|
1; 11PIN
<br />-6001wm
<br />V
<br />A"m TO
<br />`HMIA _7"
<br />70' OR LESS
<br />2 spr
<br />1
<br />8OLIED
<br />1
<br />3,
<br />2V A'S'V
<br />+IMM -76.3
<br />w am LESS
<br />2 T/r
<br />OIL"
<br />IV & OR
<br />MAXINUM N4C"= &'AM IN L Go 3 llr
<br />APPLICAMUT TO
<br />Z=' 6.
<br />or Im
<br />POW
<br />wwk
<br />[P-*0
<br />CMUc-"
<br />OWNWAOn ROMAS 6
<br />PeaLwm Pus
<br />TO caavm
<br />TO ammeam
<br />TO TIM!"En"
<br />To COMMI
<br />III cmimm
<br />MUM
<br />12"
<br />NIA
<br />12.
<br />N/A
<br />Ir
<br />N/A
<br />12*
<br />1. , 2. (TOP)
<br />It*
<br />ro,
<br />to.
<br />r
<br />S*
<br />4.
<br />+68-43, -75.3
<br />51
<br />1.
<br />1.
<br />1.
<br />11 ..ON)
<br />70* OR LESS
<br />N/A
<br />-
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2'
<br />it'
<br />2' (BOTTOM)
<br />- -
<br />7'
<br />NI/A
<br />6 1/2'
<br />N/A
<br />4 1/2-
<br />N/A
<br />4 I/z*
<br />N/A
<br />3. 0(p)
<br />Ir
<br />N/A
<br />12'
<br />N/A
<br />,
<br />N/A
<br />9 1/2-
<br />N/A
<br />x (BOTTOM)
<br />12^
<br />M/A
<br />12,
<br />N/A
<br />Ir
<br />N/A
<br />Ir
<br />N/A
<br />4' (W)
<br />L
<br />12'
<br />a"
<br />12-
<br />9 1/2'
<br />12*
<br />11,
<br />12'
<br />It-
<br />4' (BOTTOM)
<br />LIMITED 70 44,0 P�I. ASA). PROSSIUME MyW.
<br />a SIX am IS FOR ANCHORS raw a SAMIw I" mrmlxn" INTO WOOD
<br />WAME KINSM
<br />MNIMUNI ANCHOR WAVINIS AND 111140401 DOME ONIAMX AIR 04"M ON INS
<br />$041KAL 001 EA L09 TAW 11401CAM ON NNAU ONMa NOW WRONG
<br />BY MUIJftVMS IMM INWO ON OMMU IN INE FOUAWM FACIONS, MR
<br />NO OPOWM 10 K POORL ROOM WRONG GIMINID UM FMCM SNNA
<br />to^" SPACING Now= FOR am Now TYPE AT
<br />nomm
<br />1
<br />1/4
<br />1/4 .0
<br />Ijww
<br />`70-
<br />0"-m
<br />01 APO= WMM OL)
<br />3
<br />3 $A
<br />sel"Ift 00
<br />PAW-3 low.% ftA w
<br />3
<br />3
<br />3
<br />A
<br />3
<br />3,A
<br />3 '/j
<br />4
<br />mxA as ow aws"
<br />- -
<br />jo
<br />r
<br />IAG
<br />Im
<br />A
<br />3 Iff
<br />+ IwOUIm " DISTANCE wrom BOTTOM
<br />L-t-JI/2'
<br />AND a) TO 11L 112' 01 PAND,
<br />ACQUIRES M- DISTANCE BETWEEN 9"M OF PANIM I
<br />AM 4D TO BE. Spar 3/Ir
<br />Mo.
<br />COMPONENTS FOR REGULAR, IFIE
<br />SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCAE 1/2-1
<br />(IDTAL *=My--
<br />r
<br />:1.5w
<br />(D WORM PAM -----------------
<br />KTAIL A
<br />FAMMIS OIALL K INSTALLED ALWAYS
<br />" AT 00 AT LEFT SIDE Of PIANO.
<br />low u" TO Neff W/ I/r us
<br />Awals no LIP
<br />w �"iloWiiii�'
<br />*O.QS*
<br />.&AW
<br />AWL
<br />ISCUIETM VIEW QML A
<br />ROUNDED CORNER 0 ENOS OF POWS
<br />DID LIP W/ HEMMED ME
<br />04-73)
<br />.072' (YYP.)
<br />3.7' -a+
<br />-J.7w _
<br />Go"
<br />jum"
<br />AMU 0 0 1/4�
<br />an 0 12 Sir or -
<br />Ow K Mmmm
<br />WHO NEAM 'F_' TRWK AME MH STUD
<br />91.
<br />0.024- QAMJ
<br />STEEL
<br />.375* i
<br />11 -_�M
<br />PANEL 0
<br />'.1
<br />To b i
<br />O-or CAW#
<br />o.ml
<br />OU7W
<br />; a��
<br />OR
<br />0 - Alk .0118' AW J2V
<br />monam
<br />(1) KEY K= WASHER
<br />105-HIS4 ALUM. ALLOY
<br />3 KEY MXE AT PANIEL 0511 SHOM 5 FOR ADDITIONAL.
<br />air LXNTATON or omw Le"m 6 1
<br />0 _125' ONLY VAUD FOR INSTALLATIONS INTO
<br />[TYP.) WOW SWAICTURCS.
<br />1 '2w OW-- 2 3.11w
<br />L-2
<br />.129* 2 A, saw
<br />i.mr
<br />L_ cm)j
<br />KV. 'He WEADM U1 14upER 1 -1,
<br />11 MIN. TO r
<br />sum I MAIL
<br />4m.
<br />LOW 2.
<br />I 2w3r
<br />Ow
<br />ANN.
<br />L MP 7_7801 SOCRO
<br />,21'
<br />aum)-ouT or NALD-OUT *Fw TRACK @
<br />TRACK AN= (ZAmmAc
<br />Ow f + 24-- T
<br />14,
<br />=:ft MOT
<br />.M
<br />SHOETS 0 THROUGH
<br />V Mo.
<br />PAND, LENOTHI
<br />(Sm soma
<br />ON SHW 3)
<br />ON
<br />O.r-
<br />or MLL OR SLAS
<br />CONDITION)
<br />IN
<br />gem 2 THROUGH 10)
<br />MUNG Mi C" MWNTM
<br />%MIA
<br />9 THROUGH 10)
<br />9 w0j" 10)
<br />_A
<br />(@ J" TRACK @ im
<br />(I I Ato mw
<br />(USE ONLY FOR E-Z KING SIGN PANEL
<br />SYSTEM) GO&N-Te AiLum. AIM
<br />CONCRETE
<br />LOGO"
<br />MULE ON
<br />INFIGUGH 10)
<br />:1111011 LEG.
<br />'Ir im
<br />GLASS.
<br />ON p
<br />I V
<br />PAM LENGTH
<br />(SEE 90"m
<br />ON SHIMIT 3)
<br />OF V
<br />STATE
<br />to
<br />PANEL
<br />i
<br />(SEE I
<br />Mi..
<br />ON 33
<br />no POW
<br />SERAIRAMON
<br />TO GLASS.
<br />I
<br />q)
<br />ON SHIEM
<br />(sm poww"
<br />ON SHMET 3)
<br />to 9
<br />I
<br />ORACER
<br />CONCRETE ANCHOR$
<br />(SEE SCHEDULE ON
<br />OEM 0 THROUGH 10T -4) 2 1/0- U014 MAX. MANMW
<br />IDIOM PER SHMET
<br />OR CONCRETE BLOM
<br />REOUIRM.
<br />I* MAX LONG ALUMINUM SPACIVIS 0
<br />DMITINC POWNED CONCRETE SALPLACDOCUM !XA%C_PX FOR
<br />12 1/2- D.C. (SEE TANUE #1 ON
<br />94EM 2 10.)
<br />SCALE 3/11-1-
<br />24 OAK $&VAN= STEEL STORM PANEL
<br />DIM
<br />I E �CO �W MRCM MWM U-C-
<br />20-175
<br />OW" ft
<br />WA= U1,11 &JT I= or is
<br />INSTALLATION
<br />DETAILS FOR SERIES 2000 & 1000
<br />_E-Z HANG STORM PANEL
<br />INTO EXISTING W090 STRUCTURES
<br />L49 Samm 0 r O.C. W/
<br />scanis 0 6- or- w"
<br />THREADED PDCTRATION
<br />;/4
<br />Ml�- THREADED PD17ROM
<br />To LIUMM WOUD HEAM.
<br />(3) W. 2'.4* Ratio
<br />HDIDIR I=
<br />WOOD WAO".
<br />AN OR
<br />4 O� liftr ".c
<br />0 u Do ore
<br />44.11 SKSOLr
<br />1A Do
<br />0
<br />in 0 61 Ox, W/
<br />1 1/2' VA.. TIVIPM vempmom
<br />��Dcr 1 2. &
<br />WING WR
<br />WADM
<br />A
<br />OF cm -a L
<br />trio* N_ w "WITT
<br />or V&w
<br />4 C.* SALL
<br />pul
<br />t,,MflwN
<br />0 a END or it)
<br />010E DETAIL 1/24 a
<br />it
<br />ilj�'j y
<br />NOTE IA KIOW)
<br />1/4*0 1* KIM 0 9, Gr.
<br />WE: &
<br />P
<br />2
<br />I= -
<br />TO OVARL
<br />j
<br />�#'
<br />mur -
<br />rlApA,
<br />�.. IHN.
<br />MANTINI'Ma"
<br />12 t1r Gc1
<br />I
<br />INSTA"TM
<br />WA� I Mo
<br />hILTERNAM 2"W
<br />PUT ON 04 DOE
<br />IMALL AR
<br />SCALE 1/4"-1"
<br />wAr I P0.1-
<br />mm
<br />I INSALUNT" ARE ONLY VAUD I" BUILDINGS on" (:?M LOADS
<br />UP TO K% -7b.a Am AM meww$ IBM" UP To S.-I
<br />2. FOR HE* WOOD =00MOSTRUCTIOROW Now TO K SOUTHERN
<br />Pot No. 2. W/ toll, 0, OR
<br />At TOP, As
<br />1
<br />100 04 200D INSIPLUIT" TYPE 04 MEET 21
<br />WARK&W
<br />Tw K COMBINED IN ANY
<br />ALItRIMATNE
<br />Comoffmu
<br />TOP mnm WOW
<br />A AMOUNT I
<br />WAY t %7M1trZM'A"AT AM
<br />WIN 1/4". 1'
<br />NOTE SHUM TWO NOT SHOWN Mo writy
<br />SMIT PAMOA(b
<br />AT TOP CR BOTTOM
<br />WITH TRAM (b Oka
<br />MAXIMUM PANEL LENOTH
<br />"L+" OR "L-" (ft.) 0
<br />MAININAM "0.
<br />PROPIRM RATING
<br />or
<br />CONCRETE a wm
<br />t
<br />Sao
<br />no
<br />JLQ
<br />to'-W
<br />low
<br />0,4.
<br />45.0
<br />01-61
<br />r.1.
<br />me
<br />a, .0'
<br />Sao
<br />Sao
<br />81-0,
<br />It-4-
<br />-
<br />7"
<br />r-S.
<br />#1-101
<br />Sao
<br />r-1.
<br />617*
<br />no
<br />r".
<br />1,1.
<br />Sao
<br />IF, -01
<br />AGO
<br />o'-**
<br />IF-#*
<br />100.0
<br />81-8*
<br />r"O
<br />"no
<br />9.9
<br />r 5*
<br />9XV 1
<br />3 L
<br />A BILGiO
<br />A-- Im samors 4V Ge. W/
<br />'Ir VIA, Twommo pvvmwp
<br />DNM "m mum.
<br />M.1
<br />ft C711.11_YE
<br />4C.-L p4w $m.S.
<br />0 Mk DO or
<br />1/24 &
<br />Lg:�Mft# SCW/ WOW32*
<br />UK" 0
<br />IN
<br />4 LAG
<br />IN ffl�r
<br />AT am
<br />ln ILE or Alm
<br />Bull
<br />%1
<br />Wit
<br />FLORIDA BUILDING CODE (K2h Velocity "Wrfoano Zoned
<br />10.4
<br />aw" MUM Wc_
<br />"a mumm Sim Sm PAREL
<br />Oft at.,
<br />S
<br />0
<br />.
<br />OF(
<br />01k
<br />.....
<br />11LIECOome.
<br />MMAL MTECTIM PMW= UZ.
<br />"weff
<br />(KINIM-7544. ft (M)M�
<br />ML.
<br />at-ML-11 giitmrg Gong
<br />.0. -
<br />is
<br />1-115-
<br />Pi's
<br />F19 f 1 1
<br />a a, a
<br />nNa Cgjaj coggesmIlmma 2/4 f/4. S/4. 4/S. 5/3 & 6/5
<br />Amcmms (SEE SOCKU am W/6, 2W/6, 3W/7 4W/7
<br />CONCRIM m=K & WOOD (t) Sam 1, 10 act I)
<br />SWIRIA-PAKI I M 1911M At UGH 0 6
<br />no WITH TRACKS -1 r- r -7 - 7 r f-T
<br />77 �T'
<br />DIRECT MCIUM AT UCH QMA
<br />MAXIMUM PANEL LENOTH
<br />L+- OR -L-- (ft.) 0
<br />PRESSUIRE mim
<br />(+
<br />CONCRETE a wm
<br />INSTALUATIONS t
<br />11'r
<br />.00.0
<br />W-10"
<br />t
<br />Afta
<br />91-01
<br />Ir-1.
<br />410
<br />*'-1*
<br />4r-;-
<br />-
<br />dr-711
<br />S"
<br />8*-J'
<br />r-
<br />Sao
<br />11-r
<br />ow
<br />71-s'
<br />r-2;
<br />mo
<br />1.,.
<br />61-8
<br />SAO
<br />;"-o*
<br />91-3*
<br />Mo
<br />A-d'
<br />81-31
<br />Rao
<br />61-91
<br />11SO
<br />o1_r
<br />5,10*
<br />10GO
<br />91-31
<br />S.-r
<br />IOIA*
<br />S'-4'
<br />51-1 ;
<br />fitil!
<br />MAXIMUM
<br />PANEL LOOM
<br />0")
<br />MINIMUM SEPARATION SO GLASS SCHEDULE
<br />WIND SPEED 4 170 .P.h
<br />Real SPEED 170 ft"
<br />UNRESTRAINED
<br />REITTRAmom
<br />UNRESTRAINED
<br />awrwmm
<br />30 OR LEN
<br />1.
<br />1.
<br />6 1/4r-
<br />3,33 70 so
<br />1.
<br />7 i/r
<br />>00 TO 146
<br />7 /2
<br />Jme V""
<br />7 a
<br />TOP
<br />mom
<br />"LAWN
<br />U.
<br />HEADER
<br />STUD
<br />ARGUE
<br />TMC;c
<br />AME
<br />JAL
<br />PAO-QUI
<br />r TIMM
<br />DIRECT moon
<br />W
<br />3r
<br />w
<br />w
<br />w
<br />IAXI.r SnO ARGUE
<br />3r
<br />1.
<br />1.
<br />1.
<br />1.
<br />3r
<br />1.
<br />TRACK
<br />1.
<br />3r
<br />32.
<br />4r
<br />or
<br />w
<br />w
<br />MR-W7
<br />w
<br />1.
<br />1.
<br />3r
<br />w
<br />Be
<br />w
<br />.91
<br />w
<br />D.M.,O.
<br />(SEE SECTIONS
<br />- - - I -- V�
<br />/1�� '//_ --- - I - a
<br />-441 - I �_.
<br />1 T; t t ral 1 4 T to- 1 1 t Tal I r ral -
<br />3: MAI:
<br />MAK
<br />MIN. X5 6/5 1 MIML
<br />1.10.2/4 1/4. 3/4. 4/5, 5 & 4W/7
<br />Lvw/6- M
<br />L
<br />...... .. .. ANCHORS (W SCHEDULE ON SH
<br />REGULM STORM PANEL in ELEVATION /4- Met. OAP
<br />IAW
<br />(mm. amaw -I som VALLEY)
<br />7-S 70117 7-7
<br />X-1
<br />N.
<br />(2) GIVEN A
<br />I T WKLANNS WM WOW ARE LAIRIM TO 06 pal. MAYL A.S.O. OEM PRESSURE RAOIG
<br />44167
<br />can umm Ic
<br />24 OAK 4ALVAM= SIM STORM PANEL
<br />ova W.
<br />YE OF
<br />=TE c 0
<br />;wm M=Tm Pmwm U.C.
<br />Oft
<br />4$M $A I VMW
<br />20-175
<br />_"Mw
<br />WINNING
<br />INSTALLATION DETAILS FOR REGULAR PANEL Q
<br />INTO WOOD STRUCTURES
<br />7�_ T VA -7-T T
<br />T
<br />TO GLASS.
<br />--r.= ON (SO SCHED"
<br />ON Ow 3)
<br />SWEET 11)
<br />0
<br />2 .01111M. LENON
<br />F4) MOST"
<br />WOOD ANCNORS WIN I sm SCHIED"
<br />(SEE 304cku ON1_ i� 1
<br />ye
<br />e SPACER
<br />SMEET ti)
<br />MAX mil
<br />I I SPAM.- OF V
<br />717 i I
<br />e, LENGTH W,
<br />WOOD HEAD L ED
<br />ARM, T- REQUIRED I;V,
<br />I
<br />I I ED
<br />IN _,-, I J..
<br />.
<br />I- MW LOW ALUMINUM SPACERS 0 12 1/2'
<br />Mill. S"K. %op.M.4). FOR,
<br />1. MAJI. 1 1/2' 1" SLEIINES.
<br />SID'ASIVION I MAX. PANEL LOOM
<br />PA*ft. uwm
<br />-..E
<br />SCHEDULE
<br />(WE SCHEDULE (SEE I PANEL NATE FOWL 0 OR PANEL MATE
<br />11
<br />ON SWEET 3) ON SHEET 3) ON $"MIT �)
<br />: PLUS (SEE $cmeow ON *w 11)
<br />a 'VA- ��L
<br />AT
<br />I =%Mn TO Was. I 2*x4* WOOD.- -
<br />+ ILE PLATE WAUNIIED
<br />t"ON i
<br />n =3
<br />DIRECT
<br />I
<br />I i I
<br />Y' SEE ON SHMET I I MR VAX. PANEL LENGINIS Al
<br />0 12 1/2' O.C, MUS��tl
<br />a .0 Ots" LOACS FOR INS INST044ATION.
<br />or V to I
<br />61�91
<br />W 12 1/2- D.C.
<br />N
<br />11
<br />WOOD ANCHORS
<br />STAGGERED W/ Sluct
<br />L_ Z ON 2% M K I Iff LOW in
<br />L_
<br />-.@ (1) WOUAM 0 LIMIM 10 A ONE MW MLOW WON lir-V
<br />r.4* WOM N MAN MPO 110W:� 00A OMMON
<br />*Mm PASM
<br />PLATE REOIAKW I
<br />7T ';wL sommum it wo WOOD V so M on SIMM
<br />StAGGI NN REOUIRED DO 10010110 =4 IM COWOW 1A PANIC. MAK FROU 4 OR
<br />d 11r
<br />(SEE -=z- BIT
<br />SCHEDULE ON We W'
<br />iM7
<br />N." a:4. - -
<br />won on" POBNM
<br />+ft -0 Pat. Mam Is= a Ism IQ w a AIR WOW
<br />a 0100. am
<br />-1 �' GO waves Slow FIND, umm is WALL U MOLNT is� LOM "M Allow
<br />w
<br />ALUMIF (4) Rr ##A $HILL K As 01010401 am
<br />WALL. MOUNTM :r'r%Lw%Vm&c:L V V-49 3/W- to
<br />1w Me
<br />VAUMM am
<br />o CiN
<br />c N FLORIDA BUILDING CODE (Man Ngh V�Opft Mo ft* ZDA4111
<br />1. INSTALLATIIDN ARE ONLY VAUD FOR MAX, JLS.G. emm "011m W. r.0
<br />Nam FOR COMIMMA= OF SOW No. 44101 *1
<br />DESIGN PRESSURE RATING (p.0) AND PANEL LENGTHS 24 UK QALVANW STEEL STORM PANEL on,
<br />TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SWAY 3 (EXMK FOR
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) 7Z R C 0=.. \ am& PROTECWN PROMM Lm "..
<br />'S
<br />INSTALLATION. 0 WiLal Of=
<br />It
<br />to
<br />2. FOR NEW WOOD FRAME CONMUCTION: WOOD . 9!01441 "Soft Imsmo-l"A. 20-175
<br />i V.At mp
<br />MEMBERS To BE SOUTHERN PINE No 2. W/ SPECIFIC fft (04)004W
<br />ft.
<br />Mimi "I """I
<br />DENSITY OF 0.55 OR COUAL
<br />swoorle
<br />Lam N=
<br />(0) !g'wj' GpAmy' Q khw-;
<br />1. SYDRAI PANEL SHOWN ON THIS . V^AXMN DOCUMENT (P.E.0) HAS K04 VERIFIED FOR COMPLIANCE IN ACCORDANCE
<br />PROCA, 'm
<br />AS MANUFACTURED BY LT.W. BUILM, INIC
<br />WITH THE 2020 (7th EOMON) OF THE FLORIDA MUM CODE. THIS STORM PANEL 04AU NOT BE INSTALLED AT HIGH
<br />#14-10 PANEUMATE FIEMALE 0 AND PANO-VA7E PLUS ANCHORS. AS MAHWACTURM) BY ELCO ON
<br />CONSTRUCT PRODUCTS
<br />VEIOCM HU00RICANE ZONES (MWA-DW / OtDWM COUNTIES).
<br />- 1�4'0 L� SCREWS PER N.D.L
<br />DESIGN WIND LOADS $HALL K DETERMINED AS PER SECTION 160 OF 7K ABOVE MENTIONED COM. FOR A BASIC WIND
<br />to, 5/5 WOOD NO". AS DISTRIBUTED BY ALL POW SCREW. BOLT & SPECIALTY 00.
<br />SP AS RODUIRMD BY YK AAHSINCY1001 *HERE STORM PANEL OU K INITAUM). AND FOR A DIRECTIDNALITY FACM
<br />NO -0.0% USING ASCE 7-10 AM SHM.L NO EXCM THE WXMMUM (A.S.D.) KNOW PRESSURE MTINM INDICATED ON SHEETS
<br />Cl) MINIMUM THRIADIO) PENETRATION INTO WOOD Or TAPCON ANCHORS SHAU. BE 1 1/2' 1- FOR ELOO PA LAWE
<br />AND K
<br />3, 9 TMRU 12 111 1?. 1&
<br />AND PANUMALE FEMALE ID.
<br />1% ORDER TO VEWAT THE ABOVE CONOTTIM ULTIMATE DESIGN WIND LOADS DETERIMP" PER ASCE 7-4 SHAU. BE FIRST
<br />REDUCED TO A.&D. DES" PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPAK 74M W/ MAX. (A.3.0,)
<br />C.2) MAWM THREADED PENETRATION OF LAC SCREV. INTO THE WOOD FRAMIE UNIT SMALL BE I I"NO THREAM
<br />DESIGN PRESSURE WON MUM ON SPICETS 3. 9 THRU Q & 17. 18.
<br />PENETRATION INTO SIUCCO $HALL BE CONSIDERED AS PANT Or THE REQUIRED THREADED PEN
<br />IN ORDER TO VERIFY W ANCHORS ON THIS P.E.D. AS IMS, WM NOT OVER STRESSED, A 33S INCREASE NO ALLOWABLE
<br />SIRM MR WIND LOADS WAS M USED IN THEIR AN003M FASTENERS SPhCM TO WOOD HAS BEEN DETOMMINED IN
<br />CA) MINIMUM EDGE DISTANCE OF LAO SCREWS, INTO WOOD WOU BE AS INDICATED IN THIS DMWW
<br />ACCORDANCE WITH N.D.S. 2018.
<br />STORMI PAREL'S ADEQUACY FOR ~ AM WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF
<br />CA) MINNUM PENETRATION OF WOOD W"M OW.L WE 5/0-. 1/4- 0-20 SCREWS USED %Mt BE 1 1/2- LONG MINNAPM
<br />THE ABOVEIMEINTIONIED CODE AS PER AMERIM TEST L42 OF SOUTH FLORIDA REPORTS 100MOI -01 AND IMIS.02-011, AS
<br />SHOULD StuCCO EXIST. AM I" Mwam FOR WAIAS WITH No SIUCCO,
<br />PER BOND 2-29 a AVM E 330-02 STANDARDS. AND AMERICAN TESTING LAD SOUTH FLORIDA ROPORT #1123.01-10 AS PER
<br />TAS-201 AND TAS-203 PROTOCOM AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1804 OF THE
<br />C1) IN CAM THAT PRIOCATT STONE, ON PRECAST CONCRETE PAIALS SWCCD OR WOOD BMW K FOUND ON THE DUSTING
<br />FLORIDA &ALONG CODE.
<br />WAIL ANCHORS, SHALL K LONG ENOUGH TO REACH THE MAW i!rft� KHM SUCH PAN=.
<br />A40+DMK SHALL BE AS MENTIDW IN CA), CL2) Ar C.4)
<br />2. ALL ALUMRWUM UMS04 TO K 50&-TG ALLOY NO TEMPER. (UNUSS Oftimm NOTIIO)� SEE SHEET 2
<br />(0) AKHOR$ VVU K INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AM SPECIFICATIONS OF ME ANCHOR'S MMWACTUREIL
<br />3. ALL N-VOWN SHEET METAL USED AT CLOSURCS "ALL MAW 3$05-HI4 ALLOY�
<br />& PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTAILATOW Orms S"^ ON SECTION I THROUGH 6 (SHIM 4
<br />4. ALL STEEL IMMET METAL PANELS SMALL HAVE STRUCTURAL QUALITY STEEL ASTM A-653 QUM GO U*WA, Q-010 GALVANIZED
<br />740101.1014 5) 00CEPT THAT NIVIDERS o *0 WALL Nat K USED.
<br />STEEL DESIGNATION W/FY- 22.2 AM (AFTER ROLLED).
<br />9 IT SMALL K THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUND"M Of THE STRUCTURE WWERE SHUTTER IS TO BE
<br />S. ALL $CRM TO BE STAINLESS STEEL 304 OR 316 AS SMES OR CORROSION RESISTANT COATED CARBON STEEL AS PER Do'
<br />ATTACHED TO KSUK PROPER ANCHORAGE THIS SHUTTER SHAA1 ONLY BE ATTACHED To CONCRETE. WILM 00 WOOD FRAME
<br />INALD"m
<br />SOQ;8 W/.SO W YIELD STRENGTH AND 90 ki TENSILE STROHM AND 5WU COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />241 3.3.4
<br />10. EACH REGULAR STORM PANEL WITH UIDOGINS OVER 90". AS PER SECTIONS 1. 2 4 5 6 AND ALTERNATIVES IW. 3W & OW ON
<br />94CM 4. 5. 6 A, 7 RESPECTIVELY.- SHALL HAW A LEGIBLE AND WDILY Milik 4AA049 0111TRUCTING 0*40 OR TOGWIT TO
<br />S. DOLTS TO BE ASTM A-307 GALVANIZED STEEL ON AIM 304 SERIES STAINLESS STEEL WITH 36 kW MINIMUM YIELD SIRENM.
<br />SECURE PANELS WITH APPLICABLE REINFORCEMENT OURIK PERMODS Or HURRICANE WARNING.
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOM*
<br />it. THE INSTALLATION CONTRACTOR to TO SEAL/CAW ALL SHUTTER COMPCHEWT EDGE$ WHICH REMAIN IN CONTINUOUS CONTACT WIN
<br />THE IRMOING To PREVENT WV/RM INTRUDDS
<br />(A) 11mi-TIALISSIbc=
<br />i/ell YAPmN ANCHORS As wAwAcnm by Ism. wLm)c. INC. (Min. V-3102 ".1.)
<br />12. STORM PANEL INSTALLATION 94ALL COMPLY WITH SPECS INDICATED IN THIS DRWK PLUS ANY BUILDING AND ZOW4 REGULATIONS
<br />1/4" 0 . 7/8' CALK--W ANCNIORS. AS MANUFACTURED BY OEWALT NIC.
<br />PROVIDED BY TIC AXOSOICT04 OHM PERMIT IS APPUED TO.
<br />1/4'0 1 3/4' SOUID-SET ANCHOR$. AS DISTINGUiTED By ALL POINT SCREW, BOLT & SPECIALTY CO�
<br />(Min. r-3000 P.0,I)
<br />13, (a) THIS PRODUCT C^A#Alft DOCUMENT (PtD.) PREPARED BY THIS 04GAIMIA IS 004MC AND DOES NOT PROVIDE INIFORMATION
<br />111-10 PANELMATE FEMALE 0 A. PANMMATE PLUS AICHOM AS MANINACTURED BY UCO CONSTRUCTION PRODUCTS.
<br />FOR A SITE SPECIFIC PROJECT., Le, WHERE THE SITE CONON110" DEVIATE FROM THE PXO�
<br />1/4-11 ZAMAC W" MCHORS. 08 BY DEWALT, IHC�
<br />(b) CONTRACTOR TO BE ASWONMZ FOR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY Of THIS PRODUCT
<br />AJ) MINIMUM EMBEDMENT OF TAPCOH ANCHORS INTO PW" CONCRETE SHALL K 1 3/4% 2* FOR ELOO PANELMATE AND
<br />SAM ON THIS P.E.O. PROVIDED NYEg) �DM K�OEVIATE INV THE CONCITIONS DETAILED ON THIS DOCUMENT.
<br />Ooms"KICTION SAFETY AT SITE to ASSPONSIButy.
<br />I 3/4. FOR ZAMAC NAXIN ANCHORS.
<br />W THIS PRODUCT EVALLAIM DOCUMENT WILL BE CONSIDERED 1NMAU0 W MODIFIED.
<br />A.2) CALIC-IN At SMJD-90 ANCHORS WALL K EMBEDDED 7/4' INTO THE PO4JOED CONCRETE ND EMKMWT ADD
<br />SIUCDO SMALL BE POINTITED 1/4- 0-20 SCAM USED SHALL K 1 1/2- LOW MINIMUM SHOIU SYUCCO "IST,
<br />(0) SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL WDOMC THE
<br />AND I" MINIMUM FOR WAUSBITHI NO STUCCO AND MAY BE HEADED SCREWS OR ALL THWAM SCREWS W/0 WAD.
<br />ENGINEER OF RECORD (LOA.) FOR THE PRNW AND WHO WILL BE RESPONSIBLE FOR T14E
<br />am WITH %mc "UTS.
<br />PROPER USE OF THE P.E.O. ENGINEER OF RECORD. ACTING AS A DELEGATED ENOWEIR TO THE
<br />RED. ENGINEER. SHALL SLOW TO INS LAM THE SITE SPECIFIC ORM"oos FOR REVIEW.
<br />Aj) IN CM THAT PRECAST SIDW. PRECAST WKWIE PANELS. PAVERS. STUDCO Oft WOW 9004m K MUND ON THE
<br />IDOSTING WALL OR M". AN04M SHALL K LONG ENOUGH TO REACH THE MAIN STRUCTURE SIDOID SUCH 0101W.
<br />(t) THIS PLO SHALL BEAR THE WE AND ORPOINAL SEAL NO SIONATURIE OF THE PROFMONA.
<br />ANCHORAGE WALL BE AS MENTIONED IN A. I) AND IN A,2).
<br />PHIMM OF RECORD THAI PREPARED IT.
<br />(B)
<br />14. SHUTTER MANUFACTURCAS U%Bft SHALL BE LOCATED ON A KAWY VISIBLE LOCATION AT STORM
<br />Ile 411 TAPCON ANCHORS AS MANUFAVURED BY 1. 1. W. 8WILOEX. INC.
<br />PANEL SHIMER IN ACCORDANCE WITH SWTION 1709.1.; Or FLORIDA "DAG COM ONE LABEL
<br />SHALL BE PUACM) FOR CAM OPENING LABELING TO COWLY WITH 31=04 1?0.9.3 OF THE
<br />1/4' 0Xx 7/8' CAN -IN ANCHORS. AS MANUFACTURED ON OEVALT, INC.
<br />FLORIDA SUIUNNO CODE.
<br />1/4-0 3/4- SOUD-SET ANCHORS, AS DISTRIBUTED BY ALL. POINT SCREW. 900 & SPECIALTY CO
<br />114-1 PANUMATE FMAAUr NO AM PAND.MTE PLUS ANCHORS. AS MANUFACTURED BY OUCO CONSTRUCTION Half '
<br />0
<br />1/4 0 ZMAAC NIMUN ANCHORS, AS MANUFAMRED BY OVINICT, W,
<br />THE
<br />0.1) MINIMUM EMIDEOMEN7 OF TAKON ANCHORII, ELCO PANELMATIS AND ZAAW W" ANCHOR. INTO THE EW*
<br />\ FLORIDA BUILDING CODE (Non NIgh V41"tty cone Zono)l
<br />BLOCK UNIT SMALL BE 1 1/4'
<br />4
<br />8.2) C&X-sm 4. SIX* -SET MCHM SHALL BE EMBEDDED 7/87 *(TO THE C04MM 6UOCX UNIT. NO %%V,44
<br />7
<br />24 GA41 GhLVNM STEEL BMW Ama
<br />ULD MOSI 0
<br />STUOCO SMALL BE PERINITIO), 1/4 ' 0-20 KAM USED SKALL K 1 1/2- LONG MINIMUM S"MLD MOST.
<br />AMD I* MINIMUM FOR WALLS WITH NO STU1DCO_ STATE
<br />S �T
<br />1102CO,
<br />OLOINAIL PROTEMON PRO1Kxm LIA
<br />V/V/nw
<br />T
<br />5.3) Of CAM THAT PIKCAST STOW. OR PRECAST CONCRETE PANELS. STUODO OR WOOD NAM BE ORI
<br />DUSTING WALL MC44M SWU BE LOW ENOUGH TO REACH THE MAIN STAILICIUK BEHIND SUCH P
<br />("4)00-?Mk Nx
<br />20-t?3
<br />NrAORAGE 94ALL BE AS MENTIONED IN 9.1) AND IN 10 �
<br />PP)M-om
<br />amem; -
<br />Is K^AwgmgAm
<br />"AlLw 2.0, .it I L
<br />i 0 i i
<br />MISSION 1
<br />2"W 1 or to
<br />All,
<br />LENOTH
<br />HEDULE
<br />MY 3)
<br />CONCRETE J
<br />(m $CHU
<br />SHEM 9 1
<br />A1.7m
<br />ANCHOR
<br />we SWED" ON
<br />Oem I THROUGH 10)
<br />BUILD
<br />4ma
<br />SECTM
<br />soME 3�%.
<br />mom
<br />HCOULE
<br />37 3)
<br />WALL
<br />mu
<br />9116 0100 moulff
<br />IN
<br />AE
<br />INSTALLATION DETAILS FOR REGULAR PANEL In INTO WOOD
<br />7, ALTERNATE LIG,
<br />__WCATION
<br />4`xS1 Ifin. calm
<br />-
<br />WAM
<br />AOUWAW
<br />OFF WOOD
<br />KAM TO BE CERTIFIED W
<br />REGISTERED DOINEER Olt
<br />ARCHK=T PRIOR To SHUTTER
<br />INSTALLATION. ANCHORS ALVIDNIATE WOOD AMOHqW�
<br />1 Mon.
<br />--r-SCHEDULE ON ON a
<br />ZSC 7" HOW
<br />07 - - -1
<br />1/4' p.-
<br />MAX. WOOD HEADIR
<br /> ---. -.-.I
<br />REQUIRED
<br />1 7 1
<br />WON ANCHORS 2.\
<br />(SEE mam ON
<br />1 vim 11)
<br />EFARATION TO
<br />SCHEDULE It
<br />W SEPARATION To GLASS.
<br />lam mm 3)
<br />-C (SEE* SCHEDUA1 ON SHEET 3) V M"
<br />I' W PANEL UDWN
<br />VL. %A
<br />w to PAM (SEE scNED=
<br />PAMMLENGTH OR SHMIT 3)
<br />1 11 W ca
<br />(m SCHEDULE =14
<br />ON SHEET 3) It
<br />i I
<br />-q)
<br />_(D OF, IL
<br />Of V MAX
<br />'71
<br />'/2
<br />0 12
<br />I
<br />ANCHORS
<br />SCHEDULE ON
<br />(S a scmimum 11 VAMN' 11)
<br />- WOW 2W WOOD
<br />REOUIREO w4umm
<br />DID ANCHORS
<br />Saw 11)
<br />ON. 4.
<br />N
<br />en LINTING IIIIIII b-0iff MOUNTM
<br />N a 2 ALTERNATNE 4W
<br />ALTERNATWE
<br />WALE 3/9-1" 1111 3/111'
<br />NOTE EQR CQMMNAIM OF NO. 44167 FLORI BUILDING OM
<br />(Non fth Vol -fly Nu ZOW)i
<br />1. OWALIATION ARE ONLY VALID FOR MAX. A.S.D.
<br />TOP & BOTTO MOUNTINGS CAN BE DESIGN PRESSURE RATING AND PANEL LENGTHS xygm INC. 24 OW IMLVAMM VM STORM PANEL
<br />mn (# &%W
<br />.91
<br />COMBINED IN = WAY TO SUIT ANY AS PER SCHEDULES ON SN&T
<br />A'___ 0/p/M
<br />INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUC-TION: WOOD 11LIECO.
<br />__ / CLOW PRmcm ROD= LLC. cat
<br />;AXL
<br />MEMBERS 70 BE SOUTHERN PINE No Z W1 SKCIFIC
<br />DEINSITY OF 035 OR EQUAL.
<br />I Amom Balljoss-70% FAR, (MAW -on 20-175
<br />1; WW
<br />w*I M IOWA.
<br />UKAVANQUW/Wt J'a FL I I __
<br />"A"W" I- Toll 17 1 1 FM,9
<br />nma 1 4 am 7 UP Is
<br />L
<br />cn
<br />-cu
<br />>
<br />a)
<br />2
<br />(1)
<br />c
<br />cu
<br />(D
<br />U)
<br />(D
<br />-cu
<br />cn
<br />0
<br />c
<br />0
<br />- -
<br />LL
<br />cu
<br />0
<br />cu
<br />*4--
<br />C)
<br />m
<br />>
<br />cn
<br />(D
<br />E
<br />L_
<br />0
<br />CL
<br />cu
<br />40-
<br />1,
<br />0�'
<br />U)
<br />:w
<br />0
<br />rn
<br />cc tj
<br />LL. Ca-
<br />A2 cc I=
<br />CUP
<br />w
<br />cu
<br />OU CL.
<br />e - =
<br />cii t5 ZE
<br />W -0
<br />w Q3
<br />im r=
<br />.12
<br />C3.
<br />C3- (-A
<br />CD
<br />CD
<br />_,c_-
<br />cu
<br />>
<br />cu
<br />>
<br />0
<br /><
<br />-6-0
<br />cu
<br />cn
<br />CIO
<br />m
<br />z
<br />z
<br />_j
<br />SHEET NO.
<br />SH
<br />1.3�
<br />
|