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<br />----- - 11 ! _I 11 - I . I - - --- - 11111111 71 W- - --- - I 1 - - I III I 111r-1,
<br />MAXIMUM .S.D.
<br />AMT,
<br />YeaSCS.-
<br />--
<br />I TO =--
<br />1
<br />1 -WMA "
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<br />.06
<br />+46.6. -753
<br />70' OR LOS
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<br />1
<br />I 1'. 2'. Y. I `w.
<br />2*0 & 31V
<br />+66.0. -711.3
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<br />1 2 7/4"
<br />1 - -
<br />I -
<br />I Wl�gO rM "�,S.S.ftmmI, M * MMOMff AT Me* & MCO OF PANEL LENGTH
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<br />APPLICABLE 70
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<br />MAMOIN PANEL
<br />LOOM 'L' (M.)
<br />PRESSURE
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<br />N/A
<br />12*
<br />N/A
<br />12"
<br />N/A
<br />12,
<br />N/A
<br />I' At 2' (TOP)
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<br />12 1/2-
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<br />2' (BOTTOM)
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<br />7'
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<br />I 6 1/2-
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<br />9 1/2-
<br />N/A
<br />9 1/2-
<br />1 N/A
<br />3' (BOTTOM)
<br />12,
<br />/A
<br />12 .
<br />NIA
<br />i2'
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<br />- _
<br />12,
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<br />124
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<br />no OPCNUQR 70 BE POSIMLL REDLM VACNO Mon Low rACION SHAU
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<br />CODE (Wah Velocity Hurricane
<br />�nyPONENTS FOR REGULAR , LIFE SAFETY dE E-Z HANG STORM PANEL SYSTEMS
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<br />PONDS SIALL BE INSTALLED ALWAYS 2.3117-
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<br />I ISOMETRIC VIEW DETAIL A I- . , -w I
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<br />4 . ! 11 4 -I-
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<br />.F . I
<br />K ;- , I ' i I : : it I ,� -- - ;- 11 i . L -
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<br />- J!-:�;� - - - I ' - - I- -e� 0 12, 01C. 1 11 �,
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<br />NOTE L. suaw) . T I 11
<br />� .. ,i i, , 1 1/4*0 LOS SCREWS * 6' 0 -;- I L 1 4
<br />;,;��K THREADED PON 0 �* 'I, I
<br />11 � " -r."LUE REQUIRED yp,-,�we- M.
<br />or IIIATE At SFAS 2000 on "I on ON EDGE =1 L:-:J� .
<br />I I Nei, PENETRATION * W " j I' %-- US L;ZV
<br />- .r -10 PAWILMATE PLUSW/./O" M.S. IV/ 7/8%3/32"
<br />,ow 216 WALL MOdUNn / - I ww NOTE 1. OWLM 6\ � - \ 1 - 7. cc
<br />'q,
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<br />=2UO* INSTALLAMON - " - I ' I �,\ d .. /4'0 LAO SCREWS 0 A' O.C� W/ - I ,/.�. LAG; SCREWS 0 A- cc, W/
<br />, I - MV,. I. L"', \
<br />It -'r '�- 1 1/2 RAA= PEwwTkA, �, ", It 1411, 0" ,.I.r . -VENIM PE.Em.
<br />- , . , 'I.
<br />Prouem ALTERNA7M Z� 1 � ; , ' ' " "DOD W REOUM OF PLATE
<br />ift ! - OR ON - SCALE 1/4".1' 1 1 1, I - -. 2'"' WOOD
<br />I I . 111-��, PLAIT . FIAT - CA ON -
<br />I I
<br />,
<br />I
<br />ALTERNATIVE I "W BIU]Lb�NG
<br />SCALE 1/A--1' I i �1, I'L
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<br />TO GEILjtQ MOI NTING
<br />I ALTERNATIVE 4"W
<br />I - WSTALLATIONS ARE ONLY VALID MR SUIRLONGS WITH ASO DES" LOADS I I
<br />. . 1,40041410,qq� .. ltl�k.. SCALE 1/4--l-
<br />UP TO +08.0. -75-3 Do PANELIS LOOM UP to 5 - 10, E � �
<br />�
<br />2 s L� I , p AL Titz
<br />FOR NEW WOW FRAME CONSTIOlUCTION: WOW MEMBERS TO BE SOUTHERN I L 4 , 0 ... A.
<br />......
<br />PINE No. 2. W/ SPECIFIC MISTY OF 0,56 00 EQUAL - JF N. -`
<br />I I / *�.--- \�CEN,Te.
<br />aw-lb: I = .: : No. 4
<br />, '
<br />SET s:C At TOP AS I * -.
<br />WELL E.W. j:.#pAMX. . .
<br />I 1000 OR I =8`C`V % --'-.. STATfr0F
<br />., , , I
<br />,It O II,
<br />,
<br />ALTERkATIVE TOP . . i� . �
<br />-3umm COMID(TION A ��- III !�i�
<br />TOP 81 WIT
<br />OM MOUNT IMOS CAN BE CCWNM ft ANY /
<br />my 10
<br />SUIT ANY MTAUA3m SCAM 1,14 . I- ", ,
<br />I - I NOTE SHUTTER TRAM Nor sNawNN hal 010
<br />,HEADER REOLOW
<br />w; am" a 4.O.0 */
<br />W. 1101EAM PENETRATION
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<br />j�',r 4' 11,i ",MON;
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<br />CIVAL #I.i, sms
<br />PEA END OF 9)
<br />' P1. . 1/24 A
<br />SrINGILE PANIMM U�
<br />AT TOP BOTTOM
<br />WITH M ORM *
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR *L-" (ft.) 0
<br />MAXIM AL&D.
<br />".
<br />PRESSURE RATING
<br />(P.0.) I. or -)
<br />CONCRETE a WOOD
<br />INSTALLATIONS ♦t
<br />L+
<br />IV
<br />200
<br />tz'-o*
<br />121-01
<br />210
<br />It. -a*
<br />it..,. I
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<br />W-10,
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<br />91-41
<br />81-91
<br />I
<br />Sao
<br />0.-1.
<br />8'-4,
<br />S!LO
<br />#'-Y'
<br />81-o'
<br />pao
<br />81-31
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<br />010
<br />0--e
<br />.11.
<br />Mo
<br />71-8 .
<br />- r-o*
<br />no
<br />r-s-
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<br />a-- to -
<br />solo
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<br />81-01
<br />6,-2*
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<br />V-91
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<br />I $'-I
<br />1010
<br />120.0
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<br />I
<br />FLORIDA BUILDING CODE (Mah V019city Hit cam Zon
<br />, .. I "302W IILT= w. 1p
<br />- .*! 20 GAGE GALVANIZED STEEL STORM PANEL Iwomw 0
<br />.. � �1�r"W"Wea
<br /> GLOBAL PROTECTIOIN PRODUCTS, U.C.LCCUT,
<br />�-� z `400 Sit. 51 SYMEET - -
<br />p fl��,7.-, ��--� ..", R. .1 10u.,
<br />� - TI;wYTNq kl� 20-176
<br />1\ /� I - . .IM
<br />V/ , ---. . - Row WMOI -
<br />0 4 -;vwW;-- -guit- "
<br />.,t SEQ'StIATUREAM 04-00061"ll - - M 01MAIN; ft -
<br />"I= A TILUT .; py- 1�:11 I - .
<br />I . i -. 1 -
<br />nNG i(p.s.f.) AND CORRESPONDING 1/4, 3/4. 4/5. 5/5 & 6/5
<br />CHEDIULE ddLY FOR REGULAR STORM STORM + IW/6. 2W/G. 3W/7 k 4W/7
<br />REM, CONCIH TE BIACK k WOOD (t) -r MAx-- -- - ANCHORS (SEE SCHEDULE: ON 31 MAX
<br />1 I' MIN. I SHEETS 9, 10 &11) -- -- -- ----------T-I' MIN. -I
<br />.
<br />SuaLLIAKJACI)MMUAMM AT EACH 0 -/ /
<br />I Elm wim TRACKS a) - M - a & gg 1 6 , � 0 6
<br />,
<br />jo D.M..0, (I). 4 ,I,- r.,.
<br />- rT--]--I-r- -f- , r r-T--T-r--r-T-T-r ��- I
<br />DIRECT LQUICTIED AT EACH ENDS - / -I- I . . I
<br />I
<br />MAXIMUM PANEL LENGTH
<br />*L+" OR 'L-* (ft.) 0
<br />MAXMUM ALSO.
<br />DESIGN
<br />PRESSURE RATING
<br />(P.A.) (4 - -)
<br />'
<br />CONCRETE k WOW
<br />MPAUAT04 t
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<br />10•-10'
<br />11-9*
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<br />01-81
<br />91-21
<br />45.0
<br />#'- I'
<br />8--r-
<br />Sao
<br />*,-7*
<br />8*-2*
<br />Soo
<br />e*-J*
<br />r-9,
<br />60.0
<br />I 8'-O*
<br />71-5"
<br />7•-1.
<br />71-2*
<br />-66.0
<br />M.0
<br />r.1.
<br />61-11,
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<br />e*-8*
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<br />- I
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<br />1 4'-10'-
<br />MINIMUM SEPARATION TO GLASS SCHEDULE
<br />-
<br />MAxlMUwI
<br />PANEL LENGTH
<br />WIND SPEED 4 170 ..Ah
<br />
<br />WIND SPEW > 170 ..P.h
<br />(I.)
<br />UNRESTRAINED
<br />I RESTRAINED
<br />30 OR LESS
<br />I.
<br />I I-
<br />5 1/4,
<br />>33 10 90
<br />1.
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<br />2-
<br />7 1/.2--
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<br />32"
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<br />.S'xi.5" STUD ANGLE
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<br />42'
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<br />I -9-.S. M.S. BOLT Wl 0 0 EA OVIERIAP i
<br />" ,�/--
<br />I/ 1, I (SEE SECTIONS AS APPUCAELIn
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<br />1/4. 3/4, 4/5, 5/5 & 6/5 1" UK VW/6, 2W/6, 3W/7 k 4W/7
<br />: --ANCHORS (SEE SCHEDULE ON SHIM 9. TO hit)- - - - --REGULAR STORM PANEL -
<br />arLynos /4' Ma. GAP
<br /> 2� N.T.S. I -I r-
<br />ma. GAP = I - - -
<br />SECTION A -A
<br />�� N.T.S.
<br />MOVES,
<br />(1) L.: %VJWJM ALLOWABLE PA4M LENGTH FOR A GIVEN POSITIVE A,S.O. DESIGN LOW
<br />L MAIL ALLOWABLE Ma MM FOR A OWN �� ASO. DESIGN LOAD
<br />(2) PROCEDURE TO WOKOX NAM" PANEL Lbgft
<br />OM04 A POWITME A.S.D. M" LOAD. DETERMINE MNAM PANEL LENGTH 'L." FROM "
<br />INNER A CRO PC WOEL LENGTH 'L-* FROM SO
<br />V NEGATIVE DEMLO 1A FINAL AXONIUM AL= LAD ThEMAk!! 'MOTHE FAMM XMWVHEO PANEL I
<br />Kywmw ,L+* AND -L-"
<br />(3) SEE SCHEME BELOW FOR MIN PANEL LENGTH FOR POROSITY QUALIFICATION.
<br />r INSTALLATIONS INTO WOW ARE LOURED TO f 05 P.M. MAX A.S.D. DESIGN PRESSURE RATING
<br />44167 ". It
<br />* : I
<br />. *
<br />- , .; ,--
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<br />114012 4 IN 0. ,
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<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />".
<br />DOM 01.
<br />- -
<br />- M PRODUCTS, LLC.
<br />OLDBAL
<br />4= &w. 51 SrIMOT
<br />tectai ISH COAL FL 3331,
<br />)ww7U& Ite, 0.)...
<br />07/V/2m
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<br />20-175
<br />. ft
<br />WIS
<br />AW. TIEDI AVA I -. i - I -
<br />I I I
<br />! Z1=3
<br />, I F"9 1
<br />INSTALLATION DETAILS FOR REGULAR EANEL (11
<br /> - - 1. -- INTO WOOD STRUCTURES ----� ----T-- -V� I'� ... ---- ------)
<br />,� i il 7� . � � � I . i!
<br />,-7, i h - . SEPWWTION I
<br />4 �� tl---i 1 (j)
<br />--- -
<br />11 - � -�
<br />WOOD ANCHORS
<br />� I ---- TOI=Ms. --- I /I 1; - (SEE
<br />- . � �-Tsu SCHEDULE ON 11 � , . /1-ti-20.1-
<br />- il , I - � I I - -- Sw I" WLI, ON SHEET 3)
<br />SHEET I 1) I I F i
<br />(i) I - - -ai
<br />-r. 0
<br />I
<br />.
<br />1 4 0 ,
<br />1 .
<br />11 - I -- III
<br />-- -- l� / ,-- -- 4 'le or� . - - =m
<br />�
<br />, umc
<br />. ? �j x �", , "
<br />I , � / , ; , I j � "I I I
<br />I 'I, ,/ I I i ,. L . --------I ex;:;�� ,v Moe.
<br />I , I . t -- -- ---I PANEL LENGTH
<br />LA
<br />. G,
<br />I - -(D WOOD -
<br />WOW ER � " I , , , I 1 (SEE SCHEME
<br />-EM-a9 . - � I.
<br />� -�-
<br />-11 = i
<br />i .- , .1 --
<br />. I
<br />1� I i 1/4' (SEE I /-- , - I r- I -- ! ON SHEET I 1 FOR
<br />SHEET 11) .1 �ai
<br />11 0;- 1 SPACER 0
<br />z / . .1 MAX. SO,
<br />� -IIn ;I "Tw T :�� -
<br />� I OF L
<br />. I I1. _-SPACER-_
<br />I/ . . . . . . .-I - I I I LENGTH (j)
<br />" I i- - -- ---I � i � /! \ P I . - --_
<br />. . I WOW WADIE& � 11 I ED F : .
<br />� ,,� 1�
<br />11 � , ,� --- I � �
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<br />/ I : 11 1::"��- r� .---=:: I
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<br />. I - I
<br />,�, \ � I , I
<br />i � � ED
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<br />11 I I- �� - ;j I I I- I 1 - MAX. LONG --- I ----j
<br />I I � I j � � � , � -@I ALLMNW PACE" 0 12 1/2-
<br />I ,
<br />I : .� 1 � O.C. (SEE TAKE ft ON SKEET 11.)
<br />I ! i i i I 1, 1 lj� � SEE NOTE - BELOW FOR LIMITATIONS FOR
<br />-0
<br />I SEPARATION I *L* MAX. I 1L* � I 1 1/2- LOW sLEEITS.
<br />I -
<br />MLEMNGTH
<br />70 GLASS. - I I I 7
<br />I I I i PANEL
<br />PANEL LENGTH , I
<br />r- (SEE SCHEDULE � --,� �, f ! I
<br />ON SHEET 3) i (SEE SCHEDULE I I (SEE SCHEDULE
<br />ON SHEET 3) 1- I ON SHEET 3) , ' ' _PANEL MATE FEMALE to OR PANEL MATE
<br />I•- - -- : PLUS (SEE SO4MM ON SHEET III)
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<br />I I - I �
<br />I
<br />I 'it, - I �
<br />r M'/M�. Or - ! I I
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<br />' SEPARATION I I �
<br />I I =%rkn On I I 1 2*�4" L �
<br />- ,0/ " -----�jy OL-iss. I
<br />I ;. - - I GLJI� SCHEDULE- PLATE REOUOU
<br />=9- �- :--
<br />i --(D
<br />SHEET 3) DIRECT MOUNT WOO SPACER
<br />I I ON I a
<br />L I I * I .
<br />11- - 1 �- -T- I ALTERNATIVE 21111". I
<br />F-
<br />i , -- ----,!* SCALE 3/8.1"
<br />I i -0)
<br />.
<br />r,47n,-
<br />1 1 SEE MAX.I I sox. I I
<br />i 0 12 1/2- D.C. N2!LEA�[I ON SHEET I 1 FOR PANEL LENGTHS &
<br />,- '.I
<br />A I OF "L - - P, � t .0 DESIGN LOADS FOR THIS INSTALLATION.
<br />ED - .
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<br />�-� !
<br />-6 -
<br />.0:18O:'. -
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<br />, -314- �', I & 12 1/2- O.C. 1.,-
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<br />WOOD
<br />--- 4-- 1 ANCHORS * * am-
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<br />E11�
<br />- STAGGERED W1 STUD
<br />�
<br />I I ! 'I" , (SEE SCHEDULE ON &%= SA NOT ME I 11r LOW It.
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<br />� 4, I
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<br />, 1 � �
<br />', , � ., I 94EET 11) (1) pentaluavow a Lomm 70 A 09 SORT' OULOM WITH IT-W
<br />1 --�. *am. 11 - MAX WOW WOW HMW (WO 0 A NDUCMU "IOU AM
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<br />2".4' WOOD �� --� , , I SuLaw MDOW mummy MCA= ON SHIM 11),
<br />PLATE REOURED ',: 1 1 900 " "
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<br />11 MR. sakmKr.am To aim ,\
<br />�� 1 - � 7:�- -"-:-- '.4* WOOD
<br />I SfAOOI = STUD ON ONW S MAY WE MIDUOM TE REOUIRED MAHMM NA gypa MAX mmu 10 all
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<br />, 'i
<br />LI:WS Ll w
<br />=
<br />, , , , - - - - � 4:0001 'L,�m
<br />, (SEE ! LOW AS THE FOUR �=YQ AW4I. 0 "I= MO" AT 6 I/r 06C
<br />Sim I 1) 00%0= lam . tM 9 A Merrelonate FROM It t/r D.C. wWCwc miom ON
<br />\1 SOW 0).
<br />I
<br />- - I (1) wam Mo mm" Pon$= .
<br />1101411 6 *00, -0 �f. (3) MAL 24 wff psa Unem a I"= To w Ar ANY OPDMW
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<br />-1 I ,
<br />(2) Nvolew SIM Pon. LEWIN a WALL mouNnNG 6 DIRECT MOUNT = WSHEE04MM FROM LARGER PANEL UDIMB NAM= ON
<br />I 11.
<br />�
<br />WALL MOUNTING (3) WNW PM& 064UNO 4 ONLY ALTERNATIVE 7W (All Iff LOW SAMID! OWOM IRA IML K AS POWD 04
<br />L Z LM SNOW SA Be ONLY
<br />� INTO AN =SW$g MM FRAME WALL SCALE 3/8-1- I SHEET MWMW Or
<br />ALTERNATIVE I W WLO FOR NO MM 2
<br />I. 3 06 MOM MY APM E-IM SLVOW AM THE MON) (70 - -
<br />E FLOBOA
<br />WALE 3/8.1- I-) MLNAIUM "A (PLY MR Mo WAAM cm
<br />MM 1, 2 A 3 POW ASM E
<br />lteg-M I
<br />I . I
<br />.
<br />Notim, , - ...............
<br />\�CEN ...
<br />. FLOWRI BUILDING CODE (Mon Hilgh Velocity Nvu Cam Zone)
<br />-
<br />NOTE FOR N OF SECTIONS: 1. INSTALLATION ARE ONLY VALID FOR MAX. &S.D. 1*: NO. 44167 *- i -am TILWOD. ANC r.p.
<br />DESIGN PRESSURE RATING (p.s.f) AND PANEL LENGTHS : 2 24 GAGE GAILVAN(EED STEEL STORM PANEL ON- W.
<br />-
<br />. :*! ;`-- -
<br />TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEETS (EXCEPT FOR - ; * -
<br />COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W') lk �•$% STATE O'W- .a. \ GLOBAL PROTECTION PRODUCTS, U.C. wit".20"
<br />Z 11LIECO,
<br />INSTALLATION. _�ORID - , .= S.W. 31 STIMET - , -
<br />,
<br />�;.��
<br />"LOOT 'M
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 15.0 1� - - K. - We. - WAVIA. . Iiiet, Ce. OWL FL 333.
<br />.
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC 4. - 00 -'aw =•DON -- Now-wwa. 'Ati, (W)MOD-FrOr, 20-175
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<br />GENERAL NOTES
<br />��1AWMMO (C)FS=�g,��A--Q�ft:9� M O
<br />HAS IANC ACCORDANCE l/,.i�UF.,.WgUILDEX. INC
<br />WITH THE 2020 (7th EDITION) OF THE FLORIDA WILLING CODE. nes STOMA PANEL SHALL NOT BE INSTALLED AT HMGH - 014-10 PANEL AWE PLUS ANCHORS, AS MAINUIFACTURED BY ELrO CONSTRUCTION PRODUCTS.
<br />WLOCTTY HURRICANE ZONES (MVM-a4M / MOVIOARD COUNTIES). - 1/4-# LAC SCREWS PER N.O.S-
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND - 7/16'0 ,STD' WOOD BILISHING, AS DISTRIBUTED BY ALL P004T SCREW. BOLT At SPECIALTY CO
<br />SPEED AS REQUIRED BY THE JURISDICTION WHERE STORM PANEL WILL BE INSTALLED. AND FOR A DIRECTMAUTY FACTOR
<br />KO-053. USING ASCE 7-16 AND SHALL NO EXCEED THE MAXIMUM QLSM.) DESIGN PW3%UW RAMMIGS INDICATED ON SHEETS CA) MINIMUM THR(AM PENETRATION INTO WOOD OF TAPCON M04M StNU. SE 1 1/2- AND r FOR CLOD PAHEUAkTE PLUS
<br />3. 0 i;iU 12 k 17, 18. AND PANEUAAUE FEMALE O.
<br />IN ORDER TO VERMY THE ABOVE COMMON, ULTIMATE DESIGN INNO LOADS DETERMINED PER ASCE 7-16 SHALL SE FVW
<br />REDUCED TO A.S.O.DESIGN PRESSURE RATING BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX, (A.S.D.) C.2) MRAIUM THREADED PENETRATION OF LAC SCREW. INTO THE WOW FRAME UNIT SHALL BE 1 1/2-. NO THREADED
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 19 THRIJ 12 & 17, 18 PENETRATION INTO STUCCO SHALL SE CONSIDERED AS PART Or THE REQUIRED THREADED PENETRATION.
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.O. AS TESTED YOM NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE
<br />STRESS FOR WIND LOAM WAS = USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS KEN Dmvwwm IN C.3) W&AN EDGE DISTANCE OF LAC SCREWS, INTO WOOD SHALL BE AS INDICATED ON THIS OAAW0x
<br />510NM PANCLS AEOWCY FOR aPACT AND WIND RESISTANCE HAS OEEN VERRRW W ACCORDANCE WfM SECTION ' -2 OF . ) IBNRMUY PETETRATKIN OF W000 BUSHING SOUL E S/6'. 1/4' h20 SCWEWS USED SHALL % 1 t/2' LONG MM14W
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS J0114.01-01 AND 10219.02- . AS SHOULD STUCCO EXISt, ANp I WALLS wm, IG STUCCO,
<br />PER SSM 12-99 Al ASTU E 330-02 STANCAFM, AND AMERICAN TESTING LAO SOUTH FLOP" REPORT 1112101-10 AS PER
<br />TAS-20I AND TAS-2013 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED N ACCORDANCE W/ SECTION 1604 OF THE C 5) IN CASE THAT PRECAST STONE. OR PRIOCAst CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING
<br />FLORIDA BUILDING OWE. WALL. ANCHORS 94ALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIMIC) SUCH PANELS.
<br />ANCHORAGE SHALL BE AS MENTIONED IN CA). C.7) & C.4)
<br />2. ALL ALUMINUM EXTRUSIONS TO SE SCi ALLOY NO TEMPER. (UNLESS OTHERWISE NOTED). SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.
<br />3, ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL NAVE 3105-HI4 ALLOY. IS, PANELS MAY 04-W BE tWS7ALLFD HORIZONTALLY FOLLOWING NSTNJAT04 DETAILS SHOWN ON SECTION I THROUGH 0 (SHEETS 4
<br />4. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY STEFI. ASTIA A-W GRAM SO MINIMUM. G-60 GALVANIZED THROUGH S) EXCEPT THAT HEADERS® k® SHALL NOT BE USED
<br />STEEL DESIGNATION W/FY- 22.2 kvA (AFTER ROLLED). 9. IT 94ALL BE THE RESPONSIBILITY Or THE CONTRACTOR TO VERITY THE SOUNDNESS Or THE STRUCTURE WHERE SHUTTER IS TO BE
<br />ATTACHED T40 INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME
<br />S. ALL SCREWS TO SE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AL ONBURLDINGS,
<br />A50018
<br />W/ 50 W YIELD SIRENCM AND 90 W TENSILE STRENGTH MO SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2411.3.3.4. 10. EACH REGULAR STORM PAWL WITH LENGTHS OVER W. AS PER SECTIONS 1, 2. 4. S. 6 AND ALTERNATIVES IN. 3W & AM ON
<br />SHEETS 4. 5, 6 & 7 RESPECTIVELY: SHALL. HAVE A LEGIBLE MO READILY VISIBLE MARRING INSTRUCTING OWNER OR TENOVIT TO
<br />6 BOLTS TO BE ASTAII A-307 GALVANIZED StEEL. OR AM 504 SERIES STAINLESS STEEL, WITH 36 ks MINIMUM YIELD STRENGTH, SECURE PANELS WITH APPLICABLE PONFORCEWWr DURING PERIODS OF HURRICANE WARe .
<br />7. ANCHORS TO WALL SHALL BE AS FOLLOWS, 11, THE INWAILLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH KNOWN IN CONTINUOUS CONTACT WITH
<br />THE BUILDW TO PREVENT WM/RAIN INTRUSION.
<br />(A) M COSTING PQIJ&E0LQxx2=
<br />- 1/4'0 TAKON ANCHORS AS MOUOUFACTURED BY I.T.M. BUILDER, INC. (Mi., 1'3192 P.,,.) 12. STOMA PANEL WAAAAT04 SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING NO ZONING REGULATIONS
<br />- 1/4' 0 I 7/8' CAU(-AN ANCHORS. AS MANUFACTURED BY DEWALT ONC. PROVIDED By THE JURTSOICtION WHERE POW IS APPUED M.
<br />- 1/4-of.: 3/4* SOU() -SET ANCHORS, AS DISTRIBUTED By ALL POINT SCREW. BOLT At SPECIALTY CO.
<br />(1111 13. (a) THIS PRODUCT EVALUATION DOCUMENT (P.EO-) PREPARED Or THIS ENGINICIDT IS GENERIC AID DOES HOT PROVIDE INFORMATION
<br />-30DO P-..i)
<br />- 014- 'D PANIELMATIE FEMALE 0 & PANELMATE PLUS AND40M AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. FOR A SITE SPECIFIC PROJECT, i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE POD.
<br />- 1/4-0 Z4A1AC NAAUN ANCHORS. AS MANUFACTURED BY DONALT. INC. (b) CONTRACTOR 10 BE RESPONSIBLE FOR THE SELECTION. PURCHASE MO INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />AI) MINIMU14 EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHOAL BE 1 3/4-. 2- FOR ELCO PANELMATE AND BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
<br />1 3/4- FOR ZAMIAC NAILIN ANCHORS.
<br />(C) THITS PRODUCT EVALUAT04 DOCUMENT WILL SE CONSIDERED MAO Of NOWNED.
<br />A., ) CALX-ON & SOLID -SET ANCHORS SHALL SEE EMBEDDED 7/6' INTO THE POURED CONCRETE NO EMBEDMENT INTO
<br />STUCCOSHALL BE PERMITTED. 1/4- 020 SCREWS USED SHALL BE 1 1/2-LONG MINIMUM SHOULD STUCCO EXIST. (4) SITE SPECIFIC PROJECTS SHALL SE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />AND Ik4#4WUM FOR WALLS WITH NO STLICCO, AND WAY BE HEADED SCREWS OR ALL TREADED SCREWS W/O HEAD, ENGINEER OF RECORD (E.O.R THE BE RESPONSIBLE FOR THE
<br />=
<br />BUT WITH YANG NUTS PROPER USE OF THE P.E.D. 01=61CZASILAL DELEGATED ENG104CM TO THE
<br />P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
<br />A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, PAVERS. STOCCO OR WOOD WARDS BE FOUND ON THE
<br />CM14C WALL OR FLOOR. ANCHORS SHALL SE LONG ENOUM TO MACH THE MAN STRUCTURE! BEHIND RK34 PANELS. (a) THIS P.E.O. SMALL BEAR THE DATE AND ORIGINAL SEAL AND SIQMTURE OF THE PR0FeSSIOW4L
<br />ANCHORAGE SHALL BE AS MENTIONED IN ALI) AND IN A.2) ENGINEER OF RECORD THAT PREPARED IT
<br />(8) ASTM C-Sa 14. SHUTTER MANUFACTIUREVS LABEL SHALL SE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />!Q,Lj=,M.���IJFACTURED BY 1. T. W. BUTUDEX. INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 Of FLORIDA BUILDING CODE. ONE LABEL
<br />SHALL K PLACED FOR EVERY OPENING. LASEUNG TO COMPLY VITTH SECTION 1709.9.3 OF THE
<br />- 1/4' OF . 71Ir CALK -IN ANCHORS. AS MANUFACTURED By DEVIALT. INC. FLORIDA BUILDING CODE,
<br />- 1/4-0 X 3/4- SOLID -SET ANCHORS. AS DISTRIBUTED BY ALL POW SCREW. BOLT & SPECIALTY CO.
<br />014-10 PANELMATE FIEMAUE 0 AND PANDUAATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION #tNu#
<br />: 1/4' 0 ZAIANC MASON ANCHORS, AS MANUFACTURED BY DEWALT. INC
<br />'. ..: ...... .
<br />8.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS. CLOD PANELVATES AND ZAMAC M04UN ANCHOR. INTO THE E .. FLORIDA BUILDING CODE (Mon High Velocity Cam za")
<br />.�
<br />BLOCK UNIT SHALL BE 1 1/4* : 1.
<br />- . .� 'emm Oet -
<br />0.2) CALK -IN * SOLID -SET ANCHORS SHALL BE EMBEDDED 7/3- INTO THE CONCRETE BLOCK UNIT- NO . F%J6,44 7 11. 24 CAGE GALVANIZED STEEL STORM PANEL DAVVV lr�
<br />I
<br />StUCCD SHALL BE PERMITTED. 1/4- 0-20 SCREWS USED SHALL SE 1 1/2* LONG MINIMUM SHOULD EAST, * -
<br />AND I' MINIMUM FOR WALLS WITH NO STUCCO. %. S GLOBAL PRMCM PROMM LLC. IU
<br />I � �-L
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<br />COSTING WALL ANCHORS SHALL BE LOW ENOUGH TO REAC14 THE MAN STRUCTURE BERM SRkXN ,
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