7/D`9 x 1/32`
t«» .` SYANONtft OR W/ 1/4'0-20XI'S,S.M"5. L itD A 1/4'0.5/0"RNNUr..LOCX MAY[iC TNM LLLE'D AT MIDSPA!OR 12:"
bw•�7} F nr0-, (v Q.D,m MAXNUM ASOYE'AND BELOW WIDS'W4.US;OF T1VO LOCKING RODS 0 TOP AND MOM i5 M,WDATORY"
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t' P1G i•Iii?t ' �+/�..,dQ.crxrFY�ecTiS i]r sHS�i-. :DNE RITE;r¢ATe HD LOCK(# MAWE USED IN ULU OF
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AS At MIDE OR OUTSIDE LOOK,ATMWEM OF ND LOCK tR 10(5�L Wf 3 jR x 3/�'F.H SS MS..AND tNCLiRIE$
RDNGORC wwr INERT 63 AS swwN ON SL"I vom HOD-M AND T♦()C-•Iwo.swCT:D.LOCK MAY LIE.MmU-0 At
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TILUT TESTING & ENGINEERING COMPANY a�capbDN •-• OAYr "1- Lr t-^
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