|
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<br />- - ------L-A.-- . . I I I � I .-�"i.�lAflm&Ui��LAIALM� I - I -- . L . � - � - I � . - --- - ., -- . L - - 11 �� -- 'I -L�- - I -�- I -L., .IL.A- J1,,1,JL�JWUI,JL ,"111,111ii-j-.1; ,J ' ' I I I . - �111----- - - �. -.-.. - - - = -
<br />WI�-1-:4i,;,Il,w-lwlq.m.lii-�:,�,m�,;��;".i4s�7NO!""Nf,."RwillI
<br />W.:JJi%n I—— -- - -
<br />pjt.,:I*:,TI.,�;
<br />� .1f�7-3c.7.v:lvjA.Wlllli:"Z"Inm,,',,�ILPWI: I.Wt
<br />tiumum AS.D.
<br />DES.-M.,
<br />-
<br />mc
<br />I ARRAW mr-
<br />.=6
<br />AF%M TO
<br />,.,rr
<br />.64.0. -76.3
<br />70, Oil Los
<br />1 2 9/16-
<br />SOLVED -
<br />-
<br />1-.2r. T I-v,
<br />-01F.C. -75.3
<br />W Olt LESS
<br />---�
<br />I , ,,,
<br />PECTED . ---
<br />.. 4 .-* -
<br />I -
<br />' �
<br />UWs;fng4 l6iA%
<br />A od46rSl. M. � A MKMWJT AT QAOWAP Is OCR OF PANEL OWN
<br />pAin.
<br />I,,I, 41,:,Ii,WWA.m.�.t�i:,�,'E.i�i*-�ll., "
<br />� ji"', , 1:�.M.�.:.;�i*,�.;.],.I"l,[,R,y�',.ii'i'J'W-I'�.�::."Im
<br />�
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<br />W.111aCW�A4(;C�-,IMMI;i.i'AVW�; -41111<11 =
<br />MAXIMUM
<br />A,SO, DESIGN
<br />PoErC`"-IN
<br />M ARE
<br />(p.s.0
<br />MAXIMUM ANCHORS SPMM FOR E. D. - 3 1/20 .
<br />- -- - --
<br />NwLrAoLl to
<br />j=4"A,
<br />OF THEM
<br />wommixt PANEL
<br />LOOM V VA)
<br />TAPCDM
<br />FMCA.n rimmut a
<br />PAMOMATE "
<br />to CONCRETE
<br />% - mew
<br />- am
<br />10 6*4cokm
<br />10 CONCRETE
<br />OLSO
<br />To CONCRETE
<br />M CONCRETE
<br />am
<br />,a -
<br />I m =Ce",
<br />12*
<br />I
<br />MIA
<br />12-
<br />"/A
<br />12,
<br />N/A
<br />12,
<br />N/A
<br />V & 2- (TOP)
<br />it'
<br />3.*
<br />IV
<br />-- -
<br />-
<br />3.
<br />5.
<br />4-
<br />5.
<br />4.
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<br />SERI
<br />12'
<br />3.
<br />12'
<br />3.
<br />1.
<br />1.
<br />1.
<br />Ir
<br />JE�9501100M)+.
<br />+1118.0. -1!..S
<br />- N/A
<br />N/A
<br />N/A
<br />N/A
<br />I N/A
<br />. N/A
<br />. 12 1
<br />LESS
<br />r
<br />.----..--
<br />N/A
<br />---
<br />6 ,/1.
<br />N/A
<br />4 112-
<br />N/A
<br />4 1/2'
<br />N/A
<br />1 3. (TOP)
<br />I - -1.
<br />12-
<br />-
<br />N/A
<br />12'
<br />N/A
<br />1 1/2-
<br />N/A
<br />9 1/2-
<br />-
<br />N/A
<br />1 3' (BOTTOM)
<br />12.
<br />"/A
<br />--
<br />12"
<br />M/A
<br />12-
<br />--
<br />N/A
<br />I
<br />-----
<br />I .
<br />-
<br />:�/:A:�l
<br />-
<br />(TDP)
<br />.
<br />-
<br />12- .
<br />IV
<br />- 12*
<br />, " -
<br />12'
<br />1 IT-
<br />_
<br />12- 1
<br />IT- 1
<br />_
<br />4- (BOTTOM)
<br />I
<br />I, LIMITED 10 S&O p.. f ASO. DES" PF43SM RATING
<br />&SEE SHEET 36 FOP ANCHORS �Vl% h SPACING POR *WNAA704 INFO WOOD
<br />FWM MALDM
<br />~AW MOM *%ADM AM NWWM EDGE ONFIANCE AM tgrWW ON MIS
<br />ICHIOULIL. MR to. LESS MAN 64DCAM ON SOWD" REDUCE ANCHOR SPACING
<br />IN MULTIPLYING SPAC14 I." ON SCHEDULE In )HE FOLLOWING FACTORS IN
<br />MS ~001 TO BE P�" *MM SPACING WAM USING FACTOR SIAU�
<br />== WW" SPACING OOCAM MR EACH Awaaft rift At
<br />Now m
<br />--Y1!1IL-
<br />1/4%,
<br />A"Wdaiww,
<br />/41. �
<br />i.&
<br />11 1/41.
<br />tow
<br />e
<br />%*W- I
<br />-
<br />NO. ock" stwom 0.)
<br />-
<br />3
<br />L-
<br />I ,/2
<br />."
<br />3
<br />-3
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<br />3 In
<br />3,/7
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<br />-
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<br />;
<br />+ REOUNIES M" DISTANCE 1117111RIEN NOTMI OF PANEL I j
<br />AMD M To K ,/2' /2,
<br />-IV
<br />kri I. .
<br />rt.�-G
<br />++ RMWJM AFT, DIFFANCE BETOKEN HUTTON Of PANEL :
<br />I
<br />I
<br />AND 0 to BE 3/IW 1 J3116'
<br />kdfw.
<br />GULAR. LIFE
<br />SAFETY & E-Z HANG STQRM
<br />(SCALE 112-l-)
<br />PANEL SYSTEMS
<br />:- , -- - --
<br />- 15A25- MAL WOW) . I I
<br />. -
<br />- L - 2�,&7'- - -
<br />1 7-- --
<br />:
<br />=.I ! -1.3 � SO' -
<br />. r;I.Sw
<br />, � I I -\
<br />.250", , I I
<br />, r�
<br />Q,
<br />- .-
<br /> - -123W (IFFECIft IWIDIH) ... -1 I
<br />CL
<br />- . IF 1/4* VW) 'L - '
<br />- I.Aw
<br />0404* MN. THICK
<br />- . -- I, 11. 1 vS4*Pm3/4*
<br />r- ,750' - $'I* FINE
<br />� 4 , I I ,-
<br />' ' ' - - `Lsetl .3741- '25, YO Mau a 67 1014'
<br />- 1,3w . � ) ,430, - .iw - - - I I on is it 1/2 cz
<br />� I Do* I 11 I to- I (UP K OMMED)
<br />I I . � I I'L ' I L -4 L ,
<br />I , , , , . . , , *
<br />I I i L- - -'� I -
<br />6 J ", , ., , , 3.05' o1d* - - "I
<br />1671' ,.,�
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<br />:
<br />I low"
<br />� IDOF
<br />I
<br />"%Wm= STEE,
<br />AM A1161
<br />OFAM So TRAMAN
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<br />1
<br />STORM PANEL - "I.
<br />... d) -
<br />........ -j
<br />.- I - I
<br />.375,
<br />� , ".. ,
<br />.DOWD'-
<br />Pools SMALL K OirtAun ALWAYS
<br />MW LEFT IV FApff W/ 1/2, LEG
<br />- - 2�w- -
<br />(1) 'No HIPAUR (�)
<br />-F' TR= (�) ANGIS WO STUD
<br />AT AND AT Ur SIDE OF PAM
<br />- I
<br />-1-11 � -- . .
<br />TIT, TIMPONCE
<br />I - . OF PANEL
<br />0.02." JuNi.)
<br />,%WLIS V90 LP 1� 1'-.11 .
<br />* I ,
<br />W/ hoAwv row - I- ---1'1 �, "'
<br />"
<br />_-�. - I a' I -� -- 13Y. #27W 1
<br />, �,� . "I
<br />1� ",
<br />I - -; -.7 -?Ow
<br />-
<br />IF,,- � -.270,
<br />4 I -
<br />I ,
<br />- , � -
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<br />.... . -
<br />. -
<br />GALVANIZED SIM
<br />7 I ; .
<br />11
<br />I �, . f
<br />D. � .
<br />.-; 0�2150 0
<br />L,
<br />- - 2,591*
<br />.
<br />,- 1. 2.2bV -
<br />-
<br />114�1-�,
<br />���-
<br />ISOMETRIC VIEW MAIL
<br />I A., .."
<br />I ,
<br />I.- - , �-.
<br />A ., I
<br />, .
<br />. 1. I Outer
<br />I I 270-1 PANEL
<br />a.6231
<br />� I
<br />I L
<br />�; '-
<br />f
<br />I - ,Ut OR (@�
<br />.11 \�
<br />I
<br />11
<br />+
<br />ROUNDED CORNER 0 ENDS OF PANEL'S I - FAA .00'
<br />END UP W/ HEMMED EDGE+
<br />, .
<br />.
<br />I �
<br />-
<br />.1 2F
<br />2316* 1-1 (N,T.S)
<br />375 . - �
<br />I t� `,F, dorrom
<br />AUA&J
<br />3.750'
<br />072,
<br />Z�solo`
<br />I -
<br />. ,001* D117' fj.7L-
<br />9") - I
<br />(�) KEY Hou wAsHER
<br />3105-HI54 ALUM ALLOY
<br />ma or POPE
<br />@ KEY H= AT PAN
<br />- IN' -
<br />I
<br />I
<br />�
<br />1.
<br />I., .
<br />2 - 1w. -
<br />". .sa smalt 6 FOR ADWOM
<br />.8 UWTATM IT REM LENGTH 8 I I*.
<br />I I
<br />4
<br />12 L W
<br />I.
<br />- W,
<br />I -375* (�) Wifi6a
<br />")
<br />I
<br />- - 12V
<br />I
<br />t-- ONLY VAUD "A WPNAATOG Alto
<br />A IN, wwo STRUCTURES
<br />, . - - .191" -
<br />I..
<br />I .0
<br />-
<br />2coor -- . A
<br />1.119
<br />- 1.050`0
<br />01
<br />2 O � DOr 25�
<br />i (rYFQj
<br />L- I I I,
<br />,.ow
<br />.
<br />.
<br />L. .- I
<br />375V
<br />(2) REV. '14" HEADER
<br />@) !UIAZAM
<br />I
<br />,71V
<br />1 , I
<br />im�
<br /> I' MIN. m S, MWO. --
<br />0 SLEJEW 1' MAX,
<br />- 2�=* -
<br />L-L J
<br />WINg-1
<br />@ Am"
<br />' J' TRAC (@
<br />PANEL HANGIE
<br />�74'
<br />3,00V 304. -
<br />.- I --�-"
<br />i 6
<br />-
<br />(USE ONLY
<br />(I 1/4' WW
<br />FOR E-Z HANG STORM PANEL
<br />�-c .13,11- 16.-
<br />-1, f
<br />1.671*
<br />1 " . 1. -082
<br />: -i � .470' 1
<br />:Z :27 mm, - SYSTEM) OM-16 ALUM. ALLOY
<br />I Dow 4 -- 1, t----n=�-- 1 1'25- -9116- A., , /`10 FLORIDA BUILDING CODE (Non High Velocity Hu and Zone)
<br />:
<br />I I im)
<br />m .
<br />, 2,
<br />I,201 - y '23' %.`�, [- -, Im, ss---, (6) . .
<br />-7F." malt-
<br />1 IW:, *
<br />STATE OF
<br />; nwm INC.
<br />.
<br />.-'
<br />F.P
<br />24 GAGE GALVANIZED SIM STORM PANEL O� ON,
<br />- 2.000- -
<br />L
<br />.t .- , , -
<br />'%. SEE SECTIONS -
<br />L
<br />i ".
<br />Ml.
<br />- - .250 4
<br />ON -, - C, . 1L1k2T0"t..-.*;k
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<br />@'/"/="
<br />PROTECTION PRODUCM U.C. om
<br />4= SM. 5, SWW
<br />(9 BUILD -OUT "r
<br />8
<br />BUIIM-OUT *F' @ & (po WASHERM
<br />.�,I-,,t
<br />WINONUT
<br />. OFF INt
<br />M
<br />Ar.M,m
<br />- ---40wlg �.!
<br />IMIAL ft SEM 20-175
<br />� ON)IM-7M& M CWM-OM
<br />- I AO U-!!.1 - I -
<br />TRACK ANGLE
<br />I
<br />(ZAMAC 3 ALLOY)
<br />OX IE4L/SGNVL#f/Wt
<br />I -
<br />I --- ,
<br />-- = IN +'.-, I
<br />. - "'.
<br />, I fIM9 I I I
<br />I
<br />I
<br />INSTALLATION
<br />INTO POURED CONCRETE
<br />DETAILS
<br />FOR REGULAR PANIEL
<br />OR CONCRETE BLOCK STRUCTURE
<br />ftnD"Wt CONCRETE
<br />J-)
<br />ANCHORS; LOCATION
<br />CONCRETE ANCHORS
<br />(So SCHEDULE ON �
<br />-
<br />vusintic POURED wilcom.
<br />(SEE scsico" ON
<br />sman 9 ""OUCH 10)
<br />"Mrm Palm Cosicorn
<br />Do CONCRETE MILM I
<br />S"Erm I. THROUGH 101
<br />OR CONCRETE SLOCX
<br />REQUIRED.
<br />REGUM. I A
<br />, -I'm
<br />�
<br />TIVATE LEG
<br />LOCATION
<br />,�
<br />memm WHO" 4,
<br />=1.1=0.6-
<br />�,,..,,
<br />CSIVE SCHECKRUE Olt I- (4)
<br />SHIMS 9 nOWUC44
<br />111��113
<br />,� ,',,i,r,4 '...""...,,�
<br />I
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<br />- -
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<br />I .,
<br />Is .. W/ -
<br />---
<br />I I
<br />'j
<br />- . .W41i , - CONCRETE ANCHORS I— .- �
<br />1 I
<br />..... ... .
<br />-
<br />Y4,12-1V mr
<br />I. -I . .. Tkox 1
<br />-, I
<br />..':,;
<br />I I
<br />(SEE $CITED= ON
<br />. I
<br />", 11
<br />I ,",
<br />,
<br />,
<br />,
<br />, �
<br />: !
<br />1
<br />SHEETS 9 THROUGH 101
<br />I
<br />� i
<br />i LD , , 1; , - I
<br />, i
<br />"I
<br />(a)--
<br />:
<br />6.
<br />�
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<br />i"
<br />'Iii,ll
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<br />6 .,m
<br />11
<br />- " I
<br />I , 'L, M".
<br />�,��, ��,1'111 ,,� I
<br />PANEL LEAKITH
<br />EA +1 i
<br />mval' .
<br />, I
<br />E.
<br />C, �
<br />.�,'
<br />, I
<br />I'-
<br />i
<br />4
<br />,�1111'
<br />� (SIX SCHEOULK
<br />i I ON SHEET A.
<br />I :
<br />I
<br />.
<br />� " ,
<br />, �,
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<br />- �.
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<br />" S&ARAnosi S!, �
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<br />I
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<br />.0
<br />AT .�
<br />i
<br />I
<br />to "MS. - U SHEETS
<br />I (SEL SCHCwtur
<br />1i
<br />I :
<br />=%"-,) ,L*
<br />TION TO CLASS I
<br />(W SCHEDULE ON I
<br />1 jl..'�r .0 9 a to 9
<br />a .j�
<br />.
<br />Mo,
<br />I PANEL LENGTH
<br />.111';.X�
<br />SHEET S) I
<br />IV I- =-a-,
<br />I
<br />'I' mcm. I Ir - ;� uick~ F-Wrt �
<br />:I 11
<br />(SEE SCHEDULE I
<br />� ON SHFFI 3)
<br />� .
<br />:
<br />PANEL LENGTH I
<br />(SEE SCHEDULE I
<br />I
<br />I
<br />- .,z. �
<br />Ell
<br />, ZAM�
<br />- -
<br />I -1
<br />01, SHEET I
<br />3) E=W-1 �
<br />, TO GLAn : ,
<br />(SVE SCHEDULE
<br />I ON SHEET a)
<br />i :
<br />I
<br />I I
<br />I (0 I
<br />(DI I --
<br />5011 1, F � , .,
<br />OF 'L' 11 ":
<br />MAX ',��'. %:.. I.,
<br />-11 i� 1. "
<br />, �11
<br />I
<br />S
<br />I � I I I-- -
<br />I I
<br />. I �- V
<br />v I I 0 . I I -
<br />I I Dr. , �
<br />,
<br />MAI, , .;.,7;� 1�//.,�., : . (1)
<br />-� ; ] .. "A ,. * I -
<br />�'�'. � ��!'��
<br />, , -
<br />I, , 4 -
<br />- I box
<br />I 0
<br />0 .
<br />I 2 t/r (IC
<br />I
<br />�7 , 1
<br />".,:"
<br />;
<br />- I
<br />I SPACER
<br />I I ED _ OF *L1
<br />LENGTH ;
<br />:
<br />LJ1.1
<br />�
<br />�, 1
<br />yr
<br />� .1
<br />-,'�'�...ii"11' MAX
<br />", �
<br />: .--.--- - I I
<br />.1
<br />�", ", I
<br />I -
<br />I Q6-11�lmz
<br />1, -1 . -! :!'-�.'73
<br />_ A ;
<br />CONCRETE ANCHORS -f 1
<br />, , --
<br />cowivirm ;nwa
<br />- -,:.'� '-',,M �, `,' 1'� �. (SEE SCHE
<br />EXISTING POURED , �' , 'i� 11 I 11'� 1,
<br />. .�".
<br />��',
<br />-A-13
<br />, ..
<br />, �,i�.'�
<br />q
<br />. I-
<br />� , , _--.I-.- I I
<br />(SIDE SCHEDULE ON
<br />�
<br />.
<br />:�,.,� i,
<br />CONCRETE .111, ,
<br />,I :'1"",'
<br />REWRED
<br />i� 11
<br />" [ME Of WALL ON SLAB 54M 9 THROUGH 10) ,a;
<br />- .
<br />.��..., CALT. CONDITION) "
<br />to)
<br />SHEETS 0 THHOLIGH i,:, i� . 902 I/11' LOW MAX. ALUMINUM
<br />1. ; � SPACERS 0 6 1/4' O.C. VALID FOR
<br />si�*
<br />4
<br />:�,,`
<br />". ,:!
<br />"'. " -
<br />1�1
<br />I
<br />-
<br />vMPOURED CONCRETE
<br />FIVE BLOCK
<br />.
<br />ALL MIGN LOADS AND PANEL
<br />EXISTING POURED CONCRETE LJOICINS PER SHEET 3
<br />I I
<br />CONCRETE ANCHORS I
<br />(SEE Sommu OFF
<br />. 11
<br />I
<br />REQUIRED.
<br />OR CONCRETE BLOCK I
<br />REOUROD _49;; MAX, LONG ALUMINUM SPACE" 410
<br />1/2' 0 C. rA&u ON
<br />- -EO,
<br />Ski IF THROUGH 10)
<br />-
<br />(SEE # I
<br />SHEETS 0 & 10.)
<br />C13UNCI Ajj,%n MOUNTING
<br />SCAUE 3/8. I'
<br />2LIJILD-01iff MOUNTING
<br />:Eml
<br />WALL MOUNTING /DIRE
<br />IJM w1sum no OR
<br />SCALE 3/$-t-
<br />"§"#
<br />Ili A.YJ
<br />. ...... ** "I..
<br />.
<br />.
<br />- ms�`%
<br />FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)
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<br />I- MAX MADWW PANEL LENGTH FOR A GNION NEGATIVE ASO. DCM LOAD
<br />(z) TPROCMURE TO ormsmov: mmsomimm Pon LDINK
<br />DIAN A POSITIVE Aso. OMM LOAD, DEMIhW MAXIMUM PANEL LOOM 'L+* FROM SC"
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<br />FF SPACER & It USED
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<br />.1 .. - - 1 = WIMOM FROM LM" PANEL temns &WM ON I
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<br />"'NUM OF I a IMPORT= IT AM
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<br />NOTES, *... VNCE ... FLORIDA BUILDING CODE (Non High Volocilty I%Wjr Gone Zen0l
<br />NOTE FOR COMEHITATION OF SECTION5. I INSTALLATION ARE OHL VALID FOR MAX. A.5 0. ..
<br />I : No. 4 167 -.. I own "11". AC. 24 GIMFE GALVANIZED SIM STORM PANEL VA.
<br />DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS * : : - ----- Ow" of.,
<br />-
<br />(
<br />I TIT
<br />TOP & 130170M MOUNI �NGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FO R . .Ilri
<br />. TED - .
<br />--- - - 01/27/Uft
<br />1 , -
<br />. STA F�- . S'
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<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC � �; * iwl
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<br />- C.0"Mil gri I
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<br />I FLORIDA ; I I !
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<br />GENERAL NOTIE
<br />_
<br />_
<br />01111LAQLASIN -
<br />I STORM PANEL SHOWN ON THIS PRODUCT CAAL.UATION DWJIWENT tP L D.) K45 KEN YEPJFIED FOR COMPLIANCE IN ACCORDANCE
<br />411714 THE 2020 (711% EDITION) Or THE FLORIDA OUIUANG CODE IWIS SIORM PAWL SHAU. Not BE INSTALLED AT HIGH
<br />VELOCITY HURRICANE ZONES (WVM-aA" / SROWARD COUNTIES) -
<br />DESIGN AIND LOADS SHAUL HE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOP A SkW WL40
<br />SPEED AS REEKAED BY THE iTARMIMN WHERE STORM PANEL WILL BE INSTALLED. AND FOR 6 ORTECTICIIIIALITY FACTOR
<br />0-055. USING ASCE 7-t6 AND SMALL NO EXCEED THE MkUWM EOLSD) DESIGN PRESSURE RATINGS INDICATED ON SHEE75
<br />1. 9 THRIJ 12 A, 17, 14
<br />*4 ORDER TO VERINY THE ABOVE COMMION. ULtMATE DESIGN WINE LOAM DCTEFWW.D PER AKE 7-16 SMALL BE FIRSI
<br />REDUCED TO ASO NSIGN PRESSURE RAIMC BY MULTNALYING THEM BY Do IN ORDER TO COMPARE THESE W/ MAX (4.5D)
<br />DES" PRESSURE RATINGS INDICATED ON SHICTS 3' 9 NRU 12 A: I?. IS
<br />IN ~ to VEREY ?HAT ANCHORS ON IWS PE.D 03 TESTED PIEIFIE NOT OVER STACSSO, A = INCREASE IN AlIORABLI.
<br />STRESS FOR VANO LOADS WAS Wt USED IN NEW ANN,"AS. FAS"M SPACING TO TWOUE, HAS BEEN OCTERMINED IN
<br />ACCORDANCE WITH N.D.S. Mlb
<br />STORM PAMi ADEOUACY FOR IMPACT AND WIND RESISTANCE 44S KIDN VERIFIED IN AOCORCANCC VKTH SECTION 1602A.2 40
<br />THE AMOVE MENTIONED CODE AS PER AMERICAN nST LAS Of SOUTH FLORIDA MDINWM PGTt4 01 -01 AND #0219,02-011, AS
<br />PER SSID 7 2--" & ASTIM C 330-02 STANOM06. AND AMERICAN TEVNNG LAO SOUTH FLORIDA REPORT 11 123.01- I 0 AS PER
<br />IAS-301 AMD TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SEMON 1804 OF THE
<br />,IORIDA BUILDING CODE
<br />2 ALL ALUMINUM EXTRUSIONS 10 VA 6063-76 ALLOY AND It"PER (UNLESS OTKDMSr NOFi SEE qwrt 2
<br />S. AL ALUMINUM SHEET METAL USFO AT CLOSURES SMALL HAVE 3105-HO4 ALLOY
<br />* ALL STEEL SHEET METAL PANELS SMALL HAVE STRUCtURM OU41TY STEEL- ASTM 6-633 GRAM 80 MNWAUK C, 60 CALVANIZED
<br />SWIL UESIONA11ON W/rir- 92.2 k. (AT" ROLLED)
<br />5, ALL SCftVS 10 HE STAINLESS STEEL 304 OR 316 At& SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DON
<br />500111 W/ 50 k9i YIELD STREWN AND 90 � M43U STREWN AND SMALL COMPLY IN/ FLORIDA HOLDING CODE SECTION
<br />Z., 1 3 3.4
<br />6 BOLT$ TO BE ASTIM A-307 GALVANIZED STEEL OR AM 3o4 SERIES s,.ArAUES5 siErw. wiffis " k. MINIMUM YIELD STRENGTH
<br />7 ANCHORS 10 WALL SMALL HE AS FOtAOWS
<br />(A) M ZKOM. PQM-C2%=
<br />- 1/4- # TAPCON ANCHORS 4 MANUFFACTORED BY IT It, FNILDEX, INC (W;n TV92 v mt�)
<br />- 1/4' It . Y/0' CALK -IN ANCHORS. AS MANUFACIURED W OEVIht INC
<br />- 1/4"IF , 3/4' SOLIO-SET ANCMCFRS. AS "INSURED III All PONT SCRIW. BOLT FF SPECIALTY CO
<br />(M. f . 3000 P'..")
<br />Ir
<br />� #14-10 PANCtMATF FEMAII 10 & FANELUATE PLUS ANCHORS. As MANUFACTURED BY EkrO CONSIRL),11OWN PRODUCTS.
<br />- 1/4-0 ZAMAC WAIN ANCHORS, AS MANUFACTURED BY DEVALI 44C
<br />A 1) Ul"Knuto EMBEDMENT OF IAFMCON ANCHORS INTO POURED CONCRETE SMALL Ili 1 3/4% 2" FOR ELCO PAMELMAZE AND
<br />1 5/4' FOR ZAMAC %NUN ANCHORS,
<br />A,21 CALK-th A SOUD-SE1 ANCHORS SHALI Of CWKWr,D 1/8' INTO THE POOR(D CONCRETE NO EmKo" "TO
<br />STUCCO SHIW1 HE PCR&MtYW. 1/4' #--20 SCREV5 USED SMALL HE 1 1/2' LONG MINIMUM SHOULD STUCCO ENT",
<br />AND I' k"WWM FDA WALLS WIN 140 STUCCO, AND MAY Of HEADED SCREW$ OR ALL 14KAOM SCAL" W/O HEAD.
<br />BUT TION WONG NUT%,
<br />A.3) IN CA -A fiAl PRECAST STONE, PRF.CASI CONERE'rE PANELS, PAVERS, STUCCO OR RVW GOARM 0 FOUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS '14,411 OF LONG CHOUGH TO FAACA THE MAIN STRUCTURE 8PUND SUCH PANELS
<br />ANCHORAGE SHAL, OF AS MENTIONED Rd &O AND IN A 2).
<br />(8) TQ.SXWM-QDW.RLILik=-U-J,L.ALtW-.�.�Vg'
<br />- :/4: : TAPCON ANCHORS As MANUFACII.IRED BY I 7 W SVXDEX. IK
<br />. /4 o37/!* CALK -IN ANCHORS. AS MANUFACTURED BY OFINALT. INC,
<br />- t/4*0 x /4 SOUD-SET ANCHORS. AS DWRMUM 9f A" POW SCREW. BOLT 6 SPECIALTY CC)
<br />- it 4. in PmoUAATt FEMALE to AND PoICLAAATE Ptus ANCHORS. AS mANUwACTUIWM of ELCC CON5MCTION P? "
<br />- t/v IF ZAMAV NAWN ANCHORS. AS MANUFAChAILD BY DEFIAL1. ITIC t�.A
<br />'r _ ,
<br />11�1) WMWtM FROLUME141 OF TAPCON ANCHORS. ELCO PANELMATCS AND EAMAC NAIVN ANCHOR. ROD THE qa,;I�-,
<br />BLOCK UNIT SMALL of 1 1/4. I * .., W4
<br />02) CALK -Pt A SOUD--SrT ANCHORS SMALL BE VINIEDDED 7/0' 400 INC CONCRETE SILOCIF ON , NO
<br />StUM SK411 BE PCHAtIED i/4" 020 SCREWS USED SHALL HE 1 1/2' LONG M"NUM S-OL13 M-41111. 1
<br />'-
<br />,AMD " MINIMUM TOP WALLS WIT14 NO STUCCO. v 14 STAT
<br />.
<br />N . A
<br />0,3) IN CASE THAI PRECAST STONE. OR PRECAST CONCRETE PANELS. MCCO OR ROOD BOARDS BE TO �. I OF
<br />EXISTING RALL ANCHORS 94ALL HE LONG 6NOUGM TO REACH NE ANN STRUCTURE BEHIND SUCH P
<br />ANCHORAGE WALL BE AS MENTIONED IN 0.1) AND IN a 2) �,Y�6�;
<br />(t) IQ�LO=-VMD-AK,VACM,WAYX(..I,,�-9.3k�iMi�
<br />- 1/4"41 TAFTCON ANCHORS, AS MANUFACTURED ON IJ.W SUROU. INC
<br />- #14-10 PANDUARXE FEMALE 0 AND PANELMATE PLUS AWHOFTS. AS MAMILTrACIURED BY EICO CONStOCA110- I'VOOLICIS
<br />- 1/4-0 LAG SCREV16 PER IT D S
<br />- 7/ts-. . 5/8* WOOD BUSH". AS OWROUTED MY ALL POW SCREIR. BOLT At SPECIALTY CV
<br />C 1) MINIMUM WEADED PENETRATION INTO WOOD OF TAPCON ANCHORS SMALL HE 1 1/2- AND 2- " ELCO PANELIMATE PLUS
<br />AND PANCLIAILE FEMALE ID
<br />C 2) MINIMUM THREACIED PEIVIEFRATION Of LAC SCREW. INTO THE "00 FRAME UNIT SMALL HE 1 1/2' NO r410EADM
<br />PENEIRATION INTO STUCCO SMAU HE CONSIDERED AS PART OF THE REQUIRED THREADC) PENETRATION
<br />C�3) MOMAN EDGE DISTANCE OF LAG SCREWS. INTO *00O SHALI HE AS tFILVATED IN THIS ORAIAW
<br />C4) MINIMUM PIDICIIIATION OF WOOD PUSHING SMALL BE 5/8' t/4- 0-20 SCREINS USED SMALL BE 1 112- LONO MIMMUM
<br />SHOULD STUCCO LXW. AND I' MINIMUM FOR WALLS WIN NO STUCCO
<br />C 5) IN CASE THAT PRECAST SIM. OP PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXIS31NO
<br />WALL. ANCHORS SMALL HE LONU ENOW14 TO REACH THE MAIN STRUCTURE K41ND SUCH PANELS.
<br />ANCHORADE SHAU BE AS MENTIONED IN C 1). C 2) k C.4)
<br />(0) ANCHORS SMALL BE INSTALLED fOLLOMW ALI OF IN[ RECOMINFAEATIONS AND SPECIFKATFON� OF THE ANCHOR'S MAAIQFAC`rURIA
<br />0 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOW04G INSTALLATION DETAFLIS SHOWN ON AECY" I THROUGH 6 JISMEFIS 4
<br />IFIROUGH 5) EXCEPT THAT MCAOCRi ha SMALL NOT BE USED
<br />9 IT SNALt Of THE RESPONSAIINUTY OF THE CONTRACTOR TO VERITY THE SOUNDNESS Or THE STRUCTURE WKITE SHUTTER 15 TO BE
<br />ATTACHED TO INSURE PROPER ANCHORAGE, THIS SkUrrrA SMALL ONLY TIRE ATTACHED TO CONCAM BLOCK OR WOOD FOW
<br />BUILDINGS
<br />to EACH REGULAR STORM PANEL WIN LENCTHS OVER 90o. AS PER SECTIONS 1. 2. 4. 5, 6 Mo ALTURNAWES 1W. 3w Is ,F11I ON
<br />-%'MEETS 4. 3, 6 a 7 RIESPIECTMLY: SHALL HAVE A LECIBLE AND REAMY VISIBLE MARKING *WTATUCTING OWNEA CA TENANT TO
<br />SECURE PANELS VAM APPUCABLE WmnmcEmtmT DORM PERM OF HURRICANE WARNING
<br />11 ME INStAilAWN CONTRACTOR S to SEALICAUL9 ALL SHUTTER COMPONENT EDGE$ WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />FINE BUILDING TO PREVENT WINO/fAIN "MAN
<br />12 STORM PANEL MIALANION SHAU COMPLY TWIlk Sli INDICATED IN THIS DRAWING PLUS ANY BUILDING AM ZONING RECULAWNS
<br />PROMO BY THE JURISDICTION WKM PERMIT IS APPIUEO TO.
<br />13 W MIS PRODUCT EVALUATION DOCUMENT (F,EO I PREIPARIED fff THIS ENGINEER IS GENERIC AND DOES W PROVIDE 011011MAT)ON
<br />FOR A SITE SPECIFIC PRONCT. I.. INHEIRE THE $III CONDITIONS DEVIATE FROM ME P-ED
<br />(b) COMMACIOR To HE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTAILATION INCLUDING LIFE smrrf OF THIS PRODUCT
<br />BASED ON THIS P E 0, PROVIDED HE/S"E DOES NOT DVAAn FROM ?HE CONDITIONS DETAILED CIN THIS DWILIMENT
<br />0ONSTINACTION SAFETY AT SITE 15 THE CONTRACTOR'S RIESPONSISARY
<br />(e) THIS PRIODUCT EVALUATION DOCUMENT VALL BE MNSIDERED I1%VAUO If MWFIED
<br />N) SITE SPIMC PROJECTS Slikk HE PREPARED BY A FLORIDA ITE10151TRED ENGINEER OR ARCMECT "41CL, WILL ITECOME 114F
<br />ENGINEER Of REOW (C OR) FOR THE PROJECT AND WHO RIUL WE RtWMWM.f FOR TK
<br />PROPER USE OF THE PEO EWAIEFR OF RECORD. ACTING AS A DELEGATED EhONI M. TO THE
<br />P.E.D ENWNUER, SMALL WHAT? 10 NIS LA17ER THE SITE SPECIFIC DFVM"S FOR REV"
<br />(e) THIS P,Eo. SMALL " THE DATE AND ORIGINAL. SM AND SIGNATURE 01' THE PROWLSSIOlift
<br />ENGINEER OF RECORD THAI PREPARED IT
<br />14 SHUTTER MANUFACTLAXR'S L48CL SMALL BE LOCAM ON A READILY VISIBLE LOCATION AT STORM
<br />PAN14 SHUTTER IN ACCORDANCE ON SECTION 1709 9.2 Of FLORIDA DLJILD114G CODE. ONE VAL
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<br />NQTE FOR Ci : . AID. 44167 1. FLORIDA BUILDING CODE (Mom High Velocity Hurricane Zone)
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