|
I 'Jill 1 1 11 rw I
<br />VPJU" AS&
<br />-
<br />J-46
<br />-0-M To
<br />-75 *6L
<br />O, .3
<br />W OR LESS
<br />skim.
<br />1., 2'. 3'. VIM,
<br />2*0 a 3`0
<br />.04.0. -7563
<br />W OR Los
<br />2 7/r
<br />JOLTED •
<br />A* It 4W
<br />J MITI ror-MI: 1.1111-7774 7:77
<br />1(.W.; , '. Al
<br />410-F40 viii : 4` 17t.
<br />N fm'r-:-m WIIJI,MI l,. 11=1
<br />O NO
<br />A.SaMON
<br />01"W AD. .ANCHORS WWM FOR E_ I1r
<br />U OFPLCNlo
<br />mocnams # a
<br />ANY cowmvm
<br />or
<br />MAN" PANEL
<br />USAir" v 00
<br />PRESSURE
<br />RATING
<br />ONX-M
<br />PPAILALIR ramz a
<br />PANT AIDE PLUS
<br />�JLM_
<br />to CONCRETE
<br />10.110N
<br />TD omamm
<br />To CONCRETETHEM
<br />Km
<br />Ir
<br />MIA
<br />N/A
<br />12'
<br />N/A
<br />12*
<br />N/A
<br />V & I' (TOP)
<br />IV"
<br />3'*
<br />Alm
<br />ir
<br />r
<br />r
<br />Ir
<br />T BOTTOM)
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />12 1/2*
<br />it"
<br />21 (BOTTOM)
<br />+6&0. -75.3
<br />71
<br />N/A
<br />6 1/2"
<br />N/A
<br />4 1/2'
<br />N/A
<br />1
<br />4 1/2*
<br />N/A
<br />3' (ICIP)
<br />W LESSOR LE
<br />12-
<br />N/A
<br />12-
<br />N/A
<br />9 1/2-
<br />N/A
<br />9 1/2'
<br />N/A
<br />3-
<br />$2*
<br />N/A
<br />12*
<br />12'
<br />N/A
<br />4' (TOP)
<br />4' (BOTTOM)
<br />* LAMM IND 56.0 W. A.S.D. OEM PRIESSAIC RATING
<br />&SM OW n FOR ANCHORS "ft & SPACING M W&ULAt4ft NO WOOD
<br />FWJA ROAM
<br />woom mom We== me WWAN tm [REMOVE An secom ON THIS
<br />SOMMUMV. OM LIL LIESS TWO POCAM ON MM" MM ANCHOR "CPU
<br />BY "IKVM SPACING MOM ON SCHEDULE BY I FOLLOWING FACIGNS, FOR
<br />THIS OPVMFM TO K POOH" "MUCIM SPACING OVAM UM FACRIO SHALI
<br />HOT mu= mmtm 9ft4m *N own IENO mom "K AT
<br />JWGIDR6AYCB
<br />"AS
<br />1/4-d
<br />mowat
<br />-1
<br />&
<br />OKK-
<br />ON, momm ~W-W-
<br />3
<br />3
<br />3
<br />"Now." ammmew 00
<br />3
<br />3
<br />a
<br />44
<br />3
<br />Rams. Sa
<br />r
<br />'AD
<br />.0
<br />I/E I
<br />- I1A4-
<br />Ao
<br />+ REGIMES Mos. DISTANCE KnVMN WM3M OF PANEL I
<br />To
<br />NON,
<br />+ + mocum cE us. commeKrum BOTTOM OF POUND.
<br />Me QD TO SE, 3/1157 vulz
<br />COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG SHIN PANEL SYSTEMS
<br />(SCALE 1/2-1
<br />F .260 _7 .7W 7,1: i --6 T/0' (TYP.) x4r_ APORE 0 6 1/4'
<br />-Ij I So* law _j ow AW an 0 it Ilr MCL
<br />13?W to* ow To FVAMW)
<br />'is-
<br />wmm SI
<br />EDGE AWN A%3M TIP. t 290 .084'- d�'. ID Sr
<br />CARDS 80
<br />9-0 CALM m.
<br />DETAIL A
<br />STORM PANEL t__ _m_TA_1_L _J
<br />Pm" OvlLL K offmAn ^Jay$
<br />FROM LEFT 70 FAW Of 1/2- LED
<br />9 DID AT LEFT ODE OF PANEL 2O "No HEADIER TA AWLE WITH STUD
<br />0.024-
<br />nuifl-'S G&WhH= Sim
<br />W/ memmm MOVE
<br />r T0r
<br />.270'
<br />To 040,
<br />HICIMINIC VIEW DETAIL A
<br />ROUNDED CORNER 0 ENDS OF PANEL'SENO UP W/ HEMMED EDGE. L__ �OR
<br />Usl 2j:7
<br />(N.T.S) TYP so"= AffAffL.1
<br />31150- PAN
<br />.06r " LE wAmER my Him Air n
<br />.0172' DOI* MO.) -a + 3105-HKIS4 ALLAC RIM
<br />L124' A13. SGE $NMI 6 FOR AWAKINAL
<br />.7W'- U&NIAMOVAS IF SLEEVE LDRVN IS I
<br />1 371' .125, 1 ONLY "Im FOR fat4LLIM" WIO
<br />SLEEVE. 2 1 STRUCTIAMES,
<br />-I
<br />3.7k'
<br />125' 2.000
<br />I
<br />REV. ON- HEADER O IOU" HEADER
<br />SLEM 1* Ma
<br />LEN Ai @ PA14M MNIM
<br />3.000, -38i.� 0 " J. llt=
<br />.E4.' (1 1/41 mm
<br />7�2001
<br />ry
<br />SYSTEM) 6063-115 AM. ALLOY
<br />27r (USE ONLY FOR E-Z HANG STORM PANEL.
<br />07 84-
<br />No. 44167 FLORIDA BUILDING CODE (Man High Velocity IIYMItIfmN Zorw)l
<br />: * 4� vtnm Ne F.P.
<br />01 STATE OF
<br />24 OAK S&VANM STEEL VOIN PANEL Do" W,
<br />.
<br />(r
<br />2W
<br />WIN OM.
<br />I L E C 0 OLOB& PROTECTION PROOUCM U-C-
<br />mum m &I IW6T
<br />20-175
<br />@Tm-fam
<br />BUILD- -F' TRACK WASHERED WINONUT Ixmmm -
<br />1 60, (ZAMAC 3 ALLOY) We," L I, OW 2 OF 15
<br />n�
<br />CONCRETE ANCHORS
<br />(SEE SmawAl opf--
<br />Swirs 9 THROUGH vot.
<br />CONCRETE REOLAl1E�', 'I
<br />LH
<br />AL
<br />v mw.
<br />PANEL LENGTH
<br />(SEE SCHEDULE
<br />T
<br />ON SHEET 3)
<br />SIVIVATION
<br />To GLASS.
<br />9111 SO4ECUL
<br />(D
<br />ON
<br />I
<br />HMI,
<br />ti
<br />Col..
<br />Call
<br />or WALL OR sus
<br />T
<br />REMAINED COWWN)
<br />CONCRETE ANCHORSon Somm"
<br />SHEETS 9 THROUGHON 0)
<br />CmLmG As gr MOUIMNG
<br />gm, ,•
<br />SHEETS 9 THROUGH 10)[
<br />E.D.
<br />ALTERNATE CONCRETE
<br />ANCHORS LOCATION
<br />WE 904OLU am
<br />TIONOUGH IQ)
<br />INEQUIRED.
<br />TILL
<br />CONCRETE ANCHORS
<br />(BEE SCAOtt0.t ON
<br />Wx low -an 112-
<br />�11 asMAIL W1 on
<br />vIr
<br />LIL
<br />we
<br />SPACM 0 = . D.C. VALID FOR
<br />ALL DESIGN AND PANEL
<br />am" POURED CONCRETE LENGTHS PER SHEET &
<br />Oil CONCRETE BLOCK MAX, LOW ALUMINUM SPACERS SO
<br />11; t12. O.C. (SEE TAKE #1 ON
<br />SHEETS I & 10,)
<br />WALL MONVIING MQUJQ W/SWERS IS OR
<br />AGUE 3/a-,p
<br />INSTALLATION DETAILS EQR SERIES 2000 & 1000 E-Z HANG STORM PANEL Cj)
<br />INTO EXISTING WOOD STRUCTURES
<br />/4-o I* SCREW,,; IN r O.C. A/
<br />1 /2* " nowmw pocnvmm / %OOc
<br />1/4-# LAD SCREWS 0 4- O.C. W/ 1casna wm temm,
<br />I/.- W, TORMED Paw"Atoft rWENZ V4*0�m smvn III rox W/
<br />PAT OR ON EDGE '12 M, . rAWADO PENETRATION
<br />US,
<br />To car" 11900 HEADER. SAI. - TO WOOD HEADER
<br />EA 00 OF QD
<br />)---@ . �><� Am
<br />DOI
<br />or (D
<br />-214-. IAG scam 0 r G.C. W/
<br />T I =ULM, , w TNFAAM PD*Efmmw 0 EA Do ON 4)
<br />(SEE closym WOW WEAXN. li
<br />1/24 a
<br />POP C.K sliftil EMS LNVIVE IA
<br />iMpren+or Em" ek DID or
<br />CR
<br />(sm OVA& Ina t
<br />Mom 1!� eaO,O
<br />Am WADER owoum 1
<br />2 8/lor ON,
<br />To GLASS.
<br />2 WIT' Im, 12 O.0 Ly
<br />10 CIA$& EVW OVERLAP 2 P/r NO,
<br />CIANY OVERLAP - - I
<br />Y, To QLAft i 1.11 2.1 1*
<br />2
<br />SEPARATION EVDH CVD%AP
<br />to am". OVIDur
<br />HMO RUt
<br />IT
<br />Ir M01C
<br />4'
<br />MLS
<br />t
<br />L Z
<br />NOTE WIDO) PDCMTft* 12 I/1- OX &M 1A q3;- C
<br />OR` iG17/r
<br />1/4`0 LAG SCREWS 0 Ir O.C.. (2 t L
<br />*N" WA 4:9OXVK Ac. kru," MT OF MY T SIM mm 01. FLAT 00 ON [DOE rDrt ,A Below) g;;%"XV -S, W/ 7/8'ft3/32-
<br />r
<br />LAO SCREWS 0
<br />INSTA"TtOW- -/4*,* LAO SCREW& IN Ir Oz. W/
<br />I 1� THREADED PE141EIRATION vi� T2 2• "1 W. THWADIED
<br />WAI ALTERIIIATM 2-WwA. Or PLATE
<br />SCALE 1/4-.1-
<br />, 7,di"i
<br />AMRNAM l')N Bull mt-
<br />SCALE nmOg TO Gralm mommm 1101 LAW
<br />ALM I1N3TALLATK AV
<br />1. ARE ONLY VALID MR INALOING11 DESIGN LOADS I SCAM 1/0.1,
<br />UP 10 .116.0, -710 Pei AND PANJULS LENGTH TO TV50-101 V-Wp. ""H 3q*W
<br />TFRNATIVC
<br />FDA NOV WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN
<br />SCALE
<br />PINE No. 2. W1 SPECIFIC COMM OF ILSS ON EOUAL
<br />IF EN ti FLORIDA BUILDING CODE (Mftoh Vol"Afth Hu Gone Zonell )
<br />No. 4 ftmm W. W.
<br />AS 70 GAGE CALVAIRM STEEL STORM PANEL
<br />oww
<br />ON STA OF
<br />GLOUL PROTECTION PRODUCTS. U.C.
<br />111LIECO•,
<br />ALTERNATIVE TOP -M 14%. 51 saw
<br />OVAL AL &U14
<br />OX 20-176
<br />CAN BE COMBINED WON.
<br />StIL. 1pr I-'11an�
<br />_-ANY "OUT StMER TRACHS MOT DOM FUR MAN" n1i -_ 1 0 1
<br />F - . , i 7W.%
<br />I -_q
<br />muz Uwe -
<br />AT TOP OR BOTTOM
<br />WITH TRACKCS -MINta IS
<br />MAXIMUM PANEL LENGTH
<br />*L+' OR *L-" (".) 9
<br />MAX"" A.S.D.
<br />OEM
<br />PRESSM RKIM
<br />(p.p.t.) (4 e,
<br />CONCRETE A WOOD
<br />OWAL'ATOG T
<br />240
<br />121.1•
<br />jj*_Q*
<br />-
<br />no
<br />fil-I),
<br />5120
<br />)1'-4'
<br />J&o
<br />440
<br />SOLD
<br />Sao
<br />81-r
<br />dl-r
<br />ADD
<br />s'-j'
<br />r-71
<br />fto
<br />8'-V*
<br />mo
<br />r-a-
<br />W-1
<br />no
<br />r-5,
<br />r-to* I
<br />BAD
<br />r-r
<br />r-r
<br />ASO
<br />1-1.
<br />IF-,.
<br />00.0
<br />O.-Z-
<br />via
<br />Imv
<br />VOSA)
<br />'I.,.
<br />110.0
<br />5,-Y,
<br />tIAO
<br />5*-e.
<br />S._r j
<br />IIWI to-mif.11 AMD CgRRL5eQHM 2/4 1/4. 3/4. 4/5. 5/5 a5/5
<br />gra" STORM IW/6. 21111/11. 3W/7 & 4W/7
<br />MOM M SCHEDULE ON r MAY
<br />RETE, C W SHEETS; 0. to all) UK
<br />SW PANtUrt)EWRUMAt EACH 41 0 0 6
<br />A01 D.M.,(J).O.�4 1- T - I- -I - -I -r- - r -T7 r- r-7--T-r-,-7-7_r_I_T
<br />CT MOLWn AT EACIL 000
<br />MAXIMUM PANEL LENGTH ON-@
<br />.L+. OR L-. (ft.) a
<br />MAXIMUM KILO.
<br />DESIGN
<br />PRESSURE PAT=
<br />("0 (4 - -)
<br />CONCRETE IN WOOD
<br />0WAILATIou6 t
<br />L+
<br />L•
<br />zoo
<br />14,-4*
<br />1!-0'
<br />Tao
<br />yl=r
<br />-
<br />440
<br />0*.4*
<br />01-4*
<br />410
<br />Sao
<br />r-r
<br />8'-2-
<br />Sao
<br />r-r
<br />?*-*,
<br />SOLO
<br />81-01
<br />1-1.
<br />SILO
<br />71-d'
<br />r-1.
<br />AMID
<br />7,-S*
<br />8-11'
<br />no
<br />6*-r
<br />Sao
<br />r o
<br />0•-3*
<br />SOLO
<br />90.0
<br />Aso
<br />toao
<br />r-3.
<br />61_r
<br />1010
<br />O'-J*
<br />51-41
<br />PICO
<br />O'_t*
<br />MINIMUM SIPAROM To GLASS SCHEDULUE
<br />MAXIMUM
<br />PANEL LENGTH
<br />; WIND SPEED 4 170 -P.M
<br />WIND SPEED > 170 -O31
<br />30 on LESS
<br />1.
<br />1.
<br />6,
<br />61/4'
<br />>33 70 90
<br />1.
<br />1 1/2-
<br />7 1/2-
<br />1*
<br />7 1/2-
<br />7 1/2-
<br />-..-...A -.-- .- I-% - . - 1LNFNTNIhAfk ^A PUVIAu
<br />to],
<br />UNBOLTED PANELS BOLTED PANELS Of
<br />(SEE SECTORS AS -ft IN-& BOLT Oil
<br />APKCMW AS
<br />I.�
<br />U.N.
<br />®Or® MON,
<br />2/4 [*,/4. 3/4. 4/5. ;;a a Ufa ,WIS. 2W/6, 3W A 4W/7
<br />-AW-"Oft (SEE SO4MW ON SHEETS 2. to &It) -
<br />REGULAR STORM PANEL 6) ELEVATION
<br />N.73. V.r
<br />2.wr
<br />GVOJAP .1 WISE
<br />SECTION A -A
<br />Mum
<br />(1) L*: WJWM NIONARE PANEL LENGTH to* A Ge" POSITIVE AJ%A OEM LOW,
<br />U L_ MAX "OHM Pon LOOM to A OVER NEGKMt AID. DESIGN LOAD.
<br />(1) roolsomum To ovemom MAMM RAMS. Letaft
<br />0001 A POMM k1t). LIESIIHI IGD. lg= MAXIMUM RAM LENGTH *L+* FROM INCH
<br />GIVEN A IWISAINE #.&M MAXIMUM PANEL LENGTH %-* FROM SO
<br />�1 MICROS C To THIT MUM DETERMINED PWOL L
<br />.L,� - It-t
<br />(3) SEE Sam" MM FOR WL PARIS. WOW" FOR MONIY QJA1JFIC4RONL
<br />t OWALMM INTO 111000 AM UNTIED TO * 99 "1. MAY AS& DESIGN PKWM RATIO
<br />Vs.
<br />.441167
<br />TATE OF
<br />am sit
<br />m T4"
<br />TIL7EC a ... \
<br />f
<br />24 OAK GALVANIZED STEEL STORM PANEL
<br />I^
<br />ON& PROTECIM PRODUCTS.
<br />M.
<br />1= lug., Oz
<br />20-175
<br />OIN10 MP
<br />nl!
<br />12MI.- 6N
<br />INSTALLATION MAILS FOR REGULAR PANEL
<br />INTO WOOD STRUCTURES
<br />No
<br />SEPARATION
<br />WOW ANCHORS TO GLASS.
<br />SC HIEDULE ON 061 SCHEDULE
<br />ON SHEET 3) *Ab
<br />-yew-
<br />EN IST-W-41 -- --7- PANEL Lamarm
<br />CLASS
<br />WOOD I (SEE SCMEOUUE
<br />ANCHORS ON
<br />(SEE SNRE'T FOR
<br />1/4' Vil
<br />MAX 34
<br />WE IffinNi mom•
<br />r.
<br />r 177
<br />J
<br />READER CO
<br />Z' REQUIRED
<br />t1 1
<br />I T j Do
<br />I• MAX. LONG ALUMINUM SPACERS • 12 1/2'
<br />I D.C. (SEE TAM #I ON !MEET ttJ
<br />AO. LSEE NOTE - BELOW FOR LOffAlIM FOR
<br />I SEPAPATION IAN. V MAY. 1 1/2' LONG SLErOM
<br />CLASS.. 1 1PANEL LENGTH
<br />16�.To PANEL LOOM
<br />SEE SCHEDULI (SEE SCHEDULE
<br />(SEE SCHEDULE
<br />ON ON SHEET 3) sw 3) ON 9W 3) -PANEL MITE -EMALE 0 OR PANIEL RATE
<br />PLUS (SEE SCHEINUILE ON SHEET I I)
<br />t LOU" OWN V-0) Ext"" TO Off'2".4" WOW
<br />GLASS SCHEDULE RATE REWIRED
<br />�W
<br />SHEET 3) DIRECT MOM W/ SPACER
<br />ALTERNINTM 2W
<br />SCALE 310.1,
<br />A I SOW 0 72 1/2- D.C. SEE MAXS. LAI ON SHEET II FOR MAX. PANEL LENGTHS Ar
<br />Of to .0 DESIGN LOADS FOR THIS INSTALIATION.
<br />till
<br />6 12 1/2
<br />WOOD ANON= TIC TIC IIQg:
<br />STACCU40 W/ STUD
<br />CHEDULE (SEE SWPM VIA WIN K I 11r 100 W,
<br />ON
<br />9W It) (1) OUMLOW 6 LOOM 10 AGSIM RAM= OWN Mr-4'
<br />WAIT MUM NW Moff
<br />2'.4* WOW me 0 A onsimmm rmm ApIr
<br />KWM mom offmooy
<br />T an parr 11).
<br />PLATE RECKAkIff
<br />WOW
<br />a WE Am= REQUIRED GO AMMM a" TOM.; =Ok =kT,"NALE a ON STUO 1* ML swmam To wn owwo
<br />I % WIL 5
<br />zwiiw�W%LONW
<br />(SEX SCHEDULE ON QW0104=1115 "WIL:7111=71MM NUNN
<br />i BEET 11) Dow%= MR cm It %Ir QC. *V=* Af6efflo"'.61
<br />SOW a
<br />(1) WAWA AND BMW MMMM
<br />om is .0% -a 0.1. (3) ARYL " ou Nmft Umm a Lam to W a ANY mom
<br />MAN a A OMMMM "M ANKH FAIR UMM Alm ON
<br />M WNAN mm ftm Loom a WAU M MUNgovoLI&L VOWI,3
<br />T
<br />ALM-MV2W PA DWL St 4 NMCXM do
<br />(4)
<br />WALL MOUMM m =% Lam WPM Sh go ONLY
<br />jje���
<br />1W M,.L SCALE Vb-i- I a no� BY AM
<br />&Ram= t-mm S� so ?HE meo Cm arloo or TIE now
<br />SCALE 3/9-1' (4) NWUAM WON) ONLY FOR WOO PASM COL
<br />=a 1. 1 a 3 Pm AM I
<br />soI-M
<br />EN
<br />vC FLORIDA BUILDING CODE OW High Velocity HuTAaom Zone)
<br />NOTE FOR GUNIMNAIM Of SECTIONS: I. INSTALLATION ARE ONLY VALID FOR MAX, ALS 0. N0.44167 OEM %AM me. 24 UN GALVAIGEED STEEL SM PANEL P.O.
<br />DESIGN PRESSURE RATING (pxf) AND PANEL LENGTHS NUNN Im
<br />TOP & SOMIA MOUNTINGS CAN BE AS PM SCHEDULES ON SHEET 3 (EXCEPT FOR
<br />OLOUL PROTEXWN PRODUCTS. LLC.
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W)
<br />INSTALLATION.• •11LIECOams
<br />= Ia. It, SWAV
<br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD 0, Doom FL 310. -Lpff 20-175
<br />Rop-mme. rm (04)"o.
<br />MEMBERS TO 13E SOUTHERN PIRE No 2. W/ SPECIFIC
<br />!ft #, Nm� oft� ow
<br />DENSITY OF 0,55 OR EOUAL =A. &I "L n-1 m 1-1-- - ! -
<br />Fm9 - 1
<br />291111161,1193391 ARSUROWN
<br />Ag�� DOW
<br />(L) IQ I'M SPECIFIC GRAWMIt
<br />I STORM FAN6119� "0 (101,0 HAS MEN VERIFIED FOR COMPLIANCE IN ACCORDANCE
<br />Ijlj%,3],�T�n
<br />(C APEYIN .." AS .. ST.I.T.W. BURDEN. we
<br />WITH THE 2020 (711, 0XVION) Or THE FLORIDA BUILDING COCE. THIS STORM PANEL Stall NOT BE INSTALLED AT HIGH
<br />#14- It PANEUMTE FEMALE to AND PANIELMAX PLUS ANCHORS. AS MAKWACIIARIED BY ELCO COt6TlZUC7ON PRODUCTS.
<br />VELOCITY HURRICANE ZONES (hKW-DADE / BROAD COUNTIES).
<br />1/4*0 LAC SCREWS PER MA).S
<br />DESIGN Ove LOADS SHALL BE DETERMINED AS PER SECTION tGOB OF THE ABOVE MENTIONED CODE. FOR A SAW WIND
<br />1116*# . 51W SOW BUSKVC, AS 061ROJIM By ALL POW 50". BOLT & SPECIALTY Co.
<br />SPEED AS REQUIRED BY THE JURISDICTION ARDRE STOW PANEL OU BE AND FOR A DIFACTOR
<br />KD-OA& USING ABU 7-16 AND SHALL 40 EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE 1110111103 INDICATED ON SHEEM
<br />C 1) MOO.KN THIREADD) PENETRATION INTO WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2- FOR ELCO PAHEUMAJIE PLUS
<br />3. 9 THRILL 12 A, 17, It
<br />AM PANEUMLL FIEWALE 0
<br />IN ORDER TO VOW TIRE ABOVE COMMIM. ULTIMATE K5QN WIND LOADS OrrMMM PER ASCE 7-16 SHALL BE FIRST
<br />REDUCED TO hS.G. DESIGN PRESSURE PAYING BY MULTIPLYING THEM BY 0 6 94 ORDER TO COMPARE 7HESE *1 MAIL (A.5 0)
<br />C2) MINIMUM THREADED POCTWOt# OF LAC SCREW, INTO THE WOOD FRAME UNIT ViALL BE 1 1/2' NO THWADO
<br />DES" PRESSURE Rams INDICATED ON SHEETS & 9 THRU 12 At 17. to.
<br />PENETRATION INTO STUCCO SHAUL BE CONSIDERED AS PART Of THE ROQUIVIRED THREADED PO4EMTON
<br />IN ORDER TO VERIFY THC ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER SWAC=, A 3J% OCR&AW IN ALIDIVA&E
<br />SIM$ FOR MOD LOAM 00 ISM USED IN THEIR ANILYSIS. FASTENERS SPACING TO WOOD HAS BEEN Orromm IN
<br />C.3) WMUUM EDGE DISTANCE OF LAD SCREWS. INTO WOOD 94AU BE AS OAXATIED 01 THIS GNAWING
<br />ACCORDANCE WITH H.O.S. 2DIB.
<br />STORM PANEL'S ADEWACY ran ROPACY AND WAD RESiSTARCE HAS SEEM VIDOM 04 ACCORDANCE WITH SECTOR I&M.1.2 OF
<br />C.4) MRMWJM PENETRATION OF W000 WSJ" SHALL WE 3/6' 1/4'9-20 SCREWS USED SHALL K I I Ir LONG MINMUM
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAD OF Wit" n011" REPORTS #W4.01-01 AND #02111.02-09, AS
<br />SNOULD STUCCO EXIST, AMD I' MINIMUM FOR WALLS WITH NO STUCCO.
<br />PM SM 12-0111 6 ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAB SOUTH FLORIDA RUCK A 119341-10 AS PER
<br />CAS-201 AND TAS-203 PROTOCOLS. AND AS PER CALIXILATONS PERFORMED IN AC0011CMACE W/ SECTION 11104 OF THE
<br />C.5) IN CAW THAT PRECAST WOW. OR PROW CONCRETE PANES, Sn= OR WOOD MM BE FOUND 04 THE OWING
<br />FLORIDA OLNIDM CODE
<br />WALL. ANCMOAS SHALL K LONG DOAN TO W-404 THE MAN SiiX BEHIND RICH PANELS
<br />ANCHORAGE 94ALX BE AS A04MNO IN C 1). C 2) IN C.4)
<br />2 ALL ALLMMUM ExTVILISEne 70 BE SCI ALLOY AM VEVIPVER (UmLESs OTHERWISE NOTED). SEE SHEET 2
<br />(C) ANCHORS SHALL BE RWALLED F0UA=4 ALL OF THE RIECOMMENONIONS NO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.
<br />3 ALL ALUMINUM SHEET METAL USED AT CLOSURES PALL HAVE 3105-HI4 ALLOY.
<br />5 PANELS MAY AM K INSTALLED HONEVOINVAUY FOLLOWING INSTALLATION DEEMS SHOWN 00 SECTION I THIRD" 6 (SHEETS 4
<br />4. ALL SIM SHEET METAL PM91S SHALL HAW STRUCTURAL DUALITY STEEL ASIV A-653 GRACE 80 NOW". G-80 GALVANIZED
<br />THROUGH 5) EXCEPT THAT HEADERS() Ata SHALL MCI K USED.
<br />SIM vemmmm W/vY. 92l No (AFTER ROLLED)-
<br />9. ft SHALL K THE RESPOkS*VW OF THE CONTRACTOR TO VERIFY THE SOUNDNESS Or THE STRIACTLIK WHERE SHUTTER IS TO BE
<br />5. P
<br />ALL SCREWS TO K STAINLESS STEEL306 OR 316 AM SEROCS OR CORROSION RESISTANT COATED CARBON SIM AS PER Ph
<br />ATTACHED TO MONE PROPER ANCHORAGE THIS SINTER SHALL ONLY BE ATTACHED To CONCOIETIL K= OR WOOD FRAME
<br />BUILDINGS.50401;83.,W1!4.
<br />50 k.1 YIELD STIWCTN AND 90 ko TENSILE SIRENM AND SHALL COMPLY */ FLORIDA WADM CODE SECTION
<br />2
<br />10 EACH REGULAR STORM PANEL WITH LENGTHS OVER W AS OVER SECTIONS 1, Z TERNAW, 3* At 4W ON
<br />4-i'vZOAL
<br />SHEETS 4, S. 6 111 7 RESPECTIVELY. SHALL HAVE A LECW 00 READILY VISIBLE M I.C'm OR TENANT TO
<br />15 BOLTS TO BE ASTIA A-307 GALVANIM STEEL OR ALM XM, SERIES STA04LM SIM- WITH 38 k. WMUW YIELD STRENGTH
<br />SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING MM OF NUVRRKWANING
<br />7 ANCHORS TO WALL ViAU BE AS F0t1.DM
<br />It. THE INSTALLATION CONTRACTOR IS to S1AL,*CMAX ALL SHUTTER COMPONENT EDGES WHICH REMAPI IN CONTINUOUS COMPACT WITH
<br />THE WRONGTo wcma WpNG/RNH WMSION
<br />1/4 v TAPCON ANCNORs AS MANUFACTURED BY t7X BULKY INC. (MIn. r'c-3192 pu,)
<br />12. STORM PANEL. INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN TTHIS OPAWM PLUS ANY BUILDING AND 201404 REGULATIONS
<br />x 4N
<br />1/4' 0 7/8' CALK - ANCHORS, AS MANUFACTURED ITT DENALI INC
<br />PRONADIND BY THE JURISOICTICIN WHERE PERMIT IS APPLIED 70,
<br />1/4.0 . 3/4- SOLO -SET ANCHORS, AS DISTRIBUTED BY AU, POINT. SCREW, 9MT Ar SPECIALTY CIO.
<br />(MIA -SODG P-a)
<br />13, (0) THIS PRODUCT EVALLAMON DOCUMENT (PLO) PREPARED Of THIS ENGINEER IS GENERIC AD DOES NOT PROLVDIE *FORMATION
<br />0, 4-10 PAWLMATE FEMALE ID & PANIIJAATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CDRStKC" PRODUCIS.
<br />FOR A STE SPECIFIC PROW, r.9. WHERE THE SITE CONORICINS DEVIATE FROM THE P.EO
<br />I/11*0 MANIC NALLIN ANCHORS, AS MANUFACTURES BY DEWALI, INC.
<br />(b) CONTRACTOR TO BE MEWMW MR WE SELMION, PURCHASE AD INSIALLATICH INCLUDING LIE Sam OF THIS PRODUCT
<br />A 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS WITO POURED CONCRETE SHALL Of 1 31117; 2* FOR ELCO PANELMATE AND
<br />SAM ON THIS P.E.O. PROVIDED HIE/SHS DOES NOT WHATIE FROM THE CONDITLONS DETAAJW ON THIS DOCUMENT
<br />CONSTRUCTIOk SAFETY AT SITE IS THE CONTRACTORI RESPONSIBILITY
<br />1 3/4. FOR ZAAMC KMA AN
<br />(1) THIS PRODUCT EVALUATION OOCU1WE(T WILL BE CONSIDERED LNWLLO IF MODIFIED
<br />A.2) CRUX-& It SCUD -SET ANCHORS SHALL K EMBEDDED 7/6' INTO THE POURED CONCRM MG EMBEDMENT INTO
<br />STUCCO SHALL WE PERMITTED- Ile 0-20 SCREWS USED SHALL BE I 11r LONG MROMUM SHMAUD STUCCO EIGST,
<br />(d) SITE SPECIFIC PROJECTS 94ALL BE PREPARED BY A FLORIDA RIEWITERED 040M OR ARCHITECT WHICH WILL. BECOME THE
<br />AND T* NORMAN FOR WALLS WITH NO STUCCO, AND W BE HEADED SCREWS OR ALL TM WM SCREWS W/O HEAD.
<br />EMQONEER OF RECORD (E-O.R.) MR ME PROJECT AND WHO WILL K F95PONSMI FOR THE
<br />Do VWYH WING NUIS
<br />MOM UK OF THE OLD, ENOMEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />P.E.D. DIMWjM SHALL SUBMIT TO 1145 LATTER THE SITE SPECIFIC 09UNGS FOR REVIM.
<br />IN CAM THAT PRECAST STORE. PRECAST CONCRETE PAN" PAVERS, STUGOD OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS SHALL WE LONG 01000m TO REACH THE MAIN Sntcww KHOO SUCH PANELS
<br />ING PLO. 9011 BEAR THE DATE AND OINGINAL SM NO FANATURE OF THE PROFESSIONAL
<br />M040MM SHALL BE AS MUMONED IN A.1) NO N A,2).
<br />ENGINEER OF RECORD INOT PREPARED IT
<br />(0)
<br />14. SHUT" MN4UFACnjADES LABEL SNAIL BE LOCATED ON A READILY VMX LOCATION AT SVEVIM
<br />;IV : IAPCON ANCHORS AS W"ACTUAED BY I I A WAUDM INC,
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.2.2 Of FLORIDA OULOM CODE, ONE LAW
<br />SHALL BE PLACED FOR [VERY OPENING LABELING TO COMPLY WITH SWIM 770910.3 OF THE
<br />14' a 7/r CALX-IN ANCHORS. AS MANUIFACTURED BY DEINALT. INC.
<br />FLORIDA SUILDINC CEDE.
<br />1/4's X 3/4' SOLO -SET ANCHORS. AS OWROM BY ALL POINT SMV. DOLT & SPECIALTY CO
<br />04 to PANIELMAIVE FEMALE 10 AND PANELMATE PLUS ANCHORS. AS M"WACTURED BY ELOO CONST'RUCTION So "Ifill
<br />/4: A ZAMAC NALLIN ANCHORS. AS MANUFACTURED BY KNALT. RIC
<br />11.1) NO" EMSEOMENT OF TAPCON ANCHORS. ELCO PANELMATM AND ZAMAC ANLUN ANCHOR. INTO- THE •-$EJV
<br />FLOMM BUILDING CODE (#w High VelocityNurrlcoM Zone)
<br />BLOCK UNIT SHALL BE 1 1/4•
<br />%D4,417
<br />B.2) CALX-IN IN SOLID -SET ANCHORS SHALL BE DM3E9M ?1r INTO THE CONCRETE BLOCK UNIT, NO �
<br />eam Rim. W_
<br />24 DACE GALVANIZED STEEL SIM PANEL
<br />to.
<br />DOM Ift,
<br />STUCCO SVLL BE PMNM 1/4. m,-20 SCREWS USED SHALL BE 1 1/2- LONG WW" "OVIVID Etm.
<br />AND I' 60MAN FOR WALLS WITH NO SITUCCO, STATE
<br />11L ECO-14c
<br />GLOM PROTECT110N PRODUCTS. LLC.
<br />t,..
<br />83) 04 CASE THAT PRECAST STONE. OR PRIECAST CONCRETE FAMELS. STUCCO OR WOW BOARDS BE
<br />EXISTING WAU_ ANCHORS SHALL BE LOW INGLXH TO REACH THE MAIN ITRUCIURE KNOW) SIX
<br />t
<br />COMEaCO . m- 111I.
<br />P.M tM M-M?
<br />20-175
<br />ANCHORAGE 944L BE AS MENTIONED IN ILI) AND IN &2) IV
<br />NRPANFI
<br />r
<br />3 -
<br />!MV-
<br />TACIT Ns
<br />pmq i
<br />is
<br />,_95mroo.mm
<br />INSTALLATION
<br />INTO POURED
<br />.011MEN"i
<br />DETAILS FOR REGULAR PANEL
<br />CONCRETE OR CONCRETE BLOCK
<br />_-=r-PPURED CONCRETE
<br />CONCRETE BLOCK
<br />STRUCTURES
<br />CONCRETE ANCHORS
<br />REQUIRED.
<br />CONCRETE ANCHORS
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10;
<br />COSTING POURED
<br />CONCRETE OR
<br />CONCRETE ftmz__
<br />REMAINED
<br />1/4'
<br />E
<br />SHEETS 9 THROUGH I
<br />SEPARATION
<br />in CIASL
<br />(SEE
<br />=4
<br />OVA
<br />V M
<br />T
<br />SU%PAM
<br />(SEE I GLASS,
<br />i 94M 3)
<br />ON SHEET 3
<br />I
<br />PANEL LENGTH
<br />(SIDE SO4MULE
<br />I ON SW 3)
<br />0 ON
<br />a
<br />GLASS PANEL,
<br />PAWL LENGTH cm SCHEDULE I LENGTH
<br />CONCRETE ANCHORS L_-
<br />("m SCHEDULE ON
<br />(SEE 1ICHEDULC (SEE 901-OKILE
<br />I
<br />ON SMEET 3)SECT --1. - - ON SHEET 3)
<br />SHEETS 0 1
<br />1 5"
<br />'V
<br />4_
<br />It
<br />ol,
<br />Sox
<br />OF 'V
<br />V�x
<br />ES �
<br />E. , ,0 j
<br />E.D.
<br />*4g-ge m .0" HOLD
<br />m NO loft ON
<br />CONCRETE SLAM=
<br />CONCRETE ANCHORS - -
<br />L_if/
<br />REQUIRED,
<br />(SEE SCHEDULE ON
<br />SHEETS 9 TROUGH 101
<br />11)"ANVE
<br />LEG LOCATION
<br />SOL Mi
<br />EXISTING POURED CONCRETE
<br />5_/ -OR CONCRIVIE BLOCK
<br />ALTERNM CONCRETE L_JOSTMG CZJCNM
<br />ARE USED. REQUMW.
<br />ANCHORS BLOC RECORRED.
<br />(SEE SCHEDULE ON
<br />SHEETS 9 Immixtom 10)
<br />ON
<br />SHEETS 0 THROUIR4 10)
<br />iku"Zaff mmwma
<br />0
<br />SCALE 3/8-l'
<br />WALL MEMM MOUNT
<br />HHtn
<br />FLORIDA BUILDING CODE (Mon High Velocity ON
<br />one
<br />ED. • EDGE DISTANCE
<br />NOTE Em Comommm OF SECTORS.
<br />It
<br />a
<br />STATE 0
<br />.2m MIA= m 24 UK GALVANIZED STEM STORY PANEL
<br />111LIE C 0 souse GLOM PROTECTION PRODUCTS, Lm
<br />rA.
<br />DOAN
<br />P/P/Mw
<br />WAY,
<br />SEE SCHEDULE ON
<br />TOP & BOTTOM m0URTiNGS CAN BE
<br />TO
<br />m ZAIL I
<br />IMIML OXW
<br />SHEETS 9 & 10)
<br />cOMINNEO IN ANY WAY SUM ART
<br />20-175
<br />iNSTALLATION.
<br />ft
<br />INSTALLATION
<br />DETAILS
<br />FOR REGULAR PANEL (1) INTO
<br />WOOD
<br />ALTERNATE LEG
<br />7;
<br />-LIGATION
<br />ANCHORS
<br />N
<br />ALTERNATE VOW
<br />ON
<br />((SETT
<br />SWIM 11)
<br />s4m 11)
<br />_j MAX.
<br />0000 HEADCR_
<br />SVIT
<br />ON SHEET 3)
<br />A
<br />lol
<br />VAX
<br />PANEL LENGTH
<br />(SEE SCHEDULE
<br />ON SHEET 3)
<br />OF v
<br />M�x
<br />0 12 1/2- O.C.
<br />NO frALLID
<br />I-xe- WOOD
<br />WOW ANCHORS
<br />DECK REOUIRIED
<br />(SEE SCHEDULE OR
<br />4'
<br />SHEET 11)
<br />2- Am-
<br />CEILM D MOLOMNO
<br />ALANTERNAIM AW
<br />SCALE 3/8-1"
<br />NOTE FOR COMBINATION Of SECTORS: 1 1, INSTALLATION ARE ONLY VALID FOR MAY. A-S.0
<br />TOP AT BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING I) AND PANEL LENGTHS
<br />IN COMBINED ANY WAY 70 SW ANY AS PER SCHEDULES ON S 3
<br />INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTOR WOOD
<br />- MEMBERS TO 13E SOUTHERN PINE No 2, W/ SPECFIC
<br />DENSITY OF 0.55 OR EQUAL
<br />WOOD ANCHORS
<br />(SEE SCHEDULE
<br />SHEET 11)
<br />2*"* WOOD
<br />fd)Ouon
<br />But MOL*MN13
<br />j0TE]RNA7M 4W
<br />qua 3/0-1-
<br />woom mm
<br />m $No a
<br />$3 " IV FM
<br />0&
<br />Z-4 10 MAX.
<br />-. A�9 PANEL LENGTH
<br />WAMPM (SEE SCHEDULE
<br />Low am r-4m am SHEET 3)
<br />NW mLT1
<br />ANCHORS
<br />(SEE
<br />it)
<br />SO4MLU ON
<br />SHEET
<br />C"
<br />Cn
<br />-00
<br />>
<br />2
<br />=3
<br />CD
<br />0-
<br />0_
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<br />2
<br />CD
<br />CCL
<br />0
<br />Cn
<br />0
<br />CU
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<br />-cc
<br />vI
<br />0
<br />=
<br />CU
<br />=
<br />0
<br />-0
<br />E
<br />U-
<br />0
<br />.w
<br />Cn
<br />-0
<br />Q
<br />W
<br />E
<br />16-
<br />2
<br />0_
<br />_E
<br />ICU
<br />-0-
<br />ca-
<br />>
<br />0
<br />0
<br />0
<br />C-4
<br />X
<br />M
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<br />SHEET NO.
<br />SH
<br />1.3
<br />
|