HomeMy WebLinkAboutSET UP-INSTALLATIONGENERAL NOTES:
1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.Ej).) HAS BEEN VERIFIED FOR Mp CE I CORD CE E 2 17 (43131 EDITION) OF THE FLORIDA
BUILDING GODE. THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. CP UAN N AC AN WITH TH 0
DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED REQUIRED E JURIS fCNON ERE s LL
BE INSTALLEO WITH A DIRECTIONALITY FACTOR Xd=D.85. USING ASCE 7-10 AND HALL CIT EX I THE MAXIM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED
ON SRFETS 11 THRU 15. 19 & 2D. S N CEE( UM By 114 0 WH MUTTER VI
IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DE]IMMINED PER ASCE 7--,0. SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS
By MULTIPLYING THEM By 0-6 IN ORDER TO COMPARE THESE W/ MAX. (A-S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 2D.
IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P,E.D-, AS TESTED, WERE NOT OVER STRESSED, A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS = USED IN THEIR
ANALYSTS- HOWEVER, A WIND DUW014 FACTOR CD--1-60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD.
BERTHA H.V- ACCORDION SHUTTER SYSTEMS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS 13EEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THEABbVE MENTIONED CODE AS PER
ATL REPORTS-
-HV SLADE (D J0214.01-03, #0715-01-03, #1004,01-05, #1214�01-05, #0317.02-06. #0609-01-10 AND ffMI0.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTIM E-1886
AND E-1966 STANDARDS (MISSILE LEVEL O� WIND ZONES 1, 2 & 3).& §1220.01-10 AS PER TAS 201. 2C,3 & 2D3 PROTOCOLS LARGE MISSILL
-HV WINDOW BLADE @ #0505-Di-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D, WIND ZONES 1- 2- 3) BASIC PROTECTION ONLY AND # 0725-01-88 AS PER TAS 202 PROTOCOL.
2. BV BLACE&AND HV WINDOW SLADE 0 ARE ENGINEERED TO AVRK IN UNISON IM EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19
3. BERTHA H.V. ACCORDION PINS (HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE #14x2-75' AND #14xl.75' RESPECTIVELY, 410-HT MINIMUM SERIES
STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA VIV DACROSHIELD COATING SYSTEM AS MANUFACTURED By APPROVED
COATING APPLICATOM REGISTERED WITH AMERICAN SHURER SYSTEMS ASSOCIATION- PINS MUST BEAR THE HV MARKING ON THEIR HEAD.
4. ALL ALUMINUM EXTRUSIONS SHALL at ALUMIpIUM ASSOCIATION ALLOY AND TEMPER AS INOICATW ON SHEETS 2 AND 3. MINIMUM YIELD STRENGTH FOR 606,3-T6 ALLOY IS �D-O W, AND 35,7 k.; FOR
6005-T5 ALLOY.
5. ALL SCREWS To BE STAINLESS STEEL 304 OR 316 AISI SEMES OR CORROSION RESISTANT COATED CARwN STEEL AS PER DIN 50018 WITH 50 k5i MIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE -STRENGTH.
AND E14ALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2417.33.4.
6, BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR Arst 304 OR 316 SERIES STAINLESS STEEL WITH 35 Wi MINIMUM YIELD STRENGTH.
7� SEE THE FOLLOWING SHEMS FOR ANCHOR SPECIFIWONS: HV BLADE i@ z 12,13.14,15 AND 20
W E'LADE 0 & 8 WORKING IN UNISON: 12. 13 & 15
8. THIS BERTHA H.V. ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT 16'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED,
METAL SUPPLY, INC. IN WHOLE OR IN PART By U-5- PNIENT #V45a,179 ISSUED TO EASTERN,
9. IT SHALL BE THE RESPONSIBILITY Or THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURC WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR To SEAL/CAULK
ALL SHUTTER COMPONENT EDGES WHO" REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE 13UILDING TO PREVENT WIND/RAIN INTRUSION-
10. EACH UNIT MUST BEAR PERMANENIT LABEL IN A VISIBLE PLACE WITH WARNING NOTE.- DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS� MUST PROPERLY CLOSE ALL HV AND HD
CENTERMATES AND ENGAGE OR LDCK ALL HV AND HD LOCKS.
I'- SHU"t MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VIS13LE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709-9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE
PLACED FOR EVERY OPENING. LABELING To COMPLY WITH SECTION 1709-9.2 OF THE FLORIDA BUILDING rooe-
12. BERTHA H.V. ACCORDION SHUTTER SfMM'S INSTALLATION SHAUL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED
.PERMIT IS APPLIED TO. BY THE JURISDICTION WHERE
13. (0) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i�e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D.
(b) CONTRAQTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. WED ON THIS P.E,D.. PROVIDED HE/SHE DOES NOT DRUTE FROM
THE CONDITIONS DETAILED ON TI-IIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSGILTY.
(0 THIS P.E.D. WILL RE CONSIDERED INVALID IF ALTERED By ANY MEANS.
(d) SITE SPECIFIC PROJECTS SHALL BE PREPARED 13Y A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE
RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGIN 'NEER SHALL SUBMIT To THIS LATTER THE SITE SPECIFIC DRAWINGS FOR
REVIEW. EER To THE PEZ' ENGI
(e) ORIGINAL P-E-O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE
SCANNED
BY
St. Lucie County
I
ENGINEER OF RECORD THAT PREPARED F.
44
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02017 TILTECII.-wc.
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TILLIT TESTING & ENGINEERING COMPANY
6355 N.W. 3M. BL. S�. 3a5. V0,W, C.AFOM FLORIDA 33
(305)Bil-1530 . Fox : (305)871-1531
0-ma"': udftft%�
EB-000671 9
WALTER A TiujT jr- P.E,
FLORIDA Uc. 1 44167
TABLE OF-.QONTENTS
f-U4;𝔴1TA --I C1 C
GENERAL NOTES
SHEET 1
SYSTEM COMPONENTS 1-20
SHEET 2
SYSTEU COMPONENTS 21-37
SHEET 3
TYPICAL SHUTTER ASSEMBLY 38-44
SHEET 4
TYPICAL WINDOW BLADE & WINDOW DETAIL
ARFA 2: KV BLAUE (DAND W WINDOW
SLADE
(WHESE APPLICABW
TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS
SHEET 5
INSTALtATION DETAILS A-F, CONCRETE/BLOCK
SHEET 6
INSTALLATION DETAILS G-M, CONcRETE/al-ock
SHEET 7
CENTERMATE DETAILS KV
SHEET 8
CENTERMATE ALTERNATING i)ErAjLs jiv
SHEET 9
END CONNECTION DETAILS 1-6i CONCRErE/BLOCK
SHEET 10
MAXIMUM SPAN TABLES
SHEET 11
ANCHOR SCHEDULE- CONCRETE & 13LOCK
SHEET 12
ANCHOR SCHEDULE- CONCRETE & BLOCK
SHEET 13
ANCHOR SCHEDULE- CONCREITE & BLOCK
SHEET 14
ANCHOR SCHEDULE- WOOD
SHEET 15
INSTALLATION DETAILS M-R. WOOD SHEET IS
INSTALLATION DETAILS S-X, WOOD SHEET 17
END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18
AREA 3: IX. INMOW BLADE A ONLY
TYPICAL SHUTTER ELEVATION SHEET 19
AREA 4: HV WIMM E3ME M1 ONLY
'�qVAJI&�4ETAL�-(Jj �ffLLIS
'i SHEET 20
THIS DRAWING SHALL ONLY BE USED TO
OBTAIN PERMITS IN THE STATE OF FLORIDA
AwS.S.A.
Arnefican Shutter Systems
Associction, Inc.
4268 Westroods Drive
West Palm Beach, FL 33407
2017
Accordion
I-LV. MOE #1 W/ OR I
METAL SUPPLY. INC.
PS " V TIA
iutter System
KV WIN" IRADE
I t 1 ::� DRAWING NFb
1 4 1 1 1 17— 1
C
45
T T
4.371.
I HV SOLID B1 ADE
UNDER US PATENT j 5 179 �LF QA�E
QUALIFIED FOR USE W/ HV SLADEC1
HY WINDO 6005-T5 ALLOY AND TEMPER
)NSXOfEiIIMt4Or-ELADE @ON SHEET 19
15063-T6 ALLOY AND TEMPER
��)HV ADJ. FLOOR TRACK
QUALIFIED FOR USE W1 HV
BLADE (.1.)
6063-t6 ALLOY AND TEMPER
1", HV CEI HEADE
0 'F
ALIFIED FOR USE W/ HV BLADECI !ONLY
SEE SECTIONS'FOR VALIDITY.
6063-T6 ALLOY AND TEMPER
x
41f
(16
�) -SIDE ANGa
QUALIFIED FOR USE W/ HV
BLADE Q
6063-TS ALLOY AND TEMPER
3MS"
.085'
CrYPS i
4.897'
07'H�t-ADJ. ADAPTER WAIP
QUALJFIED FOR USE W1 HV
BLADE (D
6063-T6 ALLOY AND TEMPER
,�lj) iLY HEADERISILL
QUALIFIED FOR USE W
O� HV BLADE (D1ONLY
6063-T6 ALLO . AND TEMPER
AWMINUM ANGLES
QUALIFIED FOR USE W1 HV
BLADE C1 I ONLY.
6063�T6 ALLOY AND TEMPER
IDIk
in
N
04 HYDIRECT MOUNT
QUALIVILL) FOR USE W1
BLADE (Ij
6063-T6 ALLOY ANT) TEMPER
C8'HV WALK —OVER TRACK
QUALIFIED FOR USE W/ HV
13LADE (1"
60U,�T67-AC14YY-AVD TEMPER
4iRED FOR USE W;0f7V BLADE(j)
S��� VALIDITY.
6063-76 ALLOY AND TEMPER
FC0MP0kHFNT:A
T2
@
2"
5" IJAX.f 1/8' 1 /8"
2'
5' MAX. 0.792" 0.492'
2.5"
7' VAX-! 0.19V' m 604
�53)
2'
-5" VAX. 0.139-
10.131-
02017 TILTECO, INC.
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7 TILUIT TESTING & ENGINEERING COMPANY
6355 N-W- 36th- St, S� 305, VIRMA CARDUIS� 6MR� 33
Phone : (305)871-1530 . F,, : (SE)5)871-7531
e-mag: t1tecogabix,rn
EB-MOS719
?ALTER A. TRJLtr 1, P.E.
FLORIDA 1�� # 44167
�05
QUALIFIED
HV BLADE
6063-T6 A
,�)IJY IRENCH TRACK
QUALIFIED FOR USE W/ HV
13LAOE .01 ONLY-
606,3-T6 ALLOY AND TEMPER
�C4� JJD WALL HEAD R4SILL
QUALIFIED FOR USE Vf/ HV
BLADE CV ONLY.
6063-T6 ALLOY AND TEMPER
x
CORNER POS
QUALIFIED FOR USE W1 HV
BLADE01
6063-T6 ALLOY AND TEMPER
Am&SmAw
American Shutter Systems
Association, Inc.
4268 Westroods Drive
West Polm Beach, FL 33407
J ILDING CODEL(Won High Velocity Hurricane
- 1— @2017 EASTERN METAL suppLy, INC.
swam" w a nAb& " w Tm
Accordion Shutter System
RV. MADE #1 W/ OR W10 RV. WMM BLAM
AWING No
17-107
i
1—\
�?7
1 ONLY
�&Q
T
PLAN �1.
-LOCKER FOR "T"-LOCK CENTERMAT
QUALIFIED FOR USE W/ HV EILADE('11ONLY
6063-T6 ALLOY AND TEMPER�
Q I
-31! HD_9�ENTERMAT
QUALIFIED FOR USE
6063-T6 ALLO A
dIg!.pW,�4- 4-20 S.S OR 3/e-.- to
�AL WwtioscRE�,_
(SEE OVALS)
LOCKING ROOLAA
QUALIFIED FOR USE W/ HV SLAI)EiCli
6063-T6 ALLOY AND TEMPER
STALLATIot,i VJILf PFnfllP;�.�llf,
4 660'
2.293'
12) HV FLOATING ER T
QU�O�IED FOR USE W/ HABBLMADIECI T�lt ONLY
6063-T6 ALLOY AND TEMPER
11 -
� 2 !,.HY...Q0RHER CENIERM6TE
R
QUALIFIED FOR USE %V/ HV BLADE-� 1.1 ONLY
0363-76 ALLOY AND TEMPER
�90 BY MALE "T" I -Of CENTERMAT 4.566'
6063-TS ALLOY AND TEMPER
QUALIFIED FOR USE W1 HV BLADE(l)ONLY (2
4E5� HV FEMALE "T" I-OCK CENTERMATE
QUALIFIED FOR USE W/ HV BLADErl';ONLY
6063-TS ALLOY AND TEMPElr�
6063-T6 ALLOY AND TEMPER
HV—.3/8"0-16 ACETAL
)LE THUMBSCREWS
NT QUALIFIED FOR.,y;Wf.Vjj
_�W 13LADE
A 10
%
#PAW,
7
P.E.
El
USE V11
V2017 TILTECD.-INC.
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TILLIT TESTING & ENGINEERING COMPANY
6353 rj.W. Wih. St. 9�. _V5, V&CM CARMIS. FLORah 33,
Phone (305)87i-i5�o . Fax -- (305)a7l-lUl
0-mou; ulteccipo,;.mm
rB-0006719
VIALTER Al TILUT Jr. P.C.
FLORIDA Lic. 9 441r,7
ICA
e&;ss C&NDER
& KM (COIROME
PUTM)
HY-LOCK
�I-ED_FOR USE NV/ HV
02
.822-l'
KV. -T- LOCK
QUALIFIED FOR USE
W/HV SLADE Cl, ONLY,
r--ME CAST
MOUSENG ENWEL
ED PAVIED
fk�f-A �-" Moo'U%
QUALIRFD;g r3W H
10 USE Vi� HV
SE 6 ONLY -
I ;r4
A
L�36o` AFTER RAEnNG
X 3/4"
BEFORE RIVETING
ISCREW
!/-4"0-20
RIVNUT*
SERIES B444 ALUMINUM (1024-r,3 ALLOY) LARQE FLNE Tjj,
ShE't7 NUTSERT- PAR' � OB20, AS "ANUFACTURED &Y AVDEL
CHERRY TEXTURN, PARSIPPENy, 14EVI jEnoEy 0705, OR ZOU�L
ffil LTERNATIVE LO
QUALIFIED FOR USE %V/ HV
SLADE 01 ONLY.
M
0.875- Min.
.12s- Max.
�4) HD LOCK
87Y REUENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK SOLT LOCK.
QUALIFIED FOR USE W/ HV SLADEO& @,
FLORIDA BUILDING COOF (Non Hinh Veloritv
AwrSawSmAn,
American Shutter Systems
Astoelation, Inc.
4268 Westroads Drive
West Pdlni Beach, FL 33407
2017 EASTERN METAL SUPPLY, INC.
Accordion Shutter System
RV- OLAM #1 W/ CR W10 KV. WMW MAX
M
AWING No
17-107
SHTT—TERASSEMBLY -SCHEDUE—E75-IR
HV HV (fA
HV BLADE 1
HV BLADE 1A
HV LONG RECESSED NYLON BUSHING
W SHORT RECESSED NYLON' BUSHING
HV NYLON HAT WASHER
HV WHEEL CARRIAGE AISI -302-3T3 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 *
@
HV 2 -3/4" ACCORDION PIN W1 "S HEAD *
POLYCARBONATt IMPACT RESISTANT HV WINDOW
�(v
[;LVM P,=.I
EXTERIOR
�-(§ or'@
(SEE NOTE FOR
REQUIREMENTS)
(1) HV PIN (D SHALL ALWAYS BE USED AT ALL EXTERIOR clw�
BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR W.,
HV 0 BLADE. 4�[CAL SH-U-TIER ASSEMBLY
(2) HV PIN 0 MAY BE USED IN LIEU OF (9 AND ONLY AT
EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D
BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7.
(3) HV PIN @ OR @ W/ 1/2" 0,D. 1/16" THICK S.S. WASHER
SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X,
SHEET @
T-S.
M
�WL CARRIAGE DETAf
,WMELY LAYOUT
4.T, .
02017 TILTECO, INC.
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TILLIT TESTING & ENGINEERING COMPANY
finit�-z-%0 �55 M11- 36"k St.. Ste. M5, VIRDWA WOMS. FLDFWA 33
..—e (305)571-1530 . FIIx : C305)671-1531
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'PALTER A. ULLIT JI, P.E.
.E. SEAL/SIGNATURE /DATE FLORDA LIM 9 44167
BLADE's
KNUCKLE
(TYP)
2 7/8" MIN
CLEAR
SEPARATION
BMN
OPENINGS
EXTERIOR
TO' ELADE'r1p C625'
(I —A) .1875'
HV VnNbOW BLADE
Z625�
pvtz -0625
zL 5
ON Cl
1: 2 /4" I(IF? REVADMI
TYPICAL W WINDOW BLADE Q� AND
POLYCARBONATE HV—
WINDOW QUAIL
*PQLYCARBONATE IMPACT RESISTANT HV WIND101W
BAYER MAKROLON 3103 POLYCA—P�
BONATE
"I
12 till". CE RESINS, UV-STA8JUZED GRADE OR SiJC
BLADE 60 M INNOVATIVE PLASTIC LEXAN 103 RESIN
(SEE NOTE T" ON SHEET 19)-
POLYCARPONATE SOURCES
T� PRONRM;s
APPI-r-ISLE
SMM�
FESULT
rFOR]
IN=
ww
V.cm �%rr
ASTM 092
6/f,;
MME vl=
�AL Srie-WH AT MUD
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ASTM 0635
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TEKSLE STFeZTH &�R WFA�.
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ASTM 538
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American Shutter Systems
Association, Inc.
4268 Westroads Drive
West Polm Beoch, FL 33407
)n High Velocity HurricOne
2017 EkSIERN MEIA-1 SUPPLY, mc.
�30" 0 Elio% " v 7)"
Accordion Shutter System
RV affiE #1 W/ OR W/O RV. WNDW 0_4X
p
AWING No
17-107
I
SEE END
CONNECTION
DETAILS ON E H I j
SHEETS 10 & 4 6 It>
I$ TYR FULL
HEIGHT.
9-
&o�- .901
IL
(U[�26R
010-@w@�6-3��
C7-,, @
08 t3l @�08
CA)
TYPICAL �:,f) HV ERADE SHUTTER ELEVATION
N.T.S.
@5
OF CORNER
CENTERIVIATE
*.N6TES ON HY LQCKS AND CENTMATES:
CDNDMON it ONE - HV LOCK �& or q� SHALL 13E USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN
OR 12 A�OVE LOR BVW CY SHILgER SPAN FOR SPANS UP TO 105-, AND FOR INSTALLATIONS AT ANY
ELEV&X tiV OCX " g.2MA 13E ED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO a3l OR @
CENTERMATES %V/(2) 1/4-0-20 x 1/2� LONG FLAT HEAD S.& M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON
TYPICAL SHUTTER ELEVATION.
2.
OR MA;� IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP To TWO HV
N(S OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES
OR 0 SRALL BE AS INDICATED ON NOTE (1) ABOVE
LOCATION OF LOCKS SHALL BE AS INDICATED ON -lYPICAL SHUTTER ELEVATION,
3. �VL#2 MUD ONLY MEN UA�Alrney CopMON
0-2 �� LQQW LOOKING RODS . ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY
BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS 15 OR AN ALTERNATIVE DEvACE
MAY Al SO BE USED AT STACKING POSITION (NON HURRICANE POSITION).
4. - ONE HY LCCK -5 & 0 SMALL BE USED AT CORNER CENTERMATES FOR ANY SpAN
AND INSTALLATIONS AT ANY ELEVATION. HIV LOCK.2 or 0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK.
ATTACHED TO @ CORNER CENTERMATE W/(2) 1/4��0-20 X 1/2' LONG FLAT HEAD S.S. M.S. -AID LOCKING RODS
AT TOP & E30TTOM SHALL 13E USED. LOCATION OF LOCK SHALL 13E AS INDICATED ON TYPICAL SHUTTER ELEVATION.
MAXIMUM SHUTTER SPAN $HALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12.
5
K A IE E41
M y ' US N
T L �
A TERN%E� I'
L OCI
Loo
ION
' 'r Tl��
�ONE ALTERNATE
IN ONS AT �NY ELEVAT
D g5_20. / S
IF 1/4 _ 3 4 S THUMBSCREW T & OR P CE
VNUT SHOWN ON SECTION HIVE . SH T 8. 'ON LOC
OCKS AT 1/3 OF SHUTTER SPAN _
6- MANDATORY CONDITION 0 FOR KEYSTONE MO(WITRG INSLM.LATIONS- ONE HV LOCK or E-5 or SHALL BE
USED AT 7/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPAN$ Up
TO 96*. AND FOR INSTALLATIONS AT ANY ELEVATION- W LOCK @ or @1 or Ea MAY BE USED AS AN INSIDE OR
OUTSIDE LOCK, ATTACHED To I@., or 0 SYMMETRICAL CENTERfAATES wl (2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S.
M.& LOCATION OF LOCK SKAUL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 6
OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. W/
CENTERMATM
I - SECOND ALUMUE TO A(ANDATORY COMMON 91 VAUD ONLY FOR W 'r LMX AND C MATES 0 AND
ONE ALTERNATE HV 'r LOCk Q, MAY BE INSTALLED IN UEU OF HV LOCKS -@J OR VP FOR ANY SPAN AND
I STALLATION AT ANY ELEVATION, ALffkNATE LOCK I AY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT
OF LOCK @ INCLUDES USING REINFORCING LOCKER6-VIH j AS SHOWN ON SECTION HVG- SHEET 9. WHICH MUST BE
CONNECTED TO CIENTERMATES @ AND @ W/ 1/4-o-'20'x 1 1/2" LONG S.S. THREADED SOLT W/ 7/8o x 3/32-
WINGNUT OR W1 1/4-��-20xl' S.S.M.S. INTO A 1/4'Ox 5/80 RwNLrr. LOCK MAY BE INSTALLED AT MfDSPAN OR 12-
MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO I-OrKING RODS g.i TOP AND BOTOM is MANDATORY.
.TERMATES.-
1. HD I CRITOMAM514i OR 4� W� 6-01 : ONE ALTERNATE HD LOCK (�'4 MAYBE USED IN LIEU OF
FIV LOCKS Fuo% ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE HD LOCK (a MAY 13E USED
AS AN INSIDE OR OUTS% LOCK. ATTACHMENT OF HD 'LOCK dZ TO Ig IS W/ 3 #8 - 3)8- F.H. S.S.M.S., AND INCLUDES
REINFORCEMENT INSERT ;9 AS SHOWN ON SEC11ONS HDB-HV'B AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT
I MlDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN. LISE OF LOCKING RODS Cs is COMPLETELY opnoNAL
r. ��
02017 TiLrm—co, mc.
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COMPANY
TILLIT TESTING & ENGINEERING
51-- 305� VIRGD= GARDEP4. FLUMA 33
UPI V PhOne : (305)871-1&30 ..Fo* z (305)871—f531
........ e—mail. tltft~"�
AVA'AL' ES—=67ip
L V;ALTER A. TILUT Jr. P.E.
RE S URF/F)ATF FLORFOA Uc. # 44167
AwSwS.A.
American Shutter Systems
Associations Inc.
4268 WestroadL Drive
Wes' Palm Beach, FL 33407
In fligh velocity nurricane
2017 EASTERN METAL SUI-pLy, INC.
ffiw""`sswR n 2 offil " v TM
Accordion Shutter System
KV. 13LAM #1 W1 OR W/O IV. WINDOW IRME
qG NO
-107
I
CONCRETE ANCHORS
(SEE. SCHEDULE ON SHEET 13)
irk" HY WALL HE
—ADJER INSTALLATION
wt
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D.
'---CONCRETE ANCHORS
POURED CONCRETE (SEE SCHEDULE 04 SHEET 13)
OR CONCRETE BL&CK
WALL REQUIRED
I '� _R' I BY WALL SILL INSTALLATIgN
POURED
CONCRETE —
REQUIRED
Max.
;E. D., *
E.G.
--CONCRETE ANCHORS
(SEE SCHEDULE ON
SHEET 13)
CIMIR& N&IOXE (Sa
tioutame ON SHM 7)
S.S.
Ea
1;
MACHINE SCREWS
FEQ
USING 1/4�-20 NUTS
0 12- D.C.
I Fr iTh fm "D
—41-3) OR in-,
$Z
OPnONAL
MIN. SEPARATION TO GLASS
MSEE� SCHEDULE ON SHEET I
EXISTING
I
HV WALL HEAgf& INSTALLAT112N + KEYSTONE
-('-).OR
U.N_ SEPARATION
To GLASS
(SEE SCHEDULE ON SHEET li)
rMSTING
GLASS,
�777 OPTIONAL
ri/4' Max.
_F D.
�3
1/4-0-200/4- S.S.
i
EQtEQ ;
PHILLIPS TRUSS HEAD
MACKNE SCREWS USING
1/4'-20 NUTS 0 w
. . .
min.
LIM EOEZ COMBINATION OF SECTIONS:
1- SEE SHEET 4 FOR TYPICAL SHUTTER E. 0, - EDGE DISTANCE
ASSEMBLY
2- MOUNTING SECTIONS CAN BE C014EMNED (SEE SPECIFICATIONS ON SHEET 13)
%VAY TO SUIT ANY.1
IN ANY NSTALLATiON.
2 rl
P.E.
r--- IGONCRETE ANCHORS
(SEE SCHEDULE ON
SHEET 14)
C) HV WALL SILL LN5JAILLATION
SEE LIMITATIONS OF' USE FOR
BLADE CfA_-ON SHEET 19
Z.
02017 TILTECO. INC.
Q:
TILLIT TESTING & ENGINEERING COMPANY
9355 R.W. Z6%. St., Ste. 305. VIRMIA GAROE�. FLOROA 33
Phone (305)STPI-1630 I" � (305)871-1531
e—rnog: Vitecoftol,cone
ES-0006719
VIALTFR A. TILUT jr. P.E.
DC /�ATC
FLORIDA tic. p 44167
POURED CONCRETE
OR CONCRETE BLOCK
REQUIRED
Ir—
CONCRETE ANCHORS
(SEE SCHEDULE ON
SHE6T 13)
MIN. SEPARATION To GLASS
FE SCf-EDLJLE ON SHEET 11
1/4"0-2Ox3/4' S.S.
MACHINE SCREWS
W/ 174�20
NUTS 0 12" D.C.
1.
,q) HV WALL HEADER INSTALLATION
MIN. sEPARAITON TO CLASS
EE SCHEDULE ON SHEET I
OPTIONA!
$Z
0 1 R @
Max,
1/4-
V Ox.
OR @
j — 1-�
min -
I
7 -20X3/4 S.S. PHILLIPS
CONCRETE ANCHORS
�—TRUSS HEAD MACHINE SCMys
POURED CONCRETE--_� '_15 SCHEDULE ON VJV 1/4�20 NUTS Q 12* O.C,
DR. CONCRETE BLOCK SHEET 13)
REQUIRED
(�) HV WALL SILL INSTALLATION
INSTALLATION DETAILS WZ
01) HV BLADE
FLORIDA BUILDI CODE (Non High Veloqity Hurricane Zoni
AmS.S.A.
American Shuffer Sysfems
-Association, Inc.
4268 Westroads Drive
West Palm Beach, FL 33407
@2017 EASTERN METAL SUPPLY. INC-
BERTH lk HVTM
Accordion Shutter System
N.V. aAX #I W/ m w/o liv. wmw wix
FEV. m, DESCRITMON DATE DqAW4 6), I_C_
I OLD 15-085 07127/17 DATE —07/27/77
2
3 3 —DRAWING No
4 17-107
POURED
CONCRETE
RECUR
Xl
CXISnNG
GLASS —
CONCRETE ANCHORS
(SEE SCHEDULE ON SHEET 13)
TO QW ISM
SO -ME ON Sw
-------- EDGE OF 11 RoFt ll� VAND
;L� SLAB IF ON S'W 19 FOR
APPLICABLE EXISTING
GLASI
ALTERMTE
ANCHOR
LOCATION
r R
OR 15
CORY—ISHUN—G INS
EXISTING
GLASS
J
TEK S g- D.C.
OR l/ o S.S. us-
01
j i
ME
CONCRETE ANCHOR
(SEE SCHEDULE ON
SHEET 14)
OR (13 EXISTING
CLASS—
",�#Jox3/4` JjE9 WASHER HM
TEK SCREws a 12- O.C'
CONCRETE ANCHORS
SCHEDULE ON SHEET 13)
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EDGE OF
SLAS IF
APPUCI!8LE
POURED —
CONCRETE
(8- HV FLOOR INSTALLATION t
CLASS
EDGE OF
SLAS IF
III:% SEPIRATION i V
To a"
(DOE
A
EXISTING
GJ-AI
EDGE OF
SLAB IF
APPUCABLE j!
I
APPUCABLE
POURED
CONCRETE -
REQUIRED ZFLA7 HFAD CONCRETE ANCHORS
(SEE SCHEDULE ON SHEET 14)
TBY WALK —OVER INSTALLATION
CONCRETE ANC�
(SEE SCHEDULE
EXISTING SHEET 15)
GLASS-�
4�
X.
#IOX3/4' HEX �E..D�*..
WASHER HEA13
TEK SCREWS
0 12" 01
I i3
4X3/4�' S-DI
g- 0. C� 4
. —1—
�CNCRETE FLAT HEAD CONCRETE AlIcHORS:
REQUIRED (SEE SCHEDULE ON SHM- -14)
011 TRENCH INSTALLATION
VALID ONLY FOR UP TO +70. -75 PSF A.S.D.
DESIGX PRESSURE RATING & FOR SPANS PER
SCHEDULE #3, SHEET 11
1/4-0 tTw &UILDEx T-I W/
ADVANCED T14READFORU
TECI-DII OR ilea Po.Ess
SE�ANT AT EVERY FASIENFR READ
cm.) (SRE NOTE f av
SHEET 11 FOR LUTAIMSY 3/8'
FAsENERs TA -I AcIioRs W/
1 314" WN. EMBEDMENT 0 6"
OC. FOR UP TO 6--T SPAN AND
e O.C. FOR SPANS LAI TKAN
6-0, Up TO a'-O' III A-PU`
CONT. MAI
1,/4�
Max.
OE Or
1/2- —lt'
AS IF,
F.H. S-D-S-
LICABLE
POURED
CONCRETE ANCHORS SEE NOTE 13(b)
9, O.C.
CONCRETE--�
OR CONCRETE SLOCK
ME SCHEDULE 0.14 ON SHEET I
SHEET 14)
POURED CONCRETE�
SEE NOTE 13(a)
ON SHEET I
REQUIRED
OR CONCRETE BLOCK
Ad�l
HY WALL FLOOR INSTALLATION -oU
REQUIRED
HV WALL WALK—OVE_R
INSIALLATION
(ANIV RAINGUARD INSTAL ION f
t THIS INSTALLATION SHALL BE
NOTE 13 C—MASIN E. D� ;=,EOCE DISTANCE REMOVABLE WHEN PERFORMED
_ATIONS a
I- SEE SHEET 4 FOR TYPICAL SHUTTER F(SEE SPECIFICATIONS ON SHEET 13) ADJAMrr TO AN OPERABLE EXT F*jSEE LIAITATIONS OF USE FOR
: L48 ON SHKr'jq FOR
ASSEMBLY OR ENTRANCE RLADE (DA, ON SHEET is
2- MOUNTING SECTIONS CAN BE COMBINED
IN ANY WAY TO SUfF ANY INSTALLATION.
-" %, - A G2017 TFLTECO. INC.
441
707MO , N c.
TILUT TESTING & ENGINEERING COMPANY
4 It r355 N.W. 3IM. St.. S�. �05, vamNm GARDEIsS. FLI 33
. t-Mdl; Ultecallaoxom
305)871-1530 . F= : (305)871�1531
WAVIER A- TiLLIT j'. P.E.
Pl. SEAL/SIGNATURE/DATE FLORIDA La. j 44167
OF
IF
1/4�0-20Z/I ss LIS
—USING
1/4'V-20 NUTS
C 12" D.C.
LI
Ex`SpNG NON MUC'VRAL
- i�— ED..
WALL TRIM (Dtcoww'
SELL)
NIIN. -
POURED O0=RETE
REQUIRED
CM) KEYSTONE MQUNTIN�LLATJQN
MAI A.S.0- M=N FnMust:
WI SHUTTER SPAN 8'-T
AwSwSwAw
American Shutter Systems
Association, Inc.
4268 Westroads Drive
West Palm Beach, FL 33407
CODE(Non High Velocity Hurricane Zon
2017 EASTERN IjEtAL. SUPpLy
INC.
BERT"A HVTV.
Accordion Shutter System
RY. MADE #1 W/ OR W/o Kv. wmDw wrx
N. NC OESC2TRO—H IIA—TC DRI"M By' L.C.
011 /27113 DAM 07/27/17.
2
3 Ef);FRZJ;A;7W1NG N�q
7
17-107
4 1;7
BLADE SLACK DELAIL HVIF IS VAUD FOR ALL
SEE NOTES ON LOCICNG RODS 0 , HV LOCKS (D
MA. F-17N FXLSnNG G!.ASS INSTALLATION5 W/ (I HV AND ALTERNATE KV LOCK @ ON sHEF.T s.
CENTERMATES APPLICAnOR WITH SLADE0
0 ORO OR
@CR@- —EXISTING GLASS SEE END WALL CONNFeTIO
12MILS ON SHF to
-7 i
t — — — — — — — — — — — — — — — — — — — — — — —
— -- — — — — — — — — — — — — — — — — — — — — -
2'x2"xl/8"'O*-42 1 /-Q-j
GD63-T6 ALL1,1Y) Af, @-@ OR @ CM0. @ 7- 6 1/2- 7-
'NW/121 .1 IV TO;'LCOM 1/2- OR @_0 OPPOSING
CHOIRS To CONCR--M I - SYMMETRYCAL
(TOPYEorrom', & ; I CENTERMATES
IXI/2' S.M.S. TO TUSEP, 3/4' S-M�S. ID 12-
#lox CENTERMATES
AT EACH ANGLE, (TYP) i OX, FULL LENGHT. HV LOCK-f2 MM SEPARATION
HV LOCK&or TO GLASS
t�zt. SCHEDULE
S14 5 3 ON SHEET 11)
I N-] W
- - - - - - - - - - -
5 90
R z - i I
2 1 4 - D
@
@�@-@'@.R
(D 4 (D + 0 CA @ -
MIN. SEPARATION
TO CLASS
(SEE SCHEDULE
ON SHEET 11)
l�
--0 CR
HVA � Vzj HVQ
F6-67T
RE.
(EXTEMOR�
-------------
SYMMETRICAL
EE—NTERMATES 6
'111-q
AZ HV LOCK OPPONAL
0
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q,-2017 TILTECO, INC.
z
TILLIT TESTING &- ENGINEERING COM
PANY
635, "'. -'5% S'.. Ste. 305, � GAADENS. RrGMA M
CSWI�1530 . Fax : (3D5)87I-IWI
I-M-09:
"ett EB-0006719
WALTER A. TILLM Jr. P.E.
Z�P /F)ATC FLORIDA l3c, # 44167
FO-U—T
MM,
T"
OR
@ @ MIN. S EPARATION
@ @ OR I TO GLOSS
0 (SEE SCHEDULE
@) A - A + A 69 (5) ON SHEET 11)
OR
6 -1 � W F -0- 7UT 1 w
Ile-9 6 1/2- MAX. SLACK
HVF**
AmSwSmAm
American Shutter Systems
Association, Inc.
4268 k�estroads Drive
West Palm Beach, FL 33407
�POURED CONCRETE OR
CONCRETE 8L-CCK VIALL
�-CQNCRLTE
ANCHORS 0
G" D.C. -Si
-GODE(Non High Velocity Hurricane Zon
0 2017 Ek �.N METAL SUPPLY,
ISERTHA MVn,
Accordion Shutter System
RX RADE #1 W1 OR W/o KV. WNDM MADE
AWfNG; No
17-107
Fo—u—T]
EXISMO CLASS
r IN
BLADE (D SLACK CSIAIL WF, MMGArEO ON SM g.
0
AS %ZLL AS J;�� FW.AT, ft0ETXLSFDD_HvD
ND=fjm ON ALI
Sj'EET. Y=D I" 7W
&Q-0-I(D-0-0-
E
r * �SEE NOTE 6 FOR� HV LOCK
CK. 5
-r LOCK. ON SHEET 5.
It $ERr� 9� ALUMNUM
(2024-73 �L" LARGE FLANGE THI
SNEET NUTSERT. PARt 0 0820.
AS fJR4UTACRtSB) BY AVOEL CHERRY
TEXTORN. PAPwFENY. NEw jqLSEy
07054 OR EQUAL
MS'k L — — — — — — — — — — — — — —
S-LUI -
@HV "T" LOCK (OUTSIDE)
P.E.
INSTALLATION J) W. 13LADE
W/ HD CENIERMATES 0) , �� , &
------------------------------- 1 (0='no"Ll
HV '
LOCK
. �-�3j W ro—u-T-
1/4- 0-20 x 1 1/2" S.S.M.S.
W/ 7/8"0 x 3/32� WINGNUT.
HVQ*
EDP—UVQ**
FLOATING STACK
02017 TILTE66. INC.
TIMEZONc. II,,
TILLIT TESTING & ENGINEERING COMPANY
Uoss rj.v.-. 36�' St- St� 305- � GAMENS, FLORIDA 33
41 (305)571-1530 . F,, 4 (=)871-1531
5t,151 Ute"O'Wxom
ES-C-006719
WALTER A. Tuff jr. P.E.
ri =7 /nATP FLORIDA Ut. 5 44167
(") Kv�
PINS i`[�
— — — — — — — — — — — — — — -
E—IN .(4) KV.
I — Pws (A
HDB—HVB Fo—u—T]
SYMMETRICAL HD QENTERMATES
AZ N! LOCK (EXTERIOR)
AnS.S.A.
Ameeican Shuffer Systerns
Assoclation, Inc.
4:i68 Westroads Drive
West Paim Beach, FL 33407
3f]
- 81119—H�LC-
SYMMETRICAL HD CENTERMATES
�.SEE KONS 04 toomn gcmQ) & -0 L�
M"SAL FLCAnKG BLADE3 arrAL POD-101 S
VAM FM � CMMRLMrES APPUMU�� �� SLADE (D
i:97 51
CODE(Non High Velocity Hurricane
C 2017 EASTERN METAL SUPpLy, INC.
Accordion Shutter System
FLV- B!" #1 W/ OR W/b RV. WNDOW SLADE
AWING No
17-107
CONCRETE A14CHO
O.C.
2" M&
ED EQ
0 (LOCAT ' E AT 0-
EITHER SIDE
'L
F Q)
4/2"
I
OC
16, O-C.
02
END CONNECTION DEJAIL
POURED CONCRETE OR
CONCRETE BLOCK WALL i
REQUIRED
EXISTING GLASS
hrhl� SEPARATION
to MASS (sEE
SCHEDLA-E (IN SHEET 1/1 6-xl
I I FOR BLADE OAND (60t3-T6)
ON SHEET 19 FOR ALUM, 1,
BLADES (D & Q Pi A� I
.0-
UM111
CONT.
AT EITHER SIDE MINA -
OF (D4)
#iOx 7/2" S.M.S . --/I
rV 16:* D.C. I
SEE DETAIL X FOR
SIDE CONNECTION
TO TRACKS
—EXISTING CLASS V
S.
W SEPARAnom 110xi/2
TO GI -ASS (sEz
SCHEDULE ON SHEET
11 FOR BLADE OAND CONCRETE
ON.SHEEr 19 FOR ANCHOR 0
CONCRETE— ELADa (10) & 12' D.C.
ANCHOR
_7�
2 Aw. 2" MIN.
K
POURED CONCRETE OR
END CONNECTION DETAI (�)
mi
POURED CONCRETE
OR CONCRETE
13LOCK WALL REQUIRED
EX15TING GLASS
TO GLASS (SEE
SCHEDULE ON SHEET
11 MR MADEOJABD
ON SHE17- 19 FOR
BLADES
I
SEE DETAIL X FOUI
SIDE CONNECTION
M
POURED CONCRETE
OR CONCRETE
BLOCK IIIALL REQUAM
1,EXISnNG GLASS
<
MIN. SERAWON
TO CLAM (SEE
SCHEDULE ON SHEET
11 FOR &ADF Q AND
ON SHEET 19 FOR
BLADES 0 & (a 1/2'
I
4 USE 1" OR 2, MAX.
(AS APPUCAJ3LE)x2"xI/8"xO'-2'
ALUMINUM CUP ANGLE
(606,3-TS ALLOY) AT MIDHEIG T'k'
IITJN
(1) 9100/2" S.M,S. TO(D&
(2)1/4'0 TAPGONS ANCHORS To
WALL AT I- O.C_ (LOCATE AT
EITHER SIDE OF(D)
SEE DETAI X F0 4
SIDE CO ECTION
T ACK
I - 01.
END CORNME-CTION DETAILn3
POURED CONCRETE OR
CONCRETE BLOCK wALL
EXISTING
REQUIRED
GLASS
1/2' MIN.
TO GLASS (SEE
SCHEDULE 00 SHEET
FOR ELADE(I)AND
�11
ON SHEET 19 FOR
F_o
ELAM 0& Q
-- -----------
y-----------
- - - - - - - - - - -
SEE UMITATMNS OF USE FOR
SLADE (B ON SHEET 19
a) OR 6�
ION -DETAIL kp)
01017 TILTECO. INC.
/-,\ /0—\
'tb ) ORI,�2)OR(D OR
OROOR': -IORr- VIEW
6 I C�OR rQA
_7 \'�y V9
PLAN
DETAIL X
2' MIN.
OR IV
EXISTING.GLASS
MR. SE�AiAnON
TO GLASS (SEE
SCHE�.CN SHE
—11 FOR SLADE01
O%T SHEET 19 FOI
RJZMG)& Q
9
U-U6 -0 - 0-
END CONECTION QUAIL(@
L46 REQUIRED ONLY FOR SPANS GREATER THAN 12--o
AnS.S.A.
TILLIT TESTING & ENGINEERING COMPA . NY American Shutter Systems
M5 N-14- 26t� St, St�- Z05. MR&NIA GARDEkS, FLORIDA 3316t Association, Inc.
. .......... Phene : (31)5)871-1530 . Fax : (3M)871-1531 4268 Westroads Drive
01VAa a_mdif: t1twIsCOLCOM West Palm Beach, FL 33407
L. '04 EB-00067i9
; %VAL7ER A, TILUT Jr. RE.
P.E. SEAUSIGNATURF/DATF FLORIDA Lk. # 44167
OR03N OR
�OR 0
OR@ORV _)hOR(
Ij1 1
-7 \L�f
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(P201.7 EASTERN METAL StippLy, INC
BERT' Alt WA
Accordion Shutter System
RV. Bl.AN #1 W/ OR W/O RV. WINIM RADE
ICV. NJ D �FMOH UATj DRAWN BY: LC.
I OLD 15-085 WE- 07/27/17
—DRAWING No
1 4 t -- 17-107 :1
SCHEDULE 1
MAXIMUM SHUTTER SPAN* "L+' OR '.—L-
(-it.)- FOR INSTALLATIONS W/ -SYMMETRICAL
CIENTERIMATES - & or or
V// ONE H_V. LOCK or @ or or
HD LOCK (9 Wl NO LOCKING RODS or
CENTERMM@ 28@ 29 W/ ONE
Fo"r-'LOCK 30 W/TWO UXONG
RODS 35 TOP &_ BOTTOM 111SEE
mwwm
I CONAREJ 111DOJWSTALLATIONS 0
WALL MOUNTjf4G
FLOOR/CEILING
MOUNTING
L + (it)
L
- —0)
L� (q)
L - III)
30 OR LES
35
7175
�_211 &I - 'o.
40
3� .0.
L 2
1 13 -10"
1 -2'
T_
15'-2'
45
13 - 1.
14'-3-
50
55
11,
12 11_
60
�
'- "
I V -7'
65
_�-f
7L
70
10'-6'
10'-6'
1 D'-9"
I 1'-S"
75
16-1-
10--l-
.1 0�-4-
11'-1-
80
9--10-
9--lo.
10,-0,
1 -g"
85
—
91 -6.
W-61
91 -a.
T07 5-
90
9'-3"
9,-3"
3 :-5.
9-10
160
-T
105
-7.
7'- 11'
81-Ir j
110
W-4'
7 1 -7*
8'-7-
9*-2-
115
W-2-
V�3'
11 -
120
8�0_
6'- 1 V
8'-2-
8--g-
T-10-
V-8-
W-0-
8'-5-
130
7--S"
6-
7'::10)-
+8 1 -1 .
135
61 .
7 , -9�
�r_g_
140
7'-S"
5'- 1
7'-6-
145
7-3-
ISO
V-2-
5-
1555
7--o-
5"
5--11-
5.-2.
7'- 1"
6'-7"
165
al-lo"
5*-1"
7'-,0'
170
61-9"
4.:: �1
�;l I--
175
91
ISO
5_6 1
4.-B.
61_8�
5' 0"
'
185
6'-5-
4'-6- -
_6�
6-7-
5. -8.
1�i()
E'-4-
—6 -6
-6
195
6--3-
7-3-
V-s"
!j7_-5-
200
V-2-
Z-2-
6�-4-
V-3-
205,
6.-v
1-
6-13-
SCHEOULE 42
MAXIMUM SHUTTER SPAN* "L+'
OR -L-- (ft.) FOR
INSTALLATIONS
D w'd"r
ONE HV ROCK or @I or
or 6 ,
W1 NO bOCKING RODS; 6
(SEE NOTES t tt)
AZD. I)EPW
MMMURE
My=
It M -)
CONCRETE & WOOD
INENAATIONS
%VAU. MOUtMrIG
& .
FLOOR/CDLING MOUNTING
_____T_
L f (91
1 - (R)
30
161-0.
1 16,
35
14�-
40
13'-10
45
50
12'-5*
519
IV-1011
60
TI 44"_'O
TI'
I V-4"
65
O._ID_
IV-10,
70
75
80
85
V-8"
90'
95
9,-a"
81-9.
100
W-9.
81-4.
105
8'-7-
7'-11 -
110
7'-7"
NC-5"
its
120
125
130
7--s-
135
-7-
t40
7'-5
145
T-37
V-9-
ISO
7'-2-
7 '_2'
V-7'
7'
155
71-0,
5,_,5"
T-5-
160
V-11-
5'-2-
165
6'- 10'
V-1-
17"
6' -9.
4'- 11"
17-9
-7*
41-9.
180
61 6 _
-6.
!6'-.2-
15-
4'-8-
185
6. 5 _
-5.
4!-6"
19D
V-4'
4'-5-
195
6'�3-
4'-3-
200
4'-2-
�W'jkI I
SCHEDULE #3
AXIMUM SHUTTER
SPAN* "L+"
R 1-0 (ft) INSTALLATIONS
5MMErRICAL
CENTER
& &21 W/ ONE
HV LOCKS
OR
W1 NO
LOCKING
ODS (p
(VAUD FOR MOUNTING
SHEET 7)
PAMMM
tONCRETE
�.M UMCH
INSTALLATioNs
PRESSURE
W=
FUIC;R/QE.IUNG MDUNTING
(P-f.)
.
OR
I+ M
FLOORIWALL
MOUNTING
L + (a)
I L - (F4
30
35
5
40
14 -2-
-2'
45
.50
12-3
13 -1"
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HV CORNER CENTERMATE P MAY BE USED AT ALL
MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS
SHALL BE AS INDICATED ON MANDATORY CONDITION #2
NOTE 95, SHEET 5. 1
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SPAN "Lf OR 'L-' AND Wnum Asa rESING
PRESSURE RAMNG FOR INSTALLATIONS INTO CONCRETE
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I- CONNECTIONS TO KEYSTONE MOUNTING
LIMITED TO +64,-72 P-s.f- AND W-O" SPAN, SEE
MOUNTING @ON SHEET 7.
5EPARATION-JO GLASS SCHEDULE
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FLORIDA Lit. .4 44167
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American Shutter Systems
Associction, Inc.
4268 Westroads Drive
West Palm Beach, FL 33407
(1) L+: MAXIMUM ALL40VVABLE SPAN FOR A GIVEN
POSITIVE A.S.D. DESIGN PRESSURE RATING.
L-: MAX. ALLMNABLE SPAN FOR A� GIVEN NEGATIVE
A.S.D. DESIGN PRESSURE RATING,
(2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOP,
WALL MOUNTINGS (TOPIBOTTOM) OR FLOOR/CaLING:
GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING.
DETERMINE MAXIMUM SPAN "L+' FROM SCHEDULE.
GIVEN A NEGATIVE A.S-D. DESIGN PRESSURE RATING.
DETERMINE MAXIMUM -SPAN "L-' FROM SCHEDULE,
FINAL MAXIMUM ALLOWABLE SPAN' IS EQUAL TO THE
MINNUM DETERMINED SPAN BETWEEN �L+' AND 'L-'.
(3) PROCEDURE To DETERMINE MAXIMUM SPAN FOR
COMBINATIONS IN BETWEEN WALL MOUNTINGS
W/ FLQOR/CEImNG MOUNTINGS!
FOR A GNIEN POSITIVE A.S.D. DESIGN PRESSURE
RATING:
DETERMINE:
LI+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS.
L2+= MAX..SPAN FOR FLOOR/CEIUNG MOUNTING
INSTALLATIONS.
FOR A GIVEN NEGATIVE A.S-D. DESIGN PRESSURE
RATING-.
DETERMINE-
LI MAX. SPAN FOR WALL MOUNTING INSTALLATIONS.
L2 MAX. SPAN FOR FLOOR/CEiLING MOUNTING
INSTALLATIONS.
FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE
MINIMUM BETWEEN 'LI+`, `L2+', AND -U-'
(4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM
ALLOWABLE SPAN AND NEGATIVE.A.S.O. DESIGN -
PRESSURE RATING To DETERMINE MAXIMUM ANCHOR
Velociti, Hurricane
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71"wmm mop% 517"
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TUIT TESITNG & ENGINEERfNG COMPANY
S. FLORIDA 33
6355 NA -%M St- St.. 325. MRGM DARDEN
Phone : (305)871-1530 . Fox : (305)B7t-Ml
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4268 Westroads Drive
Wes" Palm Bea-ch, FL 33407
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- 1/4"D x 3/4' ALL Paitrrs SOLID -SET ANCHORS, AS DISTRIBUTED By ALL POINTS SCRZj, SOLT ik SPECIALTY COMPANY. (N,. = 3 ksl
1/4�O BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT. INC, (MIR. f'c - 2 kI)
- 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED By POWERS FASTENERS. INC., AND DISTRIBUTED BY ALL POINTS SCREW, BOLT &,SPECIALTY
COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SySTF
(MiM f'c = 3 ksi) _MS ASSOCIATION, INC.
NOTES�
A-1) MINIMUM EMBEDMENT INTO POURED C014CRETE OF 1ArC0N CR TAPCGN WITH ADVANCED THREAGPORM -TECHNOLOGY ANCHORS AND TWPERt
ANCHORS 'IS 1 -3/4 - AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2-.
A-2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4" ALL POINTS SOUG-sEr ANCHORS SMALL BE 7/a- ONTO THE POURED CONIcRETE.
INTO STUCCO SMALL BE PERMITTED. 1/4-g-2o S.S. NO EMBEDMENT
- MINIMUM FOR WALLS WITH NO STUCCO. /2" LONG MINIMUM SHOULE) STUCCO
EXIST. AND I MACHINE SCREW USED SHALL BE I I
A-3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR,
ANCHORS SMALL BE L014G ENOUGH TO REACH THE KkAIN STRUCTURE BEHIND SAID WALL FINISHES. ANCHORAGE SMALL BE AS INDICATED ON
NOTES P-1) & A-2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WTTH OR WITHOUT' IIIETAL STUDS CONSULT THIS ENGINEER. FOR
INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 201
TO EXISTING CONCRETE BLOCK: (ASTPA C-90)
1/4'0 TAPCON.OR TAPCON I V ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFA_-TURFD BY I.T.W. BUILDEX.
1/4"0 x 3/4- ALL POINTS SPLID--5Ey ANCHORS. AS DISTRIBUTED By ALL POINTS SCREW. 13OLl & SPECIALTY COMPANY
1/4 0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS GRECO. INC.
1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW. BOLT & SPECIALTY
COMPANY OR ANY OTHER APPROVED LICENSED OR AUTIMORIZED VENDOR REGISTERED WITH THE Ait TT5R ST OA
EFIcAN SHU Sy EMS ASSOC TION, INC.
NOTES!
B-1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON. BLUE TAP VI/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4 T C N
WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. " AID AP 0
B-2) MINIMUM EMBEDMENT OF 1/4�0 x �/4!' ALL POINTS SDLID-SET ANCHORS SHALL BE ENTRELY DASEDDED INTO THE CONCRETE BLOCK NO
EMBEDMENT INTO STUCCO SMALL BE PERMITTED. 1/4� 0-20 S.S. MACHINE SCREW USED SMALL BE 1 1/2' LONG MINIMUM SHOMD STUCCO
EXIST- AND 1' MINIMUM FOR WALLS WtTH NO STUCCO.
B-3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS OR ANY VENEER BE FOUND ON THE ExjSrnNG WALL OR FLOCR.
ANCHORS SMA' L 13E LONG Q40UCH TO REACH THE: MAIN STRUCTURE 19EHIND SAID WALL FINISHES. ANCHORAGE SHALL BE AS INDICATED 014
NOTES B-1) & e.2) A130VF FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WiTMoUT METAL STUDS CONSULT THIS ENGINEER.
FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20.
(C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.
(D) SEE SCHEDULE BELOW FOR FOr.1' tr n I 1.Z' 11 ��I A-1 �
EDqE DISTANCE VERSUS SPACAW SCHEOLUr EO-9 ANGHORS-
OOAXIMUM ANCHOR SPACINGS ARE VAUD FCR EDGE DISTANCES INDICATED BELOW. FOR E. D. LESS THAN THE INDICATED. REDUCE ANCHOR SPACING
By I"ULTIFLYING SPACING SHOWN ON SCHEDULE By THE FOLLOWING FACTORS,
REDUCED SPACING OBTAINED USING FACTOR SMALL NOT BE LESS THAN MINIMUM S;'AaNG INDICATED FOR EACH ANCHOR 'TYPE.
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TILLIT TESTING & ENGINEERING COMPANY
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6Z55 N-W- 36th- St- Std- 3G5. VIRGINIA CARD-DIS, FLORIDA 33
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ON SHEET 13
1 0 VALID ONLY FOR & TO +70, -75
PSF A.S.D DESIGN PRESSURE
RATING & FOR SPANS PER
SCHEDULE #3. SHEET 11
10 HV BLADE ONLY.
A.S.S.A.
American Shutter Systems
Association, Inc.
4268 Westroads Drive
West Polm Beach, FL 33407
CODE(Non High Velocity Hurricane Zon
02017 E&STERN METAL SUPPLY,
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SEE UMITAnDNS OF LISS FOR
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4 NOTES ON ANCHORS REQUIREMENTS, WOOD SU89TRATES
1. MCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS:
3- SUBSMTE SHN-L CONSIST OF THE FOLLOWING:
-SOUTHERN PINE NO- 2 W1 G=O-55 (N.D.S)
- 1/4'0 TAPCON ANCHORS,.AS IAANUFACVURED BY I.T.W. BOLVEX W/ klINWUM E)JEWMENT AS INDICATED AT -DOUGLAS FIR W1 (3�0.50 (IL6.S.)
EACH SECRON ON SHEETS 16 & T7.
EXCEPTION. SEE NOTE 2 BELOW.
-SPRUCE FINE FIR NORTH W/ G=0.43 (N.D.S.)
-sprucE FINE FTR SOUTH wl G-6ze (N.B.&)
2- ANCHORS TO HOLION CEIUNG SHALL BE AS PER M.OUNTINIG ME U, SHEEy 17
LAO SCREWS AS PER NDS 2045 SPECIFICATIONS,
AND SHALL CONSIST OF -MIN, 1/2- CDk PLYWOOD (1986 APA)
4- ANCHORS SHALL K INSTALLED FOLLOWING ALL OF THE: RECOL4MENDATIQNS AND SPECpIcAMONS OF 'rHE
ANCHOR'S WNUFACTUREN,
@2017 EASTERN METAL SUPPLY, INC.
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fA "RDENS. FLORIDA I PL/�27/11 DAW- 07/27/17
Phone : (.305)871-153o . Po� : (305)871-1531 4268 Westroads Drive 2
Association, Inc. — 6E0 1!70085���7/2711
6355 N.W. 36th. St. 331a
............ e-mol; tat"Gea.wna West PaIrm Beach, FL 334D7 3 DRAWING No
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LEXISTING MIN- 2"W STUDS @ 16' O.C. MAX� REO'D.
PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE
WITH SECTION 2308 OF THE P A �
IV4'0 TAPCON OR
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PCON W1114 ADVANCED THREADFORM TECHNOLOGY
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02017 EASTERN METAi SUPPLY. INC.
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OF THREADED AREA TO 1L. Vl/=�820;IU/S4S S.9. OF EXISTING WOW BEAM
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myour, 64 MUS 13E INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF
'y
CeNTERIA E-
EL (A) MV WNDOW BLADE @ SHALL ONLY ALLOW A MMUM OF 5 OPENINGS
(rO HOLES) FOR 8-PER�EILAW AT SPACINGS SHOWN ON SHEET 4-
CLEARANCE TOP OR BOTTOM EDGE OF KV WINDOW BLADE a,
R. SRALL BE W.
OF Ate 5'f IHOLE FOM
(C) FIRST OR L%T BLADE COMING OUT FROM STARTERS At ENDS WAY BE KV
WIN13OW SLADE (19
(0) HV VMMW BLADE'@ MUST BE USED ALTERNATE TO A SOLID 11V ELQE(D
THROUGHOUT SHUTFER'S WIDTH.
(E) CEMERMATES SHALL ALWA'YS K INSTALLED ADJACENT M A SOLID IN
SLAM UIAT ETCHER SIDE OF THM.
0� POLYCAPSONATE HV WINDOW SHALL BE INSTALLED -So TFA TABS FACE
THE INTERIOR. OF THE OPENING BEING PROTECTED. W WIMVQw Ij� UuST BE
ONLY'INSTAULED MID LOCKED USING A W SETTING TOOL PROVIDED BY ASSA,
INC.
E SEE ANCHOR SPACING SCHEDULE FOR LNSTALLAMONS'LM WOOD FRAME
BUiLMGS ON SHEET 15. AS LIMITED By SPAN AND DESIGN LOAD (SEE MOMS
1 & 2 ABOVE).
7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS. INTO POURED
CONCRETE OR CONCRETE BLOCK WALL ON SHEETS; 12 & IS AS LIMITED BY
SPAN AND DESIGN LOAD (SEE NOTES I & 2, ASCvE).
B. MINIMUM SEPARATON TO GLASS SCHEDULE, PER ASUA E-1996:
'VAND ZONE 1AINIMULA SEPARATION TO GLASS
I THRU 3 1
4
AwwSwSuAw
American Shuffer Systems
Association, Ind.
4268 Westroads Drive
West Palm Beach. FL 33407
2017 EASTERN MIETAL. SUPPiY, INC.
Accordion Shutter System
KV. MAX #1 W/ OR W/P KV. WWN MAX
AWING No
17-107
6*X 1 1/2*x 0.0-35- THICK
Min. AMU A-6W GRADE 4o
Hit). D-60 rAm STEEL
MUAL SWDS AT 16' D.C.
Ci C,
— — — TLL
Z�-1 -3/4'x 6 1/4-k 0.05- n-n� Mq� I 43c a
CONT MV. STEEL TRACK* =CMlVML, a 6- 0 ir Q.0
ASTM.A-053 GRADE 40 V� q-6o
GALVA.MrLEX) FASTENED TO STAiDS
W/ (2 FINISH
,NTM( ) lxlt� MC SCREWS 0 1 N I ZMG CABLE
)R
Zr EXTERICR. FACE I
eASMG GLASS MIN. SEPARATION
To GLASS
(SEE SCHEDULE)
1. 6 1/4 . a EXISTING FINF
QL I= THICK ML� I
GALV� CHANNEi� AS APPLICABI
�-653 GRADE 40 trm. C-60
TZED FASTENED TO STUDS f
iaxlj'r TEK SCRE&S ON 43c
R & EXTERIOR FACE'
a 6" 0
,6-x I I/VA 0�035" THICK
Wn- ASIM A�653 GRADE 44
Wn. G-6D GA_IV. STEEL
METAL STUDS AT 16" 04�
(Cont.)
0
9
GENE MgZQNS AND CONDMONS- -OF USE
ROR 13ERTHA QXW BLADE-ACCORDI N SHUTTER
SYMM IbISIALLATION !Q.METAL Mf) WALLS
I - MAX. ASj). DESIGN PRESSURE R�TING: 4-75, — 75 (psf)
2- MAX SHUTTER SPM: 84"
3- ALLOWED MOUNTING: (�) ON THIS SHEET.
4. ONLY.. ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED
WITH 1 ARRANGED A Sy METRICAL LAYbUT.,
USE 0 (2) v
LONG. MINIMUM) MUST ALWAYS f3E
INCLUDED AT XTERIQR--OR INTERIOR ACCESS S115E OF
CENTERMATE.
PLADE SLACKK_DErAtL 14VF IS ALSO VALID FOR.
CENTERMATE (D APPLICATION WITH 13LADE
WALL 14EADER SILL INSTALLATION
-- — ------ iEXISTING GLASS
SYMMETWYCAL
b 4.5
CENTERMATES WZ"'
0..
1/4"
1/2.
(6" Min.)
SYMMETRYCAL
INTERIOR ACCESS SIDE:-4.
Min.)
HVB BLADE SLA K DUAIL HVE hVC
A. 02017 TtLTECO, INC-
%
TILLIT TESTING & ENGINEERING COMPANY
62155 MIT. 35th.. $t� St� 305, VIROM GMDM FLOR& 33
OD0371-153D . F= : 1305)871-1531
".. 0 . III
WALTER A- TlUff Jr. P.E.
A Fl-ORVA IJ� f 44167
2.OW Mox,
-O.Da3- 7 T-
!M-@ NOWNAt
ALUMINUM.SILIZEYE
606-3—T5 AILLOY
0
SEPARATION To GLASS SCHEDULE
Max,
WIND ZONE MINIMUM
ASM E�1996 SERAPATION
TO GU6S
I THRU 3. 1.
4 4.
tAi5TING FINISH AS APPI-IrASLE
(Tm Top a BOTT01,4)
M.114. SEPARATION VARV
TO GLASS 2w
(SEE SCHEDULE) Mw
IN
6 1/2" MAX SLACK
AwSwSwAa
American Shutter Systems
Association, Inc.
4268 Westroads Drive
West PaIrn Beach, FL 33407
Tn'�e4
+
1/4-0-20X3" BQQT
MUST PENEMTE @� I-
.. �1.37.3'1
-250 --jLo50-
g
"1/4'o-20 TH9EADS
4C) 1/4"0 ELCO CON
� STgUCTI()N
PRODUCTS FAB-IPIK HD
COMPONENTS
SCALE: 1,1
I 3/4"x 6 ?/4*x 0.035' THICK Min.
,0OW- DALV- STEEL TRACK CHANNEL
�ASTM A,-653 GRADE 40 Min. G�60
lj GALVANIZED FASTENED TO STUDS
J %'// C2) 00/2' TEK SGREWS ON
PCIERIOR & EXTERIOR FACE
Fhl HEADER/SleENDs L vjEw y
SIDE CONNECTION TO TRACK
EASTERN METAL SuppLy,
Accordion
RV. -RADE #1 W/ OR I
I
IF% 9-5 VTM
[utter System
Kv. WNDOW EIIADE
! :3 i - I IDRAWING No
[ 4 1— 1 1 17-107