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8 DESIGN "No LCAM SNAU- or DER�Nrc AS PER SECTION 1620 OF ME ABOVE MENTIONED CODE. TO A BASIC MUD SPEED REWRED V ME jUNSaMTBn ,N, ,m, Ma
E WSTAU110 WITH A DIRECTIONALRY FACTOR Kd-O.". MIND WE 7-10 AND SNAIL. NOT DICEED ME �UUU (&S.D.) EDSON pDr,,,, MRM INDICATED
ON SHEETS 11 RIM 15. 19 & 2M
IN OFIDER TO JERRY ME AMM CONDITION, ULTRUITE DESIGN MIND LOADS DETERMINED PER WE 7-jo sNAUL or DOTI REDUCED TO &S.D. DESIGN MND LINES
BY IALLMLNMG THEN BY 0.6 IN ONEIRTO COUPARE THOSE W/ W. (k") DEEM PRESSURE TMMCg,MC,,,D 0, VEM 11 MIT, 15. 19 s, N.
IN ORDER TO JOUPY THAT COUJIVINTINTS ME MCMRS OR THIS P.M. AS TESTED. ME NOT DIETZ STRESSED. A W Z INCREASE IN �CYVAME GRESS FOR Me LEADS WAS JIM USED in Mae
ANA.11515. HOWEI A WND DURVION FACTOR CD-1.60 MIS USED TO OF TWOR, N MD.
BOUTIA H-V- ACCORDION SHUTTER SYSTEWS ADEQUACY MR MD AND LARGE �Sg IMPACT LOAD HAS RON VERFM IN ACCORDANCE MR, SECTION, 1609.1.2 OF ME ABOT MENTIONED ONE A, PER
ATIL REPORRk-
� MADE 0 102M01-01 10715,01-03, 1110041-01-115, 11214,01-05, 10317.02-06. JOMACJ�Jo AND, AS PER W-201. TAS-202 AND TAS-203 PROTOCOCS AND ASYDo E-ING
AND E-1990 STANDARDS (MMSILE � D. MIND ZONES 1, 2 & 3) & J1220.01-10 AS PER TAS NJ. 203 & 203 PROTOCOLS LARGE lfl$�,
�W VANDOW MADE 8 IONS 01-09 0 PER ASTA E-IBBS AND E-1111 GUBDIE LM 1. MIND INES 1. 2. 3) BASIC PROMICITON ONLY AND 1 0725.01-88 AS POD TAs No PROTOCOL
2. W BLAME 0 AND W VANDCRY OWE 0 ME c,,,ECTED Y, N UNISM , S,,, B,,, UNDER ME CENTRAL UMAWNS AND CONDITIONS G, USE gOCABC ON SURE, So
3- BERTHA Kv- WORDOW POIS (KV SCRIONS). MED AT BADES NINUCKLE AND MR DIRECT MOUNT C0QIEffYCN TO TRUCKS SJNAJU� SE j14I4L75' AND 014.1.75* RESFINJIVELY. 410-W WN510.111
STAINLESS MO. SCRENS WITH 1�13 I'd VIELD STRENGTH AND IN w TENSILE STRIENGM "I'S SHAUL BE � � BETITUR, IN DACROSMEUD COMMI SYSTEM AS UAIRDFACMIND BY MPROVE0
COADNO PEOMETED WITH AUERICAN SHUTTER SYSTEMS ASSOCATIOM PINS MUST VIEN? ME W RUNNING ON MEN HEAD.
4. ALI. AUUUMU, DDRUSSIONS SNAl W AUUUJNVU ASSOCIATION ALLOY AND TEMPER AS INDICUED ON SHECTS 2 AND J, UJIUM MOD STROM" FOR OU-76 AUUGY 6 M.0 kd AND 35.7 W MR
6DO5-T5 ALLOY.
5. ALL SCRONS TO BE SIAXI.ESS STED. 304 OR 316 AS, SERIES 0 COMMON RENTIMITY CGAED MOON STEEL AS PER DIN 50018 WIN W hl MR. DELD MOM AND go j URI. IENSU STRENGTH.
AND � COMPLY W/ FUORTDA BUTILVIND) COCE SECTION 2411.3Z.4.
& MILTS To BE ASTU A-307 MVWZM MEL, ED ASI NN, OR 316 SERIES ,�S STEEL M UNWU MW
7. SEE ME FOLUBMING SNOTS FOR ANCHOIZ SPISCIFICYTIONS; W SWE C) IZ13.14.15 ANG 10
w KAM () () MoNoNa IN wv�: lz 13 & 15
& TUB BORMA "V' ACCONTON SMITTEN SYSTEM SEARS A U-& PATENT 01779.51CL MINPONENTS OF THIS APPRWAL ME WISHED. IN INUOLE ON W P� BY US. PATENT 15'430.179 ISSUED TO WIMIRTI
METAL SUPPLY. INC.
9. IT SUALL BE W RESPONSIBILITY OF ME CONTRACTCH To IAERAFY ME SOUNDNESS OF THE STRUCTURE Woe ,Um, IS M BE ATTACKED M 1,MR, pWpM MCHDWE ,,,MON To CAULK
� SHUTTER CCUPONENT EDGESS WHICH RMAN, THRU FASTOING IN CONTINUOUS SERUM MR, ME N,r,c T, p,,,,,, mNO/MN �MOU BEAL/
10- EACH UNIT UUM BEAR PERIUMM LAND. IN A VISIBLE PIWE WIN WURUNI ROM DUMB PERIOD, of WMNNM ,,, MET, OR OTHERS, NUST PROPERLY CLOSE Au. W AND ING
CIUMMATES ARE DAVICE OR LOOK ALI. W AND No LINKS.
11- SHUTTER IJANUFACTURIA*S LAM. SUALL W 1.00011) ON A READILY MSISLE LeacTICUR AT CCCMj,, ,TTE, N ACCORDANCE MY, SECTION 1709.9.3 OF FLORM IftnuesNo CODE. DUE LUBEL SJKA� BE
PLACED MR OlW OPSIONG- LABWNG TO COMMY WIN SECTOR 170102 OF RW FUIUhDA RUNDWO cao�
12. SERMA HV. ACCOMIDN SNUTTER STSTEN'S INSTALTION ,,L COMPLY "M MM IN MY, MMO PLUS AN, MOM AM ZONING KERNATUMS PRWDEG By DIE 4 0
Pmrr Is Al'PUED TO. tm�l a WHERE:
13. (.) THTS VED. PREPARED of THIS ENGINEER IS �C AND DOCS NET PRINCE ITFORuATION FOR A STE SPECIFIC FROM. L.. MUM THE ME CONDITIONS BEMIS FROgi De: P.E.o.
(b) CONTRACTOR TO Er RESPONSIBLE FOR THE SELECTION1. PURCHASE AND UMAULATION UCJUUMG Urr SAFETY BY Me PRODUCT, EASED ON THIS P ED, PROJAIDED NE/W DOES NOT CMTE FRCM
THE CUNDIRTIONS DECIDED ON THIS DOCIIJUENT. CONWITUCTION SAFETY AT STRE IS THE CONTRACTOR'S R��.
(C) DNS P.C.D. MLL BE cowscure w" F ALTINED w Aw MEANS.
III SITE SPECIFIC PMUTCTS Sll� HE PREPARED BY A FLORIDA REGISTERED ENGINEER OR MONTI MICH MM INCOME ME CINGUNDER OF RECORD (COX MR ME PJNUffCT AND WHO WLL BE
RN-ONSIBLE TURN THE PROPER ME OF ME P,ra ENGINEER OF RECORD. ACTING AS A DELEBATED MCWM TO ME P.Cc ENQNCEA $NALL SUBMIT To M2 LIMER ME STS SpEanc JJNAwNgs FOR
REAM
(a) CRIMINAL PMD' SUALL BEAR ME MTS AND OMCINAL � MO SGMMRE BY ME PRODESSIONJUL ENCUNEEII OF RECORD MAY PREPARED T.
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GENERAL NOTES
SHEET I
SYSTEU COUPONODS 1-20
SHEO 2
SYSTEM COUPONENTS 21-37
SHEET 3
TYRM SHUTTER ASSENSLY 313-44
SHEET 4
TYPICAL ONDOW BLADE & WUGGg, DETAIL
AREA 2, W BLADE -OD AND Hy witinalM
BLADE 9
(WHERE APPLICAFILU
TYPICAL SHUTTER ELEVATION A, NOTES ON LOCKS
SHEO 5
tWAUATION DETAILS A-F. CONCRETE/GLOCK
Ow 8
IMALLATION DETAILS G-U. CGNCRrYE/gUoC,
SHEET 7
e�TE DETAILS w
�Ee 8
CENTERNATE ALTERNATING DEEARLS w
SIKEET 9
END CONNECTION DETAILS 1-6. CONCRETE/OlLOCK
MEET to
NWIUUM SPAN TAUS
SNEET 11
ANCHOR SCHEDULE- CONCRETE & BLOCK
SHEET 12
ANCHOR SCHEDULE- CONCRETE & BLOCK
SKEET 13
ANCHOR SCHEIMLE- CONCRETE e, MOCK
SKEET 14
ARMOR SCNJEMLE- WOOD
SHM 15
INSTALLATION DETAILS U-R, More
SUM is
WSTALLXVON DETAILS S-X, wow
SHEET 17
END CONNECTION DETAILS 7-12 e, X, WOOD
AHEA 3- W VANnnw BLADE Q
SHEET 18
ONLY
TYRICAL SNUITER ELEVATION
ASEA 4: W WINDOW RIADE(DONtY
SKEET is
INSYM.LXTION DETAILS. UETAL STUID WALLS:
SHOT 20
THIS DRAWING SHALL ONLY BE USED TO
OBTAJN PERMITS IN THE STATE OF FLORIDA
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OF USE OF BLAQEA�ON SHEET 19
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IS FOR VAUDp
6063-76 ALLOY AND TEMPER
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4- ACCORDION PIN W1 #8 HEAD
@
HV 2 3/4- ACCORDION PIN W1 #8 HEAD
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POLYCARBONATE IMPACT RESISTANT W WINDOW
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W.ICAL SHUTTER ASSEMBLY
1 (2) HV PIN @ MAY BE USED IN LIEU OF (9 AND ONLY AT
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BLADE WHEN CORRESPONDING TO INSTALLATION '11". SHEET 7.
(3) HV PIN 0 OR @ W/ 1/2" O�D, 1/ 16" THICK S.S. WASHER
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;. H M. Z�f V. UHL LUCK SHALL BE USED AT 112 OF SHUTTER SPAN OR TWG
LOCKS T 1/3 OF SHUTTER SPAN,
a. MANDATORY CONDITION 13 EBM REYSEoNE MOUNrWa Nsrut"Ns, ONE NY L=G.10.1@SRkL BE
USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPARS UP
TO 00". AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK 0 , @ , @ MAY HE USED AS AN INSIDE OR
OUTSIDE LOCK. ATTACHED To 6 -1 @ SYMMETRICAL CENTERIMES W/ (2) 1/4--20 , 1/2' LONG FLAT HEAD S-&
M.S. LOCATION OF LOOK SHALL. BE As INDICATED ON TyPICAL SHUTTER E"AMOW USE OF LOCKING RODS 0 W/
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AS AN MOE OR curslu& LoCc Anameam or RD UXK to TO (?� M W/ 3 18 . 318- F� S�M.S. AND M,,OL,
RMFOKEWENT INSERT (& AS SM)WTJ ON SECTORS OB-If AND =-HVC, SKEET 10. LOOK MY BE INERALLEGI AT
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