|
I I l
<br />END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE,
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGUI AR. LIFE
<br />SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />' 1
<br />I 1
<br />I
<br />�_/'J. O ® OR POURED CONCRETE.
<br />VN66 I I �I 2'.4, CONCRETEB °aRN(f 2' ( 3' . .011r 3105 M-14 OR
<br />-S Q ® RrcUwrc eoe3-re AEAN corn. HEAL
<br />M>-1 ANGLE KITH I/P. , 1 3/4'
<br />1 21/2• 1 TAPCON. 12'0.C.
<br />-._ I
<br />POURED CONCREE. CONCRETE 1�' Alln•�,
<br />BLOCK oR z•..• .Wxw FRAME 1 1/1*. . , 1/4• rAPcoN 2 1 /2. �r
<br />OD OCK OC - I ANCHOR a ,7• C C
<br />REOEKRCD CONCRETE `_ U 1 _
<br />2'.4• FNOOD FRAME I -� I,)R�i r. HIM! PAKt .
<br />REWIRE,
<br />` 1 13 at/a' GN� .
<br />�, I - /7�1
<br />• 1 W.
<br />CNNr NMNEt 1 . ) I �i'
<br />TMC40u ANCHOR (NIERNATE LEG LOCATKN
<br />M.. I 7• . 2' . 053' TO
<br />O. 12' O.C- •.AR'.Fi 3' F 5' ..a55' CNNf ...
<br />1 5 AAn. �< L 0M c. I NW. ANGLE OR
<br />' 31 - N I OBO' JAW-HISA SHEET INCHED CONCRETE. CONCRETE
<br />-I ---
<br />2- X 4' X .125' .. )• I , 1- �WOI METAL NUM. BENT PIAiE _ _ BLOCK OR 2'.4' WOOD FRANK
<br />("') ,' FWOUAFD
<br />1105-M14 OR 2 1/I• ( 1 _2,_I '`�
<br />BOSS-ie 110, 1 >,J .CON. ALUM . Wn'
<br />I
<br />Z
<br />�J
<br />_---Al-eA ///`
<br />---- -J Ya1/GAP
<br />1/4• . BOLT 4• K 4• . 072'
<br />_3,
<br />. 12' O.C- 05-.1a 0. 6063-11 ALP'
<br />R'/.NCKMR Cent. AA.n. ANGLE
<br />CASE A(PLAN CASE B (PLAN) CASE C �PLANj CASED (pJRAN)
<br />iSn•L ', - SCALE `,/A-< - SCALE ,/4'.1' SCALE 1/4-.1•
<br />-. -I 50UD-SET OR CALK-W
<br />OR [LEA PANELINAT _
<br />/+, ,O •® POURED COMCRE7E._ PoS�HG TFII At f7MALE 0 NO
<br />I.SX HANKIE CONCRETE - f_--,ISI 1 OR CONCRETE BLOCK TOP, BOTTOM oR PNKLWTIE PWS (SEE
<br />_ (DUN. PANEL COH(:RE,E BLOCK I,4 I'ARES I I OR 2'.4' W'00D SOO OF OPENING SCHEDULE ON SE(Elb 6.
<br />-7•.i WaM FRNIC 5 As"I O ® FRI„( ,TOv�c AS APPtIGRE 10 ! ii)
<br />OVERLAP BEYOND
<br />OPENING WIDTH) POURED CONCRETE, CONCRETE WoU,RED 1 ^ .. E _ `.\ \ 11
<br />BLOCK OR 2•,4' WOOD FRAME `If
<br />REQUIRED
<br />1 VARIES I I ._. `' '© ® -.O - "I
<br />REM PARALLELTOTO
<br />S v- I WALL DEvve Cur [H o PANED
<br />x . 8.0. DISTANCE-'�-(�-7�--- I-M
<br />\/I I
<br />�\\' � 1 ---- '»w � ::'9 J . 'a,�,I ri,FNN1," CASE G (,FLAN)
<br />` AA1
<br />SCALE 1/4'.i-
<br />•tt/r" ;
<br />\ a ,/ �aI4mI
<br />e�:K,.0.oG
<br />:'� ..I,*......-' ✓9 , VAUD FOR DIRECT MOUNT INSTALLTON ONLY 6
<br />F •. CERTIFIED PANEL INSTALLATION AT WALLS W/
<br />`• No. 4416E ,' - SURFACE LEVEL VARIATIONS 1N'TMNN 3/4•
<br />3 I(' : * i * FLORIDA BUILDING CODE (Mon High VelocityHurrlcone Zonal
<br />CASE E (PLAN) CASE F (PLAN) : �•. ,14; era nE •� 24 GAGE GALVANIZED STEEL STORM PANEL r'r
<br />'/4•.,' 'o0, -- FCORlo"...W/
<br />SCALE t/{tt• SCALE
<br />om/2om
<br />sS/ GLOBAL PROTECTION PRODUCTS, LLC.
<br />'. 1L E C O IMc. DAR,
<br />HId01/ ,2,,, FWER nv,.o . ENwR�`cOYP- 4e0a S.. 5, STREZT -y/ MAY. - 331,4 20-175
<br />I PNorz: (-Ate-T64e, a (aa.)M.n7
<br />c / .-. coI.1-.ZIT. --=
<br />U-Om M •w °IINANG IPA
<br />P- YA44.WY1ruxtoof WINTER A III A,. Pi rW
<br />rU]11). & >NIDV` . of ,6
<br />LIj11�M e c n DESIGN PRFSSURF RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />COucplll F FnR RFGl1L AR STORM PANEL A INSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER ALTERNATIVES 1W THRU AIN, ON SHEETS 6 14 7)
<br />MAX. AS.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P.S 1.)
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 . 7
<br />APPUCABLE
<br />TO
<br />#T
<br />OONBNANON
<br />OF THEM
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />n.
<br />( )
<br />TAPCON
<br />LAG SCREW
<br />PANEUAATE
<br />FEMALE ID
<br />PANELMATE
<br />PLUS
<br />WOOD BUSHING
<br />13'
<br />13,
<br />1Y
<br />13•
<br />13•
<br />111 (TOP)
<br />13•
<br />IS'
<br />1r
<br />Ir
<br />13' 1
<br />IV (BOTTOM)
<br />6 1/2-
<br />6 1/2-
<br />5 1/2'
<br />0 1/2'
<br />6 1/2
<br />(TOP)
<br />-
<br />-
<br />6 1/4-
<br />12 1/2•
<br />6 I/a'
<br />(am')
<br />5'-O'
<br />6'
<br />e'
<br />a•
<br />B.
<br />-
<br />(
<br />LESS
<br />e'
<br />a
<br />a'
<br />a'
<br />-" (60TOY)
<br />13'
<br />Ir
<br />13'
<br />13•
<br />13•
<br />(TOP)
<br />+45. -45
<br />OR
<br />tEss
<br />13'
<br />13'
<br />13•
<br />it
<br />13'
<br />W (BOTTOM)
<br />13'
<br />13'
<br />13'
<br />23•
<br />6 1/2•
<br />W (TOP)
<br />13,
<br />IS-
<br />Ir
<br />tr
<br />6'
<br />IV (BOTTOM)
<br />6 1/2•
<br />6 1/2-
<br />6 1/2'
<br />6 1/2'
<br />6 1/2'
<br />pw (TOP)
<br />-
<br />6 1/4'
<br />12 1/2-
<br />6 1/A-
<br />(001")
<br />>5'-0-
<br />4 1/2'
<br />4'
<br />6 1/2•
<br />6 1/2'
<br />-
<br />pw (TIP)
<br />14'-e
<br />4 1/2-
<br />L
<br />4 1/2-
<br />7•
<br />r
<br />-
<br />31F (BOTTOM)
<br />10 1/2•
<br />9 1/2•
<br />12'
<br />12-
<br />4'
<br />W (TOP)
<br />13'
<br />13'
<br />13'
<br />73•
<br />-
<br />8 t/2•
<br />4W (BOTTOM)
<br />• SEE TABLE /1 FOR MAX. A.S.D. DESIGN! LOADS A MAX. PANEL LENGTHS WHEN SPACER " IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX, AS.O.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P.e.R.)
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 ! 7
<br />APPLIG E
<br />TERM
<br />/ k An.
<br />GOOF TINGE OH
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />'L-
<br />(ft)
<br />TAPCON
<br />LAG SCREW
<br />PANEUA7E
<br />FEMALE ID
<br />PANELMATE
<br />PLUS
<br />WOOD BUSHING
<br />13'
<br />13•
<br />13•
<br />13'
<br />13•
<br />IW (TOP)
<br />Ir
<br />Ir
<br />13'
<br />13-
<br />6•
<br />1W (BDTOM)
<br />6 1/2•
<br />6 1/2'
<br />6 f/2•
<br />6 1/2•
<br />6 1/2'
<br />2N (W)
<br />-
<br />6 1/4'
<br />12 1/2-
<br />5 ,/s'
<br />2W (BOTT.•)
<br />5'-O.
<br />7•
<br />7 1/2'
<br />a"
<br />6•
<br />-
<br />CIOP)
<br />LEA
<br />7 1/2-
<br />Ir
<br />e_
<br />e•
<br />-
<br />3R (aGTOM)
<br />Ir
<br />Ir
<br />_
<br />13'
<br />Ir
<br />13,
<br />DDP)
<br />>-45. -15
<br />o
<br />-75. -75
<br />13'
<br />13'
<br />13'
<br />13'
<br />13'
<br />4W (BOTTOM)
<br />13•
<br />is'
<br />13'
<br />13'
<br />a 1/4'
<br />1W (BOTTOM)
<br />a 1/2•
<br />6 1/2•
<br />6 1/2'
<br />6 1/2•
<br />6 1/2'
<br />2W (TOP)
<br />-
<br />-
<br />6 1/4'
<br />12 1/2'
<br />0 1/4•
<br />(ROTE.•)
<br />>5'-a.
<br />i0
<br />4 I/2'
<br />S'
<br />7 I/2'
<br />7 1/2'
<br />-
<br />(TOP)
<br />7'-5'
<br />S'
<br />9 t/2.
<br />a-
<br />a•
<br />-
<br />3W (tlQfrdN)
<br />1r
<br />12'
<br />1 Ir
<br />13'
<br />5 1/2'
<br />4W (TOP)
<br />13,
<br />13'
<br />1 13'
<br />13•
<br />-_. f0•
<br />4W (BOTTOM)
<br />• SEE TABLE %1 FOR MAX. A.S.D. DESIGN LOPOS It MAX. PANEL LENGTHS WHEN SPACER C 15
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6
<br />TABLE /T e
<br />A.S.D. DESIGN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-8.
<br />> 40 PSF TO 50 PSF
<br />6'-2'
<br />> 50 PSF TO 60 PSF
<br />5' 10'
<br />6 MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE MALE 10 OR PANEL MATE PLUS
<br />ANCHORS k W/"SP(Ij'iiIIll 1/2. O.C.
<br />3 Q..', JCENS ' ✓,9 �S
<br />N 414161
<br />=.*: * i
<br />. ..Ont
<br />ATE OF `---
<br />FLORIDA BUILDING CODE (Mon High VelocHy Hurricane Zone
<br />O1 IK'Eac. -
<br />24 GAGE GALVANIZED STEEL STORY PANEL
<br />"I.m
<br />IL E� C O LNG.
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />a'n'17
<br />arz
<br />.oD D.. 51 STREET
<br />In149.r c Cate'"'
<br />,A.-. 4.ma. IH.
<br />'a) P 1 r.: (aI m_,f„
<br />oANE, 1 131,4
<br />Pp'[. (A34)1N-IS4D. fA. (a5a)eIN-eIAI
<br />20-175
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<br />M.1-in.-
<br />Nc
<br />-FA A mar, A.. PE
<br />ao.a. Ni
<br />2
<br />BEET ,1 ,. fa
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL V
<br />INTO POURED CONCRETE - OR CONCRETE BLOCK STRUCTURES
<br />1/4.0 TAPCON_
<br />" POURED 1/4•0 TAPCON _ LISTING POURED
<br />ANCHOR O 9. O.C. - - ONCRETE OR ANCHOR • 9' O.0 CONCRETE OR
<br />, CONCRETE BLOCK CONCRETE BOCK
<br />REOVNED. / - RE W HRED.
<br />i 4 �l
<br />t 2
<br />1/2- .1/4- F I/2. ,1/4•
<br />0
<br />B
<br />EXISTNG•j
<br />CUSS
<br />i
<br />0
<br />I
<br />1
<br />1
<br />6
<br />1' Min
<br />R^SEPARATIOf
<br />0 TO GLASS.
<br />I
<br />I
<br />EXISTING POURED E 0.
<br />CONCRETE OR
<br />CONCRETE BLOCK
<br />REQUIRED
<br />1/4•. PANEIMATE PLUS
<br />ANCHOR O 12 I/2. O.C.
<br />T
<br />'is eat TINe1.
<br />i
<br />I G
<br />I
<br />II
<br />t OHM, -41
<br />I
<br />I 'L' Me..
<br />I
<br />�-
<br />PANE LENGTH
<br />(SEE ELEVATION
<br />I
<br />i
<br />I
<br />1
<br />ON SHEET 12)
<br />I
<br />I
<br />1
<br />- (:/ L/2
<br />t
<br />1
<br />I
<br />I
<br />1
<br />3
<br />I
<br />1
<br />n,?oc
<br />R-3A
<br />PANELS
<br />SECTION
<br />O REGULAR
<br />SEE SHEETS 15 . 16 FOR AEHOAS TT'PE k SPA.NG FOR
<br />IwSI ATON5 INTO ROOD FRAME BUILDINGS
<br />AWYlA1 ANCHOR SPACINGS AND MHNMM EDGE 1)6TNCE
<br />ARE INDICATED ON THIS SCHEOuLE. DR Ca LESS THAN
<br />INDICATED ON SCHEDULE REDUCE ANCHOR SPACE -
<br />MIATPLYING SPACING SHOWN ON SCHEDULE By THE
<br />FOLLa.NG FACTORS FOR T OPDEATON To BE POSSIBLE.
<br />REDUCED SPACING OBTANED USING 1.104 SHALE NOT BE
<br />LESS THAN WNW uV SPACING , GEATED FOR EACH ANCHOR
<br />TYPE ON THIS SCHEDULE.
<br />Ile.
<br />1/45.
<br />ANCHOR II
<br />IAPOOF
<br />-�
<br />1eYNK NMI,= ,PATIO 00
<br />]
<br />J
<br />•r.K.Rr roIN
<br />GM..r a)
<br />I
<br />]
<br />ae,rnw
<br />ALW0. Mon:
<br />mwQ VA)
<br />now
<br />._� fin'------
<br />- a>-
<br />--
<br />oe0
<br />r
<br />Im
<br />--
<br />31
<br />EXIST
<br />CON(
<br />CON(
<br />REM
<br />,/4-. PANa-a
<br />.CrR (REv0.n
<br />WALL MOUNTINGS
<br />SCALE J/a-i•
<br />r,,• jjk A riz j;l,,,,
<br />�,
<br />r�P ' \,\CENSE:'' �5? I-,
<br />3 '- s
<br />*: :*?
<br />4'' STATE 0E.- 'cc = _ c
<br />% 0,(�•• F(ORI01 �c
<br />F 1
<br />hr .LEA
<br />!INN/N/11
<br />PE SEAL/610MrEAIE/MTE
<br />I
<br />-T
<br />I
<br />°OLaAnae��
<br />ram;.1
<br />I
<br />Iu
<br />1
<br />f
<br />,
<br />I
<br />I I
<br />'L' MAX.
<br />a• PANEL lENC1H
<br />1
<br />(SEE ELEVATION
<br />1(
<br />T_
<br />j
<br />ON SHEET 12)
<br />I
<br />I
<br />_T-
<br />I
<br />1
<br />i
<br />I
<br />I
<br />6
<br />1
<br />I
<br />- 3
<br />�,
<br />1)..'
<br />1
<br />I
<br />1
<br />(efYVO)
<br />R-3B
<br />PANEL
<br />SECTION
<br />O LIFE SAFETY
<br />FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone
<br />CM2a TLLiECO. A1c
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />A
<br />5
<br />IL E C O EMc.
<br />GLOBAL PROTECTION PRODUCTS, LLC.
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<br />MAXIMUM A.S.D_-DESIGN PRESSURE RATING (R,s f,) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANELl1`INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 h 5)
<br />MAX. A.S.D .
<br />DESIGN
<br />PRESSURE
<br />RAnNG10
<br />(p,ar.)
<br />MAXIMUM ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW
<br />APPLICABLE
<br />TO SE
<br />/
<br />. ANY
<br />Cp6eUT0,/
<br />OF ILEAC
<br />MAXIMUM
<br />PANEL
<br />LENG7M
<br />'L'
<br />(ft.)
<br />MAX. A.5.0.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P..T.)
<br />MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW III
<br />'�� �-E
<br />TO ,
<br />%
<br />k ANY
<br />COM�,TON
<br />GF THEM
<br />µU(IYUM
<br />PAN0.
<br />LENGTH
<br />'L•
<br />(H
<br />TAPCON
<br />SOLID -SEE
<br />PANELMATE
<br />FEMALE ID
<br />PANEIMAT
<br />PLUS
<br />ZAM.C-%AJUN
<br />CAL( -IN
<br />TAPCON
<br />SOLID -SET
<br />PANELMATE
<br />FEMALE D
<br />PANELMATE
<br />PLUS
<br />Z.AMAC-NAJUN
<br />CALK-04
<br />i0
<br />10
<br />[IC
<br />CpKIK
<br />m
<br />[II
<br />To
<br />coNc4ETE
<br />Oi
<br />ro
<br />ro
<br />ro
<br />ro
<br />,o
<br />Io
<br />'coHNocrz
<br />m
<br />aOFIaE1[
<br />ro
<br />W)
<br />ro
<br />CO,t][IE
<br />EXI,
<br />NXX.froIE'IE
<br />,0111
<br />mI
<br />+45IR-45
<br />LESS
<br />13-
<br />13'
<br />Ir
<br />13'
<br />13
<br />. 13•
<br />1
<br />I 13"
<br />13'
<br />,3•
<br />it
<br />13•
<br />1 (TOP)
<br />5•-0•
<br />OR
<br />L'
<br />.45, -15
<br />.65, _65
<br />Ir
<br />13•
<br />13,
<br />13•
<br />Ir
<br />'r
<br />13'
<br />13•
<br />Ir
<br />tr
<br />IS•
<br />II 1/2
<br />I OOP)
<br />V-6,
<br />OR
<br />LESS
<br />Ir
<br />Ir
<br />13'
<br />13•
<br />13'
<br />1 13'
<br />tr 1
<br />tr
<br />1]'
<br />'r
<br />'a.
<br />13'
<br />1 (BOTTOM)
<br />13•
<br />Ir
<br />13'
<br />73,
<br />Ir
<br />13'
<br />it
<br />tr
<br />13'
<br />1r
<br />13•
<br />11 1/2
<br />1 (BOTTOM)
<br />13'
<br />tIr13'
<br />Ir13"
<br />13'
<br />13'
<br />U'
<br />13'
<br />13'
<br />13,
<br />13'
<br />2 (TOP)
<br />13'
<br />1r
<br />13•
<br />Ir
<br />13'
<br />13-
<br />IT
<br />tJ'
<br />tY
<br />IS"
<br />13
<br />it t / 2
<br />2 (TOP)
<br />)
<br />13•
<br />Ir
<br />Ir
<br />13•
<br />tr
<br />IS'
<br />Ir
<br />13"
<br />13-
<br />Ir
<br />tr
<br />13'
<br />2 (BOTTOM)
<br />13'
<br />1r
<br />tr
<br />13,
<br />Ir
<br />1r
<br />Ir
<br />t3•
<br />tJ•
<br />tr
<br />IJ'
<br />1/ I/2
<br />2 (BOTT04)
<br />13"
<br />Ir
<br />I
<br />tr
<br />tr
<br />Ir
<br />,3'
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />13,
<br />3 MR)
<br />� 13•
<br />-1 3'
<br />13•
<br />q•
<br />13'
<br />13•
<br />tr
<br />Ir
<br />13'
<br />13•
<br />13•
<br />11 1/2
<br />3 (TOP)
<br />-
<br />-
<br />12 1/2
<br />12 1/2
<br />6 1/4'
<br />6 1/4'
<br />12 1/2
<br />12 1/2
<br />-
<br />-
<br />6 1/4'
<br />6 1/4"
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1/2'12
<br />1/2
<br />6 1/4'
<br />6 1/4.
<br />12 1/2.12
<br />1/2
<br />-
<br />-
<br />6 1/4'
<br />6 1/4•
<br />3 (BOTTOM)
<br />I
<br />6•
<br />B-
<br />6•
<br />a-
<br />a•
<br />a'
<br />a'
<br />a'
<br />a'
<br />a•
<br />7 1/Y
<br />4 (TOP)
<br />a•
<br />5 1/2'
<br />a'
<br />W
<br />a•
<br />6 1/2'
<br />e•
<br />7 1/2'
<br />e•
<br />0'
<br />0•
<br />5•
<br />4 (TOP)
<br />-
<br />e"
<br />-
<br />0-
<br />-
<br />a•
<br />-
<br />it.
<br />-
<br />a
<br />-
<br />a
<br />-
<br />4 (BOTTOM)
<br />IS.
<br />-
<br />e•
<br />-
<br />6•
<br />-
<br />e'
<br />-
<br />e
<br />-
<br />e•
<br />-
<br />4 (BOTTOM)73'
<br />5 (TOP)
<br />13•
<br />13•
<br />IS'
<br />13'
<br />Ir
<br />tr
<br />13•
<br />13'
<br />13'
<br />13'
<br />Ir
<br />5 (TOR)
<br />13,
<br />-13•
<br />Ir
<br />tr
<br />13'
<br />13'
<br />Ir
<br />1r
<br />Ir
<br />13•
<br />Ir
<br />11 1/2
<br />13'
<br />Ir_
<br />13'
<br />13'
<br />1]•
<br />13'
<br />t3•
<br />IS'
<br />Ir
<br />t3'
<br />13'
<br />tr
<br />S (BOTTOM)
<br />IS•
<br />13'
<br />Ir
<br />I]•
<br />it
<br />Ir
<br />Ir
<br />13'
<br />13•
<br />13'
<br />tr
<br />n 1/2
<br />6 (aOTTOY)
<br />--
<br />,3•
<br />13-
<br />Ir
<br />Ir
<br />tr
<br />13•
<br />Ir
<br />Ir
<br />13-
<br />it
<br />Ir
<br />1J'
<br />6 (TOP)
<br />13'
<br />Ir
<br />it
<br />Ir
<br />,r
<br />13'
<br />Ir
<br />13•
<br />Ir
<br />Ir
<br />Ir
<br />11 //z
<br />a 00P)
<br />_
<br />-
<br />6 t/4'
<br />6 1/4-
<br />6 1/4'
<br />6 1/e
<br />-
<br />-
<br />-
<br />-
<br />6 i/4'
<br />6 //{•
<br />6 (BOTH..-)
<br />-
<br />-
<br />6 1/4'
<br />4 1/4•
<br />6 1/4'
<br />6 Ile-
<br />-
<br />-
<br />-
<br />6 Ile
<br />6 1/4'
<br />6 (SOTT.-)
<br />13'
<br />S•
<br />Ir
<br />10 1/2
<br />13'
<br />7'
<br />Ir
<br />7-
<br />7 1/2
<br />5 1/2
<br />13'
<br />4 1/2•
<br />1 (TOP)
<br />>5'-6,
<br />TO
<br />14'-4'
<br />tr
<br />6•
<br />13,
<br />D•
<br />it
<br />6 1/2•
<br />it
<br />6 I/Y
<br />0 1/2'
<br />6 1/2'
<br />13'
<br />5 1/2•
<br />1 (TOP)
<br />>5'-e'
<br />TO
<br />9 '-6.
<br />Ir
<br />7•
<br />13•
<br />I]•
<br />13,
<br />9 1/2
<br />13•
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13•
<br />6-
<br />I (BOTTOM)
<br />Ir
<br />7 1/2'
<br />Ir
<br />13,
<br />,3'
<br />TO'
<br />Ir
<br />to'
<br />it'
<br />a-
<br />Tr
<br />6 t/2'
<br />1 (BOTTOM)
<br />Ir
<br />5.
<br />13'
<br />t0 1/2
<br />13'
<br />1 r
<br />13'
<br />r
<br />7 1/2
<br />5 1/2
<br />Ir
<br />4 1/2'
<br />2 OOP)
<br />13,
<br />6•
<br />Ir
<br />1 13'
<br />1 13'
<br />0 I/2'
<br />13'
<br />18 1/2'
<br />9 1/2•
<br />5 1/7'
<br />13•
<br />5 1/2'
<br />2 OOP)
<br />Ir
<br />r
<br />Ir
<br />Ir
<br />Ir
<br />9 1/2
<br />13'
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13-
<br />6 1/2'
<br />2 (BOTTOM)
<br />U'
<br />7 1/2'
<br />13'
<br />1 I]'
<br />Ir
<br />to'
<br />tr
<br />2,
<br />li'
<br />a•
<br />Ir
<br />6 1/2'
<br />2 (BOTTOM)
<br />Ir
<br />7'
<br />13•
<br />Ir
<br />it
<br />9 1/2
<br />it
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13'
<br />6 1/2-
<br />3 (TOP)
<br />13'
<br />7 1/2'
<br />1r
<br />Ir
<br />tr
<br />io'
<br />13'
<br />10 .
<br />It'
<br />a'
<br />13•
<br />6 1/2'
<br />3 COP)
<br />12 1/2.
<br />12 1/2
<br />6 I/4'
<br />6 1/{'
<br />12 1/2'
<br />6 1/a'
<br />6 1/a'
<br />6 1/4'
<br />3 (BOTTOM)
<br />12 1/2.12
<br />1/2
<br />6 1/a'
<br />6 1/4'
<br />12 t/Y
<br />12 1/2
<br />-
<br />6 1/a'
<br />6 Ile
<br />3 (BOTOY)
<br />7•
<br />r
<br />e'
<br />5 1/2'
<br />7'
<br />3 1/'
<br />a'
<br />V
<br />4 1/2'
<br />3'
<br />6 1/2'
<br />r
<br />4 OOP)
<br />7 1/2'
<br />3'
<br />a'
<br />0'
<br />r
<br />A-
<br />a'
<br />4.
<br />4 I/2•
<br />3 1/2-
<br />5 I/2-
<br />r
<br />(TOP)
<br />4 O
<br />a'
<br />e'
<br />a'
<br />e•
<br />-
<br />5 1/2'
<br />7 1/2'
<br />4 (601T01)
<br />a'
<br />6'
<br />IS.
<br />a'
<br />5 1/2'
<br />7 1/2'
<br />4 (BOTTOM)
<br />tr
<br />7-
<br />tr
<br />Ir
<br />13'
<br />9 1/2•
<br />1r
<br />9 1/2-
<br />to 1/2
<br />7 1/2-
<br />Ir
<br />6'
<br />5 (TOP)
<br />13'
<br />0 1/2'
<br />13'
<br />Ir
<br />13'
<br />to'
<br />13'
<br />to,
<br />II'
<br />a'
<br />13'
<br />1 I/2'
<br />5 (TOP)
<br />137
<br />7-
<br />1r
<br />Ir
<br />1r
<br />9 1/2-
<br />Ir
<br />9 1/2.
<br />10 1/2-
<br />7 1/2•
<br />tr
<br />6 1/2-
<br />5 (BOTTOM)
<br />tr
<br />a 1/r
<br />13'
<br />tr
<br />13-
<br />10'
<br />tr
<br />to'
<br />11•
<br />a'
<br />1J'
<br />6 f/2'
<br />S (BOTTDIIj
<br />13'
<br />1S'
<br />10 1/2
<br />13'
<br />7-
<br />13'
<br />7'
<br />7 1/2'
<br />S t/Y
<br />1]•
<br />4 1/2'
<br />6 (TOP)
<br />IS'
<br />a•
<br />13•
<br />13•
<br />13•
<br />a 1/Y
<br />13
<br />0 1/Y
<br />9 1/2'
<br />6 1/2'
<br />--
<br />1]'
<br />S T/2'
<br />6 OOP)
<br />5'
<br />6 1/4'
<br />B t/4'
<br />6 1/{'
<br />6 1/1'
<br />6 1/a'
<br />6 1/4'
<br />6 (BOT-)
<br />6 1/4'
<br />6 1/a•
<br />6 1/4'
<br />6 1/4'
<br />-_
<br />6 1/4'
<br />6 IW
<br />6 (SOFT
<br />SEE SHEET 11 FOR ANCHI TYPE k SPACING FOR NSTA ATCNS INTO WOOD FRANC BIIILDNGS
<br />• YNwum ANCHOR SPACINGS AND MINIMUM EDGE DISTANCE ARE INDICATED ON 1H6 SCHEDIA[. FOR E.D.
<br />LE55 THAN ACCFTED ON SCHEDULE REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN OA
<br />SCNEDULE BY THE FalO.ING FACTORS. FOR TKS OPERATION TO BE POSSIaL. REDUCED SPACING
<br />OBTAINED .LASING FACTOR SHAL NOT BE LESS THAN MHMlY SPACING INDCATD FOR EACH ANCHOR TYPE
<br />OH THIS SCIEDIKE
<br />le,
<br />1/4•.
<br />Ile.
<br />Ile.
<br />1/P.
<br />gR110R T7PE
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<br />1K011
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<br />- _..
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<br />F.t1WIN
<br />_ -
<br />CAIII-.Ie,OeUM
<br />ANCHOR SPACING (XL)
<br />3
<br />3
<br />3
<br />f ,/2
<br />A ankiAIats, )RNOWiE (h)J3
<br />,/2'
<br />Y
<br />I
<br />enTAIYQ ILO.) 'moaE em OA
<br />3
<br />I ,/r
<br />I ,�
<br />3
<br />ICIWL ma DIBWICE (ED.)
<br />FACTOR
<br />L ,n•
<br />D36
<br />-
<br />-
<br />---ador
<br />-
<br />-
<br />I ,Ir -
<br />get
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<br />.e9
<br />1
<br />-
<br />BID
<br />__
<br />an
<br />-,.m
<br />--
<br />-
<br />-
<br />- - -I .
<br />-
<br />im
<br />�m
<br />,m
<br />- SPAgNG$ ONLY VALID WHEN SPACER 9Q IS USED. SEE � %1 FOR MAX AS.D.
<br />DESIGN LOADS k (AAX. PANEL LENGTHS WHEN SPACER �41 5 USED
<br />3' MAX
<br />D.M.,(4). -1• MNN
<br />. _- -- -------- - - - - ------ - - -
<br />O O O O O 0 0!
<br />r---------- -------1----- ----F- - --- - - -- ------
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<br />I 1 1 i II L � i I i I
<br />I I 1 '�I il
<br />TABLE41 A
<br />A.S.D. DESIGN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-8'
<br />> 40 PSF TO 50 PSF
<br />6'-2'
<br />> 50 PSF TO 60 PSF
<br />5'-10'
<br />A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS k W/QA SPACER AT 12 7/2. O.C.
<br />ANA...IFIN1UNly
<br />EA A T/ q/1",
<br />�� pal
<br />2 .'-
<br />.
<br />........l '�,-.
<br />\CEN '• '�
<br />FLORIDA BUILDING CODE Non High VelocityHurricane Zone
<br />•
<br />0. 4416E =
<br />cM. "Troo. -
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />DAIS,
<br />*
<br />•,..
<br />* * _
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<br />1 \A
<br />IL E 1
<br />GLOBAL PROTECTION PRODUCTS, LLC.
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<br />w.. ami-.,,_,IN' - -T -,uI
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<br />PANE (654)ee9-TAN rA.: (asNMea-ar9J
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<br />it
<br />siew A a 1S
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<br />-TER N .. 'C
<br />a.o: Lt 4i, eI
<br />ANCHORS (SEE SECTIONS . ALTERNATIVES ON SHEETS 13, 14. 15 .16) -
<br />r*R-to/13, R-2A/13, R-34/14, �R-1B/13. R-2B/13, R-38/14, J' MAX.
<br />R-TAW/15, R-2AW/15. R-3AW/16. R-18W/15, R-28W/15, R-38W/16. 1 "-`I"
<br />L/2
<br />1/4Y-20.1' 1-1. BOLTS W, 1Q � 'L'
<br />(USE FOR PANEL LENGTH MAX
<br />CIA ��•\, PANEL LENGTH
<br />R PAN REGULAR M PAN 6'-B' O +40.0 - ..f.
<br />EGULAR STORM 0. EW STORM E_ 40.0 e
<br />1 _ , I - _ _ _ I CIF/
<br />OVERLAP MD PANEL LENGTH BOLT)
<br />LIFE SAFER Y PANEL 7'-6' O +SOD, -54.0 P-f.
<br />(W/O OVEaM MD PANEL LENGTH BOLT)
<br />... - - - - - - - - ... _ I A USE Y T MN. PANEL LENGTH
<br />-0-- ''I 1/4'e-20,4A ; ; I , "O^ ) J -- ALL MOUNTERS I
<br />ss earsw,
<br />L : AT EA OVER A�
<br />6•
<br />----_- -- - - I I - . ,
<br />- - _ - -
<br />.. _ ----- T__----- -------------
<br />2) NOTCHES AT STUD
<br />, IiLX; - ( - ITION O LIFE $AF[h
<br />S PANEL BOTOAI CORNERS 0
<br />r
<br />D.M., 3- .
<br />O-OVEREM -OVERLAP
<br />OT 4 WING NUTIi
<br />AT EXTERIOR WING NUT AT y
<br />�'. Wz LET` PANEL RIGHT PANEL 3• IUF I INSTALLATIONS ONLY VALID FOR WIND
<br />I' NN. R-to/13, R-2A/13, R-3A/14, R-18/13, R-28/13. R-38/14, I• NN SPEED UP TO 170 m.p.h.
<br />R-1AW/15, R-2AW/15, R-3AVI R-181l R-29W/15, R-38W/16.
<br />- ANCHORS (SEE SECTONS . NTERNATIVES ON SHEETS 13, 14. 15 &IS)--- - . - - - -
<br />Ile MAX GAP
<br />LIFE SAFETY STORM PANEL 11) ELEVATION (t)
<br />' ' SCALE 1/4--1'
<br />' O REGULAR 2.887' O REGULAR
<br />'11
<br />STORM PANEL (MN OVEliuM .1 N471E vNE EY) STORM PANEL
<br />?,•a fN»L»RHF„
<br />= I ---- --- =
<br />z(f16V,"R � "� ____ i
<br />. - �%9 =
<br />\1C.
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<br />1 = *: Arai _s__
<br />LIFE SAFETY PANEL 1•'
<br />* a FLORIDA BUILDING CODE (Non High Velocity Hurricon. Zone
<br />L ,P'. it : Q' Z 03070 n . - -
<br />EXTERIOR 'z F '., 0R)DADRANAW
<br />,5 z. I 24 GAGE GALVANIZED STEEL STORM PANEL
<br />4r N ....
<br />- G GLOBAL PROTECTION PRODUCTS, LLC. 07/27/1020
<br />SECTION A -A 4YW� J I L E C O II9c DAIS
<br />/ / 2J . DweNvEeNa, coNPwY sem S. 3, sI1ELT
<br />SCALE 1/4--i- P/ �•f2o .. e� t aM 1l = Faint . DI. DAME. FL 13114
<br />/ AP-.tw nl-,a. .wK,N nI-III nmNE. I-) -ISH5, 1A. (I.Xie-eJBJ 20-175
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<br />P E SVL/9GIAT.WE/MTE .KID! A TIER i., P.E - - .HIT 12 p ,e
<br />91
<br />♦t)
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL J)
<br />INTO WOOD STRUCTURES
<br />jl
<br />\ WOOD HCADER - -. WOOD HEADER I WOOD HEADER ,I W000 HFAOER
<br />- REPLIED iE0UIRE0 i 73EO.,RFC )(EQULFED
<br />I
<br />1 �4-
<br />/a'. TAPCON +/{•r TAPCON L -_ t/4•. TAPCDN I 14'R TAP.
<br />ANCHOR O 9' O.0 '\ / \ I, OR O r 0.[. (A 1 1, III ANCHOR O 9' O.C. N... - OR O 9' C.C.
<br />' -I �I I H J
<br />+'t t/2" 1/4• ./ To"_ t/2' Ile 1/Y . 1)/4• V2. (,/4•
<br />1 . \, I ) XaX. 1 / 1 .
<br />1
<br />/j 2. 1 I 1 -- - 1 ( ! �-', I MAT. - _ -) 2 I uAA / 2 WIN(. -
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<br />11 I 1 OM aWH T-ai I I 1 11 I ID.N„ O.m >-ei II - .
<br />I / / I l' MAX II i II
<br />Fa`
<br />II I I 1' LE
<br />II _ PANEL LENGTH it -.1 -.._ -- a _ PANEL LENGTH
<br />N E 6- (SEE ELEVATION II I 7' Yu. rt ,/'' _ 6'
<br />II V _--1 PANEL 1220EMGT,N j ON SHEET f2) 11 1 PANEL LENGTH A (SEE ELEVATION
<br />IT
<br />- 1�_l (SEE ELEVATION 0 T_. _ I u.. i A71pN 111 I _ 1 ON SHEET 12)
<br />II 1 ON SHEET 1T) I 1 1 _ ^) O ) I I
<br />It 1' Y;,. i k_ _ F V--SEPARATION 1 ,r{_: _--.T/'- ram`_..._ {/�\7 = - ----- (!7�)
<br />tl-TOP La6SN _.. 1 _O L/2 a"$EPAILATI. - - -- Vl I To CLASS. I - ..O 9 I- W. I >,J
<br />1 10 LASS. 6. IRI 1 ---SEPARATION
<br />M I �J' /2 1 TO GLASS f _ I i� 1'
<br />Ea, 1 I SIC Ell "„ 1 I SIG EQ. 1 I` A-1 JI i
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<br />'---� O 2".e W09Q • x ,/2 o.c EI ��- -;s.A-2o. 4•
<br />1 PLC __ NMMS
<br />REQUIRED a 12 , o.t.
<br />' I,�aY TAPCDN �4'. TAPCON �4". TAPCON 2'.4' _
<br />ANCHOR O 9' O.0 ANCHOR O 9' O.C. ANCHOR O 9' O.C. PULE , ♦ . TAPCON
<br />i STAGGERED W/ STUD 1 I STAGGERED W/ STUD - REOUIREOL '• _ µCHOR a 9. O.C.
<br />l }.. PLATE WOOD F: •. OD
<br />- PLATE MOI
<br />. REQUIRED II REWIRED - - - 1
<br />ALTERNATIVE R-1AW ALTERNATIVE R-1BW ALTERNATIVE R-2AW ALTERNATIVE R-2BW
<br />O REGULAR PANELS O LIFE SAFETY PANEL O REGULAR PANELS O LIFE SAFETY PANEL
<br />WALL MOUNTINGS A....NI„NIA! WALL MOUNTINGS
<br />SCALE 3/6-1' ,NN;�........
<br />P A, T/((�%✓",' SCALE J/B
<br />ty�Q..•'' \LENS '' ? -1 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon
<br />' - cw7o mrzm. INc. r.r.
<br />24 GAGE GALVANIZED STEEL STORM PAN 1 E EL
<br />441E
<br />o. -
<br />- cR4eN w-
<br />1. INSTALLATION Y F -_ STALUT ON ARE ONLY VALID OR 0.5. D. DESIGN •
<br />PRESSURE RATINGS (p.K.f) AND PANEL LENGTHS AS E *
<br />PER ELEVATION ON SHEET 12. ? •0. STATE O I , • I L E C O Ewe. GLOBAL PROTECTION PRODUCTS, LLC. e'/a�a
<br />2. FOR NEW WOOD FRAME CONSTRJCTON. WOOD 9 OX4 s . 51llS1RET
<br />MEMBERS TO BE SOUTHERN PINE No 2, W SPECIFIC ''•,I0F' FLORIDR • 'sl -'J-J M.� `s I� rd •IIH¢Rwo cowwr ynrE ,L µI4
<br />DENSITY OF 0.55 OR EQUAL /(P .. �` !m1'I.-"n HKe1 a,-mP H,D'.E (vS.NeA- x5. F (PS.,beP-anR 20-175
<br />''IW.. U /1'HIH6;- �� If ...-_. t .a - o- , - .- -. s- -. DIEM.., b
<br />MAXIMUM A S D DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL() INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 N4 5)
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />(P o N)
<br />MAXIMUM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW�E
<br />A. 0
<br />mMe1+'D1w
<br />CK THEM
<br />MAXIMUM
<br />PAN41
<br />LENGTH
<br />(n J
<br />WAX. A.S.D.
<br />DESIGN
<br />P ESSUORE
<br />(PGA.,)
<br />OF
<br />WVO4l1N ANCHORS SPACING FOR 41N E.D. PER SCHEDULE BELOW
<br />APPl
<br />O SECTIONS
<br />k f
<br />COA9)TMT10,N
<br />OF THEM
<br />EW(61Uy
<br />PANEL
<br />LENGTH
<br />11
<br />(n )
<br />TAPCON
<br />SOLID -SET
<br />PANELWIE
<br />FEMALE 10
<br />PANELMATE
<br />PLUS
<br />ZAMAC-NAIL»
<br />CAL(-N
<br />TAPCON
<br />SOUD-SET
<br />PA/ELANTE
<br />FEMALE TE
<br />PANELMATE
<br />PL115
<br />ZAMAC-NNUN
<br />CAU(-N
<br />ro
<br />ro
<br />GDN4IET[
<br />ro
<br />ovrxTE
<br />koNCW[rz
<br />ro
<br />oaNOWR
<br />EaMCR[l[
<br />ro
<br />caNRA[R
<br />ro
<br />ro
<br />10
<br />1O
<br />w4oETE
<br />lCON�n.Jalo.tE
<br />ro
<br />ro
<br />la"' a"
<br />O
<br />,lL'F
<br />ro
<br />I ""V"
<br />-65, -55
<br />.75. -75
<br />Ir
<br />it'
<br />13'
<br />Ir
<br />13•
<br />tr
<br />13•
<br />13'
<br />Ir
<br />12'
<br />Ir
<br />10'
<br />T (TOP)
<br />5._6.
<br />OR
<br />LESS
<br />>-75. -75
<br />♦114-119.6
<br />13"
<br />5•
<br />13'
<br />10 1/2
<br />,3•
<br />6 1/2'
<br />Lr
<br />6 1/2'
<br />7 t/Y
<br />5 1/2'
<br />13'
<br />a ,/2•
<br />I (10P)
<br />5-6,
<br />OR
<br />LESS
<br />Ir
<br />it-
<br />13'
<br />13,
<br />13
<br />Ir
<br />13•
<br />13'r1r
<br />Ir
<br />12'
<br />13'
<br />to'
<br />I (BOTTOM)
<br />13'
<br />6 ,/2'
<br />1r
<br />Ir
<br />13'
<br />9•
<br />13'
<br />9-
<br />t0'
<br />7 1/2'
<br />1J'
<br />6•
<br />t (BOrOM)
<br />2 (TOP) _
<br />Ir
<br />11-
<br />1r
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />tr
<br />12•
<br />1r
<br />to'
<br />2 OOP)
<br />1S•
<br />5•
<br />tr
<br />10 1/2
<br />13"
<br />1 1/2'
<br />13'
<br />6 1/2•
<br />7 1/2•
<br />5 1/2'
<br />!r
<br />a 1/2'
<br />13'
<br />it'
<br />13"
<br />13'
<br />it
<br />tr
<br />Ir
<br />Ir
<br />12•
<br />13-
<br />10'
<br />2 (BOTTOM)
<br />13•
<br />r
<br />it
<br />13'
<br />tr
<br />9 1/2'
<br />1r
<br />9 1/2.
<br />10 1/2'
<br />7 1/2'
<br />1r
<br />6 1/2.
<br />2 (BOTTOM)
<br />13,
<br />IT-
<br />Ir
<br />Ir
<br />Ir
<br />,r
<br />Ir
<br />Tr
<br />12-
<br />Ir
<br />10"
<br />3 (TOP)
<br />13•
<br />7•
<br />13'
<br />13'
<br />Ir
<br />9 1/2•
<br />1r
<br />9 1/2.
<br />10 1/2
<br />7 1/2•
<br />Ir
<br />61
<br />3 (TOP)
<br />- -
<br />-
<br />12 1/2.12
<br />1/2
<br />6 Ile
<br />6 I/4'
<br />12 1/2'
<br />12 1/2
<br />-
<br />6 Ile
<br />6 1/{'
<br />J (BOTTOM)
<br />-
<br />-
<br />2 1/2',2
<br />In
<br />6 1/4'
<br />6 I/4'
<br />2 1/2'
<br />6 1/4'
<br />-
<br />-
<br />4 ,/P
<br />6 t/4'
<br />3 (BOTTOM)
<br />6'
<br />S'
<br />0'
<br />e'
<br />6'
<br />6'
<br />NY
<br />0 1/2•
<br />5•
<br />r
<br />4 1/2.
<br />4 (TOP)
<br />r
<br />3'
<br />W
<br />5 1/2'
<br />r
<br />3 1/2•
<br />B
<br />4'
<br />4 1/2-
<br />r
<br />a t/2'
<br />2 1/Y
<br />4 (TOP)
<br />4 (SOFTOYI
<br />e'
<br />Ir
<br />-
<br />a'
<br />-
<br />a•
<br />-
<br />a•
<br />a'
<br />-
<br />a'
<br />-
<br />4 (6aTTOM)
<br />0•
<br />-_
<br />6 1/2-
<br />-
<br />r
<br />-
<br />6•
<br />-
<br />5 1/2•
<br />-
<br />r
<br />-
<br />t,'
<br />-
<br />-
<br />i3'
<br />13"
<br />13'
<br />1r
<br />12•
<br />1r
<br />to-
<br />S OOP)
<br />,r
<br />4 1/2•
<br />1r
<br />13•
<br />Ir
<br />9•
<br />13'
<br />1 9•
<br />to-
<br />7 1/2'
<br />,]'
<br />6•
<br />5 (TOP)
<br />1r
<br />11'
<br />13'
<br />13-
<br />13'
<br />Ir
<br />13•
<br />,r
<br />tr
<br />12'
<br />tr
<br />10•
<br />5 (BOTTOM)
<br />13•
<br />r
<br />Ir
<br />13'
<br />Ir
<br />9 1/2'
<br />Ir
<br />9 1/2'
<br />10 1/2
<br />7 1/2•
<br />Ir
<br />6-
<br />5 (BOTTOM)
<br />Wtr
<br />13'
<br />Ir
<br />Ir
<br />13"Ir
<br />/r
<br />LY
<br />12•
<br />tr
<br />IV
<br />6 (LOP)
<br />Ir
<br />51
<br />13'
<br />10 1/2
<br />Ir
<br />0 1/2'
<br />Ir
<br />6 1/2-
<br />7 1/2•
<br />5 ,/Y
<br />Ir
<br />4 i/2.
<br />W(TOP)
<br />_
<br />_
<br />6 1/4'
<br />6 1/4'
<br />9 1/4'
<br />6 t/4'
<br />_
<br />_
<br />_
<br />_
<br />6 1/4.
<br />0 I/4'
<br />6 (BOTT.••)
<br />-
<br />_
<br />0 I/P
<br />9 1/4'
<br />6 1/4'
<br />6 I/4.
<br />6 1/4'
<br />6 I/a•
<br />-
<br />-
<br />6 Ip•
<br />6 Ile
<br />a (Bon-)
<br />,r
<br />7 1/27
<br />13'
<br />13'
<br />tr
<br />ID'
<br />Ir
<br />IV
<br />11'
<br />I 0•
<br />it
<br />6 1/2-
<br />1 OOP)
<br />> To
<br />W-0•
<br />13•
<br />$-
<br />tr
<br />10 1/2
<br />tr
<br />6 1/2-
<br />13•
<br />6 1/2'
<br />7 1/2-
<br />5 1/2'
<br />-1 3'
<br />4 1/2•
<br />I (TOP)
<br />> TO6-
<br />T-5'
<br />13'
<br />7 1/2'
<br />13'
<br />lr
<br />Ir
<br />10 1/2'
<br />Ir
<br />10 1/2
<br />i, 1/2-
<br />a'
<br />13'
<br />r
<br />1 (BOTTOM)
<br />13'
<br />6 1/2"
<br />tr
<br />13'
<br />Ir
<br />9•
<br />13,
<br />0•
<br />1o'
<br />7 1/2'
<br />13,
<br />6•
<br />I (BOTTOM)
<br />1r
<br />7 1/2'
<br />13•
<br />13'
<br />13'
<br />t0'
<br />tr
<br />10'
<br />11'
<br />0'
<br />13-
<br />6 1/2•
<br />2 (TOP)
<br />Tr
<br />S-
<br />Ir
<br />10 1/2
<br />Ir
<br />6 1/2•
<br />Ir
<br />6 1/2•
<br />7 1/2-
<br />5 1/2•
<br />1r
<br />4 1/2-
<br />2 (TOP)
<br />13'
<br />7 1/2•
<br />Ir
<br />1r
<br />Ir
<br />10 1/2
<br />,r
<br />10 1/2
<br />11 1/2'
<br />a'
<br />13-
<br />r
<br />2 (BOTTOM)
<br />Ir
<br />7'
<br />13,
<br />1r
<br />Ir
<br />9 1/2•
<br />Ir
<br />9 f/2.
<br />10 1/2"
<br />7 1/2•
<br />13'
<br />6 I/2-
<br />2 (BOTTOM)
<br />13'
<br />7 1/2'
<br />tr
<br />13'
<br />tr
<br />10 1/2
<br />+3-
<br />10 1/2
<br />11 1/2-
<br />e'
<br />13'
<br />r
<br />3 (TOP)
<br />13•
<br />7•
<br />13
<br />13'
<br />1J•
<br />9 1/2•
<br />IJ'
<br />9 I/2.
<br />10 I/2
<br />7 1/2'
<br />i]'
<br />6'
<br />3 (TOP)
<br />-
<br />12 1/2.12
<br />1/2
<br />6 Ile
<br />6 1/4'
<br />12 1/2.
<br />6 t/4'
<br />-
<br />-
<br />6 i/e
<br />6 1/4'
<br />3 (BOTTOM)
<br />2 1/2-
<br />12 1/3
<br />6 I/1.
<br />6 1/4'
<br />2 1/2.
<br />6 1/4'
<br />-
<br />6 1/4•
<br />a 1/4'
<br />3 (BOTTpQ
<br />7 1/2•
<br />3 I/Y
<br />e'
<br />6-
<br />7 7/2'
<br />4•
<br />Be
<br />4 1/2'
<br />5'
<br />3 1/2'
<br />r
<br />r
<br />4 (TOP)
<br />7-
<br />r
<br />Y
<br />5 1/2'
<br />7'
<br />3 1/2'
<br />Y
<br />4•
<br />4,/2"
<br />r
<br />6 1/Y
<br />2 I/Y
<br />4 (TOP)
<br />6'
<br />-
<br />S.
<br />-
<br />a'
<br />-
<br />0'
<br />-
<br />e'
<br />-
<br />a'
<br />-
<br />4 (BOTTOM)
<br />a'
<br />-
<br />6 ,/2'
<br />-
<br />e'
<br />-
<br />r
<br />-
<br />5 I/2•
<br />-
<br />r
<br />-
<br />4 (BOTTOM)
<br />13,
<br />7 1/Y
<br />Li
<br />13•
<br />tr
<br />10 1/x•
<br />1]'
<br />10 1/2-11
<br />1/2
<br />6•
<br />13'
<br />Y
<br />5 (TOP)
<br />13•
<br />1 1/2'
<br />Ir
<br />1J'
<br />Ir
<br />I'
<br />13•
<br />9•
<br />to'
<br />7 1/2'
<br />13•
<br />6-
<br />5 (TOP)
<br />13-
<br />7 1/2'
<br />I3'
<br />13'
<br />13'
<br />10 1/2'
<br />1J'
<br />10 1/2
<br />11 1/2-,e-
<br />13'
<br />Y
<br />5 (BOTOY)
<br />13•
<br />7•
<br />13•
<br />13'
<br />13'
<br />9 1/2'
<br />1r
<br />9 1/2'
<br />0 1/2-
<br />7 t/2-
<br />13'
<br />6'
<br />S (BOTTOM)
<br />13•
<br />7 1/2•
<br />IJ•
<br />Ir
<br />13'
<br />10 1/2'
<br />1.
<br />10 1/2
<br />11 1/T
<br />0•
<br />13'
<br />r
<br />e (TOP)
<br />Ir
<br />-- --
<br />r
<br />13•
<br />13'
<br />6 1/2•
<br />13•
<br />0 I/Y
<br />7 4/2•
<br />5 1/2'
<br />Ir
<br />4 1/2.
<br />6 (TIP)
<br />-
<br />6 1/4'
<br />6 1/4'
<br />a t/1'
<br />6 1/4'
<br />-
<br />-
<br />-
<br />-
<br />6 1/4'
<br />6 1/4'
<br />6 (BDTT •')
<br />-
<br />6 1/1'
<br />6 1/4•
<br />6 +/{•
<br />a 1/4•
<br />-
<br />-
<br />-
<br />-
<br />6 I//•
<br />4 1/{•
<br />4 (WT.••)
<br />SEE SHEET I I FOR ANCHORS TYPE . SPACRC FOP WSTNIAr ONS INTO VOOD FRAME 6ULDINGS
<br />• M.MIY ANCHOR SPACY05 AO YNMum EDGE DISTANCE AH IND,CATED ON, THIS SC EDURUE FOR E.D.
<br />LESS BMX INDICATED ON SCHRDLAE REDUCE AAK . SPACING BY YULTIPLYBIC VACING SOWN ON
<br />SCaOULE R THE FOLLOWING FAclp13 FOR, 1115 CVDIWION TO BE POSSIBLE, REDUCED SPACING
<br />OBTAINED !SIG FACIA SNALL NOT BE LESS T.MN .MFA,M SPACING POCAIW MR EACH ANCHOR ITRE
<br />ON ,M5 fCEDULE
<br />ANCHOR TYPEr/40
<br />__ wool_.
<br />OegR1
<br />.1/H'4
<br />Saa-ltf
<br />1/4'.,,.•.
<br />viinli _
<br />I/41
<br />_ -.-
<br />SAIIIDaBB-
<br />I/1•s
<br />_.--
<br />tlM(-BI
<br />YWW'.iAN ANCHOR SF.,NG (WL)
<br />3
<br />3
<br />3
<br />a
<br />2 ,/Y
<br />I'/a
<br />MINIMUMIO&i ooI (K)
<br />a
<br />3 ,/2•
<br />Y
<br />3
<br />a ,K
<br />3
<br />_.p
<br />a ,/Y
<br />3 1/2'
<br />3 ITT
<br />I ,/2•
<br />-
<br />f1N1AN(I R.D.I �oanaE Tao, (HA
<br />ACIU41 EDGE 067MQ ED.)
<br />FACTOR
<br />I ,/2'
<br />- cJs
<br />-
<br />..I
<br />-
<br />- --
<br />-
<br />-
<br />-_
<br />- _
<br />--yin
<br />-----
<br />2II - -
<br />*A1
<br />_
<br />_
<br />- - 600
<br />3.
<br />ala
<br />0.n
<br />W
<br />3 /2-_
<br />_ -
<br />-im
<br />1.00
<br />I-
<br />,lp
<br />,DO
<br />•• SPACINGS ONLY VALID WHEN SPACER IS USED. SEE T�iBLE 1 FOR MAX. AS.D.
<br />DESIGN LW1D5 k MAX. PANEL WHEN SPACER QI'1 IS 115ED.
<br />1/4.0 T
<br />ANCHOR
<br />TABLE /I c
<br />A.S.D. DESIGN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-B'
<br />> 40 PSF TO 50 PSF
<br />6'-2"
<br />> 50 PSF TO 60 PSF
<br />5'-10'
<br />A 1AAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />....muN.nN,. W/ SOLID SET ANCHORS III W/ SPACER AT 12 1/2- O.C.
<br />� ........
<br />a A. T/(
<br />I` V. VCENS •.,9 1 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone
<br />0.4416E =
<br />0201° EC0' "
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<br />*
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<br />�164"
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<br />INSTALLATION DETAILS
<br />FOR LIFE .SAFETY
<br />PANEL ' _1
<br />INTO POURED CONCRETE
<br />OR CONCRETE BLOCK
<br />STRUCTURES
<br />E% IPA POURED
<br />9' O.C. I -CONCRETE °R
<br />1/4-• TMCION __ _ _EXISTING POURED
<br />ANCHOR O 9' O.C. OONCRETE OR
<br />1/4'0 TAPCO14
<br />ANCHOR O 9' O.C.
<br />EX,5T4VG PoURED
<br />CONCRETE OR
<br />1/4.0 TAPCON
<br />ANCHOR O 9' O.0
<br />€1GSTMO POURED
<br />CONCRETE it"
<br />I CONCRETE BLOCK
<br />REQUIRED
<br />I
<br />CONCRETE BLOCK
<br />REQUIRED.
<br />I
<br />CONCRETE BLOCK
<br />REQUIRED
<br />%j:.;
<br />CONCRETE BLOCK
<br />I �--'
<br />I - -O
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<br />-4)
<br />F- 1/2' , 11 /4• 1/2• file F------ 1/1• I/4. T---- .1 /2. I/4'
<br />E.D* I E. MAX. _DOE
<br />MAX,. 1 ---
<br />e i D• I 1
<br />I i E D• / i ED.• / 1
<br />1
<br />11 I'll,
<br />II 1 1 ,' YD,. I �1� 11 I 6 1' Min. I
<br />II I 9-�-SEPARATION I I
<br />E)(IS7NS'. II I_-_ - IDS. eD, . , LIS71Nya TO CLASS. I _ I/••P--" �� I , 2P.I• EX157R,{ SEPARATION i ,/4Y-w11'
<br />JI PAD4� G1A55 R /, j _ ..11l can W EXISnNC T -!(S tlia GLASS
<br />TO . -A, Ban WlF6
<br />BASS tl. A , 1 AI a R '/ ' : I -- - A FA G1155 - _"II I A 0. N --FOR F,Nrm 0.. ! ,-I i _...-- . rA D.baiD'•
<br />II Y 1 D�4RN o,OI >» FICARINEL B 'r j la M- T r
<br />11 1 D I, II �l](�jcl I 1 I
<br />R - - - - 1 ..-- II II _ IN} II t
<br />II 1 1 'L' Mo.. II ? 'L' MAX. II V1 •L' MAX, u I _ 1' 1N%,
<br />It 1 PANEL LENGTH -- 6' PANEL LENGTH II I PANEL LENGTH UL LENGTH
<br />t I
<br />X - - --�+_ - (SEE ELEVATION 9 I (SEE ELEVATION N -__- _T._ (SEE ELEVATION II I 6 (SEE ELEVATION
<br />e ON SHEET 12 1 1 ON SHEET t2 II ON SHEET 12` II I
<br />I 1' Wn. I ) I ) II ruin. I N - ON SHEET 12)
<br />R'-SEPARATION I M I ... N :I- S ARATION _ I li T 11 - I
<br />D TO GLASS. 1 _ u ro cLAss. I II i
<br />a_- 1
<br />O I 6
<br />E.D.• .r O ED.• I - O 6• ED.• i - _ I- % j;
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<br />oc EO
<br />3/4' I ___I _.-1 L ! I I I E EO,- I 4•MA EG .-w,1
<br />}y1j/lO NHx Ms.
<br />BATS .ATE BIT .
<br />i/`�' {�{�7 a 12 I O L . 12 ,C
<br />)/4.0 TAPCON 1 /4•0 TAPCON 1/4.0 TAPCON _I/4'. TAPCON
<br />ANCHOR O 9' O.0 ANCHOR O 9' O.C. ANCHOR O 9' O.C. ANCHOR O 9' O.C.
<br />EXTSnNG POURED CONCRETE OR EXISTING POURED CONCRETE OR EXISTING POURED CONCRETE OR EXITING POURED CONCRETE OR
<br />CONCRETE BLOCK REWIRED. -CONCRETE BLOCK REOLRRED. EONCREFE BLOCK REOUIRED. CONCRETE BLOCK REIXRRED
<br />SECTION R-1 SECTION R-1B SECTION R-2A SECTION R-2B
<br />O REGULAR PANELS O LIFE SAFETY PANEL O REGULAR PANELS O LIFE SAFETY PANEL
<br />WALL MOUNTINGS WALL MOUNTINGS
<br />SCALE 3/6 „IHINNNNNI,,, SCALE 3/8-,'
<br />2-K4' WOOD
<br />PUT
<br />REQUIRED
<br />SEE SHEETS 15 t MR ANCHORS
<br />ABMA171 794E
<br />vr.•
<br />1rL0N
<br />TYPE k SPACING R ST
<br />IN51N1ATO16 IN!0
<br />DIN
<br />BUILDINGS
<br />ININM FTMYE OR SPACINGS
<br />DUMDUM ANCHOR SPACINGS AND 4weMM
<br />WWWMA Ma"'sva190.)
<br />I
<br />•NN.NW.NN O-)
<br />3
<br />EDGE DISTANCE ARE INDICATED ON THIS
<br />SCHEDUL. FOR ED, LESS THAN e01CATE)
<br />ON SCHEDULE REDUCE ANCHOR SPACING. G
<br />.9.,I>A14
<br />Vem,N aIM, OI.F... a.. M)
<br />3
<br />elf YLAT,PLWNG SPACING SHOWN ON
<br />SCHEDULE BY THE FLXLOIING FACTORS.
<br />,OIIIE =IIIIIIIIIR �Lj
<br />BGOI
<br />I 'I,'
<br />Q]0
<br />FOR TINS OPERATION To BE POSSIBLE.
<br />REDUCED SPACING OBTAINED USING
<br />ACTOR SHALL NOT BE LESS THAN
<br />--- 2 Tom•
<br />-_.
<br />---
<br />,PNMUM SPACNO INDICATED FOR CACH
<br />ANCHOR TYPE ON FLITS SCHEDULE
<br />y
<br />.- - -
<br />I
<br />EXISTN-4
<br />GLA55
<br />It
<br />I
<br />II
<br />II
<br />H
<br />-v -
<br />0
<br />It Mn.
<br />I�-'--SEPMAT°N-
<br />N TO GLASS.
<br />WOOD HEADER
<br />REQUIRED
<br />/4•. 7APCO4
<br />OKHOR O 9' O.C.
<br />_I
<br />.�1/2-L GRAM•
<br />1
<br />L'A-A1'
<br />1 PINS ■
<br />p
<br />E 101 Rep
<br />NM OFQ T-,n
<br />--. _ •.l MAX.
<br />I PANEL LENGTH
<br />(SEE ELEVATION
<br />ON SHEET 12)
<br />O
<br />^ L/2
<br />*U%ff-
<br />I 1
<br />PAIELMATE PLUS
<br />R O 12 1/2. O.0
<br />ll�'11 I CENSF/l9°'
<br />1 . No. 4416E - FLORIDA BUILDING CODE Non High Velocity Hurricane Zone
<br />a*
<br />•$ _ STATE OF ,'Q. Y2o7a nrzm. RFc. 24 PAGE GALVANIZED STEEL STORM PANEL P.wIF,
<br />Ss/ONAL - IL ECOINe. GLOBAL PROTECTION PRODUCTS, LLC. ° DATE
<br />,uLT T�- . D.wM�¢R�`COMA -S. 5: ITXoT
<br />""4HNNNnN , � , „-- m Iw O A,E. n -1. 20-1 75
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<br />'I SEK/SOLA`U"E/OAn G-9 1171 aNVHG I.
<br />wINTER A I4fT i, P.E .- IN•ET ,3 or ,e
<br />M1 J
<br />4 DETAILS FOR LIFE SAFI
<br />INTO WOOD STRUCTURES
<br />WALL MOUNTINGS
<br />SCALE 3/8-1•
<br />NOTES,
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D.
<br />DESIGN PRESSURE RATINGS (p.3J) AND PANEL
<br />LENGTHS AS PER ELEVATION ON SHEET 12.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC
<br />DENSITY OF 0.55 OR EQUAL
<br />ED
<br />E" Q
<br />E_
<br />PLATE
<br />REQUIRED
<br />,E A r/(4l'`"
<br />�Pv-.\ CEASE., ✓9
<br />No. 4416E
<br />•o'.. STATE OF :,v4I
<br />Sl El'�
<br />ON AL ;," ✓,1
<br />NIINI4,I NHIIIN• .
<br />P E 6EALJSK.fNTUREJDIIn
<br />WOOD HEADER
<br />RECURRED
<br />14'0 IAPCON
<br />WCHOR O 9' O.C.
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<br />1/2- , .1/4-
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<br />I
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<br />I
<br />'L . MAX.
<br />_
<br />I
<br />a-
<br />PANEL LENGTH
<br />(SEE ELEVATION
<br />-- J.
<br />- --
<br />ON SHEET 12)
<br />I
<br />1
<br />\J
<br />i
<br />6.
<br />I(
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<br />I/4Y PANELMATE PLUS
<br />ANCHOR O 12 1/2. O.0
<br />FLORIDA BUILDING CODE (Non High Velocity Hurricane Zona
<br />`tDi0'W'ro0, -
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />1.F'1"F.
<br />IL E C O ,Nc
<br />GLOBAL PROTECTION PRODUCTS, U.C.01
<br />DATE
<br />I TIII ENwE.1
<br />- 'i 51 I"o,"-) DANLRl33,4
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