|
I., � p 14111J.11; i I'( tXCIM, A W.1', ,
<br />W-444 --i;ojaut�mw 4111plimAhm"'Ai'll, - -
<br />-
<br />j1s3;wIA--I:k,m1#1',."y I &IJ 1 W.1114 119014 -.1 1_1
<br />- ". - "I., , - �', __ ___ __ - - - __
<br />MAXIMUM ALILD,
<br />Biwwam
<br />-
<br />I
<br />I
<br />APPLICABLE TO
<br />I
<br />,.?.=
<br />TO GLASS
<br />COND"
<br />+65.0. -75.3
<br />-
<br />70' OR LESS
<br />2 911V
<br />I
<br />BOLTED .
<br />I
<br />11.2'.3'. I 1w,
<br />2W 4: 3*W
<br />1
<br />.6CO, -IIS�3
<br />70' OR LESS
<br />1 2 7/8*
<br />1 VOLTED .
<br />I IV & eW
<br />- '
<br />=/FV1M40'F SP-A'N WJ% & WINONVr AT OVERLAP At 4OX OF PANEL LENGTH
<br />CIL.
<br />WIJA I'll]' Wlil,-q 9N,]:*! tI,2, a QJ *�-Iljzi jw;)�% II,1rffrTwAw_1,I-jK-4, zi:i *-!;z-.N1 .11"[WIFY417 0 '111 [Ii� � �� 1. � - .
<br />- - Im - __ __
<br />rel��-ilx-.,.,Ikalll�w.,2s4wz�llit.,".19�",��w-�,mlil�w.�t,ol",- -
<br />'i,.T.1 1�
<br />MAXIMUM
<br />A.S,D, DES"
<br />PRESSURE
<br />RATING
<br />(P�&C�
<br />NMXNAUM ANDKIRS SPACING FOR E. 0. . 3 Ilr -
<br />APPLICABLE To
<br />SECTIONS I A,
<br />ANY COMOWTION
<br />OF THEM
<br />MAMMUM PAMEL
<br />Laim v (K)
<br />TAPOONS
<br />I mK-mi
<br />PANELMATIE FEMILE ID
<br />PAMUM PLUS
<br />-
<br />TO CONCRETE
<br />TO
<br />TO CONCRETE
<br />;E
<br />a __
<br />" ;r_
<br />TO CONORM
<br />1'. uvw-
<br />BLOM
<br />E12"
<br />N/A
<br />1 12'
<br />N/A
<br />12'
<br />N/A
<br />12*
<br />1 N/A
<br />I' & 2' fW)
<br />it'
<br />3. *
<br />. I 10,
<br />3-
<br />'.
<br />IV
<br />1.
<br />e
<br />V (BOTTOM)
<br />SERIES 20M +
<br />12"
<br />1 1.
<br />12'
<br />5"
<br />a"
<br />1.
<br />8"
<br />-
<br />1�i �100'--
<br />+68-0, -7&3
<br />NIA
<br />N/A
<br />1
<br />NA
<br />NIA
<br />. N/A
<br />N/A
<br />12 t/e
<br />it*
<br />" 01,11"m
<br />7.
<br />N/A
<br />a 112.
<br />N/A
<br />4 1/2'
<br />1 N/A
<br />1/2-
<br />N/A
<br />3' (TOP)
<br />70' OR LESS
<br />12"
<br />N/A
<br />12*
<br />- N/A
<br />I 9 1/2-
<br />1 N/A
<br />9 11:2r-
<br />N/A
<br />3, (BOTTOM)
<br />12'LN/A
<br />12*
<br />N/A
<br />1 12-
<br />1 N/A
<br />12-
<br />I -11
<br />'r (TOP)
<br />1 12-
<br />._
<br />6' �
<br />127
<br />9 1/2' 1
<br />- I
<br />-
<br />s, (BOTTOM)
<br />III UMM TO B&O Itsj. A.S.D, DESIGN PRESSURE RATING.
<br />&SEE SINEET M I" AWHM TYPE A, VAOM FOR PSTALLATWINS INTO WOOD
<br />FRAME BUILDING.
<br />MwUM At"m smm AND mmum EDGE DISTANCE am wram ON THIS
<br />SO4MKL FOR EM LESS THAN M"YED OR SCHEDULE ROUCE ANCHOR WAM
<br />By MULTI SWW M40M ON SCHDAUM BY ]HE MU� FACTINS. FM
<br />THN OPERAIM 70 BE POSSIBLE REDUCED SPACNQ OBTAINED USING FACTOR SHALL
<br />mm A" SPACING INDICANEI) MR EA&4 mxvm TYPE AT
<br />24= �
<br />ANCHOR Irm
<br />1/4-6
<br />1 ll��
<br />i/r.
<br />Iles
<br />PANSUIRRE
<br />FEW ID
<br />PANEARIE
<br />PLUS
<br />... _M
<br />mW, iImmive gAmtme 0.4
<br />3
<br />3
<br />3
<br />21/1 1
<br />- M's`,eatat
<br />'3
<br />1=z
<br />a t'/7
<br />31,12
<br />4�--
<br />ACM VA ow uspow
<br />DOI"
<br />I 1/2
<br />.35
<br />1 -
<br />I -
<br />I -
<br />2 'Ir
<br />-
<br />.
<br />-
<br />!
<br />.0
<br />I � 3 fa I
<br />-
<br />I I=
<br />I -
<br />I I=
<br />11�1_"
<br />,
<br />+ ROXAnS Aft.. ANCE BETWEEN WTTOM or
<br />AND (2) To orl1g, -1 U",A.
<br />r7"_1M_
<br />FN�1�
<br />++ REOURM M- DISTANCE BETWEEN W70M OF PANEL i
<br />AND (D 70 BE- 3/ir 1 3116-
<br />v M..
<br />- I- I I I
<br />ULAR. LIFE SAFETY
<br />& E-Z HANG STORM
<br />PANEL SYSTEMS
<br />(SCALE 1/2-1 -)
<br />7,____"____
<br />-------- _IS.125- (MAL WIDTH)_____-
<br />-2.IW--
<br />, r-------,----
<br />i
<br />12.500- (EFFECTIVE WIDTH)- -- -
<br />CIL
<br />1
<br />.103" .
<br />I/e2W/e
<br />750'1-- M STUD RIVIETED
<br />1 I
<br />. I 1-mo
<br />... . -7
<br />.250 , t /
<br />- , �
<br />_.___6 Ile (npl- I
<br />--unk.-, 71.3,ilo. /
<br />- / �.\ . 1 �
<br />1 0.0VIi
<br />____ , �
<br />I 1__N � �____
<br />O=e MIAL THIM I , , I
<br />(9) b i ,> :L3�41' ,
<br />1
<br />I
<br />_1w ;
<br />I
<br />I
<br />.m*
<br />.
<br />Z7
<br />. � p! ""
<br />� � .w A 25:j � I/ '. VE e
<br />.1 . I O.C.
<br />10' � y (MA, BW eaum)
<br />F - . -
<br />11
<br />� - 1.
<br />! . �,
<br />1.6� I., I
<br />I EDGE
<br />GALVANIZED STEEL
<br />ASIM A553 Typ.
<br />. . -
<br />2. i !.w' -
<br />- -
<br />,
<br />; 11%� 1.0 r
<br />i �
<br />I
<br />' -DETAAL A
<br />CRAVE W MINIMUM
<br />G-60 GAIV.
<br />48'
<br />it .2w I
<br />I 2.1�V
<br />EDGE - I . . .
<br />I .
<br />---i
<br />.
<br />i __ -
<br />.1w.
<br />.
<br />- I---------
<br />�350' (1) STORM EME jjw-
<br />1 3 :
<br />___ L-A .. ...... _
<br />MAIL A
<br />. 111.
<br />_.2.OD0`:---J , ,
<br />-
<br />_TTYP-)
<br />PANELS SI st "ISTAIJUIED ALWAYS
<br />PROM LEFT TO Maw W/ 1/2' LEG
<br />AT M AT LEFT SIDE OF PANEL
<br />-2-187 -
<br />(�) *H* HEADER
<br />(�) WE' TRACK (�) ANQU WITH SJUD
<br />��` -I"l,
<br />PIVAEL Is END Lp � -1.1
<br />'i,rt�-, ,,_�' *0,05,
<br />- 7
<br />- 1,
<br />�33 17�W
<br />,_L___ _ _
<br />_ _;�
<br />Z_ W.'MODGE
<br />i_ ..O=Iti.
<br />.375, T _� �1' �_ PANEL I *
<br />f I
<br />.e. ,,,
<br />, I I
<br />--2-SSI' -
<br />I
<br />-1 .
<br />.
<br />H * -1
<br />r * "
<br />a
<br />!
<br />11407* #,625*
<br />I .
<br />4-
<br />�
<br />(�.= i
<br />, ,_ �1�___
<br />-A
<br />_ - ,__
<br />- I N27OW
<br />013 51 I
<br />- 0.2wo
<br />.
<br />�
<br />: T_ ��
<br />I I I -
<br /> 2�250 - � f MUL A
<br />-,- JAY—
<br />2611 RWNOOD CORNER 0 ENDS OF PANWS
<br />I __ I -'- __T_ .
<br />-i
<br />13r'
<br />,�_
<br />r ,�.O.��
<br />;
<br />I:1 .��
<br />OR J[R
<br />. �
<br />1 L_
<br />�
<br />!
<br />;
<br />� , END UP W/ HEMMED EDGE.
<br />2.378-, (N.T.5)
<br />I . i
<br />I - � .00*
<br />i � __" `
<br />�3?r 1
<br />-
<br />125'
<br />BOTTOM 19MMA-1
<br />�
<br />:
<br />� k
<br />3.750
<br />� .072,
<br />15�w I-- I '�
<br />i ,So.
<br />I
<br />I i 1w, .007-jT_
<br />� ".)
<br />i I
<br />(�) KU HIM WMER
<br />.105-HI54 ALUM. ALLOY
<br />I
<br />V���
<br />(�) SEX "M Al PANEL
<br />OF PANEL
<br />-,.750', � ___l
<br />�
<br />! 11
<br />� j
<br />I I -
<br />, "_
<br />__� h .750"�
<br />I
<br />.SEE SIOET 5 MR ADDRIONA.
<br />ir
<br />,a � � UNITATIONS IF SUEEVE UDM IS I r.
<br />c
<br />: �
<br />i I I
<br />�
<br />� .DOI,
<br />I - - -
<br />: ' SLEEVE 2 1 JA F_
<br />! 12W i -1 I
<br />I I L_ i 5. (�) MAX, MUM I
<br />� I
<br />.1
<br />(TYP-)
<br />- z ONLY VALID FOR INSTALLATOG BUD
<br />1� -- I WOOD STFACtURES.
<br />R �L n
<br />I
<br />L6 I �
<br />-L---,-- _j _1 2 .000 .
<br />41, � -2,ow-
<br />�
<br />i_�.siew_l
<br />L
<br />.123* 2
<br />R. �1)
<br />1
<br />3.7po,
<br />i
<br />I
<br />*H*
<br />t..118
<br />0*0
<br />I
<br />�_�___"_,__
<br />*U"
<br />".)"
<br />- .
<br />�
<br />�_ [750"
<br />.
<br />'��;
<br />-L
<br />(�) RV, HUNR
<br />(�) HEADER I I
<br />11 � !
<br />"a v M.-
<br />_.
<br />(R SLEM I" MAX,
<br />- MIN.
<br />wyl
<br />(@ AMU .NR
<br />IT ,
<br />(9 'J' -MACK
<br />@ PAML HAMM
<br />.374'
<br />-I
<br />1
<br />- -
<br />f '311. me.
<br />� C7
<br />I A
<br />1.571*
<br />� i
<br />.
<br />____3�000 __
<br />I oii�� Go.
<br />.
<br />r_1____ . ,
<br />__ , a-,--
<br />I - �` .A�� �2751
<br />; I _____ .
<br />,�tr_ ,,, ____
<br />1 r
<br />1.
<br />2.1XIC' f_-F I � f -fi�. 1-1 .Boo"@ ..250
<br />� ,
<br />123' i�.
<br />,,, ,,I,
<br />A . (1 1/4! W100
<br />".1"K5, . T,Q)N
<br />,
<br />,p _.... ...... INS (USE ONLY FOR E-Z HANG STORM PANEL
<br />� � �k. e
<br />.p SYSTEM) 6063-76 ALUM. ALLOY
<br />y ��.--* \)cEme* - i
<br />� - . ,
<br />: .., * �
<br />= ., No, 44167 '. � FLORIDA BUILD114G CODE Lon High Velocity Hurricane Zone)l
<br />- .
<br />-or .. * :wz � F.P.
<br />B am
<br />I- j
<br />.088- I T-.7 ��" I
<br />(TYP.) _ - '
<br />[7.?!T�_�_,,__A
<br />, '
<br />.
<br />1 -&.. STATE OF , :
<br />"
<br />s
<br />:C p �
<br />24 GAGE GALVANIZED STEEL STORM PANEL DRAW4 W.
<br />-
<br />.-2.0w_ 1
<br />�
<br />I 'k. SEE SECTIONS- L. _.m.
<br />MIN.
<br />- .
<br />so.. 't,
<br />" "' . \
<br />� .��
<br />, ,
<br />1� ��11` , 1!.�',g��,N�P
<br />" ECOi
<br />f 110 ...
<br />, aia ='-' M -�_=� ,,L
<br />0127/2*110
<br />GLOUL PROTECTM PRODU DIM.
<br />\ 44w W STREET CTS, U.C.
<br />- 74 33314
<br />@ SMILg-M -F*
<br />(R BUILD=GUT "F* M&rA @ & J�� WASHrgEp wiNGN ui
<br />� p" -_
<br />.=�.r --
<br />CA-0001719
<br />20-175
<br />IkICHO (W)GIN-7-546, FAI%- OW)MM-57117 DIMMING ft
<br />- I-, -t
<br />MACK AMU
<br />(ZAMAC 3 ALLOY)
<br />.Wwr
<br />WN`101 " ,,,, Lip
<br />R 4
<br />, __ am ,it
<br />T ! At - f5_9 MEET 2 ff 14
<br />.
<br />CEIUNG ANQ FLOOR MOUNTING
<br />3 I,
<br />ALTEIRNATE CONCRETE
<br />ANCHORS LOCATION
<br />F_(SET SO4MULE ON
<br />grNO F&ZED - I SHEETS 9 THROUGH 10)
<br />CONER RLXCRER :
<br />REQUIREO. ,�',A _&nRNATE LEG
<br />t � I/.'.V WD: WASHER HIM r
<br />; 191 r- , ULM m some OR � Ile
<br />, -
<br />i I f/. . �MALW/Kv` MAX
<br />CONCRETE ANCHORS - � - , ,;1w O�_ -------I
<br />(SEE SC" ON ,/r --.---- I
<br />SHEM 0 THROW14 10) ; � - '. -I E. i
<br />r RADOOLIS i 1
<br />6 r 1/4, mc. i v ..
<br />I PAWL LENGTH
<br />i 1� i VON ; (SEE SCHEDULE:
<br />; ! I
<br />@_ I i - (D ON SHEET 3
<br />1 ON I . .$PAW
<br />! TO GLASS. - ON $HEM
<br />ON TO GLASS. I . (sm SCHEDULE ,Zft� 9 & log
<br />.
<br />SCHEDULE ON I I I ON SHEET 3) T I -im ,
<br />llfta� i SPACER
<br />(SEE SHEET 3) 1 - . . "L, Mc. kl�_,A .
<br />t__ - ;4 H.-Ex-, PANEL LENGTH I m4=41) ;:
<br />r_ __ _ ---. -- I I (SEE SCHEDULE I ;
<br />I --- ON SHEET 3) " 1_ i i
<br />zsa4 -.11"Ll I I i
<br />� I
<br />I K: _____ I - i I
<br />V I I I I - T I
<br />: . �
<br />I --T OF *C ; i _T � �:
<br />MAX. I I �
<br />i � � �
<br />. !
<br />a � � 11 1 50% �
<br />I - ___.__ L___1_1_.j t OF *v I
<br />i ! MAX. ;
<br />I � I ; I
<br />I i I 20;La i i p
<br />--= mis I I
<br />I
<br />I WAYS 4 1/4'� i I I
<br />�
<br />CONCRETE ANCHORS
<br />CONCRETE NL t-43 (SEE SCHEDULE ON - j -------- I
<br />(SEE SCHEr. 0.1 I.----
<br />9 SHOOTS 9 "OUCH 10) SHEETS 9 THROUGH ICF)- __ � -* 2 I/O- LONG MAX ALUMINUM
<br />� SPACERS C. VALID FOR
<br />POURED CONCRETE I . * WA!
<br />CONCRETE BLOCK EXISTING POURED COWR . ALL DESIGN PAI
<br />. r
<br />- I LENGTHS PER SHEET 3.
<br />REQUIRED. OR CONCRETE BLOCK � . LONG ALL409M SPACERS 0
<br />REOWEID. L�@ "; -1/2, O.C. (SEE TAME #1 ON
<br />SHEETS 9 & 10.)
<br />RUI -9ja INIOUNTING WALL MOUHUNG IDIREGI MOUNI "PACEM 119) OR 18
<br />iu%,p ww
<br />E.D. - EDGE DISTANCE RM FOR MOhMN 9E 1=99S
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE
<br />94EEM 9 & 10) COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />INSTALLATION, DETAIL5 FOR SERIES 2000 & 1 000 E-Z HANG STORM PANEL In
<br />INIQ EXISTIS9 MOD 51HUMBES
<br />_�, I,! v � I
<br />-
<br />�_, I ;/C# m SCREWS a e 0.4, W/
<br />. / 11 6 /I
<br />- . � 1/2- W. THREADED POWDIA11014 (3) W� 2",4, wow
<br />471j_ 1
<br />I I - 1/41. LAO $0REWS 0 a' ac, W/ 1� I i -TO 0:19TV4 wm w1mm 1� / HEADER letAURRIND I/ep LAO Sam" a IF O-C. wl
<br />I 19;," AM PDwimnum I
<br />r4
<br />I I - : TOW / I - 11 PAT OR ON ODGE ilr Mi.. THREADED PENETRATION
<br />I _,� __ ;1 - - _- / ,,, , I ; I)---o � 114w SA,& \ 1. " // - � � I I IV EXISTM WOOD HEADER.
<br />\ \ � __�D C-L r4w S,mLS 9 EA. END ww , 'k , , , I 1 4' MIS
<br />Or 0 y . --I � v V?Mr. "m
<br />I /�
<br />I
<br />I " ; ".S.
<br />/ f� LAB SCAM a v D.C.
<br />71 lilw-
<br />\ ,4e. W/ 1, I ! 0 OL END or (D
<br />, \ /4-920,0/4- TRUSS � ilz* wo, wom PEKYRATm
<br />,� i. i
<br />4, r (SEE DETAIL li- A . �� EXISTING ---- _ I � , / E
<br />I t _�� _
<br />/ I I IA 88.�!q . I 5"ADSMErl"', . X E OCIAL 1/24 k
<br />w,
<br />1. 'rig, At.m. C.* #140, SAIS, / \ /1
<br />,
<br />__-1.
<br />. I ,vowe - - __ - I �
<br />-
<br />WA&IM � ..T
<br />WOOD HEADER - , -
<br />REQUIRED � - - - MAIL 1/2. it ;
<br />F-0 IA BELM i
<br />i
<br />. WOOD HEM 11111UR" 1 I
<br />T
<br />- j
<br />2 1) 60, W. � e 1 /14-0-2w//4 _
<br />2 ope W. I - a" I M. SCREW ?j ; _
<br />- SvPwJ`oN - 10 CLASS
<br />To GASS. I Euiz,32- 5 ;Xvt ;
<br />EVERY . 9 12' O.C. 2 7,W W, I
<br />EVERY Ov" I 'I -SEPARATION I 12'
<br />I
<br />1� .
<br />- --- I
<br />..", x - I� __ ___ __ F - SEPARATION - / , 9 TO CARS. I z4 . 9
<br />.,� . T�e,_w
<br />v@I r- -- I - i
<br />9 2 s/Ir w. / Ev-� -
<br />��
<br />-
<br />I ("r
<br />I11 r TO MASS. EVERY OVERLAP
<br />I I __�_ -_
<br />/ .@ I
<br />I _q
<br />t. I
<br />I I-- . I
<br />9 I I I
<br />4
<br />"I
<br />� - ! ;� 4 0 I
<br />I 11 :a 9 i a I
<br />0 !
<br />I I
<br />,
<br />" "'s I A ,-j
<br />k 0 - 11
<br />�'* . -
<br />I ,
<br />... I 11 , I
<br />-1 k � - - , 1 k p
<br />A I ,
<br />'
<br />9�
<br />1� i
<br />- I 1 4 � e &ZI . I
<br />-, yj w/
<br />a -,--, - '. k 0 :1
<br />-, I 1, _11�;; li, I - ,
<br />S a : _ J 11
<br />I - I D __
<br />, .� I _ -1 11 �, I` -
<br />I !e
<br />.4 X.jw , i-
<br />-
<br />\ I I
<br />a -1 V. I _1_.
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<br />2 1 e- 4' - -li ___]
<br />2 " a q.,z -m-p/ - .,! , -1 __�
<br />.,. F3 - I
<br />- I , Y.'#-204
<br />,
<br />i� I _ ' ;j;&WAjWXAjD1ED I - / 7/W#.3/AAswG
<br />12 r oc
<br />NOTE IA BELOW) _ / I , 3/4'
<br />� I*M
<br />-0 - O.C, I L , * M L
<br />, 1/4 LAO SCRONS 0 6 W �--r
<br />W, . n/0 060(2424' -
<br />,
<br />REW . - / .
<br />� i - si�w
<br />- - I- - FLAT GROW 0=90 I * !:�
<br />% !2,v=,C,6ffi& 91 m_ tA W-00 I
<br />/ � I 6 =.r
<br />M.S. W/ 7/5'W/32'
<br />I i
<br />Ole
<br />0 � - / , c� 12' Oc�
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<br />� I ' W. THREADED PENETRATION IAI` I
<br />/ I Lt. 0 W-n/0,
<br />X REGUIRED i I _q* M61- --- - 0 I
<br />ALTERHAMT 2'V � 1. OF
<br />WALL. FIAT OR ON EOGE , � RED
<br />I z PLATE REQUIRED rot
<br />SCALE I/e.1- " I . I - MIA. r*4' WOOD ON DOE
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<br />1. INSTALLATONS ARE ONLY VAUD FOR SULD973 WITH A.S.�, DESIGN LOADS JOHIJUNAI, A.v SCALE 1/4-�I-
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<br />14 3, , 20 GAGE GALVANIZED STEEL STORM FAREL FA
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<br />MAXIMUM PANEL LENGTH
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<br />PRESSURE PATM
<br />(P...f.) I+ Or -
<br />CONCRETE & wow
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<br />__�;__7_
<br />65.0
<br />6,--Q*
<br />7*-41
<br />Mo
<br />.
<br />,�'.
<br />-
<br />71`I70
<br />21LO
<br />1-1.
<br />61-101-
<br />810
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<br />85.0- ---
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<br />6,-e
<br />95.0
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<br />100,0
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<br />105.0
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<br />END MEN ).t- Q & 2a D.M.�O,(�),
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<br />MAXIMUM PANEL LENGTH @, @ or (C4
<br />-L+- OR -L-- (ft.) 0
<br />MAXIMUM AS.D.
<br />DESIGN
<br />PRESSURE RATING
<br />(P-0 (+ w -)
<br />CONCRETE & WOOD
<br />#05TAILIATOM t
<br />204,
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<br />MINIMUM SEPARATION TO GLASS SCHEDULE
<br />mumm
<br />PANEL LENGTH
<br />WIND SPEED 4 170 mPJ,
<br />WIND SPEED > 170 imp.h
<br />(11.)
<br />UNRESTRAINED
<br />I RE97MM
<br />UNRESTRAINED
<br />I RfSTRAINED .
<br />30 OR LESS
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<br />� 2W/6, 3W/7 & 4W/7
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<br />I L*IW/6, 2W/6, 3W/7 & 4W/7
<br />� 1. CHOIRS, (SEE SCHEDULE ON SHMS 9. 10 &il�-----�
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<br />(1) L+: MAMAUM ALLOWABLE PANEL LENGTH FOR A GIVEN POSITIVE A -SA OEM LOAM
<br />L� MAX. ALLORABLE PANEL LENDTH FOR A GfVEN NEGATIVE AS.D. DESIGN LOAO�
<br />(2) PROCEDURE TO DETERMINE MAXIMUM FAN& UEhWK
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<br />OWN A NEGATIVE AU, DESIGN LOAD. DETERMINE MAXIMUM PAINEL LENGTH %� FROM S0
<br />FVAL MAXIMUM ALLOWABLE PAM! LENGTH IS EQUAL TO THE WOW DETERMINED FANEL L
<br />BETWEEN %+* AND %-'.
<br />(3) SEE SCHEDULE BELOW FOR MIN, PANEL LENGTH FOR POROSITY QUALIFIRAMMIL
<br />. w5l(ALLATIORS. On WOOD ARE LIMITED TO * 95 p-C MAYL A.S.O. DESIGN PRESSURE RATING
<br />'
<br />�
<br />IV mw. 9, 10 & I I MR MAX. A.S.O. OEM LOADS & MAX. PANIEL LENGTHS FOR
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<br />* : * j � -
<br />* Z��I_ �M�_Q�.n.r ON PRODUCTS, U
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<br />INN WOOD STRUCIURES
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<br />7� v,F-" 7- � .. � - __- -7- - � SEPARATION
<br />�, 7 P/t I � � :�-,,
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<br />� .1, I 11
<br />-1, , wow ANCHORS �_ �_ r-i
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<br />." I . �", ,'-NM SCHEDULE ON - 'I- /4'.-20.1- (
<br />I- . , �_. I I 9 .. T
<br />/ S14EET I 1)
<br />sw;r "m em. ON SHEET 3) 1
<br />_., ;4) /_
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<br />1�1 I .1 I I iffl, 0 6 1/4' *It - -A- Bm I
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<br />�� N � I I / , , - \ I i \ / �,W, I __� "v IA',,
<br />,
<br />� , , / - F - +- ---I PANEL uEmm
<br />WOOD H R . WOOD ANCHORS I / � , �,
<br />, " 0�) -`X;-� I
<br />\ i SCHEDULE
<br />_ 1 (sa
<br />REOUIRErw - w I 4 � i t___________ �
<br />I �: I (SEE SCHEWLE ON �.,� -_ - - ON = le
<br />i I . i r_ I
<br />11 1/`e SHM 11) Qi
<br />\/ 1/10
<br />, ��
<br />- M". =. . - i !
<br />T 01
<br />. ! SPACER ___@ ,;`:�
<br />77- 1T 7 1. i
<br />, , 2 i 3 , � __ t
<br />/ � 'I MAX
<br />-,, �, 7
<br />j , i
<br />A I _ __ __ �
<br />1. , WOW HEADE&_ �
<br />� / , � � REQUIRE �� 4 - � ED i �
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<br />\ 1"A 11'
<br />I
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<br />- 11 - � � _.A..... - i
<br />i
<br />. ; .z � 'Lo I' MAX. LONG ALLRATKUM SIPIVCEIRS 0 12 I/2-
<br />I j lyriiul i i TABLE
<br />L�!Tl�u
<br />O,C. (SEE JII ON SHEET 11.)
<br />Mi.. i L FOR
<br />1 ! M NOTE - BELOW FOR
<br />I 1 1', � � UUMAMONIS
<br />SEPAAkTION I --(D 1. I i, i
<br />Ir MAX, It � fl, I 1 1/2' LONG ROVVCS�
<br />MuAaXa'w (jq,
<br />� �, I I
<br />i PANEL j . ,
<br />�_(.10 =5 11 - I PANEL LENGTH I I (Su L-i i � � " !ft
<br />I (SEE SCHEDULE I SCHEDULE - �
<br />ON SHOOT 3) 1 SHEET 3) I � ! . I - MATE FEMALE ID OR PANEL MATE
<br />ON SHEET 3) t__ ON i I I 'i �i ' '
<br />- ' ' "I PLUS (SEE
<br />---:-7-- __ �.. . .1-1 I ..
<br />: I ! SCHEDULE ON S14M I I)
<br />1 ljl.�mw*
<br />I _ � 1 1 1 . il-
<br />__,A,,______ _,__1 - __ 1, %r I I
<br />V� - Ir- - -AT% i 4m. I I I !A,� , ,�j
<br />1 1, - ' , - .111-- � -
<br />I � SEPARMION
<br />I om r-0) i GLASS� i 2"xe WOW
<br />70
<br />�S"r(��
<br />: ____ __.1____I 1 SCKEDUALF- PLATE REQUIRED
<br />=_11 i . SHEET 3) 1 -,@ ,�
<br />� DIREM M UNT W/ S
<br />a I � I 1
<br />L_ : 4 I * I I
<br />____v_ ; � , I ALUMEIVE 2W-
<br />I I ! i 171 rl !,- 5" SCALE 3/8. I'
<br />__01 I . - "I -
<br />I : ------ j :, ,�� 1��, 4 0 12 t/2* O.C, � SEE TABLE (I ON SHEET 11 FOR MAX. PANEL LENGTHS &
<br />" L
<br />I i 50! ! MAX. X DES" LOADS FOR THIS WSIALLATION.
<br />I 1 OF I, ; IN __1 I- I -1, I I i .0
<br />ED
<br />�� -- 11 .�� I
<br />- -0 i - 41
<br />I MAX. I - = �
<br />�
<br />I .� I- - .j
<br />7��.v Y �
<br />- .1 I
<br />, - - .
<br />- _r t 14, - C.C� I EF " I
<br />, I 0 12 1/2 � ___ � __ ,I �
<br />ri_- �14
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<br />--' "_ , - I � I 1 � � , I, R ;-,
<br />E6 f i � � "
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<br />, ST_�:
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<br />I _ I -I- f , ON SPACER IM, k%Y K I llr I" W-.
<br />.
<br />1 , 1 lf ! � 1, III (1) 11SINUARVIN IS LIMITED TO A ONE STOW BUILDINGS WON I -W
<br />,�, � I !�� . 1! 11
<br />" 1, 1 , I - � , I t 1�1 MIX MAN "" HOW OW 6 A RESTIRICTION FROM ANY W
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<br />2'xe WOOD �___ � �1 - i
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<br />PLATE REOUiR_EI5_ �
<br />i �L � � D ANCHORS 1
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<br />� STAGGM=EREDW/ , I , - -L", 1
<br />D I* MIN. SEPARAIM TO Rom Rocago L.-TI-Z. 12) Ar Oil MINE 11 a,
<br />�, , �� � I � 1 . 11 %wz _101/vs - IT =115
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<br />iew I
<br />11 L 1 1 1 , 1 � smw I,) � CRAS IS A K--M FROM 12 Ilr = VACM AULOWW 09 I
<br />", [I
<br />ow 0). I
<br />i i I I, T I (1) MAGMAK AID DESIGN PRESSURE
<br /><� I
<br />, - ROM a +ft -0 "A. (3) MAIL 24 CAGE PAM LENGTH 6 LIMITED 10 W AT ANY OPENNO I
<br />�" " ME 0 A RMMCWR FROM PANEL 1
<br />LUA
<br />_,-,� LNW LEMMOW AIMED OR
<br />- - _�
<br />- M weemum STOW PAIRS. wwm a som"Le, SHUT 11).
<br />n� MON No
<br />NG (3) STORIA PAM 111SIBILLATIMM 0 ONLY 9 � � �� 119M MOUNI
<br />-11 (#) I 1/2- UAG SPACER COM1"EAIr #M SHALL BE AS AWATED ON
<br />INTO AN EZOTIM WOW FRAME %VU_ SCALE 3/6.1" SHOT z or � I)r Low VACM GA n ONLY
<br />mhm1w. VAUD FORIMMI'T'SH5 I. 2 AND 3 AS OVIRRIM Of ASIM
<br />WeVALLAIRIN VWAV ONLY E i9es STANDARD AND THE 2020 (70, 011100 OF INE FUDINA
<br />We" I
<br />9LILMO COUL
<br />SCALE 3/8-1" (4) UNIN 1. 2 A, 3 PER A41ORE
<br />1298-OI!, I"B"INIMA
<br />� __j . %K0,,\- �
<br />/_"�00r � ,
<br />, ,
<br />NOTES, V%
<br />/ ....**'\�CEAti�INT �1_ FLORIDA BUILDING CODE (Mon High Velocity Hur cone Zone)
<br />KM FOR COMB ION QE SE=NS: 1. INSTALLATION ARE ONLY VAUD FOR MAX� A-3.0. x : No. 44167 '-1 t "WOO lum m 24 GAGE GALVANIZED STEEL STORM PANEL F.p
<br />;: OR0MMI m
<br />DESEwN PRESSURE RATING (p.s.f) AND PANEL LENGTHS I *, *
<br />�& f
<br />TOP & BOTTOM MOUNTINGS CAN BE AS . *
<br />SCHEDULES ON SHEET 3 (EXCEPT FOR i ,% . " - 11LIEC074C. ="L PROTECT mm
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) %
<br />k'p.. I" " - ION PRODUCTS, LLC. '
<br />INSTALLATION, '" � I k�� Thuyl 4WD S.W. 51 SOREET
<br />�,,,N�-Aivm
<br />2, FOR 14EV WOOD FRAME CONSTRUCTION: WOOD �;..
<br />,�.?,- lz� - - M�._ - . OVAL In. 333m
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC %&�� vti,_ v5`/_ - ,-Z.,. ,,:;m 1j" P.M.L. DS4NMW7IHg, FAX- (04)ISO-Inia 20-175
<br />- �
<br />- OP� ft
<br />0130 A, I I - -- rm
<br />I I DENSITY OF 0.55 OR EQUAL 'Nr4_§J4_R4l1V6-_WW11DAX CA-00661tv --i m I - I- - - I - -;ET 6 of is
<br />I 1� __.- am &54 V16pil- I
<br />- -,
<br />GENEIRAL N=
<br />(C) :
<br />MISTIMIEDOPMEL"ItIAM Azt��
<br />DMOENT (PE.D,) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE - veo upcom ANCHORS, As MANUFACTURED By LT-W BURM, INC
<br />WITH THE 2020 (7th EDITION) OF THE FLORIDA 13UILUNO CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - #1�10 PANIELMATE FEMALE 10 AND PMELMATC PLUS ANCHORS. AS T%ANUfACTURFD By ELCa CONSMUCITON PRODUCTS.
<br />VELOCITY HURRICANE ZONES - . - 1 4 LAG '
<br />DOWN WIND LOADS SHALL BE MhEO AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND - 7/16,0 . 5/8* WOOD Bus � As usTrusurED By ALL PONT scmv. BOLT & SPECIALTY GO
<br />SPEED AS REQUIRED Ely THE JURISCIM" WHERE STORM PANEL WILL BE INSIUMIED� AND FOR A ORROCTIONALM FACTOR
<br />XD-0-85, USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM (A,SD.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS CA) MINIMUM THREADED PENETIVITION NYC WOOD OF TAPCON ANCHORS SHALL BE 1 1/2' AND Z' FOR ELCO PANELMAXE PLUS
<br />3. 9 TIM 12 & 17, Is, AND PANELMALE FEMALE 10.
<br />IN ORDER TO VEFORY THE AIRGIVIE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST
<br />REDUCED TO &3.0' DESIGN PRESSURE RATING BY MULTIPLYINC THEM BY 0.8 IN ORDER TO COMPARE THESE W/ MAX. (&S.O.) C.2) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOW FRAME UNIT SHALL BE 1 1/2'. NO THREADED
<br />DESIGN PRESSURE RATINGS 001CATED ON S14EM .3 , 9 THRU 1 2 & 17. 18. PENETIPATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REOLARED THREADED PENETRATION,
<br />IN ORDER TO VERIFY THAT AN04M ON THIS P.E.D. AS TESTED WERE NOT a," STROM, A 33% INCREASE IN ALLOWABLE
<br />STRESS FOR WIND LOADS WAS RM USED IN T14FJR ANALYSIS, FASTENERS SPACING TO WOOD HAS MEN DETERMINED IN CJ) MINIMUM EDGE DISTANCE OF LAO SCREWS. WT0 WOOD SHALL BE AS INDICATED IN THIS DRAWING
<br />ACCORDANCE WITH N.D.S. 201fk
<br />STOW PANEL'S ADEQUALf FOR IWACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTON 1609,12 OF CA) MINIMUM PfRIETTIATION OF WOOD BUSHING WALL BE 5/8-� Ile 1-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM
<br />THE MVE MENTIONED CODE AS PER AMERICAN TEST LAO OF SOUTH FLORIDA REPORTS #01114.01-01 AND #021942-09, AS SHOULD STUCCO EXIST, AND I' Art STUCCC1.
<br />PER SM 12-91? & ASTU E 330-02 STANDUBIVIS, AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT ifli23.01-iO AS PER
<br />TAS-201 AND TAS-203 PROTOCOLS. AND AS PUT CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 104 OF THE C,5) IN CASE THAT PRECAST STONE, OR PROC4ST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING
<br />FLORIDA BUILDING CODE. WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHO40 SUCH PANELS.
<br />ANCHORAGE 94ALL BE AS MENTIONED IN .1). C.2 & C.+)
<br />2- ALL ALUMINUM EXTRUSIONS TO BE 0063-7115 ALLOY AND TEMPER. (UNLESS MEMSE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWINIG ALL OF THE RECOMMENDATIONS MO SPECIFICATIONS OF THE ANCHWS MANQFACTUROL
<br />1 ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3;1G5-HI4 ALLOY 8. PANELS MAY ALSO 13E INSTALLED HORIZONTALLY FOLLOWNG INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 9 (SHEETS 4
<br />4. ALL STEEL SHEET METAL PANELS W44L 14AVE STRUCTURAL QUALITY STEEL ASTIM A-653 GRADE 80 MINIMUM, G60 GALVANIZED THROUGH 5) EXCEPT THAT HEADERSO &O SHALL NOT BE USED.
<br />STEEL DESIGNATION W/FY- 92.2 ksf (AFTER ROLLED). 9. IT SHALL BE THE RESPONSAIRLITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCY-W WHERE SHUTTER IS TO BE
<br />5. ALL SCRM TO BE STAINLESS STEEL 304 OR 3145 AJS4 SERIES OR CORROSION RESISTANT COATED CARBON STEEL 9i PER IAN ATTA%11 10 INSURE PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRM SLOCK OR WOW FRAME
<br />Bol .
<br />SMS W/ 50 k.i YIELD STRENGTH AND ft W TENSILE STRENGTH AND SHALL COMPLY W1 FLORIDA BUILDING CODE SECTION
<br />241 1 .3.3.4. 10. EACH REGULAR STORM PANEL WITH LENGTHS OVER 90', AS PER SECTIONS 1. 2� 4, 5, 6 AND ALTERNATIVES IW, 3W & *W ON
<br />SHOOTS 4. S. 5 & 7 RESPECTIVELY; SHALL HAVE A LOGIBLE Alto READWY VISIBLE MAIMING INSTRUCTING OWNER OR TENANT TO
<br />6. BOLTS TO BE ASTM A-307 GALVANIZED 5110_� OR AM 304 SERIES STAINLESS STEEL. WITH 36 kvi MINIMUM YIELD STRENGTH. SECURE PANIIS WTIN APPUCABLE REINFOIRCEMENT DURING PERIODS OF HURRICANE WARNING.
<br />7- ANCHORS TO WALL SHALL BE AS FOLLOWS: 11, THE INStAi-LATION CONTRACTOR IS TO SM/CAJJLK ALL SHUTTER COW04ENT EDGE$ WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />THE BLAUDING TO PREVENT WIND/RAW INTRILTSOW
<br />(A) MjEEiSTW9_E2Uf0_rAb0M:
<br />- 1/4!'# TAPCON ANCHORS AS MANUFACTURED BY I.T.W. SUIUDEX. INC. (Mim t'.-3192 P...L) 12� STORM PANEL INSTALLATION SHALL COMPLY WITH SPIECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING, REGULATIONS
<br />- 1/4 - 0 x 7/8" CALK-19 ANCHORS. AS MANUFACTURED BY DOWALT INC. PRWDEO BY THE JURISDICTION WHERE PERMIT IS APPUED TO.
<br />- I/ef x 23/e SOLIO-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPECIALTY Co� 13. (a) THIS PRODUCt EVALUATION DOCUMENT (P.00,) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION
<br />(w.. F.-NDOCI P'.J.)
<br />- #14-1 PANELIMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT; La. WHERE THE SITE CGNDIT04 DEVIATE FROM THE P-F 0.
<br />- Ilef ZkW NAJUN ANCHORS. AS M"IFACTUREO BY DEWALt INC� (b) CONTRACTOR TO 13E RESPONSIBLE FOR THE SELECTION, PURCHASE MO INSTALLATION INCLUDING LIFE Sorry OF THIS PRODUCT
<br />A. 1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE I 31e; 2* FOR ELCO PANELMATE AND BASED ON THIS P.E.D. PROVIDE HE/SHE DOES NOIV DEVIATE FROM THE CONDITIONS DETAILED ON T14S DOCUMENTI.
<br />CONSTRUCTION SAFETY AT SITE ISS THE CONTRACTW'S RESPONSIBILITY.
<br />1 3/4- FOR ZAM&C WAIN ANCHORS.
<br />(c) ThIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED ViVALIO IF MODIFIRM,
<br />A.Z) CAIX-H4 & SOUID-SEt ANCHORS S14ALL BE EMBEDDED 7/8* INTO THE POURED CONCRETE. NO EMBEDMENT INTO
<br />STUCCO SHALL. BE PERMITTED. T/4' 0-20 SCREWS USED SHAUL BE 1 1/2* LOW. MINIMUM SHOULD STUCCO EXIST. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH "LL, ETECOME THE
<br />AND I" MINIMUM FOR WALLS WITH NO STUCCO, AND MAY BE HEADED SCREWS 09 ALL THREADED StREWS W/O HEAD, 09;INEM OF RECORD (E.O.R_j FOR THE PROVECt AND WHO WILL BE RESPONSIBLE FOR THE
<br />Sul WITH WING NUTS. PROPER USE OF THE P.E.D. NGINEER OF RECORDI, ACTING AS A DELEGATED ENGINEER TO THE
<br />PE.D. ENGINEER SHALL SUBMIT TO IRS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />") N CASE THAT PIIECAM STOW. PRECAST CONCRETE PMELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH INE MAIN STRUCTURE KHINO SUCH PANEL$, (a) THIS PED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THF PROFESSIOKAL
<br />ANCHORAGE SHALL BE AS MENTIONED IN ALI) AND IN X2). ENGINEER OF RECORD THAT PREPARED IT.
<br />(a) 14. SHUTTER MANUFACTURER 'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709_2�2 OF FLORIDA BUILDING CODE. ONE LABEL
<br />- ;/4 : TAPCON ANCHORS AS MANUFACTURED BY 1. T. k BUILDD. INC. SHALL BE PLACED FOR EVERY OPENING, LABELING TO COMPLY WITH SECTION 1709.9,3 OF THE
<br />- /e . 7/8 - CAUK-fN ANCHORS. AS MANUFACTURED Err DEWALT. INC. FLORIDA BUIUNNG CODE.
<br />- 1/4-0 X 3/4- SOLIO-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW. SOLT & SPIECIALTY CO
<br />- #1�10 PANELMATE TOOLE 0 AND PANEILMATE PLUS ANCHORS. AS MANUFACTURED BY ELOO CONSTRUCTION Pl��Hjffft#
<br />- 114" 0 ZAMAC NASJN ANCHM, AS MANUFACTURED BY MWALT, INC oAk M I
<br />, '0A..
<br />.
<br />,& �,_ .All _..
<br />- --- . ..
<br />.
<br />8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PAN&MATES AND ZAMAC NAILIN ANCHOR. INTO THE QPWOC\�tE . .� FLORI BUILDING CODE (Man High Velocity Hu leane Zone)
<br />BLOCK UNFT SHALL BE 1 Ile - z, -.1
<br />X : .2220 Imo. - FR.
<br />9,2) CALK -IN & SOUO-SET ANCHORS SIVILL BE EMBEDDED 718' INTO THE CONCRETE SLOCK UNIT. No Ob M%044 67 ` % 24 IIAGE GALVANM STEEL STORM PANEL OAMN W,
<br />, !Tg, ,
<br />STUCCO SHALL BE PERMITTED, Ile 0-20 SCREWS USED SHALL BE 1 1/2" LOW MINIMUM SHOULD 3T 0 DUST, * <�b �.�_ _> - ta/v/=
<br />AND I* MINIMUM FOR WALLS WON NO STUCCO- % 1'. . - ___ � __ 11LIECO."C' GLOBAL ECTM PRODUM, = am
<br />STATE F -
<br />, ��
<br />. '000
<br />8.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCIRM PANELS. STUCCO OR WOOD BOARDS BE rot) , sm. 5, M.w
<br />- - � , ,� R1 . C_.� TUJT Tz�wrtII, A, mWIIN-EVIUMM 0-1� 'L 3&14
<br />E ENEAWD SUCH ,,i&n ... .. ---.
<br />EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SYRUMR I A ..�.I. 4)M 20-176
<br />,�A - qm= Aoc- (w)"s-7w, m to -on?
<br />, ", - �_
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<br />NQME�; : NO. 44187 ` I
<br />NOTE EM COMBIMMN Of SECTIONS - . I FUDR1 BUILDING CODE (Man High WitcHy Hur carte Zone)l
<br />1. INSTAULATION ARE ONLY VAUD FOR MAX, A.S.D. 3 *: . -
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<br />TOP & BOTTOM MOUN'TINGS CAN BE DESIGN PRESSURE RATING (p.4.f) AND PANEL LENGTHS I : _41t 24 GAGE GALVANIZED STEEL STORM PANEL ORAmm W.,
<br />I% STATE OF
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 � I .1
<br />INSTALLATION. . 1* I � 0/27/"
<br />2. FOR NLV WOOD FRAME CONSTRUCTION: WOOD - §��,
<br />,�zo PRODUCTS, Lw.
<br />MEMBERS 10 BE SOUTHERN PINE No 2. W1 SPECIFIC . 01.013K PROTECTION
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