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<br />0j ! m ; 71 z 19 a 14 ew 11 w , -,
<br />MAXIMUM A.S.D.
<br />DESIGN "ESSURE
<br />Max. PANEL LENGTH
<br />L (ft.)
<br />MINIMUM SEPAPAMON
<br />PANEL
<br />RATING (D.s.f)
<br />(SEE SECRONS)
<br />TO GLASS
<br />COMMON
<br />+55.0. -72.0
<br />2 3/4"
<br />UNBOLTED
<br />INSTALWIM
<br />DETAILS
<br />MR 1QN #2 r-QR uff��
<br />INIQ JOSENQ M90-9=VRES
<br />mgm BNE-Umm
<br />1 4-0 TAPCDM mm
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<br />AT
<br />-1 -
<br />114-0 TAPOON 0 IF 0&
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<br />PASM LENGTH am *w to
<br />(SEE: Nam I BELOW)
<br />CLASS v atom
<br />PANEL IXNM
<br />1 "Am LENGTH
<br />Ham I BELOW) m`YWC
<br />(sm Warm I W-M) PANEL LENGTH
<br />(SEE NOTE
<br />soaval
<br />ON SHOT 16)
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<br />I's M4. w
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<br />111011
<br />FLORIDA BUILDING CODE Vel!n NU ne Zorm)
<br />I, RMAMIPONS AM ONLY VAUD FOR WILDOM WITH ASb�
<br />UP TO +55.6, -72.0 PST AND PANU'S LENGTH UP 10 er-r.
<br />DESIGN LOADS
<br />W-
<br />_h
<br />2D CAM GALVANIZED SM STORM PAWL rp,
<br />2- MR NEW WOOD TRAM: *ONSTRUMOW, "m MEMBERS TO at SOUTHERN
<br />PW NO 2. Al SPECIFIC DENSITY OF 0,65 OR EDUAL
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<br />PANELS END UP
<br />M,
<br />CAMEO
<br />ISOMMM YIEW aErAL A
<br />ROUNDED CONNER 0 ENOS OF PANWS
<br />END UP W/ HEMMED ma.
<br />(N.T,S)
<br />(till)
<br />:ED]
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<br />I I I LONG
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<br />0- WAT, r- 1 .7; .1 G 19 r, 77'q
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<br />6061 -TO Atom, ALLOY
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<br />REQUIRED
<br />OWN WAUA1390 m
<br />Be" *-I'
<br />,4**
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<br />Ift mom avtm
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<br />at LESS 1w No" S`VGMG*AA`qo
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<br />I, INSTALLATIONS ARE ONLY WAM FOR OLKIMM WITHI AaO. OEM LOa0S
<br />UP TO +56D. -72.0 PSF AND PANWS L040H UP TO W-e,
<br />I MR NEIN WOOD FRANC CONSTRUCTIOM WOW MEMBERS 70 BE SOUTHM
<br />PINE No. 2. W/ Snom DENSITY of ODS OR EQUAL
<br />X124 malml
<br />0 (Plo/ an W/o (E) - 0
<br />tjjb� N/2t40,12 fm (SEE WIT; 2
<br />60 i -L'
<br />40
<br />4
<br />VD;m3 4-Ow/oRwom-0 LAW Pma
<br />12"L 9"m 2ago �Apzm' 044 al"Ti
<br />RQN I MRS INSIDE OF SnIUCTURE.
<br />E-z HAKQ SOM eAm" MUM F CUM 1; Mrs W w
<br />1/4* W.. aw
<br />NOTES,
<br />0). E - 2 KANO STORM PAM Swu COW, M'Of PANEL +
<br />Coot TRACKS TOP B, BOTTOM,
<br />W (rPZ& "a ALWAYS BE (rW�TO&MIM IRA" OTHERWEE A STOP BW
<br />PROVIDED AT TOP AN
<br />CONSIST OF
<br />(4)� 04 CASE THAT END PANELS ARE NOT CONNECTED TO BOTTOM TRACK 04.'A " BAR,
<br />IS ONLY USED AT TOP AT LEAST ING PANELS SMALL BE CONNECTED 10 BOTTOM TRACK
<br />91ILUMS b
<br />UrTtt ON UWE (3) AM IN SUCH CAS& CONIGIMN OF PAAIOLS
<br />MAY OCCUR AT ANY LOCATION.
<br />(a)� SEE SECTION 1% V & 4' ON SHEET 24. SEE ANCHOR SCHEDULE ON SHEET 25,
<br />I
<br />I
<br />TAPCON ANCHORS,
<br />O.C.
<br />0 4 1/�2 O.C,
<br />I
<br />w/
<br />WASHER
<br />"m a sm."o
<br />rfFICAL 'a REAR
<br />E=Z HIM MRIM PAWL SyslTjru
<br />Bus 313r - I,
<br />-Art- - - 1/4' VA. W.Ir-
<br />V
<br />Kara vw - 11
<br />(1). DEFINIBON AE SEMES J= F - 2 MA14 StORM PANEL SYSTEM CONSISTING, PANEL 4
<br />(P TIAOI. T T
<br />BOTTOM W/ =IW,�WTE PLUS OR is LONG
<br />(2) END PANIMS SKNU. ALWAYS BE MMC
<br />.p " , WALL BY MEANS OF
<br />PANE"AM IF 9 AT BOTTOM. END PANELS
<br />Swu SE 9ALUSTmor S. Iv
<br />WING, Nul 3 191M INTO TAP MAS
<br />DESCRIBE
<br />(4 S* LONG
<br />(p AT
<br />STOP BAR
<br />(4). PANELS ARE DIRECTLY
<br />ONE INTERIOR PANEL
<br />BOTTOM MRICK TO WALL
<br />DEMON[ AND W 3 -
<br />USED , W44v gg
<br />SMA 6� VALUED
<br />MEW
<br />40 X �L'
<br />IN QN MAU EQR OEM A2 EQ AkIrl Q%f,�VC&A
<br />RMOLEMNIQ EQUIRI BUM SIRWOURES
<br />F -7 ir'.1000N ANOMORS TAPOON ANCRORS
<br />1, D.C. Oz.
<br />POURED CONCAM PC
<br />OR 7MM'"Modt
<br />1 --c4 mwm
<br />fm*
<br />� " \ Eli�
<br />IF -!! 5
<br />A
<br />*v
<br />lit
<br />q 14-1WO PANDMAIEr 14-10`0 'AMELMAX
<br />*0 .' 3'42* WAIT 01/0 3 W* AND Irzm
<br />0 a I/A,* cLQ
<br />WAIARED REQUIRED
<br />WALL MOM ImMuAlm AVON
<br />u
<br />S'w". Be"
<br />ME ITHEET 14 20 MR ANDM IYM a twow
<br />SMILM FOR wm Wool)
<br />RAM" BALDN", so. Now wftft GO
<br />M110"ANCHM $PACOCIT Am MMLM A a 44167 FLOPJDA BUILDING CODE !2!0h Voloaft Ho no Zone)
<br />3112 0= Toem lr� 20 04E GALVANIZED STEEL STORM PANEL
<br />ARM DAMN at'.
<br />OLOUL PROTECTM 07AW"m
<br />OPIUM!" To at Pas&*Lf� REDUM T- DRI
<br />ShVING WAINED UWMT FACTOR =oWr PRODUc7s. UIC. om
<br />--: 11 L 19 C 0
<br />'40 NA
<br />"OVAM 04 INS ak 20-176
<br />Ew'." 4, two mxMa
<br />Pg.
<br />mm. Y" "- MAW am Emm-24=
<br />1. E-Z H#04 MW PANEL 940M ON THIS PROOLIa EVALUATION DOCUMENT (P,9 0) HAS BEEN VERIFIED FOR COMPUOM IN
<br />ACCORDANCE WITH THE 2020 (Ah LOTION) OF THE FLORIDA BUILDING COM
<br />DESIGN WIND LEADS Somi BE oETOWM As PER SeCROK TOO OF THE 0
<br />MR A WIND SPEED At REOUIRM BY THE JURISDICI" W%ERE THESE SHUFFERS rLMSEUMPM AND
<br />FOR A OIRECTIONAUTY FACTOR 0-DA& USING ASCE 7-16 AND SMALL NOT fX=O THE MAXIMUM
<br />DESKIN PRCVAW PATINCAT INDICTED ON SHEETS 25 A, M
<br />IN ORDER TO VERIFY THE ASOW COMMON. ULTIMATE DOM WIND LOADS DETERMINED PER ASCt I-Ta
<br />"D DESIGN WIND U)" BY MUCTIPLYING THEM BY MS IN MIR TO
<br />=:mmr-m/-9' (A.&D) 013911 PRESSURE 91ITINGS INDICAIED ON SHEFTS 25 & 20,
<br />III ORDER 'TO VERIFY IMAX COMPONENTS AND ANCHORS ON I" P.EO. AS TESTED WERE NOT OVER STRESSM A 33X INCREASE
<br />IN ALLOWABLE STRESS FOR WOW LOADS WAS MM USED IN I" ANALYM CASTI"S SPACING TO WOW HAS am
<br />DETERMNED IN ACCORDANCE WON N�&S- 20M
<br />STOATA PAW-% ADVQUIACY FOR IMPACT AND FATIGUE PEIRSIANCE HAS SEEM MWED IN ACCORDANCE WITH S&CITON IM OF
<br />I'Tt ADM MEAMONED CODE AS PER MWITRATION TESTINO LABOMTORY. IMC� REPORT # 20n AS PROTOCOLS TAS-201.
<br />TAS-202 AND TAS-203.
<br />Z THIS SYSTEM MAS MR DESIGNED TO OZ INSTALLM ON THE WYME Or 'TNE OPP" AOMS04 IME OPENING FROM THE
<br />INSIDE W/O THE USE OF A LADDER OR LIFT, INS APPLICATION IS VALID WHEN NWALIA11OR IS INTENDED TO BE PERFORMED
<br />FROM THE INSIDE Of STRU=RF-
<br />3. SERIES 1000 INSTAI-LAMON fS APPLICABLE TO SINGLE AND DOIAKE HUNG STYLE WINDOWS W04 IM&MLASION IS REOUIRED TO BE
<br />PERmRm FROM THE INSIDE OF STRUCTURE.
<br />4. SERIES 20M INSTALLATION IS APPLICABLE TO "011 AND DOUBLE HUNG AND HORIZONTAL SLIDERS STYLE WINDOWS WHEN
<br />INSTALLATION IS REQUIRED TO BE PERFORMED FROM TME INSIDE OF STRUCTURE.
<br />S. ALL ALUMINUM EXTRUSIONS TO BE SM-TS AUW AND TXMFIER� (UMM DTHVI� NOTED)
<br />6, ALL MAMNUM S4-W METAL USED AT CLOSURES SMALL HAVE 3114-"14 AUDY.
<br />7. ALL STOEL SHEET METAL PANELS SKAU HAVE SIRUCTUIVQ. DUALITY STFIa, ASIM A-653 GRADE 60 Min., GALYANIZED STEEL
<br />Dewwrm W/Fy- S" kal wn.R Rotm)�
<br />ALI, SMW TO BE STAINLM STEEL M4 OR 310 ift WtIM OR CORROSION RMISTAINT COAUO CARBON STEEL AS PER MN
<br />50016 W/ 50 W YIELD STRENGTH AND 90 W, TENULE STRENHITH & SHALL COMPLY A/ FLORIDA BUILDING CODE SECTION 2411.3,3.4.
<br />0 WITS TO BE ASTM A-307 "U1,AARXI) STW- OR M 304 SMES STAINLESS SML WIM 36 W MINIMUM YIELD VRENGTH�
<br />10, ANCHORS TO WALL SMALL BE AS FOLLOWS;
<br />(A)
<br />1/4!�o TAPCON M40NM AS MANUMIURM NY LTM. BUILD". ANC. (AIR, f4b_3192 F'&4)
<br />1/r 0 9 7/87 CALK-W ANCHIM, AS MANUFACTURED Of DENALT tW- (MIN, fou-3000 W.)
<br />J14-10 FAMMTE FEMALE 10 & PAMPAO.V PLUS AhItHOM AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />("-3= IL01)
<br />41) MINIMUM EMBEDMENT OF TAPDON ANCHORS INTO POUREO CONCAIM SMALL BE 1 314� ANO 2- FOR FANELMATE
<br />FEMAX ID & PANELMAIE PLUS,
<br />A2) MINIMUM 01BEOMENIT OF t/4-0 A 7/8� CALX-IN ANCRORS 94ALL BE IS 7/4r INTO ODNCRETE� NO EMBEDMENT INTO
<br />ANY FR41SH MATERIAL SMALL BE PERMITTED.
<br />1/41 #-20 SS SIDEWALK MIT$ USED SHIALL BE LOW EMMICH(SHOULD ANY FINTSM MgMk EXIST) TO ENGAGE 3/4'
<br />INTO ANCROM
<br />AA IN WE IM PRECAST PAYERS BE $&JND
<br />P=N OR
<br />FLOOR. ANCom SHALLTI&AP STRUCTM BEHIND AN= SMALL
<br />BE AS MWWO IN &I) AND IN A,2)�
<br />1/4' # TAPOON ANCHM AS A&INuFAC"M BY IYX SULDEX, INC,
<br />_-11 4 9 X 7/ CALK-N Oft, AS MANUFACTURED BY Ric. ( M-1 P, J,
<br />4-10 FV^E ID AND PMELMAITE PLUS ANCHORS, AS MANUFACTURED RY ELCO
<br />UCTS#'�"71 P�&I,) F
<br />&I) MINIMUM EMBEDMENT Of� TAPCON ANCRORS 00 PANCILMATE fEWLE 0 & FAINakAlt PLUS W70 CONCRETE
<br />BLOM WALL K 4 1/4-.
<br />8.2) MINIMUM EMBEDMENT OF 1/0 X 7/0' C&K--W ANCHORS SMALL BE IS 7/0' INTO CONCRETE.
<br />NO EMBEDMENT INTO ANY FINISH MATERIAL SHAJ L BE PERMITTED.
<br />1/4* 0-20 SS SIDNALK BOLTS USED SMALL BE LONO DOUGH(SHOLILD ANY FINISH MATERIAL E=n 70
<br />MM04E 31e IWO M040M
<br />8.3) IN CAM THAT PRECAST STEVE, OR PRECAST CONCIRM PANELS BE FOUND ON THE JECIDING WALL
<br />ANCHORS SMALL BE LORD OMOR TO REACH THE MAIN STRUCTURE BEHIND SUC14 PANELS, ANCHORMTE
<br />WALL BE AS MENTIONED IN 9�1) AM IN 0.2).
<br />(C) ANCHORIS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS
<br />NAMUFACTURM
<br />It IT SMALL BE THE RESPONSIOXITY OF THE CONTRACTOR TO VEIM THE SOUNDNESS OF TW WIRUCTLIRE WHERE SHIMER
<br />IS TO K ATTACHED TO INSURE PROM ANCHORAGE. THIS SHUTTER SMALL ONLY BE ATIACIIED TO CONCRETE, BLOCK
<br />OR WOW FRAME BUILDINGS.
<br />12. TK WALLAININ CONTRACTOR a ALL SHUTTER COMPONENT MES *OCR REMAIN 94 CONTINUOUS
<br />CONTACT WITH THE WILONa TO P=-/GAoAN IMISION, CAULK AND SM SMUTTM TIRACKS AU AROUND FULL
<br />LENGTH.
<br />11 STOW PANEL WSTALLA11ONSIVILL COMPLY WITH SPECS INDICTED IN INIS DRAWING FLUS ANY BUILDING AND ZONING
<br />AEGULANONS PROVIDED By THE JURISOCTION WHERE PERMIT IS APPLIED IM
<br />IC ATRIUM WINOCINS, AND DOOM M. E - Z ~ STORM PANEL SYSTEM- IS PARENT PENDING.
<br />16. (a) THIS LVAr1n10" DOCUMENT &.F,D,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PRWDE
<br />S
<br />SPECIFIC PR CTI La. WHERE THE SITE CONDITIONS OMTf. FROM IK PZD.
<br />(b) CONTRACTOR TO BE RESPO SOLE FOR TNE SELECTION, PURCHASE *0 W94LAIJON INCLUDING LIFE SAFETY OF
<br />" I
<br />THIS PRODUCT BASED ON I.. PE.D. PROMM HE/SHE DOES NOT DEVIATE FROM THE M40MONS DETAILED ON
<br />INS DOCUMENT. CONSTRUCTION SAFETY At WE IS THE COWRACTOWS REPONSGAUTY,
<br />(t) THIS PRODUCT EVALUATION DOCLNENT WILL BE CONSIDERED INVALID IF MODIFIED.
<br />(d) SITE SPECInC PROXM SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARMTECT WHICH WILL
<br />BECOME THE ENGINEER OF RECORD (E,O.R.) FOR THE PROJECT AND = SETFHMSP NSIBLE
<br />t,p
<br />TO X
<br />_D� eo�
<br />USE Of THE PLM ENGINEER ZERECORO . q=ER
<br />S,M6r
<br />DF=A OELEG046D
<br />SUaM1T TO THIS LATMR THE FOR Mft
<br />to) a4f%�� WE AND ORIGINAL SEAL AND SIONATLTREE Or IHE PROFESSION& ENGINEER or
<br />10, STORM PANEL SMALL BE LOCATED ON A READILY VISIBLE LCCAGON AT STORM PANEL IN
<br />ACCORDANCE OF RMOA BUILDING COM ONE LABEL SMALL BE PLACED MR EVERY OMINO�
<br />LAOWMG 10 CONAPI.Y. WITH SECTION 1709.W2 Of THE FLORIDA GLUM CODE.
<br />INUAUKI SERIES =9 ANQ 1 O-OQ E-Z HMG STORM
<br />PANEL I INTO E!OURED CONCREJE QRSMCRETE BLQQg
<br />A"Pa" 6
<br />ww01101m =**'m
<br />og= 4 c� W11-15OF"'
<br />4 WmEnWo- m
<br />60 -D�'
<br />/-r4lrt
<br />40
<br />Y 7
<br />5
<br />Va
<br />sm SCHUXILT:
<br />25 k,
<br />sum-m V4101- 4' SHM 25
<br />70 CLAIM 10 QLASS, Smw gs I
<br />d* ou-S& VON o0ow
<br />2, To 6".
<br />D1,
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<br />0 IDA WILDING CODE vistoog cons zona)l
<br />cam Ixmm m- ro�
<br />STATE 0" 20 GAGE GALVANIZED STEEL STORM PANEL
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<br />&J-1 IMM waft* am= =19 m y
<br />xb" MONS, (NIi)410-1645, P4. (654)6111� 20-176
<br />Is IMAINIt Not
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<br />SHEET NO.
<br />SH 1.2
<br />
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