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<br />14-�.v
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<br />-
<br />I AAAw =-
<br />I ca-m-,
<br />.
<br />I -oft -
<br />#06�o. -7"
<br />70, OR LESS
<br />2 III
<br />I omm .
<br />-
<br />".2 X. I'vo
<br />7
<br />`* A 3v
<br />.".C. -75,3
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<br />., & .-W
<br />�'j;gn;Q';RIWd'�r" N� 4 RWHRIIU� AT VVLALAF & 4cW OF PIIiiCt LEROY"
<br />PANEL
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<br />MARIANA AMWM SMCM FOR E- Q - ) 1/2- 0
<br />APFIJCAMLE 70
<br />smams 0 &
<br />AM tommiAT"
<br />or THEN
<br />VAVMUM 'AMU
<br />ulan" v (w)
<br />- TAPcom
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<br />PLUS
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<br />vc,"iem
<br />I IN
<br />SLOW
<br />11,
<br />-
<br />NIA
<br />1 12-
<br />N/A
<br />i2'
<br />N/A
<br />I '.
<br />N/A
<br />V 1 2' (TOP)
<br />it'
<br />1.
<br />5.
<br />4.
<br />-
<br />.
<br />a
<br />4'
<br />V (BOTTOM)
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<br />1.
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<br />I
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<br />5 ,
<br />45 . . - .
<br />i N/A
<br />NIA
<br />l N/A
<br />NIA
<br />12 1/2-
<br />____
<br />it'
<br />2' (BOTTOM)
<br />70* OR LESS
<br />.
<br />7.
<br />N/A
<br />5 11-2-
<br />N/A
<br />4 12*
<br />N/A
<br />4 1/2-
<br />N/A
<br />3' (TOP)
<br />12 .
<br />-
<br />- "/A -
<br />12,
<br />- -
<br />N/A -1
<br />- R 1/2-
<br />N/A
<br />_
<br />9 112*
<br />N/A
<br />3. (9worrorom)
<br />I .
<br />2
<br />N/A
<br />- -_
<br />12'
<br />_.
<br />W/A I
<br />11.
<br />R/A
<br />12 .
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<br />-
<br />4' (TOP)
<br />.
<br />12
<br />'.
<br />12,
<br />9 i/2- I
<br />-
<br />I 2-
<br />1 it- �
<br />12. I
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<br />1
<br />4 - (BOTTOM) I
<br />,
<br />* UNITED TO MO "J. ASM, DES" PRESSURE FAINC
<br />AKE TAW JIS FOR ANCHIM TYW At VACM MR WARLATIONS INTO WOW
<br />Tom
<br />viam
<br />MINIMUM NO" WVDNU AM NOWLW UK DISTANCE ARE VOCATM ON THIS
<br />SCHEDULE. FOR ED UTMI THAN VOCATED ON SCHIMAUE REDUCE ANCHOR MANOWILL
<br />BY i"TOLYM SPACING OWM OR SCHEDULE IN 14 FOUDW4 rACWW FOR
<br />THS opoLAT4N to K POOKLI AtDuow W04 moom USK FACTOR SwAl
<br />NOT K LESS TAM WO" VOGM NOWO FOR EACH ANCHOR TVK AT
<br />mg:ll� tfam
<br />ANCHOR r4m
<br />: 1/4'.
<br />, - - -
<br />_!oitlle
<br />1 Foi�
<br />� 1/0.
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<br />3
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<br />_
<br />3
<br />3 1/2
<br />3 ,/v
<br />4
<br />mma CA 6-140
<br />.
<br />,
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<br />I
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<br />- .
<br />. 3 1/2' 1
<br />-
<br />I -
<br />I .-
<br />I -1
<br />i
<br />I
<br />+ REQUIRES W.- cisomom BETWEEN BOTTOM Of PANEL iqr
<br />AM 0 TO K. 1/2' ,--I Mo
<br />++ oullumms Met, DISTANCE BETWEEN BOTTOM
<br />OF PANEL
<br />AMC a) M SE' 31 I r
<br />kTI va-
<br />r4_I__Q
<br />61-
<br />BUILDING
<br />R. LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-11")
<br />___ ___.__________,__,. �. . I .- 15.126' (TOTAL WOW) - - � .. - L - � -
<br />- -- zlvr---
<br />� - - - , _ - 7
<br />_lzscor (ErrECIvItt WIWK)--- -- - _____� i 'A93, 1
<br />� � 1 'I.2 - .750* -- -
<br />CL .i� I vz��4'
<br />. .- _ a I/" ".)--- - L - -_ , J744- A
<br />I � . �, I . w " cite 12
<br />, i.230' Iw_
<br />- i.3ta, - - 13p* - - 100' . "I'lo I-)
<br />�
<br />wlo-.�-,;-14p"-� , ;,..P. I 'o
<br />1 � IL -1
<br />-I-
<br />r �, 1. I I 4 I
<br />,250"" ' I .
<br />I
<br />I ' - " '_ � - , . 157i'
<br />I , C', :
<br />"we � �_��+.,
<br />HEVIVIED ce) i h _;oL 37 1
<br />4 0.024* "I .
<br />I -,�
<br />r� " 5 , CA *
<br />"
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<br />h
<br />11
<br />STEEL .
<br />1. . .
<br />awwmzw '�� 21 * , � .
<br />Em AM TYP .W4
<br />04" � - A I
<br />1 250, i I
<br />� -
<br />GRAM 50 _ J
<br />MININAP, -
<br />MEMNEP.,
<br />. I
<br />2.12 I
<br />, v L
<br />0_90 COME _,�SW__j r2iI;'l
<br />SAL V.
<br />� ___ -I .
<br />- MIA% A AV _ - * ---- - i (rip')
<br />I . - I - I__ I .3 - _=)
<br />,K_TA_S _�_J - ,. 713'
<br />T WORM PANEL
<br />1 �3501 _ - 2.0100' -� ,
<br />FAMELS *L4u a "wam ALM" - "W
<br />- 2."ll - -j
<br />FROM LEFT TO WW W/ 1/9' LLO
<br />AT END AT LEFT AIDE OF PAM
<br />(��) (�) III TMIC (�) ANGLE Wo sma
<br />� 11�
<br />1-11, W. TOP I=
<br />,
<br />1-1 "� . I
<br />I I Pisa 0,024* (Min.)
<br />-
<br />.1 ,,�
<br />ftwe's END LIP GALWOZED STEEL
<br />1
<br />W/ WARNED F . .". -
<br />,;,
<br />� 11 . - 0.2m, "JKL
<br />mr, �, " , 0 /�
<br />>1 "I &O.03, ' ' ' '- 1,
<br />�_�'L_!r , � / /
<br />,
<br />,
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<br />�- , ,
<br />- -
<br />- 61�3'� 0.2))D* 1 L ,
<br />, I
<br />//'III-,
<br />:�..L , - '
<br />�._, __,_- - ---"
<br />?00-,8
<br />, _', 0.625 I Q3;5,
<br />�i�- �
<br />" ... �L:7__ ,___� � -
<br />/1, 1, I .. I __ 1; 0.2W
<br />_. - . �
<br />11 -,I
<br />250 , . IL 'if
<br />I 46y
<br /> ,.. 2 Sol— - - HEUMM" . . - � - - 1, � - "I "Jim. 1
<br />. I
<br />1- - f
<br />- -
<br />/ I , , I I _-, LAC. "FILL �
<br />2450, - PMUETM VIEW DETAIL A L I ;�, �P OR @0
<br />I I ,� \,- �
<br />ase: ,
<br />I � a 33"I - C I
<br />P,
<br />�16 2612v
<br />. IrIl ROUNDED CORNER 6 ENOS OF PANEL'S *
<br />v . met .ml � . � �
<br />� '.
<br />. END LIP W/ HEMMED EKE 1, �� ,lw
<br />� _2L378 .., (N.T,S) .375, 1 ft*. sormu
<br />- V, DUABJ
<br />2. 111 � F em OF PA.,&
<br />sw I
<br />I KEY HIME VUSHER
<br />.011111 - 7w.
<br />: 14" I -
<br />3.750* 1 VM HOLE AT PANEL
<br />. i ce"
<br />( 105-WIS4 ALUM 0110Y
<br />IT.I.; -O... (�) 3 (�) -
<br />L072' : f I
<br />� I . sa SHEET a FORT moornamAL
<br />24' .
<br />211 .,� - - ST, 3 -
<br />, - - - . .1w Lauumams it law uvan, is I J,
<br />I i I FOR "ISTAWTONS @no
<br />I=- , n-I
<br />. t - - ONLY VALID
<br />- I
<br />I j I 0w)
<br />� tl � � -1-W ( , wm STRUCTURES
<br />� . (�) ZME I
<br />I no' 75ii. � ,2r -
<br />. I L MM, UNGTH I
<br />It � --I 11
<br />.
<br />I ," ,-,L--- _", - * __ i �_._2L - 21000 3.lMC`
<br />Qoo .-
<br />L 103 : - �i i ,I 22v 2.OW it. amr,
<br />I 2.50-�
<br />1.,Ila�_ I C".)f 1
<br />1.030'0 L - - - - ---.. i � ,,,,, 9-�
<br />07 BEY, '11" HUM (i) " ul murim 0 I
<br />I I
<br />1 - - I I " TO v M .- - __ - i �
<br />'- - 2.000' - - -'
<br />@ SLEEVE J' MAX, u_ .I
<br />m" *
<br />0 (@ J' TRACK (R PANIEL HANG
<br />..
<br />iLi* i 3 OOO` MPI.- -, A _qql
<br />(I 114- WIDE)
<br />1 7-�?w
<br />-Tr� illil . (USE ONLY FOR E-Z HANG SYM PANEL
<br />. IlItse. � -, �O* 4;wl .-
<br />I - .275, SYSTEM) W63-75 ALUM. ALLOY
<br />. X. ,.: .Do?*- -
<br />1.1", . - I : I - tl* 00 FLORIDA BALDING CODE (Wro 1419h..vatoaltv HLI( am Zone)
<br />-
<br />I 111IS. .14-
<br />� low " ' - I 1, MIN 0 1 it ... 111, ; I -MO WOOD. We �
<br />,� 123 ik. i�l F t (a MIN. 0 F.?
<br />12-
<br />f_,�
<br />M. 1201- - __ ,9,. 1 ' ' 24 GAGE GALVANIZED STEEL SM PANEL OW" ut
<br />'� -
<br />I - I % ITATIF IF
<br />,-- . _ * , -
<br />: MR) . ..
<br />- � " . 260 _ 0 , 1, *�
<br />_ , ,�. I
<br />SECTIONS �� .. , i� 01/27/
<br />LI. 2AM., . - ? 110 GLOBAL PROTECTION PRODUCTS. LLC.
<br />t__L ...... - - MIN .. mot
<br />ECOinc.
<br />�] �
<br />- L ' 4M &W. $1 W
<br />" k ---
<br />.m.
<br />"a bNot.
<br />M.0 ,�
<br />....Vil'o rL $611.
<br />// -A&t.tl-.I:rm"rwl-,.?- ONW, M4)M-754L FOR W)OW.O?P 20-175
<br />.-OUT "r BUILI)-OUI "F* TRACK , , . - . okw$o - .
<br />m- - 4 i MORNOt OIL
<br />@ gulm (9 @5 & (��WASIjnfb WINGNUT i -
<br />, W
<br />. TRACK ANGLE (ZAW 3 ALLOY) . ,14 0. P,L ! I I ~ I CRT&
<br />- - 91 . . FM9
<br />- So, - I
<br />-__
<br />I I
<br />INSTALLATION DETAILS FOR REGULAR RANEL,'_1)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />ALTERNATE COKKIIE
<br />IOCATIM.
<br />r--WONS
<br />.
<br />COW exar" own CoMeRm
<br />(SEE MIM"CE)TOW EXISTING POUREtic9ocK.T t SHEETS 9 THROUGH 10)
<br />- OR CONCRETE BLOCK
<br />I
<br />s"um m rwRmrm vol, OR CONCRETE Ell. REOLOW.
<br />.
<br />� REQUIRED. T"'.
<br />I v
<br />1 - - I.D.:
<br />, ALTUMTE LEG Comm'm
<br />LOCATION , �
<br />I . .... n
<br />4,
<br />.
<br />E ".w - � __
<br />" I 1=0 . (SEE SCHEDULE 04
<br />` ,4)
<br />CO. m vil ,,Z SHEETS 0 THROUGH
<br />2�
<br />"
<br />wv,�-,�xvw,.�.,�." , I . - ,'- - :
<br />wix .SMM ,IVO I
<br />I - (01
<br />�
<br />r
<br />� 4:'0* I
<br />I ,--- w - 1 mULm w ww to I Ir "'"
<br />: ,/..M,: " ma */ WA
<br />-
<br />-11/4'
<br />MAX I- I MAIL
<br />__
<br />11 __ � - � - � , . CONCRE=IHORS �'1111�.Nll� ., /2
<br />i __ .1 � . - --- - - I
<br />� I
<br />4 (SEE SC C ON 1� - '
<br />SIC "' :' �/" I I
<br />j " I
<br />, i ILIG
<br />i SHEETS 9 THROUGH 10), I-4 i
<br />1 , 0
<br />��
<br />�
<br />, . ",
<br />-,
<br />I I Ole I " 1. I v 4.,
<br />(i)_ ED, � - 1��i'$,�� Qm I ��` " -,p��,,
<br />. 11 11�1 I I _� , PANEL U74M
<br />� b ��
<br />-ri. "'6"., . I � 11-1111111 . .1, .. (SEC SCHEDULE
<br />! T e Eli). 51�','�§Rl
<br />" I ��, O"BEZ)o,
<br />a I
<br />., 1 . -10 ; W.
<br />Is i '. ,a- - SEP'w"Clot I -
<br />r I I .
<br />0
<br />'m .0 � ( 70 GLASS. . o ON
<br />t " 'im 1,11121; i � SEE SCHEDULE -
<br />11"
<br />'i I uAss 1 qeo ON SHEET 3) 9 a to 9
<br />I , , I I %4=1114l .L. : , ;_ _�.
<br />a to I
<br />1 _r suwwwm To 0 A. 0� SPACCAt
<br />M... (SEE 904EDULE ON . .
<br />. .
<br />ot
<br />I I PANEL ..I. SHEET III 1 1 e - � - - . ON RIP owa �
<br />_
<br />I i I - "I' mat.
<br />T, M=L-r,
<br />1I., M.
<br />I
<br />I (SEE -1 � . 1.
<br />SCWOUIL I I
<br />PANEL Lm", () I LOOM am F-01
<br />J, �
<br />k r � �
<br />- _. L I
<br />__ I
<br />MI., i ON SHEET 3) 1 (SEE SCHEDULE Elww , . L '
<br />I
<br />EXIST) I
<br />0 EXIST11" -I ON SHEET 3)
<br />IT sERAPArom
<br />1 .01 � . - I I I
<br />To GLASS, I �
<br />, I L _�.,_� I ��- -
<br />� - - I -N,�---
<br />ME SCHEDULE I - I
<br />- �
<br />5" r I I � I
<br />, .L. I -
<br />I �L��,'-,:� :;.'-,%' _11,11- AV, �i I or v _0
<br />0
<br />a ON SWEET 3) 11 MAX "I", �. - (, ; MAJ. I ;
<br />I �'i I _1 I
<br />.
<br />I . ", � r
<br />40 0 11,',� �,.��/_�,-,j
<br />I I I � ,X,': . . . .... . I
<br />,
<br />IT @ I E. , i - Sax
<br />I -
<br />I , , "L I
<br />1. I C D I OF
<br />t
<br />. I 12 Ix mc, i . ,�, - - I . I w
<br />,
<br />�� ,p UD067H
<br />: 0 I I
<br />I I
<br />, I .
<br />1 . . I
<br />1 I - I 1 . I
<br />i
<br />.1 ,� I L - __ I
<br />0 - - ---.. I ; � - :-:- r i
<br />To
<br />.
<br />��, I � AMCCHM 1
<br />,�.�,.:� 4"C' " ' CONCRETE
<br />rM", - , ,,:, , 11 I - , , � ;
<br />, 21 I 6 ,
<br />, , ,T,,�,-`�,,��- (SEE SCHEDULE ON I I - . I
<br />" , " " L�47� ,, , , C =0:
<br />EXISTING POURED . L (:E SO 0 �
<br />I I
<br />#,'�
<br />.� ,
<br />- � . ........ �*--`
<br />.1, SMEM 9 THROUGH SHEETS 9 TK410LOGOH To)' ", :
<br />- ," ,z,z;.5',.'1 , " To) . * 2 1/8' LOW MAXr ALUMINUM
<br />comckm r",""", .,,,;� � - S
<br />1. � � or "A" OR S
<br />`�' �"� F% �1;
<br />� , .
<br />REQUIRED . I I". ALI. CONDITION) SPACERS; Mo &XI O.0 MID FOR
<br />Ti4l ' ALL DESIGN AND PANEL
<br />11 ws""WM614721"m
<br />. ,.:" EXISTING POURED CONCRETE
<br />.
<br />, � , - LENGIKS PER SWEET 3.
<br />1; on CONCRETE BLOCK
<br />CONCRETE ANCHORA_
<br />, � RECLOW. MAX, LORD ALUM" SPACERS 40
<br />SCHEDULE ON
<br />(SEE INEOUNNED 11r OC.
<br />ED 4� ";
<br />ED - TABLE 04
<br />I - - (SEE #1
<br />10)
<br />S"CETS 9 THROUGH 0) to')
<br />p4mm 9 a
<br />AuIL2;qju Mo .M1 WAPACE -
<br />CEILING fij,ffin MOUNTING Him WALL MOUNTING JOIR RS (M OR IQ
<br />. Eff Nk
<br />;wmpSJOALE 3/11-1, ;%M,g
<br />"'A1111HRON, ,
<br />1* *
<br />L
<br />A, T
<br />!P
<br />.. ,�,E�-- FLORIDA BUILDING OOK (Man Mgt Volocilly Hurriciong ZOR01
<br />.. , %3 se %. -
<br />: FIJI.
<br />. o. 44167 % I .m Wwtlm. - 24 QX GALVANIZED STEEL STON PAM
<br />- I a PR� W
<br />1 ..
<br />, . *
<br />*
<br />gm % I ., �z ;z - _____
<br />�m&_CQMmN&Tj"_3ECm=; I ". "/"/a"
<br />E.D. - EDGE OWAFAM C_ �-_ /T ME C 0 .. \ GLOBAL PROTECTION PRODUCTS, 0911%
<br />I.I.. STATE 0�(,LJWmig==-
<br />', ,
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE , . . . - 4m Lot. $I ~
<br />% Z��.- 14ORIP�
<br />��,S� Mob - OMAC. OL 33314
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO surr ANY : ximm."M "KIPIL. M4)wa-?b4L FAIL. M4)uo-4"7 20-175
<br />,� N�t Rot - -,-I-
<br />NtU&ii �
<br />� - -
<br />INSTALLATION. , 'S . ON"" ft:
<br />- - __ - , -
<br />-ThealithowADWUNLMAn , 1 2 _ Ir'm
<br />- "Irl'i smw 5 0 ,11
<br />. .Z.F - .
<br />I
<br />INSTALLAIION DETAILS FOR SERIES 2000 & I 000 _E_Z HANG STORM PANEL
<br />INTO EXISTING WOOD STRUCTURES
<br />- I
<br />- :7, -, "I ;/4'f LAO S"n" 0 V O's W/ .
<br />1, - ., I I ; -
<br />. :-: 1 1/2* mm tmtLvw "parnutiom ., . -
<br />1/4-0 LAG SCAM 4 4- O'C .,e I " 1- I -TO EX-PIRO WOOD MADIA T " I I __ =1 4,014w,W07")
<br />tDla I
<br />, Z= THam" PEUrRATO. ,� I I I � , ,, -.1- � ILA? OR 0. EM
<br />*=- "EADER. ,� 11 , 0 � 014w S.s. I � � _�
<br />, 114.1' SIAS, I . , . 4 � ) F 0 FA EW OFQ) I I , . F
<br />� 4 , � I '_
<br />_@ " � .
<br />' .. "I I I I- i�, __1
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<br />11 , � '�., I � _,11 1, I � -� INTO WOOD STRUCTURES , � -1 , ,� �., � -,-----�, - - 11. I— I—, - , iim- __ , . - __ I .. � - I I
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<br />� PANEL LENGTH i RAWL 'I.McNaini i "� � , L� �;
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<br />GLASS 4 , EETSC . I - ,q) � PLATE ACQUIRED
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<br />I i 50% I -� IL - JI, 0 12 t/7- D.C. SEE TAB
<br />I _7 Ma�jl DESIGN LOADS FOR THIS INSTALLATION.
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<br />. FLORIDA BUILDING CODE (Won High Velocity HurrIcans Zonj
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<br />=-MrIgm : I . INSTALLATION ARE ONLY VALID FOR kiUI A,SD� : 4ma TIMM mc.
<br />: 40.44167 " 1 24 GAGE GALVANIZED STEEL STORM PANEL T.P
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<br />, � I. * If!
<br />DESIGN PRESSURE RATING (its 1) AND PANEL LEWHS * . . TIMM'
<br />0 T 3 (EXCEM FOR . -Tor
<br />TOP & BOTTOM M UNTINGS CAN BE AS PER SCHEDULES ON SHEE .. I -
<br />I '� GLOBAL PROTECTIO
<br />STATE GP�-_- 11L 1E C 0 I ow N IMMUCTS. �
<br />COMBINED IN AW WAY TO SUIT ANY ALTERNATE 2W`) UJC.
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<br />INSTALLATION. I Rot.. ..
<br />. - S.- 5 son,
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<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD Oil, MKINS, ,AM OAAC. FL 333
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<br />* .... .... . � A11110-1604 FAA (634)M-Bn? 175
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<br />MEMBERS BE 2. INI SPECInc DrAng ft
<br />I DENSITY OF O�58 OR COLIAL c�ows7is
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<br />GENEVA NOTES
<br />111111�111�;� AZ.L;��ftm
<br />(C) IQ- -�M#--VEU*'X,-Cdmu-x,�a.'&�Mmi;
<br />OTMENT (PC 0.) t" KEN VERIFIED FOR COMfVW,E IN ACCORDANCC
<br />. 1/-'# tAmPCGN HORS, AS MMUFACIUM NY O.W SWILDETI, INC
<br />WIN THE 2020 (70I WTION) Of THE FLORIDA VJWW CODE TI STORM P94EL SMALL Not BE INSTALLED AT MICH
<br />. #14-10 PARCUMTE FEMAJI 0 AND PARELMATE PLUS ANC40AS, AS W"ACTUACO BY ELM CONSTRUCTION PRODUCTS
<br />O"CSK
<br />VELOC" MURRrAW 2 (MLW-DADE / BROWARD COUNTIES).
<br />I- 1/4*0 LAG SCREWS PER M.MS,
<br />DEMON WIND LOADS W"MhWb AS PER SECTION 1609 OF THE ABOVE MENTIONED COM FOR A BASIC ONO
<br />It"i
<br />- 7/t6*9 , 5/9" WOOD BUSHING. AS 061141MLITED BY JILL POW SCREW. SOLT & SPECIALTY CO
<br />SKED AS REUUWD JVRTSQRCYKA4 WMEK STORM PANEL WIU BE INSTALLED. AM FOR A DIRECTIONALYTY FACTOR
<br />KO-041!1, USING ASCE 7-16 AND SMALL NO EXCEED THE VMIWM (ALSO) DESIGN PRESSURE RATINGS INOICATOD ON SHEETS
<br />C 1) UNNUM THIREADED RENETRAIM WM WOOD OF TAPCON ANCHM SMALL BE 1 1/2- AMC 2- nom ELC;c PANEL"t PLUS
<br />3. 0 THRU 12 At 17, ,6
<br />W PANCIMALL FEMALE To
<br />IN ORDER TO VEM" THE AW'd CONDITION, ULTIMATE M54M WIND LOADS GErMiNED PER ASa 7-16 SHAUL K FIRST
<br />REDUCED to ASO. DEMON PRESSURE RATING BY MULTIPLYAC T40 BY Do IN ORDER TO ~AK THESE W/ MAX (ASO)
<br />cz) milemum TKwAqw Pamrommok of LIN; sckr*. INTO THE III= FRAME UNIT SMALL K I I ir No THREADED
<br />DES" PRESSURE RATINGS INDICATED ON SHILET ,N T4RUI 12 & 17. 18
<br />'
<br />PENETRATION INTO STUCCO SMALL BE CONSIDERED AS PART OF THE REQUIRED THIREAM PENrMWN
<br />AM
<br />IN OMER TO VURICY TWAY ANCHORS ON VHIS RED TESTIED KITE Hill OWN STRMWO, A JJX INCRENSk IN ALI-Q*AkF.
<br />S 3
<br />$Till-= fOR WM LONCIS WAS MMIT USED I" THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS KEN OrrM'NED IN
<br />C.3) MIN"JUM (DOC DISTANCE OF LAC. SCREWS. INTO WOOD WALL K AS INDICATED IN THIS DRAWINC
<br />ACCORDANCE WITH NO$. 2010
<br />Is
<br />STORM PANCk, AMOUACY FOR %WACI AND WIND RESISIANCt OAS KEN VEFarIED IN ACCOFOANCE W" SECT" 1602A.2 OF
<br />1
<br />CA) MINIMUM PENETRATION OF *000 PUSHING SMALL ME 3/Sm ,/4 IF- 20 SCAM USED SHAAI Bit 1 1/2' LOK MINIMUM
<br />THE AWVT MENTIONED CODE AS PER AMERICAN TEST LOB OF SWIM FIOROA REPORTS 0001401�01 AND #071902-02. AS
<br />SHOULD STUCCO CXIST, AM I* MINIMUM FOR VRALLS VAIN NO STUCCO
<br />PER SM T2-99 & ASTM C 330-02 STANOP"S. mu Alwalcm TESTING LAB SOUTH rLORKIA REPORT jitI03.0-10 AS PER
<br />IAS-20 AND TAS-203 PROTOCOLS, ANCT AS PER CALCULAT"s PEIRPOFWD IN ACCORMWE W/ SECTION 1604 OF YHE
<br />I
<br />CS) IN CAW THAT PRCCAST SICK. p PRECAST CONCRETE PANELS STUCCO OR WOOD BOARDS ME IOU"D ON THE EXISTING
<br />'
<br />rLOMOA BUILDING CODE
<br />WALL, AMMORS SH46LL ME LONGO GWII TO REACH THE MAIN AC BEHIND SUCH rANELS.
<br />0
<br />ANCHORAGE SHALk FK AS MENTIONED IN C 1). C 2) It C.4)
<br />ZL ALL ALUMINUM EX11MIM 10 K W63-10 ALLOY &SO TEMPER Umtrss OTHERINMir NOTED) SEC SHEET 2
<br />(0) ANCHORS 34AU WE INSTALLED FOLLOWAM ALL OP )ME RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCNWS MANUFACTURER.
<br />3 OAL ALUMINUM SHEET METAL USED AT rAO%UtUs SMALL HAVE jlicl�-HiIt ALLOY
<br />9 PANELS MAY ALSO K INSTALLED 40FOZONTALLY FOLkOONG INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 (smun A
<br />4 ALL STEEL SHEET WEtAL PANELS SMALL HAI4 StRUCTUft. DOWN STEEL AST4 A-653 GRAM 80 MINIMUK C-60 GALVAMIED
<br />THROUGH S) EXCrP1 THAT HCADERSO &a SMALL NOT St. UUD.
<br />'I ELL DESIGNATION */rY- 21 2 k. (AFTER ROLLED).
<br />9, IT $HALL Of " RESP04SIBAUTY OF YWE CONTRACTOR TO VERIFY THE SOUNONCSS OF 11-r. STRUCTURE WHERE SHUTIER IS TO BE
<br />5 ALL SCREWS TO BE STAINLESS STEEL 304 OR 516 AISI SERIES OR CORRO" ftEANT COATED CAM" STEEL AS PER D
<br />ATTACHM TO IRMURC PROPER ANCHORAGE INS 144UTTER SMALL ONLY BE ATrAC:HCD TO CONCIREM OLD" OR WOW FRAME
<br />BUILDING&
<br />-
<br />500�8 W/ 50 kvi YIELD STRENGTH AND 90 km TENSILE PRV474 AND SMALL COMPLY *1 FLORGA BUILDING CODE S9CYQNN
<br />2.i " 3,4
<br />10 E" RECULAR STORM PANEL 011 LENCTM OVER W, AS PER SECTIONS 1, 2. 4. 5, G AND ALTEMMINtS )A. 3w & 4W ON
<br />6 BOLTS TO ME ASTM A-101 CALVANIM STEEL OR NS4 W4 SERIES STAINLESS STEEL WITH 38 k. WINIALUM YIELD STRENM
<br />SWEET$ 4. 5.1 & 7 RESPECTNELY: THOU HAVE A LEC61 AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TIDNAAIT TO
<br />SECURE PANE S WITH APIRL)CASLE REINFORCEMENT DURING PERM OF HURRICANE WARNING
<br />7 ANCHOR$ TO WALL SMALL HE AS FOLLOWS
<br />11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAkI ALL SHUTTER CONAPONENI EDGES WHICH REMAIN IN CONTINUOUS CONTACT Wi
<br />THE SAOW TO PREVENT WINI INTRUSION
<br />(4) 1%LlAMTm..e9TJm_C01t1=C
<br />114-0 TAFICON ANCHORS AS MANUfA(,tVRtD BY I TO. BUILOC9. INC (Ml,, 1'e-3102 P...)
<br />12, STORM PANEL INSTALLATION 4.1MALL COMPLY WIN SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AM 10IONG REGULATORS
<br />. I Z ?/a* CALK-114 ANCHM, AS MANUFACTURED By OEWALJ INC
<br />PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO,
<br />..P,-
<br />. I/ 3/4* SOLO-SV ANCHORS. AS 051141511FEI) BY ALI PONT SCREW, UMT & SPEOALTY CO,
<br />(MI, "C .3000 P--J;
<br />13, (0) tHtS PRCOJCT CV*.UAl?Ot4 DOCUMENT (PE.0) PREPARED MY THIS ENGINEEP IS GENURC AND DOCS NOT PIKAADE INF~tXft
<br />- 014-10 PANELMAIT F11A4LE 10 A PONNELMATIC PLUS ANCHORS. AS MANUFACTURED on ELCO MNSIRUCION PRODUCTS.
<br />FOR A SM SPECIFIC PR=CT, �0. WHM ?HE MITI CONDITIONS DEVOIC FROM THE P ED
<br />- 1/4-0 tAMAC NAkL1N A"CHORS, AS MANUFACTURED BY DeWi INC
<br />(b) CONTRAOTOR TC, RE OtCPVNSSE MIT THE SrLW*N. PUR04ASE AND OWALLATION INCtJJCi LtFr SAI'M Or THIS PRODUCT
<br />- - FOR FUC ELMA AND
<br />A 1) 41NIMUM F64KDKW OF TAPCON ANC"OFIS INTO POURED CONCRETE, MIALL BE 1 �14, 7 . 0 PAN TE
<br />Bk%3 (IN INS PIT) PROVIDED HE/SME DOES NOT DIVAtf FROM THE CONDITIONS DETAILED ON M DOCUMENT
<br />CONY11"TION SAIIETY AT SITE is Ta CONTRACTOR'S RESPONSIBILITY
<br />- FOR ZAMM
<br />1 314 NINUN AWHORS
<br />(C) THIS PROOLV EVALUATION DOCUMENT WU BE COMMIERCO MAUD if MODIFIED
<br />A.2) CALK-ih h SOLID-Sn ANCHORS %MAIL Of CIRKWAD 7/6* INTO THE PTJURW CONCRETE. NO EM19ECMCNT OTC
<br />STUCCO SN%L K PERMITTED. 1/4' JI-20 SCREWS USED SMALL BE 1 112- LOW MINIMUM SHOULD STUCCO EXIST
<br />(4) SITE SPECIFIC PROJECTS 51-ALL BE PREPARED BY A FIOROL REOSTERCE) ENGINEER OR AKhfTF+CT WHICH VALL BECOME "
<br />MO I m MINIMUM F WALL$ WITI1 NO $TWO, AND MAY INE HELAIND SCFSWS OR ALI THREADED SCAM W10 KENT,
<br />ENGINEER Or RECORD (EOR�FDR THE! PROACT &RD WHO WILL ME RESPONSIBLE FOR THE
<br />BUT WIT14 *we muorrp
<br />PROPER USE ()I THI, P E 0 GINIEVII of RECORD. ACTING AS A OFLEGATIED ENGINEER TO THE
<br />P,E.D ENMNLER, smu sulimel to �H,s LATTEIR THE SITE SPECIFIC DRW"S FOR ftvfLw
<br />") IN CASE iHAt PRECAST STONE. PRF.CASI COoKRETE PANELS. PAVERS. SITUCCO OR WOOD WAAROS K FOUND ON IKE
<br />EXISTINC WALL OR FLOOR. AN MOM SMALL BE LONG DKX01 10 REACH INC MAIN SIAL)CIVAM SCIOND SUCH PANELS
<br />(.) THIS PE.D. SMAILL IMM THL DATE AND O9IGMAL 3EAL AND SIONAIURE OF THE PWLS1,10"
<br />ANCHORAGE RKAU W_ AS MEIC471014, 0 Rd A 1) AND IN k2)
<br />ENCANEER OF RECORD THAT PRCPARCO IT
<br />(0) TQ_"§m,&Qwj=.AJ=_w"_Avx_O.:"
<br />14. SHUTTER MANUFACTURER'S LABEL SMALL K LOCA?0 ON A READILY VISIBLE LOCAMN At STORM
<br />: 1/4* : TAPCON AW.MORS AS MANUFACIURED BY I I W BUILDICA, INC.
<br />PANEL SHVMA IN ACCORDANCE WITH SECTION 1709.9.2 Of TLORKA BUWNG CODC. ONE LABEL
<br />SMALL BE PLACED FOR rVEM OPENING 44MING TO COMPLY WITH SEC" 17099.3 fl� THE
<br />I 1W 1/8' CALK-114 ANCHOR5, AS MANUFACTURCO MY OFSAILL INC
<br />FLOWDA BUILDING COOL
<br />,-
<br />- 114-0 �/4- SOLO -SET ANCOCIRS, AS OW140M BY A" POW SCKV, OOLT & SPECIALTY CO
<br />. 0 14- 1 0 PANIE; MATE FEMALE ID AND PANCLUATE PLUS ANCHOPIS, AS MANUFACTURED V fLCO CONSTRUCTION P 1111101
<br />Ok
<br />- I./4' 0 ?NMC NA44M ANCHORS, AS MANUFACTURED BY DIEWAL7, INC �;..
<br />.
<br />III) MINIMUIA CMBEOMFMI OF TAI ANCHORS. OM PAINCIMAItS AND 20AAC NALIN ANCHOR, INTO THE . �CE
<br />;r7�1
<br />....
<br />.... FLORIDA BUILDING CODE High Velocity INNU Zon
<br />&-MR UNIT SMALL IN 1 1/4-..
<br />.
<br />(Nw cons
<br />.. %,44
<br />9,2) CALL -IN III MO SET ANICHMS SMIALL ME r.MQECKW,D I/$- INTO THE CORI 4will-
<br />-PERMITTED.
<br />7 ' 1.
<br />`,UUM, MROP. -
<br />24 GAGE GALVANNIZED STEEL SYDOW PANEL
<br />.11
<br />...: ..
<br />STUCCO SMALL BE 1/4' A-20 SCREWS USED SMALL K 1 1/2* L r1mo EX
<br />7.11111r.V1.4110.1 W. *
<br />AND I* %OPIIMVM POP WALLS WITH NO STUCCO. STATE
<br />'
<br />-k
<br />-
<br />15
<br />- i
<br />/I 11LIECOine
<br />GLOBAL PROTECTION PRODUCTS. I.I.C.
<br />""'
<br />- '
<br />CASE THAI PRECAST PRECAST CONCROT PANELS. OR K TO * ' �4 Al
<br />_4 � . I
<br />. ...,
<br />.
<br />I ""
<br />�
<br />4M S. III COW
<br />OM
<br />*
<br />83) IN STONE. OR Sn= WOOD BOARD$ UN
<br />EXISTING W&L ANCHORS SK-41 AS LOW. ENOUGH TO RU44 THE MAIN STAUCIURE BEHIND St04 PA� ....01:111
<br />.�..
<br />.. I . --
<br />30: Ii...
<br />OOL IL =I.
<br />20-175
<br />..... �
<br />AN S16 -
<br />ANCHORAGE SMALL BE AS MENTIONED IN III) AND IN 9.2) �4
<br />-
<br />_=17t.-
<br />� "goo -M& m cmtt)mw�rm
<br />M -
<br />�'
<br />*4 111011111
<br />tw, -x w^lxcNAT,to%�Dmr
<br />.1.
<br />4=4019155=
<br />-1 I
<br />I I-
<br />WALM X'm *
<br />- At
<br />w,
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<br />Ber I -is I
<br />OLME ON - * L
<br />ANCHM
<br />SHM
<br />!
<br />�
<br />a
<br />COKF9 THROWN* to;
<br />INSTALLATION DETAILS FOR REGULAR EANEL
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
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<br />NOTE FOR COMBINATION Or_jELt=: I I
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