|
r r r A
<br />Nr . f z I r i =..
<br />OE3IMMINCWPH AS.D.
<br />Mm,. 12" -
<br />-
<br />WIIIMUM SEPARATION
<br />PANEL
<br />APRUOABLE TO
<br />R4n�G Pa;f.
<br />(SET
<br />Ta GLASS
<br />FlN10nw A
<br />SEL"T10N5
<br />♦66:0, --w
<br />70" EX: LES.s
<br />2 91IV
<br />BOLTED -
<br />i', 2% V. ,^N,
<br />2W a 3 '1Y
<br />a68.0. -75.3
<br />70' OR LESS
<br />2 7/8•
<br />BOLTED •
<br />V 0 4•W
<br />• B0 /. ) w8� (- S,OF SMS. Y WINGMn AT OVERLAP h 40% OF PANEL LENDM
<br />4 1
<br />»AA #' f f•
<br />r f'.
<br />` !' A .,l _ 1 !f. 'd7
<br /># t
<br />�-- -,..Ma.,.;Mw.,�i.WL,I"T.lk.;Lpw.11lA;J&�1,11�"Z),Vwl.i�i;xvw�.,..Wzlm m
<br />MAXIMUM
<br />AS.O, DESIGN.
<br />MAXIMUM ANCHORS SPACING FOR L 0. a 3 1/2^ .
<br />APPLICABLE 70
<br />SECTIONS 0 a
<br />ANY coamy"
<br />THEMLLTNa7H
<br />MORMLM PANEL
<br />1` (M')
<br />PRESSURE
<br />RATING
<br />91.MOCK12,
<br />TWOONS.
<br />CALK-W
<br />PANEWATE FEM" W
<br />PANBUMME PLUS
<br />To CON,.,M
<br />10'CDNCREIE
<br />t0 CONCRETE
<br />ToCONCRETEOr'
<br />N/A
<br />12,
<br />N/A
<br />12'
<br />N/A
<br />12'
<br />N/A -
<br />/ 4S 2' (TOP)
<br />N"
<br />3`i
<br />t0'
<br />3'
<br />S'
<br />4'
<br />S'
<br />4'
<br />SiRff50TTON)
<br />12"
<br />3"
<br />12'
<br />5"
<br />B•
<br />6'
<br />8'
<br />8'
<br />1 (SETTTOM)
<br />SERMS 1000 ++
<br />0&0, -75.3
<br />N / A
<br />N A
<br />/
<br />NA
<br />/
<br />N.h
<br />/
<br />N A
<br />/
<br />N / A
<br />12 1 2"
<br />/
<br />1 # `
<br />2' BOTTOM
<br />(BOTTOM)
<br />7D" OR LESS
<br />7"
<br />N/A
<br />1 6 1/2-
<br />N/A
<br />I 4 1/2`
<br />1 N/A
<br />1 4 1/2'
<br />N/A
<br />3' (TOP)
<br />12'
<br />N/A j
<br />12'
<br />N/A
<br />9 1/2-
<br />N/A
<br />9 1/2'
<br />1 N/A
<br />3' (BOTTOM)
<br />12'
<br />N/A
<br />12-
<br />N/A
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />4• (TOP)
<br />12'
<br />6`
<br />12'
<br />4 , 2'
<br />/
<br />12"
<br />1T`
<br />T2'
<br />11"
<br />4' lOOTTOM)
<br />* UNITED TO 66.0 R,sN. A5.6. DESIGN PRESaRNE RATING.
<br />&SEE SHEET 26 FOR ANCHORS TYPE t SPACING FOR M+SALLA7gH5 01TO WOOD
<br />FRAME BUILDING,
<br />MINIMUM ANCHORM"MUMSPACINGS AND INDICATE EDGE OHEDULE ARE ON TAR
<br />INCKATsf
<br />SCHEDULE FOR E.@ lEi TARN INDICATED ON SCHEDULE REDUCE ANCHOR SN+ACNe
<br />BY L N'llp"lNB SP ^ SNOWM OH 54YNEWAE BY 7FE F FOIL:LIL'e4G ACTORS: fl7R
<br />THIS avERAmoN TD 8E F(fSS191E: REDUCED SPAi:IWN a9TAN U FACTOR S ED SNAG
<br />NOE 48aAN SPACING WNIWFAiEOFOR FAa4 ,y4GNaR TYPE A7
<br />ANCHOR m
<br />le.
<br />L 1/ve
<br />I I/4-.
<br />1/4-.
<br />TN'adl
<br />:I F2/
<br />PAM6UEOF
<br />G9K-N
<br />me, ANCHOR 9PNiq 9A3
<br />3
<br />3
<br />3
<br />3 T/2
<br />mmswT.- Dme"Y. DL)
<br />a- Aw,.t t>r,o„Y ebwt UN
<br />a
<br />s
<br />1
<br />3
<br />3
<br />a r/x
<br />3 T/8
<br />4
<br />M'1A#II. EA !!m
<br />- FACIOA
<br />I ,A•
<br />-
<br />-
<br />x ,A'
<br />-
<br />-
<br />-
<br />3'
<br />,m
<br />,
<br />1 w
<br />3 I Y
<br />_.
<br />Tda
<br />I-
<br />Ze0
<br />v
<br />+ REOURES Mao. DISTANCE BETWEEN BOTTOM OF PANEL7/Y
<br />:AND BE / TO - 7 2` MINA.
<br />P
<br />' " }• MOM Yob IXSWNCE SETVETA BOTTOM OF PANEL
<br />AND (2)TO � 3,1T6' 3/16•
<br />AAA.
<br />COMEMENU EQR REGULARAF
<br />(SCALE 1/2-11)
<br />-1_.,.-15,125' (TOTAL w6TrH) ,...... ----- --.__ .-_._-.-_.-
<br />—_2787`--1
<br />l
<br />.��....-._�,_._,,..�__
<br />-
<br />,SLAY .- F•--1 `--
<br />.. T2.5DD' (EFFECTNE 1MLDTH) _�_ _. ....- --- __..,_.
<br />CT-.___� , -__. 6. 1/4" (SYP.)- ... _- _
<br />"""`
<br />-._1.3�D'-... i -1 ii6
<br />-..t93"
<br />1 1--�79D'
<br />.I.
<br />- it.590' 1,2SO• ODD' .188
<br />T/4•t-2w/4•
<br />.750" •-. S`.5. STUD RAITID
<br />374;� .I?5 TO ANGLE e 6 /4'
<br /># 0 12 i/2. 6
<br />. { '-�610- _ (MiY #I REVTRSED)
<br />(
<br />250 1 t.
<br />4 .'HEMMED
<br />I
<br />0,024' MBA THICK R J I'
<br />(-
<br />—I
<br />, 1
<br />4 s 1375^ �
<br />- 1.671'
<br />-�
<br />,e ' 40 ( I.
<br />L. 6B8`
<br />--- ` _
<br />ti 15W' _..._.1'#
<br />�{
<br />mGE
<br />GALVANIZED STEEL.
<br />tYP,
<br />,
<br />"I D84'
<br />2.oba" DB4
<br />� Sis
<br />, ,�oi
<br />L
<br />--pETAKA
<br />GPADE 10 M v.
<br />c 6o c4LV.
<br />HEA1MIIm 1 T
<br />EDGE
<br />,,DIY
<br />-' .D1;. ,.90D•---i.t2a)
<br />49
<br />------ -------_'_
<br />1 STORMPANEL ------
<br />i_�. `_:
<br />.375•
<br />'''"9YP.) tTY'P•)
<br />1.350"--I --9.35C'...+.
<br />DETAIL A .L__ _.. 4- _GOD., I - i
<br />PANELS SHALL BE INSTALLED ALWAYS
<br />PROM LEFT TO M014T W/ TIr ITS}
<br />AT END AT LEFT SIDE OF PANEL
<br />- —_2,397• - '
<br />� "N" HEAD€R (�)OFF'
<br />�
<br />TRACK l_J ANGLE WITHSTUD
<br />R{N€i5 EAiP LP �r `
<br />1 E
<br />4ALYAii7ZED STEEL
<br />W/ NEATNED EDGE'
<br />t ADS"
<br />0
<br />r A.eN32
<br />AN
<br />�y
<br />I a 70 ' s 5'
<br />' PANEL
<br />.133" w. 7a' -
<br />_ -�__ 2_
<br />j
<br />-
<br />�..-. •,� ��
<br />"_,
<br />L *
<br />1 �..826
<br />!
<br />OASTS 0150"A
<br />I -T
<br />` HEMMED
<br />ti
<br />t 4I a.G25` __ -;.- eI
<br />IL,
<br />.� '
<br />11
<br />- 1 OR
<br />r---..2--A - --i
<br />I
<br />;.. 4...
<br />- ISOMO i VIEW DETAIL A
<br />ROUNDED CORNER 0 ENDS OF PANEL'S
<br />a.2 ,,,- ?ANEL
<br />' 3]`�-' _. _.-r
<br />..> -
<br />'. '
<br />P
<br />ND W HEMMED EDGE.
<br />LI
<br />E L /
<br />MIA.
<br />C MEM1 ,m
<br />L.b ._�•ro.6z5
<br />3.7I
<br />,07e
<br />25t
<br />(.--.. _
<br />.D91' asr -1w,
<br />:. MI,.) -� T
<br />r _++......".yr.�� TOP. BOTTOM
<br />- _ED(E OF PANEL
<br />50 KEY HOLE WASHER ¢ vCv HOC€ AT PANEL
<br />3105-H154 ALUM. ALLOY O IRL E
<br />�.I
<br />-,�•-
<br />___.-_t
<br />Z.124'-,,,FFtI,7����7"4•••�-----
<br />125
<br />JE, -:.
<br />•5iE SHEET 6 FOR A001TTNNNAI
<br />LHADIF STEM UENOTI4
<br />t Y t �NtDI
<br />IT'
<br />L
<br />t-=23St1
<br />1,2;
<br />__.!
<br />SLEEVE 4%B" T_,.
<br />.375"
<br />i MAX, LENGTH
<br />2.000•---. 2-
<br />.` {TYP.)
<br />t
<br />YAW INSTALLATIONS
<br />U. .,m"--' WOOD STRUCTURES:
<br />3.7`w
<br />•--793v.�
<br />-- 2,548"----
<br />-t
<br />/2Y Z.ODD 8 a,"O,T
<br />1
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<br />/gam) �-�ry�p o.o$0-0 L
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<br />I !
<br />(t{0-
<br />._..4 _..-._
<br />rVr �IIAi�.
<br />iLEaG
<br />-----I" MIN.. To 5" MCI,--- m
<br />_..:2.000"-__•.
<br />:
<br />3
<br />H
<br />c
<br />!� ANGLE
<br />ntxEei.b.
<br />INN 1 i -J- TRACK Q
<br />PANEL HANGER
<br />11..364
<br />f- .._- ,,.__.,�
<br />.-3Ir ,656"
<br />'_l_-.__I
<br />1.Bit'
<br />'_.,.
<br />i
<br />---- 1000` - .--, 6061-TO ALLOY
<br />y co-
<br />._ 'I I41N
<br />^' �69. ,470' " -E175" P08 -{i
<br /> 7 _...
<br />•p 1.... ,.
<br />I.--..i.- t t28° .I-,. i-.._.
<br />Y00'"u"
<br />a4"a�ryti?+I1 ti((/l
<br />4\! ✓ (USE ONLY
<br />� Si. G- ' ,FF `-,,L ', SYSTEM)
<br />�}0. 44167 i. a SYSTEM)
<br />i
<br />(T IN/4" WID£1
<br />FOR E-Z HANG STORM PANEL
<br />600-T6 ALUM. ALLOY
<br />BUILDING CODE Nan Nigh VelocityHMFrtcvne IDn9
<br />-
<br />t
<br />.
<br />z DttD P 2sa
<br />1 t23' *''p N a MIN. O r
<br />1 �1 °�° I t. -t _
<br />W
<br />-
<br />= # s ,xmn mtcco, Nc. 24 CAGE GALVANIZED SHEEN STORY PANEL , �.:
<br />-
<br />? -a `• STATE OF
<br />--2000-
<br />t�r)
<br />I-
<br />l I osD
<br />I -. S.— sEeCwNs._ ._ _ ?
<br />w
<br />.204'
<br />�'4'•. fi �A :'
<br />' \� IL ECOIpc. GLOBAL
<br />lI
<br />Aj 9•N: 7i519M0 ! N ANY
<br />A
<br />o7AT/m2D
<br />PROTECTION PRODUCTS, LLC. are
<br />a w 6.w. SI SDffb:'1
<br />DAMS nt
<br />1 BUILD -OUT "F"
<br />4
<br />MEN
<br />BUILD -OUT F TRACK 1S � � WNISHERED WINGNUT
<br />d""jZ tAA .w..,,=0.sA ,9; .mrm,nsttN.
<br />Y J IIU /}tl1 n4_Ipf
<br />,`�'rA-000e�,o "
<br />PH..,- tReiJE9Y- I. piC (9L4)669-87Ir 20-Y75
<br />,15„—. I aRWNN.
<br />,
<br />TRACK ANGLE
<br />{A+3 ALLOY)
<br />NR
<br />_ m .-
<br />ma a ,
<br />INSTALLATION
<br />DMII S FOR RS£ IES 2009 & 1000
<br />E Z HANG
<br />MEM_. P N .:L 1)
<br />INTO EXISTING WOOD STRUCTURES
<br />, a- 1 1./4-. LAc sw" 0 r O,C. W/
<br />,.
<br />.
<br />. - __. 1 Si ITC LAG SCREWS 4 8" O.0 WJ
<br />::
<br />,:'r! I T/r Min THACAM PIDNITWATKiN
<br />TO Ew6TtNG WOW HEADER.
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<br />MEMIER RELI614F6a
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<br />t 2'
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<br />SCREWS 9 $' D.G /N' A
<br />1 r MM. 1HREA4E0 P&NETRAtwN
<br />/ 411' SM.S.
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<br />PE twTwne 12 112' O.t
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<br />2D GAGE GALVANIZED STEEL STORM PANE{. F'P
<br />pMyAi gy;
<br />WELL A5 PANEL COPINffCTtON 40 FTLM:AS DRrN AT 1 . BASED ON
<br />om LM 20Da �s gbTA A7O TroE ON ?F(cTr zi'
<br />:
<br />S-o'• STA: " f
<br />Ato
<br />:M5. �..
<br />GLOBAL PROTECTION PRODUCTS, LI C °IAe/°1°
<br />A'OIE Ft%1 caMetlA7NrN OF SEcnQM;, /+�/yt�IrVYNEyAA�11VE�
<br />a BOTTOM Moulff"GS CAN BE COAso9v W Oft
<br />T�0 �HFffpii]E#E W�OMty}A�� FR_L_ /
<br />AW r1iEMlii�eMl�fl'"•" #-�'ib s '4j�SS1p I �A F
<br />�„ 1
<br />11INi
<br />,
<br />xe. N• 4 iqi vAnMA tWEa6 n mIM
<br />.. - NA
<br />(sm! s» w
<br />+tea &w s, S79WGM[TOP
<br />---HE: N95+1eBe 74+b, rA<:}t9esX,99-.e7p7 20-176
<br />WAY TO SLIT ANY 4WALATION.
<br />T�'AL.E' 1, m 1' 1 N•'"ae UA4Jww
<br />NDIT , SHUTTER MIENS NOT 54OWN FOR CLAIM
<br />%M�JWTt
<br />6719
<br />WA11EA A HAM ,,, Ps-
<br />Um ME fitA,
<br />!..a K.n yR DINNING wa:
<br />An m s
<br />_. NaE'P 2N s# 3a
<br />SitW F PANELSM T.1M L##QO
<br />AT TOP OR BOTTOM
<br />WITH TRACKS it OR *
<br />MA 1)M PANEL LE 6TN XIM H
<br />. (
<br />iL+ 'L-" L-' it. ) D
<br />MAXIMUM A.SA.
<br />DESIGN
<br />PRESSURE RATING
<br />,Lt 4 M -
<br />ta ) t )
<br />CoNamm B WOOD
<br />INSTALLATIONS t
<br />1+
<br />Ir
<br />2a0
<br />W-0.
<br />111-0'
<br />210
<br />12•-O'
<br />W-8'
<br />Sao
<br />11"-8'
<br />7D=9"
<br />J!"
<br />10=10'
<br />t0'-0'
<br />4ad
<br />70'-1,
<br />9=4•
<br />5A0
<br />B'-N'
<br />8 -4'
<br />SSO
<br />a -r
<br />a a•
<br />as
<br />9
<br />6s o
<br />6.-0.
<br />7'-4*
<br />70A
<br />7'-8"
<br />7-a" .
<br />75.0
<br />I 7'-5"
<br />6'-10'
<br />Sao
<br />7'-21
<br />8-7'
<br />93.0
<br />1-0'
<br />8'-5'
<br />90.0
<br />0'-91
<br />8'-2"
<br />M6.o
<br />6'-9•
<br />6'-0-
<br />100.0
<br />6'-3,
<br />S'-11'
<br />Faso
<br />6•-3^
<br />1-1.
<br />11ao
<br />-
<br />s'-r
<br />-
<br />r 15.0
<br />-
<br />-L-
<br />Ima
<br />5-b'
<br />s:NB6E PlAHEL�,L1lE"43ilR AT f
<br />END WttH TRAT r- . is 13 A 0 2a D.M.,0, (j)'
<br />j}{$PC• T M411NTED AT EACH ENO*
<br />$, @ Or �d
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR wL-" (f1.) Al
<br />MAXIMUM A,So.
<br />DESIEN
<br />PRESSURE EATING
<br />!. + cT -
<br />!PA 3 ! )
<br />CONCRETE AL VOOO
<br />INSTALLATIONS t
<br />L+
<br />L-
<br />2>.0
<br />T4'-s
<br />13=0'
<br />2sU
<br />12'-117
<br />IT=r
<br />,ZOO:.
<br />11 =8
<br />70•-7"
<br />4ao
<br />9'-8
<br />9'-1'
<br />45.0
<br />9'-N
<br />8'-7`
<br />50.0
<br />8' 7'
<br />8'-2'
<br />$&O
<br />8'-i
<br />I 7'-9•
<br />Sao
<br />6•-D
<br />7'-51
<br />6so
<br />71-0
<br />7"-2'
<br />la0
<br />7'-S -
<br />a'-1T•
<br />7"
<br />7*-2-
<br />91-8•
<br />BR0
<br />7•-0'
<br />6'-5-
<br />e5.0
<br />7-0'
<br />0'-3'
<br />90.0
<br />8,-8
<br />8,_I"
<br />950
<br />D'-r
<br />5"-10'
<br />'Gal
<br />W-J
<br />3'-r
<br />T05,0
<br />6"-3'
<br />5'-4'
<br />110.0
<br />-
<br />5'-1'
<br />17a.0
<br />-
<br />4'-f0`
<br />779"8
<br />F=8'
<br />MINIMUM SEPARATION TO CLASS SCHEDULE
<br />MAXIMUM
<br />PANEL LENGTH
<br />WIND SPEED ,4 170 m 9,H
<br />WIND SPEED > 170 m-P.H
<br />(III)
<br />UNRESTRNNID
<br />I RESTRAINED
<br />UNRESTRAINED
<br />I RESTRAINED,
<br />m OR Las
<br />9'
<br />I-
<br />6' I
<br />6 1/C
<br />>33-To 90
<br />i'
<br />I.
<br />7 112"
<br />7 1/2`
<br />>90 TO 145
<br />I.
<br />r
<br />7 T/r
<br />7 1/2'
<br />>145 TO 1-9-4
<br />1'
<br />I.
<br />7 1/2`
<br />UINIUIIN PANE#_ I FNGTH (Inl FOR A GiIMN 110LINTING CONDITION
<br />TOP
<br />EOM
<br />DIRECT
<br />MOUNT
<br />"1,'
<br />HEADER
<br />-W
<br />HEADER
<br />1.5 QS'
<br />ANOI
<br />"F `
<br />TRACK
<br />AITDI£
<br />WJSW.i'
<br />-//5SIIpE TRACK
<br />I:tlGSilRES
<br />-
<br />DINE CT MOUNT
<br />4 '
<br />8
<br />12"
<br />32'
<br />35"
<br />SS'
<br />1.
<br />80'
<br />4
<br />1S-Xil5 STUD ANGLE
<br />35"
<br />32'
<br />32"
<br />'.
<br />42*
<br />38'
<br />38`
<br />3
<br />'F' TRACK
<br />1.
<br />32'
<br />32'
<br />49'
<br />I 07'
<br />'.
<br />60'
<br />1WOURtD-
<br />TRACK ANGLE_�.
<br />SLOE Ct05URE5
<br />..
<br />-,;.
<br />�.
<br />MI
<br />:
<br />T.
<br />TRACK
<br />50"
<br />32"
<br />32"
<br />38"
<br />60'
<br />Si"1
<br />56'
<br />2/4
<br />I" MAN. ANCHORS (SEE SCHEDULE ON
<br />,.-------- SHEETS 9, 10 al T) ..-..,_ _.__..--,.. _.._
<br />MIN: '
<br />a o
<br />.T -I- , '. -I-'1_t'-t'"i --fi -F'-I-T. F--r-
<br />1 /4. 3/4, 4/5, 5 /5 & 6/5
<br />1 W/6. 2W/1`f. 3W/f7 & 4W/7
<br />---".-.,,..---`-----„_,.. S.
<br />MAX
<br />i-1" MIN:: 1
<br />-r-I- i-7-I_-E-T
<br />I i
<br />�" y�j
<br />I I
<br />b. ss�
<br />W
<br />-- - J - 1, I--_r -4-1--,
<br />-, - - t- - , - , 1; i
<br />8OL'tED ?ANfLS W/ 9 4N1-2OaT`
<br />5.5. M.S. BOLT W/ 0O Ek OVERLAP
<br />(SEE SE4Ti0NS AS APPtJCABLE)
<br />1_ — -_ I_ i__ < < �, , i i_ 1. 1 ( ; 1- 1, s I L, L1__1__I ; I
<br />," ,
<br />II' i s I I ;g
<br />JI
<br />�;
<br />J �
<br />LI
<br />3, 4. -� - -
<br />i
<br />I
<br />Or@ 3 M. -_ !3" MN1
<br />""1• MIN. 3I 2 4 1/4, 3/4, 4/5, 5/5 & 6/5 1" Mw.
<br />/ TW/6 2W/6 3W/7 & 4W/7
<br />L ...._-__`_:_`ANCHORS (SEE SCHEDULE ON SHEETS 9, TD 3TT)-._-.,._ - ..___.-'
<br />PANED ELEVATION Ile.!?! w
<br />2-687• N,T-S.
<br />W49J
<br />" (WAN OJERIAP -1 IE WILLE'0 91.1
<br />'-TN.T,S.
<br />1 (3) SEE SCHEDULE BELOW FOR MN. PARM LETW " FOR POROSITY OIL PICATIGHL {
<br />{ PWALtA1I NS MTO WOOD ARE 1MNRED 70 :.95 P.3J. MAIL ISO. DESIGN PRESSURE RATR40
<br />*:
<br />�)o ;
<br />co 4�`F.1'•
<br />N
<br />'AA'y �/
<br />Ar N
<br />O. 44167 EopmIN
<br />* -
<br />LATE OF " �- , _.___.-
<br />f1RtDp .-•' 4T01 � r� -44,
<br />�.., "�Q448�" �tY ,t
<br />�-
<br />0"" I%n=. OKI
<br />I L E C O I N c,
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />TO
<br />'@
<br />GLOBAL PROTECTION PRODUCTS, U.C.
<br />OWE' "'1A"I T
<br />- to")m-VI
<br />Pr+rl� iasN s6U6. 4As 4r HeI
<br />07/97/vab
<br />MTG
<br />1 INe, Nen WmN o n uN
<br />4M.
<br />N,,..,=aN�ol�-isn�-rA:,
<br />WALIFAf t- T7S P.Ti
<br />20-173
<br />aIMVRro N>
<br />"m 3 w la
<br />mr,1N " 2M e. mS
<br />INw,mp A,rslGNA OVE1GANr
<br />GENF32Al NOTES
<br />1V1N1IAY! RFDIx a! NrFr +fig t f-z H&NO sTeBY.L`�' (C) I21xAL4AiT0 WCa t4rN.Vlir L OMRs.'.;
<br />1. STORM PNVF1 :dHOLVN ON TINS PRODUCT EVAWAnON DOCUMENT (P-E-0>) NAS BEEN VERIFIED FOR COMPLIANCE SIN ACCORANaCC - ileo TAPCON ANCHORS, AS MANUFACTURED BY LT.W, BUILDEA: INC
<br />WITH THE 2020 (71h EWTION) DF THE FLORIDA WILDING COM THIS STORM PANEL. SHAH NOT BE INSTALLED AT HIGH _ 114-10 PANELMA'TE FEMALE 10 Mo PANt1MATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRICANE ZONES (AIAMI-OAOE / BROwARD COUNTIES).. - 1 J4`w LAC SCREWS PER k6.$.
<br />TF - T R A WIN WI. LOADS MION. AS SECTION D 1 UiE1O Y. DINT 5L;REW- BOLT SPECIALTY , ,.
<br />OF IE ABOVE MEN IO
<br />DESIGN ND $HALL BE DE'tfR EO E•Ji MEfO - 7Jt8°M >c 5/8" W000 BUSHING. AS OtSTR B B ALL P . B & C0
<br />EL A Di CT ITT F
<br />P MR'' 1 F A ONRECn FACTO SPEESs REQUIRED fir" 1a1E UaIS01CT10t4 WHERE STORM PANEL WILL BE INSTALLED, AND OR ONALITL' R
<br />A, eNw
<br />, PANEtMAT PLUS
<br />7-1" AN N THE tt1A 5.0. DESIGN RE RATINGS INDICATED ON SHEETS i M INTO WIXIO OF TAPC ANCHORS SMALL BE 1 2 AND 2' FOR ELCO E L
<br />USING A17I 5 D SHALL O EXCEED E MAXIMUM tA: ) f'R)55'U C ) THREADED PENETRATION ON 1
<br />AND P
<br />J, 9 TI1RU 12 8 77, T8. AND PANEWM.E FEMALE IO_
<br />3i 9 TH,
<br />IN ORDER TO YERlRY THE ABOVE CONW:IfY1, LI,T7FAA7E OE51GN wMD LILACS DETERMINED FEt1 ASCE 7-16 SIVLL � F1RSi
<br />REDUCED TO ISO. DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0..6 IN ORDER TO COMPARE THESE IN/ MAX. (A.S.D:) G2) MINIMUM THREADED PENETRATION OF LAG SCREW, WTO THE WOOD FRAME UNIT SCULL BE 1 1/2" NO THREADED
<br />DESIGN PRESSURE RATINGS INEI ON SHEETS 3. 9 THRU 12 At IT, 18K14ETRAFION INTO STUCCO SHALL. BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION,
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.O.. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE
<br />STRESS FOR WAND LAMS WAS = USED NN THETR AMALY5IS< FASTENERS SPACING TD WOOD HAS BEEN DERRWNEO IN C,4) MINIMUM EDGE INVANCE OF LAG SCRI,S, INTO WOOD SMALL BE AS INDICATED IN THIS DRAWING
<br />ACCORDANCEIN ND.5, 2018,
<br />STORM PANEL'S AOEOUACY FOR IMPACT AND HAND RESISTANCE "AS BEEN VERIFIED IN ACCORDANCE WITH SECTON 1809.1.2 OF CA) MINIMUM 'PENETRATION OF WOW 81)SHINC SMALL 8E 5/8«.. 1/4" a-2O .SCREWS USED SMALL BE 1 11Y LONG MINIMUM
<br />THE ABOVE MENTIONED CODE AS PER AMERIGW TEST LAB OF SOUTH FLORIDA REPORTS 10814.D1-0IL AND #0219.02-09. AS SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO.
<br />1 - AN RICAN 1123.01-10 AS PER
<br />STANDARDS, AND AMA TESTING D I BONITOS DANCER REPORT
<br />PANELS. Sh+t.'CO OR BOARDS BE FOUND ON THE COSTING
<br />PER 20ID 2 99 AN 3 P E PROTOCOLS,
<br />TAND PROTOCOLS. APO AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF THE 0.5) 4., THAT STONE, OR PRECAST
<br />REACH HIND
<br />W A SHALL THE MAIN STR7KtUR€ BEHIND SUCH PANELS.
<br />FLORIDALORIOA BUILDING CODE LUAU., ANCHORS 51NALl R LONG RC
<br />NG COC3
<br />NEDUIN 1
<br />A14GMNORACf SHALL 8E AS MEHTF➢rtEp IN C I), C2} & C.a)
<br />2)
<br />2. ALL ALUMINUM EXTRUSIONS TO BE 6DTi3-TO ALLOY AND TEMPER (UNLESS OTHERw9SE Norm), SEE SHEET 2 (D) ANCHORS SHALL 1E INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.
<br />INY. 3. A11 ALTlM UM SHEET METAL USED AldT CL.Dst1REa SHALL HAVE 05.- 14 3T H NJ. 8 PANELS MAY ALSO BE INSTALLED HORLZStNTAiLY FOk.iOVANO INSTALLATION D£FART SHOWN ON SECTION i THROUGH 6 (SHEETS 4
<br />4. ALL STEEL SLEET METAL PANELS Stall HATE STRUCTURAL QUALITY' STEEL ASTM A-653 GRADE 80 MINIMUM,. C-60 GALVANIZED THROUGH 5) EXCEPT THAT HEADC"o 8(0 SMALL NOT BE USED..
<br />STEEL DESIGNATION W/FY- 92.2 A (AFTER FOILED), 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS of THE STRUCTURE WHERE SHUTTER IS TO BE
<br />S ALL SCREWS TO BE STAINLESS STEEL 304 OR JIB AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANC7HDRAGETHIS SHUTTER SHALL ONLY 8E ARACtffO TO CONCRETE, BLOCK OR W000 FRAME
<br />BUILDINGS.
<br />, 0 H AND Y W FLORIDA BUILDING CODE *AECTION 5o0F8 : 50 W' YIELD 5'IFLENCTH AND 9 k9i TENSILE SiRLlYU`r - $N}ACI• COMPLY O w t /
<br />s i. d. 2 1 33. M a 7. 1W SW � NW 1 - RE PAN
<br />AVFA 90', AS PER SECSDNS 1 3 6 TOES ON
<br />0 &1(Y1 REGULAR STORM EL LENGTHS 2, AND ALTERNATIVES
<br />AND READILY VISIBLE MAAKNG INSTRUCRNa OWNER OR TENANT TO
<br />SPI I.v HAVE A TR
<br />W
<br />SHEETS 4, S. 6 d¢7 RE GttVE. ,SHALL �
<br />UR
<br />8. BOLFa. fR 8E AST1N M-3O7 CALNANI'em STEEL, 47R MIST 344 SERIES STAINLESS 5T£i:4 WITH 36 Hsi MINIMUM YIELD STRENGTH, SECURE PANE!-9 wvPii APPLICABLE REINFORCEMENT DVRMG PERIODS OF HURRICANE WARNING
<br />7, ANCHORS TO WALL SHALL BE AS FOLLOWS. it, THE INSTALLATION CONTRACTOR IS To SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE BUILDING TO PREVENT WIND/RAN INTRUSION.
<br />(A) TD- S 9KQJM09D CCQ +
<br />- 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I:T:W BUILDER. INC. (WTI, P-3492 P.U.A.) 12. STOW PANEL INSTALLATION SW+IL COMPLY W"" SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS
<br />- 1/4' a 17/8, CALK -Al ANCHORS, A5 MANUFACTURED BY MVALI INC PROVIDED BY 114E JURtSDXCTiON WHFAE PERMIT IS APPLIED TO.
<br />Y 4" a 8 !V-t M 5C BOLT k - SPECIALTY CO
<br />s 1 e x 3 $ONTO -SET ANCHORS, AS DNa'TRIBIHID POINT SCREW, S. EC1AL
<br />/ / 1 P. THIS G D AND TA7 NOT Pf2D140 INFORMATION
<br />a THIS CT EVALUATION DOCUMENT E-0 PREPARED BY (THEIR GENERIC ES E
<br />MUD. YA.3 a.t:. 7 !) PRODUCT t )
<br />000
<br />( P )
<br />P PR WHERE THE DI TG M P E.
<br />7 M
<br />FOR A SITE SPECIFIC ONEGT' xw, INNER SITE CON T1pN5 DE}M1M1A FROM THE 0
<br />c I , MANUFACTURED Y ELCO CONSTRUCT" PROD4IL'T5. - 14»10 P E TE FEAR 8 TE. PLUS AN HOFeS. A.. MANU EO B C CSON1 U1.`iIXN AN LMA A1,E IO PANELIM V C ACTU
<br />- 1 4"e NAiLiN ANCHORS, AS MANUFACTURED BY T. rNC-
<br />/ 7,RNAC ANC ORS+ OEIYAL • (8) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND IhK-'fAC1AT10N INCI.SIDtHG LIFE SAFETY OF THIS PRODUCT
<br />BASED ON THIS PS.D PROVIDED HE/SHE DOE'' NOT DEWAM FROM THE CONDITIONS DETA1LM ON THIS DOCUMENT,
<br />1} MINIMUM tAINTO POUT CONCRETE 5WLL �' 1 2" FOR ELCO PANELMATE ANDDCONSTRUCTION
<br />I
<br />A: ANCHORSGRS .O ,3/4';": SAFETY AT SITE IS THE CONTRACTOR'S RLSPON5101M
<br />EMBEDMENT ANCHORS
<br />I J/4' FOR iAMAG NOUN ANCHORS
<br />(c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED
<br />A2) CALK-1N 3t SOUD-SET ANCHORS SHALL OF EMBEDDED 1/8' INTO ME POURED CONCRETL NO EVOMMENT INTO
<br />I M HoutD : EX I k E
<br />5 t 4' #- O V SONAR 8F 1 LONG MINIMUM STUCCO t5T T PROJECTS SHAH B PREPARED BY A FLORIDAFLOfN10A REGISTERED ENGINEER OR ARCHITECT W! C. WILL BECOME ME
<br />STUCCOBE PERMITTED- / 2 SCREWS USED - /2 S (E) SPECIFIC Pao E
<br />AISHALL
<br />AND 7" MINIMUM FOR WALLS WITH NO STUCCO,. AND MAY HEADED s(3REW5 OR ALL THREADED SCREWS W/0 HEAD, ENGINEER (IAA.) THE PROJECT WNl BE RESPONSIBLE FOR 71NE
<br />A
<br />PROPER USE F THE GIN , LNG CELEGA'T£D ENGINEER THE
<br />BUT WITH WING NUTS PROPER USE- OF THE P E D, IT £tF OF RECORD, ACTING AS
<br />TO I R E
<br />P.&D ENGINEER, SHALL SUBMIT 7fl YMS RATTER THE 'SITE SPECIFIC t%TAwEtlGS FOR RE41EW,
<br />A-5) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />POSTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHND SUCH PANELS_ (9) THIS P.E.D, SMALL WM THE DATE AND ORIGINAL SEAL AND 51WTVRE OF THE PROFESSIONAL
<br />ANCHORAGE SHALL BE AS MENTIONED IN Ai) AND IN A.2), ENGINEER OF RECORD TNHU PREPARED IT.
<br />(0) m EXISTING FQ( FYr a nr,M WAJ,1, �' 14_ SHUTTER MANUFACTUMITS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/4' a TAPCON ANCHORS AS MANUFACTURED BY I. T W DUALINDC, AMC: PANEL SHUTTER LN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDING CODE., ONE LABEL
<br />SHALL BE PLACED FOR EYERY OPENING, tABEUNG TO COMPLY WITH SECTION 1709-9.3 OF THE
<br />- fi J4` a 17J8' iALiC»{N ANCHORS, A;= MANUFACTURED BY pEWALT, INC. FiRRIDA BUILDING CODE.
<br />- ,/4"I X 3/A" StX.t(?-5'ET ARCH➢RS, AS DISTRIBUTED BY ALL POINT SCREW, RO;,T Q SPECIALTY Op.
<br />- 114-10 PANELM&TE FEMME IO AND PANELMATE PLUS ANCHOFS, AS MANUFAG'PURt:6 BY ELOC CONSTRUCTION PRDD L�Ntl�i� A
<br />- 1/4- a 'ZAMAC HAAM ANCHORS, AS MANUFACTURED BY DEWALL INC
<br />Mtn -
<br />'rly
<br />�
<br />B:I) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATES AND ZAMAC NNIM ANCHOR, INTO THE �cENI ' ✓
<br />FLORIDA BUILDING CODE (Hon Nigh J/81oG#i'J NufFtCOne Zone)
<br />BLOCK UN41 SHALL BE 1 1/4•. ? •' -
<br />" 44 7 '1 c o2N0 nreeo, ,c 24 GAGE GALVANIZED STEEL STORM PANEL ,�..
<br />8.2) CALK -IN 6L SOL@-SFT ANCHORS SMALL BE EMBEDDED 718' INTO THE CONCRETE BLOCN VNLi. NO GENT
<br />STUCCO 5M1At1 8C PERMITTED. 1/4° 0-20 SCREWS USED SHALL BE i 112' LONG MINIMUM SHOULD E%iST,. 7F = ,;,g ,PTI AAYJ2sm
<br />AND 1" MINIMUM FLSR WALLS WITH NO STUCCO. `a' GLOBAL PROTECTION PRODUCTS. U.C.LC.
<br />ITT
<br />S $TATi= . F _.. - '- - O /Nc DOL
<br />. ��'•,,� .n Rear s,w 3, S.w
<br />8;3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FAUN . C ` -j Diu..2--a elwLKmaNa caMPANY LwAE r� 3v,•
<br />- TORT ANA x. !-- 20-175
<br />EXISTING WALL ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEANO SUCH ai 1\' - ed, LION SM I oI 1 -,w t93s7Mm-Teca -AN Ees.)ae9-eroT
<br />uvw. mans Dwmvw -
<br />ANCHORAGE SHALL BE AS MENTIONED IN B•I) AND IN 6.2). Sf[}{tiAl. =1 - ms r8 a4
<br />CA-caoe"."�:
<br />Y4IAANnIN11H 4tE11t PJ< WA6TIF a 16yrt A,-,a
<br />gLaS/DALE
<br />4xaSlMii I ,MI
<br />11
<br />INSIALLATION
<br />DETAILS FOR REGULAR PANEL
<br />(1)
<br />I
<br />INIQ PQWRED
<br />QQNCREJE
<br />_. TURE$
<br />-Os
<br />�
<br />CONCRETE
<br />CNOCEBLOCK
<br />._317POURED E
<br />'�OCK
<br />rr1
<br />REOU
<br />W, REWIRED.
<br />frif
<br />CONCRETE ANCHORS /
<br />( SEE SCHEDULE ON r
<br />CONCRETE ANCHORS
<br />SEE SCFImiA.E ON
<br />EXISnNO POURED
<br />SMLEEF3 B 7HROlIGN t0 ?
<br />— 2
<br />5H THROUGH -
<br />SHEETS 9 .ROUGH tO ) z 2
<br />I
<br />CONCRETE OR
<br />-'
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<br />SHEERS 9 THROUGH 10)%�,,, I p
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<br />I 1 j PANEL LENGTH M�OULE
<br /># E SC 1
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<br />...- .. SEE SCHE LE
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<br />1 O1 3}. ON SHEET 31
<br />(SEE SCHEDULE ON I
<br />i
<br />ON SHEET 3) ; ,ELT :_ 'i ...:
<br />SHEETS 9 THROUGH tO
<br />i -0
<br />i 50T1
<br />IT I
<br />E% G
<br />55�8 ''1
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<br />(5£E 5OH£OULE ON
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<br />ARE USED A W/ WHEN - -EXISTING POURED CONCRETE
<br />OR CONCRETE f9.00T1
<br />AL1E'RNATE CONCRETE i__ POURED CONCRETE
<br />CoCRE7E AtKf10RS - ,
<br />PANELMATES
<br />Aft USED. REWIRED.
<br />0pRWTwNG
<br />ANCHOR$ OR CONK`.REIE OIL= REQUIRED,
<br />SIZ=D W/ %
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />it
<br />SOME 3/e.t•
<br />SCALE 3/8.1•
<br />SCALE 3/8-i'
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<br />-
<br />E.D. =EDGE DISTANCE
<br />IEOR CDM91tNAf{jN TIF SECTN3N1:
<br />- . 441 -
<br />_ 67
<br />s # * * i
<br />STATED ¢' —=-"_.
<br />O3°Y0 mTEroL, 24 GAGE DALVANIZEO STEEL STORM PANT
<br />iL ECO#Na. GLOBAL PROTECTION PRODUCTS, U.C.
<br />Ft"
<br />DRMe en
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<br />(SEE SCHEDULE ON
<br />SHEETS S & 10)
<br />TOP 6T BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO 5UrF ANY
<br />a�p`'.,, R: -
<br />>4" fORIDT" ,•'
<br />.y '' '4°O
<br />12,t1 Na t a dITAP 450D Ym M a1RM
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<br />INSTALLATION,
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<br />INTO POND CONCRETE OR Q.ONCRETE BLACK STR CTURES INTO WOOD STRUCTURES I ___.- INSTALLATION DETAILS FOR REGULAR PANEL t) INTO WOOD
<br />I e 1. 11 - _.._ f__ _.-S�PMARATWN t -a--'-;^.-
<br />ALTERNATE CONCRETE ,, _- j11 WOOD ANCHORS I i' __._ TO GLASS. ____
<br />ANCHORS LOCATION JIi (5€E SCHmVLE ON �{ t/A•r,L- ). (SEE SCtNmU1,E 1 tJ4's-ba,t' ALTERNATE LEG
<br />CONCRETE ANCHDRB p SEE SCHEDULE Or! i POURED CON... '" i1 SHEET 11) ,. 1 ;-_...,. 1wAb ealm i ON SHEET 3) i r -- G 1S 4'A8" (Min.) EX1.5ri#FG F . f --r- '�@G4TIOM
<br />EXISTING ED *'" s,a a e Ifs' a:c. ,_,_�, Wpt)p •' k. , r t
<br />C3EE SQIEOULE ON EXISTING POURED CONCRETE 1 SHEETS 9 THROUGH 10) CONCRETE .-.. -- : / I t s_ - _ �_.., EVE OR PA q CRAM REQUIRED. STRt}C?UkA2 "'/ f 1'
<br />tt -� OR CONCRETE BLOCK r;... �i ' t d .-.-,._...,.._..- _ ._.. IutaN Dar r-E7 ADEQUACY OF £XI NNG WOOD rC a r 1 Cn �/
<br />SHEETS 9 THROUGH 16gt OR CONCRETE BLOCK REQUIRED. Y � j �• t --__-_ -
<br />e REWIRED, ' .:.. /, , ' !` 1L `-T F __.._.- _ E� 'f I
<br />.¢; , t j 1 kmA BEAM TO BE CERTIFIED BY j
<br />--E•D. �NfLTEti4MTE 4E0 CONCRETE ANCHORS �`��; r '` r. 'I.. EXL5T1yF3--I 1' '_ I PANEL LENGIIH REGISTERED ENGINEER C , s t 4 '� �f ' f j -- n1
<br />E%ISnNO POURED -- - - ..S'
<br />[bF1CRETE aFL'UAi&0� (SEE SCHEDULE ON r%^ ; �D HEED Wo00 ANCHORS {' I ' t OU'S'' i t (SEE SCHEDULE I AP,CHT'ECT PRIOR Tp sH1IfTEA r _
<br />REWIRED , I (SEE SCHEDULE TIN 11 '� I L�---_-. A_ ON SHEET t FOR IIeAUATWN.
<br />- '''-- ` SHEETS 9 THRI%IDH 1 r.. _... 2 ' f_:' Ily J I - ! _WIND ANCHORS ALTERNATE TVOOO ANCHOFm ' - t• Yon. -- ^1
<br />/ .'''- _ 1/4• SHEET ii OI f j.- -j,� ,, 1/4'Yl' .w7I rb rd.TD
<br />f ,, f'' � 'i✓ • " v ,^ri�'r/i r:�, -_ ; 10i,• ./.•.1' w s arwx ,mm MAX.) t I � SPACER Q / `F {SEE SCNEWiLE ON
<br />SH SCHEDIll.E OH r 'I, I qrr
<br />t `l'J' +--'-m etmDOL ,Ex 9f#w aL I — 4- '' J2-1 =' ._' 0 i "`� -SPACER_ I , �' ' ) I •+-En,-.
<br />../ F )11+ 1 J1/ J .. 1 - 1 $HEEr }i : 1/z' 'i rixo% Ro'/ 19D
<br />,1 ., .�CER 8 SHEET' 11 91 . w
<br />�- - I: 1 I/4 -aa, 95. M:B w! 1. d<, MAX. �.. / 1 , I ; ,. _., I E _.,_ 3; `..
<br />#.....(D I-
<br />. CONCRETE ANCHORS ._ . a i2 1/Y O.c ;rI'."{f i a ". 1 WOOD HEADEF( . ' , 1 . ,,, I + ( } :...ti ;.- 'I '! , :. Y 1/4' 1i (.`
<br />I REOUIREO / 2 EO \ 1
<br />- _-..._ y
<br />_T_ t. (SEE scHEDULE. 4N r.,- ,�... - s .ix !_ r 2 -, t 1 ,• Y': I I MAX. WOOD HEADE,'{7 :, 1/2' _--..._--_.-.---
<br />3 t SWEETS 9 THROUGH 10), i-..: I T 4`!-.xD.T• G0. _ __ i REQUITED
<br />;:/ C ---- 1 -*--a
<br />�/ J
<br />s f , , :.ij 1 • t ', MbI i. ( I '.- - 1 i -"i ,' t 1 4Y-9W1"
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<br /># � I Eb -a{mot 1.,- -x e a T/4• ac r r '/,r ij i 1" Max. ,-' I I '�-' L_.-_ '• !'--_-..L�._•_....1 - i
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<br />DOSTING9 A t< 1 % ,+ - N _ --__- GLA95 1 I W900 NNCHOR5 1; € I w e e ,H. ,u
<br />l•:. :.T rfi -;fff // i pANEL LEMCrMI t ' I I` MAIL LONG ALUMINUM SPACERS a 12 1/2` t 1 r2' r I
<br />G1A55`�"E I EY). q I F%r%f1/i-1!'+/, i {SEE SCHEDULE J �1 1 ll I i )+�D.C. (SEE TABLE j1 ON SHEET TT.) # 1 (SEE SCHEDULE ON :'MITI. y 1ICU
<br /># I -T� mAY .. i - 1 T ON SHEET 3 + SEPMO, i 01 I 3 I �. + 1 I t'i SM{EE7 tt f ,
<br />/ t�yj}- I SEE NOTE +' 8F1.DW F,7R LIMITATIONS FOR Mln. y^• Cl)
<br />IT I
<br />Jf/ rr r '�•%' - t ! 1 ARA ( MR SPACFR(d) 1 1 # I MAX, ' �, i 1 1 2 LONG SLEEVES. t I ..t 'E } ) r -' I
<br />ss -2w,- 1 FI" ¢ '!`.r. I ( SEPARATION Si Ac SDHEOULF:' 1L Mo. # I ,'.. . „ J * �SEPARATWN Ti3 i:+r 1
<br />„'. <` I TLO GLASS. T TO GLASS, 1 PANEL .LENGTH � � 1` GLASS.(SEF 1 Y
<br />2 ,C_ _. - AT TA as `�1%� ✓ 3.. I , ON SHIFTS : PANEL tENiSTti # I k . . 6 - i
<br />--`-_ -( A (SEE SCHEDULE O SEE SCHEYOULE ! 1 1 � �).
<br />J. _...___ . _ r t011aI,ia ' '., n. - ION TO C4ASS. 1 afs'r-mlt' I. I (SEE SCHEDULE I e/4'.-3a.r" 9 6 10 F {SEE 50EIfDULE # I i ,i I O
<br />PANEL MAT- FERULE ID OR PANEL MATE SCSHEETE I I +w 1 MPn. SEPARATION TO G1iUS. I E ,/ y.aOAr• 'L' MAX
<br />6 I 'a7 1 63'. lATLT6 w # ON SHEET 3) 1 DN SHEET 3) 1, __ ° t ON SHEET 3) A
<br />R _.t. .. -.. -. "L" MaK. (SEE SCHEDULE ON I Ss. Leis GHQ t ON SHEET 3) 1 --Ar fA oa7NAP� SPACEa # 1 ON SHEET 3) #- _ . ,N. L PLUS {SEE SCHEDULE ON SHEET 11 _ y. Gt
<br /># i --_`1 PANEL
<br />LENGTH
<br />I._ __::_-SHIFT 3) I.', (u1E RN NwM1 'L`Mm,. i _.-_-�1/' OAZ FaN Fwet E - ... ! E ___ _ __I - _ fae wAEt i N - S.i90.rSw PANEL LENGTH
<br />- - `. ) # _ _ [ 1..__. i E aC+imULE ON SHEET 3) I S_
<br />11
<br />,._:_.__ - -: 1_.._. 1 (SEE SCMEDIILE I _ - _ _,. Org
<br />I 1 _ 'CLt£ 1aw3Fwn SING j SEPMATInN I 2'xk' WOOD 4 F _.__ __..._- _.._ _ LENGTH
<br />1 3Ep DON i ON SHEET 3) fX6n -.. A t SNEE.TEDISiE �'-� - - - N # _..- --- --._ 1___ ' __. --1 r0 GLASS. I PLATE IN i 1 PANEL
<br />E7{15Ti t
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<br />6 iD GLA55. 1 ... ,) GLASS -1 .. ' u3ae, rwl r-+n PANEL LENCn4 �� I.
<br />:_,_ r ,f MAGI, oel r-,N•) ' - -v`- t ; GLA55 (sEE sGHEOifl.E I "� PLA RECKONED Art 1__-:_ I.._.. J. LFwm,aN r-a'y MAX,ON SHEET 3) i _ :---- --:._ _�..__: '1 {aN 51SEE scHmulf
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<br />f. el ., _, "` "' r i r,, tJ I _ _ SEE MAX.EA 11 ON SHIM DESIGN LOADS FOR THIS PANEL LEA 4k t OF 'L' r ) 1 1� MA%. }/
<br />.a-_._ `lea f I r/ -`r i 1 ( y,
<br />8 I ED lrr I .4r}'f SPACER I .L. ; t I 50S I I O 12 1/2' O.C, J3 L NSTALLA t j - 1 !F-t�
<br />N o l2 1 QC- - L r -- ._ :r rr LIIfGM I i ", __� OF 1' - - II - I ,�{ - - 1 U
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<br />1 I -- I # i O T2 t 2 O.C. ,:" ..._ I N -'• --i �VCA-m"1-
<br />j.; ,I Ng •rim. 8a19 JC- _ - . 1 f^- I / Eutx 1 ¢ `w., No FINIL��_HHI._.,.. I. O t2 t 2" O.C, t1Ax it D ._.... .. _I n9Ao )%k#s
<br />I 4
<br />,4"r\ •4 s t...` \N :'• .. CONCRETE ANCHORS CONCRETE AN',AORS :`'>r' !�' _ .,_ _. ,_..
<br />,,.'^;.... 'Cw :. �• I 1 I +'`. I I , ,.-.. .-' AALCWt # i _._..._., -.- - -L _ > g v ^, tj, w d T/4 C.C,
<br />EXISTING POURED, „', ..� ,. .- "',°yeti\\." (SEE SCHEDULE ON r,! ;r.' ,_.��T^q�� (sEE snHEOULE oN :,r,,, .,. .I_ _. , _.i q� �,`..., "I..:.. I •• i�
<br />. ,ti! sNEETS 9 THROUGH 10):- `•=' j.._ y.� 2 t LONG MJJC ALUMINUM # 1 _ CONCRETE a' ..'t„`,y',S,:Y�'+, ti.�' '?. "*�,:;'! _Eg6£ OF WALL OR STAB ,,r�:. SHEETS 9 TM6t0UGH 10 ,.� '-- 9 /8" •'• -_- L-.1 I -_ O�FiSW/ STUD _-- �...__
<br />WOOD **
<br />'.,`; (ANT, CbN071toN) % SPACERS O 6 1 4 O.C. VALID FOR E� - - 1: -.'- .-_ _ (SEE SCHEDULE ON ! SP� 9A MAY BE I t _ I I, 1 O
<br />REWIRED »-. ' /2" 1DW6 r: r-� r_
<br />/ ) ,__ ' _--t -�-. , 2`si• Y1000 PLATE - '„ L-
<br />3JA 2 1 CON POURED CONCRETE MIL DES" LOADS AND PANEL 4 *2� MAX4a A ROOF HOpN l TW1 s A eaTR anaN FROM ARM _ %6` W000
<br />\• %��, TI CONCRETE BLOCK ' i1 ' ir, SHEET II) 1 (I) mmimom A UYITFD To A OIL STORY suiumm s wrm 15-0` DECK REQUIRED DtISTBNG POURED CONCRETE LENGTHS PER SHEET 3. :, +- REQUIRED M'000 ANCHORS /.�
<br />CONCRETE ANCHORS !fF' REoumm. OR CONCRETE BLOCK ' � 2".IA° WQOD _ , ' � k WOOD ANCHORS _-_-._ I is - ($EE SCHEDULE ON � ■ ■
<br />(SEE UIS ON - • REWN4EIJ, -�p� 1' MO. LONG Al1XA1NVM SPACERS 0 ...;.. ,� I I eDpnrw wl3atT CLRdEtNRY NOFOATiO aw SHEET 1T). `-` IoV _- v' V PLATE REIJUIRED .N, jkWO ANCHORS {SEE SCHEDULE ON _ _..�,_,_„_.,, 3/4 -.- `; ' SHEET }t)
<br />F / ON SHEET 3 MAY BE REDUCED 7D 1J4` AS ,` ,,`. U I� b •:•."' .PIniE R tREO CO AYwM011E GowG TINaI mMw•OHEWT 9A 4pANE1 1&T1E FEM/iE w OR SHEET 11) ."•"'...•._.'. _.,-..., 11114
<br />; f .
<br />SHEETS 9 THROUGH 10) EO'..---- /:' 12 7 2- O.C. SEE TABLE T CNN STAGGERED W STUD WOOD
<br />SHEETS 9 # 70.) I •"' ..._ 1" YIN- *.E3n/ATtaN ro GI•ASY IlmwaTED
<br />' i {i . (SEE SCHEDFLE OM IDNG A5 iTTE Fa1OAIND OOWdP4IN6 ARE - __.__, or/. ,,.... IMN9, 1AATi PiULU ^.k4ALi. SPACED MA,AR01 AT 8 T,J4 aG. a f /9
<br />SHEET 11) ompuD wRM OHMS s A 91DN AwOY 12 tj," OLG 9PAONi4 AIioWBL CAN v
<br />GILDvan -OUT MOUNTING steer &)- _ r._-
<br />1 , I I (I) RIVING o ves N•S W) EAK 24 a.1 pNpEt. LESwM R LNwEO 1a 86` AT NIS aPONq
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