a
<br />= SAT"I" I� 5 .1
<br />Go, 'WEI �
<br />IWORM ANCHOR!;
<br />:m SCHOX`E ON
<br />SHIC's #I � , __
<br />�; ,
<br />� �
<br />- 4o," �
<br />�= � - �
<br />G � ) '�
<br />REAUKED I f "- T
<br />".
<br />\ r��6. 11 . �,._z i
<br />��
<br />\ "�_ i
<br />__4
<br />: !
<br />jq., ;
<br />R k, w � -1
<br />. 4' "� �
<br />i
<br />I
<br />;gz�v rKs,Kc:
<br />. A.co.
<br />I
<br />�
<br />:
<br />I
<br />91
<br />__ �
<br />MLGAPIV. .
<br />- __
<br />= _v`Uu`
<br />. V"O"l, ... )
<br />SECTION 1
<br />SCALE �/SI-
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR Rr MA,oc-j�
<br />_w `N"_ .__ _.. _A",PH
<br />- 6,------- "w"Imli 10NkE OK______ -
<br />; � ,,�, - � Al ,
<br />
<br />x ,V,/... .. wn I I
<br />. Ro L - �
<br />I .. � � t _�_-____ - ,'I*, .- f-, �,
<br />. I I
<br />-_ 7_!r�"= ?"w,,/,.w-w 2,41=10-6, -,`_1-t__F -,-T,7 ---, -"--- i
<br />I / I
<br />. I L I _9 I / I __ I - -.,�- =. ,�.
<br />L I 1'. r-- ch. � . amo.) , I � .L,
<br />I
<br />� 1� I 5 ill C �* . - -----,f- T -1 IT ,.
<br />-
<br />. I I 1. L:i__L__:_1i_ w4le MOK, ��, , -1. J1.] TN-7-11-ILL-111-111 717111-11 11-1], ET 1,
<br />I I I - - - - � - . IG,K'M � t, - f I r -: 'IT I I
<br />r, � 1, 'k/ �7-ff-.I ---f - I , 'f-
<br />I", - I- . Ill. - . "ll". �
<br />1
<br />2 L _ r, � _1kT, - I THUmn 1 1 1 I i 1 1 1 1 1 1 I ; I I - F
<br />I I . , I- I
<br />- ill- I �11 -==
<br />I' -_ iU " i I I
<br />I :,'� �� I . I I 1 1 I I I 1 I I I , I
<br />, I, I 1 1 1 I I
<br />. - I I , � t i , I I , I �
<br />EDGE OF WALL 1 tl�'. r=,,w, Il ,��A, * i I i
<br />IF xPPuCAw - rt' 114' - Z� I , I - G*AGnm m GAGV` '.." - . I !I I 1 I I i 1 1 1 1 1 1 I I I � I i
<br />t I - � PL'IT, m"CH ': ..We i ; I 1 1
<br />) - 4 1/2 � I , � . i - , _-, � 1 [ 1
<br />wm. ED, x 00 num BLOO', . . I I I 1J � I I I I - 1 , " I I a ,
<br />LL-oso
<br />TV
<br />["',"'
<br />I L 17 I � -,F, 1, I_ ___ I - " - I'll. -
<br />T I t � I' -
<br />I I— I .;� , I I .
<br />, I I I I
<br />� , � �; . I& w a IM � ,. A . "I
<br />m". 11w,". �=, I � I "": I,
<br />DUAL-i I, ! I - f �,
<br />--.--=,-
<br />6,wl-,r .. _m 1_ IMILoo-w �,M,�v
<br />Ill, M1 P.I. =�_, RAW` we�,�>Lt___Ijllf i i i � !,;��: y
<br />. :�Z�-:�- , "Illoi I
<br />'' I 4_4 I 1-1- ��,
<br />P. i -1 �11 d N L�
<br />SAPIli .:eL _., or i -L I
<br />�� -1. ___ , � I t I I I -11 'I ! ij 11 11 6�� -
<br />11LAL'o. - __. - - W . --�R r[H t'. -411-- 1
<br />- - - - -11 q � T 1 1 -11 f� I I 1 m -] ; -I - T- il-i [H �
<br />i � I 1 1 1 H I I 1 1 1 1 I ! 1 1 1 1 .
<br />1/4- t I 1 1 I
<br />I I I � I 1 ! 1 1 1 i 1 1 1 1 1 1 � 1 , , I
<br />I
<br />M"I, i i i I I I t
<br />r--4,"."= "ri, "7--,'z- I.,- -r- 'Ir --- l�, �i i � i ! 1
<br />-3:j#/4* r at ,�, MIMETIATIOMAIRI -, I I 1 I I I I I I I I I I I "
<br />, - COMC,,rm.o`*V` " " , i I I i
<br />I'L10 wool K % : I
<br />- I � I 1, h Ill
<br />I I ---j I ;
<br />S�f, , 6 I ,� i i I � , I 1 1
<br />.Ir =3 i 0 I 1 I I � 11 I I I I I iLtI 1! 1, - Hl I
<br />Im . __J.1 P Ile. THR" mn I - I - t - -
<br />- .. WRIMER.- I__ I , � � � J!, I FT-1I Ilil_ � - -
<br />II �1' -_I- -, ,I '--', A 11 . I I [ I I - L.gZ2
<br />-R. T"" ___ - __ - - I -, ,Z2 i - I T f I F F I 1 7 rj _; "-,'
<br />, --------- 1 1, i 1
<br />,
<br />I __�� I
<br />.
<br />,
<br />,
<br />I I 'W'. I . I , 1, 1, I : �I � I I I I ,
<br />; I III I, I- �� I
<br />I -------- ---,\, ii - III I ,
<br />,
<br />� _r I H ill [H I -11 v ;,,1 &p., 2' .j -1
<br />I
<br />I � � (-' - , I . - , � �, , 1241 � v
<br />I ` A =11 i I -
<br />1*%A � -1 I (4 �. I -) I I 1. _ 1 v_oK so. - (w wtuGN -.--
<br />1___rx_ 16 ,,� I ---
<br />�, I _,��. I _111 j ��. iio�_
<br />" �J
<br />lu.:� . 5LCuQ&x_j 1 EL ELEMION
<br />771- trm w SCALE 1/4'_11 DEW. SCALE I/C-I' r_=� =ft.- ml/r"
<br />w.
<br />. �
<br />COMIG"oo,
<br />ULILLION SCi4ff)IJLF
<br />,
<br />:,-,-
<br />/ I
<br />- " - - -Ulbuom -
<br />f - REQUIRED Mi,,
<br />- k m___
<br />SPm (R) -
<br />TUBE MUUJON -
<br />ol�'. ,I
<br />o; r
<br />2' ,, 3* I, 1/8"
<br />'j,A0,14141,1140%
<br />6* - "A'ALL
<br />�0. .
<br />=�":%X PRESSURE RITHO
<br />> 4'-6' TO 5'-E'
<br />__ - __ __
<br />2' . 4* . 1/8"
<br />-
<br />.""_,,�sii��;.!AQ'7,&
<br />"" " " W."
<br />'
<br />IF -5�0 ,I- I- K..I.
<br />> 5'-B' To V_iol
<br />1* . a' � Ila'.
<br />a- � 4- ,, I .,4-
<br />E ,
<br />* ,,�`- Ns,-*%7"%
<br />______f So"o"ol 1. 3. . .
<br />PIEET .
<br />4:
<br />- ". c
<br />No. 44167
<br />-----I---
<br />71-11
<br />To _11
<br />2' A V . 118'
<br />= : . Z
<br />- . . .. =
<br />. .
<br />.: SPANS V%
<br />� � FUR AS-D- DEPON PRESSURE RATTNG
<br />Up 10 ' -0 �� f L _72D P,io,f,
<br />r=LTUqv M,0sO-?0,Lw,K Om.,EO
<br />TO STORM PANIEC
<br />Nom MULuoN 'TAUED ./O STORM PANELS ON lop
<br />OR NGT,r,mTsE LOCATM AT TOP OR BOTTOM OF OPENING
<br />low AAmm, Qmm w/ ,,)BE Top * BOTTOM)
<br />INSTALLATJQN
<br />DETAILS FOR REQULAR
<br />PANELSJ) _& ,,'fA-
<br />IN-10
<br />EXISTING WOOD �jTRVQTURES
<br />I
<br />__ - ,/�� SoHows . r
<br />� . I I III 1.001ol �=I`i
<br />I�
<br />- � -_-:-i�-, 7 -
<br />. ___, r
<br />, ,
<br />-
<br />= 4_1
<br />17--f-- rr - I— -
<br />- _', - _
<br />- r, ,.
<br />/
<br />� - _ ______
<br />IF—— - , 4 - , III, - -Im.-
<br />-, - ,
<br />I ___ - t__ - fl= - -
<br />I
<br />; � � F71�1-_"m
<br />1,
<br />� :1 1�
<br />-
<br />"_ - . I
<br />4 'Ar.. -
<br />A : V.,Hee,enn., L.,/
<br />. I
<br />-
<br />_ 1 , -
<br />- �-: 1� 1', -
<br />111I
<br />__ -
<br />L -
<br />I I �rn i zr.w
<br />� 11
<br />.-.-;I'-
<br />11, "
<br />I " , - IIP`0`�
<br />, 2
<br />i_ 11 I.*- - '=
<br />-
<br />1'. 1,11, 1 , ,z//
<br />, "I /� 2
<br />'.t--'O
<br />%m(_4*Wo. �i
<br />- " I
<br />_� XK .-.--.)I-: I I r. -
<br />,
<br />,
<br />'%, ". , � ,-, , - -
<br />I
<br />&
<br />!
<br />1
<br />� I i- I
<br />__6T____
<br />I ��
<br />I
<br />__ I
<br />L -j
<br />,4 .�__, ",
<br />11 , . �_. �1
<br />�
<br />x ) �__
<br />1
<br />- MIA, , I � - --- I
<br />o ", , ,
<br />, �
<br />-
<br />,
<br />I I - I
<br />i
<br />I I I
<br />1, 1
<br />_11
<br />I 0�-,m
<br />till
<br />�
<br />I � ,, , . I*'
<br />�
<br />i I i
<br />k
<br />,�'2
<br />� ] I � � i 4
<br />I 11
<br />. I
<br />mlv_
<br />,zxl_ � - � ` !w , 11
<br />i
<br />i
<br />, I 1, kmiw._.�
<br />1. -V.* 4 - 9
<br />I .
<br />-T=
<br />_L*_
<br />ff,t
<br />I
<br />E
<br />��_ .
<br />� �1_mw . ii
<br />I
<br />- , I
<br />-1)- -_ -
<br />=.-f ., I 1 1 . I -
<br />=41 I
<br />i 71 a_�:�,
<br />=6 I
<br />1T
<br />�_
<br />-
<br />----(,)
<br />I -
<br />I I
<br />-
<br />0
<br />v
<br />miall-
<br />I
<br />-01 I
<br />i
<br />�_ % WY I I �,i
<br />.
<br />�� -_
<br />- - i i j - .
<br />� ---o I
<br />�_ -
<br />�
<br />. I
<br />- *
<br />I _. . - - - _r
<br />- -.-
<br />* - - __ _41L
<br />I I
<br />"I UA`MM,.l` 1
<br />i I - I Ll I i 19 IINOY.
<br />iv 4
<br />I
<br />I
<br />I -;I-_
<br />9
<br />!
<br />-r--`l,--T M, 1
<br />_lX`=_-
<br />I .- #
<br />I I
<br />! .
<br />� ,=.
<br />�_ GOW,,P,,,
<br />- I .IIIAII,
<br />I I
<br />-
<br />i 1 WUALLAIION
<br />�
<br />WALL MOUNT]
<br />- ALTERNATIVE
<br />I T__�,__
<br />i I i y
<br />I I I
<br />"I - i .
<br />I � - * 11 "I' 11 e
<br />i I .I
<br />1 9,
<br />- ,
<br />I I _
<br />-
<br />I �
<br />i
<br />SCALE, 1/4* - I*
<br />er-nm - I
<br />--) I - W. ,
<br />I , �__
<br />I
<br />__�_ - - I I-
<br />fi
<br />- , , -
<br />-
<br />1-1 --- I I
<br />I
<br />0--. I -- -\ @I--- A 1� I
<br />I I =
<br />]
<br />'5.-.
<br />- T`
<br />*
<br />I I � .__ � -
<br />. - - -
<br />I -
<br />. r.
<br /> -
<br />-__ 1__-�-_Jj I
<br />BUILD-OUT MOUNTM
<br />INSTALLATION - ALURNAM
<br />I `=W`N`I
<br />I
<br />1! I
<br />PlIgjI,,n.
<br />. -
<br />- �__ 2-
<br />" , -.I--I
<br />I �_I,AONA_
<br />JW
<br />I '
<br />� I
<br />'""
<br />.1 = A,_ -
<br />- � - I
<br />$CALL Ill.
<br />1. -----4__m
<br />CEIUHG.. & WALL & =R MOUNTING
<br />WALL MOUNDW
<br />TION
<br />IN - ALTERNATM AW INSTALLATIONS - ALTERNATIVI
<br />(SECT" AT TOP IS UMITEDTO +55,5-67.0 MO. SCAIZ' 1/4' - I-
<br />- ALTERNATWE
<br />A.S.D. DESIGN PRESSURE RATING)
<br />SCAM- 1/4' - I'
<br />SCAUE; 1/4* - i*
<br />,/...v- 1�
<br />* ,
<br />_. 11 �
<br />r - - -
<br />,
<br />_ - I -
<br />I / ,�.__
<br />11 .
<br />F Tl�izams:ZIxvw
<br />NOTES
<br />"I'lwIt "U'U"""'
<br />Tit
<br />INSTALLATION - SECTION 4AW
<br />SCALE-- t/4' - I'
<br />1, INSTALLA71ONS ARE ONLY VALID FOR BUILDINGS W1711 A -SA). DESIGN LOADS
<br />e']�j� �-. t
<br />I � ,1- . ..;;�N,
<br />- "
<br />11��
<br />,
<br />up TO 5&5, -72,0 p,a,f� AND PANEL*S LENGTH UP TO 8'-B'
<br />-0
<br />,�c,�X, , "NQEN ..'
<br />FLORIDA BUILDING CODE (Hiigh VoKiocity Hurkane Zone)
<br />2, FOR NEW WOOD FRAME CDNSTRUCTION� WOOD
<br />MEMBERS TO BE SOUTHERN
<br />�g .�- --.-P , ` __j - - ____ -_
<br />-_ -_
<br />PINE NO- 2, W/ ' SPECWX DENSITY OF D,55 OR EQUAL
<br />_z .. '.
<br />: No.�4167 -. -
<br />mm nLTEm _. o",
<br />20 CAGE GALVANIZED STEEL STORM PANEL
<br />.:
<br />= * ,--
<br />= :
<br />.
<br />/,��______\ ". wi
<br />w/m/mI,
<br />NQ1L_1=r_,
<br />:�"11' I
<br />1 ,q% S, OF �7 --- -----
<br />--
<br />-
<br />GLOBAL PROTECTION PRODUCTS, LLC. DATE—
<br />-.-I / JILIECO,me- \
<br />lop . Q G,
<br />��00--,-- ,L ., .
<br />" Re. -,
<br />, �7�
<br />##
<br />/ I400 �W, 5 TTFXEI
<br />No.- ofma"o COMPANY mmE. r. �'(SlH)AB1InQ7
<br />- 20-176
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />I
<br />, �,
<br />'1111�"19(i;A _ ,,,r
<br />- -:' �V'
<br />, - , "
<br />� - I.
<br />kovot, �J(7545,
<br />"`H-'_i-'
<br />INSTALLATION.
<br />""'It,,",;","",��OC'-�,--l�-
<br />-To _.; - I - I- I
<br />IIALTER A. TAUT A,, P,E " --I. IPA"m .
<br />- 7 i 75 ;:7��,
<br />I
<br />aeftD �
<br />I A U� I ii, i - I - I - I
<br />.
<br />__
<br />m"IMUM
<br />. ,..-- _ 1
<br />4 9&K LEMM "L: SCHEDULE
<br />My MR PANELS3 &(5� WALLATIONS AS PER SECTIONS I THRU 10, ON SHEETS 4. 5 A: IS)
<br />__
<br />.AWkUM �.m _;�7 I - -
<br />DEMAP.rU L - rAW.S..1 &=
<br />�j
<br />I I To � 01 THEII
<br />.,r V=
<br />.56.51 -72-0 7'-V OR LUIS J. 21/4' 1 VNEOLIED, I THAU I III -1
<br />I .
<br />-
<br />�15,5. _72�0 ,7 . _5 . To W-8 . M_ 1 z 31A� I uwmnD I I T.RU 5 & 7
<br />----' --.---+- -
<br />.55.0, -72.0 lar-ar to 111-2 . m-i 2 1/�_ I I INPOIT431's" I .
<br />_____ __
<br />,,mm w
<br />,111s. ao . - ,2,_1 OR Liss I ., 3 T/2' I AT - I 8, a 4, TO
<br />- SOLTED el I/4`#2NI' SS, WS & WINLAUT AT OMW & UPLENGIN OF PNoU_
<br />MAXI
<br /> 0 R 55-1- ilo). AND CORRE
<br />; LQLA&_UM PA i STAUAPM
<br />I
<br />- 11 __ 01^1;�v evitill"'T"'
<br />NAUD ONUT FOR PARELSO&@04STALLATIONS AS PER SECTIONS, I THRU 7. ON SHEET$ 4 & 6)
<br />� -
<br />MAXIMUM AS "' '
<br />-
<br />"V.m ANCHM %,-m FOR tc - a 1/2. - -
<br />DES" TAPM
<br />- , CF TAP -GRIP - CMx_`A, I FANEMMIE FMALE 0 PAIECINATT �AM SwrGus # & i M PANEL
<br />- TD . I COW&E
<br />.
<br />I TO - - 0 ANY C0,43HATIO. i LENGTH ILI (ft-)
<br />���O � To CONCRETE I CON� To COMCRICIE CORORCIT m QONCRETIE COKCRETE a THEN
<br />I 7ewc.
<br />RATING (A.') ELM.
<br />f
<br />= - I BLoA, w.0" �
<br />I
<br />1. I "/A
<br />5 - -
<br />- -
<br />MIA N�A *A '.
<br />_ " r I 0/, I PTOP) i
<br />- __ ___!L�
<br />I
<br />'. I 5.
<br />i
<br />- -I--- - -
<br />Ill. MIA E. v I '. a. 1.
<br />1 facTrow, I
<br />--------- r__ - -,-- --- 1.__L - ---------- f__
<br />-
<br />a' 1 N/A N/- MIA a' N/A S' , MIA G* N/- t
<br />. 2 (WI I
<br />________t_ _ - I --- I
<br />I
<br />v j N/A
<br />MIA N/A ,� 141. v 1 NIA 5' MIA 2 (soncloo" I
<br />.
<br />,53z, -72-0 r I f "/A
<br />i
<br />- -
<br />1. ._1 __________�
<br />14/4 ./A Nf6 . I N/A v ./A 3 A, - low) ; 71-T OR LESS
<br />OR Las . 1.
<br />5 I
<br />� ___
<br />__ _ .- -----------Z --- 4
<br />- - v a toomIo I
<br />N/1 M/A 5- S_ a, 1. 6- 1
<br />____'-4-4--�-
<br />IT` I M
<br />__
<br />______,I
<br />VA N/A V ,/A 5, O/A 6 /A
<br />� �L____�_ "
<br />- _ - +-, Ifl,
<br />0,
<br />r 5�
<br />-L---4- -2-11
<br />N/A ff, r v 0 - f 0 .
<br />-/A, , S, 4 4 I (00`310MI i
<br />r -.,. +--5;---.-
<br />I
<br />- . -
<br />12 1/21- 6 114- _ 17 I/2' 9 1/4� 6 0. --w -,/;� -7 __ - ___
<br />--I -, �� 5 (YDF"Scr,�
<br />- -- =f i III— I
<br />, 1 , I
<br />- I— 1-1-11-
<br />sm:%wrill'o li�k�MRK&S�ocmrm#A��WMWOWMWWLDoa
<br />WALM ANCHOR SPACOM AND MIRMLIM VICE DWANCE ARE WTXA= Of, THE SCHEDULE IN ED, LE%
<br />THAN ADCATCD ON SCIEDIAE REDUCE ANCHOR SPAM So "WLYING, WAZIRG SHOWN ON SCHCD�11 BY
<br />THE FOLLOWING FACTORS MR INS OPERATOR TO BE PDSWU� RUGLICED SPACING OSM40 U5140 'ACTOR
<br />�,,L HOT, ME Las to- lo..". SPACING wil"Im FOR EACH ANCHGot "of 'I ANC.ORS ,.v;CM0.
<br />-
<br />ANCHOR Tw I !_/�--- - __ ve. __ - I/-- 1/4
<br />0"iwz, Emiciiiiat
<br />Y4v1_ - I - le. ""lit.10011"
<br />4?k
<br />I- Go, ,
<br />- "GIALE 0 PHI,I
<br />3 3 3 3
<br />C.M,�,,,
<br />- / -,
<br />1 W 3 11�,�:��1�17PA%�,
<br />III, MKWA sommeol (�) .
<br />---- i, iI I ii
<br />" ,
<br />3 ,T"--,�x,-
<br />- hls�."!9i\
<br />I- C.)
<br />e.,I.- !!---- ______
<br />I A 'I � 'r� _/2
<br />1 ,/�
<br />__ __ & '/2 - , . FLORIDA BUILDING CODE (High Velocity Nu Zone)
<br />� Cong
<br />AwJL M gm ; NICKIN
<br />, = I`20ac r-7500, `AC.
<br />E ;: ND�fiff3if_ % = �1.
<br />= z 20 GAGE GALVANIZED STEEL STORM PANELo onIoNK Or:
<br />- -
<br />- - . . . . . .
<br />- I "" - - - -
<br />- - =*� It __�* -
<br />- , � - �;�' - � . "I.II
<br />... IL 1. E r � ______ I, ��
<br />ilvfj?G� - Go
<br />L_____
<br />I ln� ___ __
<br />I1.__._.A)
<br />��_
<br />L
<br />.A* ,-'. STA ort"<-?A
<br />- "
<br />____ - E - - � . Z __> / I GLOBAL PROTECTION PRODUCTS, U.C.
<br />I, -:P,. , DATE,
<br />,,,, 0��, � li a �_, - I 1109 C 0 evic 1.11-11 -
<br />___
<br />I 11 I ,� _�_
<br />-1 ___�_W_ . 4 I01A
<br />eVY211 .e-.l
<br />I PAIR. FILL 3"1'W.IAaI -
<br />-, �ALP - � - 1� .- T-9 .
<br />I I -
<br />-
<br />. , A� -1 sw-751� TAX! 240-1/6
<br />�4094 I T�o _-RA� - (")
<br />'11�11',Zlllt
<br />-m- -
<br />CA-COW13, - --
<br />" 1. ,peonW DRIVING
<br />I
<br />4010m VEV,(WRARRIVIIAM ,X� f I 1
<br />i ; 1 - -
<br />I IIINTIR A- Yu, t,
<br />i I
<br />I
<br />fd
<br />�
<br />5-w-44"'. _ - --f.
<br />,
<br />INUALLAT19N
<br />DETAILS E98 REOLAR PANELSO)
<br />A '
<br />�l4. 10 8, LONG OR&% RUSHING w/
<br />/4,._ia�r ?/
<br />4 - oc
<br />S-S M_� - 'OR
<br />- - 74-7� r, PANEL LENGTH$ UP to 5�10'%W4 6 1/4- OX
<br />I . 10 U:4GTM$ UP 70 #I-,o
<br />- . �: a,-r M"I, CH
<br />- �
<br />INIQ EXIS111 G WOOD STRUCTURES
<br />,� -
<br />- ,1. PANELMATE FEWALE D OR PANCLAMIE PLUS 0
<br />- � "I
<br />1 I , "
<br />, , ;W�Vijwl'�A�,;% `N=w" UP
<br />,
<br />�
<br />I .
<br />I . �;i i
<br />I 1
<br />- ---t-- -
<br />� . � ,
<br />% �
<br />- I - ,
<br />: i I ,
<br />11
<br />�A oftM.
<br />I �� 11 F, ef
<br />, I r , __ � ,--
<br />� I 1, t I
<br />p
<br />_ "
<br />", - I �! �!/
<br />i I -I&V=__
<br />-
<br />� �
<br />I , ;�
<br />I I I
<br />,
<br />I I I ii
<br />�, I
<br />1 � , I lt� :
<br />,. `i: K. i i
<br />.,
<br />, ,
<br />,� . L" 4
<br />, , � '
<br />. , - vM,,
<br />, , ��, ,4 , ,
<br />�
<br />i I
<br />I �
<br />�
<br />I 'I , '. 4�
<br />� . I
<br />� 11 11
<br />I I �, , i
<br />1 7 1 1
<br />-1 Lj _j m n
<br />)o "FE I v 2 No
<br />, , "AIT 6 v VZ
<br />_.
<br />� '', ,�r _[�
<br />I " �,
<br />V!,
<br />, P"" - , -3, _- -1
<br />,I
<br />I
<br />T.i
<br />-
<br />11, -
<br />-
<br />111'�*k- I
<br />., 001
<br />�
<br />��_
<br />"'
<br />I
<br />=� ,
<br />,I4
<br />I - L
<br />I
<br />I
<br />J�'��
<br />- ;
<br />1
<br />. -
<br />I
<br />I I I F�
<br />� " ",
<br />- 1 : i4
<br />�Rlj �
<br />. i �
<br />,
<br />__ I , . I 7_0
<br />i 1
<br />or
<br />EGI , � 1,
<br />. -,. �
<br />I
<br />,
<br />ED � V.,
<br />- 1-1 I
<br />I �7
<br />1
<br />� -
<br />lomm" -'j)
<br />i
<br />�
<br />.
<br />1
<br />I
<br />� i �
<br />.I-
<br />I - .-
<br />I'mKol,D) ,I
<br />i
<br />i W)OD W-'�m
<br />� I
<br />I
<br />1 IA)m W.Abon
<br />�
<br />I- I 5
<br />I
<br />.
<br />I �
<br />: I -
<br />,
<br />5
<br />__4__
<br />; REQUISM
<br />-4-
<br />j
<br />1--t- L 9
<br />I "I
<br />� I 9
<br />ALTERNATIVE 1W
<br />ALTERNATIVE
<br />. �
<br />I I -I
<br />, ___,r_1 ;
<br />i 1; I
<br />I �
<br />I �� I � - 4
<br />____ i
<br />- -I -1
<br />I
<br />SCALE 3/8-1,
<br />__1`o_
<br />I
<br />SCALE 3/8-,*
<br />__1"_
<br />i I -
<br />I i I I
<br />SEli SC,,wIrj ONSAW a : I
<br />I
<br />�
<br />am SCHEDULE
<br />, 09 SHEET 8
<br />� ; �,
<br />__
<br />To GLASS 4
<br />; "'
<br />I
<br />k
<br />�
<br />I
<br />- Pon- .
<br />I SEPARATION I
<br />I TO GLASS,
<br />i
<br />i
<br />� I .
<br />I i
<br />[1kfj,_ 1
<br />�
<br />I I
<br />I 1 Ok ;�
<br />-3L-�__f _�--
<br />k
<br />i
<br />i
<br />I
<br />EOIL
<br />ED
<br />-I - "
<br />,
<br />. , ,
<br />. �
<br />,� I::
<br />,1 , - , , ,
<br />, , . 1 il
<br />E6 11 It:
<br />�
<br />.,i
<br />I Y, � � , 6
<br />__
<br />F.O� I - .- I i
<br />___ � �__
<br />ED, " !!Im �Im ED,
<br />'7 �
<br />I I t - - _
<br />, ,-
<br />I
<br />4,
<br />I
<br />ED I
<br />Q
<br />17- A,
<br />-
<br />I ��
<br />ED . , 11
<br />* � 7�t
<br />- �
<br />'�,
<br />I �
<br />- __ I- I . ED I
<br />F � , �� l, __ _ i -
<br />lr I
<br />il� �
<br />I � I I t i I i'_-V
<br />I __ I
<br />- - � � I P I
<br />-, i LT.,��j
<br />- -
<br />. �
<br />�
<br />"
<br />i -�00
<br />. w�'m
<br />,I , , , I
<br />I
<br />I
<br />I �
<br />I I - I/- W 5XIL &PISS BUIS"ING
<br />� NJ 1/4'.-2W' SS. M3, 0 6 I/'- DC
<br />�
<br />�-,
<br />� K' � �_Fri_!.�_
<br />Y000-
<br />ROAMIED
<br />- I
<br />"A
<br />1
<br />PANQ LENGTHS UP TO V-o' AND 9
<br />C FOR LIENGTHS LIP M V-Eo' �
<br />�11
<br />�
<br />1; -C4'c..
<br />,�W-PUCE i ;lL;,,-._,. PANE. . . .
<br />! �A PAHO.MATF PLUS 0 12 t/2- a c, II I
<br />R0AAAmo '�
<br />I
<br />I I . !�� I v-
<br />. I Go, *1
<br />311t
<br />ALTERHATIYE
<br />j � j "/r " THItCoom P AT
<br />11 1111 Or 1191111 11000 PIATI FUM
<br />- __��L�S=r
<br />. "TI'MMAII
<br />� -.4- PLATE & HKAoIll," Or PLMIL
<br />� 2
<br />A=M=
<br />SCALE I/a'
<br />4W
<br />SCALE 3/8-1*
<br />, J ALL LENGINS UP To 8,-r 6�
<br />. __
<br />_L__� �1
<br />1 ,RwAm ,
<br />I . I
<br />I
<br />MOD FRAME
<br />DIRECT G [ON RUILO-OUT
<br />m0UNnN INSTALLAI
<br />I , �
<br />. _L-ii -
<br />-_ TNGr IMALLA110H
<br />UNI
<br />CONOMCHOR ff�_NS
<br />NOTE z SHUTTER TRACICS NOT SHOWN FOR CLARITY
<br />13 A=WA2YL_M
<br />SCALE '.
<br />SCALE 3/5^
<br />"LN1,011j,"'i
<br />NQTEs
<br />Arj N, TILL174
<br />""' ,%
<br />i. INSTALLATIONS ARE ONLY mto FOR BUILDINGS WITH A,S.D� DESIGN LOADS
<br />�,%%N
<br />,
<br />11%_
<br />UP TO .$5,6, -71D PSF AND PANEL'S LENGTH UP TO 88'
<br />i*�iwii'l
<br />.
<br />FLORIDA
<br />BUILDING CODE (High Velocity fivrricano
<br />Zone)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN
<br />'
<br />: , '.
<br />. ,
<br />: '.*=
<br />ARM MTECO, INZ,
<br />,
<br />�_
<br />-
<br />_,
<br />rP,
<br />PINE NO� 2, W/ SPECIFIC DENSIIY OF D.55 OR EQUAL
<br />= . I
<br />� . -
<br />20 CAGE GALVANIZED STEEL PANEL I
<br />STOPIN
<br />ORNINRY
<br />OF -I
<br />-
<br />� , ,.,-, __ �__ -
<br />le , )fl<�_�.�___-_ �_,:� "
<br />� __ -
<br />"I
<br />__ \
<br />I �
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />- In/" -
<br />WNINam SEC 2ys�
<br />I IV-1--44"t-7 � -- -- -
<br />" WIL, ,
<br />.
<br />TLU_"
<br />-
<br />Z:7�1 �rkmt_ \
<br />TESTING co�
<br />Qo)0 S.*I 61 STREET
<br />GM,e. F, W, A
<br />W,i
<br />-
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />WAY -10 ANY
<br />1
<br />".. � . .
<br />11 �v
<br />& umn'.E.G."INT
<br />.. -M
<br />U�. - 4t 5fTr,=__!,V
<br />NICHE. (Pow. )dal-75-k I— 004MISS-toM
<br />20-176
<br />COMBINED IN AW SUIT
<br />ii L
<br />- ._ I
<br />:��,�"_ - I -
<br />, "
<br />INSTALLATION
<br />-
<br />'to 40 Itt"YE SIEA,tKMAAW/0ATC
<br />,
<br />_.�n- I
<br />I
<br />-
<br />j2m"�-
<br />'671
<br />I
<br />1 4 ----A -
<br />" - I.
<br />��_
<br />I
<br />- __ -
<br />(VALID ONLY FOR PAINEIS(l)& 4A)INSTALLATIONS AS PER SECTIONS I THRU 10, ON SYMS 4. 5 & 61
<br />MAI(Il"
<br />_____ -.---- - -1 - - �
<br />IPPIARAIA AMONORS SPACING FOR ED. - 3 112- -
<br />-
<br />ks_O. DemN
<br />-
<br />lAm.
<br />CF TAP -GRIP
<br />C.L%-.h
<br />PAMELMATE FNALE to
<br />I PANDUANTE PLUS
<br />SOLID SET
<br />TO
<br />SE j III
<br />MAXIMUM PANEL
<br />PRESSURE
<br />RATING
<br />I i To
<br />10 OCACRIET I CONCRETE
<br />TO CONCREle
<br />TO
<br />CONCRETE
<br />I
<br />I TO
<br />TO CONCRETE I CONCRETE
<br />TO CONCRETE
<br />To
<br />CONCRETE
<br />TO CONCRETE
<br />I -BLOCK
<br />To
<br />To CONCRETE 1 Cmll�m
<br />ANY COMBINATION,
<br />OF THID,
<br />LENGTH, v I".)
<br />(P. ()
<br />1 am
<br />BLOCK
<br />. BLOCK
<br />i
<br />BLOCK
<br />�111,A�
<br />N/A
<br />NIA
<br />6' A
<br />I'
<br />N/A
<br />6- 1 %1A
<br />A
<br />I (TOP)
<br />i
<br />__.!I 11
<br />e 1 4-
<br />� _
<br />N/A
<br />_
<br />N/A
<br />_
<br />__ ____t/
<br />'. '.
<br />-
<br />6'
<br />__
<br />. 6'
<br />__ -4 __
<br />'. 1 a-
<br />__NL _i./A �
<br />I
<br />N/A 1 N/A
<br />i
<br />I (BOTTOM)
<br />- -
<br />6-
<br />-
<br />N/A
<br />_
<br />N/A
<br />,� N/A
<br />6 .
<br />i -
<br />I N/A
<br />-----I--
<br />6' NIA
<br />I
<br />N/A 1 N/A
<br />2 (TOP)
<br />___!IA
<br />- _
<br />1. N/A
<br />__
<br />N/A
<br />,
<br />I N/A
<br />1. U/A
<br />5. -t-.-
<br />T N/A
<br />- __ _�_
<br />'. ./T
<br />.1A N/A
<br />2 (BOTTOM)
<br />+%,5, -12�0
<br />OR LESS
<br />1,,
<br />A
<br />_
<br />__j_"_--,-
<br />4-
<br />_
<br />N/A
<br />_
<br />N/A
<br />N A
<br />-
<br />___!�A
<br />6 N
<br />-.-- -
<br />I s-
<br />-,--!:- ___
<br />6
<br />____�
<br />6'
<br />-
<br />N/A
<br />- _
<br />,
<br />1 6 .
<br />__
<br />_q�__
<br />-
<br />6- N/A
<br />_
<br />__;�__ -fr-
<br />___
<br />---
<br />I N/A N/A
<br />N/_A_ -N/A_
<br />---
<br />3 & 4 ()UP)
<br />___
<br />3 (BOTTOM)
<br />;,7'-,5" To W-4'
<br />1. N/A
<br />__
<br />N/A
<br />__
<br />N/A
<br />6- -[--;;A
<br />ii�
<br />N/A
<br />;
<br />1. N/A
<br />_
<br />N/A N/A
<br />___
<br />7 CTOP)
<br />- - -,
<br />6' 4.
<br />- __
<br />___
<br />N/A
<br />-
<br />N/A
<br />- ____
<br />I S' 1 a-
<br />__
<br />- -i -
<br />___
<br />6 .
<br />__ -'-r
<br />B.
<br />- ---------'--
<br />- 7
<br />6- - 6'�
<br />6 .'
<br />- -
<br />1
<br />-�
<br />11,;_
<br />A N/A
<br />-
<br />4 & 7 (BOTTOM)
<br />N/A N/A
<br />12 1/2-
<br />6 114-
<br />'
<br />1 �,2 1/2* 6 1/4'
<br />I i
<br />6 1/4-
<br />6 1/4-
<br />6 1/4- '
<br />11 B 1/4�'./A
<br />N/A
<br />5 (TOP/6CTrOM)
<br />+60LO, -53.3
<br />N/A N/A
<br />12 1/2-
<br />1 5 114-
<br />12 �/2_ 1 6 1/4'
<br />6 1/*'
<br />6 �/4*
<br />6 1/4" 6 1/4-
<br />1 N/A I N/A
<br />6 (TOP/BOTTOM)
<br />>v-s* To w-1*
<br />+55D. -72.0
<br />-
<br />N/A N/A
<br />6 1/4'
<br />N/A
<br />6 1/4" 1 N/A
<br />I
<br />8 I/,"
<br />6 1/4'
<br />6 1/4* 1: & I/--
<br />I NIA I NIA�
<br />6 (TOP/BOTTOM)
<br />-
<br />>6'-B* TO 1 V-2*
<br />N/A N/A
<br />_
<br />N/A
<br />N/A
<br />1 N/A
<br />N/A I
<br />N/A
<br />N/A
<br />6 1/4- ! 6 1/4-
<br />1 & 1/4' 1 6 1/4'
<br />. 9, 10 (T
<br />S. 9, ID (TOP)
<br />4
<br />6,
<br />v A.
<br />-
<br />__r__
<br />-
<br />-
<br />_�-__-1
<br />'.
<br />-4-
<br />+43AL -48O
<br />OR
<br />4___
<br />N
<br />-
<br />N/A
<br />N/A I N/A I
<br />.
<br />MIA
<br />N/A
<br />1�
<br />� 1 6 1/4-
<br />-
<br />8 (BOTTOM)
<br />, -
<br />12'-4' OR LESS
<br />LESS
<br />. 4.
<br />I I
<br />L..,
<br />N/A I
<br />NIA
<br />.l. 1 N/A 1
<br />N/A
<br />N/A-----7-
<br />---
<br />v 1 6-
<br />1
<br />C, )/-" 1 6 1/4"
<br />i
<br />9 (BOTTOM)
<br />/A ' K/A I
<br />. E I
<br />N/A I
<br />__
<br />N/A _]
<br />- ___7_
<br />./A
<br />___
<br />./A I
<br />N/A _
<br />6 1/4 .
<br />6 _I /4" _ I
<br />6 1/4. . 6 1/4' 1
<br />---
<br />To (BOTTOM) I
<br />SEE WRIM iC, I I AND 12 FUR ANCHORS fM * SPACING FOR WSTALLAIMS INTO WOOD FRAME 901COYolL
<br />PANWA, ANCHOR SPACINOS AND MINNOW, W" DISTANCE ARE INDICATED Ch THIS SCHEDULE. FOR ". Lm
<br />THAN INDCANED ON SCHED" REDUCE ANCROR SWINC ff� UU179111NO SPACJW. SHOWN ON SCHEDULE BY
<br />THE FOUZWING FACTORS. FOR THIS OPERAM014 TO BE PQSSIBLE� REDUCED SPACING OBTAINED USNO �ACRIR
<br />SHALL NOT BE LESS THAN WoRMUM SPACING INDICATED FOR 04H ANCHOR TYPE AT ANCHORS. LEGEND
<br />ANCHOR m
<br />1/41.
<br />- -
<br />LARKIN
<br />Ult'*
<br />w-,
<br />fc� .,
<br />1/4'.
<br />�PNIRDoeinI_
<br />FEMALE 0
<br />Ile.
<br />-kmamwx
<br />PLUS
<br />1/.,.
<br />I 1.
<br />- -- -
<br />C`Ml`JM
<br />-;�U� -
<br />meI. voice VACW ko�:!_
<br />A
<br />,
<br />3
<br />3
<br />21/2
<br />3
<br />.., -
<br />-
<br />Y
<br />-
<br />"
<br />-
<br />,s q,l
<br />- -1
<br />v
<br />__
<br />3
<br />_Tt
<br />,I;;--
<br />3 ,/2
<br />___L_
<br />4
<br />4 In
<br />- -
<br />-
<br />Ocuit. EIL Pw
<br />F A -C
<br />T 0 9
<br />-
<br />I Ile
<br />----- -
<br />""
<br />�
<br />-
<br />-
<br />.
<br />-
<br />2 Ilr
<br />-
<br />-
<br />-
<br />_
<br />-
<br />_____
<br />So
<br />0.
<br />1� -1
<br />_Tw_
<br />��
<br />--l-m-_
<br />__ ii__
<br />__ __
<br />___
<br />_:_
<br />-
<br />".
<br />I "
<br />FLORIDA BUILDING
<br />I
<br />I INSTALLAIJON
<br />MAIL$ FOR REGULAR PANELS-Cj)
<br />&
<br />I
<br />INTO 0XISTING WQOD STRUCI!IRES
<br />� - ____
<br />:7 " - I I I I
<br />. Ili
<br />. , -I I-
<br />�". ,�
<br />:�� , , , , , 6 PANLLMATE PLUS
<br />-1 1, 1� � -4TI'/,- O.t v I 7/6-
<br />1 1 . -
<br />11 � : ; y THREADED PENETRATION TO
<br />� EXISTING wow 4-Am
<br />__ I -_
<br />�_IILL7_1_�77.,_ �i�
<br />1 -
<br />, .. - _-, i�� I I �V4-10 PAMELMATE PLUS
<br />- 1 1 li��
<br />,:�� , 1". TH= 111"/11;l9
<br />, ,
<br />,
<br />- I � � EXISTING WOOD HEADER
<br />- __ I - - -,-; - - -
<br />� i - �
<br />.�,�- ,- �!
<br />, -
<br />� � I
<br />1�. _ r
<br />�
<br />won Ir 1;
<br />_E� - I
<br />RCOVIZI i �
<br />__ 0-'o ANNELMATI: PLUS
<br />6 1/4 i:Lr W/ I 7/w
<br />THREADCO PENETRAnDIN To
<br />, OUSTING WOOD REAM
<br />I I
<br />, � 1, � iii 11
<br />- �� " I
<br />� 4 -, � I , � ,
<br />,-, i, - � I
<br />,
<br />LL 1 .
<br />, o�,
<br />11,
<br />,
<br />I
<br />.
<br />I . , , I " 11i
<br />" "I ___111 -
<br />� <4" 131, -
<br />lid � I ,I i I 11
<br />I ,' li 11 ,___ - _________,__,_,
<br />� -in * _ r , ,
<br />'-'
<br />, I I i ! �;
<br />� , i �i
<br />I -vw a
<br />I - _11- ------- I
<br />� � i - Zw.
<br />I � � 9`11N TKA, 0
<br />- -
<br />1, � !-101
<br />I 11 I .
<br />I - -;Z% 0
<br />I VeRMS"luo
<br />� � I
<br />1 . .
<br />� I z , �
<br />�
<br />__. I
<br />WOOD HEADER . I 1 i r �, , � ; A I/.- ot wow HEADER
<br />,
<br />_ i , � ��
<br />- - M"A i -
<br />W. �
<br />�
<br />� I � - - , � , I 6 1/4' G.C.
<br />� � " � �
<br />____ - - � , I o
<br />.. AK, ,� , .
<br />1 2 , , 'L ,
<br />'
<br />.ii . �,��,,' -
<br />i i A VA, *Z :
<br />I � I
<br />REGIAREO , , REOUIRED
<br />I I m 1
<br />i - r ,
<br />� 1 : a
<br />- I
<br />. i 1
<br />�.�
<br />I I _ .
<br />� �
<br />" .
<br />- I __ , . ; : P3
<br />. � .
<br />. j L
<br />6m n
<br />0.
<br />.
<br />i � � � I.,
<br />�r_ �17 - I
<br />I
<br />: !
<br />J ;
<br />� i , Cv �
<br />:
<br />I� � I
<br />r�,�
<br />E � r
<br />�
<br />�J_
<br />A - ,
<br />; - I
<br />____u
<br />- - -
<br />L EHJL.�
<br />.
<br />� I �
<br />; � I
<br />. I I
<br />�
<br />Sur SCHEDULE on ,
<br />I
<br />I I
<br />-0 i
<br />SCHIMUS ON � I
<br />ISEE SHUM, a . i i
<br />SUPARVIGN
<br />I MR _. I
<br />TO CLASS I i
<br />1 SEE ScHcoua ON
<br />� SHEET a .
<br />, ,
<br />OR
<br />i -, SEPARATION
<br />TO �
<br />! - I
<br />; :
<br />; ;
<br />I
<br />I � j
<br />- , `
<br />I ; � .... PANEL LENGTH
<br />� � , (SEE NOTE 1)
<br />/."Io_�' ss� L 11
<br />i 1 Mj`I,o%Z1'.* 1 -
<br />� __ _--i I
<br />I emmw III
<br />I
<br />I L 7 �
<br />, -
<br />� - - ; - � � M PANEL LENGTH I
<br />I ;/,�-�,� as. , (SEE ROTE 1) 1 ,/"_,s,
<br />I
<br />1 - '/ ?/V,. . ,,, � � I 15 W/ * I -
<br />i - -- I i
<br />iga- - * --
<br />OVERLAP . &.:�IP
<br />4;
<br />. .
<br />,
<br />- - " LENG11,
<br />I ; I (SET NOTE I)
<br />I . I
<br />-I. - , ____ __ I
<br />;
<br />0 IWrALAr �
<br />I
<br />I L - �
<br />1 i i
<br />. I
<br />-_
<br />i
<br />,I.
<br />�
<br />,�
<br />I I
<br />I
<br />,______ -1 I I
<br />_�.__ !
<br />- , - "' , � �
<br />, � �
<br />I .
<br />I
<br />r ;
<br />I
<br />1___._1_______1_f ,
<br />____ ------- - - , � , _ __
<br />,
<br />__ ___ - __ - I - r I �
<br />F
<br />I " I
<br />i ! : �
<br />� I
<br />- . -
<br />I F - - __
<br />I
<br />i
<br />.1
<br />,
<br />",
<br />_�, - -I �
<br />-1
<br />I
<br />� I t I
<br />I
<br />� 1 5ox ,
<br />: : SON
<br />� i OF 'L' '
<br />� MAX
<br />I
<br />: ! 5OX
<br />I � I 11 -L'
<br />� � mm
<br />I
<br />I
<br />I
<br />j ! I or V
<br />l , I- a ma
<br />� 4 1 �
<br />i <1 �
<br />� �
<br />� ) __
<br />1 I3�
<br />: I
<br />� "ZINI,
<br />1 ,
<br />I � I
<br />I
<br />�
<br />, I
<br />. I
<br />: � i I
<br />I
<br />1 -7/81-0/32' �
<br />!
<br />__ j
<br />f4 - .";r�m;
<br />-
<br />i oe I
<br />�
<br />- I , I
<br />, CHAT am 0 -
<br />& 6 I/.- a. , i
<br />7 WIND, .UT WEI"
<br />I
<br />& I "I I 0 12 1/2- O�
<br />11 , I
<br />"��__
<br />*
<br />I t -
<br />ED, -
<br />- .. .
<br />-
<br />,
<br />ViIwww
<br />0
<br />r___i _"v 1 I .
<br />& I I
<br />,
<br />"I _,� 11 11 i
<br />k I
<br />� -
<br />EO. 4
<br />- I -I
<br />t-
<br />, ,Q ___ __ , - -11-1
<br />z�� �- � :� �
<br />!
<br />I , I
<br />. , '.
<br />l��.,t LAG SCREWS
<br />� I
<br />- , I
<br />2-.4- WOOD PLATE : I �i 2*.4' WOOD Pk��7� - _ 7 , - I I -
<br />�,
<br />I ;
<br />_ - ,_ - - I I 11-10 PANEIMATE PLUS REQUIRED '-- I � I � I i
<br />REQUIRED J4 - __ 1 1 9,
<br />� . -
<br />2-w VROMPLATiE I I A
<br />t, - �. 1- � .. I � I
<br />REWIRED .,
<br />0 a- ILL W/, I/-,-
<br />MIN WICADI71)
<br />PENETRATION IT
<br />I � . to a /A. OC W/ 1 7/8-
<br />I
<br />, . 1�r; THRE-m PENETRATION 0
<br />_Iii � � �, ,; MID WIDTH OF KATE
<br />1"'_
<br />�, -
<br />1
<br />l , ,
<br />1 - i Ji. LAG SCREWS 0
<br />�
<br />_�
<br />I �
<br />� .
<br />1 ;
<br />I
<br />MIDWIDTH OF PLATG
<br />I I I
<br />: _�: '. '�L
<br />_ - -1 -
<br />�
<br />_61/4"t
<br />. � -, .
<br />, I I F i 04. STAGGERED W/
<br />1. I
<br />�� �� 1 1/2' R,
<br />� PENETRATION
<br />L I
<br />I : :
<br />, ;
<br />� . . I
<br />- . I
<br />11.1�
<br />DIRECT MOUNTING INSTALLATION
<br />_: __ - - �� I,, - -1 � ... ,J AT MIDIAROTH OF PLATE
<br />I I .
<br />--- - I , ' - -I--- -
<br />SCALE .1/8-1- DIRECI
<br />- INU6LLATION DIRECT
<br />MOUNT L,MXP,Uhab INUALL00
<br />h0lml
<br />SCALE 3/8- I I
<br />SCALE 3/8�1*
<br />1, INSTALLATION$ FOR ALTERNATIVES 6W, SW & IOW ONLY VAUD FOR
<br />",P01111100"",
<br />BUILDINGS WITH XSX- DESIGN IjDADS UP TO +418� -48,0 jl�%J AND
<br />Oxk?, N TIQ/N
<br />PANEL'S LENGTH UP 70 Tv-4,
<br />2. FOR NEW WOOD FRAME CONSTRUc7l0n� WOOL) MEMBERS TO 13E SOUTHERN
<br />2,4�x _-__,,�
<br />��'-"
<br />PINE NO. 2, W/ SPECIFIC DENSITY OP 0.55 OR EQUAL-
<br />�f -"
<br />,)PEN,5C `... ',,
<br />FLORI A 41 I I i � G C i lot (High 'Volocity Hu,olcome
<br />Zone)
<br />______
<br />FOP COMBINATION QE Awsmm
<br />if _ -_ - ______
<br />z- ! No. . 'a
<br />= , :*=
<br />-_ -�cel XT0,01 - - ZO GAGE GALVANIZED STEEL STORM PANEL
<br />IP
<br />MIMI ft I
<br />TOP & BOTTOM MOUNTINCS CAN BE
<br />COMBINED IN ANY WAY TO SUIT i ANY
<br />*'. . = ---
<br />- ., - ��
<br />s Dv_1_ " I �j
<br />_� 11
<br />'-
<br />I/ GLOBAL PROTECTION PRODUCTS, LLCI
<br />IL E 0
<br />./n/emoo
<br />.le
<br />INSTALLATION.
<br />.-
<br />o,!0, . - � si, Rm�: �. /7'� - -
<br />�f
<br />, , / -
<br />'
<br />f mc.
<br />TLUT TESTING . Do
<br />---- . ---"'-
<br />4WD S K. 51 STREET
<br />011W. IT. =14
<br />"'i"E nomIsm-IlmlI. 'AX tv�qw;,m
<br />-
<br />20-176
<br />"11,,,7 � .
<br />,I; +II - �.-L 6 11
<br />, lI10%1VX- SEAL/GKIWITURE/DAM
<br />- IMAI-IM, - GMW`_ -I
<br />GA-GODS1`4 - n - I
<br />:% 1 - I -
<br />,-EPR
<br />_G AM -
<br />1
<br />__ ____ -
<br />I
<br />- I - I - I - I -
<br />-
<br />_Hm Ill of 26
<br />I
<br />. .
<br />_f`
<br />(1)
<br />(2)
<br />C_
<br />U)
<br />-0
<br />-Fu
<br />>
<br />(3)
<br />C-
<br />-'I-&
<br />0
<br />_0
<br />L_
<br />(1)
<br />(1)
<br />L_
<br />CL
<br />CL
<br />=
<br />0
<br />0
<br />L_
<br />. C
<br />0)
<br />m
<br />-*6
<br />-0
<br />_�E
<br />CL
<br />(/)
<br />-
<br />a)
<br />-L,
<br />(3)
<br />-0
<br />0
<br />0
<br />-0
<br />-
<br />-0
<br />=
<br />S
<br />2
<br />5_
<br />-
<br />=
<br />=
<br />_2
<br />,a)
<br />3:
<br />CU
<br />=
<br />0
<br />.O_
<br />-*
<br />CU
<br />LL
<br />I,,-
<br />0
<br />-
<br />C13
<br />>
<br />. -
<br />.cn
<br />1E
<br />a)
<br />L_
<br />_4_�
<br />0-
<br />Cw
<br />0
<br />1.2)
<br />. =
<br />_20.3
<br />(n
<br />cD-
<br /><
<br />L�
<br />4
<br />z
<br />w
<br />=I
<br />411`3.
<br />C-4 --
<br />-,
<br />r-
<br />%
<br />__t�
<br />117Z
<br />,Q3
<br />Cds
<br />W
<br />fc;lp L�l
<br />,mr,""'
<br />E !!� I=:)
<br />:r_
<br />. =- C_ 9
<br />:! "m "
<br />��
<br />C.
<br />= 0q= Cm >4
<br />- *
<br />_; = kj_ Ca..
<br />�2 to �� �:
<br />n -, 5
<br />g
<br />'zi -
<br />3: 5� f -,
<br />.�z F_ - =
<br />7. -cc
<br />0 7t��
<br />0 Lj . ii cc
<br />- 3: w -T=
<br />s C.) Go
<br />.t:
<br />:;; cy-, .;-- �=
<br />u,, CIL.
<br />= E
<br />cc 0
<br />0- u
<br />-
<br />0
<br />_____ -_ - ---
<br />CONCRETE ANCHORS GO CRETE ANCHORS FOR CONCRETE ANCHORS: SEE SCHED�LU ON OMIC I
<br />(!iEE SOKMIJUE CH—\ "L (SEE SCHMU M __\, ."� I FOR WOOD Smwi SEE SECTION ON sNI,YT IS - I
<br />SHEET ALTERNATE ALTERNATE
<br />I I Ab . �_� IG-1, LOCATION
<br />, A�l
<br />IA) , :: Snarl . --r- (g) ,I,q
<br />,4) , 2, & IWIIS � f A ,1,11'1,1
<br />- in 1 - 1 -1 -
<br />- - I
<br />- - �,,, L �'11 I-iw� 1 A 2/4. 2A/4o -3/4 oR 414 . 2 & 1W/15 I P� _3"Ai. & .1 (�) AT END PAN& INSTALLATION DETAILS FOR OPTION A I FOR UFE 5AEETY STORM PANEL-S-YSTFA
<br />i __j POURED CONG'Am � - ___j r* I '-O 1/2- ___ , _X1 END PANEL I 11�1. LAG SCRm 0 v OIC
<br />- .500* j.250- REWIRED, ,��, !". - I' Am, I - . . W/
<br />_T_F`_rr_1_ � � I I I ETUDE a EVERY . � I I - - I I - __ I I I IMNARY, PlENCTRA'"
<br />__ I I I I � Ic 00SIBIC INTOO IZAM
<br />- Ii- .- - \ �-._ 1 _2w � � , - I I I ' . " INIQ EXISTING WOOD $T8U9J_V_RE5
<br />r- - ___ T I I I i LAP I � I I - , . I
<br />. I'D HOLD PA __ i - - -
<br />POURED c � I _--�z \ . -1 I , i � I (12 1/2- 0. C%) I I I � - - �
<br />I I i i i [if � 1-1] �,]] � i �_ I - - -, ---- It- 7,
<br />-", I I 1 Ill j 1 1 -I---; 1 ! I I -1 �, � U)
<br />,
<br />S , TIT T .
<br />�_ C_ 1 1 I' i - - 5/8' ul'i " " - --- ' L- �1. li�_ _. - __ - I - I L'
<br />t. 1 oo) I _ " § . . � -i
<br />\ \ Ill ,� , - i I 1 1 1 ! I I 1 1 1 1 i I I I 1* ART. (CASE 1- I I
<br />RED"'I'm -`� i��4 i I I _11 , I I I -6-0
<br />I I I i � i � I '�
<br />I 1 I � I 0 1 t I L
<br />� % L I . I - ' I - i I I L11 -1-1 I 11 � __ , N , " a)
<br />. I ,:_,_ 1�' . 'J�i' � L ,' __ I � I H, OVERLAP I i I I I I I I I I . . i
<br />- - - � 11 , I - .. - � ' - - 'i -1j, I __ -I- . i I I L �
<br />1 I 1 I J - - I 1 '. I
<br />-a - i I 11 - , I I i - I T � ru 1/2- OC) _FF i 1 �0 I i I 1 1 1 1 . � ,I ��.
<br />. I i i I I I I I W
<br />! - - 41 �;, i i TO HOLD PANEL I I I I I i : I i J ; A.
<br />SHEET 14 i (END PANEL) , M) RKIR PAIR) I I' PAWL I 7 -1 - - 1 17- _- : �j
<br />.
<br />,G# � �w SCIAEDLALE . i i i [ I I 'r I I 11] --I I � I I 1, I STUDS 0 EVERY I ,_ - - ___1 , I P r I I __ �] (D
<br />! I SHEET 14 CH- � i 'I] rRI, ,I - - -1 - I 1j I � I I t 1 1 1 r � I I E I I �
<br />POR FOR Afit, SEPARATION I , 1 ! I I -� I I I � I I I! i " 4 0 i .
<br />I i5 � 9 I To A I i i �j ! i . . , L_ =
<br />OmS__, -, i i I I j i I I - - 1� - I � t I .11 '! I i Ec� - - - *W,Mm �
<br />I Lu� - I I ,�, ! I I - , � I
<br />/ T_ I 1 � (oils) -1 I f � - .Z______�� ,A , - 4_____ i w
<br />- I '. _� , _
<br />- ,z=,_---L SgF-09� �li L-0 C , * I A i I -,-L = =1 j I �' �_' - ' -
<br />=.Nle ., A . , , 9 0 1 10 =Li=Lj 1 I 1- --I . 1� I I LL
<br />- sroo III 17 1/2' 0 C /2 1 w I , I I I I I I - - I / Tf I � ", " � 11 - 1� , I I .I-- -
<br />�
<br />� .
<br />__`V_1 , L I n, 1 I l I / I INTERIOR PANEL \-END PAME, 1/4-I , T 4EL __�jl , L - . I L 1) -+--a
<br />[L,3,7 I - -
<br />I I _i�f I � DOLE JI'SC4jWU it I I - , � I
<br />ml%; [ I . " - FOR M... 1-1 __ L_ q� .01 q1)3_1 1-1 .. 11 a. 1 � -
<br />I ,/a. , I y I I i i I � , i � I- 3 - SOME \_ �_,. __ - , - i E�
<br />1 5 � _ 1 , � __L_ _� - #2 FOR �__ 11,X&GR --I _�
<br />m GE, � �, E`g.111411 ""111 .17 I AMONOR ANCHOR � I
<br />/, � Q�-,W, TO � i I t I
<br />I I. _ . I- - -[ F-1 - -1 i i 'I, @_ a- *j I _.--_�
<br />, i 11, I., fl-11 -1- . , , , _ I T I - . 11 OR DIRECT MOUNT SPACING SPACING; � M. ANCHOR ) I Cu
<br />I I - I I ] I N I wow HEADER
<br />I �, �, I i � Em I 1 2) 7 no"ARED
<br />, _",��","��, 'L - , �� I i I I. 0
<br />1, ,�'111 0 - I 1 14) 4 `Iz . sallf- 31le - I- $G&F- 3,11gr - I' ;-..,;v,; ,V., W -4- -4-
<br />i � - , i � - � t ; , I A, P-S, i Soup a 12 1pr OC . L_
<br />I , SPACING SPAC44 i I
<br />; , . � I I - [ " IS f T [ I - - 1'-3' ofiol L _ " - - _-, ._1 .M,---- - _* i WOOD ER � = >
<br />, , I NA r LM47ON I I - � TO SCHEOW" Tlur ikIcIrAl I AIr __ __�_i I
<br />I � , I I �: .0 PAN DETAIL I ; WALL MOUNTING INSIALL& I
<br />, 11 I (SCE - - __ _4
<br />1 , i i I I I * 71 1 1 - I I I (ALTERSAA LOCATION
<br />� I
<br />5�', � I a i I CH V I I I (SEE oums ,/IA I i 1; ALTIRNADVE I ALIERN&TEIVE 2
<br />1 i
<br />L
<br />,
<br />1. I r 1� I I � I I I & 2P.) MAXIMUM A.S.1 QE51GN ERESSU E RATIN0 (R.3.f MAXIMUM A.S.1 DESIGN EREMRE NQ (R.s.f.) AND CORRESEDNDM �, I/w wo,, I il 0-
<br />(11) (S;,
<br />mi � - I "D MMIMUM PANEL LENGTH "C I/ �, - 1-i"�'N' 0-
<br />I I 1 14, 11 i
<br />POURED to"CA I , ill ; L I I
<br />OR CONCRETE q I � I i I 11 _T i 44 4' I 1 11 MEDU
<br />BLOCK eALL - I i *, __L i .. I I i ! I I 0BRESPONDING MAXIMUM A /7
<br />REOUREE, i I �1 I �, i , ' - - _50 iAEM4&%L-QNLY-,IQ-UWMMIII-A-�.�emi� 0:11, I �
<br />I �: I :1 2; & IW/15 IN51AUATIQN5 INTO CONCRETE A CQNr,RET Tatw_1h_%IEv_j3_1 5 Id
<br />I +1A 2/4, 2A/A 3/4 . 4/4 1 E BLOCK STRUCTUR i T
<br />I 'L i I f I � +,I . ri:17 & I W/I 5 i I T w
<br />' ' I I I � . I . i <
<br />I - L- _�4 1 i I L ALTERNATE LOCATION . r MAIN"'I, _2 "CV.P., I -_� paw-1 I SEE SCHE:WLE � i .
<br />i L _ 014 - SEPAPA"IM, I
<br />/ , � I - In SAFETY PANEL '- SCIED 41, 4 I �ZWj-WAL�-MQVff-C2WIQta-ME-&-BMTU-LWI-U---�-�- - R, "' "W " �
<br />, T PANEL (".) FOR AP� __ . I i
<br />.
<br />I f i . I I I ,I AREA W/NO LIFE WETY S _ I I � ""` i I-*L;A,-- i - - __ 9 i
<br />-
<br />q / - I I 1 I __ I. REG" PAN LS W/ OR I __ LOCATION or LT-, (�EE NOTE I BELOW) 1 7- st."RAT"'. ; I'D _11II-a
<br />. SAFETY PANEL - MAXIMUM A� APPLICABLE TO I - I - - TO GLASS � I - " i
<br />I
<br />. �!� , stm,oMs f & ..�::] i I ED; __ I 0
<br />t / 11 , - I I �& I L-="- L - -- - I W/O REGULARI'VILACKS DES" 14CON a TO-W MX- PANDRATE FEIWE 0 PANELWJE PLUS I IT- i IF -- I - I 1 1 .'� 1. I-- 11
<br />- To Io TO TO - 1 - L .
<br />- ", �,"��'_��-._'__L� - 11 - __ LAST PANEL P PRESSURE CACA`DC TO To TO TO CG� - cowismoon" I 1, Dol I ED
<br />ET ANCH. _, � �' �_ I . � _ E I To CINCID"I CONCRETE f ! I -- , . I W
<br />'
<br />� I � "� Z - SAFETY PANEL OPENING Emu CONCRETE 0�owmm CONCRETE ' CONCRETE "05�v� CONCRETE � wl, I 1. I __ I =3
<br />N
<br />_ SCHEDULE ON . N t- - I I LT. Gj . INSTALLED AS mroto'-q, � ,,,CK _ OF INN SEE SHEVI 15 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS NYD WooD FRAME allLD", I I - - OR I
<br />SHCv, .1 I OR QPT19N OR Lj� ALWAYS BE HANDLE M-K - - I MINIMUM ANCHOR SPACINGS AND MINSAAM ED" OIST� ARE INArATED ON "S SCNEGLAZ FOR I i --- I -
<br />REDURED� 1. __ J1 F E SAFETY S, jr CV 6' N/A N/A N/A 6* N/A 6' N/A 6' N/A I 4, 2 (W) I I -0
<br />CONCRETE CONCRETE F "I ILE TO PAC A= T&"WENDED to, LESS IMAM MACA7ED ON SCHEDULE REDUCE ANCHOR SPA.V4 Rf MULTIPLYING SPACING � _1___ -9
<br />IS ,
<br />- - - :i I I -
<br />A EY Aw-m , -I' - TO BE INSTALLED OR REUDIVIED FROM ISSUE .65.0. -72.0 '. 7' 9. 9 . g. 9. . I (BOTTOM) V-O' OR ULS1 So"N ON SCHO Lr By THE FOUJOWING FACTURE. POR INK OPOIA!" TO BE POSSIBLE. I- I i CO: I__ I -- k- C
<br />(SEE or STRUMPE 9- 9- 9' 9 REDUCED SPACING OBTAINED US04 FACTOR SMALL NOT HE LESS THAN WNWUM SPACING I � IL - - '_�,
<br />Evert'.) --------- �+Lu - - ELEVAT19N - _6 N/A N/A N/A 1� - N/A C N/A '. N/A I & 2 MP) OWCAMO FOR EACH NoCROR TYPE AT ANCHORS A.CMilo, _ L - � 1 HOC,D P 0
<br />,,55�0 -72,0 � i �
<br />WALL MQU SCALE 3/32--l' . 1. I " a" a" I .,- o � � 9 . 1. - 75�T iom, :`151-0, to 71-61 Ibv. I/O- 1/4'. 114-. 1/4'. 1 � 1� ", T, � ] � i , L_
<br />NTINIG INSIALLADO WALL A 10 INUALLOO @ 1 1 ANCHICIR rot - .)" .I ___ - I- � I � i � 11 � Wm PLATE
<br />I
<br />- SECTION 1 SCALE� 3/8' � I' - SECTION-- SCALEt 3/8' - I' N/A I N/A N/A $' N/A I 6' N/A I 6' N/A I & 2 ( ;;dBoo - .- ;�� FEMALE . *AoH_b� GALA -IN _ it �� ___ _ __ _ , I - 11 Rmuft-D - i I I
<br />I -_ I I � I - j, " I m 0-
<br />� � - ,-v a' I 6' ". _F_ 7- 7 _6^ To e,-a* w ANCHOR, Spow oll 3 5 3 3 2,/2 1 ; I I 1�
<br />�, [ S' - fl
<br />NffTM_E94_.UX,UrL't_WLOft,,VhNLL =DLM_tbS1AUAJJQA; 0 000" * " ,/" - - - I I _,;;Au.zz_" I— 3 1 3 I, -4 11 � i I i , 0 a)
<br />11�_ -
<br />�� �
<br />"�� -
<br />"_4 3 ,/1 4 � , -_ � - \rl
<br />- I , ��!j f 1�� f.,A
<br />l LIFT SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) " ,_ GAP �� 19_kF"_�_. , ALTERNATIVE 4
<br />OR AS INTERIOR PANEL. (ANY PANEL LOCA3.10N IN BETWEEN END PANELS), ACRML FA UK WNW 0000 I rW " � 1�
<br />L ,
<br />I I --- RITIUMED ��� � �C **1 ax mlalm� .11 V6 Pool
<br />-
<br />-
<br />N ; U)
<br />tin SAFM PANELS MAY OR MAY MDT BE INSTALLED ADMIC04T TO RT VAN PANELS __17_1 1 �_ _;�`O- sma�_� j�2--ZWLIWQ"Mw-mkw&M-Al-wnu-&�-Ll--- 1_u2-_- I 1/2'
<br />-a ,- v � (,J/lr. zm, - rm.m'. � I ,/�' m 'm - I
<br />�
<br />(W/ OR W/O REGULAR TRALKS) SEE Mon 1) 11 _ - .1 _. -11,11 ____ __ _1 11 1. - I -.-- - - -1-11 i�l o/A,Qi,S/#, LOYA; BRAIM OLORANO W/
<br />04LQ I com . MID, 0 2r - I/e-ZD e Ss. " a .` OLC OR
<br />AN r - w - - - I . - ILI � 1,0-P-20"PANELMATE FEMALE 0 OP WERNAIJIVE WOOD FRAME CONDITIONS & ANCHN LOCADON L. m
<br />I AiAlim- ASO, �w I mw A� w - - 1 2 1/1* 1. - - - - .1 - �_ I .w - �;
<br />7APDON -IN I IWIN __"90h_ `JkY COMBINKTNO UIDIFIM IL t[L) � - - - � ___ If PANDUR"Ei AUJS & 6' Go IN 2 , IA � - 3jr . I-
<br />, --I- CA16 . - � 11 w
<br />PER tSSEET 2 OF DRAWING SCALE 3/32 PRESSIM W I" SCALE
<br />Z LIFE � �- ILI P EL CONSISTS OF 0,039' GALVANIZED STSE], STORM PANEL AS - iliol Illo' OF � new - - APPLICABLE 10 L_ I - - 'Ir - - 1 , loo I - t' - �. � �� KNEIMATION 10 ,NG
<br />SECTIO!A B-8 OES*N -!! SECTIONS # & 1000MUM PANEL . - _ __ I If
<br />r N "' 4 1
<br />THIS _LF TSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF RATING f. . f I - OF 7"tAo �� elToNtz � PL4TE fn
<br />STRUCTURE " �V ,�'. "WE SALITTER Tfl� Nof SHOWN TOR CLUITt "
<br />--. LIFE AIASEDUIRES TOP TRACK TO BE COMPONENT (2),k BOTTOM TRACK TO 0"'I'%011.6141 ... +49.2 61.5 7'-b� OR LESS ,,-Q.;y,E� ..--f-%, WALL M 'I01111001"f,
<br />pI, TILLI,p, IZ,,, +52,8 -69.0 3� 3' A- e � 0 I*,
<br />BE Cg 41, 2 (BOTTOM) 7'-6- OR LESS -UNTINQ IMALLAT-19 e,� k,
<br />PER SHEET 2 OF THIS DRAM G, ......... , , ', j P, Tkjj,� ,I,,
<br />o
<br />,� ........... �
<br />COMP(,j��j BE 011N. . �� ". _� -. I ,,�,
<br />INSTALLED WALL ON FLOOR MOUNTED FOLLOWING SECTIONS I III ".1 , . �- - - +550 -72,0 2 1/2- 2 112- 4- 3 112- 2 (BOTTOM) 7'-6' OR LESS . ALTERNATIVE I ,p-�.-- ,ENS,c "-. w-, uj
<br />_i!l . - i - = ; _ -* = SCALE, Aw - I* �� , *. =3
<br />1 & 2 ON SHEET 14- Z" . ... \, . Z . \>ir
<br />2 ON THIS SHEET, AS WELL AS DETNLS -, v ,,EN s,- , -. - ,-- ,55.0 -72 III 2 1,1' 2 1/2' M) 7--s. TO = * . = s
<br />. ^.. , FLORIDA BUILDING CODE (Kgh Velocity Hurricane Zone) _ NLA 2 (8 -, . .- z FLORIDA BUILDING CODE (High Velocity H. C,Irm, Zone) z FLORIDA BUILDING CODE Lffigh Velocity Hur Icone Zone), 2
<br />- : -, - S� _'Ill OTTO 80 __*� � -
<br />4 MiT, LENGTH FOR COMPONENT 4D IS 1,S* z : No. .*= N/A r I - 2 (S 7'-6" TO V-78' 1.0% ZVI- . z � : No, .
<br />� = - . - -
<br />M.- ANCHOR SPACING FOR COMPONENT ODANCHORAGE AT SCIPOM r. C". ON z . I z �n TATI"Co. "K. I --,------ I 0710M) , , -1 . , oNI20 T11YEDD. INC, 20 GAGE GALVANIZED SM STORM PANEL TP . , =- `I`2lXI!0 TAM=1 WC, 20 CAGE GALVAN 11 8, <
<br />SCHEDULES I & 2, SHEET 14 = 20 GAGE GALVANIZED STEEL STORM PANEL F.P - - 11� -. pzosvo�.� " * 1. rZED STEEL STORM PANEL -
<br />� : * :'q: z DRAWN, 0`�_ BY!
<br />ti *. . I I�a - ... jm� . � GRAIN I z
<br />- .-
<br />COMPONEW(E)UAY BE PERMANENT OR REMOVABLE- - 1. . il�, , I 11, P/W= I- ow"A'Alows ARE OHLY VALID For, WLMGS Wfrs ASV� DIEPON, volos UP 10 -,..O... S, EUr - :Q _- - _ 07/a/Im
<br />'. G_ 1p � GLOBAL PROTECTION PRODUCTS. LLC. 0,11:
<br />. AAAM 1.0.
<br />2- FOR NEW WOOD FRAME CONSTRUMN, WOOD MOADERS 10 BE SO "" �F� - . - - IWO SW1 0 SYCET - =
<br />I L PNUME,. ",,, DAw_ FL 332II4 "SIC "-��,--- aa!710 & EIRGINCERING COMAIANY 20-176
<br />6 SEE ViEET 4 FOR DE7AJL APPLICABLE TO THE NECESSITY FOR THE 111111-LAPON .1 (,, OIL01 I �,`, TILI-q-Tts"No A rmmwm- COMPANY N.L 2. W/ SPOCOIC DENSIV.DF,045 OR EQUAL ,,,;," 4A,s , �__�
<br />EE DETALS F S, -�, - .. `111_�� ",I I. _\ GLOBAL PROTECTION PRODUCTS, LLC. MIE, -".51, -72LO W AND PANELS LENGTH LIP TO V-W. Ur-DRN �� Ft 0",_, *--- -, ITT
<br />5 SE OR MISTAILiATION fNT.O WOOD FRAME BUILDINGS ON SHEET 15, , ____ Dom. 11 11 _.. / 11deco C. \
<br />/ IILIECO�.. \ GLOBAL PROTECTION PRODUCTS, LLC, w` "'. I ----
<br />I'll I.- 'If \ PAID 0. 5I STREET "'M ' / 4w S.Wl III STREET �_/, L-9 _9_��._!�___�
<br />lIn.0-151S. FAX- (qmleft�sm 20-176 - - �=It,* -,=.",A ,l .I. 20-176 -, rMMNE 49 DOW. IL 4.Ulio
<br />- SOMINA-15W 'Al, DRA)MM-11
<br />_ = I.-
<br />104 "A"M, 'IN'"'- In, tn"N pol'i'l,", , -.I-,,-- -.1 <
<br />SWER$ AT TRACKS INSTALLED ADJACENT AND BEYOND 110 STUCCO/Wom BANDS, ;, -,.B�.V`�P - 7- I/ , `M`- *4_750. FAX7 (OZ-)$"-Ml I ---I- - ITT I -
<br />, "' ":_ I - I - - -
<br />CA-OOM7.0 - . - - - . - I - - - - tA-.*P,. - :_ - CA-LO011712 I"A"I'la ..
<br />- - 11 --"I, , - GA"" , PC SEAL/90MrOSVONIM WALITS, . TILI,` 1k,.. PA � SHOT 16 Do 26
<br />0"'ER A TI. J, P P,f_ SE"OHMIUREIZATE P, _j
<br />LE Tw �1.
<br />I � - --A - L - - FLMW' V, I ,HI l ::d L, - L En �'__�_ - " a - I -.4-1. 1_ ___ __., __ __*=,� Jo -TOE I IT- I =_ - I - FFL.Ma6 Lk� S 117 __ I I 0-
<br />SHEET NO.
<br />SH 1.1
<br />
|