|
JAIWAK"
<br />-------,.---.---
<br />__ ___
<br />IWAXIMIL1111,11 AHS& DESIGN PRESSURE RATING (R.s.f.) AN
<br />LF _.!
<br />CORRESPONDIM IWAXIN111.1111111 PANEL LIENGTH "JI SCHEDU UMMUM11 A.S.D. DESIGN PRESSURE RATING la.s.1.1 AND CORRE .
<br />FOR SERIES 1DO0j= E-Z HANG STORM PANEL IM SME SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE & CONCRETE K=K SM a L D - iMICIL WAXI,
<br />�1_,%NIF I' THFILL 4" IFLM ZJ,L
<br />FH__
<br />71
<br />,Y&Ji)�MY-FDP-PAt4LI-ili��-'ALLA�WN'�,14-!'Lg
<br />'YALM ' ULW--;.
<br />- ONE' IDA_fAhLl._��!&L-2 QNS _AI PER SL,0%iN1i L, !iTPI �v.
<br />i -
<br />MAXIMUM ASE, I I 'A � MAXIMUM AW-40RS SPACING FDA j 0, III 3 �12* - I
<br />Of , ,�C,l _U. ,,_ 1 P-141 . APPLICARL TO A. '"IMUM - ------ - - -_ N`pLACA&I TO �
<br />1 in ON C`O.DqX) � !:C, - SIGKI
<br />CLASS SUCTIONS "E"c"s
<br />I 0 A`
<br />_Tp;�aAmn
<br />"r IS I PRI2, ,NpcCNG I C_ INNEUVATE Muni 0 ! FALAINI -lit,
<br />- - � � ___ PLInI AN, CoWl"NA,
<br />- '" __ __ ----- - ---- - -- - �- - - -- - 1AT111 - FDH -" I.)
<br />_tsiam � 1 'EmmiTH
<br />t _M;I
<br />I t �.__
<br />.660. -753 'O. I I/W � -111) * I- `� "- ", I rj;--L�� M-66--wff 15 10 COAICWM M I in ,�� PIT nar. I
<br />- -
<br />(_P - Bloc. 2��Ib
<br />) . ko'. I Is,
<br />I z'w a 31W iiil� cM
<br />j_
<br />- ___ __ I - - __ ____I__------.-- - -_ _ _ --- -_ I I
<br />I I -w 1 12' NIA 1 12- ! ATIA 1 12- i N/A ! 12- 1 N/A I. 4k 2 (TOP) 1
<br />-66D. 'I',
<br />-. , M. UNIS A L_
<br />00 2 7/BY nol,fn -
<br />I & A __ -__ - ------ - .
<br />I - I I,- !** : To, '. I _ j I 5" 4 , � � I � (jF1_T6j;)__
<br />� 1 ! I -
<br />- WARD W, it'll 20.3/4' - S M S A ImAGINIff AT OMCJRUAI� at #OX 01 PANEL LfMMM .________ -1 I—- _+ - 1, _4_ A � _ _:.�kts�_Alr�i_
<br />MEASURED ar)"O. or PANEL . 8. E. -_ 1. TTOM� �
<br />" I I 2- 1. ! ,2. 5 I I 8' - (_
<br />_ _ . .1 __ I - I - �MFIXES 1000
<br />- - __+ -_ f N -_ ,
<br />N/A � I N/A I N/A NIA ! N I �
<br />T_ __ ___ /A /A i 1, 1,12- � ,,- __ � 2- (001-10.)
<br />FS6 0. 7E.5 i - __ � t- --- --I--- - � . _ --- 4 - __. .. - ___ --il- ___ -__ __ _ I I + ---- 70' 0+4 LISS
<br />-
<br />� 7' ! N/A , C 112 1 N/A 1 4 112' N/A I A 1/2' N/A I 3.
<br />1 (TOP) !
<br />!_____ __ I.- � _1 - . - - I _____ ___ _�_ __ - - - . t -- ----- --- i
<br />I
<br />T-
<br />1 12' P41A � 17' j N/A j IF 1/2- N/A 0 112' N/A � 3 (MOTION) I
<br />�__ ---- - --I-- - I--------------- �___ - --�--- _- - ----I
<br />- 12' � N/A ; 12- 1 N/A : A' (TOP) I
<br />� _I __ N/A I 11__�_ NIA _� 11' :
<br />_ __ __-. __- - - - - -- - - 4-- -[-----�7
<br />-, ----- -;
<br />,
<br />I - � '. 8, 1 12- j 9 1/2- 1 12- it' : 12' 1 7 (BOTTOM) I' I
<br />A UWTTO TO 66.0 p IT I AS 0 DESIGN PRESSURE RATViC _VL -1
<br />.
<br />f I -Ho
<br />691 SHEET 26 'OR ANCHOld 'WE FT SPACIVIS VOM "TALLAWNS IWO wow + RrOUlRrS Milo DIS�ANC* BETWEEN w,nrw of PAKI. I I'/;I1
<br />nusar vilexas;
<br />v
<br />AND a) TO BE 1/2'
<br />MAXIMUM ANCHOR SPACTINGS AND MINIMUM LOSE DMINVICE ARE INDICATED ON THIS - f Fill,
<br />SCHEDULE FOR F 0 LEM TFVVFF INDICATED � SCHEDULL REDUCE AlICIAIR SPACING
<br />BY VALATIFtYINIFF, VAC� SHOWN ON SCHEDULE an THE FOLLOMC IACIORS FOR
<br />TIMIS OPERATION TO K POSSIBLE, REDUCED SPAKINIC ORTAKED USING FACTOR $41AL, - +
<br />NOT or LESS THAN MIN- SIACRAG INDICATED FOR EACH ANCHOR �K .1 J,
<br />ANCHORS LEdM F , -0
<br />V4.. 1/.,. + + REOU RES A- NSTAIII "r-1 � 8010. Of PANEL
<br />I ,/.,. ,/.,.
<br />APAINIIIIII TM , _j IF/, S.
<br />TMpCM o�it I ,.MWTT AND Q M BE 3116'
<br />FEMALE CAU,_
<br />[y
<br />_.,__....__._ . __ � - - go I 1 Fill.
<br />- - - DA) 3 3 I '/V
<br />__ __ 3 -, -
<br />, I I _, -
<br />_;;Y�.-0.w;iIiqTw._) __ I I
<br />___ - -
<br />PAT -.1 roiIiIIIIIIiIiIII-ft".) _; - - ,I to � '12 - . - - -
<br />AMK EA PIK MMNW IFACTM
<br />,
<br />- I _!C� __ - - - � x - __ - - � -
<br />I ,yr- __ - - --- - - - - . I Se
<br />_w __
<br />I - J_
<br />- - _'. I 1. � 1.
<br />, .p- I . I .6 _. - iW -1
<br />"'I P, I
<br />I'll, ... IH,41111/1;1��,
<br />- ... .1 '. .... .S.,
<br />11�
<br />-
<br />- `�
<br />\CENSe'%.� \
<br />.
<br />/��.
<br />- FLORIDA BUILDING CODE (High Velocity Hut ,coret Zone)
<br />z : 0. ! PHod "L`VXX - I
<br />z - N ' t
<br />. r,
<br />III : .*Z 20 GAGE GALVANIZED STEEL STORM PANEL
<br />= 11r - I DIAMR, BY
<br />- ;
<br />TIT � i _. - -, I- ---- - --,-.---- _____
<br />T '
<br />I HIC'. S TE O�, I __ - GLOBAL PROTECTION PRODUCTS. LLC. 'I'm'""
<br />, ,;�. W . " 11LIECO... ' \ osm'
<br />"t
<br />pkI c ____
<br />V�,-- . , ,��,�,!, OKI 1. %I w�
<br />D TO "
<br />I e_1 W . - TALF, nslm a C-OMM.Nm CO. RARE. 1 1331.
<br />*I ,�N'A' Fi."
<br />- �t,,
<br />.y I'
<br />It OP I AI - -
<br />- .,m..-. - -.A ., Al ~ (O.)M-�., 1. (".)M-"7 1 20 17
<br />ol - IWR ` '
<br />-
<br />�
<br />11,110 H�,\ A, . �-�ll$ An. .. ------- T----1 Frawl
<br />-I,,--,- __
<br />H.H�`�.'.. - I
<br />I
<br />- . 4jvlicrinI�-�-
<br />- - 0!1':"' A'..'al, I -
<br />I I
<br />_.____.____ ____
<br />� ___ _ _._ -_ _ _______,__ _______________
<br />O
<br />ULA-R.-LIFE
<br />______ ----. - ,---,----.
<br />SAFETY & E-Z HANG
<br />_ __________
<br />STORM
<br />PANEL SYSTEM
<br />___ -
<br />- ,____________._.___.__
<br />(SCALE 112-l')
<br />-
<br />15 115- (TOTAL INOTH)
<br />-
<br />-
<br />2.187- -
<br />-
<br />� 12 wo, (ILFIECT"t WIDTH)
<br />-,
<br />-
<br />- -
<br />I 4 2A0';--
<br />193.
<br />1/.*_7ft5/-*
<br />. Iso . - IF S STUDAMEED
<br />-
<br />5 :/.� (_.)
<br />-
<br />1
<br />314'--
<br />,2! . TV AWA.E e '/A'
<br />SOOT, - I 3�0* -
<br />-.
<br />- I 31.0, -
<br />- 1350' - .
<br />1 2 550' - IOC'
<br />I
<br />Ise'.. - ull!"O.
<br />I t
<br />. - OR 6 12 0 C.
<br />/7!
<br />I I— BE ArYinituo)
<br />,� 'It
<br />!, I
<br />�� _'""""""""""'l"ii,il____�
<br />�, 5 � w,
<br />I I
<br />I ! ,
<br />I ____T_
<br />I _. I
<br />-
<br />I i
<br />i I
<br />__ 1.
<br />I
<br />.21% , I I .
<br />I HEMMED
<br />ED
<br />I
<br />-
<br />0024' " THICK
<br />� �.j�ljfl A
<br />G��Z 0 SML
<br />Z, jZL
<br />�
<br />1 I i I "' . I I
<br />6p, "' I 1
<br />I 375*
<br />.
<br />I 6 1 .
<br />�. . ,
<br />4'
<br />4.
<br />I
<br />F
<br />, ; I -'
<br />1
<br />!T. I
<br />I
<br />�
<br />W
<br />LDrA
<br />I 3
<br />AVILA A1153
<br />_ N
<br />TYP � 2oI
<br />DO. .
<br />-
<br />qp,. I U'S-
<br />��
<br />Cy. I
<br />._ .0 VAUFA
<br />r
<br />GRACE so �
<br />�
<br />, 250'
<br />-ELA D
<br />_MFO !
<br />�
<br />I
<br />2 25*
<br />I
<br />A
<br />I I
<br />- :l
<br />MAIL A
<br />DETRAL
<br />.__
<br />G-,50 G&1A`
<br />40
<br />4.��
<br />_ .1
<br />E ,
<br />1
<br />I
<br />� I
<br />-
<br />084'
<br />- - �
<br />25 1
<br />L__ 1.500- .j c�YP I
<br />_
<br />. ____.. _ ... I
<br />(1) STORM PANEL
<br />_ _ _
<br />� .- � ------ - -
<br />I ?
<br />375'
<br />I
<br /> 3w.- -I
<br />- 1 35C. -
<br />DV A
<br />-
<br />2000' - I
<br />PANE, ionAlL BE FAWAI AUNAn
<br />-
<br />2�357' -
<br />t NON LEFT TO RIGHT W/ I /2, , Lr
<br />AT END AT LEFT %lot At PAWL
<br />(�) KIM"
<br />HEADER (�)
<br />'E' TRACK
<br />(�) ANGLE WITH SYU12
<br />'.
<br />�
<br />-
<br />,
<br />,
<br />,-. " FY, nol toci.
<br />,- ,. .1 . . I - DF INHY, 007" Oil")
<br />RAW, S END Up �, 1 31-1, 0210" SALVA�ILED STED
<br />R/ -rmwfn rn" ,,, 1� I _j i �.� , PANEL. I A I ,
<br />I'. 1 I -.1, - , * ---I II005, ; I '.1
<br />". ,� �. - I "� " � .,
<br />1. " , I . .� ,�', '33" A 270* I I 1. I I � 1, I
<br />,., , , I , I I I r,;7 � ;200, " 0,1175*lIL --� -.
<br />" , , , ' '�, , A - . ".,, I I IF "A-, - I 1 r ,L,,. '.
<br />,,, I 0 250- ", - - _- , - . , .CI7- A 625-i , , I I . - I
<br />- - fl HEMMED . � �4 � I .0?700-
<br />-
<br />2 "' I. /. I , , I . li- t � - - '
<br />I
<br />. 2 �50' . ..� ISOMETRIC VIEW DETAIL I , 33 .: �� . �", 1 200 , i 270- - " ', 1. _�, �'j�; OR (PO
<br />i I'll 2,!'O., - 057, , .
<br />, I FOUNDED CDRNER 0 ENr)r OF PANCC� I 410, . �� ) - -
<br />END I)" W/ HEMMED II I '_)A 625 r 1.15'
<br />__ , ve, � �ivy S) 375- � - MOTTOV pxziu�j
<br />�� 2-300, I - I I EDGE 01 1.14,
<br />I
<br />5 750' IMF M7 . - SO. (�).,KEY HOLE WASHER 06 KEY HOLE AT -PAN - '-' -
<br />012' Ir,P,) 01" 105-154 ALUM AUOY __ -
<br />_F___j� I w ,2.- , '50- - 5:3 � T I . , SEE SHEET! IF lop ADWIONAL
<br />F1 . I .T. .xitt.now IF MEW Lew. is I i'.
<br />- - 12S' ,I F CA&V VALID rOR INSI FORM IWO
<br />I- - 191- = , OOOT 12! - 3 ?Sa-
<br />I- 2 tlAs, - I. I's , - l "L (_j _, _ . I
<br />1 250' 1 5. (�) SLEEW 2 1 "a" ' , . Ile. 1,K)OD STA`.C:`UKS
<br />I MAX. LENGTH
<br />I 2561 1 I L , .. � �
<br />. 7 .
<br />I
<br />CC) 1 C50,0 1 : 750' .250*_ -
<br />�� L_ ! I (Tr", )
<br />O? REV. 'He HEAD (�) "U" HEADER ___:� I - " MIN -0 5' Mo. - - 7000' -
<br />(R SLEEVE I" MAX, - I
<br />Aar IRA"
<br />LENGTH 0 @ HANA, --- (4 PANEL HANGER
<br />- 3OOD' .,,:. INNIP-rd ALLOY "I (B (I 1/4* WIDE)
<br />174' oO 'iGii,
<br />- . 1,00, 0 N ..I!t7.�,\
<br />�
<br />. i ,I, 0; - - ., - - ., FUSE ONLY FOR E-Z HANG STORM PANEL
<br />I I - I OB2" - ,�AN..-., \3CENSe* ..T SYSTEM) 6D63-16 ALUM ALLOY
<br />6. - JSO' ,,;-- P 27S- MIN \
<br />� 1,
<br />I
<br />I
<br />-
<br />I � I /
<br />.
<br />S
<br />I 01,
<br />I
<br />,.--.
<br />-
<br />-
<br />2 ODD* I I
<br />)
<br />III . f I
<br />I I
<br />1 125' "O' I
<br />a 16*
<br />if �* No. '.
<br />I FLORIDA
<br />BUILDING CODE (No. High Velocity Hur
<br />Icons Zone
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />I.,
<br />- in
<br />123' H , --WN a * � . !
<br />"
<br />. A" It. '. I (2��) MIN ! , . . ftnw. RAC
<br />IIl ' * I
<br />' I
<br />Des. .��,- F� -
<br />; ! S -:W.. STATE OF
<br />EIP)
<br />- -
<br />2000,
<br />L -
<br />I I I
<br />. �: 91.
<br />050 _('
<br />Sri SEC -IONS - - 2%,
<br />.11
<br />.-
<br />� . -,
<br />I - " "T . �,
<br />1. - -2-0 - �Lu"�-`:\O,
<br />-
<br />#�, �. -.,-' Q
<br />,,�, \ I
<br />if-; -
<br />,f I I L I E C 0 ... III
<br />_____
<br />GLOBAL PROTECTION PRODUCTS. LLC.
<br />..
<br />"I"'W"o
<br />LAN
<br />�OA�
<br />
<br />iz
<br />� �
<br />,r- / "12�L
<br />F-.-..w,wF,I
<br />iv - - All __ A
<br />A,
<br />'400 SIX. 51 sllw
<br />--
<br />CAPT. n3l.
<br />20-175
<br />C3) 4WLL-W_!r_
<br />(R BUILD-011T "E"
<br />TRACK
<br />105 & J��WASHERED WINGNUT
<br />,
<br />-
<br />4LARK, �'.
<br />`Wl .-IMA - OWN., I.
<br />C`9006719
<br />ANRFA, (-)M-7� 1. C..).W.Ill
<br />up� -
<br />- - - .
<br />- - We -
<br />TRACK ANGLE
<br />-----..
<br />.
<br />(YAMAC 3 ALLOY)
<br />____
<br />FT I w.j%AVTruAL/.,j
<br />-
<br />ARATIA A IN" . � It
<br />'100, I'.. 0 "If,
<br />A
<br />__ __ -
<br />.
<br />___ -
<br />"
<br />� I m 1-1
<br />. ___ -
<br />_____
<br />.-----
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1 000 E-Z HANG STQRM PANEL J)
<br />INTO EXISTING WOOD STRUCIURES
<br />- . I _
<br />I I I . ; W-L-I 0 6' I', .,�, 1 -----+-----r
<br />� --
<br />F�-:- . I - I'. '12" I liPIALIC1, ,,L_11kAT1 IT. _ - _ =.1, ,..- WOOF,
<br />-
<br />'I ,. LAG ,�Alfl 0 6 ,,, A, I - � 'I'VII" 11�xl 1ACADITII
<br />1 , l�i � ,, F.11� l(Witlic". " Aqu Tl.",.��.%Clfs`l 0 A* 0� Ili/
<br />f -- , , I I., ITA C`I, (TIT 1 12 .. TWAFAQED PCHI-FIA111.
<br />I I - "I "Ir.- iii .lAPC. It— - __ - ,
<br />__
<br />- : I � ,�,.. III.0" r- - - - 11 1111FIQ TROU'll I`fADMM
<br />� I I . ..... . �._ __.
<br />i
<br />,
<br />, I "
<br />,I
<br />I /- 0 CA I NO TY (j) ,
<br />I - 4) C-I ow. , III, 11� r ,
<br />- i - , , I .06 'l., ;'/ ",�A�'V'�',' "..",
<br />t /_
<br />/ I
<br />�
<br /> - "I III C.) I , , ,I,'
<br />, I a - � I ____ .,p . " IT,
<br />, ,
<br />, - �D -...--,.--:.. I
<br />/ I I
<br />4
<br />- �,j i
<br />. I
<br />I � I 1i IF 1. I I ., �� I -".-. - SC,I a -- zic III/ I �j � 4 O.. P..,"i,
<br />, I ' " I .- I
<br />I_.1Ar i I
<br />, I
<br />. -0
<br />_6I I I/,I*..jLPI/I' T.J,j, � 1/2' - 11TRAMP I'tINI- it . LA N, Q; 4�
<br />I I I - I - -4 - -'i
<br />I SEE vtlil�, ./,. A I. � 7 1 PIAP A/ 1 1-111PY. IIIA1,00T.
<br />�
<br />�_ I
<br />x"'.1131, .1
<br />I I -, -1 -
<br />- I :;
<br />� I T -1 I- of,",A) AnNi. 6. "I I
<br />I
<br />rrT1 'T I - � _T_ �
<br />T "I-----, -__L. I---,--- 11;
<br />- 0. IVFRY ,,
<br />I . - I I __ (TA I I i . _L M- ,/;. A
<br />; 11C , ..
<br />I �
<br />�, �- - - - - " ,0* I- PF 1 4 C al -I, I., � I !A flll.�QV:j
<br />- Z"
<br />� i "I 3��)
<br />. ___C�) is At ,_ 'l .4r 0 1 " __ As f" I i
<br />I I iN P, 0
<br />I
<br />_�,L:n�U_D-r'�-, T_ ��,
<br />I
<br />I (" . ) I
<br />pm- )
<br />� i I I
<br />, "i". "� , _q) )_ _i I
<br />?I e
<br />I (d-,
<br />I.
<br />I
<br />__
<br />"O`�D HEAPE. - - .. -k--I. , . (�IL . ,AIL
<br />112, i - I
<br />Afol"T'" i I __ -,r � . , *_ '/I- 4 i
<br />11 I
<br />�
<br />- ___k --- 1 _-, I . "I
<br />I -.1 It -Y, ,A 14 I.)
<br />I
<br />__ _ - -.---rl I ell I � " . " i
<br />,
<br />1-1 " 16 411,
<br />! III " I - I-
<br />: . " I I
<br />-
<br />I - 7 ll .. ! I 1W. . I - - , " * .14,�)
<br />;1111/1 I, ': -
<br />, I
<br />I `i ""',
<br />I - - : .1 _ __ 11
<br />- SINVII, �.".S/
<br />T1
<br />I ir'll, I __ ,
<br />I W."'.1 ,� , A,
<br />w ,,A, I 11
<br />.4l, R. - : ,,i-. "10II f". 10 MASS 1 1/ . fl'.2 1i
<br />- � -
<br />I, I I A- ALI . !
<br />I
<br />.1 ITI-.11% : Tit w/ "fil _;",. -N ,C�,
<br />I W - __. - I: A � i-
<br />.�! - 5, - I
<br />%hl� �,- -,-,, . --- - , "K, - .
<br />!� �0� I-, , I Ell . --- - __v__ � - - -- . IARAKA, --- I
<br />, in 'M 11: I 2 r I ,
<br />I 11
<br />4
<br />I I ,.,. .,Q.11, - PI ,:!-.I I 114'� ;D.%'�' ��'
<br />,
<br />.-I I �� 11" I., scw. iv,
<br />: I
<br />- . S,Av �v 1�
<br />I .I, � I 1, " j,,,8T.HI,'Iu- .. '/ "
<br />__1
<br />i -
<br />y . .1 --I I - ,ill �` X --�'_, 16
<br />� ..."l-, - -11 0.11 At i
<br />�
<br />,
<br />I a " CI�l / . fvlliti Min'Al, - ( ; [W., m-
<br />I T �
<br />� 7
<br />�
<br />; I ai�
<br />I 1. I i : I .I , : � :
<br />1
<br />I
<br />1____" . -� I . 'I
<br />I i I
<br />y 1
<br />- - �
<br />__ ... . , I I �
<br />_17 i I il , 1 v I I
<br />R J,
<br />I "
<br />, - 9 V-7 - j I l, , � v - ____� ... ) .
<br />� .1 � I I - �ts I
<br />, ,
<br />: . I
<br />. i " 'I � � - I
<br />, -
<br />- -I
<br />- I,. i I
<br />� , I
<br />; ; ,,, , Ir
<br />I 4 Ili , ,I,
<br />� 2
<br />: - � . ! g
<br />,,, �, ! II
<br />L1_ ! __ _1___.,_..__4 ;, v : , 1 � !� FIT :,
<br />I I : I i� I � --- +�, , - ,
<br />---Irl � �
<br />I
<br />. I " , * IF-
<br />, 4
<br />1 - I : I . ... I I ! C3)c." 1
<br />i . '.I� I A 6'.,/,",�1 , I , I., - I 8 A�, I` 11 It IF
<br />�:6,,,/'.,-,lI
<br />41 I- I __ I 6", ^ '. . -il', 1
<br />1 � j � I 1
<br />- - : ; .- 1 I i: .,.i
<br />- _: 1 _,_1 I , "
<br />� I, I ( ! . Ill 1, i,l -A
<br />- ! -A,-i 4. i - _ : "7E
<br />� . "_
<br />I �1� -.*-- I I,-.;- I.) ;i I .., 1 1
<br />I _� -, .:v I ..... r_
<br />. I I - I � JH
<br />, L
<br />I " .
<br />, i �
<br />l� I IF "I 4/ I I ii; I, 1 IT (il-I I, � ____, % I I
<br />.1 1 2 1. I � I ,,,, --.�,:. , I_ , I 11
<br />t� " � I"s A" 7 I -
<br />- - - PHk I if ,
<br />, I L � . - I 1�4"*
<br />A, "n , � -.11.311, .11
<br />'kIA*"'� it 11 11 - - - , .I _ ,..3/ il, .1
<br />,/b
<br />�_�_.ji,___1_1_ ,H:N1/b.`1'1'IX`I; 1/2* 6 Z I I .,I r .
<br />r . `\ ___ 77W, I 1. . _ I_ IA� -, """,
<br />- '. _
<br />5C a 1* - it, I .
<br />,._Jl �AG p I , /_
<br />- , , ,". F`� . � __ __ � I IPZ
<br />I I I , I , ,� A " It � I TI-115C " I;-
<br />I,� M" TH.ILICIOF It.kTAII W ,iOLp1ij1',,.1.OF I.- - A -I,,
<br />_
<br />DWDIM 1. PLATE .1 SEN't, 'NA, 1,1,,�',37.�.?o I I HOIL 'A
<br />4:4 I) �', I', OR ,, C F., .. ...,
<br />-�+,T�r ,;
<br />d____,_ ,,) -To PANE - P,� A LFi _ I AT, I!,,*..j/"*
<br />`tRf -.ft 'A PitJ1.1 '
<br />'. r
<br />- ��
<br />1 'if I IIL,,� At . I C �XjQw.j/lQ,.s
<br />V q=" ; . UT oc
<br />M" " I
<br />IFIZ, lw� I , I I
<br />,
<br />\ . _. - - - 1-1 I.". - SIC XF ft 0 6' 0 I' .." � I _1..IA& 7x - 6 A' O I .1
<br />=AM -
<br />- - 12 I ,`,�,
<br />- 1,7' - t 'I ..,, 'MAD Pf'r;kAt'lil,
<br />-;- __ 1 , 1.�U�iIivw. 1I.L.Ir
<br />"', """" Z�"'
<br />ALTERNATIVE 2" 1 \ 7k�,EA-
<br />WALL OUR13NG w . .
<br />1`A, �0'_T' C'E�,"" ,
<br />-- tf- - -- �.; PIT 01-1
<br />mll OR
<br />�"Afi
<br />1
<br />0 S-Ali %'I'- r, *1 ki�
<br />INSTALLATION WT .601 "I
<br />ALTERNATIVE I - - .-: I i i
<br />, BUILD -OUT MOUNTING
<br />SCALE 1!4'-'- I �
<br />I WaIALLATION
<br />"wil �_.___ FLOOR TO CEILING MOUNTING
<br />RLSIALLATM
<br />__ _A�w
<br />I 11171AI--II!, I's AR 0111 ��Iu 111" FlIAN-S _ ASO 01'.3IIII, IAI I. 11.10 .... "CA( !,,-.I,
<br />��'O
<br />'. 7 III -7S!,., ANIII P.t,s li.11H 5 I('. 117 � I ,,I'll � AT HATIV E 311W
<br />,AFGIIIIA-� �,_�� : N1 C ,�14*-
<br />, Z HE. �O ;.Aw ".0iis, R 1--l'u.0ALFUL, ML.O(l,, Ir Pv 117 ,P"";�vl ...
<br />,
<br />N� 4 III FiFCrr. 0kYF`ImY or !, OR , 11PAL
<br />� I
<br />. i 114K,ocas�'-��`,J;
<br />:I-- z . . FLORIDA BUILDING CODE (II Velocity Hut icrine Zone)]
<br />"T "' 4F : NO. 4 151 � S il�� I— -
<br />A4 z .
<br />= Is: :*= -
<br />IE ':;i�,-�.A�A,C AEC,,,iN,i,(IM 1c. Afp�TAPNI III 'O' A, 1 20 GAGE GALVANIZED STEIL STORM PANEL �__ 11
<br />1 " = I � =
<br />,H *
<br />IHIL AA --I' Q-11". 11) ` Is 1 til, HAIEL I I V, 1�'Iil = . I .
<br />I
<br />! - ______ -
<br />int", - 1I.F`x1 , ,: � _�.11_ IIPIF CH, ,,;,, __,, I . \ .,/. -
<br />__ - . :k _�3 SIAT OF. .,� - _,i`= " � , GLOBAL PROTECTION PRODUCTS, I.I.C. .1
<br />' - _ . I
<br />"
<br />ALTERNATIVE TOP HEADER _"__/_,�,_,., , IILIECO,.c \
<br />CUMMNMK"-OL-Um" - 1+: - i"I"I"IM11 -
<br />hu � , L --. I
<br />jMW_EMW-
<br />el��,-I?l �W/; u.r-dp-wC. ITHIPMEVA".4 co -A., 1 "..
<br />"I"111111,16,
<br />COMMON A AMC LOCATION 0N, IL t 00 '
<br />'O" . 0011 V-1-A 11 it, 111ji'LI 11 .. HO ,� _. __ ( - - (.1-jee, A- 10- 176
<br />�- -4:.- *.;!7!,= �ri-,
<br />I I
<br />I- -I."- ,
<br />-1 ". 11r, .1 Wl.i.,,,H - -
<br />St -I '/'* " 101.11, _,,_�!1'11.
<br />I-
<br />1010"', V�
<br />"IMP 'RA- POT Q '04 I LAIII7, A _11F,
<br />"III.-. IT. _P� __2�__,�_
<br />101F 11.11 11. I I
<br />- - - .10RIDA PY A -.1 I I iiiiXt IT 0 HL
<br />___ - I
<br />-
<br />L_ I
<br /> ___ ------------- _________ _______.___. ___________
<br />" S.D. DESIGN PRESSURE RATING (0.2,11.) AND CORRESPONDING * 2/4 +1/4, 3/4, 4/5. 5/5 & 6/5
<br />UAXIUUU SINaLr PANEL 61) LENGTH "i scHFDuLE ONLY Fog REauLAR STORw IW/6. 2W/6, 3W/7 & 4W/7
<br />PANELS NSTA ANCHORS (SEE SCHEDULE ON __3
<br />-1 JAA1ION INTO POURED CONCRETE. CONCRETE BLOCK & WOOD (t) -3, MAX - - ': -
<br />INrLA(b wouniumn SMQLLPAMLall'MMUMa ALEACH __I*_MN _____ SHEETS a. 10 &I IF --- _____ - ------- - .____ - MIN -
<br />0 a 0 0 ;
<br />ALiDr-AwilOrTou END-WIti-IRAM (j__k__0 & -1 QA ____ , . -, - . .__ ____ - ___ __ ____
<br />- - 11 - - - __ . -
<br />D.M.. 02.(�),(�)j-, , I I I I F T`--7-------� - T_ - -, I � I .
<br />.
<br />MDi-IIII _�t RK4, XB 01=1_14WHIM-AI La" I I I - �.. __ - - - --- - - --f 7 ---I- - T- -I--- --- ---- -1 ... T'
<br />I ,
<br />MAXIMUM PANEL LENGTH
<br />'L+" OR . L- " (ft.) 0
<br />MAX.- -SO
<br />,.WN
<br />CONG., . .
<br />PRESSURE RATING
<br />MiStALLACTIONts t
<br />IF, - I) I. ll, -)
<br />- __
<br />-L+ - I --- L` __
<br />2*0
<br />t�-o'
<br />.
<br />__ -
<br />iso_
<br /> ': -J�
<br />-121-W
<br />,,--a- -
<br />, ,,-a*
<br />,0*-V*
<br />� - _,�O , __
<br />J3.0
<br />- -
<br />W-101
<br />__
<br />W-0
<br />- __ 400 - - -
<br />-
<br />- - -
<br />__ ,D7�
<br />___
<br />. j�-;� -
<br />---.I-----
<br />-
<br />.10
<br />- �
<br />- ,
<br />9' a,
<br />4' 9'
<br />. ,
<br />500
<br />$50
<br />9- 1.
<br />a . , 1.
<br />0._..
<br />-
<br />ea.
<br />BOO
<br />8' J,
<br />�' Z'
<br />65.0
<br />a' V*
<br />-
<br />7, III*
<br />7"
<br />?..a-
<br />-
<br />r-qY--
<br />-
<br />250
<br />-
<br />7 _$'
<br />Ili
<br />-
<br />ao� - 0
<br />1._2 .
<br />,
<br />6,_ ;; -
<br />- - -
<br />93 o
<br />- �
<br />I.-O.
<br />. __
<br />C-51
<br />I ,
<br />1 - sii.�I___
<br />0. I
<br />- 0
<br />6� -,
<br />__ _
<br />I - ____ �
<br />9.0
<br />-
<br />6'-F'
<br />6 -0"
<br />.11 , 11
<br />- I
<br />6 _5 .
<br />- -- --
<br />- A.- I 1.
<br />- __Iwo_
<br />,0*0
<br />� -
<br />4I
<br />V-11,
<br />- ,.IT .
<br />I OV -
<br />.
<br />-
<br />3-7,
<br />. I __ -
<br />It5o
<br />.
<br />-
<br />,
<br />5'-fi
<br />� I - - � -
<br />1196
<br />�
<br />-
<br />-1 __
<br />. jl-$.
<br />MAXIMUM FANEL LENGTH
<br />'L+" OR "L-" (ft.)*
<br />MAXIMUM AS'D
<br />CONCRETE & WOOD
<br />DES,G
<br />MAE GN TRACT
<br />SSORE 0
<br />INSTA, I.A"ONS t
<br />(FIAT) f� ., -)
<br />- -
<br />L+ . � I L_ -
<br />200
<br />11 -1 ,
<br />. I - - .
<br />23 .0
<br />- -
<br />I 2*- 1_�-
<br />. _1__C!� -
<br />, , I- 1.
<br />-_ -
<br />___ , - -
<br />Jv. 0
<br />. . -
<br />1 1 '- it -
<br />____ -
<br />'a '-7-
<br />.- m 0 __ __
<br />- -
<br />. -
<br />To - ,- I . a' -
<br />-
<br />- 9 � - iz --
<br />�O -
<br />0--_;7-
<br />- - �r -
<br />- . I—- I—
<br />QL0
<br />_____ _
<br />w-I,
<br />_..V_____
<br />0--7-
<br />1 1
<br />"'D
<br />-
<br />#*-?*
<br />,
<br />_8*_2
<br />550
<br />fl-j-
<br />-, -
<br />?*-r
<br />,
<br />-
<br />600
<br />a _O*
<br />7--s'
<br />-
<br />0. 0
<br />-
<br />,.-a.
<br />-
<br />?*-2'
<br />700
<br />I.-,.
<br />li.' - -
<br />.
<br />� - - - 7,1I 0 __ - � -
<br />-
<br />- "-2-
<br />� � 6 .L41 � . -
<br />- -.- - _ ___ _
<br />W-0
<br />_ -
<br />?.-,.
<br />- -
<br />0 - -�,
<br />- __ -
<br />1VT_
<br />__ -.---
<br />7-0 .
<br />I
<br />I -
<br />I - - �
<br />900-
<br />- -
<br />61-J,
<br />____ __
<br />d'-0, -
<br />-
<br />-
<br />950
<br />1 -
<br />-IT' - r +
<br />-
<br />6*-10'
<br />- - __
<br />- - -
<br />1000
<br />-
<br />_
<br />6 -3-
<br />__
<br />5 . -7
<br />1050
<br />- ___ -.--
<br />5 -3'
<br />_
<br />__ __
<br />5 _4'
<br />- . -
<br />110.0
<br />_
<br />-
<br />__
<br />5,-,.
<br />---.-----
<br />115o
<br />, ,
<br />___ - -
<br />- . - __
<br />- ---- - C;-
<br />,.-,
<br />4-8,
<br />-
<br />- I Iii, 6 -
<br />-
<br />�t$), U5 OF U 11 I 1 I I [ �
<br />I I
<br />7 I I I
<br />i i 1 I
<br />! ) � ! I I � I
<br />;
<br />�i
<br />I 1 1 1 1 1 I
<br />I I � � [ I � ; � :
<br />I � � ! � � 1 � I I
<br />I I � I I I i I I 1 ! � I I
<br />! ! I I I I .
<br />, � 1 I I 1 I I -
<br />1
<br />I : i �
<br />. . � ; I ,
<br />I I . " . . I
<br />I
<br />- I . I
<br />,J�A ',.� �1'1"�', � � '
<br />1
<br />� I : I I I 1 � 1
<br />� I i � - : � I i j I � . + I I s I
<br />, . �
<br />I . . � : ! ; i ; � I I T I ,
<br />I ' i i - I 1 L4
<br />'
<br />, , � I I I 1+�, I : , : � . I � !
<br />, I
<br />I I � � I � ! _'__ �',A �
<br />� I I "-) 1 ' ; . i
<br />, I :
<br />I � ! �1 I I I
<br />I I JUNBOLfrD PANELS �
<br />� I � � I I , i � . � .
<br />I I � � i .N- . - I - � i - ; _ i - - ! ,-
<br />f � I I I AM - I i_ . .
<br />i I . . i I � ! � I BOL FEV PANE I S W/ �/40-20-
<br />1 ! .
<br />I I �FRLAP
<br />j ,(SEE SECTIONS AS
<br />�
<br />I APPLICABLE) I
<br />I � I � �
<br />1 � I ! ; �
<br />.� I �
<br />I I I I I I I I S IS FILS $%I */ 45 0 EA
<br />� � I 1 I � ; j
<br />� I (SEE SECTIONS AS APPLICABLE) -1
<br />I I . � I � � , � � 1 � I I i I � i
<br />� � � � � I I � I
<br />i
<br />I � I � � I T ,
<br />I I I I I
<br />: I I
<br />I I
<br />� . I I
<br />I f , I I . I , I � : I � � I
<br />I � I � 1 I I . I � � I I I ! ,9 1
<br />I
<br />I I ; I
<br />I I I I , �
<br />�
<br />� ! - , . I � I I � i I I I
<br />�
<br />I I
<br />I
<br />D.M..(�). 40. �, I_� � - ' I .
<br />� I � � : i
<br />I I ! I i I
<br />I I I . ! I I I I I
<br />_� - - ! , � -,-. I -- i -
<br />- - I ..t; so:
<br />.:
<br />64 " 9� -
<br />L, ,�,�!
<br />k� �' ;! ___ I I 0 I ft- WARRAI � 1 �g' I I I
<br />__ - 3- .
<br />" MIN 2/4
<br />+
<br />*11/4. 3/4, 4/5. S�S & 6/5 I* MIN
<br />WI 2W/6. 3W/7 & AW/7
<br />-
<br />ANCHORS (SIC SCHEMLE CAN SHF11i 9, 10 *11) -
<br />L',J) ELEVATION
<br />1/1' Wo. GAP
<br />2 687* NIS - -
<br />(NW O~ -I *of Willm I
<br />- - im
<br />- j �, _ __ 7wT __
<br />� I - I— ---=-Awqr I .?WT., ____701115K .---- . . . . . . . . 7-Kin
<br />._.. V_ - -'I"-_/-- - - -,or-- - _`%. __ - 14 ---\+- --f- - __'S,_.___/_ ..,A_ - _/___'4
<br />MINIMUM SiPARATION TO GLAS'S SCHEDULE
<br />111-- ___._..___ - ------. __ -
<br />IMUmMUM *040 SPEED 19 I 70 M.P , WIND SPEED > 170 P.K
<br />PANE, LENGTH __ - - - I ------ _ I _ __ � . -
<br />(In) VlNi�jl"Rhll RESTRAINED jUNRESYRAINED I MTR--ED
<br />-
<br />30 OR LESS I- 4 6' ! 0 -
<br />__ - I __ ... - - ___:1-.__.. __ - 17
<br />-
<br />'31, To 00 I. . 7 _1y2_ , V2.
<br />1 _11�__ -
<br />-iiI)_ _l___ ____ 1 - I' , 7 1/2' I 7 112'
<br />t TO AS I.
<br />"_ii__. � ____ - - -- 1 --: ----- f - � �, ---
<br />F I 'D IML-i I- I I-
<br />,
<br />,
<br />MAX CAP . .,..-, 1 4 ,� - 11
<br />.1 1'j SECTION A -A . 1 ;
<br />I, N T.S, � -
<br />MWTCSF
<br />Eit) II MAXIMUM kLONMI PANEL UERCITH FOR A GIVEN PWAVIE AS 5 DESIGN LOAD
<br />L- MALL AliONAIRE PANEL UEMM FOR A GVM kFILATIVIF AS D DESIGN LOAD
<br />(2) PROCEDURE TO OCIVh" AMXUMUAF PANEL UII
<br />WAN A PMFTA AS 0 DESIGN LOAD, DEIERWWE �WN INUREL LENGTH TIL.- IRDAV "DUOL
<br />CIVEN A NCGA3rA &SD DEWN LOAD. DETERMINE MAXIMUM PAIND. ILIDWITTIN % FROM SCMEDI
<br />PRIAL MAXIMUM ALLOWABLE PANEL LD40H IS EOLAA ITO !14 FAM-10 OMPTAINED PANEL LL%IM
<br />BETWEEN .1 '. AND " . '
<br />(ST SEE SCHEDULE 1110a POP ill* PANEL LENGTH ION POROSITY QUALPFICAIFON
<br />-
<br />-_ -_ --- ________j
<br />MINIMUM PANEL LENGDi (in) EOR A QVIEN MOUNTING CONDITION I t NsTAIATIOAM WOOD w tm= M , 95 1,1.1 MAIL &%O� or" FNII RATING
<br />I I I . . E ou"13-001 .10.11 - MW.TAWS 0, ,O AF IT POP MAX, .SO DESIGN LOOS & MAX PANEL INI FOR I
<br />;
<br />. .
<br />Is 915 I
<br />1, 1NINCA
<br />t_�!P=
<br />DIRECT
<br />wow �
<br />�
<br />I
<br />IT
<br />HEADER
<br />-
<br />I MEADOR i
<br />I I
<br />TUD
<br />ANGLE �
<br />I
<br />`,.
<br />TRACK
<br />;
<br />I `�%
<br />I Ii /-
<br />I IT L*=
<br />- I DIRECT MOUNT
<br />L
<br />- "' i
<br />32.
<br />-__T__��;:__l
<br />I w
<br />w
<br />i 7
<br />� 57
<br />__ . I—
<br />75, _-� 1 5' - ",_ A-NGLL
<br /> - -
<br />J6- I
<br /> � I --- 4�
<br />32- 3iI 1
<br />- . f
<br />37
<br />I .-
<br />42'
<br />-I __ -
<br />M* S;;_
<br />17
<br />- - __ - __ _. . -
<br />'f
<br />__ t
<br />_ - �
<br />-32 *
<br />- _+
<br />32- :
<br />__ - �
<br />A2'
<br />... __
<br />87'
<br />- - _�__
<br />1.
<br />-
<br />1 6w
<br />31 1WK
<br />-
<br />_Mw_ --------
<br />A
<br />5S.
<br />I
<br />I __ A
<br />- - -
<br />__
<br />;
<br />l __
<br />-
<br />A& "
<br />, §uu__&ff_1_Tw
<br />,2'
<br />'a'
<br />-
<br />60'
<br />,
<br />f
<br />%__ -.- _.__.__w__�__
<br />w%M;z5
<br />__ .,__��___,
<br />_3
<br />- , - I-
<br />__
<br />. --- -
<br />- !'�
<br />j SO- j
<br />i .12' 1
<br />38- I _
<br />I
<br />60*
<br />t 50'
<br />;
<br />: " ' .,RRd INPIL -
<br />* : � 44167 '. E
<br />; * : 1 � ___
<br />;i,. � TATE 0, � , * � __Sz,_ --- , 1.1) 11LIECO.Faic
<br />. 0�` 4-14- J ,
<br />I,, I,,-- TORIDIK .-,-�,
<br />,j �C*:-; >-5, -41 ALFI. 1XV A! `"0`05� C4
<br />,,, �,q� i ...... .... v ,� -, , - Lee, .1-11 lrql _). M -
<br />",I � NA III� -- -- - _%.=
<br />� - � CA-000ii
<br />24 GAGE GALVANIZED STEEL STORM PANEL .
<br />1XVIAT"i p
<br />a n?1w.
<br />OBAL PROTECTION PRODUCTS, LLC.1 ' DAM
<br />MOO 10, IIII� .
<br />..MIL F1
<br />KHoAE (-) �_. 4ZI-111111� 20-175
<br />. - I - I--, =Z_ _ 11AWARM, .
<br />1- -1 1 ___.__...._,______ ____._ __ ___._____ .. __ ___ . - - ____
<br />__ - , _ . .. . .. ... _,__..____._______,_____. ___.________ ___1____ -
<br />GENERAL NOTE
<br />�,�m,t�u.n!,!!�IA,��-.1�m�AMTIO�N
<br />CC) 1U,_X*511NQ_,Wt�"__I _7191ELC �9?LI - �9 55 FOR- .11
<br />�`TmUgt,_T (HE 0) HAS BEEN VEIPFIal fIJM rOVITUFAI M ACC04TVAIlCr
<br />- ,'4*0 TAPCON ANCHORS, AS MANUFAT719FIFLI Ell ITW 8UILUjA INY C -
<br />��
<br />WFIN T.L 2020 (71. 1OIT'OM) U1 THE rLr1RTDA WRI 1,01IF ?.FS SIOR. PANEL I.NAI, KrI ME .1STAFD At MCI,
<br />rQ ,'01,11T., N PRO Lt�.
<br />- #-A- IP PANC�ATE FEIWALE if A40 PAKIELMATE r'LUS ANCHORI AS NAMUFAC-uliFF1 i -1 ". -11
<br />VFLOCIt- HURRICANE ZONES (M~-OM / BRIWAII COUNt-1-5)
<br />'PER
<br />- 1/1'. � SCREWE PER NEI!�
<br />Dr�`(,N WINE, LOADS SMI (A Cirtt"'Al"re, Ar SECIION 1600 OF 'HE ADM AFCFm`P)NU) C(lOE FD4 A BASIC WIFIL
<br />- 7,,11;'# . 'j/8' INOCO BUSHING. AS 01SIk'q0:EO MY ALI PUIP41 StRFW MITI'.! A, Irtro -
<br />S,FCLO AS ATEIDOIRED ETY THL J%IP.1SVC1mQV *4EPE STORM PANEL Mtl AL INSIALLUE AND WR A DIRCCHLINAL.FY FACTOF�
<br />,I THt PlIt-AURIC
<br />1;�
<br />-vrt) - C
<br />KD�U 85. UWNL. AS( I I � 16 AND %H4" N, F"CIVI MAXIMUM (ASO) DESIGN RAIPIOS INDICATED ON SFEC75
<br />9 IM(tv t7 4 I?, 1p
<br />Cl� MINI L-M IFFEADED PfHL-TRATION INIV WNXJ OF TAPCON MiTt"S SHAa , ,Qp VMC ."
<br />fic I I/? "n". FL(Cl II�r I'w" a
<br />ANOMPANfl-MALC FEMALE 10 :;-* .."
<br />,%.
<br />, ORDER TO VERFRY THE AOrNk CONIV;QN, (Mimilir DESIGN MIND LVIAI rCTERMINITO PIP A',Cf 7-tilk SIMIt 81, FIRST
<br />-
<br />I -0 I -el
<br />ILIAI PO AA V OUSIGH F`RFSSURE RI NY MUL PPLIING THE. 01 V E, IN URIULP TO ((,WARE 114CSI A� MAii (A S 6 )
<br />- _') MINIMUV IHRLADEV F`CNCTRATION Or _AC SCREW. INT,0 THE WCOO FRAME UNII SMALL BE I .1 101 THRI 'HI,
<br />'
<br />PE '" PRESSIFTE RATINGS INDICATED UN SHII $. 9 INVEI 1'.1 al 17, le
<br />PFNFTRAIkA INTO �TUCCC II BE �ONSJDEREO AS PAPT OF THE Ruov,qrb THREADED RATION '0
<br />IN ORDER TO Allury OW ANCIFORS 0. ,His "ft) AS TESTV) WERC NOT OVER STANI A ,-3% 114CREASE IN AILICKIABILl
<br />.%
<br />11
<br />t- , MFSS FOR MNO LOADS WAS = USEO IN tHfiR Nqlllf�is rASrFNFw_ q-AI �Fi WOO,' ,W� Fail, O,�FRWNFD ,N
<br />t 11 M-iiiIiii ILK;( f,4�!ANEV OF LAC '47ilrlit' INTO WOOD SHALI BE AS -NNCAT,-U1 IN TMtS DRA II
<br />ACIOR E *I'M N.DS nib
<br />Wx
<br />�,Mll PANIECS AUEQUACY FOIL IMPAI, NO WIND RESSTANrIE flAS SEEN VEMI IN ArCOROANDA Willi SFOTION 16011 I I (�
<br />Q 4) MIFFWAA PtNtfRA104 IN *000 "U�FING SiAtl_ ME "'II, ".- A 2'. �_F,r_ Usvj� "j or , ii?. 'ONC M.NIMU.1�
<br />THE A130VIT MENTIONF-, CODE AS PER AMERICAN .-EST LAB 01 �0111� FLORIDA REPI f(III ANO #021902 ", A,�
<br />SHOI ItUCCO E�tST. ANC, I' illiNUFFA " WALL', TATTM NI SWCCO C_ �o
<br />PIP �SIO 12 " & ASTIM C 3X-02 STANDARDS, ANU NAFRic,AN TESi,NG LAM SOUTH FLCViFOA FI(pCir #11�21D Ili AS Pill
<br />1_. IF:
<br />VAS-201 AND TAS-203, PITC,104-OLS. AMIT A� fill, I.AlfAILA"kIN� PERVORMED IN ACfORFAI W/ 'tCTION 1654 OF 'HE
<br />� 5) IN I�Asf THAI PRTCAST STONE, CA PRECAST CONCRI PANELS ST"Cer) IA *000 OW.D., of ri)UNP C-4 !�IE MlINC -,I1, C
<br />IiIIIII0. Eft,kc,14C CNY
<br />NAt" ANCHORS SMALL SE LONG ENOUGO TO R1,404 !Mr MAIN STRI BEMIND SUCH rAKEL5
<br />�WMCAACJ SIMLL (if Ir. QFNIIONF'D IN l.' 1) C W) A C 1) , IV) -
<br />2 AIL ALUMINIUV FYFRir,ICN'4. Ir 14 6065-16 ALLOY VIC, IEMAL11 (UNLISS OIMERWSI NUUT�,) SUL SHFIFT .,
<br />!��
<br />ID; NCHI SMALL Ift INSIA1170 101LOWINI; Al� �� IMF RFLQMWWATION� AND WE I.F CA I 11)".1 I. TH, Awl A"rA(-.p I R
<br />� Ail, ALUMINUM SHEET METAL U',,FC1 At (AUslikkS NIFA�k IMVf 3105- M4 ALLOf
<br />I A i r,�rll sHFF1 MILTALl F.A1WI$ SHI IIII STRIJC1IJRIN jLiAJ.1TY �TLEL A.". A 653 ioRADE LIE VINIMIUL, " 'O GAL�ANIIED
<br />a PANELS WAY AISO BE INSTALLED HORJZQN7FC,Y FfiLICAVINC INSTA!LLATION OE-CL.1 S,IDWN C11 SCETRIN I '41TO�,Gll 6 (�.HFIM A a
<br />H'W(,,- S� k.,:I.P' TM.T .ICAI A(D SHALI .07 ME USCV .1
<br />-
<br />STEfL lAITICIOTION W/FY- 922 - (Milk RUtLIM)
<br />, I SMALL .'Jf toff RrSFQNS,MILYY Or THf CONTRACTOR "O VERTF, THE SOuNDI Of IMF "UC11UPE WHERC �1111111 -
<br />-
<br />I Ali .;I-,Rtw TO Af STAINLESS STEC, IIII OR 3!6 AS, SERIES OR "CIFIRMON RFSIST.ANI 1U.IJO CAPLJCA .Itk� - PIP LIIN
<br />,
<br />AT AI TO Nil.lfil PROPER ANCHORAGE THIS SFUrrP SMALL ONLY BE Arfi,�HEC ILI C�_Cpm DILOCK '�). FRI it"Al
<br />5001� AII SO ki, 111- �.TRJI AND 9C - TENSILE SLFKI &NO �MAU COMPLY */ I-,r,.E� iI ,,,Uf SE(fK)N
<br />8kiltrINCS
<br />,_ ,3,
<br />!fo Efitv HICIJLAk %IC,RM PATIE! WITI, tENCIMS OVII 90', AS KA SE,.MONS 1 2. 4. S b AND ALIERKATIAS In. 3*
<br />�IIII A. �. I, A, ; RFSFECTNTI-Y. SHA.I. HAVE A 1108a Mr, READILY VII MANKIN'.. 1W�TRI1r_ll.i% OWNER ','I T1FMNI Tl�
<br />f "OtTS M tit ASIM A 507 GALVANWEit, %[Th OR &I NQ4 SERIES %',AR4f!,1 S:141� WITH 39 �F� M-NI-10 YIELD STRE"OPI
<br />SECURE PAWIS Ant. &PPLICAOILE REINFURCEFIENT C'Jilltu, P�RFOCII, Or ItURRIC.Aill WAAMNC.
<br />I
<br />I ANI 70 TVAL, �Hki III AS F(AiCS
<br />11 IMF .111.!�TFOIV CLJWF,wTOR S To SEX/ALril,' A, SHIJIsER COMPLINfMI i'Li,A., WH(ti P(MAIN IN �UNTtNUI�ki' ,O%TA(l III
<br />THE EUILE,jNC. rO pREVjW WINU/"i., NTMP%K,N
<br />�
<br />tk) IQ EXI!�7.!Ni� PPQREQ C04GALTE
<br />- 1/4't YAK,ON ANCHORS AS MAJ40FACTURLD FT( I I W ft'JI)EI, FIK. (Fll,, F'11'4.' pf� )
<br />I ,� �JUANM IA14LL INSIAIIATICI SHAIJ COMI MI. srITCS INVI(ATED IN 'HIS 06,0"'NO I'Ltfs ANY P11110I AIL) ,FIFI IllCu 1ION1,
<br />11 ANIII011, AS MANUFALAlIkEf. MY rIFWI Fw
<br />PA(MOID Ell WE Ailt.-�0�0104 WHERE PERMIT IS APFiVE', ID
<br />�:1.1:FA1.1II,'1'S1ALi<
<br />/ ,'-- CLO-Sl' ANI Aii QIS1WOET7F BY .1 PUIN7 iTj.NEW O(011 & -1 ECIAIF1 CL,
<br />(L", I'l-lOw P.11)
<br />! .1 (.,� TIV!5 PRODUCT rVALUATI.ON DOC.UMOr IF E O I FREITAFT13 EP tM!5 ENriNCEP IS CENCRIC AN[7 D01I W. - 114IM:lt IN' AMATI7,N
<br />A . ' -0 91 III',, lc%�,R�I�Iqll PRODUCII
<br />j I 'r. FIANkOWE tflil.[ 4) A PAWLWTE ,WS ANI AS WAH,I`ACnIRV
<br />10. A SPE SPECIFIC -OJEC'. , e VAllf 'K SITE CrNDff1TiNS OC�I`E rRoV r-k P I ,,
<br />1/4*0 ZAiMC NAILIN FINCIFIDRS. IL5 MANLFACTUPEO Em PEWALT �4C
<br />In; CCJNIRACTQR TO Of PIESPCIFI FC-4 lilt srix,Tio-� Fult-" v lm�v,c,, NcELLEI LOD SAFI77, 11 THI, PRI
<br />A 1) VINIMUM EMENEDMI OF F4KUN AWHGPS IWO POUREE (�-NI �ILIAL Of 1 3/4' " NOR I PANI ANt
<br />il",! ill 111% Pf 0 PlICATTIVO HE/SMl DOES NOT Ofl,MIF FROM I.( GONLATIQlP, $XtkIjTT fill IM!� rikil-LIMIF147
<br />1 �/4_ IOP .'AMAC NAIIIN AMID"$
<br />rONS-OCTION WET' AT SITE IS THE ,FNIFLAUr0FI 4LVIUN5iP1UT1
<br />F' Tlljk TP1)n!-,T (VAtI.IAllON C1�ii7IJMElP MU BE C.ONSTIFFRITTI IMAI -1 WIT)DFIFt
<br />421 CALK -IN A 'WLID 5k I A?+CMDF`l W� I or FFAIBI 1/5. INTO ?HE PUI '.u"Courf NO EUBEWE,47 INI
<br />,41
<br />SiLICCO SIMI: 01, li(�PII I/4* 0-20 $M1VS_ �J�ET' SMALL Of I I/Z' LONG MINIMLIM SHOULD SIFIC" * ' L"Sl
<br />M' "IF MI PRILLIP " SHAU Or, PREPAKD BY A FLORIDA FE';ISTI INUINEEN UP AMi7HJT;rT Will,'Il WE, EIF1,OMi lFil
<br />ANO I , MINIMUM $Oil WALks WitH 40 SIV(LU A1,11I MAY OF IIEAI SCRI 04 ALL TFIRLAOrp SCREW11 */1. .EAr
<br />E.,;FNELFI TI1 REC(,FF(I (E 1) Q � in. THE FRI ANII WHO WF_L Pit RESPONSIOLE F, IR THE
<br />BLOT WIT14 WINC Nut'S
<br />LFOPLN USE OF THV I' �, n (tOrANIFFIF Ol RTCOPO. ACTING AS A OI INCIFEM. IQ THt
<br />� i D I NFAN t fR '�HAI; 1ULAFF7 ITT 'WIS IA11f.P IW SITE SnFCIFIC DRAWINUS FLA II
<br />A 5) IN CASE IFIM HFUl.&SI S-UNIF ,'RF,1AST CONCRM PANELS PAVERS, STUCCO OR Iii al,-NIP01, FIVE FkO OM !HE
<br />EA,NTIW, WALL OP ttl)fil. ANITHI)P'S �104, CIE t0iA FWA,Ell lil REACH rHF, MAIN ' Fil"URE OCOND S":k, F`ANFI�
<br />-
<br />C,J �'S FED SMALL OLAF, 'HE UAIL ATIL ONK-INAI `,t.AL AliFt2 SFGNI ,,I THE rW)F-.S'W,1UI
<br />FUNCHOPXrE qMAI FA 4', lA1NI;1A1',' IN A 1) VIC' IN A;'�
<br />ENCHILER j RLIL01I I MAT MtEPARED IT
<br />,S) To [X.jSTjNC I;QhGBEjL LI,LXW A_�-,M C- "
<br />I A SHUTTER $ LABE'� SPAL, CIE LOCATL,, ON A READILY VIS:BLE LOCATK� AT S%IRM
<br />_,J,.l
<br />- 0 TAPCON ANCO IICS AS MAN-PAVIURVP my - I W w4n0cf, INC
<br />�A*
<br />�MAN1JTArTJPEP
<br />FAAf_ SH 71ER IN AC-RUMCF, WITH SEr-ON IT09 9 2 Or PLORIDA DOW' :%C LOOT ONL LAB 4
<br />:,4'
<br />. .
<br />I 7jB- CALK .IN ANCHOAS. A15 MANUFACTU4EC MY INWA41. ,NL
<br />SMALL of PLAcCEI rQF, VvER� OPENING .AKLJN� " `,CWL� III- SEF-ION I 7`T9 9 �� IMF
<br />"
<br />FLOPI�A ".
<br />t/4- 0 A �,14- SOi,�O ANC,ICIFts. AS DIS:TR&JT.[i III AIL FTOINT $Cqr*, WIT a CPECIALTY C-1
<br />6UtLNNC
<br />. #14- 10 PANE--FAI IlWtt ILI AND PANFIMA7 �.Lll ANC.MORS. AS MANUrAC70FIED Illf (Lc(� rCW"R1I.I F,P0
<br />"IJ,�041"Ho$',
<br />. )/A- * 1AMAC NAILIN ANCHiCII AS MANUFACTURED By Dr. il� 1. TIC . "O A t� !II: .
<br />N 4 X.
<br />� ,
<br />4 1) Aj,s,..,M flift.0MINT ,)I TAPI ANC'HORS. r1VO PIANII AND ZAMAC NAILIN ANCHOR, INTO TMI A . �vNir.-.!jo-S
<br />OL01-1 ON" !A�k PC 1 1/1' :
<br />� FLORIDA BUILDING CODE (NSW High Velocity Hut Icons Zone
<br />f
<br />Z :
<br />M . " :LN.F, It, " SOIC :_ I[' ANCHORS lHAL-1 BE rwLiEDDrr) ?/!I' 114TO T',C C04CAC Bit'.. IJ41T ?JO fjlME;I9f.NF UM
<br />- 1 ,T-
<br />67 %. 'I - 24 GAGE GALVAWZED STEEL STORM PANEL. nTIAI In
<br />S1__._________
<br />,!,,Cr,C SHAI at FERAl 1/4* 0 20 WREINI USED SM&L� BE - '12' LONG 4"IMIJU S-011u, 1131�to (,.ST. *
<br />AN 0 " MINIMUM FOR III W`T� -0 7k,17CLI STATE
<br />�_____ I-.------ - _
<br />14.*.--- V-_�. ,
<br />- , - - /
<br />I ' ' 11LIECO.Xic IGLOBAL PROTECTION PRODUCTS, U.C. "Y`L":_
<br />%ji. F
<br />� 'SE 1, � ..-'W�A�� - -fir�-W-6kii- - _�i __ " - ____._ -
<br />III �) PI,CA'�r THAI FRFCAST AS7 CONCIT.T.Jr. PANELS. StILCCC� OP WT= 90I LIE f0j",Cw 1�08 , ....,0 -,,- ti-r
<br />�TONE. OR PPLC " . 0 IF , .ft- C__ - " ""'
<br />EXISTING WALL ANCHORS SMALL AL LONG kl(I I;') REACH THE WIN SIRUCILIFIF R;MINDF S1,7H - - __ 1�.Z._ Z n _%,1 - .TFMAAA I- 1A, (RHIAXA 20-175
<br />, j
<br />A""GRAGE SH&L BE AS .fNmO`4FT1 IN 8 1 'N 0 2) `�1'3s/ ��L
<br />""
<br />-
<br />i � . ..... __ -.-,--.-.- 7� =II, - W1---.I - -RAN `.,
<br />�� - -_Flo�_ -17' -_ ___.____
<br />000,
<br />__________._____ _____.____._.__ ______. - _ - --"-. ...... ......... -.-. � _ .. __ ___ - -
<br />00 - .N,v.,/QAu ANt" - `101 11. -C - , - wr " WAILIT I OF 1.
<br />mUlVAC. L, IF .1 IP . . I I
<br />-
<br />_.__._____..__,______.___ __________.________ ___.._____.____________. __ -------- --..- _______________.__,__ -
<br />INSTALLATION DETAILS FOR REGULAR PANEL J"
<br />R ,CONCRETE BLOCK STRUCTURES
<br />&STING POURED COW, 'EIE EXISTING POURFO CONCRETE
<br />CONCRETE BIOCK OR CONCRETE BLOC.
<br />c .1 - PE��,-�Vl ..,/ 1 REQUIRED
<br />CCINICRETE ANCHORS j , CONCRI'll ANCHORS " 1,
<br />(SEE SCHEDUL E 0. I ISE[ SCHEDULE ON I
<br />I
<br />I -
<br />SHEETS 9 THROUGH !Oi �I. , . o (i I bM�EL rt 9 ,HMPUGM to) ',; IF 1 (2 � r.S1IK K;URLD
<br />_ I �, I I ."., CONCRETE OR
<br />- .. REOUIRED ,S) ,,,.,.--,,
<br />I - - I CONCRETE BLOCK
<br />; zcl , I "', , I, . - _N`
<br />�M "" `_
<br />'I
<br />I , - ./2* 1 . ,1/4 ` 1 112' 1 1 ,i -CC
<br />.. ,� �.__ ,. `� _
<br />, "I L/4' Is . I/'
<br />11
<br />. _.T.__ ALAX I "I ... 0 CONC ETE ANCHORS 4 1 - � - , -I I
<br />(DULL ON
<br />1 1 � : 9 to) _ I I
<br />. : i
<br />E D I
<br />I
<br />. I I I ON ED! �i �
<br />L.t 'I, 10 .; U'S tLTROQGN 1,
<br />.
<br />L
<br />11 . I I I
<br />, I , " ;� , I . I , I e, , i �� � I �, . : , ,,I, = : i
<br />I
<br />� , " � .� . . -
<br />�x
<br />,�- I - - ,� � , �. 4 . 11 - :� I 'I
<br />� (I �) _: -1 i"i, 51 "' L � It I I
<br />R
<br />... , I
<br />... , (SEE
<br />.
<br />.
<br />I .
<br />I . I I , a . .. ! I .,.' . : I -
<br />I ,
<br />It III. I . " MKILL'a , x. LD : I .
<br />"' _m", I
<br />I SrPARA .% � I AT M. o,LAI:l9 It S&PARA1ION -, I I .,A3�. 0 I
<br />10 D.rl " I (itemulivaul I A I() GLASS I I (VALID, PANEL � I . I
<br />F ADU11 IFICIF, � Y..r *L* Mo. (%FF SCHErwo id, I f .- 0- r�, � . I
<br />ISE I SCI * ! 4 1 04 S.w I 3) . I I
<br />1=11`G�I ON SHE It 3) i I (PAN L 'ING TH :: io : 1, , -, I I I
<br />I " : I SEE SCHI 'L, Me. ,,� .,= t' W.,
<br />ON E.CF1 3) _11 (IFTO CLASS P ,
<br />PAR t kENGtH � � : I
<br />i I ! I L". � I , 11 11 (1 SCHEDULE : , AN' LENGIF�
<br />CONCPM ANCHORS I I'l I (SEE SCHEDULE 4 (Sur "[DiRLE
<br />(SEE SCHEDULE ON ; I ; I __ IF I : I I ON SNAET .i) 1, I I I
<br />SHEETS a IMPOL)CM I oj I H I i ON SKV 3) 1 . OF. SHEET 3%
<br />1 !L 50% it I I
<br />� � .. : or Ti, C".'s"I"IL14 � �'Lj I EX'SYTH0.11
<br />1 1 MAX I 1 50% GLASS I :
<br />OF -L- .
<br />� I 'r __ I , I i I ,
<br />_77 " k4) ! I � I I III
<br />E D I\ I . I I "I ; "I - . IT I � I � - ! : 11 �_
<br />I - �-' V�'* I.- : ,�, �
<br />A . I I I I
<br />r D I � ! j I
<br />.
<br />_� , !Ii!II � I G I - ED I " � ,I -
<br />. .1 � '2- --' L - I I . , I , I 4
<br />, , .1 I _ - L',�" -1 EkSTINC POURED I " 4I ;
<br />. CONCRETEF OR 14111 12 1/2- OL , Il;zz - A' APPI-TCABLE)
<br />11 : . TF- I W_ 1 W." - __ HUAI CONCRV BLOCK I � CONCREn AN0.01"s . :
<br />I - - � [ J_ ., AUAXL0 Fill � CA ..a- I k I - I
<br />--,- 6, L. - _ ,/.. _. III, - v - REOULPED � ��,._,i ! I (SEE SCHEDULE 0.
<br /> : 0 ,; -/I' .c � 1����, SHEETS 9 THROUGH 10� f
<br />I 11 - I Win - � ill/ (D ONLY WHEN SOLID �
<br />� __ I SET A, CAkK- IN AN
<br />:� � LEG LOCATION L � LXj
<br />. f 4 � ARE USED A III ( ON PAISTING POURED CONCRETE
<br />IF " ft
<br />__ PAN LIVATIES ANCHor PLOCONCR t &O'K,
<br />ALTERNATE CONCRETE ' POURED CqONCRM CONCRETE ANCHORS AMC USAD U'RED
<br />Ft r
<br />ANCHORS - b?ft11`C(")NCRETC BLOCK PEOUIRED STACOCRED W/ STUD
<br />(SEE SCH OUJI ON (SEE SCHIDU f ON
<br />S"ErTS 9 T4ROM. 70) SHCFTS 9 THE
<br />POUCH 10)
<br />KIR11111=4191mvIIII
<br />���
<br />E.O. - EDGE DISTANCE NOT1 EQA_COMIIflMnQN._Of_,SLC1IQN5
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNT-NGS CAN BE
<br />SHEM 9 & 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSIAktATION
<br />"Im NG
<br />SCAIJE 3/t.1'
<br />1 "'ll I mHAV,
<br />R - Titz
<br />........ ....
<br />. .
<br />. .
<br />.
<br />.
<br />.. III$, -
<br />�� ,I,%I p*.. ,
<br />. I 4
<br />: 0. 44167 '. I
<br />sir : i
<br />: lIr - . * 1 I
<br />. - -
<br />-'-
<br />,,. STATE OP ',�� W. C�_ -
<br />, 1 N Z.
<br />",L31i:, "' RID .,�, p I ,.:.
<br />, �9 ..
<br />2 I � ........ . , / II�Ili.`
<br />� 4 I
<br />WALL MOUNithiffECT MOUNT
<br />SCALE 3/8-0
<br />FLORIII A BUILDING CODE (Non High Velocity Hut icane Zone
<br />Al mnw, - 24 GAGE GALVANIZED STEEL STORM PANEL oX.I
<br />- - 11, /1'/w
<br />,
<br />.
<br />IMECO... ' " GLOBAL PROTECTION PRODUCTS, LLC. "' .`L
<br />st"No Ar Emissaisliwo COMPANY NNIS S., 11 Still
<br />�xjt,_ - I.W. m, W'.
<br />� �, .1. - (..)-,.,. 1. (WH)__.H7 20-175
<br />1
<br />_ __ --- ___�_�� :xWole. .
<br />-", -
<br />WAIA A
<br />f" -..,,.,, r,"11- -*F-W _
<br />~ - I - __ _. - -
<br />cp E__
<br />,!;�Aja
<br />f. dA c
<br />� 01
<br />1�
<br />!
<br />ic
<br />7-4--p
<br />0
<br />a)
<br />_C_
<br />(n -Cu a) .O.,
<br />0 >K C-- 0
<br />=
<br />Ld) 2 - _0
<br />a) CD_ =
<br />a) C_ 0 2
<br />C Cu -0 a- -
<br />.- .*--# 0 w
<br />CM 0 E Cn -6-iiii,
<br />C = CU RII III Fn
<br />a) -0 0 -0 -0
<br />-
<br />C 2 0 -E w
<br />0 ol. = -2 5:
<br />= = 0 u-
<br />CIO 0 = 4.1.- Cu
<br />w 0 >
<br />. _
<br />. Ln a, CL
<br />), iiii (n ZO CIO C:)-
<br />I r CU _11iiiii"
<br />I III- -0 . a CIO <
<br />el - I
<br />, 0
<br />::I
<br />S 3;;
<br />�*-
<br />, 0
<br />1 0
<br />Is r
<br />,
<br />4
<br />z
<br />z
<br />w
<br />I mi
<br />.------.--..---,.,---.----�------.- _______ - . --------------".--.--------------�-...--.--".--,.�...,-...,-�-.-------.------.--.---.-��.-------I ______._________________.
<br />INSTALLATION DETAILS FOR REGULAR PANEL(f) F________,______,____ _______D_E_T_A1_LS -F-OR-SEO-IL-LA---��L�y--,-,------*------', ___ ____ -,--''-----,-------------------,-----,-----"---*- - ___,______,___ ______________ -------------, ___ - , "'' _
<br />-
<br />INTO POURED CONCRETE OR CONCRETE BLOCK TRUCTURE I WQ9D STRUCTURES R - . � - I win -1 T.. � (i� I INSTALLATION DETAILS _F�MAR_ PANE I INTO WOOD
<br />' I . . . - � I SEPARATION .1 - - . .
<br />. ___ - - - ___ -1 r --- I __ :
<br />IN TERNATE,CONCRE 1, I , --imDOO ANCHORS I i- (SCIO GLASS� I : "/,,.I;�. LOT
<br />ANICHORS OCATION (SEE CNEDULE ON i . , I E SCHEDULE AL 9MATIE LEG
<br />- . I -a- OR SHEET 3) � CATION I
<br />(SEE SCHEDULE ON - - __ 6 'J.-O, AT OEM RFO -- �
<br />(Sri SCHI ON i - SHEr. I 1) . ,."w Is I � .
<br />CONCRETE ANCN019S EXISTING POURED CONCRME 1 13� - . HLIV, 1 4".8* (Min.) E)tJSTkNG WOOD
<br />EXISTING POURED CONCRETE SHCEFS 9 THROUGH 10) OR CONCRETE BLOCK . I I .�- ,,, , i (Usi MIN mila I UIRED syRucTuiliaL
<br />SHEETS 9 Y.POUGH to) OR C NCRETE BLOCK REOUERCO ;.� V_ -T----- - I T - ; ADEOUACV OF EXISTING WOOD . __ - ___ Cn -4--ij
<br />, - _T : "', RIEGMTERED ENGINEER OR ..
<br />, �0� REQUIRED �� - -AmpkATIE LIC ,� 4, � , , I 'I' W.. I BEAM TO BE CERTIFIED BY - .Ell - Et . -
<br />- E D 'I LOCATION CONCRETE ANCHORS . , j 'I I � I I PANE LENGTH I �
<br />EXISTING POURED , 'IL . " DER ,2) WOOD ANCHORS �, i � 1XIS"NI-1 ARCHITECT PRIOR TO $MUTTER 6.06, L. a)
<br />I ! (ME SCHEDULE ON :, �� rLA , �', I . .. I - .11 I (Sir SCFEDUIf I
<br />I I :, I n I i , (SEE SCHEDULE M . " I `- "I" r
<br />CONCRIFIT REQUARE , � AWL) M �_ - ; I i i F. ! Oil SHEET WOR - 1, .In -
<br />1 REOUiR 1,� INSTALLATION I- - -- _6
<br />o , r SHEETS a THROUGH ILI 1,2 � I ; . I -Y, IF . . � WOOD ANCHORS ALTERWE WOOD ANCHORS �_ __ ;9%1* NO, RAISHER MUN, W (1)
<br />- � , ,:: : - - - I L. 5ft SPACER
<br />I IN
<br />- " ' ?* I`� ! I I/" 4- - (SEE SCHEDI'Li ON ISE[ SCHEDULE ON I
<br />III. j 2��
<br />,
<br />. -
<br />I I .:;. . - . ,.,." FAID, - - :::: I ' , k?'7 4-0m - - M%X` I �. , _ S.ry I 1) SHE17 I 1) *?4_1��.= r. - .. _EO_.EO_ *-2.,* .1 ./.IT
<br />, :: . ft IFIVIDID, 'EA ICAEA ;I/4' 0: , ,/.R,moD` .. IAI 0.
<br />I I � I � 1 1/4. _.�', - - - - � SHrFT I I) I I , I -_ . _
<br />, 44
<br />,
<br />_ ""'r= I I -
<br />I IF// �, - I 1 1*111v*= 1, �01 I I .'J', CIA 'L* I . -1 .1
<br />, rl 0 -?,, . I fv" - " _- ;, I 411 i I i _ SPACER � : � .I C_
<br />IMU[ . I I/ ---I- isit - A/ - I � I I __ UENGIH , 1/2' 0 'I ./,-..
<br />I __ * -2 In' OC I - I . 1- MAX -A) -�,-M I � � !!I -
<br />I
<br />I
<br />I
<br />- �_ - CONCRETE AMC40RS I . - 7� = . � . MAX 0 . 4EADII I I 1 4 1 1/4� I __T - -
<br />I r i I I � I I � � 1 2, I WOOD � -i z . I : � EQ : -zv-. I 11 - ' VAX WOOD HEADFA i I I ." ,
<br />,
<br />I
<br />,
<br />:
<br />,
<br />-
<br />I I 11 I I 14 - III`
<br />-
<br />I I I I �� 4 1 .. - �I --w- - IF I
<br />1. S.Irm 9 T-AOI I :, I FAA, LAP I, I I j 4 _- �-, :::: - __ I I PEOLIP - -#--a U)
<br />I I I I . - .0 I ".---I-
<br />.
<br />.. - I ; I I ED I f I ! I I;w Pi
<br />I .
<br />- I ��; ,L - - 11 - I I i,11,11 4 ----,T- I Is -6--i
<br />a B I 1--l' � : I EXItlING I !
<br />. . I i A 1/4' OC
<br />I 'L, Mo. I- - i ; , 11 - - I I , AROOID j r i 11
<br />.,;�,
<br />IF & I 1. , I . . I i I ____ I __ . - I . � I
<br />I I , . �11 ! ,� ., , I r , , �, FAND LENGTH 11 - : I I � � i "I" MAK LONG IN UAWMLW SPACERS 0 12 _ I i (SEE ANCHORS �
<br />-
<br />(SEE SCHIEOULL ON , PrQjjjRED - CO I -
<br />H 10) , I - F C I ; I - - ,
<br />-
<br />;
<br />' 1, , � .4'. A ./.. - _ 1� )
<br />Lall _� _� : E.D � �: I � - . - . ; 6�' . "I (SEE SCHEDULE , ". I I Sc CH- I I H.. 1,
<br />. I - = M
<br />� 1. ON SHEET ii, ; I 0 C (SEE TAB III ON SHEET 11 ) SFIETI I') .
<br />I I I SE. r NOTE .. LE I - - � -1.
<br />., (�i I , � W.. : (, " � I I I/ BELOW FOR LIMITATIONS ICIR I Min : ,
<br />I �,T, � I A SPACER SEP TION 11 .L� I MAI � ! I ." LOW SLIEWS 151PARIVIDN TO I
<br />; �'_i * :) : 1. � I- I M , OR 11 ARA 'I' LENGTI ! , � - . 'I .� : I - , 1) >
<br />a I ��,; t PARATIONT I I , 1" 11
<br />i I.- � SCHEDUt 1 .4 (FLASIII - �� I , ,
<br />, � I ON $"Eris I .1 SICOM SMS F F - I isfE qCHLD I, i , I I
<br />I IF W__�� I IF- to I PANE'. LINGIII I I ; �� -
<br />I I , : I �
<br />I ! , I Ill. . IF I - ( 10 GLASS � ( : 11 PANEL I SCHEDULE 114'K;� _ : f -
<br />'FT
<br />I .� f I (VAIL FOR mimu. jKlIn iIIIIIIIIIII&TION 10 CLASS I I z .�.,;, � SIT sc-rDuu: I ON MF SCHEDULI I PANEL MAlf ;tAI III OR PANEL MATE .. , '0 0
<br />, �.,R,o to SHLLI 3) 1 � ION SHO f 1 3) I
<br />SEE SCHEDULE ON , SKEI 3) SPACER j ON SMEEI 31 1 ON S-LE r 3) ! A I Min SEPARATION TO GLASS I I
<br />: i " , " - M At I "'i I A w I "..K_ I I : � I PLUS (SEE SCITEDLE-C ON SHED7 Ft) I , . r I-.,! SCHFI ON SHEET 3) - : I './Xt�-;. 'L' MAX "
<br />I : ON : �,AI , I I � 1 7 i � Sur X.ED L
<br />, I PM LENGTH SHIFT, 3, "I ,, I ! I
<br />. I I I . , haval- I 1 t , I
<br />I I I f
<br />. __ AIL - ... , I MP, I -.� . C 'IMF tu"I
<br />, SLPARAION ' I PANEL LENGTH
<br />'� ," I I [SEE SCHrD LL I � I .' .Z 11 PAI LENnI I I � (_ n. PRALL. "I L. 1110i I 11 ;
<br />�( ; I I I � I " ac
<br />,
<br />I . . .�( 1 4 (SEE SCHEDULE � I IF - -1 rr I At LA i ! I : Luati. FAIR r . - I (UNT YDA ARRITIL 0_
<br />� . I 0. SPALI, 3) , * ["ST.%-" Jl1( : I I I i � , : I EX!S7t4G : ,I 2',A' WOOD � � : 00 I I , ,
<br />0 SEPZ�no. E - _� ON SHEET 3) F APSUNG ! � 'XIST, -4, "
<br />IF G : - � -IT) I(' GLASS (FEE SCHII
<br />I � . r-LA5s -, ; I (SEE SCHMLC _ I , - PtAIE QFOE,RL0 I I , L I ON SHEET 3) GLASS sr -A "Oe" " r ON "" a-
<br />. 1 1 CLASS I . �1 I � 0- -f � i I
<br />.
<br />-1 TO GLASS LIFE I I Il- , -, I : 11 I I I
<br />j(SEJE SCHED : ; , : [ ,_ . . . I
<br />A ON SHM 3) OF 'L' � i � ; ; � i .111,!L. I, I I : I It I I -, * ; � � ALTERNKIVE : ill 41 I � . I - J. <
<br />; i. , D, , I I L.LASS 4 2
<br />I � I . . ! i I ON SHEET 3) -J- DIRECT MOUNT WI SPACER " , i" � I "A"O"W"
<br />50% P` : ! i � ; p
<br />I I F I w
<br />-
<br />; I M. � " : � T - . : - �' �," I I I �. "T -x1l., j I 1 5A SCALE 318-1* 2.W! I � I : [ . 1'. 01 -L'
<br />I I : - - j .1 I tOx , I
<br />L Of v --.' MAX
<br />I . . I I 50% -12, t/2* OC � � � : iia �
<br />: ", ') ! I I . � I . I_ - . SEE TABLE #1 ON SHEET 11 FOR MAX PANEL LrNGTHs A, 11 I -&-i-sp
<br />- -
<br />d .�_ __
<br />I
<br />11
<br />; I __
<br />" _ : j � 12 7/2- 0 C I I V -, I
<br />0 14 f 0 0 : �', 'D ,� _ SPACER _ 'L � : I 0 O�Irmx � �. ; , 6 MAX AS D 1"IGN LOADS FOR rlll� INSTALLAUCIN. I - : -
<br />I : 0 12 1/2. OC 11 - - i I ( LENGTH : I OF I I I r L � ' �,4'� 1 �4� - 0
<br />1 1 .. 10 ", I I r� I I
<br />: I , 11 I MAX I - - III , . (D
<br />I I , - ' I IT I I I � � � � I:K�111�, , , __ I
<br />: I J, . I .T�,, I ..rv�i. ��__ - - , 1� . ( I -
<br />r� : I ;; � - - ___,7:� - D - , ( -.! .... I I 1 '/2. I/.-.--,-
<br />��_ -1 z `iEAC SOI ___) : 11 L_ ___I 3 � : as 6"12 'r I I . I No (FRI, FIJI V ii;. I 1 1 eFFS-----*-4- - I 1 =3
<br />- 7 - __ -_ O I ED , A HFOO STIFF, I
<br />0 � � � aiwe A I/.- cl, 1��f __ ___ __ - - I I 4 1 � . - 3
<br />CCAII .11C.Oft � L � .. I I i, - Awl. 6 I/.. .,
<br />_. -.----
<br />" i . CONCAM ANCHM I I I A_ -1 - I 11 " , , I - I ! rl __'_ I I I E. '14 -0
<br />'*� 2 1/8' LONG � : i N= ! I
<br />- , MAX ALUMINILTIM ED I - - '11 I I I STAGGERED W/ STUD : , i
<br />REWIRED I- , - I I A � * * I 0
<br />__ C ,
<br />. - -
<br />� (SEE SCHEDLU ON . (SEE SCHrOURE -1 I I --� .0==:p t: . - I I " I C
<br />EXISTING P USED _ , "I Of4l OI 10) ITI-.1 , ANGIADFls
<br />CONCREIE Q 7, .V' EDGE OF WALL CA 'LAB SHEETS 9 THROUGH 10) - SHEETS 9 Im, I I i
<br />- (ALI COND1110") - 1. SPACERS 0 SOI C PYAL.tO FOR $11.0 IM W, BE I -1r low I I -.al- WOOD
<br />3/4- � EXISTING POURED CC,NCAFIf ALL DESIGN L NO AWL ,t_ _ _ . _ _ - � . .- I (SEE SCHEDULE ON I I - 2 2%4' WOOD PEA i I .'ANC.,F. "
<br />OR CONCRETE BLOCK EXISTING POURED (ONCRE11 ,ENGIM, PER SHEET 3 1". : I SMW 11) I it) APIALUARKIN IS UWARLD 10 A ONE 'non IPAUWAw � IT-9, 1 1
<br />CONCRETT ANCJHORS REQUIRED OR CONCRE'll Iii 2 WOOD *Nm. I MAX MEAN AI � C� 15 A mLgfmcr4k 11110M ANY
<br />III $�. �' MAX LONO ALUMINUM SPACERS 0 . I � C.E
<br />j IFT 2 1 OM� 4WW CAFOMY INDICATED CAV SHEET I!). � (SEE SCF�EDULE ON , - � SHEET 'I) O_
<br />`SEE SIC LE ON _T. PLATE REOuill I I, I - WOOD I ' wil , ) - "" ON M
<br />'I 1� I - T -04 . I' w *000 ANCHORS - - I,, R.- R-1-11 -
<br />To E U. . 11 1/2- OC. (SEE TABU 01 ON I StAor AN N` - � 1 /74
<br />SHEETS N'DMVWUX;H .ERL"Al 51 UD I " - app"'" To OLM -"'M 1 (2) FINCRONS 00" 1HRU OCAPONEW 0A (PANEL MATE FEMALE ID OR ;
<br />I - SM(ElS 9 & i0) ; ft SHEET 3 MAY W. AWL= to I/ � I 1, PLA'r, REQUIRED il 11)" is"
<br />I I (SEE St:KLIULF ON ARE - I . 11 � I - -111, I ftwax NATE. ") Pau lilt "WOM miuseum At a ! I
<br />AT
<br />(THIS. IS A wsnwlo. "NON 11, 1/7* Ckc W-C" - 2* Min - I I - .1
<br />Lo"o " THE '� co'b"No" I � A) 2
<br />; I SHEET I I' � CDLVM WIN, IN �,.`. , L.
<br />CEILING A MOUNTING BUILDiffi,oHnNG WISPA"Alsk" I i � tq wilwalum Aso � pftsslft 11'e], I 0 0)
<br />I Ulm a ,. , -'a - " OF w 24 WINE PANEL LD9� a CARTEL, To ob Q ANY DOD" U)
<br />ffim� "Shm i I . � (2) - volut PARC, Lt." 0 � Cr� 6 A RCFMCnON � LARGER PAWL LARICTIAL ALLOWED M �
<br />SCALE 3/8-1, SCALE 1/6-- SCALE 31JI-1, . SCHEDULE. wwr ")
<br />�
<br />I w p WALL MOUNTING III DIRECT MOUNIT CEILING AND FLOOR MOUNTING "
<br />� WALL MOUNTING IS) omw p� w�.6 ONLY I ALTERENIVE (A) I In, ,� 1FACCA, COWN)Nw OU *"L N M THDACAM 0. I I I ALTERNATIVE 3W BUILD -OUT MOUNTING Cu
<br />" , Ecat Sr.ALE 3/8-l' MV49W"AnON OF 12 In' LOW IWVCER 9A ITS ONLY ! ALTERNATIVE
<br />i ALTERNATIVE 1W No "M � sell. I VALID , Z", I. AND 3 SCALE 3/R.1* '" .......... AN SCALE 3/0-1- M
<br />� I (-'"A STANDARD ANY THE III fl�_=) or-Tw-w~ i "
<br />I SIAI 3/8." (A) INITTALOAnts, ,I" OKI 100 � I BUILD" axE �%%
<br />. ZONES 1. 2 Is I Ark wu I I I ;��t��_Tll .0
<br />It., . 11164l-Cilk "AMMANANNA,00, 47-`�vilil" /p
<br />A. I . - __ .. - - I - . - - I . - -W:. il I �?, � - - L - - _- - � � i NOTES, S ".
<br />.. ... I .... , /< w
<br />Al.. ... t : . r % ' - I
<br />.. v
<br />_. E .. LO&III : ' 2
<br />-
<br />l, ........ " - A P,OO I NO-44167 .. E =
<br />. .... NOTES -*� `0 . .
<br />I 4 . . �ulli' . \
<br />.. . ik FLORIDA BUILDING CODE (Non High Velocity Hut ]came Zone) ,7e * .. - S, FLORIDA BUILDING CODE (Non High Velocity Hut Icorw Zone) ?I OR -QW%N&TIQN 'QE � - . FLORIDA BUILDING CODE (Non High Velocity Hut Iconit Zone).
<br />. I I INSIAJLA71ON ARE ONLY VALID LOP MAX AS.0 = *
<br />4 - i,R*`,, `Lnon. - TP 1 NSTALI.ATION L VAL ID R'�R 0 S : No. 44167 .': 1 TOP &- BOTTOM ANDE-II CAN BE DESIGN PRESSURE RATING (p.st) AND PANEL _EsGTHS - � . -Ntlo Ptillt. Al <
<br />- .: 0. 44167 '. I 24 GAGE GALVANIZED STEEL STORM PANEL NOTE FQRS.C)ANIMNATION. Of _uQ1101ILS SARF ON Y MAX A.S : cil0h, Nx= - 24 GAGE GALVANIZED STEEL STORM PANEL III, IS ' * 1 24 GAGE GALVANIZED STEEL STORM PANEL 11
<br />f * *. 111, i * fE - - . ..... - . In DE%N PRES JRF RATING (p I, t) AND PANE I LENC,THS E * � * : - "I'Am, BY COMBINED IN ANY WAY TO SUIT ANY AS PER SClIEDULUS ON SHEET 3 .1-. STATE OF .-: I .- Aft
<br />__ - - - = I III ____ __ , _ .-'��! � __ __ z
<br />NojL_JQ&_r�WMD9N_Qf` .$ECTICK I. % I . - I 'I 97/21/10" TOP & BOTTOM MOUNI-NGS CAN BE AS PER SCHEDULES ON ,;MEET 3 (EXCEPT FOR . . . * i , I \ ___ - ' INSTAL LA71UN ,? FOR NEW WOOD FRAME CONSTRUCTION: WOOD � 0,�: �'i 0 RF;11- - .. - \ 07/27/tice,
<br />.
<br />' 'E, 13"... " DATC MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC , . 11LIECO..
<br />I-o-.. .1 /W
<br />,p STATE OP,� -'* ft-*-- SLJiT ANY ""', e i7 ,, -, :--
<br />STANC , �� - , / \ GLOBAL PROTECTION un COMBINED IN ANY WAY To AiTERNATE 2W') - GLOBAL PROTECTION PRODUCTS, LLC. -' .. � I \ GLOBAL PROTECTION PRODUCTS. LLC. o,n
<br />C I I . / \ __ ,,,, 10 I .W S. 51 101101"
<br />"
<br />-
<br />- . .1 Z I - S . . iORIDIN .- _� -_ S, ", ,"All" 0.56 OR EOUAL IV �L W-11-1., - - . .......", 1w
<br />E.D. ii, EDGE 01 EON III E �CO , . � PRODUCTS, LLC. - STATE OF,- . )�-Nk- i��-� 11LIECOm. 110ir �_ --
<br />SE ED _ _ ' NSIALLATI N _
<br />E SCH ULF TOP & BOTTOM MOUN1tNGS CAN B" 's ,� '�' , 'Ll, Moo Sal IMF %TAry I U 2 FOR NEW WOOD FRAME CONSTRLIT1W)N. WOI -,�. ,_ =. - r .6 -k5u_*F_--cn r. DA.1I 11 jLI31. "', ___ A, OLSA DAIRE. IL XIFIIAN�)Aaa z
<br />9 & 10) COMBINED IN ANY WAY TO SUIT A;�Y �. ORM�.- III � ifv_ P DENSITY OF . C _ t
<br />, -)I/- AAA_._ _XA�AAN,AIA=..HA I AII �, ...... 11 11 - ,_1 .... .. - tVwF- , C,.)_'_ - 20-175 -1 ... I., u.i ,:�I_ I =__� "I" tilielis _6I 20-175
<br />"z. I KHov, (it"MisaL 'AH, Kw
<br />INSTALLATION. _1114, 46 K i L z a , . _j!Ej�_ AH__ DAVARKA, ft I MEMBERS Tj BE SOUTHERN PINE No 2. W/ SPECIFIC III _ - - , t'F.,. - � - � __ L__ I --I- -------r-- - vieli. .
<br />SHEETS � _Wl an,
<br />,� . / - A, - - """FIRA)IIIII-4117 20-175 WWAWA` . _=111, �n�_ <
<br />.
<br />I -, fl� I'S 1 4A Pit _-, + :I- '_T_
<br />NOINInimeallikyltacHAT'Arniq -TE;A_ Rut ,,, III I I UENS(1Y OF OL55 OR EOUAL. ,0#1066"4 UK/Oin .-ouls", �!I,!I � IF IF1A',mi,FFxA,uw/!IAq WTII A 1lUUT - Fik I __
<br />-
<br />I— I-------- ___ .. .- .. _.. -------,.--- . .-,. ______ . __ __ I , FLON&A LW it 44 ,,, I T7__ _______._______________ ..- _- - - ----- ------ - --------I--- ___ -__ - - -__ - � ANIT" I. "I'l - .1 I _�� :: �- I ;;;-. ", -1 L___ _'. --.-.-- . - _______1_-______._________ -------- - -----. - -------- ------- IPAI oc III f-FO 1 �-,,, 1 14�7__-. --- ___+ __IFRIA. _j
<br />I I I I I 121-
<br />SHEET NO.
<br />SH 1.3
<br />
|