HomeMy WebLinkAboutSET UP-INSTALLATIONSGENERAL NOTM.
1. BERMA N.Y. ACCORDION SHUTTER SYSTEM SHOWN ON MIS PRODUCT MUAV014 DOCUMENT D9.EZ.) HAS BEEN VERIFIED MR 11-111ANCE 11 ACCORDANCE MTN ME 7017 (ART OTHER) OF THE FLORIDA
BUILDING CODE. THIS ACCORDION SHUTTER, SYSTEM SHAUL NO BE NSDU-ED AT HIGH VELOCITY HURRICANE ZONAS.
DESIGN WIND LIVES SMALL BE DMEMPRED, US PER SECTION 1620 OF THE ABORWE ME�ED WEL FOR A RISE WIND SPEED REOURED BY ME tALANSOCUON WHERE SHUTTER III.
BE INSTALLED I A DIREROTAJUNY FACTOR Kd.0,85. USING ASCE 7-10 AND SMALL HOT BAIRD ME AGIUUM (A.S.D.) DESIGN PRESSURE wGRI D,GAM
ON SHEETS I I IRU 15. 19 & 20.
IN ORDER TO VERIFY ME ABOVE COMMON, ULTIMATE REGION MR LOADS ORER.INED PER ASCE 7-10 SHAUL BE FIRST REDUCED TO A.S.O. DESIGN WIND LOADS
BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE VI/ MAI!. (ASD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15. 111 & 20.
IN ORDER TO VERIFY THAT COMPONENTS AND ANCHER, ON IM P.E.M. AIi TESTED. WERE NOT OVER STRESSED A W Z INCREASE . ALUDIASUE SINNESS FOR WIND LOADS WAS ISM USED IN THEIR
ANALYSIS. HOWEVER. A KATE DURATION FACTOR 0-1.11 WAS USED FOR VERIFICATION OF FASITERRIMS IN PRDI
BERTHA R.M. ACCORD" SHUTTER SYSTEM'S ADEOtMCY FOR KIND AND LARGE MISSILE IMPACT LOAD MIS BEEN VERIFIED IN ACCORDANCE WHIN SEETTER 'BOB 1-2 OF THE ABOVE MENTIONED CODE AS RJR
AD. REPORT&
-TY GUIDE () 10214,01-021. #0715.01-03, JIGG401-05, #1214,01 -05. #0317.02-06. 10609,1-11 .1 J,,G01-1 I AS PER TAS-201. III-= AND IA,-11 PROMMUS AND MTN E-1885
AND E-1996 STANDARDS (MISSILE UEVE- 0. FINO ZEMES 1. 2 & 3) & JQ220.01-10 AS PER TAS 20H 203 & 203 PROTOCOLS LARGE MASNL
-HY WINDOW RUNGE @ IDSO501-08 AS PER ASTIM E-UNIS AND E-1996 (ABSTUE LIEVEL 0. WGRO ZONES 1. 2. 3) BASIC PROTECTED ONLY AND 0 0725.01-68 AS PER TAS 202 PROTOCOL
2. MY BUDD (D AND NY WINDOW BLADC a All ENGREOEI TO WORK IN UNISON MTN EACH III ORDER It III LIMITATIONS ARE CONDITIONS Or USE INDICATED 0. SHER 19
5 BOTHA N.V. ACCORDION MRS (HY SCREWS). USED AT XACES KNUCKLE I'D FOR DIRECT DOW CONNECTION TO TRAICAS SHALL BE #11.2.15- .0 ll..1.7V RESPECTIVELY. 410-K "141 UU SERI S
STAINLESS STEEL SCREWS, ., 135.0 kN YIELD STRENGTH AND 180 A,; DORTUC SMOOTH. PINS SHAUL BE COATED WIN UER" I CAMOS"DI COMING SYSTEM AS MMUNIFICTURM I M E
COATING FXGRTCRED AGH AMERCAN SHMOM SYSTEMS ASWCUDOM- PRIS TIST REAR ME MY UNRIONG ON MDR HEAD. BY APPROVED
4. ALL ALUMINUM MYRUSIONS SHAUL BE MMUNTRAY ASSOIAGIN ALLM AND TEUTER AS INDICATED ON SHERS 2 AND 3. MIMMND yiEUD SMENGTH FOR 6D63-T6 MADY 6 30, k, .0 ,, t, FOR
6005-Ts ALL'Off.
S. ALL SCRIMS TO BE STAINLESS STEEL W1 OR 316 ASI SURIESI OR CORROSION RESISERIT COATED CARBON STEEL AS PER DIN 5018 WiTH 50 6 MIN. YIELD SrRENGTH AND 90 k1i URN. TENSILE STRENGTH.
MD SHAU. COMPLY W/ FLORIDA II111.1 DIED SECTION 2411,3.3,4.
6. SCLIS 70 BE ASM A-307 GAUVANIZED STEr.. OR AEG IG4 OR 316 SORES STAIRTES's STEEM AM 35 UIT -INGBM INALD STRENGDL
7- SEE THE FOLLOWING SHEETS FOR ANCAOR �ECAFICATIONI NY BLADE ; 12.13M.15 AND 21
HY MADE & 0 FICRUNG 11 JI 11. 11 A 11
METAL SUPPLY, IND I
S. ]HIS BERTHA N.Y. ACCORDION SHUTTER SYSTEM SEARS A U.S. PATENT 16'779.SB2. COMPONENTS IF THIS APPROY1 ME COVICE. IN WHOLE OR IN PART By U.S. PARENT K-1. 19 RSATEO TO EASTERN
9. IT SHAUL BE THE RESPONSIBILITY OF ME COTTERACTOR TO VERIFY ME SCUNDIRI OF THE STINUCTUBUE ERE SHUTTER 6 TO BE ARACRED TO INSURE PROPER ANCHORAGE. CORDAct To SCk/Oi
ALL SHUTTER COMPONENT EWES WHICH REMAN. TITRU FASTENING IN CONTINUOUS CONTACr Vil, THE BUILDING TO Pii� ND/RAN IRGASION
TO. EACH UNIT MUST BEAR PERMANENT LARM IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF URRICANE WARNTIGS "DUE OWNER, TENANT. OR OTHERS MUST PROPERLY CLOSE ALL M, AND HO
CENTERVATIES AND ENGAGE ON LOCK ALL W AND NO LOOKS.
IL SHUTTER MANUFACTURER'S LABEL STVIL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE MIR SECTOR
PLACED MR DOMY OPIRANG. WILLING 70 COURT WITH SECTION 1709.9.2 OF ME FLORIDA BORLDING CODE, 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHAUL BE
12. BERTRA, N.V. ACCORGIBM SHUTTER ,,ROTS NUXUWN S,,L, COMpy ,TH SPOCS WIDOTED IN 7-5 DOWUNG PLUS ANY BUILDING AND 20NING REGULATIONS PROMIDED BY DIE JUROGNETION, WHERC
PERMIT is APPLIED 10,
13. (a) Its RED. PREPARED BY MIS ENGINEER IS GENERIC AMID WES 140T PRIME INFORMATION FOR A SGE SPECIFIC PRIDJECII; IF. WHERE THE GRE CONDITIONS DEVUATC FROM THE RX.D.
ON) CONTRACTOR TO BE RESPONSIBLE FOR He SELECTION. P,KMASE AND QRSTAIJAIROW INCLUDING LIFE SAFETY OF MIS PRODUCT. BASED ON THE PLO. PROVIDED NI WES NOT DEVINE Mom
ME CONDITIONS DETAILED ON THIS DOCLUENT. CONSTRUCT" SIRY AT SIX IS ME CORMACTOR-5 RESPIONSTERM.
(c) THIS P.E.D. IMUL BE CONSIDERED NVAUD I IGNED BY MY MEANS,
(d) SITE SPECIFIC PROJECTS SRULL 81 IRIM11 ly A FLORIDA REGISTERED ENGINEER 01 ARCHITECT WHICH WILL SECOND THE ENGINEER OF RECORD (E.O.A.) FOR ME MOURN AND WHO I'LL BE
RESPONSIBLE FOR THE PROPER USE OF IRS P.C., OCREEIR OF RECORD. ACTING AS A COMMAND) ENGINEER TO THE PX.O. IRRIXER SWILL SLUNG TO THIS LATER ME SIX SPECIFIC OWAY.GS FOR
ROGIGI.
W ORIGINAL WED. S� BEAR THE DATE AND ORIGINAL SEN. I'D SIGHATURE OF ME PACTESISTIORM, ENGINEER OF RECORD THAT PREPARED T,
TABLE OF CONTENTS
GENERAL NOTES
SWEET I
SYSTEM COMPONENTS 1-20
SHER 2
SYSTEM COMPONENTS 21-37
SHEET 3
Mlc� SHUTTER ASSEMBLY 38-14
$11ER 4
TY PICA1. WINDOW SLIDE A, WINDOW GRAIL
AREA I HV RI ADE C
J)-fflD W WINDOW
FIIAQE
(WHERE APPLICABLE)
TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS
SHER 5
NSTALLATON DETAILS A-F. CONCORREJOI
SHER 6
NSTAUATRON DETAILS G-M. CONCRETE/BLOCK
SHER 7
CEIGNERMAGE DETAILS W
SHELF 8
CENTERMATE ALTERNATING DERIS
STITER 9
END CONNECTION DETAILS 1-6. CONCARLIBLOI
SHELF w
MIAXIMUM SPAIN TABLES
START 11
ANCHOR SCHI CONCRETE & BLOCK
SHEET 12
ANCHOR SCHEORMI CONCRETE At MOCK
SHEET 13
ANCHOR SCHEDULE- CONCRETE A, BLOCK
SHER 14
ANCHOR SCOREBUTI ega,
SFIR 15
INSTALLAGON DETAILS M-R, WOOD
SHEET 16
NSTAILLATION DETAILS S-X, WOOD
$14EET 17
END CONNECTION DETAILS 7-12 & X. WOOD
SHELF 16
AREA 3- HV Mflb[Q()W RIAOF A
ON
TYPICAL SHUTTER ELEVATION
SHER 19
AREA 4, HV WINDOW Bi Apt, in ON[
NS7ALILADON CERAIRLS. METAL SURE WALILS
SHEET 20
ITH 'S DRPMING SHALL ONLY BE USED TO
OBTAIN ERMITS N THE STATE OF FLORIDA
N,
SCANNED
BY
St. Lucie County
X N- ... -,I- ,
.... V,
?
6 . .
0301-1 TIJECO. '.1,
Z771-L 7Ec -o,
A.S.SAIIIII
American ShUHer Syslems
Association, Inc.
4268 AI __
West Palm Beach, FL. 32
02017 CASHURN METAL SUPPLY. INC.
THA HVT,
Accordion Shutter System
RV- EI-ADE #1 W/ CR VVIO KV. WINDOW I
TILUT TESTING At ENGINEERING COMPANY
I., .... 'It'. ., V, VI,L AIN"IR cMWR. WPI. UR
FIWW ClOW11-114B . ".. : (315) .......
QNWWHW-
VIR-OCOCK's
WRIER A �,G 11.
GA 1� I I'll,
RY. 14
GDGRRNK.
I DATE
BY LI
1
L. lb-065
DIRD 07/27/17
TO F H'Aq , ty..r /riI,,
,
1 I
F7/27111
GROOVING 1N87
17-
-1717T
-13 8V WINPOW MADE
LIMITATIONS OF USE OF 61,ADE @ ON SHEET 19
6063-T6 ALLOY AND TEMPER
------- MAAL—
ING' 2,2W
g-oir— L Do,
3,216*
HV 6DJ. FLOOR TRACK
QUALIFIED FOR USE Vv/ W
OI.ADE IT I
6063-T6 ALLOY AFID TEMPER
iR BY CEILING HEADER
dtALIFIED FOR USE W/ W BI-AD ONLY.
SEE SECTIONS FOR VAL(Olp
6063-T6 ALLOY AND TEMPER
51DE ANGLE
QUALIFIED FOR USE VV/ HV
91-AD
6063-76 ALLOY A D TEMPER
V.�
Dog-
(�)IiY- UNIYERSA� FLOATE
OUACIFJEO FOR USE %V/ W BI-ADECI
6005-75 ALLOY AND IELPER
3226-
A
07) lf�A
OU
II.63-T6 ALLOY AND TEMPER
Clt HV HEADER/SILL
QUALIFIED FOR USE W W SILAGE
6063-T6 ALLO AND TEMPER, ' )DONLY
ALUMINUM ANGLES
QUALIFIED FDA USE wl 10,
OI-ADE Q; ONLY.
6063-T6 ALLOY AND TEMPER
4) HY DIRECT MOUN
UUALIRILU FOR U
,5E W/ hV
EILADE f 1)
6063-TG ALLOY ADD TEMPER
1,3V
C8)HV WALK -OVER TRACK
QUALIFIED FOR U5E W1 FVI
STAGE CT,�
6063-T6 ALLOY AND TEMPER
QUAfFIED FOR USE %V1 W
SEE SECTIO14S FOR VAI
6063-T6 ALLOY A14D TEIME
-T
0.192'
5
7" H0.1 0 I'D' 0 RO*
2-
0.13V 10.131-
OVAUFIED 6�13 USE %Vjl
W SLADE
6063-T6 ALLOY AND TEMPER
LLI
1 2= r
..20 —
09 HV TRENCH TRACK
OUAUFIEO FOR USE VJ/ W
BLADE -Cl) ONLY.
5063-T6 ALLOY AND TWPER
(1-�4) HE) WALL HEADER/SILL
QUALIFIED FOR USE ll/ HAP,
SLADE Cl) ONLY.
6063-T6 ALLOY AND TEMPER
t
2- 1 2- O.t25-
F-1 Z-Vcq.-
CORNER POSTS
QUALIFIED FOR USE W/ HV
B�E OF
6063-TS ALLOY 'NO TEMPER
'�LIO HV RAINGUARD
QUALIFIED FOR 4�E W/ HV
'T'j, V ,- 'QV
—, /F%
Wrf oF a.
0,
dlj� ....... .... . 6z�,
D 11 21--
F�.11 FLCco. IN,
c o
Z71 LTE T,
A,S,S.A.
Amer(can Shu"er Sysferns
Assoclallon, Inc.
4268 Westroods Drive
WeSt Palm Beach. FIL 31407
02017 WTOR. METAL SUPPLY. INC,
—0-E—RTH—A
HVTM
Accordion Shutter System
KV. EILADE #1 W/ OR W/O KV. WNDCAN MADE
TILLIT TESTING & ENGINEERING COMPANY
o. A,. --�. ...r. eve.. h� 3319
(3011811-1.0 . F.. 1 ('05D87'-w,
.—F
Fe-.1119
WMCR RE.
LMUT 4
1.
...
�'�-.W
DAN
�I/Vll
PA- I
�T::.LD
.1 17
DRAYONG No
17-107
F
r
A,
ONLY �21, V I
"AO( ED FOR US w 8, BE I npl'4, ONLY
6063-T6 LLO A 0 IMPE
I'll IROPIT AvAP..,I
-LOCKER EOR "T- LOCK CENTERMAT
OUAlJrIED,FOR USE %1/ HV OUDECI)ONLY
063-T6 ALLOY AND TEMPER
C�Ll' EV-9ENIERMATE W/ N ll,��%G RO
QUALIFIED FOR USE W/ HV BLADE. ,
6063-T6 ALLOY AND TDAIPER
r Q -1
LIFIED PON ANSEY 1'1�/ HV SLADE
6063-11 LLO . ""'OR
))IN.,
INSTALI-ATION WILL REQUIRE A 7/�XHOLE
tZgOV,�ffR'll-LOCK CENTERMATE
USL W/ HV Bl-ADFII)ONLY (Z
Al LOT AND TE.PER -
6063-T6 ALLOY AND TEMPER
I It
-�,
(2
65�LIFIED FOR
USE LV/ HV Sl-AO1
C063-T6 ALLOY AND TAMPER
L
HY-EEMALE "T" IOCK CEN ERMATE
QUALIFIED FOR USE Vl/ MV SUADIL'I�,,y
Ga63-T6 ALLOY AND TV.PER`
T3,11,11, WR I STE
6063-T6 ALLOY ND TENPER
(3� 9-2Q AISI 304
I�IUMBSCREWS
I UR USE W1 HV BI.ADE '11)
1/` Y.
MAD �K,,c
Own;
L OAl.fA
PLATED)
HV LOCKY' RAO,�
jzr—i OUALIFIED _FOR 4EE W/ HL'
13UADE'�!)& 9 ONLY,
-j 2 1
6v R.' 0
LINED M E
W/HV eMF�DICKILY.
A
Xy
PLATA,
HY EGRESS LOCK
OUALIFIED FOR USE R/ Hv
FLAD
E
360' AFTER RAVINC
3/4"
BEFORE RIVETPING
SCREW
1/4"0-20 RIVNUT-
-�7111 U.
�11 IPCE .RAE I..
w, DIU,
at,ADE
0.875' 'Nl.
r I
E
-z—
OR KEY
MLINLPR
�4) HI) LOCK
GA RECENT MROWAIRE MORYPE MOC-1 COPIES 2333 ROOK BOLT LOCK
OUALTFIED FOR USE W/ HV RIDE G) & CA,
-.17 11'... 11,
r 7017 EASTERN AIETAT SUPPLY. mC.
r EN
i
11LIECOINC.
A.S.S.A.
BEWT A HVO,
Accordion Shutter System
i
ArnerFcan
KV. BLADE #1 W/ OR W/O RV. WNDOW D-ADE
r
TILLIT TESTING & ENGINEERING COME ANY
Shufl,, Sysferns
1-v
DA A
A
P-A' L A
A
STATE
A- "A, A,l.
AssOclOtIon, Inc.
FAA 1111
4268 WC�trOod. CH'.
DBAw'-G
l.'C
A-
W.Et P.J. P,a.l.h, FL 33407
AA,
FAI A DO AT;
HV (D HV 9
HV 81,40E
V BLADE IA
NO LONG RCCESSED NYLON PUSHING
HV SHORT RECESSED NYLON RUSHING
40
NO NYLON HAT WASHER
HV WHEEL CARRIAGE AISI 302-303 SERIES
0.870 x3/16" THICK NYLON WHEEL,
0.188"0 AISI 302 SERIES S,S. RIVETS
HV 1 3/4" ACCORDION PIN W/ #8 HEAD -
NO 2 3/4' ACCORDION PIN W/ #8 HEAD *
POLYCARBONATE iYPACT RESISTANT IIV WINDOW
EXTERIOR
(D OR@
3 L
EE TI IEP
OU
�VEE VOWENTS)
! t�(D 0 R
UVEIREMENIS AT EXTERIOR BLADE KNUCKIE
FOR
liv
0 R @
0]
(I) HV PIN SHALL ALW91 S BE USED AT ALL EXTERIOR
BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV (D OR
LIV (9 BLADE.
r RIQAL SIJUTIER
ASSEMBLY
(2) FIV PIN (9 MAY BE USED IN LIEU OF (D AND ONLY AT
HV PIN OR I AT
EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV
(D
EXTRIOR
8I.ADE'S KNUCKUE.
131-ADE WHEN CORRESPOND114G TO NNSTALLA TION ")I", SHEET 7.
(3) HV PIN @ OR @ W1 1/2' 0 D. 1/ 1 16" THICK S.S. WASHER E)
4v (SEE NOTE * FOR
REOURREMENTS)
SHALL BE USED FOR DIRECT v,oNNr INSTAI -ATION PER DETAIL
X.
SHEET
EL CARRIAGE
DETAIL
TV
6�SEIVQLY LAYOUT
EXTERIOR
0625-
t ci I -
WIN
RE
11C
ATI SOURCES
POLYCARBONATE SOURCES FOR 44
I A,,.
�U,
Al 1A.
T. �10
7FOR
Nlwc�W IzC0
'AlA P 011ll.�
�11A
'EIIII
L
12011 TMIE�P, l..
ILUNIOA IJIJILVII
AwS.S.A.
6 CODE(�Or, "Igh V IE'y H.,,icone Zon.
'�U'7
Er
SRE N NEIAL SUPPLY, INC.
BERT A HVN,
Accordion Shutter Systern
American ShuH" S"f"'
Assocl.ti.n, In..
4268 Westrocd.l Dri,S
WES( P.Im N.I,h. FL 33407
KV. ELAX #1 W/ OR W/O RV. WINDON BLADE
33
It
...... ...
010 A
TILUT TESTING & ENGINEERING COMPANY
"1 11 M, �' I "" -0"' .. .",
ow"',�'
TllT 1, I.C�
—1
DALE
�4 GY! L.E.
O-D 15-085
0�7/:2�7/IMTE'
07127117
DRAWING N.
17-107
�HEEI
A .1 In
Sir
es
SEE END —
CONNECTION
DETUIS ON
SP.Ess 10
is FYP* FVL
HUGHT.
�3-0-
-5-1 - C3
�Ij
r—
,
he
- - ------------ CORNER
CENTERMATE
C81-CO) - T-7�
C8) C-81 @9-
_Ev - @--Z12 CX
TYPICAL J) HV BLADE SHUTTER ELEVATION
N.T.S.
*NOTES ON HV LOCKS AtIQ CIENIESMATES
I- JAI 900MO Jl� ONE HIM LOCK 'a CT Z� SHALL BE USED ATi 1/2 OF SHUTTER SPAN FOR ANY SPM
OR I� . VE OR U. OF SHUTTER SPAN FOR SPANS UP TO,20-6.n..'..R MY
ELEMAC.NI3.
FM LOCK or VMAY BE M'ED AS AN INSIDE OR OUTSA] G D. R
CEMERMATES ME) 1/4'0-20 . 1/2' LONG 1I.AT FEAD IS. M.S. LOCATION OF LUCK SHALL BE AS IADICA70 ON
TYPICAL SHUTTER ELEVATION.
2. F ESRED. FOR BETTER PERFORMANCE OR MR SECURITY PURPOSES, UP TO TWO Her
LOK �Ll OR Z1 �% tIEDIS11 AS AN INSIDE OR OUMDE LOCK. CONNECTION OF LOCKS To CENTERMATE, fft
OR S41ALL BE AS INDICATED ON NOTE (1) AS9,
L.J
1,
I'M OF LOCKS SHALL BE AS INDICATED ON T�ICAJ- SHUTTER ELEVATION.
3. I)t 11111111 111 1 1111111D I'l : I I I 1� 111 1, 1 1, 1 Ii,� I I
K192a
Azis ig ag & - L( CKING ODS �5 ME NOT REQUIRED AT HURRICANE POSITION, BUT MAY
BE US TO ENHANCE SHUTTER PERFOKMANCE. LOOKING RODS 0 OR AN ALTERNATIVIE DEVICE
MAY ALSO BE USED AT STACKING POSITION (NON' HURRICANE POSITION).
4. MMDAMRY CONDMDN-&' ONE FIN LOCK �5 �r a� SHALL BE USED AT CORNER CENTERMATEs FOR ANY SPAN
AND tFISTAIJI-ATIONS AT ANY ELEVATION. HV LOCK 2
1/1 d-20 x 112* LONG FLAT HEAD S.S. M.S. MO LOCKING RODS
ATTACHED TO 2'� CORNER CENTERMARE W/(2) �� or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK.
AT TOP Ar BOTTOM SHALL BE USED. toc�ITON OF LOOK SHALL BE AS INDICATED ON TYPIM SHUTTER ELUAVON.
MAKIMUM SHUTTER SPM SHALL BE DETERMINED AS PER SCHEDULES SHBI ON SHEET 12.
5. ''' I II , I I 1 11 ''1 1 . I , III I � '!1 1 81 m2vEpTECA, cinglERMATE, ft
OR ONE LNE NATE FIN V CK 24 MAY E I SE
INSTALLA O%IN LIEU D �5 FOR ANY SPAN AND
TONS AT MY ELEVATION. ALTERNATE LOCK MAY BE USED AS AN TINSIDE _
OF 1/4-A-2Ox3/4� S.S. THUMBSCRIVIR TO 6 OR OFCENTERMATES SHALL BE MADE OR OUTSIDE LOCK. ATTACHMENT
LOOKS AT 1/3 OF SHUTTER SPAN. - ONE LOCK SFIM. BE USED AT 1/2 OF SHUTTER SPAN OR A-10
RIVINUT AS SHONIN ON SECTOR HME. SVEET 8 W1 1/4"0-200/4" ALUM.
6 , �QATORY CONDITION #3 FOR KEYSTONE MOUNTING HIS1A I ATIONS' ONE FIN LOCK �& or 23 or f
USED AT 1/2 or SHUTTER SPAN FOR ANY SAM OR 12- ABO� OR BELOW 1/2 OF SHUTTER SPA _6 SHALL BE
S or 45 MAY BE USED AS AN )NSIDE OR
TO 96*. AND FOR INSTALI.ATIONS AT My EUEM�TRON. HM LOCK or 2 N FOR SPANS VP
OUTSIDE LOOK. ATTACHED TO 6� a' @ SYMMORIM CENTERIAXTES W7(2) 1/4--20 . 1/2' LONG FLAT HEAD SS -
MS. LOCATION OF LOCK SMALL BE AS INI ON TYPIC& SHUTTER ftUATION. USE OF LOCKING RODS �1 W/
OR 33 TOP AID BOTTOM IS COMPLEFELY MANDATORY. - :E6
-NMS QN HV -T- LOCKS AND CENTERMATES,
1. 1:1251111; 11321111 JET
! ''I: I ;:!I � I I I I ' � My BE INS.
01STALLAYON At ANY ELINATION YIN LIEU OFFIVIL I S 240R25FORMYSPANAND
ALTERNATE LOCK BE USED AS AN IMI OUTSIDE LOCK. ATTACHMENT
OF LOCK Be INCLUDES USING RE.FORCIMG LOCKE AS SHOWN ON SECTION HING. SHEET 9. MICH MU!R BE
CONNECTEd-T0 CENTERMATES Q-A AND 0, W/ 1/4*0-20 1 1/2" LONG S.S. THREADED SOLT W/ 7/8'F , 3/32'
1MGNUT OR W/ 1/4'0-20�1-�S.M * S.'INTO A 1/4'Ox 5/Ba FEVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12-
'MIMUM AGOVE AND BELOW MIDSPAN. USE Or TWO LOCKING RODS CS TOP AND BOTOM IS MANUAYMP,
*NOTES qN HD LOCKa & CENIFIRMATES,
I- k
L�,N, o �' 'N � role AT : ONE ALTERNATE HD LOCK t-31 MAYBE USED IN LIEU Or
OR CZS BN�
ANY SAM AND ��
HM ST" ANY ELEMMON. ALTERNATE NO LOCK 6� .1 HE USED
AS AN INSIDE OR OUTSID LOCK. ATTACHMENT OF HD LOCK
REINFORCEMENT INSERT YX AS SHOWN ON SECW14 TO O� IS W1 3 18 x 3/8' F.H. 5 * `SMS AND INCLUDES
-0 HDC-NAC. SNEET 10. LOOK MAY BE �HSTALURF or
MIDSPAR OR 12' FAUQMUIJ BELOW OR ABI AIDSPAN. USE 01 LOCKING RODS & IS COMPLETELY �TQNAL.
1"... NO.
/IT L Ric o,...
A.S.&A
02017 EASTERN METAL SUPPLY, INC.
BERTHA HVTM
Accordion Shutter System
e
TILLIT TESTING & ENGINEERING COMPANY
3. Me M-- N
05)811-1521T . r..
.--ap
NNNN A.
-1167
N
American Shutter Systems
Association In
4268 West,,,, C
West Palm Beech,
KV. MAX #1 W/ OR W/O RV. WFIDCW EI.ADE
ME
-DRAWN
NA
P.E. S, URE DATE
1 SHEET
POURED -
so
r-CONCRETE ANCHORS
I (SEE 504EDULE ON
POINED CONTR
OR CONCRETE E
CONCRETE
Ft..�Nfo
CONCRETE-
SL,CCF '3)
REOUIRED
-
CONCRETE PNIHOIFS
(SEE SCHEDWE
1 018 'IDA &,, Is- .11,P1.
9. SIFT
------------------
0. SHEET 13)
V
=_-
L So -�CQ
VACHINE SCREIIS
T—
1/2�
USNG 1/4*-20 HUS
0 12. 0 C.
L
;2
E D.
F'
OPTIONAL
E. D"
-ell
C ON
--- O��OR
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F2011 PITEC.. INC, 0 2.17 EAIIENN El� SUPPLY, INC.
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4268 Ws.t,00ds D rive
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4268 West,.,.c
West Palm Beach, FL 33407
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7/27/11
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17-107
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END CID
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END CONNIE TION DETAIL(D
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POURED COINCRETE OR
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7'-3-
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170
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-- .- .
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205
MAXIMUM SHUTTER SPAJR- 'L�-
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INSTALLATIONS W/
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vIkXIMUM SHUTTER SPAN* " L+'
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American Shuffer Systems
Association, Inc.
4268 Westroads Drije
West Palm Seoch. FL 33407
(1) L-: MAXIMUM A110-11ABLE SPAN FOR A �EN
PaSITNE A.S.D. DESIGN PRESSURE RAFF.I.
L-; MAO( ALLOWABLE SPAIN FOR A INCH 1111T11
AS D. DESIG14 PRESSURE RATING.
(2) PROCEDURE TO DCTERMRIE MAXIMUM SPAN FOR
WALL MOUNTRAGS ITOP/BOTICN) OR FLOOR/CDUNG:
OWN A POSITIVE A.S.D. DESIGN PRESSURE RATING.
DETERMINE MAXIMUQ SPAT, -I,- Flo, 1111DUL1.
GIVEN A NEGATYRE A.S,D. DESIGN PRESSURE RAUNG.
DETERMINE MAMMUM SPAIN -L-. mom SCHEDULE.
FINAL MAXIMUM ALLOWABLE IRAN 11 EllI 11 TIE
MINIM U DETERMINED SPAN BETWEEN 1--' AND -L--.
(3) PROCEDURE TO DETERMINE MAXIMUM So" FOR
COMBINATIONS IN BETWEEN FRALL TIQUIRTINGS
"'/ FLOOR/CaLING MOUNTINGS.
FOR A (CVEN POSITIVE A.S.D. DESIGN PRESSURE
RATING:
DETERMINE:
I.— MAX. SPAR FOR "It MOUNTING NST,U-LATQ.1S.
U+- MAX, SPAN FOR FLOOR/CEILINC MOUNTING
INSTALLATIONS.
FOR A GIVEN NECATHE KS,D. DESIGN PRESSURE
RATING
DOERMI.E:
L— VAX. SPAR FOR IVAU MOUNTING tHSTAU_ATHONS.
U-- -.� SPAIN FOR FV0QR/CETUN1 NOINT1111
INUN-1,4DONS.
FINAL MAXIMUM ALLOWAB,E SPIN IS EOUAL 10 TH.E
MINIMUM BEPWEEN '01'. 'IX.. %,-� AND 'L,-'
(4) GO TO ANCHOR SCHEDULE IRTH FINAL MAXIMUM
ALLOWASUE SPAN AND NIUG4JI�l 11.1� 1EIIIN
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A.S.S.A.
C7017 �TERN METAL SIPPLY, INC.
WE R T H �AH V,.
Accordion Shutter System
American Shutt r S stems
Association, I,,
4268 Westroads qW,.
West Palm Beach. FL 33407
KV. BLADE #1 W/ OR W/O KV. WINDOW ELADE
TILLIT TESTING Al ENGINEERING COMPANY
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7. SEE ANCHOR SPACING SCNEG�IE FOR NIRA�LATICNS INTO UDUREO
COGI OR CONCRETE SAI IIA� ON SHEETS 1,T 1 13 AS UUMO BY
ST. AM. DEVON Lw (Out N.GCS , 1, 2 A,").
8. ".NIMUM SEPURANOM TO ��S ECNEDLA. PER ASIN E-IISII;
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American Shutt r systems
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4268 Wo.t,,,dB Drile
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02017 EASTERN NET,� SUPPLY. INC.
BERTHA HV,I.l
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2. VAX. SHUTTER SPAN: 84"
3. ALLOWED MOUNIING: 8 ON THIS SHEET.
4. ONLY NTERMATE 21 W/ 24 HV LOCK ARE ALLOWED
21 ARRANCEP A SI§14URICAL LAYOUT.
0"(2) (6" LONG, MINIMUM) MUST ALWAYS BE
INCLUDED ATQ351TERIOR OR INTERIOR ACCESS SIDE OF
CENTERMATE.
I ko v DO 1 0 v Oc
SLADE SI-ACK DETML HVF IS AtSO VALID FO
A CENTERMATE APPLICATION WITH S�DE 761
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Accordion Shutter System
-5—c o A.S.SmAm KV. RAM #1 W/ OR W/o RV. WN)CW BADE
ZIME
JILLIT TESTING & ENGINEERING COMPANY American Shutter Systems 7�;.-71 TTEEEOPTI.N T�U 0 .1 L,P
T,,v, El. A. .1.1 Association, Inc. I OLD is�085 07/22/1 .7t 07/27/17
(3.5)811-1130 F�, : (305N7,-,53, 4268 Westroods Orwe
i INC NE0 P.INIi BO.,h, FL 33407 2 DRAWING No
Q` t"7C*'C*"
....... 17-107
SHEET
ZU OF 20
MERAL NOTES
I. ECEPA R". ACCORDION SHUTTER SYSTEM SHERM ON =`,x Od, HAS EVEN VVBMD Rof COM,TtANIE I' ACCORDANCE KIM � 2017 (6N, TIMPORK, OF ME ,,,A
BUILDING CODE. P=E M
ACCORDION SHUMER SYSTEM =15 BE �P.EVDMOINIZ RD CARE TOPICS.
OBICN PAND LOADS PPUNAU� BE DEFTERMSED 'UI PER SECTION 1-20 OF THE ASOP1 MENTIONED CIDDE. FOR A BUSIC MIND SPEED REOUIRED BY ME �RPSDICMX. "ME SHUTTER .11,
BE INSTALLED MAM A FACTOR Xd-OAL USING ASCIE 7-10 AND SHALL HIM EXCEED ME MAXIMUM (A.S.D,) DESIGN PRESSURE SAVINGS INIKAT,
ON SHEETS 11 MRU 15. 19 k 20.
IN ORDER TO MERIFY 7HE MOW MHOMOR. ULTIMATE DESIGN MIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST EDMCEO TO &S.O. DESIGN RIND LEADS
BY MULTIPLYING THEM BY 0 6 IN ORDER TO COMPARE THESE W1 "RE I&SO) DESIGN P� ... E 'Too' 'MRAE' ON SHEETS It THRU 15. 19 A 20,
Of OUTHER 70 �`FY THAT COMPONENTS AND ANT,MR, ON MIS P.E.O.. n TESTED ME NOT OVER STRESSED, A M
ANAPUYSIS. RETRIEVER. A RAD DUUMN FACTOR CO-f 0 WAS USED FOR tM,,,jjbN or F,,,MM . sca, Z INCREASE IN ALLOWABLE STRIESS FOR TRIP LEADS WAS HE USED EN THEIR
GERMA THV. ACCORDION SHIPPED SYSTI ADIEZUA6 MR VAND AND WOE MISSILE IMPACT LCA) HAS BEEN VERIFIED IN ACCORDANCE PATH SECTION '6DI .1 THE ABOYE MENTIONED CODE AS PER
AM RERCRE,
-- BUDE0 ICT1401-03. 1071501-03 - 11004.01-M. 11214,01-05. 'GO1702-05- JIGBO901-10 ME M10.01-11 AS PER IAS-201. TM-202 .0 TM-203 PROTOCOLS ANIT AsTM E-,8BS
AND E-1996 WANDARDS (PASSILE MEAL I R911 11NE1 1. 1 & 3) 6 J1120AI-10 AS PER TAG 111. 21 1 "1 PROTOCOLS LARGE MISS".
-W MNDOW BLAME 0 #0505 01-08 4 PER ASIR 1- 116 AND � -1996 (MISSILE LINEL 1. PARD ZONES 1. 2, 3) BASIC PROTECTION ONLY AND 1 0725.01 -88 AS PER TAS 202 PROTOCOL
2. W SURGE () AND W MINOMY MADE a ME ENGINEERED TO ROIR IN INWM I,TH EACH OMEN UNDER ME COKEM UNINATION, AND CONDITIONS OF USE . INDICATED ON VEE, IT,
3- MO'A H'V' AGOORPRORN PNN5 TRY SCHRIC151. 11 IT GLADES INUCKILIE AND FOR DIRECT MOUNT CONNECTOR TO TRACKS SMALL
STAPPRIALESIS STEEL SCENSI MR 131� "' 'NOUT SENCROM AND HER I,PJ MoTHE TIC 01412.75' AND 11411.75- 410-W PON SERES
COUPONS APPLICATORS. REGISMIM STIM AMERICAN; GIRDER SYSTEMS �,NM.U,PM.5�.EE.EC.0AE0,NDVTTN BERMA W aAGR,,,,, G,,nNG IMUM
DA MOR ROAD. SYSTEM AS LEAPPINUFACTURED BY "poo"a.
A. ALL ALUMINUM EXTRUSIONS SMALL RE ALUM.— AXIMPCIANKN �G` AND XMPTOR AS NNICATED ON E.EMS I AND 3. MINIMUM YELU STRENGTH FOR 6063-E ALLITY IS 30.0 "1 ART SILT L.1 FOR
5005-15 ALLOY.
A. ALL SCRM TO BE STAINLESS SEEL 30, OR 31- ASP SERIES OR CORROSION RESISTANT EQUIPPED CARBON STEEL AS PER OR SUCH, I" So M' 'IN' YIELD SM NGM MD 90 1151 PAN, TENSILE STRENGTH.
AND SNPEI- COMPLY W/ FLORIDA WILDIND CODE SECTION 2411.3Z.4. C
6. BOLTS TO BE ASTIN A-307 CALVARVED STEEL. OR AS' 30' OR 316 SERIES SltANLESS SELL RITH 1 11 .,KIM
7- SEE THE MuCtMG SHEETS FOR ARENDT SPECIFICATIONS: W GAIDE () : 12'.13.14.15 MIT 20
. ISPLAIDE (D & 0 UNTIMEN: 12. 13 & .5
a IRS CONTRA HA� ACCORDION SHUTTER SYSTEM FEARS A U.S. PATENT. jo,
METAL SUPPLY, NC. .582. COMPONENTS OF THIS ATPROMAL ME COMED, IN MOLE OR IN PART BY U.S. PATENT 15'.58.179 ISSUEO 10 EASTERN
9 IF SHALL BE THE RESPONSIMUTY OF ME CONTRACTOR TO VERIFY THE SOUNDNESS OF ME STRUCTURE PHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCIORAGE. CONTRACTOR To
ALL SHUTTER COMPONENT OTES RNICH RE".. THRU FASTENING IN CONTINUOUS COMPACT MTH ME BUKOING TO PRMNT ISTA)PTUD. INTRUSION.
10. EACH UNIT MUST BEAR PERMANENT Wn IN A YIEBLE PLACE PURN WARNING NOTC- DURING PERODS OF HURRICANE WARNINGS ROME SPRIER' MIGHT- 09 OTHER' MUST 1111`111 CLOSE ALL W AND NO
CIENTERNATES AND IMPAGE OR -LMK PULL HY ME HO ll�.
11. SHUTTER MMUFACTURER�S LADEL SHALL BE LOCATED CHIA READILY METTLE LOCI AT ACCORDION SHUTTER NO ACCORDANCE RIM SECTION
PLACED MR MW OPENING. WEENO 70 COMPLY "N SCF,,, 17011.9.2 OF � KOREA BDA.DP4G CODE I TWIG 3 OF KOREA BUTUDING CECIL ONE LABEL SHALL BE
12. BERTHA N.V. ACCORDION SYSTEA'S INSTALLATION SHALL COMPLY `4M SPECS INDICATED IN THIS DRAMNG PLUS MY BUILDING '10 ZONING REGULATIONS PRORDED BY THE "INSDICITIONY "ERE
PEPPAT 6 APPLIED TO.
13. (0) %IS P.E.D. PREPARED BY MIS ENGINEER IS GENERIC AND DOES NOT PRWOE INFORLAMN FOR A SITE SPECIFIC PFCIECT; LIP. PRIDERE ME PIPE CON.TTIONS CP IRIA MIX
(b) CONTRACTOR TO BE RESPONSIBLE FOR 'HE SELECTION. PURCHASE AND INSTALLATION NCLUO.G UK SP,,Py OF MIS PROUNCT, BASED ON NIS RICO.. PROMOM HFUSHE DOM 140T OTRAETE BoR,
CORONERS DETAILED ON MIS DOCUNDE. CCNSMUCMN SAMETY A' AE IS MC CONTRACTOR'S RESPONSIBILITY.
THIS P.E.D. KILL BE CONSIDERED RIMPLATI IF ALTERED BY MY U,AMS.
(d) SITE SPEMC PROMEMS GRA, BE PREPMED BY A FLORIDA REGISTERED CROMER OR ARCHIMM DMICH NILE BECOME V� INGUNTO, OF RECOID) (Eck) MPA 11 PRIEM AND -0 �L M
RESPONSIBLE FOR THE PROPER USE 01 ME P.En. ENGINEER 0, RECORD. A,,C AS A CELECAE,0 EMOINEER To ME RED ENGINEER SHALL SUBMIT 70 �!S LATER ME SHE SPECinc D"IfiNGS FOR
REME,"
(PIT ORIGINAL R E a SHALL SOUP THE DAT AND ORIGINAL SEAL AND ETGNAFURI IF �l
SCANNED
BY
St. Lucie County
ENGINEER OF RECORD THAT PREPARED 11.
IL
.701, PLICCO.
2�7�ErE C -�Oim,,
TILLIT TESTING III ENGINEERING COMPANY
A -I-Mo... ... AD
z PCIP)IIII-1330 . F.. (301NOI-In,
11. IT,
It. �. I A.,.,
I6BLE QF CONTENTS
GWRAL NOTES
STEEF ,
SYSTEM COMPONENTS 1-20
SHEET 2
SYSTEU COMPONEIMS 21-37
SHEU 3
TYPILM SHUTTER ASSEMBLY 39-44
SNEV A
TYPICAL MOODY TIME A, IRTARROPY DUAL
RI AnF (1) AN12 Hy wiNnow
MEH91
mi AIDE
ICABI El
TYPICAL SHUTTER ELEVATION & NOTES ON L,,,S
SHEET 5
INST,EMAnONI (ETAILS A-F, CCNCRETE/BUOCK
SHEET 6
INSTALLATION DETAILS C-M. CONCIETTE/BlOCK
SHECT 7
c�"M DETAILS HY
SHEET a
CENIPPERMATE ALTIMPLAMMI, DETAILS M,
SHEET 9
END CONNECTION DETAILS 1-6. CORC,,,.j,,C,,
SHIM 10
MAXIMUM SPAIN TABLES
SMEET 11
ANCHOR SCHEDULE- CONCRETE Ar BLOCR
SHEET 12
ANCHOR SCHEOULE- CONCRETE & BLOCK
SHEET 13
ANCHOR SCHEDULE- CONCRETE & BLOCK
SHEET 14
ANCHOR SCHEMJI.E- VRPEO
SHM 13
MAILS I-R, PYOCQ
SHEET 16
INSTALLATION DaMLS S-X. ww,
SHEET 17
END CONNECTION DUALS 7-12 & X, NOOD
SKEET 18
AREA 3, HV WINDOW RI Apr A ON
TYPICAL SHUTTER ELEtOITION SHEU 19
ARFA 4, HIPP WINDOW SLADF (D 0N[ Y
WWALLADON DKA,,. MnAl. SMID VUELS SHEET 20
THIS DRAWING SHALL ONLY BE USED TO
OBTAIN PERMITS IN THE STATE OF FLORIDA
AwS,S,A,
American Shutter S stems
Association, Inly.
4268 Wettt,.ods D,'.-,e
We.1 S..ch, Fl- 3340,
1017 CASTIMIN RETAIL SUPPLY. INC.
13ERTWA- HVIL,
Accordion Shutter System
RV. MADE #1 W/ CR WIT) RV. IMNOOPY EILACE
IN. NJ IT I PRAPPIN RY L�.
1 1 OLD IS-G155 F/27,PI4 DATE 07/27/17
A I 40RAMNG No
17-107
A`A�S458179
� HV WIND()W KADF-
)NS OF ELSE OF BME 0 ON SHEET
5093-76 ALLOY AND TEMPER
—L22V
,06HV ADJ, F1 00g TRACK
OuAunrn Pop usE V/
BLADE I_
I
6D63-T6 ALLOY AND TEMPER
D
d0rLIFIED FOR USE Vl/ W SLAT, ONLY,
SEE SECTIONS FOR VAL15P
6063-76 ALLOY AND TEMPER
R,l SIDE ANGLES
OUALIFIED FOR USE %V/ W
BLADE"J"
6063-TG ALLOY aD TEMPER
C3)EY—UhMESAL EJACIATER
GUALIFIED FOR USE W/ NV 811EQfI
6005-T5 ALLOY AND TEMPER
lilRr— I
C7) 1� A121. ADAPTrg W/lip
LUALIFIED FOR USE VV/ W
BLkDE Q)
6063-T6 ALLOY AND TEMPER
..Do
XW DA
C12 HV—HgADER/SIL
OU�IFIEO FOR USE %y W BLADEfj)ONLY
6063-76 ALLO AND TEMPER
I
L
LL=71=r,
ALUMIbUM ANGLES
QUALIFIED TO USE IV,, w
BLADE �v ONLY.
6063-T6 ALLOY AND TEMPER
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OUALIFIED Fr0jR—qRM---VwflHV
,5
BLADE '� TEMPER
6063-T6 ALLOY Aj
4 4�
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QUALIFIED FOR USE W/ HV
GLADE '� TEMPER
6063-16 ALLOY A D
�-POMEIJT
TI F!
�1�j 2'
5. MAX.� 1/8.
I- AX I l/..
@ (I OT -
8 2'
TAG
1-- 0 1
5* lf� - 1W 10-112-
25'
7. �l 0. 1., 1 IT....
2-
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IF
TILLIT TESTING & ENGINEERING COMPANY
N$. .1, T.. MA. V'.— .... '. "
(303)811.111 . F-1 : MSWI-1331
�MLTUI A. YMR �,. F.E.
Ill.Tl
Ycl Lk. I .�llll
(141 L "'AWL"
LIMED FUR USE VY/ W
BLAEIE M I ONLY.
6063-T6 AU�& AND TEMPER
F-F7FTI
1 2' ! 2- O125-j
F� FT7—,
I . Y, T
UPLIFTED FOR USE vl/ W
BLADE (D
6063-76 ALLOY AND TEMPER
A,S,S,A,
American Shutter Syatems
Association. Inc.
4268 Vmstmod. D,;�P
W..t Pol� Be.�h, FL 33407
Al. SUPPLY. INC.
IIW`�Ilrl 11 1170,114k wl VTM
Accordion Shutter System
RV. BADE #1 W/ OR W/o RV. WNOW RAM
NING NO
7-107
FOR_USIE W/ NV E,,,E ONLY
6083 16 ALLOY AND TEMP�p�
7
-4
'C71 LOCKER FOR "T" LOCK CENTrRMATr
QUALIFIEV.FOR USE W/ HV SLADE(FI)ONLY
063-T6 ALLOY AND TEMPEff
2 OW
A, N-1
RMATE
Ff��Q-EOqUSE VII/ HV ��
UAU �OE DI) NLy
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:11�, AD GENTERMAT V Ng G 0
0
UALIFIED FOR USE W/ W e il"
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6063-Tfi ALLOY AND TEMPER —
0^IF(EU FOR USE W/ W Ell-ADEIT-
600 TG ALLOY AND TEMPER ��
IL Zo TqNJ VRM REQUIRE A 741,4
4. T!FAL�A_
5063-T6 ALLOY AND TEMPER
HY 3/8'0-16 ACETAL
THUMBSCRFWS
QUALIFIED FOR USE V'V/
6063-76 ALLOY
316,
L
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Iff ERMUA T
IRS'
QUAUFIE0 FOR USE %V/, Hl; FR.A�11F!
(R363-76 ALLOY NO TEMPER C.� C16,
IJ
20 AISI 304
bLRIES S,S ILIUMBSCREWS
@
E.)
Hv LOCK
4fiz5f OUIL AT OR CE W/ w
UDEEDQ�l 4 ONLY.
WAN O�E (,,I ONLY.
'-FD
HV FGRESS LOCK
QUALIFIE OR USE W1 W
��T 16 � Q6 ONLY
, —2W aM
PLAsTc NtAx�
VOLDID YO—vill,
SO
L"lij I nz
1 /4"jg-20 x Z/4'
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PART
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1/00-20 RIVNUT'
.1 A�.
M . . E�.
0.8'5 � AN.
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OUALIFIED FOR USE W/ HV 3T,
L
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7
......
il I UIL
11LIECO INC.
TILLIT TESTING & ENGINEERING COMPANY
A,,,
pl—! (205)8?1-,'b3D. F, (305)811-1331
"LUR
Lk. 1 44161
W lL,AEl I'D FLOROA BUILDING
A.S.S.A.
American Shuffer Sy,f,m,
Association. Inc.
4268 Wc.tl..d� Dd�e
Wcst PGIM Beach, FIL 33407
CIDDE(Hon High Veiocil—y Hurricane Zone
02017 EASTERN U)
PZY NAC.
E T A HVTM
Accordion utter S
KV. MADE #1 W/ OR 0 RV. W
w
O'sc n H
..,
I
OLD I .
'127/17
OATZ: 0
2
3
[S:HU�TT:ER �ASSEMBLY SCHEDULE �FOR
— HV M HV �Q
HV BUDE 1
HV RLADE IA
V(D
IN LONG RECESSED N ON BUSHING
JSER�IEI
@Wt
SHORT RECESSED NYLON RILISHW�
40
HV NYLON HAT WASHER
0
HV WHEEL CARRIAGE "S' 312:303
�.870'.3/16" THICK NYLON WHEEL.
0.188'0 AISI 302 SERIES S.S. RIVETS
W 1 3/4' ACCORDION PIN W/ tie HEAD
I -Al 2 3/4� ACCORDION PIN W/ #8 HEAD
POL�AROOMATE IMPACT RESISTANT IW WINDOW
(1) HV PIN (9 SHALL ALWAYS . BE USED AT ALL EXTERIOR
BOTTOM KNUCKLES OF HV ACCORDION SYSTEM Wl HV
HV @ BLADE, Q, OR 4PPAL—SHURER ASSEMBLY
(2) HV PIN (D MAY BE USED IN LJEU OF (9 AND ONLY AT --
EXTERIOR BOTTOM KNUCKLES OF FIV ACCORDION SYSTEM W/ HV (D
Bl-AD1 WHEN CORRESPONDING TO INSTALLATION "Il", SHEET 7.
1/2" 00.
(3) HV PIN @ OR @ W1 IZ16" THICK S.S. WASHER F,
SHALL BE USED FOR DIRECT MOUNT INSTAILI-ATION PER DETAIL X.
SHEET @ -!�';
EXTERIOR
p—
. s�EL C"RLAGE DETAIL
E'S
KNWKLE
2 1/0'
CLW
SVMRAI
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mm
LU OPENW
b -147?"
@ OR (a
OR
EXTERIOR
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DUDE 'S KNUCKa. %
(SEC NOTE - FOR
REUUIREMENTS)
,�.EMBLY I AYOUT
"011 MLTCO. WC.
rT--F
/ I L �EC -0, �m.
TILUT TESTING & ENGINEERING COMPANY
alt, S, W'I. ... . 11
I'M'S � F11 11. F.E.
'LOR0, ", , ".S'
all
POI I �TAV � I
BAYER MA:4RCLON 3103 POLYCARBONATE
RESINS, UV—STAERUZED GRADE OR SABJC
INNOVATIVE PLASTIC LEXAN 103 RESIN
(SEE NOTE "F" ON SHEET 19). 11
POLYCARSONATE SOURCES FOR 4
MOSAT
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.0
IS
O.'M,
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WT p,
A,S.S,A,
American Shutter Systems
Association. Inc.
4268 %VD.Lroods Dri,e
West P.Im Beach. Fl- 33407
SUPPLY. NC.
. Accordion Shutter System
H.V. EILCE #1 W/ OR W/O H.V. WNDW BADE
AWING Me
17-10
X.A_ 7
A
1 6
GF54" - 5' YC66&,o
CY
IF
A.
P.
S ON
S 'a a
FULL
L
/ I P. 6�
-- ------- OF CORNER
CENTERMATE
100 - @ Or
+ Is
OD - PPO, (9) Q-31
TYPICAL 11) HV BLADE SHUTTER ELEVATION
N.T.S.
'RUES Qbj HV LOCKS AN12 CENIZOMAICS
1 MM=RY CONDITION JU ONE W LOCK �B or @ SMALL. BE USED AT 1/2 OF SHUTTER SPAM FOR ANY SPAN
OR 12* ABOVE OR BUW 42 OF SHUTTER SPAM FOR SPANS UP To 105'. AND FOR INSTA& PONS AT ANY
EUEWkTKM. W LOCK .1 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED To B% OR #
CENTERMATES W 1/4'0-20 . 1/2* WNG �l HEAD B.S. M.S. LOCATION OF LOCK SMALL BE AS INDICATED ON
TYPICAL S.06EM)
ELEVATION.
LOCKS gq!!. '��Lqj �GR Ml I DESIRED. FOR BETTER PERFORMANCE OR MR SECURITY PURPOSES, UP TO TWO MY
MA
A� 18
OR 2
A? SHALL BE E USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO UNTIVNIATES 61
11 AS SNOTCATED ON NOW (1) AGGAE.
LOCA ION OF KS HALL BE AS INDICATED ON TYPICAL SHUTTER ELVATION.
ro4�OU Al CA E
GCUSED IF DESIRED TO EMHANCE'�Zi�iRXNFONIZNCE OJUKHUI N POSITION, BUT WAY
MAY ALSO BE USED AT STACKING POSMO . LOCKING RODS OR AN ALTERNATIVE DEVICE
N (NON HURRICANE POSITION).
4. MANDATOW rONn N_&. ONE W LOCK jj
�169 Sk� BE USED AT WON" CEWER.ATES 10. ANY SPAN
AND HIA�TIONS AT ANY ELWATION W LOCK 2 or @ SMALL BE USED AS AN OUTSIDE OR INSIDE LOCK.
AWAGNZD TO 2
CORNER CENTERMATi W/(2) 1/4 0-20 A 1/2- LONG FLAT HEAD S.S. M.S. TWO LOCKING PODS
AT TOP & GOT ON SMALL BE USED. LOCATION .1 LOCK SMALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.
MAVMUM SHUTTER SPAN SMALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12.
I--, ...... - - 7- �IIIMNOIL LUCK OR MAY 8C USED AS AN TNSIOCIOR OUTSIDE LOCK. ATTACHMENT
OF 1/41d-20�3/4 S.S. THUMBSCREW TO 61� OR 0 CENTERMATE, SMALL BE MADE W/ 1/,10-20.3/.- ALUM,
RNNUT AS SHM ON SECTION NNE, SHEET 1. 111 LOCK SMALL BE USED AT 112 OF SHUTTER SPAN OR TWO
LOCKS AT 1/3 OF SHUTTER SPAN.
6 ONE W LOCH Or gj'p SMALL BE
ED AT 112 OF SHUTTER SPAM FOR ANY SPAM OR 12' ABV� OR BELOW 1/2 OF SHUTTER SPAN Mij SPANS Up
To 96o. AND MR INSTALLATIONS AT AMY ELEVATION. W LOCK 0 or @ or 0 MAY BE USED AS AN INSIDE OR
OUTSIDE LOCK, ATTACHED TO 6- Or & SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2' LONG FLAT HEAD S.S.
M.S. LOCAITON OF LOCH SMALL BE AS INDICATED ON TYPJC& SHUTTER ELINATION. USE OF LOCKING RODS ;IS W/
CR 63 TOP AND BOTTOM IS COMPLETELY MANDATORY.
INTO A
USE OF
CHUN NVR. SHEET 9. WHICH MUST BE
S. THREADED SOLT W/ 7/8. . 3/32-
MAY BE INSTALLED AT MIDSPAN OR 12-
AND BOTOM IS MANIDATOA�.
CK CE 5.
S
ONE ALTERNATE Me LOCK tj4 MAYBE USED IN OU or
W LCI 7
ANY SPAN
STAMUMIGNS
111L CKI 1��OAIJ FOR �VW SPAN AND (NONlUATIONS AT A.;'; IUEV.TION. ALTERNATE ID MY BE USED
AS AN INSIDE OR OUTS15�LCCK. ATTACHMENT OF NO LOCK 4709"s 0,/ 3 #8 A 318- F.H. S9.M.S.. AND INCLUDES
REINFC . AS SHOOM ON SECTIONS HDO-N1.9 010 DC-HW, SHEET 10. LUCK MAY BE INSTALLED AT
MIDSPAM OR 12- MAXIMUM BELOW OR ABOVE IDSPAN. USE 01 LOCKING RODS 5� is COMPLETELY OPTIONAL.
. . . ........ ..
.2.11
11LIEC 0 INC.
A, S -S.A.
American Shutter Systems
Association, Inc.
4268 West,.ads D,i�e
West POW Becch, Fl, 334
020tl EASTERN METAL SUPPLY, INC,
BERTHA HW
Accordion Shutter System
KV. IXADE #1 W/ OR W/b ay. WINDOW BLAX
TILLIT TESTING & ENGINEERING COMPANY
IUD .1 31., In. �AOMA 0.0.
PrIle % (305)871-1130, To, : (3175).71-1531
�Il
005
.1VISA. lILUT 1, P.E.
FUNIM Mr. 1 44167
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D. or LO.
11
OLD 15-COS
7/27/1,
MTE; 07/2.7/17
NAL 0
.
A
I
f]�7�
I
DRAWING No
DRAWIN No�
17-107
1
POURED
PDVRED
r-CONCRETE ANCHORS
(SEE SCHEDULE M
CQHCPEYE I
RE.UAREP_ L
CD.CRETE.-
Iscol...
S'EE, Is)
I
CONCRETE ANCHORS
(3@R4yANA. ONCE
..
(SEE SCHEDULE ON SNEET 13)
-).1 4�
I.
Fop,
a.. BILLY I,
ED
"N"C"NEOSCREWS
USING 0`20 I'm
E.
0 111 O.C.
1� ON 15
A
-.2sw
OPTIONAL
ROARANNIN
e.=
ON
0 Om
T
.?..
i-
ON RIBET I. He
I
Q—k- BY WALL HEADER INSTALLATION HY WALL HEAQER INSIALLATION
HY WALL HEADER INSTALLATION + KEYSTONE
STIR
,us NIP. SEPARATION TO G�l
--QOR ig t
I WIN SEPARATION TO GLASS I EINWAIG (SET SCHEDULE ON SHEET
�—(SEIE SCHEOULE ON SHEET 11) GLASS—!
EXISTING
CLASE---� 1 1 '— OABONA'
C. D.-
__j /A'
E. I -
@
L---
/2" '
19) LOT I
7 L EOJ
/Cd-20KIE/4' S.S.
PHILLIPS TRUSS READ
-ED ED S,S. PHILLIPS
--CON LACHINE SCPM I TRUSS HEAD MACHINE SCILMS
(",qRETE ANCHORS CONCRETE ANCHORS 1/4'0-200/4
POURED CONCR SCNED�LE ON S`IZCT 13) 1/4'-20 NUTS 0 12- O.C. (SEE SC.ECUI.E ON VI/ '/A'-20 NUTS 0 Y' GC.
OR vl� ROMEO CONCRM.—' SHEEY� 13)
WALL RECURED 'M - - ------ OR CONCRETE BLOCK
CONCRETE BLOCK (d) BY—AALL SILL INSTALLATION �CGNCRETE ANCHORS REBURIED
(SEE SCHEDULE 0.
POLAND CONCRETE—/ S.. III)
OR ... CRETE BLOCK (t)Hv VAL� SILIL INSTALL-ATION
.IL REQUIRED
T
HY WUL 5ILL INSIALLA [ON
1; SEE SHEET . ION TYPICAL EIMER INSTALLATION DETAILS W1
A SE.OLl STANCE
3
MOUNTING SECUONS M BE COMBINED a. SHEET III)
ANY SAY 7
FP0 SUIT MY INSTALLATION 10 HV BLADE
A. FLORIDA BUILDI G COD, "On ne Zon
...... NLUE a Z-Pe'
P2011 TILTECO. INC.
02046E�� E P7,iL�'e
--R--HVYM
lz BgRT A
Accordion Shutter System
M c —o,,,.. A.S.S.A. HLV. ELADE #1 W/ OR WI RV. WNDOW MADE
Z TIL E
American ShUtter SyshI --mi --------
05. TILIAT TESTING & ENGINEERING COMPANY .11
NO. UU: Assoclaflon, Inc. OLD le-085 7/27/1 DATT . 07/27/17
P"— w 4268 We.lro.d. Uri,,e —2
West Pofirn Beach. FL 33407 3 DRAWINIC No
VO=111.
...... ANJEN A. TULT �, RX. 4 1,107
Lk. 1 .1111 2 SHEET
"F 20
POURED CoNCRETE ANCHORS
ORCREIE (SEE SCHEDULE ON SHOO 13)
.... ... EDGE OF
1ALCAUE EoSNNR
c LASS-'!
ED$ ED-,
A 1 .15
EXISTNO
GLASS—'
GLASS
1. "
NUT
.2)
' I OR
I
SL
Co.. —E. D.--
SECURED LP.AT HEAD CONCRETE ANCHORS
(SEE SCHEDULE ON SHEET 14)
(& _FJ_V_ ELOQR INSTAI I ATION t III I HY WALK -OVER INSTALLATIoN
--U3 PD- 110.3l.. NO,
I "ASHER HEAD
'�-.EI.T�C.Egl
CONCRETE ."OPS
(" CHMUIE ON k SZ.S.
SHE"'; 0 0. C
CODE OF
. IF
L..L
LE- �'z SU.S
CONCRETE ANCHORS \_S
EE NOTE 13(b) I- a 0' D.C.
POURED CONCRETE (SEE SCHEDULE ON ON SHEET I -SEE NOTE 13(b)
On C NCRENE BLOCK SHEET 14) POURED CONCRETE-\ ON SHEET 1
REQU'g So 0. CO.'RETE BLMR
CK) BY—W-ALL FLOOR INSTAI LATION REQUIRED
r LLATII t HY.WALL WALK -OVER INSTALLATION
TO gz�
CC
S,TCr
EXIST
40
DO
ED.E
PLIO
POURED
CONCRETE FlAr HEAD, CONCRETE ANCHORS
REQUIRED (SEE SCHEDULE ON EFFECT 14)
C19 TRENCH INSTALLATION
'�kfl) OHL' FOR UP TO .71. -75 PSF A.S.D.
DESIGN PRESSURE RATING & FOR SPANS PER
SCHEDULE 13. SHEET ii
SML)
'PURE. coC
..D.
T __ V_
2 Co' WN
I'- Co.
MN.
INSTALLATION
..'.-71 InI
E HS INSTA To BE
'M LA L
EOG DISTANCE t RE.
SPECIFICATIONS ON 511ECT 13) ADJACENT TO 9: OPTCN9LE EW
OR QNFTRA�CE INSTALLATION DETAILS W/ J,) HV 13LADE
r", A:L�� �:.N' "_ I NOT) High Velocity Hurricane Z
A.S.S.A.
American ShUffer Systems
Association, Inc.
4258 Westroods Dr;,e
West Palm Bench. I'L 33407
EASTERN --pa SUPPLY INC.
Z�7:i 7E C -0, m �c
60-2-011
BERTHT"
Cei
or 0
Accordion Shutter Systei
L
KV. EIADE #1 W/ OR W10 KV. wNDaN BADE
7
TILLIT TESTING & ENGINEERING COMPANY
`;_CTAur A. Pr.
1111ER
' "D
CLORDA VIC. 0 44197
Ev.. N
fS N OF,
OAT,
DCAAR . I.P
7
5 0
7/27/1
BASE, 07/27/1
2
3
i
D;RAVAN No
G
.- -
0 7
1�_ tj
A
,59E ENO WALL CONN - ECT AM 914 SHEETS 10 & JA SEE NOTE, O� U.N.. RODS W.S (D
a F- —IN /-EXISTING GLA�S INST (D HV
=OT ALLATIONS W� — " .0 X.1VRNVE . LOO, 0 ON Cucar 5.
O'CE SILM`� DENA IS YXUD TO. All
BLADE W HV CENTERMATES IINTE..Tal UMT()
OR
SEE END WALL CONNECTION
0-6 0 - F-CXISTING GLASS DETAILS ON SHEETS 10 & 19-i
@
GO .... .... 3 1/4"
UE N/,') /.'r TM`XCN 2 1 OPPOSING SYMMET A
RICHORS TO CONCRETE
(MP/90"o _KMA ES MC MIT, EPARATION
00131" S..S. 0 12- qEET S
CENTERI
10,E, I I �"ATE
2% "-0 @: , — 7� --- 7.
"S 'a I all
! ,, O.C. RAL UE.OH1. PL-0 or GLASS
A' aC. ARGUE (M), �Af/ HV LOCK 0, (SEE SCIIEDULE
5
A�, ON SHEET 11)
--4
2. /2'
o, ... f
HVA HVB F0 7UT HVIC
EXISTING GLASS '-POURED CONCRETE OR
CONCRETE 81-OCK VIXLL
REOUJ�D)
-;XTSTING SYMMETRICA -6 q—
"-ASS =N -1 .6
L- CENTERMAT S @ I.fTL SEPARAVOY
_J G,ASS -C) 8 TO GLASS
v r. 6 Do; L (SEE'S�EDLR,E
MfN. SOPARATIONI., (a. @-@. ON NEST
10 GLASS @
(SEE SCHIMULE =1N OPTIONAL
ON SHEET 11) INTERIOR)
---- �CC,ICRETE
N,GRS .
� O.C.
0 20 Ai 1
S
(EXTERIOR) 0 OUT /2- MX. LACK
HVD HVE HVF**
A- 01al-1- FLORIDA BUILD11 G CODE(Non High Velocity Hurr;cone Zone
. .......... .. ..
.2o' PINECO, I.C. 02017 EASTERN METAL SUPPLY. INC.
BERTHA HVTL,
Accordion Shutter System
11LIECOINC. A,S,S,A.
H.V. RADE #1 W/ OR W/O KV. Will MADE
TILLIT TES
TING & ENGINEERING COMPANY American Shutt S I EY. NONE. "I" CARE ORI SIT, La
fit -* , an. Y. -me
110 Assaolcr% In.. OLD 15-085 1 ?/1 CATC. 07/27/17
PIT. T. P11 111, MIIX- 0�1�- N� .,.I
.. noTnil, - T.T. % 0�1871-15M . FaT 4268 Westrood. D,i�.
\v DRAWING NO
tl�� "I" V�sl Palm Beach. FL 33407
MAC* .-G."
4*11C I T.T 11. PE, 1 17-107
11"01 .. 1 .�161 5 SHEET
.E. SEAL/SIGNATURE/DATE M.M a q, On
A-LTEENATE INSTALLATION W/HV "T" LOCK HV
MALEZEEMALE "T" LOQK;K5 CENTERIVIAT S
LOCKERS J?4 W1 (1) HV BLADE
arr ERG CONNECTION OETAI
EKTI M�
U CD
Mo 11 %NID
C
T W,
------------
4,41 n3O*HV "T" FIN
@0*HV -T- LOCK (OUTSIDE)
0-20 x 1 1/2- S.S.M.57.
7/8"0 . 3/32" WINGNUT.
HVQ*
HDD—HVE) *
ELOATING STACK
�7::l �LVC 0
TILLIT TESTING & ENGINEERING COMPANY
0355 M� 36!�. M M, 3�o �. '. I. .
Phani ; (30SI871- '" . I., : (=)811-1531
IN .......
MVI
M-SIALLATION (1) HV BLADE
W/ HD CENTERMATES 0). . &L
12�U—T
A,S,S,A,
American Shutter Systems
Association, Inc.
4268 Westroods Driwe
W..t P01,,, Beach. FL 33407
(4)
HDC—HW
5XMNLTMQAL HD_LENjrRMAU§;
Lyl g9t LQQK (IN.TERIOR
-.. mq) . �q) � III
INC,
Accordion Shutter System
RV R.ADE #1 W/ M W/b Kv. WINDOW R-ADE
AWING No
17-107
I
POLAND CONCREFE OR
CONCRETE ROCK WALL
SECURED
CONCRETE ANCHOR
6 Is O.C.
'EXISTING GLASS
MIN T
MIN. —
ED
EQ TO GLASS (SIDE
SCHEDULE ON SHEET
llmr-r
I FOR, SAIDE (DAND
(6.63-TG) CONT
(LOCATE AT
EITT
ON SHEET 19 FOR
HAMM& 9
ALLUM CLOSE�
SIDE
OF 5 1
PLAIT. (LOCATE 1/2�r
�IDE Mll)-�
,/2�
Vm�,N.
AT EITHER
OF(D)
US
S.
7,
S...S
a 16. G.
a 16. O.C.
d-OR Or
SEE DETAIL X FOR
RON
1. IRA�HS
—EXISTING GLASS
-POURED CONCRETE
POURED CONCRETE
OR CONCRETE . ..... . ..........
....... OR CONCRETE
BLOCK WAUL REQUIRED
....
BLOCK WALL REBUKED - — - - ---------
EXISTING MASS
—E.GlING GOSS
MI, SERAM01
<
TO GLASS (SEE
SCHEDULE ON
SEPARAMN
7'j
11 FOR RADE AND
TO GLASS (SEE
ON s�u 10 Im
SCHEDULE m SHEET
11 FOR BLAI tDANIt
ONSHEIT, 19FOR '12"
ELI ()&
& USE 0 OR 2- MAX.
(AS APFlJCASLE)w2�xI/8'xO'-2"
ALLMINU4 CUP ANGLE
(6053-76 ALLOY) AT MIDHEIGHT
i�
(1) #I(N 1 /2' S.M.S. TOM&
(2)1/4'. TAKONS ANCHORS TO
SEE
51GEDEIML X FOIL'
CONNECTION
TO
47
WAL]. AT I- D.C. (LOCATE AT
(b OR �&ll EITHER SIDE OF(D)
(t) OR Q
TRAGHS
-Z&
I SEE DETAHL X F 4
(D (0 C
SIDE MNECTION
.6.2 1. RXMC.S
0-0-0-0-@-
@-(D-07 -Q-
-9-0-E
I DETAI ftlk
CONNECTION DETAI (a) END CONNE
POURED CONCRETE OR
CONCRETE - EXISTING
BLOCK HALL I
RECURRED 11 GLASS
�Y�'ll kt
7: ---------------
EXISTING GLASS
/___ — F A
.1. SEJ%AAGH
ANCHOR ' 5 _%kEi_O; 6 i
a i ED GRID
0 &Y
- — - — -- /2" MN
r ED
IN. ClE.S.,11S A�GIU, 1,R 10 OR@OR(DOR
I IN, 2'M S
I LAGE ON SHEET I.
.., 8B
5 ON SHEET 1. (gOR(gOR(qOR(j)ll0 VIEW
I OR D
(D OR PLAN
POURED CON OR DETAIL
RE END INSTALLATION
,E CK ItI LL
HV BLADE OR a6 HV WINDOW BLADE INTO
—CONCRETE OR CONCRETE BLOCK WALL.
END C0 EC 0 D 5 -NECIION DETAIL(g) FLORIDA BUILDII G CODE(Non High Velocity Hurricane Zone
Nc ENS , MRIC.. INC. 02017 EASTERN METAL SUPPLY ING.
_RVT
BERTHA M
Accordion Shutter System
11L IE C 0,141C A,S-S,A, Kv. MADE #1 W1 OR W/o RV. WDEM mAOE
p % TILLIT TESTING & ENGINEERING COMPANY American Shutter systems w7.7-1
YL .. ..U. .
. .11, Association, Inc. OLD 15-DB5 6/27/1�
.......... F.. K,t_,,, 4268 WI .... ... 2
. ..... ftlt P.Jrri DX..h, FL 3,1407 1
I 11011*� U�. I �`Hll
it r
ITER �. FILL, ". P.1, 1 107
P.E. S L S NATURE/DATE I I SHEET OF A
(11.). FOR INSTA . LLATIONS W/
MAXIMUM SHUTTER SPAM*
'L--
a JERMATES or or
OR (ft.) FOR
W/ ()ME N.V. LOCK or or
IN ��I�AI�TIONS W/
HD LOCK (9 W/ NO LOCKINORROD','S of
ONE IN, LOCK or Or
CENTERMAT@ 20@ 29 W1 ONE
N
W/ NO LOCKING RODS
F(D-r" LOCK 30 W/TWO LOOONG
(SEE
— — — j0DS 35 —TOP A, BOTTOM VEE
7NOTES
;,MOIRSTAILARONS 0
AVA.
A No',
A'. VAR,
. A.
N D
CONCRETE
= a
VAL N
M ALI .0
WALL MOUNTING
RUCOR/CEILING
OURRING
W? .1.
NWoR/.."X, VRANN.
SCHEDUtF A.1
AXIMUM SHUTTER SPAN* "L+'
R "L-" (ft.) INSTALLATIONS
S)XMEMICAL CENTFIRMATER
A, ONE FW LOCKS
)�,/
OR NO LOCKING
CIDS
(VALID FOR MOUNANG
SHEET ,
CORORME
ADL Res.
INSTALLATIONS
AR OR
.D
RLORVOTIL. OLRRA;
0. 1)
A
I. RR
.0to"m
-7
, (11D L
30
16'-0'
35
40
14.
45
50
131-1-
55
7
70-
75
0 MAWMVM SHUTrER SPA" 'L.' OR 'L-' MR
INS7ALLARONS INTO Moo SHALL BE CIM90 To
105 PSI. &S.D. DESIG14 PRESSURE RATING.
t W CORNER CERTERLLARE 11 A, DE SX. . A.
MOUNTING INSTAt"TICKS, LOCRHG SIECIFICAMIONS
SHALL BE AS INDICATED ON LAMOMORY CONDITION 02
. SHEET 5.
ttEX�T THAT MAXIMUM
$PAN 1+' OR I-' ARO HVWI1f AS.D. OMNG
PRESSURE RATING FOR WSX,Apo,, IWO CONCRETE
OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS
I - CONNECTIONS 70 REIST014E MOUNTING
LIMITED TO +64-72 o.s.f. AND B'-O' SPAN. SEE
MOUNTING IF) ON SHEET 7.
SEPARATION TQ GLASS SCHEDULE
WIND ZONE
ASTM E-1996
I THRU 3
0) HV BLAD.E
.1.17 NUE1.. INC.
R C 0
TILLIT TESTING & ENGINEERING COMPANY
41G,
RW W, PA. so'. . PARON, 'OPM
Ph— : (305).11-leM . F.A
C.-NoRe".
A RULT A. 1E.
rv,IRF/nATF
FLORDA A.
A,S,S.A,
Amerlean Shutter Systems
Assoclation, Inc.
4258 Westroods Drive
West Palm Beach. FL 33407
(1) L.: MAXIMUM ALLOWABLE SPAN FOR A GIVEN
INDSITIVE A.S.D. DESIGN PRESSURE RATING.
L, MAX+ ALLOWABLE SPAIN FOR A GIVEN NEGATIVE
A.S.O. DESIGN PRESSURE RATING.
(2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR
WALL MOUNTINGS (TOP/BOTIOM) OR FLODR/CEIUNG
GIVEN A POSITWE &S+D. DESIGN PRESSURE MING,
DETERMINE MAY"PUM SPAN 'L�' rROM SCHEDULE.
GIVEN A NEGXDVE kS., DEERN PRESSURE RATING.
OVERMIRE MARMUM SPAIN 'L-' MOM SCHEDUU.
FINAL MAXIMUM ALLOWABLE SPAIN IS EQUAL To THE
lAINIMLItl DETERMINED SPAN BETWEEN 'L+' AND -L--
(3) PROCEDURE To CETERMINE MAXIMUM SPAN FOR
COMBINATIONS IN B�EH WALL O"TIH.S
W/ FLOOFI/CEIUNG MOUNTING&
FOR A GIVEN POSITIVE &5.0. DESIGN PRESSURE
RANH.-
CETERFIINE-
41+ 1 MI SPAN FOR WALL MOUNDING NST,.,,,ONS+
U-- MAX. SPAN FOR FLOCR/CEILING MOUNTING
INSTALLATIONS,
FOR A GIVEN RECARVE A,SQ, 00111 PRESSURE
"TING
OETERVINE-
L, MAX SPAN FOR WALL MOUNTING RISTAU"rONS.
LJ-- MAX. SPAN MR FUROR/CEAING MOUNTING
INS14"THONS.
FINAL MAXIMUM ALLOWABLE SPAN IS EOLML 10 THE
INNIRIUM BETWEEN 'Ll+'. 11.'. 'LI-' AND I,.'
(4) Gal TO ANCHOR SCHEDULE WITH FINAL MAXIMUM
ALLMASLE SPAN AND NEGANn As.O. DESIGN
PRESSURE RATING TO DETERMINE MAXIMUM ANCHDR
SPACING�
Inc.
Accordion Shutter
KV. MAX #1 W/ OR WAO KV. WIND
U,WING to
17-10
7'-0' W F2 ly -9- —8
74 w T. 33
W-0. T. U
Tl- IF -r.� -C, -r
14 12 To— —,-
14 " M— US
— — 1. - IF —I—. ST
(0 W-L �M MOUATNG
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all
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2 m M RE3111111111MM
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ALL POINTS SOLID -SET
I k-D I
L —BLUE W I
I TAPPER.
SEE
ON SHEET 13
*:EEO - US
, I bA INNS.ErT 19E FOR
QR Q1 HV BLADE
11
00
M
=
flux
H
11A) HV WINDOW BLADE
M
WON
1111
in
WORKING IN UNISON
Tl
I - - - - - -
FLORIDA BI
A E-
.2.,
llLlEC0,N
A,S,S.A,
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PSF XS.D DESIGN PRESSURE
RATING & FOR SPMS PER
SCHEDULE #3, SHEET 11
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A,S,S-.A-.
American Shufter Sysfams
Association, Inc.
4268 W.W.Ilds D,Ne
W.st P.1,Y, B..ch, FL 33407
SUMLY. INC.
Accordion Shutter System
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TILLIT TESTING & ENGINEERING COMPANY
American Shutter Systems
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4268 W.Ct,..ds Orwe
West Pohm BecCh. FL 33407
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MEDAN METAL SUPPLY. INC,
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3. ALLOWED MOUNTING: a ON T141S SHEET.
4. ONLY NTERMATE 21 W/ 24 HV LOCK ARE ALLOWED
21 ARRANCED(�D A SY�METTUCAL LAYOUT.
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INCLUDED AT(ATERIOR OR INTERIOR ACCESS SIDE OF
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DRAWING No
17-10