|
END CLOSURES DETKILS FOR INSIALLATION IN POURED CONCREIE.
<br />C.QNCRETE BLQCK 08 W-QQD STRUCTURES, YALID R REGULAR. UEE
<br />SAFE11 A E—Z HANG STORM PANEL M SYSTEMS
<br />OR
<br />BLOW- OR r � 3' 00, 3105 11-1.
<br />r"' WOO11i FPAME 605�16_
<br />9) 0 "A'a l
<br />MOLE Tom
<br />cl
<br />1/4*0
<br />2 Ilr
<br />REOURED OR(� 'in
<br />"a SQ4 J
<br />an ANAma "Ile -1
<br />2'. 4w I= LOVATION
<br />YAWS 5,
<br />2, 1 lose
<br />L<I ALUAL ANOLE Olt
<br />40,310-4154 POUIRD CONORET
<br />31 OR NEW AWN, W sLa* OR 2-w EW'Dw FROME
<br />21/2-
<br />Mutt r/4'
<br />Mis. CAP
<br />r
<br />09
<br />4 12- acip-11 AILM
<br />r-L Ak- ANGUE
<br />SE A (PLAN) C-M E B CASIE Q (PLAN) CASE D-21LANI
<br />SCALE 1/4--l' SCALE 1/4'-1' SCALE 1/4--l- SCALE 1/4--l-
<br />scuc�_Svr OR C"-"
<br />ON ELCO PANELMAX
<br />IFENME a No
<br />'w"pw1c 'PAW -W'-= A" nr P-
<br />POURED cm OR 09 2%4' *000 SOM OF ups"m
<br />O)NNCRErt MACK VARI FRAME FICNARM AS *PLCW To* ill
<br />0, r.0 WOOC FRMIC 4) &
<br />REOURED
<br />REOUM 'DJ t
<br />L-a (1) OR(b
<br />I r-�i)CM F&= TO
<br />6, kt. ('VVER CUT PAPAU.S.
<br />Emo '-w.)
<br />x SO. OffrANCE
<br />ZHIF /___
<br />J- - - - - - - - - - -
<br />CASE G (P
<br />- SCALE 1/4*-l'
<br />/�. �IeN
<br />" VALID FOR URE
<br />.'or q NOW INSTALLATION ONLY
<br />'Elvs-�. 1
<br />CERTIFIED PANEL INSTALLATION At WALLS ill/
<br />z
<br />W 44167 SURFACE LEVEL VARIATIOW WIIDON 31e
<br />v.I.Cify RU Cone Zone)
<br />FLORIDA BU!LDINP COOELW2n In V.I., IY wu
<br />CASE UELW rASE F (PLAN) ILI" w_ 24 GAGE ULVANUXD STEM "M PANEL Fit,
<br />SCALE SCALE 1/6"i,,l.
<br />St GLOBAL PROTEMN PRODUCTS. Lm.
<br />11LIEC0,7
<br />10 4W ILIt 81 01021
<br />O"AL rt� =14
<br />atin 4, PX Mn'!
<br />4 1 1 5= I OF is
<br />VAUD ONLY FOR PANEL INSTALLATIONS As PER
<br />Am A.S.
<br />m"O'
<br />PRESSURE
<br />RATIN G
<br />(P.J J
<br />MMMUM ANCHORS SPACING PIDIR E.D. - AS SHOWN ON SHEETS & 7
<br />APPLICABLE
<br />ALTERNAME!
<br />M
<br />%
<br />44.
<br />OF THEM
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />-L
<br />TAPCON
<br />LAG SCREW
<br />r
<br />MIATO
<br />PANELMolrE
<br />PLUS
<br />WOOD BUSHING
<br />13*
<br />Ir
<br />Ir
<br />Ir
<br />1.
<br />AN crop)
<br />13.
<br />13!
<br />Ir
<br />13-
<br />1*
<br />�16
<br />0 1 /2*
<br />1/4
<br />OR
<br />S'
<br />3.
<br />flop)
<br />LESS
<br />(90111014)
<br />tr
<br />13,
<br />13,
<br />is-
<br />OR
<br />LESS
<br />13"
<br />Ir
<br />13"
<br />13,
<br />IT 172-
<br />(TOP)
<br />13,
<br />137
<br />_11r
<br />_Tr
<br />8 1/2,
<br />6 Ilr
<br />2W (top)
<br />64/4-
<br />12 1/2'
<br />2W L
<br />TO,
<br />41/2-
<br />4'
<br />1/2*
<br />8 1/2'
<br />14!-e
<br />1/2'
<br />1
<br />7
<br />3w (BOTTOM)
<br />to 1/2,
<br />__LIZZ
<br />,:
<br />0 Fir
<br />12*
<br />Ir
<br />130
<br />o Ile
<br />4* Isc From
<br />SEE FOR MAX. ALS�O. DESIGN LOADS & MAYL PANEL
<br />US T� %0" ONLY TO ALTERNATE 2W ON SHEET 6
<br />ED LENIGrm WHEN SPACER IS
<br />IW THRU 4W. ON SHEM 0 7)
<br />No, AslC.
<br />DESIGN
<br />PRESSURE
<br />PAPNO
<br />MMIMUM ANCHORS SPACING FOR E.D. AS SHOWN ON SHEETS 6 4 7
<br />APPLICABLE
<br />TO
<br />it ANY
<br />OP THEM
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />TAPOPN
<br />LAG SCREW
<br />PANEI.MAIE
<br />FEMALE 10
<br />PmR8'mjA
<br />wom
<br />Fir
<br />13.
<br />Ir
<br />13*
<br />Ir
<br />13,
<br />13,
<br />r
<br />Iw (wrtim)
<br />6
<br />6 I/v
<br />121
<br />r
<br />7 112.
<br />3w mm
<br />OR
<br />LESS
<br />Ir
<br />ir
<br />Ir
<br />13'
<br />Ir
<br />4W m
<br />-45
<br />+75-75
<br />Ir
<br />Ir
<br />13
<br />Aw (BOTTOM)
<br />13,
<br />t3"
<br />Ir
<br />To*
<br />Ir
<br />Ir
<br />13"
<br />Ir
<br />-
<br />61/4'
<br />111 (MYTOM)
<br />6 Ilr
<br />0 W*
<br />6 1/2'
<br />2w (TOP)
<br />6 t/4*
<br />12 1/2'
<br />>5'-
<br />To
<br />4 Ilr
<br />7 1 /2-
<br />7 1/2'
<br />7,-r
<br />S 1/2
<br />3W (91170fill
<br />Is*
<br />13,
<br />ir
<br />13,
<br />IV
<br />4W (6011001
<br />ME TABLE 11 FOR LOADS & MAX. PANSL, LENGTH$ WHEN SPACER
<br />USED, CORRESPONDING; ONLY TO AarRmTE 2w ON SHISEt 6
<br />MAX, &SO. DESIGN
<br />A.&D. DOM LOW
<br />M011" PANEL
<br />40 PSF Oft LESS
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 6Q PST,
<br />A MAX. PANEL LENGTH$ ARE 014LY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATE FQMALE ID OR PANEL MATE PLUS
<br />ANCHORS W/ 1/2* O.C,
<br />INSTALL919N.DUAILS FOR UFE SAEMIANELO-)
<br />INTO EQMD ONCRETE OR CONCRETE IWO STRucim
<br />1/4 �CN 1X1
<br />WEED ;A:l
<br />NO;APC
<br />R
<br />CONatimr O=x 'A'41 CONCRETE BLOM
<br />PANEL LENGTH
<br />(SEE ELEVATION
<br />ON SHEET 12)
<br />L/2
<br />@
<br />REGUIAlt PAN"
<br />ANCHOR 0 12 1
<br />Ir D.C.
<br />sm SHMM 13 16 FOR ANCHORS TYPE &'SPACM FOR
<br />MA WOOD ROME MALOOM.
<br />M*rAM A004M SPACNOS AND UNIMUM EMPE.M
<br />Aft INDICATOO OW TM SCHEDULE, FOR C'oi L I
<br />0OUnb 0 SCHEDULE AMUM ANOM SPAC014 in
<br />MAMYWON SPACINQ 94M 04 SOMMLE Rr THE
<br />FOU.00" FACTM FW INS OPPATIO4 M BE POsmkL
<br />RatiOnt SFACWC OBTAINED 119" FACTOR SFAL War BE
<br />It" mmwfA VA" ""YED MR EACH mom
<br />om THR !22!�E
<br />Aval" "m
<br />jt4Z.
<br />wm
<br />1/4�1
<br />WWWAL M*M WOOM (44
<br />1
<br />;jjj= 10-0
<br />3
<br />31/2
<br />ameftswumnow
<br />FM
<br />_--il Ir
<br />r
<br />F
<br />ED*
<br />REQUIRM
<br />=:AHELVAT"')
<br />WALL MOURM
<br />SCALE 318�t-
<br />PANEL LEN014
<br />Mo.
<br />ISGE=ON,
<br />(VALJD
<br />AS PER SECTIONS I THRU ON $HEM 4 & 5)
<br />A.S.O.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />MAIIINUM
<br />ANCHOAS
<br />SPACING
<br />FOR
<br />MR E.G.
<br />PER
<br />LE
<br />BELOW
<br />APPUM
<br />10 SE
<br />MMIMUM
<br />PANEL
<br />LENGTH
<br />(ft.)
<br />WXl ASZ,,
<br />DES"
<br />PR=tw
<br />RATING
<br />(P-1.1")
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />VA LO
<br />PER SCHEDULE
<br />BELOW
<br />CABLE
<br />AP"U"
<br />swnm
<br />a Im
<br />CONVOlikTON
<br />KAXIMUM
<br />PANEL,
<br />LENM
<br />'TAPCON
<br />SOLID
<br />-Set
<br />PANELAW
<br />FEW"
<br />IS
<br />PAMIELMM
<br />PLUS
<br />ZAMAC-MAILIN
<br />N
<br />a INV
<br />1—
<br />ZAMAC-KMUN
<br />-IN
<br />g
<br />3k
<br />10
<br />00twit
<br />3k
<br />_X6
<br />IF
<br />10
<br />%Xm
<br />it
<br />*
<br />To
<br />vommm
<br />mam
<br />70
<br />t4S, -45
<br />ir
<br />17
<br />13.
<br />is-
<br />17
<br />is-
<br />I r
<br />13-
<br />is-
<br />is,
<br />ir
<br />le
<br />I 00P)
<br />OR
<br />LESS
<br />+46. -45
<br />Its, -55
<br />13,
<br />13:
<br />13,
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />f'r
<br />(TOP)
<br />OR
<br />LESS
<br />13:
<br />ir
<br />ir
<br />ir
<br />iar
<br />Ix
<br />13'
<br />vy
<br />ir
<br />Borrow
<br />:1 �(
<br />-73�-
<br />-Tr-
<br />-13-
<br />1 5.
<br />Ir
<br />13,
<br />wr
<br />13'
<br />Tr
<br />Ir
<br />--.L
<br />I 3�
<br />it Ily
<br />I (Surra"I
<br />i3K_
<br />Tr
<br />43,
<br />13-
<br />Ir
<br />T3*
<br />13"
<br />ir
<br />Ir
<br />2 (top)
<br />ly
<br />7i;_
<br />�jr�
<br />_
<br />Ir
<br />Ir
<br />13-
<br />Ir
<br />IS-
<br />-
<br />I I t/2'
<br />2 VDP)
<br />-i.3L-
<br />Ir
<br />_2�_
<br />11
<br />41
<br />3
<br />3
<br />L3,
<br />Ir
<br />r
<br />J
<br />—
<br />2 (007TONG
<br />4'.
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />'r
<br />Ir
<br />Ir
<br />13*
<br />Ir
<br />13"
<br />11 1/21
<br />2 (6011104)
<br />I
<br />Ir
<br />_13 _
<br />13.
<br />_
<br />Ir
<br />ly
<br />_L_
<br />tr
<br />_1.:_
<br />TY
<br />_1:_
<br />is,
<br />�
<br />Ir
<br />—
<br />ir
<br />is
<br />Ir
<br />1-66FT-
<br />—
<br />Ir
<br />1.
<br />1.
<br />il
<br />1Y
<br />13"
<br />13,
<br />1 I/V
<br />3 CIOP)
<br />2 1 /�t'
<br />12 Ile
<br />6 1/4'
<br />_110
<br />T I�LY'
<br />I _211r
<br />6 1/4'
<br />6 Ile
<br />3 (BOTTOM)
<br />12 I/r
<br />j72 1/2'
<br />6 1/4^
<br />6 Ile
<br />12 11r
<br />12 t/2'
<br />:_
<br />1/4'
<br />a Ile
<br />3 (GOT70M)
<br />Rr
<br />w
<br />S*
<br />7
<br />A (TOP)
<br />5 1/2'
<br />a"
<br />5 I/;r
<br />ar
<br />71 12'
<br />---
<br />a'
<br />5,
<br />r
<br />_W
<br />4 tFOOP)
<br />__
<br />13'
<br />ilt"
<br />_�:_
<br />ir
<br />- -
<br />Ir
<br />__n_
<br />ur
<br />_�_
<br />13,
<br />_A�_
<br />I -A,
<br />_::�_
<br />13r,
<br />- IF-
<br />ir
<br />Ir
<br />_
<br />I _*'
<br />is,
<br />6 (m)
<br />jr
<br />-
<br />4 (Borw
<br />tl*
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />13,
<br />sY
<br />I I t/2'5
<br />_/v
<br />CTM
<br />Ir
<br />is-
<br />Ir
<br />ir
<br />14'
<br />13-
<br />Ir
<br />ly
<br />IT
<br />—IF
<br />(BOTrw
<br />Is*
<br />13,
<br />0"
<br />ir
<br />Ir
<br />13*
<br />Ir
<br />13*
<br />13,
<br />I
<br />13
<br />ly
<br />/
<br />-Ti�-
<br />-:1E
<br />K=.
<br />73_;"_
<br />-�F_
<br />I r
<br />S.
<br />3
<br />IV
<br />13,
<br />_16-1-14i
<br />a (TOP)
<br />_(SOT11711,
<br />Is*
<br />Ir
<br />13*
<br />13,
<br />is,
<br />Ir
<br />Ir
<br />Ir
<br />13
<br />ir
<br />tr
<br />11 1/v
<br />a VOPI
<br />le
<br />Ile
<br />e
<br />r
<br />—
<br />6 t/e
<br />_0 -11-e
<br />ro ( _w" _5
<br />_1;"3r7_
<br />V
<br />Ir
<br />101/2'
<br />Ir
<br />7-
<br />13,
<br />v
<br />7 1/Z
<br />51/2
<br />13*
<br />4 1/2'11
<br />(TOPI
<br />>51--w
<br />TO
<br />14-
<br />)3*
<br />6
<br />is'
<br />Ir
<br />Ir
<br />—
<br />_t�
<br />m
<br />9 a-
<br />—Ir
<br />0 1/2
<br />Ir
<br />9 1/2
<br />Ii 1/2
<br />1 1/2
<br />I_v
<br />6,
<br />1 mmw)
<br />13*
<br />7 1/2'
<br />ir
<br />Is*
<br />Ir
<br />to,
<br />13r*
<br />to-
<br />IT-
<br />ir
<br />sr
<br />6 1/2'
<br />1 (BOTTOM)
<br />Ir
<br />10 1121
<br />Ir
<br />7
<br />71/2,
<br />51/2
<br />Ir
<br />4 1/;r
<br />2 CIOP)
<br />61
<br />Ir
<br />13'
<br />1r
<br />a Ilr
<br />9 ITIt
<br />1/2*
<br />3
<br />Ir
<br />Ar
<br />qT/'q
<br />13,
<br />"/2
<br />to I/Ifl
<br />112
<br />"31
<br />7 1/7'
<br />13'
<br />13,
<br />1'r
<br />10,
<br />13*
<br />In*
<br />At
<br />Ile
<br />2 (aarmol
<br />I:r
<br />I I
<br />7 _1/_2
<br />9 1/2
<br />to 1/217
<br />1/2
<br />73'
<br />it Ilr
<br />_(SOT11w)
<br />$ (W)
<br />ir
<br />7 I/v
<br />13*
<br />Is*
<br />I�r'
<br />to*
<br />13"
<br />To*
<br />-1
<br />w
<br />Ir
<br />a Ilr
<br />3 (TOP)
<br />t2 1/212
<br />-i-r-
<br />Ilr
<br />Ile
<br />6 I1V
<br />12 I/rIS
<br />I/V
<br />-
<br />1 -
<br />6 1/-
<br />6 1/4-
<br />3 (90170M)
<br />12 1/2'72
<br />1/2"
<br />6 1/4'
<br />6 JJ47i
<br />12 1/2'12
<br />1/2'
<br />-
<br />6 1/4�
<br />6 Ile
<br />3 (BOTTOM)
<br />r
<br />r
<br />S-
<br />F-11-F
<br />71
<br />r
<br />31/2
<br />L
<br />I I/r
<br />3*
<br />4 ovn
<br />LI/2-
<br />r
<br />9"
<br />6.
<br />___
<br />7"
<br />4'
<br />S'
<br />e
<br />�4 1jr
<br />1/2-
<br />81/2'
<br />J'
<br />4 (TOP)
<br />S*
<br />_jL_
<br />-
<br />I —1
<br />_
<br />_.'
<br />-
<br />A,
<br />__ _
<br />__F_'
<br />_�3�
<br />—
<br />_
<br />5 11F
<br />_
<br />7
<br />(BOTTOM)
<br />is,
<br />71
<br />Ir
<br />1Y
<br />iar
<br />a 1/2'
<br />13*
<br />9 v.
<br />W
<br />IT
<br />13"
<br />a 'Ir
<br />t3*
<br />Ir
<br />7�0�
<br />_13;__
<br />11
<br />'4
<br />1.
<br />Ir
<br />1217
<br />Ir
<br />9 T/7-
<br />13-
<br />0 4/2'
<br />is"
<br />Ir
<br />a ItIr
<br />Ir
<br />Ir
<br />Ir
<br />to,
<br />Ir
<br />'w
<br />it'
<br />__�
<br />L,
<br />13,
<br />16 11ris
<br />(Wrmm)
<br />13-
<br />1 172.
<br />Ir
<br />r
<br />Ir
<br />1
<br />7 17FIS
<br />Ili
<br />Ir
<br />1 13,
<br />1
<br />1$
<br />6 1/2-
<br />1 IC2
<br />13'
<br />r1a
<br />16 1/2'16
<br />CIOP)
<br />IF )
<br />0 1
<br />0 1/4'
<br />a 1
<br />6 Ile
<br />suelsim'Jo
<br />TT=
<br />SEE shmEr -it to Am"" TIM A, SPACINS Fm WALWIDIS wm "m "ONE SCHIMi"
<br />"A" ANCHOR SPAM" AN 10"M WOE DOTANCE AM INOMAVED ON Ult� SCHM" FM ED.
<br />USS TWA 40CATO ON IFPd!OkU ROM ANCHOR VACM Pf "WIM SM064 SilOOMN M
<br />FACTORS, FOR TIM GPM 10 BE PO RE SWAG
<br />Mo
<br />rA%Oe"
<br />ogaw SNMLNQFS LESS, TIM 4"W SFACOW INDICATED FOR ENOff ANOW TM
<br />ON " SCHEOULL
<br />ANCHOR
<br />%VWN
<br />I sousi-stri,
<br />c".v
<br />MINIMUM Amm" 9404 0`0
<br />4
<br />3
<br />3
<br />I Im
<br />j ta
<br />00
<br />4
<br />tII
<br />---
<br />I
<br />="l ommOx
<br />',,,r
<br />4
<br />moom CEO)
<br />FACT"
<br />Im
<br />SPACINGS ONLY VALID WHEN SPACER IS QSM SEE #I MR
<br />riz
<br />DESIGN WADS & MAX, PMEL WHI 5 USED.
<br />(sa, SECTIONS &ALTErmums ON SHEETS 13, 14. is
<br />r Nil R-lAlft3. R-2A/13. R-SA/14, b�R-19/M R-29/13, 9-39/14.
<br />D.W(j), *R-IAW/16, R-2AW/15, R-SAW/16, R-3M
<br />4) or (1) 7
<br />0 0 0 0 0
<br />u"
<br />is A
<br />AV). OEM I=
<br />"m PANEL.
<br />LIDOW
<br />40 PSF OR LESS
<br />61_5*
<br />> 40 PSF TO 50 PSF
<br />6��*
<br />> 50 PSF TO 60 PSF
<br />5'-W
<br />A MM. PANEL LEN" ARE ON§ VALID M INSTALLATIONS
<br />W/ SOLID SET ANCHORS
<br />SPACER AT 12 Ilr OiC,
<br />S" MAX
<br />I* WL
<br />PANEL
<br />I SS� SOLTS W I
<br />OVER 7,
<br />REGk tAR STORM PANEL i
<br />1
<br />- ---------- ---- --
<br />LIFE SMwWFEFY M PANEL
<br />1 ___; ---
<br />J-
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