|
ONW,.,A.
<br />AIRE ANDOR
<br />,OMED" ON
<br />men, aa#I
<br />n
<br />w
<br />WALL AND FLOOR BUNTING INSTALLATION FOR 1 :WAIMI ."«
<br />SPLIT PANELS H6A KE, -07A I A.l
<br />N, wNDWn MMGL016 D¢ eOUDA2 a
<br />S \L X
<br />_ wl na�mr a Mur.
<br />AIM. �AyeiYl• yI � � i-- ry�aon.��� ' __-1_ , • _art_ :.
<br />IRA I T II+ -'� ® ,ani a 6an011) '�• C -1,• '.M"' CITE 4Q TZ.AID
<br />1 Yi ARRLAM �' (�1/aY iP/eX 6ou6 I
<br />_� r, ,' ,• r rw+m a NOT. 2 i 2
<br />-_� _ t
<br />EOE Or WALL nwslIA a'.• O '•
<br />�. -MISS 01r Alta
<br />1 I' ,_ -- 1 a.101nE OR avow II/leua9u 2 Mt/f i ♦.•
<br />_N•OBi/E6.. -' X -.-_� FILLED waa, Illo
<br />- 1
<br />® ALEV/4' 1
<br />IN I SCALE I/4' 1• AIL t
<br />I
<br />1
<br />1, • W +RY �} � Nw[ MtIW 8 001t , -� �_ MANRN ,lIF 1Pi0Mr AY ae ilf0
<br />IOaHPlNII. /0'4 ,4 R•RW L 1_ 1 `DN11
<br />4
<br />1
<br />1 uF61x`WW i r oc1m OR B T
<br />OLSIN Frmkw RARam N/ 1/RA`lYQinwNM ri - - - - - - -
<br />a .NAP..+.. -72.0 ••1 MALNox 1' 2 2
<br />AMA. ,SSE
<br />YL'1,0.• 2 A M t°W,-n ALO,T ,/2•_ ._ - /q t' .
<br />1 3 tt"- mP a B01� ® ® --1 2• L- MAINOI WAN • TIN IALLON •O
<br />__ i
<br />I SPLIT STORM PANE STUN
<br />e SECTION Y-Y " It ELEY__
<br />1 i SCALE 1/1•. t' Doman 2 SCALE 1/4•.I• Pr ywplMyl SCALE TIW-t
<br />mcE a
<br />2Li38W i
<br />TALL M IT
<br />z ,;, l �: •, 3 vR CONDITION)
<br />MULLION SCHEDULE
<br />UOA MUL1i0N
<br />SPAN (R) '
<br />RECURRED ten.
<br />TUBE MULLION -
<br />4 ♦--$'
<br />2• . 3• . 1/6•
<br />t MRER��RM R)
<br />'PII58aRE R MO
<br />uL. -T2a PA.I.
<br />Muir . 11 s. A . ALAS •ANp ,�L mSD�
<br />- W TO +36.0 phi f., 5-D7'2.0 P.•.FPRESSURE W.TNG
<br />SECTION 1 � L'�STD�i v';w�'iip'NLLErwililE oroEN`E°
<br />SCALE 3/B-!'
<br />NOTE: MULLION CAN ALSO E NSTALIID w/o STORM PANELS ON TOP
<br />ON BOTTOM 50 THAT IT IS LOCATED NT 10P OR BOTTOM OF OPENING.
<br />CONE PANEL OPENING W/ TUBE TOP a BOTTOM)
<br />INSTALLATION DETAILS FOR REGULAR PANELS(I
<br />INIO EXISTING WOOD STRUCTURES
<br />Im-n RNn+1 I� •�`Wm araO
<br />w nmLMo Wow MA7el - -- --
<br />i1 `
<br />y- _ , r. 1A NiR R r eA • VA w 4Pln • r ILr. •J - - - iN DOT, Roe° I,NaI
<br />N:' I , 4 T �~...-� ,. ! PtEnas � 4�... IS ^
<br />'Ni
<br />nrt/e• r PA•ANn , ,//Ar'r r4••a N•IoaWM - Mw'.,/r aw awn R1WP4r2 v R.r ra"art.
<br />+}-w u rP.n !1P 0lWM GIGO HdG01. :I a Ia.e RANe NtAO•L - _. :ALP A4w. � W
<br />_.
<br />• If u r aHA K _ _ `- �ay'Rs�ml'"eR wRt'P as
<br />2 2 OWE ad R .AIARa
<br />w oaaAW r:NI Aw•Ot. I
<br />r ,/r /r a r APrw AoSA v
<br />1'
<br />i p i
<br />w,
<br />�
<br />i i "C
<br />�y.y� DMA ;
<br />-ti I 1G • tM1 mx a• LL•.
<br />- •n+To4 i i -
<br />i
<br />�1
<br />1 m,�r 'p, ate°° i
<br />p
<br />,
<br />_'°" a OAR ,L G w Wadi A I
<br />H
<br />w we4
<br />MM _ f
<br />q
<br />a LIB ` i i 3 I i l
<br />116TALL.ATNON - ALTERNATIVE 3W f
<br />$( r RPa
<br />1/4• - 1' TRW. U �aG i m tmwe SY RPs IBM I
<br />, a.l � I I alRm
<br />0-JI
<br />. 1 ILIA® a nwx AIAAa
<br />1 I{1M�
<br />It
<br />But Mara , a/'Y W IRAta • r •<. - _ _-._ -
<br />/���- AL��1W , r ,eX ii+IitOm'�ie•nws R '10aMf '',o,1`LaR w' WP NMR -- --
<br />AT
<br />SCALE 1/4- - 1•
<br />WALL & n DOTE YDlL81TLNG
<br />INSLLLATN3N - ALTERNATiYf AN INSTALLATK N4 - ALTERNA•[j�
<br />UNTM (SECTION AT TOP IS UNITED TO +554-67.0 MAX. SCALE: 1/4- . 1-
<br />��N AS.D. DESIGN PRESSURE RATING)
<br />SCALE 1/4• . 1- SCALE- 1/4- . I•
<br />2/rwW i
<br />ma`•ii,� I 1`
<br />6 j r+•' .om 1NM
<br />,ePao
<br />e..
<br />i a NrRw AUIIm
<br />- __
<br />��/r�UC�•RrPaiAr.t
<br />- - Pe�11a, APD�DIWINID I[w
<br />FLOOR MOUNTING
<br />ND�; AAAHH ININA INSTALLATION - SECTION 4AW
<br />L+`L A. TI AA4aA� 9cA.E I/4• . r
<br />jVl
<br />1. INSTAUAnONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS s 'LAP•••••
<br />P�:' ✓ "%
<br />UP TO +55.5, -72.0 p.6.f. AND PANEL'S LENGTH UP TO 6'-6'. ��; vCENS ''•.'Q .� ENDINGS BUILDING CODE H. Yekelt Hu cane Zom
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN =
<br />-
<br />PINE NO. 2. W/ SPECIFIC DENSITY' OF 0.55 OR EQUAL. - No. 4167 $ e3mo nLTFAo, INc. 20 GAGE GALVANIZED STEEL STORM PANEL "P'
<br />DAMON ON:
<br />-�� ( iwc. GLOBAL PROTECTION PRODUCTS. LAC. o7/N/Nm
<br />NO'(E TOR COMBINATbN OF SECTIONS: ` _-
<br />a9; ST CIFW"'?7
<br />//-�
<br />&R,N
<br />TOP k BOTTOM MOUNTINGS CAN BE $yO,r'•. FL MIDi' r'Y2,)a Do ANr IM,t FL mt./AL rMe WWr.a•ALnNMa FNGLE tp.)Ip-2515, PAc ")ACM-m7 20-176
<br />'y�1G•S4
<br />COMBINED IN ANY WAY TO SUIT ANY '1'rFiS'n� w:.: AR n,-,m . ti : pn _- r �A WINO M.:
<br />Y"L%.DL'nPEJD"1[ - -
<br />PE Y +r.rM
<br />INSTAIATIQN, y.....qd WNTER,i.FLORIDA
<br />Lt. I. _ _ WBRT ,O a N
<br />CONCRETE ANCHORS CONCRETE ANCHORS FOR CONCIETE AVCDPS: SEE SCIEDIAE ON SHEET 14:
<br />(E[ SCHEDULE OH'^� -. (SEE SCHWUIE ON
<br />TOP eDw SCREW Ei SECTION ON BEET 15 1. 2!c iW//5
<br />SHEEP tea) \ �; SIIEL1 14) ry...
<br />POURED CONCRETE
<br />1/A 2/4, ?A/4, 3/4 aN 4/4 1. 2 ,! tw/ts ! 3; Ma.
<br />auHEo coACETc 'S00'�. REOARFD i \ .TAG• j1� • _. - , MIN.
<br />EWMED
<br />{_��;,, _. BME a"I � - _-.l._l.T.�.l'.1 __i_lTl.r1-F1� 11iT1IMR(OaP (IHIEPDR wfEwOR PAI.EL) (lV1ENOR PANG) (OK7 PANEL)
<br />1MO�•p5Aa9fWRA wNG MX3Y IAb� 7 e a3injr i WA, SUARATION
<br />To CLAN
<br />b
<br />eTuo • Ii + o.c STUD w 12 I�o.c 1 1 1 1 • . 1
<br />/1'AR 1' MA>MIE
<br />j w/ SPN21 cc 5/b• W,. (CASE I) -
<br />11 I/e• MIN. ... 5�w ) Ij I`
<br />CSEE EI 1/14)I 10 iU. ,2 ,/2' D.C. (MEEDDE1, 2/EI4) � '...Na •w ='
<br />f LocAnow
<br />AT END PE TLs)
<br />A END WOOS
<br />(AE2/0) lS ,/,. , . tK7EANAn ,ArwTlDu
<br />�OB i At TWO PNEIS)
<br />® I I I Dom ETAis I/,A
<br />l 14
<br />lURon CONCRETE
<br />ON COMPETE �L i a 2, )
<br />a BLOCK
<br />WALL
<br />�EAINI�Eo I �• I '': �
<br />L111111/4, 2/4, 21/4, 3/4 a 4/4 1. 2' do :1W/15 1, i 3 1W/15
<br />uTERH KTE LOCATION
<br />{ I J ON LIFE SAFETY PANEL L_
<br />AREA W/NO LIFE SAFETY PANELS LOCATION E LIE NOTE IELAW)
<br />ly
<br />j CHALK _ - _-_. _ I.-. D E W/ OR SAFETY PANEL
<br />-. 0 (SEE NOTE ,
<br />CONCRETE ANCHORS; ..r !, . BELOW) ! LAST PANEL. (t� TO E NSTALED AS
<br />(SEE SCHEDULE m Ebla• pF LIFE SNEIY 6'1F1M PANEL OPENING SMALL
<br />LOGE
<br />bR 9AB U SAT6 9E PRO'MEB w/ PEAS ING SM
<br />5,40T 14) POUTED LOIICR(n. CD,ORIDN)
<br />TO FACUTATE NSTALATON N WRENOL
<br />OeM. REWOED _t _ '�
<br />OR REMOVED FROM INSIDE
<br />M
<br />CONCRETE
<br />(SEE
<br />'"
<br />STRUCTURE.MALLED
<br />SHOT i4) -E.D.
<br />ELEVATION
<br />WALL MOUNTING iNSTAUATION WALLANO FLQOR MOUNTING INSTALLATION
<br />SCALE 3/32-1-
<br />- SECTION i SCALE: 3/8" - 1 - SECTION 2 SCALE: 3/8' - i r1/. Law. GAP
<br />®o" 1 1 ' 1/4-
<br />CAP
<br />NMS ON In SAFETY =ft PANF1 SYSTEM INST L ATION
<br />1. LIFE SAFETY STOW PANEL CAN E LOCATED AS AN U40 PANEL (FIRST OR LAST PANEL) i
<br />OR AS AN INTERIOR PANEL. (ANY PANEL LOCATION N BETWEEN END PANELS).
<br />B r IMRAIDP PAHOS. B TERNAn ��
<br />NOTE t)
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED AOUACENT TO REGULAR PANELS
<br />�(�EE IA1)
<br />1-1 oR W10 REtRIAR TRACKS.)
<br />2. LIFE SAFETY' STORE/ PANEL CONSISTS OF 0039" GALVANIZED STEEL STORM PANEL AS
<br />.SECTION B-B
<br />PER COMPONENT , SKEET 2 O' DPAIWNG.
<br />SCALE 3/32--1•
<br />TI85 PANEL ALLOWS ITSELF TO E REMOVED OR INSTALLED FROM THE INSIDE OF
<br />STRUCTURE.
<br />3. LIFE SAFETY P REQUIRES toP TRACK TO E COMPONENT 0 a BOTTOM TRACK TO
<br />BE COMPON l!WW�$��jjlLAs PER SHEET 2 OF THIS DRAWING.
<br />'MIRY
<br />`"p"NA NTIujTN-�"M,
<br />r`{•..:.....•
<br />COMPONENT BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS 1
<br />2 ON THIS SHEET. AS WELL AS DETAILS I a 2 ON SHEET 14.
<br />✓Q'4y
<br />,y•L� •.,'( $
<br />�
<br />�3Q?:•\GENSF
<br />?
<br />ENDINGS BUILDING CODE NI VelocityHurricane
<br />+. Hirt. LENGTH FOR COMPONENT � 6 15".
<br />No•
<br />-a T Twm INC.F
<br />Nw. ANCHOR SPACING FOR COMPONENT ANCHORAGE AT BOTTOM 5 GIVEN ON
<br />®
<br />n
<br />*
<br />20 CAGE GALVANIZED STEEL STORM PANEL
<br />SCHEDULES 3 2. SHEET 14.
<br />i *:' :¢
<br />COMPONENT MAY E PERMANENT OR REMOVABLE.
<br />5. SEE DETAILS Fi1W MSTALUTKNN INTO WOOD FRAME BUILDINGS ON SHEEN 15.
<br />- .(L ATE.
<br />�: 'Y•• pT{ p' ' • }I-- ..._..- -
<br />o'••,.
<br />GLOBAL PROTECTION PRODUCTS, LLC. a a
<br />ILT-TE C O IMF•
<br />6. SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF
<br />y .+
<br />$Ay�FS8 aL "- u'�
<br />A,AAN
<br />4mo Sw 51 sTMET
<br />(ts4)eN-e7F2 26
<br />SPACERS AT HACKS INSTALLED ADJACENT AND BEYOND TO 5NCC0/WOOD BANDS.
<br />LOuN.I•R
<br />�• 13,o•iP,r-,oFAa
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f..) AND CORRESPONDING
<br />MAXIMUM pMEL LENGTH 'L" SCHEDULE
<br />nMN.IN rya, Fn. wn+, it .(] Meru uerMlc AA
<br />EVSA�Nw UM ASA
<br />O m Pi,.
<br />M• IDIGiM
<br />(SEE, )
<br />RMIfBTO CLASS m
<br />ro GJ98
<br />PNM
<br />taNmIOM
<br />A
<br />+35A -724
<br />?,-v OR LESS
<br />2 1/4•
<br />UNBOLTED
<br />, THRU b a 7
<br />.SSA. -724
<br />» '-5 TO r-r M4..
<br />2 3/A'
<br />UNBOLTED
<br />I THRU S A 7
<br />.55.0. -77.0
<br />26'-r TO il'-2• YA.
<br />2 1/2-
<br />6
<br />.13A -AD
<br />12'-4' OR LESS
<br />3 1/2•
<br />• �
<br />0. 9 a 10
<br />90,10 W/ 1/sY-2m1• Ss. " f WOO" N OHAM A WOLOWM OF PNa1_
<br />(VALD ONLY FOR PANELS Cie QNSTALLATIONS AS PER SECTIONS I THRU 7. ON 90M 4 A S1
<br />MAXIM -,S.D.
<br />DESIGN
<br />PRESSURE
<br />Rem (Pi,)
<br />MAXWLW M04M BPPMW FOR ED. - 3 I/r -
<br />APPUCNU TO
<br />j t MlY61Uy PNiEl
<br />ANY COMBINATION I lEl,f)I!I 1' (AJ
<br />OF THEM
<br />TMCON
<br />a TA-G"
<br />-
<br />CJUt-w
<br />PA 114m FT3IAIE O
<br />P..UA E PLUS
<br />To COMCIETE
<br />-�
<br />l0 oONCw[,E
<br />COMA T[TE
<br />TO COMfAEfE
<br />BLOCK
<br />TO mNdETE
<br />BLOCK
<br />To CONCEIE
<br />COBLHCJET[
<br />r
<br />N/A
<br />N/A
<br />NIA
<br />61
<br />R/A
<br />r
<br />AR/A
<br />e'
<br />N%
<br />I ITOR
<br />6'
<br />v
<br />M/A
<br />MIA
<br />8•
<br />r
<br />r
<br />e•
<br />S.
<br />S.
<br />I (BOTTOM)
<br />6
<br />%/A
<br />N/A
<br />M/A
<br />6'
<br />N/A
<br />r
<br />MIA
<br />6•
<br />N/A
<br />2 (�)
<br />r
<br />M/-
<br />N/A
<br />N/A
<br />e•
<br />N/A
<br />v
<br />WA
<br />3•
<br />N/A
<br />2 (BOnow
<br />+58.5, -720
<br />r
<br />N/A
<br />M/A
<br />M/A
<br />a'
<br />N/A
<br />e'
<br />N/A
<br />6'
<br />MIA
<br />3 A 4 TOP) I 7'-r m LESS
<br />OR LESS
<br />6'
<br />51
<br />WA
<br />N/A
<br />6•
<br />6'
<br />r
<br />e'
<br />6'
<br />r
<br />3 (BOTTOM) I
<br />e•
<br />M/A
<br />N/A
<br />M/A
<br />e'
<br />N/A
<br />6'
<br />N/A
<br />e•
<br />N/A
<br />T (TOP) 1
<br />e-
<br />S'
<br />N/A
<br />N/A
<br />6'
<br />B'
<br />6'
<br />r
<br />b•
<br />S.
<br />4 ! 7 OOTrmo
<br />N/A
<br />N/A
<br />12 1/2-
<br />a 1/.-
<br />12 1/2•
<br />5 11.•
<br />° ,/•'
<br />6 ,/4'
<br />6 1/s'
<br />6 I/4'
<br />S (T01/WTIOM)
<br />SEE WOES 10 A I1 FOR ANGFAW TYPE A SPACING FOR NbT YLA °FIG WOOD FRAME BIISD•IO.
<br />IYMRAI ANCHOR VP"= AND MMNM MOM DISTANCE ARE IOR•NIIED ON ,HIS SC O)MUL, FOR EA. LESS
<br />THAN NCGTE° ON WED" AL'Dt= ANCHOR SPACING BY MNllRTND VACANT SHOWN ON SC,� LE If
<br />THE FOLOWI'4 FACTORS. FOR THIS ONDATCN TO E PONMK& OULCm SPACING ONDAM LMO FACTOR
<br />SHALL Maf E LIU THI, INAAA, SWCINO aWrA TED FOR EACH NICER TYPE AT AACA m Lf�,
<br />$MONR rw
<br />.-_t/1Y
<br />TAcm
<br />1/4Y
<br />-.__-
<br />o DaDs
<br />_ t/r. _
<br />_ _-
<br />_ 1/4'.
<br />iAiiOMloi
<br />1/4.
<br />_..__.__
<br />1:AA1-N
<br />I/PP
<br />w
<br />aau9-Rr
<br />Io, Aqp WACM 00
<br />,
<br />1
<br />3
<br />3
<br />•.�� Lyn•.I. P.J
<br />a
<br />s
<br />3
<br />,
<br />3
<br />3 ,n
<br />3 ,n
<br />BOISL" am �
<br />R6'.NR
<br />,•
<br />I.m
<br />,m
<br />-
<br />fm
<br />A,
<br />-
<br />a1
<br />1/4• LO.. 5/9, LmNO &WSS MSNWNG W/ INSTALLATION
<br />S.B. M.S.O ° "`' °`1
<br />DETAILS FOR REGULAR PANELS
<br />�a
<br />PANY-TGLG-
<br />4"
<br />PALL LENOPW W ro 5' AMID 6 1/1. O.C.
<br />INTO EXISTING WOOD STRUCTURES
<br />-3,
<br />` FOR ."m C OK 11 r-r MIN. aR /ta-10
<br />ID PLUS e
<br />PAW.
<br />^I PAMEL21AiE FC.
<br />W" 1R THREADED
<br />I" 12 1//TT 0. C WTI), 1 i/T' Min. nMEMED
<br />pEMETRAtON ro HEADER :OR ALL LENGTHS UP
<br />- r-6' MIN. _ -
<br />_i/aY L.M sIRRnA •
<br />I..�i NRn P@[1RiRON
<br />;� atiaaHwG +ioD�°LOiEADFA
<br />1
<br />4
<br />'..I
<br />- :�
<br />1
<br />-�•--r'/`i/-e2yp.,sJevP°LwW
<br />J
<br />1...
<br />1
<br />11
<br />�.
<br />o•
<br />'- 1
<br />}• I' 1
<br />ED
<br />EO r'
<br />Ular
<br />1 b
<br />�
<br />I
<br />I
<br />i �
<br />Rm R♦� �
<br />,� HIADa
<br />ro6D 1•am
<br />ALTERNATIVE 1 W
<br />ALTERNATIVE 2W
<br />SCALE 3/8-1•
<br />SCALE 3/8-i"
<br />I
<br />IT -
<br />°
<br />oFaS$1
<br />° i-
<br />TO C Yam/
<br />i
<br />tea•
<br />SEPAR/,TIGN I
<br />IW IW�1'vpi
<br />1 1 ems12 1/7•
<br />ro GLAss. 1
<br />,
<br />ED
<br />4__
<br />f0 I
<br />I
<br />I
<br />EO' � I
<br />-` -
<br />_ _.
<br />- -
<br />E0
<br />:1
<br />EO i.
<br />. ---" I ,
<br />�! I ED, EOI-
<br />1 1/2'
<br />• Ir
<br />�,
<br />EO!
<br />1
<br />raOP P,AIc
<br />ROXAMa
<br />1
<br />1/4' J.D.. 5/r LAND BRIO BLOONG
<br />w/ ,/4Y-2o.T' ss Mi . b ,!•' ot.
<br />FOR PAN41 LDMGTHO IV ro V-r AND 5
<br />a'•- 4' SS
<br />CHIN ra�''i/rIN3�az-
<br />4 ce.4 Wr0 M • r a.
<br />•-
<br />RmUeED
<br />i 1/4. O.C. FOR UNG" LP ro r-5• MIN
<br />2'n4• NLAn OB /14-10 PAME M TE PORE O OR
<br />p I PANIMMATF PLUG • 17 1/2' 0. G W I
<br />1/•'A•uD SI:Ka • r QG /
<br />ALTERNATIVE 3W
<br />ALTERNATIVE 4W
<br />/2 LAIN THREADED POE7Lamx N
<br />NOIW0IN OF EXISTING HOOD PLAN FOR
<br />-- ,n Aa WWAAm PnMNM+%M
<br />I'..• -LATE • aRDw a nAc
<br />SCALE 3/8-1-
<br />SCALE 3/8-1-
<br />ALL LENGTHS LP ro r-e MM,DIRECT
<br />eLt>PE9
<br />UU011tuaNjoi -OW ION BUILD -OUT
<br />I
<br />NOTE SHUTTER TRACKS NOT SHOWN FOR CLARITY
<br />AL
<br />$CALF 3/8-i•
<br />SCALE 3/8-1'
<br />tlD7ES:
<br />NHA11tNM Nr7�
<br />A a TI
<br />a A• lt{
<br />K T
<br />s'P F .•
<br />ti
<br />IN ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />1. INSTALLATIONS ARE 0 L AL D BU LDI
<br />-7 . F PANEL'S TH UP T 8'-8'
<br />UP 0 +55.5, 2 0 PS AND ANEL LEND 0
<br />.•
<br />P: CENSF '.,
<br />Ste: �
<br />rFLORIDA
<br />FLO BUILDING CODE (High sIDcH urN
<br />Y N one Zone)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />= 16 's
<br />NO.
<br />cam nnm IN.
<br />20 CAGE GALVANIZED
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF D.55 OR EQUAL
<br />= ; * =
<br />STEEL STORM PANEL
<br />D w:
<br />NOTE F@ItL.TION �Ec,'�a=-
<br />`-'
<br />"'.-D�''•
<br />i $T OFOF-1
<br />C O �Nt.
<br />GLOBAL PROTECTION PRODUCTS, LTC.
<br />DT/mDon: To
<br />pt R1D�E
<br />yy ''
<br />r 1Si iN M0 ANY
<br />4em S.W. 5, mrETTOP
<br />OAR, PL 3331.
<br />h BOTTOM MOUNTINGS CAI BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />F ''
<br />��gyS�'S'� • •.R EL
<br />.r. Ar a r +M. ar,1 Ke,WM. N mw
<br />+AKIN . pRg rn•,ne . F.: o1q m-,as,
<br />F .
<br />loll 19s4)eR-e7I
<br />20-176
<br />�
<br />INSTALLATION.
<br />"KIN•4A/9PMDSR/'DA1F
<br />�� Art
<br />WATERS RU9 .1. Pt
<br />7_I'1
<br />SINLRT 11 a EF
<br />STUDS 0
<br />C
<br />(12 1/)
<br />TO LSD
<br />1
<br />1 • (ACTS)
<br />END PANEL
<br />SCaEmAE /i' SC EDIAE 011 OR % S.
<br />- FOR M-411-.FOR Ma. 3' OR DIRECT MOUNT SPACING ANCHOR
<br />SPACING SPACWG
<br />DETAIL 1 :WALL MOUNTING INSTALL TION PUCABLE TO SCHEDULE_ i )
<br />SGLLF: 3/1r - (-
<br />MAXIMUM A.S.D. DESIGN I!RESSLIRE RATING (a.s.f.) AND
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE ATfOR
<br />INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />SCHEDULE B I : (ti1 Wl WAIL IAmIlfT CONOTIONS TOH a BOTTOY W/ E.D. - 3 1J2'
<br />EnLE,, :-
<br />12 1/2' 0. C
<br />HOLD PAVE
<br />3/8' SPIN. (CASE 1)
<br />3• Min. (CASE I)
<br />MAMA, NASA.
<br />PRE.SSIIE
<br />RATw° .A.,,CONCRETE
<br />TAPCON
<br />a MP-mP
<br />CAUK_
<br />PAIIELMAR row Q
<br />AN&ARIE PLUS
<br />SECTIONS ! e
<br />cmmmKm.
<br />OF THEY
<br />LM1Ww P�WEL
<br />LOOT. v (R.)
<br />ro
<br />CONCRETE
<br />TB
<br />OXON'aEIE
<br />To
<br />to
<br />Dammam
<br />TO
<br />COIN Ri[
<br />TO
<br />'O
<br />BLOCK
<br />CONCRETE
<br />iDCR
<br />ATE
<br />BLOCK
<br />MDCR
<br />BLOW
<br />8"
<br />N/A
<br />M/A
<br />N/A
<br />6'
<br />N/A
<br />8'
<br />N/A
<br />S'
<br />N/A
<br />t A 2 (TOP)
<br />55.0. -72.0
<br />9'
<br />7•
<br />B-
<br />9'
<br />9-
<br />9'
<br />9'
<br />9'
<br />9'
<br />9'
<br />i (BOTTOM)
<br />5'-0' OR LESS
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />1 A 2 (TOP)
<br />+55.0 -72-0
<br />9'
<br />S'
<br />g•
<br />B'
<br />9'
<br />7 1/2'
<br />9"
<br />9'
<br />9'
<br />9'
<br />1 (BOTTOM)
<br />V-0, TO r-r
<br />+55.0 -72.0
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />6.
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />I A 2 (TOP)
<br />T-r TO 8'-8'
<br />IT
<br />9'
<br />IT
<br />6'
<br />6'
<br />1 (80TTOM)
<br />MAAIUM ASD.
<br />DESON
<br />PRE6N/RE
<br />RAmW 4J.
<br />I MW • 5/r r "M TO, a A"
<br />OASE 1 (SRO • r r RIOT, TOP a AMMO
<br />APPLICABLE TO
<br />SECTIONS / a
<br />COMBNATPO
<br />OF MEM
<br />MAXIMUM PANEL
<br />LENGTH 'L' (N.)
<br />TAPtON -
<br />-
<br />+49.2 -61.5
<br />3• 3'
<br />4 1/2' 4 1/2-
<br />2 (BOTTOM)
<br />7-6' OR LESS
<br />.52.8 -56.0
<br />3' 3"
<br />4' 4'
<br />2 (BOTTOM)
<br />r-6" OR LESS
<br />+55-0 -72.0
<br />2 1/2- 2 1/2'
<br />4' I 3 1/2-
<br />2 (BOTTOM)
<br />7'-6' OR LESS
<br />+550 -72.0
<br />2 1/2' - 2 1/2-
<br />N/A N/A
<br />2 (BOTTOM)
<br />+54.0 -72D
<br />N/# N/A
<br />OR� 1/4 ! SCHEDULE E 1 ALE 'II �-INTERIOR PANEL '�-END PANEL
<br />- J" •-- I /2 FOR - ')' - /2 FOR r 3'. -
<br />Ma,. ANCHOR MIN. ANCHOR
<br />SPACING SPACING
<br />1'-3" MM.
<br />DETAIL 2 : FLOOR MOUNTING INS LA I ATION (APP L ABLE TQ SCHEDULE 2)
<br />Sr., F. 3/16• - I"
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.S.f.) AND CORRESPONDIN
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />(APPL c F ONLY M eFCT06 I A ] n FOR •r SAFETY STORM PANEL
<br />Lxreu mN 4Nu'ET 131.
<br />J, No. 44167
<br />WARY A3II m]tlll
<br />PIESP4e RMNO
<br />trA.NJ
<br />,Iw, rN1R L0,E11,
<br />'L•5L�
<br />(9a EOiNOAe3
<br />YYIAO
<br />cONI NN
<br />SEE SEEN 16 FOB ANCHORS TINE a SPApO FOR INSTA3A1016 NTA ROOD FRAM BUILDING.
<br />MINIMUM ANCHOR SPACOM AD MINIMUM BUR DISTANCE ARE IODATED ON THIS SC EGIAL FOR
<br />ED. LESS "" WDC17E0 ON SCEOLE I�{ICE ANCHOR 9PACNA 6T RLTPLvWG SPACING
<br />SHOWN ON SCEOtAE ITT THE Tpu wm FACTORS. ROTE Ties OPERATION TO E POSSM L
<br />RODU= SPACIW OBTAINED USRW FACTOR SMALL NOT E LESS THAN MMKM SPACING
<br />"Nom TOTE EACH ANCHOR TYPE AT ANCHORS LLODIO.
<br />No" 119E
<br />,{4••
<br />- -
<br />tAFOOFI
<br />,/{Y
<br />---
<br />a TAI'•4TR1
<br />t/r•
<br />1{4•.
<br />,/4'!
<br />-
<br />ball-aM
<br />w KRONOR SIMMONS QL)
<br />3
<br />3
<br />3
<br />3
<br />2 1/7
<br />Amasn.N a-)
<br />3
<br />J
<br />3
<br />3
<br />3
<br />aa.•.1 IN• 0.)
<br />3
<br />J
<br />, ,p
<br />S ,R
<br />AWL BA ON �M
<br />FPXMR
<br />-
<br />-
<br />3 a-
<br />-
<br />m
<br />So
<br />r
<br />FLORIDA
<br />(VALID ONLY FOR PANELS (i )A 1A) BSTALLAIIONS AS PER SECTIONS i TH RU 10. ON SHEETS 4. 5 A 6)
<br />MkOMUM
<br />MAXIMUM A 04M BICIW FOR E0. - 3 1/2-
<br />ASO. DESIGN
<br />TAPCON
<br />C1 TAP -CRP
<br />CALK -RI
<br />PANELIAOE FEMALE IB
<br />PAIII/ATTE PLUS
<br />SOLD SET
<br />APPUCASU TO
<br />SECTIONS N A
<br />MAXIMUM PANEL
<br />PRESSURE E
<br />M791G
<br />(pi,J
<br />ro COIICRf1E
<br />ro
<br />CO,CRflE
<br />BLOCK
<br />ro CONCRETi
<br />ro
<br />CONCRETE
<br />BLOCK
<br />TO CONCRETE
<br />M
<br />CONCRETE
<br />BLOCK
<br />TO CONCRETE
<br />TO
<br />CONCRETE
<br />BLACK
<br />TO CONCRETE
<br />TO
<br />CONMM
<br />BLOCK
<br />TO OO,CETE
<br />TO
<br />CONCRETE
<br />BLOCK
<br />ANY COMBINATION
<br />OF THEM
<br />lENG1N V (n.)
<br />N/A
<br />N/A
<br />6-
<br />N/A
<br />6'
<br />N/A
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />6•
<br />6•
<br />6.
<br />6-
<br />1.
<br />a"
<br />N/A
<br />N/A
<br />t (BOTTOM)
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />N/A
<br />6"
<br />N/A
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />5"
<br />N/A
<br />5'
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />55.5, -72.0
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />1.
<br />N/A
<br />6-
<br />N/A
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />3 A 4 (TOP)
<br />>7'-5' TO 8'-8-
<br />OR LESS
<br />6'
<br />4.
<br />N/A
<br />N/A
<br />6'
<br />6'
<br />6'
<br />6'
<br />B'
<br />8'
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />r
<br />N/A
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />8'
<br />4'
<br />N/A
<br />N/A
<br />6"
<br />6.
<br />6"
<br />6'
<br />6•
<br />S.
<br />N/A
<br />N/A
<br />4 & 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2-
<br />6 1/4'
<br />12 1/2-
<br />6 1/4'
<br />6 I/4•
<br />6 1/4-
<br />6 1/4'
<br />6 1/4-
<br />N/A
<br />N/A
<br />5 (TOP/80TTOM)
<br />50.0. -53.3
<br />N/A
<br />N/A
<br />12 1/2"
<br />6 1/4'
<br />12 1/2'
<br />6 1/4-
<br />6 1/4'
<br />6 1/4'
<br />6 1/4-
<br />6 1/4•
<br />N/A
<br />N/A
<br />6 (TOP/80170M)
<br />8'-6' TO II'-2'
<br />55.0. -72.0
<br />N/A
<br />N/A
<br />6 1/4-
<br />N/A
<br />6 1/4-
<br />N/A
<br />6 1/4-
<br />6 1/4-
<br />6 1/4"
<br />6 1/4•
<br />N/A
<br />N/A
<br />6 (TOP/80TTOM)
<br />8'-S- TO IV-2'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/4'
<br />6 1/4-
<br />6 1/4-
<br />6 1/4-
<br />8. 9, 10 (TOP)
<br />.8. -48.0
<br />6'
<br />4"
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />6'
<br />6 1/4-
<br />-
<br />6 (BOTTOM)
<br />OR LESS
<br />6'
<br />4-
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />8'
<br />6 1/4'
<br />-
<br />Lfill
<br />9 (BOTTOM)N/A
<br />12'-4" OR LESS
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/p
<br />N/A
<br />6 1/4'
<br />6 1/4•
<br />6 1/4'
<br />'
<br />70 (BOTTOM)
<br />SEE SEE15 10, 11 AND 12FOR ANCHORS TYPE A SPACING FOR MOALLAIOG ROD WDOO FRAME BIMmO.
<br />MNDWM ANCHOR SPACINGS AND MINIMUM EDGE 0.61A10E ARE NOICAnD ON THIS SCHEDULE. FOR ED. Lffi
<br />THAN WCCVED ON SCHEDULE REDICE ANCHOR SPACING QF MUI.TPLYNO SVAOWC SHOWN ON SC$OIIE BY
<br />THE FMIOMMG FACTORS. FOR THIS OPERATION TO E POSSIBLE, REDUCED SWCND OBTAINED lN1G FACTOR
<br />STALL NOT E LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGION.
<br />AICHM TYPE
<br />1/4 j
<br />___..___
<br />TAPm
<br />t/4•F
<br />..... .__._.
<br />a VP-PRP
<br />i/4'!
<br />9/4'!
<br />i/4•!
<br />i/4'•
<br />9iNNollI1
<br />pums
<br />DANK -a
<br />-
<br />SOLID -ET
<br />At ANCHOR TOW" Tall
<br />3
<br />3
<br />3
<br />3
<br />2 1/7
<br />]
<br />i4t dv4N. (I.J
<br />1
<br />3
<br />3
<br />3
<br />,
<br />Out, 1 OASM• ii DA)
<br />3
<br />3
<br />3 1/2
<br />3 1/2
<br />a 1/2
<br />/LEEK /JL BBBE Biee�
<br />F A C
<br />7011
<br />I 1 4•
<br />�
<br />_ie
<br />-
<br />3,
<br />aa�i`c4t A, t/j�
<br />l✓q
<br />z���''uCEtV lie
<br />• z FLORIDA BUILDING CODE (High Velocity Hurricane Zone
<br />N0.
<br />4167
<br />wwm "'ro0
<br />FP
<br />*;
<br />20 OAOE GALVANIZED STEEL STORM PANEL
<br />DRAWN ST.
<br />ST
<br />Off••' �{
<br />��
<br />•-.l{1a'PP�(j/ ...
<br />a.
<br />iL�E C 01Nc
<br />GLOBAL PROTECTION PRODUCTS, I.I.C.
<br />OfJomO
<br />20-176
<br />',ss/D
<br />Zv�
<br />IYC�•,L
<br />ALSO° Lw. 51 STREET
<br />N1 R54IEM-Rm
<br />A'FrAN1F11
<br />L yPG �'" J
<br />rr mPNJR'n,r-rRmW o,R"w
<br />'
<br />PHN,C (°54� 76L6,
<br />DMrIO N4A
<br />,Row,w M RRr
<br />CA-owly
<br />1NALiG A 7alR I. PL
<br />Nt
<br />EJ4/51CHATURE/DRIE
<br />m I2-w -
<br />51RET . a M
<br />INSTALLATION
<br />DETAILS FOR REGULAR PANELS
<br />INTO EXISTING WOOD STRUCTURES
<br />3 A CA
<br />a T
<br />f1
<br />14-f0 PANOMATE PLUS
<br />D.C. W/ f 7/5'
<br />�,_^ _ 1i-10 PAiEWR1E PLUS
<br />_ -
<br />.�I �. 1hi0 PANFLW7E PLUS
<br />.._� 6 i/4'
<br />iFeEA6E0 PE 9MYION To
<br />t1I0AED PI7k1R11710N TO
<br />tVo00 1FIRFi,DED PE2ETR4TION TD
<br />IXISTWffi WOOD HEADER
<br />EOSrRW WOOD NFAOF3t
<br />IEDIBRiO � �.I ExI5TB1C WOOD HEADER
<br />9
<br />1
<br />_
<br />7JB
<br />T/I"
<br />cow Ina2"
<br />vw 0
<br />DAM MVO
<br />WOOD NFAOEN 2'
<br />4 ,(a' O.0
<br />ROOD RUDER
<br />a 1/r QC
<br />2
<br />r { t/r OG
<br />REWMEO- - IiR 11
<br />- REOUiREh
<br />- �^
<br />®
<br />sE saEmAE ON
<br />SEE scmfvAE ON
<br />sFE BOEouE w
<br />9,1ktiH a
<br />FpP MNl
<br />SHEET a
<br />ION W. SEPARATION
<br />SHERT
<br />fD1 SE AAr4A,
<br />_ IC_ 4/•5..
<br />_
<br />_ TO OVAL
<br />10 GLASS.
<br />I/4Y-2Nn' S8.
<br />MIN. PANEL LENGTH
<br />(SEE NOTE 1)
<br />...
<br />_ NI PANEL
<br />1/4'.-M.- S.S. • (5EF
<br />MI5 w/
<br />IENGiH _. -- MIN. PANEL LENGTH
<br />NOTE t) 1/4Y-2DLI• S.s. (SEE NOTE t)
<br />�3 ��MI"IRAr
<br />Doll
<br />soft
<br />( or v
<br />O MAX
<br />OF L'
<br />MAX
<br />MAX
<br />HIM •
<br />L SNNO MAT WASHER
<br />'
<br />EA. - i.
<br />MBY SOD •
<br />• 1
<br />m. ' '-�. i . _ N R O.C.
<br />!.. -
<br />I.
<br />.. TALC MA •
<br />E0. -.. 12 1
<br />-_ /r I
<br />. _
<br />L 1 Q' LAG SCREWS
<br />Y.4. 11000 PLAT€ '� ,-, I' /1h10
<br />REOIURED - -
<br />PANEUAATE PLUS 2%4' MOOD PLATE `' ,�
<br />REQUIRED
<br />2'
<br />2•.4• W000 PLA MN. CTRREADED
<br />REQUIRED _-_ PENETRATION AT
<br />_ 0
<br />-
<br />6 1/4' O
<br />1 Ir
<br />OF
<br />tTBEADEO
<br />VO
<br />PDNETNATION 0
<br />WON OF PLATE
<br />I.. -- 1/4TE
<br />"0 LAG Scam 0
<br />B'
<br />I
<br />_: _
<br />O.C. STAGGERED w/
<br />� H 5710 W/ 1 1{PER[7RAM11NM1
<br />�
<br />DIRECT
<br />, - , AT MXNAM O PLATE
<br />SCALE 3/8-I'
<br />la
<br />NOTES;
<br />SCALE' 3/8-1•
<br />SCALE 3/8-1•.
<br />1. INSTALLATIONS FOR ALTERNATIVES 8W. 9W h IOW ONLY VAUD FOR
<br />BUILDINGS WITM ASD. DESIGN LOADS UP TO -48.0 AND
<br />MN1111114NAA
<br />NFi
<br />PANEL'S LENGTH UP TO 12'-4'
<br />+43.8. p.61.
<br />P4A''A A TI
<br />NP•tYU�...:..{%✓
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />Q`r •' CEO$ ' ''
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55
<br />OR EOUAL
<br />,} F rIF
<br />FLORIDA BUILDING CODE (High VelocityHurrkone Zone
<br />NOT£ FOR CONBLFy1TIIN of SECTIONS,
<br />- No. 41 z
<br />_ : * E
<br />mm6 nTTm, we
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />* .•
<br />ofP.or
<br />TOP A BOTTOM MOUNTNGS CAN BE
<br />L� Sys �'
<br />��
<br />GLOBAL PROTECTION PRODUCTS, I.I.C.
<br />HnM/N7o
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />''s "> •'•. F T` ,•,}
<br />�O,A. .n. t RID --
<br />1 Ne. OW
<br />iLLur A PIN AD `�DAW- F=wffs
<br />Date
<br />yrp uSl L`Ni1��L`�'ecR /
<br />Ar%rIN
<br />r:o "rQN•'o ,maMm�-Rwa,w R+a4: (M4MR-flss. TAR (954
<br />r r ass
<br />20-176
<br />aweINa N•
<br />IN31H`9l EN/W9NAt11WJ0An
<br />OM0006712
<br />WKIFR A nun A., r.E AW ,2-,b
<br />U.Mi67
<br />am ,2 a 26
<br />INSTALLATION DETAILS
<br />1/.Y ISO SCE • Co., w/
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<br />SHEET NO.
<br />SH 1,1
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