|
p�YIANYDYW AS.D.
<br />Mat
<br />n
<br />NEIIRro „�
<br />m
<br />RLTYIfi I.
<br />(SITE )
<br />N
<br />+66.0. -753
<br />70' L%1 LESS
<br />2 9/+s•
<br />BOLTED •
<br />t'. 1'. 7'. ,'W.
<br />2b•3w
<br />+66D. -75.3
<br />m' OR LESS
<br />2 7/a'
<br />BOLTED
<br />C a 4'W
<br />- MOPED W/ t +i-20a7/4- 9.S Y.S. k WINOTUT AT OVIDRUP • 40I OF PNEL LEMON
<br />YFA911RED B0T70Y Of PANEL.
<br />„• '.•1,i2,. •;; .:11 ' I,4 .r• .1 • :I X)I .1711N •.4, YI:1 .,Il. 1;N ]• A
<br />®'
<br />A,. E•.. .1. LILT,.. •NI.. •. I..:A �a4
<br />MATNAIY
<br />AS.D. DESIGN
<br />MA1IMA1 ANCHORS iPACING FOR E M - 3 1/r -
<br />APPLICABLE TO
<br />AMY /
<br />a TNETI
<br />MAVMUM PAWL
<br />LDIaTH l.• (YL)
<br />PRESSURE
<br />RATaG
<br />.a.(,
<br />TAPCOM
<br />CMX-IN
<br />PAmCLmm PFAYE 0
<br />PANnAWE PIRA
<br />TO CONaaTE
<br />m OOICYEE
<br />m CON RITE
<br />m (XXNO•TE
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />12'
<br />NIA
<br />12'
<br />N/A
<br />t' a 2' (TOP)
<br />11 •
<br />3' e
<br />t 0'
<br />3.
<br />S"
<br />4"
<br />S'
<br />4'
<br />'=)+
<br />12'
<br />3'
<br />12'
<br />3'
<br />8•
<br />6'
<br />e•
<br />6"
<br />/ BOTTOM)
<br />i ++
<br />66.0,
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2'
<br />it•
<br />2' (BOTTOM)
<br />-7s.3
<br />7'
<br />N/A
<br />6 1/2-
<br />N/A
<br />4 1/2•
<br />N/A
<br />4 1/2'
<br />N/A
<br />3' (TOP)
<br />70' OR 1E55
<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 />3' (BOTTOM)
<br />12•
<br />N/A
<br />12•
<br />N/A
<br />72•
<br />N/A
<br />12•
<br />N/A
<br />4' (TOP)
<br />12'
<br />B"
<br />12'
<br />9 1/2'
<br />12•
<br />it'
<br />12'
<br />It-
<br />4' (BOTTOM)
<br />e L MIm TO 56.0 p-1. AS.D. DESIGN PRESSURE RATING.
<br />a SIE SHEET 26 FOR AN04M TYPE a SPACING NR DWALLAT06 INTO WOOD
<br />r1MNE TRADING.
<br />MH M 00" SPAMM AND IaiYUM EDGE DISTANCE ATE /OIOLTIO GN THIS
<br />SCHMt&L FOR E0. LETS THAN ROTATED OM SCHEQ4L MGVCE INDOR SPAICMK:
<br />BY A"IftvOG ]PACING SHOWN ON SWEDES IF THE FOLUAMIG FAGM RL FOR
<br />TN! OPD47ION m BE POSSIR . RMM SPICING =AM U9MG FACTOR
<br />NOM BE IESS THIN M@M M S►AC•t1G BO K= FOR UO, ANCHOR TYPE AT
<br />ANCHOR] LEiGEND.
<br />AND= T E
<br />I/re
<br />1/4'•
<br />Ile.
<br />1/1i
<br />I~
<br />REBAIW[
<br />OAK-M
<br />,b. mom VAC" 0.)
<br />3
<br />]
<br />]
<br />2 1/2
<br />YBLRRANQ INIIY4N et)
<br />PAIry ,a-- IRO SIN
<br />]
<br />3
<br />3
<br />]
<br />3
<br />3 1/2
<br />3 ,/2
<br />4
<br />I& am �
<br />PRO=
<br />I t/r
<br />36
<br />_
<br />_
<br />_
<br />2 1/3'
<br />_
<br />_
<br />_
<br />m
<br />31 '
<br />i
<br />AD
<br />i
<br />I
<br />+ REQUIRES MCP. owACE BETWEEN BOTTOM O PANEL I
<br />AND ® TO BE 1/2' +�
<br />I
<br />++ REQUIRES Mat DISTANCE BETWEEN BOTTOM of PANEL
<br />AM Q TO BE: 3/Ir 3/18•
<br />Mo..
<br />COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM
<br />(SCALE 1/2-I-)
<br />PANEL SYSTEMS
<br />_---15.125' (TOTAL WIDTH)- - ___ _ -.
<br />___-_-
<br />2.167•- -.--
<br />,�-_
<br />- - - _ __-t2.500• (EITEC11VE WIDlli}__ - _-. -_ _ --_ . __�
<br />- -.193'
<br />(-1.250
<br />1//PO-20a3//4•
<br />--.. .750 S3. tGW MM�.D
<br />.s0o 1.350'-
<br />C^ 6 t/a' (IYPJ --. .---
<br />- 7 3 p - .. -. 1.390
<br />.h
<br />/ tt i50'
<br />r 374E- ., n• :. : i0 ANaE • 6 ,/a'
<br />_ paa 8R O ,2 1 O.C.
<br />)00' Casa it I '088 0' i t y Oyn eC REVERSED)
<br />...,
<br />h '%� S.37Y
<br />�
<br />I-1jEMMB pi
<br />aAtW4vlita SITTER ©-I
<br />1.671•
<br />2.COO
<br />-3I
<br />\t� i T.
<br />�'
<br />4j,
<br />FAGS
<br />ARM ABED TYP.
<br />GORE so Moak AI
<br />G-AD QALv.
<br />•CA+-
<br />I
<br />4ASN$D' , 2.123-
<br />io
<br />(----
<br />1
<br />1.OII13 I �-
<br />-_J L� � '- 1
<br />.084• t-,.500---I
<br />--OCTAL A
<br />49
<br />1Q STORY PANEL -
<br />I--, 3S0" i-_--L350'--
<br />--
<br />DCTAA A l_._L
<br />-37s
<br />- .-_. 2.000'--
<br />-,;
<br />EDP.) �T�,)1
<br />PANELS SW.L R WTUM ALWAYS
<br />fAT �
<br />L----2-M7•-- -
<br />WHY HEADER (
<br />"F' TRACK (� ANGLE WITH STUD
<br />END T LEFT WE OF
<br />2O
<br />r/ NE:RRD EDGE. '
<br />t0.05'
<br />a.9aHx'
<br />a ''EDGE
<br />.375" y�
<br />( _PANEL
<br />0.024• (Afro.)
<br />GKVA TIZED sTEF1
<br />/ __\ •AIL
<br />' .zw- '
<br />. -
<br />-
<br />I133•, ___ O.tm' 1 00
<br />I _
<br />1 40T 0.625'
<br />-.
<br />._ ,_
<br /><.
<br />+e26 ,
<br />- -
<br />°•
<br />__ _, - -7. -0o27W
<br />)-)
<br />0375• -. 02150Y
<br />I_.
<br />_..-2.59,'
<br />-- -_
<br />I:SOYEiBKi VIEW DETAIL A
<br />;33;T---`:o3i --II
<br />R-. PAwn
<br />1 OR
<br />-
<br />2.Lyp.p
<br />_- -1 ROUNDED CORNER O ENOS OF PANEL'S
<br />t - Me, .o '
<br />I `
<br />_-
<br />f�2.378• -. ... END UP W/ HEMMED EDGE.
<br />(N.T.S)
<br />I_ __ .625-
<br />.375'
<br />_.-�-
<br />.123"
<br />DMAII E
<br />3.730- .072•
<br />. I -
<br />2.
<br />.09T .05r ,J1LP��NQ� )
<br />: (TYP.) O p .��
<br />{�1
<br />5 KEY HOLE WASHER
<br />3105-MI S4 ALUM. ALLOY
<br />f EDGE DP"Kl
<br />® KEY HOLE AT PANEL
<br />JBY4iEM../
<br />-- ��' I-
<br />I I.._ I
<br />i.124'
<br />1 -- .750' -.
<br />�N
<br />•SEE BEET 6 NR ADDITIONAL
<br />.013' LIMITATIONS F SLEEVE LE GTH 14 1 1%
<br />.091'
<br />® SLEEVE 2. 1 /B" i
<br />1 250" I - _-IS" M" 2 !'YIm I,
<br />�1�
<br />_ _ .125•
<br />cm.)
<br />L- ONIr 5R1ID fpR sLSTALLATgNS Mo
<br />WOOD SiRLILTU"
<br />A. .Ix£-
<br />I .2SO._. _ - __.
<br />__ -J 2.000"-_- 2.000'
<br />!
<br />3.750'
<br />^I.. .193'
<br />1rp.
<br />T.050'1 (1YP.)
<br />I -L
<br />"UY
<br />2.OG L •ffi''I
<br />1.730"
<br />250"
<br />O7 REV. "H" HEADER
<br />© HEADER J
<br />I i
<br />(17P_)
<br />-
<br />YAX
<br />- - I' MN. TO 5" MMa....
<br />L,�!
<br />(@ AAHM HOW
<br />fA.
<br />11 "J" TRACK (1?
<br />PANEL HANGER
<br />]74
<br />-- 3900 ii+-z . Nmet-IB ALLOT
<br />a
<br />y/
<br />l'79
<br />(1 1/4" WIDE)
<br />FOR PANEL
<br />r_ T____-"i I
<br />- _ ____ (__-+. -1 oez'
<br />31r ,�• • 470 .21. 'MeN;'S r
<br />--_.I . ---- - _. .-___-
<br />i
<br />,.s71• 1 � �
<br />SOW S-( p O 1.125' 660' 2 -
<br />+ MIN • ®
<br />(USE ONLY E-Z HANG STORM
<br />y�Q~�' CEN'p,,•
<br />d V -•C .I 5TS1EM) 606J-T6 ALUM. ALLOY
<br />_ ��Tsss
<br />: No. 44167 FLOIIDA BOLDING CODE Hon IN n VNoct HuMCOM ZorN
<br />.
<br />I-_ .-I
<br />I'Dp� 12r i4, ir, O T-
<br />Deb. :, 1.201•I k° � )------I- -I--- -
<br />(TV., L OSO•
<br />CL STATE OF
<br />%
<br />Pam nMmD. 9t
<br />:'
<br />f,P.
<br />24 OAT, GALVANZED STEEL 5fd1Y PANEL MPBN p:
<br />L-- - 2.000---
<br />�L
<br />i.-I__. ,0. `SEE sECtpNB -- __. _...�•
<br />YO •., f ©p
<br />:G��
<br />IL ECO1«e.
<br />orMTE.
<br />AL PROlEC110N PRODUCTS, LAC. GMe
<br />1© BUILD- !T
<br />_
<br />"F" Q BUILD -OUT "F" TRACK 1 S 3 ® WASHERED WINGNUT
<br />�- EOOyy���
<br />`
<br />� / y � "14A
<br />R.----n MHM
<br />r , 0A0.: "'w: "m --t.H
<br />4M LW. 51 STOW
<br />GOAL ti ]31,1
<br />=_(MH>,eliTe4a Pvc t»4>se9 6»7 20-) 75
<br />�� aIEWIFNe r
<br />TRACK ANGLE
<br />(ZAMAG 3 ALLOY)
<br />F.E EN./k040V1[/QE[
<br />WY.1[R AlIMD71N.. PE
<br />O0 I ` S RST s M to
<br />CONCRETE ANCHORS _
<br />(SEE SO4MU OM
<br />SHEETS 9 THROUGH 11
<br />EXISTING POURED
<br />CONCRETE REIX%RCb-;
<br />I
<br />_-_�--._.__ I
<br />1
<br />1
<br />I ®--
<br />1
<br />M
<br />1
<br />1
<br />1
<br />G'IS
<br />I
<br />1
<br />I
<br />1
<br />I
<br />1
<br />i
<br />i/i eG n�
<br />l
<br />I _.-- -
<br />-1 �
<br />NBL ARIlP4
<br />I
<br />I
<br />' 1
<br />!.
<br />IBOM aQ r-� i.' MeP
<br />-._ - -
<br />1
<br />1
<br />t
<br />-1_ 111
<br />1 PANEL LENGTH
<br />(SET sCHEWLE
<br />tin.-
<br />1
<br />-
<br />T � -
<br />ON SHEET 7)
<br />TTO GLASS
<br />(SEE SLED LE
<br />;
<br />i
<br />- 1
<br />,UDR
<br />ON SHEET 3)
<br />/
<br />1
<br />0< 1,
<br />I O
<br />,
<br />I
<br />I_.
<br />MAX.
<br />I
<br />1
<br />1
<br />O1 1 OG,
<br />1
<br />1
<br />I
<br />I
<br />OF WALL OR SW
<br />CONDITION)
<br />CONCRETE ANCHORS ' IMMI
<br />(SEE SCHEDULE ON ---EA.---'
<br />SHEETS 9 THROGH 10)
<br />l 7 ••; • 1
<br />�31TI;'.i�
<br />ALTERNATE CONCRETE
<br />ANCHORS LOCATION
<br />-TSEE SCHEDULE ON
<br />COSTING PORED CONCRETE
<br />SHEETS 9 THROUGH 10)
<br />OR CONCRETE ROOK
<br />REQUIRED.
<br />TERNATE LEG
<br />I'
<br />tTON
<br />CONCRETE ANCHORS
<br />/
<br />�. / ~
<br />s•-xa,• Ss M2. r mur
<br />. 13 t/r o.G /
<br />-_�_ _
<br />(SEE SCHEDULE ON
<br />-
<br />y ,?
<br />SNEER 9 THROWN 10) f
<br />,
<br />_- _ _._.
<br />I/Ib-xK l
<br />ED.
<br />7
<br />-�.
<br />-
<br />, . KAD
<br />�_
<br />.
<br />' � I
<br />;
<br />I
<br />1
<br />-�
<br />TO GLASS t
<br />(SEE S ON I
<br />I4-.Nr1•
<br />/
<br />sT LDus r
<br />AT
<br />f---.
<br />E E
<br />_ `'= .�
<br />FA O.EIA�
<br />ADIRN a017-(n PAN0. LENGTH
<br />1
<br />(SEE SC EDULE
<br />EXISTIiW_I
<br />I�
<br />i. _
<br />,
<br />_- _. _ _
<br />ON SHEET 3)
<br />ED.
<br />i..
<br />COCRETE ANCHOR$
<br />(SEE SCHEDULE ON - -
<br />SHEETS 9 THROUGH 10)
<br />E.D. a EDGE DISTANCE
<br />(SEE SCHEDULE ON TOP h BOTTOM MOUNTNGS CAW BE
<br />SHEETS 9 @ 10) COMBINED N ANY WAY TO SUR ANY
<br />INSTALLATION.
<br />N 4 1 I ,11
<br />1 •1:1F
<br />=/1f--- ; � _O 30,E
<br />I OF 'V
<br />i MAX.
<br />1
<br />I l I
<br />Siam Ian
<br />1E
<br />EXISmIG POURED CONCRETE
<br />REOU
<br />■ e s ,H on CONCETE ANCHORS I
<br />1• MP.
<br />PANEL LENGTH
<br />(SEE SCHEDUI.E
<br />ON SHEET 3
<br />FOR SPACER (�
<br />k SOHEDIAE
<br />ON SEEI5
<br />9& to
<br />•({a
<br />SPACER
<br />MR
<br />,
<br />ray
<br />}
<br />BOR
<br />F 'L'
<br />WAX.
<br />(SEE SCHEDULE O
<br />SHEETS 9 THROUGH 10)
<br />w
<br />L�-- i_..._ -1
<br />� 912 1/a" LONG MAX. ALUMINUM
<br />�.A SPACERS O 6 1 4" O.C. VALID FOR
<br />"WND PORED CONCRETE
<br />ALL DESIGN AIB PANEL
<br />LENGTHS PER SHEET 3.
<br />OR CONCRETE BLOCK
<br />aE0URE0.
<br />_,
<br />t' WX. LONG ALLRANNIM SPACERS O
<br />'�
<br />12 1/r O.C. (SEE TABLE /1 ON
<br />SHEE,' 9 a 10.)
<br />SCALE 3/8-1'
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PAN I n
<br />INTO EXISTING WOOD STRUCTURES
<br />-L-_1.. j ;/4•• LAO SCREWS O I O.G. W/
<br />1 1/2' NV+, TMW-40 D Pp�TRAMOY 1
<br />_ ,/4'• LAG SCREWS 16. O.G W/ ro EXISTING WOOD HEADER. :.
<br />. (3 IPI1. i ED t/4.4 RIG SGRF115 O e' D.O. r/
<br />t/2- WA. THREADED PENETPATION �- it MT OR ON EDGE 1 ' INV. iNF/N)ED t1011
<br />PET.
<br />m ETDSTIG W000 HFADR. EX
<br />4 COnI /tb1' SM.S. �� m EX6TIG x00D ,1O1D[R.
<br />(
<br />I I e G CND OFQ 1 4'•-20P3 Y3.
<br />I 4 C-t. III.,- S.M.S. \ I 6 Gerd W+/ T/6 WrIG
<br />'�.'
<br />/� NUT O 2 O.C.
<br />• FA ETO O Q X 5?� A! .c
<br />4 Ca i
<br />1 1 1•• 1M1• SINS
<br />AG Yn e
<br />T St,Er*, e C/ i
<br />a••- 1• , • I ND a
<br />7oa3 S' Mn. D E
<br />.,,
<br />I / lr .•1_ I_- MEAD �/ )
<br />.`� (SEE DETAL 1/24 k NS 7/6'••.TnI' TO [EXISTING WO .E.m
<br />LA BfA�_
<br />ALOE
<br />i � R )
<br />r-f TESL k
<br />4 GOAL i •' /!. (j Fj
<br />.��
<br />Wppp NE�p�R s/1s' AAPn. POP RNET /tsar SYs. -
<br />I 1 5 IEW]AED ml 11-1 YViN OF EVER, ® • FA END OF ® \ % 1. 1•�`
<br />s
<br />7 7
<br />I i�uRED R ( 1 I/24 k I
<br />OA
<br />1 _ NO
<br />---L44--- B
<br />1•-� -
<br />I ' WOOD HEADt+ REWREO i I
<br />' 2 e/Ir NIA. I - '/•'• 1 1/•' 5
<br />I 1//4'•-xOaJ/.' Y. SCREW Y
<br />2 9/1e• Ib,. ; SEPARATION 1L5. W/ � T BYaT/32/ -
<br />sEFARRXw i!•'•-21/.14' $ m CIA$& ]/e-b] $' M)f -
<br />TO GLASS. M13L YW/7T/i. 3/sr i N 9• Ir O.0 W 1 2 7/3• � f
<br />, f
<br />EVERY OVERTOP I .. 4 ' t 4`I-2W3/4' - STOP CLAS
<br />' ' g ;. uE SCRtW w I ,it'•-x(Ns/.' N
<br />I . 1 2 9/i6• MF. 7 'IP] •/ Y/BSCAE/Wuf
<br />. _�_
<br />i WN9NU7 e
<br />$-jI TS pQASS. 1 MNY 0•FW/Po
<br />"°" OYEI6AP I
<br />I Ia i I 9 -
<br />( ! I I
<br />t �-
<br />I
<br />; r M
<br />H
<br />QQ r� r
<br />I x �', I 9 K
<br />J x! ^ '� Si r j 4 Y f
<br />S O�
<br />; 3 Lbne , XIS
<br />�, I 1 AY-20.J/4• ILS. u
<br />> I
<br />1I .I
<br />..,' � W
<br />1 1- 1 -- - _.- - • ,r o�c f .I 11 r q 1 LV
<br />1 I
<br />l' 1_
<br />u -_ (2'd' AIPa_) 1 .m. �C_�f f
<br />oII_ f
<br />'.1�,
<br />4 - --1 _.
<br />L.. 1 4'F-xD. T/4' LL5. v I 1 4•F PANFlAM1E F / D 6 I X
<br />Ef 2 1/18'a/.3,,3_T�pW]R'..MR GOAD- u �I
<br />A��
<br />i T �INTEEE, _ _L- _ _l T,4'r_20.3,4• Y.5
<br />dl 1TKlM / ( ROTE to BELOW) PCNETRAn" 12 1/2- OC. , e/ T/p'63 32' YMCA
<br />-
<br />L
<br />( P. �-� Nn OR I,IF_20.3'
<br />1/1'• LAG sc4Lws . C O.G W/
<br />I: 1 I r ,NVL i1VEA0ED PD,ETRA . a --I'"' Q AI* 1/4Y- 1• ME. W/ I 1.2]0 THtMM5 , (SET
<br />_ I NOTE IA
<br />.eP_Y(�-,.� D Ali A SORES 2000 OR MTod1 7�IP/a4Sx"(/•�N3-3Y2'g3 II. 11••NUT
<br />0EN 4'Nl/l"
<br />t2) 11-10 PANEIWTE PlllS W/ iMMBSGMW ( NOTE to EL011) ''. B ; YS W/7� /32•
<br />1
<br />i e5 ow ac nwma . , 2 . `, c Y:Ic aA nc
<br />�E��
<br />M1n. (2)- 7'M' EE7L 1 1 /2' wn THRFADD RPDIEIIMig11 I E1/2- Yh THREADED 6PENflRA.
<br />WOW -r EriwO. E
<br />r1nTE EDGE �OjERNATIYE 2"'W WnX ORLi. "E"'W"D a NMYOn+ a MiE
<br />�� MT OR ON EDGE NW, 2'as' WC0D
<br />'jJ ,�a�N-��NG
<br />SCARE 1/4--t' Mr OR ON CDKI
<br />L3aL`il;`M.OiifMi PLATE REWMED Mt
<br />"W
<br />ALTERNATIVE I _
<br />SCALE t/4'.1• : 1 '.
<br />FLOOR TO CEILING MOUNTING
<br />xDEEs
<br />X 1r4 lu •rEn,wu ALTERNATIVE 4f2W
<br />1. INSTALLATIONS ARE ONLY VALID FDA aUED"Z WITH A.S.D. DESIGN LOADS L� W1IHHMIIN SCALE 1/4--I'
<br />lA TO +tNs O, -75.3 AM AND PANEL'S LEGTH W TO V-10'. PA A. T!( TE�rj �� 3 W
<br />jr �,Rt' jk
<br />2. FOR NEW WOOD HRAYE OONSTRU1CTIM MOOD MEMBERS TO IE SOUTHERN BL- W \•'t 1 :•4! 5CAE I/4'-I'
<br />PINE t. 2. W/ SPECFIC DENSITY O 0.55 OR EOIAI" • ��Q vGENS �-
<br />:.�9�s
<br />f '•
<br />FLORIDA BUILDING CODE HI h Velocf HUA1COrve Zons
<br />�� i : N0. 4 , asD2D nma NG.
<br />* c
<br />SEE SPECFIDA AND RT:OURDETIrs i011 M OP B XAI TOP A$ * 20 GAGE GALVANIZED STEEL STORY PANEL oRaWI n:
<br />AS PAIL
<br />YELL CD,aNit11D1A ro TINCKS OR AT BASED ON YOOAO s f
<br />,ODD a mDD FSTAIIATHDN rrPi aN 2 AEw.e�APLW = -a'• STA OF �' �� LOBAR PROTECTION PRODUCTS, LLC. RNE'E"i0
<br />- _
<br />p ' an:
<br />FC o'
<br />%-__ - - �L E C OaMac
<br />ND1E ITR „Tor,Y sR+Yv.A. dLSEIIALLTrvE TOP IAI<<Anro A^'•. \ i
<br />WOOD FRd� 0 +aro Lr. s1 STREET
<br />n-
<br />�,�(Cs+''••.... •Fj / �34�J-Ljj TYH ANY D+1E ti
<br />'E�
<br />alw rAXI,c (u,pO.m
<br />FAX14
<br />"I a aW A MDNSTINas ON BE cD,eI.ED R ANY S/ LAX: 1•a4)b9-en, 20-176
<br />WAIT m SUrf ANr OiSULIATON, ~' uPN aIA-0006~Y 0M) m-i-
<br />N`"•bION
<br />sCJWE 1/4• - /' I L sta%O,u*IMCDAZ „Y Ognso R:
<br />NOR : s,A1TrDt ,RACI15 MOT 510rM1 FOR l%AR(TY ANTEt A ALIT ... PL - Man M N xe
<br />N,7
<br />O�4F�-e n
<br />� •;TIP-•
<br />MAXIMUM PANEL LENGTH
<br />L+ OR L- 11. D
<br />c>
<br />MAXMU M AS.D.
<br />PRESSURE RATING
<br />(p.s.t.) (+ a -)
<br />CONCRETE a WO70
<br />INSTALLATIONS t
<br />L+
<br />L-
<br />2aD
<br />12'-0'
<br />12'-0'
<br />210
<br />12'-0•
<br />ti'-e'
<br />Sao
<br />II' -I•
<br />No'-9•
<br />AO
<br />to'-10'
<br />10'-0•
<br />40.0
<br />r0'-I•
<br />9'-4•
<br />43.0
<br />W-6•
<br />a•-0•
<br />Sao
<br />r r•
<br />4'-4
<br />Se.o
<br />8'-r
<br />6•-a'
<br />- 4ao
<br />6'-r
<br />r-r
<br />6L0
<br />el-D'
<br />r4-
<br />Tao
<br />r-a'
<br />r-a
<br />75.0
<br />r-s
<br />6'-10-
<br />Im.o
<br />r-2.
<br />6'-r
<br />Sao
<br />r-6•
<br />6'-s•
<br />90.0
<br />6--9•
<br />6'-2'
<br />Rao
<br />6•-9•
<br />6'-0•
<br />100.0
<br />6'-5'
<br />1'-t1'
<br />/03.0
<br />6'-3•
<br />S'-6"
<br />Iran
<br />-
<br />3'-r
<br />1r3.0
<br />-
<br />3'-C
<br />/r9.8
<br />3'-3'
<br />[LNG YL AND CORRESPONDING 2/4 1 /4, 3/4, 4/5. 5/5 A 6/5
<br />CNEDULE ONLY FOR REGULAR STORY tW/6. 2W/6, 3W/7 III 4W/7
<br />RETE. CONCRETE BLOCK t M�D (t) 3• VA" - - �tsFF 1D L)E oN - -- ----�-3' MA`-
<br />SRIOLE PANELS(1i tTlSiRAil11® AT EACX '-i• MON. j 0 / - t' YM.
<br />ENO WITH TRACKS (3). n. 0 A 0 MR 0 O ' O
<br />ORECi IIOUIITED AT EACX ENDED D.M.. .( , 4 . �T-1--I-r r-1--i-r-F-'7--r-r-T� ,/ r r-I-7-r-r-T-7-r-1-I -f�
<br />MAXIMUM PANEL LENGTH
<br />l +' OR L- it. D
<br />MA MUM AS.O.
<br />PAESstIR[ MTNC
<br />(P..F.) (+ or -)
<br />CONCRETE a wow
<br />INSTALLATIONS t
<br />L+
<br />Lr
<br />20.0
<br />I4'-4•
<br />r3•-0•
<br />230
<br />12'-10"
<br />1/=r
<br />AO
<br />Ir•-e
<br />ro•-r
<br />AO
<br />r0'.to'
<br />0'-0-
<br />40.0
<br />0'-e'
<br />e'-2'
<br />410
<br />0•-I•
<br />8--r
<br />Sao
<br />e•-7'
<br />6'-2-
<br />SSO
<br />4'-J•
<br />r-9'
<br />Sa.o
<br />4'-0•
<br />r-3•
<br />05.0
<br />7•-Lr
<br />r-2'
<br />Tao
<br />7•-3-
<br />6'-Il'
<br />710
<br />7•-2•
<br />6--B•
<br />80.0
<br />r-0•
<br />6'-3'
<br />ASO
<br />7-0'
<br />6'-3'
<br />Pao
<br />0'-e•
<br />6'-I•
<br />03.0
<br />6--7'
<br />S'-10'
<br />/OOD
<br />w-r
<br />S•-r
<br />1aso
<br />6'-3•
<br />3' 4•
<br />I TOLD
<br />-
<br />S'-i'
<br />/10.6
<br />I' -a'
<br />WIWUM SEPARATION TO GUISE SCHEDULE
<br />MAXIMUM
<br />ANEL LENGTH
<br />/WIND SPEED 4 170 ..p.h
<br />WIND SPEED > 170 m.P.h
<br />(In)
<br />UNRESTRAIED
<br />RESTRAINED
<br />IlN1ESIRNNED
<br />RESTRAINED
<br />30 OR LESS
<br />i•
<br />1•
<br />6'
<br />6 ,/4-
<br />>33 TO 90
<br />I•
<br />1•
<br />7 t/2'
<br />7 i/r
<br />MINIMUM PANEL LENGTH (In) FOR A GIVEN MOUNTING CONDITION
<br />TIC
<br />I�,1,1,�
<br />DIRECT
<br />MDlO(T
<br />HEAADEP
<br />AD
<br />'U'
<br />HEADER
<br />'STUD
<br />ANGLE
<br />T
<br />TRACK
<br />�
<br />W
<br />-r/TTsRREAcCK
<br />CLoLRFS
<br />-
<br />DIRECT WOW
<br />46'
<br />32'
<br />32'
<br />35'
<br />55,
<br />1.
<br />SO•
<br />4
<br />14*X1.5• STUD ANGLE
<br />W
<br />32"
<br />32'
<br />32'
<br />4s'
<br />38•
<br />3a"
<br />i
<br />'C TRACK
<br />SS'
<br />Sr
<br />lr
<br />42'
<br />6r
<br />1.
<br />W.
<br />1
<br />M SEE
<br />5o'
<br />St•
<br />Sr
<br />38'
<br />60•
<br />54'
<br />S6'
<br />®Iuolu I I
<br />� _i-_ l_ 3
<br />- - - :-1------ - --- f - --
<br />A -' -�- �; --f- _ - 11
<br />ll�t - .
<br />INBWTED PANELS 1 I I BOL1Ep PANELS w/ i M-20Ai
<br />(SEE SECTIONS AS I F I S.S. M.S. BOLT W/ ( O FCA DVFRW
<br />!-_1APP� lLE'.I ;...1 :�`, _ i. 1. .0. ,r` `SEE SEC i A lAPP`� i' I
<br />( I•r' I i f I W
<br />D.M..�.® I - - ----I - - - - - -+- --
<br />® Of ® uAx .. - 3' Dux
<br />- 1, INN. 2/4 1/4, 3/4, 4/5, 5/5 A 6/5 '" MN.
<br />1 W/6, 2W/6, 3W/7 h 4W/7
<br />_.- -...-_ -ANCHORS (SEE SCHEDULE ON BEETS 9. ,0 All)._ ._.___. -_
<br />REGULAR STORM PANEL n ELEVATION Iv4• GAP
<br />zear N.TS.
<br />MALL GAP -r-O SECTION A -A
<br />1 N.TS.
<br />worm
<br />Oil) L+: MAXIMUM AUDYABLE PANEL. LENGTH TOR A GIVEN POSRFh A.SD. DESIGN LOAD.
<br />L-: MAIL MIOWVBIE PA a LENGTH FOR A GLEN NEGATIVE ASD. DESIGN LOAD.
<br />(2) PROCEDURE TO DETON04E MAXInM PANEL UEGGk
<br />GN4N A POSIIWE A9.a DESIGN LOAD. DETERMINE MAXIM M PANEL LENGTH %+ FROM SCHEDULE
<br />GWEN A NEGATIVE ASD. DES" LOAD. DETERMINE MAIOYIAM PAIL LENGTH 9.-' FROM SCHEDUAL
<br />FI AL MAXIMUM &LOVABLE WIQ LE GTH a EQAAL TO THE MBIIMI DETERMINED PANEL LENGTH
<br />BETWEEN Y+' AND %- .
<br />(3) SEE SCHEDULE BELOW FOR MAN. PANEL LENGTH FOR POROSITY O3YRI RATION
<br />t NSTALLATIONS INTO WOOD ARE LIMITED TO t e3 p.LI. MAX ASD. DEMON PRESS RE RANG
<br />9. 10 k I1 FOAL MAX. RSA. DESIGN LOADS k ANAL PANEL LENGTHS FOR
<br />*
<br />� ..
<br />o. 44167 %. It
<br />TATE OF * - �
<br />.m ixnm wG
<br />I L E C O 1 «O.
<br />24 GAGE GALVANIZED STEEL STORY PANEL
<br />„'A1'I1,
<br />GLOBAL PROTECTON PRODUCTS, LAC.
<br />°2`=P„ '°
<br />• Qom'
<br />,,Fs••
<br />0 I,
<br />RID
<br />•
<br />H.rxAAraeaa..
<br />4Y00 I.Y. OI ARMED
<br />DOE.PL333I.
<br />h S
<br />�•{ //
<br />\
<br />• 6
<br />11�w : 00 w--.r . M- , R,W --I-
<br />PINOME: {«4)M9-Tsa, TA4 (RI4)M-o7I,
<br />20-175
<br />bb"-/
<br />Nd
<br />-_ r1�.er-
<br />-.- -. a �,.. ..e -.
<br />oMMIND NP
<br />INTO WOOD STRUCTURES -, ;O�n .-_----�
<br />- - -TI
<br />-`- i
<br />\ 1111
<br />�Ii11
<br />J
<br />�:-- (�SDNEDRRF oN x�( (SF25
<br />_._-_O,/1'•-gOrKp
<br />I SHEET 1t) g2,..(CI 1 I
<br />�OLi ,_. �v-'-
<br />_ __✓/-_.. --•
<br />Ili
<br />�' 131Go,
<br />I ,., 1
<br />J .'. i CIA �. --------_- -} ) 1, M-
<br />i.. ! I I __
<br />WOW - Z _. III I BLASs�'i (SILT SCHEDULE
<br />�1/4'
<br />REWIRED- -
<br />( SpEDIULLE DN t ( .'. 1 --------------._... -_.L.-- - oN BHRT 1 FOR
<br />I IA. " 1 4• SUET tt) , I r -SPACER
<br />y._�
<br />i t ('� _ I
<br />1/2•I
<br />DI of r
<br />J - I- I � i .G
<br />.. I I MAX.
<br />-- I
<br />/ 2 _. - T... __ _- __ WOOD HEADER -� r 1 ED (
<br />. . I - REWIRED 1 _ _____ I
<br />Min - : Mfn. \� - C
<br />_ -___
<br />I i EOI
<br />( I lJ i ' 1� I -.-. _1
<br />' + I L I� I' MAX. LONG ALU INUM SPACERS • 12 1/2"
<br />: / I
<br />I I EJ O.C. (SEE TABLE /1 ON 94MT 11.)
<br />I O ' � i SEE NOTE - BELOW FOR LIMITATIONS FOR
<br />1
<br />1 SEPARATION 1 .I I 1 t/2' MONO SLEtVLS.
<br />�TO GIA55. 1 PANEL LENGTH I I PANEL LENGTH
<br />(%i SCHEDULE I
<br />I DN SHEET S) I (SEE scHEDLLE 1 1 (SOENNE sGEDuIE I'
<br />P MA R P
<br />_ ANEL TE E E 0 ANEL MATE
<br />ON SHEET 3) l_ 1 ) '- j
<br />- CHILD
<br />t/.-A-sa,•
<br />1 1 .. f PLA)5 ('R SCHEDLAE OM BEET T 1)
<br />Irl
<br />t A/' -1 ATLA 15 r I ADP. I \ ) '
<br />_ 1
<br />EIXIS'SiING I �..i _.._ .TIDED- rLNa- _ -e'I -I GRASS �(5EE SCHEDULE � PLATE REOULRED .
<br />1 I I ON SEET 3) I DIRECT MOUNT W/ SPACER
<br />-__ AL AnYE 2WW
<br />I i SO:[ 1 `-' I O t2 I/2' O.C. SEE TABLE /1 ON SHEET 11 FOR MAX. PANEL LENGTHS k
<br />1 I MA%. AS.D DESIGN MOMS FOR 7/91 INSTALLATION.
<br />I I W.L.
<br />EO
<br />( I MAX.
<br />®
<br />- - -
<br />\ u -3 4' .; j O t2 t/2' O.C. EO .. I \ 1
<br />rr__ -
<br />I
<br />I -. - WOOD * * EIOIE
<br />- -.
<br />ED I - _-1 _ STAGGERESIW
<br />! i Y _ _._ _. _- __1-
<br />(SEE SL'EEDLAE ON SPACER M UAY E I ,/r LOG F:
<br />\ • ,
<br />I. SHEET I1) (1) MEMIAIW t/ LMITED m A ONE POW @LWM 4 WIN Ir-W
<br />rX4" WOOD -� ,11RDIE: RIM MUM NOW MMff ONE E A RRMCfION FNW NR
<br />_
<br />PLATE REWIRED �� WOOD ANCHORS II ■a0n6 NOWT MIIIpnY ROHGRD ON s6f tl)
<br />STAGGERED W/'RCA '' YYt 6E31IIAATHDRN m GLA86 e010VPD X4" WOW
<br />oN OHM 3 MIN « OWXOM 10 1 P /S - - _ TIE REWIRED (2) AN"" eme THIN ON/ORENT SA DA4 WIFE "W" 0 O
<br />(SEE SCHEDULE ON LOG As M Fa3DAR6 qE _--_ - - PAR MAIL RM) SNARL K FORCED MMMM A 0 1/4. O.G
<br />II ; SHEET 11) COPUM WON ma a A L>BCmmm mm Tx 1/2• Q.C. sp.em MLOM ON
<br />., �'
<br />, (1) WM.M ASO DOOM INEIITRAE
<br />MM 0 -ft -0 MA. (3) Ma 34 06K FAD, LE GTH ■ LYRD m Se• A ANY oIOM
<br />. -- GO hoi=m am PMM LDGM E WALL MOUNUNJ f DIRECT MOUNT n�EDULEE Ow III. GRAN uI°°I PA"°' 1E"°nM ALLaE'° ON
<br />M.
<br />ALTERNATIVE = (4) 11/2• I= WAM Ca6aBNT /•A Of" K AS ICWAM ON
<br />WALLpyM♦OLIONG t» TImm PAM EaMUANM E OILY
<br />SCALE 3/6-1 S14T L NEMLAIOI OF I I/r LINO: PALM WI 0/ OLY I 1
<br />ALTE�TIVE i W WO AN DOPMP VOW INK IRMA. WUE POE 00 BONDS 1, 2 NE 3 AB ovum YF AM
<br />SCALE 3/6-1• (4) MMLAr4N WAD OILY FOR WIND =SLVV OW AM M 202D (7I1 EWYOO O• AE FLORIDA
<br />ZORp 1, 2 a 3 PEN AMU E
<br />26s-oa
<br />ER A:.T��tij
<br />Qy •..
<br />tlQ71S �Lr'' �CENS'':`/�
<br />FLORIDA BUILDING CODE Non h Veloci Hurricane Zone
<br />.m ALUM SIG' 24 GAGE GALVANIZED STEEL STORY PANEL fA.
<br />NOTE FOR COMINADDN OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. _ F NO. 44167 V.
<br />xK
<br />DESIGN PRESSURE RATING (P.s.I) AND PANEL LENGTHS *! OW-r:
<br />BE AS PER SCHEDULES ON SHEET 3 FOR =
<br />TOP k BOTTOM MOUNTINGS CAN (EXCEPT
<br />COMBINED IN ANY WAY TO SUR ANY ALTERNATE 2W') STATE 0 - - GLOBAL PROTECTION PRODUCT'S, LAC. W/D/IM
<br />. , beC
<br />IL E C O 1«�C�
<br />INSTALLATION. •. F(ORID -- - 4eGE Lr. 3, sTN¢I
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD e,, io IMP a r as WN9NA aNAm4 n -R Dav, FL 333M
<br />S%""'•'••N �- PHOW FA+A 20-175
<br />KEw�-sm --`- (Mger-7Na (OK)aw nn
<br />MEMBERS TO BE SOU THERN PINE No 2. W/ SPECIFIC
<br />DENSRY OF 0.55 OR E(N.AL. bNN E %A Cm A l"m .IN. 'L. av H-te 4w ow 9 a le
<br />N/
<br />NMMn,Ar lSIE711 ! r-i IMLn amYa /train
<br />(C)
<br />t. SROW PANEL SHOWN ON THIS PRODILT EVALLA7TON OOCilYEN7 (PE-0.) VAS BEEN VERIFlED FOR CONPLMNCE w ACCORDANCE - ,/4'0 TAPCON ACHORS. AS MANUFACTURED BY I.T.W. 6uILDE%. INC
<br />WITH THE 2020 (7th EDITION) OF TIC FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - %14-10 PANELMATE FEMALE 0 AND PANEIANTE PLUS ANC,IORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY HURRIGWE ZONES (MNA-DARE / 9ROWARD COUNTIES). - 1/4.0 LAG SCREWS PER N.D.S.
<br />DESIGN WND LOADS SHALL BE DETERMINED AS PER SECTION IWO OF THE ABOVE MENTIONED CODE. FOR A BASIC WINO - 7/16.0 , 5/8• WOOD TR/SIIIG. AS a5TR19UTED BY ALL POINT SCREW. BOLT k SPECIALTY CO.
<br />SPEED AS REWIRED BY THE J RtISDICTION WHERE STOMA PANEL WAS BE INSTALED. AND FOR A DIRECTIONALM FACTOR
<br />K -1 N M A T
<br />D-O 85 U50NW ASCU 7 6 AND SNAI O EXCEED THE HAY UM S D DE90N PRESSURE RATINGS INDIOA ED ON SHEETS NT
<br />( ) C.1) THREADED PENETRATION O W000 OF TAPCON ANCHOR$ SHALL BE t 1/r ANO Z' :OR ELCO PANELAATE PLUS
<br />AND PA
<br />1. 9 TH861 12 EF 17. id. AND PANEIMAE FEMALE IO.
<br />IN ORDER TO vERN1' THE ABOVE C011OTION, lL7Ik1TE DESK// WINO 1L7A01 DETFRMNED PEA ASCU 7-78 SHALL R FOPST
<br />REDUCED TO AS.D. DESIGN PRESSURE RATING BY MULTIPLYING THEY BY 0.6 N ORDER TO COMPARE THESE W/ MAX. (&S.D.) C.2) MINIMUM THREADED PENETRATION OF <AG SCREW. INTO THE WOOD FRAME UNIT SEAL BE 1 1/2". NO THREADED
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 THRU 12 a 17, 18. PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REWRM THREADED PENETRATION.
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 331t INCREASE IN ALLOWABLE
<br />ACCESS FOR WITH LOADS WAS BD}; USED M THEIR ANALYSIS. FASTENERS SPACING TO WOOD HUTS BEEN DETE1M,iNED IN C.3) MINIMUIJ EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL R AS INDICATED IN THIS DRAWING
<br />ACCORDANCE[ WITH ND.s. zo1e.
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERFIED IN .ACCORDANCE WITH SECTION 1609.1.2 OF C.4) MINIMUM PENETRATION OF WOW BUSHING SHALL R 5/8-. 1/4" 0-20 SCREWS USED SHALL BE 1 1/2- LONG MMMUM
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORKA REPORTS %OB14.01_01 AND #0219.02-09. AS SINWID STUCCO EX15T, AG 1' MDaMUM FDI WALLS WITH NIO SiLI---
<br />PER SSID 12-99 k ASTM E 330-02 STANDARDS. AND AMERICM TESTING LAB SOUTH FLOMOA RETORT I1123.01-I0 AS PER
<br />TAS-201 AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1804 OF THE C.5) IN CASE TIAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE COSTNG
<br />FLORIDA TRRLDING CODE. WAL ANCHORS SHAH BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />ANCHORAGE SHALL BE AS MENTIONED IN C.1). C.2) k CA)
<br />2. ALL ALUMINUM EXTRUSIONS TO BE 6067-T6 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTEO). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL O THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTUM.
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H1a ALLOY e. PANELS MAY ALSO BE NSTAlED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (SHEETS 4
<br />4. ALL STEEL SHEET METAL PAELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTM A-6A53 GRACE 80 MNIMUM, G-60 GALVAIZED TFREOIICH 5) EXCEPT THAT HEADERS® a® SHJ.L, NOT BE USED.
<br />STEEL DESI G ATION W/FY- 12.2 bi (AFTER ROLLED). 9. R SHALL BE THE RESPONSIBILITY OF TIE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />5. ALL. SCREWS TO 9E STAINLESS STEEL 304 OR 316 AJSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER OHN ATTACHED TO INSLIR[ PROPER AIC1/0R1Ck. THIS SNURER SMALL ONLY BE AlYAC1EA TO CONCRETE. BLOCK OR W000 FRAME
<br />f3UIl0wG5.
<br />SOOIe W/ 50 Hsi Y1F1D STRENGTH AND 90 k0i ili9LE 'TRENGTTH AND aHN.I COMPLY W/ FIORiM BUILDING C00E SECTION
<br />2411,3.3.4. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90", AS PER SECTIONS I, 2. 4, 5, 6 AND ALTE73NATNES IW, 3W k ON ON
<br />6. BOLTS TO EtE ASTY A-307 GALVANIZED SiEEI• ON ANSI 304 SERIES SiUMIRE55 STEEL. MOTH >a hai MINIMUM WELD STRENG7M. SHEETS 4. 5, 6 k 7 RESPECTIVELY: SHAL HAVE A LEGIBLE AND READILY VISIBLE MARKING W61RUCTNG OWNER OR TEFIANT TO
<br />SECURE PANELS WRH APPLICABLE ROMF'ORCEMENT DURING PERIODS OF HURRICANE WARNING
<br />7. ANCHORS TO WAS SHALL BE AS FO(LOWS: 11. THE INSTAU.ATON CONTRACTOR IS TO SEAL/CMAK ALL SHUTTER COMPOENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE BUILDING TO PREVENT WIND/RAIN INTRUSION.
<br />(A) TO O(t5T7NG POURED CfMN:RL7E:
<br />- 1/4.0 TAPCONN ANCHORS AS MANUFACNRW BY I.T.W. eaLDE%. ITC. (Min. F<=3192 P.O.,) 12. STOMA PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUSS ANY IBU DING AND ZONING REGULATI NS
<br />- 1/4• • a 7/a" CAW( -IN ANCHORS. AS MANUFACTURED BY OEWAL,T INC. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO.
<br />- a 3/4- SOLID -SET INCNORS. AS D5IT6BUlTED BY ALL PORfT SCREW. BOLT a SPECIALTY CO.
<br />(w. 13. (a) THIS PRODUCT EVALUATION DOCUMENT (PLED.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION
<br />(WTI. 'IDOL OIL)
<br />- jIM 10 PANEIAATE FEMALE IO a PANELMATE PLUS ANCHORS. A$ MANUFACNRED BY ELfb (bNSTRUCIION PRODUCTS. FOR A SINE �ECFC PROJECT: i.e. INHERE iME SIRE CONDITIONS DEVIATE FROM TFE P.E-0.
<br />0
<br />- 1/4'0 ZAWLC NALN ANCHORS. AS MANUFACTURED BY DEWALT. INC.
<br />(R) CONTRACTOR TD aE RESPONSITRE FOR THE SELECTION. PUIICHASE AI'IO 15TALLATION 1NCLuaNO lSE SAFETY OF THR PRODUCT
<br />BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVOTE FRO/ THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />A I) MINIMUM AEM OF TAPCON ANCHORS INTO POLLED CONCRETE SNAIL BE 1 J/+-: 2' FOR ELCO PNNELMIiE ANp CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSOUrT.
<br />+ 3/1' FOR ZAIMC NNLN ANCl/ON5.
<br />OR ZA
<br />(E) THIS PRODUCT EVAWTKNN DOCUMENT WILL BE WNSIDEfED INVAUD IF MODIFIED.
<br />AA2) CALK -IN a SOLO -SET ANCHORS SHALL BE EMBEDDED 7/8• INTO TIE PORED CONCRETE. NO EMBEDMENT INTO
<br />STUCCO SHALL BE PERMITTED. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO EXIST. (a) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A TIMM REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />AND 1• MINIMUM FOR WALLS WITH NO STUCCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WOL BE RESPONSIBLE FOR THE
<br />BUT WITH RNIG NUT'. PROPER USE O' THE P E.O. ENGINEER OF RECORD. ACTING AS A DELECATED ENGINEER TO THE
<br />P.F.D. ENGINEER, SHALL SUBMIT TO THIS UTTER THE SITE SPECIM DRAWINGS FOR REVIEW.
<br />A,3) I4 CASE THAT PRECAST STOMA', PRECAST CONCRETE PANELS• PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO PEACH THE MAIN STRUCTURE BEHIND SUCH PANELS, (a) THIS P E.O. SHALL BEAR THE pelf AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHOR" SHALL BE AS MENTIONED IN Al) MO iN A2). ENGINEER OF RECORD THAT PREPARED TT
<br />(a) TO EXISTING COKAETE I1LOC( WALL ASRM C-90: 14 SLITTER MANUFACTURER'S LABEL SHALL R LOCATED ON A READILY VISIBLE LOCAMXN AT STORM
<br />- I/4' Y TAI CON ANCHORS A$ MARUFACIURED BY 1. T. W. SUILDEX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709-1.2 OF FLORIDA BUILDING CODE. OE LABEL
<br />- 1/4' • a 7/a• CALX-IN ANCHORS. AS MANUFACTURED BY DENALI. ITC. SWILL BE PLACED FOR EVERY OPENING. LABELING TO COPLY WITH SECTION 1709.9.3 OF THE
<br />FLORIDA BUILDING CODE.
<br />- 1/4.0 % 3/4- SOLO -SET ANCHORS. AS DISTRIBUTED BY AL P094T SCREW. BOLT k SPECIALTY CO.
<br />- /14-10 PANELMATE FEMALE O AND PµELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION 1111181
<br />- 1/4. 0 ZAMAC HAAIN ANCHORS. AS MANUFACTURED BY DEWALT, W �Eii A T1�
<br />�.••••••.••.4.
<br />B.t) MMNMRAi £M9EUMENT O TAPCON ANCHORS. ELCO PINELMATES AID ZAMAC NAxIN ANCHOR. IRO THE '•.•� FLORtDA BUILDING CODE Non NF h Ye1xi NurHN:one Zom
<br />BLOCK UNR SHALL , 1/.•. - ,•
<br />1Va��10ENS
<br />8.2) CALK -IN k SWAN -SET ANCHORS SH41 EMBEDDED 7/B' IRO Tiff CONCRETE BLOCK unit. NO EIEM'A11'044 7 = o2GD n1Etu PK 24 GAGE GALVANIZED STEEL STOtRII PANEL 1XVW,r'I'eY:
<br />rk
<br />SR1CCp SIWl PERYR'1ED. 1/4' 0-20 SCREW' USED SMALL BE t 1/2' LONG WNMUM SHOULD DUST, * -
<br />ARO 1' MINIMUM FOR WALLS WITH NO STUCCO. _ - r'= -", O/V/2m
<br />_� STATE IL E C O 1«G PROTECTION PRODUCTS, LAC• DNA
<br />,
<br />0.3) N CASE THAT PRECAST SRO$. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS 8E FQON F(ORI 'V /J'�,! IeEo S.W. 3, x,P9r
<br />EXISTING WAIL ANCHORS SHALL BE LONG ENOUGH TO REACH THE ION STRUCTURE BERM SUCH P '(a\1�A:4 / " r` D• a• a°A sama A aN• NwL rt ]v1• 20-175
<br />'f p '......
<br />^-' Uwe -•PAN S R1_- RCNE: M.)M-M& FAW (W)M- , � Imo.
<br />ANCHORAGE SHALL BE AS MENTIONED IN B.1) AND IN 9.2). S/QNA. O NNIRIRa Ra. �iN�
<br />nR" DMIW019
<br />O'`bYbNNHIL .'A IS >tIL/MNAAWIIIF/OATE WM1FR A NUR Y. PL YAM-IY 4 W13N t ale
<br />INSTALLATION
<br />INTO POURED
<br />PORED CONCRETE
<br />OOCRETE BLACK
<br />DETAILS
<br />CONCRETE OR
<br />_.__.
<br />FOR REGULAR PANEL
<br />CONCRETE BLOCK
<br />� Sim POUTED CONC EIE
<br />DR CatCRE7E BLOCK
<br />n
<br />STRUCTURES
<br />CONCRETE ANCt - - %
<br />rEOVIRED.
<br />%
<br />CONCRETE ANCHORS j
<br />REQUIRED.
<br />(SEE SCHEDULE ON -..�
<br />SHEETS 9 THROUGH 10}
<br />7 T
<br />(SEE SCHEDULE ON -
<br />SHEETS 9 THROUGH 10)
<br />O
<br />EXITING
<br />EGSTIIG POURED
<br />_
<br />�J
<br />--
<br />OR
<br />CONctErc eLoaL-, ._�
<br />1n•�2mT•
<br />- 3
<br />1---H
<br />_(
<br />1/2' �,/+•
<br />! -
<br />_}
<br />//2' .,/4•
<br />RIE'OUOIED.
<br />- Tao Yaus
<br />j
<br />L
<br />I _. _.-_._-... --_ 1
<br />/
<br />LO.
<br />I
<br />I COltETE ANCHORS j
<br />(SEE SC 13 ON__.
<br />S EETS I THRO GH 10
<br />-___ __.I
<br />- I
<br />I
<br />i
<br />I
<br />/
<br />I
<br />/
<br />I _11)
<br />1 -Q
<br />i �1
<br />1
<br />1__..__ -��
<br />_.T- ra. r
<br />1 -
<br />1
<br />8'_-_
<br />-T_.. mm ■
<br />T
<br />EO I
<br />I
<br />I
<br />'
<br />I SEPARATION
<br />942�
<br />� � 'h.
<br />I SEPARATION w
<br />II30w rOBI
<br />��1
<br />Y j// / /
<br />IXIS1wG=� (SEE SCHEDULE
<br />CLASS ON SEET 3)
<br />. i 7• Ma%.
<br />L
<br />(SEE SGI�EDL1
<br />ON SHEET 3)
<br />E }
<br />L
<br />'..
<br />I
<br />1
<br />1 PANEL LENGTH
<br />I (SEE SCHEDULE
<br />I
<br />D
<br />I
<br />I
<br />'i' 11WP IH'1. SEPAW'IION
<br />I
<br />1 v MOOL
<br />I
<br />CONCRETE ANLICRS I-- - ..
<br />-. �'..
<br />I ON BEET S)
<br />_ . I_ - -
<br />1
<br />6 _..
<br />-..
<br />I PANEL LENGTH 1 TO CLASS,
<br />L SEE SCHEOUtE i tsEE
<br />(ON
<br />I PANEL LENGTH
<br />I (SEE SCHEDULE
<br />(SEE SCHEDULE ON I. I
<br />�.
<br />I VR.
<br />SSCHCETOUtE
<br />SHEET 3) I -ON �.A;.:. 3)
<br />-t' �
<br />_ - S..___ ON SWEET 7)
<br />SHEETS 9 1HROUDI t
<br />I ..O
<br />I
<br />I
<br />I
<br />TI :
<br />5011
<br />-N/7��
<br />WA55
<br />%, ®-
<br />%
<br />I MA1X.
<br />I _ 1•r
<br />/� i //
<br />I SOIL
<br />j
<br />I
<br />i O
<br />ED
<br />-,'I
<br />, r e Y ,/4• nG
<br />ejtr ' . I
<br />��/i L���
<br />X
<br />1 MAX.
<br />/j� /� %
<br />I
<br />E.II1. (-s
<br />I
<br />I
<br />1 /!
<br />/
<br />i
<br />I
<br />/////%
<br />ED
<br />i
<br />)
<br />i�//
<br />I I
<br />QO
<br />1
<br />f�
<br />1) 1
<br />IJ2"
<br />i-
<br />---_--- -.. _
<br />EXISTIG POURED- �
<br />OR :,
<br />_
<br />. i @
<br />I O 12 I/r O.G
<br />/i/
<br />i
<br />4
<br />gI
<br />LL-_-_! -
<br />-. �• i�ii tiSLLAM TEK sew. OR
<br />•ve "•"N
<br />COCRETE
<br />CONCRETE ROCK i `
<br />REWWRED.
<br />I
<br />CONCRETE ANCHORS
<br />((EET59DULEOON
<br />, APPLx ABLE)
<br />J I �
<br />A> .-EG-CO-': rs
<br />-.. .___.._._i_-._..-1
<br />,Q I
<br />1 ILLTER/ATE
<br />y T- WTI. --
<br />W/(,'11 ONLY WHEN SOLO
<br />LEG LOCATION
<br />•
<br />'- O
<br />SET a E;11 HORS
<br />AM USED a W/ WHEAT .___OR
<br />• RETIRED CONCRETE
<br />ALTERNATE CONCRETE IC POURED COICRCTE
<br />COICRE'TE MCCHHORS
<br />ARE uSEDh3
<br />CO
<br />OIIIREAA ROC(
<br />ANCHORS OR CD/CREtE ROCN
<br />(SEE SCHEDULE ON
<br />REQUI ED.
<br />STACCM W/ SRLiV
<br />SILTS 9 THIIOUGH 10)
<br />(SEES 0 THR ON
<br />SNEERS 9 7HNOIX:H
<br />SCALE 3/e-1-
<br />11,0,I)
<br />yi��i��
<br />SCALE 3/e-1-
<br />('�� Di
<br />y�ENf.LiXFiLJi
<br />SCALE 3/MR•
<br />IANN� •l Ab
<br />T
<br />p�v�A11
<br />�':'�TAC.'6'S
<br />•
<br />FLORIDA BUILDING CODE Non Hi h Veloc HurT(Gone Zone
<br />ED. EDGE DISTANCE
<br />(SEE SCHEDULE ON
<br />SHEETS 9 A 10)
<br />NOTE FOR COMBINATION OF SECTIONS:
<br />TOP h BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />- £
<br />i . 44167
<br />- * . *' * i
<br />'._ --. _
<br />_, oe STATE Oit
<br />O •. F
<br />' .Y' (DRID�' •G.J
<br />4am Ate' •c 24 CAGE GALVANIZED STEEL STORY PANEL.
<br />I L E C O I«c. PROTECTION PRODUCTS, LAC.
<br />�. 1r a r Nr AAYSM ow9a n -r ONO•A• P. t333314
<br />O••r,AI'I,.
<br />r>MnOM
<br />IMiC:
<br />2
<br />INSTALLATION.
<br />S,F
<br />�O .....""
<br />t/NW����- --IM,
<br />!r H6r-7e+8. TIED¢ tr64Nlu-afn
<br />NK
<br />H5r
<br />IIIIIIM
<br />YMiEI A iL11I Y., Fl
<br />ItW
<br />BQi 1 R N
<br />INSTALLATION DETAILS FOR REGULAR PANEL C1� INTO WOOD
<br />'/ �,._
<br />ATE LEG
<br />11 `--ZLTER
<br />4'Y8' (MAR.) EXISTING WGO -- •
<br />BEAM REWIRED. , ��� I � / . :I .
<br />I
<br />ADEQUACY OF EXISINQ WOW -
<br />BEAM TO BE CERTIFIED !H._.�(...__E /
<br />it
<br />,.
<br />REGISTERED ENGINEER OR / 0 '
<br />ARCHREOT PRIOR TO SHUTTER ; "�
<br />INSTAL1.tTION. /• W000 ANCHORS ALTERNATE WOW ANCHORS 1I - t .a ..--
<br />�•
<br />..- (SEE SCHEDULE ON (SEE SCHEDULE ON 1/ri,• HD IYeHRA NfAp
<br />-
<br />A I �M' MM4Q .- YxIW a
<br />�. - rEO--EO- -
<br />� /I SHEET 11) SHEET I F) - -` I• ]s. Ms W/ rur
<br />}
<br />�i ', , A 1) ^. 1/2' - • tt 1%J' O.G.
<br />* 12 'I
<br />1 -� 1/4 MUW HEAD Rom_-. , I _._.__
<br />3 i/2'
<br />.. 1
<br />T - - - - -T REQUIRED
<br />-
<br />8
<br />• • %4'�TOL
<br />A ' W000 ANCHORS
<br />HEDULE ON /WTI '
<br />(SEEF
<br />1 I /15 / ��I
<br />MM. 1 E'' I y�7�)
<br />O •
<br />-.jS GLASS.(SET I I
<br />1 SCHEDULE I 1/+'A-toil• LLJJ
<br />1�� I
<br />1 ON SHEET 3) I 1 _ r eDLX3 • , E MIN. SEPARATION TO CLASS
<br />I 'l'
<br />I. _- -.. t I - - All AND. r' (SEE SC EDULE ON SHEET 3) ,/.1r-aonaon• - MA%.
<br />- .._ CUM - i I AT SaR q PANEL LENGTH
<br />1 I TORN pEr 7-E) 'E• LANK. E- -,y t- I - TOR L (SEE SCHEDIAE
<br />.-._. _.__ _ N I
<br />�.-. __..-..
<br />ON SHEET 3)
<br />LBOR, O- r-s')
<br />l (SEE SCHEDULE EXLSTI
<br />1 __a___- _ oN SUET 3) Qwss I L(�j[VN'( ,1�. _.- ---
<br />-:--_ I i
<br />'
<br />-a//,
<br />1 e=�===_ - - -
<br />T..-.-�; _ - - i
<br />1 I
<br />I
<br />1 I aM
<br />Gam, C� �-+ I i LJ AX..
<br />1 4_ I --{7 •y MAX.
<br />1 1 ,' v t 1-
<br />..--
<br />I - EO -, II I/Z-
<br />NO FINISHT_ I -_ I11PF-to.1'
<br />i T -
<br />ALL.ON40 1I,EO -
<br />J EC
<br />I r e e 1p' oc.
<br />-.-.-.- _ .__
<br />N
<br />_ .
<br />- _ _ -_ Z-XB• WOOD YX4' WOOD PlA1�F .
<br />-- _ - --- CK REOUt�D REOlD11E0 -MOOD ANGERS
<br />WOOD A1CFIOp5 > -.___ (SEE SCHEDULE ON
<br />'i'
<br />$MEET t1-- -_- 3%+_ - - SHIFEY 11)
<br />_ `
<br />----2' Mi... --..- '
<br />CEILING AND FLOOR MOUNTING BUILD -OUT MOUNTING
<br />ALTERNATIVE 4W
<br />SP 3/e-1• NNNn1 SAYE 3/0-1•
<br />3L
<br />.' �}CEN `�
<br />NOTE FOAL COMBINATION OF SECTIONS: NQIES: ? NO. 4416I ':
<br />i. INSTALLATION ARE ONLY VALID FOR MAX. AS.D. _'*; FLORIDA BUlLD(NG CODE Non h YIIoG HUrM'TeaM .
<br />TOP A4 BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (PP.e.f) AND PANEL LENGTHS = yt Ia,rm n,EnD. SIC 24 CAGE GALVANIZED STEEL STONG PANEL rP'
<br />COMBINED IN ANY WAY TO SUR ANY AS PER SCHEDULES ON SHEET 3 %' �'• •STATE DF LT up N Ir
<br />:'NC
<br />f G
<br />INSTALLATION. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOAD ': .E•' ( 4c+,}`--c�_.A n
<br />TI
<br />E� --' I� I«C. �!EC� , �'•
<br />MEMBERS TO OD SOUTHERN PARE 2, W/ SPECIFIC 9,IM
<br />DENSITY OF 0.55 OR EQUAL + 'YI�Zs-t AROF
<br />m to r
<br />f�Ma' R ei aA, •, ,w s ARAM rARa w o'"E ti
<br />I' M ,too --NNW . - I LR J --I- ndG (n4)M-761L FM[ (U4}p-nr1 20-175
<br />r"•"- DaRAD r
<br />Orr r Air
<br />P.[. SM/WWNM/M2 EA-WOIt19 Pa
<br />YKiFR A T43W Jr., PL swr 7 O N
<br />-A
<br />N
<br />N
<br />=
<br />�
<br />_
<br />(O
<br />0
<br />0
<br />�
<br />U
<br />=
<br />L
<br />N
<br />0-
<br />0
<br />L-
<br />.0)
<br />ca
<br />0
<br />-a
<br />4-
<br />a-
<br />C
<br />0
<br />-0
<br />0
<br />0
<br />-0
<br />'L
<br />'�^^
<br />-0
<br />C
<br />�
<br />Q
<br />-
<br />�
<br />O
<br />0
<br />VV
<br />LL
<br />0
<br />.0
<br />/♦•E•y�
<br />2
<br />/�
<br />/'
<br />F-
<br />/
<br />-0
<br />-_
<br />vJ
<br />Q
<br />Q
<br />Z
<br />Z
<br />W
<br />J
<br />N
<br />l�
<br />CV
<br />(., - -
<br />0,•+V
<br />"%i
<br />, '�
<br />0
<br />-.
<br />C3
<br />Q-
<br />X
<br />LD
<br />M
<br />"p�•• r
<br />_
<br />Q
<br />L-
<br />. m �
<br />3
<br />.
<br />C �
<br />_
<br />'
<br />L
<br />✓)
<br />,U) �
<br />Q
<br />a:
<br />(.
<br />'
<br />t..
<br />) a
<br />5 -,
<br />N\
<br />c W
<br />L)
<br />J
<br />;/
<br />- L2 4)
<br />-t
<br />F
<br />- 7
<br />`' -
<br />J
<br />_]
<br />.i J
<br />`
<br />> I L
<br />w
<br />i/�
<br />L
<br />Ca
<br />U
<br />L
<br />L
<br />2
<br />LLI
<br />Q
<br />Z
<br />Z
<br />Q
<br />J
<br />d
<br />SHEET NO.
<br />SH 1.3
<br />
|