|
- _ I I � - 1 - �� � ° -I _III �ll '• I �
<br />END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE.
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VALID -FOR -REGULAR, LIFE
<br />SAFETY & E-2 HANG STORM PANELMI SYSTEMS
<br />_ ,.._.-
<br />OR - «
<br />•O ~! •® 2' . 4-14 4e
<br />\ 1O11TE5 A• 2'.a' ROOD FRAME 8093CONT.A AI. -
<br />O & ® �C
<br />T tea AGE 3H'__2
<br />1/27AW3%PwRED
<br />I
<br />GONCREm CONCRETE
<br />1/0.. 1 3/4•a1EDcove4.\ RBLOCKEAL- OO 2. •GOO nMIMC -
<br />REOIAWD
<br />LIGROIN • 12.yI2S11'
<br />A�2
<br />Z.4'FRAIL.
<br />lA7pD FwAY[ \_�OR® '^'-
<br />REOURED
<br />It
<br />1i
<br />M9n nAACOH ANCHOR ( T' . 2• . WS' ro T[INIAR lEG IACA1,aN 1/
<br />• IT' O.0 --
<br />J01
<br />HARES Z' . s' IIlS' COINR.
<br />I 5' Mai 97< L na 1 MW. NON[ OR
<br />4e.
<br />S1 H 1 060' 3109-H15a 5t1EET POURED OD FRA E
<br />META
<br />RCONCRETE.W
<br />( R 1_ TRIM. AW. �IIT vUIE RDCR OR x•.4• W000 FRAME
<br />2'I a'Y.+2Y 7 (Mi O REOtMFD
<br />3t03-Nfa 0R / 11
<br />O
<br />2 1/2• _ 2, - i
<br />To ALLOY 4
<br />LA^' ' /
<br />CONE. AWL AN= Ya..
<br />cm.
<br />tp' • botj 4' . 4"
<br />w t2' QG 3105-414 OR Nm3 T4 ALLOY
<br />R'/HYXNUT Cent AMn. ANG E
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />SCALE 1/4-.1- SCALE 1/4'.1• SCALE 1/4'.1- SCALE 1/4'.1'
<br />SOUD-SET OR CAA-
<br />OR ELCO PAI'El31Aft
<br />1
<br />- _. /�, ,O POURED COIMaEIE,_,. _F1LSIIG URN AT PENILE O A10
<br />1.5x -' POURED ::; OR OR 2.4[ WOOD TTOOPP s F OY NIt PA(LWTE PLUS (Y[
<br />- (MN PANEL -. C911METE 81DCx VAPIES I I OR T'.4 e'DOD SHIES OF OPENING SCHIEDIRE W SHWEIS f.
<br />OVERLAP �. :OND� YN• 11000 FRAME }' M>'I O OL ® FRAME REIXSwD AS MPIL"JiE 10 • 11)
<br />OPENTG WIDTH) .P�IXIID CONCRETE. CONCRETE REOLRED Imo,_ `� \ ..;� \ •,.
<br />BLOCK OR 2'.4' WOOD FRAME
<br />e\ R[OURED \\\
<br />I VARIES ' -Q •© "a O '- J)uw w/ ANCHORED FRONT .
<br />REAR FLAT TLANGES PIRM JEL TO
<br />5, 1sa i 11LL (NEVER CVr ETD PANG
<br />x B.O. DISTANCE -�� H; T
<br />1
<br />.
<br />-J pNH4NNNN CASE G (PLAN)
<br />____ �w/i-wm RLLM�WA�rq.4 .a:E13 A. T/(lr SCALE 1/4•.1-
<br />�I A HOOT ✓ VALID FOR DIRECT MOUNT INSTALLATION ONLY 6:
<br />•rnc `���''��G EN
<br />"f '• • I CERTIFIED PANEL INSTALLATION AT BALLS W/
<br />No. 44161 ': SURFACE LEVEL VARMT)ONS WITHIN 3/4-
<br />* 7t :*1 FLORIDA BUILDING CODE Mon High V41I Hu cone Zone
<br />CASE E (PLAN) CASE F (PLAN) e
<br />�9' it °'m0 R'EOD "a 24 GAGE GALVANIZED STEEL STORM PANEL DARN p,
<br />SCALE 1/4'.1' SCALE 1/4-.1- '•. �.4`�•�� ORO..•\��Y
<br />`_...
<br />' Ssi M GLOBAL PROTECTION U.C.PRODUCTS,
<br />Z.
<br />II, / ,BOO SE 9, Snw
<br />IIILi/ ..,
<br />i 'N•eH-tu Nr, a r >a 1rr. Wma R ar DMw, rL =14
<br />20-175
<br />5
<br />f
<br />PHONE: s.)wI -T6aA A (e6.)eM-e7P7
<br />c ti OWN A-l4r . - PRO -(e
<br />•r•'•••r• O0-1
<br />CA-OmA,e
<br />Pit SFA/nONMV4L/DAR IYLin1 A O LI L., PE Y 1T-'•P rs FELT 6 NW 16
<br />«, 7
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />crucnlN c cnR aEGUl AR STORM PANE n INSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL 101NSTAlATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 k 7)
<br />MAX, A.S.D.
<br />DESIGN
<br />RESSURE
<br />PRATING
<br />MAXWUM ANCHORS SPACING FOR E.D. . AS SHOWN ON SHEETS 6 e 7
<br />APPLICABLEED
<br />ALWRWW �
<br />OF THEM
<br />YAXeARY
<br />PANEL
<br />LENGTH
<br />00
<br />TAPCON
<br />LAG SCREW
<br />PANELVATE
<br />FEMALE 0
<br />PAMELWTE
<br />PLUS
<br />WOOD PUSHINGCDMR:%.
<br />13'
<br />IS•
<br />t3'
<br />13,
<br />Ir
<br />1W crop)
<br />IV
<br />Ir
<br />13,
<br />13'
<br />IV
<br />1W (BQEOM)
<br />6 1/2•
<br />6 1/2,
<br />6 1/2-
<br />6 1/2•
<br />6 1/2'
<br />2W crop)
<br />-
<br />-
<br />6 1/4'
<br />12 1/2'
<br />a 1/4'
<br />2w (WOE.•)
<br />5,-0OR
<br />a•
<br />6'3w
<br />Crop)
<br />(9DTTDM)
<br />LESS
<br />e'
<br />e=
<br />n'
<br />e•
<br />13" _
<br />13' -
<br />tY -
<br />_
<br />13•
<br />13•
<br />(TOP)
<br />W. -43
<br />OR
<br />LESS
<br />13' -
<br />IS' _-
<br />15-
<br />-_ 1}'
<br />iJ'
<br />W (BOTTOM)
<br />13'
<br />,3'
<br />13'
<br />13,
<br />6 1/2'
<br />Ill (TOP)
<br />13'
<br />13,
<br />13'
<br />13'
<br />8•
<br />1W (BOTTOM)
<br />6 1/2•
<br />6 t/2'
<br />t
<br />a /2
<br />6 1 2•
<br />/
<br />6 / 2
<br />(TOP)
<br />-
<br />6 1/4-
<br />12 1/2'
<br />5 1/4'
<br />20 (BCE.•)
<br />>5•-O-
<br />4 1/2'
<br />4'
<br />6 1/2•
<br />6 1/2-
<br />3N (TOP)
<br />14'-4•
<br />4 1/2•
<br />4 1/2-
<br />7•
<br />7•
<br />-
<br />31Y (BOTTOM)
<br />10 1/2-
<br />1 9 1/2'
<br />1 12•
<br />t2•
<br />4
<br />4W (TOP)
<br />13'
<br />1 13"
<br />1 IV
<br />13'
<br />a 1/2'
<br />14W (BOTTOM)
<br />• SEE TABLE #1 FOR MAX. A.S.D.DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER SEE TABLE FOR DESIGN LOADS PANEL LENGTHS MIEN SPACER 6
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />RATNC
<br />(p.a/.)
<br />MAGNUM ANCHORS SPACING FOR E.D. • AS SHOWN ON 94EETS 6 At 7
<br />APPLICABLE
<br />7I
<br />ANI
<br />CaM6INTKIH
<br />THEM
<br />MAIRAIM
<br />PAIFL
<br />LENGTH
<br />,L-
<br />(ft.)
<br />TAPCON
<br />LAG SCREW
<br />PANFLMATE
<br />FEMALE 0
<br />PANELYATE
<br />PLUS
<br />WOOD BUSFIn1C
<br />tJ'
<br />tr
<br />TV
<br />13'
<br />13'
<br />IN )
<br />I3'
<br />t J '
<br />t '
<br />3
<br />Ir
<br />W (BOn01)
<br />6 1/2,
<br />5 1/2•
<br />6 1/2•
<br />6 1/2-
<br />6 1/2'
<br />2W (TOP)
<br />-
<br />6 1/4•
<br />12 1/2'
<br />6 1/4-
<br />2w (WIT.y
<br />S•-O'
<br />7-
<br />7-/2•
<br />e•
<br />8'
<br />(rop)
<br />OR
<br />LESS
<br />7 I r
<br />- -
<br />e•
<br />73• -
<br />--
<br />e• _
<br />-- 1J•_
<br />-
<br />JW (BOTTOM)
<br />13'
<br />_
<br />IJ•
<br />IVW
<br />(TOP)>+45.
<br />-45
<br />TO
<br />+75. -73
<br />_
<br />1r
<br />13,
<br />13•--
<br />13"
<br />13•
<br />4W' (BOTTOM)
<br />13•
<br />13•
<br />13'
<br />13'
<br />10"
<br />tW (TOP)
<br />13'
<br />13"
<br />lr
<br />13'
<br />6 +/4•
<br />IN (9a,TOM)
<br />a 1/2•
<br />5 1/2•
<br />6 1/2-
<br />6 1/2-
<br />6 1/2
<br />(TOP)
<br />-
<br />-
<br />6 1/4'
<br />12 1/2-
<br />6 1/4-
<br />12W (SCE.•)
<br />>5•-0'
<br />To
<br />4 I/2•
<br />r
<br />7 1/2'
<br />7 1/2-
<br />-
<br />(TOP)
<br />r
<br />I]•
<br />12'
<br />13,
<br />13-
<br />5 1/2"
<br />(roPj
<br />tY
<br />t3'
<br />t3•
<br />130
<br />TO-
<br />(BOTTOM)
<br />• SEE TABLE /1 FOR MAK A.S.O. DESIGN LORDS k LAX. PANEL LENGTHS WHEN SPACER (eA• SEE TABLE FOR DESIGN LOADS MAX. LENGTHS SPACER IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />TA9_E
<br />/1 e
<br />A.S.D. DESIGN LOAD
<br />MA)0WIUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />B'-B-
<br />> 40 PSF TO 50 PSF
<br />V-2-
<br />> 50 PSF TO 60 PSF
<br />5'-10'
<br />e MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE FQAAILE 10 OR PANEL MATE PLUS
<br />ANCHORS a W/ 1/2. O.C.
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL n
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4'0 TAPCON_ _ .[XL57NG POURED 1/4'/ TAPCDN _ _ STD POURED
<br />ANCHOR • 9' C C�ONNCCRH OR ANCHOR e 9 O C CONCRETE 011
<br />r, COME BLOCK /• � CONCRETE BLOCK
<br />/ REDUNED. REQUIRED.
<br />` ti)
<br />r / /2• 1/4 r
<br />1/4•
<br />C I I 1' Min. I
<br />p I B-SEPARATION- I
<br />1 TO GLASS. 2d1•
<br />E%STNG_ I - -61 RO • tl - - - N 1p
<br />G1A55 1 � / I ErnMRN ao rrTf OD I f I
<br />1 1 � G1A555i� j i 1
<br />111
<br />I I 1 L L* MAIL
<br />PANEMR.. a i LENGTH 6• PAR 1 LENGTH
<br />(SEEELEVATION I I (SEE Q,EVATION
<br />�.. I• let, - I ON SHEET 12) ON SHEET 12)
<br />r--SEPAPATOW
<br />1 T° GLASS - -,T__-
<br />1 I
<br />1
<br />EXSTrG PAIRED ED0 STG POUREQ F0 CO % 1
<br />CONCRETE OR �'� t. CONCRRETE BL
<br />CONCRETE BLOCK /�' f � CONCRETE BLOCK-
<br />REOLNNED. � 1 It >? Ilt REQUIRED.
<br />1 I
<br />1/1'► PANELIM7E PLLI$ 1/4•e PAEIMAD PSV.3
<br />ANCHOW O 12 t/2' O.0REGULAR PANELS
<br />. ����..,��NT1IL•1N10GR.�(8EY0NO)
<br />SEE S EE73 15 ! 16 FOR ANCHORS TYPE a SPACING FOR WALE -' -
<br />ISRANTONS INTO 6000 FAME RRD•C6
<br />M*4" ANCHOR SPACINn Ave MIIWW MCI D6fACE
<br />ARE INDICATED ON THIS SCHEI rOR E.D. LESS THAN
<br />WDICATED W SCIEDLU ROXXX ANCHOR PACING BY
<br />MATIPLYN SPACING, SHOWN W SCHEDULE Of THE
<br />FOUOWNIr FACTORS. FOR THIS GPFAAI'DN TO WE POSSOLL
<br />REDUCCD WhICN oDWn USPIG FACTOR SI.ML NOT BE
<br />TYr�PE Of TH6THNN �SCHEDU E. SINGING HHIDIAIEp FOR EACH Alvan V.+LN eNLA.HT(yy.. yi
<br />AIIL11tMN 1Wt '(`'• _ '/•'• �•�(6TY,..........
<br />arW INMNORwR :: 'vCEN,'':s
<br />MIeRA NA I
<br />Lon SIVIO P OIL) 3 3 = FL
<br />•rsrrrmr hnel.M e1.) 3 3 S owntl nmLro. NC.
<br />SNAKY[W a.,r.M Y OA) 3 3 1/2
<br />ABIN,1� oB on) AOIOR = a'' STATE 0 r
<br />+/r °'6 �%9�c'• 't0R10 • - � L E �r o NO.
<br />---._ - --.. -l-
<br />urnto
<br />T,7_-_-- 011 _-- _ 'F /ONAIEll I'V'ZO'[d 1, aareaO1rMrsa�A
<br />3. olo ,.m .P.N�L.0 AH.. � L3r1 +-IINH�-O4q M,_n
<br />------ 1/ --- ---. _..-- --- CA-am7le
<br />] , _ - Pi 4,I�lWRNTLRC/GNC •.I.TFR A - ..- PL
<br />BUILDING CODE (Non Wall VelocNv Hurricane
<br />BUILDING CODE (Non Hlah Voloeltv Hurr)emte
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 k 5)
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />�;N;
<br />MAXIMUM ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW
<br />tAOPPICABLE
<br />SOCTIONS
<br />I 0
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />�R,)
<br />MIX. AS.D.
<br />DESIGN
<br />PRESSURE
<br />(pTM)
<br />M610MIA1 ANCHORS SPACING FOR MN E.D. PER SCHEDULE BELOW
<br />APPLICABLE
<br />TO
<br />8 1,
<br />OF THEM
<br />PANEL
<br />LENGTH
<br />TAPCON
<br />SOLID -SET
<br />t, LUS
<br />IAMAC-NWT/
<br />GU(-W
<br />TMCON
<br />SOLD -SET
<br />FEMALE 'WQ
<br />P �
<br />PLUS
<br />2MMC-7WLAN
<br />CALK -IN
<br />CO.Im m
<br />BLOCKTO
<br />ro
<br />m
<br />ro
<br />ro
<br />mmmimOF THEM
<br />m
<br />xmcmm
<br />m
<br />CONCREW
<br />10
<br />m
<br />m
<br />m
<br />. 45 OR
<br />I3•
<br />13'
<br />,3'
<br />tr
<br />Ir
<br />Ir
<br />1r
<br />Ir
<br />13•
<br />13-
<br />IV
<br />13•
<br />1 (roP
<br />6OR
<br />LESS
<br />+13� 43
<br />+65. -63
<br />13-
<br />Ir
<br />tT
<br />IV
<br />TV
<br />IV
<br />Tr
<br />tr
<br />Ir
<br />tr
<br />t}"
<br />11 1/r
<br />1 (TOP)
<br />SOR
<br />LESS
<br />Ir
<br />13,
<br />13•
<br />is'
<br />13•
<br />13"
<br />13'
<br />13'
<br />IV
<br />13'
<br />,r
<br />13•
<br />1 (BOTTOM)
<br />13"
<br />1r
<br />13'
<br />13•
<br />Ir
<br />13•
<br />Ir
<br />13'
<br />1r
<br />Ir
<br />1Y
<br />11 1/211
<br />(BOTTOM)
<br />Ir
<br />Ir
<br />13,
<br />13•
<br />13'
<br />Tr
<br />13•
<br />IV
<br />13•
<br />Tr
<br />tr
<br />13'
<br />2 (TOP)
<br />IV
<br />IV
<br />Tr
<br />IV
<br />Ir
<br />IV
<br />1r
<br />it
<br />1r
<br />IV
<br />tr
<br />11 1/2
<br />2 (TOP)
<br />1r
<br />1!•
<br />1Y
<br />t3'
<br />U'
<br />IV
<br />t3'
<br />t!'
<br />13'
<br />11'
<br />tr
<br />13'
<br />2 (BOTTOM)
<br />t3'
<br />tr
<br />U'
<br />tJ'
<br />3
<br />t3'
<br />1 r
<br />IV
<br />1 Y
<br />t]'
<br />1]'
<br />1 1 2
<br />/
<br />2 (BOTTONq
<br />13,
<br />13•
<br />,r
<br />Ir
<br />Ir
<br />13•
<br />tr
<br />1r
<br />13•
<br />13•
<br />13'
<br />13•
<br />3 (top)
<br />13'
<br />13•
<br />IV
<br />I3'
<br />13'
<br />tY
<br />tr
<br />13 .
<br />tr
<br />13'
<br />13•
<br />tt 1/2
<br />J (tOp)
<br />-
<br />-
<br />12 1/2.12
<br />1/2
<br />S ,/4'
<br />6 1/Y
<br />12 1/2
<br />12 I/2
<br />-
<br />-
<br />6 1/4.
<br />6 1/4-
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1/2
<br />12 1/2
<br />6 1/4'
<br />6 1/4'
<br />1Z 1/2
<br />12 1/2
<br />-
<br />-
<br />6 1/a'
<br />1 1/4"
<br />3 (BOTTOM)
<br />8'
<br />6'
<br />B'
<br />„'
<br />6'
<br />6'
<br />e'
<br />6'
<br />n•
<br />8'
<br />a'
<br />7 1/2.
<br />4 (TOP)
<br />8'
<br />S 1/2-
<br />8'
<br />a'
<br />6'
<br />a•
<br />7 1/2'
<br />e"
<br />e'
<br />e•
<br />5•
<br />4 (TOP)
<br />6••„•-
<br />4 (BOTTOM)
<br />e•
<br />-
<br />e'
<br />-
<br />e'
<br />a-
<br />-
<br />e•(BO)tr
<br />1]'13'
<br />13'
<br />Tr
<br />13,
<br />it
<br />IS•
<br />13'
<br />13'
<br />13'
<br />I!'
<br />Ir
<br />13'
<br />13•
<br />IV
<br />13,
<br />5 (TOP)
<br />13,
<br />tr
<br />13•
<br />13•
<br />,r
<br />1r
<br />13'
<br />Tr
<br />tr
<br />13'
<br />11 1/2
<br />t3'
<br />11"
<br />13'
<br />tr
<br />13'
<br />,]•
<br />13•
<br />S (BOTTOM)
<br />tJ'
<br />/Y
<br />13'
<br />t]'
<br />T3'
<br />L10/2-I
<br />Ir
<br />1]'
<br />1r
<br />17•
<br />tY11
<br />t/2
<br />)313"
<br />13"
<br />13'
<br />13'
<br />Ir
<br />13•
<br />13'
<br />13'
<br />6 (TOP)
<br />tr
<br />lY
<br />13'
<br />W
<br />t3'tr
<br />I3•
<br />IJ•
<br />13'
<br />IJ"
<br />I1 1/2
<br />6 (TOP)
<br />_
<br />-
<br />6 1/4'
<br />6 1/4•
<br />6 1/4-
<br />6 1/4-
<br />-
<br />-
<br />-
<br />-
<br />6 1/4'
<br />6 1/4•
<br />6 (BOTT.••
<br />-
<br />-
<br />6 1/4•
<br />6 1/4'
<br />8 1/a'
<br />-
<br />-
<br />-
<br />-
<br />6 1/4'
<br />6 1/4'
<br />6 (fOTT.••)LESS
<br />1r
<br />5•13'
<br />1D t/2
<br />TT
<br />Y
<br />13'
<br />7•
<br />7 1/2
<br />S 1/2
<br />13•
<br />4 1/2'
<br />1 OOP)
<br />>5,-0,
<br />TO
<br />IV-4'
<br />Ir
<br />6•13,
<br />13•
<br />1r
<br />Ir
<br />a 1/2'
<br />0 I/2•
<br />6 1/2•
<br />Tr
<br />S 1/2•
<br />1 (TOP)
<br />>3'-O,
<br />TO
<br />9'-e'
<br />Ir
<br />7"
<br />13'
<br />TV
<br />Tr
<br />9 1/2
<br />t3'
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13'
<br />1 6'
<br />it (BOTTOM)
<br />U'
<br />7 1/r
<br />13'
<br />13,
<br />Ir
<br />10'
<br />Tr
<br />/O'
<br />it"
<br />a'
<br />tr
<br />6 1/2'
<br />1 (BOTTOM)
<br />Ir
<br />S'
<br />13•
<br />10 1/2
<br />13'
<br />1 7•
<br />1V
<br />r
<br />7 1/2
<br />5 1/2
<br />1r
<br />4 1/2.
<br />2 (TOP)
<br />iV
<br />6'
<br />Ir
<br />1 13'
<br />1 tY
<br />8 1/2'
<br />13'
<br />8 1/2'
<br />9 1/2'
<br />6 1/2'
<br />,Y
<br />5 1/2'
<br />12 (TOP)
<br />1r
<br />7-
<br />lY
<br />13-
<br />13•
<br />9 1/2
<br />it
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13•
<br />9 1/2.
<br />2 (BOTTOM)
<br />I,
<br />7 1/r
<br />tr
<br />13'
<br />1 Ir
<br />10'
<br />Ir
<br />10'
<br />11•
<br />1 8'
<br />13'
<br />6 1/2'
<br />2 (9O1TOMj
<br />IV
<br />7-
<br />Ir
<br />IV
<br />13•
<br />9 1/2
<br />lr
<br />0 1/2
<br />10 1/2
<br />7 1/2
<br />13'
<br />5 1/2'
<br />3 (TOP)
<br />13'
<br />7 1/2'
<br />13"
<br />Ir
<br />1 tr
<br />,0'
<br />1Y
<br />Ir
<br />11•
<br />a'
<br />13,
<br />a 1/2'
<br />J ('OP)
<br />-
<br />-
<br />12 1/2
<br />12 1/2
<br />6 1/4.
<br />6 1/4'
<br />12 1/2'
<br />6 1/4
<br />-
<br />-
<br />6 1/4'
<br />5 1/4'
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1/2612
<br />1/2
<br />6 1/4'
<br />6 1/4.
<br />12 1/2
<br />12 1/2
<br />-
<br />-
<br />5 1/4.
<br />6 1/4.
<br />3 (BOTTOM)
<br />7-
<br />jr
<br />B'
<br />5 1/2'
<br />r
<br />3 1/2'
<br />8'
<br />4'
<br />4 1/2
<br />3'
<br />6 1/3
<br />V
<br />4 (TOP)
<br />7 1/2•
<br />r
<br />r
<br />6•
<br />7•
<br />4•
<br />e•
<br />4•
<br />4 1/2'
<br />.3 1/2•
<br />6 1/2'
<br />3•
<br />4 (TOP)
<br />S.
<br />9•
<br />-
<br />8•
<br />8•
<br />-
<br />5 1/2•
<br />-
<br />7 1/2•
<br />4 (90 TOM)
<br />0'
<br />6'
<br />8•
<br />6•
<br />5 ,/2'
<br />7 1/2•
<br />4 (BOTTOM)
<br />IV
<br />7•
<br />13'
<br />13•
<br />13'
<br />9 t/T
<br />13•
<br />9 1/2-
<br />10 1/2
<br />7 1/2•
<br />13•
<br />6•
<br />5 (TOP)
<br />13'
<br />9 1/2•
<br />13'
<br />Ir
<br />13"
<br />'a.
<br />13'
<br />10•
<br />It*
<br />8'
<br />Ir
<br />6 1/2'
<br />5 ('TOP)
<br />Ir
<br />]'
<br />I]'
<br />3'
<br />lr
<br />9 t/2
<br />1]'
<br />9 1/2.
<br />10 1
<br />7 1/2'
<br />Ir
<br />6 1/2
<br />5 (BOT7W)
<br />Ir
<br />a 1/2•
<br />13'
<br />13'
<br />tY
<br />10•
<br />tY
<br />10•
<br />it*
<br />e'
<br />Ir
<br />5 1/2"
<br />5 )BOTTOM)
<br />13'
<br />s•
<br />13'
<br />10 1/2
<br />13'
<br />r
<br />,!•
<br />l'
<br />7 1/2'
<br />S 1/2'
<br />13'
<br />4 1/2'
<br />6 (TOP)
<br />I]'
<br />6•
<br />tr
<br />IV
<br />13'
<br />8 1/2•
<br />13•
<br />8 1/2'
<br />9 1/2'
<br />6 1/2•
<br />Ir
<br />5 1,
<br />5 (TOP)
<br />6 1/4'
<br />6 1/4'
<br />6 1/1•
<br />6 1/4•
<br />8 1/--
<br />6 1/1'
<br />6 (BOTT.-)
<br />6 1/4•
<br />6 1/4-
<br />6 1/4•
<br />6 1/4•
<br />SEE WHEN II FOR ANCHORS TYPE I SPA MG FOR INSIALLA70NS INTO WOOD FAME BUILDINGS.
<br />• IARON &to" SPACINGS AND MINIMUM EDGE OSIANCE ARE INDICATED ON THIS SCHEDULE. FOR E-D.
<br />USIA THAT NOXXTED ON SaEDRE REDUCE ANCHOR SPACING BY W TI LYN SPACING SHORN ON
<br />SCHMLE eY 09 FOLLOWING FACTORS. FOR INS OPERA7OU TO BE "SMALL REDUCED SPACING
<br />OBFARm LINING FACTOR &WU. HW IN LESS THAN IWWNM SPACING IDCATIED IN EACH ANCHOR TYPE
<br />ON Do SCIEARL
<br />1/460
<br />1/41.
<br />t/4•.
<br />1/414
<br />1/4•R
<br />Ile.
<br />ANCHOR TYPE
<br />,FPm1,
<br />Coln-m
<br />F"PLUSrs�
<br />zM.IG-ETHER
<br />au-W
<br />WOMAN ANCHOR SEALING (h)
<br />3
<br />7
<br />3
<br />3
<br />2 1?
<br />J 1/2
<br />4ANBAUM mM A)
<br />3 1?
<br />3
<br />06TARQ PmI emc
<br />3
<br />3 t/2'
<br />] ,?
<br />3 IA
<br />3 ,?
<br />ACRIAL ®Q W VSU
<br />FACTOR
<br />-
<br />-
<br />_
<br />aIN
<br />-
<br />-
<br />-
<br />ON
<br />0
<br />r _
<br />oM
<br />oR-
<br />3s
<br />-
<br />nmImIN
<br />-
<br />40
<br />I=
<br />•• SPAdNGS ONLY VALID WHEN SPACER POTS USED. SEE INKE j1 FOR MAX. A.S.D.
<br />DESIGN LOADS & MVL PANEL LENGTHS WHEN SPACER "IS USED.
<br />7l9 EAL e
<br />ASD. OESIOFI LAID
<br />1N1°'11I PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />V-6'
<br />> 40 PSF TO 50 PSF
<br />W-2-
<br />> 50 PSF TO 60 PSF
<br />V-10-
<br />e MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS B W/ (& SPACER AT 12 1/2. O.C.
<br />FLORIDA BUILDING CODE (Mon 1
<br />- .-_ _"._. _. _. ANCHORS (SEE SECTIONS R ALTEANATNES ON SHEETS 13, 14. 15 A16)-
<br />3• MAIL R-IA/13, R-2A/13, R-3A/14, R-I9/13. R-2111I R-39/14,
<br />D.M.. 20. I" NI I11-1AW/15, R-2AW/15, R-3AW/16. R-LBW/15. R-20W/15. R-30W/16.
<br />O O O O O O O
<br />____-__ _ ..____-___.•_____.__ ------- ___ __-------
<br />__ __ __________
<br />I � I 1�
<br />i I
<br />L/2
<br />- 1/4'I-200" S.S. BOLTS W� i•
<br />(USE FOR PANEL LENGTH MAX
<br />OOVER 7•-„•)
<br />.Z
<br />1. - 1 PAIL LENGTH
<br />� f
<br />REGULAR STORM PANEL REGULAR STORY PANEL - e•-5" a 440.0. -40C
<br />(W/ OVERLAP MID PANEL BOLT)
<br />LIFE SAFETY Si0HR1 PANEL r-V a +50.0, -54A P.J.
<br />(W/o OVERLAP MID PANEL LENGTH BOLT)
<br />i
<br />1/4-0-t200 Y - -
<br />A y i A USE 21-C WIN. PANEL LENGTH
<br />S.
<br />75 W �, .4�.. - _ 1 _ .. _ _ I l AT ALL YO11NrNG5
<br />i
<br />L✓
<br />---------- ._. _____. ------ -------- I. _ _ __. __._____-__ ___T__.___- _------ ._____. _.. ..___.-._ g•
<br />721 NOTCHES AT STUD
<br />_L6C•LnW+ a LIFE SAFETY
<br />C PANEL BOTTOM CORNERS O
<br />D.M..(3). _�
<br />.._.__ •-OVERLAP- -OVERLAP--
<br />orO{ WING NUT AT S WING NUT Al
<br />- r MAR LEFT PANEL ..- _. RIGHT PANEL 3' W%: t INSTALLATIONS ONLY VALID FOR WIND
<br />I' MilkR-tA/13, R-2A/13, R-3A/14. R-1B/13. R-25/13. R-30/14, I' MAL SPEED UP TO 170 m.p.h.
<br />R-IAW/15, R-2AW/15, R-3AW/16. R-LBW/15, R-29W/15, R-39W/16.
<br />ANCHORS (SEE SECTIONS a ALTERNATIVES ON SNEER 13. 14. 15 *16)-
<br />1/4• MAX. CAP
<br />LIFE SAFETY STORM PANEL n ELEVATION (t)
<br />_ SCALE 1/4•.1-
<br />REGUlI1R 2.e67
<br />(MN OVDeAP ., NMOIE WLIEYJ STORY P
<br />____ _ ,--_ ____ _ _ __
<br />_____ PANEL
<br />'O REGULAR �I
<br />STORM PANEL
<br />MAK GAP'
<br />z
<br />LIFE SAFETY PANEL •�; * ,.
<br />* = FLORIDA BUILDING CODE Mon High Velocity Hurricane
<br />,.. F Q Remo WTM et I
<br />PRIOR F.•.�ORIDA .:'F� 21 GAGE GALVANIZED STEEL STORM PANEL ON
<br />�Lya,S/plU•....NG��
<br />SECTION A -A "� I NS. GLOBAL PROTECTION PROMM. LTC. 01/0
<br />4em Lw. 51 SMM
<br />TIFF e. -,a 1.ew. owH•a R�AI� ae L FL 33H. 2D-
<br />SCALE 1/4•.1• 20�G.7 ,I...tWU.n-PAN. M: aW OI- PHIO(: (eN)M-7b45. FALL M34MU-M
<br />INSTALLATION DETAILS
<br />INTO
<br />FOR LIFE SAFETY PANEL
<br />WOOD STRUCTURES
<br />�I II
<br />In
<br />ii
<br />�pOD HEADERi� WOOD HEADER
<br />- WOOD HEADIER
<br />' ICI II
<br />W000 HEADER
<br />UR 16UOE ._� ;I 11EQuRED
<br />I
<br />'' REQUIRED
<br />%
<br />>C
<br />IiEOUREp
<br />w
<br />1/4'I TMCON 1/4Y TAP 11
<br />/ �4.0 TAPCON
<br />`
<br />1 4Y TAPC0IN
<br />ANC/IOR • Y O.C. I AMCIOR O 9' O.C.
<br />' i•� ANCHOR
<br />O R" ox
<br />- OR e 9' O.C.
<br />( '
<br />L
<br />1/4• 1/2• 1/4•
<br />_ I/I'
<br />)/4.
<br />1/2• 1/4•
<br />NISI.
<br />MAX. NMI.it
<br />I MRn. 9 1
<br />YM �.. L
<br />MALL-.
<br />1Rn.
<br />MAX.
<br />1
<br />i O � i /' JINr
<br />� i
<br />i
<br />�
<br />I i�2o1•
<br />R
<br />R
<br />FJUSTI
<br />I , a+F-2pr /, .' I is YRLn r�Ay
<br />wo 6 V i--.t AEA INIIRHF I '1
<br />I eoLn� 1 I ExLSn�u
<br />���
<br />SS R�FStw
<br />♦
<br />i. - Y
<br />R
<br />16 �.�
<br />!" i 1 3 d PERHI
<br />I
<br />G1A55 R _
<br />tl
<br />,,A f I q1 1 r L
<br />i I.
<br />IyAss R f 1
<br />A N aHs� Dt
<br />UNION OWN r-n R'
<br />IT
<br />I
<br />_ ir_ _: _-
<br />a
<br />PANEL LENGTH 11 - l_
<br />- _...._
<br />1
<br />__
<br />Y- ._ _ _ _
<br />- _.L _ _ PA1EI. LENGTH
<br />6'
<br />11
<br />i-.-_
<br />Yo. ;
<br />„ I I
<br />` (� ELEVATION
<br />- ._.
<br />(SEE ELEVATION II I
<br />ON SHEET /2) w�P._ -
<br />7' uo..
<br />PANEL LENGTH
<br />(SEE ELEVATION
<br />N'-
<br />N
<br />e
<br />' (SEE ELEVATION
<br />_. ON SHEET 12)
<br />I
<br />R
<br />ON SHEET 12) fi i
<br />ON SHEET 12)
<br />1
<br />1
<br />1
<br />II WTI
<br />1
<br />TOM
<br />_
<br />' 1 MT). T-
<br />I 1
<br />. EP .-_ ;
<br />TO CLAM I
<br />O
<br />Ij.._-'/
<br />_-L-_
<br />_' _- 'j��
<br />' (J)
<br />gTOPGLASS.
<br />10 L/2 ;--TIOH-.
<br />I
<br />a
<br />1 ,' Min.
<br />10 CtA55.
<br />IIi i
<br />L/2
<br />It T�0 CAA55.
<br />It
<br />4 (� e•
<br />®
<br />B
<br />E0. ..._,. c.. I at,
<br />Co.
<br />L -
<br />1_ �
<br />1 , .0
<br />ITT�Ia Y1ED
<br />-.
<br />t
<br />.. - /� + - ^
<br />r\ 4)
<br />2' 4 WOOD_
<br />PLATE
<br />/•IL1'23 ,/T 0.n Q
<br />t.
<br />1/2
<br />( Ys
<br />_ 7f4'e TAPCON I/4'► TAPCON
<br />�OlRREO �4'0 TAPCW 1".4' WOQD-
<br />-
<br />eon r 1
<br />• IT ,p O.C.
<br />ANCHOR a 9' O.C. ANCHOR a 9. O.C,
<br />STAGGERED W/ STUD I STACGERm W/ SRTD
<br />,'I
<br />ANCHOR
<br />"'
<br />a 9. O.C. PATE
<br />RECURRED
<br />- 1-
<br />-
<br />1�4Y TAPCON
<br />2.4' WOW wow
<br />]
<br />,
<br />ANCHOR O r O t.
<br />PLATE
<br />I"Ouffmo REQUIRED
<br />O LIFE�SAFETY PANEL
<br />WALL MOUNTINGS
<br />WALL
<br />O-�1
<br />MOUNTINGS
<br />Ei'-AY�AN�L
<br />SCALE 3/8•1'
<br />A. T1wT
<br />SLUE 3/8-1'
<br />Nl
<br />�Q
<br />LENS '' ✓,y
<br />FLORIDA BUILDING CODE
<br />Mon High Velocity Nu can* Zone
<br />' 44161 i 1
<br />mom p us INC.
<br />N'''
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />1. INSTALLATION ARE ONLY VALID FOR A.S.O. DESIGN
<br />PRESSURE RATINGS (p..J) AND PANEL LENGTHS AS
<br />_
<br />* : * _ * "�-�Tl�TE-C
<br />DRINK or
<br />GLOBAL PROTECTION TS LLC•
<br />PER ELEVATION ON SHE�ETT IL
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />q STATE 01
<br />9'• F F i.!✓ZCI
<br />Of' t %ID
<br />,
<br />5 sour
<br />ANr 4em s.•. sl m¢T
<br />New_ 2 XOI.
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC
<br />., r;,,
<br />'
<br />o >r a r Nr RIr arrr. n aIr
<br />� ^I-`M'
<br />P"1'E <ta'7w-76.9,
<br />-1
<br />rA: (954)M-97NJ 20-175
<br />DENSITY OF 0.55 OR ECTUAL
<br />S/
<br />Y,�,'
<br />oA-O s
<br />41. IwrH.
<br />!mt.! Ir OMe NCRULE,Nr'
<br />'L4W.R
<br />.VLIDI A R, i. PE
<br />1
<br />BEET t7 O M
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (r3.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL T INSTALLATIONS INTO CONCRETE a CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 B 5)
<br />MAIL A.S.D.
<br />DESIGN
<br />PRESSURE
<br />MAXNUM ANCHORS SPACING FOR WIN EA. PER SCHEDULE Dam
<br />APPLICABLE
<br />:
<br />COMBINOF ATION
<br />M1NWlN
<br />IENQIM
<br />(R.)
<br />MAX. AS.D.
<br />PRESSURE
<br />L64XwR1Y ANCHORS SPACING FOR IIIN EA PER SC/EDUIE nEIOWTO
<br />APPUC/iBLE
<br />8 ANY
<br />O �1,ON
<br />1.ENC1H
<br />�tE1
<br />TNWN
<br />SOIX>-SET
<br />FENALE %
<br />�
<br />lE
<br />ZAtMC-W"
<br />CA X-NNRATING
<br />TAPCON
<br />SCUD -SET
<br />h
<br />7,NMC-WVLN
<br />GWL-N
<br />m
<br />m
<br />m
<br />m
<br />ro
<br />m
<br />m
<br />m
<br />m
<br />m
<br />To
<br />m
<br />>.w -85
<br />♦75. -75
<br />13•
<br />11'
<br />13"
<br />t3'
<br />tJ•
<br />13•
<br />t3•
<br />tr
<br />Ir
<br />72'
<br />7T
<br />10'
<br />T )
<br />V-6,
<br />OR
<br />LESS
<br />-75
<br />+75.
<br />+/1A-119A
<br />tr
<br />5'
<br />13'
<br />tO ,
<br />t3'
<br />6 1 /2•
<br />13'
<br />1
<br />6 /2
<br />1'
<br />7 /2
<br />S 1/Y
<br />13'
<br />4 1/2'
<br />1 TOP
<br />W-6,
<br />OR
<br />L�
<br />Ir
<br />it'
<br />13•
<br />/r
<br />1Y
<br />Ir
<br />IV
<br />Ir
<br />Ir
<br />12•
<br />Ir
<br />10•
<br />, (BOTTOM)
<br />13'
<br />6 I/r
<br />13'
<br />13'
<br />13'
<br />9'
<br />IV
<br />9•
<br />10•
<br />7 1/2'
<br />,r
<br />6'
<br />1 (BOTTOM)
<br />Ir
<br />11•
<br />1r
<br />TV
<br />Ir
<br />Ir
<br />13'
<br />13'
<br />tr
<br />12•
<br />13•
<br />t0'
<br />2 (TOP)
<br />Ir
<br />5'
<br />13'
<br />10 1/2
<br />,r
<br />0 1/2'
<br />,r
<br />6 1/2-
<br />7 1/2•
<br />5 1/2-
<br />1r
<br />4 1/2'
<br />2 (TOP)
<br />13'
<br />tt•
<br />13'
<br />tl'
<br />11'
<br />13"
<br />Ir
<br />,T
<br />1J'
<br />12
<br />tr
<br />10
<br />2 (BOTTOM)
<br />1T
<br />T
<br />13'
<br />13'
<br />Ir
<br />f 1/2'
<br />t3•
<br />9 I/2'
<br />10 1/Y
<br />7 ,/2'
<br />13•
<br />s 1/2"
<br />12 LTOTTOM)
<br />1r
<br />11•
<br />lr
<br />TV
<br />13'
<br />1V
<br />Ir
<br />1r
<br />Ir
<br />12•
<br />tr
<br />To'
<br />3 (TOP)
<br />Ir
<br />7'
<br />13•
<br />13'
<br />Ir
<br />9 1/r
<br />IV
<br />9 1/2'
<br />t0 1/2.
<br />7 1/2"
<br />IV
<br />6•
<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 />5 1/4'
<br />3 (BOTTOM)
<br />-
<br />-
<br />2 1/I'12
<br />1/2
<br />a 1/4.
<br />6 1/4'
<br />2 1/2.
<br />6 1/4-
<br />-
<br />-
<br />6 1/4.
<br />5 1/4'
<br />3 (BOTTOM)
<br />5'
<br />S'
<br />r
<br />r
<br />6•
<br />6-
<br />6'
<br />6 1/2'
<br />r
<br />S'
<br />6'
<br />a 1/2.
<br />4 (TOP)
<br />7`
<br />3"
<br />6'
<br />a t/2'
<br />7•
<br />] 1/2'
<br />{'
<br />4 ,/2'
<br />3•
<br />6 1/Y
<br />2 1/2'
<br />4 (TOP)
<br />_e•
<br />13'
<br />-
<br />8•
<br />_
<br />-
<br />8•
<br />-
<br />a'
<br />B'
<br />S.
<br />-
<br />4 (BOTTOM)
<br />B.
<br />-
<br />6 +/2-
<br />-
<br />e•
<br />-
<br />_6'
<br />n'
<br />-
<br />s ,n'
<br />-
<br />r
<br />-
<br />-(BOTTOM)
<br />1,'
<br />tY
<br />1J•
<br />TV
<br />13'
<br />1]'
<br />tr
<br />1]'
<br />12'
<br />17"
<br />,0'
<br />S (TOP)
<br />1!"
<br />6 t/T'
<br />13'
<br />it
<br />1J'
<br />1'
<br />13'
<br />_
<br />9'
<br />10•
<br />7 t/x'
<br />,3'
<br />b'
<br />S (TOP)
<br />1r
<br />11'
<br />17'
<br />tS-
<br />tr
<br />,]•
<br />13'
<br />13'
<br />Ir
<br />1 12'
<br />13•
<br />10'
<br />5 (WIT061)
<br />lr
<br />7'
<br />13•
<br />13•
<br />tr
<br />9 1/2-
<br />,r
<br />f 1/2'
<br />10 1/2'
<br />7 1/2'
<br />tr
<br />6•
<br />5 (BOTTOM)
<br />Ir
<br />11-
<br />IV
<br />tr
<br />T3'
<br />Ir
<br />tr
<br />1!'
<br />1J'
<br />,2'
<br />1]'
<br />10'
<br />6 (/l�op)�
<br />tr
<br />s'
<br />tY
<br />10 t/2
<br />13•
<br />6-1/2'
<br />13"
<br />6 1/2'
<br />7 1/2'
<br />S 1/2'
<br />13'
<br />4 ,/2.
<br />6 (TOP)
<br />-_
<br />- _
<br />6 1/4-
<br />6 1/4-
<br />6 1/4'
<br />8 Ile
<br />-
<br />-
<br />-
<br />-
<br />6 1/4•
<br />9 I/4•
<br />6 (WIT.-)
<br />_
<br />-
<br />5 1/4-
<br />5 1/4-
<br />6 1/4'
<br />6 1/4-
<br />6 1/4-
<br />6 1/4•
<br />-
<br />-
<br />! 1/4'
<br />9 t/4•
<br />6 (B° TT.'•)
<br />13'
<br />7 1/2•
<br />13'
<br />TV
<br />13'
<br />1V
<br />Ir
<br />to'
<br />it'
<br />5'
<br />13'
<br />6 1/2.
<br />1 )
<br />>5.-S.
<br />ro
<br />e-a
<br />/r
<br />51
<br />13'
<br />10 1/2
<br />13'
<br />6 t/2•
<br />I
<br />6 1/2'
<br />7 1/2•
<br />a t/r
<br />Ir
<br />4 1/2'
<br />I (TOP)
<br />>W-r
<br />TO
<br />7-a'
<br />13'
<br />7 1/r
<br />lr
<br />I tY
<br />13•
<br />10 t/2
<br />tr
<br />10 1/2
<br />11 1/2-
<br />8-
<br />13"
<br />7•
<br />1 (BOTTOM)
<br />,r
<br />6 1/2'
<br />Ir
<br />13•
<br />13'
<br />11•
<br />Ir
<br />9'
<br />10'
<br />7 1/r
<br />13"
<br />r
<br />1 (BOTTOM)
<br />13'
<br />17 1/r
<br />I 13•
<br />1 IV
<br />13'
<br />10'
<br />IV
<br />10•
<br />it'
<br />6•
<br />13'
<br />6 1/2'
<br />2 (TOP)
<br />1r
<br />5•
<br />13'
<br />10 1/2
<br />TY
<br />0 1/2'
<br />tr
<br />6 1/2'
<br />7 1/2-
<br />5 1/2-
<br />13•
<br />4 1/2'
<br />2 (TOP)
<br />13'
<br />17 1/2'1
<br />1r
<br />i Ir
<br />13'
<br />110 ,/2
<br />13'
<br />10 1/2
<br />11 1/2"
<br />8•
<br />IS'
<br />7'
<br />2 (BOTTOM)
<br />Ir
<br />7•
<br />Ir
<br />13•
<br />Tr
<br />9 1/2-1
<br />Ir
<br />9 I/r
<br />110 1/2-
<br />7 1/2-
<br />Ir
<br />6 1/2-
<br />2 (BOTTOM)
<br />1r
<br />17 1/2'
<br />13'
<br />TV
<br />Ir
<br />10 1/2
<br />13'
<br />10 1/2
<br />11 1/2'
<br />e'
<br />13'
<br />r
<br />3 (TOP)
<br />Ir
<br />7'13•
<br />IT
<br />Ir
<br />0 1/2'
<br />13"
<br />9 1/2.
<br />10 1/2'
<br />7 1/2'
<br />13'
<br />r
<br />3 (TOP)
<br />-
<br />-
<br />12 1/2'12
<br />1/2
<br />6 1/4-
<br />6 1/4.
<br />12 1/2.
<br />6 1/4'
<br />-
<br />-
<br />6 1/4•
<br />6 1/4'
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1/2
<br />12 1/
<br />6 1/4-
<br />6 1/4'
<br />12 1/2.
<br />6 1/4'
<br />-
<br />-
<br />6 1/4•
<br />6 1/4'
<br />] (BOTTOM)
<br />7 1/2-
<br />6•
<br />e-
<br />7 1/2-
<br />4•
<br />e-
<br />! 1/2-
<br />r
<br />Y
<br />4 (TOP)
<br />7•r
<br />6-
<br />S 1/2'
<br />7-
<br />3 t/2'
<br />C
<br />{'
<br />4 1/2-
<br />Y
<br />6 1/2"
<br />2 //r
<br />4(TOP)
<br />1.
<br />-
<br />8•-
<br />4 (BOTTOM)
<br />1•5
<br />1/2"
<br />-
<br />6'
<br />-
<br />111
<br />-
<br />5 1/2'
<br />-
<br />r
<br />-
<br />4 (00n04)Ir
<br />13'
<br />lr
<br />1V
<br />10 t/2
<br />Ir
<br />11/2-5-
<br />a'13'
<br />7•
<br />5 (TOP)
<br />tJ'
<br />5 1/2-
<br />13'
<br />IrIr
<br />1•Ir
<br />9'lo-
<br />7 1/2-13'
<br />dt/2-
<br />13•
<br />,r
<br />I]'
<br />10 1/2
<br />13'
<br />6'
<br />I3'
<br />T
<br />5 (BOT7dl)
<br />ts'
<br />r
<br />13•
<br />13'
<br />13"
<br />9 1/2•
<br />13'
<br />9 t/2'10
<br />1/2IV
<br />13'
<br />13•
<br />IV
<br />10 1/2'
<br />13•
<br />a'
<br />13
<br />Y
<br />6 (TOP)
<br />13'
<br />S•
<br />1]'
<br />13'
<br />a 1/2'
<br />13'
<br />6 l/2'
<br />7 1/2•�5
<br />1/2-
<br />13'
<br />a 1/2.
<br />6 (TOP)
<br />6 1/4•
<br />6 1/4•
<br />B 1/.•
<br />6 1/a-
<br />6 1/4'
<br />fi t/4•
<br />6 (BDTT.••)
<br />6 1/4'
<br />6 1/4'
<br />6 1/4'
<br />6, 4•
<br />6
<br />SEE SHEET II FOR ANCHORS ITT • SPIKING Foe 96VM Tg INTO WOOD PMM eIADINW.
<br />• HNNN ANCHOR SP c w AID .."MUM Cox a6TANCE ARE . TED aN THIS 9a11316lE FOR E.D
<br />LESS THAN NONATED ONMULTIPLYINGIO DUE REDUCE ANCHOR SPALI S BY MULTIPLYSPACING DM ON
<br />SCHEDULE BY THE FOUDRINO FACYCIOL FOR THIS OPIXOTOW TO BE POSSIBLE. RMICED VaC Mri
<br />OBRMNm USING rATOR SNAL NOT BE LESS 71HR M SPACING NXII FOR EACH ANCHOR TYPE
<br />W TINS SCFEDIAL
<br />t/Y�
<br />t/4i
<br />I/�•R--
<br />1/Pe
<br />ANCHOR TYPE
<br />-'(41 -
<br />WPOON
<br />__tH"�
<br />BDLAIT
<br />•
<br />^" 'I
<br />PUM
<br />--
<br />TANMFIMIIN
<br />a6x-E
<br />UNIM ANCHOR W'Aoc (a)
<br />3
<br />3
<br />H
<br />3
<br />2 ,?
<br />2 1/2
<br />M9[ W
<br />3
<br />3I?
<br />r
<br />3
<br />31?
<br />3
<br />QNNYA.M
<br />INRANEi SUM) _EaN
<br />3
<br />31/r
<br />31?
<br />31/2
<br />31?
<br />ACRRL WK MWM
<br />FACTOR
<br />11/r
<br />0a9
<br />-
<br />-
<br />-
<br />-
<br />7---
<br />2 'Ir
<br />a1
<br />Cie
<br />-
<br />0.60
<br />r_cm
<br />3 1
<br />-
<br />".a
<br />13q
<br />-
<br />,Jb
<br />,DID
<br />'• SPAGNGS ONLY VALID WHEN SPACER 6 USED. SEE T 1 FOR MAX. A.S.D.
<br />DESIGN LOADS k MAX. PATH LENGTHS WHRI SPACER IS USED.
<br />1/4.0 7APCON �NCTEIEp�� ANCHOR 9 9 OC, OR
<br />CONCRETE BLOCK(
<br />%. CONCRETE BLOCK
<br />BKLJ1
<br />e
<br />A.S.D. DESIGN LOAD
<br />MV IMIMt 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 />e MAX. PANEL LENGTHS ARE 0145.Y VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS k W/ SPACER AT 12 1/2. O.C.
<br />FLORIDA BUILDING CODE (Nor
<br />INSTALLATION DETAILS
<br />INTO POURED CONCRETE
<br />1/4.0 TAPCW_ __- 1QiING POURED
<br />ANCHOR a f' O.C. CONCRETE OR
<br />FOR LIFE SAFETY PANEL Ct�
<br />OR CONCRETE BLOCK STRUCTURES
<br />1/4•0 TAPCON.. _. ExISTI1G POURED
<br />OR
<br />1/4.0 TAPCON i)DS POURED
<br />CONCRETE BLOCK
<br />REQUIRED.
<br />ANCHOR • 9' O.C. l`ANCPETE
<br />CONCRETE BLOCK
<br />REOUIREO.
<br />ANCHOR O 9 O.C. OR
<br />CONCRETE BLOCK
<br />REQUIRED.
<br />-
<br />E D�j I -_- ED41/0
<br />I
<br />i I II 1 MN. 1
<br />01
<br />A 1 „--SET,ARATON 1
<br />II �i0�ln�w�py� E TO GLASS.♦ .1 -Zs. lDlnw
<br />IT
<br />u Y i LDLTN OWN ram) 1
<br />n r 1 I
<br />I 1' IMo.. Y �! 1 f 1• .NIL
<br />P H
<br />1 ( ANEL LENGTH 6' PANEL LENGTH
<br />R '
<br />(SEE ELEVATION 6 I ] (SEE ELEVATION
<br />0 I• Min, I ON SHEET 12) 1 I -- I ON SHEET 12)
<br />R--SEPARA710N__ I 1 __ t_
<br />R TO GLASS. _
<br />It
<br />1
<br />LD• � 1 LID.• �,r I 1��
<br />1 •avr -7 1 euvrw
<br />1 / I all
<br />3/4
<br />_ _1/4'0 TAPCON / - 1/4-0 TAPCON�
<br />ANCHOR a 9' O.C. ANCHOR a 9' O.C.
<br />OOSTI4G POURED CONCRETE OR EXSTTG POURED CONCRETE OR
<br />CONCRETE BLOCK REQUIRED. ,....CONCRETE BLDCx RECUNED.
<br />SECON R-1A
<br />A REGTIULAR PANELS O LI PANEL
<br />WALL MOUNTINGS
<br />SCALE 3/8-1-
<br />SEE WHOM Is R t9 MR ANCHORS
<br />ANCHOR "I9
<br />r.
<br />TYPE a SPACINGFOR NSILAUATOTS Nno
<br />WmN
<br />1WIBeN Non IIeMAO (>N
<br />3
<br />wow ream BDRDBG6.
<br />MINIMUMANCHOR SPACINGS ND MIMRY
<br />•gwrrYgr4 ONrw. 0.)
<br />3
<br />ED" DISTANCE AM INOIO1Tm W TH6
<br />SO4MULF FOR EIM LASS 71AN Rp EQ
<br />0.SCIWAE REDUCE ANCHOR SPACING
<br />s7AIFn W hINI.1H Bltl 0V
<br />]
<br />BY MULTIPLYING SPACING SHOW ON
<br />SCIEDUL[ BY THE FOLLOWING FACTORS.
<br />AORBt it 491Q (LED.)
<br />rADN11
<br />1 1/2'
<br />4D
<br />FOR THIS OPERATION TO BE POSSIBLE.
<br />REDUCED SPAN OBTAINED USING
<br />FACTOR SHILL MOT BE LESS THAN
<br />2 1/2*_
<br />Met
<br />meellm SPACING •OKATLD FOR EACH
<br />ANCHOR TYPE W INS SCHEDULE
<br />3 t -
<br />r-
<br />E.D
<br />I 1 1
<br />Q/SS 1-- TSEPM
<br />e
<br />N 5
<br />9
<br />v
<br />I
<br />p
<br />i 'L" MAX
<br />PANEL LENGTH q
<br />(SEE ELEVATION It
<br />ON WEFT 12) 11
<br />„
<br />n
<br />Y_-
<br />B--
<br />./2 i.-::, i
<br />E.O.o
<br />i
<br />ON
<br />S5.
<br />I
<br />-
<br />is eER w
<br />1
<br />1
<br />1
<br />;
<br />'
<br />'L' MAX.
<br />-
<br />I
<br />6' PANEL LENGTH
<br />I
<br />(SEE ELEVATION
<br />ON SHEET 12)
<br />I
<br />-
<br />-_
<br />T-
<br />1
<br />-
<br />lll'�
<br />1
<br />6•
<br />t E0 l ' ` -•r 4•
<br />eaR w
<br />�
<br />EQ 1 ••r ••
<br />1 -� Iol�io Ms.
<br />�!g • 2 ,hhh``` a.G.
<br />� ' i ii T•j�2•B6ox
<br />_. 1/4-f TAPCON
<br />--_I/4-0 TAPCON
<br />ANCHOR a 9. O.C.
<br />ANCHOR a 9' O.C.
<br />EMSTING POURED CONCRETE OR
<br />TN POURED CONCRETE OR
<br />_
<br />CONCRETE BLOC( RECURRED.--
<br />_EX1SG
<br />CONCRETE BLOCK REOIARED.
<br />WALL MOUNTINGS
<br />N11FII1Fn.,_ SCALE 3/0.1•
<br />CODE
<br />INSTALLATION DETAILS FOR UFE SAFETY PANEL(l)
<br />INTO WOOD STRUCTURES
<br />� Lk li HEADER _ _ _ • _ -
<br />/ ,I OUIRED __ � R(DEAOER
<br />j I 1 1.0 TAPCO/J "4'0 TAPGON
<br />e 9' O.G ' I... INCHIOR a S.O.C.
<br />r I
<br />J
<br />I I
<br />I
<br />1 O L '
<br />1 lO
<br />EXKTIHFe.„ I 1/41. �. ,. -�.,.1 n e01i5
<br />u
<br />ILI
<br />R •
<br />WILTS
<br />I 1
<br />ES'STp 1
<br />Fro
<br />X I LDaRN NLR T•P) n
<br />MAX,
<br />6• PANEL LENGTH
<br />ll SEE ELEVATION
<br />II I (SEE ELEVATION I I
<br />1 ON SHEET 12)
<br />ON SHEET 12) i
<br />1 -
<br />n ;
<br />„
<br />-
<br />TO GLASS. ; O
<br />„ W-SEPARATION
<br />1 1 o GLwss. i „-
<br />L/2--1@
<br />1.
<br />t
<br />/
<br />E0. 1 e E ur IN, Ea. I It W T? aC
<br />' I
<br />1
<br />EO 1 _ . -..I EO
<br />WOAD I I� 2'x4' WOOD
<br />PLATE PATE
<br />REQUIRED . II ? _ 1/4.0 PANDMATE PLUS REQUIRED 1/4'0 PANFLNATE PLUS
<br />_ ANCHOR O 12 1/2" O.C. ANCHOR a 12 ,/2' O.C.
<br />O REGULARS O t1JJ�E SAF-�Y ANFL
<br />1 4NUn,A
<br />WALL MOUNTINGS
<br />SCALE 3/8. 1' ,aY, EN ' �✓,9
<br />N0.44161 FLORIDA BUILDING CODE Non ITT h Velocity Hurricane Zone
<br />11�5: 1 # �• tt s wlao nroCO 9C Fes'
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />/. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O. Z STATE OF �'rv� .. ONINN, r
<br />DESIGN PRESSURE RATINGS (p.s.T) AND ?AHEM %y0 • F( _ m/n/Na
<br />LENGTHS AS PER ELEVATION ON SHEET 12. 4 F OR "`-_ " EC Q ENC GLOBAL PROTECTION PRODUCTS. ilC. CARE
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD 1iyA S/ON AI F•�Y-7, "�L(J TwLT RWTND • ANY 4em L.. 51 STREET
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC AANN.000, C n"..'r a r 4r ,.�MN N, uFlr'r lY 7 M FM ( 20-175
<br />I.m �r-4M��PNN M- q4L (M4)IIM-76«. rAl (IN)1M�7I)
<br />oEtasrn OF D.sS OR EOLLA. ,.>.,. aAw.6 N.
<br />Or•OOaS71N
<br />PE. 9FiLL/fNiATME/G1S pL1ER A TINT h.,1 PE Y,tIM
<br />NeN¢r 11 0< HI
<br />W
<br />0
<br />s`
<br />0
<br />.�
<br />O
<br />a
<br />Q-
<br />Cu
<br />-0
<br />a'
<br />.CM
<br />U
<br />C
<br />0
<br />'i
<br />C
<br />Q
<br />N
<br />Cu
<br />0
<br />�
<br />LL
<br />4-
<br />O
<br />CU
<br />;>•�
<br />'^III
<br />�0
<br />V
<br />E
<br />Q�
<br />/0
<br />i
<br />Cn
<br />Cu
<br />.-
<br />��`.H//�Ov�
<br />v!
<br />Q
<br />CV
<br />tV
<br />_O
<br />Z
<br />U
<br />C
<br />0
<br />0)
<br />_ 3
<br />Q
<br />L.L
<br />a �
<br />U)
<br />CD
<br />C
<br />co
<br />U
<br />BI �
<br />CW
<br />G
<br />Q
<br />Z
<br />Q
<br />J
<br />SHEET NO.
<br />SH 1.4
<br />
|