|
-, - W-"Oiwi]41mtti.R;J;I*l�-ilizi4g.*?�ill,ttm(WHRN.IciA
<br />I
<br />0, 'ilt-i -1 I i It=.', -
<br />i'��, ,
<br />.�10 ---- ---- I
<br />--l-ELN4 a3kaftlei
<br />* IN --- - - - -3 .
<br />- 14�sua�W-WAAKAW-luim.w*i"IM�mml:r P-M ,
<br />MAXIMUM A.S.D. M. PANEL LENGTH
<br />DESING P vaZiSt
<br />_ RATINGT-IM (SEE S
<br />'
<br />I MINIMUM MARATFON
<br />TO I CANDAM.
<br />— —TO
<br />165.0. -753 70" OR LESS
<br />74—
<br />2 9116' .
<br />I i 101TED
<br />"' "' �" `*
<br />�-. .-SIVY,
<br />.66.0. -75.3 70' OR LESS
<br />---- ---.L—
<br />I 2 7/6' i BOLTED -
<br />-
<br />., IF ,'*
<br />-
<br />- 439 D ce;p -VIES� M.S. IT WINGNUT AT OVERLAP IT 4OX OF PANEL LENGTH
<br />MtkTW
<br />C(F�4V or
<br />0 PANQ-
<br />Vr.v.4IIVI!w-"- 91111*1*1it I = t'Iff�tlit�Mr-"ft]F-1,I-JK-141:1:1*-i;i*,",I*Il�'LWY.'#.4L�IIJ�1,W-3'lol'.1-1:
<br />R.izliql li�t-if.inw.liLti;�mi�IE&JR*i#i"104;4311!w Wt.,Ojztoi.,431141.-I�--,..�,-".�
<br />- 1111111111,19M.111111,Z1111111111111 N�m
<br />A, NAAX U.
<br />So DESIGN
<br />MAXNAIN ANCH(M SPACING FOR E, 0, - 3 1/2' -
<br />APPLicAsLE 70
<br />I
<br />PRESSURE
<br />RATING
<br />-
<br />SECTIONS j &
<br />ANY
<br />I — ,,-
<br />! LENGTH I, (.,)
<br />F`PCONS I I CILK-N,
<br />PAMTUMATEFIEMAL[�C` 1 PAN —
<br />AM KLIS
<br />TO comfoorn:
<br />TO CONCRETE I in IxR��
<br />I I I INDCli-
<br />!TO CO"G"DE
<br />BUICK
<br />I 0
<br />To 1 I,
<br />- �
<br />( Pj )
<br />OF THEIR
<br />I
<br />1 2.
<br />N/A ! 12-
<br />I
<br />I N/A
<br />I
<br />i2'
<br />� I
<br />N/A 1 12* 1 N/A
<br />.
<br />I - & 2' (TOP)
<br />-
<br />it'
<br />S- * 1 I 01
<br />'.
<br />5.
<br />- ---- - �
<br />4.
<br />1 ' (BOTTOM)
<br />-----I--
<br />—,
<br />.
<br />.-� -f --
<br />S 2
<br />-q!L_ _
<br />12'
<br />-
<br />y I Ir :
<br />---------+—
<br />7--]::;,-.,::::
<br />----
<br />-
<br />'. 11 S"
<br />-- -- -
<br />� , (.T%��t
<br />+66D. -75.3
<br />N/A
<br />---
<br />N/A ; N/A
<br />I . —
<br />-----r—
<br />--- r
<br />- "
<br />N/A
<br />--+
<br />. ,
<br />I MIA
<br />----
<br />N/A 12 f/2- it'
<br />---- --- -- -
<br />?. (BOTTOM)
<br />-----
<br />70" OR LESS
<br />7.
<br />-
<br />'
<br />./A , f 1/1
<br />,
<br />-
<br />N/A
<br />—
<br />4 112"
<br />
<br />* 1�2-
<br />N/A N/A
<br />-- -- —
<br />3' (TOP) �
<br />----
<br />"
<br />—
<br />N/A I I,?-
<br />t N/A
<br />9 1/2'
<br />N/A I S 1/Z- N/A
<br />—
<br />-�
<br />3- (BOTTOM)
<br />I
<br />rl 2.
<br />__
<br />N/A 1 12'
<br />i
<br />1 N/A
<br />12-
<br />,,:----F-
<br />,
<br />N/A I N/A
<br />, �
<br />1 4' (TOP)
<br />!
<br />I
<br />"
<br />a. 1 12' 1
<br />9 1/2'
<br />12'
<br />i
<br />11' �, .. 12' 1 w
<br />j A, (BOTTGN,T)
<br />I --------- 1
<br />* LIMITED TO 56.0 P.&J. kSD. DESIGN PRESSURE RATING
<br />A SEE SHEET 26 F ANCHORS TYPE IF SPACING FOP INSTALLATIONS INTO WOOD
<br />FRAME BUILDING
<br />MINIMUM ANCHOR SPACINGS A14D JAMMUN EDX INTIANC-t ARE INDICATED ON THIS
<br />SCHEDULE, FOR EA LESS THAN INDICATED OR SCHEDULE REDUCE A404M SMINIC
<br />i
<br />By MULTIPLYING SPACWO SHOWN ON SCHEDULE BY THE FOLLCIAND FACTORS. FOR
<br />PAS OPERATION TO BE POSSIBLE, REDUCED SPACIAO MANNED USM FACTOR SNALL
<br />NOT BE LESS TWiN MINIMUM SPACING INDICILIED MR EACH ANCHOR TYPE AT
<br />ANCHORS LIAIDID�
<br />A
<br />1/41.
<br />Nam TYPE
<br />--I/A71A-,ji�4'j!-
<br />IAPCON
<br />ftrw"A"111141
<br />'
<br />"MIXT,
<br />,.,.-.--.-.-
<br />-- I
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<br />`$
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<br />---- ----
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<br />- I foo
<br />�
<br />, =;-
<br />---
<br />',�-,
<br />; I
<br />�
<br />I
<br />+ REOUTRES . DISTANCE BETWEEN BOTTOM OF PANEL 1 _ -
<br />AND (!) TO BE: I/V JI/2
<br />-
<br />0 -1 M-
<br />F-41 i-0,
<br />I
<br />++ REQUIRES Mo.+ DISTANCE BETWEEN BOTTOM Of PANEI, 4
<br />AND (2) 10 BE- 411tr J3/lr
<br />-
<br />k j 'I 0al,
<br />Hurficane
<br />-----------7
<br />I
<br />CO PONENTS FOR REGULAR, LIFE SAFETY & E-Z HANG STOSM PANEL SYSTEMS
<br />1
<br />(SCALE 1/2-1 -)
<br />- - - - - -----, - - , - , . - 15.125 . (TOTAL WIDTH)- - - -- - ---- - - - - - --- --- -2A97' -
<br />�
<br />- -- - � - - - - ,- -- � - I ll`,�&-111'
<br />. I -- - - , 12,500' (EFFECTIVE MDTH)-- - - - - - - I—- � F--f-1'ik-- .193' . - .750, - S .
<br />. -
<br />. �-, - - 0 7/4, -,Yp-) - I -- I " 1 1.374;� 123' _ : , I To ANOTE At S IY4'
<br />I � I to
<br />�500�;---IjSD,- - 1.�So" - - 1,3w - 1-250, - 'm* Be- - ADS* INATItISE128a O,Q
<br />- / I I I 1 :1.500' I I I I SM)
<br />I , I I
<br />'
<br />I
<br />.11 � I I I
<br />-5 I I - - M. I --
<br />!(7 �� I , 11' - -I- I----.
<br />1250 1 , 1 � ;;E'...e" OL024' MIN. TRTEX - h - ", - 3�i 1 75, , �-- - I's7l,
<br />, I I I :H ,,�
<br />I
<br />GALVANIZED STEEL I .
<br />- EDGE Arm -s" Typ I --.", 2C)0* � .,m. - I -1 1,01V
<br />r Ll�! ,
<br />?ZO
<br />GRAD 30 MINIMUM H-..v I . 2.125, , I - I
<br />G . ., - -� -j
<br />I � DETAIL A 49 - --- ,I.!oC-j lzs� I
<br />i TYP I
<br />I
<br />- ,
<br />T STORM PANE F- ---------- -- ----- 5" "YP.)
<br />A - - -1 I- A-
<br />.... -,+, SIT.- DETAIL - - 2.000
<br />PANELS SHALL at INSTALLED ALWAYS - 2,387' - -
<br />FROM LEFT TO RT;NY W/ 1/2. I= (�) ANGLE WITH 9UD
<br />AT END AT LEFT SIDE OF PANEL (�) "Hit HEADER (�) !ELJ8Ar,K
<br />I
<br />I
<br />TYF. TOP ITTur 0.024' (Mm.)
<br />1---, -- I OF PANEL
<br />i
<br />PANEL'S END UP ,.�, .-� - I _ GALVANIZED STEEL
<br />I - - - � �� I-
<br />w/ MEWED MG& >,�'.. �, "--,J-i 37S* - ,.270' 7 . /-)
<br />- *OD5, I 'r ,- PANEL. ` . � / "'
<br />, -1 I ,
<br />" - � , , '. '
<br />�, -�Z,� f� -- -- . - - ". - � I �
<br />A , -` -- - -,��' ,- - .- - .. ��---A �
<br />/ 11 , ,,� ,�� 133, .�270- �
<br />, ", - �, I I
<br />� ,j
<br />" �'r � -1 � I
<br />I
<br />�
<br />I
<br />I
<br />1
<br />i
<br />� - ,. ---- Taw
<br />, I r - �0
<br />I , - -.�--f -1�11-, � i 0.825 , 3�715' 062W
<br />�, . �' G.
<br />"
<br />'-�L,�w I .. ., ,
<br />6 -��_- T, A I
<br />.1 jj�
<br />J�N,I,JW
<br />I 250' -' 1467, :,52-"L " I
<br />/1,11 I '.
<br />M"`- - - -
<br />- 2-59" - / HEM : I 1. . I . I I 1 002700, 1� ,
<br />!ZDO .11 ,
<br />4 -- - - . , . �, � _ JS
<br />, EA,FL OR @0
<br />' �
<br />I
<br />�
<br />- ,��
<br />I , ,
<br />- . � -�- . �
<br />� TL250, , �, L, I 1��, ISOMETRIC YIEW MA" ,I , 4.i , " � I- IiSil- � _4 I 1 , 0270 1 ,�',
<br />�*
<br />I - , -
<br />I
<br />?50 ROUNDED CORNER 0 ENDS OF PANEL'S ,
<br />, I i - W. I 'w. �-D'A$2, � -1 ziz
<br />HEMMED
<br />�,2,378 . � - END LIP W/ EDGE. I �
<br />I (
<br />i
<br />i (wr's) 375,— , P&MU
<br />L ; I ..
<br />� ;I Soo* I , "I- ' (�) KEY HOLE WASHER EDGE OF, PANE,
<br />31501 .001' (G57* .10, . - -"I' -
<br />072, YYP�) 3105-HI54 ALUM, ALLOY (�) KEY HOLE AT PANEL
<br />�
<br />_ -T I- _ _ I .SVE SNEEI 6 MR ADDRIONA,
<br />I � 4124 . I
<br />, - 813' LWITATIONS IF SLEEVE UENGTTH IS I i'.
<br />. - I , - - 150 -
<br />. - '09 I ONLY VAUO FOR INSYATTA
<br />125' I i � ffl� INTO
<br />/ I - -
<br />.A - - , WOOD STRUCTURES
<br />11250 I-_ I .37t!i� (� SLEEVE 2 1 1 (PIP) it ,W- I
<br />,
<br />I L-low - I MAX, LERM 2 [ .
<br />I �,,ik - -- --- - -- -,-I I
<br />O 1 '. -1 75n'
<br />I
<br />-193' --I 125' Z. OTT, A ....,
<br />- .2.548, - 1. Ila . I
<br />(TYP41 ,
<br />- � ESE-. L -i 1.750,
<br />0Q, L
<br />(�) REV., *H" HEADER "t - -1-1 - - I' MIN, TO 5' WIT., ------,,- I I i!*
<br />I
<br />(9 mmuLwAx. - 2.DOO'- - - I
<br />L021H a @ ANGLE (B "J' TRACK 9 BAKEL-HOM
<br />I "'IFFIBIMIN
<br />,mll ,- � -- 3.000* iiti,- - 616;-76 AL40V I F.,,V I I I '44, W100
<br />A- 714;AY
<br />I �F--?w ,,",`B'��
<br />� � tUSE ONLY �011 1E-Z HAM STORM PANEL
<br />I- I i V �.
<br />� � , -
<br />IT. I , - - � I'So. - '082, "\)i�ENsi.--.`:p �s SYSTEM) WW-T6 ALUM, At-LOY
<br />: � � I ,A7;:--- - -J.2.75- mik"11- , I % I�
<br />� , . Ff- I 4- -- - I
<br />1,67 I I m No. 44167 ' FLORIDA BUILDING CODE (Non High Velocity Hur cone Zone)
<br />,� ZOOS' =�=�-,-, �. � --- ---- /1� i - 61 - -- - - ��
<br />1 25 D-
<br />-MIN 0 MIN, 1.193 LIS�� ---- : ---* ;W=
<br />* -,
<br />r
<br />!ltT
<br />[� ,-
<br />* "3, -k I , -- .m. "ITE011 - NP.
<br />I r . i�. L-4� _ 1-1 _ I __ _ , c 24 GAGE GALVAN17ED STEEL STORM PANEL A �11
<br />.1 D8B* 11201 "', , - -
<br />-
<br />I .. , 050%4� I I
<br />fp) �
<br />( 4, 1 il- 10'..
<br />- 2.='- - - I I, I --- SEE SECTIONS - - - -� - 250 . --L
<br />.
<br />- _--,-! ; %� MIN GLOBAL PROTECTION PRODUCTS, LLC. '127,1020
<br />, :� l' - -- ??-V
<br />1 TAIE-1
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<br />I
<br />�;� .y.1Z "m &C 5 STREET
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<br />20-175 1
<br />I ., , Rl."-7IHIS. FAI;,. tvH)ms7q7
<br />ONII= -1.1 - TwAiwit MI,,- I
<br />(j� BUILD -OUT *F" 8 BUILQ-OUI NEW BACK @ & (�� WASHERED WINGNUT Ck=-. - . — I -,!
<br />BA I .�N. I - I I TH, = I.
<br />TRACK ANGLE (ZAMAC 3 ALLOY) -TUR ALM � ii�c ,# � �
<br />- JU L �
<br />I
<br />---- ----
<br />11 I
<br />INSTALLATION
<br />DET
<br />--
<br />AILS FOR REGULAR PANEL(l)
<br />---------------
<br />'
<br />INTO POURED
<br />CQNCRETE
<br />OR CONCRETE BLO-QK
<br />STSUCTURES
<br />ALTERNATE CONCRETE
<br />ANCHORS LOCATI
<br />CONCRETE ANCHORS - --
<br />(SEE SCHEDULE ON
<br />EXTFTING POURED CONCRETE
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUGH 10)
<br />EXISTING POURED CONCRETE
<br />OR CONCRETE BLOCK ,-
<br />SHEETS 9 IN RoEGH lo),�
<br />OR CONCRETE BLOCK I
<br />"NG.
<br />-
<br />REQUIRED. "' -
<br />��N�
<br />- -- T-D"',
<br />EX ""' P%REO
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<br />SHEETS 9 THROUGH - � -�.,- I C2)1
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<br />I I --lo." I �
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<br />11
<br />I
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<br />I . -1 --- - I I CONCRETE ANCHORS,
<br />I I
<br />. , -
<br />. ____ _ ,11�-;
<br />� .
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<br />I 0 12 1112. O'c.
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<br />-- —5�5*
<br />WMILIM PANEL LENGTH
<br />'L+" OR "L-" (ft.) 0
<br />"*MUM kILIX
<br />DESIGN
<br />FRESSURIE RATING
<br />(P. 0 I+ IT, -)
<br />_
<br />CONCRETE & WOOD
<br />INSTALLATIONS t
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<br />ANGLE
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<br />* 2/4 1/4, 3/4, 4/5, 5/5 & 6/5
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<br />ANCHORS (SEE SO
<br />- 15' MAX I - . ., to *10LE ON _ _ __ _ _ _ __ _ 3, MAX,
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<br />I W/6, ZW/6. 3W/7 & 4W/7
<br />� 1. SCHEDULE ON sMEETS a, to &I I
<br />� I -- I �. ANCHORS (SEE - � - - -1
<br />2-687* N,T$.
<br />/e M aw
<br />�-
<br />OtIN oNERLAo -1 -!Lm %WAN
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<br />11
<br />� 40
<br />-- - i C I I
<br />1 -C
<br />, 1)
<br />,I
<br />N T-S-
<br />NOTES.
<br />(I) I+. MAXIMUM ALLOWABLE PANEL LSNc1M FOR A GIVEN POSITIVE ASA DESIGN LOAD.
<br />J.- MAY ALLOWABLE PANEL LENGTH FOR A GIVEN NEGATIVE ASG. DESIGN LCAD.
<br />C.
<br />,O PROCEDURE To DETERMINE NAXWum PANEL LENOTH,
<br />OVER A POSITIVE ASO, DESIGN LOAD, DETERMINE MAXIMUM PANEL LENGTH 'L+* FROM SCHEDULE
<br />GIVEN A NEGNINIE ASO. DESIGN LOAD , DETERMINE MAJOUL& PAM 115MITH 'L-' FROM SC1NEIXLE
<br />FINAL MAXVMUM ALLOWABLE PANEL LENGTH IS EQUAL TO THE AN DETERMINED PANEL LENGTH
<br />BETWEEN 'W AND 'I-'.
<br />(.3) SEE SCHEDULE PROB, FOR MIN. PANEL LENGTH FOR POROSITY QUALIFICATION,
<br />� WSOUATIONS ORD WOOD AW LANTED ED T 95 P.s f MAX A-SUO, OESION PRESSURE
<br />I 1
<br />Ams 9, TO & 11 MR MAX. ASD� DESIGN LOADS B, MAY. PANEL LENGTHS FOR
<br />;
<br />* � .
<br />;
<br />1".
<br />. .-
<br />� 1. -
<br />* -. 1
<br />�'TATt Op 1, - �-
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<br />�*-, F77 �
<br />'-'" " -'-_
<br />DE"' A
<br />—me, �
<br />// 11LIECO,
<br />1 24 GAGE GALVANIZED STEEL STORM PA L "
<br />HE DRAWN B".
<br />GLOBAL PROTECTION PRODUM I.I.C. "
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<br />M., r-1 20-175
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<br />INSTALLATION DETAILS FOR REQU \ )
<br />INJO WOOD 9RUC-T-Uff-a I
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<br />��', I- I ! - "I ,- 1:, I- -- I
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<br />WOOD HEADER- 1 , ; ; I'l �� 7 � - I I (WE SCHEDULE
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<br />REQUIRED
<br />I " I -- .- � , -
<br />11 I � .�� (SEE SCHEDULE 0- I I - -1 � - 1 -,
<br />i � ��; 1 0-4 SHEET WR
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<br />- 1/4* SHEET I 1) kol I- SPACE
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<br />- , I , ,* 930F= E2 , k
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<br />I . - f ff- - .------
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<br />q�ll . , I � I I _@ 1' M,I,X- LONG ALUMINUM SPACE a 12 I/?,-
<br />Lj1-11LLJJ----- -
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<br />� , � � I .
<br />I Mt,' I - � I ;!, , SEE MOW FOR LIMITATIONS FOR
<br />1. MAX, I I ;_ � � I NOTE
<br />A SEPARATION (J) 1. - I I /Z. LONIG SLEETILS,
<br />1 1 �
<br />T v MAX, , i �,-� I , �
<br />LENGTH :
<br />I-- TO GLUASS- PAN LENGTH I PANEL � - , , � � :I�
<br />II " I .
<br />-1 1 CL �
<br />(SEE scHmt E (SEE I ,
<br />I I : � � �
<br />I tSEr SiCHEDULF I SCHEDULE � I - PANEL MATE. FEMME to OR PANEL MATE
<br />an SHEET 3) � I ON SHEET 3,) 1 , 1
<br />, .- I
<br />CH slim 3) f
<br />�
<br />- I-- -I
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<br />" . I � ,� I PLUS (SEE SCHEDULE ON STEM III
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<br />I wrotriven. 1 RATION
<br />I I MSIDN I SERA 1. 1-0 . WOOD --
<br />, I � UNWIN Oto F-e) - G-A T,= i REQUIRED
<br />-- I- GLASS ME - I: -- I r-) PLATE
<br />I - ,
<br />I -
<br />MT11111-1 (,�, ti-
<br />ON SHEET 3) ,!,"�
<br />t - ; I , PIRE0 MQUNT W/ SPACER fil
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<br />1, - - 1.11 1--A I * I I ALTERNATIVE ZW'
<br />v- �- . -1 I
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<br />! 1 rj-) 5 1 i"i
<br />�1 �
<br />"I 1
<br />L--J 0, 1-" 1/2, O.C. SEE TARILE #1 ON SHEET I I I" MAX, PANEL LENGTHS *
<br />1 = 11 I
<br />1 11 MAX ALS.0 DESIGN LOADS FOR THIS INSTALLATION,
<br />I OF 'L* I �
<br />FO A . , :�r
<br />I - I i I " 11 �� - i� d - 1 1
<br />i � - I f§) MAX I -0
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<br />- 3/4' I 0 12 1/2' O.0 i 9C ",
<br />- - - - - C ----------------.-,.--�--,------,
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<br />I - I ,.� . - � SPACER &A WAV BE I llr LOI �F
<br />T:1- 1 -1 , ;�� fSEE SCHEDULE ON I
<br />I I ------ ,
<br />I I L I I (1; --(�4) i *,m � , I I 11 � SHEET TIT (1) INISTALANtIN IS UNIFTED To A DREE STORY EARLANDS II IT-O' I
<br />NO MEAN Roor IT IS A P�CTM JW I
<br />I
<br />1
<br />'OD ; . ENTEDWO "ONAT g�=Ociifoo ON SNEEfFR0M
<br />� �! ,
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<br />2'; *R`EQUIRF�11 t'7, �, , �, 1 � WOOD ANCHORS � , ' I
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<br />� � , � � ' OTAU INOBIATIM I I
<br />,
<br />, � � STAGGERED W/ STUD � , - �' I . ="1I:V.M;ftI�1)1fkQ OP= 11.AT1.FEMALE O OR I
<br />I � I � 11, - � I I "
<br />��, I , W4 WOOD
<br />MgMEEFF&MA, Or REDUCSD To.1/4* AS I , 1, , PLATE REQUIRED I -
<br />i - ---,-" To � 4
<br />� � "I -
<br />I i I (SEE SCHEDULE ON .. � -1 I
<br />" � F=OW" wilmTom ARE i ;, �- _ I EIAS IS A RESTRICTION FROM 12 1/2' 0,C SPA04 ALILI I
<br />SX= . , .
<br />O'C
<br />,
<br />i I �, I SHEET I I � cousuo, IWIML 1� om ON i
<br />i
<br />I I i
<br />i � I i � Slim #)� I
<br />: I I I (,) Tow" ASO Orsm PROSSURE I
<br />, � i
<br />, J rATM 6 .ft -AD "A. � (a) VAX 24 OWE PANEL UDTITH S LIMITED To 64' AT ART OPEo" I
<br />--
<br />I I - I (THIS 15 A ROSTRIFIRT111 FROM LARGER PAM UNTFHS ALLOWED ON 1
<br />11 � - L -
<br />I � (2) mAxA" STOW PAND, LENGTH a Ili WALL DIRM MOUNT ! SwmXTE SHEET 11L i
<br />"I
<br />1 -,--- � '
<br />.
<br />WALL MOUNTIN 1 13) SITTAN PANEL WRITALIATION IS i fflai�a I (4)I VrTL �WAOM (of PONINT #9A SMILL BE AS RIDICATED ON j
<br />ONLY r I ON TIr
<br />. SCALE 3/0-l' S-HAT LOW SFACM 9A RS ONLY i
<br />I INTO AM 00SWIC wow rRAw WALL I FOR WIND ZONES 1. 2 AND 3 AS mmm" ff Asni �
<br />ALIERMI[VE I I ! i C-1208 V. . THE 2. Oftf, Emw or THE I'llop" :
<br />SCALE 3/8-1" 1 (,) iterwitmok VK.,D m, FOR WIND ; I BUILDING CME ;
<br />I
<br />ZONES 1. 2 - � � ASTIM E I ,,0044HIJIMMA, i :
<br />I MHM,<`6.
<br />I - I
<br />I V"�Jk A. 1`1141'� i
<br />- ,4;,. ---------- .--.--------
<br />---.--- -1 ,
<br />/.)� 1
<br />,,,,,-S
<br />L _,� ...........
<br />�'. �%
<br />'4*
<br />NOTM , - .EN,p -.:!� -,
<br />3� ... or i, lk FLORIDA BUILDING CODE (Non High Velocity HIT cono'Zone)
<br />z : TL
<br />I - . : I INSTALLATION ARE ONE:Y VALID FOR MAX, A.S 0. z �, No, 44167 ". z .1m "LIECO. im I STEEL STORM PANEL I,.,
<br />DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS =**
<br />= , = ORN's
<br />-
<br />AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR = I * ., * -\ I
<br />TOP & BIDIEOM MOUN71NGS CAN BE . -
<br />� =
<br />It -',*'-. - "�'
<br />/ I I
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) STATE 005�- ��-- I L E C 0 T, . c, \ GLOBAL PROTECTION PRODUCTS, I.I.C.
<br />I— I III(X, SW. a, STREET
<br />INSTALLA110N. '-S, -, �. �IORIDVIV�t i'-7 Injur FOSTIND & motom,
<br />2� FOR NEW WOOD FRAME CONSTRUCTION: WOOD IS;`11. - III, - .� - - - =rIM V.ViG FL 310'.
<br />'1�1. *ell PNOML - 20-175
<br />- CAN -,-,I: - - P!V, IN,— (AHOitee-7-1 (".)AM -BINS'
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />I'll — DROORAO .
<br />1
<br />— - 1 �"' — '-
<br />I DENS" OF 0.55 OP. EQUAL, ,,, ,�,,ifm4 � �Oomsll
<br />�� 111;�Tl: .,
<br />Tug 2 I
<br />::
<br />j
<br />-, !=--i VALM A, �..
<br />7, 1 - =-I -
<br />--- — - : A k I ---
<br />I----.--- -------.----- ----�, --.--I
<br />2u9H6L.N=
<br />(C) to !A,SILNQ-90,c,�.5pAftc,--Gak�O-�,'--,��,.%5.-" �
<br />�1�1;n�m HT -1
<br />Fj��� 0801C"UME O' E 0,) HAS BEEN VERIFIED FOR 104PLIATIM W ACCORDANCE - /4"m TAPCON AINGHORS, AS MANUFACIURED RY t EW �6$UDEX, INC,
<br />WITH F,4t 2020 (7th EDITION) Of THE FLORIDA BUILDING COOE MIS STORM PANEL SHALL NOT BE INSTAI,ifr, AT MG4I - lliIl-tO PANEIMATIE FEAALL.- ID AND PAWELNATT- PLUS ANCHORS, AS WWUfAC7URED BY FLCO CONSTRUCTION MELDS.
<br />VELOCTTT HURRICANE ZONES (MIAM-UNDE / BROVIAP0 COUNTiES)� - 1/4'� LAC SCREW, PER ND S
<br />DESIGN WIND LOADS SMALL BE DETERMINED AS PER SECTION 1609 Or THE ABOVE MENTIONED CODE. FO� A BASIC WIND - 7/111,0 � 5/B' WOOL) BUSHIING. AS DIS-�TMIRUTED ITT ALL POINT SCREW, 09-T, If 1PECALty CO
<br />SPEED AS REQUIRED BTY THE JURISDCTIT�)4 WHERE STORM PANEL WILL 91 NSIALLFD. AND FOR A DIRECTIONALITY FACTOR
<br />KO-O a5, USING ASCE 7-15 AND SHALL NO EXCEAM THE MAXIMUM (XS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS C 1) MINIMUM THREADED PENETRATION WED WOOD OF TATCON ANCHORS SHALT DE I 1/2' AND 2* FOP ELCO PAMIELMAIE PLUS 11
<br />3. 9 THAU 12 & 17, 16 AND PANELMALL FEMALE ID
<br />IN ORDER TO VERIFY THE AHG`V`E CONMOON� UL17MAIE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST
<br />I REDUCED To A-S D, DESIGN PRESSURE RAIING BY VULTIPitYWC THEM ITY 0 & IN ORDER TO COMPARE THESE V01 MAX (A�S D) C 1) MINIMUM THREADED PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UNIT SHALL VE I 1/2- M THREADED
<br />DESIGN RT.SSVRE RATINGS WOWED ON SHEETS 3, 9 IMRU 12 & 17. IS. PENETRATION IWO STUCCO 5NAQ. RE CONSBDERED AS PART OF TNE REQUIRED THREADED PENETRATION -"j
<br />P
<br />CWAJ
<br />IN ORDER to ARIFY N4,O ANCHORS ON TIME P ED AS 'TWED WERE INOT OVER MCSSEL, A 331 INCREASE IN A11OWASILk T
<br />STRESS FOR WIND LOAI WAS = USED IN THEIR ANALYSIS F��SfENERS SPACING TO WOOD HAS SUN DEFETOPNED IN C J) MINIMUM EWE DISTANCE OF LAI SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING CZ
<br />ACCORDANCE WITH N.GS 2018 C%j
<br />SMM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORLM14CE WITH SECTION 1602,1Z OF CA) MINIMUM PENETRATION of WOOD VUSH1WT SMALL BE 5/8' 1/4' 0-20 SCREWS USED $�All BE I 1/7' TONG MINIMUM
<br />THE MOVE MENTIONED CODE AS PER AMETTICANt TEST LAB 01 SOUTH FLORIDA REPORTS JO8I4Q'-O' AND 0071942-0t. AS SHOULD STUCCO EATST, AMC I- MINIMUM FOR W/415. Willi NO ,51UCCO U.)
<br />PER SSTO 12-14 & ASTM C 3W-02 STANDARD', AMU AMERICAN TESIWI LAB SOUTH FLORIDA REPORT #112301-10 AS Pm
<br />_ T DRUM E SEETI, IN 604 0 1 IF C 5) til CASE THAT PRECAST STONE, OP PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS K FOUND (-IN INS, D35TIN
<br />IAS ZTLI AND TAS-203 PROICCOLS, AND AS PER T)ALCOLATIONS, PERFORMED IN Arf, C W/ 0 1 r I - qC=11
<br />T. If WALL ANCHORS SHALL BE LONG CNOUGIJ TO BEACH 70E MAIN STPTACTURC BEHIND SUCH PANELSL
<br />I 0 DA BUILDING CODE AI,4HDUAVG( SKN,L BE AS MENN09ED IN C 1), C 2) & CA)
<br />2. Al� �
<br />� A` IT ....... . . ... EG"'UNS , - a 6"o-', ""I .1, 11,111ER (UNLESS CTH.11 IIOTEO� SEE "" 2 ,III ANCHORS Ili-, 111, 111STAII-111 11,11101ANG Al-1 OF 141 111111110,11FITIONS .11 ,1111,1FICATILI115 11' THIF 11,11,1111*5 MAIIIA-V
<br />ALL ALUMINUM SA4EEI METAL USED AT LIGEURKS SlIA" HAYE 3105-HI4 ALLOY -
<br />S ,"I
<br />PANELS MAY ALSO BE ThSrUIELED 40RIZONTAUX FG)CLOWING INSTALLATION DETAILS SHOWN ON SECTION I THRICUM4 6 (SHEETS P-1
<br />" 6 I El
<br />L;
<br />I 'S'
<br />1, ALL STEEL tiHEE1 MEM PANELS `,IHALL HAVE 5,RtM1JRk QUALITY STEEL, ASTM A-6S3 CRAGS SO WhIkUk. 4-60 GALVANIZED ,IIRCMGH 5) FXCFT�- THAT HEADrR3Q &(D SHALL NOT RE USED.
<br />�E
<br />SIVEL DESIGNATION W/FY- 22 2 km (AFTER SOLLEDI, S IT SMALL BE THE RESPONSIBILITY OF 7HE CONTRACTOR T , 0 VERIFY THE SOUNDNESS OF T14E STRUCTILRE WHERE SHLITIER IS
<br />R I 5
<br />'EAN
<br />ATTACHED TO INSURE PROPER ANCHIORTAGIC THIS SILFIMP SHALL ONLY BE ATTACHED TO CONCRETE OLOCIN OR WOOD FRAM ,
<br />5 A111 SCREWS 10 Or STAINLESS STEEL 304 OR 116 ATS1 SERIES OR CORROSION IdESITTANT COATED CAR" STEEL AS PIER DIM BUILDINGS
<br />�
<br />to
<br />5001B W/ 50 "i YIEW STRENGTH AND 90 Nei TENSILE SH ENCTH .AND SHALL COMPLY W/ FIENKILL YPUIE��[NG f;ODE SECTION
<br />-
<br />C*
<br />241 I 5.3.4. 10 EACH REGULAR STORM PANEL WITU UDIMS OVER 90' AS PEP SECTIONS 1. 2, Ii. 5, 6 AND ALTERNATIVES. ITT, 3W & 4
<br />& . W
<br />Cl)
<br />SHEETS 4. 5. 6 & 7 RESPECTIVELY; SHALL HAVE A LFOIDLE AND READILY VISIBLE MARKING INSTRUCTLY0, OWNER ON I
<br />'CC
<br />6 HOLI TO BE ACTM A-107, GALVANIZED -�fIEFI- OR AISJ S34 SERIES STAINLESS STEEL, WITH ,56 k�i MINIMUM YIELD STRENGTH SECURE PANELS WITH. APPLICABLE RONSTORCEMENT DURING PERIODS OF HURRICANE WARNING
<br />.
<br />k -
<br />_
<br />_
<br />7 ANCHORS TO WALL SMALL BE AS cOULOWS 11 THE INSTALIATION CONTRACTOR IS To SEAL/GAUl,Y AIL SHUTIER COMI'IMENT EDGES WHOrM REMQ% iN LONTINUoU5 C -1
<br />. 2! I
<br />THE BUILDING TO PREVENT WND/RAjN1 INTRUSION
<br />-, I
<br />(A) TQ-EXr�P� FOUS9LCQNCXE
<br />Cu C
<br />_ I
<br />- 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY 1,T-W FUkDEX, INC; iMb, 1'� ,,!U92 p.) 12 STORM PANEL IN STALLAPON SHALL COMPLY WIT" SPECS NOW-ATED IN THIS L)R&AWG PLUS ANY EII�LTING ANO �DNNG RECUt 5
<br />x ,
<br />- 0 I, 710' CALK -IN ANCHORS, AS MANuFACEURED S� rAWALI INC MMOED BY THE JURiSor.CTIGN WHERE PERMIT IS APPLIED TO,
<br />:6
<br />�,14'
<br />- /4'0 , 3/4' ECUO-SET ANCHORS, AS DISTRIBUTED BY ALT WANT SCREW, BOLT & SPECIALTY CO
<br />, a
<br />E ._.R.
<br />PE-3000 p,,-0 I t (*� THIS PRODUCT EVALUATION DOCUMENT (F.E-D.) PREPARED BY THIS ENGINEER IS GENERIC ANO DOES HOT PROVIDE 1W RMAT
<br />* .a
<br />I FOR A SITE SPECIFIC PRWEGT� W' HERE THE SITE CONDITIONS DEVIATE FROM, THE P E O
<br />- 4-10 PANILMATE FEMALE 0 & FANELM4TE PLtjS ANCHOR5. AS WNUCACTURED 9Y ELCO tONSIRUCRON PRODUCTS
<br />P
<br />- :�
<br />, -
<br />.
<br />- 114-f ZAMAC NAILIN ANCHCIRS� AS MANUfACTURED Err DEWALT, NC _ , ,�T ;.
<br />, "'..
<br />�b� CTM?M4CTOR TO RE RESPONSIBLE M THE SELECTION, PURCHASE AND INSTALLATION INCLUCITIC LIFE SAFETY OF ... -
<br />. Clj
<br />. 1�
<br />A 1) MINIMUM EMBEDMENT OF TAPCON AN(MORS WIT) POURED CONCRICTE SHALL fit 1 3/4'. 2� FOP uu-0 PATHELMAlt AND BASED ON THIS P ED PROVIOCD HE/SHE WES NOT DBTjIAIE FROM THE CONDFIKINS DETAILED ON THIS DECUNIEN,
<br />CONSTRUCTION SAFETY AT SITE IS THL CONTWIGIR'S RESPONSIBILITY
<br />to
<br />1 3/4- FOR EAMAL MALIN ANC,HCATE.,
<br />=
<br />1
<br />1 (c) THIS PRODUCT CVALdATTON OCCUMENT WILL BE CONSIDERED MAUD IF MODIFIED
<br />-T
<br />A.2) CALK -IN & SOUD-SE1 WHORTS SHALL FF EMBEDDED 7/6' INtO THE POURED CONCRETE NO EMISECTICINT INTO
<br />C3.
<br />STUCC? SMALL BE PERMIT'llui. 1"4- 0-4 SCREWS USED SHALL BE 1 3/2" LONG MINIMUM SHOULD STOCCO EXIST, (d) SITE SPECIFIC FIRGUECTS SHAILL BE PREPARED BY A RUPUDA REGISTERED ENGINEER OR AAC4TMT WHIC4 WIRS, BECOME F,tE
<br />AND I , M 'OR WAEL-� WITH MCI TPUCCO. AND MAY W HEADED SCREWS 09 ALL THREADED SCREWS W/O HEAD, ENGINEER, or RECORD (E O'K.j FOR ,THE PROJECT ANN WHO WILL BE RESPONSIBLE FOR THE
<br />IN= r
<br />PUT WIT), WHO NUTS PROPER USE Or TRE PED NOWIF-CP Of RECORD. ACTINIC. AS A DELEGATED ENITHEOR, 10 THE
<br />H
<br />P.E,D ENGINEER, SHAL; SUBMft TO THIS AAM.P THE �;rE sPF.cirtc ORAWNWi FOR BEHEW,
<br />A 3) IN CASE THAT PRECAST ST.W. PRECAST CONTCPM PANELS, PAVEFIS� STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OF fLOOR, ANC1,K)AS $HN1,L BE LONG EMOUGO TO REACH THE MAIN STRUCTURE— DISHING SUCH PAWLS (v,4 THIS P,F.O SHALL BEAR THE EATE, AND ORIGINAL SEAL ANV SIGNATURE OF THE PROF�-SSKWA,t
<br />ANCHORAGE SHALL BE AS k0ENTIONIED IN A,I) AND IN &2) ENGINEER OF RECORD THAT PREPARED It
<br />(8) TO�-IXWN,Q-Mil.�-9,QQLftl-4&-"-C�w " SHUTIM MANUFACTURER'S LABEL SHAUL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />!/A- 0 TAPCON 04CHORS AS MANUFAK.TURIED BY i I W SWIDEX, INC, PANE! - SHUTTER IN ACCORDANCE NTH SECTION 1709S.2 OF FLORIDA BUILDING CODE ONE LABEL
<br />- SHALL BE ED TOM EVERY OPENINC. LAKUNC TO ��OMPLY WITH SECTOR 17099.3 OF THE
<br />r
<br />- 1/4' 0 . 7/8' CAUI-IN ANCHORS, AS M&NUFACTURE ' BY OSWALT. INC FLORIDA EUPLLADCING CODE
<br />- 1/4-0 I, 3/-- SOUD-SET ANCHORS, AS O[S-TRIPUTED STY ALL POINT SCREW. BOLT & SPECIAL.Ty GO
<br />. $14-1 IT PARELMATE FEMALE ID AND RANTIMAIE PLUS ANCMORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRTj0fAt0UIHfIN,
<br />- 1/4' 0 ZAKAC NAEAN ANCHORS, A,k MANUPACT�RED BY DEWAUI. Kif. t� �:. T11MIN
<br />AAO
<br />�\�GEN "'
<br />0 I) MINIML EM@+OM1.NT or TApCON ANCN,,R�E ELCO VNICUITATE�- ZAMAC NATILIN ANCHOR, I THE .
<br />BLOCS'UNIT SHALL OF 1 1/4- -' . . . � FLORIDA BUILDING CODE (Non High Velocity Nor 'cone Zone)
<br />z
<br />. z -� mno,'. Wic 24 GAGE GALVANIZED STEEL STORM PANEL f,
<br />- 1) CALK-N & SOLID-5ET AMCHOVF� SHAL-1 RE EMBEDDED 7/6' INTO -HE CONCRM BLOCK UN I I ' ` NA,44 67 '. -
<br /> DRENT , = — — ,Y
<br />I �/2' * - - --
<br />SIUCCO SK-41 BE PERMITTED, 1/4� *20 SrAEWS USED SMALL BE 1 LONG MiNIMVM S.10i,,U) , I EXIST. ...
<br />-
<br />-
<br />/ \1 ""'
<br />AND 1' MINIM M FOR WALIS WON NO S,UrCO. S .0*, . - �
<br />U - I STATEIF � GLOBAL PROTECTION PRODUCTS, U.C. -
<br />11LIECOm.
<br />�p *. ,I, . ' i - t - . �Tw� I rRoarri—ft" E�F-wlw ASO .. $I SlAw. --
<br />E,� Ili CASE THAT PRECAST STONE, OR PL?FtASTI ' , 1
<br />PANELS. STUCCO OR WOOD BOARDS ILE FOU I ORI
<br />CONCRETE . UMrL A- �1" ',
<br />EXISSINC WALL, ANCHORS SKILL BE L"D ENOUGH TO REAr 8 HTNO Sir-. -A ?�,'�,'� "' , I I -- - ---
<br />,H THE MAN STRUCIURE E ' 2 e� I IN- PAT --" - 0.1 I-'.'" 1.4.1 TA5`ITNW15FS1 �W.' OtiNKSAT-ITIV, 20-175
<br />"
<br />L------------
<br />kNOORACE SMALL BE AS MENTIONED IN S�Ii AND IN R2) 1pl;� szAi"""', - -- MKVT� N.
<br />"Iff,",
<br />CI-OP,t7l. - IvEnt�;zw
<br />;R"-'�t', -E sm/qww"IE WkTEF FT, "..
<br />tn,���l
<br />� I I — 3- 41;-iE
<br />, "I .1 I.. - --
<br />I
<br />INSTALLAIION
<br />DETAILS
<br />FOR REGULAR PANEL (1)
<br />I
<br />I
<br />IINTO
<br />POURED
<br />CONCREITE OR
<br />CONCRETE IBLOCK
<br />5TRUCT-URE5
<br />I &Sg��POORED
<br />CONCRETE
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<br />1xistmo POURED CONCRETE
<br />I
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<br />FCE�70,NED
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<br />OF CONCRETE BLOCK
<br />REQUIRED,
<br /> -�, ,
<br />I I " I
<br />CONCRETE ANCHORS � "I L , ,
<br />ANCHORS , ��
<br />CONCRIE � - -, , "
<br />, �K
<br />(SIR SCHEDULE ON _ ,
<br />"&,;, ,e ,
<br />" ,
<br />"'
<br />o �, " ,
<br />SHEXIS 9 THROUGH I 11
<br />I 1
<br />� --(V'
<br />(SF-- SCHESULz ON j;;�,,,jg,
<br />,
<br />SM�m 9 THROUSK 10) N11 I
<br />C2 )
<br />IEGSTWG POURED
<br />CONCRETE OR
<br />��;, I
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<br />CONCRETE SLOG�
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<br />3
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<br />SHEETS 9 171ROUGH 10) " �, 6 , I
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<br />SEPARATION 9 - F-TIOUARM.-
<br />I - 10.
<br />� Gm, f�ll I I LOGIN OVM r-61
<br />Ij
<br />it SEPARATION
<br />� I To GLkss,
<br />-R
<br />�T AT TAiLo
<br />I I (m -
<br />I
<br />LIBIRM INSK e)
<br />;! �, m. ,I
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<br />GLASS ON I
<br />" I ; 1, M
<br />I PANEL
<br />SEE SCHEDULE
<br />( SHEET 31
<br />11 ON SHEET
<br />id :
<br />I 1
<br />- ,;; , ,.�,
<br />" . -
<br />. , I "
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<br />LENGTH
<br />1 i ��,' : SC44EDULE
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<br />4- I TO GLASS, I I PANEL LU47H
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<br />ECINIFETIL ANCHORS -�, -- I
<br />I ON SHErT
<br />- I A
<br />a , 1
<br />I I
<br />PANEL LENGTH -1 (SEE SCHEDULE I 9 (SEE SCHEDULE
<br />(SEE SCHCDOLE f I
<br />(am SCHEDULE ON I I
<br />EHESTE
<br />,. 2 THROUGH to;
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