HomeMy WebLinkAboutSET UP-INSTALLATION�3ENERAL NOJES.
BERTHA TAN. ACCORDION SHUTTER SYSTEll SHOWN ON THIS PRODUCT EYALUADON DOCUMENT (R.E.D.) HAS BEEN WERIrED P.R COMPLIANCE IN ACCORDANCE WITH GTE 2D17 (611T EMOR) OF ME FLOFDA
ED [MING CODE. IS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTA�El) AT ITIGH MOCITY HURRICANE ZONES.
DESIGN WHO LOADS SHALL BE DETERMINED AS PER SECTION 1020 OF THE ABOYT MENTIONED MOE. FOR � SARC WIND SPEED RECURRED BY ME ,UR,SDRCTM "ME sTARNERT, WILL
BE INSIM-C) "M A DIRECTIONATURY FACTOR -G-OS5. USING ASCE 7-10 AND SHALL NOT ERCEED ME MA)LMUM NStj DESIGN IREEDEL)M TRATIT., INDICATED
ON SHEETS I I THRU 15. 19 & 20.
IN ORDER TO YERIFY RIC ABOYE CONDITION. ULTIMATE DESIGN No LOANS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASB. DESIGN WIND LOADS
BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAY. (A.SG) DESIGN PRESSURE RATINGS NOICATED ON SHEETS I I THRU 15. 19 & 20.
W MOM TO YERIFY THAT COMPONENTS AND ANCHORS ON THIS Ptb.. RE, TESTED WERE NOT BYER STRESSED. A M % INCREASE IN ALLDWASTE STRESS RUN YANG LEADS WAS 'm USED 11 THEIR
ANAEYSIS . HOWERTER, A WIND CURTABON FACTOR W-1.60 WAS USED FOR RMIRCXnbN OF FASIMERS IN v.000,
STRINA MV� ACCORDION SHUTTER SRSTEM'S ADECTUACY FOR WIND AND LARGE
AM REPORTS, MISSILE IMPACT LOAD HAS BEEN YERINED IN ACCORDANCt WITH SECTION 1609.1.2 OF THE ABO� MENTIONED CODE AS PER
Aft -ACE (D 10211.01-03. 00715.01-03. JIM..01-05, 11214.01-0.1, INUT17-02-06, 10609-01-10 AND 1021OOl- AS PER TAS-201. TAS-202 AND TAS-203 PROTOCOLS D AST. E-1886
AND E-1996 STMEARDS (MIMT.E LINE. D. WHO ZONES 1. 2 1 3) 1 01220.01-10 AS PER GAS 201, 205 � 203 PRIN"WOLS LARGE MISSILE.
-HY WINDOW MADE 0 1OW501-11 AS PER ASIM I-IMI AND E-1996 (.WLE LEYEl- 0. NG ZONES I- 1- 3) BASIC PROMMON ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL
2. W GLADE () ANN HY WINDOW MADE (3 ME EIIIA1111 I WORK IN UNISON MTN EACH OMER UNDER THE GENERAL UNITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19
3. STERIH� N.Y. ACCORDION PINS (HY, SCHMS). USED AT AM, KNUCKLE MD FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 1111.2.75' AND 114.175' RESPECTNELl. 110-1 MINIMUM SE.
STAINLESS STEEL SMEWS MTN 135 0 HIT MULD STRENGTH AND 1&0 W TENSILE STRENGTH. PINS SHALL BE COATED WON BEST. No CAMBSTLELD COMN6 �Ell AS RANDWACTURED BY APIROYINCS
COMING APPLICATORS. REGISTERED WITH ANERCM SIDATTER SYSTEMS ASSOCIAMON. PINS RINEY BEAft ME - TNNAMG ON THEIR M.
4. ALL AkUMNUM EYTRLSIONS SHxU_ BE 4UN,RR4 ALTO, Me m,pM AS INDICATED ON SHEETS 2 ME 3. `GHLUY YELD STRENGTH 'OR 5D63-M ALLEY 6 30.0 , Me ,,.7 H, FOR
6005-Ts ALLOY.
5. ALL SCREWIL TO BE STAINLESS STEEL 304 OR 316 AIS1 SERIES CA CORROSION RESISTANT COATED CARBON SMOT, AS PER DIN SWIG WITH 50 MH MIN. YIELD SIBEII971H AND 91 Wi .11. TENSILE SIR
AND SHAU COMPLY R/ FLORIDA BUILDING CODE SHVM 211 ENGTH.
6. SOLIS 70 BE ASM A-W7 M'A`RZM SMOL. OR ATS' 304 OR 316 SERIES STADIUMS STEEL "N'T � 16 MINIMUM 'EUD STREAGM
7. SEE ME FOLLOWING SHEETS FBI ANGKOR SPECIFICATIONS: HY BUCE 12.13.14.15 ME 20
W STATE () WORKING IN INISOH: 12. 13 A 15
S. THIS BERTHIT N.Y. A=GPDION SHUTTER SYSTEM BURS A US, PATENT 16779.582. COMPONENTS Cr INS APPRONAL ME COARED, IT "HOLE OR IN PART BY U.S. PATENT 15'.M.179 ISSUED TO EASTERN
METAL SUPPLY, INC.
9. a SHALL BE THE RESIONSIBABY 01 TIM CONTRACTOR TO YERIFY ME ROUNDNESS OF ME STRUCTURE WNERIE SHUTTER 6 TO BE �MWGTTRED To INSURE PROPER ANC�MAGZ, MIRM,,M, To SE,,/C,,_X
ALL SHUTTER COMPONENT OWES WMCN MARK. IN" FASTENING 11 CONTINUOUS BOMACT YMN ME EDITORS To PREENT WRO/,KH INTRUSION
10. EACH UNIT MUST BEAR PERMANENT LABEL IN A� ,,LE P"CE MITI WARNING NOTE' DURING PERIODS OF HURRICANE WARNINGS HORE OMER, TENANT. OR CRIME, MUST PROPERLY CLOSE 41 W AND M
CEMM.AlM ME ENGAGE OR LCXCI( ALL BY AND NO LOCKS.
11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY MSMUE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE M SECTION 1709.1.1 11 Bell, ,MTKNC CODE. ONE LABEL SHALL BE
PLACED FOR BTRY OPENING. LABELING TO COMPTU, MM SECTION 170.9.2 OF WE FIXTREM, BUILDING COGE.
12. FORM NIV. ACCORDION SHUTTER SYSTEM S INSTAMATION SHALL COMPLY MUNT SPECS INDICATED IN THIS DRARYNG PLUS ANY BUILDING AND ZONING RCCULLATIONS PROADIX) BY THE JURISCATCrom WHERE
PERMIT 15 APPIJEO M
13, (0) MIS P.rD PREPARED By MIS ENGINEER IS GENERIC AND WES HOT PROMOC INIORNAMN FOR A STIR SPECIFIC PROJECT. T., �FFE TIC SITE CoNDRIONS DCAAZ MGM THE PlO.
(b) CONTRACTOR TO BE RESPONSIBLE TOW ME SELECTION. PURCNASE AHD INSTAUMON INCLUDING UPE SAFETY of MIS PRODUCT. BASED ON THIS P.E.D., PRGYVG TISNE DOM NOT DEMME FROM
ME CONDIM� DETAILED ON THIS DOCUMENT. GM,RUCW, SAFETY At SPITE IS � GMR,ICTM'S
I.) THIS P.C.A. WILL BE CONSIDERID WALTO 11 RIFERED BY MY MEANS.
(d) SITE SPECIFIC PROLECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER 09 ARCHITECT WHICH MILL BECOME 'HE ENGINEER OF RECORD (TOP.) FOR ME PROJECT MD WHO WILL BE
RESPONSIBLE FOR IKE PROPER USC 01 THE P.Lc ENGNEER OF RECORD. ACTING AS � DELEGATED ENGINEER TO THE M.Ek. ENGWEER
BITTER. SHALL SUBMIT 70 THIS I -AFTER ME SIM SPECIFIC DRAWINGS FOR
(e) ORIGINAL F.E.D. -SHALL BEAR IKE GATIE AND ORKMAL SIJI- AND SIGNATURE Of ME PROFESSIONAL ENGINEER U RECORD THAT PRTRAR, IT.
TAKE OF CONTENTS
GENERAL NOTIM
SHED I
SYSTEM COMPONENTS 1-20
SKEET 2
SYSTEM COMPONENTS 21-37
STEU J
TYPICAL STNITER ASSEMBLY 28-44
SHEET 4
TYPICAL WINDOW STANCE & WINDOW DETAM
AREA 2- HV III Anr (1"2 ANQ Ely WINDOW
RI ADF
(WHESE APPI CABI.Q
TYPICAL SHUTTER ElEYATION 4 MOMS ON LOCKS
SHEET 5
INSTALLADON DETAILS A-F. WNCRETE18LOCX
SHECT 6
INSTALLATION CURLS G-M. COMMEMIGUOICK
SKEET 7
CEATERMATE DETAILS NY
SHEET 8
CENTERIATIM ALIERFULNURT DETAILS MY
SKEET 9
END CONNECIHOM (MINUS 1-6. CONCREM.1G,GCX
SHSET 10
M"IMUM SPAN TAJBLES
SHEET. I I
ANCHOR SCIIEDULE- CONCRETE & BLOCK
SHM 12
ANCHOR SCIMDLAX- CONCRETE & BLOCK
SHEET 13
ANCHOR SCHOULE- CONCRETE & BLOCK
SKEET 14
ANCHOR SCHEODLE- YMOD
SHEV To
INSTALLATION DETIAMLS M-R, MOM
SHEET 16
INSTALLATION DETAILS S-X. MOOD
SHECT 17
E14D CONNECTION OVALS 7-12 & X� RMOD
SHEET 18
AREA 3, HV WINDOW RI ADF A ONI Y
TYPICAL SHUTTER ELEYATION SHEET 19
ASEA !I- HV WINDOW III ADE (11) ON
NSTALLATON INTIAL.S. METAI SFUD WALLS SLEET 20
THIS DRAWING SHALL ONLY BE USED TO
OBTAIN PERMITS IN THE STATE OF FLORIDA
SCANNED
BY.
St. Lucie County
v
02017 TIFECO. I.,
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ZTMILE
A.S.S.A.
American ShUffer Systems
Association. Inc.
4268 WC.(,..-. __
WeSt POINT BCOGTH, FL 33407
Q2017 EASTERN METAL SUPPLY. INC.
THA HVT,
Accordion Shutter System
RV- SAX #1 W/ M W10 KV. WINDOW MADE
TIMUT TESTING & ENGINEERINO COMPANY
"o, NN P, MN' MI& I% "'Too. .. .1.
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1
UNDER US PATENT #
DNS OF USE OF BLADE @ ON SHEET 19
6063-T6 ALLOY AND TEMPER
671* 2 22V__�
M. ... .... . .................
-2 .1 1 DOW
I 06HV ADJ. FLOOR TRACK
OUALIFFED FOR USE %V/ Mv
BLADE �-ll
6063-T6 ALLOT AMID TEMPER
Ow
-5—KIL'od" L- AGs"
4�i Hv CEILING HEADER
C&UED FOR USE W/ W BLADE I)ONLY.
SEE SECTIONS FOR VAUDI�pl
6063-T6 ALLOY AND TEMPER
06, SIDE ANGLE
OUALIFIED FOR USE w/ Hv
Rt-ADE l)
6063- T6 ALLOY AIN-D TEMPER
o
(-3`11Y—MIYERSAL FLOATER
QUALIFIED FOR USE %V/ HV SLADEf-11
6005-75 ALLOY AND TEPPER-
3 2W 1 5Or
(.'7)JHIIIV ADJ. ADAPTER WAIP
OUALIFIED FOR USE V,'/ W
BLADE(D
6063-T6 ALLOY AND TEMPER
8V HEADER/Slit
CUALIFI-D FOR USE %y W Ell-ADE (DIONLY
6063-T6 ALLO AND TEMPER
ALUMINUM ANGLES
OUALIFIED FG1, USE ly/ W
BLADE I'ONLY.
6063-T6 ALLOY AND TEMPER
6063-T6 ALLOY PAb TEMPER
('13)HV WALK -OVER TRACK
GUAINFIED FOR. USE vil HV
BLADE
6D63-T6 ALLOY &D TEMPER
OUALIFIED FOR USE N1 W
SEE SECTIONS FOR IAL
6063-76 ALLOY A14D TEM
2-
S' 0.192- 0.192-
2.5'
7' MAX. 0. 1 N' 0. 190-
5063-T6
2.979-
1112,"
(s)HY JEENCH TRACK
QUAUHCO FOR USE Vil MV
BLADE (_-1 ONLY.
6063-76 ALLOY AND TEMPER
UAlI*EO �FOR USE W/ .1
BILADECI,ONLY.
6063-T6 ALLOY AND TEMP
y 't
(20 COMER POST
GUALIFIED FOR USE Vl/ Hv
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6063-T6 ALLOY AND TEMPER
USE w/
AND TE.PER
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see:
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A.S.&A.
American Shuffer Systems
Association. Inc.
4268 WeDtmcd.
W-st POJr, Be.chp FL 33407
V7017 EASTERN METAL, SUP fty, INC.
-ff-ERTHAHWA
Accordion Shutter System
N.V. RAM #1 W/ OR W/o N.V. RAM
TILLIT TESTING & ENGINEERING COMPANY
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FORXSE W1 HV I
6063-T6 ALLOY AND
P�N
'i�7) LOCKER FOR -T- LOCK crNTFRMATF
CUAUFIED FOR USE W/ HV FILLADErl')ONLY
6063-76 ALLOV AND TEMPER-'
lo, I
4
41
HD CENTERMAT W/ No LQCKING goo ls�z
QUALIFIED FOR USE %'-'/ HV 61-ADE(S&
6063-T6 ALLOY AND TEMPER
Z15,
AUrlED FOR USE W1 W
6065-16 ALLOY AND 11
�S r
_ )IT
j! )INSTAULATION �111.
_— 4slo'
"IL -LOCK 9ENT&RMATE
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ALLOY AND TEMPER )ONLY (29
6063-T6 ALLOY AND TEMPER
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MY LOCK
L12C OUA`NP'Dff.R USE W/ W.,
8LkDE V ONLY.
HV FEMALE "T" LOCK CENTERMATE
CU�FJED FOR USE VVI W S(.ADE(`TTONLy
6063-T6 ALLOY AND TEMPER'
` 4o
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T
OR USE VVZ, HV rIA!
6063 To ALLOY NO T
OUAUFTE1 FIR �UIEW� IT, ii,11C,
EMPER
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TILLIT TESTING & ENGINEERING COMPANY
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CA u..
TLC,
Is
HV EGRESS LOCK
QUALIFIED FOR USE A-/ W
BLADE CI & d3 ONLY,
No,
PLISN" "'A"
iL
1/4"0-20 3/4" INFORE RoIETXG
Is. THUM BSCREW 1/4"0-20 RIVNIIT-
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%,I/HV GLADE GV ONLY. BLADE T ONLY.
0 875- No.
1 125' 'j—
rj
k, 111MI,
(R HO LOCK
Sv RECENT HARDWARE PAORnSE LOCsS SER,LS
OUALIFiED FOP. USE V/ HV SLAD
A.S.SEAS
American Shufier Sy,f,m,
Assoclaflon, Inc.
DN�e
4268 Westroods
West P-Im Reach. FL 33407
2017
NCOX SOLT LOCI
& 5�,
xity Hurr;cans
V� SUPPLY. INC.
ACCOrdloll Shutter System
KV. B-ADE #1 W/ OR WIO RV. VANDOW MADE
CAR 'L H
-A'N - L
DRAWING No
SHUTTER ASSEMBLY SCHEDULE FOR
HV (J� HV Q
(D
W BLADE I
HV BtADE IA
HV LONG RECESSED NYLON BUSHING
HV SHORT RECESSED NYLON GUSHING
HV MON HAT WASHER
HV WHEEL CARRIAGE MST 302-303 SERIES
C 870"-3/16- MICK NYLCN WHEEL.
D.188"O AISI 302 SERIES S.S. RIVETS
@4
HV 1 3/4" ACCORDION PIN W/ #8 HEAD
AV 2 3/4� �CCORDION PIN W/ �t8 HEAIJ��
POLYCARBONATE -IMPAC7 RESISTANT NV WINDOW
IMEEMEHIS AT EXTERIOR BLADE KNUCKIF FOR
(1) HV PIN SHALL ALWAYS
BE USED AT ALL EXTERIOR
Borrokl, KNUCKLES OF HV ACCORDION SYSTCM W1 HV(D OR
HV (9 BLADE.
,,@QAL 58U]:[ER ASSEMBLY
(2) VIV PIN (9 MAY OF USED IN UEU rF 0 AND ONLY AT &
EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SySrEM W/ Hv(D
BLADE WHEN CORRESPONDING TO INSTALL-ATION "Il". SHEET 7.
ti,
SHALL BE USED FOR DIRECT VOUNT IN TALLATION PER DETAIL X,
(3) HV PIN @ OR @ W/ 1/2" 0.0� I 'l 6" THICK S.S. WASHER
SHEET (9
PEEL CARRIAGE DETAIL
. s
T
AP5011ILY LAYOUT
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KNUCKLE
(M)
2
EXTERIOR
, 3
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TYPICAL HV WINDOW B�ftUNn
EOL)�QARLAJPIAlt HV WI t I
.o'tK MA "VILON 3103 POLYCARBON,
CE RESINS . UV—STABIUZED GRADE SAINC
INNOVATIVE PLASTIC LEXAN IC3 RESIN
(SEE NOTE "I" ON SHEET 19). 1
POLYCARSONAT S FOP 4
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American Shutter Systems
Assoclo Ton, Ing.
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4268 W..r.2 , D,We
WotH P.IrT 81.olh, FL 33407
E4
07017 TERN UET& SUit4,Ly. INC.
BERTH HVTM
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AccordiontAShutter System
V. RACE #1 W OR W/O H.V. WINDOW BLADE
ADOW DE
or.
p
Ir
TILLIT TESTING & ENGINEER ING COMPANY
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CONNECTION
0 CT�ls ON
SHEETS 10 &
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7; -13-g-g
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A,
'119IIES ON HV LOCKS ANQ �XISIERIAATIES
1 - M� QWDM9lJ III: ONE W LOCK qj Ct P SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN
OR - F SHUTTER SPAN FOR SPANS UP TO 105-. AND FOR INIIA
12 1 ME OR -V GY �4
LOOK .1 9PMA BE USED AS AN 114SIDE OR OUTSIDE LOCK, ATTACHED TO , 'INS AT ANY
CEUTERMATES4. M) OR #
TYPICAL E.j /(2) 1/4*0-20 x 1/2' LONG FLAT HEAD SS, MS. LOCATION OF LOCK SHALL YE AS INDICATED ON
ELEVATION
2 IF DESR
STE
LOC I Z-1 11 QG �TIAY BE U ED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, up TO TWO H�
D AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENIERMAICS
OR 21 SHALL -BE AS INDICATED ON NOTE (1) ABG�
LOCANON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER EL�ATTON.
3. j: I� I, I , 11 1 11, 111 1 1 111 0: :,1 111:11NORIE 1 :11
A2 IS USED Mil 1 11, LOOKS): :1 11 I� A 15 ARE NIT REQUIRED AT
BE USED IF DESIRED To ENHMCE SHTjTjjR 3�r _t4URRI�E POSITUOT4, BUT 'JAY
CL L�ING RODS 0 09 AN ,,NA,,D B,C,
MY ALSO BE USED AT STACKING POSITION (NON HURRI E POSITION),
4. MATIBUTORY CONDITION 12� ONE W LOCK �5 SHALL. BE USED AT CORNER CVMERMATES FOR ANY SPAN
AND INSTALLATIONS AT ANY REVAPON. W LOCK 2 61 ;�� SHALL BE USED AS AN OUTSIDE OR INSIDE LOOK.
A-tr-D TO D CORNER CENTERMATE W/(2) I/i 1-20 . 112" LONG "I HEAD S.S. M.S. TWO LOCKING RODS 5
A, & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.
MAJIMUM SHUTTER SPAN SHALL BE DETERMINED A' PER SCHEDULES SHCYN ON SHEET 12.
NP
�T7
Of CORNER
CENTERVATE
1145TALLATIONS AT ANY ELEVATION. ALTERNATE LOCK A MlwbCTjj&
1-1-21�1/1� ALUM.
OF 1/4'0-20�3/4" B.S. THUMBSCREW TO �L OR C2 CENTERMATES SHALL BE MADE W1 I/ LOCK. ATTACHMENT
RIVNUT AS SHOWN ON SECTION HVE. SHEET A. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER 11M 11 11
LOCKS AT 1/3 OF SHUTTER SPAN.
6. MAWMTORY ComnnnnN li Fmo ONE W LOOK 4JF 0, 6 or 2b SHALL BE
USEV fl /Z U� oHJU`TEN SPAN FOR ANY SPAN OR 12- ABOVE OR BROW 1/2 OF SHUTTER SPAN FOi� SPANS up
TO 96'. AND FOR INSTALLATIONS AT ANY EllltADON. W LOCK 0 .1 2b - 1�§ MAY BE USED A, AN INSIDE OR
MS. LOCATION OF LUCK SHALL - OY 9 SYMMETRICAL CENDERMATES W� (2) 1/.'-20 . 1/2' LONG FLAT HEAD SS.
OUTSIDE LOOK. ATTACHED TO @
OR T BE AS INDICATED ON TYPICAl- SHIMER ELEVATION. USE OF LOCKING RODS 0 TV/ �Lg
TOP "D BOTTOM IS COMPLETELY MANDATORY
BE
VV/ 1/4-0-jo A 1 1/2' LONG B.S. THREADED BOLT W/ 7/8'0 . 3/32'
CONNECIED'10 CENTERMCUES �-A AND 2 -j�
L� LULK OU INCLUDES USING REINFORCING LOCKERti, . AS SHOWN ON SECTICWFi;�.
MNGNUIT OR W/ 1/4"o-2091 � � S A S 'INTO A 1/4-ft 5/8' RTVNUTT. - LOCK MAY INSTALLED AT M0SPAN 09 12'
MAXIMUM ABO� AND BELOW MIDB�A�, USE OF TWO LOCKING RODS 6S TOP AND BE TO. IS MANDATORY
*HOIES
qN HD LOCKS & CEN,TFRMI6TES-
TYPICAL I-f) HV BLADE SHUTTER ELEVATION
IL� S 12 �GR
LREINFORCEME"T
I
�LS FOR ANY �SPM ANG�INSTI�not, AT : ONE ALTERNATE HD LCCK44 AKYBE USED IN Ull 11
ALLATIOM AT ANY ELIMPON. ALTERNATE NO LOOK �N MAY BE USED
AS AN INSIDE
OR OUSIDS LOOK. ATTACHMENT 11 11 LOOK C. TO V,- IS W/ 3 IN, - 3/a- F-. Sl.S.. AND INCLUDES
INSERT C, AS SHOIN 0. SEGMNS Hng-Ma 010 CC-�. SHEET 10. LOOK MAY BE I-STAU-00 At
"IMP. OR
'2- NA)t.LFV BELOW OR ABOVE MRSI USE OF LCC�I.G BIDS S 15 CO.PURRY OPION4.
;11::: --V,
FLORIDA BUIL 11
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TILLIT TESTING
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KV. RADE #1 W/ OR W/O H.V. WINDOW MADE
& ENGINEERI NO COMPANY
Assool I C;
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DRAWINO No
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17-107
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IS S CHE ULE ON
POURED CONCRETE
OR CONCRETE PLOCKi
C,UCCETE
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2EO.O&D
\ S.ECT I �)O
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-7
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ttEXC�T THAT MAXIMUM SHUTTER
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POSITIVE ASD. DEEDGN PRESSURE RATING.
L MAX. ALLOWABLE SPAIN FOR A GUEN NEGATIVE
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(2) PROCEDURE TO DETERMINE MAXIMUM SPA" FOR
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LIVER A POSITIVE ASQ. DESIGN PRESSURE RATING,
DETERMINE MAXIMUM SPAN %.� FROM SCHEDULE.
GIVENA NEGATIVE AtSo. DESIGN PRESSURE RATING,
DETERMINE MAMMUM SPAN -L-' MOM SCHEDULE.
FINAL MAXIMLIF! ALLOWABLE SPAN IS EQUAL TO THE
MINItUM DETERMINED SPAIN BETWEEN 1_t,- .0 -L--,
(3) PROCEDURE TO DET.ERMIME MAXIMUM SPAN FOR
COMBINATIONS IN BETWEEN WILL ACUNTIDICS
V.1 FTOOR/CDONG MOUOTINGS-
FOR A GIVEN POSITIVE AS.D. DESIGN PWqSLEE
RATINGI
DETERMINEi
LI.- MAX. SPAIN FOR WALL MOUNTING INSTALLATIONS.
U+- MAX. SPAN FOR FLOOR/CEIUNG MOUNTING
INSTALLATIONS.
FOR A GIVEN 149GATIVE A.SD, DESIGN PRESSURE
RATING:
OFTCRIADNE:
LI-I MAX+ SPAN FOR WALL MOUNTING INSTAULVIONS+
LT-- MAX. SPAN FOR PLO01/1CIUN1 MOUNTING
INSTALLATIONS.
FINAL MAXIMUM ALLOrAABLE SPAN IS EQUAL 10 THE
MINAIUM BETWEEN tLI+". 1.�+�. %,-� AND 12-
(4) GO TO ANCHOR SCHEDULE WITH FINAL MAXIMU.11.
ALLOWABLE SPAN AMID NEGATIVE AS.D. DESIGN
PRESSURE RATING TO DETERMINE NAXtIUM III
SpArelle
G 2017 EASTERN METAL, SUPPLY, INC.
ERTHA HVTM
Accordion Shutter Systei
LI ELADE #1 W1 OR W/b N.V. WINDOW RA)E
I OLD 11-085 P7/27/IT��_- �T5WA
DRAWING No
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4 1 1 1 17-107
113'-0-
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RTAPCON OR
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ALL PO;NTS SOLID -SET
BLUE TAP
TAPPER+ w
SEE ANCHOR
SPECIFICATIONS
ON SHEET 13
�SEE UMITADONS OF USE FOR
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Q2.11 EASTERN METAL SUPPLY,
WERTHA _HVM
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KV- M� #1 W/ CIR W10 KV. WINDON BCE
COMPANY _�All �N V� LC
TILLIN TESTING & ENGINEERING American Shutter Systems
`5 r.. lrl�. nlll ." �% "_ . Association, Inc.
A.. lo." OLD 15-085 V/21/F WE 07/27/17
11-1: 4268 Westroods Drive —i—
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— 17-107
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ANCHORS SPAGIAG I EGFND
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I/-. . 3/4' ALL YOYM SO-D-SET` AACHORS. AS DISIRMINTED
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1/4"0 TAPPER+ ANCHORS AS MANI'FACTURED By PONERS F�SNEI INC., AHO DISTRIBUTED BY ALL POINTS SCREW, SOIJ & SpEcAlly
WAPANT OR My OTHER APPROMED LICENSED OR AUWOR�ZEO ANDOR REGISTERED, WIN ME
(11m. K0 AMERICAN SHUTTER SYSTEMS AgMCMTION, INC,
NOTES
T4NPER,
&I) MINIMUM ABEDMENT INTO PENROD CONCRETE OF CARTOON OR MARCONI WITH OWA14CM THREAEFORM TECHNOLOGY ANCHORS AND TAPPER,
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A.2) UICNNANM EMBEENEW or 1/4'. . 3/4' All POINTS SOUD-SV ANCHORS SHAMA BE 7/8' WO W PONfIED CONCRETE. NO DUSED.Ow
M STUCCO SHAUL BE PERMITTED. Sl. NACHTIE SCAlgM USED
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A.3) TH CASE THAT PRECAST STONY� PRECAST CORCIRCHE PANELS. PAYERS OR ANY YENzER BE TOLIND ON ME MISITMG MAU. OR TFUHN.
ANCHOUS SNAU. BE MONG CARMEW 10 BEACH THE NAU- SCRUCTIMSE BEHIND SAID
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NOTES &I) & A2) AGENT. FOR OUSTAULAUCKIS ON YNY, SiONG ON an MIN OR .�
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MUMMY OR ANY OMER APPROVED LICENSED OR AUTHORIZED MMCDR REGISMERED WITIN THE AMERICAN SHUTTER SYSITEMS ARRECACO,. INC,
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B 1) MINIMUM EMBEDMENT IWO CONCRETE BLOCK OF TAPCON. BLUE TAP Vl/ CAP ANCHORS AND TAPPEA* AMC�ORS IS 1 1/4- AND TAPCON
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B.7) MINIMUM EMBEDMENT OF 1/1'� � 3/4' ALL P.INIS SCLID-SET ANCHORS SMALL BE ENTIRELY EMBEDDED TWO ME CONCRETE BLOCK No
EMBM.ENT ��IO STUCCO SNALM, BE p- _20 SS. M.C.I.E SCREW USED SMALL BE I
EXIST. AND MINIMUM FOR CALLS ANN No SIMCO. 1/2' USING MINIMUM SHOULD SM0C.
8.3) TH CASE THAT PRECATT STO.1- PREONT IONCRED, .11. FAARS OR ANY %IDNEEll BE FOUND ON THE OggTNO OR a
ANCHORS SMALL BE LORD CRECTICH M REACH WE MUNIN STRUCTURE BEHIND SNO NAU- nMgTCL. ANCHORACE W&,Yg"EAS NEg"C36 01
NOTES &I) A 8.2) ABOVE. PUR WISINULATIMICS 0. � SoNg, ON OF, YAW OR NWOUT MSML STUDS CONSULT
FOR "STALAADC" INTO SUFS '074 METAL MOO SEE SHEET 21.
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WoRt POINT GBOCh. FL 33407
7. 17 CASTEN. META, S
BERTHA
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RE-RTHA HVTM
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07/27/17
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