|
At I I II I I I fill II 1
<br />END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE.
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE
<br />SAFETY do E-Z HANG STORM PANEL (1) SYSTEMS
<br />VALES H r-4' WOOD FRAME r 1. )• . D93' 31a5 HM OR !:
<br />ecGLE ALw/ can. A3/1
<br />r Mat•'1 4 dC _ REQUIRED ANGLE WITH ,/{Y . , 3/4'110 s
<br />1
<br />1 � 7APCON • 12' O.C.
<br />- 2 I/2-
<br />Wax OA Y.4' Ew000RNC - PMED WNCRETC _ S I 1 1/+'r . 1 3/4' TMOOY •
<br />REOVAD CONCRETE aIACK al E L AWHOR O 12' OZ -. 2 1/1_
<br />�y%I Xz...:\
<br />2•e4" MOW n6WE I (!R® `n nY! PYNE2
<br />• G
<br />CHI ANNa ,; ,�� 1 I IEIRYTE tE0 LOGTON !�'
<br />Mqn APCON ANClOR
<br />r wro
<br />Ir I r . ..s _.:
<br />• O.C. LES VA2' . s' ..055• CPR.
<br />t I) 5* WCBS e 97< L 1• I AWY. ANGLE OR
<br />YI• 1 060. 3105-N 16• SHED Pa%D CONCRETE. CONCRETE
<br />1 - - I_ rRAC> METAL AUL BEM PLATE BLOCK ON 2•.e MOOD FRAME
<br />-`1
<br />2' x 4• X .,25' REOURED
<br />3105- 14 OR ;y.. 1- Ctw ;
<br />1/2' C 1
<br />To ALLO,2
<br />W°GYT ALUM. ANGLE 1 Mn.
<br />_----------=°r---- J wl/4GAP
<br />1/4' • BOLT e . e - .072•
<br />e 12. Tic 3105-1114 OR 60413-14 Nl°v
<br />W/,MCKNUT C•", Mum. ANGLE
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />SCALE 1/4•-1- SCALE 1/a•-I' SCALE 1/4•-1• SCALE 1/4•-1-
<br />SLID -AT OR CAN -
<br />OR ¢CO PAME1MATE
<br />1
<br />1 OR CONCRETE BLOCK 70P."w°Dna ORP�M4ILATOE Y°5 (yE
<br />1.5x :• PWRED cOMCRITE - \:. S 1 1 �J O •® OR r.4• w000 Saes a OPOONG SCHEDULE a+ MEflS B,
<br />(WH PANEL ' ` canuEtE BLOCK 9L - �,` S „1 O �/ FRAME REWIRED AS APPLICABLE to 6 11)
<br />OVERLAP BEYOND , 2•.4' WOOD FRAME �., 1±+J
<br />- OPENING WIDTH) �.- IIQLCED LONgifTE. OONORpE REDIIRED IL/}_ �,., 1`.t` �\
<br />FLOCK OR YN' MOOD FINE " \ \ �y
<br />TJ%4' Nov.
<br />REOLIIRFD j:\ ''^� 31
<br />I I
<br />-.1 VARIES-- v '© OR® --0
<br />--- (I)SENT W/ NK110LFD FROM a
<br />FLAT
<br />S' Nut I RANI (MEVFRFtACUT�)TO
<br />X - B.O. DISTANCE -,- -- I tntK
<br />O 1
<br />:
<br />-J n•NAHNI CASE G (PLAN)
<br />�/
<br />�
<br />•-tF1� 4�ioP t�� f-s� SCALE
<br />4 u o VALID FOR DIREtt MOIA4T INSTALLATION ONLY h
<br />'
<br />g s ' \GEMS :✓9RY
<br />F Iz CERTIFIED PANEL INSTALLATION AT WALLS W/
<br />2
<br />_ .• N0. 44167 f SURFACE LEVEL VARIATIONS WITHIN 3/4-
<br />>: * * c * ? FLORIDA BUILDING CODE Non High Velocity Hurricane Zone
<br />CASE E (PLAN) CASE F (PLAN) 24 GAGE GALVANIZED STEEL STORY PANEL awA's
<br />�
<br />LORP
<br />•, �'`• •-��•
<br />SCALE 1/4--I' SCALE 1/4--t- IO
<br />F!DUE
<br />GLOBAL PROTECTION PRODUS. LLC.
<br />gN4WTICITwOr6 OWkILDWO COMPANY 44100 SR. S,STOW
<br />a'FN. 11- Fu3311IN1NAT�uNmetmIN, 20-175
<br />(W)6-766Fu:
<br />DRWatO NH
<br />AE SEA4/OGELUYNEOMT[ fA-OOOfiR r
<br />aLTG A Tun Jr- ri AN r-�w am6 a IN
<br />N, 7
<br />MAXIMUM A.S.D, DESIGN PRESSURE RATING B f) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL n INSTALLATIONS INTO WOOD STRUCTURES
<br />(VALID ONLY FOR PANEL iQINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7)
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />RAC
<br />MAXIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 & 7
<br />APPLICABLE
<br />TO
<br />OF THEY
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />(R-)
<br />TAPCON
<br />Lm SCREW
<br />LYATE
<br />FEYNE D
<br />FEMALE
<br />PA PLUS E
<br />P1i15
<br />WOOD ausHING
<br />13'
<br />13'
<br />13'
<br />13"
<br />1J•
<br />ITT (TOP)
<br />13'
<br />13'
<br />13•
<br />13'
<br />13•
<br />Iw (BOTTOM)
<br />6 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 />6 Ile
<br />--
<br />(BON')
<br />S-O'
<br />-- a.
<br />a. '-
<br />_a.
<br />- 6.
<br />_
<br />(TOP)�
<br />e_
<br />e•
<br />e•
<br />e
<br />_ _
<br />(BonaM)
<br />OR LESS
<br />tr
<br />1r
<br />tr
<br />13"
<br />8 1/2-
<br />N (TOP)
<br />6 1/2•
<br />6 1/2-
<br />6 1/2•
<br />6 1/2•
<br />6 1/2'
<br />R (TOP)
<br />a 1/4'
<br />12 1/2'
<br />1 6 1/4•
<br />2w (BOTT.•)
<br />>6'-0-
<br />4 1/2-
<br />a
<br />5 I/2-
<br />GDP)
<br />U.-4'
<br />4 1/2-
<br />4 1/2'
<br />7•
<br />T
<br />-
<br />]w iBDt7oM)
<br />TD 1/2•
<br />9 1/2'
<br />12'
<br />12'
<br />1 4•
<br />(TOP)
<br />13'
<br />Ir
<br />13-
<br />I]'
<br />6 1/2"
<br />14W (BOTTOM)
<br />• SEE TABLE ji FOR MAX. A.S.D. DESIGN LOWS & MAX. PANEL. LENGTHS WHEN SPACER 0 IS
<br />USED. CORRESPONDING ONLY TO ALTUMTE 2W ON SHEET 6
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />RATINAGTAPCON
<br />(D.W.I.)
<br />MAAKIMUM ANCHORS SPACING FOR ED. - AS SHOWN ON SHEETS 6 & 7
<br />APPLICABLE
<br />TO
<br />I & ANY
<br />KTION
<br />MAgRAR,I
<br />PANEL
<br />LENGTH
<br />L'
<br />(H )
<br />LAC SCREW
<br />PANELIATE
<br />FEMALE D
<br />PANEUATF
<br />PLUS
<br />WOOD
<br />lY
<br />13•
<br />13"
<br />tr
<br />13'
<br />tw
<br />13•
<br />13,
<br />13•
<br />tr
<br />a.
<br />1W (BOTTOM)
<br />6 1/2•
<br />a 1/2'
<br />6 1/2•
<br />6 1/2-
<br />8 1/2•
<br />2w (�W�)
<br />-
<br />-
<br />6 1/4•
<br />12 1/2"
<br />6 1/4'
<br />2W MOTT.-)
<br />S'-0'
<br />1._7
<br />112.
<br />a.
<br />a.-
<br />---
<br />(TOP)
<br />L�
<br />/
<br />6^
<br />3M O>DGDw)
<br />+45. -45
<br />TTO
<br />.-7s
<br />13•
<br />lY
<br />Ir --
<br />13• _ _
<br />- Ir
<br />IY
<br />AIR (FOP)
<br />13•
<br />_-_..13•
<br />13• _-
<br />13•
<br />4W (BOTTOM)
<br />13"
<br />13•
<br />,T
<br />,r
<br />to*
<br />Ite OG)P7s
<br />13'
<br />1]•
<br />13•
<br />13'
<br />6 1/4•
<br />1w (mTraf)
<br />6 1/2•
<br />6 1/2"
<br />6 I/2-
<br />6 1/2•
<br />6 1/2'
<br />FW (TOP)
<br />-
<br />6 1/4•
<br />12 1/2'
<br />6 1/4
<br />2W (19te0TT.•)
<br />>5'-0-
<br />TO
<br />4 1/2•
<br />7 1/2•
<br />7 1/2'
<br />-
<br />I`•Ap)
<br />7
<br />5'
<br />_5•
<br />5 1/2•
<br />a•
<br />e_
<br />-
<br />SIN (BOTTOM)
<br />U-
<br />12-
<br />1Y
<br />13•
<br />5 1/2'
<br />4W (TOP)
<br />13'
<br />1 13-
<br />1 Ir
<br />13'
<br />to'
<br />W (BOT1aM)
<br />• SEE TABLE 01 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />TALE N}7 A
<br />A.U. DESIGN LOW
<br />i/AlINI/M PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-8.
<br />> 40 PSF TO 50 PSF
<br />V-2-
<br />> 50 PSF TO 60 PSF
<br />V-10'
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATE FpA0kLE ID OR PANEL MATE PLUS
<br />ANC14ORS & w/ sPQF'LONNArI 1/2. O.C.
<br />1/4"0 TAPCON_
<br />INSTALLATION DETAILS
<br />INTO POURED CONCRETE
<br />FOR LIFE SAFETY PANEL
<br />n
<br />OR CONCRETE BLOCK STRUCTURES
<br />1/4.0 TAPCOM__
<br />�EPOURED
<br />-
<br />ANCHOR • 9' O C
<br />�POUpED OR
<br />ANCHOR 0 9 CZ
<br />�fy
<br />CONCRETE BLOCK
<br />,; :•
<br />CONCRETE BLOCK
<br />ii
<br />V
<br />1
<br />ED.• �
<br />I
<br />1
<br />1
<br />A
<br />q
<br />EXbTND-6
<br />1
<br />I
<br />7 --
<br />In'•-m1'
<br />Wan N
<br />(AL1S5 f=
<br />1 �,t{
<br />-
<br />i -
<br />1
<br />a rA
<br />OeE Ha IMQ
<br />� 1EfaN 00H 7TJ
<br />1 ATE
<br />/
<br />1
<br />PANLENGTH
<br />�-- -
<br />-"r
<br />- J
<br />(SEEEL
<br />ELEVATION
<br />ON SHEET ,2)
<br />q-sEPNaTaH'
<br />1 ro tRAS4
<br />t
<br />!
<br />4 r
<br />EXISTING PWREO'. ED6
<br />CONCRETE OR i 1- _.
<br />CONCRETE BLDCIL j 'f. 43
<br />REOIIIRED. / - IATn V1' at
<br />,
<br />1/4'11 PAREUMTE PLUS
<br />ANCHOR O 12 1/2' 0.[.
<br />SEE "M 15 A It IN ANCHORS TYPE At SPACING MR
<br />.RIALLAMM 111t0 waca FROM PADD"
<br />HMNtAA ANCHOR SPACUOS AND Y• ANUM EDCE DISTANCE
<br />ARE PICGTED ON IRS SC14MU L FOR E.D. LESS THAN
<br />BOIGTED ON SMOMUE REDUCE ANCHOR SPACING IT
<br />MULTIPLYING SPACING SHMN ON SCHEDULE F THE
<br />FOLLOWM FActm. FOR THIS CVENTIOIN to ME
<br />REDUCED SPACING 05911do USING FACTOR SHALL NOT ARE
<br />LESS THAN MINIMUM SPACING A,DHa3ED FOR EXIT ANCHOR
<br />TYPE ON THIS SCHEDULE.
<br />I/e.
<br />1/4•.
<br />ANCHOR the
<br />-
<br />,,Foal
<br />-
<br />0014
<br />HMmLRL AAam OACIR9 00
<br />3
<br />3
<br />-M. AAAAAA NIR ON,MWM D,.)
<br />3
<br />3
<br />NPANaa" DMIN,r s•,r 0.)
<br />3
<br />3 1n
<br />AMA/L R Now= ON
<br />New
<br />'Ir
<br />o�
<br />2 ,/r
<br />Il,
<br />r
<br />OJO
<br />DD
<br />3 , _
<br />I/e
<br />/ MAX..._...
<br />�j
<br />EA • /= I
<br />,
<br />O
<br />1 , wU
<br />I
<br />I YET GLASS.
<br />A
<br />1
<br />I
<br />GVH35S1�J6
<br />i
<br />,
<br />'L' MAX
<br />IT
<br />) 5
<br />6' PANEL LENGTH
<br />9
<br />I
<br />(SEE ELEVATION7
<br />/
<br />6
<br />I
<br />-
<br />j
<br />- _ I ON 94M 12)
<br />/
<br />I
<br />IT
<br />r -1
<br />I
<br />I
<br />1
<br />At
<br />CUSTI? POURED E D /j/
<br />1
<br />-
<br />CONCRETE
<br />CONCRETE CLOCK i'
<br />rEOUFRED. %
<br />•
<br />I
<br />(o -W
<br />1i3/4o�ox
<br />(e�)'Lvs
<br />O LIINO&PPANEL
<br />WALL MOUNTINGS
<br />SCALE 3/8-1•
<br />FLORIDA BUILDING CODE
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING B f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANEL M INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL la) INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />rMAX
<br />DESIGN
<br />MANWN ANCHORS SPACING FOR MAN CD. PER SCHEDULE BELOW AllI1PPl.IfitBtE
<br />t
<br />MAXIMUM
<br />ANEL
<br />PlFMO1M
<br />^L`
<br />(N.)
<br />MAX. AS,D
<br />DESIGN
<br />PRESSIIE
<br />PATINE
<br />(p,a.f.)
<br />YA101RIM AFIC110RP SPACYNO F'OR MO/ E0. PER SCHEDULE BE1.Ow
<br />APPUA
<br />SECTIONS
<br />MACMUM
<br />LENGTH
<br />(q)
<br />TAPCON
<br />SOLD -SET
<br />PANDAMRATING FEMALE QSIE
<br />THING-IMILM
<br />CNl(-IN
<br />TAPWN
<br />SOLD -SET
<br />PAMIDIAMTE
<br />FEMALE: ,D
<br />P�
<br />PLUS
<br />IAWG-NNf1N
<br />CAUf-9110
<br />ro
<br />*
<br />m
<br />ro
<br />m
<br />ro
<br />m
<br />O710N
<br />ro
<br />m
<br />m
<br />mMOmRe
<br />ro
<br />OF THE31
<br />.45. 45
<br />LESS
<br />IS'
<br />t]'
<br />1J•
<br />1J'
<br />IY
<br />f'
<br />3
<br />t'
<br />3
<br />13•
<br />13'
<br />Ir-_
<br />t'
<br />3
<br />,'
<br />J
<br />1 OoA)111
<br />5,-Ir
<br />OR
<br />LE
<br />.46. -0
<br />+SS. -65
<br />13"
<br />,'
<br />S
<br />t'
<br />S
<br />t'
<br />]
<br />i'
<br />7
<br />Q.
<br />3
<br />13'
<br />13"
<br />1 J
<br />11 I / 2
<br />1 (TOP)
<br />at
<br />LESS
<br />1J'
<br />13'
<br />1]'
<br />1]'
<br />IJ'
<br />13'
<br />t]'
<br />17'
<br />13'
<br />,J'
<br />3
<br />t]'
<br />t (BOTrGY)
<br />1]'
<br />1 '1
<br />3
<br />3 '
<br />t]•
<br />tS'
<br />t3'
<br />1 '
<br />J/
<br />1]'
<br />T13�
<br />IJ
<br />2
<br />11 )
<br />(BOTTOMT3'13'
<br />IS'
<br />13'
<br />tr
<br />Is'
<br />13"
<br />tr
<br />13•
<br />1r
<br />1r
<br />13'
<br />2 (TOP)
<br />13'
<br />13•
<br />13'
<br />13'
<br />13'
<br />13•
<br />tr
<br />1J•Ir
<br />11 1/2
<br />2 (TOP)
<br />,r
<br />lr
<br />IY
<br />13•
<br />lr
<br />Ir
<br />,3-
<br />tr
<br />13-
<br />1]'
<br />1]'
<br />1J'
<br />x (°mToY)
<br />1r
<br />13•
<br />13,
<br />13'
<br />13-
<br />tr
<br />t3'
<br />1J•
<br />13-
<br />11 1/2
<br />2 (BOTTOM)
<br />tr
<br />13'
<br />IY
<br />IS'
<br />13•
<br />13'
<br />'r
<br />13•
<br />13'
<br />13'
<br />Ir
<br />Ir
<br />3 (TOP)
<br />it
<br />13-
<br />1r
<br />Ir
<br />tr
<br />Ir
<br />tr
<br />Ir
<br />13•
<br />1J•
<br />Ir
<br />11 1/2
<br />3 (TOP)
<br />-
<br />-
<br />12 Ilr
<br />12 1/2
<br />6 Ile
<br />6 1/4'
<br />1T 1/2
<br />12 f/]
<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 />1 -
<br />6 1/4.
<br />5 1/4.
<br />3 (BOTTOM)
<br />°•
<br />e•
<br />a•
<br />e'
<br />6•
<br />8'
<br />a•
<br />a•
<br />--
<br />e•
<br />B'
<br />8'
<br />7 1/2.
<br />4 (TOP)
<br />°•
<br />5 1/2'
<br />a'
<br />°•
<br />°•
<br />6 I/2'
<br />a'
<br />7 1/2'
<br />a'
<br />e• _
<br />e•
<br />s'
<br />4 (Top)
<br />8•
<br />t_3_'
<br />17'-
<br />Ir
<br />-/3'
<br />B-
<br />6
<br />e'
<br />°•
<br />-
<br />8'
<br />-
<br />4 (BOTTOM)
<br />0'
<br />13-
<br />--
<br />U_'
<br />-
<br />--
<br />Ir
<br />a'
<br />-
<br />a•
<br />-
<br />a•
<br />--
<br />-
<br />e•
<br />-
<br />---------
<br />8'
<br />-
<br />4 (BOTTOM)
<br />--
<br />_
<br />tr
<br />t3'
<br />--
<br />13•
<br />i 13'
<br />Ir
<br />,T
<br />Ir
<br />- -1S'
<br />-
<br />13'
<br />1r
<br />tr
<br />,3'
<br />13
<br />t]'
<br />--
<br />Ir
<br />--
<br />Ir
<br />Ir
<br />5 (TOP)
<br />---
<br />13•
<br />Ir
<br />Ir
<br />-
<br />Ir
<br />--_
<br />t3'
<br />Sr
<br />-�
<br />,3'
<br />13'
<br />- _-_
<br />t]'
<br />lY
<br />,3'
<br />13'
<br />tt 1/2
<br />5 (FOP)
<br />+3'
<br />IY
<br />13'
<br />S (BOTTOM)
<br />--_
<br />t!'
<br />13'
<br />t]'
<br />t3'
<br />_-
<br />1T
<br />t3'
<br />13'
<br />„ t/1
<br />5 (BOTTOM)
<br />_
<br />13'
<br />11'
<br />_
<br />13'
<br />'r
<br />13'
<br />13'
<br />,3'
<br />1J'
<br />13'
<br />_
<br />t_]'_
<br />_
<br />c 11'
<br />1J'
<br />6 (TOP)
<br />13'
<br />Ir13'
<br />IrlY
<br />t]'
<br />,1•
<br />--
<br />I]"
<br />lr
<br />--
<br />Ir
<br />---
<br />Ir
<br />11 1/1
<br />6 (TOP)
<br />-
<br />_
<br />6 1/4'
<br />6 1/4'
<br />6 Ile
<br />6 1/1'
<br />-
<br />-
<br />-
<br />5 1/4'
<br />6 1/4'
<br />6 (Bart.-)
<br />-
<br />-
<br />6 Ile
<br />6 1/e
<br />6 ,/e
<br />6 t/44'
<br />-
<br />6 t/4'
<br />6 1/4'
<br />6
<br />13"
<br />5•
<br />1r
<br />10 1/2
<br />tr
<br />r
<br />Ir
<br />7•
<br />7 1/2
<br />5 ,/2
<br />Ir
<br />4 1/2.
<br />1 (TOP)
<br />TO
<br />14'-4-
<br />Ir6'
<br />IY
<br />13•
<br />13•
<br />8 1/2•
<br />Ir
<br />8 1/2-
<br />9 1/2-6
<br />1/2'
<br />73•
<br />S 1/r
<br />1 (TOP)
<br />TO
<br />0-6•
<br />13•
<br />7'
<br />13'
<br />,r
<br />137
<br />9 1/2
<br />Ir
<br />9 1/2
<br />to 1/2
<br />7 1/2
<br />Ir
<br />6"
<br />I (BOTTOM)
<br />13'
<br />7 1/r
<br />13'
<br />IY
<br />tY
<br />to,
<br />AS'
<br />10•
<br />n'
<br />a•
<br />Ir
<br />6 1/2•
<br />I (BOTTOM)
<br />Ir
<br />s'
<br />Ir
<br />10 1/2
<br />13'
<br />7'
<br />13'
<br />r
<br />7 1/2
<br />5 1/2
<br />13•
<br />4 1/2'
<br />2 OOP)
<br />1r
<br />6•
<br />_
<br />it
<br />13'
<br />1 13'
<br />8 1/2'
<br />13"
<br />18 1/2'
<br />9 1/2'
<br />6 1/2'
<br />13'
<br />5 I/r
<br />2 (TOP)
<br />13'
<br />7•
<br />Ir
<br />13-
<br />it
<br />9 1/2
<br />1S'
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13'
<br />8 1/2-
<br />2 (BOTTOM)
<br />IS'
<br />7 1/2-1
<br />13'
<br />13•
<br />Ir
<br />10'
<br />13'
<br />10'
<br />it"
<br />a•
<br />tr
<br />6 1/2'
<br />2 MOT -TOY)
<br />1r
<br />7•
<br />13'
<br />13•
<br />Ir
<br />9 1/2
<br />13'
<br />9 1/2
<br />10 1/2
<br />7 112
<br />'3•
<br />6 1/2.
<br />3 (TOP)
<br />13'
<br />7 1/2'
<br />Ir
<br />I]•
<br />tr
<br />10'
<br />13-
<br />to'
<br />tI'
<br />1 a'
<br />is'
<br />5 1/2
<br />3 (TOP)
<br />-
<br />-
<br />12 1/2'12
<br />1/2
<br />6 1/4'
<br />6 1/1'
<br />72 I/2'
<br />6 Ile-
<br />-
<br />6 1/4'
<br />6 Ile
<br />(BOTTOM)
<br />-
<br />12 I/2'/2
<br />1/2
<br />6 Ile6
<br />1/4-
<br />12 1/3'12
<br />1/1
<br />-
<br />-
<br />6 I/e6
<br />1/4'
<br />3 (BOTTOM)
<br />r
<br />Y
<br />a-
<br />S t/r
<br />7•
<br />3 1/7-
<br />8•
<br />4•
<br />4 1/2'
<br />r
<br />5 1/2'
<br />r
<br />4 (TOP)
<br />7 1/r
<br />r
<br />a'
<br />6•
<br />7•
<br />4•
<br />a'
<br />A•
<br />4 1/2-
<br />3 I/r
<br />0 1/2•
<br />r
<br />a (TOP)
<br />e-
<br />8
<br />°'
<br />-
<br />a•
<br />-
<br />5 1/2'
<br />7 1/2'
<br />4 (BOTTOM)
<br />a'
<br />-
<br />a'
<br />S.
<br />a'
<br />5 1/2'
<br />7 1/2'
<br />4 (BOTTOM)
<br />t3
<br />r
<br />r
<br />tr
<br />13'
<br />9 1/2'
<br />13'
<br />9 1/2
<br />10 1/2
<br />7 1/2'
<br />13'
<br />a•
<br />s (TOP)
<br />13'
<br />8 1/2'
<br />tr
<br />tr
<br />1r
<br />_-
<br />IO'
<br />13•
<br />to,
<br />it'
<br />a'
<br />13•
<br />8 1/2.
<br />5 (TOP)
<br />13"
<br />7•
<br />1]'
<br />Ir
<br />1}'
<br />9 1/2'
<br />IS•
<br />9 1/2'
<br />10 111
<br />7 1/2•
<br />13'
<br />0 1/2"
<br />s (BOTTOM)
<br />13•
<br />a I/r
<br />Ir
<br />1J•
<br />1J'
<br />Iw
<br />13-
<br />10•
<br />11^
<br />6'
<br />13'
<br />0 /2
<br />5 (BOTTOM)
<br />5'
<br />tr
<br />10 1/2
<br />Ir
<br />r
<br />13•
<br />7•
<br />7 H/2'
<br />S ,/2•
<br />13•
<br />4 1/2'
<br />6 (TOP)
<br />,3'
<br />6"
<br />13'
<br />1]'
<br />t3'
<br />8 1/3'
<br />1J'
<br />a 1/1
<br />9 1/2'
<br />5 1/z'
<br />6 1/4'
<br />15 1/4'
<br />6 1/4•
<br />6 I/s•
<br />! 1/4-
<br />10 1/4'
<br />6 (BOSS.")
<br />6 1/4"
<br />6 1/4•
<br />16 1/P
<br />1 6 1/0
<br />1 _
<br />_
<br />_
<br />_
<br />16 1/4•
<br />6 1/4'
<br />6 (Wn,--)
<br />SEE SHM IT IDR ANCHM TYPE At SPACING FOR 4FSTAUATIOIIi WTO WOOD FRAMIE RULING&
<br />4 1NRN ANEmom SPACINGS AND ANNNaI EDGE DISTANCE ARE IOrALTED ON DHa SCEpRE raft E.D
<br />LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING BY MIATPLYWC SPACING SHOW ON
<br />SCHEDULE F M FOLLOWING iACTORI. FOR THIS OPOM11pN TO ME POSMKJL REDUCED SIPACAC
<br />OBINT" USING FACTOR SI•r1 Na BE LESS THWI MFINOY SPACING FWATED FOR EACH ANCHOR TYPE
<br />ON PAR SCHEDULE
<br />I/I••
<br />,/44
<br />Hp••
<br />t/4'•
<br />tp1
<br />ANCHOR T11'AE
<br />rArcYN
<br />BWo-MI
<br />nm ft a
<br />rANPuts
<br />7Aw0-+TON
<br />-GYIf-w
<br />WM11W AticHm SANDING (in.)
<br />3
<br />3
<br />3
<br />3
<br />2 1/2-
<br />2 1/2
<br />� em (Hn)
<br />r
<br />3
<br />31/r
<br />3
<br />aa,RG3 east
<br />]
<br />] ,n'
<br />3 In•
<br />AC11ML 1DBE 09066L (E¢)
<br />FACTOR
<br />-
<br />-
<br />-
<br />2-
<br />_'+_ -
<br />a4o
<br />-
<br />o n
<br />-
<br />m
<br />-
<br />lag
<br />043
<br />- 1. -
<br />• SPACINGS ONLY VALID WHEN SPACER®IS USED. SEE TWE 01 FOR MAX. A.&D.
<br />DESIGN LOADS All, MAX. PANEL Lvarmg WHEN SPACER 0 IS USED.
<br />r MAX.
<br />D.M., Y), rw.
<br />O °fO
<br />O O O O O O b
<br />r_,______ _ ___----- _________ I ________t_-___ _ _
<br />, I I "T-- - - i I ;
<br />I i1,17,
<br />1
<br />1 1 I
<br />TABLE 41 A
<br />A.S.D. DES I LOAD
<br />MAXIM PANEL
<br />LENGTH
<br />40 PSF OR LE55
<br />W-8-
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />V-10'
<br />A MAX. PANEL LENGTHS ARE ON VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2. O.C.
<br />FLORIDA BUILDING CODE (Non Mah Velocity Hurricane
<br />ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13, 14. 15 616)_.
<br />�R-1A/13, ItR-3A/14, �R-111I R-28/13, R-30/14, 3'WX
<br />R-tAW/15. R-2AW/15. R-3AW/16. R-IOW/15. R-28W/15. R-38W/16. 1-
<br />1
<br />L/2
<br />1/4•e-20.1- S.S. BOLTS WO t'
<br />(USE FOR PANEL LOOM
<br />- MA.
<br />O OVER 7'-6•) O '.� PANPANELLENGTH
<br />REGULAR STORM PANEL REGULAR STORY PANEL 8'-B' O +40.0. -40.0 p- .f.
<br />DIE
<br />___---
<br />______________/RIAP A�ENTH PAIEL LGBOLT)
<br />- LIFE SAFETIGRM PANEL '. - - � 7'-6' • +50D, -54.0 Pa.f.
<br />(W/0 Ovo9AP wD PANEL LENGM BOLT)
<br />A LOSE T-Ir MIN. PANEL LENGTH
<br />1/4-0-20.1- AT ALL MOUNIVINICS
<br />SS, BOLTS W 1 AT EA EA
<br />- l
<br />I
<br />I
<br />------------ _ _.__ _ _ _. . ___- .___ ___-___ _.___
<br />H
<br />-. •- _ . t .. .,. Z2f NDTOES AT STUD i-__
<br />_ 1.80LPON OLIFE Swm
<br />D.M.. .; C , PANEL B.T. CORNERS O
<br />_ .__ ____ ____
<br />Or O.. WING NUT AT WERIOR WING NUT AT
<br />r yAq, LEFT PANEL �' LLY� -- RIGHT PANEL 3• WX. f INSTAL1ATKXVS ONLY VAUD FOR WINO
<br />I' WIN. R-tA/13, R-2A/13, R-SA/14. R-18/13. R-28/13, R-39/14, I Mw, SPEED UP TO 170 m.p.h.
<br />R-TAW/15, R-2AW/15, R-SAW/16. R-18W/15, R-2BW/115, R-3BW/16.
<br />-- -ANCHORS (SEE SECTIONS t ALTERNATWS ON SHEETS 13, 14. 15 t16)- - -- -- _I/e -MAX . GAP
<br />LIFE SAFETY STORM PANEL n ELEVATION (t)
<br />O
<br />2.68r SCALE I/e-I REGULAR REGULAR
<br />Q vaiv 111aE
<br />STORY PANEL Ax , STORM PANEL '.
<br />Ile
<br />MAx. CAP ----------�-\
<br />f. ✓
<br />• ',.
<br />72 #7
<br />LATE SAFVfY PANEL s
<br /># e FLORIDA BUILDING CODE Non High Velocity HurNCon4
<br />S T•• A Q• r AVOID nTECO. W.
<br />EXTERIOR
<br />=tyFs•.�ORIDA 24 GAGE GALVANIZED STEEL STORM PANEL aw
<br />4y'a� �PN....cN���
<br />SECTION A -A �� I� L1EC01INa. LOBAL PROTECTION PRODUCTS, LLC. 2
<br />_ / IeW S.N. 51 81RM
<br />SCALE 1/4'-1' 1H► L M rv.RAN, R D,� aRW. n- 33314 2G•
<br />GY•-. PW N1_GAN r- - WM P,-�N, PNO,e: (/B•)16H-TDU. FAR (I64)IM-OI7
<br />_
<br />INSTALLATION
<br />W1YO0ppDD HEADER _
<br />DETAILS
<br />INTO
<br />_WOOD HEADER
<br />FOR UFE SAFETY
<br />WOOD STRUCTURES
<br />r
<br />PANEL d)
<br />I MOOD HEADER ICI
<br />_
<br />�D0D HEADER
<br />_
<br />REWIRCO T
<br />TEW6RED
<br />1FE'OUIRED T
<br />7NEOLIno
<br />Ile TAPCON
<br />114Y TAPCON
<br />�4's TAPCON
<br />1 4"F TAPCON
<br />ANCHOR • 9' o.0 /
<br />ANCHOR O 9' O.C.
<br />+
<br />ANCHOR • 9. O-C.
<br />o se
<br />OR • 9. O.C.
<br />Y
<br />.,
<br />I y
<br />.J
<br />I
<br />Y;
<br />1/2• (1/4.
<br />MAX
<br />./2. I/4•
<br />I 1/2 ,/a•
<br />1/2• 1/4
<br />/
<br />MA,.
<br />d
<br />wn
<br />AIAX.
<br />%
<br />AIM. )
<br />YAi_.-. _- - -1 y
<br />1 W.
<br />MAX
<br />1
<br />L�
<br />I
<br />_ 7 I
<br />I u
<br />N
<br />--O
<br />j I/•1-mt' [
<br />'•'' N Ew
<br />I/AY-m,�1 •�A{�
<br />WI
<br />OOSn -n
<br />I >ts. can w a
<br />EN6n2y�a
<br />GLASS
<br />, tgRr 4aaAA"
<br />GLASS B
<br />X
<br />�� � a P EXL5TING
<br />♦A y� Gl/SS A
<br />Y' 9= RIn
<br />1Bow oaN
<br />I 1
<br />N
<br />♦
<br />♦ 1 L61aN 1AQ F� GtAss A
<br />, ,
<br />1 I
<br />1
<br />T _ r
<br />Z' MAX-�. N
<br />FAHPANELLEN LENGTH11P..
<br />I 0
<br />a- - A,
<br />-_
<br />I 'L, MAIL.
<br />3_ LENGTH
<br />--_ -.-
<br />q
<br />1-
<br />(SEE ¢EVASION
<br />!
<br />a.
<br />(SEE ELEVATION
<br />-y/c
<br />PPANEL
<br />ANEL tEN(THH
<br />LENGTH
<br />.',(SEE ELEVATION
<br />_. i
<br />_I
<br />II
<br />ON SHEET 12) _
<br />I PANEL LENGTH
<br />-4/,-::-.T:: (SEE
<br />i
<br />I - I ON SHEET 12)
<br />1
<br />ON SHEET 12)
<br />T
<br />HTELEVATION2)
<br />ON SHEET 12) q
<br />O
<br />I�-SEPAR4TETI
<br />N I.
<br />1 O Wn.
<br />O
<br />A t SEPARATIATI ON
<br />N TO GLASS,
<br />� � t _�...... ._
<br />•
<br />O
<br />-_
<br />I O
<br />q TO GUST
<br />I 12 1 3EPARATDN- -
<br />N
<br />A t• IMn.
<br />I
<br />,
<br />W ui TO GLASS
<br />j
<br />1 a•
<br />- II
<br />iu• n
<br />; /2 . TO G1A55.
<br />i O 6•
<br />®
<br />_
<br />I?
<br />•
<br />a
<br />TIRO _
<br />. I
<br />1 q
<br />1
<br />ENO
<br />_y , 1 ._
<br />j E0. _ ii�I
<br />ne`121n'.
<br />I
<br />EEO
<br />_ _7 - _
<br />E
<br />' 1E0.
<br />1/2- .'r-3Ou •• r
<br />•
<br />t
<br />'
<br />I
<br />.O
<br />_4)
<br />PLAT
<br />Nan
<br />e 12 )r. E�G ,
<br />1
<br />1/2• Il•1-a3/�
<br />_?[S rol yAo rs
<br />- 1PLATE
<br />- �'4'H SNAGGY
<br />Ij eP TAPCON
<br />REQUIRED I
<br />_ �I•F TAPCON 2WOOD
<br />00
<br />Nan w'.7(1'D0.0
<br />AA 11
<br />ANCHOR O 9' O.C-
<br />ANCHOR O 9. O.C.
<br />itl
<br />'\� -'.
<br />ANCHIOR O 9' O.C. PLATE
<br />1f4Y TAPCON
<br />STAGGERED W/ STUD I
<br />STAGGERED W/ STUD
<br />REQUIRED
<br />ANCHOR • 9' OCREQUIRED
<br />_=
<br />REOUIRED
<br />v am
<br />O L1FELAnSAEEiY PANEL
<br />WALL MOUNTINGS
<br />SCALE 3/8-1-
<br />raw &K
<br />OWN
<br />A T. It
<br />S iJF`E SAFETY-OL
<br />WALL MOUNTINGS
<br />SCALE 3/8-1•
<br />',..•ENY ''• ,L
<br />FLORIDA BUILDING CODE
<br />Non High Velocity Nurr)cons Zone
<br />•`•��P
<br />44167
<br />e1 AW` "ALW ''C' 24 GAGE GALVANIZED STEEL STORM( PANEL
<br />1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN
<br />PRESSURE RATINGS (p.N,H) AND PANEL LENGTHS AS
<br />PER ELEVATION ON SHEEETT IL
<br />• OPAM
<br />z * : * -- * _
<br />? STATE Oi LTaIT�E CPO INC. GLOBAL PROTECTION PRODUCTS. LLC. 01 G,C
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC
<br />ry' � �y. r7
<br />•' O/: ,!LORIOR,•d1i2;2�urty
<br />Am
<br />a tw La 4.1i.. R a N•
<br />1. 51 snug
<br />n_ mot• 20-175
<br />DENSITY OF 0.55 OR EOUAL
<br />"'.i+''
<br />S/
<br />"-: wa .' 'u P'-'u' nlWc. (Ia.Nw-75AX,
<br />G-OOD0719 n - 4�.r
<br />rNc f95•Ne►•BI9T
<br />/l WMre N•:
<br />NWE/MR MU A 1LUT Jr.. ►L q° n-'C
<br />t
<br />BXpT 15 a tl
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING :.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />scHEDULE FOR REGULAR STORM PANEL q) INSTALLATIONS INTO CONCRETE 11L CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANEL (DINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />MAUL ASD.
<br />DESIGNPANEL
<br />PRESSURE
<br />MAXI
<br />MAf
<br />ANCHORS
<br />SPACING
<br />FUR
<br />WIN E.D.
<br />PER SCHEDULE
<br />BELOW
<br />PLICABLE
<br />S 0
<br />MAXIMIM
<br />LENGTH L.
<br />(ft.)
<br />MAX. A.S.D.
<br />Des"
<br />RATING
<br />(P...f.)
<br />MAIOAN
<br />ANCHORS
<br />SPACING
<br />FOR MAN
<br />EA
<br />PER SCHEDULE
<br />BELON
<br />~-.aLE
<br />TOSECTIONS
<br />8 �
<br />1d/
<br />PANEL
<br />LENGTH
<br />(m)
<br />TAPCON
<br />90L1D-SET
<br />PAMELVATtFEMALE
<br />D
<br />PLUSH
<br />ZANNC-mLw
<br />CKX-N
<br />TAPCOM
<br />SOUD-SET
<br />p
<br />P �
<br />ZANAC-NNllf
<br />CAIX-IN
<br />roRATING -
<br />m
<br />m
<br />m
<br />it
<br />m
<br />ro
<br />MFelTw�
<br />[2CTOP)
<br />m
<br />m
<br />ro
<br />m
<br />m
<br />aoHHit[
<br />>+65, -65
<br />7D
<br />+75, -7S
<br />Ir
<br />11•
<br />tr
<br />,r
<br />Ir
<br />IY
<br />Ir
<br />1r
<br />12'
<br />it
<br />to"
<br />(TOP)
<br />5,-a-
<br />OR
<br />LESS
<br />+75. -75
<br />TO
<br />+11A-119.8
<br />1r
<br />S•
<br />Ir
<br />10 1/2
<br />Ir
<br />a 1/2'
<br />1r
<br />6 1/2-
<br />7 1/2•
<br />5 1/2-
<br />1r
<br />4 1/2.
<br />1 (TOP)
<br />OR
<br />LESS
<br />Ir
<br />,I'
<br />Ir
<br />13'
<br />tr
<br />Ir
<br />13'
<br />Ir
<br />Ir
<br />Ir
<br />it
<br />to,
<br />(BOTTOM)
<br />13'
<br />6 1/2"
<br />13'
<br />Ir
<br />I]'
<br />9•
<br />Ir
<br />9•
<br />t0•
<br />7 t/r
<br />13'
<br />a•
<br />1 (BOTTOM)
<br />13'
<br />it`
<br />13'
<br />IY
<br />it
<br />IY
<br />13'
<br />IY
<br />13"
<br />12-
<br />iY
<br />t0'
<br />lr
<br />5'
<br />Ir
<br />10 I/2
<br />1r
<br />6 1/2•
<br />Ir
<br />6 1/2"
<br />7 1/2-
<br />5 1/2-
<br />Ir
<br />4 1/2.
<br />2 (TOP)
<br />13"
<br />1t'
<br />tr
<br />13'
<br />is,
<br />13'
<br />1J'
<br />13•
<br />1Y
<br />12'
<br />tY
<br />t0'
<br />2 (BOTTOM)
<br />tr
<br />r
<br />13'
<br />1r
<br />,r
<br />9 1/2•
<br />1r
<br />9 1/2'
<br />0 t
<br />7 1/2'
<br />12,
<br />6 t/2'
<br />i (BOTT01)
<br />13'
<br />13'
<br />tI'
<br />13'
<br />10'
<br />3 OOP)
<br />tJ'
<br />r
<br />tY
<br />-
<br />-
<br />12 1/2
<br />12 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 Ile
<br />3 (BOTTOM)
<br />-
<br />-
<br />2 t/2'T2
<br />1/2
<br />6 ,/4'
<br />6 t/4'
<br />12 ,/2'
<br />6 ,/4'
<br />-
<br />-
<br />6 1/{'
<br />6 r/{'
<br />J (BOTTOM)
<br />0•
<br />5•
<br />e•
<br />8•
<br />a•
<br />a"
<br />w
<br />a 1/2•
<br />r
<br />5'
<br />i'
<br />4 1/r
<br />4 (TOP)
<br />Y
<br />3•
<br />6'
<br />5 1/2'
<br />r
<br />3 1/2'
<br />W
<br />4•
<br />4 1/2-
<br />r
<br />6 1/2'
<br />2 1/2•
<br />4 (TOP)
<br />e•
<br />-
<br />°'
<br />-
<br />e`
<br />-
<br />e•
<br />e•
<br />°•
<br />-
<br />°•_
<br />-
<br />a (BOTTOM)
<br />e•
<br />13•
<br />_ -
<br />6 ,/r
<br />-
<br />°•
<br />_ -
<br />°•
<br />-
<br />5 +/2-
<br />-
<br />r
<br />-
<br />4 (BOTTOM)
<br />1r
<br />11-
<br />13"
<br />Ir1J'
<br />--13'
<br />13"
<br />t]"
<br />lY
<br />t3'
<br />12'
<br />13'
<br />10'
<br />S (TOP)
<br />6 1/2'
<br />-
<br />I]'
<br />-
<br />t3'
<br />1J'_
<br />--lr
<br />9'
<br />13'
<br />9'
<br />1°'
<br />7 1/2'
<br />13•
<br />r
<br />5 (TOP)
<br />1J'
<br />11'
<br />13•
<br />13'-
<br />tY
<br />13'
<br />13'
<br />IY
<br />12•
<br />13•
<br />TO-
<br />5 (BOTTOM)
<br />,r
<br />7•
<br />I]'
<br />IS'
<br />9 1/2•
<br />IS'
<br />B f/]'
<br />10 1/2'
<br />7 1/r
<br />Ir
<br />6'
<br />° (BOTTOM)
<br />13'_
<br />IT'
<br />it
<br />13•
<br />13-
<br />tr
<br />13-
<br />lr
<br />t3'
<br />12-
<br />Ir
<br />TO-
<br />6 (TOP)
<br />13•
<br />5'
<br />13'
<br />10 1/T
<br />13'
<br />a 1/2'
<br />Ir
<br />6 1/2'
<br />7 t/2'
<br />S ,/2"
<br />1J•
<br />{ t/2.
<br />6 (TOP)
<br />-
<br />-
<br />6 t/e
<br />6 Ile
<br />6 I/e
<br />6 1/I'
<br />-
<br />-
<br />- ---
<br />-
<br />6 1/4'
<br />6 1/4•
<br />6 (DO".--)
<br />-
<br />0 Ile
<br />6 Ile
<br />6 1/4'
<br />6 Ile
<br />5 Ile
<br />6 1/4'
<br />-
<br />-
<br />6 1/1•
<br />6 1/4'
<br />6 owmT.••)
<br />I]'
<br />7 1/2'
<br />IT
<br />Ir
<br />13•
<br />10'
<br />13'
<br />to'
<br />1,'
<br />a•
<br />Ir
<br />6 1 2.
<br />/
<br />1 )
<br />>51-or
<br />TO
<br />8'-0'
<br />,r
<br />5"
<br />13'
<br />10 I /
<br />Ir
<br />6 I
<br />13'
<br />6 , 2'
<br />/
<br />7 1 /i'
<br />S 1/2-
<br />13'
<br />14 1/2*
<br />11 (TOP)
<br />>5,-e•
<br />TO
<br />7•-S'
<br />IY
<br />7 1/2'
<br />Ir
<br />Ir
<br />1 13•
<br />10 1/2-
<br />13'
<br />10 t/2
<br />it 1/Y
<br />a'
<br />13'
<br />r
<br />1 (BOTTOM)
<br />Ir
<br />6 1/2'
<br />Ir
<br />13•
<br />1Y
<br />9'
<br />1 13•
<br />9•
<br />To.
<br />7 1/2'
<br />13'
<br />1 6'
<br />11 (BOTTOM)
<br />13'
<br />7 1/2•
<br />13'
<br />13'
<br />tr
<br />to-
<br />1 13'
<br />to'
<br />it'
<br />0•
<br />Ir
<br />6 1/2.
<br />2 (TOP)
<br />tr
<br />5•
<br />it
<br />10 1/2
<br />Ir
<br />a 1/2-
<br />1Y
<br />6 1/2•
<br />7 1/2'
<br />5 1/2•
<br />13'
<br />14 1/2*
<br />12 (TOP)
<br />!r
<br />7 1/2'
<br />13'
<br />1r
<br />Ir
<br />10 1/2
<br />13'
<br />10 1/2"14
<br />1/2•
<br />S'
<br />it
<br />r
<br />2 (BOTTOM)
<br />13•
<br />7'
<br />13'
<br />13•
<br />1 13'
<br />9 1/2"
<br />1r
<br />19 I/r
<br />10 1/2'
<br />7 1/2•
<br />it
<br />6 1/2'
<br />12 (BOTTOM)
<br />13'
<br />7 1/2'
<br />1 13'
<br />1J'
<br />it
<br />10 1/21
<br />Ir
<br />10 1/2-11
<br />1/2
<br />r
<br />13.
<br />7'
<br />3 (TOP)
<br />tr
<br />7•
<br />13•
<br />1r
<br />Ir
<br />9 1/2-
<br />,r
<br />0 1/1.
<br />10 1/2
<br />7 1/2'
<br />13'
<br />6•
<br />13 (TOP)
<br />12 //2'12
<br />1/2
<br />6 1/4'
<br />6 1/4'
<br />12 1/2'
<br />5 1/e
<br />-
<br />-
<br />6 1/4'
<br />6 Ile
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 ,/2.12
<br />1/2
<br />6 1/e
<br />6 Ile
<br />12 1/2"
<br />6 1/e
<br />-
<br />-
<br />6 1/4'
<br />6 t/a'
<br />13 (BOTTOM)
<br />7 1/2'
<br />3 1/2-
<br />1
<br />7 1/2•
<br />a
<br />a'
<br />4 1/2•
<br />5-
<br />3 1/2"
<br />r
<br />3•
<br />4 (TOP)
<br />7•
<br />3-
<br />6•
<br />S 1/2'
<br />71
<br />3 1/2'
<br />81
<br />e
<br />4 1/2'
<br />r
<br />6 1/2'
<br />2 1/2'
<br />4 (TOP)
<br />a•
<br />-
<br />8"
<br />-
<br />a•
<br />-
<br />e•
<br />-
<br />6•
<br />-
<br />a•
<br />A (90TTOY)
<br />a'
<br />-
<br />6 1/2-
<br />-
<br />8'
<br />-
<br />6'
<br />-
<br />5 1/2'
<br />-
<br />Y
<br />-
<br />4 (BOTTOM)
<br />13'
<br />7 1/T'
<br />I]'
<br />13•
<br />it
<br />10 1/2
<br />13•
<br />10 1/2'11
<br />1/2•
<br />6'
<br />L Ir
<br />7•
<br />S (TOP)
<br />13"
<br />6 1/2'
<br />13'
<br />1Y
<br />Ir
<br />9•
<br />13'
<br />9•
<br />10•
<br />7 1/2'
<br />13'
<br />6'
<br />S (TOP)
<br />13'
<br />13-
<br />13•
<br />10 1/T
<br />Ir
<br />10 1/2
<br />11 1/2•
<br />a'
<br />1 tr
<br />7-
<br />5 (BOTTOM)
<br />Ir
<br />r
<br />13,
<br />13•
<br />Ir
<br />9 1/2'
<br />Ir
<br />9 1/2'
<br />10 1/2'
<br />7 1/I'
<br />IS'
<br />6•
<br />5 (BOTTOM)
<br />Ir
<br />13•
<br />13'
<br />Ir
<br />10 1/2
<br />13•
<br />to 1/2
<br />11 1/2
<br />e'
<br />1 13'
<br />7•
<br />6 (TOP)
<br />I
<br />S•
<br />,3•
<br />13'
<br />6 1/2•
<br />13'
<br />/ 1/r
<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 />6 t/4•
<br />6 1/1•
<br />6 1/4'
<br />6 Ile
<br />6 (90TT '•)
<br />a 1/4-
<br />4 1/4'
<br />6 1/4'
<br />6 1/4'
<br />6,/1•
<br />6 Ile
<br />6 (Ban.")
<br />METE *w I FOR ANDAORS TYRE a sworn row WSIA13ATOHC Ono 11000 rime eIIID/NO♦.
<br />• MHI•IRAN .ANCHOR SPRCM6° AND MINIMUM WISE DISTANCE ARE PICINI ON THIS SCHEDULE FOR E0.
<br />LESS THAN ROKATED ON SCHEDULE REDUCE ANCHOR SPACING F MULIPLYNO SirCRHe SHOW at
<br />1C+EOULE F THE rOLL.ow•a rACIoRS ran "ft OPCMTcW To 9E MBBD.E. RmHCED SPRCRO
<br />OIAIA►AAD USING FACION 9MLL NOT 6E U36 THMN MMNIUA SPNDBNG INDICATED FOR EACH ARDOR TYPE
<br />ON TIC SCEDULL
<br />,H'•
<br />1/4•
<br />I/e.
<br />1/41
<br />,/41
<br />1/4S
<br />ANCHOR TTwE
<br />TPOnN
<br />W`Uo r
<br />nmz to
<br />PLAN
<br />VAK-•PAIN
<br />CAUI
<br />MOMIY ANCHOR SPACING (YL)
<br />3
<br />3
<br />3
<br />3
<br />2 'Ir
<br />2 1/2
<br />AtFIRAM w64 Pd
<br />3
<br />3 ,n'
<br />J•
<br />3
<br />3 ,n•
<br />3
<br />a3TANQ BdJ eDGt a
<br />]
<br />3 In•
<br />3 1/r
<br />3 t/M
<br />3 ,/2•
<br />AC(UER ■K DeOBLL D.
<br />FACTOR
<br />n
<br />0m
<br />-
<br />-
<br />21n
<br />"I
<br />o30
<br />-
<br />-
<br />-
<br />TIM
<br />en
<br />oAJ
<br />- SPACINGS ONLY VALID WHEN SPACER IS USED. SEE T�iQLE j1 FOR MAX. wS.D.
<br />DESIGN LOADS & AIA)L PANEL W}EN SPACER IS USED.
<br />MOLL-t1 A
<br />A.S.D. DESIGN LOAD
<br />IAAIOWAI PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-B'
<br />> 40 PSF TO 50 PSF
<br />W-2-
<br />> 50 PSF TO 60 PSF
<br />5-10'
<br />A MAX. PANEL LENGTHS ARE ON VALID FOR IN DNS
<br />W/ SOLID SET ANCHORS & W/ 9 SPACER AT 12 1/2- O.C.
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL C1�
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4.0 TAPCON_._ _ _-POURED 1/4-0 TAPCON__ _ ._ DuSITNO POURED 1p•9 TAPCON_._ POSTING POURED
<br />ANCHOR O 9' O.C. OR ANCHOR O 9' O.C. CONCRETE OR ANCHOR O 9. O.0 CONCRETE OR
<br />i CONCRETE BLOCK CONCRETE BLOCK CONCRETE BLOCK
<br />REO(KRFD. REQUIRED. REOUWED.
<br />.O
<br />f / /2• II/e F - .. t/1" 1/4' r / t/2• Ile
<br />m
<br />V,
<br />--1• Yin.
<br />SEPARATION
<br />TO GLASS,
<br />1/4•0 TAPCON _QO POUREp
<br />ANCHOR O 9' O.C. CONCRETE OR
<br />CONCRETE BLOCK
<br />REOU ED.
<br />1
<br />A 1' win.
<br />I
<br />q �
<br />M 1" MITI.
<br />I
<br />i
<br />q I
<br />B-SEPAATION-
<br />Tmr Ex13Tlyj2-j�TO GLASS. ♦
<br />GLASS
<br />_
<br />j T.
<br />,/.Y-m,•
<br />ZS e0.n w NBC %T -
<br />, •Y-mf• a
<br />9oLn W OlAS5 6 TO CU55.
<br />!
<br />0 _ V
<br />aa� ;
<br />J
<br />c
<br />i
<br />R
<br />1 0 I
<br />Los. wad ;
<br />1 ■
<br />1
<br />1
<br />1 Z• Ma., 9
<br />PANEL LENGTH P
<br />(SEE 9
<br />1
<br />I
<br />1• NIA%. D
<br />6' PANEL LENGTH 4 i
<br />(SEE ELEVATION r. ).
<br />1 l' AM%. B C
<br />PANEL LENGTH H
<br />(SEE ELEVATION A
<br />,
<br />HET 12)
<br />ON SHEET 12) �
<br />�
<br />�. _...-.. __..__1 _
<br />...- � ON SHEET 12) ,I 1 Yin. I
<br />ON SHEET 12) „ ■
<br />�CUn. I
<br />'�- L
<br />I
<br />I
<br />N
<br />E.D.AT %/ j01
<br />ED• j 6• E.O.• i// I
<br />I 0c
<br />I
<br />% - 4
<br />1/4-11PC TAON�
<br />MICHOR O 9. O.C.
<br />_ EXISTING POURED CONCRETE OR
<br />--CE°NCRETE BLOCK REQUIRED.
<br />SECTION R-1A
<br />O REGULAR PANELS
<br />WALL MOUNTINGS
<br />SCALE 3/8-,'
<br />1. I
<br />4
<br />ip•N rAPta4
<br />ANCHOR O 9' O.C.
<br />EXISTING POURED CONCRETE OR
<br />��Q_t NCgR_ETE BLOCK REOIAPEO.
<br />C
<br />O LI��A Y ANEL
<br />SEE SHEITSSPA IB • 16 FOR ANCHORS
<br />1610N011 REM[
<br />,/e.
<br />-�m
<br />PIPE k SPNDRC FOR NSTALLAT10T6 Wn0
<br />ANNNRLA AIOOL V-0 OP,)
<br />3MAINTAINUM
<br />WOOD nvAc A
<br />MANCHOR S►OR SP AC9't
<br />ANCHOR ID MINNRA
<br />•AININ.r INIR a...M GIN)
<br />0-W O.,r4A1 BAHr 00
<br />3
<br />3
<br />EDGE 0M7A/CE ARC /AL'A7E0 ON iM4
<br />SCNFDIAL FM CD. 1E56 THAN IOOLIED
<br />ON SCHEDULE REDUCE AFAC"OR SPACING
<br />F MULTPLY/O SPAC/FG SHOWN ON
<br />SCHEDULE F THE FOLLOWING FACTORS,
<br />ANK q0E OMM OW
<br />RIOPOR
<br />o�
<br />MR TOM OP MTON m K POSSIBLE.
<br />REDUCED stmaw OBTAINED O TW
<br />SMALL ARE 1E54 THAN
<br />2 In.
<br />0.et
<br />mmuLOT
<br />ANCHOR IHED FOR EACH
<br />AANCHORR TYPE TIRE O ON INS SGBDULC
<br />0/0
<br />3 1n•
<br />.-2Dr
<br />Nan W
<br />1
<br />i MACE
<br />6' PANEL LENGTH
<br />(SEE EIEVAT1011
<br />ON SHEET 12)
<br />6'
<br />1 EDf ;; t _.)
<br />1 4n, ••
<br />EO � -� 11w ri
<br />1EO L.r
<br />EO (.-
<br />1_._. I
<br />I/�•P- a a•
<br />_ TR ,rs.
<br />San W
<br />can .
<br />AA
<br />A
<br />_.1/4-0 TAPCON
<br />- --1/4•0
<br />TAPCON
<br />ANCHOR a 9. O.C.
<br />ANCHOR O 0. O.C.
<br />EXISTING POURED CONCRETE OR
<br />EXISTING POURED CONCRETE OR
<br />JJ CONCRETE BLOCK REOURED.
<br />O REGULAR 6PANELS O
<br />NC
<br />CONCRETE BLOCK REDILRED.
<br />""NFL
<br />'�Y PANEL
<br />WALL MOUNTINGS
<br />ANNNNr.._ SCALE 3/8-1-
<br />FLORIDA
<br />INSTALLATION DETAILS FOR UFE SAFETY PANEL
<br />INTO WOOD STRUCTURES
<br />L
<br />i
<br />WTFWOUDRED
<br />Il. ,lt-0 TAPCON ,(.-9 TAPCd1
<br />VT CNOR 0O.C. NCTEOR O 9. O.C.
<br />{99�•
<br />1�t -(4)
<br />I 7
<br />I/e 1/2' 1/4.
<br />MAX
<br />I I
<br />1 I
<br />X �
<br />O
<br />u �
<br />i j ,Hy-m,•
<br />ExsnLjAf-j I t 1-ml" - 6 1 G R►
<br />• 1
<br />CLASS ■
<br />F
<br />u .. i N aRn
<br />E)OSi a I
<br />r
<br />P. ♦ r -- CAR Rat PNEI CUSS t
<br />A
<br />11 I U3aw OO, 7-An 1
<br />II I P 1 i 'L, MAX.
<br />__ - 1 PANEL IFRCT/l AT. __ _ _-.- '- '- _ r_-�.__ q• PAN¢ LENGTH
<br />11
<br />(SEELEVATIONq , (SEE ELEVATION
<br />0NEst, I2 n I I ON SHEET 12)
<br />-
<br />a IT
<br />IT
<br />it
<br />APITION
<br />I� T° GLASS. OO
<br />M II CUSS,
<br />,-
<br />A !
<br />Co. .. 1 e W yr RIG E0. I' i R a I/t AM,
<br />I
<br />E0. 1. _.I EO
<br />t I
<br />WWOOD
<br />TROOP - ( - )
<br />: PLATE
<br />PLATE
<br />REOUIRED 1/4'0 PANELMATE PLUS REQUIRED
<br />- 1/4•0 PANELMATE PLUS
<br />_
<br />ANCHOR O 12 1/2- O.C. ANCHOR O 12 1/2' O.C.
<br />ALTERNATIVE R-3AW
<br />O REGULAR PANELS O MUMSWWANT1
<br />IIININA
<br />WALL MOUNTINGS CEP A_ ifLL/14L�
<br />SCALE 3/e-1• T� vCEN ✓q+,�
<br />44157 % FLORIDA BUILDING CODE Non High Velocity Nu cone Zone
<br />NQhS: 3 * * e3100 ILTEm. ND. CA'
<br />24 DOGE GALVANIZED STEEL STORY PANEL F.
<br />DESIGN PRESSURE RATINGS (P.s.f AND PANEL -Q'• F_�•'- -.,LENGTHIS
<br />1. INSTALLATION ARE ONLY VAUD FOR MAX. A.S.D. NS STATE O:_�,,a
<br />','LOT.. - IL EC O
<br />SHEET
<br />PROTECTION PRODUCTS, LLC•2.
<br />AS PER ELEVATION ON 12. INeL
<br />FOR NEW WOOD FRAME CONSTRUCTION: WOOD �'•.,S/ONAL'•
<br />MEMBERS 70 BE SOUTHERN PINE No 2. W/ SPECIFIC INNNu•MLMt3' n".. alHgm`�,•n r�.':1{°'•NN, un'� nOINc (95•7w�6. FAwi1.1 tNa4)Ns-ns7 20-175
<br />DENSITY OF 0.55 OR EOLAL.. n �� 0NIA0 f
<br />PF. f6r/WOMRIRE/WlE WINTER A TILLNT b, PL aM ,Y-,e
<br />I ,w WeiT le ar n
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<br />SHEET NO.
<br />SH 1A
<br />
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