|
END CLOURES DETAILS FOR INUALLAT19N IN POURED CONCRETE,
<br />CONCRETE BLOCK OR WOOD 5TRUCTURES,. VALIQ FOR REGULAR, LIFE
<br />A E-Z M (D 5MEM5
<br />SAFETY. MANG 510 EANEL
<br />OR CONDOM
<br />SLOOK Olt 2* Agr 3105 �14 OR
<br />WOOD FRAME 4013-To ALM COMT Aum
<br />VARIES ANGLE WIT. V4*0 1 3/4*
<br />&
<br />1 /2 0 1 O.C,
<br />'/2-
<br />ARM
<br />POURED 4 1/4*4 . 1 3/4' TAPOON
<br />/2
<br />REOLORLD CONCRM SLOCK ANCHOR 0 12, ot.\� 2 1,2
<br />0
<br />r.4" WOOD OR(3
<br />lmW*AF F&MAWI
<br />sms-7w7ummamm
<br />CW folta 1/4'. . 1 3/#* a - 11 -
<br />ANCHOR 1 to"It LED U)CAY*N
<br />LED
<br />2 2' 2,
<br />VAM S, . Aw
<br />or V. 0 L ALUN. ANGLE ON
<br />M, 310-4154 SHM
<br />'-2' to C METAL ALUM, Wff PLAM
<br />X REQUIRED
<br />31 14 2 1/2'
<br />Is AILIM
<br />- 1.
<br />COW.
<br />OIL
<br />- - - - - - M- CAP
<br />TLI 1 4'
<br />to 2. HA-H14 OR 41063-16 AL10V
<br />w/04KNUT Goa A- AN"
<br />GASE A (PLAN) CASE 8-(ELAN) CA59 C (E CASE 0 (e
<br />SCALE 1/4'.1- SCALE 1/4-1 SCALE Ile-1- SCALE Ile -I'
<br />SCLIG-M OR C".-IN
<br />OR ELCO PANUMM
<br />,-;2w --\
<br />CONCROE �Wcwl Sm or me" clion
<br />I.5x POLHImmm SC"MJLE ON IIIIII
<br />(MIN, FAMEL re & no" RIALIM AS 01ILICAM 100 if)
<br />vgi;� BEYOND
<br />'or
<br />OPENING ViLD" COMPM COMIGMETE ROLUME0
<br />ON r.4' WOOD no"
<br />VARIES IF-4 -(t OR(D
<br />Trm Z,.= P—AFVLM. To
<br />WALL (NE" Off END MW
<br />X 9,0. DISTANCE
<br />- - - - - - - - - - - -
<br />CASE G (P
<br />SCALE 1/4-.1-
<br />V" MR 09RECT MOUNT INSTALLATION ONLY a
<br />CERTIFIED PANEL INSTAUATIGN AT WALLS W1
<br />No. 44167 t a SURFACE LEVEL VARIATIONS WITHIN 3/4'
<br />FLORIDA BUILDING CODE (Non Mph Velocity IWO carim, Zan 0)
<br />1 1
<br />CASE E (P CASE F (P 0=4 111= m 24 GAVE GALVANIZED STEEL STORM PANEL rik
<br />SCAM 1/4--l' SCALE i/0.1. wArA ft
<br />,n/V/nn
<br />11L EC 0 imic. GLOUL PROTECTION PRODUCTS, UC. VAX.
<br />4= &W. At STAW
<br />"our 33114
<br />20-175
<br />am .1-1 00 Otto= ML. OM)ow-*w
<br />caw" N.
<br />%NJ= A. In &. FZ
<br />"AlAk L 441 F09 ! 1 4 sww a OF is
<br />(VAUD ONLY FOR PANEL OtNSTALLATIONS AS PER ALTERNATfVM 1W THRU *% ON SHEETS 6 & 7)
<br />VAX AS.D.
<br />DESIGN
<br />PRESSURE
<br />RoOm
<br />(P-0
<br />M&IMIUM ANCHORS SPACING FOR LD4 - AS SHOWN ON SHECIS 6 & 7
<br />APP13,00BLE
<br />OF THEM
<br />MAXILIUM
<br />PANIEL
<br />LENGTH
<br />00
<br />TAPCON
<br />im SCREW
<br />PANEUMATE
<br />PANEUVATE
<br />PM
<br />WOOD Ep""
<br />13'
<br />13'
<br />IT
<br />IT
<br />IT
<br />lot crop)
<br />1T
<br />Ir
<br />IT
<br />13"
<br />IT
<br />tw w"am)
<br />0 11r
<br />8 1/2,
<br />4 1/2"
<br />8 Ilr
<br />6 1/2.
<br />m
<br />8 Ile
<br />12 1/2*
<br />6 114e-
<br />mm.)
<br />w--w
<br />OR
<br />LESS
<br />Ir
<br />V
<br />(190TION)
<br />13-
<br />IT
<br />IT
<br />IT
<br />(TOP)
<br />+41L-0
<br />13,
<br />13"
<br />13,
<br />13"
<br />1 sr
<br />(BOTTOM)
<br />13,
<br />IT
<br />IT
<br />I r
<br />81/2-
<br />Cw)
<br />13,
<br />IT
<br />13,
<br />1 r
<br />1.
<br />fill (gorrum
<br />1/2*
<br />6 1/2'
<br />61/2-
<br />If 1/2,
<br />111
<br />(TOP)
<br />-
<br />- 1
<br />6 1/4'
<br />12 1/2'
<br />61/4-
<br />wit.)
<br />TO
<br />4 1/2w
<br />a
<br />5 1/2*
<br />IMP)
<br />I
<br />14 4'
<br />4 1/2-
<br />41/2'
<br />MOTTOM)
<br />10 Ijr
<br />I
<br />(TOP)
<br />13"
<br />13,
<br />IT
<br />I tY
<br />a Ilr
<br />WITOM)
<br />I
<br />SEE TABLE #1 FOR MOX A.&D. DESIGN LOADS & VAX. PANEL LDWHS WHEN SPACER " IS
<br />USED, ONLY TO ALTERNATE 2W ON SHEX7 6
<br />MAX. "A
<br />DES04
<br />PRESSURE
<br />RATING
<br />Wkf.)
<br />MAW" ANCHORS SPACING FOR ED. - AS SHOWN ON %IEM 6 & 7
<br />APPUDABLE
<br />TO
<br />ALTERIXTM
<br />&A r.
<br />OF THEN
<br />I&AMMUNI
<br />PANO.
<br />LENGTH
<br />-v
<br />00
<br />TAPCON
<br />LAO SCREW
<br />PAMILMATE
<br />FEWALE 0
<br />PANIELItIATE
<br />PLUS
<br />"DO summ
<br />IT
<br />13*
<br />13"
<br />13*
<br />1W ?m
<br />IT
<br />13P
<br />IT
<br />is'
<br />r
<br />1w 0mcm)
<br />a 11r
<br />61/2-
<br />a 1/2-
<br />m
<br />s f/4,
<br />12 1/2'
<br />6 I/V
<br />(qm�.)
<br />W01
<br />r
<br />7 1/2'
<br />a'
<br />Ir
<br />(TOP)
<br />OR
<br />LESS
<br />7 t/2-
<br />1.
<br />w
<br />MOTION)
<br />IT
<br />IT
<br />IT
<br />13,
<br />IT
<br />>+46. -43
<br />TO
<br />+75-75
<br />IT
<br />Is*
<br />13,
<br />IT
<br />I
<br />IT
<br />IT
<br />13,
<br />13,
<br />to,
<br />(TOP)
<br />IT
<br />IT
<br />13,
<br />Ir-
<br />1/4V
<br />IW (BOTTOM)
<br />1/2"
<br />4 1/2'
<br />0 t/r
<br />6 1/2
<br />6 1/4'
<br />12 /2-
<br />;112;
<br />TO
<br />4 t�2'
<br />a"
<br />7 1/.
<br />-r-s*
<br />5 1/2-
<br />e
<br />3W MITOMI
<br />IT
<br />r
<br />4W MP)
<br />r IT
<br />IT
<br />IT
<br />IT
<br />_IO'
<br />4w Mormii)i
<br />SEE TABLE ji FOR MAX. A.S.D. OMN LOADS & MkX FANEL L96THS WAN SPACER 0 IS
<br />LSM,, CORRESI"DING MY 70 ALTERWE 2W' ON SHEXT 6 1
<br />TABLE
<br />#1 A
<br />A.S.D. DESIGN LOAD
<br />MAXIMILIM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />-a.
<br />Is.
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />5.
<br />MAX. PANEL LENGTHS ARE ONLY VALID FOR tINSTALLATU)NS
<br />W/ PAINE1 MATE EPAALE 10 OR PANEL MATE PLUS
<br />ANCHORS & W/ " Lppm,tqz- 1/2- D.C.
<br />(VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SFC71ONS 1 THRu 6, ON SHEaS 4 & 5)
<br />MAX. A.&D.
<br />DESIGN
<br />PRESSURE
<br />MTm
<br />MAXIMUM ANCROMS SPACING FOR MIN LO, PER SCHEDULE RELOW
<br />MWW
<br />DESIGN
<br />PRIMISURE
<br />I MAK' "0'
<br />UNG
<br />MIOLI" ANCHORS SPACING FOR MIN E.D. PER SCHEOUILE BELOW
<br />G SECILONS
<br />& a
<br />k"MUM
<br />Pmm
<br />11111.r
<br />IAJAQON
<br />I SOLID -SIT
<br />FINALE
<br />.03
<br />2AMAC-o"
<br />CALK. -IN
<br />OF jrt6M
<br />Twoom
<br />I sow -$a
<br />Fix"
<br />1)
<br />1 pus
<br />4"'IC-le"Llk
<br />CAUK.m
<br />�Al
<br />10
<br />3k
<br />1=0
<br />3k
<br />To
<br />offam
<br />..
<br />W,
<br />co!�
<br />;AP
<br />*a=
<br />3k
<br />'a
<br />am*=
<br />=nwom=
<br />%woeowow
<br />am
<br />ca
<br />OF DfEM
<br />t
<br />+45W,48
<br />LESS
<br />IT
<br />13*
<br />IT
<br />ir-
<br />W
<br />IT
<br />is,
<br />IT
<br />IT
<br />IT
<br />I
<br />IT
<br />1 (700)
<br />W-r
<br />OR
<br />LESS
<br />+4%-45
<br />13"
<br />IT
<br />IT
<br />IT
<br />IT
<br />1'r
<br />IT
<br />IT
<br />is,
<br />IT
<br />IT
<br />111 1/2'
<br />1 (W)
<br />OR
<br />IT
<br />IT
<br />IT
<br />IT
<br />ir
<br />ir
<br />ir
<br />131
<br />IT
<br />IT
<br />IT
<br />IT
<br />I a
<br />IT
<br />1 (801704)
<br />13"
<br />IT
<br />t3l
<br />IT
<br />IT
<br />is,
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />11 1/2'
<br />1 (Wrmm)
<br />137
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />13'
<br />2 (TOP)
<br />13,
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />13,
<br />IT
<br />IT
<br />tT
<br />IT
<br />11 1/2'2
<br />(TOP)
<br />13,
<br />IT
<br />IT
<br />13,
<br />IT
<br />13,
<br />13,
<br />IT
<br />1 sr,
<br />13,
<br />IT
<br />'T
<br />-Ir-
<br />IT
<br />I.
<br />IT
<br />2 T2a"
<br />13*
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />13*
<br />IT
<br />-
<br />IT
<br />IT
<br />Ar
<br />; IT
<br />IT
<br />or
<br />IT
<br />13,
<br />'T
<br />tT
<br />IT
<br />IT
<br />i3l
<br />3 ODP)
<br />IT
<br />IT
<br />IT
<br />IT
<br />is,
<br />IT
<br />1.
<br />1.
<br />.
<br />13,
<br />IT
<br />is 1/213
<br />(TOP)
<br />-
<br />12 1;j%2-
<br />—1/2'
<br />—1/4'
<br />i —11e
<br />12 1/2'12
<br />112"
<br />-
<br />-
<br />5 1/4'15
<br />1/4'
<br />3 (BOTTOM)
<br />1/2�
<br />12 1/21
<br />-
<br />-
<br />6 1/4'
<br />6 11-V13
<br />(Surfolf)
<br />or
<br />r
<br />1 Ir
<br />w
<br />Is'
<br />w-
<br />or
<br />8*
<br />1.
<br />B.
<br />J/2'I
<br />1/21
<br />aWr
<br />11*
<br />r
<br />6 1po
<br />g-
<br />71/2-
<br />r
<br />a,
<br />Ir
<br />S*
<br />S*
<br />4,1-,
<br />4.
<br />It*
<br />-
<br />I r
<br />-
<br />r
<br />-
<br />I V
<br />-
<br />-
<br />to
<br />-
<br />I ar
<br />-
<br />r
<br />-
<br />Ir
<br />-
<br />13"
<br />IT
<br />T
<br />IT
<br />IT
<br />IT
<br />or
<br />I 13L-
<br />Ir
<br />IT
<br />IT
<br />Ir
<br />13,
<br />tT
<br />IT
<br />IT
<br />IT
<br />IT
<br />13'
<br />Ir
<br />IT
<br />14'
<br />IT
<br />0.1/4
<br />IT
<br />IT
<br />IT
<br />IT
<br />Is,
<br />IT
<br />1 13,
<br />IT
<br />IT
<br />i3l
<br />13"
<br />tT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />IT
<br />13'
<br />IT
<br />13'
<br />IT
<br />11 A
<br />'/2
<br />5 (BOTTOM)
<br />13,
<br />IT
<br />T
<br />IT
<br />IT-
<br />IT
<br />IT
<br />I IT
<br />tT
<br />IT
<br />1
<br />IT-
<br />IT
<br />'a
<br />IT
<br />IT
<br />IT
<br />IT
<br />13.
<br />13'
<br />IT
<br />IT
<br />IT
<br />to
<br />it I
<br />Crop)
<br />-
<br />K3-
<br />-
<br />I.IL4
<br />6 1/4"
<br />6 1/4'
<br />6 1/4'1
<br />8114-
<br />-
<br />6 t/r
<br />6 1/4-
<br />6 1/4-
<br />6 Ile
<br />of V41
<br />4 1/4'
<br />1
<br />a-
<br />IT
<br />to 11r
<br />IT
<br />7'
<br />1 Ir
<br />7'
<br />71/2
<br />51/2
<br />IT
<br />4 I1rII
<br />(TOP)
<br />70
<br />1—
<br />13*
<br />IT
<br />13,
<br />IT
<br />a I/r
<br />13,
<br />6 1/2'
<br />9 11r
<br />a I/;r
<br />IT
<br />--
<br />5 ll�
<br />I
<br />>w-V
<br />TO
<br />W-91
<br />I
<br />_13
<br />IT
<br />71
<br />IT
<br />IT
<br />IT
<br />91/2
<br />IT
<br />9 1/2
<br />101/2
<br />71/2
<br />131
<br />Ir
<br />P (--m)
<br />7. 1/2*
<br />IT
<br />isp
<br />IT
<br />to*
<br />IT
<br />scr
<br />if*
<br />r
<br />—1/2'
<br />IT
<br />6 'Ir
<br />1 (BOTION)
<br />IT
<br />S.
<br />51
<br />IT
<br />101/2'
<br />IT
<br />r
<br />13'
<br />r
<br />71/2
<br />51/2
<br />IT
<br />4 1/2*
<br />2 (TOP)
<br />IT
<br />IT
<br />13,
<br />IT
<br />8 1&
<br />IT
<br />—1/2'
<br />i-I jF
<br />IT
<br />5 11r
<br />2 CLOPI
<br />13"
<br />7-
<br />1 tr
<br />IT
<br />IT
<br />9 1/2
<br />IT
<br />1/2
<br />101/217
<br />1/2
<br />IT
<br />of 1
<br />2
<br />'T
<br />7 Ilr
<br />IT
<br />JT
<br />IT
<br />IV
<br />IT
<br />IV
<br />if-
<br />W
<br />IT
<br />6 11r
<br />2 iID"
<br />-w
<br />r
<br />r
<br />IT
<br />IT
<br />12r
<br />9,
<br />- i7i
<br />-T37,
<br />. 1/2
<br />10 1/2
<br />7 1/2
<br />IT
<br />6 ILr
<br />3 (W)
<br />IT
<br />7 Ilr
<br />IT
<br />IT
<br />IT
<br />le
<br />IT
<br />Iw
<br />it'
<br />V
<br />IT
<br />6 11r
<br />3 (w)
<br />-
<br />12 1/2'12
<br />I/r
<br />5 1/4*
<br />6 1/4�
<br />12 11r
<br />6 Ile
<br />-
<br />-
<br />a 1/4 -
<br />6 Ile
<br />3 (BOTTOM)
<br />2 1/2*[12
<br />11r
<br />6 1/4*
<br />6 Ile
<br />112 1/2112
<br />1/2'
<br />4 Ile
<br />6 Ile
<br />3 MOTTOM)
<br />7'
<br />5 1/2-
<br />1-
<br />3 1/2�
<br />W
<br />4 Ilr
<br />T
<br />61/2-
<br />r
<br />4 (W)
<br />7 Fll./�2-
<br />3'
<br />8;
<br />4'
<br />S'
<br />4'
<br />4 11r
<br />3 11r
<br />6 11r
<br />T
<br />4 (TOP)
<br />w
<br />5 Ilr
<br />1/2'
<br />-'
<br />4 (wrfow)
<br />1/2*
<br />-
<br />7 11r
<br />-
<br />4 OVITUO
<br />1.
<br />IT
<br />9 1/2'
<br />IT
<br />! 1/2'
<br />10 Ijr
<br />7 1/2;
<br />1
<br />r
<br />i"Cmp)
<br />IT
<br />T
<br />a 11r
<br />IT
<br />1 IT
<br />IT
<br />to*
<br />IT
<br />1w
<br />if*
<br />r
<br />IT
<br />4 1/rls
<br />a
<br />3,
<br />9 11r
<br />to Ijr
<br />a 1/2-
<br />5 (BoTroma
<br />13,
<br />a Ilr
<br />IT
<br />I IT
<br />IT
<br />IV
<br />I-r-T
<br />7 1/2
<br />4 I/rIs
<br />(im
<br />IT
<br />a,
<br />IjE
<br />IT
<br />�16
<br />1/4"16
<br />illrill
<br />1(#
<br />6 144�16
<br />a 1 �4:16
<br />14!:
<br />16 le
<br />_V
<br />16 1,� �415
<br />=)
<br />IWIC OW I I M ANCHORS TYPE 4 WW.W MR MIXUATIDIG Not) WOW 11AME 1101LONGS,
<br />� ANCHOR WACINGS AM MINIMUM EDGE ONGIANCE AIM 010"" ON IRIS SCHEDULE MR EA
<br />LESS If" "Mo Om somm "mu mom SPACING, m MOOKIING vmw %"N ON
<br />SCHMU We THE FOLLOWING, FACRAS FOR THS Wfoloaft TO WE POSSIBLE. INVOKED VACM
<br />OfffAm UPC FACTOR %wx NOT K us$ TWN www "KING; 110100am to VCH ANCHOR TYPE
<br />ON TOM SCHIS4111.
<br />ANCHOR TME
<br />1/410
<br />.
<br />I =Lgtw
<br />1P.10
<br />mommum mcpm
<br />3
<br />3
<br />3
<br />2 Ix
<br />91/2
<br />"Ne" on ommorm
<br />3
<br />11r
<br />4
<br />010ANIMpa.)
<br />3
<br />3 Ilr
<br />iff
<br />31/2
<br />3 ix
<br />ACRIAL WK WPM (EA)
<br />FACM
<br />3 $/r
<br />Im
<br />Io`
<br />'40
<br />14D
<br />SPACINGS ONLY VAUD IS USETL SM VE MAL. A.S.D.
<br />DIESIGN LO" & MkX 5Ei=pWHEN PACER 6
<br />0. M., C;
<br />4)orcA
<br />: rd"
<br />D. M.. (.'
<br />or(4
<br />MUKE
<br />&I A
<br />A". DESIGN LOAD
<br />MA)GMUM PANEL
<br />LOOT"
<br />40 PSF OR LESS
<br />V-8,
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />51-10*
<br />A MAX. PANM LMTHS ARE Ohfi�j VAUD FOR INSTALLATIONS
<br />W1 SOLID SET ANCHORS & W1 " SPACER AT 12 11r OC.
<br />r MAX. R A/13� R-2A/13, R3A/K 4-20/13. S-30/14.
<br />*R-11AW/15, R-2AW/15. R-3AW/16. R-IOW/M R-29110/`15, R-30 W /16. MR.
<br />0
<br />0 0
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<br />3 3 E. NOTES- <
<br />24 GAGE "LVAMM STEEL STORM PANEL 44167 "M iki= w- 24 USE GALVANIZED STEEL STORM PANEL am wism, M.
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<br />1. INSTALLATION ARE ONLY MO FOR MAX. KS,D. STATEOF --.,V
<br />ANAL STATE PRESSURE RATINGS (p ) AND PANEL LENGTHS AS DESIGN PRESSURE RATINGS (pm.f AND PANEL arm/mm z
<br />111PIE C 0 ime. GL09AL PROTECT" PRODUCTS, LW- PER ELEVATION ON S4EmjfT IL C0118c, MAMPROT LLC. 10 Oi mc� GLOUL PROTECTION PRODUCTS. 11C.
<br />STATE Or 11JE LE14MS AS PER ELEVAMON ON HEET 12. 111P ECO,
<br />WOOD TILLM -Roo I
<br />0, 2. FOR NEW WOW FRAME CONSTRUCTION. S 'low 40M 11,11. St STPW
<br />/ 3fau kC ONE FL 33314 z
<br />r -t75 MEMBERS TO BE SOUITIM PINE No 2, W/ SPECIFIC 60-A10 a Mmrlorl MCRE DOW. FL 14 20-1175 2. FOR NEW WOW FRAME CONSTRUCTION: WOOD 3w --
<br />)BBB-75'A FAX (1501110-41111 MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC am
<br />20 .054 f20-1�J75
<br />DENSITY OF 0.56 OR EQUAL .. now-. (W)SO-7saL (064)"wmomix
<br />DENSITY OF 0.55 OR EQUAL
<br />OR
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<br />�.iv/ ECTION PRODUCTS,
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