HomeMy WebLinkAboutSET UP-INSTALLATIONS1. BERMA H.V. ACCORMON SH� SYSTEM TKIMN ON Ma, I== EANUUMMOU WGUMW (p.CD.) HAS BEEN VOTINED FOR COUPUMCIF IN ACCORDANCE WITH WE VD17 (Ifth EMBOA) OF ME FlUORIDA
BUILI)ING CODE THIS ACCORDION W�M SYSTEM SMALL HOT BE INSIALULD AT HIGH VELOCITY HURRICANE 20NES.
DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION ISZD OF ME ABOW MENTIONED WOE. FOR A EASC WHO SPEED REQUIRED 8j ME ,URU@jCTaN MOE VUrER MUL
BE INSTALLED WITH A DIRECIIION� FACTOR Jad-0.65. UMNG ASCE ?-Nt AND SHAU. NOT EXCEED THE MAILIM (X&D.) OMIGN PRESSI)IIE RATINGS '11MARED
ON SHEETS I I THRU 15, 19 & 20.
IN ORDER To VOIN ME MOVE COMMIRMA, MWUATT DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHMAL BE AM REDUCED TO &&M DESIGN WIND LCAMS
BY MULGFLTMG MEN BY 0-6 IN ORDERTO COMPARE THESE W/ MAN. (A.SZ) DESIGN PRESSURE RATINGS NMCKWD ON SHEETS 11 THRU 15. 10 At 20.
W ORDER To VERIFY MAT COMPONENTS ME, ANCHORS ON THIS PE.D., AS TESTED. ME NO OVESt TRIMMED. A W X INMEAGE IN ALLOWMAE SMESS FOR WIND LINES WAS 20 USED IN THEIR
MAINTS, HOWREVER, A MD DURATION FACTOR CO-1-60 WAS USED FOR VERIFICATION OF FASTAGERS My Mo.
GOTHA ITV- ACCORDION SITUATIR SYSTIEWS ACIOUACY MR WIND MO LARGE MISSILE IMPACT LOAD NAS BEEN KYUAMo N ACCORDANCE WITH MEMORM
An KPORIM 109.1.2 OF THE AMME ARYTHRONED; WOE AS PER
-w SILAGE 0 1021�01 -a #0715.01-03, JIM.01-os, #1214AI -05, JW117,02�06, JOSMAJ-10 AND IMIO-01-1 I AS PER TAS-201, TAS-2(a AND TM-20 PRON)COLS MO AMRK E-1886
AND E-1996 STMOUNDS (UMMUE � D. WHO ZONES 1- 2 4 M 4 11220-01-10 AS PER TAS 201. 203,& 20 PROTOCOLS LARGE NIGGLE
-W WINDOW BLAME & fosslol-as AS PER ASTAI E-IBN MO E-1016 (MI LEVEL D. MO ZONES 1, 2� 3) BASIC PRaUTIGN ONLY AND 1 B725,01-08 As Pat TAS 202 PROTOCOL
2, w M-AME(D AND MY WINDOW BLAM 0 ARE ENCIAMERED TO WORK of UNTGO& WON EACH OTHER UNDER THE EMMAUL UNHMMX AND COMMONS OF USE INDICATED ON SHaU 19
3, � N.V. ACOORMON PHIS MV SCREWS), USED 9 GAMES XNUMO1 AND MR ORECT MOM CONNECTION 70 TRUCKS SHMU� BE 11OZ75- AND 014.1.75' REVECTIVELY. 410-M MINE At SERIES
SIAMLESS MEL SCREWS WITH IM-0 W FLUID STRINGTH AND ISO W TENSUE STRENGTH. ANSI SK4-L BE COATUD MN GENT"A W CAEROSHTELD WANG SYSTEM! AS MANUFACTLNRED BY MAPUPROYET
COMMO APPLICATORS- RECISTORED WITH MEXICAN SHUTTER SYSTEMS ASSOCIATION. PING ARMY SEM ME My ANOWNG ON Von READ.
1. " �AAANUM EXTRUSIGHS SMALL HE ALUMMU ASSWAGEN AaDy Mo TEMPER AS INDICATED ON $HEM 2 MO J. MINIMUM YIELD SITI MR 6063-76 ALtOf IS 30.0 W AND M7 INI MR
6005-TS ALM.
ALL SCREWS TO BE STAINLESS STED. 304 OR 316 AT SERIES OR CORROSION REMSTW COATED CARBON FEEL As PER MR Soon) WIN 60 k91 MIK YELD MMM AND 90 INI MIN. TENTLE STRENGTH.
AND SMALL COMPLY W/ AI WIMM COME SECTION 2411.".4.
8. BOLLIS To HE ASTA A-307 CALVAM20 STEEL. Oft AM 304 OR 316 EXAMES STAINLESS STEEL WITH M W MINIMUM THELD STREMMI
7- SEE THE FOLLOWING SHEM FOR ANCHOR SPECIPCIMONS, W BLAME (D 1 12.13,14.15 MO 20
W ULADE 0 & 9 WORKINGI IN UNISON: 12. 13 & 15
& WS BEAMA KV- ACCORCON MUM SAWN SEARS A U� PATENT jV779.862. COMPONENTS OF THIS APPROVAL ME COMEM' IN MO" OR IN PART BY US, PATENT 15"V58,179 ISM0M TO �N
MEY& SUPPLY, AM.
9� a SHAUL BE THE REMPTIMMUTY OF THE CONTRACTOR TO MIN WE SOUNDNESS OF WE M`L=ME MORE W� IS To BE ATTAGHEO To INSUME ROPER ANCATIRML CONTRACTOR To UAVC&ULg
ALL 5HUMER COMPONENT EDGES WHICH FUNMUM, THRU FASTENING IN COMMIUOUS CONTACT WITH WE G%GMNT To p� WND/RNM INTRUSION.
10. EACH UNIT MUST BEAR PERMANENT LABEL IN A I&MOLE PLACE WW WARNING NOW: DURING Pecoas OF NURUEME WARNINGS NGUE MYTER, WMANT OR OTHERS NM� Mp y CLOSE No
COIERMAJES AND ENGAGE OR LOCK ALL W AMID MO LOCKS, EK AuL W AND
11. WHITTIER MANUFACIURER'S LABEL- SMALL, EE L=TED ON A READILY YMAGLE LOCOKON AT ACCORDION SHUMER in ACCORMANKE MY, SECTION 170.9.3 OF FLORMA BUILDING MOE ONE LABEL SMALL BE
PLACED MR EVENT OPENING. WHOUnD To COMPLY MH SECTION 170.91 or ME rUBBIGA GUIDING CODE
12. BERMA HN. ACCORDION SHUTTER SNMI INSTALLATION � COMPLY WITH SPECS "O'CATED IN MIS GRAMM PLUS ANY BUILDING AND ZONING REGULATIONS PRUDED BY WE &RURMON WHERE
PERMIT Is APPLIED TO.
13� (-) THIS P-ED, PREPARED BY MIS ENGINEER IS GIONERIC MO GOES NO PROME INFORMATION FOR A SBE SPECIFIC PROJEM�. LA. WHERE WE SHE CONMIRONIS DEMM FROM WE PED,
(b) CONTRACTOR TO ME RESPONSIBLE FOR ME SELECTION. PURCHASE MO INSTALLATION INCLUDING LIFE SAFETY IN, MIS pRODUc,. MATO ON THIS p.EM. PROVIDED INVOKE DOM NOT OMGE MOU
ME CONOTHING DUALED ON WS GGGUNW- COMMUMION � AT SME IS WE CONMACTOR'S RESPONSIMM.
(0) MIS P.C.D. Wl� BE CONSIDERED WAUD IF ALTIMED By My MEARS.
�d) M SPCMFM PRIMECTS SHAL1. BE PRORMED BY A FLORIDA REGISTERED EINGMEMI OR AMCHIV= MICH MIL BECOME ME MGMEEIT Of RECORD (COMI FOR ME PROJECT AND MO WILL at
ESPONI FOR WE PROPER ME OF ME PZD, ENGINEER OF RECORD, ACTING AS A DELEGMED ENGINEER TO ME 1`41)� MIGNAER Sl� EARAHT To W,
ROAM MATTER ME WX SPECIFIC ORMINM FOR
(A) ORIGINAL P". SMALL BEAR ME DATE MO ORIGINAL VEM- MD SIGNATURE Of ME PROFESSIONAL ENGINEER OF RECORD MAT PREPARED B.
M1101=41
GENERAL NOTES
SHEET i
SYSTEM COMPONENTS 1-20
SHEET 2
SYSTEM COMPONENTS 21-37
SHEET' 3
TYPICAL SHUTTER ASSEMBLY 38-44
SHEET 4
TYPICAL WINDOW BLI & WINDOW DEMIL
dwAND BY WINDOW
RLADF 6h
TYPICAL SHUTTER ELEMATION & HOMES ON LOCKS
SHEET 5
NStALLAMON DUAULS A-F. CONCRETE/EUOCK
SHEET 6
NUALLAMON DETAILS G-M. CCNCRETE/GLGM(
SHEET 7
CENATIMUME DETAILS W
SWEET a
CIOWITERMUTIE ALTERNATING DUALS W
SHEU 9
END CONNECTION DUALS 1-6, CONCRUE/eUCCX
MEET 10
MOMUM SPAN TABLES
SHEET 11
ANCHOR SCHI CONCRETE & BLOCK
SHEET 12
ARCHOR SCHECUI-E- CONCRETE & BLOCK
SHEET 13
ANCHOR SCHI CONCRETE & BLOCK
TWET 14
ANCHOR SCHEDULE- WOOD
SHEET is
INSTALLATION DETAILS M-R. WOOD
SHEET is
INSTALLATION DETAILS S-X' moo
SHM 17
END CONNECTION DETAILS 7-12 & X. W000,
SHEET is
ASEA 3, W WINDOW RI ADE & ON
TYPICAL SHUFTER ELEVATION SHEET 19
AREA 4* HV WINDOW RIADE (j) ONI
IMALLATION DUALS, METAL STUD WALLS SHMET 20
THIS DRAWING SHALL ONLY BE USED TO
' U To
Y
L �EL:STATE OF ORIDA
_LBTAIN PERMITS IN THE STATE OF FLORIDA
SCANNED
BY
Lucie County
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4268 Westroods Drive
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0 HEADE
W/ W SLA�Epl ONLY.
IS FOR VALED
6063-T6 ALLOY AND TEMPER
1 1, 1 1, ls-1
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3
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6005-75 ALLOY AND TEMPER
(J� HY HEADER/SILL
QUALIFIED FOR USE W( W PLADIPONL
6063-T6 ALLO AND TEMP
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ALUMINUM ANGLES
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BERTHA HVTm
Accordion Shutter System
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TILUT TESTING A: ENGINEERING COMPANY
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DRAWING NO
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QUALIFIED FOR USE W1 IiV BLADE (DONLY
6063-76 ALLOY AND TEMPER
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6063-TB ALLOY AND TEMPER
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6063-T6 ALLOY AND TEMPER
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Amerfean Shutter Systems
Assoctallon, Inc.
4268 Wastroods Drive
West Pol. Beach. FL 33407
Accordion Shutter System
RAGE 01 W1 OR W/b ItY. WNM mADE
MINING No
17-107
SHUTTER ASSEMBLY SCHEDUL
—Ei�v �
(D
W 81ADE I
(9
HV BLADE IA
HV LONG RECESSED NYLON BUSHING
W SHORT RECESSED NYLON BUSHING
HV NYLON HAT WASHER
W WHEEL CARRIAGE AISI 302-303 SERIES
0.870-.3/16- THICK NYLON WHEEL
0.188'0 ASI 302 SERIES S.S. RfVETS
@
W 1 3/4' ACCORDION PIN W1 #8 HEAD
HV 2 3/4- ACCORDION PIN W1 #8 HEAD
POLYCARBONATE IMPACT RESISTANT W WINDOW
;vt1�wUw9UIRFMFNTS AT EXTERIOR BLADE KNUCKLE FOR
(1) HV PIN (D SHALL ALWAYS 13E USED AT ALL EXTERIOR
BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ) OR
HV (9 BLADE. V;ICAL SHUTTER ASSEMB
(2) HV PIN @ MAY 13E USED IN UEU OF la AND ONLY AT
EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ HV(D O.Z24-
BLADE WHEN CORRESPONDING TO INSTALLATION "N", SHEET 7. ."s, R)
(3) HV PIN 0 OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER 71P. 1
SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. .02
SHEET
�*El. CARRIAGE DETAIL
EXTERIOR
BUDE-S
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PI
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OR F S
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$PAN FOR SPANS UP TO 105 0 FOR IIISTALWO.
AS AN INSIDE OR OU`S1OE L�X�ATIA'HEG To 0,
FLAT HEAD S.S. US. LOCATION OF LOCK SHALL BE AS
OR FOR SECURITY PURPOSM U
INSIDE OR OUTSME LOCK. CONNECTION OF LOCKS TO (
ON TYPICAL SI-IUrRER ELEVATION
HURRICANE POSRION)
D SPAN
-20 RAT HIM S.S. M.S. TWO LOCKING RODS
CK S.W*MLISO INDICATED ON TYPICAL SHUTIEN ELEVATOR.
-0 SCHEDULES SHOWN ON SHEET 12.
LOCKS AT 1/3 OF SHUTTER SPAN. ii
R"Uff AS SHOWN ON SECTION HVE. SHEET S. ONE -LOCK SHALL BE USED AT 1/2 OF Sh MR SPAh OR fii6
6- MANMMW CONDITION 03 M KEYSTONE MOUNTING INSTAI IABGMS� ONE HV LOOK 6 a, @ a, @ SHALL BE
USED AT 1/2 OF SHUTTER SPAN MR ANY SPAN OR 12- ADM OR BELOW 112 OF SHUTTER SPAN FOR SPAHS Up
T) 96. AND FOR INSTALLA710M AT ANY ELEVATION, W LOOK @ -1 0 .1 a MY BE USED AS AN INSIDE OR
OUTSIDE LOCK. ATTACKED TO 0 or 0 SYMMETRICAL CENTERMAES W1 (2) 1/4�20 x 1/2- LONG FLAT HIM S.S.
M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYMCAL SHUTTER ELEVATION, USE OF LOCKING RODS
OR @ TOP AND BOTTOM IS COMPLETELY A,,,,ORY W/
"NOTES ON HV "T" LOCKS AND GENTERMATES:
NOTES IL RMATF�E
a ja LOCH & CEN Ew s
CIDITTRIJI00fAl F / Isk ALTERNATE NO LCCK(g "vuE USED IN LOU or
I AT a�
qj cN;v MR ANY SPAN AND INS1ALLATIONG AT ANY CLCoD,,,. AURS'N," 'a w" (R WY BE USED.
AS AN INSIDE OROVIGID LOOK. ATL�ENT OF HD LOC�
X To I a W/ 3 is . 3/w F.h. S.SAIS�. AND INCUIDES
REINFORMEMENT INSERT a a SHOWN ON SECTOR$ RDB- AND OC-1=, SHEET 10, LOCK My BE INSTALI AT
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OR CONCRETE BLOCK
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SKEET 4 FOR TVPXJQ. SHUTTER
INSTALLATION DETAILS
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HUNG SECTIONS CAN BE COuBiNED
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(SEE sPacimmus ON SI Ca 13) SLIDE ON VEET 19
HV BLADE
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