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<br />4 Z.* � 440I
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<br />3=4*:?X1tW1t*).J
<br />W13
<br />.wAW.q;W;
<br />m
<br />MAXIMUM AS�D.
<br />GESING FAM111
<br />M.- f,,V=
<br />I MINIMUM
<br />-
<br />"Tti
<br />,-
<br />I
<br />.65.0.-753
<br />70, OR LESS
<br />2 S/W I
<br />SOLIED .
<br />-
<br />i 11, X, S , "w,
<br />I
<br />2'W J, SIN
<br />--
<br />."A -75,3
<br />
<br />TO, OR LESS
<br />. 2 � 7/8' I I
<br />- -
<br />i ", A, -
<br />- S;r
<br />jAE;fFgVvoI;W .S- MS 8, WINGNUT AT OVERLAP & 409 Of PAWL LENGTH
<br />go 1�5 PANEL
<br />17f�11.4171117W.10�-IROINII*-.ict"�n;i�i*z$-Ifj;i3m;kNtilig-7, )tW-1,1�19-le,,I.i*-,;L,Ci,4,)l.,IMT-n-.iT�l,igj,w�r,
<br />- - - m ,
<br />W.�=4;witpoic�l,mmr"...,;
<br />I MFO
<br />a 1011,
<br />WAAW ANCHORS $PACK FOR L IF - 3 $12' -
<br />To
<br />.Is
<br />PRESSURE
<br />- -4
<br />T.Pcoqs mK-fN PANtLWATE FEMINUE 0 j FAMELMATIC PLUS
<br />- i
<br />NS I &
<br />WAAMUM PANEL
<br />RATING
<br />(P.Xfj
<br />1 DO1181"'N",
<br />I OF THEM
<br />664TH, -L- (I'.)
<br />TO CONCRETE
<br />To Co�
<br />at=
<br />I I M CONCRETE
<br />To CONCRETE
<br />TO CoNomm
<br />TO g%w"
<br />To IETE
<br />I'D
<br />--
<br />72*
<br />-
<br />NIA
<br />-----�-
<br />-
<br />1 12*
<br />-
<br />N/A
<br />12'
<br />AI/X
<br />1 V & 2� (TOP)
<br />it'
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<br />I I
<br />3
<br />i 5"
<br />4.
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<br />12'
<br />3'
<br />I ! 12-
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<br />'.
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<br />6'
<br />'TOM
<br />, )..
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<br />-
<br />HIM,
<br />-
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<br />N/A
<br />I NIA
<br />I N/A
<br />NIA
<br />--
<br />i2 1/2
<br />-
<br />Y,
<br />2' (80
<br />��-
<br />z 6
<br />-
<br />----
<br />1/2
<br />70' OR LESS
<br />7.
<br />N/A
<br />1/2'
<br />N/A
<br />4 112*
<br />N A
<br />1 4
<br />N/A
<br />3. (TOO) I
<br />12,
<br />N/A
<br />12,
<br />,
<br />N/A
<br />I 2 1/2"
<br />NIA
<br />9 I/2*
<br />N/A
<br />3' (BoTrami
<br />-
<br />-
<br />-�
<br />- -
<br />--
<br /> ---------
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<br />12'
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<br />r 1;�
<br />N �A
<br />12'
<br />N/A
<br />4' (TOP)
<br />- 12,
<br />. 6-
<br />12,
<br />-------I-
<br />9 1/2' 1
<br />I,*_ _ __
<br />I 11' f
<br />12-
<br />I W
<br />1 A- (BOTTOM)
<br />* LIMITED TO 664 p.s.f. AS D. DESIGN PRESSURE RATING
<br />&SEE SHEET 25 FOR ANCHORS TIRE A! SPACING MR RWALLxnoNs DAD WOOD
<br />FIRMAE OLNUDINO,
<br />1AMMUN ANCHO SP404M AND WHIMUM EDGE DISTANCE ARE INOICATED ON THIS
<br />SCHEDULE FDRU, LESS THON INDICATED ON SCHEDULE REDUCE A404OR SPACING
<br />By MUMPLIANS - THIC FOLL004 FACTORS MR
<br />Ii OPERATION TO BE POSSKL REDUCED SPAC44 OBTAXIIED USING FACTOO $14ALU
<br />NOT OF LESS THAN WRAN SPACING INDICATED FOR EACH ANM40R TYPE AT
<br />ANCHORS FORM
<br />AWPHOR TYPE
<br />- i - _
<br />- 1/4*. _
<br />_ 1/4*e
<br />__L44�.
<br />TAPOON
<br />loWdLWdt
<br />FEMALE It
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<br />3
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<br />+ REOUIRES MR DISTANCE BETWEEN BOTTOM OF PANEL I I t -
<br />A I
<br />- BE; I,. k - JI/2-
<br />F4,-T--0
<br />++ AEOUIRIPS MR. DISTANCE BETWEEN BOTTOM OF PARXJ1 i r
<br />AND (D TO BE! 31167 LA-is/le
<br />(7- 1 M
<br />QQMEQNENTS EQ REGULAR- UEE SAEM E-Z HANIG UORM PANEL SMEMS
<br />(SCALE 1/2-i-)
<br />- - - - ---- - 15.12V CTOTALPAOTH) -- - ---- - --------- --- - - ---- 2.IB7'-- -
<br />; I
<br />I -12,50or OEFFECTNIE WIDTH), � - -- - - I-,-r----- � Il- -, 103' I V4.'W-zw141
<br />; - --- ` - , It -- I -- - ". - ',
<br />� � I .iie .1 -- .
<br />: I �1 � ..... . - - -- 't v4- :Typ-�-- - - - -- - : Z`74:�- To A= :Ti
<br />i i 11� "25, , ,
<br />� I 11 I - I OR at ,2 lIr O-C
<br />"-"I- - 1-450, - - IzSo' -- 7- 1 3�0' - � I ISO, Ow 'Be -- '01116, I (W BE REMERSEV)
<br />.: � �l �01) � �i k .AID' 1 7 I'
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<br />I � �, I � �
<br />"', 11 I : I - -foo'- - , I
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<br />�250 4 " 0�� I � � U----- IT :: "+� ", -
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<br />, �,
<br />0, � - � I I� .. -11
<br />1 II024, III THICK 11 S , 1 671' ,.,�
<br />�--1-4-111'-
<br />i I HEMMED GAILVAPOZED STEEL 71., � . ., ': 2.. - 1 .084 -
<br />"
<br />. DGE ASTIM A653 T I � �: . iml!r 105"A I
<br />- .-A
<br />GRAM Ili MINIMM r"L U � 2,126' " - - L
<br />� C-60 CALVI EGG `0 '-- , . I� . __j S; I
<br /> M" A OF ,GSA -IWO -
<br />- -1711i (TYP.I
<br />I- - - - - I - - - - - I - - ------ --A I---
<br />"3w---j (1) STORM PAN 1.350, - . A-] J. � - -- ...
<br />PANELS SHALL, BE KWALLIED ALWAYS 2.3W-- -
<br />FROM LEFT 70 wow *I 1/2, Lfz
<br />(�) NEW
<br />(�) AMU WM 110
<br />AT END AT LEFT SIDE Or PANEL (�) !HLffAM TAA&K
<br />-
<br />..',',� 1.� I ,�� � M, TOP EDGE oQ24- (MIIIJ
<br />", I- I -- - -- OF PANEL RED STEEL
<br />PANi VW
<br />Utl I
<br />�-, ',- , 1 .37 �� � I 11
<br />, '1�1 '.7 � ,,,
<br />- j_ PAWL ,;
<br />oy NAMED EW '111,�,, I "I, &O.W I I � */')
<br />.
<br />- -IC I
<br />A -I- I.- - - �l - IrT - ,
<br />/Z�� �1-1 . - -- I �, ;1 I 33', oi.279�t 1. I -, I ,
<br />, -- I
<br />! - �, �,: =.200' . /
<br />:�,-.."��;� I I 11#1 10
<br />'L., 4 --- .0 - M ,� , ��, : , 0,250
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<br />- - I , @0
<br />- � � Z2"' -i : . INMETRIG VIEW DETA" 3oT j,,� I ,I�
<br />4 1�5'0., , I'll,
<br />- ," 4 ) <
<br />ROUNDED CORNER 0 ENDS OF PAW-L'S -1 -
<br />1 I � END UP W/ HEMMED EDGL I . NO, ,05- i I �-- 'S�yo.sw t25'
<br />- (NY,S) -375 . I d
<br />JI - - - , .
<br />i ,-----.,.- TYP. Borrow DuAllai
<br />t
<br />7500 I - DRI, .067* - i (�) UX HOLLXA3M 1 CODE Or PANEL
<br />3.750, i crypl) .7w 3105-HI54 AWMI ALLOY (�) KEY HQLE Al PAN - --' -
<br />072* -0. o -- -I
<br />1 I
<br />I 1124' .SEE SHEET 6 FOR ADDITKIKAL
<br />I I Ir 1 .750' - 1813' LIMITATIONS IF $LEM CaRai. IS I J'.
<br />*
<br />I I I - -,091, I- - .12s, t - OKY VAUD FOR INSTALLATIONS IWO
<br />I
<br />� WOOD STROCTLARES
<br />(�) =m-zjx ,
<br />U
<br />I , ,,, ] I ,.v ��
<br />: I,25W .
<br />- ) I - , MAX-1EHM ,
<br />I 4? _n_- � - - � -- - - --- , - i L.- --- ,."". 317M
<br />� --1 2,wo�L
<br />1
<br />. 43, � -- - . � lze FT "r I
<br />i
<br />- 2�5411' -- - t118* (TYPI) , i I
<br />01 � I r
<br />- CSO 0 L- -, .750" .250_- .
<br />,
<br />(�) REV. N' HEA12LE (�) "U 14 , , I CITIP-)
<br />- _J -- --- - I I Iota, TO 5' M --- , -
<br />� .
<br />- 2bOCS'- -
<br />(R SUA 1 " WAX, I
<br />Lmm @ ANGLE
<br />.... of 400 @ 71LM= 9 EAffl-HAMM
<br />.E4* - -, --- 3.00i -- - ii;I. - . 6061-M ALI , ...
<br />i - 1;vC .,,,_,�� �:.T)14;;?s U 1X WIDE1
<br />(USE ONLY FOR E-Z HANG STORM PANEL
<br />I- - I' j I - - " ;: ..-,-J xs;n e,-,��414�;- -14'-, SYSTEM) 6063-76 ALUM. &I
<br />-- � S �275" MIN, - I - ,
<br />71- [ � - , �" ". I l --- ----- --f-, - -i-----v-) 1. S
<br />,.' r'. 4�4 ,.,2 .. ., x - No. 44167' '� 1. - FLORIDA BUILDING CODE LNon High Velocity Hu ' one Zone)
<br />�
<br />.6 C
<br />i�. "T
<br />,7...:l,tr--,, '.. , 1%, -m *Si� MIN - z- * I * :*- 42ow notroa. AN; P.O.
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<br />- ' . z-
<br />, TO - ' - 24 SAM GALVANIZE8 STEEL 510RU PANEL ~ BY
<br />I— _ __�� � I S , --
<br />'I I k STATE 11
<br />! BW�
<br />� V ,P I I _--
<br />- J,�p. ,
<br />� . I .----- SEE SECTIONS - 250 0_ ON . /Ama
<br />, - , _ . "'
<br />f _ .
<br />-- I ;,,.Dw*--- ,1--- MIN, _;��� GLOBAL PROTECTION PRODUCTS. U.C. DATE,
<br />. _.�
<br />- L- ' , , "m sm, 6 ITREE, --
<br />-21. " , It, 'A',
<br />;�_ , I', . - l. - --- VAW, Ft. 20-175
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<br />- . I - H�A .m. � A I I g
<br />.
<br />-- - ----
<br />INSTALLAMN DEJAILS FOR REgULAR PANEL T
<br />INIQ EOUREP Q2NC,RETE OR CONCRETE BLOCK STRLLCJ-VM
<br />ALTERNATE CONCRETE
<br />ANCHORS LOCATION
<br />CONCRETE ANCHORS TSEE SCHEDULE ON
<br />CSEE EXISTING FIGURE
<br />SCHEDULE ON7 ' DOI POURED C014CRM $HEM 9 THROUGH 10) SO
<br />L �ONCRET]E -
<br />_ OR CONCRETE OICK
<br />SIFEM 9 THROUGH 10j, . 00 CONCRETE BLOCK I RECURRED. m/l ��
<br />REQUIRED. ��
<br />1.11
<br />-- fKIA.'.
<br />- ---E.O. ��-,,g", /-10-111" LEG CONCRIETE AANCHORS `��, I?
<br />EXLS71NG POURED . " ,
<br />CONCRETE ACQUIRED ��,�, , (SEE SCHEDULE ON �,',%' � . "!I - 02-
<br />"L,
<br />I-, - 1
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<br />- I NXM ICK SCREW ON -1/4"
<br />i 114 4,-"�"11'�. 1'� ;'741-,pai S. - W/ - I I
<br />---., - - MAX
<br />-, -- - , CONCRETE ANCHORS ,��,,"";:� & ,,f 'Ir at.
<br />I - - MA` - I -- - -
<br />t I , I
<br />(SEE SCHEDULE ON I In- I
<br />I I . "-- - ;
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<br />SHEEM 2 THROUGH 10) - , ' 1".
<br />I I I I - -, - �,� I i I
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<br />i- , I I � I � ; PANEL LENGTH
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<br />".j9pi. ! , , a __v .
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<br />(i) '.�� I i
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<br />--o , I SEPARUION - rj-) I .-EH6
<br />& 1 ZS �3,�,p 1 �
<br />640 I TO GLASS. ! -
<br />L - - ,A � In C, L I* ON SOEM
<br />( SCHEDULE
<br />r 777mm"ON To GLASS I SEE I
<br />IIEX " 9 & 10
<br />�4'1
<br />�/
<br />.,,�,,
<br />, TS "O
<br />MLr 'L* M... -1 (SEE SCHEDULE ON . 1 v" I Do, Sim 3) 1 � 1 _4 �� SPACER g
<br />1. I -'- - , *L" M... L -�'. - �� - P, ., f�,W�
<br />(1� I I PANEL LENGTH (Istmoome.
<br />0 I � - "I --
<br />I 'SHEET-N. -,I, , --- , �
<br />�- -4 ---- -- ��)-,, A�- : (SEE SCHEDULE e k-- I UM;H 00 Ir-an
<br />_ 11 . i -1 LMIN Own 1-n PANEL LENGTH 11 �
<br />0 1 1 ON sHm 3) 1 1 tsa SCHEDULE , I I - 11
<br />; I . - - -1 I
<br />0 SEPARATION ON SHEET 3) =� I
<br />GLASS. . Ml%"
<br />-1 TO 01 ,
<br />:
<br />I— --- - � � vi -
<br />WSEE SCHEDULE - --------- A* --- ---- -- I , -- :
<br />1 50% / � 56% I I
<br />I ; I
<br />ON SHEET 3)
<br />0 1 0, .,. I
<br />h I MAY I '��,�� ... ��. � ; � i,,,� OF IL" I 1(i) � �
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<br />- - ",
<br />, - . . � ,:�, � - ..�,� , � I I
<br />� I
<br />EXISTING POURED , , , 1��.- -, L ; � . � ,- �. I (SEE SCHEDULE ON ,'Z��' I (SEE SCHEDULE 04 ", I -1-j - -11 - - I
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<br />I 1 - ,� � SHi 9 THROV
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<br />I SHEETS 0 THROUGH 101 " 2 I/s. LONG mm. NUM
<br />CONCRETE , �R, 19 ""
<br />��1'111 , EDGE Of WALL OR SCAG � ' I'D
<br />(ALT. CONDITION) �"
<br />RECUmv - J,.'�`, � SPACERSOF 1OX- O,C� VALID FOR
<br />� - ,�
<br />4. -- L
<br />�Vn'�', EXISTING POURED CONCRETE ALL DMIGN L AND PANEL
<br />� � OR CONCRETE BLOCK EXISTING POURED CONCRETE LENGTHS PER SHEET 3.
<br />OR CONCRETE
<br />CONCRETE "HI I REOI BLOCK - MAX CONG
<br />(SEE S014EDULE ON 1 11 �, - I , � I U ALUMINUM SPACERS 0
<br />11
<br />- - I ED. - `� � � REGUIRED, _It t2 1/2- (LO. (SEE TABLE ON
<br />SHEETS 9 THROUGH '03 #1
<br />SHEM 9 a 1O)
<br />rxEILING A&M MOUNTING BUILD-JIM MOUNTINQ WALL MQMNG ,11?IRECT MUNI 2 QR
<br />Sunw-i AEUM I
<br />SCALE ,Ilot.I, SCALE 3/9- I' SCALE 3/0- i.
<br />"HIIIINIfiff",
<br />/,;L:
<br />, Z�� k T146",'k.
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<br />- . .� ,�� �
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<br />si 4�.' se
<br />, .
<br />, , � FLORIDA BUILDING CODE (Non With VoolOcify Nor lccne zone).
<br />�
<br />z : P2020 XLTEOO. "P, CIP.
<br />z : o.44167 * '. 24 GAGE GALVANIZED STEEL STORM PANEL
<br />=
<br />* , = DRAW" 10,
<br />= , * '*=
<br />1 , F- ��
<br />N9ff-EQH-QQkqbN&mjQf-j$E4TLQm; ". . z 'E�
<br />-
<br />E.D. - 1,;: 1W. S`TATE OP�,- :1 -:, GLOBAL PROTECTION PRODUCTS, LLC. '
<br />( EDGE DISTANCE ` - I - - DOE% -
<br />SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE I IA C, 0. �.. " Sm, 15,1 STRUET
<br />�� O�,' -10[1110 '
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUIT A14Y 'w' ' -HDS,FMN,e,q7 20-175
<br />., �j�- 'k
<br />, �j - �1- - - - - -,- - - " - - ,NOW, ,.
<br />INSTALLATION. . LW. - I OW .- - Too; 130) .1-1.1' )680-750- M. O%AWAG IN.
<br />'r ININNUISPAR/SlINATURE,OATE cA-cololl'.
<br />WALTER �
<br />amAl2kw`--- T!
<br />- ------
<br />I
<br />INLTALLATION DETAJL� FOR SERIES 2QOQ & 1000 -E-Z HANQ MRM MEL
<br />INTO EX1$jjb!G WQOQ STRV19T-URES
<br />- - ;7-t -� :14-. LAO SCREWS a a- Oz. W/ I
<br />� -- -1�
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<br />7OP & BOTTOM FICINTINOS CAN a CINA50'CID IN AN' COMM-A-AIMM LWAM ,,,,, %Y/Q�; L689 ,xr. - - -
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<br />MNKIMUM A.S.D
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<br />CONCRETE & wow
<br />INSTALLATIONS t
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<br />WIND SPEED 4 170 P1h j WIND SPEED > 170 -P.m
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<br />(in)
<br />UNRIESTRAMED j RESTRAIMED UNREST"ED
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<br />i- - -- -- - --ANCHM ME SCHEDULE ON SHEET- % 10 &I I I-- - - ---- - - - - -'
<br />REPULAR 5IM PAN91W M1 EUVATION ,/4' MoRi GAP
<br />.. -21a4r.-. N.T.S, -7r
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<br />(2) PROCEDURE TO DETIERMINIE MAXAM PANEL LENOTH:
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<br />. 'I�
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<br />(3) -SEE SCHEDULE BELOW FOR MR, PANEL LENGTH FOR PORDSO OUALFFKATIW
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<br />00 ARE I*= TO t 95 P,Xt VAX &SO, DESKINI PRIESI
<br />� AsevA%wt 41 to & IT FOR Mw &so, DESIGN LOAM & MAX. PANEL Lrwr,r. FOR 1
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<br />* .,* -. /1--;=-\ ,
<br />, - "'""""'"
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<br />.. ... / C. N now -"� 51 STIVER
<br />.� * .1 DIONIFF SAME FL 31H.
<br />ORION �.�� ..wr IF ENKPAROMPAND .
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<br />� � 1, �. i 1� 1, , , , , � I ,� . �
<br />� I ., ".4, "L! W...
<br />I . - -- 11 -,
<br />rI I I - . I
<br />'. � i � 41 '- p� I . Exlslfug�j F- ------ I PANEL LENGTH
<br />� I, � ' , I I
<br />WOOD HEADELP, 4 � -42) WOOD ANCHORS -� GLASS I
<br />- ��! I (sa SCHEDULE
<br />__- -�,
<br />ACQUIRED ", � I I I I : , .
<br />, (SEE SCHEDULE OF, - 1, I � , �I� 0 � -----,,,--, I
<br />. T I ; 1/4, ) - " , i � ��- ���� ON SHEET I IL FOR
<br />,
<br />I 1� SHEET I SPACER 0
<br />11� )" Rm "am"i t.� .11 / .1 MAX. .1 Sem
<br />, , �, �
<br />, ,u =;qiApm 1� - F kol � w 11
<br />11 � , , , - - =E
<br />; i -- . . �� ., Etj -- or IV
<br />11 �� -1 -
<br />.1 TH
<br />X
<br />I � , 11, I -- -- MAX.
<br />.. , � I - - -- - I WOOD HEADER , � 9 ED 4
<br />I., 12. 1 � I REQUIRED - , -- I
<br />t I 4 ; -------- i I
<br />". �! - � Mn 1, -, I I - -� --�-�' -
<br />� f; , I I' I ! � " I fti i �
<br />� �
<br />" �= I I- ,�-,') � ED - ,
<br />, , -41 i Wil ", i - . I 1- ,;�4 1 :��
<br />I . - -I-,--., .,
<br />- , - - I
<br />I .- - - : I
<br />I I � . I ; I - I' ALL SPACERS* 12 1/2^
<br />L-1 I � I -@0.=(TAOLZ
<br />, - I � , , oFfIlUMSHEIET IT,)
<br />� . �
<br />I "I'. -,- I ` I I � : SEE NOTE -- MOW FOR LIMITATIONS FOR
<br />C, , i � ,
<br />� � �
<br />I SEPAPATION I , , , � I I - Low SouErves.
<br />v MI I PANL' MAY. , . � ,_1 � I � T /Z
<br />10 GLAS& - t PAT411 LENGTH i I EL LENGTH I - � I
<br />[1�
<br />- . .
<br />SUE SCHEDULE (SEE SCHEma I (SEE SCHECUIF r 11
<br />I ;
<br />!-TR SHEET 3) i ON soja-r 3) It- - I ON SHE-" 3) , , , � - PANEL AM FEMALE to OR PANEL MATIE
<br />I I --- - I - --A '] PLUS (SEE SCHEDULE ON SHEET I 1)
<br />I- L "". � ", I � �
<br />I I I 1
<br />-
<br />- f ,. �,�, �
<br />I ,L - - � I., - -S. I ! , I I ' Z T
<br />� " �
<br />. I I � "' - I , I I I L
<br />I I � I sEFARATON I I
<br />. - I I
<br />I ��-� EXISTING I TO GLASS, VW W60D .
<br />140-1 11 -1 -- - - I CLASS - ----PSEE SCHEDULE- : PLATE REQUIRED
<br />a : -C,
<br />I
<br />. )
<br />I I '- 11 I ON SHEET 3) ; � .A- "
<br />1 I-
<br />I
<br />- 11 * I �:
<br />Ivz7="oI . . . . . �;,. � � I I I I E
<br />1 --jnu!-J---11 , �; , Si 3/8.1,
<br />! 01 , �- - *
<br />I - I . S. TAE I ON SHEET I I FOR MAX PANEL LENGTHS Ar
<br />i 1 561; , I - Ox� E
<br />I ------ 0 12 1/2
<br />. - M X�EA,C
<br />I I or %, " - 1. r'- ; A 0 DESIGN LOADS FOR THIS INSTALLATION.
<br />i ,
<br />i SO
<br />; � "I � I
<br />I - �� - MAX- , �
<br />-'o,vir
<br />I - cp ; 4 , -;,� r - , 52 1
<br />I ,1
<br />� -% I
<br />1, ii 11 - � - 41 . 0 12 112- O.0 I I . - I ! ,� I I - . - - --I
<br />�, .1
<br />I -
<br />E16 - �� 1, I I - i -----
<br />I .. I I � I
<br />,
<br />� . . - tT : I I,, I . �
<br />------- I� I I I I L ,,, WOOD ANCHORS I ** mm
<br />-W*=p ,
<br />- - 7� I W/
<br />I
<br />ED - , I I ------ 1-111- ----L.-- , I ; MCF01ERED STUD 1 SFYINOW ICA MAY K I t/2' LOW W�
<br />, ." (SEE SCHEDULE ON �
<br />I. :� , .�, �- � , I .: � , � !
<br />�
<br />� i , 1 5
<br />I , "
<br />1 , SHEET 11)
<br />. I I, � WITH tr-r I
<br />I - I i� ------------) 1� . 1 (1) loromoo.mm IS ummal To A ONE: maw foom"m 1
<br />2.W WOOD __ ,,_ _ , I i � 1 - C(j4)) 1*b= 1 " - r 1 , i VAN WAN ROOF Noon Come; is A AtEsTRICTIO. FROM Aw
<br />PLATE REQUIRED '. � I WOOD ANCHORS � , , r I I I VLUDM ROCKY OJIMINTLY 04WtAM ON $FW I 1).
<br />� � � ,� I
<br />h
<br />4 I
<br />� - 11 WR SEPARAPON TO CLASS � I �
<br />. . � S!IAGGEFEG */ STUD I ON SHEET 3 NA, K "=f��-a � , I - l,, � 21.4" wow
<br />, I . I �! i 1 "11 AS � �� I - - .� I PLATE RECUIRED 0 ANOWAS; Dow lHow Wooww 94 O'A"m own: FEMALE
<br />I 10 ON
<br />r
<br />: i i �
<br />I I I; (SEE SCHEOWLE ON 1 LOW As THE MOM Comeelows ARE I 1�%-- � 1 , , I P01%, VATE PUAST 90" SE SRACED) MAteli AT V VV O.C. f
<br />. � I 11 j
<br />I I COlIPLED WIM VNIS IS A PWWTFX'?iO" FROM 12 1/2' OX, SINGING 4LOM ON
<br />I ! r " SHEET 'I' I i
<br />� $4111 4
<br />- I (1) Mwvw ASD DES" PRESSURE I
<br />I � I , � , ,
<br />I j RhTm IS .44 -0 ".t 01 IM). 24 ME PANEL LOWK IS LAUTO IT W AM ANY OPENING
<br />� "
<br />I
<br />I
<br />�
<br />, _ I - I" "W LARGER AMICL MMM ALUNO ON
<br />---- I � � I- _----� J MISS 15 A =
<br />11 1 (2) mkvw solow PRoak LERWIN a SO4DOM 1)
<br />MOU
<br />MQU95-
<br />i ". i
<br />ME W
<br />I
<br />I 1 (4)l NW LONG "A"' C'rWIOE'rff M2=oAS NOCATIED ON
<br />I A
<br />WALL MOUNDHO � (3) SHOW somm INSIAULARDIN Is ONLY I SCALE $/a-[- I SHEET 2. 00MALLARKIN 0 1,
<br />I i IWO AN 0=1011 WOOD MAW WALL - NWASSCLY 1
<br />i WIND, FOR wm 1, 2 AND 3 AS DEFORRED
<br />ALURNAME IN I 1 t-owif SuAw"'i FLOR44 I
<br />SCALE 3/8-1, j (4) o%mvmm,:AsLoo,&�ysmtCA WIND WALDN, COOS A AND THE 2m (Ith almoto or Tw
<br />I
<br />= 2 1
<br />1 E ,00"fiitlm, �
<br />I � It'%' - � -----,----I
<br />41,`-,�V� A- 'r/44'N.
<br />��;..,//
<br />t'Q . h
<br />* PIN `.�I�
<br />N= 1,
<br />----.------ - ,,�um A FLORIDA WILDING CODE (Non High Velo"ally HU cone Zone)
<br />1
<br />1. INSTALLATION ARE ONLY VALID FOR MO. A,S.D, I .` No. 44167 `- 'a W.-M l�NW. w- I F,
<br />WIL-M&
<br />DESIGN PRESSURE RAYING (p.s-f) AND PANEL LENGTHS = * : 24 GAGE GALVANIZED STEEL STORM PANEL DRAWN all,
<br />I.
<br />iII�
<br />TOP & BOTTO AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR z . * I , -
<br />-
<br />M MOUMINGS CAN BE 'i �G'. :
<br />COMBINED IN ANY WAY TO SUIT ANWY ALTER14ATE 2W') SIATE OII It C 0 INC. \ GLO13AL PROTECTION PRODUCTS, U.C. "im
<br />INSTALLATION, 1-1 - 11 -- 4m tv. A, STREET
<br />. .. 0 I
<br />. /. " - "ME '"Two & CH Mn"`=*orAM DIANE I, MIA
<br />. ..
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD .� 60-2.xi --- 0-
<br />plam�l ,�)SO-7"t� "A", (�)-29-am 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC � - I OWN =1=4r - -----
<br />MINI ma
<br />I DENSITY OF 0,55 OR EQUAL, , C*-OOKIN, Wo'. � ... . .. ... 1--I-.l - IWW !-
<br />-- . . "TE i "" , I NA -
<br />L- �IIt I � I!M 4zP:::::::zT--- swn 6 w Is
<br />------- n��
<br />I I
<br />rAENER&Ls=
<br />(C) m�ig5DNQ-w=-lm&,-wfxjm,�-M"-tf�_q_-_Q-%,�Mi�,
<br />it!11�111�� All;���
<br />Op0*C`VMCNT (P JL1Y) HAS BEEN VERIFIED FOR COMPLIANCE W ACCORDANCE 1/4-0 TAPCON ANCHORS, AS MANUFACTURED Bf t T.W. ffUlLOEX INC
<br />WITH THE 2020 (Ah EVION) Of THE FLORIDA BUILDING COM THIS SIMON PANEL SHALL NOT BE INSTALLED AT HIGH - #14-10 PAINELMATE FEMALE OAND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS,
<br />� .
<br />YEI HURRICANE ZONES DAKAR-DADE / BROWARD COUNTIES) - 1�4*0 LAG SCREWS PER AIDS
<br />DESIGN WIN'* LOADS SHALL SE DETERMINED AS FICK SECTION f609 Or THE ABOVE MENTIONED CODE. FOR A BASIC WIND _ I WO . 5/5" WOW PUSHING. AS DISTRIBUTED BY ALL POINT SCREW, SOIJ & SPECIALTY CV�
<br />SPEED AS RICOUIRIED BY THE �UAISISICTION WHERE STORM PARR Wki K INSTALLED, AM FOR A DIREECTIONAi FACTOR
<br />II US]ING ASCE 7-16 AND SHALL NO CXIXED THE MAJOWUM (AS D,) DESIGN PRESSURE RATINGS WDELATED ON SHEM C 1) MINIMUM THREADED PENETRATION INTO WOW OF TAPCON ANCHORS SHALL SE 1 1/2' AND 7' FOR ELCO PANELMATE Pws
<br />3� 9 THRU 12 & 17. le. AND PANELMALE FEMALE rO
<br />IN ORDER TO VERMY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOAM DETERMINED PER ASCE 7-16 SHALL BE FIRST
<br />PEDUCED To A.S.D. DESIGN PRESSURE RAYING BY MULTIPLYING THEM BY 0,6 IN ORDER TO COMPARE THESE A/ MAK. (A.SD,) C. 2) MISIMi THREADED PENETRAYGNI or LAI SCREW, INTO THE WOOD FIAME UNIT SHALL BE 1 1/2'� NO THREADED
<br />DESIGN PRESSURE WINGS INDICATED ON SHEM t, 9 NOV 12 & 17, 18, KNORATION INTO EfucCo SNAu BE CONSIDERED A$ PART Or, INS REQUIRED THREADED PENETRATION,
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS RED. AS TESTED WEAC NOT OVER STRIESSCU, A JNFS INCREASE IN ALLOWABLE
<br />STRESS POR WINO LOADS WAS = USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS KEN DETERMINED IN C�J) MINIMUM EDGE DISTANCE OF LAG SCREWS- INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING
<br />ACCOR E WITH N.DS, 2018
<br />stollm RANEC5 AurQuAcy FOR IMPACT AND WIND RESISTANCE mAs BEEN vMnED IN ACCORDANCE WITH SECTION Iwi OF CA MINIMUM PENETRATION OF WOW SHMC SHALL BE 5 6. 114 0-20 SCREW5 USED SHALL BE I 1 2 LONG MINIMUM
<br />THE AWIT MENTIONEG CODE AS PER AMERICAN TEST LAB OF SOLITH FLORIDA REPORT& #0014 01-01 AND 0012.0i As SHOULD STUCCO ZXIST� AND I" MINIMUM " WALLS WITH NO STUCCO,
<br />PER SM 12-99 & ASTM C 3W-02 STANDARDS, AND AMERICAN TESTING LAB SOUTH FLORICIA REPORT JIT23�01-0 AS PER
<br />tAS-201 AND TAS-205 PROTOCOi AND AS PER CALCULAWINS PERFORMED IN A00,0RDANCE W/ SECTION 4 15) IN CASE THAT PRECAST STORE, OR PRECW CONCRETE ANIELS, STUCCO 09 WOW SCAROS BE FOUND ON THE EXISTING
<br />FLORIDA BUILDING CODE WALL, AACHORS SHALL BE LOW ENOUGH TO REACH THE MAIN STRU MIRE BEHIND SUCH PANELS.
<br />ANCHORAGE SHONLI BE AS MENTIONED IN C 1), C 2) J& CA)
<br />2� AL ALUMINUM FXTRUISON5 10 HE 600-46 ALLOY W) TEMPER (UNLESS OTHERWISE NORD), SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALI OF ME RECOMMENDATIONS AND SPECIFICATIONS OF ME ANCHOW5 MANUFACTURIM
<br />3L ALI ALUMINUM SHEET METAL USED At CLOSURES "i.L KAYE 3105-MI4 ALLOY. 8
<br />PANELS WAY ALM BE NS'ALLCE, HORIZONTALLY FOUISWINO INSTALLATION DETAILS SHOWN ON SECTION I THROUGH 6 ISHEETS 4
<br />I
<br />o. ALL STEEL SHEET METAL PA14ELS SHALL HAVE STRUCTURAL QUALITY STEEL. ASTV A-ft]i CRAM SO MINIMUM, G-&D GALVANIZED THROUGH 5) EXCEPT THAT �,CACCRS 0 & 0 SHALL not BE USED�
<br />STEIL DESIGNATION W/FY- 92,2 ", (AFTER ROLLED) 9� 1 SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO vERfFY n< souNi or THE STRUCTURE WHERE SIFLITER IS TO BE
<br />5. ALL SCREWS 10 1IF STAINLESS SMI, 304 OR 316 NEI StARCS OR CORROSION RESISTANT GOATED CAR" STEEL AS PER DIN WAT11frO TO INSURE PROPER AN010i THIS $NUTIFEll SHALL ONLYIEE ATTACHED TO CONCRETE, BLOCK OR WOW FRAME
<br />of N. 1
<br />I
<br />500;8 WI�50 k,I YIM STRIENGTH AND 90 NO TENSILE STRENGTH AND RHALL COMPLY W/ FLOi BUILDING CODE UC7KFN
<br />241 .� 3.4 1 O II REGULAR tMi FANIEI- Aftno LENGTHS OVER 00'. AS PER SECTIONS 1, Z .. 5, 6 AND ALTERNATAICS IW, 3W & 4W ON
<br />.
<br />SHECTS 4, S. 6 & 7 RESPECTIVELY; SHALL RAVE A LECIBLIE WHO READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO
<br />E� SOLIS TO BE ASTM A-407 GALVANIZED $11DEL OR AIS4 43ZM, SERIES 57FAINUESS STEEL PATH -56 ik!�, MINIMUM YIELD STRENGTH, SECURE PANELS WITH APPLICABLE RMINPICIRCEMENT DURING PtFAI OF HURRICANE WARNING,
<br />I
<br />7 ANCHORS TO WALL SHALL HE AS FOLLOWS. 11� TNT INSTAI.IAT'S' CONTRACTOR IS TO SM/CAULK ALL $HUIVER COMPONENT EDGES WHICH REMAM IN CONIIIINUOU-, CONTACT WIN
<br />THE BUILDING to PREVENT WRID/RAIN INTRUSION
<br />I
<br />IA) TQ-GSapdLe9m=-MtmETE:
<br />_ I/4 0 TAPCON ANCHORS, AS M&WIFACTURIEXT BY LTiW ni VC. t9i�, C30)7o P-A,,) 12 STORM PANEL INSTALLATIONSIALL COMPLY WITH SPECS INOICATED IN THIS DRAWING PLUS ANY OVILPING AND IONING RfGuwioNs
<br />- 1/4� 0 9 7/e' CAUK-IN ANCHORS, AS MANUFACTURED AT DEPALT W ORWOED BY THE 4UFf1SDfCTGN WHERE PERMIT 19 APPLIED TO,
<br />I
<br />- 1/4'0 � 3/4' SCUi ANCHORS. AS DISTRIBUTED By Alt. POINT �CPVN, BOLT & SPECIALTY COr -PON DOCUMENT. (P.E-D�) PREPARED BIT THIS ENGIINEER 15 C A C; PRONROE It"
<br />� F� yj C P.,t) 13 (0) THIS PRODUCT EVALLIA - - DENCRI IN DOES NOT MRIMATION
<br />� w
<br />1 J14-10 PANELMhTE FEMALE 10; & PANELMATE PLUS ANCHORS, AS MANUFACTURED By FLCO CONSTRUCTION PRODUCTS FM A SITE SPECIFIC PROUIECT, i,,, WHERE THE $In CONDITIONS DEVIATE FROM T14E PLED
<br />,/,:" ZAWAC NAIUN ANCftDi AS MANUFACTURED BY DEWALT, INC. (D) CONTRACTOR TO BE TIMPONSIBLE FOR THE SELECTION, PUITCHASE AND INSMALLATION WEVOINO UF[ SAFETY OF THIS PRODUCT
<br />BASED a -0 PROMDED HII/SHL GOES NOT DEIVIATE FROM THE Cohmmoti DuAiLm ON THIS DOCUMENT
<br />A 1) MINIMUM EMBEDMENT OF TAPCON AACRORS INTO POURED CONCRM SHALL BE I :!I/4% 2� TOP ELCO PANELMAIL AW CONSTRUNCI]THIISSAFEETY AT SITE IS THE OCAFTRAGIVIT'S RESPONSIBILITY
<br />I 1/4" FOR. ZAMAC NAILIN ANCHORS.
<br />(�) THIS PJWOOi EVALUATION DOCUMENT WILL BE CONSIDEREM IW,AU0 I, UWFIED
<br />42) CAL9-,N & SOUD-50 ANCHORS SKAIL OF EMBEDDED I/$' INTO THE POURED CONCRETE NO EUSEGIMENT INTO
<br />SNXCC %HALL BE PERMITTED 114' 0-20 SCREWS III SHALL St 1 1/2- LONG MINIMUM SHOULD STUCCO EXISI, (13) SITE SPECIFIC- PROJECTS SHALL BE PREPARED BY A FloRKA REGISTERED ENGINEER Oil, AR:HaCT Iti WILL ISECOi THE
<br />AND II? MINIMUM FOR WALLSINWH No STUCCO, AND MAT BE HEADED SCREWS 09. ALL PM -DO) SCREWS W/O HEAD, ENGINEER OF RECORD (F-OFT) FOR THE PRICUIECT AND WHO WILL BE RESPONSIBLE FOR YNI
<br />BUT WFIN WING NUTS PROPER USE OF THE P EA ENGINEER OF RECORD, ACTING AS A DELEGATED MIN" TO THE
<br />P.EO ENGINEER, SHALL WON" 70 tHIS LATITIR THE SITE S05CIFIC ORAWINGS FOR ACIACW�
<br />A-5) IN CASE THAT PRECAST STONE. PIRECA57 CONCRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON 1`11-P
<br />EXISTING WALL 09 FUOCIR� ANCHORS SHALL; N LONG MUOII TO AW8 THE MAIN STRUCTURE BEHIND SUCH PANELS (TkA THIS P,E.O. SHALL BEAR THE DATE AND OHIONAL SEAL AND SIGNATURE OF THE PwEsSIONAI.
<br />ANCHORAGE SHAU- BE: AS MENTIONED IN it) AND IN A,2) ENGINEER OF RECORD 144AI PREPARED IT
<br />(S) m-IOamQ-Q=lO1L-1q=-ft1.JA5xL-w1 14, SHIJITER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/4- 0 TAPCON ANOHORS� AS MANUFAC-tURED BY I I k BVILDEX INC� PANEL SHUTTER IN ACCORVANCE WITH SECTION 1709.9,2 OF FLORIDA WILDING CODE ONE LABEL
<br />SWJ.L BE PLACED TOP EYERY OPENINC LABELING TO COMPLY WTIH SECTION 17094.3 Or THE
<br />- 1/4* 0 4 713 � CAUK-IN ANCHORS, At MANUFACTURED Ely DEWALL INC FLORIDA BUILDING CODE.
<br />- 1/4"It x 314. SOM-8 SET ANCTORS, AS DISTRIBUTED BY ALL POINT SvuEW. BOLT A SPECIAL' PY GO,
<br />- 014-10 JANELMATE FEMALE TD AND PAN&MATF PLUS ANCHORS, AS MANUFACTURSID BY ELM CONSTRUCTION PROLOOVIIII101",
<br />-
<br />_ ,/4. A iAMAC NALt. ANCHORS. AS MANVIFACTURED BY OEVALI. INC ex
<br />,�tiiIA.
<br />5 ,.-NN
<br />.
<br />I MINIMU EMBEDMENT OF TAPCON ANCHORS, CLOG PANEEMATES AND ZMAC OWN ANCHOR
<br />5") M t. INTO THE OW'�DEAI".-',��% 'cone Zone)
<br />19 FLORIDA BUILDING CODE (Non High Velv011y MU
<br />UM,I, �
<br />UNFF SHALL OF 1 1/4" Or .1 ---- ----- - - - - - - I
<br />9t -' i'me N-M � F?.
<br />, UNIT No - - IN
<br />EI CALN-Al * SOLO -SET ANCHORS SHALL BE EMBEDDED f/8* INTO III CONCRETE SLOCA - ,t I PJQ,L,44 6 . 24 GAGE GALVANIZED STEEL STORM PANEL
<br />STUCCO SHALL BE FERMITTEL 1/4' II-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD METZ, * I - : \ w/up.
<br />f.�
<br />AND I' MINIMUM MR WALLS WTW 140 STUCCO sk-:5..." STATE F � 'c -- -1 / =1L E C 0 14oh; LOW PROTMON PRODUCTS. UJC, wx�
<br />,--.s I -.. . ....-
<br />* �Ow fv�� as 9 WIRINR , G
<br />&3) IN CASE THAI PRECAST SIONE, OR PRECAST CONCRETE PANEI STUCCO OR, Wi BOARDS OF MUN .� ox, 11 s1w
<br />" � &"I'
<br />, , UIPFIM'L ,4n, 20-175
<br />S SKAJ.L BE LONG EN I & FAt Ols-Kin
<br />EXISTING WALL ANCHOR- OUGH TO REACH ,PE MAN STRUCTURE BEHIND SUCH dw,s9l ;;..- ..
<br />ANCHORAGE SHAU. BE AS MENTIONED N 8,I) AND IN S-2) V,,, S/A;-, - - - DAW N�
<br />CA-1w.",
<br />`1,oN,',',,;NT, - I`z nll !.:*:::,==-=±-= -- --
<br />I
<br />m`,11s0w1uRE/wr wnp I,r ", "�
<br />li'T-1111", � am , , z 4 I � H I =_1 -
<br />I
<br />I --
<br />I
<br />-
<br />INSTALL&T-10bi DETAIU FOR REgULAR -PAff.L01
<br />I.
<br />I
<br />INIQ POURED CONCRETE QR CONQRETE BLOCK STRUCTURES
<br />I
<br />_.-r ED CONCRETE - VOTING MAW CONCRETE
<br />, 6 BLOCK
<br />C:�POURS
<br />: AM- UO1:x r CONCRETE
<br />� AEGO-Un I REQUIRED.
<br />CONCRETE ANCHORS _ I I " CONCRETE ANCHORS --- ��"?-
<br />� I
<br />SCHEDULE ON I
<br />(SEE SCHEDULE ON (SEE EXISTINO POURED
<br />SHEM 9 THROUGH 10) 5 1;"i $HEM 9 THROUGH 10) �- CONCRETE OR
<br />� "5/ 20
<br />-
<br />I A I J � CONCRETE BLOCK � I ,g
<br />, REQUIRES 30
<br />f-- � 1,/2' i jj�j: F- , -.
<br />. . .��
<br />11/4, "
<br />! .
<br />A�;,��" -,-- -- - - , � 0 _K44,, - ,- .--- -.,- I CONCRETE ANCHORS -1 I , -- - -
<br />� I `5 I I,
<br />�i i I
<br />U , to N S,=E= iij
<br />I ��11 1�
<br />, , .1 , � , ED' : I
<br /> `� - 1111-1 �a
<br />- -11-1-1-1- . . ,�
<br />I I 1 ,
<br />; ED! I
<br />... I -
<br />� . . . . . . I � -
<br />--Cu 11
<br />- 'al � C, J
<br />I
<br />I j) 1 ::: 11
<br />It I 0 � I
<br />� "-- , ,-I- 11 I/"- . . lg� � I �
<br />- R �
<br />- �
<br />f=- �,, ,--- , � - , 1- 1.1111, i
<br />` 555-& - I 11 ,
<br />:1- .11 wo I I .
<br />I , I It, 0 SEPARAMON ,'T-- AT I , I
<br />SEPARATION � , , . I , � W= 11.11,
<br />-- TO GLASS, � - TO GLASS, I �.` v:
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