|
_v... ... --.. __. ♦� ...emu- - _- - - - __ -..Y iy.. _ - y.3,i..1...1 =_ _ YI _ _ /,. L - - ___ - __ _ •1 J1- .Ifl_ - _ _ _ _
<br />10
<br />.M.a -7311
<br />W O11 LESS
<br />2 6/W
<br />90LTm •
<br />,. 2•. S. ,TY.
<br />2'*A3'W
<br />.6e,11. -75.3
<br />m• OR LESS
<br />2 7/8'
<br />WtTm •
<br />.' A 410
<br />• YENTA®/FAOMVBOAOM OF PAVE M S. A W R AT OVERLAP A 4019 PANEL PALENGTH
<br />M., . ••,1,, 7, �T I � '� IL ,.-.•il ail 11:� ,HI �, >- A
<br />AE
<br />M MN M400 s !MONO NOR L 0.. 3 1/2' ••
<br />APPUGIRir TO
<br />so,PRESSURE ME
<br />ANY
<br />a TIILY
<br />� t!A�)
<br />TTIVNDE
<br />af,
<br />1WNOON9
<br />/YAK-N
<br />IYWXIMAR RN411t D
<br />NWIRAMR PLtle
<br />m oownW7[
<br />70 CDNCPM79
<br />To emu"10
<br />comomm
<br />m comem
<br />m OOHtNEIE
<br />66.0, -75.3
<br />12•
<br />N/A
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />12-
<br />N/A
<br />V A 2' (TOP)
<br />70. OR LESS7'
<br />it"
<br />3•
<br />10•
<br />3•
<br />S'
<br />A-
<br />5'
<br />4•
<br />1' (BOTTOM)
<br />12•
<br />3•
<br />12•
<br />S•
<br />r
<br />6'
<br />B-
<br />6'
<br />1 mom)
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />1 12 1/2-
<br />11•
<br />2' (BOTTOM)
<br />N/A
<br />6 t/2'
<br />N/A
<br />4 1/2'
<br />N/A
<br />1 4 1/2`
<br />N/A
<br />3' (TOP)
<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 />Y (BOTTOM)
<br />12•
<br />N/A
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />12•
<br />N/A
<br />A• (70P)
<br />12'
<br />6•
<br />12•
<br />9 1/2•
<br />12'
<br />it*
<br />12•
<br />it'
<br />4' (BOTTOM)
<br />M u ntO To 96,0 P.6.f. ALA. OEM PI S= RATING
<br />A9EE SHIRT b FOR #JAG" a TYPE A fIALWe FOR OWAlLMOS MO "Go
<br />FRAIL sULIe6
<br />N om ANCHN SPACON me MMXM TOOL OVA%= ARE POWID ON TM
<br />9009AAL MR LA U= THAN PiW.FM ON 101LDIRE POD= MOTOR PM"
<br />Bf MIIIARrae SMCFe so"ON swHmua or NE F'ouosFe ►ACMM FUR
<br />THIS OPDVMN m R PC RL H1WUt:0 WNW OSTAFIm I/61O /ACT09
<br />R LM9 1/W1 HWN9WM fAse IIODW[D POI fAON 44040R TYPE A IeT
<br />AM;.w
<br />AMOBR
<br />14h
<br />1/Ih
<br />t/4h
<br />1/4-0
<br />vivo
<br />_
<br />aWK+M
<br />w NOW VACM BQ
<br />3
<br />3
<br />a
<br />2 1/7
<br />NolA
<br />YW cWWw sV 0.)
<br />3
<br />a
<br />2
<br />3
<br />3
<br />31n
<br />a,A
<br />4
<br />AWJL m asomm
<br />wom
<br />i
<br />-
<br />2
<br />3•
<br />NCO
<br />- 1Aa
<br />.61
<br />3 1IrIm
<br />NCO
<br />1
<br />I
<br />{• REpARE3 YaA. DISTANCE R7WEFN BOTTOM O PANEL I
<br />AID CD TO aL 1/2' 'M..
<br />1
<br />++ NEou6B3i MiA. OWANCE Kt*UN Borrow OF PANEL
<br />AND ® To SG 3/ir 3/16-
<br />Mw,
<br />NMFAoone
<br />COMPONENTS FOR REGULAR
<br />LIFE CAFETY & E-Z HANG
<br />STORM PANEL SYSTEMS
<br />(SCALE 1/2-t•)
<br />r_.. _ __-_. .-... __.___--__-',6.,25•
<br />.---- .- ---- - - -
<br />- ,.3l0•
<br />I it
<br />(TOTAL WIDTH)
<br />12AW (EFFECTIVE DON)-,--...374&.._
<br />r..t •.:.�
<br />p.DZ4• MN. THICK6
<br />.. ... _
<br />, 3B0'-, ; 7.l00'
<br />RAJ
<br />_-.,_9.T•
<br />f.2ho' r )00•
<br />k--
<br />3.3�• .OM•
<br />,lS•,•� 10•
<br />-
<br />I/4'W-W,,1/.•
<br />.,m Off„
<br />)
<br />T
<br />-AWN
<br />EDGE
<br />AM-3
<br />10101 so WON",
<br />G-W MY,1
<br />--.MAL A
<br />K
<br />Q STORM PANEL r
<br />PANM DKL R W AILM ALW "
<br />MU LEFT TO RXIIB W/ 1/7• u0
<br />M 0e Al LEFT 910E OF rA L
<br />TIP. , •x.
<br />1R3OIEG,
<br />E00[
<br />I
<br />I
<br />-, .OB4••
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<br />HEADER
<br />O -F" TRACK O ANGLE WITH STUD
<br />Y pwiJM E0°E O.ON• (Mn.)
<br />AveS' ETD LAP SALVAN= STEEL
<br />W/ Fallm D mYC ` .m. : /
<br />r i
<br />IPANEL
<br />-
<br />�` je`s2e ; 0.375' 0.250•A
<br />p �'0.250• 1.40T A.625' 4 _. L_
<br />r P OR
<br />ISO VIEW DETAIL A .,33=r._ -�• ��O�I--
<br />OLRDED coRtHElI • NDS a ANEL'S
<br />.3A•-- END LIP W/ HEEMMED EDGE. ' • NAI .�• l_t. sxs'• its
<br />(NITS) .375" O I TTP. sO10w '
<br />: 2Spo• _p9[ a rMla
<br />3, 21( aol' oer ® KEY HOLE WASHER
<br />75D .072• (TY►.) 3105-H154 ALUM. ALLOY 6 KEY NOLE AT PANEL
<br />•SEE Imm 6 FOR AcemakL
<br />4•--I.75o•-' •s,r UMAIBM P saw LE VIH S 11•,
<br />(--
<br />.Gal' its' I. ONLY VEND FOR INtA1LAEM MM
<br />umm
<br />O Ww ( - - RSVP) r000 sif UCR K4.
<br />} ,.250• I _ _ : _3T5• R .Is•-
<br />i
<br />- ----� 2.000'- 2A0o• ].TJO'
<br />L..low ---- ' - _ T Imo.• 2D00 A Ran•-
<br />+.aN50 P i.7W _
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<br />® SLEEVE T" MAX. � L-2�..���. ��/'N��yMY p���L�N���� C�N��yAa/I�3.��}��
<br />IMI60Sr- Ott O ® O{7� 1 "N�Otp Q PANEL HAMM
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<br />774' - 3000.n �_ ' �•: ., (USE ONLY ECM E-2 HAAIG sTOAM PANEI.
<br />2 -+r' .470, _ .275• 'jj� .�`; vCENfE •,7 SYSTEM) eoe3-75 N.W. AU.OY
<br />,: 71• 311� Imo•,-'-F ? r T 1. yS•---�_...--1„� ND.44167 FLORIDA WHITING C00[ Non R Wloo( Hu one =Nu
<br />2a0
<br />,1FI„ 4 , i
<br />TL
<br />•�. -91 ' t-® • STATE OF R� 24 CARE OAWAM2E0 STEEL STORY PANEL amm ft
<br />,
<br />L _.:A00 - - 1- i_ 9a xcTXIM _ - L. • p ••.} B� ; : e/n/,16N
<br />;r t G I L E C ID AL PROTECTION PRODUCE$ LL.C. wm
<br />•Rx R 6AM &K 61 sow
<br />r a ,o�M Ayb M Owe. IL 33314
<br />O64)RF-1N4 Im ONAaa-6'N7 20-T 7S
<br />r OIYMO Na
<br />1© (SILO -OUT IF, © BUILD -OUT "F" TRACK t ® E WINGNLIT TRAM ANME (ZAMAC 3 FIX
<br />E 1FA/eeINAUNII oAeboa+Aru
<br />e Pt rRr 2 a u
<br />CONCRETE ANCORS
<br />(SEE SCHEDULE ON
<br />SH[Els 9 IWO " toj
<br />1
<br />1
<br />1
<br />1
<br />ON SHM
<br />a
<br />INSTALLATION DETAILS FOR REGULAR PANEL Ct�
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />ALTEAIAIE CONCRETE
<br />I�Ep1ED ON EOSONO ►OUIMA CONCRETf�-_
<br />msT.No PTLl11FD HXIIICIIETL I SHEETS , now" 10)
<br />DR GOOIEST TGCK�a REQUIRED.
<br />TEAK
<br />RETUM. TEANATE ITT
<br />TION CONCRETE ANCHORS
<br />SHEE(SIDE TSMbEME ON
<br />. lls101O1 Rf
<br />' v.-v ar
<br />1 ' u 90LN�
<br />AA
<br />PANEL LENGTH
<br />(M LCAHEDIAE
<br />1 t "
<br />1 v SOIL
<br />1 O T.•
<br />1 MAX,
<br />1
<br />•t
<br />�.__
<br />H 1 acj
<br />I
<br />\\' or WALL OR NGILT. CCO1eN) SLAB
<br />( rf
<br />cDINcrarc ANICHIOR I .as
<br />smuct5 1 THROWN 10)
<br />CEILING NJ I" MQUINTINO
<br />SCALE 3/0- 1'
<br />TE ANCHOR
<br />HEOULE ON
<br />THROUGH 1
<br />0) it
<br />Eb.
<br />F.A.
<br />vnn
<br />I:
<br />�l
<br />[ D. •EDGE DISTAi10E NOTE FOR COMBINATION OF
<br />(SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 A 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />W-
<br />411. 1P WOW IBM
<br />- MOON ,el VINO a
<br />1/A -aor aL ra. Air/ Ism•U,/Y 04
<br />Ntirr♦ �
<br />PIANO. I
<br />IC
<br />ON TN
<br />sTrAaaiTloN 1 O Fr
<br />TO GLASS. 1 H
<br />OH
<br />t (IM SCHEDULE it
<br />I ON SHEET 3) SYACd
<br />' a w
<br />�.
<br />la Mwa
<br />BWN swe •4n
<br />1' M.
<br />PMIa LENGTH
<br />iON ft NM
<br />.. _ F f
<br />1-
<br />...A.__--
<br />rT
<br />(SEE SCHEDULE
<br />ON SLIDES 3) OUL-N-L
<br />----
<br />..
<br />--
<br />1 of 1•
<br />;
<br />MAK.
<br />i�
<br />1
<br />I
<br />�
<br />E.0
<br />L OF t'
<br />MAX.
<br />4Y-fe•IfsM
<br />9 A,• INM• aLR
<br />CONCRETE ANCHORS
<br />(m SOCML ON
<br />RInTs 9 THROUGH 10)
<br />-, q) 2 I/B• LONG WX. ALINMM
<br />SPACERS e 6 1 4' O.C. VAUD FOR
<br />*Ncltm
<br />EXISTING POUTED CONCRETE
<br />ALL ODM AM
<br />I LEIQM5 PER SH W 3. PANEL
<br />REQUIRED. 00 CONCRETE BLJX2f
<br />I_� t- MAX, LONG &%MAN SPACERS e
<br />12 ,/2. O.C. (SEE TABLE �I O4
<br />SHEETS 9 • 10.)
<br />WALL MOUNTING Im
<br />W/SPACERS n OR 61
<br />SOLE 3/6-1-
<br />FLORIDA BUILDING
<br />INSTALLATION
<br />DETAILS FOR SERIES 2000 & 1000
<br />E-Z HANG
<br />STORM PANELn
<br />INTO EXISTING WOOD STRUCTURES
<br />- /4•A LAG 10AEW3 a F' ac. w/
<br />_
<br />410 LAG WR a 6. 0.c W/
<br />WM /2• Rn THRAM FVl11Mw011
<br />EXISTING wao M94M.
<br />rf
<br />( . 2S4' WOOD
<br />"L-OM ACQUIRE!)
<br />1/2- Mn THREADED PENETRATION
<br />MT M ON a"
<br />E„"" WOOD HEADER.
<br />{ Cnt /tar SM.6.
<br />I
<br />-
<br />' oN4. pw r7ilicar
<br />�( 7
<br />r
<br />1 rP-2OaT//a• TROD
<br />`.�
<br />4•0 LAC SCKM a 6. O.0 W/
<br />,/2' IM,. TI6AOm FWQ/MION
<br />DETAIL INN
<br />/ L____1 Y.E. M/11O1/R0TI'hN3/3r
<br />m OIOIMIfi Wow .11AOE•.
<br />( f
<br />IAiR
<br />OF 4 NU
<br />EMERY (T7P.)
<br />5
<br />tr Nun• POP W47
<br />�1/OIIOIH O EVEN 4)
<br />4 CeM ,a1• SY,E.
<br />i u END OF
<br />7 ,!' RCS •As
<br />1'/7/6F4i1/v' z
<br />ro CLASS M/f
<br />ENMITY OHNAI
<br />R ,/4•e /4• SHUT
<br />•NOR M BELOW)
<br />yeWellH OF PLATE AT SUE! TOM OI
<br />?S:) „-10 PMRLLWE PLUS W/
<br />' Mn PEAis r" W ,: e
<br />t000
<br />WALL MQ
<br />FL N O N.
<br />"GL1?OOR ON [0
<br />ALTERNATIVE i "W
<br />SOME 1/A'.1'
<br />LI m
<br />I. INSTALLATIONS ARE ONLY WANT FOR KN M05 WITH A.S.D. I) HODS
<br />LOP m ♦66.0, -74.3 PA AND PANEL'S LENGTH UP TO Y-10.
<br />I. FORNEW
<br />No. 2. 2M/ SPECCIIFIC�OF O.b OOOIL1EQUALS ro R sNXTHERw
<br />Is PAN!
<br />'Goo OR =00 I[Ilfs R6TAATM TM ON Oax
<br />R A,O'" 6A9m iN
<br />TOP • borrow MOUNW N CAN ME tGN.s/Ar N ANr 1
<br />WY TO SUIT JIN IMAUAWN,
<br />,ELWPWS YN/ D
<br />IAA, t1eWMm
<br />reNA a ,/r oc.
<br />WALL 1/r . ,'
<br />NOR : %HUM TRNM3 NOT 6NNIN FOR CLAIM
<br />I NJaL
<br />(In WAIL 1/2. A
<br />NOE IA BELOW)
<br />IAh-1013 •
<br />I
<br />H]�MAU/WT�1�
<br />6
<br />i
<br />IN-OO.C.
<br />1
<br />M. 1 AshawW��4. W_
<br />2 / 16• YH.
<br />7/6•h3/b R
<br />TO GLASS
<br />I EVERY OYEALAP
<br />_
<br />, 11 r/
<br />1, 3
<br />I3
<br />1 E�
<br />M3. W/
<br />•NOR ,A BELOW)
<br />1/4.4 LAG Sow" W e' ox, w//
<br />wlA. 2•A4• WOOD
<br />PLATE ROUMV FIAT
<br />AMOCO
<br />10 sm"•raC W/
<br />W.
<br />" VOO.D2'O:0�/,E7OitEAD"OLFENLTRInblt
<br />ww
<br />CM,L Lai• SIAS
<br />11 (Fa R7AL t/24 a
<br />Li, H• LA
<br />Y0l'N$$D�tRIM
<br />k
<br />1 . 0 0 IMA
<br />CW/ 7/,.AL,�,.
<br />3 sm"aa-DC. w/
<br />t 1/2- NIL+..,Wtm RHi1M1(ON
<br />e MOwEIH O FuIT
<br />°IAr°oa a AL
<br />kIRINIF
<br />ALTERNATIV, If, 4 'W
<br />WAX 1/4•.t-
<br />1 /4, 3/4. 4/5. 5/5 A 6/5
<br />ICY SRIGLE PANEL LENGTH AIr SCMEDIILE ONLY FOR REGULAR STORM ►2/4 TW/6, 2W/6. 3W/7 A 4W/7
<br />S INsrALLATNNI INTO POURED COMCRETE_�N:INIM BLOCK t WOOD (T) M OCft (SEE sDIEALIME ON
<br />` i; w-...__..._ _. _._ SHEETS B. to Ai,) -. --- -----_ _-____ "' 73* MAX
<br />AL JY LE,tTSIESI �t 10I�1 ��r��.m���n QR 411 0Ch-
<br />Q' (-T-)
<br />�f���T�N�� 4 - - r-,
<br />MAXIMUM PANEL LENGTH
<br />L+" OR %-" (ft.) 0
<br />MAXIMUM AID.
<br />PRISSUPS Tim
<br />(W.) 0 AF -)
<br />LONDIETE A vxmy
<br />6WAILATion 1
<br />no
<br />Nt•-01
<br />W-01
<br />210
<br />f2'-0•
<br />ff'-6•
<br />Sao
<br />fr-e•
<br />W-9•
<br />3n0
<br />W-Hr
<br />W-a•
<br />410
<br />440
<br />9'-N'
<br />8'-4•
<br />3no
<br />aeo
<br />r-r
<br />r-r
<br />s10
<br />e'-r
<br />r-4'
<br />?do
<br />I' -a-
<br />r-r
<br />me
<br />no
<br />BID
<br />r-o
<br />ea
<br />Sao
<br />1-9•
<br />61-2•
<br />no
<br />s'-S'
<br />1=o-
<br />ro/o
<br />61-5"
<br />3'-If•
<br />f06.0
<br />r•-3•
<br />3•-91
<br />131.0
<br />r
<br />-
<br />Y I-
<br />rr9.6
<br />3=a
<br />MAXIMUM PANEL LENGTH
<br />"L+' OR "L-" (ft.) D
<br />MAXIMUM A9A•
<br />PIES FAT=
<br />(P.P.1.) (. N _)
<br />CONCRETE A WOOD
<br />/4TALUTDML f
<br />N
<br />Lr
<br />no
<br />W-4'
<br />731-0-
<br />no
<br />it' -to,
<br />rt• ?'
<br />Ja0
<br />fr-r
<br />io•-r
<br />316A
<br />ro•-ro'
<br />a'-r
<br />40.0
<br />L_A•
<br />!=r
<br />410
<br />S'-f •
<br />B'-r
<br />310
<br />I'-r
<br />S'-t•
<br />no
<br />-e'-r
<br />7-r
<br />sa0
<br />1'-0•
<br />T-a-
<br />sno
<br />?AD
<br />7•-r
<br />01-17•-
<br />7no
<br />r-a•
<br />r 6
<br />B0.o
<br />11-1.
<br />6'-3-
<br />iao
<br />Sao
<br />e1-0•
<br />6'-I-
<br />BEo
<br />r-r
<br />a•-fo•
<br />100.0
<br />6'-3•
<br />a-r
<br />tmo
<br />1'-3'
<br />3'-4•
<br />I fait
<br />r11S
<br />IDIOM
<br />IaNMIY SEPARATION TO GLASS SC ODW
<br />wm YEN 4 170 my.n
<br />WIND SPEED > IMPANEL RMP.h
<br />C)
<br />UNRESTRAINED
<br />RESIIWNEO
<br />UAESiRM11N
<br />R[ERRNIEO
<br />30 OR LEES
<br />I.
<br />1.
<br />6•
<br />6 1/4•
<br />>33 To 90
<br />1•
<br />1'
<br />7 1/2•
<br />7 1/2-
<br />>90 TO 146
<br />,'
<br />1'
<br />7 1ry•
<br />7 1/2•
<br />N.....A a.Yr. . rAMMMI f._\ Mw A NSIVlMa MYMI IAI'TIAlf3 PnunRlAu
<br />TOP
<br />OILS
<br />MOUNT
<br />h.
<br />HEADER
<br />.U.
<br />HEADER
<br />1.5� •
<br />MOLE
<br />TRACK
<br />Itz
<br />W
<br />TRAa
<br />ON
<br />KSOlulE9
<br />-
<br />IRECT WO
<br />DIRECT
<br />40'
<br />32'
<br />3t•
<br />3W
<br />W
<br />50•
<br />W
<br />4
<br />is`Ki.V STUD ANGLE
<br />SO.
<br />32•
<br />32'
<br />32•
<br />42•
<br />31•
<br />39'
<br />6
<br />T TRACKS6'
<br />1.32'
<br />42•
<br />6r
<br />W
<br />W'
<br />1
<br />11
<br />SO'
<br />32'
<br />3Y
<br />3s'
<br />W
<br />W
<br />36'
<br />1
<br />rpm, mAoIWA
<br />W
<br />32•
<br />3Y
<br />3B'
<br />W
<br />51r
<br />Sir
<br />or
<br />Tt_
<br />UNBOLTED PANELS \ BOLTED PANELS W/ se-2061
<br />SEC-11IONS AS
<br />(SEE APPLICABLE)
<br />D.M..Q3.4Q' -- -1 - ---
<br />_
<br />-- -- - - --- _
<br />®oF ® _ MAX ... __ J' MAX
<br />-- 1• MN. l 2/4 1/4. 3/4. 4/5. 5/5 A 6/5 1• MK
<br />1 W/6, 2W/6, 3W/7 A 4W/7
<br />_....---ADNORf (su 9CEDUHE E ON SETS 9. to AII)..-_ _- -
<br />REGULAR STORM PANEL n ELEVATION MM
<br />t/A- o. OAP
<br />(MAILO18sAR �1 R IOtE WBJEIT IL
<br />(1) Li: MAI
<br />L-: MA
<br />(2) Or♦OI MEN A
<br />A
<br />SECTION A -A
<br />N.T.S.
<br />• MD 1 •.
<br />a BELW NOR MN. FINITE upom FOR POPM)WIY QUTALFIDATIOM
<br />INTO WOOD ARE (ARM TO t 96 PLf. MAX ASo. I I PPKIRM RAIM
<br />9, to A n FOI MW. ALA. De1wN Lana r MAX PANEL ttfDTHN FOR
<br />f►ACEt 64 N KNm.
<br />*
<br />'�1'•,
<br />44 } g7
<br />iATE OF • *
<br />.9Me lLlsoo Ne"
<br />I L E C O , N e.
<br />24 "Of GALVA162ED STEEL STORY PAWL
<br />OMAN .
<br />PROTECTION PRODUCTS, U.0
<br />,,a;',,YO
<br />'E',lLD�E`
<br />"• s •'
<br />4y9br
<br />oR(GA ��o•lls>
<br />All • • G\
<br />� a'3tR11.Ei1
<br />ROE: (W)Mo 7► L FNe DAHRM-tlA
<br />_ _
<br />.c, w. t .N� M. R iH.
<br />wl:.. PNe 4n-1 F. , AW.t-.a
<br />••�++'�+�'
<br />20-175
<br />oRRwe Ms
<br />INSTALLATION DETAILS FOR REGULAR PANEL
<br />INTO WOOD STRUCTURES -------
<br />-
<br />I `� - To GLASS.
<br />-' •wit - � I SCHEDULE ON . � �. -. , .Y-Nln• ..(SEE SCTED(LE. ; 1/4-F-2bt' -
<br />ANCHORS .. L1 NMLO-B
<br />,MEET II) R ON MEET 3)
<br />A,AIM ON
<br />'
<br />WDDD HIEA1>�R . / ) EI ltN61N
<br />2 HOOD ANCHORS I 1
<br />1' ' „
<br />RETINREA , li
<br />11 ��. (SEE SCHEDULE ON ` lj�"�FOR
<br />(/
<br />, _ ..
<br />_ 1/4 SHEET 11 1 ,- • �-. - -. ON SHEETSEE
<br />'
<br />IT -mu BOB SPAM
<br />mmmg miss
<br />_ L_-1 LENGTH MAX,
<br />_... - - --
<br />+ \ /2' ' EDT
<br />REOURED"
<br />41,
<br />ED
<br />1' MAX. LONG ALUMMM SPACERS a 12 1/2'
<br />/
<br />�I �OZ.
<br />(SEE TABLE H ON $N E, it.)
<br />I , I SEE NOTE RWR FOR LIMITATIONS FOR
<br />SEPARATION , \% -L• ;MAX. , 7' MAX J' � 1 1, I ' , ,/2 1DNc SLEEVES.
<br />m NRANS. I PANEL LENGTH j , PANEL LENGTH
<br />t- SEE Lr16nULE SOLOUF
<br />( 1 1�
<br />(SEE SCHEDULE , I (SEE I _ MATE _ 0 OR _ MATE
<br />ON SHEET 3) ON SHEET 3) i __..J+` _: - i _._ ON SHEET 3) .\ J
<br />PLUS (� SCHEDULE ON SLEET 11)
<br />- 7 .:. I+
<br />... ..#1. _ ;aAL."A•
<br />; !� )
<br />�. ..__. _.�._. !, NMINI. i t
<br />..
<br />E„S(„D 1 i I�wll„aa f-IT EDS,s4G [ sEPAMIIDn 1 ...
<br />1 PLATE OWED
<br />,,•(ASg ---6 .- 4---- .`... "-_----) CIJ155--1 SEE St3EDUE
<br />STET 3) ; LNJ DIRECT MOUNT �f SPACER 6D
<br />_: �' -. .-_ - . ALTERNATIVE 2W'
<br />��a+
<br />O I s SCALE 3J'B-,•
<br />* ,
<br />( L=J : e 12 I/2' O.C. SEE TABLE /( ON SHEET 11 FOR MAX. PANEL LFNOTHS A
<br />3
<br />, I OF 'L' N 1 MAX. A .D DESIGN LOWS FOR THIS INSTALLATION.
<br />IMut _. i
<br />Eb
<br />I -I
<br />_ WOOD ANCHORS N(K J(K (�
<br />IL 4 rl
<br />rr _ srAa9EED w/ TOG
<br />ON s10OH w Ma R , t/Y AGM r
<br />f
<br />1
<br />! IH (1) 9WLLArAN 0 IMRO 1O A O[ SIM IMAIO LAIN ,S-0•
<br />2•M' WOOD !-_;.. i I iI -� JIK1�: '�. _ I GET 11) IWW wm low HMINDY i A ROR6'IeI /101 ANY
<br />I
<br />PLATE IliOUNINES I I ROOD ANCeH0116 j bu0M5 Him" r NwOAIo OM sNET li}
<br />I , I, SU1ao W/ STUD I• AWL ow*JWM ro RAW 6OWA/m '�� I �i _ jWOOD
<br />RWUFm 7 '' _._L.: ..PUTT O) NCHM ONTO "Rl amooNon M STRIA WA FAWA a on
<br />ON /IQi I IIAY R m 1 4' M REQUIRED
<br />(SEE SCHEDULE ON LOO M WE IdiORe ME _ 1 IACJD MMwMM 10 a 1/r oG
<br />`^ SHEET It) 001/IJm 'INN • (MI OBA, RSSILtgI Fpw ,I In• as L1WOM MJO9® a
<br />, I� RR,
<br />I i (I)'M14OSMO
<br />-' 46a-011 r,PHI>d9E (A,AL N 6.6E FWML IJRIRII N Clem D R' A HAW OFBeN
<br />%•V;.-_�
<br />.......1.., 1
<br />(2) IANMbH 1110MI PAIL IEIe1M O O A � ITN mm LAMM NN6 Low" ALOM a
<br />7L
<br />(» aHo WN FW,n Wsp6MAnm aar p)1 1/r Um DO MOOR OftOF ommis aw GILL R A 9BCCI[D ON
<br />ARO All TOM W00D WALL SEAL[ 3�,- 9H6[r 1 98IWLAROHI ar 1 1/!' AGM tlNwbl w M Otr
<br />AN MWe 1011 NO 9wel I. 2 NO 3 M WEIRD N MN
<br />SOME 3/e-1• N) R1IMAwdt "A COLT time W90 tl t 0,VJL M Ae THE 7n0 IRA am" or TB now
<br />two ,.I A3 MO WM[
<br />1IQIES; �l!:' uCEN
<br />FLORIDA BUILDING CODE Nan High Veloo NU cans Zone
<br />NOTE FOR COMBINATION OF SEMONS: 1. INSTALLATION ARE ONLY VAUD FOR MAX. AS.D. :• N0. 44TB7 Oq0 Mum f. 24 OAK GALVANIZED STEEL STORY PANEL
<br />IA1�,w'9n
<br />DESIGN PRESSURE RATING (p.s.1) AND PANEL LENGTHS L *
<br />TOP A BOTTOM MOUNTINGS CAN SE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR q t € fWM/tRa
<br />COMBINED IN ANY WAY TO SUET ANY ALTERNATE 2w•) 9O ATE O _ -: I L E C O E N6. L M wc• w6
<br />INSTALLATION. snw
<br />'S'ORiO �•,�
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD OWIE. FL'3sa1.
<br />w-,`. � �w�, nHOC (bIJIM_711L rNC lrN)ti-LIST 2�Re
<br />MEMBERS TO BE SOUTHERN PINE No 2, w/ sPEC1F',C
<br />ft
<br />tMN ` r
<br />DENSITY OF O.SS OR EOUAL aLR
<br />' IHKt T O M
<br />WALM A A.. PiAll
<br />JILL
<br />ruNw- Fee a.�r+ tre fYEEV _f IYYO 611tlR�jll
<br />(D) IILTXISDNc IIODD NMM SPECIFIC CsuTrY C _ 94t IBN.I•
<br />I. STORM PANEL SHOWN ON THIS PROOJLT LNALLAIOIN DOCUMENT (PLO.) HAS BEEN VERIFIED FOR COMPLIANCE W ACCORDANCE
<br />- 1/rORS e TAPOON ANCHORS, AS MANUFACTURED BT I.T.W. BULDEX. ANC
<br />WITH M 2020 (7tn EDITION) O THE FLORIDA BUILDING CODE. ties STORM PANEL SHALL NOT BE INSTALLED AT MICH
<br />- 014-10 PMOA41C FINALE ID AND PNQl)NTE PLUS ANCHORS. AS MANUFACTURED BY CLOD COJSTRUCr10N PRODUCTS.
<br />VELOCITY NOVBaWE ZONES (M1MI-oADE / BR06fAR0 COUNTIES).
<br />_ 1/4h Lk SCRE1r6 PER N.0.3.
<br />DES" WIND La4DB SHALL T DETERMINED AS PER SECTION IWO OF THE ABOVE MENTIONED CODE. FOR A BASIC WINO
<br />- 1/19'0 A 5/6' WOOD BUSHING, AS DISTRIBUTED BY ALL POINT SO". BOLT A SPECIALTY CO.
<br />SPEED AS REQUIRED BY THE APPWCYOON WHERE STORM PANEL WILL BE INSTALLED. AND FOR A DIELTIONAIITY FACTOR
<br />KO-0.65. USING AIM 7-16 AND SHALL NO EXCEED THE MAXIMUM (AS.OJ DESIGN PRESSURE RATINGS INDICATED ON SHEETS
<br />C.9 MINIMUM THREADED PENETRATION INTO WOOD OF IAPCON ANCHORS SRAL BE 1 1/2• AND 2' FOR ELCO PANELMIE PLUS
<br />3. 9 THRU 12 A 17. 19
<br />AND PAKLMA E FEMALE D.
<br />IN ORDER TO VERFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SNYL BE FIRST
<br />REDUCED TO A.S.O. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ M(A S.O.)
<br />C.2) M fANJM TINEADEPENPENETRATION Of
<br />D PENETRATION LAD SCREW. INTO WINO FRAME URIT SALL HBE 1 1/2•. NO THREADED
<br />OLSON PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 A 17. 16.
<br />PENETRATION 9110 STUCCD SHALL BE COMSDERE'D AS PART OF THE RVOURED THREAD® PENETRATION.
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.O. AS TESTED WERE NOT OVER STRESSED. A AR 6KAFASE W #"DATE
<br />STESS FOR MW1D LOADS IWVS 115E0 N TIER ANALYSIS. FASTENER$ SPACIIO TO Y/000 IA$ BECK OETEIMRED W
<br />C.3) IIIIAtt1M EOOE DIEING[ O LAC SCREWS. INTO W000 SHAALL AS INOGrLD W THK ORAWIIG
<br />ACCORDANCE WITH N.D.S. 2015.
<br />PANELS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIF'IEA IN ACCORDANCE WITH SECTION 160a.1.7 OF
<br />STORM PANE
<br />CA) MINIMUM PENK7RAT10N OFWOOD BUSHING SHAI BE a/6•. 1/4. 9-20 SCREWS USED SMALL BE 1/2• LONG MNRIIIM
<br />THE MOVE MENTIONED CODE AS PER AMEWM TEST LAB O' SOUTH FLOP" REPORTS #014.01-01 AND #0219.02-09. AS
<br />SHOULD STUCCO EXIST, AND I• MMO UM FOR WARS WITH No STUCCO.
<br />PER SSTD 12-"A ASTM E 330-02 STANDARDS, AND AMERIGW TESTING LAB SOUTH FLORIDA REPORT It,23.01-10 AS PER
<br />TAS-201 AND TM-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED W ACCORDANCE W/ SECTION ISO4 OF THE
<br />C. S) W CASE THAT P4ECAtt STOW. ON PRECAST CONCRETE PANELS, STUCCO ON BOARDS BE FOUND ON THE EXISTING
<br />FLORIDA R7LOING CODE.
<br />WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />ANCHORAGE SHWl BE AS MENTIONED IN C.I), C.2) 8 C.4)
<br />2 ALL ALU11111A111 VSGNS TO BE 0063-16 ALLOY AI/0 TEMPER. (UNLESS OTHERWISE NOTED). SE[ SNEFT 2
<br />FXM
<br />(D) ANCHORS SHALL BE 941ALLO FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MMKUFALTIIRER,
<br />3. ALL ALWHMUM SLEET METAL USED AT CLOSURES SHALL HAVE 3105-1474 ALLOY.
<br />B. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4
<br />4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL, ASTM A-6W GRADE 60 MINIMUM, G-W GALVANIZED
<br />THROUGH 5) EXCEPT rMT HEADERS® A13 SHALL NOT BE USED.
<br />STEEL DESIGNATION W/FY- 92.2 AM (AFTER ROLLED).
<br />9. IT SHALL BC THE Rf.SSP011SfOL" O THE CONTRACTOR TO VERITY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER S TO BE
<br />S. ALL SCREWS TO BE STANlES4 STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON SIELL AS HER DIN
<br />ATTACHEDTO INSURE PROPER ANCHORAGE. TENS SNUFFER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCf OR WOOD FRAME
<br />SOOTS W/ W W YIELD STRENGTH AND 90 W TENSILE STRENGTH NO SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2417.3.3.4.
<br />10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90•, AS PER SECTIONS 1. 2. 4. S. 6 AND ALTEMATI ES 111. 3W A 4W ON
<br />6. BOLTS m T ASTY A-307 GALVANIZER STEEL OR ASI 304 SERIES STAVM1Es5 STEEL. WITH 36 Mw MNMUM VELD STRENGTH
<br />SHEETS 4. 5, 6 A 7 RESPECTABLY, SNAP. HAVE A LECRE AND READILY VISIBLE kOMMO R61MUCV" OWNER OR TENANT TO
<br />SECURE PANELS WITH APPLICABLE REINFORCEMENT DUPING PCRDOS OF HURRICANE WAMANC.
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS:
<br />1,, THE INSTALLATION CONTRACTOR S TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE BUILDING TO PREVENT WIND/RAN INTRUSION.
<br />(A) IQ :
<br />- 1/4'0 TAPCONN ANCHORS AS MANNFACTBY I.T.W. 9"It. NC. (Min. Fe-3102 P.9JJ
<br />URED
<br />12. STORM PANEL INWALIATI N SMA1 COMPLY WITH SPECS INDICATED IN THIS DMWNG PLUS 9M ANY BUKDAND ZONING REGULATIONS
<br />- 1/4. 0 P 7/6" CA/K-M ANCHORS. AS WVOIFACTURED BY DEMALT INC.
<br />PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />1/4'- (MI.. • 3/4' t01N0-SR ANCN01H5. AS OSTABVIFD BY ALL PENT SCREW, BOLT A SPECIALTY CO.
<br />(Mn. rc-30p0 Pa.i.)
<br />13. (a) THIS PRODUCT OMILMATTON DOCUMENT (P.EO.) PREPARED BY THIS ENGINEER IS GENERC AND DOES NOT PROVIDE WORMATION
<br />- 014-10 PANELMAT FEMALE ID A PANG. ATE PLUS 44CNOM AS MANUFACT RCD BY ELCO CONSTRUCTION PRODUCTS.
<br />FOR A SITE SPECIFIC PROJECT; i.e. WARM THE SITE CONDITIONS DEVIATE FROM TIE P.EO.
<br />- 1/4-0 ZAMAC NAAM ANCHORS. AS MANUFACTURED BY DEWALT. INC
<br />(b) CONIAACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION 00-DW LIFE SAFETY OF THIS PmOGT
<br />AI) MBIIMW EMNBEDMEM OF 7APCON ANCHORS INTO POURED CONCRETE SHAH 8E I 3/4'; 2• FOR E1A0 PANELMATE AND
<br />ABASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEIMTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />CONSTRUCTION SAFETY A7 SITE S THE CONTRACTOR'S nespoNSetm
<br />1 3/4- FOR ZAMAC NULN ANCHORS.
<br />(c) TENS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED WAUD IF MOOIFIED.
<br />U.2) CAA-N A SOLID -ITT ANCHORS SHALL BE EMBEDDED 7/6• INTO THE POURED CONCRETE NO EMBEDMENT INTO
<br />STUCCO SWAT T PERMITTED. 1/4• 0-20 SCREWS USED SHALL BE 1 t/2• LONG MIWMIM SHOULD STUCCO EXIST.
<br />(a) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT MICR WILL BECOME THE
<br />AND ,` MNIMUY FOR WAYS WTAN H NO STUCCO. D MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD.
<br />ENGINEER OF RECORD (E.O.R. FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />OUT WITH WING NUNS.
<br />OF THE DELEGATEDENGINEER THE
<br />NGINEER LAT'TTTEERRTTHE
<br />PROPER GNWNEEER.
<br />PP E SHALL SUBMIT TO Ties SITE SPPEECIFICC FOR REVIEW.
<br />A.3) IN GCSE THAT PRECAST SLOE. PRECAST CONCRETE PANELS. PAVERS, S LICCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL ON FLOOR. ANCHORS SHALL. BE LONG ENOUGH ro REACH THE MAIN STRUCTURE BEKNO SUCH PANELS.
<br />(6) THIS P.E.O. SWLL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />HO ANCRAGE STALLIN BE AS MENTIONED A. I) AIN A.2).
<br />ENGINEER O RECORD THAT PREPARED IT.
<br />(B) ro E16STINC CONNCRETE 6DCJL WIAL1 A511I C-90.
<br />14. SHUTER MANUFACTURER'S LABEL SKAL1 BE LOCATED ON A READILY VISIBLE LOCATION AT SIOIDJ
<br />- t/4' • TAPCON ANCHORS AS WNWACTWED BY 1. T W. BUIDEX. INC.
<br />PANEL SHUTTER W ACCORDANCE WITH SECTION 1?09.9.2 OF FLORIDA BALDING COOS. ONE LABEL
<br />SIALL K PLACED MR OPENING. tABElNO ro COMPLY WITH SECTION 1709.9.3 OF THE
<br />- 1/4• • , 7/6• CALK-W ANCHORS. AS MANUFACTURED BY DEWALT. INC.
<br />FLORIDA BUILDING CODE.EVERY
<br />- 1/4'0 X 3/4' SOLD -SET ANCHORS, AS DISTRIBUTED BY ALL PORK SCREW. BOLT A SPECIALTY CO.
<br />- /14.10 PANELMATE fnAALE D AND PANELMATE PUS ANCHORS. AS YA1111FAC7UlED M ELCO CONSTRIX,'TION
<br />- 1/4• a ZAMAC NALN ANCHORS. AS MANUFACTURED it DENALI, INC
<br />MI) UNUM DOLOEM OF UPCON ANCHORS, CUCO PANELMATCS AND ZAMAC NNLN ANCHOR. INFO THE 'vCEN
<br />•'': FLORIDA BUILDING CODE Hen wall WINNGI NINRIeoneZone)
<br />SLOCX UNIT 91AL eE 1 1/4•.
<br />EU�
<br />5.2) CALK-W A SOLID -SET ANCHORS SMALL BE EMBEDDED 7/0• INTO TO TCONCRETE BLOCK UNIT. NO •• •1I1044
<br />7
<br />au9 luoKa we
<br />24 GAGE DALVAMM STEEL STORY PANEL
<br />F,, •6„
<br />STUCCO S Al BE POWMED. 1/4•'20 SCREWS USED SMALL BE 1 1/2- LONG MMMM SHOULD EXIST,,k
<br />AND I' MINIMUM FOR WALLS WITH NO STUCCO/. STATE
<br />S
<br />-`
<br />L PROTECTION PRODUCTS, Il,C-
<br />E/E!'HP
<br />. ,•
<br />6.3) N USE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO Olt WOOD BOARDS BE ' ROIL
<br />--
<br />7�M�1,�1'�' -
<br />'
<br />ILA40-&-i
<br />40m O.a. N GILDS
<br />ii IL7IN'U►
<br />4OMT,N-m
<br />DAR,
<br />20-175
<br />w'm
<br />ETSIING WALL ANCHORS SHALL SE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH G\• !
<br />ANCHORAGE 9ALL BE AS M ENT 4ED IN B.1) AND N 0.2). s/ONAL N
<br />1r., ,u
<br />oF`00°F�1L1T'�
<br />NIWM: DIF1 Rai¢
<br />R Nc:
<br />AAIAINHW
<br />Pd TNGL/MHN11111[/wR
<br />1A m A a A_ Pa-
<br />PUM M Lk. M167
<br />61R1 I A to
<br />INSTALLATION DETAILS FOR REGULAR PANEL n
<br />zqT INTO POURED CONCRETE OR COODlNCRETE BLOCK STRUCTURES
<br />-OM CONCRETE
<br />ONCRETTE '"-IIIR IDCONCRcr[ BL=
<br />REQUIRED. / RETURN.
<br />COMM" ANCIIOIK_ CONCRETE ANG110R5
<br />- - -• (SIDE SCHEDULE ON
<br />sEE ECHEDUE ON
<br />POURED
<br />SHEETS 9 THROUGH 10) ,. _O SHEETS B THROUGH 10) r._O CONCRETE C E E
<br />CONCRETE �.•'I-'�,-
<br />{_.... t/2. REOI11[0. 3
<br />1/Y i"Ui%r
<br />o,�,.G
<br />1/4• 1/4• i'- . •
<br />_, YfRf•-_._._____._-_.., (OIHCRETE ANCHIORb
<br />I SCHMA
<br />6b. CM -10
<br />Lr.
<br />; S 99 THROUGH
<br />1 I I 1
<br />�IJ
<br />I I E I
<br />I
<br />-_LD.AEI n-(SIDE CQLAmn
<br />ION T p a• 4.6
<br />F
<br />W1EDula 1 70WIrl t, 4 E I uu„ o P r4nON
<br />�.........._._.IPANEL
<br />94M 3) {ENNDTH ,,3) R 1 I! •L. , IMn. EEPNUTION 1 L. M64.
<br />(ON
<br />> A ' PANEL LENGTH (SEE GLASS. ; PANEL LENGTH
<br />CONCRETE ANCHORS. �.. __._.... A_ 1..:. ,....,�1-. �: -. (ALE SpINUKE , T„ , (SR 9CNEDUi
<br />(sa SCHEDULE TN , , ♦ ( ON SHIM 3) ON LIEU 3)
<br />'i i I
<br />or 1 o0t
<br />LaJ c 1
<br />I ,
<br />MAX I 5011is OF
<br />4. r • 6 IH• aL : , MALL
<br />I J
<br />LD. r 1 ,
<br />v ; E.D.
<br />,
<br />lm ,.�.-. ®
<br />EII I �I
<br />1'IO WWII KMCONCRETE ANCHORS
<br />/ 1XII OOOWMT[ BLOCIt 1
<br />�L-_.Ile-i Da
<br />( ., j J 1
<br />I - V ----- _ 1 _ __... J - ----_J
<br />-EOM+--E/�•--
<br />12 Ilr p
<br />-,• Mn. /
<br />---ALiP1ATE / BET�a1LLr 9R[71 SOLD
<br />lac LOGA7IONAEXISTING PMM CONCRETE
<br />'
<br />-ONE d
<br />LTERNATE CMCITETFi_ .._. PIDUII[D COtKRETE CONCREr[ AMCNHORS ..I ARE USED
<br />NNCNORS
<br />W
<br />W CSNCRETE BLOCR REQUIRED. s W/ oz
<br />(LEa SCKpua ON
<br />SMU75 9 THROUGH 10) s�EETs SCHEDULE °" 10)
<br />NTNG NO
<br />LEAF 11 �OY�aIL! sGAa 3n-,
<br />MINI
<br />.T
<br />FLOM" BUILDING CODE Non R VRoot "Hu one Zino
<br />0. 44167 41NN ,umo ,w 24 RABE GALVAHM STEEL STORY PANEL oWr,','W
<br />E.D.. EDGE oi6TANCE NOTE. FOR COYEBFNTION of sE_cT1ON6; � IF * � # �..
<br />.42 STATE 0 =--i- 1 L E C O tN1. PROTECTION PRODUCTS, uc•
<br />(SEE SCHEDULE ON TOP A BOTTOM MOUNTINGS CAN BE 90'•. -- 0A7i
<br />SHEETS 9 A 10) COMBINED IN ANY WAY TO SUIT ANY '2ORIOT',L_ •. N 4,,,A,NGMti„3n„��'
<br />0-173
<br />INSTALLATION. %(J ••. •G• /y 'r+�w -+H PPnHc: TUN)w-Na, rr. (FN7FN-nn 2NSM
<br />•. • a1W/e NM
<br />4N 1 rW2T . or N
<br />ON
<br />ANCHORS
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<br />ON 9EPT 3)
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<br />a 12 1/2' O.C.
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<br />ALMRHATWE
<br />SCALE 3/3-1-
<br />NOTE FOR COYRNATION OF SECTDNs: '
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D.
<br />TOP A BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (.•.I) AND PANEL LENGTHS
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3
<br />INSTALLATION, 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECM
<br />DENSITY OF OJSS OR EQUAL
<br />ALTERNATE WOOD ANCHOON RS
<br />SF�EET 11) LL
<br />RWEOOWN E ..
<br />WOOD ANCHORS _
<br />(SEE SO4E(NLE ON
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<br />SHEET NO.
<br />S H 1.3
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