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<br />1 j,W-W,q,m,,*.I�,i'.E�:�-;�l,li:iO�TAII'�'urm,RAW.I
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<br />P-l:l',f,l P-1.1"I -
<br />91,W;I 1111 ,.m4.:.,..m4�a:r�l::,Wli.�:i'MJ�:110194)5---fi�-it
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<br />111111111V1.1"W., -kox-..Nd.,.i.m.-.���..Ir�-;;
<br />MIX ,: .. W&
<br />Of MAXIMUM A.S.D.
<br />-A
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<br />I
<br />-,g -
<br />I -
<br />Alm TO
<br />I
<br />.vv-
<br />'01C
<br />CLASS
<br />CONDmom
<br />.61I.D. -75.5
<br />1 70' OR LESS
<br />2 9/16-
<br />SOLTIED -
<br />I
<br />I ". ", 3' 1*1
<br />2,* A* 3'W
<br />___ _�
<br />,H;�D -75 3
<br />70' OR LOS
<br />2 7/8'
<br />'mim .
<br />I
<br />-
<br />I ,v a ew -
<br />W,M
<br />oj/fg:�
<br />9=4- V
<br />or AMV. & WIMMIT AT OVERLAP k HWJ OF PAM LENGTH
<br />O'�v-.ol,lvT,w.w4R,M,I.1-4:,�,0.,;i*-�-,Ill,;3o.-I�lli'�'Iffr.wl�RV-1:1.19.�.;,��i*!;;.""I.,I"",Jll�-!$�4l'if�'wiI ,.,,,
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<br />- :.-i.;41019-�.�:�-��14141 9-:"�1011`10.0411;�Oi i
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<br />M6&I ,1,1.. ._.i_ i .mv �....�'Mi".�;ifjgmwl;;44wlcmm = i
<br />""
<br />A.Sm M6
<br />WA" ANCHORS SPACING FOR E. 04 - 3 Iff "
<br />`PPUCNRJF To
<br />SOM"' $1
<br />ANY COMIMIXIN
<br />OF 'I"
<br />VANWIW FAND.
<br />UNM "I C.)
<br />PRMOAE
<br />RATING
<br />(P_0
<br />-
<br />IN-COw
<br />CASA_
<br />1 POICUMITT. nMAL, 0
<br />,
<br />1 Pmawn PLUS
<br />to CONCRETE
<br />To mmm
<br />v
<br />_Wgo,
<br />To cowmn
<br />I'D OOROWTE
<br />MI=
<br />170 CONCRETE
<br />TO CONCRETE
<br />BLOCK
<br />10 CONCRETE
<br />ITO CONCRETE
<br />11LOCIR
<br />12'
<br />NIA
<br />12"
<br />-
<br />N/A
<br />12*
<br />N/A
<br />12'
<br />. 1 N/A
<br />I. a 2- (TOP)
<br />W
<br />3' *
<br />lo,
<br />r
<br />5'
<br />4.
<br />1.
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<br />I,
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<br />3.
<br />12'
<br />'.
<br />'.
<br />6*
<br />1.
<br />___
<br />'.
<br />I
<br />SETS 1000 �
<br />...-- .
<br />N/A
<br />N/A
<br />i N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2'
<br />IT"
<br />1 2- (BOTTOM)
<br />. .
<br />7'
<br />N/A
<br />I 6 1/2-
<br />-
<br />N/A
<br />4 112'
<br />1 _ N/A
<br />4 1/2-
<br />_ N/A
<br />. t 3' (TOP)
<br />---
<br />70" 09 LESS
<br />-
<br />12-
<br />N/A
<br />12"
<br />1 N/A
<br />I 9 1/2-
<br />R/A
<br />I 9 1/2-
<br />N/A
<br />3' (BOTTOM) - -
<br />-
<br />12'
<br />N/A
<br />12'
<br />N/A 1
<br />1
<br />I 2-
<br />1 N/A
<br />, 1 12'
<br />N/A
<br />4* (TOP)
<br />-
<br />12'
<br />6'
<br />1 12-
<br />I 9 112-
<br />1 12-
<br />1 11-
<br />1 12 .
<br />I I,
<br />-=--T-
<br />- m ON) I
<br />* UMM To MLO SLAt. &S.D. OESIGk PRESSURE RATING
<br />A SEE SWEETS 36 FOR ANCHORS TYPE & SINICING FOR INSTALLATIONS BUD W=
<br />FRAME
<br />DUBOW
<br />MOMAL MOM ~M% 00 lRNlMUM EDGE OISTANCE ARE "KAM ON THIS
<br />SCHEDULE. MR E.D_ LESS THAN DIDItATO OR SCHEDULE REDUCE AN04OR SPACING
<br />By MuLriky" SPACM swm ON SCHEDULE of THIE FOLWOM rAcww no
<br />?HIS OPVWM TO BE PM� REOUCED SPINGIMS OBTAINED WOW FACTOR SNIU.
<br />NOT RE LESS THAN MINIMUM VIADMIS INDICATED " CACIH ANCHOR TYPE AT
<br />,me"= LEGEND I
<br />ANCHOR VVIRE
<br />1 -1/4'.
<br />1 1/4'.
<br />-
<br />-
<br />1/.-.
<br />-CkI
<br />orwo
<br />man
<br />� momm states W
<br />3
<br />,/2
<br />. MAL
<br />I= �_== -
<br />#am Lik INK comm
<br />#111m
<br />, ,/r
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<br />-
<br />3 'Ir
<br />- -
<br />-
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<br />-
<br />1 .63
<br />__ __+I�_d
<br />. I 11
<br />_
<br />I
<br />-
<br />-
<br />I ISO ]
<br />10,_�-O
<br />+ REQUIRES Um DISTANCE BETWEEN BOTTOM OF PANEL jLllj_j,1,.
<br />AM CD TO K I/e rv-1 M.,
<br />rv-u_nl
<br />,
<br />++ REQUIRES W%. DISTANCE BETWEEN BOTTOM Of PANEL :
<br />AND (Z TO ff- 31ir 3/16
<br />v U.,
<br />Hurricane
<br />COMPONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 1/2-l')
<br />- __ _ - - - - 15LI25- MAL WIDTH) __ - - - __ - - -zjv7-- -
<br />_____ .. - - 12SW (EFFECTIVE WIDTH), - - - - -_ I -_ T-250 _L7 -.1or , - 'IW. - V111= "I
<br />-79
<br />AMOLE 0 6 1/4'
<br />i I �'_ - -- - O T/4* (TYP.)-- - v_ -374f-- .Iw. - 11 011411 12
<br />� 1230" ASSISI - .. ca.
<br />=�l
<br />- 1.3w - - JOG' .
<br />,,.,_.�,_,_lp' - 7'3?" -. :,.Sm- I I -,i-: 11 om, I.
<br />e - I
<br />-, _1 �
<br />, . '
<br />. 1. - F_ - _ . '
<br />.-�<, ", llr7�� 1. -
<br />. cm. - �l '�'
<br />GAG*' MIN. THICK , , 3.31 , , ..
<br />� , - I ,� I IT 157 .,,� I- L. I i -
<br />I * � . .0"1 -
<br />ax%wlim SIM " ,
<br />�
<br />h
<br />2 .084 - ��J, �
<br />EDGE ASTM A653 NEW I -1 - '. , -1
<br />TYP I
<br />GRAVE so 'wamum m. L -��j. "
<br />//� 2 25' I
<br />\ C-60 rAlLV - - '
<br />- DETAIL A 4W - - GO." __ -
<br />I . - - ----- ----------- -] ' ; v mv.) (TYP.)
<br />a) STORM PANEL - ' - __.
<br />___ - '.350 - MY" A-' - - 10001 ___
<br />PANELS SMALL. RE MISTAILLED ALWAYS - - 2.3ffr -
<br />FROM LEFT TO RIGNIT W/ 1/2- UM
<br />(�) *H* HEADE (�) 'r TRACK (�) ANGLE WITH STUD
<br />AT DID NT LEFT WE OF PANEL
<br />*
<br />1__� �l ryp Tor EDGE 0.024* (W..)
<br />, OF "ANEL GALVANICED
<br />-
<br />PANELS END LIP 1-1 I . STEEL
<br />�5. -
<br />It .vl.
<br />.1 ,
<br />, ' 8 _ PANEL � , 0
<br />W/ wimixt max ll_� . , "- - to.05, _
<br />A - - I ",� .,
<br />�1* itar --- I "
<br />____ , I - -1
<br />- - I ., - - I ___ - I . . - I t
<br />"'
<br />/F,*�,�,__, - -
<br />�( ,,.��6 _-z ��,,,__ , 1 0.315' , (I I 0.2W#
<br />...
<br />I.-, �_�7� , -07' o.625 , I _ I i - I
<br />I I .
<br />u-
<br />"EOlak, _' - 0027W 1�
<br />- 2-W" - - _ I I - , -60 - . . I "
<br />- 2,250' - '33�1 1 �__ - ,�M.-�!Ik.- , ,,�- A* OR (@�
<br />-.1--k / ISOMETRIC VIEW DETAIL . - 937, 1 � � a ...
<br />I T ROUNDED CORNER 0 ENDS Of PANELS f - IRA. .05' . - -
<br />in*
<br />. END UP W/ HEMMED EDGE. I ,;.
<br />-2379 - (M�T.S) 375' �
<br />TW. Borrow DZfAJ7 1
<br />( ........ v.
<br />2-500' 1 '091, 057' _E] _' (�) KEY HOLE WASHER I EDGE OF PAWEI.
<br />3,750' 072' JVP.) 10, 3105-HI54 ALUM ALLOY (�) [a 750--
<br />1 � ,si I -SU SHEET 6 FOR ADOISTIONAL
<br />I
<br />JAW - 150* - '. UWTUTIONS If SUEEVE LEMON, 19 I I*.
<br />I
<br />09 I . I
<br />- - - - US' , - ONLY VAUD FOR INSTALLA110015 INTO
<br />_Ix I ., 'W- WOW SIOAT4KS
<br />1250' I ym. (�) XiII I
<br />M". Lmmm
<br />I �44� . - # L-low - 2 .ODD, 37M
<br />, - 193- 1 ,- . , � 125' 2.000 -
<br />I-
<br />- -2150* __ I -lie . i (rrp. I M.
<br />.)'
<br />- -.050'0 L � .,,--
<br />0
<br />---
<br />(�) REV. "N' HUDER @ "U' 14UDIER t I i".0
<br />.f - - t* WIN TO S, Imi, ---- ___ _
<br />- 2.000" - I
<br />g SLEEVE I" MAX,
<br />LENGTH 0 (@ ANGLE
<br />@ "J' TRACK @ PANEL HANIGER
<br />Ir__ ,*iANsmww,RN*
<br />.E.4' - - 3ODD' - . fe-4. - LIVIII-111 ALLOY -� , � (I 114- WIffj
<br />I � law, /!p .�:.N4��\
<br />,
<br />I I - - .082" , . . - N, (USE ONLY FOR E-Z HANG STORM PANEL
<br />. W I ___ / 4�.-`�CEAlj� -.1 1, SYSTEM) 600-76 ALUM. ALLOY
<br />- r' .7- r__ '2?r . ON .I- .. .. 1
<br />_
<br />_ _. - '
<br />'. - :=i*====m..( 4 __ - : .* s ZO-)]
<br />1,67 , , 0 , ako 2 4. C 3 : No. 44167 1. 71 FLORIDA BUILDING CODE (Non High Ili Hu
<br />27.1'-.� �
<br />, !�, ' m'm,m � 24 CAM GALVANIZED STEEL STORM PANEL F.P.
<br />,23' 1: ,--. -, WIN. 0 0 1 * "
<br />J, - o� In
<br />I .008, 4 . - __! I - _ I �,_ lTAT*l -
<br />! (') 11 I 050
<br />� ,250 1 'p.. O/n/XM
<br />_ .0,F,
<br />- 2.010I -- I- ttr� - - SEE SECTIONS - mm, .. ! _. GLOBAL
<br />1%. - _ �E�
<br />L C 11LIEC 0 soot. � PROTECTION PRODUCTS- LLC- -
<br />-M. . OOO S.W. bt 51-1
<br />I, __,_ - - - - - �. RNA tiiiow�. I. IMIAL 11. =14 20-175
<br />, / - (W)MI-OM
<br />BUILD -OUT 'F' TRACK @ & (p) WASHERIED VnNGNUT , I - am-- .-IONNI )BRO-75.4. FAR, on� -
<br />@ BUILD -OUT AV (9 -.1 - I- -.I MINNOM, I-
<br />(ZAh" 3 ALL" . i � 2 WIN
<br />I TRACK ANGLE . _j�sllzl a.- I i I - _ FIM9 . I I -
<br />I I
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1 000 E-Z HANG STORM PANEL (j)
<br />INTO EXISTING WOOD STRUCTURES
<br />__ ,---!_, - -, I
<br />. :/". LAG SCRIN's 10 r O.C, A/ . �
<br />- " � - - I 1/2* vi,, THAC,1XV PvBYRxr04 I �
<br />- 7 77:t - - � ;/4-. LAD SCREWS It A' O-C W, I - - � �., I -TO OUSYNG W010 .SPM I .1 � - =. 2W Wow
<br />. . - i l REQUIRED I/e. LIZ Scam 0 v Ot IF/
<br />� - 'I 1/2' W, AGES) PE.rllbiil� .
<br />, ,�, nit I I - I: nA, OR 0. EDGE I In' 60, THRLi 117NEIRAnD.
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<br />! 4 C_ I -LI W
<br />II SMS I _ ,__ _ _
<br />; 5 - I - - *,/ 4,;.= ,7c= 11) I - " IA'"
<br />I 0 E0, END OF 0 e %,. t
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<br />! �"_l I'm '.
<br />9 I - I .1
<br />_2 plir MI 1 Z.,._20.3/.* W 1 .,_zO,3 , .1 1 5
<br />i SEPARATION - � , SCgI : -
<br />-2 9/,B- - I ,/.*. 2ft3/.' 1.� i lA_-l`S/17* 1 i
<br />SEINJUAPON - TO GLASS 9 7 arv.3 32 : a
<br />rO GLASS . bLS, W/7/3-�/37- Z � III 12' cc 0 I I i.i
<br />, " , 0
<br />I ,INAG " 0 VAIIN O.'ALAP 9 2 ,/a. -
<br />5 9 ; �
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<br />,
<br />I TO GLASS 1/4'-20,3/1'
<br />1� . R@ I i � YISIC.12.011/1, - ;
<br />,
<br />1-1.
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<br />it 9 - - I I - -2 9/16. ;=32*" �
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<br />SEPARATION - I 4"'Wo
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<br />I ; L , / - .st'y __ . '. , ii _ _ I.
<br />- I 111. ? "GTE I, RELOC
<br />ISATE 41 SMICS IODI OR I�Al � q-
<br />1�'- I 1
<br />im
<br />Oft - C-mo' - �11 ,
<br />,".,T,..";.,M. PANCAATE PIUS�W NOTE ,* suo.) , t g-Nr
<br />m"I'll"'Ilm 0 219 1 , � ,(--,j,,sC./ ,/.-."32-
<br />SERIES low -:/4 .
<br />_-IT LISCREIRS 0 1 . L^G ScRub's 0 5
<br />I
<br />'. 7_ ��.j/
<br />,�*
<br />.. (2) 2'. 1 , THOEAM , ION , 1/2* lIh THREADED ,��4
<br />G w"ODCOP"'On ALTERNATIVE I 2.1
<br />--ff - - OR ON - B`___
<br />1��___ - - - UIACD
<br />Iftm PON . So" SCALE 1/4'.'" I NOT
<br />I PLAM RED
<br /> - II
<br />Il,W . . _.
<br />-
<br />BUIL bm" ING
<br />ALI�",. , I 1,
<br /> i FLOOR TO CEILING MOUNTING
<br />Nam . �l i ALTERNATIVE 4"W
<br />I ASTALLAT04 ARE ONLY VAUD FOR BIL&DINGS WITH X S 0 DESIGN ,DADS ,� __ INSULLAMm SCALE 114*.I'
<br />104-1111"A%,
<br />,V TO +660, -?S�3 ,ml AND PANELS LENGTH UP TO V-101 � � �� ,
<br />E, -
<br />W rill 4PENAM 3w
<br />I
<br />. , - -
<br />l]-7 ..........
<br />2 FOR ME* WOOD FRAME CONSTRUCTION SOOD MEMBERS TO RE SOUTHERN -1 I "A0
<br />f�!�N:C"Ll I /4 -,
<br />4
<br />PINE 40 2- W/ SPIECOX DENSITY OF 0 56 OR EQUAL �
<br />', L�',
<br />- .. �,-' NX --`�\CEN,Tj
<br />I I
<br /> 11 : -, FLORIDA BUILDING CODE (High Velocity Hu carm, Zono)l
<br />I.
<br />. I : No. 4 19T '-. �. mr1mo. W.
<br />SEE -S 3 : * 20 GAGE GALVANIZED STEEL STORM PANEL rp
<br />S"C"Fr" I "* ORMI
<br />E::-:M,�=i I Ocr- 5r,Lrw#L ,A' w
<br />MEI AS " awc ON NOW NVAI z *:. E -
<br />.. -
<br />I � ksTW-xmT.JAlIV.
<br />I
<br />.0m OR 2000 INS =11FIFTY 2T REVOKED f C; STAT OF I GLOBAL PROTECTION PRONCTS, U.C. "/"=�
<br />� -�P'- *
<br />I ot�_:�
<br />III.
<br />_____ z
<br />"to D
<br />M �,
<br />ALMNAM TOP HEAD113t jmQLz&fiW�-.. .- . -
<br />.. . MAX` &. S slow
<br />C � .
<br />.. .M
<br />.. ! 01*- " '"ll
<br />11
<br />� , i��l
<br />lllllc,466�
<br />TOP I - -- - BE - N - CONDITION A, ANCHM LOCAMN ., � t4 -I=- � -Z __. .. "W "ANI tAi,z (.._.� 20-176
<br />� / ONU... OWl-'
<br />��5 ,
<br />]
<br />-
<br />"I 10 SUIT AW iNSTALLATIO'k SCALE 1/4' . I- -.1 - I - I OUNING .
<br />W .-I)IM)FI19
<br />'. ,
<br />I
<br />Non "'A" TIAC.s NOT - _11 _ - ----- ,/lMlE W,n* A Uuut ,,,, 1�
<br />- - __ __ - I i .
<br />m. it . ; - I'll raq,
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<br />I - I
<br />.- PAWLS(b
<br />AT Top Olt BOTTOM
<br />VATH TRAM 6t Olt (8'j *
<br />MAXIMUM PANEL LENGTH
<br />"L+' OR "L-" (".) 0
<br />MAXIMUM ASA)
<br />DESIGN
<br />PF43SM RATING
<br />(P...t.) I. im, -)
<br />'
<br />CONCRETE k WOOD
<br />INSTALLATIONS t
<br />Lit, I
<br />I,
<br />2ao
<br />12--g-
<br />�
<br />210
<br />-
<br />4.-4-
<br />__!L-��_
<br />ll�-_4-
<br />_
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<br />rl'-v*
<br />-
<br />to'-ft'
<br />J"
<br />to'-fo,
<br />lo'-O*
<br />__ -
<br />40.0
<br />yo*-F*
<br />0--d.
<br />.10
<br />___ __;i�i______
<br />9--iF-
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<br />-
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<br />- -&,-q,--
<br />- Z0__
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<br />- _;;::a�_
<br />- ______
<br />___ 006 - __
<br />- __!�_-__ __ -
<br />70.0
<br />- m�j- -
<br />, - .,�e
<br />. _
<br />_!�-n -
<br />'I-,.
<br />__7;:o___
<br />__
<br />__ jiv
<br />___i�
<br />775-
<br />O.-po
<br />-
<br />MO
<br />r-2,
<br />"-,.
<br />as.o____
<br />_!�!��
<br />0.-5-
<br />90.0
<br />6,4*
<br />#,-.2,
<br />___
<br />- .
<br />. 6-1.
<br />. .
<br />.
<br />_--no
<br />'00.0
<br />'.
<br />1010 _H�
<br />__!�___,.
<br />3�9*
<br />-
<br />1?0.0
<br />I -
<br />S,_r
<br />-
<br />-T-6--
<br />I 19-I
<br />-
<br />--T-,s.u�
<br />nmG p m * 2/4
<br />CHFOULF ONLY FDA REGULAR STORM
<br />ANCHORS I SCHEDULE ON
<br />REM, CONCRETE BLOCK & WOOD (t) _J� MAX- - � � __ - smirm S. 10411) -
<br />$* NAM ;
<br />FtSCl-)IMMAMM AT EACH i 0 -
<br />END 1111TIN TRACKS 13) all a & a 21 D. M.. (1). (�). _ 4 , I- T -, I I- -I - -I - - - r I ___r__7_, -
<br />DIRECT MOUNTED AT EACH END I
<br />1 1 i 1 I ! 4 I
<br />MAXIMUM PANEL LENGTH (9). @ .1 9 I
<br />; I 1 ,
<br />"L+* OR *L-" (ft.) 0
<br />MAXIMUM A.S.D.
<br />DESIGN
<br />PRESSURE WING
<br />Witt) [+ - -)
<br />CONCRETE a WOOD
<br />PWAUATIO14S t
<br />I
<br />2alt
<br />14,-4*
<br />IX-0,
<br />___ -
<br />ago
<br />121-10,
<br />Ill-r
<br />jux .
<br />ITI-A,
<br />FO,-r
<br />-
<br />."LO
<br />101-10,
<br />__
<br />R*-g,
<br />40.0
<br />v-4.
<br />PI-21
<br />45,0
<br />a,-,.
<br />8'-?'
<br />30`0 _
<br />- i;--;---
<br />0--r-
<br />- - ___
<br />55.0
<br />-
<br />8'-J'
<br />I'-s'
<br />- ______
<br />MO
<br />_____
<br />__ __ -
<br />7.-.5-
<br />-
<br />is. _0 -
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<br />?I-&'
<br />?'-Sl
<br />7�2,
<br />6�11,
<br />Mo
<br />-
<br />710
<br />1.1.
<br />61-0*
<br />Sao
<br />7�01
<br />6'-S'
<br />B&O
<br />"-,.
<br />61-31
<br />.
<br />90.0
<br />-
<br />6,-P,
<br />6� s,
<br />930
<br />5'-ID'
<br />__ -
<br />rcao
<br />_!::�L
<br />r-j,
<br />_ s*-r_
<br />Solo
<br />r-3,
<br />5*-4'
<br />I #AV
<br />-
<br />$'-I'
<br />F?5.0 I
<br />__ -
<br />-T-70--
<br />p 09.6
<br />-
<br />4--#*
<br />MNARN SEPARATION TO GLASS SCHEDULE
<br />MAXIMUM
<br />PANEL LENGTH
<br />WIND SPEED 4 170 9"
<br />WIND SPEED 1 170 ..p.n
<br />PI
<br />UNRESTRAINED
<br />-
<br />RESTRAIMED
<br />I
<br />tt#lREm5TRvAwMN1O
<br />1 Rmxmw
<br />-
<br />30 OR LESS
<br />I .
<br />'.
<br />I
<br />6*
<br />I 5 1/4'
<br />>33 To 90
<br />'.
<br />I I-
<br />7 1/2*
<br />1 7 I w
<br />,90 TO 145
<br />'.
<br />-
<br />1 �/2'
<br />-
<br />. `2*
<br />__
<br />' :7'
<br />1 ,,,a To ;;4
<br />r
<br />1 :.--
<br />I __
<br />2_ 1
<br />1 i
<br />TOP
<br />BOTTOM -
<br />DOW i
<br />mow !
<br />1.
<br />W-0m
<br />.U.
<br />� EVER
<br />I
<br />I.S`JJ.5
<br />STUO
<br />ANIGUE
<br />*r
<br />;
<br />TRACK
<br />Ir TRAM
<br />ANINUE
<br />,I=
<br />-
<br />� 111ACK
<br />I,=
<br />- I
<br />DIRECT MOUNT
<br />46-
<br />1 32*
<br />1 32'
<br />W
<br />W
<br />I 50-
<br />50*
<br />4
<br />I-S'XI.5' " ANGLE
<br />35 .
<br />I 3r _1
<br />3r__
<br />3r __
<br />42'
<br />1 38'
<br />1 '. _
<br />3
<br />'r TRACK
<br />m .
<br />1 32.
<br />32'
<br />42-
<br />67'
<br />BE'
<br />BE.
<br />(1)
<br />___ -
<br />� AMOLE
<br />.
<br />'.
<br />3v
<br />'.
<br />-
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<br />I"
<br />_:_1
<br />I
<br />-
<br />I
<br />-
<br />-
<br />I SIT-
<br />I 60'
<br />1.
<br />*1/4, 3/4. 4/5. 5/5 & 6/5
<br />, W/6, 2W/6, 3W/7 St 411I
<br />___ . .- __ - �3' MAX_
<br />I' MIN.
<br />I a a I
<br />-, - T +-- -- v I
<br />I
<br />1 1! I 11 m t
<br />I I I I I I
<br />I . 1
<br />It I
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<br />1 ,1111 11
<br />'
<br />- _. 1-1 , �,L ,____ j -
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<br />I 1� I-1 I
<br />.. I I
<br />-_ � i I T-114-0-1
<br />I
<br />I ,
<br />1 ,
<br />UNBOLTED PA � �:l I
<br />(SEE SECTION I ! I
<br />.1 I
<br />1
<br />� 1� -
<br />I
<br />- I :_
<br />- i
<br />BOLTOD PANELS R/ JUAilt-
<br />ls IS.& amr I / I, ag�tUESSSSUNSP
<br />I
<br />I
<br />APPUCABLE) I 1
<br />1
<br />1 !
<br />(SEE sEenom AS APPUCAi
<br />I
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<br />. I �
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<br />1 . ; I I . I !
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<br />1
<br />I I I � 1 1 , , I 1 � 1
<br />I 11 1 1
<br />.
<br />1 1 1 1 1
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<br />D.M.,(�).(D.
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<br />114i , - LJ - -I-. - ��J'
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<br />1
<br />- I - i -
<br />--
<br />@ or 9
<br />_1 �� -,.,,
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<br />- r MAX ;
<br />-
<br />101 11*1 101
<br />-
<br />ki
<br />il - -
<br />, .
<br />I -
<br />1, MIN
<br />L* 2/4
<br />1/4, 3/4. 4/5. �_/5 k 6/- " OIL
<br />5
<br />L*IW/G.
<br />;_
<br />2W/5. 3W/7 AT 4W/7
<br />- - ---ANC"ORS (SIT SCHEIRILE ON SHEETS 9, 10 &I I �
<br />- I -
<br />2.W?*
<br />L 01) ELEVATION
<br />N.I.S.
<br />,/4- hift GAP
<br />7,-
<br />is (MIN OOERIAP -1 04OLE WILL111
<br />- __
<br />L_
<br />1/6 1� "",� I �� ........ ..... z - -
<br />A
<br />.. W , SECTION A -A I
<br />- (j) N.T.S. 01
<br />00) L+: ktkVWJW ALLOWABLE PANEL LENGTH FOR A GNU POSITIVE ALSO. OCISIGN LOW.
<br />L MAX ALLOWS" PANEL IV" MR A OMN NEGATIVE AS.O. DESIGN LOSE.
<br />(2) oftoomm TO CESSEMNE mmummum PANEL LENSI
<br />GrAN A POSITIVE '%". M=M LOW. DETERMINE MkV" PANEL LOOM 'L.* FROM SENEGAL
<br />OWN A NEGATIVE X&DL DES" LOAD. DETERMINE 11110001111M PANEL LENGTH %-* FROM SCHM&L
<br />FINAL MWOMIUM 4LOKQLE PANEL LENGTH IS VDIAN. So THE MISIMIN DEn9&mm PANEL LENGTH
<br />BETWEEN -L., Me %".
<br />(") SEE SCHEDULE KID* FOR MIN. PAM UENGTH FOR POROSITY WAOICAMN.
<br />I t INSTALLATIONS INTO 100011) ARE LANTED TO t 95 p.&f MAX &S.D. DESIGN PRESSURE
<br />.__ -
<br />.
<br />. =1
<br />Oil' SPACER 0 is "a.
<br />i W. ...
<br />. . . .
<br />. - FLORIDA BUILDING CODE (Non High Velocity ImW4u cons Zone)l
<br />..
<br />: .
<br />'
<br />.44167 '. 'f
<br />eem It"= LIC
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />To,
<br />ON" v
<br />Sir .
<br />;
<br />Sir : 1
<br />GLOBAL PROTECT" PRODUCM U.C.
<br />W/_v/mm
<br />-�
<br />%.
<br />" F7
<br />TATE OF �7� t��
<br />Z 11LIECOisic.
<br />I .
<br />� I
<br />...
<br />�, �,__
<br />,
<br />�1� lW
<br />am qLa &I saw
<br />DOC Fl. MI
<br />.
<br />TISAF
<br />RW�_l_AM="_l
<br />20-175
<br />_oI!T-t..
<br />.. �
<br />..
<br />-
<br />,MON, W )M-,-*. F-1-SO.
<br />- .11
<br />- - Li:�161;/�� -
<br />CA-00011719
<br />!!!-!
<br />- 1 - -
<br />-1 -
<br />� 0I
<br />I
<br />li I
<br />, - FI-19 .2 i 1
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<br />-
<br />ff#
<br />WIN . "Aft &_ FIX _
<br />-
<br />GENERAL NOTES
<br />Mo SIM ffilrllmlll�� A��� no& (C) 19. _Q:�
<br />\
<br />I STORM PANEL DOCUMENT (PE-D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - 11 I TAPCONN ANCHORS, AS 1AMILIFACTURIED BY W BUILDEX. 04C
<br />Mi �
<br />WIN THE 2= (7th EDITION) Of TOE FLORIDA SUILDING CODE THIS STORM PANEL SHAU 90 BE INSTALLED AT HIGH - 014-10 PANELMATIE FEMALE ID AND PANIELMATE FILUS JINCHORS, AS WAMACTURED BY ELCO COMTl`RUCT;O- PROOLI
<br />VELOCITY HURR"wif ZONES (Sinxim-amof / BRMW COLWMS), - 1/4'0 SCREWS PER N.QS
<br />DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1609 or THE ABOVE MENTIONED CODE FOP A BASIC Am - 1/I6'0U!G5/$- WOOD FUSNINO. AS OWRIBUIED By ALL POINTS SCREW. BOLT & SPECtktY C*
<br />SPUE AS REQUIRED BY THE JURISDICTION WHERE STORM PMIEL OU BE INSTALLED AM FOR A DIRECto4ftM FACTOR
<br />KID-013, USING ASCE 7-16 AND SMALL NO EXCEED THE MMOWM (AS,D) DESIGN PRMURE WINGS INDICATED ON SHUTS C 1) MINIMUM THREADED PENETRATION KFU WOOD OF TAPCON ANCHORS SHALL BE I 1/2- AND 2- FOR FLCC PANELAIIATE
<br />3. t THRU 17 & 17. It AND PANELMAUE FEMALE 4)
<br />1.
<br />IN ORDER TO VMW THE ABOVE CONOTTION. ULTIMATE DESIGN WIND LIMITS DETERMINED PER ASCE 7-It SM04J. BE "1117
<br />REDUCED to A,SO DESIGN PRESSURE WING BY MULTIPLYING THEM lrr 06 IN OR" TO COMPARE THESE III MAX I C 2) WISHAIUM THREADED PENETWICH OF LAG SCREW. INTO THE WOW FRAME I SMALL BE 1 1/2- NO THREADED
<br />DESIGN PRESSURE RATINGS INDICATED ON SWEETS 3. 9 114RU 12 lk 17. 18 PENETRATION INTO STUCCO SMALL BE CONSIDERED AS PAM OF NE REQUIREE) T14READW PENETRATION
<br />ON ORDER TO VERIFY THAT ANCHORS ON 714S p ED AS TESTED MOM HOT OVER STRESSED. A 33% INCREASE IN ALLOWASUE 4"
<br />.
<br />STRM FVR WIND LOADS WAS NO USED IN rNEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C.3) MINIMUM EDGE DISTANCE OF LAC SCRVVVS� INTO WOOD SHALL BE AS INDICATED N T141S DRAVANC
<br />AOCORDANCE.WTH N.O.S. 2018 CO
<br />-0
<br />STOW PANEL S ADEQUACY FOR IMPACT AND WIND RESISTANCE MIS KEN VERNIED IN ACCORDANCE WITH SECTION 1609.1.2 OF CA) MINIMUM PENETISAIRON OF WOW PUSHING SMALL BE 5/5" 1/4* 0-20 SCREWS USED SHALI BE 1 1/2" LONG MINIMUM
<br />5
<br />co
<br />THE AWW MENTIONED CODE AS PER AA400CM TEST LAB OF SOUTH FLDRIDA REPORIM IM1401-01 AND J02M02-09. AS SHOULD STUCCO EXIST. AND I' MINMIUM FOR WA.LS MTN NO STUCCO
<br />-
<br />"P SSTO t2-99 & ASTM E 330-02 STANDARDS. AND AMERICAN TESTING LAB SOU`FH FLORIDA REPORT #112301-10 AS PER _j
<br />C 5) IN CASE THAI PRECAST STONE. OR PRECAST CONCRETE PAKIS. STUCCO OR WOOD BOARDS BE FOUkD ON THE EJOSTINC
<br />IAS-20i AND TAS-203 PROTOCOLS, AND AS PER CALCULATIONS PERFORMED ft ACCORDANCE W/ SECTION 1604 OF THE
<br />WALL ANCHORS SMALL BE LOK ENCKSGH TO REACH THE MAIN MICTIM REHM SUCH PANELS =
<br />FLORIDA BUILDING CODE
<br />ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 7) k C.4) --A%
<br />,;
<br />1
<br />2 ALL ALUMINUM EXTRUSIONS 10 BE OM-15 ALLOY AND TEMPER (UNLESS OTHERMSF MOVED) SEE SHFl-r 2 (0) ANCHORS SMALL BE INSTALLED FOLLWM ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS I* THE ANCHOR'S MANUFACTURE
<br />WINNUIACTURI
<br />=
<br />,
<br />3 ALL ALUMINUM SHUT METAL USED AT CLMRFS SHA" HAVE 3105--HI4 ALLOY a PANELS MAY kM BE WrALLED HORaONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION I TkROUC- 6 (SHEETS
<br />,SMUFS
<br />_z;
<br />T
<br />4 ALL STEEL SO4EEI METAL PANELS SHALL HAVE STRUCTURAL QUALMY STEEL ASTS, A-6U MEADE 80 MMMUIM� C-60 GALVANIZED ,W4OUGH 5) EXCEPI THAT "EADEPI &(!) SMALL NOT BE USED
<br />. V; .
<br />_
<br />STEEL UESKPAIION W/FY- 92 2 ft- (AFTER ROLLED) 9 IT SK&L BE PIE RESPONSIBILITY OF TW CONTRACTOR TO VERIFY THE SOUNDNM OF THE STRUCTURE WHERE SWYTER IS TO
<br />40
<br />..Clt
<br />ATTACHED SO INI PROPER ANCHORAGE, THIS SHLMTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD
<br />5 ALL SCREWS To Of STAMM STIEn 304 OR 3tfi JUSI SERIES OR CORROSION RESISTANT COATED CARBON MI AS PER DIN BUILDINGS
<br />3;
<br />Notil W/ 50 isi YIEW STRE4C!tJ4 AND 90 ko TENSILE STRENGTH AND SMALL COMPLY IS/ flORIDA VJRAIMG CODE SECION
<br />_
<br />241 t.3 J.0 10 EACH REGULAR STORM PANEL WITH LENGTHS OVER 90". AS PER SECTIONS 1. 2� 4. S. 6 AND ALTICRMATTVES III, 3W III 40
<br />UErTS 4. S. 6 A 7 RESPECTIVEL ; SMALL HAVE A LEGS1 AND READILY VISIBLE mARxLRG WSTRUCTING DOER OR T TO
<br />Y EMANT TO
<br />.S!
<br />11
<br />a BOLTS TO BE AWN A-307 GALVANIZED SITEL. OR AM 304 SERIES STAINLESS STEEL li 36 ksi MINIMUM YIELD STRENGTH SECURE PANELS RON APPLICABLE REINFORCEMENT DURING PERIODS Of HURRICANE WARNONG
<br />CIS
<br />:_
<br />0:
<br />7 ANCHORS TO WALL SMALL BE AS FOLLOWS I I SHE INSTALLATION CONTRACTOR IS TO SEAL/CAW MI SHUTTER COMPONENT EVOIS WHOCH REMAIN IN CONTINUCLiUS COWNT.
<br />,
<br />THE BUILDING TO PREVENT WM/RAIN Will 14
<br />!!
<br />(A) TQL&KW2LG_e2JB9L9A4=
<br />11, X.
<br />- I /*- 0 TAPCON ANCHORS AS MANUFACMU BY I.TW Buit-WIL TIC (116� "3-92 P...,.) 12 STORM PANEL INSTALLATION SMALL COMPLY WITH SPECS M)ICATED IN THIS DPAWM PLUS ANY BUILDING AND ZOMW RICUILA.SIONS
<br />- 1/4* 0 . 7/0' CALK -IN ANCHORS, AS MANUFACTURED 131 DIEVIALT INC PROVIDED BY THE JlJIMDSCnON WHIM PEROT IS APPUED TO.
<br />'"�
<br />";:
<br />- I/4' ,v 3/4" SOLID -SET ANCHORS� AS UMTRWJTM IT, ALI POINT SCREW, DOLT LIE SPECIALTY CO 13 (d) THIS PRODUCT CIIALUATION DOCUMENT (0,M) PREPARED BY THIS MNUR IS GENERIC AMC; DOES NOT PROVIDE 4MIR -"V�
<br />(M,, it . t-3ooc P...I.) I
<br />I
<br />- #74-10 PANELMATE FEMALE 10 & PANELMATIC PLUS ANCHORS. AS MANUrACFUREID BY ELCO CONSTRUCTION PRODUCTS. FOR A SIT SPECIFIC PROUIECT; I e. WHERE THE SITE CONDITIONS DEVIATE FROM FOE RE 0
<br />- 1/4-0 ZANAC "UN ANCHORS, AS "WFACTURIED BY DEVIALT. INC (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALIAMN I?OCLUDING LIFE SAM OF THIS PRODUCT
<br />BASED ON THIS PED PROVIDED AE/SWE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS OOCUMENT
<br />A 1) MINNUbi EMBEMiEW OF TAPCON ANCHORS INTO POURED CONCRETE SK06LL BE 1 3/4'. 2- FOP ELCO PANUMATE AND CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY
<br />1 3/4- FOR ZAAMC NINLIN ANCHORS
<br />W THIS PROSMICT EVALUATION DOCUMENT WILL BE CONSIDERED MAUD if MODWim
<br />A,2) CAAA-114 It SCLM-SET ANCHORS SMALL K EMNEVOFD 7/6� INTO THE POURED CONCRETE NO EMBEDMENT IWO
<br />SIUCC SKNUL, BE PERMITTED. 1/4* 0-20 SCREWS USED SHALL K 1 1/2" LONG MINIMUM SWtvU) STUCCO EXW. (d) VIE SPECIFIC PROJECTS SMALL BE PREPARED BY A rLORIDA REGISTERED ENGINEER OR AKHi WHICH WILL BECOME THE
<br />AND li� MINIMUM FOR WALLS WITH NO STUCCO. AND WAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. ENGINEER OF RE.CORI) (15 OR) FOR T14E PROJECT AND WHO WILL BE REspowimed FOR THE
<br />Bur WITH WOW; HUTS PROPER USE OF THE P E 0 ENGINEER OF RECORD. ACTING AS A DELEGATED ENOWER TO THE
<br />P.E,D ENGINEER, SHAU SUBMIT 70 14S LATTER THE SITE SPECIM C#VAVMS FOR Rrl"
<br />A-5) 04 CASE THAT PRECAST STOW. PRECAST CONCRETE PANELS. PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL On FLOOR. ANCHORS SMALL BE ICING ENOUGH TO REACH THE 1,000 STRUCTURE BEHIND SUCH PANELS (e) THIS PED, SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSION46L
<br />ANCHORAGE SMALL. Of AS MENTIONED IN AA) MO IN A.2). ENGINEER OF RECORD THAT PREPARED IT
<br />(8) TKI-INVING CChCRM JSSjDGIS_j_U_A5X_L-_W 14, SHUTTCR MMUrACTUFtER*S LABEL 94ALL BE LOCATIED ON A READILY VISIBLE LOCATION AT STORM
<br />PAM0_ SHUTTER IN ACCORDANCE WITH SECTION 17092.2 OF FLORIDA BUSUDMG CODE. ONE LABEL
<br />- ;/4 : TAIPCON ANCHORS AS MANUFACIIJIFIED BY I I IN BUTILDEX. INC SMALL BE PLACED FOR EVERY OPENING LABELING TO COMPI WITH SECTION 17099.3 01 THE
<br />- 14: . 1/6- CALK -RI ANCHORS. AS MANUFACTURED BY DEVIALT. INC FLORIDA BUILDING CODE,
<br />- t/410 X 3/4" SOUD-SEI twICMGURS� AS DISTRIBUTED BY ALL POW SCREW. DOLT & SPECIALTY CO
<br />_ #14-10 PANEUMATE FEMALE 0 AND PAINEIMATIE PLUS ANCHORS. AS MANLIFAMRIED BY ELCO C STRUCTION PADgkowillf"
<br />.
<br />- 1/4- a ZMAC WILIN ANCHORS. AS MANUFACTURED 91 DERAILS. INC A. T
<br />JQ�.� .,.�!q
<br />.. ��
<br />.. �\
<br />.�, ,
<br />IE
<br />0 �) MMWM EMBEDMENT OF TAPCON 00CHORIL ELCO PAMELMATES AND ZAMAC AAA.0. ANCHOR. 0 THE �� �,
<br />OCE ,vp ...
<br />. �, :�
<br />t FLORIDA BUILDING CODE (Non High Velocity con* Zon*)l
<br />. . .
<br />SLOCN UNIT SeALL BE 1 1/4' .
<br />,�
<br />__
<br />.: ? ' ININK, fILAO0. M M
<br />9,2) C"-04 & SOUG-SET ANCHORS SHAU SE EMBEDDED 718` INTO -HE CONCRETE BLOCK UNIT. W *,44 7 I. 24 GAGE GALVANIZED STEEL STORM PANEL okwi IN
<br />;
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<br />CONCRETE ANCHORS. I _/ CONCRETE = , �l . i 1, , -
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<br />EXISTING POURED 777'��L , �. �, �, 'I, I :L,,., (SEE SCHEDULE ON , --magrunnin Wow ANCHORS * * MM.
<br />- , :,, , , L'� - " ." L�"' SH ) ,/ q SHEETS 2 THROUGH So) , ` 2 ,/a- LOW MAX. ALLWOLM I I I � . 1.� - i I I . (R
<br />11 " , � - -_ --- .
<br />_� . . Ull 9 THROUGH 10 _ AND PANEL I � I I 11 - I (SEE SO4MULE ON i L - --
<br />j_jl4- b _ ".., IXGE OF WALL OR SW - - I i - I � 2 , I SHUT I 1) - ___ 2-.4- WOOD PLAT . L
<br />.L �". -_ STAGGERED W/ STUD ; !
<br />CONCRETE ,&. � L , , '_ , 11- I * SPACERS 0 t=v O.C. VALID FOR I . WVCOL 11A NMY BE I Vr LESS �� I 0
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<br />REQUIRED I L , ." KT_ CONDIT") "/ TING =10) - U. DESON I "I -, � rxe- Wow I L_
<br />" on COWPOURED CONE! ETE LENGTHS PER SHEET 3. 1 � . - DECK REOUIRED
<br />CONCRETE ANCHORS REOUIRED. AM BLOCK R 2'W4' WOOD . 4 *12011% I I MO 4 A NESIRWOM FW0W ANY 'T, SCHEOULEON
<br />, , REOUtRED - ';' * * i L DAM moff cummemmy moomm go squ I q. � (SEE SCHED ON - -
<br />G* Nor WOW"
<br />,_ LL " 1; MAX � - - - CIO OWN.
<br />,., - _r. .O'Mn 51_�r I tSW ANCHORS
<br />_ EXISTING 1 v) NOLLUM a LOW 10 A on grom suiummus vrm t -
<br />, , .f� I - LOW, ALUMINUM SPACERS 0 1 WOOD ANCHORS - --- a
<br />(SEE SCHEDULE ON ED, - - - �:.,, 1/2- OC. (SEC TABU #1 ON PLATE REOLARED . WOOD4;VORS STUD . . _ , SHEET IT)
<br />. . IL 14. - I itA% R/ ;lWA EWMMM M BAO NEW19 . -1 . . _ , 2"X4' WOOD FESSAUE NO an j SHE" I 1) LILE
<br />SHEETS 9 THROUGH ,Q) - - � 1. I "N' w I- - ___ __ -
<br />SHUTS 9 & 10I) SHIFT 3 MAY SIR M F - --- - ---
<br />(SEE SCHEDULE ON Low m 14 Mix= ."llw _ _ , , _. " _' PLATE REQUIRED
<br />_L� - Ile = i � � .
<br />� : som I 1) awjpLr.D Writ I -:- __ , . I MA411111 0. 1 -- 2' On. - - � - - -
<br />" I I S.W 4 0 a)
<br />L (I) mumcm Aso OEM masm I i ; �
<br />CIEILING BUILD -OUT I %am 8 -ft -45 W. I I N` . - - : Cn
<br />All I INTING WALL MQUIN31ING /OIR W/SPACERS Iffig OR -0 I I-L t mes a A teirtmenom FROM LOU "m umns xuwm am -
<br />, GM MOUNTING ; (3) WOL 24 pa PARIS LENGTH a kwu To 0
<br />:lm,� EGM 1 GO %"Mo =ft MM DAM Is i WALL MOUNTING 4 IRECT MOUNT ! WAMML SHIST I 1). I
<br />3EGION-2 ff __ - I M. CULING AND FLOOR MOUNTING
<br />SCALE 3/8.,* SCALE 3/8-1* -2 SIMIJ. K 4 N&4M OR I ALIERNAMM 3W RulLip-Il UgaNG ICU
<br />(3) SIM ANAEL WIRMILMSON 4 ALTERNATIVE ZW I (411 1/26 UPC VACM COWOM IRA "
<br />Mo AN omm WOOD FrAm OUL SCAue 3/8-1, 1 SHUT L WFULIATKIN or I Iff LEND WOW OA Ill OLT SCALE 3/3-1*
<br />i WMIST PSIS MO MM I- 2 40 3 All allWM III( RIM � 11440010 SCALE 3/6-1 - " m
<br />T-Im summ AND THE 2020 (70 EDISON) or TWE FLOW
<br />SCALE 3/8-1- A) INUO MR WIND BURAING am
<br />zmn 1. 2 a 3 m I i i /;,;��V,F Kir!,-,
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<br />*�Cvys NOTEM, T!� Holm, � . .
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<br />/�;� :.�ly,;PN I I ""A"A"E" '" � �� ��o LIJ
<br />.1 . k??.., � �,-!�%s FLORIDA BUILDING CODE (Non Wftgh Valoolly tWu cons Zon*) N : A =
<br />. ,
<br />40"! - - �
<br />4. I �Ci�!�_N�-qp -- ` NO. 44187 1. 1. FLORIDA BUILDING CODE (Nion High Val m
<br />- - - : ,7e %. k FLORIDA BUILDING CODE (Non Ifigh Volocity Nur cone Zone)l N07E FOR COMBINATION OF SECTIONS: 1, INSTAUA11ON ARE ONLY VAUD FOR MAX. A.S D 2 : . octty Hur cons Zone)l
<br />: amal, "I*=. Am. F.1'. '. :*! "I'm ?&= - It..
<br />"
<br />i : : No. 44167 _` I � m1m "K, 24 GAGE GALVANIZED SIM STORM PANEL r.P. KOM FOR COMENISIALON OF SECTION : I� INSTALLATION ARE ONLY VALID FOR MM. ASO. / 'No. 44167 '-. 1 24 GAGE GALVANIZED STEEL STORM PANEL , TOP & BOTTOM MOUNTM" CAN BE DESIGN PRESSURE RATING Cp.z.f) AND PANEL LENGTHS '. - 24 GAGE GALVANIZED SUL STORM PANEL <
<br />com p DESIGN PRESSURE RATING (P.s.f) AND PANEL LE CTHS !*. : . no" 1. STATE OF �,Ci, S' � Mi
<br />i Sir " Sir ., TIT 1 . * COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 .11
<br />Of SECTIONS , . z /V/M* TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR N S - :*E /"/Nn INSTALLATION 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD '10 am/AM z
<br />E.D. - EDGE DISTANCE , - * * MOM PROTECTION PRODUCTS, LLC. 0,11,
<br />(SEE SCHEDULE ON it lh% - - - -
<br />SHEETS 9 & 10) LITT ANY 1% Gle "'R, SAM IMME- 01. ASS --I- ..,,, 'i ' A""ow.WwA_.R,, 20-175 z
<br />TOP & BOTTOM MOUNTINGS CAN BE � - ?�L __ on --I- 12 - ,= 0,-%-'- 144)SM-7101L f0ill,- tW)�7*7 20-175 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD * 0 1W - 00-I-XIS .;am--,. )MIN -MIN. C"XIMM)"a-M, 20-175 DENSITY OF 0.55 OR EOLIAL - " , pf, MINSO &W. at sow
<br />- -
<br />ISM FOR COMEIMATION z . STATI 0 :�� GLOBAL PROTECTION PRODUCTS, I.I.C. '" 1110M COMBINED IN ANY WAY TO SUrr AW ALTERNATE 211i %1-.. _11ATE GLOBAL PROTECTION PRODUCTS, ". or DW: I MEMBERS 70 BE SOUTHERN PINE No 2, W1 SPECIFIC . - & _;��_ �
<br />COMBINED IN ANY WAY TO S c1l, * .0c. I 1 .7 _=_
<br />-� Ve� �- . oft - - - - - WA - -P.. � S. S, snw t; � ��l
<br />. IS ,-c . INSTALLATION -
<br />. 10410 - - I I= . - - Ote S.. 6 1001117 �;� 4:56 Z���
<br />z �__ �� ,�
<br />. V, . .
<br />, . _r/;�4 - - - - - - - _ MEMBERS TO BE SOUITHERN PINE No 2. W/ SPECIFIC - 2=2" -
<br />INSI'ALLATION. �� 46 ...... i":11 I?. IS .; -= _04ir-Z M&4)M-YU& hili.
<br />x", t , - . - . � ft N,4& i - - ONAMS, ft - IMANNO � <
<br />0h=I0 "i - I DENSITY OF 0.55 OR EOLIAL �71§ CA-0110117111, -
<br />'. , I -_ M - in,
<br />I - I 11AHNOWOWAIMMOUREIMTE "A"M A. ?LIP - I 111014ill P_ Z.- - "i m I ! AN, I" I I RALME, 0, Tup A'.. PjL ."I 0-M I
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<br />- FLORIDA UL J 441 p r . . I " -1 ! - n= .MI 1.4 si I I ; 1 RINGS 6 W is _____ -_ - , . FM9 . I I ��ole, _j
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<br />SHEET NO.
<br />SH 1.3
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