|
.•„ " ,
<br />tx r wswill
<br />11
<br />4 >r • H a 1 k 1'�N t t a:' 2 I.
<br />�. 7a k T _, 4 3P- {
<br />It
<br />.k
<br />ar
<br />WE
<br />.v:H r.:. N,I
<br />ir. Y: er, T' tN .. T. ''>a .,,. .L. A7=1
<br />Mt"" ASAT.
<br />WN.
<br />N
<br />y �AR�rtWN
<br />LTrO
<br />- PANEL
<br />AL'P.. 'R} :.
<br />ATILm 7e..�f.
<br />(sFEP
<br />OIASS
<br />COwMLaN
<br />S
<br />+55.0. -7a3
<br />70' OR LESS
<br />2 9/+r
<br />BOLTED •
<br />1•• 2'•• *•• 1'W'.:
<br />2SY # 3'w
<br />+611144 -1"
<br />70. OR LESS
<br />2 7/8'
<br />IMIM '
<br />4' N c'W
<br />I - MPaUNTD/41L 1I tiOm OFCPANELA - manann - aM"kN• - - PANEL 1.E-
<br />A .f7...
<br />MAXANCNORa »i FOR E. a - 3 1/2` N
<br />-dmx-IN
<br />AI'RIN7WIt TO
<br />»>: 4_!
<br />AIFI OOIBIN,1TgN
<br />`TERM
<br />VAM MUM PANEL
<br />LL1OIH �� ("')
<br />PRESSURE
<br />PJATNG
<br />:r.mAm
<br />TAI'CONs
<br />PANO.W E MN LE 0
<br />P.WMW X ASRO
<br />TO Commme
<br />-
<br />TO CONC�7E
<br />70 Catom1E
<br />la GONLRHJE
<br />I:r
<br />N/A
<br />t '
<br />2
<br />N/A
<br />1 12'
<br />N/A
<br />12'
<br />NJA
<br />1' Nk 2' ('fOp)
<br />Ss'O, -76.3
<br />it,
<br />3" A
<br />7D"
<br />3'
<br />5"
<br />4"
<br />1.
<br />4'
<br />1' BOTTOM)
<br />.
<br />76" OR. LESS
<br />12.
<br />3
<br />_..
<br />12p ..
<br />5
<br />B.r
<br />:.
<br />$
<br />B,
<br />B'
<br />OTTDM
<br />T :++
<br />NSAt
<br />N/A
<br />N/A
<br />_.
<br />N/A
<br />NIA
<br />r2 1/2"
<br />if'
<br />a' (BOTTOM)
<br />�6
<br />1/2"
<br />N/A
<br />4 1/2r
<br />N/A
<br />4 0.
<br />N/A.
<br />3. (TO?)
<br />12`
<br />12'
<br />N/A
<br />9 1/1'
<br />NIA
<br />9 1/2•
<br />3' (BOTTOM}
<br />tr
<br />12"
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />tLwA=1
<br />4' (TOP)
<br />12`
<br />!2`
<br />9 1 ' 3
<br />/
<br />1 `
<br />2
<br />T1"
<br />t2"
<br />11"
<br /><' 17M
<br />(BOTT }
<br />e . LIABTE9 TO "A F...ot A.S.O. DESIGN 1HTE5StNLERATNG,
<br />e SSE SHEET 26 FOR AK04M TYRE k SWIM FOR VSIAU~ 004 WOOD
<br />FRAME 9MRO0.
<br />NVIINIUM ANCHOR NO WNW EDGE DISTANCE INS
<br />ON
<br />SPAG111Cs ARE CE ANCHOR
<br />ray MULLS. m WA 14 TLW mIXCA1ffi ON 9 L,E RDMICE ANdiOR 9RLOMIG
<br />'ay WATPLMiO 'Te BE SHOON DN SOHEGIAE BY "So FT.LiGB'U FACTORS. MR
<br />LIMO OPERAI2)la TO IiEtNi;)9t61E NDIMW SFVONO �TAIINED tr9NC FADIGI 5
<br />NOT LE LESS If" E MAM SPACING ADMITTED FOR EACH ANCHOR TYPE AT
<br />NVCIOIs 1.101010:-
<br />APO*= Tm
<br />,/+ti
<br />1r it
<br />1/4%
<br />i/#
<br />WOW
<br />wmuw
<br />mill
<br />on"
<br />pP..mmm www V.)
<br />A
<br />]
<br />A
<br />2 1/2
<br />ma-ammIA LAx+"kAt9A•1
<br />-...7
<br />a
<br />a
<br />j
<br />3
<br />"616.4 t1hWot6o MmAl
<br />At^
<br />4
<br />AQDE Ga (6JE
<br />flaw
<br />3•
<br />im
<br />- 1.4a
<br />.Ha
<br />2 t
<br />r;Io- -
<br />1AO
<br />+ RMURES MCA, OWAiKE BETWEEN BOTTOM :OF PANEL #
<br />T2
<br />AN10 0 TO.. 9E1/2,r
<br />1
<br />'I"'I' RUUM MCP. CISMICZ BETWEEN BOTTOM OF PAM �
<br />AND CD TO 8E! Wir 3 1s
<br />MCe.
<br />COMMENTS FOR RENLAR. LIFE SAFETY & E-Z HANG STORM PANEL 5MW
<br />- (SCATS 1/2-1-)
<br />--------------------ts.125' _�.�..
<br />(TOTAL 1WOIHH)
<br />I
<br />g------- 12,SOo` (EFFTxiWE Nil7flt? .--..-. -n93' y Hr4'#-sD+.T/.•
<br />` FIABTeo
<br />T 2;0 ,-:.7stY- _ ss, SLID
<br />iri---- ._....._..._._6. T/4' .374,=^e 129.«s,... "M4P12 1/T 1/4'
<br />.SOX-.'-"T.3S0'--; e--1.300' t3S0•".,•) �, t' . T.2 0' 00'(MIIY':m.111510)
<br />0,024' tikV, ROES(. OTT
<br />1.671'
<br />OALVAaI2E0bTED. :. I ;tA4' - _ .,
<br />'E 1.30P" .SEE
<br />Im ASTM 04" TYP. 1 Oo0000 I .,,,jp{F 00, Ims
<br />Qmm W %.AMUM HEMMED_,-. •. '
<br />I----QETAa A C-a0 OLV.. EDGE -
<br />ALP 06A' /.SdO"--`) .129•`
<br />----- ------ ----(TYP.)
<br />01 STORM PANEL F
<br />:350` 13ap"_*' AIL A� _-----2.000••L
<br />DET_--___<_ '-I
<br />L-,:.. '
<br />tAV10.5 SMALL W..-•- 2.s87`.---.--:
<br />FROM LEFT 10 NOR W915TA/ tUi,O /2° AUDITS
<br />.
<br />AT ENO AT LEFT SLOE OF PANT 1. L i -H" BEAM TRACK° Am win MUD
<br />EDGE
<br />H,NADS DNO PAEL
<br />EIALVANTEED STEEL
<br />W/ HEARTED EDGE `` .SPb' I tl -
<br />.. Isb' -- 4.270-
<br />' I II aZ5 a37S 0450'0
<br />1407' "•"i
<br />.• a H129'
<br />•
<br />o--«-..,.25pi ..--.._...; e•'` H j ,. ;.�
<br />.r^{``ABY7O01
<br />bR
<br />'ROUNDER ENDS, PANELS CORNER 4 1
<br />, P O END W ' HEMME EDGE ,1 '
<br />25 iJ L... _ ,"�.62s %"
<br />/
<br />37s I tYP. BOTTOM �.
<br />i j r.'"'u.�•.�r�
<br />_par wNEL
<br />S'L.H� WMER
<br />3.7O' - 6 !_(EY cNtyL AT .PANEL
<br />,y72• ('% •) p 1! MOS-HI84 ALUM. ALLOY O LiTt2+rG.
<br />HHt.-----_aaa
<br />.4 2,124•
<br />H r •Sm 5taYT a:DIN 9S00LiICNK
<br />.... ••+... .aTr LIMITATIONS W ASEVE LENGTH IS T !'
<br />NLY vALIO FOR I6TALlATtON6 INTO
<br />1 OWOOD
<br />.125"
<br />stric"Jam
<br />(.-. .r79" .. �.,. A. .rah--•• s.
<br />L. LL ! ...-a.S4-8'--..-.•)i a84k.y S�103-a00 Y3.7°
<br />'N' \\�f> L� { 750'
<br />NEJ►1�1 ER l) y' 14UDER L L )
<br />s
<br />--1' MIN. To Mox.
<br />• e,+1
<br />ANGLE �
<br />A� y PANEL NANi.ER
<br />t
<br />- ---SLOW' 1- ut0v A\NHir/aH t \ 5A
<br />,�� .Sa4' Y�Li�Y�t �] tJ4" MtID£1
<br />s?"
<br />�,... i ,470• '�.-• �'�. GENytly'•
<br />( :C82' - �• 4E :'. '4r SYSTEM 600-TONLY FOR E-Z tCALUM, ALLOY
<br />75OY
<br />FLORIDA PANEL
<br />:p.. T.1 ea` �2Sty:,-. 1�0. 44"(57 g FLORIDA BUILDING CODE (Non Nish Wocti Hu Onto
<br />123' '�T,• �+'q�. I-' a SHIN. 4� 6 4mom n7, ec
<br />PNAN£6.. r.N.
<br />�F s 24 CAGE GAiVANLZED. STEfd. STORM
<br />i, LOBE 1,2D1 - :ow �-o . STAT+ OF = tlttB,l IOU:
<br />rip.) asG•
<br />__. -
<br />SEE SEi;TIONS ---- -' MIN $ D •. F 4)E'..; fiL �sy► !2 l2228
<br />. U �IL ialtl Q {NN:. GtABAI PROTL'cCTiDt! PRODUCTS4 LS.C.
<br />•�4`--/�}y/-r � 4M S.W. Si SLIEST
<br />tvae4 It 7sha
<br />NM� Ai - a. w�. n 3T'�i,A _
<br />w w..(Ik4YeW-Tb+s, FAte tEaHklo-'a7n7 20 175
<br />F
<br />13 14 BUILD-I3UT P TRACK (5 dt WING WN"N"
<br />fe!D g7 .., ,, ,.W
<br />{2AMAa 3 Alah WµTa A Nr P„E
<br />PC SEK/9QaAMALiJOA L" '" m a8P67 '2 OF' T#
<br />lNSIAl. Eft DEJAILS MR RF.GULAR PANEL 1t
<br />INTO POURED CONCRETE 01 90GR TUCIURES
<br />ALTERNATE CONCRETE
<br />ANCHORS 4.000701
<br />CONCRETE ANCHORS '_(�EE SCHEDULE ON O471YCREtF.,,rt."
<br />(SEE SOnEncu OFT^`"`, cia"NO POURED Comomyf. I SHEETS 9 THROUGH to) FO09TNGC(NICM BLOCK ,
<br />OR
<br />.9I.00R
<br />SHEETS 9 TTHROUGN 1OI•L OR CONCRETE BLOCK ) RETA)IED
<br />�...
<br />5 a
<br />WOOLED, TERHATE MU
<br />IDIISRNF. PDL1dEa OG1ON CONCRETE ANCHORS
<br />§
<br />CWdG'NEYE RE0URE15"' (SH�EETs�9 14ROlOOUH
<br />3 t R11'tix KIID
<br />rot tie- .• T�r1FR
<br />I 9Q1DIF OR 1/2•
<br />1/4' i/4•
<br />. y-'.-Rt bifi11L71 LL
<br />1 i* slraat ss raA ►� MUr
<br />MAX. t
<br />_-_E----_.--i. CONCRETE S • r2 i/Y aE: '
<br />j
<br />RANWCH
<br />ODU: O
<br />I (SEE SC9 PtRE OFI
<br />4 SNEflS 9 THROUGH sa) � E�•
<br />t 1 49-mtt� ����
<br />�j
<br />j PANEL LENGTH
<br />I k[Nr
<br />F Y DR SPACER
<br />1 "2Ui1" t .. TI
<br />1 I
<br />SRARgtTON
<br />! I b.. b'
<br />'W 1 6CHE
<br />r` 1'
<br />T D f 6tA55, HoIEEwTS
<br />E...--.-..-._._.- .r ..:. r I I ! (SEE Sa1FOLi.E 1 r/4A-2O.t' . 9 d i n. H ON TO OXANR, L N/4'tl-DAMS' -
<br />P L HDpM_LAFtk T'`p) L 1 HIOLT6 aA1� i T aN SIEIi S) T 9+�1
<br />... . 'i' Abw {SEE SCIEaUIE ON - .. � L ,. -_.� SML'ER
<br />SHEET 4W F4"Ai.
<br />PANES. LENGTHA V 1 RCN.
<br />s - LrBE RIN ,
<br />7 rtiLkrl ONe1 i -C)
<br />I81WH OAF 1 _ SEE SCHEDULE f -PS PANEL '
<br />( LENGTH 1
<br />-T-_� ON SHEET 3) (E E
<br />t '1
<br />1._,_ '
<br />ETA. : ._r...-__...-. RCHEEOL
<br />N s'EPARATON ELT 3) GLASS
<br />i0 GLASS ONAS' 1
<br />A(9EE SCHEDULE' - `
<br />ON SFiftT 3)
<br />6 p r .' I: OF
<br />1 ,
<br />AU111 t Mo.
<br />1 I
<br />• E L'
<br />"LENGFFk :..
<br />� 12 1 D.C. MAIL
<br />L
<br />i
<br />L 1
<br />e e B 1/+• ec _-"--- i
<br />CONCRETE ANtOitNiS i
<br />CONICKIT
<br />COSTAL PAUSED �> \\ Z (SEE SCHEDULE - �' (SEE ULE ANCHORS
<br />2 1 OF WALL OR SLAB SI4EET5 9 THROUGH 1D}: SHEETS 9 TaOUCH 10 ., r 2 1/9' LONG MM. ALUMLAA
<br />r .f
<br />CONCRETE l.Zj.'• '`-; - - r �,/
<br />REQUIRED .,.. SPACERS O 6 1 4 O.C. VALO FOR
<br />T. D //
<br />ONDITION) '
<br />•AAib
<br />f /4 kiBDNO POURED CONCRETE .ALL DESIGN LOADS PANEL
<br />' CONCRETE. BLOCK 100504 POURr�CONCREIE Y � L040THS PER SHEET J.
<br />CONCRETE ANCLiDRs 7 / QONDREIE -
<br />RFAURED. 12 MATT LONG' � SPACERS !
<br />REDULRED- N't2
<br />(St�iSIM�f7161N'i
<br />.-,....LED.-.:..:..�, 1/2' O,C:(5EE TABLE.(Pa.ON.
<br />10) .,`.' ,,
<br />SHErm a At to.)
<br />SCALE 3/6-1' •SCALE 3/B�t" 'aVE2/awl•
<br />OMANHIINPNMyNA
<br />•. Y
<br />L j1
<br />GN
<br />v •.' �S OIPIDA BUILDING CODE n Mph V'a ff Hu Dan* Zone }� F FL LW Ito Fag
<br />4aaoDo M1ECa
<br />- Ate FA`.
<br />r
<br />_ fl 441 7 = , 6
<br />- 24 GAGE GALVANIZED STEEL STORM PANEL
<br />x _
<br />tinFOR COMBINATION OF SECTIl EBTh2/M7B
<br />tDi 4+�
<br />D. EDGE DISTANCE STATE fl t L EC141 LTMC. OLOBI� PROTEGTtON PRODUCTS, TLC. DAM.
<br />(SEE SCHEDULE ON TOP & BOTTOM ABRINTINGS CAN BE ��'.. fl IOi` . - A. a " aW. at SIROO,
<br />SHEETS 9 & 10). COMBINED IN .ANY WADY TO SUIT ANY 9'C. '•.;flp ..•,N.aA8.� maAeA: aura, 1YVA4,n_ aa11a
<br />Ct f9 20-115
<br />•<,• ,�. Mr,PutF�»r.rm., h. r tAp ATH^r4N >-`LsW1)e31'°75Nit. FTOL•LNSSyMM-8Ta7
<br />INSTALLATION. tx� �
<br />.,,,,,..a•wr,�,. ,0A « NW...s A!R LMMH16tLM
<br />"'t A4 . . L, A.Al2
<br />..... ... - .NHitl18��/99WATWW/OAt6. FA�laPi4
<br />OVAL M1. +$' P.E ' BItL7 a OF le
<br />'
<br />tiI E-ZN
<br />INTO EXNG WOOf} SIRUCTURES
<br />12
<br />1/4'tl l/i0 SCRLWS 4e 8' QC. W/
<br />I i(2' Nis, TtAWetOEO PDik/PdBOH
<br />1/4Y UHN sGAE1V1 • r D.C.. W/ 70 ENOSLeM WOQO HIFAOER. r` % i5) MP. 2"»'WGOa
<br />Wn. fSHETRA
<br />I x rtfAOFR i/ro LAG flCFEWs q a' O.G: WJ
<br />J Tow EE0 T10N i a r
<br />i BEOy�ED
<br />AT O8 (N! EpGE t Wm TI%tEAOfL sV.'tMTpAnbF/
<br />ro . ,
<br />/118'11fNp tEAOiR
<br />- IV":NNIINII wm Lam..
<br />ca<L Ni. 9Ati9. F !
<br />L Etc. DIO
<br />4' LOFT � M1. SM,S. BCO,
<br />DO Hi(1 0 2 OA.
<br />5
<br />F SAILS. f lA0 a R' L TAIL 14 aO, % 1 $ soLiEws a I >� J I +
<br />9
<br />/4'N t 3 4' t J E'A a • j.. ! Xy I t: ' MM: MREAOm REH€ItRUtON ?' 1 If F74
<br />t r t/�� : / i. HAM MS. Mr/ Y: fA2' m 8'000 % { e>
<br />i✓.z. DiAA&., r/24 8 148i0 Y8Rq I pFAODT ,
<br />HLTE TA
<br />taF [vk71Y
<br />. I• R7 Ira.) 1 `,. • t (5EE nET.IL.. 112a a
<br />1 star AAm,. POP W&T
<br />&OWfOOTH OF EA5 M (2j a FA to OF 9)
<br />WOOD awk, - 1 -J OEi' -a
<br />�: I/4"s-x4Y3 Ar �¢ 5 M00Ci NCAOk7N REODM4D #..
<br />2 9J1a" Mux: I i 4•a-aa3 4' . // : a
<br />aA
<br />'BFYAflA7i0N'' rr / N' St."REW W/ rF
<br />2I/t5°' NGw ��� _._.." Y.fi W -. D/.6'NN5JA2
<br />SET'/WATNNII MS w 4.: 7//�06' 3 WIN, r' NU1 O ,y
<br />I*A #ASS. /T � TVBM rs ;a�S 1 1 ..
<br />LORD iYERY Y:. ,.. 2 OC 2 ?IV 'W
<br />O7ghAP, x 1 - APANONA4 ,
<br />a s �/to dA= i yls'e 7Dul+`
<br />SEPAmrm ps M7f O 81k95 1 1
<br />TO PA/at EYfRr OVERLAP LTIaTt OrERdA.P
<br />�,.,. max'.
<br />x
<br />_1 r
<br />g!E
<br />a
<br />C
<br />4 S At [
<br />€
<br />YOas M .. `
<br />37' I 4
<br />i
<br />E a
<br />�-
<br />I
<br />I
<br />`I
<br />p 12 ' O.C.
<br />(,
<br />e ;
<br />F,
<br />7
<br />_ 1 ♦•4- `. 4. 449. W ate'. `x }{ 1 Y PA"D.NA1E FFALALE q S a. .. . W - n
<br />TE PLt/5 1 1W21.MA Nvr /
<br />WIN x/ P- 4 s •,. i 7/YIr AVfi 7'NRFNR.D n. Fr10tA.4 M.3.
<br />e 71HV� NOTE to IELOaI} PEM78i, UNAa 1a T / 7 .!`32"' YMNG
<br />.. T /}' G.C. ") St. .. .•-{- .. � R�j yq_ 4•
<br />1/+ O:tYoaW . .. } 1 M FIUT /
<br />.:•... & t c: H L It -, EO PENETRIA9fON p RUA1E REOUMID'R 21. a 4 - -. 1
<br />yI WPU, AT:siPoE7.3tMO.68 •'"'' o m. 1. 4
<br />TC T'{ja1 1. T'flR PTA. LPN F00E' - ... , ... .: � -w
<br />i s _ a ( € i 2OA7 4 W 7 'f4+•T �fs•LAN7E. ASS. 32
<br />O. - r r6. 2) '•«,.-" - NOTE 1A 4+'A/
<br />/ BD.aW)
<br />NOT j. 2" , 1. 6i i a, 7 two RETIEIRA`ROTN 4/ A e N - Q,
<br />i
<br />(.
<br />(�} /4`a L.NS SCRLW9 a a' 0L WJ J+`tl 4AO. sCRLWS a 6` b W
<br />W0OD� PUTS W€IltiPND- rAte_ a S/2' E6n. 1HAPEAOLTI PPNFlRAi . Mk.. (2 i•t '-. L i1777A 4Fri. 7NIrEAOEO PENETR,ATt/tVY'
<br /># MNWfH OF PINE
<br />t8 � F1NT 0R INN L1TGE AI TERt+L,TiVE 2 'W "1 ` - P. nEaw10QRm°rLAT FLATo � Im
<br />ALTERNATiV£ I'Aw
<br />SCALE 1J4•si•
<br />POTES,INUA"aLT_RlAi1Y a aw
<br />H. INOTMIA7RI7S ARE O1A.Y VABT FOR r*14 4" W IM, ASA GESICaN LOADS Vrdllna :ram 51AiF i/4,+H"
<br />UP TO
<br />r7a,3 PNi AND PANt1."5 LfIsOTis LIP TG. EF TO•. A\\VI "! ..SILL
<br />2 F�GRp NEW WL700 FRAHIE ttONSIRtKRDN: iTUOO TO BE S(NPTFEWN � '' d+' �• e r �J ' 9GAA.E 1 4',.1"
<br />AWE Fix 2, WJ SPECSTC OEINSRi a 0.55� �\G�N:�'�,['`•,,��'s
<br />FLORIDA BUILDING COD€ N(h YBIo NurY os a Zone
<br />SEE sPFr F p4 un LEONAIaaEMS Foe a a+2 {g} AT TOP As E , N0.4157* mm Tom W. 20 GAGE GALVANIZED STEEL STORM PANEL
<br />WELL AS PNXL .3:FEIOH o WACNS IXt aPAv earroM. 9A$EO ON
<br />OWN IN:
<br />iWW OR 21w0 7ssTALATW TYPE ON T 2`„' >; <a= STA OF r""' - 1�- " GL49AL PRQTEiON PRODUCTS, L{.0 aixt
<br />/'
<br />NGa�..Pn, OLIMG211;w, tY ALM'1.RlfATfl1E- TOP IPfTWER 1YOOD cR; ,C 'FLO U¢` OL E C O PMc. 4 AW, s+ siLRtT
<br />TOP h BOTTOAi t49tA4TNIF)S PAPS eD tCMNBN/Eb W AMPA ANCHOR I_NYiTM'NP y �aS`% • • •• •,:jPi'� ,�. k.. auA. s... sN, _. A auaA PN6Ae IB.0 '73i0.&s ' (M1.)mE-axuT 20-176
<br />NMT TO 8OU Atf 'xIO'TALIARON. ,M,E; 1 jA' . 1` NApAIM7N Ia.s I DeN.at,rwa. M. , L AF,-r4zr ... wmrN,. -* w A,.
<br />P.F. 2w,*aANmINE/aA1E TNL/r 4.,,1Pt a ra ., - #88ATaea m..
<br />MOTE : SrudTeER 11VT;AS :MOT srowN TOR O1ARlTT TIN s!A xpxrOia A-OfON4LF�14
<br />1 78l•:'
<br />MAXIMUM PANEL LENGTH
<br />"L E" OR "L-" (ft.) 0
<br />MAXWM ASA
<br />PRE RCF.
<br />(P-0.) (+ br _}
<br />CONCRETE: A Wow
<br />INSL'ALIATia$ t
<br />Lt.
<br />I it
<br />2Q0
<br />lr''.
<br />12'-0'
<br />210
<br />121-01
<br />Lf� -
<br />JILT
<br />??'-a'
<br />TO-s'
<br />30-0
<br />t0-r0"
<br />Ta•-0'
<br />4a0
<br />10-I`
<br />9'-4`
<br />4S0
<br />0 a
<br />r_r
<br />50.0
<br />all,
<br />9'-4' .
<br />SAO
<br />9_r
<br />r-T
<br />654
<br />a -a'
<br />Y-4•...
<br />75.0
<br />Y-S'
<br />6'-I 0•
<br />4a0
<br />I' Y'
<br />6'-r
<br />964
<br />ow
<br />Pao
<br />b 9"
<br />5=21
<br />#%a
<br />_ fis'
<br />v'_-a•
<br />tOOA
<br />9`+a`
<br />9-4irf
<br />5-9-
<br />nap
<br />HTsn
<br />-
<br />s-a'
<br />live
<br />1 5
<br />BORN TRACKS POO L w 4S & 8H4 DR D.M.,(D,
<br />DIREfiI.lLG9IHTF,D AT EACN�a+B A'`/
<br />MAXIMUM PANEL 'LENGTH @, @ OP
<br />"L"1•" In "L-" (it.) 0
<br />MA9tR UM AMO.
<br />PPESR. DISRA7910
<br />CONCRETE a WOOD
<br />WSTAtLATIONS't
<br />2a0
<br />14'-t'.
<br />f3'-Q'.
<br />2"
<br />T2 rsa'
<br />Ft .r -
<br />320
<br />11•-o-
<br />t0=7'
<br />39A
<br />fa•-•101
<br />a-9'
<br />4a.0
<br />9=s'
<br />ay7,
<br />sato
<br />6'-3-
<br />r-s'
<br />8"
<br />a' -a*
<br />r B
<br />7a0
<br />71-5"
<br />r-17'
<br />no
<br />7• ' -,2
<br />a'
<br />Sao
<br />11.1.
<br />V-s:
<br />1laa
<br />5"_a'
<br />s•-r
<br />ma
<br />s=r
<br />s 4
<br />naa
<br />-
<br />5•-1'
<br />Yt9.9
<br />4'-a`
<br />WARRA SVIARAr" TO GLA9 SOMODUN.E
<br />11MAEIMUM
<br />;PEED 9'. 170 m4 A ''
<br />TRNQ SFEEO > 170 m.P.tt
<br />4W6O
<br />vatwi?TRA€IIER
<br />RESTRAINED
<br />uNNOWAMMI
<br />IiFSfmm
<br />30 OR LESS;
<br />T'
<br />T'
<br />6'
<br />9 1/4.
<br />>33 To to
<br />,'
<br />1"
<br />7 lJr
<br />-. 7 1/2-
<br />I aNMSW , /.-IL !An A ^hmka 4AR1akftml ! ANl1A/M1TIn4A
<br />t
<br />BOTTOM
<br />DIRECT
<br />NOUN?
<br />+Atl
<br />NEAOER
<br />.U.
<br />HEADER
<br />T, TW.S"
<br />ANGLE
<br />,s
<br />". 'TRACK
<br />K
<br />AMU W
<br />� TmAcx
<br />CWLGSLIC
<br />DIRECT IOLWI
<br />48'.
<br />-id•.
<br />34'
<br />3a'
<br />SS'
<br />i0•
<br />9O"
<br />4
<br />1.BSt .
<br />1" STUD ANGLE 9
<br />35'
<br />3 2'
<br />3 ,
<br />2
<br />32r
<br />42"
<br />38`
<br />3r -
<br />a
<br />'i' TRACK
<br />39'
<br />32'
<br />32`
<br />4 Y
<br />07•
<br />60`
<br />W*
<br />t
<br />Sp'
<br />32'
<br />32'
<br />3W
<br />60'
<br />56"
<br />W'
<br />36'
<br />ALO`
<br />1 96'
<br />D.M..O.
<br />OF
<br />(2)
<br />ANCHORS {SEE SCHEDULE ON
<br />AN. j _ ---- SFSET3 4, t0 tT1J
<br />-
<br />r-L--T--r-rT- -I-F'--
<br />.
<br />& 6/5
<br />& 4W/7
<br />0 0
<br />. n -'T -r-r"T -- _r _r -I- T
<br />%RLAP t
<br />w
<br />I
<br />i
<br />- - - - - -
<br />O D O O -
<br />2,/4 1 /4. 3/ 4, 4/5, 5 5 & 6/5
<br />t W/b. 2W/6, 3W/ 77& 4W/7
<br />_......_...,•ANCHORS (SEE SC MULL OR SH ILM 0, 10 311'}-__..•........,,._„,,.-,...%
<br />REGULAR O P A�}}.,{E+1 {M [ loll N
<br />�_ f'S/T �,lN. ?d { EFL- T/47
<br />Res.. GOP:
<br />N,7.S.
<br />(LYL WRAP WHOUE WILIEST it
<br />* t 0• 44167 a an62a 1A 6O
<br />c*� _
<br />TA
<br />(}F j��
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />FN
<br />pRA4N W.
<br />,OBAL PWTECTM PRODUCTS, = 8}ZTp,T
<br />am A* at f/IT1
<br />am aau Pi1,N.r..N,A• 20-175
<br />INSTAL=QN MAILS FOR REGULAR PANCL (1)
<br />INTO WOOD STRUCTURES
<br />14 1�''�'''''
<br />- ..._. S ', TW100 ANCHORS TO GLASS, ---
<br />'.� L SCHEDULE ONSI (SEE SGHEW ' as5. W
<br />Ei esB .1
<br />as .6 AD MIS
<br />1 HDRTHOAN 7 -as
<br />is rT :-,s8 LENGTH
<br />7- �
<br />, PANEL LENGTH
<br />A'COO ANCHORS I '. ,; GtASS� t
<br />REOULRED i ll J t:.. r t ,.. .. 1,. t. (SEE SCHEDULE
<br />.1:j I € {5EE SCHEDULE ON- p '
<br />} _.-_.. .-.-: aN 5NEE1'MAIL
<br />•." , 4" ,'•
<br />SHEET 11) > 1 14� SPICER
<br />♦+ a= SPAM
<br />t ( fIH- 1 1
<br />HEAORi. 1 2' � 1 ' EO }-'- t
<br />j a
<br />Epn 1
<br />I L_ i .+fj-. 1' MAIL IONIC ALUMINUM SPAS 4H 12 1/2`
<br />1 Q.«' (SEE TABLE /1 ON-.BHc'E',F TT.)
<br />I t
<br />MIX4 NONE •' PLOW FOR LIMITATIONS FOR
<br />"Li a Dar "E T 1j2" LONG SLEtv£5,
<br />iwl... 1 Pn� LEND,"
<br />PANEL. UXIM
<br />{w SCHE]k1lL" I j (SEE SCHEDULE
<br />{mT
<br />1 TTN. SHEET 3) 1 3) 2_- ON: SHEET 3) ""• ' 4 } 1 .... PANEL MATEFEINALE ID ORPAiIEt. MATE
<br />..:RI „._..
<br />P =; t: _. fum (SEE SCHEDULE ON Stow 11)
<br />I._.� _ I
<br />i _ !I
<br />win
<br />-jiSEP
<br />GLASS . _. �y S •--P SEE SGf�iD'ULE L s'WOOD
<br />- ,( RATE REOUtREET
<br />L I t 1
<br />4 N i ON 9� 3} { j DIRECT ►tfttNt L(� SPACER 6A
<br />M " : SEE TABEE . I I 9t{EkT T t 'QFO MAX. PANEL LENGTHS. k
<br />P L SOPN ,,:) : 0 12 IJ2 D.C.,
<br />A OE.SNGN LL)A0SF1fR Ti INSTAUATION;
<br />X :MAX. :O
<br />1 MAx.
<br />�i
<br />W00D moon>(K DIL NmEi
<br />- 3 1 STAGGERED W/ STUD
<br />(SEE SCHEDULE ON WPM SATNT. BE I T/r LOW M:
<br />SI
<br />j# SLIEST. it) T NSTMLNfOM CS L2RTL0ia A d1E STINT 1RRI s
<br />4
<br />'' z 4+ { "(" (" _. ()MAN LOON NEW HOWLS (THE' R h T1IQY:kTI� • 4' f 4 ?k
<br />2x WOOD gg
<br />4 �
<br />1 L + t : BLaD1/G iNEEW1P 9tAUSBi11Y : ON 1f
<br />PLATE REQU1Iia '"v ,: K, r : ..D ANCFiaRS . `-' : >. r I,. w -., ..... - WWgTp ISLET b
<br />T MR7 m gAes � ..-. -µ: . _ 1L4 WBDD
<br />STAGDERPTI W/ STUD nN .3:3eW W 4.As „ x a••.. : ,. (P) ANG4LaN5 oOrN: nGll' iWLWOHElIr': 6Ag�. MA7e M47YaE RI 1q
<br />iP'N, - r REQUIRED
<br />I (SEE SCtEOULE ON w9s As B& TMa rota. <, PAID. MOVE iNus) 9FIM.L cE 1 aAH L ,t AT 6-t/A' 0
<br />SHEET T!? FpNPWLJNmNNFNANRO 'A..mm_ � �AtltlLiaaV FROM t2 I/3' a0, SPAONB At{LAIEO6N
<br />1
<br />(0) WX Z4 &A RAN& LOOM 6 INORO TO W AT ANY OEM
<br />IfI1a� 6 A RommmNIN TRW LAxOR AANEI. LOMO:i#UOM ON
<br />iaimmitrf maw PANIC. uwm is W72.�ALL ILiO`U,NITIN(z' DiREI;T MOUNT SCIHmHAL ww It}
<br />.H 1 {s) NAfAtAARW W ptY OiiE$ �4,TTIVE'"w 2W. • (411 $/1' LOMO e t CeWCB/t.NA sT4V1 NE !a 0451m m OM
<br />WALLW H� OP r 1rr LONG 7mO IA K9 tIBY
<br />�NalMUA+MBTN
<br />O FRAIkE WIS D
<br />ALTERNATIVE tMi NBINN S III ttlAND L 2 00) 3 IN MOM O T lL41tt
<br />t0A1MM0 bm THE xffiO t7rk mRpTN) iF 1� #tq�4
<br />SCALE 3/8=T' WS 06W. 3N Wim +CGY MR NIW
<br />1, om
<br />2* 3 Am AM E-
<br />r
<br />hill. i??'"' FLORIDA BUILDING CODE High Va(ooi kLPe0n9 Zone)
<br />INSTALLATION ARE Y AllD O A.S.fl: i. I EST R ONLY V FOR D P lASECO. Not. s
<br />COM81t64TlON OF SECnON5• 4N142O i .
<br />NOTE FOR 7 NO ,44 x 1B7 24 GAGE Y P GAL Ai(Ri0 Sikh. STORM PANEL DESIGN PRESSURE RATING .a:T AND PANELLENGTHSx - : " O84YIN Im RA Nti
<br />} *
<br />E :
<br />TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT :OR COMBINED IN ANY WAN' TO SUIT ANY ;ALTERNATE 2W') _ �: STATE T E C Oil GLOBAL.. PR<iITCnON PRODUCTS, LLC.. 'Oft
<br />-
<br />INSTALLATION. INSTAL ATION, ': O,c •.a'�SQRIO -Tfaxn i:QBATM 40M S& x' STREET
<br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD'. 4,B ••. gp.2,e, a+r. tlNedr:.naarw :1> FI_ M 20-175
<br />- ... - w"",",.,
<br />. "•"• ,.. 4"_rw . t«, pa0 Ail-H2N PIBOME: trg4NHHW_ -7e4& F <FA47RLD-BRTt
<br />MEMBERS TO BE SOLHE (N PINE No 2, W/ SPECIFIC S/ tL X_ wA.tlwuN
<br />DENSITY OF 0:55 OR EQUAL.
<br />GENSRAL till
<br />0m1R BI WARA8 'is markry�.2 AMMn pAFR w (C) m s'u6`LN4•'..iM44p t .�, i.
<br />1. STORM PANEL SHDAIM ON THIS PRWUC'T evAta AnDN DW W.W (P.E.D.) HIS BEEN VER11"IED FOR COMPLIANCE IN ACGDRowu G a nss I.T.W.SU WO
<br />- i/4- fAPANE ANCHORS, AS MANUFACTURED 9Y W.
<br />WITH THE 2GZ0 (701 EDITION) OF THE FWRIDA BUIL NNO GODS THIS STORM PANEL SMALL NOT 13E INSTALLED AT HIGH R HELM
<br />- T4-i PANOMATE FERIAE PANO:MATE PLUS A5 MANUF RED ER ELGQ FANSiRI}GTON PRODUCTS.
<br />NCHIORS
<br />O TC AND PRFiHOflS. ACN
<br />VELOCITY; tURPoC4ME ZOMFS (MWMI- �/ BROWARD COUNTES). - 1/4`8 LAG SWEAS PER N4:S.
<br />- A -WINO
<br />DEsfON N : 24AL RE DETERNR AS PER SECRON LOB THE ASOAE INTIONflA COOS. FOR BA51C a LIIAD9 - 7 4B°6 8 5 •WOW BUSHING, ExSFRl811TED M ALL PGLNT - BOLT B SPECIALTY CO.
<br />/ Ja , .
<br />FOR A FACTOR
<br />AS BY THE NUR WHERE YiORM PANEL. YRLl � INSTALLED, AND O piRECTONAJfY SPEED � RDICTRN^1
<br />90.0.6% USING ASCE I` tS AND .SMALL NO EXCEED THE MARMUM (AHD.} DESIGN PORE RATINGS p1O€ VED ON SHEETS C1) MINIMUM "EA10 PEH"HITION INTO STOOD OF TAPCON ANCHORS Si1ALL BE 1 1/2' AND r FOR El= PANELA47E PLUS
<br />3. 9 THRO 124 17. 14, Mo PARELMALE FEMALE 10,
<br />W N 1-s IE fWT
<br />IN ORAL TO VENaPi° THE ABOVE Cg4IkBDN, UtiTMATE (�SN3M WINDLOADS aEIET941 EU PqR RSCE 6 "3LMLL
<br />iB" 1 t ': T P THEM COMPARE S,D� dw FNMUM. PQNETRADN4 � LAO 5CREW INTO THE WOW UINR SMALL BE PO DESIGN Q A3.D,
<br />E BY MULTIPLYING HE 8'P O;B IN ORDER TO CO E THESE W MAX THREADED FRAME THREADED
<br />/ � ) 2} /2
<br />1T PEA£TRAi10N IN16 SiUCCf1 SHNi 8E CONSIDERED AS PART' OF TSIE REDUYRFEI THREADED PENETRK"IRNV:
<br />AIINIM OICATE NSH 3. 9 T1tRU TZ . 19.
<br />ON Sr-
<br />PRES5UE HATING
<br />NC1ICTEQ
<br />IN OR P-9 A 3IIR INCREASE A'1 %i.OMi.ARtlr
<br />N ORDER TO VERIFY THAT ANC{40R5 ON THIS AS TESTED WERE NDt OVER 5110
<br />E
<br />HEIR WOO.
<br />STRESS FOR WIAI..i':DADb WAS NDS USED IN THEIR ANALYSIS. FASTENERS SPACING iD. WOOD HAS BEE71 OE1E1MtaB'D IN C7),iN11ANIk1 EDGE INSTANCE OF LAC SCREWS, INTO WOW SilAll BE AS INOIG\TEO W THIS pRAWV10
<br />ACCORDANCE WpH /COLS. 2018'
<br />STORM PANEL'S ADEOL)ACY FOR IMPACT AND WIND RESISTANCE fits BEEN VEFJrW IN ACCORDANCE Wm4.SECTION 1609.1.2 OF C,4) MINIMUM PENETRATION OF WOOO BJSHIHO SIDALL BE S/6', i/4' 6-20 SCREWS USED SHAD. BE 1 1/2' LOW MINIMUM
<br />THE ABOVE MENTIONED CODE AS PER AM130CAN TEST LAB OF SOUTH FLORIDA REFORM }0614,01-01 AND #021942-09, AS SHOULD STUCCO EXIST, AND 1' MM" FOR WALI.S WITH NO STUCCO,
<br />PER SSTO 12-99 4t ASTU E 330-M STANDARDS, AND AMILIMAN TESTWC LAB'SMAN FLORIDA REPORT It12101-10 AS PER
<br />TAS-101 ANp Ta.S-k}.i PROTOCOLS. AND A5 PER CALCULATIONS PERFORMED LN ACCORDANCE W/ SECflOFE TRILL OF 'HE C.9) IN CASE THAT Pf EAST SLaNE, CR PREP CONCRETE PA14 STUCCO OR WOW BOWS BE FOUND ON THE COMM
<br />FLORIDA BUILDING COIF.. WAS.. ANCHORS SMALL BE LaNO ENOUGH 10 REACH THE MAIN SiRLxZ11L8E BEHIND SUCH PANELS,
<br />ANCHORAGE SHALL BE AS MENTIONED IN M1), C2) & CAL)
<br />P, ALL ALUNNOM : TO BE 600-T6 ALLOT AMC TEMPER, (UNLESS OIHETAYISE NOIEa)� SEE SHEET'`2 (m ANCHORS SHALL at INSTALLED FOLLOW04 ALL OF,AND SPE "ItIONS OF THE ANCHORS MANUFACTUd€R
<br />.1 ALE ALUMINUM '?;:W METAL UStO AT CLOSURES SHALL H QA 3105-H1.4 ALLOY, a. PANES W ALSO 9E INSTALLED HOR MWA V FpLtbWIIG INSTALLATION DIMS SHOWN QH SWROR 1''71,IROL04 6 (SHEETS 4.
<br />4. ALL STEEL SHEET METAL PANELS SHALL HNIS STRUCTURAL QUALM STEEL AM A-B5,F' GRAM Be MINIMUM, C^BO 6ALVANH7EU 'INS. 5) EXCEPT THAT HEAWRSO #{$ SHALL NOT BE USED,
<br />STEEL DESIONATiON W/FY- 02.2 1A (AFTER TOILED). 9 IT SWILL BE THE RESPONSIBILITY OF THE COWRACTOR TO VERIFY THE SON umn$S OF THE STRUCTURE WHERE BFNFfTER IB TO Ge
<br />& ALL SCREWS TO BE STAINLESS STEEI. 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHES} TO INSURE PROPER ANCHOPAM THIS SHUTTER SHALL. CHLY BE ATTACHED TO CONCAM BLOCK OR WOW FRAME
<br />BUILDINGS,
<br />WGIS W/ 50 W YIELD STRENGTH AND " kW TENSILESTRENGTH LAND SWILL COMPLY W/ FLORIDA BURANNO CODE SECRON
<br />2411:3.3,C 10 EACH REGULAR STORM PANEL WITH LENGTHS. OVER 90", AS PER SECROHS 1, 2. 4. 5, 6 AND ALTERNATIVES #W, 3W 4 4W ON
<br />RESPECTIVELY, LEGIBLE AND PLACES VISIBLE M15?RUCi1NG TENAM
<br />7 Y MVE A LEGS 7 VISA MARKING C&RA OR TO
<br />SHEETS 4. 9, S W APPLICABLE
<br />6. BOLTS TO BE +LStM'.A-3O7 aKVA.NI2ED S7EEL,..iNa AISI 304 SEINES 5TA9N,i55 STEEL, WR1H 36 xs; MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPIJCABHF REINFORCEMENT DURWG PERIODS OF P6fRRiCPNE WARNIND,
<br />7. ANCHORS TO 'WALL SMALL BE AS FOLLOWS 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SFIUTIER COMPONENT. EDGES WHICH REMAIN IN 0001TINWUS CONTACT WITH
<br />THE SUILOlN0 TO PREVENT WUN2 RAIN INTRUSION.
<br />SrstzaFn. +~r,rm�. /
<br />(A) tRTIESpLIG.„ S .�+,..v.....
<br />W..., i ) 1 Y RL: SPECS IN '. N THIS P G. I :...
<br />^ t "P ARCH A5 R BY I BlIR c 92 a. 2 STORM INSTALLATION SHALE
<br />Pi W1 5PE OICATED i DRAWING PLUS ANY BUILDING AND ZONING REGUAAS 4N5 4 TAPCOTP ORS MnNUFACTU fA F DEX• INC.HNC: STILL PANEL
<br />r P )
<br />URI I WHERE R 15
<br />1
<br />PRO)NOED tSY TE V 501C1 O.N ERE Pe'TPM PPPLIEp TO,
<br />-. 1 4' e x 7 ° -4H' AS MANUF BY alIHM.T AVC E E
<br />CANJL AT4CIORS A&Ts71tED
<br />-.:
<br />4"e 8 4` ORS AS BYSPECIALTY
<br />1 3 SOLYH-SET ARCH DISTRIBUTED ALA. PONTF'OsilT SCREPT. l30FA CJAL W.
<br />(N/Iln. t'ca3OOp P•a.t) r 13 (d) THS. PRODUCT EVALUATION 1)DCCUMIXT (PEA.) PREPAREDERTN15 ENGINEER r5 GENERIC AN0 DOES NOT PROVIDE INFORMATION
<br />A - G THE S 1 P. fYkT 511E S°E FTC PRWEcr LA WHERE tT3 CONDITIONS OEVLATE FROM THE ED
<br />- 1A-f0 PArNELMATE FEMME IQ & PANID.N4TE PLUS ANCHORS, AS MAitIFAC7LW+Na+ $Y F1(XN C.QNSTWLFETION PRWL1Ci5. '
<br />- t 4"0 ANC AS MANUFACTURED BY / ZAMAC-'1NNErNN TIGHTS, DEWALT, INC.(a) CONTRACTOR TO 9£ flESPW11NSIO1.E FOR THE SELECTION. PURCHASE. AND 1N57ALLATON INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />A ) MINIMUM EMBEDMENT OF JAPCOM .ANCHORS INTO POURED CONCRETE SHILL BE i 31e; 2' FOR ELOO PANELMATE AND SAM ON THIS P.E.O. PROVIDED HE/SHE DOES NOT OEVNTE FROM THE CONDITIONS DETAILED ON 114R- DOCUMENT -
<br />CONSTRUCTION SAFETY AT SITE 19 THE CONTRACTOR'S RESPONSIBILITY
<br />I A/4- FOR ZMAAC NAILIN ANCHORS.
<br />A2) CALY-111 is SOUQ-5i1 ANCHORS SML. BE 04SEMM 7/6' 11410 THE POLAND...CONCRE.TE.. NO EMBEDMENT NTO (a) THIS PRODUCT EVML9,TOil COCUTAENI WILL BE QOWOVERED. INVALM IF MODIFIED..
<br />STUCCO SMALL BE PETiMLT11 D, t/4' 0-26 SCREWS USED SHALL. Of. 1 1/2' LONG MINIMUM SHOULD STVG to MST, (4) SITE SPECIFIC:. PROJECTS SMALL, BE PREPARED BY .A FLORIDA EHOINEER OR ARCHITECC:WE404 WSJ'. BECOME THE
<br />AND 1' MINIMUM MR WALLS WRH NO' . AND NIAY BE NEARED OR ALL THREADED SIAMS,. W/O HEAD, ENGINEER OF RECORD MOA) FOR THE PAIWO T AMC WHO WILL It AILSPORSIOU FOR THE
<br />BUT WITH WIHC Mum (xAOPEti U5E OF THF, P E D ENCANEER OF RECORD, AM 40 AS A CELMATM ENGINEER 1O I E'
<br />P EJJ_ ENGINEER, SHAIJ, SUBMIT TO ?HrS LATTER THE SITE SPECm ORAT9MA5 FOR RENEW,
<br />A3) IN CASE WAY PRECAST STONE. MOAST' CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE PCUNID ON THE
<br />MVINC WALL OR FLOOR, ANCHORS SW41 BE LORD E101,04 TO REACH THE MAN STRUCTURE BEHIND Sucit PANELS. (0) THIS P,E.D. SHALL WAR THE DATE AND ORIGINAL SEAL MO SIGNATURE: OF THE PROFESSIONAL.
<br />' ANCHORW SHAY BE AS MENTIONED, N/ AS) AND LN A2), ENPONEER OF RECORD THAT PREPARED IT:
<br />{B3 TO fxL 1V WALL A�Ra3-C-9tY 14. 5H41TIER VANUFACTURFR'S LABEL SHALL BE LOCATED ON A READILY WJBLE LOCATION AT STORM
<br />- 1/4" a TAPCai ANCHNORS AS MANUFACTURED BY 1. 3 W. BUIUE%. INC. PANEL. SHUTTER IN ACCORDANCE LOFT SECTION 17GS,9.2 OF FLORIDA BUILDING CDW- ONE LABEL
<br />SMALL OR611ltO..#ABEUHG. TO COMPLY WITH SECTLON"17G99.3 OF THE
<br />- 1/4" I s 7/H' cr4R-M NNOMORS, A5 AAWUFACTuREp Br DEWALT. INC. A�� LDING C 'EVERT'
<br />ODE
<br />- 1/4`0 x 31C SOLID -SET ANCHORS, A9 OIS11401,110 BY ALL PONT SCREW; SOET 4: SPECIALTY OD
<br />- f14-10 PANEXUATE InOU 10 AND PARVILMAIE PLUS ANCHORS. AS MANUFICTOREP By ELCO CONSTRUCTION RiNNHN
<br />- 1/4" 4 ZWA# NAILIN MOMS, AS MANLHFA CTAW, BY MWALT, NZP AR iE.. F/I s
<br />ILA) MINIMUM -.EMBEDMENT OF TAPOON .rAFONORS, EI.CO PAWLLIATES MD EAMAC 1AWN ANCHOK INTO ENE •�GEN�* �` !.. FLORIDA BUILDING CODE Non NI N tTetoat I!.IVPTICOne Iona.
<br />BLOCK UW sHAI BE 1 1/4", t -
<br />-
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<br />STUCCO SMALL BE PERMITTED, 1/4''I•-20 SCREWS USED SMALL BE T TIr LONG MINIMUM SHOULD ! COST, * i = �"'I�arr
<br />MO 1' MINIMUM fOR WAILS WITH NO STUCCO. s STATE F - _.,_. Q ENT. PROTECTION PROUCTS. LTC.
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<br />8.3) IN CASE THAT PRECAST STONE. OR PRECA,,°`T CONCRETE PANELS. STUCCC OR "OD BOARDS. LSE FO �' C08 uMO sa _ seMZT
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<br />AMU 1ij s, REQUIRED.
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