|
11
<br />e I I I I I - - _ B - - -L 11 --- 1 I _ -A'I "" ' F I' I 1 _y _
<br />RA160-pMi%)
<br />(BEE
<br />10 I.ON
<br />f4i0RW11
<br />nm.-
<br />+9a0. -733
<br />Tr an Uw
<br />2 0/1r
<br />BOLTED •
<br />i'• 2'. 3'. tw,
<br />+4" -15.3
<br />7r OR LESS
<br />2 7/s.
<br />BOLTED •
<br />a• ! 4w
<br />IIPAAR®APIOIr WITIW Oi R aNWi AT WS1<AP ! 4W w RFfl LLHWI3
<br />�
<br />1D OE 6
<br />NUmIN A40CM SINGING FOR L a.. 3 I/r "
<br />AFRK'Ar2 to
<br />"O'B Tpli
<br />OF 11101
<br />VAX" Pun
<br />LUMM
<br />.ut PRESSURE
<br />TAPOM
<br />OMR�1
<br />momm E "VAX a
<br />KVMA%M mm
<br />t0 Ommw
<br />t0 aammar E
<br />10 EOI=m
<br />BLOCK
<br />W ComamCONDOM
<br />ILM
<br />tr
<br />N/A
<br />Ir
<br />N/A
<br />12•
<br />N/A
<br />1r
<br />N/A
<br />1• k 2' (TOP)
<br />11'
<br />rs
<br />Ir
<br />r
<br />S•
<br />4•
<br />S•
<br />4•
<br />' gym)
<br />Ir
<br />3•
<br />Ir
<br />S•
<br />S•
<br />6•
<br />B•
<br />Ir
<br />' )
<br />6&0. -753
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />t2 1/r
<br />I1•
<br />2' (SDTW
<br />70, ON LESS
<br />r
<br />wA
<br />B 1/r
<br />N/A
<br />4 1/2-
<br />N/A
<br />4 1/r
<br />N/A
<br />3' (MP)
<br />12'
<br />N/A
<br />Tr
<br />N/A
<br />9 1/2"
<br />N/A
<br />9 1/r
<br />N/A
<br />T (BOTTOM)
<br />12•
<br />N/A
<br />Ir
<br />N/A
<br />fr
<br />N/A
<br />12•
<br />N/A
<br />4' (TOP)
<br />Ir
<br />r
<br />Ir
<br />9 1/2•
<br />12•
<br />11•
<br />12' 1
<br />11•
<br />4• ="am,
<br />a UMIED TO 66.0 W. LSD. OEM PROMME RATING,
<br />A BEE S@T n FOR ANCHORS TYPE k SIMCMO Fm I60WA7gIG /110 WOOD
<br />WAS BIROIG.
<br />MIrAN NIGIIOII WVCIIBS NO MIMM :SCE DOW= AN 6OMM ON THIS
<br />904131 L FOR E0. LLe6 TKAI 94KA M all SWMK E REDUCE AUmGIR SPACING
<br />N MI WONT SEXING SOW ON JIMMU BY 9E FOUGNIM FACMNr. FOR
<br />an OPeWaOM 70 K POUNK RIKIICaO WAC O owAm mm FACTOR
<br />for BE tFaf TMN MNYA wmm NNOARD FOR EACH ANCHORTYPE a
<br />/ImlOO
<br />AI� TOOK
<br />11/4S
<br />1 1/41* 1/41.
<br />1/4.
<br />up"
<br />wK N
<br />r AlAtelm teWCH9 9.3
<br />3
<br />J 3 3
<br />t 1/A
<br />wuwlAPn. aw1.a qa3
<br />a
<br />] 3
<br />3
<br />OarRM mk 9W
<br />3
<br />] to 3 1/F
<br />4
<br />LOBE EA
<br />wmm
<br />-
<br />3 t/r
<br />I-
<br />At
<br />r
<br />Im
<br />tm
<br />m
<br />] 1
<br />1A6
<br />-
<br />In
<br />t
<br />+ REOURM WA OISTArDE BETWEEN BOTTOM OF PAML 11 1 I IT
<br />AND 0 10 E: /2•
<br />Ile I
<br />Fei
<br />H
<br />+v+ *111I MMc OIST9LS BETWEEN B0TO1 OFPANEL
<br />MID (A AD BC 3/ir 3/,r
<br />1
<br />Asa.
<br />COMPONENTS FOR REGULAR, LIFE SAFETY do E-Z HANG STORM PANEL SYSTEMS
<br />(STALE 1/2�17
<br />.--- .- -------tS.123' (701111. PAID"
<br />Wwc7AE wIOIIO------- -.193' •� 11.Y•lOr3/P
<br />7/4' LISP.) - --- .37" f.�Ss WRIE•7,®/a•
<br />7 ���3i31-..77.aSO• �% 1' T2'Jr ar .ILN•-!T - fa• a.'1 7)
<br />300. •... i• I I ,1300• !
<br />N.r
<br />L IBr 1v'l-
<br />.250 `I i aALTPeeIIO >AE4 �.:/ b `% ' �• ,.671• �t 1 �..�t
<br />EDGE ABM As6a TIP, 1 2. ! : •� - TES. 1DIlr
<br />MOMAN
<br />-CEEAL A G-90BEN211Y. E Z7 IL �.q�4• .90D•-�1 .725.1
<br />STORM PALL -----------•-------
<br />.350' '-1.]60•--' OCML A� TOW-
<br />�-
<br />FROM UOPT TO IBEtlO IT / 1/2UD -Ii= �-�rJ
<br />a DO A3 LIST BONE OF PANEL r�2 WLtM HEADER Or TRACK © ANIKE WM STUD
<br />',. 1OYP. LOP mK O.DN' (MTV)
<br />lwttg D3D tA'_• GALIat1a2ED STEEL
<br />SUS' I
<br />U It1RIED EDGE _ IO.OY T 1 rpm ..a
<br />6.125
<br />,f yF•32�6N5•F3 ��- 1467• #.US' --'1 --' -
<br />- 2,20 - ; 'SOME1111C VIEW NM A -3r � � OR
<br />ROUNDED CORNER O ENDS RF PANEL'S U . AM .off• Z '-
<br />1 ENO UP' W/ HEMAAED EOOE L_„..... 525� .126'
<br />i T---2.378• --;
<br />r��� mMoc OF POMMIWASU
<br />3.750• ,G72• 2 t ,Lr,•:.Orr) Q 3KEY 105-M7NOIi WASHER © KEY MOLE AT PANEL -�•• -
<br />(- , W55E SIM 6 FDA ADplllm/L
<br />L121• ?w _ AiY Low"r aT3Evc LOAM IB , 1'.
<br />OBI• R 12a• t OKY IPLIB To 1N6FNUGOMb INTO
<br />® MDaO SmLcrY S.
<br />12r 2• I t W6DIT 3.750•
<br />�.)i I T50'
<br />O REV, NHM HEADER ® 'U,r HEADER I I, fT►J
<br />1" MAIL t0 S• Mm.
<br />yr�Ww3Wu� (@ J TRACK
<br />,4•].00D•---. eo6/-TB ALL01• A• t t' a r 1 It<N WLE1
<br />A
<br />(USE ONLY FOR E 2 MANG S7(MW PANEL
<br />i I! ' - .lab• (....,._ -i_i N�°• .47o� js7s• '. r_ : •'• vCEN SYSTEM) 60as-T6 ALUM. ALLOY
<br />W.
<br />i@ @I I I� 9UILD-Ol1T NF" TRACK ©dl WASHERED WINQNUT
<br />(7AWC 3 ALLOY)
<br />S"Em 9 THOUGH
<br />ON SHEET 3)
<br />SHEETS l THROUGH TU)
<br />EO
<br />I EEL))
<br />yW'Y-3o.r ;
<br />I BA�tA�
<br />MITI
<br />1••'4') �
<br />1• Mm.
<br />-1
<br />'i
<br />PANEL Loom
<br />SCHEDULE
<br />(OWN
<br />S M 3)
<br />_
<br />aas t_
<br />LJ
<br />gar
<br />OF V
<br />1 IZ 7/r mc. I
<br />I
<br />R;oIGtETE ANCNOR3____
<br />OF WALL OR SLAB
<br />SHEETS 9 T RCIUCHOIH 0)
<br />T. CONDITION)
<br />CONCRETE MC14OW 11 i
<br />(SM SMM MIS CH----ED.-
<br />SHEETS 9 THOUGH 10) '.
<br />SCALE 3/e-1•
<br />ALTERNATE ANCORS CONCRETE
<br />SHEETS 9 THROUGHCH 10)
<br />na -WER ATE LEG
<br />S& a& -w MI
<br />• ,3 t/3• ac
<br />1
<br />1
<br />I YaP.r
<br />, _."..'r3`! � .e
<br />-�-
<br />R
<br />1• Spa.
<br />PANEL LENGTH
<br />j�3
<br />�`�---'
<br />1
<br />MAIL
<br />N
<br />}
<br />(SEE SCHEDULE
<br />FDR SPACER
<br />k
<br />70 CLASS
<br />MEC SCHEDULE
<br />It
<br />10
<br />TO CLASS
<br />LL ON
<br />-
<br />s �pt<Ii W I
<br />t
<br />-II N SPACER
<br />�__A_
<br />- • -
<br />:'
<br />� -
<br />SIN tm nta m
<br />UeON pIt 7'f) 1MIEL tENK?HC
<br />SHEET 3)
<br />' OF
<br />#
<br />T
<br />,
<br />1
<br />H
<br />in
<br />'
<br />--- ..-.-.__j
<br />L �� -
<br />F
<br />w
<br />yAf
<br />CONCRM ANCHORS
<br />(SEE socka ON
<br />*1ws a THROUGH TOY—
<br />2 1/r LOG
<br />MAX ALUMINUM
<br />SPACERS O =' ' D.C. VAD FOR
<br />I ALL Do" EXISTWO ON CONCRETE BLOCK
<br />CN ._.. - UENGIHS PER A3.
<br />ND PANEL
<br />. 1 MAXLOW ALAW" SPACEN9 O
<br />12 1/2. O.C. (SEE TABLE /1 ON
<br />VAE15 9 k 10,)
<br />BGMF 3/e-,•
<br />INSTALLATION
<br />DETAILS
<br />FOR SERIES 2000 k 1000
<br />E-Z HANG
<br />STORM PANEL n
<br />INTO EXISTING WOOD STRUCTURES
<br />1/4-0 LAC 901101/11 e r U. W/
<br />I 4Y LAC SAFES r 6 QC. W M
<br />nd"m PDEMSDN
<br />10 DaSN1INa TY000 HTADOI
<br />Od RIPOURIOP
<br />to rr. 1OODNLI FDETRATnN
<br />t a a mmE
<br />va
<br />to EAIBtea aoao N130a.
<br />N
<br />OD Ora)9
<br />_
<br />QOW. /t4.1• S.K&
<br />FA Do O
<br />O.C. W/
<br />3(4.42p�a/4•(SS
<br />OE
<br />.
<br />DEGi i/N !
<br />NAM Y.S. 9I�/a2•O
<br />WWO 3EAOD3.
<br />Mwmm PA
<br />or am&
<br />3/Ir Aft Am TCTIII'
<br />M a EVRY (D
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<br />S (A. OM aRYa
<br />)At
<br />2 a/Ir Gn.
<br />'0 01,418. M7AAYs n
<br />LVPY OVE•RAP EU
<br />4T
<br />'r
<br />, h. , -A _� a
<br />., f 4Y P,WELrAT[ fDAYL r 1 '6. 4• PAGn11AE PLUS W/
<br />g I 1 a6 •,GTE M 9LLO1Fl __ty Pf M110N0 I�3� O.G
<br />' (r,
<br />+ wonA. PETEiIM, PON • 12'
<br />ff_l
<br />WALL Am WMDa7oaN oN D0
<br />A WALElla- L •w
<br />SCiWI tp•.1•
<br />ALTERNATIVE 1"MT
<br />SCALE 1/4•-1•
<br />Inas
<br />1. NSTAUATI NS AM ONLY IMIo FOR N�pp,= WIIH A&D. OFL71W LOADS
<br />UP TO +66a. _75.3 PR AM PANELS ILGTI) UP TO V- a.
<br />g
<br />L PPpa Palm. 2W WW/a SPECFIIfXNSC VID""..""oon � ToK swtNFRV
<br />B
<br />116E AS MNi'llq!(7Q%fblliXTON NO iK1QS{(I�E m$®OPAT.�AM/W aH
<br />f000 MIOOa >IEA6 INiWNATGN 11PE W 91HT bT. AS
<br />Wppp /eAgRW
<br />CM
<br />IRA ,!0 SUIT � K aOIrIKD IN IMtY
<br />ALT�JBiAtNVE
<br />TOP EKAOE! WOOD P
<br />904E 1/4' • 1•
<br />NON : MIIITIER iW.CKS AGT 4/NIN FIR LUAXTT'
<br />No.
<br />�'',• 7k7k
<br />9 . Sul OF frees
<br />A=
<br />aY LAG 9fREWs • r O.C. W/
<br />1/r V., TIEWAM "mm?"
<br />O0T910 WOOD HFAOFA.
<br />T�J4Y/-63pr][4. MS
<br />,M MN 7. 12 r WAG
<br />ORAL Hat• -
<br />ry-! DL 00 OF
<br />aI aeIAN. 1/24 !
<br />'-+
<br />IKGG WM0 3EaiNND
<br />�6r
<br />7/e' 1!i E
<br />Tr-
<br />1
<br />wiv z
<br />To GLASS. I14'*-JftV1r
<br />1 TAR •
<br />ELER
<br />9
<br />(
<br />of
<br />y6q
<br />1
<br />Ms
<br />! It M 1
<br />n.N ) 11
<br />iw
<br />�4Y- 3NUi
<br />1 1y + Al M
<br />1 4 6- NOC It, BELOW}
<br />`�. l I '� 1 4Y-90d�rYlAOiOW/ 7/I•M.3/32•
<br />\ taeL War I
<br />'` :�• Y„.
<br />/I Vk fiIlAm k r aC W/
<br />1 1/3' Al.. tINRFMEO aENEtIATim
<br />/4'4 LAS SCAM W
<br />(2) y ' .I/2' Yh INWADED PfMETWaIOM
<br />OF RAT
<br />REOVAUDIN�IN
<br />PLATE �
<br />� on ONN Em
<br />null
<br />....
<br />'" ` W
<br />SCALE 1/0-1.
<br />410313 tiTSa I,C
<br />20 GAGE GALVANIZED STEEL STORY ►ANa
<br />Yam'
<br />OWN 9G:
<br />L ECO��
<br />PROTECTION PRODUCTS. Li C
<br />07^y'm°
<br />•
<br />R... F F STAID►
<br />F PG.IO Ha. , NIIR Ia.-WI
<br />OA-OOmr16
<br />3Llt A 111U1 A.. IT
<br />Nm aK o IagT
<br />ANTI. R al'.
<br />NNK: tMANI -law Ric (Sum . w
<br />20-178
<br />ORMa Mu
<br />.-I
<br />1NKI r "IMP
<br />N r 2/4 1/4, 3/4. 4/5, s s a 6/5
<br />ONLY FOR! KQ1ULA11 STOM 9amuLE 1N1/6. 2W/6. 3W/77 t 4W/7
<br />S INSTALLATION LMTO POURED} CONCRETE. CONCRETE 6LOCK WOOD (t) 3' MAX SIEEIS a, 1D kit) - r NEL1
<br />r wN."" r NIL_
<br />9rIDr PAMUSrh kt EACH O -� j O
<br />C DR BottDN DOWN tRAcl(s ItJT _ 4i n a HC3 O.M 02 . 3O. 4 .
<br />WITH TRACKS MOR c1b DMMM hMNM AT CUM 0116B F'T 1-1_r r-t-'I-r-r�-T-f -rT7' "r ri-i-r-r7-1•-r -I'T
<br />MAXIMUM PANEL LENGTH
<br />L+- OR "L-- (H.) a
<br />MAXI" A.S.D.DESIGN
<br />RATING
<br />(PAT.) (+ v -)
<br />H)OIIgIEi k WOW
<br />BKTA ATOMS t
<br />u
<br />rao
<br />Nr-0•
<br />Pr -01
<br />no
<br />rr•-o•
<br />rr-r
<br />3R0
<br />ti•-e•
<br />fw--r
<br />ao
<br />ro-to'
<br />ra-o"
<br />IEO
<br />7o'-N•
<br />au-
<br />4a.o
<br />91-61
<br />r-s'
<br />Mo
<br />r-r
<br />r-4•
<br />SILD
<br />r-r
<br />A*-e
<br />mo
<br />rr
<br />r-r
<br />#AD
<br />W-C•
<br />Y-s`
<br />A"
<br />r r
<br />r-a•
<br />7S.o
<br />Y-r
<br />r-Ir
<br />BAD
<br />r-r
<br />r-r
<br />aso
<br />r-o•
<br />r-s•
<br />aaB
<br />e•-a•
<br />s-r
<br />toga
<br />e1-3"
<br />a, -II,
<br />YOso-
<br />e1-31
<br />r-s•
<br />CIAO
<br />a•-r
<br />PILO
<br />-
<br />r-!'
<br />rrre
<br />r-s•
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (Et.) 0
<br />MAXBKM AMP.
<br />P TNT6G
<br />(r--0 (+ ar -)
<br />DONORM r TY0J0.0
<br />INSTALATtpH9 t
<br />u
<br />4-
<br />B3o
<br />T4'-6•
<br />rl•-a•
<br />210
<br />Ir-Fo'
<br />ir=r
<br />3a0
<br />rr-r
<br />Ho-r
<br />Jr-O
<br />101-1o•
<br />01-9-
<br />40.0
<br />r-e•
<br />r-r
<br />46.0
<br />P'-U•
<br />A•-r
<br />Sao
<br />a-r
<br />07-0"
<br />no
<br />r-r
<br />r-r
<br />Mo
<br />r-o•
<br />--1.
<br />se o
<br />r a•
<br />r-1.
<br />Tao
<br />7-s•
<br />8-t1•
<br />ISO
<br />71-r•
<br />e'-a'
<br />Sao
<br />1•-0•
<br />a'a
<br />a"
<br />I.,.
<br />61-3•
<br />sac
<br />s-s•
<br />r-r
<br />ISO
<br />r-r
<br />s-to•
<br />raao
<br />r-3•
<br />s•-r
<br />roeo
<br />rraG
<br />-
<br />r-r•
<br />t NSA
<br />-
<br />4'-10•
<br />nRa
<br />4-s•
<br />MINIMUM SPARA110N 10 GLASS SCHEDULE
<br />mkvmx
<br />LENGTH1FN0
<br />PAKEL(M)
<br />.� 4 170 .4.h
<br />"IQ SPEED > 170 fto-h
<br />U R SIRA9ED
<br />LNIVIIAMIMED
<br />11AM SIPMA EC
<br />TBSTRM/ED
<br />30 OR Um
<br />t"
<br />1•
<br />6•
<br />B Ile
<br />>33 70 90
<br />I.
<br />r
<br />1 Yr
<br />7 1/r
<br />>RG ro ,4S
<br />N
<br />I.
<br />7 1/r
<br />7 yr
<br />>,4/ W
<br />I.
<br />t•
<br />-
<br />7 lIr
<br />TOPDIEs'i
<br />90iTDM
<br />LDuwT
<br />.N.
<br />WADER
<br />•U•
<br />H FADER
<br />1'51me
<br />STUD
<br />ANGLE
<br />Iri•
<br />TRACK
<br />7BLRAECNI
<br />Ir/WBBAAEM
<br />GIIITIrS
<br />DOW WOW
<br />4r
<br />32
<br />3r
<br />35•
<br />6r
<br />SO•
<br />sr
<br />4
<br />t3'XI.W STUD ARGUE
<br />36•
<br />3r
<br />32'
<br />3r
<br />4r
<br />Sr
<br />U.
<br />6
<br />'r IRVAC
<br />56•
<br />Sr
<br />3r
<br />4r
<br />ILr
<br />6r
<br />9r
<br />t
<br />Sr
<br />32
<br />Sr
<br />3r
<br />SIG•
<br />ar
<br />a6•
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<br />1 32•
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<br />6r
<br />5r
<br />D.M-U.
<br />®or
<br />\'..
<br />• ,"
<br />.BOLTED
<br />PANELS W t 4F2pWY II
<br />S.j MS. BOLT W/ 0 FA wmw
<br />(SEE SEcrals
<br />!
<br />I
<br />2/4
<br />1 /4, 3/4, 4/5, 5 3 t 6/5'-
<br />1 W/6, 2W/G. 3W/77 t 4W/7
<br />AIMA1011/ an SOPPED" ON SHEETS 9. 10 k11)------- -
<br />REGULAR STORM
<br />PANEL nI ELEVATION 1/4.1,a. GAP
<br />-r
<br />act) I.+-. AIAXtNUM "amm" MIId LENGTH RRN A ONDU mom &&& DOM LOW.
<br />L- A" AIONOME TWEE UNION MR A ONEH 111MIK ASD, DESIGN LOW.
<br />W PWCJ:DIITE 70 OOMM YAXNAIN RIM MIDI14
<br />GIVEN A POSITIVE ASS. CO MN LOW. DETERMINE MAXIMUM PAIRC UWIH •L+• FROM SMULL
<br />17NEN A 1HB9A71AE Asa BE90H LOW, KTENWrK MAW" rWH[L MBDIN t= PROD sOEDtULE
<br />FOAL /NWINIR/ ALLSNIKE Mfl IETIBM IB EOAY it THE 1dINM OUSATMED IMH4 IeIOM
<br />KUM 14• AID 1 •.
<br />(3) SEE SCHEDULE MUM FOR MN. P VIM LENGTH FOR VOMIT' QNSICalON.
<br />V summu m6 wm wow AUK UNITED TO 3 b !.1 MAX ASS. cam PRm11RE RAi9G
<br />44t87
<br />�`'• A7FOF '•
<br />liNAll `• �F �
<br />IRNI LyerAWrv6Aa
<br />'ro00 ar
<br />IL EC0one.
<br />24 BADE G&VANIZED STEEL STORM PAIffL
<br />DNrn BW
<br />GLOB& PROTECTION PRODUCTS.
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<br />70
<br />GLASS, , (PACE L LEDUE PANELLE
<br />PANEL LENGTH
<br />SCHEDULE
<br />(SEE SCHEDULE 1 _PANEL MITE FvrALE 0 OR PANEL MATE
<br />ON SHEET a) ; -- -: - - ;- - ON SLEET 3> ( - V ,
<br />ON SHEET a) i I ON SHEET
<br />(SEE SCHEDULE 11)
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<br />`✓ : - - y._ SAE TABLE SrIt ON SHHEEf 11 FOR MAX. PAEL LECIHS r
<br />• 12 t/2 Oz.
<br />WX ASD OESGN LOADS FOR THIS INSTALLATION,
<br />OF i
<br />t ' - MAX. _
<br />I
<br />t• .`1 0 121/2.O.c
<br />_ RDDD A14OIDR5 PIT* MGM
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<br />2•a4• WOOD 1 rraNli 1UM111 OOIw11Ra NORM® pI som tt).
<br />PRATE REOIe i .. ._!ECOO ATTOMLT= I. m svoiva N m sum a0rA3m i I �, .g.. g 14 wow
<br />STADGIBIED w/ STD W ANO11K3 GAMS TAU DOIPGIor 91 pAEy MINE RIME p a
<br />m DIGIT 3,4W E RB711C® to 1 m REQUIRE
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<br />DESIGN PRESSURE RATRMG (p.9.1) AND PANEL LENGTHS * : aim BR
<br />TOP k W`rr0M RWUNTNGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR
<br />COMBINED IN ANY WAY 10 SUIT ANY ALTERNATE 3MY•) IL ECO PROTECTION PRODUCTS+ LLC.
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<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC S%•••••••.•N �, t�..'�s'ww.i ..xw`m' PN°a! pNrK->Mp' fm (w)w'mY
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<br />1. SIDRM PANEL S;1 OK THIS 1>R000CT E1rALLXIT10N DOCUMENT (PZ4.) HAS BEEN VERIFIED FOR COMPLIANCE N ACCORDANCE
<br />- T/4.6 TAPCON ANCHORS, AS NMNlFAC1URED Br I.T.W. BUIBDEX, aIO
<br />WITH THE 2020 (7U3 ED111001) OF THE FLORIDA BUDDING CODE. THIS SIORM PANEL SWILL NOT K NSTALLM AT HIGH
<br />- /14-10 PAAFLWTE FEMME 0 AND PAE61A3TE PLMS ANCHORS AS MAKWACIURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY 16MNWIE ZONlS (NW -GAGE / BROWARD COUNTIES).
<br />- 1/4Y LAG SOKNS PER ND.s
<br />DESCN WVD TOADS STALL K E1[TEAYNm AS PER SECTION INS OF THE ABOVE IENIDNED CODE. FOR A 84M WINO
<br />- 7/tra . 5/9• WOOD BUSHING. As DISTRIBUTED BY ALL PORK Se", BOLT r SPECIALTY Co.
<br />SPEED AS REQUIRED BY THE JURISDICTION 14HtEAF STORM PANEL WILL BE INSTALLED, ACID FOR A 038CtONAJtY FACTOR
<br />KO-025, USK ASU 7-16 AND SMALL NO 000 THE MAXIMUM (LSD_) DESIGN PRESSURE RATINGS INDICATED ON SHEETS
<br />C1) M*KK1W TREADED PENETRATION NIO WOOD OF 7APCON ANCHORS SWILL K 1 1/2• AND r FOR ELCO PANELMATE PLUS
<br />3. 9 INN 12 r 17, 14.
<br />AND R N UALE FEMALE UD
<br />N ORDER TO VERIFY THE ABOVE CONDITION. LAIIMTE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SWL1. BE FIRST
<br />REDUCED TO AS.D. DESIGN PRESSURE 11111NG BY MULTIPLYING THEM BY 0-9 IN ORDER TO COMPARE THESE W/ MAX. (AS0.)
<br />C2) MNIMUM 1101CAM PENETRATION OD ION OF LAC SCREW. INTO THE WOFRAME UNIT SALL K 1 t/r. NO THRIADEO
<br />OESIW PREP RATNGS INDICATED ON SHEETS & 9 THRU 12 A 17. T6,
<br />PENEIRATON 070 STLxao SHALL E CONSIDERED AS PART OF THE REOUNKD T/6WED PENETRATION.
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.ED. AS TESTED RINK NOT OVER SIRIC4#D, A 3311, INCREASEN iONANE
<br />SIR= FOR WIND LOADS WAS = USED N THEN ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETINAmn N
<br />C.3) WINIUM EDGE DISTANCE OF LAC SCREWS. INTO WOW SHALL K AS arDICATED IN THIS DRAWING
<br />ACCORDANCE WITH N.C.& 2010
<br />STOW PANEL'S ADEQUACY FOR %PACT AD 00 RESISTANCE HAS BEEN LEAFED IN ACCOROMM WITH SECTION 1602.1.2 OF
<br />CA) MBANrt PENETRATION OF 0000 BUST" SILL BE s/r. 1/4• 0-20 SCREWS USED VIAL K T yr LONG MINIMUM
<br />a514.01-01 AND IWIS.02-. AS
<br />MNE THE ABOVE MENTIONED CODE AS PER AAERICAN TEST LAB OF SOUTH FLORIDA Ruon /09
<br />LLS N NO STU DID.
<br />SHOULD STUCCO EXIST. MO I' MWIR WAWI
<br />NM FO
<br />PER SSTD 12-99 k ASTM E 330-M STANDARDS. AND NOWAK TESTING LAD SOUTH FLORID\ REPORT /1123.01-10 AS PER
<br />VAS-201 AND US-203 PROTOCOLS. ND AS PER CALCULATIONS PERFORMED N ACCORDANCE All SECTION 1804 OF THE
<br />115) IN CASE THAT PRECAST STONE. OR PRECAST CONOM PANELS, STUCCO OR WOOD /DITTOS BE FOUND ON THE EXISTING
<br />FLORIDA sum" CODE
<br />WALL. ANCHORS SHALL K LONG ENOUGH TO RKAOR THE MAN SIRUCTUAE BEANO SUCH PANELS.
<br />ANCHORAGE BALL BE AS heM%NKD N C 1). C2) k C.4)
<br />2. ALL ALUMINUM EXTRUSIONS 10 E 6053-te ALLOY AM IEUPER. (UNLESS OTHERWISE NOTED). SEE SHUT 2
<br />(0) ANCHORS SHALL BE NSTALLID FOLLOWING ALL OF THE REIOOUENOh1ION5 AND SPECIFICATIONS OF THE ANCHOR'S AdNkWACT I
<br />3, AL ALUMINUM BEET METAL USED AT M49JM SHALL 14AVE 3105-Hu ALLOY,
<br />B. PANELS MAY AM K INSTALLED MMONTALLY FOLLOWING NSTAL ATMN DETAILS SHOWN oN SECTION t T 104 5 (SHEETS 4
<br />4. ALL STEEL SETT METAL PANELS 5HM1 HAMS SRNCTURA QUALITY STEEL AM A-653 GRACE 80 YMaMU,I. 0-60 GALVANIZED
<br />INFIOUGH 5) EXCEPT THAT KAOCftG k(b SILL NOT BE USED,
<br />STEEL DESIGNATION W/FY- 92-2 Ar (AFTER AOLLED).
<br />9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VEINY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO K
<br />5. AL SpK1IS TO K STAINUESS STEEL 304 OR 316 AM SIRES OR OORROSM RESISTANT COATED CARBON STEEL AS PER DIN
<br />ALRO TO OMM PPF7SITTER 1 ANCHORAGE. THIS SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FTAE
<br />State W/ 50 IW YIELDSTRENGTH AND 90 Uri 7E]CSLE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2411.3.3.4.
<br />10, EACH REGULAR STORM PANEL WIM LENGTHS OVER W, AS PER SECT" 1, 2. 4. 5, 6 AND ALIEANtrVICS 1111, 3W k 40' ON
<br />SHEETS 4, 5. 6 k 7 FOP[C WLY: SMALL NINE A LEGIBLE AID READILY VISIBLE MARKNG INSTRUCTING OMEN OR TENANT TO
<br />S. BOLTS TO E AStM A-307 GAVAIZED STEEL. OR ASI 304 SERIES STAINLESS STEEL WITH 34 Uri M IMUN YIELD STRIDO M.
<br />SECURE PANEI.$ WITH AAPUCAW REBYORCfIIdT DING PETIOOS OF HURRICANE WARNW.
<br />7. ANCHORS 10 WALL SHALL K AS FOLLOWS.
<br />It. THE INSTALLATION COTRACTOR 19 TO SEA/CALAK ALL SHUTTER COMPONENT EDGES 04CH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE BLARING ro PREVENT mD/RAN WIMPSION.
<br />ui To
<br />- i/4'0 TAPCON ANCHORS AS MANUFACTURED BY t,T.w. BUI DEX. INC. (hin. re •3192 PA")
<br />72, STOMA PANEL I SINUATDN SAL COMPLY WITH SPECS NDICATED IN THIS DRAWING PLUS ANY "DING NO 1O 4 REGULATIONS
<br />- //4. 6 a 7/a• CARE-N ANCHORS, AS MANUFACTURED BY OEWALT NC
<br />PROADIED BY THE AIN401CTION WoM POW IS APPLIED T0.
<br />(M. f..+3/O00A" 9OIA-SET ANCHORS, AS DISTRIBUTED BY ALL PONT SCREWY. BOLT ! SPECIALTY CO.
<br />13. (a) THIS PRODUCT EYAWTON DOCUMENT EIU
<br /><P.EDJ PREPARED or THIS DONCiR LS OENC Am DOES NOT PROVIDE NFORMATION
<br />- #14-10 PALE TE FDIA E 0 ! PANEUAATE PLUS ANKJNORS. AS MANUFACTURED BY ELW CONSTRUCTION PRODUCTS.
<br />MR A SITE SPECIFIC PROKCT; La WHERE THE SM CONDITIONS OE*W FROM THE P.EO
<br />RAE - 1/4•0 rAMAC IN ANCHORS, AS MANUFACTURED BY DEIIMLT, INC.
<br />(0) COMRNCIOR TO BE 111MVIISmF FOR THE SELECTION. PURCKASE AM INSTALLATION NCLIANG LIE SAM O TaS PRODUCT
<br />A 1 Mma" DRIEGENR OF tAPCON ANCHORS HMO MAW CONCRETE SHALL E 1 3/4'. 2• FOR ELCO PAIELIMTE AND
<br />BUSED ON INS P-E.D. PROVIDED HE/SHE ODES NOT DEVIATE FROM THE CONDITIONS MTN" ON THIS DOCUMENT.
<br />ON CSTRUCTION SAFETY AT SITE 15 THE CONtMCTOR'S 1RSIONSIBAR'r.
<br />1 3/4' FOR 2AAMC NNLw ANCHORS.
<br />(•) Pa PRODUCT EVALUATION DOCUMENT WILL BE DONSOEIKD INVALD P MODIFIED
<br />A2) CAU1-N k SOD -SET ANCHORS SHALL BE EMBEDDED 7/!• INTO THE POMFD WNCRFTE NO EMBEDMENT IRO
<br />STUCCO SHALL K PERMITTED. 1/4' 4-20 SCREWS USED SHALL BE 1 1/2" LONG ► I NeNM SOLD SVUCCO EXIST,
<br />(4) SITE SPEOM PROJECTS SHALL E PIIEPARM BY A FLORIDA RECISTERED ENGINEER OR ARCU9T m WHICH WILL BECOME THE
<br />NO T • MINIMUM FOR WALLS WITH NO STUCCO. AND MAY K MENDED SCREWS OR ALL THREADED SCREWS W/O HEAD,
<br />CROMER OF RECORD k0. 11) NOV ICE PRaUECT AND WHO WW1 E RES*ONSMS FOR TE
<br />T1E P.I.O. bNGREFR RECORD, AS DELEGATED TO THE
<br />BUT WITH WNO NUTS
<br />PROPER USE O' OF ACR'NNO A ENGINEER
<br />P.EA. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC ORAIMIIGS FOR QVAEW.
<br />AS) N CASE THAT PRECAST SCONE PRECAST CONCRETE PANELS. PAVERS. MOCID ON WOOD BOARDS K FIND ON THE
<br />EXInK WALL OR FLDO. ANCHORS SAIL K LOAD VIOUGH TO REACH THE MAIN STRUCTURE KHID SUCH POW.
<br />ta) THIS RED. SNN.L REAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SHAL K AS MENTIONED IN A1) AND N A2).
<br />ENGINEER OF RECORD THAT PREPARED IT
<br />(N ro rJes7lNa uIHCrIE7E o, �.T,_ MILL . C-
<br />14. SHUTTER R MANUFACMIER'S LABEL SWILL E LOCATED ON A RGOLLY VISIBLE LOCATION AT STORM
<br />- ,/.- 6 TAPCOI C I016 AS MMNUFACFUIiD BY 1 T. W- BU6DEX. INC.
<br />PANEL SKITTER N ACCORDACE WTH SECTION 1709.92 OF FLORIDA BUILDING COOS ONE LABEL
<br />SHALL BE PLACED FOR EVERY OPEHSD. LABELING TO COMPLY TINT SECTION1709.9.3 OF THE
<br />- Ile • . 7/9- CALK -IN ANCHORS. A9 YANUbACNKD BY Oi7YALT. NC.
<br />FLORIDA BtItD1lW LDOE'
<br />- 1/4-0 X 3/4" SOLID -SET ANCHORS, AS 06tRIBUiED BY ALL POINT SCREW. BOLT r SIUMITY 00,
<br />- I14_10 PAWFEMALE 0 ANDELW.I PANE PLUS MCHORA AS W"A.TURED BY ELCO CO/61%GTION 11
<br />1/4' 6 tAMAC
<br />- NNUM ANOIOIS. AS MANUFACTURED BY CI ANC
<br />9.1) MWIMUM DAKDMENT OF TAPCON AHCMM MOO PANELMATCS AND SA LAC NM.IN ANCHOR. INTO THE
<br />•�jCEN
<br />`•%,7 FIDA BUILDING CIDOE NDIT n VW NYFYIOOM TOM
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<br />&ALX 2) C-N r SOLO -SET m#cmm SLAL K FMBEOOED T/r Arm THE CONCRETE aOaK UNIT. NO • •Epp44
<br />7
<br />alma tam K
<br />24 BALE GALVANIZED STEEL STORM PANEL
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<br />STUCCO SHALL K PERMT17131 1/4• 0-20 SCREWS USED SHALL K 1 I/r LONG ANmRUM SHOULD ow.
<br />•
<br />M A1' MINIMUM FDA WALLS 11 LS W0 ST11000. $TOTE
<br />IL E C O ICEOLONAL
<br />PROTECTION PRODUCTS. LLC.
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<br />9.3) IN CASE THAT PRECAST STONE. OR PRECAST C04CAM PANELS, STUCCO OR WOOD ROADS K "NOR)
<br />SUCH .r ••..
<br />ETI5TID WALL ANCHORS SILL K LONG ENOUGH TO REACH TIE WIN STRUCTUREBEBEHINDr
<br />NKHONWi NOLL BE AS MENTIONED IN &I) AM IN 11.2) S/ONAL
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<br />CONCRETE BLOCKSTRUCTURES
<br />6)
<br />REM
<br />(SEE SCHEDULE Do- -
<br />Sims 0 THROUGH 10)
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<br />EXIS1100 POURED
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<br />INSTALLATION DETAILS FOR REGULAR PANEL INTO WOOD
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<br />..._E@
<br />T WOOD ANCHORS ALTERNATE WOOD �• NT^" / 4Yr HO 111eXm TEA
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<br />MAX. WOOD �/ 1/2• _
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<br />WOOD ANCHORS , \ Y ; 1 Wgea a W aG
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<br />SCALE 3/5-1-
<br />NOTE FOR COMBRAMON OF SECTIONS; 11mm
<br />1. INSTALLATION ARE ONLY VALID FOR MAX, LSD.
<br />TOP ID BOrrOMI MOUNTINGS CAN BE DESIGN PRESS(ME RATING (.al AND PANEL LENGTHS
<br />COMBINED N ANY WAY M SUIT ANY AS PER SCHEDULES ON SHEET
<br />INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPEWS
<br />DENSITY OF OM OR EQUAL.
<br />UA. 9EPAIATON TO -ASS.
<br />(w 9GREDME ON S NET 3)
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