13-1205-021e
� • 1r •
—c •• r
MWA01 _
4 x 4 WOOD POST FROM
TOP OF CONC. BEAM TO
UNDERSIDE OF 3x12
RAFTERS CENTERED ON
BEAM 4 RAFTER
3 x 12 CYPRESS
JOISTS m 24' O.C.
z w
NVHTA24
MARK
N
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NET UPLIFT = 60 PSF
I
12
JACKS
1-
Q Xo
2
24' O.G.
1
M 5/8' GRADE PLYWOOD, SEE PLAN
FOR NAIL REQUiREMENTS
3
STEEL PLATE 11 1/4'X4X3/8' (FY= 3r,KSl)
D +L = 2200
MIN. 8'X12' CONC. TIE BEAM (FC =3000 PSI MIN.
`
ONE (1) 5/8' D A. THRU BOLT FOR
N.U_= 1600 *
CONCRETE MASONRY BLOCK
US
L -1 U15 - I UB
CONNECTION BY
=i
_ _
TRUSS FABRICATOR
(2) 374'0 X 6 5/8' EMBED. PITHY iSO ADPES VE
2 x
LJACKS
ONAL
I
�
AL
STEEL PLATE 12 112'XWX 3/4'
—
UB RB-
w
GI ER TRUSS (2 -P —
_ —
D +L = 3850 *
NU.= 2800 *
_ _ _
ONN CTIO
COLUMN 1 /5-2
DETAIL (p
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CO MN 1 -2
VHT 4 + t IVTA2
s
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DET 41L
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MWA01 _
4 x 4 WOOD POST FROM
TOP OF CONC. BEAM TO
UNDERSIDE OF 3x12
RAFTERS CENTERED ON
BEAM 4 RAFTER
3 x 12 CYPRESS
JOISTS m 24' O.C.
!u
NVHTA24 u!
— — — -- rN
Plt.
B.L-
SEE r
6/ S-
TOP BM.
EL. +12' -0'
UB
m I�'
I
1n I
I
II
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L UB
Z3
z w
If
MARK
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6
I
12
-
1-
Q Xo
2
STEEL PLATE 9- 3/4'X4'X1/4' (FY =36KI)
1
M 5/8' GRADE PLYWOOD, SEE PLAN
FOR NAIL REQUiREMENTS
3
STEEL PLATE 11 1/4'X4X3/8' (FY= 3r,KSl)
8
MIN. 8'X12' CONC. TIE BEAM (FC =3000 PSI MIN.
4
ONE (1) 5/8' D A. THRU BOLT FOR
!u
NVHTA24 u!
— — — -- rN
Plt.
B.L-
SEE r
6/ S-
TOP BM.
EL. +12' -0'
UB
m I�'
I
1n I
I
II
'I
L UB
Z3
N
DESCRIPTION
MARK
N
I
AWxL XI /4' W/ EXTENDED LEG
6
PREFABRICATED TWO OR THREE PLY' TRUSS
12
12
1-
!u
NVHTA24 u!
— — — -- rN
Plt.
B.L-
SEE r
6/ S-
TOP BM.
EL. +12' -0'
UB
m I�'
I
1n I
I
II
'I
L UB
Z3
2 7 D +L = 6210 * ENDS OF TRUSSES JACKS
NU.= 4520 *
IM (GIRDER S CONE PL ) � CONNECTION STAGGERED 8' 6 24' O.G.
S -3 I i s I i I I 1/8-2 DET, CQ
4 x 4 WOOD BLOCKING TOP 21- ,
r BETWEEN TRUSSES 1 EL. +12 -0
CONNECTION I- w TOP BM.
NVHTA24 B.L. I ( TOP CHORDS 6 PLYWOOD
i (r EL- +10'-0' SHEATHING PANEL JOINTS
4 x 4 WD, BLOCKING I 1 I D +L =1430 * W/ 10D NAILS 6 2 1/2' O.C. N
BETWEEN TRUSSES NU.= 1040 SEE DETAIL 1/ 5-4
TOP CHORDS e BL. CONNECTION -BOO RA MING FLAN
PLYWOOD SHEATHING m I SEE NOTE I NVHTA24
PANEL JOINTS W/ 100 6 / 5-2 1 1
NAILS 1s 2 1/2' O.C. Of SCALE : 1/4' = 1' -0'
SEE DET. i/ 5-4 I I I I I 12 ROC 4= PLAN NoT1 =s
TOP BM. I I I I i I i I i) SUPER IMPOSED LOADS
NET UPLIFTS : 6) PROVIDE 2X6 BOTT. CHORD LATERAL CONT.
EL. +10' -0' ZONE i - 40 PSF BRACING* TRUSS PANEL POINTS OR 10' -0'
r D +L = 1540 * ZONES 2 4 3 - 60 PSF O.C. W/ 2 -i6d NAILS * EACH TRUSS.
' NU.= 1120 DL , 25 PSF
1) PROVIDE TB ABOVE OPENING W/ 03 STIRRUPS
CONNECTION I I I ( I I I ( CONNECTION LL 30 PSF * 4' O.C. SEE GENERAL NOTES SHEET_
( /S -2 DET_ (g) GIRDER JTFRUSS (ONq PLY) 1 1 /6-2 DET, AQ
2) FOR CONNECTION OF PREFAB_ WOOD TRUSSES 8) 5 /8' COX PLYWOOD SHEATHING W/ 10d NAILS
TO CONC. BEAMS PROVIDE 'NVHTA24' GALV. TRUSS * 4' O.G. OVER 1x6 T 4 G PLANKS WITH (2) 10d NAILS
1 .Y%.
j - - 12 1/21 to
11/4 1 .. -
12 cQ
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LOCATE A JACf<
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UB U.11 NVHTA24
AT 24' O.C.
NVWTA24
CONNECTION
NVHTA16
CONN. 1/6-2
DETAIL QB
U5
— D +L =6050
NU.= 4400,' ! . ,, 0 tam Lfl H M I A !" i.
COLUMN 1/S -2UH - DING DEPT.
DETAIL
T U T RAL SECTION
w
8'
2 * 5 CONT-
(UB) DETAIL
(KNOCK - OUT BLOCK )
FULLY GROUTED 3/4' - 1'
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WD. TRUSSES
MARK
DESCRIPTION
MARK
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AWxL XI /4' W/ EXTENDED LEG
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6
1-
2
STEEL PLATE 9- 3/4'X4'X1/4' (FY =36KI)
1
M 5/8' GRADE PLYWOOD, SEE PLAN
FOR NAIL REQUiREMENTS
3
STEEL PLATE 11 1/4'X4X3/8' (FY= 3r,KSl)
8
MIN. 8'X12' CONC. TIE BEAM (FC =3000 PSI MIN.
4
ONE (1) 5/8' D A. THRU BOLT FOR
g
CONCRETE MASONRY BLOCK
TWO PLY TRUSS_
=i
B-L
10
(2) 374'0 X 6 5/8' EMBED. PITHY iSO ADPES VE
2 x
LJACKS
ONAL
5
5/8' Dik PILTI KWIK BOLT it (CARBON STEEL)
AL
STEEL PLATE 12 112'XWX 3/4'
2 REQ'D X 4' EMBED.
w
,v 24' O.CI
2 7 D +L = 6210 * ENDS OF TRUSSES JACKS
NU.= 4520 *
IM (GIRDER S CONE PL ) � CONNECTION STAGGERED 8' 6 24' O.G.
S -3 I i s I i I I 1/8-2 DET, CQ
4 x 4 WOOD BLOCKING TOP 21- ,
r BETWEEN TRUSSES 1 EL. +12 -0
CONNECTION I- w TOP BM.
NVHTA24 B.L. I ( TOP CHORDS 6 PLYWOOD
i (r EL- +10'-0' SHEATHING PANEL JOINTS
4 x 4 WD, BLOCKING I 1 I D +L =1430 * W/ 10D NAILS 6 2 1/2' O.C. N
BETWEEN TRUSSES NU.= 1040 SEE DETAIL 1/ 5-4
TOP CHORDS e BL. CONNECTION -BOO RA MING FLAN
PLYWOOD SHEATHING m I SEE NOTE I NVHTA24
PANEL JOINTS W/ 100 6 / 5-2 1 1
NAILS 1s 2 1/2' O.C. Of SCALE : 1/4' = 1' -0'
SEE DET. i/ 5-4 I I I I I 12 ROC 4= PLAN NoT1 =s
TOP BM. I I I I i I i I i) SUPER IMPOSED LOADS
NET UPLIFTS : 6) PROVIDE 2X6 BOTT. CHORD LATERAL CONT.
EL. +10' -0' ZONE i - 40 PSF BRACING* TRUSS PANEL POINTS OR 10' -0'
r D +L = 1540 * ZONES 2 4 3 - 60 PSF O.C. W/ 2 -i6d NAILS * EACH TRUSS.
' NU.= 1120 DL , 25 PSF
1) PROVIDE TB ABOVE OPENING W/ 03 STIRRUPS
CONNECTION I I I ( I I I ( CONNECTION LL 30 PSF * 4' O.C. SEE GENERAL NOTES SHEET_
( /S -2 DET_ (g) GIRDER JTFRUSS (ONq PLY) 1 1 /6-2 DET, AQ
2) FOR CONNECTION OF PREFAB_ WOOD TRUSSES 8) 5 /8' COX PLYWOOD SHEATHING W/ 10d NAILS
TO CONC. BEAMS PROVIDE 'NVHTA24' GALV. TRUSS * 4' O.G. OVER 1x6 T 4 G PLANKS WITH (2) 10d NAILS
1 .Y%.
j - - 12 1/21 to
11/4 1 .. -
12 cQ
16 m 03
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DETAIL QB
U5
— D +L =6050
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COLUMN 1/S -2UH - DING DEPT.
DETAIL
T U T RAL SECTION
w
8'
2 * 5 CONT-
(UB) DETAIL
(KNOCK - OUT BLOCK )
FULLY GROUTED 3/4' - 1'
5/8' PLYWOOD SHEATHING—.,-
PREFAB.
WD. TRUSSES
MARK
DESCRIPTION
MARK
I �
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AWxL XI /4' W/ EXTENDED LEG
6
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6
2
STEEL PLATE 9- 3/4'X4'X1/4' (FY =36KI)
1
M 5/8' GRADE PLYWOOD, SEE PLAN
FOR NAIL REQUiREMENTS
3
STEEL PLATE 11 1/4'X4X3/8' (FY= 3r,KSl)
8
MIN. 8'X12' CONC. TIE BEAM (FC =3000 PSI MIN.
4
ONE (1) 5/8' D A. THRU BOLT FOR
g
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TWO PLY TRUSS_
B-L
10
(2) 374'0 X 6 5/8' EMBED. PITHY iSO ADPES VE
2 x
4 DI
ONAL
5
5/8' Dik PILTI KWIK BOLT it (CARBON STEEL)
11
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CONNECTION
1/5-2 DET. a
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12
12
2 7 D +L = 6210 * ENDS OF TRUSSES JACKS
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IM (GIRDER S CONE PL ) � CONNECTION STAGGERED 8' 6 24' O.G.
S -3 I i s I i I I 1/8-2 DET, CQ
4 x 4 WOOD BLOCKING TOP 21- ,
r BETWEEN TRUSSES 1 EL. +12 -0
CONNECTION I- w TOP BM.
NVHTA24 B.L. I ( TOP CHORDS 6 PLYWOOD
i (r EL- +10'-0' SHEATHING PANEL JOINTS
4 x 4 WD, BLOCKING I 1 I D +L =1430 * W/ 10D NAILS 6 2 1/2' O.C. N
BETWEEN TRUSSES NU.= 1040 SEE DETAIL 1/ 5-4
TOP CHORDS e BL. CONNECTION -BOO RA MING FLAN
PLYWOOD SHEATHING m I SEE NOTE I NVHTA24
PANEL JOINTS W/ 100 6 / 5-2 1 1
NAILS 1s 2 1/2' O.C. Of SCALE : 1/4' = 1' -0'
SEE DET. i/ 5-4 I I I I I 12 ROC 4= PLAN NoT1 =s
TOP BM. I I I I i I i I i) SUPER IMPOSED LOADS
NET UPLIFTS : 6) PROVIDE 2X6 BOTT. CHORD LATERAL CONT.
EL. +10' -0' ZONE i - 40 PSF BRACING* TRUSS PANEL POINTS OR 10' -0'
r D +L = 1540 * ZONES 2 4 3 - 60 PSF O.C. W/ 2 -i6d NAILS * EACH TRUSS.
' NU.= 1120 DL , 25 PSF
1) PROVIDE TB ABOVE OPENING W/ 03 STIRRUPS
CONNECTION I I I ( I I I ( CONNECTION LL 30 PSF * 4' O.C. SEE GENERAL NOTES SHEET_
( /S -2 DET_ (g) GIRDER JTFRUSS (ONq PLY) 1 1 /6-2 DET, AQ
2) FOR CONNECTION OF PREFAB_ WOOD TRUSSES 8) 5 /8' COX PLYWOOD SHEATHING W/ 10d NAILS
TO CONC. BEAMS PROVIDE 'NVHTA24' GALV. TRUSS * 4' O.G. OVER 1x6 T 4 G PLANKS WITH (2) 10d NAILS
1 .Y%.
j - - 12 1/21 to
11/4 1 .. -
12 cQ
16 m 03
7 LO
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LOCATE A JACf<
CENTERED ON
UB U.11 NVHTA24
AT 24' O.C.
NVWTA24
CONNECTION
NVHTA16
CONN. 1/6-2
DETAIL QB
U5
— D +L =6050
NU.= 4400,' ! . ,, 0 tam Lfl H M I A !" i.
COLUMN 1/S -2UH - DING DEPT.
DETAIL
T U T RAL SECTION
w
8'
2 * 5 CONT-
(UB) DETAIL
(KNOCK - OUT BLOCK )
FULLY GROUTED 3/4' - 1'
5/8' PLYWOOD SHEATHING—.,-
PREFAB.
WD. TRUSSES
QIRDER TRUSS O.A
Im.,
A
MARK
DESCRIPTION
MARK
DESCRIPTION
I
AWxL XI /4' W/ EXTENDED LEG
6
PREFABRICATED TWO OR THREE PLY' TRUSS
/
�► I
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6
2
STEEL PLATE 9- 3/4'X4'X1/4' (FY =36KI)
1
M 5/8' GRADE PLYWOOD, SEE PLAN
FOR NAIL REQUiREMENTS
3
STEEL PLATE 11 1/4'X4X3/8' (FY= 3r,KSl)
8
MIN. 8'X12' CONC. TIE BEAM (FC =3000 PSI MIN.
4
ONE (1) 5/8' D A. THRU BOLT FOR
g
CONCRETE MASONRY BLOCK
TWO PLY TRUSS_
ONE(1) 3/4'D A.THRU BOLT FOR
10
(2) 374'0 X 6 5/8' EMBED. PITHY iSO ADPES VE
THREE PLY TRUSS
ANCHORS BY HILTi
5
5/8' Dik PILTI KWIK BOLT it (CARBON STEEL)
11
STEEL PLATE 12 112'XWX 3/4'
2 REQ'D X 4' EMBED.
QIRDER TRUSS O.A
Im.,
A
NOTE: CONTRACTOR MAY SUBSTITUTE
P/C LINTELS IN LIEU OF DROPPED TIE
BEAM.
r PRFCA3T & U —T iNTR.L.4 Er PRECASIr & FRF.97
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ANCHOR BY NU -VUE W/ (24) 10d NAILS TO EACH STRAP * EACH 3 x 12 RAFTERS. 5/8' MAIN ROOF SHEATHING
EXTENDED UNDER VALLEY
4 (6) 10d NAILS IN SEAT APPROVAL R 12- 013035 9) L 'A' DENOTES 2 -2X10 PT. WOOD LEDGER SET TRUSSES
FOR TRUSSES W/ SPAN EXCEEDING 18 FEET PROVIDE
ADD'L EMBEDDED STRAP NVTA24 BY NU -VUE W/ (14) 16d CONT. BOLTS II 0 x 4' 0 Iro'
NAILS TO TRUSS NOA 12- 013033 SOLID ONCRETEW /JOIST HANGER
C-
JU8210 BY LISP � EA. TRUSS. EXIST. PR)�AB.
3) FOR SHEATHING OVER PREFAB WOOD TRUSSES TRUSSES ALL PIGGY BACKS TO HAVE
PROVIDE MiN. 5/8' CDX PLYWOOD SHEATHING W/ 10d 10) L'B' DENOTES (2) 2 x 8 P.T. WOOD LEDGER 2 x 6 TOP 4 BOTT- CHORDS
NG
NAILS * 4' O.C. ALO EDGES 4 ALL SUPPORTING W/ 5/8' 0 x 4' PENETRATION K5-3
TRUSSES BY HILT( * 16' O Z. SEE
—
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OR EACH MEMBER
Iii
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P/C LINTELS IN LIEU OF DROPPED TIE
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r PRFCA3T & U —T iNTR.L.4 Er PRECASIr & FRF.97
4) FOR ALL EXTERIOR 10 INCLUDING OVERHANGS
NVHTA24 GREATER THAN 24' PROVIDE MIN. 1/2' PLYWOOD SHEATHING
W/ 10d NAILS * 6' ALONG EDGES 4 * ALL SUPPORTING
TRUSSES BOTTOM CORDS.
5) FOR ALL PIGGY BACKS PROVIDE NVRT22
GALV. STRAP BY NU -VUE * EACH TRUSS W/
1 TY -- - FiGGY5ACf< DETAIL
s -2
SCALE: in' = P -0'
14 -16d NAILS N.O.A. 12- 013035
I
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4
R■m GRAVITY wrn UPLIFT
eb-1t p'>Z -R EPfb -1f ePSO -tT f t BFA EFiZ- - OF10-
LEN!sTN " -2T aM -2T AM& -2T 0 1T L Tt t MMS-15 am-in mu -113 W20-10 ' • ["�
2' -1@' (349 PRECAST 19-Q 3113 4460 5'14i X-10' C34') PRECAST 2231 9069 460$ bil3 1D4T O
1912 353 4460 5141 3069 4606 bits 1541 �� ci
1569 2524 6541 4869 2231 3069 3 Tf9 5163 6601 G4 0
3' -6' C42') PRECAST 3' -6' (42') PRECAST
1569 2524 3b49 4869 3069 460$ 6119 TS41 W
1363 2192 30M 3966 266) 2151 3020 4090
4' - @' C48') PRECAST 4 °- @' !48') PRECAST 1966 T3
1363 2192 30'19 3966 2693 4605 Am 1541 ',T 0
4'-15' ($4') PRECAST 1201 1940 2124 3806 4° -b' ($4') PRECAST 1$99 1969 2110 29x1 3156 W
120'1 194@ 2124 3500 2109 4315 6113 1541 A
1016 1632 2290 2949 1349 1430 1999 2560 T%Z H
$' -4' lb4') PRECAST $ °-4' C64') PRECAST 12f 1
1011 1662 2290 2949 f663 3090 $365 '1641
$' -10' (101) PRECAST 909 1492 2093 2694 W -10' (109 PRECAST 1962 us 1113 1631 29W
929 1492 20W 2694 Wbl 2622 4360 1160
6' -b' (189 PRECAST 8s6 1340 1000 2419 6' -6' (18') PRECAST 9@g 1230 2M 3480 3031
035 1340 1000 2419 1230 2tYt 3400 598)
121 1021 1634 2102 1011 M9 2632 2205
1' -b° !9@'3 PRECAST 1' -6' (9@') PRECAST 143
'i2'T 1166 1634 2102 fOtf f't29 2611 9090
9'-4' (1129 PRECAST 5 081 1326 1105 9'•4' Cil2 ") PRECAST $s4 699 1160 1625 2564
91 152 @48 1043 2564 H
530 552 914 110$ b3b 090 1241 2@93
(126') PRECAST 1@' -6' 026') PRECAST 4'15 z
590 606 1103 1526 643 15$2 1533 2@93 O
414 48b m W34 Sm 94b 13" $M6
If'-4' (1369 PRECAST 494 599 1020 1422 11'-4' (t3b') PRECAST 362 602 945 1566 1846
410 441 123 936 b40 813 1264 1604 0
12' -0' (1449 PRECAST 410 543 920 1349 12' -@' (1449 PRECAST 331 640 81s f254 1104 P4
131-4' (1609 PRECAST 416 313 606 183 13'-4' (1609 PRECAST 296 411 -W 1015 1420 I
420 4bb -110 114$ 411 -55 1015 1428 I I
WE LOAD TABIA FOR GRAVITY, UPLIFT LOADS
4~40m PRE-CAST CONCRETE LWas (-l}
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BOTTOM OF LINTEL CAVITY GROUT �
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PRODUCT CONTROL NOTICE OF ACCEPTANCE bfiNBRN IIlVTFl. RFC
FECA 1 # 5 BORI�OM Q m U �o
ACCEPTANCE NOa 0&08005
sheet no.
Zvor i m i r T. e l f ra r its, �E :g f CJ' 2
Consulting Structural Engineer A` .
# k
P.E. 0 330-14
4836 S.W. 14 CT.)- IIAMi, FLORICiA 33155 2 of
(305) 669 -0255
BELFRANIN®AOL .COM hr., 2 3 2013
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ANCHOR BY NU -VUE W/ (24) 10d NAILS TO EACH STRAP * EACH 3 x 12 RAFTERS. 5/8' MAIN ROOF SHEATHING
EXTENDED UNDER VALLEY
4 (6) 10d NAILS IN SEAT APPROVAL R 12- 013035 9) L 'A' DENOTES 2 -2X10 PT. WOOD LEDGER SET TRUSSES
FOR TRUSSES W/ SPAN EXCEEDING 18 FEET PROVIDE
ADD'L EMBEDDED STRAP NVTA24 BY NU -VUE W/ (14) 16d CONT. BOLTS II 0 x 4' 0 Iro'
NAILS TO TRUSS NOA 12- 013033 SOLID ONCRETEW /JOIST HANGER
C-
JU8210 BY LISP � EA. TRUSS. EXIST. PR)�AB.
3) FOR SHEATHING OVER PREFAB WOOD TRUSSES TRUSSES ALL PIGGY BACKS TO HAVE
PROVIDE MiN. 5/8' CDX PLYWOOD SHEATHING W/ 10d 10) L'B' DENOTES (2) 2 x 8 P.T. WOOD LEDGER 2 x 6 TOP 4 BOTT- CHORDS
NG
NAILS * 4' O.C. ALO EDGES 4 ALL SUPPORTING W/ 5/8' 0 x 4' PENETRATION K5-3
TRUSSES BY HILT( * 16' O Z. SEE
—
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OR EACH MEMBER
4) FOR ALL EXTERIOR 10 INCLUDING OVERHANGS
NVHTA24 GREATER THAN 24' PROVIDE MIN. 1/2' PLYWOOD SHEATHING
W/ 10d NAILS * 6' ALONG EDGES 4 * ALL SUPPORTING
TRUSSES BOTTOM CORDS.
5) FOR ALL PIGGY BACKS PROVIDE NVRT22
GALV. STRAP BY NU -VUE * EACH TRUSS W/
1 TY -- - FiGGY5ACf< DETAIL
s -2
SCALE: in' = P -0'
14 -16d NAILS N.O.A. 12- 013035
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eb-1t p'>Z -R EPfb -1f ePSO -tT f t BFA EFiZ- - OF10-
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2' -1@' (349 PRECAST 19-Q 3113 4460 5'14i X-10' C34') PRECAST 2231 9069 460$ bil3 1D4T O
1912 353 4460 5141 3069 4606 bits 1541 �� ci
1569 2524 6541 4869 2231 3069 3 Tf9 5163 6601 G4 0
3' -6' C42') PRECAST 3' -6' (42') PRECAST
1569 2524 3b49 4869 3069 460$ 6119 TS41 W
1363 2192 30M 3966 266) 2151 3020 4090
4' - @' C48') PRECAST 4 °- @' !48') PRECAST 1966 T3
1363 2192 30'19 3966 2693 4605 Am 1541 ',T 0
4'-15' ($4') PRECAST 1201 1940 2124 3806 4° -b' ($4') PRECAST 1$99 1969 2110 29x1 3156 W
120'1 194@ 2124 3500 2109 4315 6113 1541 A
1016 1632 2290 2949 1349 1430 1999 2560 T%Z H
$' -4' lb4') PRECAST $ °-4' C64') PRECAST 12f 1
1011 1662 2290 2949 f663 3090 $365 '1641
$' -10' (101) PRECAST 909 1492 2093 2694 W -10' (109 PRECAST 1962 us 1113 1631 29W
929 1492 20W 2694 Wbl 2622 4360 1160
6' -b' (189 PRECAST 8s6 1340 1000 2419 6' -6' (18') PRECAST 9@g 1230 2M 3480 3031
035 1340 1000 2419 1230 2tYt 3400 598)
121 1021 1634 2102 1011 M9 2632 2205
1' -b° !9@'3 PRECAST 1' -6' (9@') PRECAST 143
'i2'T 1166 1634 2102 fOtf f't29 2611 9090
9'-4' (1129 PRECAST 5 081 1326 1105 9'•4' Cil2 ") PRECAST $s4 699 1160 1625 2564
91 152 @48 1043 2564 H
530 552 914 110$ b3b 090 1241 2@93
(126') PRECAST 1@' -6' 026') PRECAST 4'15 z
590 606 1103 1526 643 15$2 1533 2@93 O
414 48b m W34 Sm 94b 13" $M6
If'-4' (1369 PRECAST 494 599 1020 1422 11'-4' (t3b') PRECAST 362 602 945 1566 1846
410 441 123 936 b40 813 1264 1604 0
12' -0' (1449 PRECAST 410 543 920 1349 12' -@' (1449 PRECAST 331 640 81s f254 1104 P4
131-4' (1609 PRECAST 416 313 606 183 13'-4' (1609 PRECAST 296 411 -W 1015 1420 I
420 4bb -110 114$ 411 -55 1015 1428 I I
WE LOAD TABIA FOR GRAVITY, UPLIFT LOADS
4~40m PRE-CAST CONCRETE LWas (-l}
0
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PRODUCT CONTROL NOTICE OF ACCEPTANCE bfiNBRN IIlVTFl. RFC
FECA 1 # 5 BORI�OM Q m U �o
ACCEPTANCE NOa 0&08005
sheet no.
Zvor i m i r T. e l f ra r its, �E :g f CJ' 2
Consulting Structural Engineer A` .
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P.E. 0 330-14
4836 S.W. 14 CT.)- IIAMi, FLORICiA 33155 2 of
(305) 669 -0255
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