|
Imm— I I IiiiiiingliIIII-T-r-19yw7wm I Ipwp'T'_ "I'l, 111VII 11 I '-?= I`1__w'-- --�_
<br />__ - - - __ __ -
<br />.:
<br />PRIMM RATM Cp&f.) AND
<br />PANEL LENOW *L! Sckmu
<br />FOR SEWS 1000/20M E-Z HAND STOW PAWL (T) S=M
<br />LVAID ONLI-EOR-EAKL�-Wh.i.�-A..ILJLUowik.l"-MLS-vsa.aAL
<br />MIJIMUM ASO
<br />Demm",
<br />I "'K.M-C'"
<br />-
<br />APM TO
<br />.4111c. -75�3
<br />1 .
<br />Go "
<br />2 slir
<br />SOLVED.
<br />I
<br />I'^
<br />- 2'. 3.. "W.
<br />�
<br />1 3-W
<br />___
<br />-66-0. -75.3
<br />--
<br />�
<br />----r
<br />, I/,
<br />__
<br />NXTKD -
<br />-
<br />4 A 4`0
<br />m;1;xF;Q=- ... .. I R, W`WUNU" A, QYURUNP & HXX OF PANEL UNKIN
<br />or PANEL
<br />N".%-il'ili'W.W,q.m.li,l�,�.'84;�**ill;�41.7�lil'��wf.7wnlr,!:[.]K.;.:.;,ii-i.;.:-I�7T-��,wr.i�ii,iv�'W"�.�::.;, I
<br />11115,117-11"11M. IM411-11mi.'�if,lllp�)i'-T',lmi:l(.N.z.:::.�,;4i4ww.�-7::.�,�xlo,71r.:.q�Wit�il�,.�sil;,;�:.
<br />���ill!ll,ll�ililillillillill��M
<br />1.411,�'.% �lml"G�;sIgmq ;;I illillillillmm=�
<br />MAXIMUM
<br />A.S.0 DESIGN
<br />'Ur
<br />IRA
<br />(P.-I)
<br />MQOMUM ANCROWS SPAMING ION t. 0. . 3 i/2' -
<br />___&z;:w___._7.
<br />APPLICABLE to
<br />a
<br />ANY
<br />or THEN
<br />VA.WU. PRAIA,
<br />LENGTH V (o)
<br />T04MPM
<br />1
<br />mamit mmAu 0
<br />KANV,hKm -LUS
<br />to CONCRETE
<br />1. -11
<br />P-M
<br />To ,mcn,
<br />Ta CONCRETE
<br />11LOCK
<br />TO CONCRETE
<br />TO CONCRETE
<br />ILOQK
<br />IV
<br />MIA
<br />12'
<br />N/A
<br />I
<br />12'
<br />N/A
<br />12.
<br />N/A
<br />I- A 2- (TOP)
<br />IT'
<br />3- *
<br />I ".
<br />1.
<br />1.
<br />A-
<br />-
<br />5,
<br />4-
<br />.u=
<br />12,
<br />_
<br />_:� Z_
<br />.r
<br />.
<br />12'
<br />5'
<br />a'
<br />C
<br />A"
<br />a"
<br />V (BOTTOM)
<br />SERIES 1000 .1
<br />.66.0. -75.3
<br />N/A
<br />[ ./A
<br />__
<br />N/A I N/A
<br />-
<br />MIA
<br />.----.--.
<br />_. -
<br />N/A
<br />---..-
<br />N/A
<br />12 1/2"
<br />IT"
<br />2' (BOTTOM)
<br />I OR LESS
<br />I.
<br />1 N/A ; 6 112'
<br />---
<br />N/A
<br />i 4 112*
<br />N/A
<br />1/2-
<br />M/A
<br />3, (TOP)
<br />
<br />12*
<br />.
<br />N/A I If
<br />N/A
<br />Te _
<br />1/2*
<br />N/A
<br />E4
<br />. 1/2-
<br />_____
<br />N/A
<br />1E.-
<br />- -
<br />3. (BOTTOM)
<br />17'
<br />- -_---T- -
<br />N/A 1 12.
<br />-
<br />MIA
<br />1 12-
<br />M/A 1
<br />I
<br />12-
<br />MIA
<br />4, (TOP)
<br />12-
<br />I
<br />1. I
<br />12'
<br />, P.
<br />- ,9__T/y ... ....
<br />...
<br />-
<br />�_
<br />IT
<br />it'
<br />i
<br />12'
<br />I.- -
<br />it*
<br />,..I
<br />.
<br />IF UMITED 70 SLID P.wt. AS.D DESIGN PRESSURE RATING
<br />A SOL SHEET 26 FOR ANCHORS TYPE At SAAC04 POO INSINUATIONS 000 00110
<br />FRAME
<br />ri4am
<br />MINIMUM ANCHOR SPACINGIS AND MINIMUM EON ONITANCE AM INDICATED Ok InS
<br />SCHRIXIJLL� ADS C 0 USE P60 INDICATIM) ON SCING)MA REDUCE AN04OR SIVICIND
<br />NY "IftWX VACNG tj,*M ON SCHEDULE SIT THE MLOWK FACTORS FOR
<br />THIS OPERATION 10 RE PO1ISIX REDUCED SPACING OBTAINED USING FAC S4MI
<br />="= ....... . INDICATED MR EACH ANCHOR I'm AT
<br />.
<br />ANOW TIRE
<br />. ye...
<br />1/4'. -1
<br />I -
<br />. IgNswitl
<br />-1/4*.
<br />� Ile.
<br />- -
<br />"'I'm
<br />to
<br />."Iw*
<br />NINE
<br />anx- .
<br />__
<br />vii, am" wmom 0.) -
<br />I
<br />I
<br />3
<br />,- _i__
<br />2 I
<br />__
<br />ammoinium, minow, On.)
<br />3
<br />__i___
<br />mumbi _
<br />wonlo a." Ow
<br />____
<br />3
<br />___
<br />3 In
<br />__ ___
<br />3 '/I
<br />___ I--
<br />#
<br />ow CA
<br />"A"
<br />I 'Ir
<br />.
<br />--- --I ,/r __
<br />__
<br />F- __
<br />-o-
<br />.ii -
<br /> __ r
<br />_____ ____
<br />_.ii___
<br />— 3 I/r
<br />+ - I
<br />I-
<br />I -
<br />I 1XV
<br />+ IWOUIRIS Na.. DISTANCE BETWEEN SOYTN OF PANEL -
<br />Am 0 To K 1/2' V-1,1-11'.."
<br />F41,10
<br />++ Rroumms bft.. twolmics scrorEM wTmm Of PAMCLW�3/jr
<br />Am CD MO OR: 3/16' _
<br />M_
<br />t Le
<br />FLORIDA
<br />—
<br />--------..
<br />GULAR,
<br />UEE SAFETY & E-Z HANG STORM
<br />(SCALE 112- I')
<br />PANEL SYSTEMS
<br />-
<br />___ . ... ISAW CYCIAL "CqW)
<br />- -, . . - -
<br />- 2.1ar -
<br />� - �
<br />_- 12,500' (IFFECTNE WON) -
<br />C,
<br />- I Zso
<br />I i f.lod"r
<br />.6 - .103" � ,
<br />- 1w. _ V.
<br />IW4.
<br />�
<br />I
<br />�
<br />5GI - t 3?O' -
<br />�-� f
<br />' '
<br />� o 1/4, III
<br />- 1,30* -
<br />- I.
<br />I ) 1.230,
<br />, I 3�0' - I I 500*
<br />I I . . .
<br />�
<br />.374;L
<br />IW-+ _� .1255' ,. 19 MOQUE 0 6 1/4'
<br />- ,.lOo- I WE
<br />1 i *,.. -- � V " —'I'r, 0.6c)
<br />rptt . �
<br />I I
<br />'
<br />.7 11 I
<br />el
<br />4 ' "'
<br />'
<br />"
<br />D.. 4 - MR. INC.
<br />� I , �
<br />I �
<br />I I
<br />I I - I
<br />h
<br />(C) i - '..., , 3.375* ,
<br />I �1
<br />- .
<br />-4 1 I.
<br />.oar - - - .
<br />I. 'S�
<br />. 1671 +�
<br />I�
<br />,i HEMMED
<br />EDGE
<br />OALVN*= Stm
<br />,
<br />, " - 21 .
<br />TYP .084'
<br />. .
<br />n
<br />,p
<br />%. tow
<br />t
<br />cow so
<br />Humm 2 125*
<br />- 00CIA& A
<br />C-60 U" as
<br />,7-
<br />I
<br />I
<br />0
<br />_�____
<br />11 Get . --I -1",--j 125'
<br />__(`TYP,� ilyp.)
<br />(D STORM PAKL I - -
<br />� (I �
<br />� __.. ,7__j__-_, I !
<br />,
<br />_ . .
<br />375
<br />I
<br />,� - 1,354, -
<br />I m.-
<br />PANELS SNIU K INVALL13) ALORTS
<br />FROM ar To RKINT W/ 1/1' i.1A
<br />At DID AT LEFT INDE OF PAM
<br />_ __ - 2 OOD' -
<br />- 2.387* - - -
<br />(�) 'No HEADER (�)
<br />NEW TRACK (�) ANQJ1 YATH STUD
<br />11 � 4""
<br />I .
<br />� w up FOGE
<br />PAWL
<br />0024- (VIIIJ
<br />�'., �.., ,
<br />Amot � DID, LEO , 11
<br />W/ WINING, fm > "-I � �_
<br />�
<br />toos,
<br />I .
<br />I'. : #270 .
<br />' - "JAEL
<br />4 '
<br />GALVANM STEEL
<br />I
<br />. I 0
<br />I I
<br />". "�z
<br />-
<br />� I - - - , ,
<br />1_1_;`l� �,,<, - � � I
<br />-1.1 �� ,��
<br />//.
<br />- I
<br />In", 0.7m, 0
<br />.
<br />I - I - __ ?Do.
<br />I -
<br />� .,
<br />'
<br />,
<br />.,�
<br />� - I
<br />* 1, fl_"-�
<br />C,11.�
<br />- 2 "I'
<br />,� , ��:����
<br />D.M1
<br />- "Dae"� -,
<br />/
<br />1 407* ..
<br />.
<br />E
<br />.6268
<br />0 -T.''
<br />, .
<br /> - r - � 042701.
<br />. , 0.250-0
<br />..�5_ i -- I
<br />I .. I
<br />"I
<br />,- 2.250'
<br />- - -_
<br />I �oo-
<br />- I 1;
<br />WMETRIC VIEW DETAIL A .133.1 �_ i, I
<br />71
<br />-1 -I
<br />-
<br />111. PANEL
<br />.
<br />.
<br />�W&25"
<br />��: -
<br />� OR (y)
<br />11:)
<br />4
<br />.. T ROUNDED CORNER 0 ENDS OF
<br />PARECS ,.-.am,
<br />.,
<br />;
<br />-1
<br />END UP W/ HEMMED EDGE
<br />7-2,379' - (nts)
<br />.
<br />I -
<br />375, 1
<br />-----.-r1— � Worpow
<br />2i;
<br />A[rA&J
<br />3 750' 072,
<br />I
<br />2_SOO* a I 1067'
<br />.091 ("'PL) -71 11�0.
<br />U.-A 1
<br />(�) KEY HOIX WASHIM
<br />JOS-4154 ALUM ALLOY
<br />f EDGE or PANE,
<br />(1) ML
<br />- 750- -
<br />I
<br />2112 ,
<br />. Iw � -
<br />I
<br />L
<br />4 1 w SEE SHEET a "m ADOFMOWA
<br />.913' LIMITATIONS IF SAM Laman, is I J-.
<br />I �:
<br />I ,�
<br />2'i:�
<br />i - �0111' ,
<br />I 250' ; 75 . (�)
<br />; - ,
<br />. , _1 L _.. , . -
<br />I "
<br />,.a pr
<br />- - 12V
<br />4
<br />L_ ONLY INS) FOR OVALLAY04 Ono
<br />WOOD, SIRUCTURIC,
<br />.� "Im.
<br />.
<br />37 5o*
<br />- ,or
<br />. I
<br />� 125' 2
<br />Coo , A tow,
<br />LI
<br />1
<br />- - 2 5441'
<br />- -Ile - -.050*0
<br />0
<br />LI - - __ __2!: )I
<br />I 11.
<br />2150*
<br />. -
<br />I
<br />I
<br />I
<br />(Tw )
<br />I
<br />- - I"Mm to S, MO. -- - -
<br />�
<br />O�SLEEVE I* MAX,
<br />- 2000, -
<br />I
<br />LENGTH *
<br />(@ Am=
<br />(9 oil
<br />TRACK @
<br />PANEL MANGE
<br />M4'
<br />I
<br />6.
<br />- ,. NO P-7111 ALLOY
<br />__ 3000* ,IiK�__` .
<br />, �aoo
<br />. I .. I
<br />4 -
<br />_1� �`o .470' . .275*
<br />, ___ I
<br />"'A"01.7"'It
<br />,00, Jk To
<br />III "
<br />4 '� - - - -��
<br />.002" A ...
<br />. 4P ,�,'.E�J�r
<br />min 7- 1 �_ y -
<br />I : ��
<br />: No. 44167
<br />(USE ONLY
<br />SYSTEM)
<br />(I 1/40 WIDE)
<br />FOR E-Z HANG STORM PANEL
<br />60,53-16 ALUM. ALLOY
<br />1.671,
<br />Zone- ',,4 o %, I " -`0,__-
<br />I-
<br />123' _. . iN, .
<br />i.
<br />2 7' ', .
<br />.\
<br />!� � JR." *
<br />1. fi,)
<br />FLORIDA BILALDING CODE (Mon Wall Volmity Hu one Zone)
<br />MTEM INC. FJ`
<br />24 CAGE CALVANIZED STEEL STORM PANEL
<br />I
<br />I Ole' ,
<br />� -1 I
<br />: ,m; I.. 2.0, -t . .
<br />' I
<br />- 1S *.. STATE 17
<br />0%� W,
<br />� 2.DW- -
<br />._ . SEC SECTORS
<br />I i- --I- 1,
<br />3w
<br />- '250 _ *� .. .
<br />"
<br />MIN ,�_:�o . , V'ei..�
<br />. \
<br />�
<br />11LIECO.. GLOM
<br />07/31/�
<br />PROTECTION PRODUCM U.C. mr-
<br />4= S.W. 51 STREET
<br />@ BUILD -OUT
<br />or (R BUILD -OUT NEW TRACK @ & (R WASHIERIED
<br />,
<br />" / Y.
<br />.
<br />WINIGNUT ,
<br />WTI
<br />- - lujoItIm - ANNA, . NO,
<br />.,.. '46 -
<br />- I I 0 -I",
<br />-%.—
<br />CA-OMII
<br />PHIIII (04 � M IMIN)NIM-411F7 20
<br />I= U3%4 -175
<br />-------- OMNWNG -
<br />- - i - (
<br />TRACK ANGLE
<br />(ZA" 3 ALLOY)
<br />- -
<br />NALTION A Tw .4iL
<br />- -
<br />! i 19 " ow a of 19
<br />. I I I -
<br />I
<br />—
<br />INSTALLATION QUAILS FOR REGULAR PANEL d)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />ALTERNATE CONCRETT
<br />ANCHORS LOCA?
<br />CONCRETE ANCHORS .1 (ur SCHEDULE ON EXISTING POURED CONCRETE
<br />(SEE SCHEDULE ON , Cxww. POURED Comcmrn SHELI 9 THROUGH 10)
<br />. , on OOMMF BUICK
<br />SHEETS 9 THROUGH lai OR CONCRETE BLOCK *EQLMO. "I .
<br />REQUIRED
<br />+I; _ATFRKATT LES
<br />- - Ca, , LOCATION CONCRETE AAACHM Y'� �
<br />CONC== " �
<br />,
<br />EXISTING POURED - , I 1.�': (SE, "
<br />� �14;1 /
<br />CONCRETE REOLMO ,`ll 11 -
<br />1 - -
<br />I. $HEM 2 THINDuI IW,, I (2D
<br />". I .-- I
<br />I . -
<br />4 14.1 _ '. - No womm -M
<br />�w _,_ - � ;g , r- -4 - I '
<br />I - m ,
<br />" "_
<br />"', .,�'Z,`, ; - ._ T . Pit= "M imm do ,
<br />jl/d ,�_ _ji/4'
<br />""'z"", "
<br />. � ".gaw &I. .a W/ " . ��
<br />� `�'��
<br />---- MAX - CXCY , - - ". . MAX
<br />- & Is 1/2' O.0 - - -
<br />f I I I
<br />I ( =O." � " * � - - -
<br />WE t ,,,,,,,�-�',
<br />4 ,
<br />SHEETS 9 THROUCH 10) I LD
<br />i _01, ,;� . , �
<br />- : �; " : w . ,
<br />(�)- '_'.,'� `,��11'11;,
<br />I
<br />" " , oz -,'111 ,�� . 11 ;:," V Mm
<br />: I r.b. . ,,,
<br />I � ", " :�,-_
<br />wl I PANEL LENGTH
<br />: I I �,;��'. ., I
<br />IL
<br />.
<br />E . , ; . r (SEE SCHEDULE
<br />V,=Lj I C, � E.U. ';:,>', f* I I ON SHEET 3
<br />I
<br />". 4 11 I . I Ion. I � 1, .
<br />I I - I � SEPARATION
<br />I. i � 0 0
<br />'It I � : TO CLASS, .
<br />I . , I apswom
<br />� SCHEDULE
<br />I in ON TO GLASS /.`�?W* (SEE
<br />0�. a a To w
<br />I ==11,L .1 *0 Mo., (SEC SCHEDULE ON i I 1 ON SWEET 3) . SPAM
<br />I 11 I PANEL LENGTH SHEET 3) 1 ` ivwo 1, III I __ -t- V &RE no Mom.
<br />I IV No
<br />ul-n
<br />�� I
<br />-, , � : awm am r-oll
<br />.1 � (SEE SCHICOULL I = OZ PANEL LENGTH I '.
<br />L
<br />- -
<br />i ON SHEET 3) 1 1 1 (SEE SCHEDULE I I I
<br />IX I
<br />I -1
<br />11
<br />I I
<br />SEPARATION I � ON SHEET 3)
<br />- : ZAIV� I
<br />TO GLASL . .249 ,
<br />" 01
<br />1 (SEE SCHEDULE I � - - - t ��_ 1k - � I . I
<br />so% I . 1,r - I ____ , - . -.-I.- .1.
<br />: ; - (�)
<br />ON 94M 3)
<br />OF *L .,; ��fl�,�,�,`_�,� .1 1. 1, .
<br />MAX : MAX, I.m;`,-,, : Cl)
<br />4 1 r� � :;�: -,
<br />', I 11�' ,� �."�,'�� 11
<br />� , ,,�, I ,`111r�', I 1
<br />I i . .1 - . � -,�,,�
<br />40 4 `;,,,,,��! we
<br />,
<br />,O : E D I ,
<br />-Ilr O,C. � 11'�,�,��1�1.1 - I I D ." - ,SPACER _ or 'Ll
<br />: ! IS , - : UNGTH ;
<br />, I if I" , MAX !
<br />"
<br />I �,�!� 1 ,jr , ", I
<br />, i..,
<br />II I . . . . . . . . I .�
<br />.
<br />I _j , ,-�5,�; ��, I . . . . . . —
<br />I I I : �
<br />f " ------- �
<br />:
<br />f W. :�'A
<br />,., 1__
<br />, C -
<br />"
<br />" '�: CONCRETE ANCH ,I IF CONCRETE ANCHORS I
<br />Lj.'�'.�:�Z��;,�� , , , , I I
<br />�!, - " (SEE SCHEDULE ,,� -.:, (SEE SCHEDULE ON .:
<br />POLLWE L.,�,�,�, ,
<br />6
<br />"" , ,
<br />. �� , � , " I I ) , � 2 1/8' IONIC MAX. ALUMO OJW
<br />CONCRETE ��_ I L-:��Z'�`� ,',,�� EDGE OF OALL R SLAS SHEETS- I T40OUGH 10) , SHEETS 0 THROWN to) I
<br />V I'll, G �
<br />RECANTED , 09 SPACERS 0 O,C VALID FOR
<br />(ALI. CONDITION) �_ :. -
<br />5/4- 11 POURED CONCRETE &IX'
<br />ALA. DESIGN vw,kwiz
<br />"I., � WSCZ. BLOCK LXW04 POURED CONCRETE LENGTHS PER WET 3.
<br />C130CRM ANCHORS � 1: I:, "I ALOUM, OR CONCRETE BLOCK
<br />(ME SCHEDULE ON �.,, �! I Rr4mm � CA� I* MAX, LONG ALUMINUM SPACE" 0
<br />1�.111
<br />to - - - E b. - 12 1/2* OIC. (SIX TABLE 01 ON
<br />SHEETS 9 THROUGH )
<br />SHEETS 9 A 10)
<br />CEILING 61.1 COR MOUNTING BUILDiffi IOINTING WALL MOUNTING 401 WSPACIERS (M OR Q%
<br />3LGIIQK-2 K&M _w
<br />SSI 318-1 $ME 3/8-1* WALE 3/a.1-
<br />oe"11,110111001,
<br />IlL. To .%,
<br />"O
<br />- �1/p
<br />lrp�"
<br />Np
<br />FLORIDA BUILDING CODE (Mon Nwigh Velocity Hu loarle, Zang)
<br />f1p.
<br />a : No. 44167 '. I Om ILRM M 24 GAGE GALVANIZED STEEL STORM PAWL
<br />DAMON w
<br />1,� III, .*!
<br />. olim/woo,
<br />NOTE FOR COMENbj&DM_ff._-&CClQi6; !- '. 7§�,�_-�_ wa
<br />E.D. - EDOE DISTANCE ... STATE Ot' I GLOM PROTECTION PRW=, LLC.
<br />. C/1'. , Z.��� .m " $1 STIVICY
<br />(SEE SCHEDULE ON 11 . .,ZORIDV-�.� * ,z -
<br />70P & BOTTOM MOUNTINGS CAN BE . - , ;!!�-49"W"""W"'
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<br />I L I . . * 4,/v Im - m 11� � - -, k �
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<br />�, 4, I , li " . I " � - LL I 11 V m
<br />CA, 1. 1 � " 1 _T
<br />I I ,, � - I
<br />ER I , . , , : � � . I I - - � t PANEL LENGTH
<br />wow R" . �, " : C2) wow ANCHORS - I =111� �_ I (liff SCHEDULE
<br />REQUI ED I'll w - . .- . I I I
<br />I . 11, I (SEE SCHEDULE ON � 1� � I I I I _'YA_= �� �� ... L�, ,
<br />L . 1/,. swrr 11) I , V I . 11�= at L I __ '.. ON ,
<br />. : I. ,a MAX. , , Q - 0 - t i � 7 r-,Wj ji -1 _ I .. ,&,e
<br />. mgp� -
<br />I I 1/2' SPACER.
<br />'. LL -1 I I � - Cl) OF Ir
<br />I I I MAX.
<br />r .. I L
<br />r � 6 *000 HEADER _ , -
<br />�
<br />I i I REQUIRED I I ED' ,. i: - 1
<br />�, : I L . L
<br />I 11 . . �, " _ _ " .r ....... � I !
<br />I . , . I _ - �,�7 1
<br />� �:
<br />11 .. . : 1 10 ED I z , : I
<br />I
<br />- I , I - : .6 I � . , , , , . , ., , � - A- - I
<br />I I � 1 � . . � I � 0 I' -. LONG AL- SPACERS, 0 12 I/?-
<br />! 0 C (SEE TABLE #I ON IMECT I 1.)
<br />I kb,. 1 'Cl I .'I L rf NOTE - WGIN I'M LIMITATIONS FOR
<br />I 5 1. I ,� � '' , I - LONG SLEENTS
<br />EPAMIM I 'L* MAX, 11 PAMEL MAX � 1 1/2
<br />I_ (SET 5CHEDI LOM
<br />10 GLASS I PANEL aN4N I (SEE SCHEOLAT L ' �
<br />11 ON .SHEET 3) : ,� (SEE SCHEDULE I . I I ' - PAWL MATE tENIALF ID OR PANEL MATE
<br />I I . ON %III 3) 9 , ON SHEET 3) �
<br />_,:� I I PLUS (SEE SCHEDULC ON SHEET I 1)
<br />. I �
<br />I & IN wo .1 , . I I
<br />, V I . I w.. ! .- i
<br />I r wnxma I SEPARATION
<br />I To :
<br />EXISTING ,I " - L I WWPM OAR r-n EXISTING ,= 2'X4* WOW I
<br />___1 . I—) PLATT RECRAIRED
<br />GLASS I I I GLASS [IsEr I -.0 I
<br />I � I I ON ImEr 3) -, DIRECT mom W/ SPACER 6
<br />[7 ' 'AL I * ;
<br />I I- I : L L 174 SCALE 3/8.$-
<br />1 i ( D, -�] - D.C. III
<br />- SEE TA81E
<br />I 1 5ox 1 L F, " 11 6 12 1/2 AX JI. ON SHEET I I FOR MAX, PANEL LENGTHS &
<br />I I Or IL I - "f I DESIGN L04S FOR THIS INSTALLATION.
<br />I F.- 1 C4 MAX. ED I I .. I
<br />- r 7 . I I , - Koc�� � , I I
<br />I , " 0 12 1/2' 0 C ! -6 1 . __j
<br />- 4 1 �L, -_ ' I , .
<br />� I � I --'--'-- - ------- ---. -_ --- �
<br />TO , - �, 11 I i
<br />I . ;
<br />�. . - .am" !4 _- I I ..� 1: wow ANCHORS ** mm I
<br />� - . . .1 - f L 1 , , I STAGGERED W/ STUD I
<br />I I , , I . I i ; (SEE SCHEDULE ON SINCER 2A W RE I Ilr UING r
<br />- _ - -- 1_! . I I
<br />. . � ;, � L SHCr1 I 1) (1) PKL%Lam Is I*= To A Ow sm" &*Am= wm "17-0 . I
<br />m mm" ION ART
<br />2*.4 - WOOD . I � . I : _(4) *1111m. � 1'. . NEW. Am =XY =11row *"311). 1
<br />REOU1110 � - , I :1 , _ mukm MEW" .
<br />PLATE � 1:j WOOD ANCHORS " MR. samownum To QLAss mism"D I i ; , , ','� . .4" *Mo
<br />I . I STAGGERED A/ STU - As I � ,E) =Im.4-=.: I mN.,TE.,�7,-.. Go I
<br />I I (SEE am SHEET a Not WE mxm To 1/6 , " �
<br />: SCHIEbutr (Mo LONG AS RIE :TRUNWNG conalloot ABC I _ ' L. - - - 1. PLATT REQUIRED
<br />. I SHEET 11) compLa oft I Clift 4 A fAUMNMM FROM It %1r " WAI" MIXING) 04 I
<br />L I I (t) NOR" ASO CUM 19 I i PM 61
<br />L PA*M 6 -ft -44 � �t � ! (3) wx at *m on" uDow Is Lam IQ 011* AT I
<br />1. J I ANY ""
<br />_L L I . (1) wjmw sTow vNift LENGTH 4 WALL MOU PE51 MOUNT I ="" ion" &Lam OR i
<br />w smw Ill,
<br />I AILTEARMAT41 2W (4) I I/r LONG W*= MPOMM &A MOLL K AS S*D= ON I
<br />go I (s) snow PANEL. mwumm a I SCALE 3/0-1- i TRw4==w I �
<br />" wo Aw carm wow mom WILL. 1. 2 g um whomm &A n ONLY
<br />ALM&TWIVE 1w I IAW 3 As oulmm or MON
<br />i i I c-ism so-w" Am THE 2= CTW, gm"I or THE now
<br />WALE 3/8-1- ; (4) You* asur ran olis 1 eLkwo cow
<br />i� . I A, 3 PIM AM C i
<br />i , "mom I
<br />A. --_'_ -.-- ---'-'-'L ... � ___J
<br />......
<br />....... .....
<br />. ..
<br />..� ou %. FLORIDA BUILDING CODE (Mon High ftloclty Hur cons Zone)
<br />NQM_Fog COMBINATION OF SECTION ; I INSTALLATION ARE ONLY VALID FOR MAX. ASO. * .1 No. 44167 ". I wm r4nm ". 24 WM GALVAHM STEEL STORM PANEL r .
<br />DESIGN PRESSURE RATING (p.t.f) AND PANEL LENGTHS :
<br />TOP & BOTTOM MOUMTiNOS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR z ; 111, . � In,
<br />. , * -
<br />" 1' . DATE
<br />COMBINED IN ANY WAY To suly ANY ALTERNATE 2W') ,% STATE O'!E) �j 11LIECOmIc. GLOUL PROTEMON PRODUCTS. Ur- "'"'""
<br />INSIALLATION. X� ORIDI-.'" - — OFART .m So. s, snw
<br /> w I - am. rL m.
<br />dosw -A - .. J
<br />1 2 FOR NEW WOOD FRAME CONSTRUCTION; WOOD "A.H.140 - .11 � M4)M-7M. fW (vm)ok-am 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC N � it .AJ - .wj:,�r IM.1 "N000 Too
<br />I DENSITY OF 0.55 OR EOUAL. I I 1 No "'Al PM _ WA"$g No,
<br />.wwwwwaumEmAlt !, .. .
<br />.
<br />I --- ______ . .�Z- TRI . ""', - I i . I I � 4 OF 11 I
<br />I I
<br />_ --- _ ---------.-
<br />GENERAL NOTES
<br />fc) 19.1XISDII12-024--mn, Sf%IXK- wkw0_fi_�_Q.%1jwj
<br />���II�� A.jt�Mlj-m DMIN'ElINT CP ED.) KOS SEEM VERWIED FOR COMPLIANCE ft ACCORDANCE 1/4"O TAPICOM ANCHORS, AS MAWAClURFD BY I I W SUMOEX. INC
<br />WITH NIE 2020 (7th EDITION) Of THE FLORIDA SUILDINK. COVE, THIS STORM PANID. 94ALI NOT RE INSTALLED At HIGH - 114-10 PAMICIMATE FTMALE 0 AND PAMELMATE PLUS ANICHOIRS . AS MANUFACTURED BY CLOG CONSTRUCTKIN POOOUCTS�
<br />VELOCITY HURRICANE ZONES
<br />DOSIGIN WIND ,�GAGS SNALI S�IAMI-DAIOIE / "MARV COUNTIES) - 1/4-0 LAC, Salm PER mm�s
<br />DIETERMINCO AS PER SECTION 1600 OF THE AWK MENTIONED CODE FOR A BA7AC WIND - 7/16'0 . 5/8* WOOD PUSHING. AS DISTRIBUTED BY ,ILL POINT SCREW. 0I & SPECIALTY CO
<br />SPEED AS RCQUIRED By THE "ISIDICTICIN WHERE STORM PANEL WILL BE 14PALal). AM FOR A D11MVIONAXY FACTOR
<br />KD-Oft USING ASU 1-16 AND SHALL NO OCEED THE MAXIMUM �kSD) DESIGN PRESSURE PA71NOS INDICATED ON SHE m, C 1) MINIMUM T"READIED PENETRATION INTO WOOD OF IAPCOM ANCHORS SHAU. BE I 1/2' AND 2' Volt Ft CO PAWLMATE PLUS
<br />3. 9 THIRD 12 4, 17, I$ AND FAMMANNUIC FEMALE IO
<br />in ORDER to VERITY THE ABOVE CONDITION, ULTIMATE DEVGM WHO LOADS DEIEFUNTO PER AWE 7-16 SHALL BE FIRST
<br />REDUCED to A.S D 01-VGN PRESSURE RATING BY MULTIPLYING THEM BY 0 6 IN ORDER TO COMPARE THESE W/ MO (A.S D) C2) MINIMUM NRFADCD PCWTVATION Or L4C SCREW, INTO THE WOW FRAME UNIT SHALL. BE I 1/2' NO THREADED
<br />DES" PRCSSURC WINDS INDICATED ON SHEETS 3, 0 NRU 12 & 17. 1111 PENCIINATION INTO STUCCO SHALL K CONSIDERED AS PART OF INC REQUIRED THREADED PCWIflAnON
<br />IN ON" TO VERIFY THAT ANCHORS ON THIS P.LD AS TESTED WERE NOT OVER *-IN SO, A 131 INCRICkSE #4 AUO*Alkfi
<br />STRESS FOR WIND LOADS WAS j= USED IN THEIR ANALYSIS FASTENM SPACING TO WOOD HAS BEEN OrTERMINFID IN C 3) UININUM EDGE DISTANCE OF LAC SCREIRS INTO *000 SHALL BE AS INDICATED N THIS DRAWING
<br />4 M. '
<br />SIORM PANEI'S ADEOUA`_1 104 IMPACT 00 WOO RESISTANCE HAS BEEN Y13brIED .4 ACCORDANCE VAN SECTION 160.1.2 OF C.4) M040LAM PENETRATION OF *Ono BUSHING SHALL BE 5/9' 1/4' 0-20 SCREWS USED SHAU K 1 1/2* LUNG MINIMUM
<br />INC . MENTIONED CCIOC AS PER AhIERICAM TEST LAS OF SOUN FLORIDA REPORTS, 00614 01 -01 AND #0212.02 -09� AS SHOULD SfX0 EXIST, AND I' SAMOAN! FOR WALLS VAIN NO STUCCO
<br />PER SSM 12-011 & ASTM C 3M-02 STANDARDS, AND AMERICAN TESTING LAN SOUTH FLOR03A REPORT $1 1 2301-10 AS PER ___1
<br />1AS-ZOI AND TAS-2W PPOTOCOLS. AM AS PER CALCULATIONS PERFORMICI. IN A"ORoXNNX W/ ST"am 1604 or THE C5) 04 CAW 41AT PRECAST STONE. 00 PRECAST CONCTWIT PANELS. STUCCO ON *ODD BOARDS K FOIAND ON THE EXISTIM0
<br />r WALL� ANCHORS SHALL SIT LOW ENOUGH 70 REACH THE MAIN STRVCTURE BENNO SUCH PANCILS
<br />kop"OA 9L41.0m CoCC ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) & CA) %
<br />2� ALL ALUMUNUNI EXTRLISIONS 10 AL SOU-76 AUDY A04D TEMPER (UNLESS OTHERINISC MOTTO) SEE SITE 2 (0) ANCHORS SHALL ft INSTALLED rOLLO"MU ALL O� THE RECOMIALMIDAHONli AND SPECIFICATIONS OF INC ANCHOR'S MANOF&I'VITIR (1110,
<br />3 AIL ALUMINUM SHEET METAL USED AT SLM, HIS 5Hki JWT 3IQ!),-Hi4 ALLOY 0 PAWLS MAY ALSO BE INSTALLED HOPOZONIAUV fOLtOWING )NSTALLATION DETAILS SHOWN ON SECTION I THROUGH IS (Sptcys 4 ew 00
<br />4 ALI STEEL 5.EfT METAL PAWLS SHALL NANA SIRL)VURAL, QUALMY SICa. AWN A-653 GRACE 80 MORWM. 0-60 rALVANIZED TUROUGH 5) CYCEII TNAT WAOCR50 k(D SI%ALL NOT RE U50, . ,d
<br />SICIL 017SIGNAION W/FY- 922 Kai (AnFR ROLLED). V ft SHALL Or THE RESPONSIBILITY OF THE CONTRACTOR TO YCRI INC SOUNDNESS or INC STRUCTURE YNIM SWnEp IS TO BE
<br />5 ALL sMw% to RE STAINLESS STEEL j" op jtfi MSj srWEs OR CORROSION ItESISTANT, CoXiEt) CARBON STEEL AS PER INN ATrACHED TV WISURC PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY K ATTACHED TO CONCRETE. BLOCK 09 wow mm A
<br />5M;83W/ 50 "; YdELU STRENGTH MO " kv TENSILE STRENGTH AND SHALL COMPLY III/ FLORIDA PLACING Com SECTION BUILDINGS, �a
<br />241 3.4 10 004 RECULAR STORM PANE� WIN LENOtHIS OVER W, As PER SECTIONS 1, 2. 4. 5. a AND ALTERNATIVES m So & 4W ON
<br />SHEETS 4. S. 6 Ar 7 RESPECTIVELY. SHALL HAVE A LEGat MO READILY VISIBLE MARKING INSTRUCTING OWI 04 TILIVINI TO
<br />II 90i.rS TO K ASTU A- 307 GALVANIZED STEEL Oft AISI 304 SERIES STAIMLES5 SlItti., VAN A III MINIMUM YCILD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT O~ FICANCOS, OF HURRICANE WARNING
<br />? ANCHORS 10 WALL SHALL tif AS FOLLOWS 11 THE INSTALLATION CONTRACTOR I% to SEAL/CAULK ALI. SHUIILR COMPONENT EVAS WACIH REMAIN IN CONTINUOUS CONTACI WITH
<br />(A) M_ THE BUILDING TO PREVENT WIMID/PAN INTRUSION
<br />- i 1, NAWF klftD BY IJ W. BUILD17k INC (Min, 04127 11 2-0 12 STORM PAWL INSTALLATION SHALL COMPLY WIN SPECS INDICATED IN THIS DRAWING PLUS ANY OUKUXMG AND ZONING RECULAIIONS
<br />1/4' It . 7/0* CALK -IN ANCHORS, AS MANUFACTUMED By ISEVA0 INC PROVIDED BY T14E jLWSDmCiON WHEK PERMIT! IS APPLIED To
<br />- 1/4' A � 314' SOLID -Sr ANCHORS. AS DISTROUIT.1) BY Ail POINT SCIRM. BUT A SPECLkTV CO
<br />(MI. _3000 P'...) IN (a) THIS PRODUCT CYAUJARON DOCUMENT (PED) PREPARED In THIS ENGINCCIP IS GENERIC AMC DOES NOT FIRCIVITAL INFORMATION
<br />- 114-10 PAMEtMA7r FEMALE 0 e, PANEUMATIE PLUS ANCHORS, AS MANUFACTURED 8V EICO CONSIMICIM PROCIUM FOR A SITE SPECIFIC PRIGUEDT. , o WHERE THE SITE CONWICMS DEVIATE FROM THE P ED 1
<br />- ,/4"* 1AMAr MAXIM ANCHORS, AS MANUFACTURED BY DIEWALT. -%C (III CONTRACTOR TO RE RIESPONSIBILE " THE SELECTION. PURCHASA AND INSTALLATION INCLUDING LIFE SATIETY Of THIS PRODUCT
<br />A 1) MINIMUM EMPIEUMENt OF UPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4o. 2* FOR FLCO PANELMAtE AND BAMD ON THIS PID PROVIDED HV/SML DOES NOT DEVIATT FROM THE CONEIVIONS DETAILED ON THIS, DUCUMINIT
<br />1 3/4' FOR ZAVAC NAIUN ANCHORS CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S FIESPONSSUP
<br />k2) CALK-44 & SOUI ANCHOWL SNAIL IN LMC1EDCfD 1/6' INTO THE POUNILD CONKRIETE NO CUBED" IWTO (0 THIS PRODUCT EVALUATION OCCUXENT WILL K COkS*EM gWAuO if moprim
<br />ITUCCO, SHAU. BE PEFLOT?tu 1/4* 0-20 $CREWS USED SHALL RE 1 1/2* LONG Wmmtjw SHOULD STQCCO tw� (dI SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A RDRIOA REGISTERED ENGINEER OR ARICHIF11171 *Nick WILL. ercomf tw, (
<br />MO I' WNMWM FOR WALLS WIN NO STUCCO, AND MAY BE KE40ED SCREWS UK ALI THREADED SCRCW5 W/n WAD. ENGINEER OF RECORD CC O.N) FOR THE P%�ECT AMC WHO WILL ft RESPONSIBLE FOR INC
<br />BUT WITH WIND NUTS PROPO4 USE OF THE P E 0 ENIGINEIR Of. ECORD. ACTING AS A IXLMVED ENGINEER TO THE
<br />PC D ENGIIIIIIER, SHAJ.L SUBMIT 10 THIS LATTER THE SIR SPECIFIC DRAWINGS FOR KEY".
<br />A-1) IN CASIE NAT PRECAST STORE. PRtCAS1 CONCRETE PANELS. PAVERS. StUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTWIC WALL OR FLOOR. AWHOn SHN A BE LONG DOUC,41 TO REACH NL MAN STRUCTURE BEHIND SUCH PANELS (.) THIS P.C.0 SHALL KAN THE DAIL AND ONIGINAL SEAL AND SIGNAIURE IV THE PROFESSIONA4
<br />AW-HORAM SHALL BE AS UENTIONED in A 1) AND IN A 2). ENGINEER OF RECORD THAT PREPARED Ft
<br />(0) TQ_L1=K.LQN1CRM &DGK.W.%.L ASrW_C_-A 1. SkLm MANUFACTUMER'S LABEL SHALL BE LOCATIEZ ON A REMALY VISIBUE LOCATION AT STORM
<br />. 1/4- 0 TAIPCON ANCHORS AS MAMUIFACIVREO BY I I W RUNIDEX. thlt PAWL SHUITIER in ACCORDAMCC WITH SECTION 170992 OF FLORIDA BUILDM CODE ONE LABEL
<br />- 1/4" & . 7/8* CALK -IN ANCHOR%. A' MANUFACTURED BY DENALI, W S94LL BE PLACED rOR EYERY OPENING LABOLINO To COMPLT WIN SECTION 1709OL3 OF THE
<br />- ;/4 . 0 X 3/4' SOUG-SET ANCHORS, A$ DISTRIBUTED BY ALL POINI SCREW. 9OLI A SPECIALTY CO FLORIDA BUILDING CODE
<br />- 14. 10 PAWtMATE FEMALE to AND PAMELMATr ftUS ANCHORS, AS MANUFACTURED I" ELCO CON91RUCTION P IRUO
<br />-
<br />- 1/4' 0 7AMAC NAJUN ANCHORS. AS VANU1AC;1JRED BY DENALI. INC " P IN5M, �. - W/11�
<br />`,�` � 11
<br />. ,
<br />0 I) MINIMUM EMOLUMENT OF 1APCO" ANCHM. FICCI PANCIAIAtICS AND ZAMAC NNON ANCHOR. INTO HNI, ocmsN
<br />BLOCK UNIT SHALL at I i/4' I .1. �" FLORIDA BUILD114G CODE (Mw Nigh Volocltyy Hu cone Zono)f
<br />: *. oWNO %F= w Cl�
<br />;
<br />40 �61 .
<br />0.2) CAUl-,N At SOLO -Sr ANCHORS SKMi K CM5EDDFD 7/6* INTO THE CONCACTE OLOCA UNIT NO 'Em %,44 7 � . 1 24 GAGE GALVAMO STEEL STORM PANEL NWWH ft
<br />SIUCCO SHNA 13E PERMITTED 1/4' 020 SCRM USED SHALi. BE 1 1/2' LONG MINIMUM S�WUD T rxjsl� * - -
<br />'fP A - `711LIECO.mir \ — -_ - W/-/�
<br />AND I' MINIMUM FOR WALLS WIN NO STUCCO %. STATRI . . I / I GLOUL PROTECTION PRODUCTS. U.C. OUP
<br />i, *:I'*,. 1`1 .
<br />. . - -
<br />B.,N) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR *000 99I K F . - ORI ` - ",�" a tImpompioa .m .. I V.w
<br />DrISTINC. WALL ANCHORS SHALL BE LONG FNOUGM TO REACH INIE MAIN STRUCIVRF BEHIND !VAMJCk , . .. . I.P.1.2 - - TWWL I MI.O.,)", 20-175
<br />�� - � OWN. qeft_� 'a
<br />ANCHORACIE SKNU. BE AS WENCIONED th 8 1) AND N 8.2) f16�i ..." C,oXWI1 IS 1 31n,ft ONNOM .
<br />- 1 - 1L.. 1 -
<br />'404011 -X aft/wowaxvwl OWIP Az .I. It , I " , P" 14tt I IN Is
<br />____ _____,__._ FLINCA Lit A IF � I I I , i "I I
<br />.
<br />INSTALLATION DETAILS FOR REGULAR PANE
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />POURED CONCRETE - CONCRETE
<br />. I MRIFTE IlLm 97 0=10MOCK
<br />- Reou"m
<br />, RNTLIMED V, I
<br />.
<br />- ! ; A CONCRETE ANCHORS V, It-
<br />, ,
<br />I
<br />CONCRETE ANCHORS ., , - , I
<br />. I
<br />" �
<br />- _� 1", 1,�
<br />I
<br />(SEE SC44EOLU ON , (SEE SCHEDULE ON "
<br />SHEETS 9 THROWN 10) " , C21 SHEETS 9 THROUGH I., , EXISTING POURED
<br /> 20 CONCRETE OR
<br />I- - � I " I . ! - -.1 �� j CONCRETE: BLOCK , -
<br />� 1/1. REQUIRED. 03 ___; ..r
<br />Q6
<br />; 1/0 1 ,I/4' . �,
<br />�'?'i,�� I". . - I- - - - ____ �,�, MAX -1 CONCRETE ANCHORS .
<br />I I .,.�',.; -
<br />" �
<br />E_ t ,��,' ,C�. �'_` , i � ==' To . 0
<br />� ", I I , I I I .
<br />. � ,.gw I
<br />, �._ I "..; I I �1.
<br />"., , .
<br />:. �;_�,��-,,�,,,� , " I . I
<br />� e': , _ , �, .1�1.11' � .,� '. �, I ".. I 1)
<br />R .."1111 ��, ,� I�1� C -01 V E , �, �,
<br />i A - _ 10,
<br />; i , /�-
<br />T . - I IV,* - SA". - . .111�11'1 I �
<br />. 1. ,^--soil ".. . I -� "�
<br />,�Wi, a
<br />, I I � a , 11 I �11�',
<br />I
<br />; - ii,P Y' - - I s,16i . �c �
<br />I SEPARATION ' 0 11 SEPARATION I � on , NP PMU " I �
<br />L � " i
<br />1. __ TO CLAIM I (141 FOR NNIL TO CLAM. union am r4n I I I I
<br />umm am r-41 ,:" .�
<br />- !�i,r!�, �,,
<br />I A ; ;�� -,,�!,�.g,�, I
<br />EXI (!Wx scirmt V wo, (SET SCHLEDOU " � , 1
<br />..... "I'll.
<br />=--i ON %MEET 3) 1 I PANEL LENGTH "I ON SWITT 3) i I . I I
<br />, -OLnr Mo, SEPARATION m m.
<br />I I (SEE SENT IT I 'L" ma. 'I i PANEL LENGTH
<br />I I ON SHEET 3) a I PANEL LEMON -4 0 CLASS
<br />I . I (SEE SCHIOULC (SEC SCHEDULE : (SEC SCHEDULE
<br />-- � I ON SHEET 3) t.1-1 77' - I ON SHEET 3)
<br />(SEE ...=. , 'I 10�1 I I .A I
<br />SHEETS I THROW" 1p� I - cl) we ,C � I ,
<br />� ObOx . : �j EX i
<br />�� F *L I I
<br />1�, "'�,T I =4 ='-
<br />, ,Y�;%�.,,
<br />,_, ��,� I
<br />�� 11, .1 " 1 4. 1 km I 60% I
<br />,
<br />i T� . ��',,,'� 11, I or 'r . I I
<br />I'll , ", 1,� """ �_ � , ,."
<br />:: �� ,."," ., ., ,:,�� � - cu
<br />E.O. I , �,, I I I
<br />; v � ,,�.'� . � "? MAK, -, � , I
<br />. i W. ;:�11 I � I 4� .". I R,.��,,
<br />. .� - . , . " .111,;
<br />C � �m�ll �,, I I .� ", I .1 ' "I ;
<br />D L I I -I I I I E. )� ,: .�, , il, , ED. �,, �,�, I
<br />. .1 �,
<br />I � .,�, . ;�. ". �) I I&
<br />I --I-.j - .<,:�, I . . I
<br />" �,, I : I 1. � ".
<br />,�:111, - 7 ,."", ,.
<br />. , ""? EXISTING POURED - 11 I Oc ,L; , ; APPUCAGU)
<br />., ,
<br />- Ir �� � CONCREFF Opt " -11 101" Col"GRETIC ANCHORS ,
<br />, I 41.11 NO, .Vmm .w CONCRETE &am I ;
<br />.- '-S&"./mXF I - ,�,e�.,`
<br />_
<br />I ��, 1, ' REQUIRED. - 1 i . (SEE SCHDOW ON � ,. I
<br />'� @_ -40-4.1.- ',I' o'"OU M SMW CA 2 10) V
<br />I- � "' - --A I � , ,
<br />" t j,� - I- wil - I 1 IT4 oz. �1. � rl I IIHEETS , WHEN ,,, ;," .,
<br />`
<br />11, - - . ALTERNATE .,�', �,,. �.
<br />4 �, %,
<br />.4i. LEG LOCATION , , � �: " :611 _.N . COSTING POURED CONCRETE
<br />W . ARE USED a w/ WHI�4
<br />ALTERNATE CONCRETE ' = T PAWLAMITS OFT CONCRETE BLOCK
<br /> -11 COnC= CONCRETE CONCRETE ANCHORS � ARE USED. REQUIRED,
<br />ANCHORS DICK REQUIRED. STAGGERIM W/ STUD
<br />(SuSCHEDULE ON (SEE SCHEDULE ON
<br />SHEETS 9 THROUGH TO) SHEETS 9 THROUGH 10)
<br />sump -pia ,mpuwT,NG WA66 jQift WALL W)Uftj
<br />. . WNG I!
<br />SECTON4 MR%,; .J100ECT MOU
<br />SCALE 3/B. WALL 3/6-t-
<br />'0 ... tototlo"sfjto
<br />'. , ". �%�q
<br />" .
<br />. .
<br />. .
<br />- .. EN -. FLORIDA BUILDING CODE (Mon High Volealty Nu Icons Zone)l
<br />: . 0.44167 -` amoo xmc� oc, 24 CAGE QkVAWZEO STEEL STORII PANEL r.`
<br />. . 04-61
<br />2 * . - --- -_
<br />CO. - EDGE DISTANCE MM FOR N OF SLOM- I * .. * �_ : L 07/V/�
<br />'I GLOW PROTECTION PRODUM 11C. mm
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE s _q�-. STATE og ,�-. - 7:� � ow &W. 5 THIRTY
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY S00".. 1,01110"...* awl.,L'Al.
<br />JNSTAUATJON. -, .:,` PHONS, DIN)INW-75011L fAt (06)60-gm 20-175
<br />�'t .. � I -.I d.ww I- Owsm IN,
<br />I I, ',.;,',7,, 1-6-0 IV`--, i - - - WALTUI A. - I - i . I omw 4 ff m -
<br />I , 3 1 , E ,,,v i., it " F09 - 11 I
<br />I - I
<br />INSTALLATION DETAILS FOR REGULAR PAN L (f) INTO WOO
<br />,,
<br />.- � �,_ - .
<br />�
<br />,
<br />-
<br />. �
<br />I ALTD"Tt LEG
<br />4,.O* (I J I I � - - " ! I . . LOCATION
<br />WAM .Mx== , , I I . � �1�
<br />ADDOUACY OF EXISTING WOOD I I �� 1. , I . .
<br />KAM TO BE CENTIFIED BY .. , , : 1, . .�
<br />REGISTERED ENGINEER 00 Aq - C6 . �. , 1, * i�:
<br />ARCHITECT PRIOR TO SHUTTER """ . t ; � .�� ,, - .* - o! A 0
<br />01451ALIATION. I p , I ; I . -, ji , -
<br />. � r . ANENT ALTERNATE WOW AWN= ,�� , I I - I* MP,
<br />I ,, � r.,`C..HEDUu ON (SEE SCHEDULE ON 1; I _w ;9*.,* Rp so" WAD
<br />I . 1__ __� ' L _�_ - . 'S' "
<br />, , SWEET I 1) SHEET I 1) : _J�,.:r _ , , ,/4-Im.l. IS =.
<br />I . r- US , � . . _ :1� : � I In- . . __L_ � 7 a u I/r oz
<br />1 4
<br />1 , , , - � 4 1/0 WOW HEADER �, I I i 117- -, .1 _'. ____ .----
<br />I (D - I - I "' I REOUNKED , , - I - 7 sC:;10= �, I - A /,...mow I
<br />1w .0 - �
<br />EXIST G I 8, ,I I I I I I . I ; 0 :
<br />Wool) ANCHORS I I 1 6 1/4- ac
<br />11 i I (SEE SCHEDULE ON " - ' X 1�t.J �� �
<br />I � gem I 1) I . i
<br />I C .1, i Z, �
<br />,t
<br />1,CPAKr1;N TO I � . I"
<br />. 1 GLA.n 11 , I : - L - - - '� I
<br />ST ,�$
<br />NUE I rpl. j I --- I
<br />ON SHEET 3) A 0-E-A � Imin wLPRMAIIOM TO GLASS. 11.1 MAE
<br />I ,,A - " , - �
<br />I ==11_1I It" MAX I 11'r PANEL
<br />I . E�-o anvil
<br />, 1 46 , J WN (SET SCHEDULE
<br />I I - - , PARM amm" � =m airy-41 ON SHEET 3)
<br />1 (SEE SCHEDULE ,
<br />I --- �� �� I I I =W%i I - i I
<br />I - I - ON SHEET 3) 1 " I
<br />I I I I
<br />I - � I AV -- - - - I 1.
<br />I I - , __ - - .- .L� . .- "
<br />It (11) I , - f 01 , J.";L . ,
<br />I 1 50111; 11 ,
<br />I _� fo, OF ILI I I I j N I :
<br />I � _
<br />I (4 i , ! i - i
<br />I I 0 12 112- OC. : To , -- - - ,� � -
<br />I I , . - 1/2
<br />-0 FINISH, !_ - , q "
<br />I .: i 0 I e*-. ;�, * 0 C
<br />ALLOWED I I 1, I E I 0 . .- I ..-
<br />I , �L� � 9
<br />__ - I � . L I
<br />. I - WOOD PLAIT- ,
<br />- DECK REGIMtM QUIRED � ANCHORS
<br />� : . - - . , 4 , - 2,Xs" WOOD 2*.d' - I
<br />WOOD ANCHORS I r.00S.K.L. On
<br />HEDUUE 014 �, . I . . � Swr I 1)
<br />- - . -
<br />W. 1) - . - ::: __ - , . . , - I RE I , � ,�
<br />I
<br />__ -1 I
<br />___ .2. min, - - :.I � ., . . �
<br />.
<br />CEmamim RuNlING BU�� NQ
<br />TE Tift
<br />'GW
<br />smz 3AIIII, 1041"Ift,
<br />,.INK SCALE 3/8-1 -
<br />1,
<br />..�:.Tz '�
<br />.
<br />-
<br />NOI .1--X. %�C-Eft�-�.:,�,?
<br />: 57 * .
<br />.
<br />. NO. 44167 . FLORI DUILDING CODE (Mon H;gh Velocity Hu cone Zono)l
<br />,
<br />.
<br />NOTE MR COMBINATION Of SECTIONS: I INSTALLATION ARE ONLY VALID FOR MAX A.S�D I ; . "m mmao, m FLORI lj�.
<br />TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.m.f) AND PANEL LENGTHS 'I *. . Sm;OF � * 24 GAK (MILVANIZE0 PEEL STORM PANEL � In I
<br />COMBINED IN AINY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 .. I -
<br />2. FOR NEW WOOD FRAME CONSTRUC71ON: WOW , i
<br />*MAI LATION . ,,, ..: , I-
<br />I MEMBERS TO BE SOUTHERN PINE No 2. IN/ SPECIFIC I ��- ._,_��_- / 11LIECOI... MOUL PROTECTION PRODUCM UC- 171"Am
<br />I-—
<br />DENSITY OF 0.55 OR EQUAL. I �Z -1 I ww- #m %*. IN go= am
<br />I
<br />01.1 i *1uF
<br />,�t pmg. ,, m DRAL FL 1430,
<br />I I - - PWOK "-)M-7*W I'AL 'Dow)w-am 20-175
<br />.... . . - DAMON@, .
<br />04. UNUSpoitualumt o�-cowto me ........ - -
<br />wnp & Mo Jr.. III -, I
<br />I C10" Ad. A 4-197 . 1 1 __1 I of m -
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<br />SHEET NO.
<br />SH 1.3
<br />DIRECT .1. .U. 1 I.5*XI.b. WJ`UP_ INAW-OUT
<br />'r TWA .
<br />STUD 7" r TR"cx
<br />MOUNT HEADER HEADER ANGLE TRACK MORE!
<br />,,,j= I I,=
<br />- I DIRECT WOW 46 . 1. 32* 1 3V 1. 50* 1 50"
<br />- - . .
<br />4 1-5'xtb* STUD ANGLE m. 3r 32' . 42' I 38, 1 M.
<br />___ � __
<br />3 *r TRACK 55' 1. 1. *21 By . 60 ST. -
<br />---------- __
<br />-
<br />I db�C45x- W I 1. 32' 3r i &IF' 1. - ;i:
<br />I I ___�_ tL+_sF__ 1 32- �, _3r - 110' S6* W -1
<br />I/4'47 Nj�- j;:::-/----��-----__-�-;z-r7-
<br />MAX. GAP , SECDON A- "_
<br />10 N.T.S. (D
<br />(1) L+' MhXN1UM NIM*iL[ PANEL UDIM FOR A ONEW POWK AS 0. Of" WOAD.
<br />L MAX ALLOWABLE ftU LENGTH FOR A ORION MICATNE AILD. DESIGN LONG.
<br />(2) PROCEDURE 10 OCnYA" INIMMUM PANEL UlDlaft
<br />ONIN A POSITIVE 0AU). DESIGN LOW OTIVINK MAXIMUM, PANEL UNIFIN 'L-' INDIA SCHEDULE
<br />GIVEN A NMIM A.S.D. DESIGN LORD. OUCU" MAXIMUM P14410. LENGTH %-* FIRM SO4MAL
<br />IFINAL MAXIMUM ALOOM PANEL LENGTH 13 OKA 70 Tid MIS" KMftW4W ftJVCL LENGTH
<br />I T OWAUATOO INTO WOOD AM UMTW TO * 95 WLI MAX A.S.D. CUM PRESSURE RAT04
<br />- - ASI*;VNWLS 0, 10 0 11 Too VAX A.6.0� DESIGN LOW & MO, PAMI LENGTHS FOR I
<br />rI-.... '01, , % -
<br />.. . F
<br />.. 2 -,
<br />III, . . .44,67 '.. I 7109CO. INC
<br />: * -m- --., Be -
<br />-.5,,._ [TATEOF 4-.*I� /=—.L
<br />24 OW GALVANIZED STEEL STORM PANEL f.p.
<br />OW" III,
<br />"Noo
<br />JDML PROTECTION PRODUCTS. I.I.C. #TMWE
<br />mom to. IN %"W
<br />DAIL n. am'.
<br />�, ommi)-m-F&M. f- twm�om 20-175
<br />,.I — 1-m! qioili� 1- '"W"N' N"
<br />, I 1. F50159 - I I
<br />I I - I I .ow 3 TRIO
<br />_____n' ______
<br />INSTALLATION DETAILS FO PANEL I
<br />I N . INTO WOOD STRUC , - *1 . _,�-( - .1 - . - --- - -_ I
<br />1. I � ! 11 , . I . I II
<br />— � I - � SCPARIKYQN I
<br />" - . �11 WOOD ANCHORS I . . -1�� . . � Is To GLASS. I ( P
<br />I I�L _?SICE SCHEDULE ON I . I � -,: a scHrouLE f , 1111a�
<br />- 1, . ,,; . I,: 30 t/4*_w, I ON ; V. -
<br />I � i SHEET I 1) I : 6 HLAD amn SHEET 3)
<br />, i IS
<br />'w
<br />I L I . . * 4,/v Im - m 11� � - -, k �
<br />,/ _--ij, 1. �_____ ___ �; , � I . -, _77_� _� --- =n-C
<br />�, 4, I , li " . I " � - LL I 11 V m
<br />CA, 1. 1 � " 1 _T
<br />I I ,, � - I
<br />ER I , . , , : � � . I I - - � t PANEL LENGTH
<br />wow R" . �, " : C2) wow ANCHORS - I =111� �_ I (liff SCHEDULE
<br />REQUI ED I'll w - . .- . I I I
<br />I . 11, I (SEE SCHEDULE ON � 1� � I I I I _'YA_= �� �� ... L�, ,
<br />L . 1/,. swrr 11) I , V I . 11�= at L I __ '.. ON ,
<br />. : I. ,a MAX. , , Q - 0 - t i � 7 r-,Wj ji -1 _ I .. ,&,e
<br />. mgp� -
<br />I I 1/2' SPACER.
<br />'. LL -1 I I � - Cl) OF Ir
<br />I I I MAX.
<br />r .. I L
<br />r � 6 *000 HEADER _ , -
<br />�
<br />I i I REQUIRED I I ED' ,. i: - 1
<br />�, : I L . L
<br />I 11 . . �, " _ _ " .r ....... � I !
<br />I . , . I _ - �,�7 1
<br />� �:
<br />11 .. . : 1 10 ED I z , : I
<br />I
<br />- I , I - : .6 I � . , , , , . , ., , � - A- - I
<br />I I � 1 � . . � I � 0 I' -. LONG AL- SPACERS, 0 12 I/?-
<br />! 0 C (SEE TABLE #I ON IMECT I 1.)
<br />I kb,. 1 'Cl I .'I L rf NOTE - WGIN I'M LIMITATIONS FOR
<br />I 5 1. I ,� � '' , I - LONG SLEENTS
<br />EPAMIM I 'L* MAX, 11 PAMEL MAX � 1 1/2
<br />I_ (SET 5CHEDI LOM
<br />10 GLASS I PANEL aN4N I (SEE SCHEOLAT L ' �
<br />11 ON .SHEET 3) : ,� (SEE SCHEDULE I . I I ' - PAWL MATE tENIALF ID OR PANEL MATE
<br />I I . ON %III 3) 9 , ON SHEET 3) �
<br />_,:� I I PLUS (SEE SCHEDULC ON SHEET I 1)
<br />. I �
<br />I & IN wo .1 , . I I
<br />, V I . I w.. ! .- i
<br />I r wnxma I SEPARATION
<br />I To :
<br />EXISTING ,I " - L I WWPM OAR r-n EXISTING ,= 2'X4* WOW I
<br />___1 . I—) PLATT RECRAIRED
<br />GLASS I I I GLASS [IsEr I -.0 I
<br />I � I I ON ImEr 3) -, DIRECT mom W/ SPACER 6
<br />[7 ' 'AL I * ;
<br />I I- I : L L 174 SCALE 3/8.$-
<br />1 i ( D, -�] - D.C. III
<br />- SEE TA81E
<br />I 1 5ox 1 L F, " 11 6 12 1/2 AX JI. ON SHEET I I FOR MAX, PANEL LENGTHS &
<br />I I Or IL I - "f I DESIGN L04S FOR THIS INSTALLATION.
<br />I F.- 1 C4 MAX. ED I I .. I
<br />- r 7 . I I , - Koc�� � , I I
<br />I , " 0 12 1/2' 0 C ! -6 1 . __j
<br />- 4 1 �L, -_ ' I , .
<br />� I � I --'--'-- - ------- ---. -_ --- �
<br />TO , - �, 11 I i
<br />I . ;
<br />�. . - .am" !4 _- I I ..� 1: wow ANCHORS ** mm I
<br />� - . . .1 - f L 1 , , I STAGGERED W/ STUD I
<br />I I , , I . I i ; (SEE SCHEDULE ON SINCER 2A W RE I Ilr UING r
<br />- _ - -- 1_! . I I
<br />. . � ;, � L SHCr1 I 1) (1) PKL%Lam Is I*= To A Ow sm" &*Am= wm "17-0 . I
<br />m mm" ION ART
<br />2*.4 - WOOD . I � . I : _(4) *1111m. � 1'. . NEW. Am =XY =11row *"311). 1
<br />REOU1110 � - , I :1 , _ mukm MEW" .
<br />PLATE � 1:j WOOD ANCHORS " MR. samownum To QLAss mism"D I i ; , , ','� . .4" *Mo
<br />I . I STAGGERED A/ STU - As I � ,E) =Im.4-=.: I mN.,TE.,�7,-.. Go I
<br />I I (SEE am SHEET a Not WE mxm To 1/6 , " �
<br />: SCHIEbutr (Mo LONG AS RIE :TRUNWNG conalloot ABC I _ ' L. - - - 1. PLATT REQUIRED
<br />. I SHEET 11) compLa oft I Clift 4 A fAUMNMM FROM It %1r " WAI" MIXING) 04 I
<br />L I I (t) NOR" ASO CUM 19 I i PM 61
<br />L PA*M 6 -ft -44 � �t � ! (3) wx at *m on" uDow Is Lam IQ 011* AT I
<br />1. J I ANY ""
<br />_L L I . (1) wjmw sTow vNift LENGTH 4 WALL MOU PE51 MOUNT I ="" ion" &Lam OR i
<br />w smw Ill,
<br />I AILTEARMAT41 2W (4) I I/r LONG W*= MPOMM &A MOLL K AS S*D= ON I
<br />go I (s) snow PANEL. mwumm a I SCALE 3/0-1- i TRw4==w I �
<br />" wo Aw carm wow mom WILL. 1. 2 g um whomm &A n ONLY
<br />ALM&TWIVE 1w I IAW 3 As oulmm or MON
<br />i i I c-ism so-w" Am THE 2= CTW, gm"I or THE now
<br />WALE 3/8-1- ; (4) You* asur ran olis 1 eLkwo cow
<br />i� . I A, 3 PIM AM C i
<br />i , "mom I
<br />A. --_'_ -.-- ---'-'-'L ... � ___J
<br />......
<br />....... .....
<br />. ..
<br />..� ou %. FLORIDA BUILDING CODE (Mon High ftloclty Hur cons Zone)
<br />NQM_Fog COMBINATION OF SECTION ; I INSTALLATION ARE ONLY VALID FOR MAX. ASO. * .1 No. 44167 ". I wm r4nm ". 24 WM GALVAHM STEEL STORM PANEL r .
<br />DESIGN PRESSURE RATING (p.t.f) AND PANEL LENGTHS :
<br />TOP & BOTTOM MOUMTiNOS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR z ; 111, . � In,
<br />. , * -
<br />" 1' . DATE
<br />COMBINED IN ANY WAY To suly ANY ALTERNATE 2W') ,% STATE O'!E) �j 11LIECOmIc. GLOUL PROTEMON PRODUCTS. Ur- "'"'""
<br />INSIALLATION. X� ORIDI-.'" - — OFART .m So. s, snw
<br /> w I - am. rL m.
<br />dosw -A - .. J
<br />1 2 FOR NEW WOOD FRAME CONSTRUCTION; WOOD "A.H.140 - .11 � M4)M-7M. fW (vm)ok-am 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC N � it .AJ - .wj:,�r IM.1 "N000 Too
<br />I DENSITY OF 0.55 OR EOUAL. I I 1 No "'Al PM _ WA"$g No,
<br />.wwwwwaumEmAlt !, .. .
<br />.
<br />I --- ______ . .�Z- TRI . ""', - I i . I I � 4 OF 11 I
<br />I I
<br />_ --- _ ---------.-
<br />GENERAL NOTES
<br />fc) 19.1XISDII12-024--mn, Sf%IXK- wkw0_fi_�_Q.%1jwj
<br />���II�� A.jt�Mlj-m DMIN'ElINT CP ED.) KOS SEEM VERWIED FOR COMPLIANCE ft ACCORDANCE 1/4"O TAPICOM ANCHORS, AS MAWAClURFD BY I I W SUMOEX. INC
<br />WITH NIE 2020 (7th EDITION) Of THE FLORIDA SUILDINK. COVE, THIS STORM PANID. 94ALI NOT RE INSTALLED At HIGH - 114-10 PAMICIMATE FTMALE 0 AND PAMELMATE PLUS ANICHOIRS . AS MANUFACTURED BY CLOG CONSTRUCTKIN POOOUCTS�
<br />VELOCITY HURRICANE ZONES
<br />DOSIGIN WIND ,�GAGS SNALI S�IAMI-DAIOIE / "MARV COUNTIES) - 1/4-0 LAC, Salm PER mm�s
<br />DIETERMINCO AS PER SECTION 1600 OF THE AWK MENTIONED CODE FOR A BA7AC WIND - 7/16'0 . 5/8* WOOD PUSHING. AS DISTRIBUTED BY ,ILL POINT SCREW. 0I & SPECIALTY CO
<br />SPEED AS RCQUIRED By THE "ISIDICTICIN WHERE STORM PANEL WILL BE 14PALal). AM FOR A D11MVIONAXY FACTOR
<br />KD-Oft USING ASU 1-16 AND SHALL NO OCEED THE MAXIMUM �kSD) DESIGN PRESSURE PA71NOS INDICATED ON SHE m, C 1) MINIMUM T"READIED PENETRATION INTO WOOD OF IAPCOM ANCHORS SHAU. BE I 1/2' AND 2' Volt Ft CO PAWLMATE PLUS
<br />3. 9 THIRD 12 4, 17, I$ AND FAMMANNUIC FEMALE IO
<br />in ORDER to VERITY THE ABOVE CONDITION, ULTIMATE DEVGM WHO LOADS DEIEFUNTO PER AWE 7-16 SHALL BE FIRST
<br />REDUCED to A.S D 01-VGN PRESSURE RATING BY MULTIPLYING THEM BY 0 6 IN ORDER TO COMPARE THESE W/ MO (A.S D) C2) MINIMUM NRFADCD PCWTVATION Or L4C SCREW, INTO THE WOW FRAME UNIT SHALL. BE I 1/2' NO THREADED
<br />DES" PRCSSURC WINDS INDICATED ON SHEETS 3, 0 NRU 12 & 17. 1111 PENCIINATION INTO STUCCO SHALL K CONSIDERED AS PART OF INC REQUIRED THREADED PCWIflAnON
<br />IN ON" TO VERIFY THAT ANCHORS ON THIS P.LD AS TESTED WERE NOT OVER *-IN SO, A 131 INCRICkSE #4 AUO*Alkfi
<br />STRESS FOR WIND LOADS WAS j= USED IN THEIR ANALYSIS FASTENM SPACING TO WOOD HAS BEEN OrTERMINFID IN C 3) UININUM EDGE DISTANCE OF LAC SCREIRS INTO *000 SHALL BE AS INDICATED N THIS DRAWING
<br />4 M. '
<br />SIORM PANEI'S ADEOUA`_1 104 IMPACT 00 WOO RESISTANCE HAS BEEN Y13brIED .4 ACCORDANCE VAN SECTION 160.1.2 OF C.4) M040LAM PENETRATION OF *Ono BUSHING SHALL BE 5/9' 1/4' 0-20 SCREWS USED SHAU K 1 1/2* LUNG MINIMUM
<br />INC . MENTIONED CCIOC AS PER AhIERICAM TEST LAS OF SOUN FLORIDA REPORTS, 00614 01 -01 AND #0212.02 -09� AS SHOULD SfX0 EXIST, AND I' SAMOAN! FOR WALLS VAIN NO STUCCO
<br />PER SSM 12-011 & ASTM C 3M-02 STANDARDS, AND AMERICAN TESTING LAN SOUTH FLOR03A REPORT $1 1 2301-10 AS PER ___1
<br />1AS-ZOI AND TAS-2W PPOTOCOLS. AM AS PER CALCULATIONS PERFORMICI. IN A"ORoXNNX W/ ST"am 1604 or THE C5) 04 CAW 41AT PRECAST STONE. 00 PRECAST CONCTWIT PANELS. STUCCO ON *ODD BOARDS K FOIAND ON THE EXISTIM0
<br />r WALL� ANCHORS SHALL SIT LOW ENOUGH 70 REACH THE MAIN STRVCTURE BENNO SUCH PANCILS
<br />kop"OA 9L41.0m CoCC ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) & CA) %
<br />2� ALL ALUMUNUNI EXTRLISIONS 10 AL SOU-76 AUDY A04D TEMPER (UNLESS OTHERINISC MOTTO) SEE SITE 2 (0) ANCHORS SHALL ft INSTALLED rOLLO"MU ALL O� THE RECOMIALMIDAHONli AND SPECIFICATIONS OF INC ANCHOR'S MANOF&I'VITIR (1110,
<br />3 AIL ALUMINUM SHEET METAL USED AT SLM, HIS 5Hki JWT 3IQ!),-Hi4 ALLOY 0 PAWLS MAY ALSO BE INSTALLED HOPOZONIAUV fOLtOWING )NSTALLATION DETAILS SHOWN ON SECTION I THROUGH IS (Sptcys 4 ew 00
<br />4 ALI STEEL 5.EfT METAL PAWLS SHALL NANA SIRL)VURAL, QUALMY SICa. AWN A-653 GRACE 80 MORWM. 0-60 rALVANIZED TUROUGH 5) CYCEII TNAT WAOCR50 k(D SI%ALL NOT RE U50, . ,d
<br />SICIL 017SIGNAION W/FY- 922 Kai (AnFR ROLLED). V ft SHALL Or THE RESPONSIBILITY OF THE CONTRACTOR TO YCRI INC SOUNDNESS or INC STRUCTURE YNIM SWnEp IS TO BE
<br />5 ALL sMw% to RE STAINLESS STEEL j" op jtfi MSj srWEs OR CORROSION ItESISTANT, CoXiEt) CARBON STEEL AS PER INN ATrACHED TV WISURC PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY K ATTACHED TO CONCRETE. BLOCK 09 wow mm A
<br />5M;83W/ 50 "; YdELU STRENGTH MO " kv TENSILE STRENGTH AND SHALL COMPLY III/ FLORIDA PLACING Com SECTION BUILDINGS, �a
<br />241 3.4 10 004 RECULAR STORM PANE� WIN LENOtHIS OVER W, As PER SECTIONS 1, 2. 4. 5. a AND ALTERNATIVES m So & 4W ON
<br />SHEETS 4. S. 6 Ar 7 RESPECTIVELY. SHALL HAVE A LEGat MO READILY VISIBLE MARKING INSTRUCTING OWI 04 TILIVINI TO
<br />II 90i.rS TO K ASTU A- 307 GALVANIZED STEEL Oft AISI 304 SERIES STAIMLES5 SlItti., VAN A III MINIMUM YCILD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT O~ FICANCOS, OF HURRICANE WARNING
<br />? ANCHORS 10 WALL SHALL tif AS FOLLOWS 11 THE INSTALLATION CONTRACTOR I% to SEAL/CAULK ALI. SHUIILR COMPONENT EVAS WACIH REMAIN IN CONTINUOUS CONTACI WITH
<br />(A) M_ THE BUILDING TO PREVENT WIMID/PAN INTRUSION
<br />- i 1, NAWF klftD BY IJ W. BUILD17k INC (Min, 04127 11 2-0 12 STORM PAWL INSTALLATION SHALL COMPLY WIN SPECS INDICATED IN THIS DRAWING PLUS ANY OUKUXMG AND ZONING RECULAIIONS
<br />1/4' It . 7/0* CALK -IN ANCHORS, AS MANUFACTUMED By ISEVA0 INC PROVIDED BY T14E jLWSDmCiON WHEK PERMIT! IS APPLIED To
<br />- 1/4' A � 314' SOLID -Sr ANCHORS. AS DISTROUIT.1) BY Ail POINT SCIRM. BUT A SPECLkTV CO
<br />(MI. _3000 P'...) IN (a) THIS PRODUCT CYAUJARON DOCUMENT (PED) PREPARED In THIS ENGINCCIP IS GENERIC AMC DOES NOT FIRCIVITAL INFORMATION
<br />- 114-10 PAMEtMA7r FEMALE 0 e, PANEUMATIE PLUS ANCHORS, AS MANUFACTURED 8V EICO CONSIMICIM PROCIUM FOR A SITE SPECIFIC PRIGUEDT. , o WHERE THE SITE CONWICMS DEVIATE FROM THE P ED 1
<br />- ,/4"* 1AMAr MAXIM ANCHORS, AS MANUFACTURED BY DIEWALT. -%C (III CONTRACTOR TO RE RIESPONSIBILE " THE SELECTION. PURCHASA AND INSTALLATION INCLUDING LIFE SATIETY Of THIS PRODUCT
<br />A 1) MINIMUM EMPIEUMENt OF UPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4o. 2* FOR FLCO PANELMAtE AND BAMD ON THIS PID PROVIDED HV/SML DOES NOT DEVIATT FROM THE CONEIVIONS DETAILED ON THIS, DUCUMINIT
<br />1 3/4' FOR ZAVAC NAIUN ANCHORS CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S FIESPONSSUP
<br />k2) CALK-44 & SOUI ANCHOWL SNAIL IN LMC1EDCfD 1/6' INTO THE POUNILD CONKRIETE NO CUBED" IWTO (0 THIS PRODUCT EVALUATION OCCUXENT WILL K COkS*EM gWAuO if moprim
<br />ITUCCO, SHAU. BE PEFLOT?tu 1/4* 0-20 $CREWS USED SHALL RE 1 1/2* LONG Wmmtjw SHOULD STQCCO tw� (dI SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A RDRIOA REGISTERED ENGINEER OR ARICHIF11171 *Nick WILL. ercomf tw, (
<br />MO I' WNMWM FOR WALLS WIN NO STUCCO, AND MAY BE KE40ED SCREWS UK ALI THREADED SCRCW5 W/n WAD. ENGINEER OF RECORD CC O.N) FOR THE P%�ECT AMC WHO WILL ft RESPONSIBLE FOR INC
<br />BUT WITH WIND NUTS PROPO4 USE OF THE P E 0 ENIGINEIR Of. ECORD. ACTING AS A IXLMVED ENGINEER TO THE
<br />PC D ENGIIIIIIER, SHAJ.L SUBMIT 10 THIS LATTER THE SIR SPECIFIC DRAWINGS FOR KEY".
<br />A-1) IN CASIE NAT PRECAST STORE. PRtCAS1 CONCRETE PANELS. PAVERS. StUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTWIC WALL OR FLOOR. AWHOn SHN A BE LONG DOUC,41 TO REACH NL MAN STRUCTURE BEHIND SUCH PANELS (.) THIS P.C.0 SHALL KAN THE DAIL AND ONIGINAL SEAL AND SIGNAIURE IV THE PROFESSIONA4
<br />AW-HORAM SHALL BE AS UENTIONED in A 1) AND IN A 2). ENGINEER OF RECORD THAT PREPARED Ft
<br />(0) TQ_L1=K.LQN1CRM &DGK.W.%.L ASrW_C_-A 1. SkLm MANUFACTUMER'S LABEL SHALL BE LOCATIEZ ON A REMALY VISIBUE LOCATION AT STORM
<br />. 1/4- 0 TAIPCON ANCHORS AS MAMUIFACIVREO BY I I W RUNIDEX. thlt PAWL SHUITIER in ACCORDAMCC WITH SECTION 170992 OF FLORIDA BUILDM CODE ONE LABEL
<br />- 1/4" & . 7/8* CALK -IN ANCHOR%. A' MANUFACTURED BY DENALI, W S94LL BE PLACED rOR EYERY OPENING LABOLINO To COMPLT WIN SECTION 1709OL3 OF THE
<br />- ;/4 . 0 X 3/4' SOUG-SET ANCHORS, A$ DISTRIBUTED BY ALL POINI SCREW. 9OLI A SPECIALTY CO FLORIDA BUILDING CODE
<br />- 14. 10 PAWtMATE FEMALE to AND PAMELMATr ftUS ANCHORS, AS MANUFACTURED I" ELCO CON91RUCTION P IRUO
<br />-
<br />- 1/4' 0 7AMAC NAJUN ANCHORS. AS VANU1AC;1JRED BY DENALI. INC " P IN5M, �. - W/11�
<br />`,�` � 11
<br />. ,
<br />0 I) MINIMUM EMOLUMENT OF 1APCO" ANCHM. FICCI PANCIAIAtICS AND ZAMAC NNON ANCHOR. INTO HNI, ocmsN
<br />BLOCK UNIT SHALL at I i/4' I .1. �" FLORIDA BUILD114G CODE (Mw Nigh Volocltyy Hu cone Zono)f
<br />: *. oWNO %F= w Cl�
<br />;
<br />40 �61 .
<br />0.2) CAUl-,N At SOLO -Sr ANCHORS SKMi K CM5EDDFD 7/6* INTO THE CONCACTE OLOCA UNIT NO 'Em %,44 7 � . 1 24 GAGE GALVAMO STEEL STORM PANEL NWWH ft
<br />SIUCCO SHNA 13E PERMITTED 1/4' 020 SCRM USED SHALi. BE 1 1/2' LONG MINIMUM S�WUD T rxjsl� * - -
<br />'fP A - `711LIECO.mir \ — -_ - W/-/�
<br />AND I' MINIMUM FOR WALLS WIN NO STUCCO %. STATRI . . I / I GLOUL PROTECTION PRODUCTS. U.C. OUP
<br />i, *:I'*,. 1`1 .
<br />. . - -
<br />B.,N) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR *000 99I K F . - ORI ` - ",�" a tImpompioa .m .. I V.w
<br />DrISTINC. WALL ANCHORS SHALL BE LONG FNOUGM TO REACH INIE MAIN STRUCIVRF BEHIND !VAMJCk , . .. . I.P.1.2 - - TWWL I MI.O.,)", 20-175
<br />�� - � OWN. qeft_� 'a
<br />ANCHORACIE SKNU. BE AS WENCIONED th 8 1) AND N 8.2) f16�i ..." C,oXWI1 IS 1 31n,ft ONNOM .
<br />- 1 - 1L.. 1 -
<br />'404011 -X aft/wowaxvwl OWIP Az .I. It , I " , P" 14tt I IN Is
<br />____ _____,__._ FLINCA Lit A IF � I I I , i "I I
<br />.
<br />INSTALLATION DETAILS FOR REGULAR PANE
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />POURED CONCRETE - CONCRETE
<br />. I MRIFTE IlLm 97 0=10MOCK
<br />- Reou"m
<br />, RNTLIMED V, I
<br />.
<br />- ! ; A CONCRETE ANCHORS V, It-
<br />, ,
<br />I
<br />CONCRETE ANCHORS ., , - , I
<br />. I
<br />" �
<br />- _� 1", 1,�
<br />I
<br />(SEE SC44EOLU ON , (SEE SCHEDULE ON "
<br />SHEETS 9 THROWN 10) " , C21 SHEETS 9 THROUGH I., , EXISTING POURED
<br /> 20 CONCRETE OR
<br />I- - � I " I . ! - -.1 �� j CONCRETE: BLOCK , -
<br />� 1/1. REQUIRED. 03 ___; ..r
<br />Q6
<br />; 1/0 1 ,I/4' . �,
<br />�'?'i,�� I". . - I- - - - ____ �,�, MAX -1 CONCRETE ANCHORS .
<br />I I .,.�',.; -
<br />" �
<br />E_ t ,��,' ,C�. �'_` , i � ==' To . 0
<br />� ", I I , I I I .
<br />. � ,.gw I
<br />, �._ I "..; I I �1.
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<br />� e': , _ , �, .1�1.11' � .,� '. �, I ".. I 1)
<br />R .."1111 ��, ,� I�1� C -01 V E , �, �,
<br />i A - _ 10,
<br />; i , /�-
<br />T . - I IV,* - SA". - . .111�11'1 I �
<br />. 1. ,^--soil ".. . I -� "�
<br />,�Wi, a
<br />, I I � a , 11 I �11�',
<br />I
<br />; - ii,P Y' - - I s,16i . �c �
<br />I SEPARATION ' 0 11 SEPARATION I � on , NP PMU " I �
<br />L � " i
<br />1. __ TO CLAIM I (141 FOR NNIL TO CLAM. union am r4n I I I I
<br />umm am r-41 ,:" .�
<br />- !�i,r!�, �,,
<br />I A ; ;�� -,,�!,�.g,�, I
<br />EXI (!Wx scirmt V wo, (SET SCHLEDOU " � , 1
<br />..... "I'll.
<br />=--i ON %MEET 3) 1 I PANEL LENGTH "I ON SWITT 3) i I . I I
<br />, -OLnr Mo, SEPARATION m m.
<br />I I (SEE SENT IT I 'L" ma. 'I i PANEL LENGTH
<br />I I ON SHEET 3) a I PANEL LEMON -4 0 CLASS
<br />I . I (SEE SCHIOULC (SEC SCHEDULE : (SEC SCHEDULE
<br />-- � I ON SHEET 3) t.1-1 77' - I ON SHEET 3)
<br />(SEE ...=. , 'I 10�1 I I .A I
<br />SHEETS I THROW" 1p� I - cl) we ,C � I ,
<br />� ObOx . : �j EX i
<br />�� F *L I I
<br />1�, "'�,T I =4 ='-
<br />, ,Y�;%�.,,
<br />,_, ��,� I
<br />�� 11, .1 " 1 4. 1 km I 60% I
<br />,
<br />i T� . ��',,,'� 11, I or 'r . I I
<br />I'll , ", 1,� """ �_ � , ,."
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<br />E.O. I , �,, I I I
<br />; v � ,,�.'� . � "? MAK, -, � , I
<br />. i W. ;:�11 I � I 4� .". I R,.��,,
<br />. .� - . , . " .111,;
<br />C � �m�ll �,, I I .� ", I .1 ' "I ;
<br />D L I I -I I I I E. )� ,: .�, , il, , ED. �,, �,�, I
<br />. .1 �,
<br />I � .,�, . ;�. ". �) I I&
<br />I --I-.j - .<,:�, I . . I
<br />" �,, I : I 1. � ".
<br />,�:111, - 7 ,."", ,.
<br />. , ""? EXISTING POURED - 11 I Oc ,L; , ; APPUCAGU)
<br />., ,
<br />- Ir �� � CONCREFF Opt " -11 101" Col"GRETIC ANCHORS ,
<br />, I 41.11 NO, .Vmm .w CONCRETE &am I ;
<br />.- '-S&"./mXF I - ,�,e�.,`
<br />_
<br />I ��, 1, ' REQUIRED. - 1 i . (SEE SCHDOW ON � ,. I
<br />'� @_ -40-4.1.- ',I' o'"OU M SMW CA 2 10) V
<br />I- � "' - --A I � , ,
<br />" t j,� - I- wil - I 1 IT4 oz. �1. � rl I IIHEETS , WHEN ,,, ;," .,
<br />`
<br />11, - - . ALTERNATE .,�', �,,. �.
<br />4 �, %,
<br />.4i. LEG LOCATION , , � �: " :611 _.N . COSTING POURED CONCRETE
<br />W . ARE USED a w/ WHI�4
<br />ALTERNATE CONCRETE ' = T PAWLAMITS OFT CONCRETE BLOCK
<br /> -11 COnC= CONCRETE CONCRETE ANCHORS � ARE USED. REQUIRED,
<br />ANCHORS DICK REQUIRED. STAGGERIM W/ STUD
<br />(SuSCHEDULE ON (SEE SCHEDULE ON
<br />SHEETS 9 THROUGH TO) SHEETS 9 THROUGH 10)
<br />sump -pia ,mpuwT,NG WA66 jQift WALL W)Uftj
<br />. . WNG I!
<br />SECTON4 MR%,; .J100ECT MOU
<br />SCALE 3/B. WALL 3/6-t-
<br />'0 ... tototlo"sfjto
<br />'. , ". �%�q
<br />" .
<br />. .
<br />. .
<br />- .. EN -. FLORIDA BUILDING CODE (Mon High Volealty Nu Icons Zone)l
<br />: . 0.44167 -` amoo xmc� oc, 24 CAGE QkVAWZEO STEEL STORII PANEL r.`
<br />. . 04-61
<br />2 * . - --- -_
<br />CO. - EDGE DISTANCE MM FOR N OF SLOM- I * .. * �_ : L 07/V/�
<br />'I GLOW PROTECTION PRODUM 11C. mm
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE s _q�-. STATE og ,�-. - 7:� � ow &W. 5 THIRTY
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY S00".. 1,01110"...* awl.,L'Al.
<br />JNSTAUATJON. -, .:,` PHONS, DIN)INW-75011L fAt (06)60-gm 20-175
<br />�'t .. � I -.I d.ww I- Owsm IN,
<br />I I, ',.;,',7,, 1-6-0 IV`--, i - - - WALTUI A. - I - i . I omw 4 ff m -
<br />I , 3 1 , E ,,,v i., it " F09 - 11 I
<br />I - I
<br />INSTALLATION DETAILS FOR REGULAR PAN L (f) INTO WOO
<br />,,
<br />.- � �,_ - .
<br />�
<br />,
<br />-
<br />. �
<br />I ALTD"Tt LEG
<br />4,.O* (I J I I � - - " ! I . . LOCATION
<br />WAM .Mx== , , I I . � �1�
<br />ADDOUACY OF EXISTING WOOD I I �� 1. , I . .
<br />KAM TO BE CENTIFIED BY .. , , : 1, . .�
<br />REGISTERED ENGINEER 00 Aq - C6 . �. , 1, * i�:
<br />ARCHITECT PRIOR TO SHUTTER """ . t ; � .�� ,, - .* - o! A 0
<br />01451ALIATION. I p , I ; I . -, ji , -
<br />. � r . ANENT ALTERNATE WOW AWN= ,�� , I I - I* MP,
<br />I ,, � r.,`C..HEDUu ON (SEE SCHEDULE ON 1; I _w ;9*.,* Rp so" WAD
<br />I . 1__ __� ' L _�_ - . 'S' "
<br />, , SWEET I 1) SHEET I 1) : _J�,.:r _ , , ,/4-Im.l. IS =.
<br />I . r- US , � . . _ :1� : � I In- . . __L_ � 7 a u I/r oz
<br />1 4
<br />1 , , , - � 4 1/0 WOW HEADER �, I I i 117- -, .1 _'. ____ .----
<br />I (D - I - I "' I REOUNKED , , - I - 7 sC:;10= �, I - A /,...mow I
<br />1w .0 - �
<br />EXIST G I 8, ,I I I I I I . I ; 0 :
<br />Wool) ANCHORS I I 1 6 1/4- ac
<br />11 i I (SEE SCHEDULE ON " - ' X 1�t.J �� �
<br />I � gem I 1) I . i
<br />I C .1, i Z, �
<br />,t
<br />1,CPAKr1;N TO I � . I"
<br />. 1 GLA.n 11 , I : - L - - - '� I
<br />ST ,�$
<br />NUE I rpl. j I --- I
<br />ON SHEET 3) A 0-E-A � Imin wLPRMAIIOM TO GLASS. 11.1 MAE
<br />I ,,A - " , - �
<br />I ==11_1I It" MAX I 11'r PANEL
<br />I . E�-o anvil
<br />, 1 46 , J WN (SET SCHEDULE
<br />I I - - , PARM amm" � =m airy-41 ON SHEET 3)
<br />1 (SEE SCHEDULE ,
<br />I --- �� �� I I I =W%i I - i I
<br />I - I - ON SHEET 3) 1 " I
<br />I I I I
<br />I - � I AV -- - - - I 1.
<br />I I - , __ - - .- .L� . .- "
<br />It (11) I , - f 01 , J.";L . ,
<br />I 1 50111; 11 ,
<br />I _� fo, OF ILI I I I j N I :
<br />I � _
<br />I (4 i , ! i - i
<br />I I 0 12 112- OC. : To , -- - - ,� � -
<br />I I , . - 1/2
<br />-0 FINISH, !_ - , q "
<br />I .: i 0 I e*-. ;�, * 0 C
<br />ALLOWED I I 1, I E I 0 . .- I ..-
<br />I , �L� � 9
<br />__ - I � . L I
<br />. I - WOOD PLAIT- ,
<br />- DECK REGIMtM QUIRED � ANCHORS
<br />� : . - - . , 4 , - 2,Xs" WOOD 2*.d' - I
<br />WOOD ANCHORS I r.00S.K.L. On
<br />HEDUUE 014 �, . I . . � Swr I 1)
<br />- - . -
<br />W. 1) - . - ::: __ - , . . , - I RE I , � ,�
<br />I
<br />__ -1 I
<br />___ .2. min, - - :.I � ., . . �
<br />.
<br />CEmamim RuNlING BU�� NQ
<br />TE Tift
<br />'GW
<br />smz 3AIIII, 1041"Ift,
<br />,.INK SCALE 3/8-1 -
<br />1,
<br />..�:.Tz '�
<br />.
<br />-
<br />NOI .1--X. %�C-Eft�-�.:,�,?
<br />: 57 * .
<br />.
<br />. NO. 44167 . FLORI DUILDING CODE (Mon H;gh Velocity Hu cone Zono)l
<br />,
<br />.
<br />NOTE MR COMBINATION Of SECTIONS: I INSTALLATION ARE ONLY VALID FOR MAX A.S�D I ; . "m mmao, m FLORI lj�.
<br />TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.m.f) AND PANEL LENGTHS 'I *. . Sm;OF � * 24 GAK (MILVANIZE0 PEEL STORM PANEL � In I
<br />COMBINED IN AINY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 .. I -
<br />2. FOR NEW WOOD FRAME CONSTRUC71ON: WOW , i
<br />*MAI LATION . ,,, ..: , I-
<br />I MEMBERS TO BE SOUTHERN PINE No 2. IN/ SPECIFIC I ��- ._,_��_- / 11LIECOI... MOUL PROTECTION PRODUCM UC- 171"Am
<br />I-—
<br />DENSITY OF 0.55 OR EQUAL. I �Z -1 I ww- #m %*. IN go= am
<br />I
<br />01.1 i *1uF
<br />,�t pmg. ,, m DRAL FL 1430,
<br />I I - - PWOK "-)M-7*W I'AL 'Dow)w-am 20-175
<br />.... . . - DAMON@, .
<br />04. UNUSpoitualumt o�-cowto me ........ - -
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<br />m
<br />SHEET NO.
<br />SH 1.3
<br />I/4'47 Nj�- j;:::-/----��-----__-�-;z-r7-
<br />MAX. GAP , SECDON A- "_
<br />10 N.T.S. (D
<br />(1) L+' MhXN1UM NIM*iL[ PANEL UDIM FOR A ONEW POWK AS 0. Of" WOAD.
<br />L MAX ALLOWABLE ftU LENGTH FOR A ORION MICATNE AILD. DESIGN LONG.
<br />(2) PROCEDURE 10 OCnYA" INIMMUM PANEL UlDlaft
<br />ONIN A POSITIVE 0AU). DESIGN LOW OTIVINK MAXIMUM, PANEL UNIFIN 'L-' INDIA SCHEDULE
<br />GIVEN A NMIM A.S.D. DESIGN LORD. OUCU" MAXIMUM P14410. LENGTH %-* FIRM SO4MAL
<br />IFINAL MAXIMUM ALOOM PANEL LENGTH 13 OKA 70 Tid MIS" KMftW4W ftJVCL LENGTH
<br />I T OWAUATOO INTO WOOD AM UMTW TO * 95 WLI MAX A.S.D. CUM PRESSURE RAT04
<br />- - ASI*;VNWLS 0, 10 0 11 Too VAX A.6.0� DESIGN LOW & MO, PAMI LENGTHS FOR I
<br />rI-.... '01, , % -
<br />.. . F
<br />.. 2 -,
<br />III, . . .44,67 '.. I 7109CO. INC
<br />: * -m- --., Be -
<br />-.5,,._ [TATEOF 4-.*I� /=—.L
<br />24 OW GALVANIZED STEEL STORM PANEL f.p.
<br />OW" III,
<br />"Noo
<br />JDML PROTECTION PRODUCTS. I.I.C. #TMWE
<br />mom to. IN %"W
<br />DAIL n. am'.
<br />�, ommi)-m-F&M. f- twm�om 20-175
<br />,.I — 1-m! qioili� 1- '"W"N' N"
<br />, I 1. F50159 - I I
<br />I I - I I .ow 3 TRIO
<br />_____n' ______
<br />INSTALLATION DETAILS FO PANEL I
<br />I N . INTO WOOD STRUC , - *1 . _,�-( - .1 - . - --- - -_ I
<br />1. I � ! 11 , . I . I II
<br />— � I - � SCPARIKYQN I
<br />" - . �11 WOOD ANCHORS I . . -1�� . . � Is To GLASS. I ( P
<br />I I�L _?SICE SCHEDULE ON I . I � -,: a scHrouLE f , 1111a�
<br />- 1, . ,,; . I,: 30 t/4*_w, I ON ; V. -
<br />I � i SHEET I 1) I : 6 HLAD amn SHEET 3)
<br />, i IS
<br />'w
<br />I L I . . * 4,/v Im - m 11� � - -, k �
<br />,/ _--ij, 1. �_____ ___ �; , � I . -, _77_� _� --- =n-C
<br />�, 4, I , li " . I " � - LL I 11 V m
<br />CA, 1. 1 � " 1 _T
<br />I I ,, � - I
<br />ER I , . , , : � � . I I - - � t PANEL LENGTH
<br />wow R" . �, " : C2) wow ANCHORS - I =111� �_ I (liff SCHEDULE
<br />REQUI ED I'll w - . .- . I I I
<br />I . 11, I (SEE SCHEDULE ON � 1� � I I I I _'YA_= �� �� ... L�, ,
<br />L . 1/,. swrr 11) I , V I . 11�= at L I __ '.. ON ,
<br />. : I. ,a MAX. , , Q - 0 - t i � 7 r-,Wj ji -1 _ I .. ,&,e
<br />. mgp� -
<br />I I 1/2' SPACER.
<br />'. LL -1 I I � - Cl) OF Ir
<br />I I I MAX.
<br />r .. I L
<br />r � 6 *000 HEADER _ , -
<br />�
<br />I i I REQUIRED I I ED' ,. i: - 1
<br />�, : I L . L
<br />I 11 . . �, " _ _ " .r ....... � I !
<br />I . , . I _ - �,�7 1
<br />� �:
<br />11 .. . : 1 10 ED I z , : I
<br />I
<br />- I , I - : .6 I � . , , , , . , ., , � - A- - I
<br />I I � 1 � . . � I � 0 I' -. LONG AL- SPACERS, 0 12 I/?-
<br />! 0 C (SEE TABLE #I ON IMECT I 1.)
<br />I kb,. 1 'Cl I .'I L rf NOTE - WGIN I'M LIMITATIONS FOR
<br />I 5 1. I ,� � '' , I - LONG SLEENTS
<br />EPAMIM I 'L* MAX, 11 PAMEL MAX � 1 1/2
<br />I_ (SET 5CHEDI LOM
<br />10 GLASS I PANEL aN4N I (SEE SCHEOLAT L ' �
<br />11 ON .SHEET 3) : ,� (SEE SCHEDULE I . I I ' - PAWL MATE tENIALF ID OR PANEL MATE
<br />I I . ON %III 3) 9 , ON SHEET 3) �
<br />_,:� I I PLUS (SEE SCHEDULC ON SHEET I 1)
<br />. I �
<br />I & IN wo .1 , . I I
<br />, V I . I w.. ! .- i
<br />I r wnxma I SEPARATION
<br />I To :
<br />EXISTING ,I " - L I WWPM OAR r-n EXISTING ,= 2'X4* WOW I
<br />___1 . I—) PLATT RECRAIRED
<br />GLASS I I I GLASS [IsEr I -.0 I
<br />I � I I ON ImEr 3) -, DIRECT mom W/ SPACER 6
<br />[7 ' 'AL I * ;
<br />I I- I : L L 174 SCALE 3/8.$-
<br />1 i ( D, -�] - D.C. III
<br />- SEE TA81E
<br />I 1 5ox 1 L F, " 11 6 12 1/2 AX JI. ON SHEET I I FOR MAX, PANEL LENGTHS &
<br />I I Or IL I - "f I DESIGN L04S FOR THIS INSTALLATION.
<br />I F.- 1 C4 MAX. ED I I .. I
<br />- r 7 . I I , - Koc�� � , I I
<br />I , " 0 12 1/2' 0 C ! -6 1 . __j
<br />- 4 1 �L, -_ ' I , .
<br />� I � I --'--'-- - ------- ---. -_ --- �
<br />TO , - �, 11 I i
<br />I . ;
<br />�. . - .am" !4 _- I I ..� 1: wow ANCHORS ** mm I
<br />� - . . .1 - f L 1 , , I STAGGERED W/ STUD I
<br />I I , , I . I i ; (SEE SCHEDULE ON SINCER 2A W RE I Ilr UING r
<br />- _ - -- 1_! . I I
<br />. . � ;, � L SHCr1 I 1) (1) PKL%Lam Is I*= To A Ow sm" &*Am= wm "17-0 . I
<br />m mm" ION ART
<br />2*.4 - WOOD . I � . I : _(4) *1111m. � 1'. . NEW. Am =XY =11row *"311). 1
<br />REOU1110 � - , I :1 , _ mukm MEW" .
<br />PLATE � 1:j WOOD ANCHORS " MR. samownum To QLAss mism"D I i ; , , ','� . .4" *Mo
<br />I . I STAGGERED A/ STU - As I � ,E) =Im.4-=.: I mN.,TE.,�7,-.. Go I
<br />I I (SEE am SHEET a Not WE mxm To 1/6 , " �
<br />: SCHIEbutr (Mo LONG AS RIE :TRUNWNG conalloot ABC I _ ' L. - - - 1. PLATT REQUIRED
<br />. I SHEET 11) compLa oft I Clift 4 A fAUMNMM FROM It %1r " WAI" MIXING) 04 I
<br />L I I (t) NOR" ASO CUM 19 I i PM 61
<br />L PA*M 6 -ft -44 � �t � ! (3) wx at *m on" uDow Is Lam IQ 011* AT I
<br />1. J I ANY ""
<br />_L L I . (1) wjmw sTow vNift LENGTH 4 WALL MOU PE51 MOUNT I ="" ion" &Lam OR i
<br />w smw Ill,
<br />I AILTEARMAT41 2W (4) I I/r LONG W*= MPOMM &A MOLL K AS S*D= ON I
<br />go I (s) snow PANEL. mwumm a I SCALE 3/0-1- i TRw4==w I �
<br />" wo Aw carm wow mom WILL. 1. 2 g um whomm &A n ONLY
<br />ALM&TWIVE 1w I IAW 3 As oulmm or MON
<br />i i I c-ism so-w" Am THE 2= CTW, gm"I or THE now
<br />WALE 3/8-1- ; (4) You* asur ran olis 1 eLkwo cow
<br />i� . I A, 3 PIM AM C i
<br />i , "mom I
<br />A. --_'_ -.-- ---'-'-'L ... � ___J
<br />......
<br />....... .....
<br />. ..
<br />..� ou %. FLORIDA BUILDING CODE (Mon High ftloclty Hur cons Zone)
<br />NQM_Fog COMBINATION OF SECTION ; I INSTALLATION ARE ONLY VALID FOR MAX. ASO. * .1 No. 44167 ". I wm r4nm ". 24 WM GALVAHM STEEL STORM PANEL r .
<br />DESIGN PRESSURE RATING (p.t.f) AND PANEL LENGTHS :
<br />TOP & BOTTOM MOUMTiNOS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR z ; 111, . � In,
<br />. , * -
<br />" 1' . DATE
<br />COMBINED IN ANY WAY To suly ANY ALTERNATE 2W') ,% STATE O'!E) �j 11LIECOmIc. GLOUL PROTEMON PRODUCTS. Ur- "'"'""
<br />INSIALLATION. X� ORIDI-.'" - — OFART .m So. s, snw
<br /> w I - am. rL m.
<br />dosw -A - .. J
<br />1 2 FOR NEW WOOD FRAME CONSTRUCTION; WOOD "A.H.140 - .11 � M4)M-7M. fW (vm)ok-am 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC N � it .AJ - .wj:,�r IM.1 "N000 Too
<br />I DENSITY OF 0.55 OR EOUAL. I I 1 No "'Al PM _ WA"$g No,
<br />.wwwwwaumEmAlt !, .. .
<br />.
<br />I --- ______ . .�Z- TRI . ""', - I i . I I � 4 OF 11 I
<br />I I
<br />_ --- _ ---------.-
<br />GENERAL NOTES
<br />fc) 19.1XISDII12-024--mn, Sf%IXK- wkw0_fi_�_Q.%1jwj
<br />���II�� A.jt�Mlj-m DMIN'ElINT CP ED.) KOS SEEM VERWIED FOR COMPLIANCE ft ACCORDANCE 1/4"O TAPICOM ANCHORS, AS MAWAClURFD BY I I W SUMOEX. INC
<br />WITH NIE 2020 (7th EDITION) Of THE FLORIDA SUILDINK. COVE, THIS STORM PANID. 94ALI NOT RE INSTALLED At HIGH - 114-10 PAMICIMATE FTMALE 0 AND PAMELMATE PLUS ANICHOIRS . AS MANUFACTURED BY CLOG CONSTRUCTKIN POOOUCTS�
<br />VELOCITY HURRICANE ZONES
<br />DOSIGIN WIND ,�GAGS SNALI S�IAMI-DAIOIE / "MARV COUNTIES) - 1/4-0 LAC, Salm PER mm�s
<br />DIETERMINCO AS PER SECTION 1600 OF THE AWK MENTIONED CODE FOR A BA7AC WIND - 7/16'0 . 5/8* WOOD PUSHING. AS DISTRIBUTED BY ,ILL POINT SCREW. 0I & SPECIALTY CO
<br />SPEED AS RCQUIRED By THE "ISIDICTICIN WHERE STORM PANEL WILL BE 14PALal). AM FOR A D11MVIONAXY FACTOR
<br />KD-Oft USING ASU 1-16 AND SHALL NO OCEED THE MAXIMUM �kSD) DESIGN PRESSURE PA71NOS INDICATED ON SHE m, C 1) MINIMUM T"READIED PENETRATION INTO WOOD OF IAPCOM ANCHORS SHAU. BE I 1/2' AND 2' Volt Ft CO PAWLMATE PLUS
<br />3. 9 THIRD 12 4, 17, I$ AND FAMMANNUIC FEMALE IO
<br />in ORDER to VERITY THE ABOVE CONDITION, ULTIMATE DEVGM WHO LOADS DEIEFUNTO PER AWE 7-16 SHALL BE FIRST
<br />REDUCED to A.S D 01-VGN PRESSURE RATING BY MULTIPLYING THEM BY 0 6 IN ORDER TO COMPARE THESE W/ MO (A.S D) C2) MINIMUM NRFADCD PCWTVATION Or L4C SCREW, INTO THE WOW FRAME UNIT SHALL. BE I 1/2' NO THREADED
<br />DES" PRCSSURC WINDS INDICATED ON SHEETS 3, 0 NRU 12 & 17. 1111 PENCIINATION INTO STUCCO SHALL K CONSIDERED AS PART OF INC REQUIRED THREADED PCWIflAnON
<br />IN ON" TO VERIFY THAT ANCHORS ON THIS P.LD AS TESTED WERE NOT OVER *-IN SO, A 131 INCRICkSE #4 AUO*Alkfi
<br />STRESS FOR WIND LOADS WAS j= USED IN THEIR ANALYSIS FASTENM SPACING TO WOOD HAS BEEN OrTERMINFID IN C 3) UININUM EDGE DISTANCE OF LAC SCREIRS INTO *000 SHALL BE AS INDICATED N THIS DRAWING
<br />4 M. '
<br />SIORM PANEI'S ADEOUA`_1 104 IMPACT 00 WOO RESISTANCE HAS BEEN Y13brIED .4 ACCORDANCE VAN SECTION 160.1.2 OF C.4) M040LAM PENETRATION OF *Ono BUSHING SHALL BE 5/9' 1/4' 0-20 SCREWS USED SHAU K 1 1/2* LUNG MINIMUM
<br />INC . MENTIONED CCIOC AS PER AhIERICAM TEST LAS OF SOUN FLORIDA REPORTS, 00614 01 -01 AND #0212.02 -09� AS SHOULD SfX0 EXIST, AND I' SAMOAN! FOR WALLS VAIN NO STUCCO
<br />PER SSM 12-011 & ASTM C 3M-02 STANDARDS, AND AMERICAN TESTING LAN SOUTH FLOR03A REPORT $1 1 2301-10 AS PER ___1
<br />1AS-ZOI AND TAS-2W PPOTOCOLS. AM AS PER CALCULATIONS PERFORMICI. IN A"ORoXNNX W/ ST"am 1604 or THE C5) 04 CAW 41AT PRECAST STONE. 00 PRECAST CONCTWIT PANELS. STUCCO ON *ODD BOARDS K FOIAND ON THE EXISTIM0
<br />r WALL� ANCHORS SHALL SIT LOW ENOUGH 70 REACH THE MAIN STRVCTURE BENNO SUCH PANCILS
<br />kop"OA 9L41.0m CoCC ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) & CA) %
<br />2� ALL ALUMUNUNI EXTRLISIONS 10 AL SOU-76 AUDY A04D TEMPER (UNLESS OTHERINISC MOTTO) SEE SITE 2 (0) ANCHORS SHALL ft INSTALLED rOLLO"MU ALL O� THE RECOMIALMIDAHONli AND SPECIFICATIONS OF INC ANCHOR'S MANOF&I'VITIR (1110,
<br />3 AIL ALUMINUM SHEET METAL USED AT SLM, HIS 5Hki JWT 3IQ!),-Hi4 ALLOY 0 PAWLS MAY ALSO BE INSTALLED HOPOZONIAUV fOLtOWING )NSTALLATION DETAILS SHOWN ON SECTION I THROUGH IS (Sptcys 4 ew 00
<br />4 ALI STEEL 5.EfT METAL PAWLS SHALL NANA SIRL)VURAL, QUALMY SICa. AWN A-653 GRACE 80 MORWM. 0-60 rALVANIZED TUROUGH 5) CYCEII TNAT WAOCR50 k(D SI%ALL NOT RE U50, . ,d
<br />SICIL 017SIGNAION W/FY- 922 Kai (AnFR ROLLED). V ft SHALL Or THE RESPONSIBILITY OF THE CONTRACTOR TO YCRI INC SOUNDNESS or INC STRUCTURE YNIM SWnEp IS TO BE
<br />5 ALL sMw% to RE STAINLESS STEEL j" op jtfi MSj srWEs OR CORROSION ItESISTANT, CoXiEt) CARBON STEEL AS PER INN ATrACHED TV WISURC PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY K ATTACHED TO CONCRETE. BLOCK 09 wow mm A
<br />5M;83W/ 50 "; YdELU STRENGTH MO " kv TENSILE STRENGTH AND SHALL COMPLY III/ FLORIDA PLACING Com SECTION BUILDINGS, �a
<br />241 3.4 10 004 RECULAR STORM PANE� WIN LENOtHIS OVER W, As PER SECTIONS 1, 2. 4. 5. a AND ALTERNATIVES m So & 4W ON
<br />SHEETS 4. S. 6 Ar 7 RESPECTIVELY. SHALL HAVE A LEGat MO READILY VISIBLE MARKING INSTRUCTING OWI 04 TILIVINI TO
<br />II 90i.rS TO K ASTU A- 307 GALVANIZED STEEL Oft AISI 304 SERIES STAIMLES5 SlItti., VAN A III MINIMUM YCILD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT O~ FICANCOS, OF HURRICANE WARNING
<br />? ANCHORS 10 WALL SHALL tif AS FOLLOWS 11 THE INSTALLATION CONTRACTOR I% to SEAL/CAULK ALI. SHUIILR COMPONENT EVAS WACIH REMAIN IN CONTINUOUS CONTACI WITH
<br />(A) M_ THE BUILDING TO PREVENT WIMID/PAN INTRUSION
<br />- i 1, NAWF klftD BY IJ W. BUILD17k INC (Min, 04127 11 2-0 12 STORM PAWL INSTALLATION SHALL COMPLY WIN SPECS INDICATED IN THIS DRAWING PLUS ANY OUKUXMG AND ZONING RECULAIIONS
<br />1/4' It . 7/0* CALK -IN ANCHORS, AS MANUFACTUMED By ISEVA0 INC PROVIDED BY T14E jLWSDmCiON WHEK PERMIT! IS APPLIED To
<br />- 1/4' A � 314' SOLID -Sr ANCHORS. AS DISTROUIT.1) BY Ail POINT SCIRM. BUT A SPECLkTV CO
<br />(MI. _3000 P'...) IN (a) THIS PRODUCT CYAUJARON DOCUMENT (PED) PREPARED In THIS ENGINCCIP IS GENERIC AMC DOES NOT FIRCIVITAL INFORMATION
<br />- 114-10 PAMEtMA7r FEMALE 0 e, PANEUMATIE PLUS ANCHORS, AS MANUFACTURED 8V EICO CONSIMICIM PROCIUM FOR A SITE SPECIFIC PRIGUEDT. , o WHERE THE SITE CONWICMS DEVIATE FROM THE P ED 1
<br />- ,/4"* 1AMAr MAXIM ANCHORS, AS MANUFACTURED BY DIEWALT. -%C (III CONTRACTOR TO RE RIESPONSIBILE " THE SELECTION. PURCHASA AND INSTALLATION INCLUDING LIFE SATIETY Of THIS PRODUCT
<br />A 1) MINIMUM EMPIEUMENt OF UPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4o. 2* FOR FLCO PANELMAtE AND BAMD ON THIS PID PROVIDED HV/SML DOES NOT DEVIATT FROM THE CONEIVIONS DETAILED ON THIS, DUCUMINIT
<br />1 3/4' FOR ZAVAC NAIUN ANCHORS CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S FIESPONSSUP
<br />k2) CALK-44 & SOUI ANCHOWL SNAIL IN LMC1EDCfD 1/6' INTO THE POUNILD CONKRIETE NO CUBED" IWTO (0 THIS PRODUCT EVALUATION OCCUXENT WILL K COkS*EM gWAuO if moprim
<br />ITUCCO, SHAU. BE PEFLOT?tu 1/4* 0-20 $CREWS USED SHALL RE 1 1/2* LONG Wmmtjw SHOULD STQCCO tw� (dI SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A RDRIOA REGISTERED ENGINEER OR ARICHIF11171 *Nick WILL. ercomf tw, (
<br />MO I' WNMWM FOR WALLS WIN NO STUCCO, AND MAY BE KE40ED SCREWS UK ALI THREADED SCRCW5 W/n WAD. ENGINEER OF RECORD CC O.N) FOR THE P%�ECT AMC WHO WILL ft RESPONSIBLE FOR INC
<br />BUT WITH WIND NUTS PROPO4 USE OF THE P E 0 ENIGINEIR Of. ECORD. ACTING AS A IXLMVED ENGINEER TO THE
<br />PC D ENGIIIIIIER, SHAJ.L SUBMIT 10 THIS LATTER THE SIR SPECIFIC DRAWINGS FOR KEY".
<br />A-1) IN CASIE NAT PRECAST STORE. PRtCAS1 CONCRETE PANELS. PAVERS. StUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTWIC WALL OR FLOOR. AWHOn SHN A BE LONG DOUC,41 TO REACH NL MAN STRUCTURE BEHIND SUCH PANELS (.) THIS P.C.0 SHALL KAN THE DAIL AND ONIGINAL SEAL AND SIGNAIURE IV THE PROFESSIONA4
<br />AW-HORAM SHALL BE AS UENTIONED in A 1) AND IN A 2). ENGINEER OF RECORD THAT PREPARED Ft
<br />(0) TQ_L1=K.LQN1CRM &DGK.W.%.L ASrW_C_-A 1. SkLm MANUFACTUMER'S LABEL SHALL BE LOCATIEZ ON A REMALY VISIBUE LOCATION AT STORM
<br />. 1/4- 0 TAIPCON ANCHORS AS MAMUIFACIVREO BY I I W RUNIDEX. thlt PAWL SHUITIER in ACCORDAMCC WITH SECTION 170992 OF FLORIDA BUILDM CODE ONE LABEL
<br />- 1/4" & . 7/8* CALK -IN ANCHOR%. A' MANUFACTURED BY DENALI, W S94LL BE PLACED rOR EYERY OPENING LABOLINO To COMPLT WIN SECTION 1709OL3 OF THE
<br />- ;/4 . 0 X 3/4' SOUG-SET ANCHORS, A$ DISTRIBUTED BY ALL POINI SCREW. 9OLI A SPECIALTY CO FLORIDA BUILDING CODE
<br />- 14. 10 PAWtMATE FEMALE to AND PAMELMATr ftUS ANCHORS, AS MANUFACTURED I" ELCO CON91RUCTION P IRUO
<br />-
<br />- 1/4' 0 7AMAC NAJUN ANCHORS. AS VANU1AC;1JRED BY DENALI. INC " P IN5M, �. - W/11�
<br />`,�` � 11
<br />. ,
<br />0 I) MINIMUM EMOLUMENT OF 1APCO" ANCHM. FICCI PANCIAIAtICS AND ZAMAC NNON ANCHOR. INTO HNI, ocmsN
<br />BLOCK UNIT SHALL at I i/4' I .1. �" FLORIDA BUILD114G CODE (Mw Nigh Volocltyy Hu cone Zono)f
<br />: *. oWNO %F= w Cl�
<br />;
<br />40 �61 .
<br />0.2) CAUl-,N At SOLO -Sr ANCHORS SKMi K CM5EDDFD 7/6* INTO THE CONCACTE OLOCA UNIT NO 'Em %,44 7 � . 1 24 GAGE GALVAMO STEEL STORM PANEL NWWH ft
<br />SIUCCO SHNA 13E PERMITTED 1/4' 020 SCRM USED SHALi. BE 1 1/2' LONG MINIMUM S�WUD T rxjsl� * - -
<br />'fP A - `711LIECO.mir \ — -_ - W/-/�
<br />AND I' MINIMUM FOR WALLS WIN NO STUCCO %. STATRI . . I / I GLOUL PROTECTION PRODUCTS. U.C. OUP
<br />i, *:I'*,. 1`1 .
<br />. . - -
<br />B.,N) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR *000 99I K F . - ORI ` - ",�" a tImpompioa .m .. I V.w
<br />DrISTINC. WALL ANCHORS SHALL BE LONG FNOUGM TO REACH INIE MAIN STRUCIVRF BEHIND !VAMJCk , . .. . I.P.1.2 - - TWWL I MI.O.,)", 20-175
<br />�� - � OWN. qeft_� 'a
<br />ANCHORACIE SKNU. BE AS WENCIONED th 8 1) AND N 8.2) f16�i ..." C,oXWI1 IS 1 31n,ft ONNOM .
<br />- 1 - 1L.. 1 -
<br />'404011 -X aft/wowaxvwl OWIP Az .I. It , I " , P" 14tt I IN Is
<br />____ _____,__._ FLINCA Lit A IF � I I I , i "I I
<br />.
<br />INSTALLATION DETAILS FOR REGULAR PANE
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />POURED CONCRETE - CONCRETE
<br />. I MRIFTE IlLm 97 0=10MOCK
<br />- Reou"m
<br />, RNTLIMED V, I
<br />.
<br />- ! ; A CONCRETE ANCHORS V, It-
<br />, ,
<br />I
<br />CONCRETE ANCHORS ., , - , I
<br />. I
<br />" �
<br />- _� 1", 1,�
<br />I
<br />(SEE SC44EOLU ON , (SEE SCHEDULE ON "
<br />SHEETS 9 THROWN 10) " , C21 SHEETS 9 THROUGH I., , EXISTING POURED
<br /> 20 CONCRETE OR
<br />I- - � I " I . ! - -.1 �� j CONCRETE: BLOCK , -
<br />� 1/1. REQUIRED. 03 ___; ..r
<br />Q6
<br />; 1/0 1 ,I/4' . �,
<br />�'?'i,�� I". . - I- - - - ____ �,�, MAX -1 CONCRETE ANCHORS .
<br />I I .,.�',.; -
<br />" �
<br />E_ t ,��,' ,C�. �'_` , i � ==' To . 0
<br />� ", I I , I I I .
<br />. � ,.gw I
<br />, �._ I "..; I I �1.
<br />"., , .
<br />:. �;_�,��-,,�,,,� , " I . I
<br />� e': , _ , �, .1�1.11' � .,� '. �, I ".. I 1)
<br />R .."1111 ��, ,� I�1� C -01 V E , �, �,
<br />i A - _ 10,
<br />; i , /�-
<br />T . - I IV,* - SA". - . .111�11'1 I �
<br />. 1. ,^--soil ".. . I -� "�
<br />,�Wi, a
<br />, I I � a , 11 I �11�',
<br />I
<br />; - ii,P Y' - - I s,16i . �c �
<br />I SEPARATION ' 0 11 SEPARATION I � on , NP PMU " I �
<br />L � " i
<br />1. __ TO CLAIM I (141 FOR NNIL TO CLAM. union am r4n I I I I
<br />umm am r-41 ,:" .�
<br />- !�i,r!�, �,,
<br />I A ; ;�� -,,�!,�.g,�, I
<br />EXI (!Wx scirmt V wo, (SET SCHLEDOU " � , 1
<br />..... "I'll.
<br />=--i ON %MEET 3) 1 I PANEL LENGTH "I ON SWITT 3) i I . I I
<br />, -OLnr Mo, SEPARATION m m.
<br />I I (SEE SENT IT I 'L" ma. 'I i PANEL LENGTH
<br />I I ON SHEET 3) a I PANEL LEMON -4 0 CLASS
<br />I . I (SEE SCHIOULC (SEC SCHEDULE : (SEC SCHEDULE
<br />-- � I ON SHEET 3) t.1-1 77' - I ON SHEET 3)
<br />(SEE ...=. , 'I 10�1 I I .A I
<br />SHEETS I THROW" 1p� I - cl) we ,C � I ,
<br />� ObOx . : �j EX i
<br />�� F *L I I
<br />1�, "'�,T I =4 ='-
<br />, ,Y�;%�.,,
<br />,_, ��,� I
<br />�� 11, .1 " 1 4. 1 km I 60% I
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<br />i T� . ��',,,'� 11, I or 'r . I I
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<br />. .� - . , . " .111,;
<br />C � �m�ll �,, I I .� ", I .1 ' "I ;
<br />D L I I -I I I I E. )� ,: .�, , il, , ED. �,, �,�, I
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<br />I � .,�, . ;�. ". �) I I&
<br />I --I-.j - .<,:�, I . . I
<br />" �,, I : I 1. � ".
<br />,�:111, - 7 ,."", ,.
<br />. , ""? EXISTING POURED - 11 I Oc ,L; , ; APPUCAGU)
<br />., ,
<br />- Ir �� � CONCREFF Opt " -11 101" Col"GRETIC ANCHORS ,
<br />, I 41.11 NO, .Vmm .w CONCRETE &am I ;
<br />.- '-S&"./mXF I - ,�,e�.,`
<br />_
<br />I ��, 1, ' REQUIRED. - 1 i . (SEE SCHDOW ON � ,. I
<br />'� @_ -40-4.1.- ',I' o'"OU M SMW CA 2 10) V
<br />I- � "' - --A I � , ,
<br />" t j,� - I- wil - I 1 IT4 oz. �1. � rl I IIHEETS , WHEN ,,, ;," .,
<br />`
<br />11, - - . ALTERNATE .,�', �,,. �.
<br />4 �, %,
<br />.4i. LEG LOCATION , , � �: " :611 _.N . COSTING POURED CONCRETE
<br />W . ARE USED a w/ WHI�4
<br />ALTERNATE CONCRETE ' = T PAWLAMITS OFT CONCRETE BLOCK
<br /> -11 COnC= CONCRETE CONCRETE ANCHORS � ARE USED. REQUIRED,
<br />ANCHORS DICK REQUIRED. STAGGERIM W/ STUD
<br />(SuSCHEDULE ON (SEE SCHEDULE ON
<br />SHEETS 9 THROUGH TO) SHEETS 9 THROUGH 10)
<br />sump -pia ,mpuwT,NG WA66 jQift WALL W)Uftj
<br />. . WNG I!
<br />SECTON4 MR%,; .J100ECT MOU
<br />SCALE 3/B. WALL 3/6-t-
<br />'0 ... tototlo"sfjto
<br />'. , ". �%�q
<br />" .
<br />. .
<br />. .
<br />- .. EN -. FLORIDA BUILDING CODE (Mon High Volealty Nu Icons Zone)l
<br />: . 0.44167 -` amoo xmc� oc, 24 CAGE QkVAWZEO STEEL STORII PANEL r.`
<br />. . 04-61
<br />2 * . - --- -_
<br />CO. - EDGE DISTANCE MM FOR N OF SLOM- I * .. * �_ : L 07/V/�
<br />'I GLOW PROTECTION PRODUM 11C. mm
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE s _q�-. STATE og ,�-. - 7:� � ow &W. 5 THIRTY
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY S00".. 1,01110"...* awl.,L'Al.
<br />JNSTAUATJON. -, .:,` PHONS, DIN)INW-75011L fAt (06)60-gm 20-175
<br />�'t .. � I -.I d.ww I- Owsm IN,
<br />I I, ',.;,',7,, 1-6-0 IV`--, i - - - WALTUI A. - I - i . I omw 4 ff m -
<br />I , 3 1 , E ,,,v i., it " F09 - 11 I
<br />I - I
<br />INSTALLATION DETAILS FOR REGULAR PAN L (f) INTO WOO
<br />,,
<br />.- � �,_ - .
<br />�
<br />,
<br />-
<br />. �
<br />I ALTD"Tt LEG
<br />4,.O* (I J I I � - - " ! I . . LOCATION
<br />WAM .Mx== , , I I . � �1�
<br />ADDOUACY OF EXISTING WOOD I I �� 1. , I . .
<br />KAM TO BE CENTIFIED BY .. , , : 1, . .�
<br />REGISTERED ENGINEER 00 Aq - C6 . �. , 1, * i�:
<br />ARCHITECT PRIOR TO SHUTTER """ . t ; � .�� ,, - .* - o! A 0
<br />01451ALIATION. I p , I ; I . -, ji , -
<br />. � r . ANENT ALTERNATE WOW AWN= ,�� , I I - I* MP,
<br />I ,, � r.,`C..HEDUu ON (SEE SCHEDULE ON 1; I _w ;9*.,* Rp so" WAD
<br />I . 1__ __� ' L _�_ - . 'S' "
<br />, , SWEET I 1) SHEET I 1) : _J�,.:r _ , , ,/4-Im.l. IS =.
<br />I . r- US , � . . _ :1� : � I In- . . __L_ � 7 a u I/r oz
<br />1 4
<br />1 , , , - � 4 1/0 WOW HEADER �, I I i 117- -, .1 _'. ____ .----
<br />I (D - I - I "' I REOUNKED , , - I - 7 sC:;10= �, I - A /,...mow I
<br />1w .0 - �
<br />EXIST G I 8, ,I I I I I I . I ; 0 :
<br />Wool) ANCHORS I I 1 6 1/4- ac
<br />11 i I (SEE SCHEDULE ON " - ' X 1�t.J �� �
<br />I � gem I 1) I . i
<br />I C .1, i Z, �
<br />,t
<br />1,CPAKr1;N TO I � . I"
<br />. 1 GLA.n 11 , I : - L - - - '� I
<br />ST ,�$
<br />NUE I rpl. j I --- I
<br />ON SHEET 3) A 0-E-A � Imin wLPRMAIIOM TO GLASS. 11.1 MAE
<br />I ,,A - " , - �
<br />I ==11_1I It" MAX I 11'r PANEL
<br />I . E�-o anvil
<br />, 1 46 , J WN (SET SCHEDULE
<br />I I - - , PARM amm" � =m airy-41 ON SHEET 3)
<br />1 (SEE SCHEDULE ,
<br />I --- �� �� I I I =W%i I - i I
<br />I - I - ON SHEET 3) 1 " I
<br />I I I I
<br />I - � I AV -- - - - I 1.
<br />I I - , __ - - .- .L� . .- "
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<br />I 1 50111; 11 ,
<br />I _� fo, OF ILI I I I j N I :
<br />I � _
<br />I (4 i , ! i - i
<br />I I 0 12 112- OC. : To , -- - - ,� � -
<br />I I , . - 1/2
<br />-0 FINISH, !_ - , q "
<br />I .: i 0 I e*-. ;�, * 0 C
<br />ALLOWED I I 1, I E I 0 . .- I ..-
<br />I , �L� � 9
<br />__ - I � . L I
<br />. I - WOOD PLAIT- ,
<br />- DECK REGIMtM QUIRED � ANCHORS
<br />� : . - - . , 4 , - 2,Xs" WOOD 2*.d' - I
<br />WOOD ANCHORS I r.00S.K.L. On
<br />HEDUUE 014 �, . I . . � Swr I 1)
<br />- - . -
<br />W. 1) - . - ::: __ - , . . , - I RE I , � ,�
<br />I
<br />__ -1 I
<br />___ .2. min, - - :.I � ., . . �
<br />.
<br />CEmamim RuNlING BU�� NQ
<br />TE Tift
<br />'GW
<br />smz 3AIIII, 1041"Ift,
<br />,.INK SCALE 3/8-1 -
<br />1,
<br />..�:.Tz '�
<br />.
<br />-
<br />NOI .1--X. %�C-Eft�-�.:,�,?
<br />: 57 * .
<br />.
<br />. NO. 44167 . FLORI DUILDING CODE (Mon H;gh Velocity Hu cone Zono)l
<br />,
<br />.
<br />NOTE MR COMBINATION Of SECTIONS: I INSTALLATION ARE ONLY VALID FOR MAX A.S�D I ; . "m mmao, m FLORI lj�.
<br />TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.m.f) AND PANEL LENGTHS 'I *. . Sm;OF � * 24 GAK (MILVANIZE0 PEEL STORM PANEL � In I
<br />COMBINED IN AINY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 .. I -
<br />2. FOR NEW WOOD FRAME CONSTRUC71ON: WOW , i
<br />*MAI LATION . ,,, ..: , I-
<br />I MEMBERS TO BE SOUTHERN PINE No 2. IN/ SPECIFIC I ��- ._,_��_- / 11LIECOI... MOUL PROTECTION PRODUCM UC- 171"Am
<br />I-—
<br />DENSITY OF 0.55 OR EQUAL. I �Z -1 I ww- #m %*. IN go= am
<br />I
<br />01.1 i *1uF
<br />,�t pmg. ,, m DRAL FL 1430,
<br />I I - - PWOK "-)M-7*W I'AL 'Dow)w-am 20-175
<br />.... . . - DAMON@, .
<br />04. UNUSpoitualumt o�-cowto me ........ - -
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<br />SHEET NO.
<br />SH 1.3
<br />_____n' ______
<br />INSTALLATION DETAILS FO PANEL I
<br />I N . INTO WOOD STRUC , - *1 . _,�-( - .1 - . - --- - -_ I
<br />1. I � ! 11 , . I . I II
<br />— � I - � SCPARIKYQN I
<br />" - . �11 WOOD ANCHORS I . . -1�� . . � Is To GLASS. I ( P
<br />I I�L _?SICE SCHEDULE ON I . I � -,: a scHrouLE f , 1111a�
<br />- 1, . ,,; . I,: 30 t/4*_w, I ON ; V. -
<br />I � i SHEET I 1) I : 6 HLAD amn SHEET 3)
<br />, i IS
<br />'w
<br />I L I . . * 4,/v Im - m 11� � - -, k �
<br />,/ _--ij, 1. �_____ ___ �; , � I . -, _77_� _� --- =n-C
<br />�, 4, I , li " . I " � - LL I 11 V m
<br />CA, 1. 1 � " 1 _T
<br />I I ,, � - I
<br />ER I , . , , : � � . I I - - � t PANEL LENGTH
<br />wow R" . �, " : C2) wow ANCHORS - I =111� �_ I (liff SCHEDULE
<br />REQUI ED I'll w - . .- . I I I
<br />I . 11, I (SEE SCHEDULE ON � 1� � I I I I _'YA_= �� �� ... L�, ,
<br />L . 1/,. swrr 11) I , V I . 11�= at L I __ '.. ON ,
<br />. : I. ,a MAX. , , Q - 0 - t i � 7 r-,Wj ji -1 _ I .. ,&,e
<br />. mgp� -
<br />I I 1/2' SPACER.
<br />'. LL -1 I I � - Cl) OF Ir
<br />I I I MAX.
<br />r .. I L
<br />r � 6 *000 HEADER _ , -
<br />�
<br />I i I REQUIRED I I ED' ,. i: - 1
<br />�, : I L . L
<br />I 11 . . �, " _ _ " .r ....... � I !
<br />I . , . I _ - �,�7 1
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<br />11 .. . : 1 10 ED I z , : I
<br />I
<br />- I , I - : .6 I � . , , , , . , ., , � - A- - I
<br />I I � 1 � . . � I � 0 I' -. LONG AL- SPACERS, 0 12 I/?-
<br />! 0 C (SEE TABLE #I ON IMECT I 1.)
<br />I kb,. 1 'Cl I .'I L rf NOTE - WGIN I'M LIMITATIONS FOR
<br />I 5 1. I ,� � '' , I - LONG SLEENTS
<br />EPAMIM I 'L* MAX, 11 PAMEL MAX � 1 1/2
<br />I_ (SET 5CHEDI LOM
<br />10 GLASS I PANEL aN4N I (SEE SCHEOLAT L ' �
<br />11 ON .SHEET 3) : ,� (SEE SCHEDULE I . I I ' - PAWL MATE tENIALF ID OR PANEL MATE
<br />I I . ON %III 3) 9 , ON SHEET 3) �
<br />_,:� I I PLUS (SEE SCHEDULC ON SHEET I 1)
<br />. I �
<br />I & IN wo .1 , . I I
<br />, V I . I w.. ! .- i
<br />I r wnxma I SEPARATION
<br />I To :
<br />EXISTING ,I " - L I WWPM OAR r-n EXISTING ,= 2'X4* WOW I
<br />___1 . I—) PLATT RECRAIRED
<br />GLASS I I I GLASS [IsEr I -.0 I
<br />I � I I ON ImEr 3) -, DIRECT mom W/ SPACER 6
<br />[7 ' 'AL I * ;
<br />I I- I : L L 174 SCALE 3/8.$-
<br />1 i ( D, -�] - D.C. III
<br />- SEE TA81E
<br />I 1 5ox 1 L F, " 11 6 12 1/2 AX JI. ON SHEET I I FOR MAX, PANEL LENGTHS &
<br />I I Or IL I - "f I DESIGN L04S FOR THIS INSTALLATION.
<br />I F.- 1 C4 MAX. ED I I .. I
<br />- r 7 . I I , - Koc�� � , I I
<br />I , " 0 12 1/2' 0 C ! -6 1 . __j
<br />- 4 1 �L, -_ ' I , .
<br />� I � I --'--'-- - ------- ---. -_ --- �
<br />TO , - �, 11 I i
<br />I . ;
<br />�. . - .am" !4 _- I I ..� 1: wow ANCHORS ** mm I
<br />� - . . .1 - f L 1 , , I STAGGERED W/ STUD I
<br />I I , , I . I i ; (SEE SCHEDULE ON SINCER 2A W RE I Ilr UING r
<br />- _ - -- 1_! . I I
<br />. . � ;, � L SHCr1 I 1) (1) PKL%Lam Is I*= To A Ow sm" &*Am= wm "17-0 . I
<br />m mm" ION ART
<br />2*.4 - WOOD . I � . I : _(4) *1111m. � 1'. . NEW. Am =XY =11row *"311). 1
<br />REOU1110 � - , I :1 , _ mukm MEW" .
<br />PLATE � 1:j WOOD ANCHORS " MR. samownum To QLAss mism"D I i ; , , ','� . .4" *Mo
<br />I . I STAGGERED A/ STU - As I � ,E) =Im.4-=.: I mN.,TE.,�7,-.. Go I
<br />I I (SEE am SHEET a Not WE mxm To 1/6 , " �
<br />: SCHIEbutr (Mo LONG AS RIE :TRUNWNG conalloot ABC I _ ' L. - - - 1. PLATT REQUIRED
<br />. I SHEET 11) compLa oft I Clift 4 A fAUMNMM FROM It %1r " WAI" MIXING) 04 I
<br />L I I (t) NOR" ASO CUM 19 I i PM 61
<br />L PA*M 6 -ft -44 � �t � ! (3) wx at *m on" uDow Is Lam IQ 011* AT I
<br />1. J I ANY ""
<br />_L L I . (1) wjmw sTow vNift LENGTH 4 WALL MOU PE51 MOUNT I ="" ion" &Lam OR i
<br />w smw Ill,
<br />I AILTEARMAT41 2W (4) I I/r LONG W*= MPOMM &A MOLL K AS S*D= ON I
<br />go I (s) snow PANEL. mwumm a I SCALE 3/0-1- i TRw4==w I �
<br />" wo Aw carm wow mom WILL. 1. 2 g um whomm &A n ONLY
<br />ALM&TWIVE 1w I IAW 3 As oulmm or MON
<br />i i I c-ism so-w" Am THE 2= CTW, gm"I or THE now
<br />WALE 3/8-1- ; (4) You* asur ran olis 1 eLkwo cow
<br />i� . I A, 3 PIM AM C i
<br />i , "mom I
<br />A. --_'_ -.-- ---'-'-'L ... � ___J
<br />......
<br />....... .....
<br />. ..
<br />..� ou %. FLORIDA BUILDING CODE (Mon High ftloclty Hur cons Zone)
<br />NQM_Fog COMBINATION OF SECTION ; I INSTALLATION ARE ONLY VALID FOR MAX. ASO. * .1 No. 44167 ". I wm r4nm ". 24 WM GALVAHM STEEL STORM PANEL r .
<br />DESIGN PRESSURE RATING (p.t.f) AND PANEL LENGTHS :
<br />TOP & BOTTOM MOUMTiNOS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR z ; 111, . � In,
<br />. , * -
<br />" 1' . DATE
<br />COMBINED IN ANY WAY To suly ANY ALTERNATE 2W') ,% STATE O'!E) �j 11LIECOmIc. GLOUL PROTEMON PRODUCTS. Ur- "'"'""
<br />INSIALLATION. X� ORIDI-.'" - — OFART .m So. s, snw
<br /> w I - am. rL m.
<br />dosw -A - .. J
<br />1 2 FOR NEW WOOD FRAME CONSTRUCTION; WOOD "A.H.140 - .11 � M4)M-7M. fW (vm)ok-am 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC N � it .AJ - .wj:,�r IM.1 "N000 Too
<br />I DENSITY OF 0.55 OR EOUAL. I I 1 No "'Al PM _ WA"$g No,
<br />.wwwwwaumEmAlt !, .. .
<br />.
<br />I --- ______ . .�Z- TRI . ""', - I i . I I � 4 OF 11 I
<br />I I
<br />_ --- _ ---------.-
<br />GENERAL NOTES
<br />fc) 19.1XISDII12-024--mn, Sf%IXK- wkw0_fi_�_Q.%1jwj
<br />���II�� A.jt�Mlj-m DMIN'ElINT CP ED.) KOS SEEM VERWIED FOR COMPLIANCE ft ACCORDANCE 1/4"O TAPICOM ANCHORS, AS MAWAClURFD BY I I W SUMOEX. INC
<br />WITH NIE 2020 (7th EDITION) Of THE FLORIDA SUILDINK. COVE, THIS STORM PANID. 94ALI NOT RE INSTALLED At HIGH - 114-10 PAMICIMATE FTMALE 0 AND PAMELMATE PLUS ANICHOIRS . AS MANUFACTURED BY CLOG CONSTRUCTKIN POOOUCTS�
<br />VELOCITY HURRICANE ZONES
<br />DOSIGIN WIND ,�GAGS SNALI S�IAMI-DAIOIE / "MARV COUNTIES) - 1/4-0 LAC, Salm PER mm�s
<br />DIETERMINCO AS PER SECTION 1600 OF THE AWK MENTIONED CODE FOR A BA7AC WIND - 7/16'0 . 5/8* WOOD PUSHING. AS DISTRIBUTED BY ,ILL POINT SCREW. 0I & SPECIALTY CO
<br />SPEED AS RCQUIRED By THE "ISIDICTICIN WHERE STORM PANEL WILL BE 14PALal). AM FOR A D11MVIONAXY FACTOR
<br />KD-Oft USING ASU 1-16 AND SHALL NO OCEED THE MAXIMUM �kSD) DESIGN PRESSURE PA71NOS INDICATED ON SHE m, C 1) MINIMUM T"READIED PENETRATION INTO WOOD OF IAPCOM ANCHORS SHAU. BE I 1/2' AND 2' Volt Ft CO PAWLMATE PLUS
<br />3. 9 THIRD 12 4, 17, I$ AND FAMMANNUIC FEMALE IO
<br />in ORDER to VERITY THE ABOVE CONDITION, ULTIMATE DEVGM WHO LOADS DEIEFUNTO PER AWE 7-16 SHALL BE FIRST
<br />REDUCED to A.S D 01-VGN PRESSURE RATING BY MULTIPLYING THEM BY 0 6 IN ORDER TO COMPARE THESE W/ MO (A.S D) C2) MINIMUM NRFADCD PCWTVATION Or L4C SCREW, INTO THE WOW FRAME UNIT SHALL. BE I 1/2' NO THREADED
<br />DES" PRCSSURC WINDS INDICATED ON SHEETS 3, 0 NRU 12 & 17. 1111 PENCIINATION INTO STUCCO SHALL K CONSIDERED AS PART OF INC REQUIRED THREADED PCWIflAnON
<br />IN ON" TO VERIFY THAT ANCHORS ON THIS P.LD AS TESTED WERE NOT OVER *-IN SO, A 131 INCRICkSE #4 AUO*Alkfi
<br />STRESS FOR WIND LOADS WAS j= USED IN THEIR ANALYSIS FASTENM SPACING TO WOOD HAS BEEN OrTERMINFID IN C 3) UININUM EDGE DISTANCE OF LAC SCREIRS INTO *000 SHALL BE AS INDICATED N THIS DRAWING
<br />4 M. '
<br />SIORM PANEI'S ADEOUA`_1 104 IMPACT 00 WOO RESISTANCE HAS BEEN Y13brIED .4 ACCORDANCE VAN SECTION 160.1.2 OF C.4) M040LAM PENETRATION OF *Ono BUSHING SHALL BE 5/9' 1/4' 0-20 SCREWS USED SHAU K 1 1/2* LUNG MINIMUM
<br />INC . MENTIONED CCIOC AS PER AhIERICAM TEST LAS OF SOUN FLORIDA REPORTS, 00614 01 -01 AND #0212.02 -09� AS SHOULD SfX0 EXIST, AND I' SAMOAN! FOR WALLS VAIN NO STUCCO
<br />PER SSM 12-011 & ASTM C 3M-02 STANDARDS, AND AMERICAN TESTING LAN SOUTH FLOR03A REPORT $1 1 2301-10 AS PER ___1
<br />1AS-ZOI AND TAS-2W PPOTOCOLS. AM AS PER CALCULATIONS PERFORMICI. IN A"ORoXNNX W/ ST"am 1604 or THE C5) 04 CAW 41AT PRECAST STONE. 00 PRECAST CONCTWIT PANELS. STUCCO ON *ODD BOARDS K FOIAND ON THE EXISTIM0
<br />r WALL� ANCHORS SHALL SIT LOW ENOUGH 70 REACH THE MAIN STRVCTURE BENNO SUCH PANCILS
<br />kop"OA 9L41.0m CoCC ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) & CA) %
<br />2� ALL ALUMUNUNI EXTRLISIONS 10 AL SOU-76 AUDY A04D TEMPER (UNLESS OTHERINISC MOTTO) SEE SITE 2 (0) ANCHORS SHALL ft INSTALLED rOLLO"MU ALL O� THE RECOMIALMIDAHONli AND SPECIFICATIONS OF INC ANCHOR'S MANOF&I'VITIR (1110,
<br />3 AIL ALUMINUM SHEET METAL USED AT SLM, HIS 5Hki JWT 3IQ!),-Hi4 ALLOY 0 PAWLS MAY ALSO BE INSTALLED HOPOZONIAUV fOLtOWING )NSTALLATION DETAILS SHOWN ON SECTION I THROUGH IS (Sptcys 4 ew 00
<br />4 ALI STEEL 5.EfT METAL PAWLS SHALL NANA SIRL)VURAL, QUALMY SICa. AWN A-653 GRACE 80 MORWM. 0-60 rALVANIZED TUROUGH 5) CYCEII TNAT WAOCR50 k(D SI%ALL NOT RE U50, . ,d
<br />SICIL 017SIGNAION W/FY- 922 Kai (AnFR ROLLED). V ft SHALL Or THE RESPONSIBILITY OF THE CONTRACTOR TO YCRI INC SOUNDNESS or INC STRUCTURE YNIM SWnEp IS TO BE
<br />5 ALL sMw% to RE STAINLESS STEEL j" op jtfi MSj srWEs OR CORROSION ItESISTANT, CoXiEt) CARBON STEEL AS PER INN ATrACHED TV WISURC PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY K ATTACHED TO CONCRETE. BLOCK 09 wow mm A
<br />5M;83W/ 50 "; YdELU STRENGTH MO " kv TENSILE STRENGTH AND SHALL COMPLY III/ FLORIDA PLACING Com SECTION BUILDINGS, �a
<br />241 3.4 10 004 RECULAR STORM PANE� WIN LENOtHIS OVER W, As PER SECTIONS 1, 2. 4. 5. a AND ALTERNATIVES m So & 4W ON
<br />SHEETS 4. S. 6 Ar 7 RESPECTIVELY. SHALL HAVE A LEGat MO READILY VISIBLE MARKING INSTRUCTING OWI 04 TILIVINI TO
<br />II 90i.rS TO K ASTU A- 307 GALVANIZED STEEL Oft AISI 304 SERIES STAIMLES5 SlItti., VAN A III MINIMUM YCILD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT O~ FICANCOS, OF HURRICANE WARNING
<br />? ANCHORS 10 WALL SHALL tif AS FOLLOWS 11 THE INSTALLATION CONTRACTOR I% to SEAL/CAULK ALI. SHUIILR COMPONENT EVAS WACIH REMAIN IN CONTINUOUS CONTACI WITH
<br />(A) M_ THE BUILDING TO PREVENT WIMID/PAN INTRUSION
<br />- i 1, NAWF klftD BY IJ W. BUILD17k INC (Min, 04127 11 2-0 12 STORM PAWL INSTALLATION SHALL COMPLY WIN SPECS INDICATED IN THIS DRAWING PLUS ANY OUKUXMG AND ZONING RECULAIIONS
<br />1/4' It . 7/0* CALK -IN ANCHORS, AS MANUFACTUMED By ISEVA0 INC PROVIDED BY T14E jLWSDmCiON WHEK PERMIT! IS APPLIED To
<br />- 1/4' A � 314' SOLID -Sr ANCHORS. AS DISTROUIT.1) BY Ail POINT SCIRM. BUT A SPECLkTV CO
<br />(MI. _3000 P'...) IN (a) THIS PRODUCT CYAUJARON DOCUMENT (PED) PREPARED In THIS ENGINCCIP IS GENERIC AMC DOES NOT FIRCIVITAL INFORMATION
<br />- 114-10 PAMEtMA7r FEMALE 0 e, PANEUMATIE PLUS ANCHORS, AS MANUFACTURED 8V EICO CONSIMICIM PROCIUM FOR A SITE SPECIFIC PRIGUEDT. , o WHERE THE SITE CONWICMS DEVIATE FROM THE P ED 1
<br />- ,/4"* 1AMAr MAXIM ANCHORS, AS MANUFACTURED BY DIEWALT. -%C (III CONTRACTOR TO RE RIESPONSIBILE " THE SELECTION. PURCHASA AND INSTALLATION INCLUDING LIFE SATIETY Of THIS PRODUCT
<br />A 1) MINIMUM EMPIEUMENt OF UPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4o. 2* FOR FLCO PANELMAtE AND BAMD ON THIS PID PROVIDED HV/SML DOES NOT DEVIATT FROM THE CONEIVIONS DETAILED ON THIS, DUCUMINIT
<br />1 3/4' FOR ZAVAC NAIUN ANCHORS CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S FIESPONSSUP
<br />k2) CALK-44 & SOUI ANCHOWL SNAIL IN LMC1EDCfD 1/6' INTO THE POUNILD CONKRIETE NO CUBED" IWTO (0 THIS PRODUCT EVALUATION OCCUXENT WILL K COkS*EM gWAuO if moprim
<br />ITUCCO, SHAU. BE PEFLOT?tu 1/4* 0-20 $CREWS USED SHALL RE 1 1/2* LONG Wmmtjw SHOULD STQCCO tw� (dI SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A RDRIOA REGISTERED ENGINEER OR ARICHIF11171 *Nick WILL. ercomf tw, (
<br />MO I' WNMWM FOR WALLS WIN NO STUCCO, AND MAY BE KE40ED SCREWS UK ALI THREADED SCRCW5 W/n WAD. ENGINEER OF RECORD CC O.N) FOR THE P%�ECT AMC WHO WILL ft RESPONSIBLE FOR INC
<br />BUT WITH WIND NUTS PROPO4 USE OF THE P E 0 ENIGINEIR Of. ECORD. ACTING AS A IXLMVED ENGINEER TO THE
<br />PC D ENGIIIIIIER, SHAJ.L SUBMIT 10 THIS LATTER THE SIR SPECIFIC DRAWINGS FOR KEY".
<br />A-1) IN CASIE NAT PRECAST STORE. PRtCAS1 CONCRETE PANELS. PAVERS. StUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTWIC WALL OR FLOOR. AWHOn SHN A BE LONG DOUC,41 TO REACH NL MAN STRUCTURE BEHIND SUCH PANELS (.) THIS P.C.0 SHALL KAN THE DAIL AND ONIGINAL SEAL AND SIGNAIURE IV THE PROFESSIONA4
<br />AW-HORAM SHALL BE AS UENTIONED in A 1) AND IN A 2). ENGINEER OF RECORD THAT PREPARED Ft
<br />(0) TQ_L1=K.LQN1CRM &DGK.W.%.L ASrW_C_-A 1. SkLm MANUFACTUMER'S LABEL SHALL BE LOCATIEZ ON A REMALY VISIBUE LOCATION AT STORM
<br />. 1/4- 0 TAIPCON ANCHORS AS MAMUIFACIVREO BY I I W RUNIDEX. thlt PAWL SHUITIER in ACCORDAMCC WITH SECTION 170992 OF FLORIDA BUILDM CODE ONE LABEL
<br />- 1/4" & . 7/8* CALK -IN ANCHOR%. A' MANUFACTURED BY DENALI, W S94LL BE PLACED rOR EYERY OPENING LABOLINO To COMPLT WIN SECTION 1709OL3 OF THE
<br />- ;/4 . 0 X 3/4' SOUG-SET ANCHORS, A$ DISTRIBUTED BY ALL POINI SCREW. 9OLI A SPECIALTY CO FLORIDA BUILDING CODE
<br />- 14. 10 PAWtMATE FEMALE to AND PAMELMATr ftUS ANCHORS, AS MANUFACTURED I" ELCO CON91RUCTION P IRUO
<br />-
<br />- 1/4' 0 7AMAC NAJUN ANCHORS. AS VANU1AC;1JRED BY DENALI. INC " P IN5M, �. - W/11�
<br />`,�` � 11
<br />. ,
<br />0 I) MINIMUM EMOLUMENT OF 1APCO" ANCHM. FICCI PANCIAIAtICS AND ZAMAC NNON ANCHOR. INTO HNI, ocmsN
<br />BLOCK UNIT SHALL at I i/4' I .1. �" FLORIDA BUILD114G CODE (Mw Nigh Volocltyy Hu cone Zono)f
<br />: *. oWNO %F= w Cl�
<br />;
<br />40 �61 .
<br />0.2) CAUl-,N At SOLO -Sr ANCHORS SKMi K CM5EDDFD 7/6* INTO THE CONCACTE OLOCA UNIT NO 'Em %,44 7 � . 1 24 GAGE GALVAMO STEEL STORM PANEL NWWH ft
<br />SIUCCO SHNA 13E PERMITTED 1/4' 020 SCRM USED SHALi. BE 1 1/2' LONG MINIMUM S�WUD T rxjsl� * - -
<br />'fP A - `711LIECO.mir \ — -_ - W/-/�
<br />AND I' MINIMUM FOR WALLS WIN NO STUCCO %. STATRI . . I / I GLOUL PROTECTION PRODUCTS. U.C. OUP
<br />i, *:I'*,. 1`1 .
<br />. . - -
<br />B.,N) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR *000 99I K F . - ORI ` - ",�" a tImpompioa .m .. I V.w
<br />DrISTINC. WALL ANCHORS SHALL BE LONG FNOUGM TO REACH INIE MAIN STRUCIVRF BEHIND !VAMJCk , . .. . I.P.1.2 - - TWWL I MI.O.,)", 20-175
<br />�� - � OWN. qeft_� 'a
<br />ANCHORACIE SKNU. BE AS WENCIONED th 8 1) AND N 8.2) f16�i ..." C,oXWI1 IS 1 31n,ft ONNOM .
<br />- 1 - 1L.. 1 -
<br />'404011 -X aft/wowaxvwl OWIP Az .I. It , I " , P" 14tt I IN Is
<br />____ _____,__._ FLINCA Lit A IF � I I I , i "I I
<br />.
<br />INSTALLATION DETAILS FOR REGULAR PANE
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />POURED CONCRETE - CONCRETE
<br />. I MRIFTE IlLm 97 0=10MOCK
<br />- Reou"m
<br />, RNTLIMED V, I
<br />.
<br />- ! ; A CONCRETE ANCHORS V, It-
<br />, ,
<br />I
<br />CONCRETE ANCHORS ., , - , I
<br />. I
<br />" �
<br />- _� 1", 1,�
<br />I
<br />(SEE SC44EOLU ON , (SEE SCHEDULE ON "
<br />SHEETS 9 THROWN 10) " , C21 SHEETS 9 THROUGH I., , EXISTING POURED
<br /> 20 CONCRETE OR
<br />I- - � I " I . ! - -.1 �� j CONCRETE: BLOCK , -
<br />� 1/1. REQUIRED. 03 ___; ..r
<br />Q6
<br />; 1/0 1 ,I/4' . �,
<br />�'?'i,�� I". . - I- - - - ____ �,�, MAX -1 CONCRETE ANCHORS .
<br />I I .,.�',.; -
<br />" �
<br />E_ t ,��,' ,C�. �'_` , i � ==' To . 0
<br />� ", I I , I I I .
<br />. � ,.gw I
<br />, �._ I "..; I I �1.
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<br />� e': , _ , �, .1�1.11' � .,� '. �, I ".. I 1)
<br />R .."1111 ��, ,� I�1� C -01 V E , �, �,
<br />i A - _ 10,
<br />; i , /�-
<br />T . - I IV,* - SA". - . .111�11'1 I �
<br />. 1. ,^--soil ".. . I -� "�
<br />,�Wi, a
<br />, I I � a , 11 I �11�',
<br />I
<br />; - ii,P Y' - - I s,16i . �c �
<br />I SEPARATION ' 0 11 SEPARATION I � on , NP PMU " I �
<br />L � " i
<br />1. __ TO CLAIM I (141 FOR NNIL TO CLAM. union am r4n I I I I
<br />umm am r-41 ,:" .�
<br />- !�i,r!�, �,,
<br />I A ; ;�� -,,�!,�.g,�, I
<br />EXI (!Wx scirmt V wo, (SET SCHLEDOU " � , 1
<br />..... "I'll.
<br />=--i ON %MEET 3) 1 I PANEL LENGTH "I ON SWITT 3) i I . I I
<br />, -OLnr Mo, SEPARATION m m.
<br />I I (SEE SENT IT I 'L" ma. 'I i PANEL LENGTH
<br />I I ON SHEET 3) a I PANEL LEMON -4 0 CLASS
<br />I . I (SEE SCHIOULC (SEC SCHEDULE : (SEC SCHEDULE
<br />-- � I ON SHEET 3) t.1-1 77' - I ON SHEET 3)
<br />(SEE ...=. , 'I 10�1 I I .A I
<br />SHEETS I THROW" 1p� I - cl) we ,C � I ,
<br />� ObOx . : �j EX i
<br />�� F *L I I
<br />1�, "'�,T I =4 ='-
<br />, ,Y�;%�.,,
<br />,_, ��,� I
<br />�� 11, .1 " 1 4. 1 km I 60% I
<br />,
<br />i T� . ��',,,'� 11, I or 'r . I I
<br />I'll , ", 1,� """ �_ � , ,."
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<br />E.O. I , �,, I I I
<br />; v � ,,�.'� . � "? MAK, -, � , I
<br />. i W. ;:�11 I � I 4� .". I R,.��,,
<br />. .� - . , . " .111,;
<br />C � �m�ll �,, I I .� ", I .1 ' "I ;
<br />D L I I -I I I I E. )� ,: .�, , il, , ED. �,, �,�, I
<br />. .1 �,
<br />I � .,�, . ;�. ". �) I I&
<br />I --I-.j - .<,:�, I . . I
<br />" �,, I : I 1. � ".
<br />,�:111, - 7 ,."", ,.
<br />. , ""? EXISTING POURED - 11 I Oc ,L; , ; APPUCAGU)
<br />., ,
<br />- Ir �� � CONCREFF Opt " -11 101" Col"GRETIC ANCHORS ,
<br />, I 41.11 NO, .Vmm .w CONCRETE &am I ;
<br />.- '-S&"./mXF I - ,�,e�.,`
<br />_
<br />I ��, 1, ' REQUIRED. - 1 i . (SEE SCHDOW ON � ,. I
<br />'� @_ -40-4.1.- ',I' o'"OU M SMW CA 2 10) V
<br />I- � "' - --A I � , ,
<br />" t j,� - I- wil - I 1 IT4 oz. �1. � rl I IIHEETS , WHEN ,,, ;," .,
<br />`
<br />11, - - . ALTERNATE .,�', �,,. �.
<br />4 �, %,
<br />.4i. LEG LOCATION , , � �: " :611 _.N . COSTING POURED CONCRETE
<br />W . ARE USED a w/ WHI�4
<br />ALTERNATE CONCRETE ' = T PAWLAMITS OFT CONCRETE BLOCK
<br /> -11 COnC= CONCRETE CONCRETE ANCHORS � ARE USED. REQUIRED,
<br />ANCHORS DICK REQUIRED. STAGGERIM W/ STUD
<br />(SuSCHEDULE ON (SEE SCHEDULE ON
<br />SHEETS 9 THROUGH TO) SHEETS 9 THROUGH 10)
<br />sump -pia ,mpuwT,NG WA66 jQift WALL W)Uftj
<br />. . WNG I!
<br />SECTON4 MR%,; .J100ECT MOU
<br />SCALE 3/B. WALL 3/6-t-
<br />'0 ... tototlo"sfjto
<br />'. , ". �%�q
<br />" .
<br />. .
<br />. .
<br />- .. EN -. FLORIDA BUILDING CODE (Mon High Volealty Nu Icons Zone)l
<br />: . 0.44167 -` amoo xmc� oc, 24 CAGE QkVAWZEO STEEL STORII PANEL r.`
<br />. . 04-61
<br />2 * . - --- -_
<br />CO. - EDGE DISTANCE MM FOR N OF SLOM- I * .. * �_ : L 07/V/�
<br />'I GLOW PROTECTION PRODUM 11C. mm
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE s _q�-. STATE og ,�-. - 7:� � ow &W. 5 THIRTY
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY S00".. 1,01110"...* awl.,L'Al.
<br />JNSTAUATJON. -, .:,` PHONS, DIN)INW-75011L fAt (06)60-gm 20-175
<br />�'t .. � I -.I d.ww I- Owsm IN,
<br />I I, ',.;,',7,, 1-6-0 IV`--, i - - - WALTUI A. - I - i . I omw 4 ff m -
<br />I , 3 1 , E ,,,v i., it " F09 - 11 I
<br />I - I
<br />INSTALLATION DETAILS FOR REGULAR PAN L (f) INTO WOO
<br />,,
<br />.- � �,_ - .
<br />�
<br />,
<br />-
<br />. �
<br />I ALTD"Tt LEG
<br />4,.O* (I J I I � - - " ! I . . LOCATION
<br />WAM .Mx== , , I I . � �1�
<br />ADDOUACY OF EXISTING WOOD I I �� 1. , I . .
<br />KAM TO BE CENTIFIED BY .. , , : 1, . .�
<br />REGISTERED ENGINEER 00 Aq - C6 . �. , 1, * i�:
<br />ARCHITECT PRIOR TO SHUTTER """ . t ; � .�� ,, - .* - o! A 0
<br />01451ALIATION. I p , I ; I . -, ji , -
<br />. � r . ANENT ALTERNATE WOW AWN= ,�� , I I - I* MP,
<br />I ,, � r.,`C..HEDUu ON (SEE SCHEDULE ON 1; I _w ;9*.,* Rp so" WAD
<br />I . 1__ __� ' L _�_ - . 'S' "
<br />, , SWEET I 1) SHEET I 1) : _J�,.:r _ , , ,/4-Im.l. IS =.
<br />I . r- US , � . . _ :1� : � I In- . . __L_ � 7 a u I/r oz
<br />1 4
<br />1 , , , - � 4 1/0 WOW HEADER �, I I i 117- -, .1 _'. ____ .----
<br />I (D - I - I "' I REOUNKED , , - I - 7 sC:;10= �, I - A /,...mow I
<br />1w .0 - �
<br />EXIST G I 8, ,I I I I I I . I ; 0 :
<br />Wool) ANCHORS I I 1 6 1/4- ac
<br />11 i I (SEE SCHEDULE ON " - ' X 1�t.J �� �
<br />I � gem I 1) I . i
<br />I C .1, i Z, �
<br />,t
<br />1,CPAKr1;N TO I � . I"
<br />. 1 GLA.n 11 , I : - L - - - '� I
<br />ST ,�$
<br />NUE I rpl. j I --- I
<br />ON SHEET 3) A 0-E-A � Imin wLPRMAIIOM TO GLASS. 11.1 MAE
<br />I ,,A - " , - �
<br />I ==11_1I It" MAX I 11'r PANEL
<br />I . E�-o anvil
<br />, 1 46 , J WN (SET SCHEDULE
<br />I I - - , PARM amm" � =m airy-41 ON SHEET 3)
<br />1 (SEE SCHEDULE ,
<br />I --- �� �� I I I =W%i I - i I
<br />I - I - ON SHEET 3) 1 " I
<br />I I I I
<br />I - � I AV -- - - - I 1.
<br />I I - , __ - - .- .L� . .- "
<br />It (11) I , - f 01 , J.";L . ,
<br />I 1 50111; 11 ,
<br />I _� fo, OF ILI I I I j N I :
<br />I � _
<br />I (4 i , ! i - i
<br />I I 0 12 112- OC. : To , -- - - ,� � -
<br />I I , . - 1/2
<br />-0 FINISH, !_ - , q "
<br />I .: i 0 I e*-. ;�, * 0 C
<br />ALLOWED I I 1, I E I 0 . .- I ..-
<br />I , �L� � 9
<br />__ - I � . L I
<br />. I - WOOD PLAIT- ,
<br />- DECK REGIMtM QUIRED � ANCHORS
<br />� : . - - . , 4 , - 2,Xs" WOOD 2*.d' - I
<br />WOOD ANCHORS I r.00S.K.L. On
<br />HEDUUE 014 �, . I . . � Swr I 1)
<br />- - . -
<br />W. 1) - . - ::: __ - , . . , - I RE I , � ,�
<br />I
<br />__ -1 I
<br />___ .2. min, - - :.I � ., . . �
<br />.
<br />CEmamim RuNlING BU�� NQ
<br />TE Tift
<br />'GW
<br />smz 3AIIII, 1041"Ift,
<br />,.INK SCALE 3/8-1 -
<br />1,
<br />..�:.Tz '�
<br />.
<br />-
<br />NOI .1--X. %�C-Eft�-�.:,�,?
<br />: 57 * .
<br />.
<br />. NO. 44167 . FLORI DUILDING CODE (Mon H;gh Velocity Hu cone Zono)l
<br />,
<br />.
<br />NOTE MR COMBINATION Of SECTIONS: I INSTALLATION ARE ONLY VALID FOR MAX A.S�D I ; . "m mmao, m FLORI lj�.
<br />TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.m.f) AND PANEL LENGTHS 'I *. . Sm;OF � * 24 GAK (MILVANIZE0 PEEL STORM PANEL � In I
<br />COMBINED IN AINY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 .. I -
<br />2. FOR NEW WOOD FRAME CONSTRUC71ON: WOW , i
<br />*MAI LATION . ,,, ..: , I-
<br />I MEMBERS TO BE SOUTHERN PINE No 2. IN/ SPECIFIC I ��- ._,_��_- / 11LIECOI... MOUL PROTECTION PRODUCM UC- 171"Am
<br />I-—
<br />DENSITY OF 0.55 OR EQUAL. I �Z -1 I ww- #m %*. IN go= am
<br />I
<br />01.1 i *1uF
<br />,�t pmg. ,, m DRAL FL 1430,
<br />I I - - PWOK "-)M-7*W I'AL 'Dow)w-am 20-175
<br />.... . . - DAMON@, .
<br />04. UNUSpoitualumt o�-cowto me ........ - -
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<br />m
<br />SHEET NO.
<br />SH 1.3
<br />_ --- _ ---------.-
<br />GENERAL NOTES
<br />fc) 19.1XISDII12-024--mn, Sf%IXK- wkw0_fi_�_Q.%1jwj
<br />���II�� A.jt�Mlj-m DMIN'ElINT CP ED.) KOS SEEM VERWIED FOR COMPLIANCE ft ACCORDANCE 1/4"O TAPICOM ANCHORS, AS MAWAClURFD BY I I W SUMOEX. INC
<br />WITH NIE 2020 (7th EDITION) Of THE FLORIDA SUILDINK. COVE, THIS STORM PANID. 94ALI NOT RE INSTALLED At HIGH - 114-10 PAMICIMATE FTMALE 0 AND PAMELMATE PLUS ANICHOIRS . AS MANUFACTURED BY CLOG CONSTRUCTKIN POOOUCTS�
<br />VELOCITY HURRICANE ZONES
<br />DOSIGIN WIND ,�GAGS SNALI S�IAMI-DAIOIE / "MARV COUNTIES) - 1/4-0 LAC, Salm PER mm�s
<br />DIETERMINCO AS PER SECTION 1600 OF THE AWK MENTIONED CODE FOR A BA7AC WIND - 7/16'0 . 5/8* WOOD PUSHING. AS DISTRIBUTED BY ,ILL POINT SCREW. 0I & SPECIALTY CO
<br />SPEED AS RCQUIRED By THE "ISIDICTICIN WHERE STORM PANEL WILL BE 14PALal). AM FOR A D11MVIONAXY FACTOR
<br />KD-Oft USING ASU 1-16 AND SHALL NO OCEED THE MAXIMUM �kSD) DESIGN PRESSURE PA71NOS INDICATED ON SHE m, C 1) MINIMUM T"READIED PENETRATION INTO WOOD OF IAPCOM ANCHORS SHAU. BE I 1/2' AND 2' Volt Ft CO PAWLMATE PLUS
<br />3. 9 THIRD 12 4, 17, I$ AND FAMMANNUIC FEMALE IO
<br />in ORDER to VERITY THE ABOVE CONDITION, ULTIMATE DEVGM WHO LOADS DEIEFUNTO PER AWE 7-16 SHALL BE FIRST
<br />REDUCED to A.S D 01-VGN PRESSURE RATING BY MULTIPLYING THEM BY 0 6 IN ORDER TO COMPARE THESE W/ MO (A.S D) C2) MINIMUM NRFADCD PCWTVATION Or L4C SCREW, INTO THE WOW FRAME UNIT SHALL. BE I 1/2' NO THREADED
<br />DES" PRCSSURC WINDS INDICATED ON SHEETS 3, 0 NRU 12 & 17. 1111 PENCIINATION INTO STUCCO SHALL K CONSIDERED AS PART OF INC REQUIRED THREADED PCWIflAnON
<br />IN ON" TO VERIFY THAT ANCHORS ON THIS P.LD AS TESTED WERE NOT OVER *-IN SO, A 131 INCRICkSE #4 AUO*Alkfi
<br />STRESS FOR WIND LOADS WAS j= USED IN THEIR ANALYSIS FASTENM SPACING TO WOOD HAS BEEN OrTERMINFID IN C 3) UININUM EDGE DISTANCE OF LAC SCREIRS INTO *000 SHALL BE AS INDICATED N THIS DRAWING
<br />4 M. '
<br />SIORM PANEI'S ADEOUA`_1 104 IMPACT 00 WOO RESISTANCE HAS BEEN Y13brIED .4 ACCORDANCE VAN SECTION 160.1.2 OF C.4) M040LAM PENETRATION OF *Ono BUSHING SHALL BE 5/9' 1/4' 0-20 SCREWS USED SHAU K 1 1/2* LUNG MINIMUM
<br />INC . MENTIONED CCIOC AS PER AhIERICAM TEST LAS OF SOUN FLORIDA REPORTS, 00614 01 -01 AND #0212.02 -09� AS SHOULD SfX0 EXIST, AND I' SAMOAN! FOR WALLS VAIN NO STUCCO
<br />PER SSM 12-011 & ASTM C 3M-02 STANDARDS, AND AMERICAN TESTING LAN SOUTH FLOR03A REPORT $1 1 2301-10 AS PER ___1
<br />1AS-ZOI AND TAS-2W PPOTOCOLS. AM AS PER CALCULATIONS PERFORMICI. IN A"ORoXNNX W/ ST"am 1604 or THE C5) 04 CAW 41AT PRECAST STONE. 00 PRECAST CONCTWIT PANELS. STUCCO ON *ODD BOARDS K FOIAND ON THE EXISTIM0
<br />r WALL� ANCHORS SHALL SIT LOW ENOUGH 70 REACH THE MAIN STRVCTURE BENNO SUCH PANCILS
<br />kop"OA 9L41.0m CoCC ANCHORAGE SHALL BE AS MENTIONED IN C 1). C 2) & CA) %
<br />2� ALL ALUMUNUNI EXTRLISIONS 10 AL SOU-76 AUDY A04D TEMPER (UNLESS OTHERINISC MOTTO) SEE SITE 2 (0) ANCHORS SHALL ft INSTALLED rOLLO"MU ALL O� THE RECOMIALMIDAHONli AND SPECIFICATIONS OF INC ANCHOR'S MANOF&I'VITIR (1110,
<br />3 AIL ALUMINUM SHEET METAL USED AT SLM, HIS 5Hki JWT 3IQ!),-Hi4 ALLOY 0 PAWLS MAY ALSO BE INSTALLED HOPOZONIAUV fOLtOWING )NSTALLATION DETAILS SHOWN ON SECTION I THROUGH IS (Sptcys 4 ew 00
<br />4 ALI STEEL 5.EfT METAL PAWLS SHALL NANA SIRL)VURAL, QUALMY SICa. AWN A-653 GRACE 80 MORWM. 0-60 rALVANIZED TUROUGH 5) CYCEII TNAT WAOCR50 k(D SI%ALL NOT RE U50, . ,d
<br />SICIL 017SIGNAION W/FY- 922 Kai (AnFR ROLLED). V ft SHALL Or THE RESPONSIBILITY OF THE CONTRACTOR TO YCRI INC SOUNDNESS or INC STRUCTURE YNIM SWnEp IS TO BE
<br />5 ALL sMw% to RE STAINLESS STEEL j" op jtfi MSj srWEs OR CORROSION ItESISTANT, CoXiEt) CARBON STEEL AS PER INN ATrACHED TV WISURC PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY K ATTACHED TO CONCRETE. BLOCK 09 wow mm A
<br />5M;83W/ 50 "; YdELU STRENGTH MO " kv TENSILE STRENGTH AND SHALL COMPLY III/ FLORIDA PLACING Com SECTION BUILDINGS, �a
<br />241 3.4 10 004 RECULAR STORM PANE� WIN LENOtHIS OVER W, As PER SECTIONS 1, 2. 4. 5. a AND ALTERNATIVES m So & 4W ON
<br />SHEETS 4. S. 6 Ar 7 RESPECTIVELY. SHALL HAVE A LEGat MO READILY VISIBLE MARKING INSTRUCTING OWI 04 TILIVINI TO
<br />II 90i.rS TO K ASTU A- 307 GALVANIZED STEEL Oft AISI 304 SERIES STAIMLES5 SlItti., VAN A III MINIMUM YCILD STRENGTH SECURE PANELS WITH APPLICABLE REINFORCEMENT O~ FICANCOS, OF HURRICANE WARNING
<br />? ANCHORS 10 WALL SHALL tif AS FOLLOWS 11 THE INSTALLATION CONTRACTOR I% to SEAL/CAULK ALI. SHUIILR COMPONENT EVAS WACIH REMAIN IN CONTINUOUS CONTACI WITH
<br />(A) M_ THE BUILDING TO PREVENT WIMID/PAN INTRUSION
<br />- i 1, NAWF klftD BY IJ W. BUILD17k INC (Min, 04127 11 2-0 12 STORM PAWL INSTALLATION SHALL COMPLY WIN SPECS INDICATED IN THIS DRAWING PLUS ANY OUKUXMG AND ZONING RECULAIIONS
<br />1/4' It . 7/0* CALK -IN ANCHORS, AS MANUFACTUMED By ISEVA0 INC PROVIDED BY T14E jLWSDmCiON WHEK PERMIT! IS APPLIED To
<br />- 1/4' A � 314' SOLID -Sr ANCHORS. AS DISTROUIT.1) BY Ail POINT SCIRM. BUT A SPECLkTV CO
<br />(MI. _3000 P'...) IN (a) THIS PRODUCT CYAUJARON DOCUMENT (PED) PREPARED In THIS ENGINCCIP IS GENERIC AMC DOES NOT FIRCIVITAL INFORMATION
<br />- 114-10 PAMEtMA7r FEMALE 0 e, PANEUMATIE PLUS ANCHORS, AS MANUFACTURED 8V EICO CONSIMICIM PROCIUM FOR A SITE SPECIFIC PRIGUEDT. , o WHERE THE SITE CONWICMS DEVIATE FROM THE P ED 1
<br />- ,/4"* 1AMAr MAXIM ANCHORS, AS MANUFACTURED BY DIEWALT. -%C (III CONTRACTOR TO RE RIESPONSIBILE " THE SELECTION. PURCHASA AND INSTALLATION INCLUDING LIFE SATIETY Of THIS PRODUCT
<br />A 1) MINIMUM EMPIEUMENt OF UPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4o. 2* FOR FLCO PANELMAtE AND BAMD ON THIS PID PROVIDED HV/SML DOES NOT DEVIATT FROM THE CONEIVIONS DETAILED ON THIS, DUCUMINIT
<br />1 3/4' FOR ZAVAC NAIUN ANCHORS CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S FIESPONSSUP
<br />k2) CALK-44 & SOUI ANCHOWL SNAIL IN LMC1EDCfD 1/6' INTO THE POUNILD CONKRIETE NO CUBED" IWTO (0 THIS PRODUCT EVALUATION OCCUXENT WILL K COkS*EM gWAuO if moprim
<br />ITUCCO, SHAU. BE PEFLOT?tu 1/4* 0-20 $CREWS USED SHALL RE 1 1/2* LONG Wmmtjw SHOULD STQCCO tw� (dI SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A RDRIOA REGISTERED ENGINEER OR ARICHIF11171 *Nick WILL. ercomf tw, (
<br />MO I' WNMWM FOR WALLS WIN NO STUCCO, AND MAY BE KE40ED SCREWS UK ALI THREADED SCRCW5 W/n WAD. ENGINEER OF RECORD CC O.N) FOR THE P%�ECT AMC WHO WILL ft RESPONSIBLE FOR INC
<br />BUT WITH WIND NUTS PROPO4 USE OF THE P E 0 ENIGINEIR Of. ECORD. ACTING AS A IXLMVED ENGINEER TO THE
<br />PC D ENGIIIIIIER, SHAJ.L SUBMIT 10 THIS LATTER THE SIR SPECIFIC DRAWINGS FOR KEY".
<br />A-1) IN CASIE NAT PRECAST STORE. PRtCAS1 CONCRETE PANELS. PAVERS. StUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTWIC WALL OR FLOOR. AWHOn SHN A BE LONG DOUC,41 TO REACH NL MAN STRUCTURE BEHIND SUCH PANELS (.) THIS P.C.0 SHALL KAN THE DAIL AND ONIGINAL SEAL AND SIGNAIURE IV THE PROFESSIONA4
<br />AW-HORAM SHALL BE AS UENTIONED in A 1) AND IN A 2). ENGINEER OF RECORD THAT PREPARED Ft
<br />(0) TQ_L1=K.LQN1CRM &DGK.W.%.L ASrW_C_-A 1. SkLm MANUFACTUMER'S LABEL SHALL BE LOCATIEZ ON A REMALY VISIBUE LOCATION AT STORM
<br />. 1/4- 0 TAIPCON ANCHORS AS MAMUIFACIVREO BY I I W RUNIDEX. thlt PAWL SHUITIER in ACCORDAMCC WITH SECTION 170992 OF FLORIDA BUILDM CODE ONE LABEL
<br />- 1/4" & . 7/8* CALK -IN ANCHOR%. A' MANUFACTURED BY DENALI, W S94LL BE PLACED rOR EYERY OPENING LABOLINO To COMPLT WIN SECTION 1709OL3 OF THE
<br />- ;/4 . 0 X 3/4' SOUG-SET ANCHORS, A$ DISTRIBUTED BY ALL POINI SCREW. 9OLI A SPECIALTY CO FLORIDA BUILDING CODE
<br />- 14. 10 PAWtMATE FEMALE to AND PAMELMATr ftUS ANCHORS, AS MANUFACTURED I" ELCO CON91RUCTION P IRUO
<br />-
<br />- 1/4' 0 7AMAC NAJUN ANCHORS. AS VANU1AC;1JRED BY DENALI. INC " P IN5M, �. - W/11�
<br />`,�` � 11
<br />. ,
<br />0 I) MINIMUM EMOLUMENT OF 1APCO" ANCHM. FICCI PANCIAIAtICS AND ZAMAC NNON ANCHOR. INTO HNI, ocmsN
<br />BLOCK UNIT SHALL at I i/4' I .1. �" FLORIDA BUILD114G CODE (Mw Nigh Volocltyy Hu cone Zono)f
<br />: *. oWNO %F= w Cl�
<br />;
<br />40 �61 .
<br />0.2) CAUl-,N At SOLO -Sr ANCHORS SKMi K CM5EDDFD 7/6* INTO THE CONCACTE OLOCA UNIT NO 'Em %,44 7 � . 1 24 GAGE GALVAMO STEEL STORM PANEL NWWH ft
<br />SIUCCO SHNA 13E PERMITTED 1/4' 020 SCRM USED SHALi. BE 1 1/2' LONG MINIMUM S�WUD T rxjsl� * - -
<br />'fP A - `711LIECO.mir \ — -_ - W/-/�
<br />AND I' MINIMUM FOR WALLS WIN NO STUCCO %. STATRI . . I / I GLOUL PROTECTION PRODUCTS. U.C. OUP
<br />i, *:I'*,. 1`1 .
<br />. . - -
<br />B.,N) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR *000 99I K F . - ORI ` - ",�" a tImpompioa .m .. I V.w
<br />DrISTINC. WALL ANCHORS SHALL BE LONG FNOUGM TO REACH INIE MAIN STRUCIVRF BEHIND !VAMJCk , . .. . I.P.1.2 - - TWWL I MI.O.,)", 20-175
<br />�� - � OWN. qeft_� 'a
<br />ANCHORACIE SKNU. BE AS WENCIONED th 8 1) AND N 8.2) f16�i ..." C,oXWI1 IS 1 31n,ft ONNOM .
<br />- 1 - 1L.. 1 -
<br />'404011 -X aft/wowaxvwl OWIP Az .I. It , I " , P" 14tt I IN Is
<br />____ _____,__._ FLINCA Lit A IF � I I I , i "I I
<br />.
<br />INSTALLATION DETAILS FOR REGULAR PANE
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />POURED CONCRETE - CONCRETE
<br />. I MRIFTE IlLm 97 0=10MOCK
<br />- Reou"m
<br />, RNTLIMED V, I
<br />.
<br />- ! ; A CONCRETE ANCHORS V, It-
<br />, ,
<br />I
<br />CONCRETE ANCHORS ., , - , I
<br />. I
<br />" �
<br />- _� 1", 1,�
<br />I
<br />(SEE SC44EOLU ON , (SEE SCHEDULE ON "
<br />SHEETS 9 THROWN 10) " , C21 SHEETS 9 THROUGH I., , EXISTING POURED
<br /> 20 CONCRETE OR
<br />I- - � I " I . ! - -.1 �� j CONCRETE: BLOCK , -
<br />� 1/1. REQUIRED. 03 ___; ..r
<br />Q6
<br />; 1/0 1 ,I/4' . �,
<br />�'?'i,�� I". . - I- - - - ____ �,�, MAX -1 CONCRETE ANCHORS .
<br />I I .,.�',.; -
<br />" �
<br />E_ t ,��,' ,C�. �'_` , i � ==' To . 0
<br />� ", I I , I I I .
<br />. � ,.gw I
<br />, �._ I "..; I I �1.
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<br />:. �;_�,��-,,�,,,� , " I . I
<br />� e': , _ , �, .1�1.11' � .,� '. �, I ".. I 1)
<br />R .."1111 ��, ,� I�1� C -01 V E , �, �,
<br />i A - _ 10,
<br />; i , /�-
<br />T . - I IV,* - SA". - . .111�11'1 I �
<br />. 1. ,^--soil ".. . I -� "�
<br />,�Wi, a
<br />, I I � a , 11 I �11�',
<br />I
<br />; - ii,P Y' - - I s,16i . �c �
<br />I SEPARATION ' 0 11 SEPARATION I � on , NP PMU " I �
<br />L � " i
<br />1. __ TO CLAIM I (141 FOR NNIL TO CLAM. union am r4n I I I I
<br />umm am r-41 ,:" .�
<br />- !�i,r!�, �,,
<br />I A ; ;�� -,,�!,�.g,�, I
<br />EXI (!Wx scirmt V wo, (SET SCHLEDOU " � , 1
<br />..... "I'll.
<br />=--i ON %MEET 3) 1 I PANEL LENGTH "I ON SWITT 3) i I . I I
<br />, -OLnr Mo, SEPARATION m m.
<br />I I (SEE SENT IT I 'L" ma. 'I i PANEL LENGTH
<br />I I ON SHEET 3) a I PANEL LEMON -4 0 CLASS
<br />I . I (SEE SCHIOULC (SEC SCHEDULE : (SEC SCHEDULE
<br />-- � I ON SHEET 3) t.1-1 77' - I ON SHEET 3)
<br />(SEE ...=. , 'I 10�1 I I .A I
<br />SHEETS I THROW" 1p� I - cl) we ,C � I ,
<br />� ObOx . : �j EX i
<br />�� F *L I I
<br />1�, "'�,T I =4 ='-
<br />, ,Y�;%�.,,
<br />,_, ��,� I
<br />�� 11, .1 " 1 4. 1 km I 60% I
<br />,
<br />i T� . ��',,,'� 11, I or 'r . I I
<br />I'll , ", 1,� """ �_ � , ,."
<br />:: �� ,."," ., ., ,:,�� � - cu
<br />E.O. I , �,, I I I
<br />; v � ,,�.'� . � "? MAK, -, � , I
<br />. i W. ;:�11 I � I 4� .". I R,.��,,
<br />. .� - . , . " .111,;
<br />C � �m�ll �,, I I .� ", I .1 ' "I ;
<br />D L I I -I I I I E. )� ,: .�, , il, , ED. �,, �,�, I
<br />. .1 �,
<br />I � .,�, . ;�. ". �) I I&
<br />I --I-.j - .<,:�, I . . I
<br />" �,, I : I 1. � ".
<br />,�:111, - 7 ,."", ,.
<br />. , ""? EXISTING POURED - 11 I Oc ,L; , ; APPUCAGU)
<br />., ,
<br />- Ir �� � CONCREFF Opt " -11 101" Col"GRETIC ANCHORS ,
<br />, I 41.11 NO, .Vmm .w CONCRETE &am I ;
<br />.- '-S&"./mXF I - ,�,e�.,`
<br />_
<br />I ��, 1, ' REQUIRED. - 1 i . (SEE SCHDOW ON � ,. I
<br />'� @_ -40-4.1.- ',I' o'"OU M SMW CA 2 10) V
<br />I- � "' - --A I � , ,
<br />" t j,� - I- wil - I 1 IT4 oz. �1. � rl I IIHEETS , WHEN ,,, ;," .,
<br />`
<br />11, - - . ALTERNATE .,�', �,,. �.
<br />4 �, %,
<br />.4i. LEG LOCATION , , � �: " :611 _.N . COSTING POURED CONCRETE
<br />W . ARE USED a w/ WHI�4
<br />ALTERNATE CONCRETE ' = T PAWLAMITS OFT CONCRETE BLOCK
<br /> -11 COnC= CONCRETE CONCRETE ANCHORS � ARE USED. REQUIRED,
<br />ANCHORS DICK REQUIRED. STAGGERIM W/ STUD
<br />(SuSCHEDULE ON (SEE SCHEDULE ON
<br />SHEETS 9 THROUGH TO) SHEETS 9 THROUGH 10)
<br />sump -pia ,mpuwT,NG WA66 jQift WALL W)Uftj
<br />. . WNG I!
<br />SECTON4 MR%,; .J100ECT MOU
<br />SCALE 3/B. WALL 3/6-t-
<br />'0 ... tototlo"sfjto
<br />'. , ". �%�q
<br />" .
<br />. .
<br />. .
<br />- .. EN -. FLORIDA BUILDING CODE (Mon High Volealty Nu Icons Zone)l
<br />: . 0.44167 -` amoo xmc� oc, 24 CAGE QkVAWZEO STEEL STORII PANEL r.`
<br />. . 04-61
<br />2 * . - --- -_
<br />CO. - EDGE DISTANCE MM FOR N OF SLOM- I * .. * �_ : L 07/V/�
<br />'I GLOW PROTECTION PRODUM 11C. mm
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE s _q�-. STATE og ,�-. - 7:� � ow &W. 5 THIRTY
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY S00".. 1,01110"...* awl.,L'Al.
<br />JNSTAUATJON. -, .:,` PHONS, DIN)INW-75011L fAt (06)60-gm 20-175
<br />�'t .. � I -.I d.ww I- Owsm IN,
<br />I I, ',.;,',7,, 1-6-0 IV`--, i - - - WALTUI A. - I - i . I omw 4 ff m -
<br />I , 3 1 , E ,,,v i., it " F09 - 11 I
<br />I - I
<br />INSTALLATION DETAILS FOR REGULAR PAN L (f) INTO WOO
<br />,,
<br />.- � �,_ - .
<br />�
<br />,
<br />-
<br />. �
<br />I ALTD"Tt LEG
<br />4,.O* (I J I I � - - " ! I . . LOCATION
<br />WAM .Mx== , , I I . � �1�
<br />ADDOUACY OF EXISTING WOOD I I �� 1. , I . .
<br />KAM TO BE CENTIFIED BY .. , , : 1, . .�
<br />REGISTERED ENGINEER 00 Aq - C6 . �. , 1, * i�:
<br />ARCHITECT PRIOR TO SHUTTER """ . t ; � .�� ,, - .* - o! A 0
<br />01451ALIATION. I p , I ; I . -, ji , -
<br />. � r . ANENT ALTERNATE WOW AWN= ,�� , I I - I* MP,
<br />I ,, � r.,`C..HEDUu ON (SEE SCHEDULE ON 1; I _w ;9*.,* Rp so" WAD
<br />I . 1__ __� ' L _�_ - . 'S' "
<br />, , SWEET I 1) SHEET I 1) : _J�,.:r _ , , ,/4-Im.l. IS =.
<br />I . r- US , � . . _ :1� : � I In- . . __L_ � 7 a u I/r oz
<br />1 4
<br />1 , , , - � 4 1/0 WOW HEADER �, I I i 117- -, .1 _'. ____ .----
<br />I (D - I - I "' I REOUNKED , , - I - 7 sC:;10= �, I - A /,...mow I
<br />1w .0 - �
<br />EXIST G I 8, ,I I I I I I . I ; 0 :
<br />Wool) ANCHORS I I 1 6 1/4- ac
<br />11 i I (SEE SCHEDULE ON " - ' X 1�t.J �� �
<br />I � gem I 1) I . i
<br />I C .1, i Z, �
<br />,t
<br />1,CPAKr1;N TO I � . I"
<br />. 1 GLA.n 11 , I : - L - - - '� I
<br />ST ,�$
<br />NUE I rpl. j I --- I
<br />ON SHEET 3) A 0-E-A � Imin wLPRMAIIOM TO GLASS. 11.1 MAE
<br />I ,,A - " , - �
<br />I ==11_1I It" MAX I 11'r PANEL
<br />I . E�-o anvil
<br />, 1 46 , J WN (SET SCHEDULE
<br />I I - - , PARM amm" � =m airy-41 ON SHEET 3)
<br />1 (SEE SCHEDULE ,
<br />I --- �� �� I I I =W%i I - i I
<br />I - I - ON SHEET 3) 1 " I
<br />I I I I
<br />I - � I AV -- - - - I 1.
<br />I I - , __ - - .- .L� . .- "
<br />It (11) I , - f 01 , J.";L . ,
<br />I 1 50111; 11 ,
<br />I _� fo, OF ILI I I I j N I :
<br />I � _
<br />I (4 i , ! i - i
<br />I I 0 12 112- OC. : To , -- - - ,� � -
<br />I I , . - 1/2
<br />-0 FINISH, !_ - , q "
<br />I .: i 0 I e*-. ;�, * 0 C
<br />ALLOWED I I 1, I E I 0 . .- I ..-
<br />I , �L� � 9
<br />__ - I � . L I
<br />. I - WOOD PLAIT- ,
<br />- DECK REGIMtM QUIRED � ANCHORS
<br />� : . - - . , 4 , - 2,Xs" WOOD 2*.d' - I
<br />WOOD ANCHORS I r.00S.K.L. On
<br />HEDUUE 014 �, . I . . � Swr I 1)
<br />- - . -
<br />W. 1) - . - ::: __ - , . . , - I RE I , � ,�
<br />I
<br />__ -1 I
<br />___ .2. min, - - :.I � ., . . �
<br />.
<br />CEmamim RuNlING BU�� NQ
<br />TE Tift
<br />'GW
<br />smz 3AIIII, 1041"Ift,
<br />,.INK SCALE 3/8-1 -
<br />1,
<br />..�:.Tz '�
<br />.
<br />-
<br />NOI .1--X. %�C-Eft�-�.:,�,?
<br />: 57 * .
<br />.
<br />. NO. 44167 . FLORI DUILDING CODE (Mon H;gh Velocity Hu cone Zono)l
<br />,
<br />.
<br />NOTE MR COMBINATION Of SECTIONS: I INSTALLATION ARE ONLY VALID FOR MAX A.S�D I ; . "m mmao, m FLORI lj�.
<br />TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.m.f) AND PANEL LENGTHS 'I *. . Sm;OF � * 24 GAK (MILVANIZE0 PEEL STORM PANEL � In I
<br />COMBINED IN AINY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 .. I -
<br />2. FOR NEW WOOD FRAME CONSTRUC71ON: WOW , i
<br />*MAI LATION . ,,, ..: , I-
<br />I MEMBERS TO BE SOUTHERN PINE No 2. IN/ SPECIFIC I ��- ._,_��_- / 11LIECOI... MOUL PROTECTION PRODUCM UC- 171"Am
<br />I-—
<br />DENSITY OF 0.55 OR EQUAL. I �Z -1 I ww- #m %*. IN go= am
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<br />SHEET NO.
<br />SH 1.3
<br />INSTALLATION DETAILS FOR REGULAR PANE
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />POURED CONCRETE - CONCRETE
<br />. I MRIFTE IlLm 97 0=10MOCK
<br />- Reou"m
<br />, RNTLIMED V, I
<br />.
<br />- ! ; A CONCRETE ANCHORS V, It-
<br />, ,
<br />I
<br />CONCRETE ANCHORS ., , - , I
<br />. I
<br />" �
<br />- _� 1", 1,�
<br />I
<br />(SEE SC44EOLU ON , (SEE SCHEDULE ON "
<br />SHEETS 9 THROWN 10) " , C21 SHEETS 9 THROUGH I., , EXISTING POURED
<br /> 20 CONCRETE OR
<br />I- - � I " I . ! - -.1 �� j CONCRETE: BLOCK , -
<br />� 1/1. REQUIRED. 03 ___; ..r
<br />Q6
<br />; 1/0 1 ,I/4' . �,
<br />�'?'i,�� I". . - I- - - - ____ �,�, MAX -1 CONCRETE ANCHORS .
<br />I I .,.�',.; -
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<br />, -OLnr Mo, SEPARATION m m.
<br />I I (SEE SENT IT I 'L" ma. 'I i PANEL LENGTH
<br />I I ON SHEET 3) a I PANEL LEMON -4 0 CLASS
<br />I . I (SEE SCHIOULC (SEC SCHEDULE : (SEC SCHEDULE
<br />-- � I ON SHEET 3) t.1-1 77' - I ON SHEET 3)
<br />(SEE ...=. , 'I 10�1 I I .A I
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<br />.- '-S&"./mXF I - ,�,e�.,`
<br />_
<br />I ��, 1, ' REQUIRED. - 1 i . (SEE SCHDOW ON � ,. I
<br />'� @_ -40-4.1.- ',I' o'"OU M SMW CA 2 10) V
<br />I- � "' - --A I � , ,
<br />" t j,� - I- wil - I 1 IT4 oz. �1. � rl I IIHEETS , WHEN ,,, ;," .,
<br />`
<br />11, - - . ALTERNATE .,�', �,,. �.
<br />4 �, %,
<br />.4i. LEG LOCATION , , � �: " :611 _.N . COSTING POURED CONCRETE
<br />W . ARE USED a w/ WHI�4
<br />ALTERNATE CONCRETE ' = T PAWLAMITS OFT CONCRETE BLOCK
<br /> -11 COnC= CONCRETE CONCRETE ANCHORS � ARE USED. REQUIRED,
<br />ANCHORS DICK REQUIRED. STAGGERIM W/ STUD
<br />(SuSCHEDULE ON (SEE SCHEDULE ON
<br />SHEETS 9 THROUGH TO) SHEETS 9 THROUGH 10)
<br />sump -pia ,mpuwT,NG WA66 jQift WALL W)Uftj
<br />. . WNG I!
<br />SECTON4 MR%,; .J100ECT MOU
<br />SCALE 3/B. WALL 3/6-t-
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<br />- .. EN -. FLORIDA BUILDING CODE (Mon High Volealty Nu Icons Zone)l
<br />: . 0.44167 -` amoo xmc� oc, 24 CAGE QkVAWZEO STEEL STORII PANEL r.`
<br />. . 04-61
<br />2 * . - --- -_
<br />CO. - EDGE DISTANCE MM FOR N OF SLOM- I * .. * �_ : L 07/V/�
<br />'I GLOW PROTECTION PRODUM 11C. mm
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE s _q�-. STATE og ,�-. - 7:� � ow &W. 5 THIRTY
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT ANY S00".. 1,01110"...* awl.,L'Al.
<br />JNSTAUATJON. -, .:,` PHONS, DIN)INW-75011L fAt (06)60-gm 20-175
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<br />I - I
<br />INSTALLATION DETAILS FOR REGULAR PAN L (f) INTO WOO
<br />,,
<br />.- � �,_ - .
<br />�
<br />,
<br />-
<br />. �
<br />I ALTD"Tt LEG
<br />4,.O* (I J I I � - - " ! I . . LOCATION
<br />WAM .Mx== , , I I . � �1�
<br />ADDOUACY OF EXISTING WOOD I I �� 1. , I . .
<br />KAM TO BE CENTIFIED BY .. , , : 1, . .�
<br />REGISTERED ENGINEER 00 Aq - C6 . �. , 1, * i�:
<br />ARCHITECT PRIOR TO SHUTTER """ . t ; � .�� ,, - .* - o! A 0
<br />01451ALIATION. I p , I ; I . -, ji , -
<br />. � r . ANENT ALTERNATE WOW AWN= ,�� , I I - I* MP,
<br />I ,, � r.,`C..HEDUu ON (SEE SCHEDULE ON 1; I _w ;9*.,* Rp so" WAD
<br />I . 1__ __� ' L _�_ - . 'S' "
<br />, , SWEET I 1) SHEET I 1) : _J�,.:r _ , , ,/4-Im.l. IS =.
<br />I . r- US , � . . _ :1� : � I In- . . __L_ � 7 a u I/r oz
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<br />1 , , , - � 4 1/0 WOW HEADER �, I I i 117- -, .1 _'. ____ .----
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<br />1w .0 - �
<br />EXIST G I 8, ,I I I I I I . I ; 0 :
<br />Wool) ANCHORS I I 1 6 1/4- ac
<br />11 i I (SEE SCHEDULE ON " - ' X 1�t.J �� �
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<br />ON SHEET 3) A 0-E-A � Imin wLPRMAIIOM TO GLASS. 11.1 MAE
<br />I ,,A - " , - �
<br />I ==11_1I It" MAX I 11'r PANEL
<br />I . E�-o anvil
<br />, 1 46 , J WN (SET SCHEDULE
<br />I I - - , PARM amm" � =m airy-41 ON SHEET 3)
<br />1 (SEE SCHEDULE ,
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<br />I .: i 0 I e*-. ;�, * 0 C
<br />ALLOWED I I 1, I E I 0 . .- I ..-
<br />I , �L� � 9
<br />__ - I � . L I
<br />. I - WOOD PLAIT- ,
<br />- DECK REGIMtM QUIRED � ANCHORS
<br />� : . - - . , 4 , - 2,Xs" WOOD 2*.d' - I
<br />WOOD ANCHORS I r.00S.K.L. On
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<br />NOI .1--X. %�C-Eft�-�.:,�,?
<br />: 57 * .
<br />.
<br />. NO. 44167 . FLORI DUILDING CODE (Mon H;gh Velocity Hu cone Zono)l
<br />,
<br />.
<br />NOTE MR COMBINATION Of SECTIONS: I INSTALLATION ARE ONLY VALID FOR MAX A.S�D I ; . "m mmao, m FLORI lj�.
<br />TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.m.f) AND PANEL LENGTHS 'I *. . Sm;OF � * 24 GAK (MILVANIZE0 PEEL STORM PANEL � In I
<br />COMBINED IN AINY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 .. I -
<br />2. FOR NEW WOOD FRAME CONSTRUC71ON: WOW , i
<br />*MAI LATION . ,,, ..: , I-
<br />I MEMBERS TO BE SOUTHERN PINE No 2. IN/ SPECIFIC I ��- ._,_��_- / 11LIECOI... MOUL PROTECTION PRODUCM UC- 171"Am
<br />I-—
<br />DENSITY OF 0.55 OR EQUAL. I �Z -1 I ww- #m %*. IN go= am
<br />I
<br />01.1 i *1uF
<br />,�t pmg. ,, m DRAL FL 1430,
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<br />SHEET NO.
<br />SH 1.3
<br />INSTALLATION DETAILS FOR REGULAR PAN L (f) INTO WOO
<br />,,
<br />.- � �,_ - .
<br />�
<br />,
<br />-
<br />. �
<br />I ALTD"Tt LEG
<br />4,.O* (I J I I � - - " ! I . . LOCATION
<br />WAM .Mx== , , I I . � �1�
<br />ADDOUACY OF EXISTING WOOD I I �� 1. , I . .
<br />KAM TO BE CENTIFIED BY .. , , : 1, . .�
<br />REGISTERED ENGINEER 00 Aq - C6 . �. , 1, * i�:
<br />ARCHITECT PRIOR TO SHUTTER """ . t ; � .�� ,, - .* - o! A 0
<br />01451ALIATION. I p , I ; I . -, ji , -
<br />. � r . ANENT ALTERNATE WOW AWN= ,�� , I I - I* MP,
<br />I ,, � r.,`C..HEDUu ON (SEE SCHEDULE ON 1; I _w ;9*.,* Rp so" WAD
<br />I . 1__ __� ' L _�_ - . 'S' "
<br />, , SWEET I 1) SHEET I 1) : _J�,.:r _ , , ,/4-Im.l. IS =.
<br />I . r- US , � . . _ :1� : � I In- . . __L_ � 7 a u I/r oz
<br />1 4
<br />1 , , , - � 4 1/0 WOW HEADER �, I I i 117- -, .1 _'. ____ .----
<br />I (D - I - I "' I REOUNKED , , - I - 7 sC:;10= �, I - A /,...mow I
<br />1w .0 - �
<br />EXIST G I 8, ,I I I I I I . I ; 0 :
<br />Wool) ANCHORS I I 1 6 1/4- ac
<br />11 i I (SEE SCHEDULE ON " - ' X 1�t.J �� �
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<br />I ,,A - " , - �
<br />I ==11_1I It" MAX I 11'r PANEL
<br />I . E�-o anvil
<br />, 1 46 , J WN (SET SCHEDULE
<br />I I - - , PARM amm" � =m airy-41 ON SHEET 3)
<br />1 (SEE SCHEDULE ,
<br />I --- �� �� I I I =W%i I - i I
<br />I - I - ON SHEET 3) 1 " I
<br />I I I I
<br />I - � I AV -- - - - I 1.
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<br />I (4 i , ! i - i
<br />I I 0 12 112- OC. : To , -- - - ,� � -
<br />I I , . - 1/2
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<br />I .: i 0 I e*-. ;�, * 0 C
<br />ALLOWED I I 1, I E I 0 . .- I ..-
<br />I , �L� � 9
<br />__ - I � . L I
<br />. I - WOOD PLAIT- ,
<br />- DECK REGIMtM QUIRED � ANCHORS
<br />� : . - - . , 4 , - 2,Xs" WOOD 2*.d' - I
<br />WOOD ANCHORS I r.00S.K.L. On
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<br />NOI .1--X. %�C-Eft�-�.:,�,?
<br />: 57 * .
<br />.
<br />. NO. 44167 . FLORI DUILDING CODE (Mon H;gh Velocity Hu cone Zono)l
<br />,
<br />.
<br />NOTE MR COMBINATION Of SECTIONS: I INSTALLATION ARE ONLY VALID FOR MAX A.S�D I ; . "m mmao, m FLORI lj�.
<br />TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.m.f) AND PANEL LENGTHS 'I *. . Sm;OF � * 24 GAK (MILVANIZE0 PEEL STORM PANEL � In I
<br />COMBINED IN AINY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 .. I -
<br />2. FOR NEW WOOD FRAME CONSTRUC71ON: WOW , i
<br />*MAI LATION . ,,, ..: , I-
<br />I MEMBERS TO BE SOUTHERN PINE No 2. IN/ SPECIFIC I ��- ._,_��_- / 11LIECOI... MOUL PROTECTION PRODUCM UC- 171"Am
<br />I-—
<br />DENSITY OF 0.55 OR EQUAL. I �Z -1 I ww- #m %*. IN go= am
<br />I
<br />01.1 i *1uF
<br />,�t pmg. ,, m DRAL FL 1430,
<br />I I - - PWOK "-)M-7*W I'AL 'Dow)w-am 20-175
<br />.... . . - DAMON@, .
<br />04. UNUSpoitualumt o�-cowto me ........ - -
<br />wnp & Mo Jr.. III -, I
<br />I C10" Ad. A 4-197 . 1 1 __1 I of m -
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<br />SHEET NO.
<br />SH 1.3
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<br />SHEET NO.
<br />SH 1.3
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<br />SHEET NO.
<br />SH 1.3
<br />
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