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<br />11
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<br />pAF AVM•
<br />nHrCy. ANMHIOR
<br />�1%1
<br />0 12' 0.4
<br />51
<br />r x 4' 2 .,2y
<br />am -To Lf
<br />Was-n ALLfA'
<br />COW. AUM. MMU
<br />CASE A (PLAN)
<br />SCALE I/e-I*
<br />JAF L I T CC LPL n^M%r J 1 VRM rA141ILL L IJ J I J I LMJ
<br />• 1
<br />1 L
<br />OR - ooefpEl6OOi aP
<br />VALESto
<br />,' 1 •� r FR/AE
<br />1 JEWAM
<br />MMLn•
<br />we [ wecY Dp O i ,•�Al
<br />An
<br />ANCHOR . 12' OC 2 ra
<br />21OT 4' SM RE OR(D M
<br />RWU IU
<br />a
<br />VARIES i 1
<br />r Ma. 04 L 4IN mg.
<br />--'1-»»-- i I- "so
<br />(
<br />2' - 1
<br />t/4. 0 9%T _f-' . 4. 0n'
<br />B tr AC 310a-N,. ON om3-n 1LLA.
<br />r/ACXNO C.M. AY AWLE
<br />CASE B (PLAN)
<br />SCALE I/C-I'
<br />r , r: MG: 10 ._ LKIOMAI[ 113 LOCAIeM
<br />t, 5 , ASSCOIL.
<br />W. AMaE 01111
<br />aW' 3,06-N154 sl¢1
<br />METAL MW BOO PINE
<br />1/4
<br />Me.- CAP
<br />CASE C (PLAN)
<br />SCALE I/eW
<br />2'. 3'. A03. 3105 0-14_"
<br />Boss-n IWor 0afr. RM. U
<br />,MOON • + q.C,
<br />VIC
<br />t
<br />NeE AYE!
<br />POIAEO cawmm CONCRETE
<br />BLOCK an 2•N• WOOD rHAME
<br />LOURED
<br />CASE D (PLAN)
<br />SCALE 1/4-.1•
<br />imic-m OR CALK-11
<br />_ 1 •®� FFgp1EB0 OOEIgE7Fa- 711I A 'R3WL r ND
<br />DR OOI L7EIE 6M0Mx 1'ap 6AaonoY a fa kuMtE PLYs(9Q
<br />(IA0N1 wEL M.c1E7[ MOCK ,TARPOUNED
<br />ES 1 L a ry HOOD SMFi OF or04rM WUEaIAE CN Sili11 1.
<br />1>uE%� eEY3W J AIWE a r McIL ; O ® nbW IEDRNwto AS APPUCAILE 10 a „)
<br />I11KIq/0 Onut10 _-�oRo'i� wood nMnE r� 1� _ .�� ��.
<br />wout D \`\l..M ::.:. I 31W.
<br />i vAwE5 1 `Y •© OR® - i -�KNI aV MIf210RED RWMt 6
<br />,3. ices, I eu (a"FUnaLSiTAR0E37 CUT, no
<br />X to. ORr4NCC _T� j
<br />---» Ill'»»»
<br />`` CASE G jPUN)
<br />aMOa�R E'N^:'IRA �� ••'•(// SCALE 1
<br />'K a •• 6G '�: ''• \CEN yy VALID FOR DIRECT MOUNT
<br />WI4STA
<br />LLATw ONLY k
<br />L• SF '• CERTIFIED PANEL INSTALLATION AT WALLS Vol
<br />i NO. 44167 SURFACE LEVEL " INITIO i 3/4•
<br />FLORIDA BUILDING CODE Non fth Velocity Hutriaane
<br />CASE E (PLAN) CASE F (PLAN) 24 GAGE GUVANQED STEEL =0 PANEL
<br />SCALE 1/4--+ STALE 1/.•-r %�"L_ flOR10L"•: ;Y)��•
<br />u.Irnii A.S.D. DINGED PRESSURE RATING (p,a.f,) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR ZORM PANEL (j) INSTALLATIONS INTO WOOD STRLECTE MS
<br />(VALID ONLY FOR PANEL 10D6TAL(ATWNS AS PER ALTERNIAT)VES 1111 THRU 4W. ON SHEETS 6 R 7)
<br />MAX AS.O.
<br />DESIGN
<br />POMISM
<br />M194G
<br />(P. S.)
<br />MAXAM ANCHORS SPACING FOR E.D. • AS SHOWN ON SHEETS 6 a 7
<br />AM ABLE
<br />ALTEW44TAM
<br />• AMY
<br />OF THEM
<br />MAYILM
<br />POM
<br />LE
<br />('L)
<br />TAPCON
<br />LAC SCREW
<br />PMELMtE
<br />FEMLAE 0
<br />PAIIELIIATE
<br />PLUS
<br />saw BLm9JC
<br />13'
<br />13•
<br />13"
<br />it
<br />IV (Tom
<br />,r
<br />13•
<br />tr
<br />tr
<br />13•
<br />IN (rBlp)
<br />6 1/r
<br />6 1/27
<br />a 1/r
<br />6 1/2•
<br />4 t/r2W
<br />CM
<br />-
<br />-
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<br />12 In.
<br />6 I/C
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<br />-
<br />(EDP)
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<br />13'
<br />tJ•
<br />13•
<br />13•
<br />13•
<br />(Top)
<br />445. -45
<br />OR
<br />MESS
<br />p•
<br />13'
<br />13'
<br />, r
<br />11.
<br />tr
<br />13•
<br />13•
<br />13•
<br />6 1/2•
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<br />it
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<br />Ir
<br />IS'
<br />6
<br />,r (Witty)
<br />9 1/2•
<br />6 1/2•
<br />1 ,/2
<br />a I/2•
<br />-
<br />-
<br />• t/4'
<br />,2 ,/2•
<br />a Ile
<br />(Barr..)
<br />>6•-0-
<br />41/7
<br />4-
<br />9 1/2'
<br />6 1/2'
<br />-
<br />(LOP%
<br />ya �•
<br />4 1/Y
<br />. 1/2•
<br />Y
<br />Y
<br />-
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<br />,O 1/r
<br />1 9 1/2•
<br />12'1
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<br />4'
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<br />I
<br />1 13'
<br />lr
<br />1 lr
<br />61/2
<br />(BoTw1
<br />• SEE TABLE /1 FOR VAX A.S.D. DESIGN LAWS & ►AX. PM41 LENGTHS WHEN SPACER qq 5 I
<br />USED. CONEWOMM ONLY TO ALTO WOE 2W ON SHEET 5
<br />/
<br />1
<br />OaL6MTRNG i
<br />1
<br />I
<br />WMAX. A•3.O-
<br />IE.
<br />PRESSURE
<br />MAmam IVictions SPACING FOR CD. . AS SHOWN w SHEETS 6 a 7
<br />APPLICABLEMAASM
<br />a ANr
<br />OF THEN
<br />LENGTH
<br />.L•
<br />(n-)
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<br />PANDARgE
<br />FEMALE D
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<br />Ir
<br />13'
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<br />6 1/2•
<br />6 1/2•
<br />(Hon
<br />-
<br />-
<br />6 1/4-
<br />12 1/2'
<br />6 1/C
<br />MIT.-)
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<br />to foorms)
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<br />6 1/2•
<br />1 1/2'
<br />6 1/2•
<br />6 1/2•
<br />(EDP)
<br />-
<br />-
<br />6 t/C
<br />12 t/2•
<br />6 I/4•
<br />IBOR.y
<br />>Si-0•
<br />51
<br />S t/2
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<br />6
<br />-
<br />30 (WHOM)
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<br />• SEE TABLE /1 FOR WUL A.S.D. DESIGN LORDS s MAX PNEL LENGTHS TF/EN SPACER 0 51
<br />USED. CONESPOOMG OLY TO ALTERNATE 2W ON SHEET 5
<br />�e
<br />A.S.D. DESIGN LOW
<br />t PMEL�
<br />40 PSF OR LESS
<br />B•-6-
<br />> 40 PSF TO 50 PSr
<br />6'-2-
<br />> 50 PSF TO 80 PSF
<br />5'-10•
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATT 0 OR PANEL MATE PLUS
<br />mxi4 RS h W/ 0TI,&1/2. O.C.
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRU
<br />COMCFVE
<br />>v ©. ©w
<br />D~eM IRS r.4•)
<br />1 R• Ya
<br />PANEL LOOM
<br />(SEE ELLYAION
<br />ON 94M ta)
<br />y�RE%
<br />1
<br />LIP
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<br />I
<br />o�aoMErz an
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<br />I
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<br />A11DM11 • 12 1/Y O.C.
<br />SEE •Q7i 14 a t4 no a+pota rns: a SPAOMa FOR
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<br />AW @Go= or *a ..rw.. IN L0. LESS TNM,
<br />BOOM m so"" I== 410= WHOM eI
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<br />FO LOW= WiC'ne9 NO TM CPV M,W m K PONOL
<br />HOLM Votes 12M1H® LOW FACION MtNL Ma K
<br />I= THIN WARM BATON om"TW FDA EcIf me=
<br />TYPE ON TW StMYL
<br />1/4.
<br />1/4%
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<br />-
<br />IN
<br />INRMY MOW 4rIOa N)
<br />3
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<br />3
<br />3
<br />3 In
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<br />Co.
<br />OOICNM eLacN
<br />AEOUINECL
<br />-,
<br />1H'.-3Rn•
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<br />MG 1
<br />V MAX
<br />6' PANEL LENGTH
<br />(SEE ELEVATION
<br />_--_, ON SHEET )),2
<br />r
<br />7 �-Y1271�• 9
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANIELMIJISTALLATIONS INTO CONCRETE k CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL()INSTALXIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 k 5)
<br />MAX, ALSO.
<br />DESIGN PRESSURE
<br />MTwO
<br />MON" ANCHORS SPICING FOR MN CO. PER SCHEDULE BELOW
<br />APPLICABLE
<br />1N10WM
<br />UDIOW
<br />/w)
<br />MAX ASM.
<br />PRESSUIE
<br />(M{C)•
<br />MAM M NlCNM 6PAC6p FOR IW EA. PER SCHEDULE BELOW III
<br />'��F
<br />MONLOM
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<br />FEMALE
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<br />V
<br />OF THEM
<br />45 Olt
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<br />13'
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<br />SQ OW It Its M OOM TOE 6 W*: M FOR SMALLMOS INTO GOOD rW E UXBW e:
<br />• WMM M6MW SMtlOS NO W WY EXE WOMCE ARE M01GMO1 M TO SCHEpAL FAR ED
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<br />-
<br />,AO
<br />I MAR
<br />» SPACINGS ONLY V" INNER SPACER IS USED. SEE T W EI FOR MAX AS,D.
<br />DESIGN) LOADS It W X PM M WHEN SPACER 5 USED.
<br />x"Al
<br />A
<br />ASA DESIGN LOAD
<br />L 1WPNEL
<br />41D PSF OR LESS
<br />W-B'
<br />> 40 PSF TO 50 PSF
<br />6•-2'
<br />> 50 PW TO W PSF
<br />5,-Io•
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCFWRS & W/ SPACER AT 12 1/2. O.C.
<br />-- ----- --- .. ---- - - ------_-ANC}MpS (SEE SECTIONS a ALTONSATM ON $HIM 13. 14, Is a18)
<br />r VAX
<br />jkhR-/A/13R-A/13. A4R-i9/13R-ZB/13• -31 MAX.
<br />R-tAW/5, R-2W/1S. R-3AW/16. /15-2/15-B/16
<br />O O O O O am -
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<br />, 4.0-70X1• SS. BOL15 W�1
<br />- + (USE FOR PAN) LFAICTH I i1W(Lkvx
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<br />{ REGULAR PANEL J I REGULAR ST PANEL 5-B' is44Q .D yTrM{.
<br />j----------I�Ji -i�r- (nlaERwwD eat
<br />)-
<br />. : I LIFE SNEIY STOW PANEL --------------- -
<br />I •I
<br />;.a- • - ; - CRM ML4P MD PATIO. UNWED BOLT)
<br />,
<br />UK 2'-r ION. PANEL LINDEN
<br />1 'I ) 1/O0-zoRi • _••Q" - - - - - - . - - - - { t .. - - - -� At ALL ►CLRONM
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<br />c-OGTON • Lei SAETY-_D.M., Q. `.', PANEL BOTrOM Commits � O
<br />�OVOeM-•I -OVEFMAP-
<br />or. WIND PUT AT EXTE t1IND NUr AT
<br />LEFT PANEL -- REUR PANEL r MOT, t INSTALLATIONS ONLY VALID TOR IRlN1
<br />I' UN, R-1A/13. R-2A/13, R-3A/14. R-1B/13, R-26/13. R-39/14, I• Mw.i SPEED UP TO
<br />RRt7D n,.p.h.
<br />-IAW/is. -2AN, R-3Aw/is. R-t9W/i6. R
<br />N-29W/15. R-300/16.
<br />_._ANCHORS (SEE SECTIONS a ALTUMTIVM ON SHEETS 13, 14, 15 a16)--__.._..--___...-_..___.-
<br />I/4 MAR. DHP
<br />LIFE SAFETY STORM PANEL CID ELEVATION (t)
<br />.O STORM 2.-1l q SG1IE 1/4-7 STORMAEG
<br />-)
<br />... REG PANEL (4aL aLEMAP .I MOLE LOLLLYJ STORM PANEL
<br />ve
<br />VAX. OAP N "�pf_''•• ✓9
<br />1 Sir 07
<br />LIFE PANEL �'q * �Tkg FLORIDA BUILDING CODE Non N h Velocity NUGFkwno Zorn
<br />EXTERIOR4HS; O.= i1�4 Reap nt2o0 re 24 GAGE GALVANIZED STEEL STONII PANEL. trw
<br />RIOL sn
<br />TTE C -0... . GLOBAL PROTECTION PROWlCis, LLC. W p 1 e
<br />SECTION A —A a CO~44W :r. s, on m
<br />SCALE 1/P.f • •LJ Ra a R ,rlw. PNr., A LI1M OIPE. a TO-17S
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<br />film
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<br />WALL MMMM
<br />!ID'lfS:
<br />1. INSTALLATION ARE OPLY VAUD FOR A.S.D. DESIGN
<br />PRESSURE RATINGS (p.e.f AND PANEL LENGTHS AS
<br />PER ELEVATION ON 1L
<br />2. FOR NEW WORD FEMLE CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />DENSITY OF 0.55 OR EQUAL
<br />HOR a r o.e
<br />r /C
<br />1
<br />t
<br />i
<br />1
<br />i
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<br />i v2
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<br />I
<br />A -_ 1
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<br />voin-
<br />NOR IS 9. ox PLATE
<br />REQUIRED,
<br />_. ! 1• WX.
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<br />8- ON TN, O12)
<br />TIPDON
<br />Ra 9`O.0
<br />MAMMUM A.S.D DESIGN PRESSURE RATING (p.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANELMI INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANELQI ilmALLATONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 k 5)
<br />MAX A.SA,
<br />IDES"
<br />PRESSURE
<br />M1Y40
<br />MIAXW W ANCNORS SPICING FOR Mw E..D. PER SCHEDULE INELOW
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<br />13'
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