HomeMy WebLinkAboutSET UP-INSTALLATIONSI� MERRINA N.Y. ACCOROM SHIMN SYSEZU SEREEM, ON THIS PRODUCT EV&DABOR BODUMEN, (P'CD-) HAS BEEN RREFIED MR COMPLIANCE I" ACCORDANCE NINE ME MD17 (OM ��) OF ME nafflo,
Es"LOTINO COM INS AMORDION � � SHILL HOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES.
DESIGN EAND LICADES SKULL BE DE�� a PER SECTION 1610 OF ME AIOVE MENTIONED MOE, FOR A cess: AIND WEED REQUIRED BY ME JURSDIC10N ENBE Murrat EALL
BE INSCAULED OEM A COMMONALTY FACTOR 101-0.115. UENG MCC 7-10 AND SIVILL NOT EXCEED ME UA)((MUM (X&D.) DESIGN PREMURE 1111 111TEO
ON SHCEIS 11 NEED is. Is Is 20.
IN � TO WENEY ME AMWE CONDITION, ULTIMATE DESIGN IM0 I GA DETICTUMMED PER &SCE 7-10 SRUL BE Nor REDUCED TO XS,D. DESM NIND LICAS
BY MULTIPLYING THEM W 06 A ORCERTa COMT%E1E THESE W,' M. CXSZ) I)ENCEN PRESSURE PATINGS MDRATED ON Warts I, ,, IS. IS , ,
IN ORDER TO I'DIFY THAT COMONNETS AND ANCROUS OR THIS REM.. AS TEM. IRERE NOT GVER MISSED, A 33 Z INGMAGE 0 ALMOoMME ECHMS FOR ME UNDS WAS t US IN TH
�YVS. HOMIENER. A WHO DURATION FACTOR �1-60 M LESED FOR %1DIEFICEMOR OF FAMERS A Occe. OGC ED OEM
BEITIMA ILY. ACCORDION &� SYSTEEWS ANEQUIEUCY MR WIND AND I.NiGE WSSELE IMPACT LIND HAS BEEN EERIMM IN MCORDANCE MIR DEBEEREN 1609.1.2 OF ME AgO%1E MWOIIED CODE AS PER
An. REFORM
_w SELADE 0 1021441-a Js7ISaIB3, floa,al-N, #1214.01-051 10317.02-06, 0060.01-10 AND 10210.01-11 AS PER INS-201. TAS-202 AND TAS-2a3 PROTOCOLS AHRE ASEEM E-JOH,
AND E-1996 SCEACANDS (MISSILE LEM D. VIND ZONES 1. 2 a 3) 4 J1220.01-10 AS PER CAB 201. 203 & 20 PR�M LARGE MOVED,
-11" KINDOW SLEDE 6 1050501-03 At PER ASTEM E-I&RE AND E-11IN (MISSILE LM D. AIND ZONES 1, 2, 3) GAVE PROTECTION ONLY ARD III 0725'01�811 AI PER Ta 20 PROTOM,
2. W OWE 0 AND TV AINDOW OWE a ATE ENGINEERED To WORK HE UNIMOM MR EACH ONES UNDER ME CEMERUJIL LUMATIONES AND CONDMONS OF USE (RODATED ON SHEET IS
3. � HIE. AMORINDIN PINS CRY GGJEVI assa AT MA,,g RUBSOLD MD MET GMEW MOUNT MENNEXTEXI TO TEEMCKS SHOU.J. BE 1102.76' AND 114*1.75' RESPIUMMY, 00-Iff UNI DO
STABLE$$ MEL SCREACE MIN M 0 W YIEUD VERNON AND 180 W TENSILE MMM. FENS SHAI BE CGOV) eltill � W DACROWart MATING SYSTEM AI MANUFACTURED BY MPUMPRED
DBATENG APMANTORS, REGISTERED WEN MERGER NUETTER SYSTEUS MOCAII PINS MUST BEAR ME W MAIMING HE, NOR HOD.
4. A� ALUMINUM EmBUTIONS styLL BE "UIWM ASECOGROM ALLOY AND FNFER AS [NONDED ON GRECTS 2 Me 3. MINE" WELD STRENGTH MR W�76 A� M MELT W AND n7 "; MR
61)(35-15 ALL(W.
5. ALL SCREWS TO BE STME&ESS; smOL � OR 316 AV SERIES GTE CORROSION RESISTANT CQUED GABON WEEM AS PER OIN VOTE, N,N, as 41 MIN. YELL, ONNOM ME go aj MIN. INCLE SMENOTH.
AND � COMPLY Wil FLOEQJDA BUILUDING COBC SECTION 2111.".4.
e. SOLIS TO BE ASTM A-307 GALVANIZED WELL. OR AM X)4 OR 316 EVEMS; STARLESS WEE, BN M W MNNUM NDG STRENGTH.
7. SEE ME FOLLORANO SHEETS FOR ANCHOR SPECIPCOURIM W BELIEVE (D 1 12.13,14.15 AND 20
W BLADE 0 & 0 NORKING IN UNTSON: 12, 13 & 15
& THIS B� LEE. EICCORMON SHUMER SYSTEM MEAS A UI PATENT 16-779.582. OF IRS APPROVAL ME COVERCID, IN MOLE OR IN PART BY US. PATENT IS'*50.170 ISSUED TO C�M
MMA. SUPPILY. INC.
9- IT � ME ME �ONSMIUN OF ME CONTRACTOR TO VERRY THE SOUNDNESS OF N' GMLMRC MENE SHUREETTE IS To re ATTACHED FEE INVEARE PROPER ANCEDRAML CONTRACTOR TO SCAVMMK
A1 � COMPONENT EMES MICH REMEME1. THRU FASTENING IN CGHTNUOUS COWAD, BAN. ME, SURCAT To pUM,CM, NOIRAN INEEKLEEL
10. CASE UNIT MUST JOAN PNEI LABEt. IN A METTLE M16CE YEN WARNING NOW: OURWO PIROMS OF HUREENAE WAININGS HCRE GOHN INMET, OR ONERs. MUST PROPERLY CLOSE ALL M ANE, HO
CENTERTNIES AND "GAZE OR LOGIN A4 W AND NO UOVKG.
I I- M1UTTrRt MANUFACTURNS LOM � BE MGM ON A READILY "ME LONTION AT AMORDION M� IN ACCORDANCE WITH SEXIREEG� 170,93 OF FLORIDA BUILDING ODE. ONE LABEL SHALL HE
MACED MR E� DEPEND, WWNC TO COMPLY WITH SECTION 1709.91 OF THE MORIN BUILDING CDOF.
11 � ILY� AMORDION SHUTTIOt SfWGUTS IRSTALLABON SHELL COMPLY WITH SPECS INDINTED IN INS DRAINING PLUS NW �M AND ZONING REGULATIONS PERNMED BY, ME JURISOCTOR MM
PERMIT IS APPLIED) TO.
13. (4) THIS P.E.D. PREIRMOD BY NO ENGINEER IS MEMIC AND DOES NOT PRONIM 01MIRIATION FOR A SME SPECIFIC PROJECT; I a. MORE ME $BE MNMONS DMME FROM ME RED,
(b) CONTNGIGR TO BE RESPONSIBLE FOR ME SE)JECTNON. PURCHASE AND INSTALUBON INGUEENHO LIFE SAFETY a NIS PRDGMET antEll ON NO p.Co., PRO,,,DED HUMID N
THE CONDITICE45 DUAILED N THIS CROWDER. CONSMUCIEREN SNIM AT SITE IS ME CONTRACTOR'S ROWDERMAILIn. ES No DMTE: Rom
(C) THIS P.E.D. BILL BE CONSIDERED RAIMLID IF &TERED BY W NIGRO.
=ECOM PROJECTS SHk1 BE PREPARED MY A FLORIDA BECOMING CRIONCERE OR ARCHRECT FIBER NIU. BECOME THV ENGINEER OF REMO (W.R MR ME PROJECT AND WO W1.1- BE
BLOW. THE PAWN USE OF ME P�M ENMNEER OF REM", ACTMO n A �� EROMME To ME PZD. NGINBER MUMMEL SUMMIT To NEI VITER ME SO SpEanc XNALNGS FOR
(0) GEMNA PZD- SIRAL BEAR ME DATE AND ORJC� SIX AND SCHOURE Of THE
ENGINEER OF RECORD THAT PREPARED ff.
GENERAL NOTES
SHM I
SYSTEM COMPONENTS 1-20
SHEET 2
SYSTEM COMPONENTS 21-37
SHEEr 3
TYPICAL SHUTTER ASSEMBLY 38-44
NEET 4
TYPICAL EANDOW III & WINDOW OCTAL
AREA 2: HV BLADE 11) AND-W WINDOW
RLADP a
(WHERE APPI ICEE
TYPICAL SHUTTER EI.E70kTION & NOTES ON LOCKS
SHEET a
INSTALLATION DETAILS A-F. CONCRETE/SUCCK
SHEET 6
INSTALLATION DECALS G-M, CONCROE/SLOCK
SHEET 7
CENTEREMARE DETAILS W
SHEET a
CENTERMAME &TERNMANG DETAILS W
SHEET 9
NO CONNECTION DETAILS 1-6. CONCRETE/11LOCK
SHErr to
MMMUM SPAN TABLES
SHEET I I
AAClUER SCHEDULE- C014METE & BLOCK
SHEET 12
ANCHOR SCHEI CONCRETE & BLOCK
SHEET 13
ANCHOR SCREEDURE- CONCRETE J: SLOER:
SHEET 14
ANCHOR SCHEDULE- WERE
SHEET 15
INSTALLATION METALS M-R, WOOD
SHEET 18
INSTALLATION 09� S_X. WOOD
SHEET 17
END CONNECTION DETAILS 7-12 & X. WOOD
ABEA 3, W WNFOW R1 AIDE Q
SHEET IS
ONLY
TYPICAL SHUTTER �ANDN
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SHEET 19
DETAILS. META. STUD WALLS
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LTHIS DRAWING SHALL ONLY B USED TO
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LOCKS , OR MY BE USED AS AM INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENIE Zomwlv
SHALL BE AS IN
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UL btU IP DIMIKUP"IyU LGIC—& SHUTTER P LOCKING RODS a OR AN ALTERNATIVE DEVICE
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BE AS
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WIMIN SkUTTER SPAN SHALL BE DETERMINED AS PER SCHEDUILIES SHOWN ON SHEET 12,
r
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6- MANDATORY CONDITION 83 MR NEVSKI MOUNTING ONE W LOCK 01 @ SHALL BE
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OF LOCK 4 INCLUDES USING REINMI AS SHOWN ON SECTION HVG. SHEET 9. WHICH MUST BE
CONNECTED TO CENTERMATES 0 AND 93 W/ 1/4'0-20 . 1 1/2' LONG S.S. THREADED SOLT W/ 7/8-0 . 3/32-
"I = 1/4�0-20.%;ISI IWO A ��4-0. S/B. R
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MAI AND BELOW DSPAN, use or LOCKING T AND BOTOM Is MANDATORY.
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to DR: U MR ;919V AND
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