|
wkxNw Asz.
<br />-
<br />I -- -
<br />Ego"
<br />,v.-
<br />I -oft-
<br />I A R. F, � ".
<br />(SEEM7
<br />To
<br />+66.0. -7&3
<br />70* Olt LESS
<br />=2 91,r
<br />BOLIED
<br />1% 2'. 3% I'W.
<br />2,W & 31v
<br />.6". -75.3
<br />70' Oft LEM
<br />2 7/0-
<br />BCXTED
<br />4� & 4*W
<br />EDGE
<br />QUAIL A
<br />,W�rS& M.S. & WRIGNUIT AT OVERLW & 4OX OF PANEL LENGTH
<br />PANEL
<br />MAYJMUM
<br />ALSA. DESIGN
<br />"W
<br />Mk'AM ANCHORS SPACING FOR E. D. Z 1/2' �
<br />~-MILE Tv
<br />SECTO'B' 1 *
<br />ANY oftemuw
<br />OF MIT
<br />WXWW MIEL
<br />TAPOONS
<br />FANSIUM MOLE 0
<br />PANi-WF-"
<br />To CwCRM
<br />To QONCKTE
<br />am -
<br />To CONCRETE
<br />10 C`gVRE`E
<br />III-Ock
<br />ONCM
<br />1.
<br />BLOCK
<br />TV CONCRETE
<br />12*
<br />NIA
<br />12,
<br />NIA
<br />12-
<br />N/A
<br />12'
<br />N/A
<br />I- & 2. (TOP)
<br />70' OR UESS
<br />10"
<br />3.
<br />v
<br />4'
<br />1.
<br />4*
<br />12*
<br />3.
<br />Ir
<br />1.
<br />ir
<br />w
<br />OA)
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2-
<br />it'
<br />2' (BOTTIM
<br />7
<br />N/A
<br />f, 1/2
<br />N/A
<br />4 1/2-
<br />N/A
<br />4 1/2'
<br />N/A
<br />3- MR)
<br />jr
<br />N/A
<br />12,
<br />H/A
<br />9 I/v
<br />N/A
<br />9 1/2-
<br />N/A
<br />V (BOTTOM)
<br />12'
<br />NIA
<br />12'
<br />1 N/A
<br />Ir
<br />NIA
<br />IZ-
<br />N/A
<br />4- (TOP)
<br />12-
<br />1.
<br />tz,
<br />9 1/2-
<br />12-
<br />11-
<br />12-
<br />)1-
<br />4- (BOTTOM)
<br />* UCCED M Alto W. A.S.D. DESIGN PPA'--W4K RATING.
<br />&SEE SIMBET 20 FOR AHCHORS TYPE A SPACING FOR INSINUATIONS INTO WOOD
<br />rmw su"ING,
<br />MINIM EDGE DISTANCE ARE INDICATED ON TICS
<br />=vO."'Twx INDICATED ON SM
<br />F=MOM SPACING
<br />By MAMM"s ST* FACIORS, MR
<br />I'" OPOUXION TO K POSSIBLE MUM SWING ORIANED USING FACTOR SHNU
<br />Or K I= TIM NOUN SPACING VIDMA1121) FOR EACH ANCHOR TYPIT AT
<br />-4nm Lama
<br />ANCHOR TIM
<br />1/4%,
<br />1 1/4.
<br />11're
<br />1 11140.
<br />FANPaLLIAN'
<br />GAI-1
<br />is, liom swogf�
<br />1
<br />3
<br />2 1/2
<br />lcm-gi
<br />VA%ftj
<br />31
<br />3MI12
<br />A,&
<br />4
<br />MAIN
<br />+ REQUIRES MO. OWANCE BETWEEN BOTTOM OF PANEL
<br />AM (1) TO 11C 1/2' via
<br />+ + ROCUM W. DISTANCE aEnW1N BOTTOM OF PANEL
<br />Q To BE. 31ir 3/le-
<br />v Mo.
<br />COMPQNENTS FOR REGULAS, LIFE SAFETY E-Z HANQ RORM eANEL 5YMM5
<br />(SCAUE 1/2
<br />sr-�
<br />12" j�4W 4"
<br />CL
<br />5 1/0 (TYP.) I MQE al a 1/4,
<br />I 1�0* Iw- - .0C.
<br />it
<br />v
<br />owl
<br />0.024r MIN. THICK 6
<br />rN.VAIRZED SIM _084"
<br />ASIM TYP. 2 1 air
<br />A863
<br />CIAM Do Woomim '25
<br />0-60 GALV. EDGE 2.1
<br />41T
<br />(D MEM PANEL ---------- KTAL A 1 -2.000'
<br />PANELS SHALL K MIA= AMYS
<br />FROM LEFT 10 Row W/ 112* to MWK ANIDLE WITH MD
<br />AF SW AT LEFT SIDE OF PANM 'H" HEADER -F
<br />wwa's
<br />.0.270
<br />.2w 1.407 *.GW
<br />"E"-- L
<br />ISOMEMIC VIMN WAIL A
<br />ROUNDED CORNIER 0 EINOS OF PANWE
<br />ENO UP W1 HENNAED EWE
<br />KU HOLE WASHER
<br />3105-14154 ALUM. ALLOY KEY HOLE AT
<br />2.112e
<br />-Aw
<br />MAX, MEN
<br />A
<br />SLEEn 2 11
<br />I (�) REV. -14- 11= @ 'U' HEMER
<br />�125* 2.0ow
<br />t-118 C"44
<br />WIN, to 51 M.-, -
<br />SLEEff J* MAX,
<br />LMGM * (@ "M 61) Or TRAric
<br />3aw, 0061-73 ALLOr
<br />.37V �364'
<br />Do
<br />�G` 4W .27e
<br />Mj�' To .250
<br />231-
<br />7SEE SECTIONS
<br />VIP MIN.
<br />@ IWILD-OUT *r BUILD -OUT = TRACK WMIJEW WINGNUT
<br />TRACK ANQU CZWAC 3 &LOY)
<br />0 02r IWO
<br />0131S 0.2WO
<br />L
<br />I OR I&
<br />ne
<br />11.� L.-
<br />.12V
<br />AUM-1
<br />EAM -7-7M-
<br />*SM SHEET 6 FOR ADDITIONAL
<br />UWAVIO IF SUMENI: WIDTH a I I,.
<br />MY VA"M FOR watuLATOW Mo
<br />wow STRUCIURM
<br />@ emEL pANGER
<br />(I I X VADE)
<br />(USE ONLY FOR E-Z HANG STORM PANEL
<br />SYM) 6063-T6 ALUM. ALLOY
<br />INSTALLATION DETAILS F-09 REGULAR PANEL in
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />ALTERNATE CONCRETE
<br />ANCHORS L
<br />GOING Ix ANCHORS �-I�u =011D.N
<br />E"TING POURED CONCREN_
<br />(SEE Mm a &=No POURED OON SHEETS a THROWN 10) OR CONCRETE SIM
<br />9 THROUGH 10 OR CONCRETE MOCK
<br />TIERKATE LEG
<br />Exanig; LOCATION CONCRETE ANCHORS
<br />CONCRETE F (SEE SCHEDULE ON
<br />wel" HIM SKMTS 9 THROWN 1
<br />F Ban* GR
<br />CONCRETE ANCHORS Ll 7-,; F
<br />(SEE SCHEDULE ON=-
<br />SHEETS 9 THROUGH IQ) 260
<br />0 1/4=
<br />PANEL LENGTH
<br />ISM SCHEDULE
<br />ON SHEET 3
<br />FOR
<br />TV GLASS. ON SHEETS
<br />'To (set SCHEDULE
<br />CLASS.
<br />(SEE SCnE00NUUE (IN I ON SHat 3)
<br />POHL 1.ENCTH1 &K Wit "M
<br />0:1-471 PANEL Lem am 7-n
<br />(SEE SCHEDULE LENGTH
<br />ON SHEET 3) (SEE SO4MM
<br />=o4 ON SH T 3) =lad
<br />TO GLAM, t
<br />It
<br />S=
<br />'V
<br />A OF
<br />MAX.
<br />f SPAM
<br />F LENGTH- OF %7
<br />MAX�
<br />,r7s L C ---
<br />o ric�
<br />CONCRETE ANCHORS CONCRETE ANCHORS
<br />EM (SEE SCHMLE ON (SEE SCHEDOUL ON
<br />to
<br />GE OF WALL OR SIM SHEETS 9 JOH 0) SHEETS 0 THROUGH ALUMINUM
<br />REOUIJWD Y CONDITION) a D.C. VAL0 MR
<br />M PANEL
<br />G POURED CONCRETE
<br />COWAIETE BLOCK COSTIM POURED CONCRFrEj LENGTHS PER SHEET I
<br />CONCRETE
<br />$1 ClUTRIED. MO, LONG ALUMINUM SPACERS 0
<br />(SEE 0 L--rv.- 1-9 "; 1/2' OX, TAKE #1 ON
<br />ISM
<br />SHMMM 9 1 SHEETS Q & 10.)
<br />CEILING AID In OR MOUNTING RU"-9yj MOUNTING WALL MOLINING ZQIR%Nfi W (1) OR 61
<br />SECTION 4
<br />SCALE 3/8-1* SCALE 3/8-1-
<br />A.
<br />FLORIDA BUILDING CODE (Man fth Velamcify H�u 0 Zone)
<br />r
<br />o,44167 winia. ge. 24 WA GALVANIZED SIM STORM PANEL DUN ft
<br />F-D. - EDGE DISTANCE NOTE FOR 001IMMMU QE SIECTIONS, TATE Ojt:� PROMIcTs, I.I.C. WL
<br />(SEE SCHEDULE ON 11LIEC0.11119. GLOM PROTECT"
<br />TOP & BOTTOM MOUNTINOS CAN BE 48M &W 61 STREET
<br />---=go WM FL 33314 20-175
<br />SHEETS 9 & 10) p"Mv-
<br />COMBINED IN ANY WAY TO SUIT ANY 01 0184)110-711W PXI ("4)M-OM
<br />IE
<br />0WALLATI[ON. Iwat
<br />CA-DM719 MOW ft
<br />INSTALLMION QUAILS EQR SERIES 2000 8: 1 Q90- E-Z HANG STORM PANEL in
<br />INTO EXISTING WOOD STRUCTURES
<br />1/4-0 LAG SCREWS 0 11- Oc. W/
<br />1 1&2;= THREADED POCM11ON ne wow
<br />1/1,11 LAG MmOrs s, a- = wy _10 wow wmm MIUM
<br />1 1/2 W.. "Um pmeigNIM FIAT 09 ON EGGE
<br />-10 VAST010 wow wAam SA& To cositilic wow W-4m
<br />cg�L e`#-��
<br />�4-
<br />3
<br />Ox
<br />0 1A. DM OF 11) >< Viv�, -KING
<br />114*# LAG SCftWS 0 V 04� Ill ill"r sAta
<br />/4'-2 - Mg.. rim
<br />/t MAIL 1/2- A, T 1.&014' TRuss 1 1/2 AM PC" 0 si, END or
<br />IA.
<br />3yis, Ah- pop w4v coot #14*1* SALS-
<br />0
<br />Cry:131AWN OF EVM 0 Ek OV OF ID
<br />A
<br />s"Aw- P I �; \ /11 5
<br />C.A
<br />NOTE sa
<br />5 -
<br />2 opir V
<br />I
<br />SIPAM-f" 10 CLASS.
<br />TO GLASS. rm" avow 12* O.C, 9 2 718, M,
<br />-WARATION-
<br />1/4--2ft3/4' - TO CLASS
<br />-2 0
<br />To CLAM Ovew avow EVERY Ow"
<br />Oil
<br />T.
<br />1 4*- -a It 3 Ct
<br />1
<br />Ig 12'64,
<br />4'* pmamat FEMALE lo 4
<br />2
<br />t"IMATE PLUS W/
<br />719
<br />111READED M.S,
<br />WTE 'A OEUV) 0 12 1/2' OLC- w""/G4*
<br />1/4-W LAO SciR=M4W.C� L
<br />I - -
<br />MN 0 TE4 YA 'A
<br />pol I PAT OR ON 4- If, MW IT e
<br />E NOTE - p4gw/ 7/8--/32'
<br />lar, PENITIAWN 0 1
<br />SE NQ0
<br />Ic /. LAG SC;"S 0 r cc� W/ I/*"# LAG SCREWS 0 a, cc, W/
<br />101, 12,0�"" "Ifim 1w TW-AKD pDwMrlw "NAM PMMTM
<br />ALTEM%= 2, Mi.. 2'.4- WOOD REQUIRED OF PLATE
<br />SCALE RATE W-OtMED FLAT ON EDGE:
<br />ALTEME I N 1Ljq OUT MQU
<br />SCALE 1/4 -1'
<br />MOUNTING
<br />1. INSTALLATIONS ARE ONLY VAUD FOR RUIDINGS WITH AILD, DESIGN LOAM INSTALLATION ALVJMM -W
<br />UP TO +68o, -7" pw MD PANOLIS LOWIp! UP TO 51-101� '190110111, . "v , Vw SCALE 114--1-
<br />2. FOR NEW WOOD =J=fforg�[= 10 BE SOUTHERM RE ........ 4�
<br />SCALE 1 4'-1'
<br />PINE N., 2. W/ f,
<br />FLORIDA BUILDING CODE h Velocity H and Zone)
<br />I Top As s No. 4 On" TOM, W, EL pp -
<br />am 00"
<br />20 GAGE GAILVANIZED STEM STORM PAN
<br />STAT F
<br />ow PROTECTION PROOUCTS, I.I.C.
<br />JIMaD 11LIECOil MOUL
<br />4ft* S.W. $I SIRTLEY
<br />INC.
<br />ANY
<br />OnNisso-mr,
<br />Top & BOTTOM MOUNTIOM CM WE OOMoww Of ANY 9911111awk AN21IM-UrAMI OiN Z 3w'.
<br />WAY 10 Sir M-f INSTALLATION, (45.0m 20-176
<br />am i-in I ���
<br />$ME- Ile - V OWAM N.�
<br />NOVE � SWITER TRACKS NOT SkOWN FOR CIAMTY al 24 P-1 aw a OF a
<br />SINGLE PANIELS111 UN
<br />WITH TRACKS (2) OR (81)
<br />MAXIMUM PANEL UNGTH
<br />"L+" OR "L-" (ft.) 9
<br />DESIGN
<br />PRESSURE RXIING
<br />(P.*.f.) I+ or
<br />CONCRETE & WOW
<br />owALLAnoWs t
<br />Zoo
<br />12*-0*
<br />210
<br />121-6^
<br />W-41'
<br />fr-It,
<br />Iow 1.
<br />to,-o*
<br />4aO
<br />Irl.
<br />410
<br />a'-p,
<br />5110
<br />0'-11
<br />8--4.
<br />no
<br />81-r
<br />fi-C`
<br />81�r
<br />71-7"
<br />--�no
<br />65.0
<br />5,-0*
<br />.1'.
<br />7110
<br />r-1.
<br />I.-,.
<br />MO
<br />1-1.
<br />w-10,
<br />Sao
<br />1-2-
<br />r-71
<br />Mo
<br />r-ol
<br />Rae
<br />61-01
<br />S�z'
<br />9$.0
<br />61-0,
<br />61-0*
<br />lkxXv
<br />8,-31
<br />51-11,
<br />alo
<br />W-31
<br />s-s'
<br />flao
<br />)?&a
<br />WITH Tom a' n4 - 0 & -0 D.M..O, w.
<br />DIRECT MOLINTED AT SAW-Effl*
<br />XIMUM PANEL LENGTH @ Or E,
<br />*L+' OR 'L-" (9.) 0
<br />MAXIMUM "0.
<br />DESIGN
<br />PRESSURE RATIO
<br />(P-0 (+
<br />CONCRETE & WOOD
<br />INPAIJULATOM t
<br />L+
<br />I-
<br />20.0
<br />14*-4-
<br />W-0'
<br />a"
<br />W-10'
<br />ff�r
<br />=0
<br />yl�#*
<br />iso
<br />40.0
<br />416
<br />Sao
<br />81-7-
<br />01-2,
<br />no
<br />1-1.
<br />dav
<br />7'-#*
<br />7--2-
<br />7DO
<br />r-s*
<br />tv-11,
<br />710
<br />7--2-
<br />s,-S*
<br />amir
<br />71-01
<br />6*-S'
<br />no
<br />;111
<br />gav
<br />61-9"
<br />0.0
<br />61-7*
<br />1017.0
<br />81-3,
<br />51-r
<br />1010
<br />d'-j*
<br />31-4*
<br />110.9
<br />J,-v-
<br />IsLo
<br />tiLs
<br />MINIMUM SEPARATION TO CLASS SCHEDULE
<br />MAXAAIM
<br />PAREL LENGTH
<br />(n)
<br />WIND SPEED 4 170 -Ph
<br />WIND SPEED > 170 M40
<br />UNRESTRAINED
<br />RESTMZ
<br />UNIFIESTRAWED
<br />RESTRAINED
<br />30 OR LESS
<br />I'
<br />I'
<br />v
<br />61/4-
<br />>3370 90
<br />71/2,
<br />1/2'
<br />>20 TO 145
<br />7 1/2*
<br />71/2-
<br />>145 10 1
<br />i
<br />7 112*j
<br />TOP
<br />DIRECT
<br />MOUNT
<br />11.
<br />NGIM
<br />.1.
<br />H04DEA
<br />Alto
<br />ANGLE
<br />TRACK
<br />'r TMON
<br />AN"
<br />Cg.-
<br />'r TRICK
<br />DhwCT MOW
<br />1.
<br />32'
<br />332"
<br />3141
<br />w
<br />w
<br />so.
<br />-iF-
<br />i.51xI.S1 STUD ANGLE
<br />1.
<br />1.
<br />42'
<br />3r
<br />'r TRACK
<br />w
<br />32'
<br />12.
<br />42-
<br />67*
<br />1.
<br />Sw
<br />FW,�Z,�
<br />W
<br />212-
<br />32'
<br />3r
<br />60'
<br />56'
<br />08"
<br />BULD-OUT � 'PACK
<br />IL-MIRLS199111-
<br />swv
<br />32-
<br />32-
<br />1 3r
<br />r VAX ANCHORS (SEE SCHEDULE ON
<br />MIN:�--� SHEETS 0, 10 atii) -
<br />-T-1
<br />AS
<br />+0
<br />1/4, 3/4, 4/5. 5/5 6/5
<br />IW/6. 2W/G. 3W/7 & 4W/7
<br />- �, - �� - � � - .1 -
<br />BOLIED PANELS ill/ 1/4
<br />ts. M-" BCRT W/ to I
<br />L-1 - 10- Y--1 - W- J 3 L J59 - I i L IiL -r*T I
<br />1/4, 3/4. 415, �/S & 0/5
<br />2/4
<br />1-104/% 2W/G. 3W/7 & 4W/7
<br />-ANCHM (SEE SCHEDULE ON SHEETS 9. 10 -11) , ,
<br />REGULAR STORM PANEL M ELEYNTIM /4* Ma. CAP
<br />2A71 N.T.S. --If-
<br />W OOER!�P -1 %HOLE VNIE4
<br />SECT19N A -A
<br />NIT.S.
<br />I (JV SEE SCHEDULE SCUD* FDA MIN. PANEL UMFM FOR POROSITY
<br />I t igswiluxim wro w= &RE uwm To . so At. mAx Aso. DESIGN PREssm FATAC;
<br />44167 m I%T= W-
<br />Te OF /11 LTE C 0
<br />24 GAGE GALVANEZED STEEL STORM PANEL
<br />JOM PROTECTIOIII PRODUM LL
<br />4wlit sow
<br />ii. 'Wi.
<br />fmaw. UGI)M-"M Ift fto*A#-IM
<br />F�.
<br />COMM V,
<br />20-175
<br />INA140 ft
<br />INSTALLATION DETAILS EQR REGULAR PANEL (I
<br />INTO WOOD STRUCTURES
<br />Min.
<br />Vi-� 4-T-1 SEPARATION
<br />70 GLASS.
<br />I WOW ANCHORS
<br />/,Tsm SCHEDULE ON (SEE SCHEDULE
<br />ON SHEET 3)
<br />SHEET I I)
<br />'L" MM
<br />WOOD ANCHOCORS GLASS 1
<br />f I (SEE 504EDULE ON
<br />y SHEET 11) rA3 SPACER 0
<br />A
<br />-T
<br />_SFACER_
<br />rim I LENGTH ur
<br />A w
<br />=EAM- ED
<br />Doi
<br />I
<br />r Um LONG ALUMINUM SPACERS 0 12 1/2-
<br />U U
<br />D.C. Ism TABLE #I =;us FOR
<br />V MAX� 1 1/2- LOW SLEEVES.
<br />PANS. LENGTH PANEL LENGTH
<br />(SEE SCHEDULE (SEZ SCHEDULE (SEE SeNEW"
<br />ON SHEET ON SHEET 3)
<br />ON SHEET 3) 3) k-1 PLUS ISM SCHEDULE ON
<br />1141�11 I i I \ L--PANEL MATE FEMALE 10 ORSPANM MATE
<br />IL-= ILL f I
<br />!=w Mir.
<br />I SEPARATION 2'x4' VY45M
<br />Elam" TO GLASS.
<br />GLASS -(SEE SCHEDULE- PLATE REQUIRED
<br />ON SHEET 3)
<br />-9k
<br />SCALE 3/0-1'
<br />11
<br />ON SHEET I I FOR MAX PANEL LENGTHS
<br />56X I- v Ox. SEE XZAII DES" LOADS FOR THIS INSTALLATION.
<br />.0
<br />I or ED
<br />a 12 1/2' D.C.
<br />Ij WOOD ANCHORS
<br />STAGGERED W/ STUD
<br />(M SCHEDULE ON SP*CEl 9A MW BE I Ilr Logo OR
<br />SHEET 11) (1) 01111ALLAIKIN 6 LWnW 10 A ONE STOW StKVM WITH 10'-V
<br />2*x4' WOOD WX W-* MW HOM CM 0 A $03TRIMM MO ANY
<br />q)
<br />-
<br />PLATE REQUIRED' MKORS; To CLAM
<br />'-=E'RED
<br />10"'C"k 1.1200IMED
<br />W/ SMI) L;I"
<br />LATE 11, 0"' FG`ALE - VR
<br />(sm SCHEDULE ON ca"' 70" ""Nan
<br />FOX& WE SKML K SPAM OCT 5 1/4*001
<br />L
<br />SHEET 11) 00INUM wit 4 A viow t2 Ilr wvaw 'a t: oil
<br />OHM
<br />(1) We" Am DESIGN PRESSURE
<br />ROM 5 .0% -45 W, (3) wx 24 OAK FW00, UDIM Is UMMM 70 W AT ANY WENIM;
<br />S A RCMIM FROM LAN= FrOn LENGTHS MUM ON
<br />(2) OWN =0111 PAND, UDICIN 15 WAU MQUbmell I 011MCT M scissum sw it).
<br />U."
<br />LT CQ 4X' LOW 9000
<br />vi, M
<br />A,fa.-%q% Im CILY
<br />VALE 3/8-1- "M A410'90 Mwis; L I AND 3 AS By -
<br />1w
<br />c-im srmqm ANO THE 2w tM 13"0") OF M nOMDA
<br />(4) =4v" vxm ONLY MR woo VALD" OWL
<br />1. 2 * I PO AMU E HUM1100
<br />I lon-M e-V
<br />NOTE&
<br />FLORI BUILDING CODE (Non Hil Velocity 1HWUr Me Zone)
<br />1 INSTALLATION ARE ONLY VAUD FOR MAX, A.S.D, f No. 44167 om TILIM w- 24 GAGE MYANIZED STEEL STORM PANEL
<br />DESIGN PRESSURE RATING (p.s.f) AN& PANEL LENGTHS
<br />'TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W-) RATE 0 GLOBAL PROTECTION PROOILICTS, I.I.C. MID.
<br />INSTALLATION, 46W &W. 5
<br />b.M 039ZO
<br />2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD ..... .. "-Z� 2G-1175
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC AC� ONWAIM-71144, 140L (W)IM-PP
<br />CROW
<br />DENS" OF 0.55 OR EQUAL 71 tia
<br />GENERAL NOTES
<br />AN12 EX JIM (C) TO pastima WOM iMft 2MIELMMM�
<br />1. STORM OM00AWNT (P-E-0.) HAS BEEN VEMPED FOR COMPLIANCE IN ACCORDANCE 1/4-10 TAPCON 0INCKORS, AS MANUFACTURED BY JJX MUDD, INC
<br />WITH THE 2020 (7th EDITIONI OF THE FLORIDA SIALDING CODE. THIS STORM PANEL SHALL NOT BE INSTAUSD AT HIGH #14-10 PANCUACE FEMALE to NO FUNIELMATIE PLUS MCNOFIS. AS MANUFACTURED BY E100 CONSTRUCTION PRODUCTS.
<br />VELOCITY KURRICANE ZONES (NOW -DAM / SRONAM COUWIES)� Ile* LAG SCREWS PER NOS.
<br />DESIGN WIND LOADS 04ALL BE OETERNgriEV AS FCR SECTION I WS OF THE ABOVE MMONELD CODE. FOR A BASIC WIND 7/1 rf x 5/8' WOW MHOG. AS DSIRHIVW BY ALL POINT SCREW. BOLT & SPECIALTY M
<br />SPEW AS REWRED BY THE 400SINCTION WHERE STORM PANEL WILL BE rNSTAIED, NO FOR A DRECTIoNAUTY FACTOR
<br />K0.0,6S, USK ASCE 7-10 AND SHALL NO EXIDEED T14E WOUNIUM (A.SM.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS CA) MINMUM 111ftEADED PENETRATION INTO WOOD OF TAPCON ANCHORS $KAU BE 1 1/2' AND 2- FOR ELOO PANELMATE FLUS
<br />3. 0 THRU 12 & 17, to, MO PANELMALE FEMALE 0.
<br />IN ORDER TO VMRY THE AMC CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST
<br />REDUCED TO ASD. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 44 ORDER TO COMPARE THESE W/ WX (A.S.D.) C.2) MINIMUM TKWADED PDWMTKN OF LAG SCREW. INTO THE WOOD FRAME UNIT SWU BE 1 1/2-� NO THWADED
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 & 17, 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADIED PENETRATION,
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P;E.IL AS TESTED WERE NOT DYER STRESSED, A 3,3X INCREASE IN ALLOWABLE
<br />STRIMS FOR WIND UAW WAS = USM IN THEM ANALYSIS, FASTENERS SPACING 10 WOOD HAS SEEN DETERMINED IN C,3) MINIMUM EDGE DISTANCE OF LAO SCREWS. INTO WOOD SIALL Or AS INOICX7130 IN THIS DRAWINO
<br />ACCORDANCE WITH N.D.S� 2011L
<br />STORM PANEL'S ADEQUACY.FM IMPACT AND WIND RESISTANCE HAS PON VERIM IN ACCORDANCE MTN SECTION INS.1.2 OF CA) MINIMUM PO4EMAlION OF WOW BUSHING SHALL BE 6/16'. 1/4' 0-20 SCREW USED SHALL BE I Ile LONG MINIMUM
<br />THE ADM MEN111DIRED CODE AS PER AMERICAN TEST LAD OF SOUTH FLORIDA REPORITS IM4,01-01 AND 10219,02-09. AS SHOULD STIUCOD EXIST, AND I" MINIMUM FOR WALLS WIN NO STUCCO.
<br />PER SSID 12-0 & ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLOMOA RUM #1123-01-10 AS PER
<br />TAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1004 Or THE CS) IN CASE THAI PRECAST SFONE- OR PRECAST CONCRETE PANELS STUCCO OR WOW BCAFWS W FOUND ON THE DUSTING
<br />FLORIDA BUILDING COM WALL mcinm SHALL BE LONG ENOUGH To Re" THE MAIN � BEHIND surm PANELS
<br />ANCHORW SHALL BE AS MENTIONED IN CA). =) & C.4)
<br />2. ALL ALUWWM EXTRUSIONS TO BE 5063-T6 ALLOY AM TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED POLLOWINIO ALL OF THE RECOMMENDATIONS AND SMOMATIONS OF THE ANCHOR'S MANUFACTURER,
<br />3. ALL ALUMINUM SHEET METAL USM AT CLOSURES SHALL RAVE 31105-H14 ALLM 8, PANELS MAY ALSO BE INSTALLED HORIZOWALLY FOLLOWING tMAJUATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4
<br />4. ALL SIM SHM METAL PANELS 94ALL HAVE STRUCTURAL QUALITY STEEL, ASTM "53 GRADE 50 MINIMUM. G-60 GALVANIZED THROUGH 5) EXCEPI THAT HEADERSQ * (b SHALL NOT BE USED.
<br />STEEL DIESIGNATION W/FY- 92.2 kii (AFTER ROLLED). 9. IT SHALL BE THE RESPONSIBILITY OF THE COMACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER tS TO M
<br />S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 319 AISI SERIES OR CORROSION RESISTANT CONTED CARBON STEEL AS PER 01 ATTACHED TO INSURE MM ANCHORACE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRIETIL BLOCK OR WOOD RAW
<br />N BUILDINGS.
<br />50014 W1 50 kol YIELD STRENIGITH AND 90 k8i TENSILE STRENGTH NV SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2411.13.4 IM EACH REGULAR S:!;4wpt;w LENGTHS OVER 90". AS PER SECTIONS 1. 2. 4, 5, 6 AND ALTIERMITMES IN. 3W & 4W ON
<br />SHEETS 4, 5, 6 IY. SHALL HAVE A LECIOUC AND READILY VISIBLE VARKING INSTRUCTING OWNER OR TWff TO
<br />6, SCITS TO BE ASTM A-�107 GALVANIZED SIMI- OR AIR 304 SERIES SINNUESS STEEL WITH MI kii MINIMUM YIELD StRekinN. SECURE PANELS WITH APPUrASUE REINFORCEMENT DURING PMODS OF HURRICANE WARNING.
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS-. 11, THE INSTALLATION CONTRACTOR r. TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT %WIN
<br />THE SUILDINIG TV PREVENT WINQ/RAIN INTROWN.
<br />/4'0 TAPCOIN ANCHORS AS MANUFACTURED BY I.T,W. BUILM. INC, (Mirt. 1-3192 P..J.) 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZWNG REMWIONS
<br />fle 0 7/11' CAUK-4K ANCHORS, AS WVJUPACTURED BY DE"LT INC. PROVIDED BY T14E 4MSDtCTION WHERE PERMIT IS APPUED To.
<br />1/4'0 3/4" SOLID -SET ANCHORS. As DISTRIBUTED BY ALL POW SCREW, BOLT At SPECIALTY CO.
<br />(kc-� f'-3000 P-sJ) 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P�E.Dj PREPARED BY INS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION
<br />014-10 PANELMAIt'FIRAUE 0 & PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SIM SPECIFIC PROJECT,, ka, WHERE THE SITE CONDITIONS DEVIATE TRW THE P.E.D.
<br />1/4"0 ZAMAC NAILIN ANCHOM AS MANUFACTURED BY DENALI , INC� (b) CONTRACTOR TO BE RESPONSIBLE FOR THE wxnoH, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />BASED ON THIS PE.O. PROVIDED "HE DOES NOT DEVIATE FROM THE CONW04S DETAILED ON INS DOCUMENT.
<br />&I) MINIMUM EMBEDMENT OF 7APCON ANCHORS 11.70 POURED CONCRETE WWI BE 1 3/4-; 2- FOR ELCO PANEUMAtE AND CONSTRUCTION SWETY AT SITE IS THE CONIRACTOWS RESPONSIBILITY.
<br />1 3/4- FOR ZAMAC WXW ANCHOM
<br />(c) 145 PRODUCT EVALUATION DOCLAMENt WILL BE CONSIOMED INIVAUD IF MODIFIED,
<br />A,2) CAUX-)N & SOUD-SET ANCHORS SHALL BE EMBEDDED 7/e INTO THE PMw CONCRETE NO EMBEDMENT MO
<br />STLICCO SHALL BE PODMIED. 1/4" 0-20 SCREWS USED SHALL BE 1 1/2- LONG MIMMUM SHOW Stv= EXIST, (d) SITE SPECIFIC PROJECTS SHAUL BE PROPARED BY A FLORIDA REGISTERED ENGINEER OR AKHYTfa WHICH WILL SEECOWE THE
<br />AND I' MINIMUM FOR WALLS WON NO STU"O. AND MAY K W�AOED SCREWS OR ALL THI�IED SCREWS W/O HEAD, ENGINEER OF PEOOR04ti3O�.R.&FOR THE PROSECT ASO WHO WILL BE RESPONSIBLE FOR THE
<br />am wMil WiNa NZ, PROPER USE Of THE WIVER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE
<br />PRO. ENGINEER, WALL SUBMIT TO THIS LATTEA THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />A.3) IN CASE THAI PRECAST STOW. PRECAST CONCRETE PANELS, PAYERS. STUCCO OR WOOD BOARDS K FOUND ON THE
<br />EOSIING WALL OR FLOM, ANCHORS SHALL BE LONG 04MW TO REACH THE MAIN STRUCTURE BENNO SUCH PANELS, (a) THIS P.E�D. $FALL BEAR THE WE AND ORIGINAL SM AND SIGNATURE OF THE PROFIESS�
<br />ANCHORAGE SKAU. BE AS MEN111ONED IN AT) AND IN A.2), IONGINE111 OF RECORD THAT PREPARED a.
<br />14. SHLITTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />1/4' 0 TAPCON ANCHORS AS MANUFACTURED 13Y 1. T. W. SUP DEX, WC, PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.0.2 OF FLORIDA BUILDING CODE, ONE LABEL
<br />SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709,9.3 OF THE
<br />1/4' 0 CAX-IN ANCHORS, AS MANUFACTURED STY DEWALT. INC, FLORIDA BUILDING CODE.
<br />1/4-0 x OLID-SET ANCHORS, AS DISTRIBUTED BY ALL POW SCREW. SOLT & SPECIALTY CO.
<br />014-10 PANEUMXTE FUME 0 AND PANEL"TE PLUS ANCHORS, AS MANVrACTURED BY ELCO CONSTRUCTION PR?
<br />t/4' o ZAMAC HWN ANCHORS� AS MMUFAMM BY DEWALT. LNC� X.
<br />0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. ELCO PANELMATIES MD 2AMAC MAXIM ANCHOR, INTO THE i�; Nz
<br />FLORIDA BUILDING CODE (Non High Velocity cone Zone)l
<br />BLOCK UNIT SWILL BE 1 1/4-.
<br />7 YL`nm M Flo.
<br />R.23 CALK -IN & SOUD-UT ANCHORS SHALL BE EMBEDDED 7/8' INTO THE OONICRETE BLOCK UNIT. No N644 24 "a GALVIINIZED STEEL STORM PANEL oqwoi ft
<br />STUCCO SHALL BE fERMMEM i/V 0�-20 SORM USED WALL BE 1 7/2- LONG MINIMUM SHOULDITWIDOsT. *
<br />AND I* MINNU14 MR WALLS WITH NO STUCCM S STATE OUXIAL ]PROTECTION PRoDucTs, U4.
<br />11LIEC O.O$C.
<br />IN CAM THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS BE N ORI S.". 51
<br />ff-/" UAW- fL 30,*
<br />MSTINC WALL, ANCHORS SHALL BE LONG ENOUGH TO MACH THE MAIN STRLVC"UJRE BEHIND ....... RIOND- 054)SP-73A M 06.)M� 20-175
<br />ANCHORAGE SHALL BE AS MENTIONED IN FLI) AND IN &2)- -t
<br />Mi Mg.
<br />"ft till, VIALTER A pz I - *001I wig
<br />r
<br />INSTALLATION
<br />INIQ POUREID
<br />FOUM CONCRETE
<br />DETAILS FOR REGULAR PANEL
<br />CONCREIE OR CONCRETE BLOCK
<br />POURED WNWM
<br />SMUCTURES
<br />CONCRETE BLOCK
<br />��G
<br />OR CONCRETE BLOCK
<br />COMOMM
<br />REQUIRED
<br />REQUIRED.
<br />CONCRETE ANCHORS
<br />(sa ScHEDUL
<br />SHEETS 0 0)
<br />(SEE SCHEDULE -
<br />SHEETS 2 to)
<br />COSTING, POURED
<br />CONCRETE *R
<br />Ile
<br />Ilr
<br />CONCRETE OL09,K-,
<br />FIEDUIM. 4)
<br />MAX.
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE ON
<br />7-
<br />SHEETS 9
<br />Nan IN
<br />ARATION a
<br />r-D.
<br />i
<br />SEPARATION
<br />==a
<br />womma
<br />wormin r-07
<br />1.111=11!i . I ILK FOR I*"
<br />4
<br />f
<br />(SIT
<br />ON %w 3)
<br />W-
<br />PANEL LENGTH
<br />(SEE ZiEikli
<br />ON
<br />i
<br />IWA. SEPARATION I "L" Mw
<br />(SEE SCHEDULE
<br />ON SHEET 3)
<br />v
<br />PANEL LENGTH PANEL LENGTH
<br />CONCRETE ANCHORS
<br />(SEE -
<br />t= vk-
<br />(.,ED
<br />ism SCHEOLU
<br />($BE st"w" ON SHEET 3)
<br />ON SHEET 31
<br />skEEIS 0 THROWN 14
<br />'L
<br />GLASS A
<br />MAX-
<br />I-
<br />5ax
<br />i OF I:
<br />We JKLIs
<br />5 114* 0�a,
<br />MAX
<br />I
<br />E� I
<br />A$
<br />APPLIC
<br />pawi
<br />M loam Im
<br />REQUIRED.
<br />CONCRETE ANCHMS
<br />(SEE SCHEDULE ON
<br />....... SHEETS a *MUG" 10)
<br />12 1/7;'M
<br />OKY WHEN SCUD
<br />4
<br />CALK-tN ANCHM
<br />AM USED & W/ 0 WHEN
<br />PANOMTES
<br />ALTERNATE CONCRETU POURED CONCRETE
<br />ANCHORS CONCRETE 8=9 REQUIROD.
<br />==-./Nni
<br />ANCHORS
<br />ARE USED. REQUIRED.
<br />(SEE SCHEDULE ON
<br />(SEE SCHEDULE ON
<br />SHEETS I THROUGH 10)
<br />SHEETS 9 THROUGH 10)
<br />RUIRZ= NRYNTING
<br />WALL. MQU Ho
<br />SECTION 2
<br />SCALE 3/8-1-
<br />WALL MOU ECTMOUNT
<br />%Aff
<br />SCALE 3/8-1*
<br />jo A. to
<br />............ .
<br />FLORI BUILDING CODE (Non n1h Velocity Hurricane
<br />Zonj
<br />ED, EDGE DISTANCE
<br />(SEE SCHEDULE ON
<br />SHEETS 9 & 10)
<br />TOP BOTTOM WOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />o.44167
<br />IV-% STATE 0
<br />cam MITI= ORL 24 GAGE GALVANIZED STEEL STORM PANIEL
<br />GLOBAL PROTECTION PRODUC Ts, U-C
<br />fA*
<br />ry.
<br />ohm
<br />20-175
<br />INSTALLATION.
<br />(014"-M7
<br />- -
<br />WANING ft
<br />!--
<br />1043101 A Ar - - .
<br />its"
<br />"" I I
<br />MGM r , .
<br />,,j�jt A I
<br />Milan 4 or Ill
<br />INST -) INTO WOQD
<br />ALLATION 12EIAU FOR REGULAR PANEL (I
<br />ALTERNATE LEG
<br />4W (Mtn MY"a /-LOCAIM
<br />dRT
<br />am 'Mo STRUM
<br />ADEQUACY Or III==
<br />W.AM TO BE CIERTIFIED BY
<br />REGISTERED EwNEER
<br />ARCHITECT PRIOR TO
<br />INSTALLATION.
<br />ANCHORS ALTERNATE WOW ANCHI�
<br />(SEE STffULE
<br />ON ON
<br />-rs-wSC EDUU mVI&M WX 90FEN OR
<br />, �2
<br />1/4'
<br />i WOOD ANCHORS �J.
<br />1 (SEE swmxu ON T-
<br />, \ I
<br />SHEET I I) ,
<br />min, I 1 41
<br />TION M I -(D I
<br />U
<br />Llij�
<br />SWCH Utz 1114'1,_ ir Sow
<br />I ON 3) Mr. - MrION TO CLASS, I
<br />(SEE SCHEDULE ON SHEIET 3)---MAX,
<br />4-1"NEO PANEL LENGTH
<br />CAR r-O MML
<br />PANEL LENGTH (SEE SCHEDULE
<br />(SEE SCHEDULE ON SH ECT 3)
<br />ON 3)
<br />It
<br />-L'
<br />OF
<br />OF "L'
<br />Mlx-
<br />0 12 1/2- D.C.
<br />1/2
<br />-i f LA us,
<br />NoiC so,
<br />6 1/4-
<br />-n'. wow
<br />DECK REQUIRED 2.4' WOOD PI,67E
<br />wow ANCHORS REQUIRED -W ANCHORS
<br />ON
<br />(SM SCHEDULE ON SCHEDULE
<br />3/4' SHEET it)
<br />SHEET It) I--
<br />L-2' W.-
<br />UMS AND MOUNTINg BUILD -OUT MOUNTING
<br />ALTERHOMM AW ALURNATIVE AW
<br />5C" ow"1410$04, SCALE 3/8-1.
<br />A.
<br />Nam I' NO. 441
<br />KDJE EM OMBINAMON Of IUMNS 7 FLORIDA BUILDING CODE (Man !hh Velocity Hu cam Zone)
<br />1. INSTALLATION ARF ONL.Y VAUD FOR MAX. A.S.D.
<br />TOP & BOTTOM MOUNITINGS CAN BE DESIGN PRESSURE RATING Cp-wJ) AND PANEL LENGTHS ITA71 OF .2m TRIEW, tc� 24 USE GALYAWMI) STEEL STORM PANEL F.P.
<br />MINIM Ift.
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />AS PER SCHEDULES ON SHIEET 3
<br />iNsTAUAWN. 2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD PRMCM LLC.
<br />MEMBERS TO BE SOL117HERN PINE No 2. W1 SPECIFIC RIECO.... MWAI- PROTECTION
<br />4M S.W. 51 STREET
<br />DENSITY OF 0-56 OR EQUAL
<br />'T01,00IMi, Wr, 11- �14
<br />Mcw- 0154)M-73.L (04)w-snit 20-175
<br />P4 SIAL/sKINOLIMAIATE -311M. WANING
<br />(D
<br />Cn
<br />CU
<br />>
<br />0
<br />0-
<br />CL
<br />0
<br />0
<br />16-
<br />CU
<br />-0
<br />0-
<br />(1)
<br />-0
<br />0
<br />Q
<br />0
<br />0
<br />L-
<br />C)-
<br />C
<br />C)
<br />=
<br />0
<br />.0
<br />LL
<br />4--
<br />0
<br />CU
<br />:>
<br />U)
<br />-0
<br />0
<br />E
<br />L-
<br />CID
<br />0
<br />I-
<br />0-
<br />C/)
<br />0-
<br />f MWI
<br />4
<br />z
<br />z
<br />w
<br />Mi
<br />M .= 0
<br />C=
<br />C"4
<br />6
<br />3
<br />(D .0
<br />E.
<br />Cc
<br />00
<br />Z Ct 0 -:a
<br />> .0 LU
<br />c-
<br />Coll)
<br />0
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<br />CL
<br />0-
<br />-0
<br />0
<br />U)
<br />M
<br />cn
<br />w
<br />z
<br />SHEET NO.
<br />SH 1.3
<br />
|