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Frcbu;t KllOra<al menu>cwtie+a.'_e nrcisW::.�..�a't.`t......___. :.x+I::;n_;,t:_> lication Detail I
��� r r- FL' FL389-RB
c y Application Type Revision
Code Version 2014
Application Status Approved
Comments �..
Archived
Product Manufacturer American Shutter Systems Association, Inc.
Address/Phone/Email 4268 Westroads Drive
West Paim Beach,FL 33407
(56.1)209-8263
bf'eeley@easternmetal.r-o m
Authorized Signature Bill Feeley 1
IrodriguezOeasternmetal.com i#
Technical Representative
Address/Phone/Email
3
Quality Assurance Representative
Address/Phore/Email
Category hatters
Subcategory Accordion
Compliance Method Evaluation Report from a Florida Registered Architec or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopr Received`
Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E.
the Evaluation Report
Florida License PE-44167
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2017
Validated By John W.hnezevich,PE €
Validation Checklist Hardcopy Rect ived p
Certificate of Independence
Referenced Standard and Year(of Standard) Standard Year
ASTM E-1886 a 2005
ASTM E-1996 a 2005
ASTM E 330 2002
TAS 201,202,203 1994
Equivalence of Product Standards
Cgrtified By
Sections from the Code
s
I
1
Product Approval Method Method 1 Option D
Date Submitted 04/29/7.015
Date Validated 04/29/2015
Date Pending FBC Approval 05/07/2015
Date Approved 06/22/2015
f
Summary of Products
FL Model,Number or Name Description
389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades ret fined by tracks
Blade 3-(Non-IiVFIZ)-Drwg 15- (top and bottom)for storm protection
086 i
Umits of Use Installation Instructions gi
Approved for use in HVHZ:No l F.i;,?f?! 'K4',_ _h�J y 2'i;;:..._fi _q 0s,i.?idf
Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Fonda Inc.
1i Impact Resistant:Yes i Created by Independent Third Party:Yes
besign Pressure:N/A Evaluation Reports
Other:Large Missile Level"D".Max span is 12'-7"for 35 psf z3c:
9 p _1:�._s Pc+' r k. .:}.�:ice- _'. _c,__:<'. >.iS ;s_;, ii.
pDsltive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes
the HV3 blade w/o window blade,S'-"L"for 110 psf ASD load
for HV3 blade w/o window blade and 6'-11"for 62 psf,9'-6"
for 55 psf HV3 blade w/window blade working in
ttnison.Max.span for HV3 blade w/o window blade for l
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.
359.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking:;blades re in by tracks
1 Only-(Nan-HVHZ)-Drwg 15-085 (top and bottom)for storm protection
Limits of Use ;Installation Instructions
Approved for use in HVHZ:No I f L iFi ft3_.i i..,A.S.s.-1k ,11......Gib*/C_;=)
Approved for use outside HVHZ:Yes I Verified By: American Test Lab.of South qorida Inc.
Impact Resists .Yes 1 Created by Independent Third Party:Yes
.Design Pressur N/A Evaluation Reports
Other.Large miss ei"D".Max.Span is 16'--0"for 30 ^t," 2_ES ,__._:'_4 S,I^ TNf'_f,:ER;._+t�'.I,r i `.R _iV_:iS(`
p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes
locking rod configuration for the HVi blade,8'-0"for+64, i
-7,2 p.s.f.load for HV blade for Keystone mountings 7'-0"for
475,-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 r
find 20 respectively of installation drawings for other spans
dad pressures.
3893 Bertha HV Accordion Shutter- Extruded aluminum interlocking:blades re ained by tracks
COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection
Limits of Use Installation Instructions
Approved for use in HVHZ:No
Approved for use outside HVHZ:Yes Verified By:American Test LaCiof South I lorida Inc.
3mpact Resistant:Yes Created by Independent Third Party:Yes
i Design Pressure:N/A Evaluation Reports
f Other:Large missile,Max. 16'-0"span at 30 p.s.f ASD load LL Rq A.c__i,.5.`n.)j;J R._. R.'y f fi!itiA,l��i>
for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes
12,25 and 28 respectively
Contact is,:7Eit1 Glair Slane Raad,Ta!:ahassee FL 32?9_5 Fha,w_:850-487-3324
The State at F":Dada=5 an AAJEEC employer.� ht 7007 20t3 State er ilc ta :;Privacy Siaxrnent :trcessi"o Fi,!jv Statement: Fie n<}SFxiement
Under rionda law,email addresses are public records.if you do riot.rant your a-ma!,address released in response to a oub`:i4 r vrds request,do not send electronic
:nail to this entity.Instead,contact the office by pnere or by traditional mail.if you!cave any cuestions,Tease contact 850.487.1395.-Pursuant to Secrua 455.275
Ficrda Statutes,effective October 1.2012,licensees licensed under Chapter 455,F.S.must provide the Department wit(i an erlaii address if tney have one.The
einalis provided may be used for official communication wilt•the.licensee.Ho—er emaA addresses are public record.if you 03 not wish to supp':y a personal address"
'please provide the Department iv!th an email address which can he made avai:able to the public.To determine if you are a 1i etsee under-bapter 455,F.S.,Please
Product Approval Accepts: pg[
ER® €
Gredit O'S't1
S.We E
GENE tA_ L NOBS:
1.9EAITHA H,v.ACCOR,1fON SHRfI'TER SY'S'ILN Si1CANN ON 11175 iTRUilUCT£.'N.UAtIpN DOCUwE)!T(F+.E'U OA9 HEEL VERIFIED FOR COMPUANCE IN ACCORDING''VIM THE 2014(5tb EDITION)OF THE FLORIDA _ .,_.._._.,_.....-,„........... ..•.................:....,......�
BUILDING CODE.THIS ACCORDION%iWM Sr-MV SHAD.NOT GE INSTALLED AT HIGH VF1CCIlY tWRRtCN1E 70NE`3. r �+
GESION WIND LOADS S1W1,BE oftEf"NED AS PER SET:RON 16?.0 OF 714E AB'WE MENTIONED COOL FOR A BASE WIND SPEED REOLIREIT 8Y 1Tt:,JURJSDIC110N Wh"F SHUTTER WILT. T T ABLE OF CONTENTS
BE INSTALLED WITH A DIRECTIONA111Y FA M KAp0,85.USRNCT ASCE 7--10 AND SHALL NOT EXCEED DIE IMXNUM(NSA.)DESIOH PRESSURE RATINGS INDICATED
tTN SHEETS I RWU 16,19
IN ORDER TO VERIFY THE ABOVE 000pT14DN,ULTI
MATE DESIGN WINO LOADS DETERMWO PIIi ASCE 7-10 SW1[A.BE FIRST REDL 1 tU R.ti..L£P'+I (iN '{)TdY$.�+,.-"""""°""""'"•`�"""'.'""""""'"""•"m' ""°w"-" "'"1"",HV"�M�1r•r<'`t-L """•`""'""'-"""�° "^" ""'
BY MULTEPLYING THEM BY 0.6 IN ORQERTO COMPARE THESE WJ MAX(AS,D)DESIGN PRESSURE RATINGS IXOWXD ON StIEUS II THHU 15. 19&20.
GENERA,.NOTES SttEET 1
IN ORDER TO KRIPY THAT COMPORUNTS'AND ANCHORS ON TM13 P.ED„AS JESTED.WERE NOT LNER STRESSED.A 3.3 X INCREASE:,N ALLOWABLE STRESS FOR WINO WADS WAS UM USED N TUVR SYSTEM COMPONENTS 1-20 SHEET 2
ANALYSIS,HOWEVER.A INN)UVRATION.FACTOR CD".1.60 WAS WED FOR VW40AMON OF(•A<.IIENERS N WOW. SHEET 3
.. ..Ok•HINA:H„Y.,ACCORDION:LLNIUTTER•..TiYS1E1fS.AT;EOLrACII.FDFt.WINtt..t}NQ.tARGG.;YI.c*Jt F INPAC.T.113!D . „ - ........ . ..;,..,...,TSYYPSITFJE,ML.COMPONENTS T281--13 V
fAEN,YERE A EN. ... AS PER
Alt REPON : fC/J WINDOW MADE&WIDOW U EYN.L.......... -- .6t1EET 4
..
• -FW BLADED' /021'W:7 03,10715.01-03.j1004.01-05.11214.o1-06,#0317-02--06,10609.01-to AND FDlto.ol-.It AS PER TAS•401,TAS-702 AND TA5-203 PROTOCOLS AND ASTM 7-1086 �dI��CL (5LAM MAN N-UM i BLu1_F_ 8
AND E-1996'STANDARDS(MISSR.E LEVEL D.YANG ZONES 1.2 4,3)A 11220.01-10 AS PER TAS 201.Ml&203 PROTOCOLS LARGE MISSILE OkIf 3&APPI IC` pl 1
-4W WINDOW BLADE 0 10505.01 03 AS PER ASIM E-IN6 AND E-1696(MLSfli LE LEVEL 0,WID ZONES 1.2,3)BASIC PROTECTION ONLY AND I)0725.01-RW AS PER SAS 202 PROTOCOL TYPICAL SIIUTTM ET.E,VADON&NOTES ON LOCKS SHEET 5
INSTALLATION DETAILS,A-F,CONCRETE/HLDCK SHEET 6
2, W BLADE U AND NV WINDOW BLADE AT ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CON MOONS or USE IHONCATED ON SHEET 19 INSTALIAT)ON DETATL5 C-FA,CONCRF.TE./RLOCK SHEET 7
S / 410-111 MINIMUM SCENTS CENTERMATE DETAR.S W SHEEr B
3.BERTHA HY.ACCY)F.ORON PINS(IN SCH'i1r5),USED AT,8L167ES KNUCKLE.AND FOR DIRECT MOUNT CONNECTION TO ITW:K..5HPL1.B£�t4Y2.76"AND t4a1.75"RE5PEO1NCi.Y, CEWTETUAATE.ALTERNATING WAILS W Strf 9
STAINLESS 91EEL SCREW WITH,135.0 kel YIELD STREWTH AND IM W TENSILE SIREN('TH.PENS SIWL BE COATED W191 BERTHA HV OA,CROSHELD COATING SYSTEM AS MANUFACTURED BY AEPRCMED
CLASDNO APPIXATORS,REBNSIT3RED WITH AMEERaA4 SIR)TTEIR SYSTEM,.ASSOCik'no N.PINTA MLM BEM Me.11V MARKINR ON THEIR HEAD.
17
4.All ALUMINUM F.XiRUS16NS SHALL M ALtWINUM ASSOCIATION ALLOY AND 7IMPER AS INDICATED ON SNEETS 2 AND 3.WNMUM YIELD STREWWH FOR DOW"TER ALLOY IS 30.0 W AND 35..7 kW,FOR ENO CONNECTION DCTAlLS 1-9.CONORF'TF.JBtOCK STETI,10
MARMVM SPAN TABL[:a Slif:Cl'11
6003-19 ALLOY,
ANCHOR 5CHEODfl.F.-G(NNCd1ETF..k f3L0C:K SFfi'Ei 13
S.ALL SCREWS'to BE SIAINESS STEEL 304 OR 516 AISt SERIFS OR CORAMON RMISTM,'r COMTE.O CARBON SIEYI.AS PER DIN 50018 WITN 50 iWI MIR.YIELD STRENGTH AND 90 kxu' MN.'TENSIU:SSRENOIH, ANCHOR SCHEDULE- CONCRETE&f3IOCK SHEET 13
WO kYAL COMPLY W/FLORIDA BUILDING OCOE%WWN 2411.3,&4. ANCHOR SCHEDULE—CONCRETE&BLOCK SHEET 14 `
6•BOLTS TO BE ASM A-307 CALVANIEEO VEET,OR ANSI 304 OR 316 SCRtES STAINLESS STEEL WITH':%kN MNNUM YIELD STRENoL ANCHOR SCHEDULE-WOOD SMELT 15
7,SCE 114E F'OWWING SHEETS AEON ANCHOR SPECIFICAUM'W MADE 0: 12.13,14.15 No 20 INSTAU..ATTON DE:TAIIS M-R,WOOD SHUT 16
W BLADE L7 WORKAKT IN UNSON: 12. 13&15 INSTALLATION CE(AY S 5-Y,WOOD SHEET 17
90 CONNECTION MrAILS 7-12 k X,WOW SHEET TB
FL'RMS BERTHA N.V.ACCORD"41UITEA SYSIDA BeARS A U.S.PA1FN(/e'7'7y S6'2.COM.WtLEWS OE THIS. APPRDJAL ARE OX VM).IN WHOLE OR IN PART'BY U.S.FATEW r5'4.58,171)M!.AJM TO;ASTERN
METAL SUPPLY.0+'.
S 3'
9.It SHALL.BE:THE W�WNSIBIUTY OF THE CONTRACTOR TO VERIFY THE.SOUNDNESS Of THE.S(RUCNRE WHERE SHUTER IS 10 BE AYIAC40)'R)UNSURE PROPER MGaORADE,CONTRACTOR TO SFAL/CAULK ►�'..YIiN { ,�ONLY
ALI SHUTTER COWO✓>:NT F.DW-S WN."REAWN,THRU FASTENING IN Ct)NeKUOUS CONTACT WITN ME BUILDING TO PREVENT WIND/INN TNMAVOI4. TIPIC&SHUTTER ELEVATION SHEET 10
to. EACH UNIT MUST HEAR PCFMANENI LMEI,IN A VISIBLE PLAM WITH WARPING NOM,WRWO F"RKM OF HURRICANE WARNINGS HOME OWNER, 1S:NANT,OR OTHERS,MUST PROPERLY CLR'iE ALL W AND HD A 4: DE�
WINDOW B A
CENTERNATES AID ENGADER•:S O2 LOCH ALL NV AND ND LOCKS. AIR -- �.I
11.SHUTTER MANWACRIRE IAHEI,SOWJ.BE LOCATED ON A Rl','ADSLY CA 41SIBLE LORON At W,t'OORQION SHIMER IN A QROU:CE WTI'H SECIVI 1710.4.3 OF E'UJRIOA BUILDING COOL. ONE LA".YL SIMI BE INSTALLATION DETAILS, METAL STVD WAU.:i %lEET 2O
ERt
PLACED FOR EVY O'EJN!Nli LADELNG;TO COMPLY WITH SECTION 1710.6.2 CF THE FLORIDAFLO RIDA MOLDING COOT ..- ...--..-...--- ..-.--_•-..--«.,....-_----._
12,BERMA.N.V.ACCLXDWN S11UrT£R 5fa,TEW's i.NSTALIA7KW%W.L COMPLY WITH SPECS INDCATEV IN 7141S DRAWING PALS ANY BUILDING AND ZONING REGULATIONS PRONOM By THE JURISObnION WHERE
PEMW IS APPLIED TO.
• I&(a)THIS P.ED,PREPARED BY Tits ENONCER IS GENERAL AND DOES NOT PROVIDE IWO5411AT10N FOR A SYC SPECIFIC PROJECT,i...MIME THE S'M CONDITIONS DEVIATE FROM ME P.ED.
(b) GONTRACFDR TO BE NESPOI091.E FOR THE SFU;aioN,PLRRCtwif.A0 NSFALLAT16N IKCLUONG Up":SAFF.'1Y OF-THIS PRODUCT,BASED ON THIS P,E.D..MUVIDEO HE/SFIE DOES NOT OEVWE FWW •FHIS DRAWING SHALL ONLY BE USED TO
THE,CONDITIONS DSFAR.ED ON THIS COC%rWL(:(RBI t=ON SAFETY Al SITE IS ME CONRrACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE.,. STATE. OF FLORIDA
(c)THS P.F..D.WILL W,CANh<!:EF£D BWAUD IF ALTERED t1Y ANY MEANS.
((0)SR£SPECIFY;PM)CCIS SHALL IAA PREPARED BY A FLORIQA REGISTERED EM NEFR OR ARCHOM WHN'H WIIU.WrOW..TW..ENGINEER OF(M)RD(E.4)R. FOR THE PROJECT AND MID WILL BE
R IA'iIBLE FOR THE PROPER I-%OF'THE P.C.O. FMtNLER Of RCa;OPO,AC'IINO AS A UE.UC\TE0 ENGINEER TO FiC P.C.U.Mltl;fm SHA.L SUBMIT TO TN L.TIF.TL THE SITE SPELIm ONAIE7NOS FOR
REW.EW,
{e)OOfMNAL P.E,(Y,StWL REAR RIE CAW AND OR,10NAL SEAL AMID SIGNA:LIRE OF THE PROFESSIONAL INUVFA O RECORD TIW PRETWD:D D.
FLORIDA BUILDING flon 8)gr, Ve+L7e;ty HuTricune Z(1I7H
\\�\�•� , •,7-/("AN�' 0 ZOI6 FA'S1tIRN METAL SUPPLY.IfW.__N.-..
.r..
_Acco
rdion .....
A ;S A
■ ■ ■ s RV.6EA5DE#1 W/CR W10 ENV,1A1N()CW RKE
Amet'iOan $FlMttNlf ems Lttsorie^,•m)x Lott alums ir.,vR.�
TILLIT TESTING k ENGINEERING COMPANY � 13/15
9'• ""fEOF Associotion Inc. oLr 11�>�2 !;3/L bATE �;
ex�a N�.u:b,.r.,xx_�,,vRca+u:"ant.N9.nTa»cA.ss, 42fi3 WQstroOdr) DriVR x " •.__` ..-
F'na,A tA5`)1...ISXt.Pax 7.67}6)1..i!i31 Ta Ai-xr"w.. �" -"�a$ �^� (, ,8 :C a. .AWUVi, No
S' ' �� �a a-•rcroe urAG»PAi,can WE t 1 =n F12acH, FT.. 3340' 1 ��^O$.Fl
JQNRL•E\'��\\\\\ WIVEA A.'1PUff 4.pV)FRIq ttV\ I'M
,ipA:.a.0 AnN1 � -.._........._.......... ...
SHEE7
P,E. t)RE/OATE 1 OF 20
J'6
S)HY.WZ180! STARTER,
WAljkll) FOR USE W/ IN BLAOE(i) Hy DIRECT MQU."j. HV BLADE )b
ATV WINUMALAW BOOS-f!; ALLOY ANI)TEMPER W/QUALIFIED FOR u F wf Gan%-To A Ir AND TEMPER
-SEE LIMITATIONSS OF USE OF MADE Q)ON SHEET 19 '8LAOF 11
ALLOY ANU INKR,
L
T
q-)MY ADJ, ADAPIER -W/U
Hff -4.920
QUAILIFIET) FOR USE:W/ W
BLADE HV,WALX—OVER TRACTS NY THENCM TRACK
.1'A&.JNLTJ FOR USE W1 HV ..................................
ROOR—TRACK 606.5 N, ALWY ANO TEMPER SLADE(4 OUAWFIFL) FOR USC W/ I IV
QUAI-IFIEZ 17OR USE W1 IN oo--ro ALLOY A EILAIX(j)ONLY.
BLADE -011ALIFEED FOR L) F.-W/IN60G4-10 ALLOY ANO TEMPER
voo .4 W63 to ALLOY A r
It
................ ..........
............
�U9
JT
�N
�R
A-,
COUNG-HEADER BA ILING HEADERI$I
Wl"Lorb USE vil jiv II r"'I)Otc
1ULAEO FOR ME: W1 16f BLADE(Y)ONLY, AUQk MPEW
el.ArE k'l�ONLY.
yCil. AU'dy ANO po'PL'
ANO ',E O�W.wlw FAR usf'.' W/ tow it
I to SEE SECrION FOR VAIJOI`Iy�!�C.C'j NS F011 VAUDITY.- QUAJIFIE1111 FOR USE W/ HV
GQe3--Tl Al..LOY AND rF.VPER f,0"-T6 ALLAYAND Tf.NPFR
ci Ti U x y I
2 10.125
2- lb-MAX. f/e. 1/11-
..........
0.102' 0.1112,
L...........
OR USE RHER POSTS
Ev FOR IJ75
if uncD FOB 1) F" W/ 14V
x.0 60,55-T& ANI) TCYN:P
60( 16 . ... .... Iffm
L RJUMA BUILD-11,CODE(Non High Velo,;ily HV.rriCone Zorie,
0% 2015 FAS7M WEAL ill' W-
. ....... r Accordion ShutwuSystem
-LIE-C-01-N---C. A KY.B-CE#1 W/CR W/O KV.Wl`WW DACE S■--S-•A
American shutter Systems ii;—'
W,
TILU T TESTING ENGINEERING COMPANY Association, Inc.
uj
42.68 Westcooda Drive
005)67`1.:t'3o.ro:(XS•371-1$31 ............4---—-------------- Nv
—.,il.*31 - - -- 3�•- -We&, Pairn FL 3340i'
—L-4.............. 15-085
ff.L, ....................................
*V&'111101 J,VE. SHUT
q Z'.T,1�4%7
'20 MAT OF
"-20 DA'WT
T�MW ""ON'Offl& 1,�4'10
T" .;.I
Saul$
I Klftls�0-0
Ito
7
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KAYLD)1 &WA) ..... ....
A. KATO)
V CGRESSIOCK
"-2- V FLOATING CENTERMATE1.
�� L. 11 ...QVALI�
-USE-AV/-,HV,BLAM(D- ONLY F
ED, R • 11;e wly,
S-TO ALLOY AND TEMPE OU ED FOR USE W/ HV*OlAOE(l)&11NONLY LADE Cf?AIrAIGNr V CORNER CENTERM
G063-T9 ALLOY AND EMPZ RHER CE
6JAI-IFIED FOR USE W1 HV SLAOEQ,ONUY
2874' 6063-16 ALLOY AND rLV.PCR PAsllc iiw
. 2 MOLDEM'M-
................
-ZW AFTcR Rwnqrj
x ?METING1/4-1-20
IT*
R0 904 AMMUM(202--TS ALLOY)LN=.nAW,6�T11M
ShUl NUTSM.)gr 1 0820,AS kAHUFACTMU er WJ&
xxi TOOOTK Jj$r.1POtW WN JXP*'(070A DR 00M.
- I
PIN wvAMON ... ........ .20JMMT - L LA " " —
- ALTERNATIVE LOCK
OQR FOR "I" LOCK XMRA9 QLjAUf:lFD FOR USE W/ RV BbAD QI OlLY # H MALFT LOCK CENT-MAAT-
LX d U;3C OUALIFIED F USE W/ HV
6063-T6 ALLOYANO Tr QUALIFIED FOR USE. W/ HV FJLAD )ONLY W/HV 8UDE(1)ONLY. EIADE. ONLY,
FOR USE W/ HV BLADE/`,}ONLY 6065-16 AW.UY AND TEN 600-16 ALLOY AkJD TEMPER
1—
WMA OR
ICY CYLINDER
ROD 4Z BD. "�G ROD
Ho CENM ff4-HQ-lQGKWl
CENIERMATE W1. '
6UMwlEO FOR 'USE W,1 HV BLADE(l & OVAUREA)FOR USE.W/ HY BLADE Ql 1& --P.....
JJU CENTERM&U'S INSERT
6063-T6 ALLOY AND I rMPCP 6O6;:5-lr6 ALLOY AND WMPER 0,,JALIFiED FOR USE We HV nLADE(!)&it A)
--yN5.1 12* 60e�5-16 ALLOY M40-MPFA
tl
OR 1EY
olojoc*l
LOCKING RQD
/4*,A
...........
304 or rc K
QUA - GCW IjApDWAq X.LOC S SMn"33 10,K SOLT LOCK.
6063-'16 ALLOY AND TEMPER HV 318*0.-16 ACETAL
THUMBWREWS 5ERIES S.S. THUMBSCREWS QUALWItr)FOR USE W/ HY BWC(D& 4kA.,
Lj INSTALkAlWN WILL REQuINE A 7/16- HOLZ QUAL(FlED FOR USE W1 HV BLADE Qj) FIORIDA BUILDING COX*2 0*1 V—-itY Hurricane Z-10'
AT TRA--KS FOR PROPER EVVEOM.C."tT 0
—0 2O15 UMEPW METAL SUMLY,14C
ENSe
--ii-W w1ow wa-&SAA Accordion Shutter System
.............. .......................
American Shutter Systems w DATE QWAN VM. wt.
—7. --qaSMTM_-.—-
nLUT TESTING & ENCANEEMNO COMPANY Association, Inc. qupr,
V. SM W-om MWA 3316 - 2
1�7
4268 •W"ttood* DAyo
Werg. Po:r,, 0euch, FL 3,34Ct7
-1.- 15-085
1)
WIT
4491t0i NO F-It. ............ 3 O F 20
r.E, SM/SlCNAT;JRF/0ATE
SHUTTER ASSEMBLY SCHEDULE FO—R- -.
H V Q HV Q7A a 12 1p putt, ` Qc2 z•
�j HV RLADF. I i W1 uaw 3eADE as -.Real .os2s
_..__..� _._............ _....__._...... 297
-NWf3bAD£ )A .. ._ .•.....,,,....�.. — I \I ._. ._ .w _—. _,
HV LONG RECESSED NYLON BUSHING ---hz I � IRWCKtE�ti —µM 5
HV SHORN Rt:CESSE@ NYLON EIUSWINC, 3 j� , t"
"
__..-.....-._�....
_._..__._.. ......__._...... �'o' 1 Al VWOHNI
NYLON HAT WASHER C17OR® ttt ,
4� HV WHEEL CARRIAGE AISI 302-303 SERIES ssI .1 V�141" ,.'� ,�,{i 1 i •� f i•Y._..t �i��7.f71
N.87U"x3/18"TRICK NYLON WHEEL. 1 - •€ /�'mw n R
0.188"e NSI J02 SERIES S.:i, fi1Vt'TSSLACE
IN 1 3/a^ I,CCGf1DItlN PIN W/ �8 FIF�%!J EXTERIOR E i r uMING* ;`` of €sERs i4f�"'`x -�* .I ,,1 S SI4.
IN 2 3/4"ACCORDION PIN W/ N� HEALI * .........._.1...... 2 Ile 'xnwa
-,..._ ... ....._..............--_._._.................................... ..... L I.. ...' 4
POLYCARAONATE IMPACT RESISIANT HV WINDOW I' I"'-I.. ,,.,. 1'''•,.....y
TYPIM HV WINDOW EL6129 AND
Y OLYCARRBID
� �( ® CAI , . 1(FOR .....4. Or. �.
` HeaurpEUEtn FOR
) I OOR >i.. kT'OLY�bB�QNAI1t �LI uE,z!aTtaLWLiI}521
.. I I ! :; -•r 13AYER MAKROLON 3103 POLYCARI3ONATE
u v.ri.e c
R STA81L!ZEri GRADE OR SAB;C
aNOVAiAE PLASTIC t[XAN 103 RESIN
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(SEE NOTE "F`ON SHEET 19). vJ
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(1) HV PIN 4 FHALL ALWAYS BE USE, AT ALL EVERIOR �- 3
BOTTOhi KNUCKLES OF HV ACCORDION SYSTEM 'JI/ HV 1G OR } l3 POLYCARBONATE'SOURCES FOR
HV BLADE. ;: EXTERIOR rt OML .��..
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ror wv.FlK
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(2.) HV PI l @ MAY OF USED IN LIEU OF $�AM) ONLY Al EXTERIOR„
F'X'1C:RIOR UOTTOM KNUCKLE'S OF KV ACCORDION SY anzm
STEM W HV eLun's KNUCY.LE. �.
/ �'� JOJ24'• (SEE Nora k P0R uvren:uwmn mm C'M aa.1 di.^' agar m/so
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(3) FiV PIN M1 OR ��W/ 1,/7-" U.D, i/}Fi" TFIs<'K a.S. YJAShIEI2 iaQ 0 Q t � ,/ ' rf WA maw asry mz s.upm I,•.r xs.wu p..c.
r
SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 1i1•'
•.i'" .arum QaR .7+A+msa ,s rt-A;., A)n-e•;'.:
SHEET �L3j I i err n4.+u nArtd
wax CAw rf &Tu onus +r.z s u.s s rwt
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FLORIDA BUILDING CODE(Mon Hi tr Velocity Nur6t;mA4 2or:r
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Tit TESTING & ENGINEERING COMPANY
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TATc• roas xW.J6M.s_s xis W.'a wx.Ns ry mon 111• -
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1 ON W LUCK 4 or 1 q ��SIiM1IJ_AF USED AT 5/2 tlF'SFiUI'lER SPIN FOR ANY SPAN
OR Sx'ABOVE OR OW /2 O SHi1TTEli SPAN F'OR SPANS UP TO /0.5'.,AND FT}R 1NSI TIONS AT ANY
ELEYA1kiN. HV LOCK or�6 MAY E USED AS AN INSIDE.OR OUT34X LOCK.A1Tk;FIEO TO r OR �J
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F'UR KS TO CE To TWO
DE 'At INSIDE 1 E L _ OF LOCKS TES -
-•_-. :..... - '• Oft Q' SHALL•RE AS(NDIGLTED Ur NOTE(1)ABOVE.
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' NOFl LOCKS SiTAt I..,U ,.01DtCAlED�ON.:TYFICM,.SFIV)1FR:•ELt1eA110N.... .... .... ..,.;.
• ___ �a„ ,�� gllv§O ��� �,�_ ••a �bi LOCKING RODS ARE NOT"WIRM AT,TURRICANE POSITION RVr MAY ..
U��IftED TD ENHAt E SHU tEK irERfORtaMICE. LOCKING RODS�OR AN ALTERNAVVE OMCE
MAY ALSO BE.USED AT STACKING POSITION (NON HURRICANE POSITON).
' 4. ' ONE tN LOCK+� SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN
AND LY57A1SAT7pN5 AT EI,EYATION.NV LOCK 1§ar �SfUtIL RE USED AS AN OU7SIOE OR INSIDE IACK,
AYLACM TO k)CORNER CENRTIMATE
rrtac.-wvc , I I j W/2� $ �2'LULs_G.S.TWO LOCKING RODS
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AT TOP d BOMM HLL BE USED, A INDICATED ON 1YPICAL SHURER EILYAITON.
`�•-"' 1 yy ,7xy (!`t ( A WMUV SHUTTFR SPAN SWJJ.Or.DETERWHED AS PER SCHEDULES SHOWN ON SHMT 12_
& 3'• TFRNATE TO WAIiDA'[Q� I sly
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�ONE ALTERNAE FfI ICX.K MAY BE USU W IJETI Of fY LSX.1K or FOR AHYIONS AT'ANY EI,EVA77i1N.AL LOCK Q MAY BE UAS AN NSt.. CMDE LOCK.ATTACHMENT
OF' 1/4'p-20x3/4'S.S.7MMOSCREW TO Pp OR Q•�CENT-FmTEs SIMI. Br MADE W/1/ro-3Ax3/4-ALUM
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C_ LOCKS AT 1/3 Of SHUTTER WAN.
U Fm KFvs'rt MOD p est>L.nas• oqF f-v tOCK kA or LIP b stwJ.DE
USED AT 1/2 OF SWr7ER SPAN rOR ANY SPAN OR 12'ABOVE OR Sam 7/a2 OF SHUTTER$RW FOR SPANS UP
`,..,..._....,.,1�._ I TO Be',AND FOR INSTAU.A110NS A7'ow ELevAT10N.HV LOCK 0 or�)or V MAY OE.IJ$F,U AS AN INSIDE:OR
— - i _ Ot1TSSDC LOCK,ATTACHED 7a 4 or SYMMCTNIC'L CWERI f TV;W (?. ! 4'-20 x 1 ?'I.=nAT HEAD S.S.
CONNECIK;iT 1 M.S.LOCKHCN OP LOCK SHALL DE AS WOSCA-TED ON MCA.SIJUITER EN..EVAITON. USE'OF LOCKING RODS�W/
OF::fKt.S ON ,o OR
;1p TDP AND BOTTOM IS C/.7MF'LE'ffLY NR,+)DATURY,
is rr".vvu.
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OP'CORNER
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�"" `' ,; OF LOCK lNCLUAES U5DM,RFJINFDRClHf;3.OGSF'�J�,AS SHOVfi Ofl SECDON FTYt;, SHEEP 9,TttFC11 MUST 8E
t
5.:51 M(t 7�j•�3}�`�"tCS�� —.•......a CONNECiT:Ci TO CENTERM41L5 C!f}hN0 Prise W! 1!e'a_D x 1 T/2'LONG s.s.THRFAACO DntT w/�/a'o x 3/az•
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�6l"(7) ''J?%'"��.i"`7�"�„��'°� t!N(1MUM ABOVE AtNO BFIOW MIUS%'AN.USE Af TY70 I,OCKIBG RODS I TCN'ANU BOTOM IS MANDA74RY.
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TYPICAL f 1`e NV BLADE SHIJ�TEi2 E>_EVaTION HV LOCKS(2'OR 0 FOR ANY SPAN ANU INSTALLATIONS Ar ANY EL VADON_N.IERNA'E F�LOCK, fA1Y RE USfD
AS AN INSIDE.OR OUTS10h�,LOCK.ATTACHMENT OF Fit LOCK 07J TO 11�t` W/3 fI:3/9'F.H.S.9.LtS„AND INCUIOCS
REWFORCEMLWINSERT(A AS SHOWN ON smipoNs HOD-fIVTI AND TiDc-tw,,,St¢}T 10.LOCK NAY BE INSTALLII)AT
WWPAN Of? 12'MAW"EIE).OW OR A%Yvt MDSPAH.USE OF LOCKM ROW 09 IS COgPLETELY OPTIOFLTI•,
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AS�WWBLY OR FNIRINCE UNW. ON rNEct 19 BY 2-MOUNIINIC. SUPOW,CAN at f,
.0ml1mv, INSTALLATION DETAILS WZ I -BLADE
In my wxy --riur uw INSTALtAliCM. ..............4 URDA BRUING CODE(Non ffigit Vaiocity "lirriCOne. lone,
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Accordion Shutter System
lIUJT TESTING & ENGINEERING COMPANY American Shutter Systems •;W" ltz
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AILS ON SHEETS 10 ik IS SEC wJrr.S ON IOCXIU:Rtm(%3.HV LOCKS(g7
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—7— 711*1*ll--_ VA_�/--PLIIREO ♦
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0 2015 MIEPIN MUAL SUPPLY.INC,
EN
Accordion Shutter System
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(ft.). FOR IN.STAI.I.ATIONS W/ {a�L UR %-- (it.) FOP R 'L-" (ft.) INSTAUXION`u INSTAll A7fiN tFGi:NA _�
am> 0 &i Or„ Or�J :Nb-rxL4TI0NS W/ t�'i. W CONCRVE & i SPAN FOR A GIVEN
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hlww�Otit', yV LOCK5 MAN:;aRY POS1rl,e A.S.U.DestCN PRE�1HiC RAVING.
HD LOCK W NO LOCKING RUQS y, Or ONE NV LOCK or ar '"" L-: MAX,AJ.I.OWABLE SPAN;`OR A(W191 NEGATNE
1 OR j NO LOCKING WALL A. 0,G. 0. E. M. N. 0, N. O, A.S,D.DESIGN PRESSURE RATING.
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LOCK �'T7SP"✓ri
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._....._.__.._.._................._......._...._._..,..._...... .......-..-.. ..............................._,.^..-........_.______. ......._......_ 4AT1NG. 1dINLLi4tl.DEEERfuNEll SPAN BE.tN'F..EtJ'L.+'AND Yr'.
105 10.A.S.D.DESICK PRESSURE
-.55.......... 0' ta'-•tp• �5^-2� IfY-0" 55 ls'-14' la•-)D' 3s )a-2' is'-w'
... 4Q - t]'_t0' 13'-10' il'._q". _IS-�L� M1O .._ PAN FOR
ty,lo* 1J'_1a_ 40 14'_q- 1�-.y^ (3) r'TU1C!{OUR: DLTLTtMI e
..:. _......-�. _....._..,.,.. ..._._._._._. ..............._.... ...._.-......... A WALL MOUNTINGS
a5 la'-1" 13'•••1' t3•-t' 13:,,t" 15 13'-i' U'-•:!• 't' IN CORNER CENIF7;1,41TE Q3 MAv UG U3t-0 Ar At I. COMD'J;A710N5 IN ItE19R:F
..____..._.......^___ ..._.....-._. ._...._..�. .__....-........ ..... ..._ _................_...._ FU R. FAING MOUNT1NG.S: .
5O 1y_S� Iz'.,5• 2'-•B' 7" 50 !-:1' 1'd'•^S SO _ t2'-3_ 13:-1 MOUNIING INSTALLATIONS.UOCKINC S7Fa:FICATIOW W/ (� C
......_...,..,•,•..• .._.__...__....._ U ON MANDATORY CONDITION
55 tf-_tp' ti'-10' IY'-1' IZ'-11' 55 11-W ;•''-11Y_ ---SG _f1'_.j• II'_111 FOR A CIVEN POSITIVE AS.O.DESIGN PRFSSVRE
._.......... «_..-......_.._...._—__. ..�.__ .__...._.._._._..._._..._._ ......._.._...._ ._
:.dtALL Of.AS mtSCAIE ' N i7
.-_.,._. -.• MUTE/5.SNEFT 5
;• t 11'..q' 1?'_.A• GO ,1•...4.'............1.... b0 10'-2' Ip'_1I• RATING:
........._�............__._........__..._.._.........._......__.......-._ __...._..............,..,..... _. ... ..._ , L16TUfiMiNE
69 -10• 11,-1. 11 11, 65 10:-10' j 10'-•10' -GS 9'-S` 10'-i' 1.14-MAY.SPAN FOR WN.L]XIONT(NG INSTALLATIONS.
..._..,._-,.-........_.....,.-�_. -.._........... ._... .................._... ��.. FOR l0
10'-0' 10'...g 1;..x 7a a tS �0-5 '� 8'^9" A-h' N4.,MA%. SPAN r OV/C"1NC MGUNRNG
_....... ._......._-._.�_____ SPAN I SIALLAPCNS.
15 70-i'._.._7CI'-t,".-_-1 U'•_4' 1�--i' 75 IO'-,• 10'-1' ,•', -' D•-B• 1"I'ExfJ:Pr flIAT MNIMUM SFIUti&'i i+'ON
.__....--__.......__.. _......................._-._.:._- ---.........._.....
_.......ti0 A'-tU- 9'-•141' 10'^0• N)'-4- QU 3'-+O-........9^IO•,,,.. 'L AND JU0V"A.S.D.OE`9.NG Ff?ES1;L PA?IM FCR rOR A(;-VrN NEGAINE AS.U.OESTGN PW;SAIRE
K5 0'-a' 9'..-G• 9'-'1• 10'-�
........_..,__..............._......... _...,........._..._..._._.. _.. .. .
INSNT]i iO(ONCER O CDKA, . UI. X0'-G RATING:
........._ _.._........._.
514VJ..K.LAMED AS fCt.LCM'•
9U a'-3" A'-3 0' 0'--1' (10 J'-• 9'-3
..._...... .......__....-._...._._._ ,....... _....__..... .__._-- ....�...._�..................._....._.. t-. CONVECTIONS TO KEYSTONE MOUNTINGp��MMAC. SPAN FOR VW.L MOUNITNC INSTALLATIONS.
O'••trf V. .9'•_4_.-._._��'-.0...__. LIMifCD 1'0 FG4,-71 .s.f.AND S'•-O' SPAN, SCEUa MAX,.SPAN FOR FlOCNfCE11.I140 MWNIING
f00 R'.-9' 0•...4' 9'-U' 0'-7• ..... 8 _9•..___.8_4•...... MOUN71NGU N SHFEr -7. WI;[AyAATIONS,
7•._11'' .._.765_...._._.y"'�.�._..
.._...1!p.-.. 'Bf-.i-.......Y-J' 8':-Y__!_'4•...T Ito Fi-4" 7�,.j�.... FIR&NA'a7Mt1M AIS.(YNAUE SPAN I FAUAi.TO THE
i __.�.. SEPARATION TO GLASS SCHEDULE UJNIMU)1 T)EIttlEEN 1.4".17a• 1t AND:7-•
�._........__...._.....-... ...._._._.___;__ _......_.__._.__ 6_21
120..... N. O._...., ...B.v.�;.•., B�"..Z_ _ W` S T F Willi NOMUM
......_.e.._...... .............�. ..._......-.. .......�._._._.. lea T-;0' B'-B• Af10Y1APA.EI AND NECATNC AS,D OESICN
, ---^_ I'ftES:URT:.FIATINL _ Iii;MA7f t/MANCHOR
.......?'$" f._;- r_rDis°'_......_.?'r5............._. . . MINIMUM SPAarY.
__.,................................._............_ ._..._......._. WIND ZONE
IS5 r-7 SEPARATION
. ._14U.._,. f.S'..._�3'-ii�_.._�','.:i' ?:."6'._ u-1'�...._.....�...�''5� 5�-�;:..._. ASTM E-1996
. 70 GLASS
135 7' T-�
L5U T-3• S'-Y .
--- . .
=y_._. i55 i-O' 5`5• 1 THRU 3 1..
G'..;..• S••j"
.....165 __ �'_1c....._��"1'... T...O' G'�-a• t65 s'....;D• 5._t.
.1I.YB_5.5..... _a6_•'•"_-7_5"'__. _.F4��'=-6G'••. .6'-7' a:-N` 185 µ•-9•' d_..,0
_. ..:::7_...._
6 �_ v ' t8 &'...g•
........... _m 6 _......
_.
H V BLADE
19,5 W r +'-3 0'-5' S'-fi t 35
5�3- 7.00 Lr-g• I d'-2.
FLONA BUILDING COW, Non Hi;h Yelocit Hurricane Zane
®1015 fA;;TERN MCTAL S WHY,;NC.
� r�rts ■f7A �'!r{M
h
_:��az ._... _. : . _ Shutter System
/� Accordion ys
-.— sue. ....... ........ ��... �..�:.-Q._tNc,..._. _ ._. !!ls- �. >r ■. xv..awE.. i._W,r..aR.w/o.KY_...v�rwn..e(a�._._._. .....
�J�� American Shutter Systems �� M aAIT arum(o•:maY. I.c
TILLR TESTING & ENGINEERING COMPANY t� :* Association, Inc. aLic�••1as 4f131i5 6ZFf' 4/tS/15
N.1s.Uth.Sn-$f,.YJ%YRUM 0-4*X%11 l s). dM slat io n. nc. : - .. .. _
ea-k- ,4:.«:{so:s>a•)s•-t'yw.ras:(:1n3)a:1-1531 —C.PAWING N0
-k; a 'e nron�u�,.l.�„� ;Vera Pa!m 8eoch, Ft. 33407 s ,t5-as
�< ••..LOK10 01 wunx a 1•;ul x.P.I- ' —
i�F• V 1 ruAvnS ak If4+H;7 _s �,..4. SHEET
�. 'TA E e�, jIGE,/l Of 0
SPECIFICATIONS ON INCH REQUIREMENTS:POURED CONCRETE CR CONCRETE BLOCK'90HS'i WES
(SEE HOURIINGS F-a Its oil°Jkd=0 k 7) 7.A JIORS TO SUBSTRATE SHALL.BE AS FOLLOWS;
aIIL r ® Ewa POLM 00"OFU C w 70 Ext$RNG Poum CoNe'REIE 0"A.N',.3 eat)
WWA @ WALL SILL MOUNTING (G)CEILING MOUNTING H)FLOOR MOUNTING -1/4'4 TALON OR TAPC08 WTM AUVRNCEO THREAJIFORM TECHNOLOGY AKCHOA AS wNUFACTURE'D BY I.T.N.Buu xx.(m I.Fe..3 LIFE)
VAN - 1/4"#r 3/4'ALL PONT3 SOUP-SLY ANCHORS,A3 04,"IR7D'trW BY ALL POINTS SCREsf-BOAT h SPECEM;Y CLNd=^ANY.(W.-Fe=3 kas)
(It) ...._._........._.._.....!�! � _.. ... _�_._.. ...._....._..... -_ _..._.. I[PErwK FIa9UR FA1MG _ -.-. _ 1/4'A IX E TAP CONCRETE,ANCHORS W/CAP/S WNUFACMREO It(FLOa1M FM"IENEAS DREW,ft.(KI I'c-2 W)
b W OU 73 40 Ia0 IeD 2ft3 30 W 6V 75 VO 12D 60 205 b 40 00 79 AO 120 ta0 200 TAPOOH t/4Y TAPPVtH•AN(JIORS AS MANUfAMRED BY POWERS FASTENERS.INC.,AND DLk-IROUTED 81 Al POINTS SMV,b'OLT G SPECIALTY
tAPCON WRt4 ADYAICCD COMPANY OR ANY OTHER APPROt•TA LICENSED OR AUTHWUT.ED yCMDU REGISTERED WTH THE MERR'JW 9NTTM'ITEMS ASSOCIATION.INC.
••"�'"`••'"••"'-•.••�-• "• •`9Mdi6MOFtMM'iE63d101OOY^ -----
$-0 14 12 g.to 60a 52 A 8 d 0 8 ALL PANTS 9Ot1U•^SEiY 6 a 0 14 IZ fo A tl_ a d 4 I{ /2 70 q• a a d"�9 ----•- NOTFC14 !1. ''a 7 11 t 9_ ^d"•A . 12 /0 9 60jETAP W _ A.t)MINIMUM EmoEblXTTr INTO Pour"mwRrrr..OF TMICON UR TAPCUN WTN ADJMICEO N(REAVFORH'/ECHNUACII ANCHORS AY0 TAPPER+
7 0.5 3�' I4 T! 10 P- g a 0 14iD486 -4 d I TAPPER}--....
. .... ........... ._........., . ._. .... .. ........._. .w eWCHUf25 1$1 3 4" AND FOR ELIf&TAP W W ANCHORS IS 1 1 2.
1 12 a r 6 i4 /2 10 9 0 8 0• �014 1PIT lIs04 -V{ 12 t0 9 Hi: a..e.. 4.5 .4 l3.; NTOsHALLEPEM��eo- cmBE112-LNII$4 WUM.MODSTI) 0(07.fY E C-sV i• fY to 9 a 8 e sA 14 T2 1V 0•0 a MI "tA S.S.1HA4T0NC SCREW LAVA SFP11 BE 1 / lOH SHOULD 1CCA1 O(tSF,AND
14 12 10 A 7.5 8.3 33 - 14 17 'ID 9 a d 4 8 14 17 10 D a 7 IS 4 •SEC 4TIV[M a 119E FVR 1I'�Ita V SHALL BE - /{V-20. " 1
W FO
to ifl -4" to D e a n ss le tz to D a e a 4s mAp(�1RW mHrzT i♦
M H WALLS PATH NO STUYAx).
_._..__..._...... _ .....__..__.._..........._.,.. -........._.....
11 t''-Tu "� 'a' 7 4 - la 12 1G L 0 qS S 7.a f4 li 10 B 6.8 t1 SS '� A,3)IN CASE TtOtT PRECAST STDHF:PRECAST CON7RETE PANELS,PAYERS OR AlFY YEAEER BE F:0'JNO ON THE t311SRNO Wti,t.[dt FLOOR,
1♦ 1-2 10 k A 7.5 ZY= Tt I
T
-8 a 4.5 14 12 IQ 0 a a 4A 175 MCHORS SHALL BE LONG ENOWI TO REACH THE RAIN STRUCALIR E OEH24D SAID 9ALL FINISHES.WNNMGE S1•W.L 8.AS R401G1, ON
14 1 OaDIV
V aJ1 - - ti fa d' a 14 iT 70 B 4a ].�, NOTES A.1)h A1)A(tdNE.FOR MSTMJAYIO41$aY YOryL 51(LING ON E'IFti WIM OR WTOSOIR MP.TAL.I'TUW COMISULT R43 CNOWEFR.FOR
6'••0" 14•._72 10 6 B "E 14 E g' s 11 t2 t0 D k 4l/"S•.-f;5 INSTAUAUON INTO CiFS WITH VITAL SIUOS SEE SVMV 20.
,{ U 10 as 3 - i/ t -5,8 � 3 14 ��L'1'�. &.. S5 { 7' -
is Tx 10 a - - t4 eA1 a :r3 t..4 12 10 n_9 e 5 4 - (9) TO DUSTING COMPETE BLOCK:OkM C-DD)
14 12 a a.8 65 ! -- - 14 12 10 D_ D 4.3 4-1 3,5 Y4 U 10 a 7 5,3.6 3 - 114-0 TAPCON OR TAPCON WITH ADYNt=THRFMFOFUJ-TE0104013Y ANCHORS,AS WAUFACIURED BY I-Lls-BUADV.
..............- ....._.... ._._._, _. ..-..........__._.._.
i4 17 10 9 a 0 - - 14 12 10 A 6 1 3 4 14 T2 W.
A 75 SS 1 ] 1/4"d x.3/4'ALL POINTS MM-SET AlrANORS.AS DESTROAM BY ALL POW,$CF".DOLT k SPECIALTY COMPJJtt.
14 I2 10 8 8.5 4 -T�-'1-12 �9 7.3 a 4.6 ]a •- li 0.9 7��.�5.1.3'�.t..�"= -•1 4b 1M.O1C.TAP CANCJTETE AVOOIORS N/i:AP AS W1t1UFACTt37Eb BY FUNYIM FASIEIRR"11ifLECf.W.
_ "... ...,......._. 1 4#TAPPEA4 ANCHORS A3 NAAD LICENSED
BY PUWEH3-70 N ETS,INC,,SANDTE (BSTBIBUf 14 A ALL PoWITS SCREW,TE MS A4 Sf+fCW lY
Ts 12 TO as 7 ♦ i4 i2 Tq 9 7.3 �- -• 74 l2 4 7 7A 4.5 3 "' /
5.S 4A •-• - •- t4 12 10 9 7.3 5.a 4 14 12 9 / 0 1,3 3
- � LtNIPA1HY t3k ANY 0T14R MF12WE0 UCFJISFA OR AUiNIW1L.1:D VENDOR ROCI5TTRED gnTH TNF.AMNF.IIIGN 5MITRR SYSTEMS AS.:ACJAl10N.INC.
14 la 10 � 8 a��•- -. if_ tY I0�0�•E- 4 �- li 1,�, t0 a a.5 5 3S -��
N 12 D.a 7 5.5 3 _-_ 14 :2 8 L^5• S.d.4.., 7 .- 2.]$3 0 -3 4 3.,. WVIMUN OAEWXW04T MID CONCRETE BLOCK OF Tet+CON,OW'E TAP W/CN'ANGN}RS MA1 7AITEY+- W^_FgRB I5 1 1/4'AND TAIMQN
11 12-9.6 7.5 d - - - 7i-t2 i,� 6 aA s - - '14 17 8 ..5_..� 4 B.,)
tA71H ADVANCED RYtFafIfORM 7EC-!VRN.00Y AtNCT1Uk3 1S 1".
is DA 0.9 5 3r - - - ,4 12 10 a da U - 14 12.8 OA S 4 - -
14 17, 10 A a I- - 14 12 70 "9'7'3'4.3 - 14 ij'N.9 7 59 �•
.....1..............- _._..__ ..... ..........__ ... " - a2)LRNIMW fN8E0MEHT OF 1/4Y:S/4'Ail.POLAR SOLID-SET ANCt10RS SIWLI.K.ENTIRELY ENOL9DES>N3t0 THE OJNCiB:TE BLOCK.NO
14 IY,S 7.5 4 4 .. ... - 1♦ 11 7 afi 5 3,5 .1.1...8"-iu,F d5 Aa - ._ _ EMeWMENT INTO S'R)OCO" 1.ICE FIERMIUM, 1/4"4-20 Si--MACHINE SCREW j.+ER StIA1L W 1 1/2-LONG MINIUUM SNMILD S117GpD
/{ 18T 8 OS <.5_- -"'-•14-F" 7 0.5 4 - - /4 ti1'.3"7 S.S a 4JF' - EkST,AND I`MINLVIiIA FOR WAITS WTD1 NO 91Ut7:U.
I.. P 7 a 4=, - - 74 H 7 s:5 4.S
)4 12 TO.•.B 7.5_�....-. -...14 V.To""e"if!..� -:-'-'F,iK.-fz...e d 5 9 - 8.3)iN CASE RIOT PRECAti?S]SN•S,PRECASt(X#NCJtE1C PANELS.PAVERS OR ANY YENEF.Ft 8E FOUND ON iHE:fiT1^+11INO WALL ON FI,OOH.
t{ t63 7 _5 3a .- ......'13 P'S 6.5.••5....! 3 -. 10 S.�.�._..+_._S....-- .�. ANMIORS SHALL BE LONG C7 MM 70 REACH THE MAN STRtATURE 15CF0D SAID WN.L FINW-S.ARCHOPAGE SHA1L BE A3:TNMTC0 ON
14 1t 7.IS SS - - .. H Ila q 6 S a' _ 23 D.5"9.�5-. 4.. 4' - NOTES B.i)k 0.1)ABOVE-FOIT IfMAJAFIONS ON IAlM SIDINC oft er5 Y47H OR WMVITT METAL.S'IU03 CCWSVLT 7fa^a rNODIEEN,
0.3 8 3 .-:Az: - - - U 72 d 8.5 5.5,4 t- - t2 1V aS 5 4 f S - - FOR NSrAUATION 6N10 FJFS WITH W.M.STUDS:2'E SI.-
10, ?O.
t4 i2 - - _ _'(..._ 74 12 A '/ AT4..ti - - 14 IQS /53-81�S.D '�....._.. ,
is 8.5 5 - - - - ,�• 12 $ 8 1.d 4 �J - •• P 7 a.d ].G ]��•• (C) ANC?/DR5 SHALL BE INSTA.1 En FOLip'WNLN ALL OF lY1E RECOMMEN'1ATKxJ5 IJ10 SPECAtUti10NS OF THE AiitYlOtT'S WWtiF&C7UfRER.
U 10 /••. •. .- .. - t4 7'S 3�'jiA 4sy.-,.• -...1.5 A5 S.§•A.9 3.)0 I
9.s r �s - - - _ ... i4 11a rs a s .... .. Tz A a i� 4 - SEE SCHEDULE ELOW FUR EW..DISTANCE(EA.)'&76 a^PAGh'i�- 12 TO.F..--...-. - -.....-.fa it t-b!'S$....-.... iS•t0 4y-5 _4...-. .. .� (V EDGE DISTANCE SPACIH ANCHOR.;
{{.. ..._..._. RELATIONSHIP FOR
12•--0•.-...._._ .,......._.._._L._ .....__ _..,_ __. - _........_L.:. �...__...__. _ _ R_`•AG1iEQS71E.,CRH..l1d.CFSG�t:,
d 5.5 4 A5 ... _r._
-__.._.........,..._.. 8 d 4. .�, MAAMrn:1M AYCNOR SF.7CRtG5&RESHOWN
VALID FOR N.VGE uDIV.F LI ItDNG FA BF1..M.JTW C 0.IL53 RUN i�g4DJTARD,REik.ICC AtYY1Dq iPA1AxI
_ - MLITiR.Y2Nt SPACING SHUW:t ON SLTRIA1tE BY iNF.Fg1J.ON1Yfr FAC:WC_
9 3 - - - - • - to f� VA {3 - 11 6.5 5 4a }3 - - - FMJ(;F.O SAAONG OWAINED US ML FACTOR SK41 NOT UE Lt..%THAN MINAtUM V+ALW:WX,,'A!W FOR CUR"ICHOR rYPE',
.-.....___.._ .«-... f9 ffa 7A 6 9 ...�_...-.. 12 9` a 4,5'_4_ _ FACTOR
D.5 a - - - - "' '- '1C1 'i5 9 ..{' 3.•_ - •_ Y.5 :A.4' t ..J ,- ..._.-. .. •� _ ..,..
TAPI-M I,
_ is 4 ... - 10.5 1."'a i� - - EOL E iAPCCM( t�V AtL pgNT SOLID SET BLUE TAP W/CAP..................in -
�" n 6 -• I= - - ri L.S as 9 - - - os 7S"i 4 - _ DICTA'E - - - -- -
.._................. APCON WIM AOVAN
14..1S _._•.-.- -...ii ms 7 55 _�... •- jl RS-li.0 9uG _ _ '� E MR4 SPArm-3"THRE04.SP AG-3" UN.SPACING-3 112'...WH.SPA/2MG- 9 3 3/4`N 414-101 '
,0 7s - - ,- - - g -L i'a'has__�__-..' .__....,1.---y..;i:e s _ cotW `'�moc * rt eJtf]r rcuRT:i�Tc 41 i2'tr cR'i k4, __TT-
to 6 = 11 8 ss 451- - A as's:s - ' - a •s i/TtEIFA •2 1r! cowtE Eno Rt�tEaag a7 TE 2AIR�R
- t- - - -' _ --..__
li
_�. .R..... . T ......... BLADE WORKING
eR r. .3 Lox E .-3 I°Q
3" LD 0.90 1.0 D. 1.0 0.84 1.0
Y.-__..._...__....,......._. _T.�r�....._..-_._........` 0.81_. ...._...�0 ........ ..... .._._0,6J"-... IA
.i... IN UNISON 2. _.................. 0.7f_..�«_- ..._ . _...............'_.......... 0.51..... _
nas vs - i- - - a ss - - - - - - _......__..__.-___ _.._..i .._......... __- ___......__._._..__...__. _---• ai3 - - -_
2s qs _...._._ ..__._I-.-.._._._......
117-0' _ ..__. ...___ ...._.. - .... ..__
a-: _ - _ i3fllis�l E3l)It.i)'NG
1 Ti4 aoi
7s I-• - CODE(Mori High Velocity Hurricane Zone
N.Tl[C/r A _- 0 2D19 EASTERN METAL SUPPLY,INC,
rt�sS SmA. car ItL1LYer System
.. Ac
: T-wj�_w o kv rxta>Nnd
American Shutter S�rstems U[SOWP'Or _ MiE rgWn 6Y-M.I-
C1;;: TILUT TESTING & ENGINEERING COMPANY •k
$Tf1 pF ;•�+t 6y-5r 1ww.U...-ft.yM.S*I-(I.W W;,Ar IN Association, Inc, t I OLD tl-1I92 T4/13/151
- •
O••^�,.__ c. 36 ( ••-it7RA'NIhG No
s-maK:uW,0114w,..o,., West P01rn T3e0cn, FL s
A�FFS -... .�C1�• E'a-Olara7Tn �....�_...--.._.._ .._._....-"-I 15-085
510N A4 i,� rrvRt A O LR 4-0 C
11 t�1YY� , PIfiRKU uc 1 44137 .-S...R_.........._..-__ -_ _... ..........._._._
P.t �P1d mlt aautf.,i)AIE: a.T-_-.__..,____..._ 13 OP 20
&S,(ZDEMN NEGATIVE P -erg nnr.AND A COR ESf'17N01N0 MOUNUNG TYPE FOMRETE - ABM &LOCK INSTT LL6MONS
(SCE N7l0QM f.J,K G 6 SN 514YT 7t
i Wl ovut h t POLM MOMMOM IRM ew^I{M WWNIQ LMENQ
Q)RVNGUNCI)uotm o, OWALVF'LOOR 7�GUM7JG L WW. A7K tXvEN y(7l1NTiNC -•--
sPAR ......_........_. ..4__.^._._ _�� ..__.......----- _......--�--..._......_........... .. . �.: IAPCUN UR
...._-,r/_..._._........._._........_..__....
(0) a••+47 AWK PHEW R M also l 4Lm Pfd•.: pf"?MK to-MM D,mw fyx .iii-felm[wvomw 1GTN7 TAPCON HTTFI ADVANCED
>4 Ip 90 7B 90 129/ND 2f6 Jo 40 58 75 AO 170 PA 30 48 go 75 4p tzp tap xp3 30140 !c 7S pp /70 lap 2 THKAOMRM IcCHNOLOGY
- I• 4 e e e , 1 12 .r �W'•��.M" M-4 p�,y PDIrJtS SUtll7-•3k7 - � � M� -- w N
3'-D' 1: Tf'fo D e e a i. i?-7a 12 1zia'f4n'Y" i. T. .i_.i 7� T 7 7 a
R �2 12`io'q.,--if i.d.'.b_. ia'12 ii"'is'i" e• e-4 , .� �....b....9 7 7 a5 5 A -s 5 5 s 5 e UJE'G1P
_._.._.
14 a 10 a a a a • HI 17 17 lz ,a 1A Tfi o T 7 'S'".. 7 T 'r'" A �� 4 .:. e ° TAPPCRrt.
14 7. to e n a e +z r: la 12 li.e.Pa a. aW,' ,'
T 7 7" 's 7"s"' 8 5 9 s -- -•__.. _
y'_O. H 12 10 D 0 0 a a 12 111 12 t2 17 0.5 T 0.aT 7 7 7 1 1 0 5 0 A '"� !fY 17 TD'0- B' 0• b' 6 17 1f 17 9 0 ' 1 ].4 } 77" -7 514 12 f0Y a 8 4 0 17 U 17 id 10 28 0 4 7 7 7 7 7 S.J
14 1 Tim
0 0 12 id 12 11 9 7 b 4 7 7 T T 7 3 4 3 5 5 6 •S S 5 1 3 -
......,-.. ffff _...-....._.__
4•"p. 11 12 k 1 e 0 6 e 17 12 1Y 12 10 7.9 5.5 4 7 T 7 7 7 T 7 ) 3 5 a S 8
14 12 10 9 8 $ 9-'� 12 i2lh T:3 0 Iy S.5 7 l�J....1_' t 1 0 ].5 S 9 3 7 0 5 5 4
l4 12 f0 "9'._g• ._8.. C 0' 17 t2 12 0:1 a 0 41. 7 i 7 7 i 7 7"�S5 S..g S a S 5 5 4' * SEF"AN(,•IDR
14 17 1 V
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�l TILU7 TESTING& ENGINEERING COMPANY
STA,F Ox * a�05 n.>t 7a5s SL.51.,]+ri,�aarw<✓+rotff3./tfzs74.,]fa oclattan, Inc. �+ fF11E- 4(13/I3
le"-. ?�Jn4.(]G5)071-1;i (3o!f1N71-15J1 4268 West- cas Drive
�. .L0RIDM1,. �, a-a,,r 51 0.w- ,7oat Pains Beach, Ft. 3341)T }
OLD 1t 11Jz
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