|
g
<br />bmiol E AM3HUIM
<br />amxSCRUAE
<br />ON Sam e A 6)
<br />WALL AN
<br />FLOOR MOUNTING INSTALLATION
<br />FOR
<br />'
<br />SPLIT PANELS
<br />I %
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<br />W/tJ•W4ER
<br />! ITT'
<br />.
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<br />OR g4
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<br />II
<br />-
<br />Y{gR
<br />SGLE�tJi'>"1'
<br />WweWLLLCO fWD°�Det
<br />MULLION SCHEDULE
<br />Wf !+ro IOar
<br />iwmRR A WOHAP. -
<br />- tA1111U1
<br />3 tin. TOP A 671"m0
<br />DELAIL 2
<br />M.. MULLION
<br />REWIRED MP.
<br />SPAN (Ft.) `
<br />TUBE MULLION ^
<br />4 C-tY
<br />.
<br />2'. 3'. 1/a•
<br />> e-6• TO Y-d`
<br />2` s 4' a tJr
<br />a 5'-e` TO W-10,
<br />2` v 5'
<br />a V-10, To B'-D'
<br />2' A 6' . ATOP
<br />• YAJO FOR A.&M DORON PRESSURE RATNa
<br />WWMM�� +68a pg,�t� -72D
<br />SECTION � � PARLLLWEL m SrDRM�'PMeEI.'M� OR3ENrE4
<br />SCALE 3/8-1•
<br />IOTG MULLION CAN Jd.50 OR 11CITT(A THATSC IVTALLEO W/0 STORM PANELS ON TOP
<br />PANEL OPENIO W/ TUBE TOP 6:TBottom)OP OR BOrfDM pPEARAIG.
<br />MI[ R1YL 1 ��"-" { •- MRiAkr •!�"�I-t.'rfiFiNSI-: PV ReR 9Xti1 _ ,w
<br />on
<br />Vr -1fl�'1>� i -1, 111[ 11 ff I
<br />m
<br />_I
<br />_7
<br />SECTION Y-Y I
<br />SCALE 1/4'-1'
<br />r-zwd'1 -
<br />SHALE
<br />INTO
<br />EXISTIN9 WOOD STF uMEES
<br />.�..
<br />tpv Lm ALLOW s r PA
<br />l ' 1 LAW` Ma.1IeWAW44 FFrnWDi4l
<br />tD nmrFN ram ND.Im
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<br />�r.
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<br />!r Ir1 /PFYm NADMNE w vuo
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<br />i
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<br />Ii
<br />No.
<br />f
<br />II INSTALLATION
<br />ld�fddf.-1
<br />ar 21ATIYE
<br />1; �
<br />1dI
<br />A ar 3
<br />I
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<br />•�
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<br />ffiawPC A.Nei'mce �,P®. __
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<br />rr.e on
<br />I
<br />lI
<br />A
<br />�lalkN.86
<br />NNLam Ta r141N UUCP
<br />_.. -_.
<br />BUILD -MY MOUNTING
<br />lr UO WalNax -
<br />, 1!A• Mk. FW19lM.T4N
<br />., �M'" _,
<br />SCALE. I/4" - r
<br />CEILING ERR INTINC W/i;LL I'L15fiN MOUNTtNO
<br />WALL MOUNTING
<br />INST�j,Ib (,T$ tKATIYE Aw IN_ S7AL},0ONS - AL NATIVE i
<br />(SECTION AT TOP IS LIMITED TO +55,5-67.0 MAX. SCALE: 1/4• . 1'
<br />INSTALLATION
<br />- AL} � }}NATIVE
<br />2w
<br />aS.D, DESIGN PRESSURE RATING)
<br />Sr.: €- Ile r I-
<br />SCALD' 1/4' + 1'
<br />)
<br />I
<br />r•r ANPDPax
<br />6 u.A � moMCD
<br />rP NM4P.. ANPAT:P
<br />xPa emvm,Ka
<br />5 i11MNMNF/
<br />,N
<br />pNs•*;,Ttj(,fJ,•',�/•6�;,�y
<br />FLOOR MOUNTING
<br />INSTALLATjON $Pao 4IAw
<br />5're[r. tJ#• s 1•
<br />1. INSTALLATIONS ARE ONLY VALID. FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5, -72.0 AND LENGTH UP TO B"-:-6'.
<br />��'-'�GEN ��"•."£
<br />`Iona
<br />p,s;t. .PANEL'S
<br />�`44t
<br />m " .
<br />�1
<br />FLORIDA BUILDING CODE i h VBIOCIt HuFrleana
<br />v
<br />2. tdEN WOOD FRAME CONSTRi3Ci10N: W004
<br />MEMBERS TO BE SOUTHERN
<br />;•
<br />PINE NO. 2, WJ SPECIFIC DENsii"F OF 0.55 OR EQUAL
<br />-.
<br />Z Xo} 4167
<br />P305D TILam ima
<br />2O GAGE GALVANIZED STEEL STORM PANEL
<br />NOT'f MR GOMRINATION OFSECTKTNs:
<br />_
<br />`vA
<br />DRAM" BY,
<br />PP'�■PP���1� GLOBAL PROTECTION PRODUCTS,
<br />TOP &BOTTOM MOUNTINGS CAN BE
<br />�q•, S. Rf�
<br />z}' fi { RII1P':' ^t. '3-a%
<br />LLC, n3e
<br />tfiW' W.r 1RTC. late iW. 51 Saw
<br />TIufF TESWNG A EHaRlmEaa 4Kr Gana, PL =14
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />:Ft
<br />yA �+ •••.. •` Q! A��
<br />Ayk jO
<br />A=70: �. ,nrA. AYms. n+nw nmfO (tU)$W-754% FAc HHHOem-om 20-176
<br />fANa. •,;t•A-4paaMru?o�m•,m,
<br />OAANWNC
<br />INSTALLATION-
<br />Oil. ,.�
<br />l AJNMi Hi1IHNK $
<br />M. a.anel w ner•wv Na
<br />WA,TER A RUT An, P.E. artF-:+v - - m 81¢Ll Ia QF 2d
<br />00410 fE ANCHORS CONCRETE ANCHM FOR CONCRETE ANCHOW. SEE 3011 ON SHEET f4: -
<br />(SEE SCHM NLP ON ,;. (SEE SCHEDULE DN ��.'.`y-•'��FOR WOOD SCREW- SEE SECTION ON SIMEE 1s
<br />aw 14) '- SHEET 14) `�. 1, +�+k 1W/15
<br />1 POURED Co"C" 1"AN' 1/4, 2/41 2Ny/4, 3/44 to 4/4 1, 2 d( 1W/15 3 Ma
<br />......_
<br />`+� .50D` �r�• F0'M° 4� '� J.25p'
<br />` Ab,
<br />CONCRETE---
<br />AF4AR@
<br />Caa
<br />- 1� _. ..
<br />FF�,PaRE4
<br />E Or00
<br />4(CM PA+R)(WTOR
<br />(FAO RANEL)
<br />P AN111141111
<br />iro GLASS
<br />-
<br />NUf o WIM�NVf 2• �'7
<br />[ ..(By.
<br />sm
<br />STIIO 0 1? 1%2�O.t. k�} STW • 12 1/O.C. 1 ' 1 j 1 i i F rV`
<br />,. I
<br />1 1/4%1• 1 4ti.1• WIIYE )
<br />11/r MR. SDREM W1 SPEFDAVIli 5/d- MLu (CASE ti' I ; R/ SFE:DNIRS s i
<br />YO TJ2' MP. (G� N''�
<br />(SEE W.T. 1/14) 0 2 O.C. i r m 0 T2 IJZ'
<br />I I AT EFNO PANEi{D
<br />1DGTICN
<br />' '••"I ! ( 1 GFFALS i/ta
<br />v]
<br />PWRM Do CONGYNFfE ¢
<br />CONCRETE I : t f
<br />SuOW WALL
<br />REQUIRED
<br />} 1A 2/4, 21/4. 314 as 4/4 { 1 2, A W/15 1« A 1W/15
<br />�`
<br />�
<br />i ALTERNATE LOEATMM I
<br />/ --1 ON Lam SAFETY PAWL L_
<br />SAFETY � '~'
<br />}✓ Cwa. I '.,... .:...._n.-.-= Wt/1NU` MLnP aS W/ OR .--__._.._„_..-i..-. SgF'ETYN PANEL SEE NOTE 18ft.OW)
<br />f -n.,.: ...,..._.__...._.._..,..1 -_._ -1- -1 W/o REOU1Aa TRACKS (SEE NOTE ?
<br />(�
<br />,,.,r v.. !'. r. ,�.. ,y, A p
<br />Owiti E w :r�:.r .r.l,. r .. iDAY] LAST PANEL 10PARINSTALLEDIN AS
<br />{SEE MCHEN-AE ON l^ �, t / EW�AfE. O? OMN�j LIFE SAFETY 5101afEDPA+MN/EA: OPENING SHALL
<br />., NEAR
<br />- xr: E Y - T
<br />SWEET 14D PprRMA QO1/1:RILTE-�''' '�' {Ak. Gi$CmON) - S°' OWFACIU bTDA1RTwYi lfAEf1MD
<br />CwA REDITIR@ 1 ,- TO BE INSTALLED OR REWYYED FROM INSIDE
<br />jjj}q` # STIRMnTRE
<br />coN1cRE,E ANCHmR1 1 j
<br />SEE SCHEIXnE flki"
<br />f 6IgE714) •--ED_ E� LION
<br />SCALE 3/32`®T"
<br />_SECTION I SCALE: 3/8•. i• - SECTION 2 SCALE: S1r= I` 1J4.Tbs 0®OR
<br />NOTFs ON LSE ressn cFnRM 86dFLxSiilA..SN�A�A¢aN • ma
<br />_ 211
<br />1
<br />UFE SAPIETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST ACV LAST PANEL)OR
<br />N WKEN D
<br />AS AN INTEPHOR PANEL SAL $ YUTCRNATE N,OpT10H
<br />PANEL ALL.E10 $ 6� PW ¢4
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSIANY
<br />ADJACENT TO REGULAR) PANELS AT aD PAaTEts.
<br />(W/ OR W/O REGULAR TRACKS.) SEE NINE T)
<br />2.i y �5
<br />2. LIFE SAFELY SROR PANEL CONSISTS OF D.OM. GALVANIZED STEEL STORM PANEL AS SECTION 17.'•-6
<br />PER COM.PDNEW& SHEET 2 or �. SCALP 3/32', I'
<br />THIS PANEL ALLOWS ITSELF TO BE REAiWED OR INSTALLED FROM THE INSIDE OF
<br />STRUCTURE,
<br />3 LIFE S P}NEt. REQUIRES TCEP IAAC.K 7D BE COMPONEM ()& BOTTOM Ti TO ADA,AA;M LIT}I(�/ ,p
<br />COMPONENT' TMi]Y BE NINS•T WALL OR FLOOR MOUNTED FOLLOWING SECT04S I & a«,�q�•`A•, •"• T�'S
<br />2 ON THIS SHEET. AS WELL AS DETAILS I & 2 ON SHEET 14. 8 'M-• "' \ iEN`S "•.
<br />. ": c FLORIDA RVILDIHG CODE Ht h Velocity Nu came Zees:
<br />1. Mire, LENt:"fH FOR COMPONENT S TV', S •. 0 =i ��}}m TR3FLtl,.WC.
<br />Mdk. ANCHOR SPACING. FOR COMPONENT ANCHORAGE AT BOTTOM IS OVEN. ON F.P.
<br />sL:NEOULES A 2. SHEET il. - * s Z0 GAGE GM�VAfi11EO STEEL STORM PANEL aWMil BY:
<br />COMPONENT*
<br />MAY BE PERMANENT GR OD FRAME ATE �` GLOBAL PROTECTION MDUC71% LLC. ar/»/sa2D
<br />5. SEE fiEtAiLs FOR INSTALLATION INTO W'DrJD FRAME BUILDINGS ON SHEET l5. �'Sm `'•. /+�W}!
<br />OR �----"`'�LiE_
<br />,¢
<br />••- LFC EMC_ Wm SW. 51 sR03.T
<br />6. SEE SHEET 4 FOR OEtAL APPLIP.ABLE TO THE NECESSITY FOR THE INSTALLATION OF �sA FS ), * NMT:YIINa ANY nrAl. _ 331fN
<br />S 2Q-176
<br />4�>-e,
<br />ONJ� Mn.*• wmM la. NN1aNG EP4*)MM-7slc FAR lOsf16>w-erlr
<br />SPACERS AT TRACKS INSTALLED A0.ACENT AND 13flOMO TO STUCCO A ' fA41 m-
<br />STUCCO/WOOD &IDS. &z1
<br />Hill A]
<br />CA-WO6,19 skw MVW. vpF Fnr tom... kw UPWIND HP:
<br />P,E WPLFFA.A 9 Jl.. Fix AW Ii-trx • : -
<br />441 7
<br />jIjAXIMUAi A.S.. OF }GN PRESSURE TiNG {t�.s.f,,�,�j��RESPON€}}NG
<br />IMUM PANEL LENM "j" SCHEDULE
<br />NUm nwY TRIO A ni IUEM t AIN,NC Ae Psa mFrSv,etR "
<br />pLLIAkINUIi A$.a
<br />Elm
<br />AaP, P!�7tSNfJVN
<br />t�E`sP:'CDWffi)
<br />MNUdW±O
<br />Alf
<br />D� f Na3
<br />465A. -7ZO
<br />'r-I OR. =Tn'
<br />2 l/:
<br />�OLTEO V71 TNRU 5 i T
<br />.._
<br />3/4•
<br />UNSTILTED I TNRLI 5 • 7
<br />s5a.0, -no
<br />Sr-4- TO I V-2` M-
<br />2 1/i•
<br />1 6
<br />«43A. •a86
<br />12'-4' OR LESS
<br />3 f/2-
<br />• BOU1ED�pGa1 6. 0 a 10
<br />- sww WJ 714Y-2a1• ss Ms * lmo#jr a Ovvw a MODO E OF RVOL
<br />plAX ONLY MR PAMi 0 WSFA IAT16NS AS PER SECTIONS R 'THRLi 7. ON SHEETS 4 & 51
<br />MAV AKAI "D,
<br />OESmN
<br />PRESSURE
<br />)
<br />14041" ANCHORS BFiCM+c FOR CA . S , J2• •-
<br />APPLICABLE To
<br />ANY
<br />OF
<br />j
<br />i "WJM PANEL
<br />LENcm 1' iN,1
<br />TAPOCI
<br />tF UP-ddp
<br />GLw-Wi
<br />PANIEU E FEMNS 0
<br />p1malu IE PGMA
<br />m Cm4GPElEi
<br />70PA
<br />SUMm
<br />coot Ft
<br />TO
<br />TO mKCRECE
<br />To
<br />ToCOwCNE,E
<br />TO
<br />C
<br />TO CONCRETE
<br />TO
<br />d
<br />Ir
<br />w/A
<br />N/A
<br />N/A
<br />d`
<br />WA
<br />°
<br />WA
<br />(TORT
<br />WA.
<br />r
<br />w
<br />d"
<br />r
<br />e"
<br />i (Pmmm)
<br />6"
<br />N/A
<br />N/A
<br />MIA
<br />6•
<br />NIA
<br />-.N/A
<br />a'
<br />NlA
<br />s'
<br />N/A
<br />l (aOA'1
<br />tr
<br />WA
<br />N/A
<br />N/A
<br />r
<br />S'
<br />N/A
<br />5"
<br />N/A
<br />2 (dOTBI4
<br />+38.5, -72D
<br />WA
<br />N/A
<br />N/A
<br />8'
<br />N/A
<br />e'
<br />N/A
<br />a•
<br />M/R
<br />3 & 4 (TOO)
<br />7•-5` OA 1LY5
<br />OP 1i55
<br />5•
<br />S•
<br />N/A
<br />N/A
<br />6'
<br />r
<br />6`
<br />r
<br />r
<br />6•
<br />3 18OTTTA7)
<br />r
<br />K/A
<br />WA
<br />E
<br />WA
<br />6-
<br />WA
<br />6.
<br />N/A
<br />6,
<br />H/A
<br />7ITA) -
<br />d`
<br />S`
<br />N/A
<br />W"A
<br />Nf
<br />r
<br />d'
<br />r
<br />r
<br />b"
<br />4 At 2 (BO=60
<br />N/A....
<br />X/A
<br />12 TJ2•
<br />6 1/4'
<br />s2 4JY
<br />d 1/4
<br />6 vo
<br />8 314r
<br />a t/4'
<br />6 (1�la4TT0")
<br />SEE 56;ET6 W * IL FOR ANCHORS TYRE A. SPAOM FOR INSTAILARNIS NO WOOD FRAME MULDNG
<br />MNMUM ANCHOR SPAMW AND Mile" CODE OdI ANCE ARE WACR EM ON THIS SCHCD ME. FOR CO LM
<br />THIN OLK.Y' TEA ON 7AVIDAC REDUCE ANC SPACHO 9Y WIL IKY)MY WACM 90" ON SCHROULE 6Y
<br />THE MIOWVM FM.IORS, FUR 11M5 OiEMTICII TO BE PDWLF REDUCED SPACING OOTANFD tSIHO FACTOR
<br />SHALL NOT W UM THAN NWAhN SPADW NNPU` ,TA FDI EACH MtiUM TYPE AT ARCHORS LEGEND,
<br />Aloes TYPE
<br />Ile.
<br />Ill..
<br />1J4`I_
<br />1/r.
<br />"1kWM
<br />a1Ar.W1/
<br />-
<br />_
<br />uMA-N
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<br />9a#t�ls8"
<br />_.4.
<br />Oak 440MX WORD OA)
<br />3
<br />a
<br />3 -
<br />-]
<br />2 ,f2
<br />-4ItliA:tR kaPOINII Bro)
<br />3.
<br />g
<br />3'.
<br />.. D
<br />3
<br />55Ja -
<br />Ut4 WT NnP'!tA INaEtr•)
<br />!,
<br />3
<br />3 4Ja
<br />3 tJS
<br />l
<br />5 TjX
<br />AMR Ila VOK
<br />NAM
<br />I TIP
<br />3•
<br />1dI
<br />,m
<br />-
<br />Lao
<br />:u
<br />_ -
<br />a
<br />t.W
<br />A1tl
<br />' NG.
<br />4167 3
<br />Dam 143ENMy,. At
<br />FW!
<br />to R.M./9pIaglLt/OAtE
<br />WALTm A MIT' w-,
<br />44
<br />20 GAGE GALVANIZED STEEL STORM PAMMs
<br />I.A.
<br />ABAL PROTECTION PRODUCTS. LL.C.
<br />O7/7a/2o?9
<br />SATE
<br />4 al SW. 55 STREET
<br />nag, Fl_ 3u14
<br />PROWL (&41�-7aa3, FAX: (964)®9-a747
<br />20-176
<br />e .
<br />M
<br />SKwlm Afi
<br />BD LOAM
<br />MNQT W W Fa
<br />I1 !D. v 1 LOAM iWASS BII 4m Wl INSTAL
<br />LLA Mf1�E�1F_
<br />QUAILS..E.. R
<br />16-�.�-..
<br />il4•A . d T/4- O.D. FLV!
<br />.S'�1c..4tc`.A/! .;�
<br />UDOT 10 8 AND il 1l4' O.C.
<br />UP' 1O
<br />I40M
<br />INIQ
<br />Xis STINQ WOOD STRICTURES
<br />MR L tip -w 0
<br />t MR IAATX 4 kR' 10 600 Mw. OR f
<br />PLUS
<br />M7 I I 1OH. TH PLIrS •
<br />'•<" i 12 t//2• a C WHE 1 f/Y YF. ifIRFlDED
<br />12 1/ATE FP WITH
<br />OCNEYLATIpN TO t1E47£R Ni7N AL IF7M11N5 LOAM
<br />` I a• -a' abA
<br />l __-.
<br />-t
<br />1/4• tAi 5U:4ayM5 0 4' ac R/
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<br />!
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<br />3 akL
<br />Wxm e1FADER 1
<br />€T@'DtffD i 1
<br />'
<br />i
<br />1
<br />1
<br />WOOD Irlm
<br />NEOPROD
<br />T
<br />I
<br />[
<br />_
<br />SM SCHEDULE OW 6
<br />tip EE ON � A 1
<br />I +'
<br />MR MA.
<br />SEPARATION -4ji
<br />I AlaYdly�•
<br />4
<br />1
<br />-'i FOR AR,
<br />PAMIMO.
<br />I MA e
<br />iVVfATTYt"aD. '+
<br />I
<br />a I
<br />Eq1
<br />l
<br />i�
<br />I
<br />Y
<br />+
<br />EOEOi
<br />"
<br />T•
<br />._P0001
<br />PAW
<br />1
<br />REOIXIM
<br />- i I/a` LD. • 5/a• LONG CRASS ""No
<br />W/ 1/4'b-M2` SS MS 0 6 1/1' tl.C-
<br />L1la'a-2Dv3, /4• ii.
<br />a4L Joth'aaL3Y
<br />Nat t
<br />- WOOO PUYE
<br />• . MAOIREG
<br />'. :
<br />1 FORPNk3. L£TY6T1K LP TO -Cr5' AND 6
<br />S
<br />4
<br />_
<br />114' D.C. FOR LEKOa6 LP m -6` rMa-.
<br />' r;4- PLATE. Do /44-10 P.W AjE EEM.lE IO CB
<br />pARELMAIK RMS 0 it4J2' 0. a W11N 1
<br />° (i
<br />I
<br />t
<br />=
<br />,_.. --1 IM"• iA6 �Y8.W3'o r OG W{
<br />!p? WaM'ArRa
<br />ALTERWYE
<br />XN
<br />ALTERNATIVE
<br />t/ ' MHA . PErffDtM1'DON AT
<br />22
<br />ANOWIDTH OF Vow PLATE FOR
<br />�'" 2`W' 'PLATE
<br />,(���,Ma� PaWT"W�Drt
<br />0 .PH9AlM.. aF PLATE.
<br />'SCALE 3/8rt'
<br />LAW
<br />SCALE 3/6.1`
<br />ALL. Lao" UP To W-6, M_
<br />k,.
<br />'�t`"
<br />B1irACOmm9rmk
<br />_ r lifALTE
<br />, , ,
<br />*0
<br />° }"A.T1 N ..
<br />QIREGl A_
<br />- -
<br />NOTE I SHUTTER TPAMM
<br />NOT STREWN' .FOR CLARITY
<br />17ER
<br />_ RAT! E 'W
<br />$COIF 3/9.1'
<br />�,TERNAiiiTE 7W
<br />SC?LE 3J8mT'
<br />MMA11H1NNN&
<br />a Av
<br />1, INSTALk..AT1ONS ARE ONLY VA0P FOR BUILDINGS WITH A-S,O. DESIGN LOADS
<br />$,` "'�•*`` N `•, , T2
<br />E
<br />UP TO +55.5, -72D PSF AND. pANEI;'S LENGTH UP TO 8°-�9"..:
<br />r
<br />z S`"," -'1��N "�� ,,
<br />FLORIDA BUILD)Nli GORE HI h VslocNp No
<br />cone ZoaTa
<br />2. FOR NEW WOOD FRAME CONSTRUOTfON: WOOD MEMBERS TO BE SOUTHERN
<br />$ ? ;. ". ...
<br />-
<br />PINE' NM 4 W/ SPECIFIC DENSITY OF 055 00 EQUAL.
<br />a ND" `.* _
<br />20 GAGE GALVANIZED STEEL STORM PANELNit
<br />ORAIN :
<br />Non FOR tOFM�r+ Df S rF�f�:
<br />C¢
<br />-�b�• 5T r.. �
<br />GLOBAL PROTECTION S, }LC.
<br />O1�'PAE�O
<br />4�r �
<br />' � c€N
<br />STREET
<br />TOP & BOTTOM MOUt4TINGs CAN !
<br />yi,��r'``t<CS,' R5"
<br />DNA nor Wes..i«..oaeo�c aPw
<br />+rfN €OaL ,6 a rix:t iMasReya7lt
<br />20-176
<br />MBINED IN ANY WAY TO SLATE ANY
<br />v{,OANtMN
<br />w••: LmN n,CA-aGa67tWm-Pat
<br />wr WaWwr. eel o'. r mNw 4m
<br />aRUMtc NP:
<br />INSTALLATION
<br />Nit41k ,E *.,EAF•MC+NmaA1E
<br />WKTIX A TOUR P.E.
<br />, v-.TOI • -
<br />4416?.
<br />Z
<br />. "
<br />MEET IY d 2a
<br />ENO
<br />STUDS D EVERY
<br />OVERLAP j12 TJ2
<br />TOq ,L1 PAMFL
<br />�j
<br />0 A i 0 t. 0 N. ...t. , .. : A s• i '' A I 0- : i•7 0 k
<br />•
<br />- Pt 1� ,1 4,A Alt •. +/
<br />-nos 9 EVER
<br />ovERu
<br />(12 1/2' O. C
<br />TO MOLD PANE
<br />6/8" I (CASE 1)3' JAI UP. (CASE R)
<br />0
<br />ALTERNATE
<br />LOCATION
<br />AT END PANEL
<br />�i�tti,�IP�R�R�>�R�RI�TRRIR!
<br />�RRRRlR�R�\7R�l�fB
<br />1lTia
<br />W 0
<br />I
<br />vg
<br />kWMM A--,M
<br />ormaN
<br />NN+E9suRE
<br />IPkoAffist.
<br />TA^ m
<br />7AF'-F,A1P
<br />CAL-iK
<br />PAWO.J41E FO#a 0.
<br />PMLtMA$F R
<br />AP' CANN { to
<br />*
<br />c MBNArnkN
<br />THEM
<br />MA':PIUM PANEL
<br />nim9 •L` Ott
<br />in
<br />To CONIRCt,
<br />I=
<br />TO
<br />COIMRLTE
<br />OLD"
<br />TO
<br />wNmm
<br />Cp TOEYE
<br />M'O'CIC
<br />Td
<br />==
<br />10
<br />8U7CK
<br />TO
<br />COMIRETEor
<br />O
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />fi'
<br />N/A
<br />S'
<br />N/A
<br />6'
<br />N/A
<br />I & 2 (W).
<br />+551). -720
<br />9'
<br />7'
<br />B`
<br />9`
<br />4"
<br />6'
<br />9`
<br />8'
<br />9'
<br />9'
<br />1 (80TTOM)
<br />W-0' OR IFS'.,
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />N/A
<br />6'
<br />N/A
<br />8.
<br />N/A
<br />I & 2 (YOP)
<br />+55,0 -72.0
<br />B,
<br />5•
<br />9'
<br />8`
<br />9'
<br />7 1/2'
<br />9•
<br />9'
<br />4"
<br />9-
<br />1 (BOTTOM)
<br />5'-0' TO 7'-6'
<br />+55:0 -72.0
<br />8"
<br />N/A
<br />N/A
<br />MIA
<br />6`
<br />N/A
<br />6•
<br />N/A
<br />6'
<br />NJA
<br />1 °L 2 (TOP]
<br />T-6" TO 8'--8'
<br />6'
<br />4-"..
<br />MAJWOM A.30.
<br />OESPN
<br />PR€SKME
<br />RATOM T:
<br />tME I MA f SA• W. MM TOW OF N" A
<br />OM F (SLID 6 3' w- TRW HOP aF NAPS)
<br />APPI.ICJ 1.0
<br />SECTIONS / &
<br />f �TtO
<br />AMAMMUM PANEL
<br />LENGTH -L• (Et.)
<br />TAPC01.
<br />+49.2 -61.5
<br />3• 217
<br />4 1/2' 4 t 2'
<br />2 (SCITTOM)
<br />r -6' OR LDS
<br />+52.8 -64.0
<br />3' 3'
<br />4' e
<br />2 (BOTTOM)
<br />r-6" OR LESS
<br />+55„0 -72.0
<br />2 1/1" 2 TJ2"
<br />i' 3 IJ2"
<br />2 (80TTOM).
<br />7`-6' OR LESS
<br />+55.0 -72.0
<br />2 1/2" 2 TJ2°
<br />NAN/A
<br />2 (80710M)
<br />1•^8" TO 8'-0"
<br />+M,C -72A
<br />N/A N/A
<br />3' 3'
<br />2 La(Tit jM)
<br />V-S' TO 8-1
<br />IANIREr N
<br />Y•s. PA••H, lk WM
<br />-MIND
<br />.7
<br />i&E 6501}
<br />MAMINK 9WAO0e1
<br />m MASS
<br />PA11E'L
<br />iIDw0.tWN
<br />idsa =1M.D
<br />r-4`
<br />3 3/+•
<br />MlmO:.tiD
<br />SEE 5M0.ET TB FDU ikCHCNS.TYPE * SPACW6 FDA' WYEN.GlRW1lS Mom WOOD FRAME MALDIML
<br />MINIMUM ANCHOR f,W,eCMGS AND MOOMINt EDGE Mtl�S ARE INDICATED ON IIRS SIDICHILE. FOR
<br />E.O. LESS THAN 110CATFD ON 9.NEDUZ REDUCE MOM SPACM BY 1RILTWIL"m sPAow
<br />-SHOWN ON scienU1F BY NNE FDUDMOM FACTORS. MR INS OPERATION To IN POSSME
<br />Kum S'ACNO OBTAINED I' M FACTOR SHAL NOT BE LESS THAN MAY MN 9 ACIND
<br />INDICATED FOR EACH ANCHOR TYPE AT MO RIS LE61340.
<br />/M R= TYPE
<br />IJ4•°
<br />T/l"s
<br />i/4 s
<br />1/A-R
<br />1JA's
<br />uADal
<br />ss TAB
<br />PAlf3Ml1E
<br />cAu-Fe
<br />w moom Swam 0,j
<br />3
<br />•mde.UF1A143 . D>i
<br />3
<br />5
<br />3
<br />a
<br />3
<br />IYA Aaa) eBaA PA)
<br />3
<br />s
<br />3 112
<br />3 tp
<br />4
<br />Awn sa !1>G16 D
<br />FOCMtB!
<br />I
<br />-
<br />-
<br />-
<br />M
<br />(VALID ONLY FOR PANELS (N Q INSTAILLATIONS AS PER SM104 1 THRU 10. ON SHEETS 4, 5 & 61
<br />MWMUM
<br />MA50MUN ANDHO S SPACINM FOR Eq.. 3 1/2' -
<br />AS.a DEMON
<br />TAKCON
<br />OF TAP -DRIP
<br />CWN-IN
<br />PIMEIMATE FEMALE to
<br />PANRMATE PLUS
<br />STEM SET
<br />APPUCAeLF TO
<br />SECTIONS ! *
<br />6W WUM PANEL
<br />PRESSURE
<br />RATKC
<br />(PSI.)
<br />TO 001MRETE.'
<br />TO
<br />CONCRETE
<br />BLOCK
<br />TO CONCRETE
<br />TO
<br />CONCRETE
<br />BLOCK
<br />TO CONCRETE
<br />M
<br />GTMNCRETE
<br />a1,aG4
<br />To CONCRETE
<br />TO
<br />COm:wrE
<br />BL7M1T
<br />it) CONCRETE
<br />i4
<br />CONCRETE
<br />MOCK
<br />TO CONDRM
<br />TO
<br />CONCRETE
<br />)WOCK
<br />ANY TSORLBWADCN
<br />or'"ev
<br />LENDM "L" (NE.)
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />NIA
<br />6'
<br />WA
<br />a"
<br />N/A.
<br />N/A
<br />N/A
<br />T (TOP)
<br />6'
<br />4"
<br />N/A
<br />N/A
<br />B•
<br />e`
<br />6'
<br />6`
<br />8'
<br />8"
<br />N/A
<br />NIA
<br />i (BOTTOM)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />NJA
<br />8•
<br />NJA
<br />B'
<br />NJA
<br />M/A
<br />N/A
<br />2 (TOP)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6-
<br />N/A
<br />5'
<br />( N/A
<br />5"
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />554% -72.0.
<br />5'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />B'
<br />NIA
<br />N/A
<br />N/A
<br />3 & 4 (TOP)
<br />>7'-5- TO Br-8r
<br />OR LESS
<br />1.
<br />4•
<br />N/A.
<br />N/A
<br />B"
<br />6'
<br />8"
<br />8'
<br />6"
<br />r
<br />N/A
<br />N/A..
<br />I (BOTTOM)
<br />6"
<br />N/A
<br />NIA
<br />N/A
<br />6`
<br />N/A
<br />6"
<br />N/A
<br />8'
<br />MIA
<br />N/A
<br />N/A
<br />7' (top)
<br />8'
<br />4'
<br />N/A
<br />N/A
<br />S.
<br />8'
<br />6'
<br />6'
<br />6"
<br />N/A
<br />�N/A
<br />4 & 7 (BOTTOM)
<br />N/A
<br />N/A
<br />1 12 1/2`
<br />6 1/4'
<br />12 1/2`
<br />6 I14"
<br />6 1/4'
<br />6 1/4'
<br />6 1/4-
<br />6 1/4-
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOM)
<br />50.0• -53.3
<br />N/A
<br />N/A
<br />1 12 1/2"
<br />6 1/4"
<br />12 1/2-
<br />6 1/4-
<br />8 1/4-
<br />6 1/4'
<br />6 1/4'
<br />6 1/4'
<br />N/A
<br />N/A
<br />5 (top/BOTTOM)
<br />8'-8' TO 11--2'
<br />55.04 -72.0
<br />N/A
<br />N/A
<br />6 Ile
<br />N/A
<br />6 1/4"
<br />N/A
<br />6 1/4•
<br />6 1/4-
<br />6 1/4•
<br />6 i/4"
<br />N/A
<br />N/A
<br />:6 (TOP/601TOM)
<br />8•-B' TO 11'-2'
<br />N/A
<br />N/A
<br />NJA:
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />a 1/4'
<br />6 1/4'
<br />6 I14-
<br />6 1/4-
<br />8, 9, 10 (TOP)
<br />434 -4&0
<br />6"
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />6'"
<br />6 1/4"
<br />6 1/4-.
<br />B (BOTTOM)
<br />OR LESS
<br />6"
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />6•
<br />6 1/4'
<br />6 1/4-
<br />9 (BOTTOM)
<br />12'-4' OR LESS
<br />N/A
<br />M/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />6 1/4'
<br />6 1/4-
<br />6 1/4-
<br />6 1/4'
<br />10 (BOTTOM)
<br />SEE 94WM 10, 11 AM 12 FOR ANCHORS TYPE & SPACK FOR INSTALLATIONS INTO WOOD FRAME BNLWM,
<br />M7MMDM ANCHOR SPACINGS AND MINIMUM AR MUM EDGE DaTANE WDICAIM ON THS SCHEDULE. FOR CO. LESS
<br />THAW OV30TW DR SCHEDULE REDUM ANCHOR SPACING BY MIAMPLYWO RPACNG S"DWN ON SCHEDULE BY
<br />THE FgUDMNG FADTDR6 FOR THIS OPERATION TO BE P0135113 E, REDUCED SPACMM OBTAINED USING FACTOR
<br />SMALL HOT BE LESS TH4N MINIMUM SPM M INDICATED FOR EACH ANCHOR TYPE AT ANCMRS LEOD&
<br />ANCIM Tot
<br />11+'M
<br />TMVO N
<br />I/41
<br />a IRP-Cm
<br />1/4'.
<br />L/r.
<br />1/4'r
<br />CALK-0
<br />1/e.
<br />SOUD-SEA
<br />Mvk NNCM)R VAC94 (a.)
<br />3
<br />3
<br />3
<br />3
<br />2 ,/2
<br />3
<br />f4P�A�
<br />CwiwiHa Dkd
<br />3
<br />3
<br />3
<br />3
<br />3
<br />3 1/2
<br />fSPM
<br />Mr:wklk fktA TRJ
<br />3
<br />3
<br />a.1/2
<br />31J2
<br />i
<br />3r/2
<br />e2wL ESA oz
<br />6EBII7(1
<br />T A'c
<br />T o A
<br />2 I12'
<br />1,aa-
<br />3 , •
<br />-
<br />-
<br />,.00
<br />-
<br />1.a*
<br />I I=
<br />INSTALLATION DETAILS FOR _REGULAR PANELS &
<br />TIN 0 EXISTINGG ,WQOD 51RUCTURES
<br />�
<br />S .� I
<br />9h10 PANELAATE PLUS .F �" - � -� � 14-iD PANEItUATE PLUS '� - to-iO P PLUS
<br />AN4MA E
<br />1 4' 4' I
<br />5 O.C.W 17 T 0 +,6 i O.C. W 76'
<br />/ /a'
<br />i, / 1 / / /
<br />WOOD TFIi.AOE{7 PENETRATION - 4ER
<br />MSTI G OW WADER TO DOSING PENETRATION TO �A TWIN t0
<br />I
<br />1 EOtP'tINC WINO WADER EXISTING 1Y004 HEADER StNO WRI00 HEADER
<br />REOl11iN:6 y EXt
<br />t94
<br />44 t
<br />'1
<br />t
<br />r
<br />1 t
<br />r'
<br />ld'4k7/3a' I .
<br />/d'�fAlR f Wla f f ...._fM0 �• =..WAG "If
<br />s MAY • i
<br />t
<br />PMMW 6N0 a
<br />OZ
<br />_ 1 6 T/a•as . ' a y4• of { a lJ+• ac.
<br />WDDO NE4lIER 2 ' WOOD HEADER 2 }i i ' (d '
<br />_G REWIRED t Mrt. I IMIT.
<br />SEE SCHEDULE ON SET LE OH IRS SL'NEIXM€ ON G
<br />I
<br />SHEEP M 1 - SHEET A l SHUT a
<br />FOR MP. eEPARA i. FM Min. SEANATION { FORiTM SEPAAAtiDH
<br />ro WAss. m aLARS. � TD Goss :
<br />i. �
<br />�
<br />MPW. PANEL LENGTH - _.. �._-_.A MaN, PANEL LtNOTW t _. „ ___ __ _ '_. M. PANEL AiNGT't,
<br />I/4 r mul. s.S,._ (SEE NOTE 1)rrS
<br />Ms W/ r/sY' r7 Ms W/ (SENOTE 1)-mt a/4'+A-zron• s.x (SET Him rb
<br />• D'EAI' OYSRIAP �1 : - LS L+&3D' WfIMAP '• '
<br />V•� I
<br />1
<br />wx we � i OFDY•
<br />DF "L' li OF *L`
<br />l�aq
<br />,
<br />,JiEI-YanWkJ.
<br />,I 1
<br />': ' I trrW�a2• I i ^` '`�---NNM�mr1/'�,aSKR ( ' - � 3/3x' -!:
<br />E4 fam/ flu 0 ��. -' . i 1 0 12 TJ2' D.C. EO "-,. »- - MWIO MR •
<br />� LTG I I
<br />1
<br />E •. ''l IV A' LAC SLTtL1l5
<br />21.4' 1W]00_P4/:iE 214' WOOD PLATE - ! 2'vi''YgOO PLATE ff 7{ MAN. TKgrADED
<br />REOARRED .�. $14-tD PANELMATE PLUS REWIRED '- {' -- tiEWiRED{ C- 4 PE/NETYAIIQAN AT
<br />Nt. ij
<br />l 6 1/4` O.C. W/ 9 7/B' , 4 WOWIOTH OF PLATE
<br />t- I 1HPFADED PENETRATWH 0 14
<br />'7 d MID WON OF PLATE 1 J4"0 LAG SCREWS O y i
<br />;• ' •_. "558T'RWAO}.CW,
<br />( )STAGGERED w/
<br />'` '�:`.' AT MKRFIDTH OF PLATEMOURN
<br />DIRECT.
<br />RAI�
<br />DIRECT MOUNT 4, WHIM, INSTALLATION DIREa MOUNT J.-ft INSTALLATION
<br />SCALE 3/8-l'
<br />SCALE 3/8-1. SCALE DmPt'
<br />9W i Y 0 F
<br />ONLY VALI OR 111 1. A
<br />INSTALLATIONS FOR
<br />g7t1U iNlNp
<br />UP TO +43.8, -48.0 P•s.T. AND A N
<br />uiL 0- DEWtTNL LOADS O 43
<br />BANEL'S WITH AIA•, I
<br />LENGTH UP TD 15ON41OAD5
<br />ti �A �H
<br />FOR FRAM CON KIN: WOOD MEMBERS TO BE SOUTHERN 2. 44 NEW WOW IF STRUCF s Q": zENS�' '': y
<br />PINE NO.. 2, W/ SPECIFIC GENSRY OF 0.55 OR EQUAL � '"Z''.• l4. '� s FLORIDA BUiLDTNG CODE (High VaaDDN HMTTTGnna Zonm
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