HomeMy WebLinkAboutFRAMING DETAILSIq/32" ROOF PLYWOOD. NAIL
PER DIAPHRAGM SCHEDULE
ENO. AND APPROVED WOOD TRUSSES SEE
TYP. WALL SECTION FOR ACTUAL HEEL
AND OVERHANG CONDITIONS
SEE TRU55 CONNECTOR 50HEDULE SELECT
CONNECTOR SHOWN ON BRACING PLANS
INSTALL PER. MFR. SPECIFICATIONS
_ SEE PLAN
15"
TO. WALL
GONG. TIE -BEAM OR BOND BEAM
CMU WALL
2• CONNECTION DETAIL
25/52" FLOOR 5HEATHIN6
I I PER DIAPHRAGM 50HEDULE
5/6" WEDGE ANCHORS
a 12" O/C 5TAO&EREV
EMBED 4" MIN.
DBL. 2x12 P.T.
WOOD LEDGER _
2x12 WOOD JO15T Al
AT 16" 0/G
U5P THD526 l^U(18) IOd
5EGT10 NAILS TO LEDGER AND (12) VIES
IOd NAILS TO JOIST.*
ALUM. POUR STOP FILL ALL
COURSES DOWN TO
LEDGER
*- FOR DOUBLE JOISTS, USE U5P THD526-2 W/(IS) IOd
NAILS TO LEDGER AND (12) IOd NAILS TO JOIST.
FOR 4 JOISTS, USE TH0210-4 W/ W/(38) IOd NAILS TO
LEDGER AND (20) IOd NAILS TO J015T
2. CONNECTION DETAIL
8„ CONT. 2X6 P.T. RIBBON W/ 1/4"x3-1/4"
TAPCONS 6 12" 0/0 MAX 5TAG6ERED NAIL
5HEATHIN6 PER DIAPHRAGM SCHEDULE
2x4 BLOCKING a 24" D.G.
W/ (5) IOd TOENAILS EA. END
WOOD J01575
0 16" O/C
SECTION
2. CONNECTION DETAIL
BLOCK OR MASONRY
COLUMN SEE PLAN
2X P.T. FASTEN TO COLUMN W/ 1/2"
0 WEDGE ANCHORS ®24" O/G
VERT. 4 6" MAX. FROM ENDS
EXTERIOR WALL 5HEATHING
5EE 5HEARWALL SCHEDULE
FOR NAILING REQUIREMENTS.
HOLD 5HEATHING AWAY FROM
MASONRY WALL 1/4" MIN.
BLOCK OR MASONRY
COLUMN SEE PLAN
2X P.T. FASTEN TO COLUMN W/ 1/2" 0
WEDGE ANCHORS a 24" O/C VERT. 4
�b" MAX. FROM EN05
EXTERIOR WALL 5HEATHING
SEE 5HEARWALL SCHEDULE
FOR NAILING REQUIREMENTS,
FASTEN TO END STUD W/ I6d NAILS AT
12" O/C VERT. 4 6" (MAX.) FROM ENDS
4 NOTE: USE 3"x3"xl/4" 5TL. WA5HER5, TYP., EA. ANCHOR
2. CONNECTION DETAIL
25/32" FLOOR 5HEATHING PER DIAPHRAGM
5GHEDULE
2x12 WOOD J015T5 AT Ib" G/C
STRAP TOP PLATE TO STUDS W/ USP "SPTH6
U-5TRAP OVER TOP PLATE AND DOWN EA. SIDE
1W (6) IOd NAILS (TYPICAL)
2x6 57UD5 a I6" O/C.
51MP50N L550 ANGLE ® EA.
STUD W/ (4) IOdxl-1/2" NAILS
TO STUD 4 (4) I6d NAILS
THROUGH PLATE TO J015T
BELOW
FASTEN BTM PLATE TO EA.
J015T W/ (2) I6d NAILS.
WALL 5HEATHIN6. SEE
VIA 5CH.
PRE-FAB ROOF TRU55
a 24" O/C
U5P THD526 W/(IS) IOd NAILS TO TRU55
AND (12) IOd NAILS TO JOIST.
STRAP DBL. TOP PLATE TO STUDS W/
U5P "5PTH6 U-5TRAP OVER TOP PLATE
AND DOWN EA. SIDE Al (b) IOd NAILS
(TYPICAL)
U5P RT16A or RTI6-2 CLIP W/ (11)
IOd x 1-1/2" NAILS TO TRU55 4 (8)
IOd NAILS TO PLATE
SECTION SOLID BLOCKING ® 4'-0" 0/G VERT. MA .
WALL 5HEATHIN6. SEE VIA 5CH.
5
2. CONNECTION DETAIL
STRAP TOP PLATE TO 5TUD5
W/ U5P 5PTH 4, 6 OR 5 "U" 5TRAP
OVER TOP PLATE AND UP EACH
SIDE W(6 ) IOd NAILS TYPICAL
"U5P" M57AI6 STRAP
FASTEN TO 5TUD5 AND HEADER
W/(6) IOd NAILS EA. MEMBER (TYP.)
PROVIDE SOL. KING 4 JACK STUD
EA. 51DE OF OPENINGS 4'-0" AND
LESS 4 DBL'S EA. 51DE OF
OPENING5 > 4'-0" NAILED TOGETHER
W/ I6d NAIL ® 6" 0/0 5TAGG.
HEADER - SEE FRAMING PLAN
2x BLOCKING ® 4'-0" 0/0 MAX.
2x STUDS a I b" 0/0 MAX.
STRAP SILL TO 57U05
W/ U5P 5PTH 4, 6 OR 6 "U" 57-RAP
OVER SILL AND DOWN EACH
5119E W/(6 ) IOd NAILS TYPICAL
STRAP 5TUD5 TO GIRDER
WN5P M5TA24
W(q) IOd NAILS
EACH MEMBER (1525# EA.)
FASTEN BTM. PLATE TO GT TOP
CHORD W/ (2) ROWS OF Ibd NAILS
® 12" O/C
CONT. 2xb RIBBON REOV FOR 2
PLY TRUSSES ONLY W/ Ibd NAILS
AT 12" O/C
2. CONNECTION DETAIL
FASTEN TO MA50NRY KO/4" x
2-%" LG. TITENS 4 TO
CONCRETE W/ Y4" x 2-4" LG.
TITENS
51MPWN
FASTENERS
ALLOWABLE LOADS (LB5.)
MODEL
NO.
MASONRY
HEADER
JOIST
UPLIFT
(155%)
MASONRY
(I00%)
HU210
e-TITENS
4-I0dx14"
575
2400
HU26-2
14-7ITEN5
6-I0d
1065
4350
HU210-2
16-TITEN5
ID-IDd
I610
50,55
HU410
le-TITEN5
10-I0d
I610
5065
HU210-3
14-TITEN5
6-I0d
1135
3600
(a)SELECT HANGER BASED ON REQUIRED 51ZE 4 TRU55 MFR. LOADS.
NOTIFY EN(SR. IF LOADS EXCEED CAPACITIES SHOWN.
CONNECTION DETAIL
OO
FASTEN TO MASONRY W/
3/8"x 4" LG. TITENS 4 TO
CONCRETE/MA50NRY 4 TO
J015T/BEAM W/ 1/4"x2-1/2"
4„
5D5 WOOD 50REW5
MIN. 4" EDGE DISTANCE
51MP50N
FASTENERS
ALLOWABLE LOADS 635)
MODEL
NO.
MASONRY
HEADER
JOIST
UPLIFT
(135%)
MASONRY
000%)
LOUM26-2
6-TITEN5
b - 5D5
2435
6250
LOUM210-2
e-TITENS
e - 505
3575
L1575
LGUM26-3
6-TITEN5
6 - 5D5
2435
g2gO
LOUM2I0-3
6-7I7EN5
8 - 5D5
3575
g715
LOUM2I0-4
5-7ITEN5
8 - 5D5
3575
ge60
LCUM410
e-TITEN5
e - 505
3575
g620
8 SELECT HANGER BASED ON REQUIRED SIZE 4 TRU55 MFR. LOADS.
NOTIFY ENGR. IF LOADS EXCEED CAPACITIES SHOWN.
2. CONNECTION DETAIL
GONG. TIE -BEAM OR DOUBLE MA50NRY
BOND BEAM REQUIRED PER 50HEDULE
(2) 2x4 P.T. BLOCKING BETWEEN TRU55E5
$ ANCHORED TO TOP OF LEDGER WITH
I6d NAILS a e" O/G
U5P "HTA20" EMBED STRAP at 4'-0" o%
w/ 00) IOd x 1-1/2" L5.
NAIL 5HEATHING TO TRU55 AND BLOCKING
PER DIAPHRAGM 5GHEDULE.
HOLD 5HEATHING 1/4" BACK OFF MASONRY
IV Ia"
'
FLOOR
TRU55
(2)2xe P.T. CONTINUOUS
ATTACH TO MASONRY W/
SECTION 5/6" DIA. WEDGE ANCHORS ELEV.
® 12" O/C MAX. TYP.
W/ 4" MIN. EMBED,
2•
CONNECTION DETAIL
(I) ROW OF IOd NAILS at 6" o% INTO 2x6 PT
LEDGER x CONT. w/(2) ROW5 OF 0.145" DIA.
P.A.F.s at 16" o% (1-I/2" EMBED), STA65.
U5P "HTA 20" EMBED STRAP at 4'-0" o% w/ (10)
IOd x 1-1/2" LG. INTO 2xbxb'-O" LONG 5P FLAT
BLOCKING
INSTALL IOd x 1-I/2" at 6" O/C 1611
INTD 2x6 FLAT BLK'S
•' •>< + +
FLOOR TRU55E5
GONG. TIE -BEAM OR DOUBLE MA50NRY
BOND BEAM REQUIRED PER 50HEDULE
SECTION ELEV.
12• CONNECTION DETAIL
2x8 BRACE ® 6-0" O/C
W/ (10) I6d NAILS, EA. END
FLOOR SHEATHING
(SEE PLAN)
i
�io o 11
i
o�
2x6 P.T. BLOCKING @ 6 -0"
0/0 W/ U5P HSAIOKT CLIP W/
(4) I/4"(PXI 1/2" LONG WOOD
50REW5 TO BLOCKING 4 (4)
1/4"x2" LONG TAPCON5 TO
MA50NRY
U5P HGAMIOKT CLIP ALONG
TRU55 ® 12" O/C W/ (4) 1/4" x2"
LONG TAPCON5 TO BEAM 4 (4)
1/4"XI-1/2" 50REW5 TO
BLOCKING
GONG. TIE BEAM OR MASONRY
BOND BEAM (SEE PLAN)
2• CONNECTION DETAIL
X-BRACE BETWEEN EVERY TRU55
W/ 2x4 5P 4 (2) Ibd END NAILS,
EA. END
TRU55 MNFR. TO -
PROVIDE WEB AT
BEARING.
(& CONNECTION DETAIL
ENOV 8 APPR. GIRDER TRUSSES MEET
A. OTHER ® qO DEG. ANGLE OVER COL.
LOCATION. (SEE FRAMING PLAN)
END VERTICAL BLOCK
BY TRU55 MFR.
1/4" STEEL SEAT
1/4" V
(4) 5/6" DIA. 0 0 0
THRU-BOLTS (2) 1/20,
EA. GIRDER END 1 3 0
1 „2
VERIFY W/ 2 TUBE STEEL-
TRU55 MFG 4„ COLUMN (SEE
13 PRIOR TO FABR. PLAN)
2. CONNECTION DETAIL
5/4" FLOOR 5HEATHING
WOOD
FLOOR
TRU55
U5P HTA20 EA. TRU55
W/ (10) IOd NAILS
TYPICAL
5EE PLAN
T.O. WALL
2x4 P.T. SILL BLOCKING w/ 0.145"
x3" LG. P.A.F. ® 12" 0/0
BEAM GONG. OR
MASONRY
FLOOR 5HEATHIN6 NAIL
PER. 50HEDULE BLOCK
*- FOR 4 JOISTS, USE THD210-4 K/
PER FRAMING PLAN
W/(38) IOd NAILS TO LEDGER AND
(20) IOd NAILS TO J015T
2x6 5TU05 ® 16" O/G
I6d NAILS a 4" O/C
STRAP 5TU05 TO GIRDS
W15P M5TA24
W K IOd NAILS
EACH MEMBER (1305# EA)
w Q
W
EXTEND WALL SHEATHIN
GIRDER TRU35
TO BOTTOM CHORD
SEE FRAMING PLAN
2x12 WOOD JOISTS
PRE -ENO. FLOOR TRUSSES
AT Ib" 0/0
SEE FRAMING PLAN
2x6 BLOCKING -
VERT. (2) 2x12 BLK'G BETWEEN
FASTEN TO EACH VERT.
GIRDER TRU55 NE55
WEB W/ 4-I6d NAILS
14 CONNECTION DETAIL
U5P THD52(b W/05) IOd NAILS TO LEDGER
2.
AND (12) IOd NAILS TO JOIST.*
8"x8" FILLED
OPENINGS <= 6-0":
CELLS SEE PLAN
N
PROVIDE 8"XS" MIN.
AND COLUMN
BOND BEAM COURSE
50HEDULE FOR
W/ 145 MID. OR
REINF.
I
a1
8"X8" MIN. FORMED
MASONRY GONG. SILL W/ 2-#5
MASONRY
-4�
�°
OPENING MID.
WALL
OPENINGS > 6-0":
PROVIDE 8"XS" MIN.
BREAK AWAY SIDE
j°<
BOND BEAM COURSE
OF MASONRY
z<
a
-
W/ 245 MID. OR
COLUMN FOR
- -; -
- —? -
- �-
8"X8" MIN. FORMED
CONTINUOUS POUR
I
GONG. SILL W/ 245
PROVIDE 6" MIN.
_
��
I°
1
I
MID.
PROVIDE 5"x8"
PENETRATION EA.
l
I •
4MAX.
FILLED CELLS W/
END 4 TIED TO
145 VERT. DOWEL
VERT. REINF.
_fI
El
Al 5TD. AC HOOK
-- Tt-a --�I --,----s-------�-�-r-;
EA. END ®4'-OII
EA.
FOUNDATION OR --,->
a ° 1 °a •
WHEN OPENING
INTERMEDIATE
;
<
a
EXCEEDS 4'-0"
BEAM
--���------_=--�--- �_�-- =
WIDE
SILL REINF. AT
MASONRY OPENINGS (TYP.)
-- -
__ ��.-.ter--
-�
8"x16" BOND
BEAM (PER
l
SCHEDULE)
. 7 ------
IE PRECAST
LINTEL.
J� J
�
^I'
FILL COLUMNS
AND LINTEL SOLID
W/ GROUT
1
J
I
r
8"x8" FILLED
CELLS W/ 1#5
VERT. (TYP)
TYP. DET.
LINTEL ON COLUMN
3/4" = 1'-O"
BREAK AWAY 5112E OF
m-
l
•
o
P _
MASONRY COLUMN FOR
r J
CONTI NUOU5 POUR
m
1
SEE BEAM 5GHEDULE
FOR REINFORCEMENT
JI. 1
EXTE
D TOP BAR 4
HOOK INTO SECOND CELL
6"x5" FILLED CELLS
FILL COLUMNS SOLID
SEE PLAN AND COLUMN
SCHEDULE FOR REINF.
W/ PEA GRAVEL CONCRETE
TYP. CHANGE IN
BOND BM. HT.
"
5/4" = 1'-0
FILL COLUMNS
AND LINTEL SOLID
W/ GROUT
T.O.B.
� o
o I I
1u
1 #3 VERT. TIES ONLY A5 REOD.
SEE LINTEL SCHEDULE
LU
ILI-1 I I HIGH STRENGTH PRECAST LINTEL
ILI (° 1 W/REINFORCING A5 REOD.
SEE LINTEL 50HEDULE
COLUMNS BEYOND
SEE FOUNDATION PLAN
TYP. DIET. LINTEL ON COLUMN
3/4" = 1'-O"
SEE BEAM AND COLUMN
SEE PLAN I• SCHEDULES FOR REINFORCING
SIZES TYPICAL.
u
LU
CARRY BEAM ONTO
TOTAL COLUMN
HIDTH
TYPICAL CONC. BEAM
FRAMING INTO COLUMN
PROVIDE #5 CORNER
BARx30 "x30" FOR
EACH TOP BAR
BREAK AWAY 51DE OF
MASONRY COLUMN FOR
CONTINUOUS POUR
SEE BEAM 50HEDULE
FOR REINFORCEMENT
- - -� -
,1
I.
I
N.
ll,
(1
I •
LU
LLI
'I
I
•1
.1 _
EXTEND TOP BAR 4 J \`— 8"x8" FILLED CELLS
HOOK INTO SECOND CELL
FSEE PLAN AND COLUMN
ILL COLUMNS SOLID
W/ PEA -MIX CONCRETE 5GHEDULE FOR REINF.
TYP. CHANGE IN TIE BM. HT.
5/4" = 1'-0"
SPRN 1
SPRN 2 SPRN 3
CANT'L
1/4 1/4 1/4
1/4 1/2
S1 S1 S2
S2 S3
'C' BA (END) TOP AR
TOP BIAR TOP BA
BTM. BAR 6'MIN.
L BTM. BAR
IEI BAR
NO IE 10
ON COVER
BEAM NOTES
BTM. BAR
'E' BAR
HOOPS OR STIRRUPS
SPACED FROM SUPPORT
HOOPS OR STIRRUPS
FACE AS SCHEDULED
SPACED FROM SUPPORT
FACE AS SCHEDULED
BENDING
DIAGRAM
(FOR CAST IN PLACE CONCRETE BEAMS)
SAFE LATERAL LOADS FOR
fs" PRFr AST & IJ-1 _INTFI s SAFE UPLIFT LOADS FOR E5" PRECAST 4 PRESTRESSED U-LINTELS
C^W-41mrn
SAFE LOAD
PLF
TYPE
LENGTH
8U8
8F8
REINF.
CMU
2'-10"(34') PRECAST
1293
1642
2135
3'-6" (42') PRECAST
1025
1024
1830
4'-0" (48') PRECAST
765
763
1365
4'-6" (54') PRECAST
592
591
1 1057
5'-4" (64') PRECAST
411
411
734
5'-10"(70') PRECAST
340
339
607
6'-6" (78') PRECAST
507
721
483
7'-6" (90") PRECAST
424
534
357
9'-4" (112") PRECAST
326
512
227
10'-6"(126' PRECAST
284
401
178
1l'-4"(136' PRECAST
260
452
152
12'-0" (144") PRECAST
244
402
135
13'-4"(160' PRECAST
217
324
109
14'-0" (168' PRECAST
205
293
98
14'-8" (176' PRESTRESSED
N.R.
284
89
15'-4" (184' PRESTRESSED
N.R.
259
82
17'-4" (208' PRESTRESSED
N.R.
194
63
19'-4" (232") PRESTRESSED
N.R.
148
51
21'-4" (256") PRESTRESSED
N.R.
125
42
22'-0" (264' PRESTRESSED
N.R.
116
39
24'-0" (288") PRESTRESSED
N.R.
91
33
--------� -
-- -
•
U LU
o1u
1
11'
•f
WxbPRECAST
(
LINT
LINTEL.
EL.
1
1
FILL COLUMNS
AND LINTEL SOLID
NV PEA -MIX CONCRETE
I
Wx8" FILLED CELLS
SEE PLAN AND COLUMN
SCHEDULE.
TYP. DIET. LINTEL W/TIE BEAM
3/4" = 1'-0"
MA50NRY
O CONCRETE COLUMN
O O O MA50NRY MASONRY
O -
PROVIDE PREFAB. u Lo
--/
JOINT REINFORCING AT 00 0 D
ALL CORNERS EXTEND JOINT REINF. 6" 6
INTO CONCRETE COLUMN
n n O
ElPROVIDE PREFAB. T
JOINT REINFORCING AT 0
ALL T INTER5EGTION5
PLAN VIEW PLAN VIEW PLAN VIEW
TYPICAL MASONRY JOINT REINF. DETAILS
q 6A. HORIZ. JOINT REINF at 16" olc, TYP.
4^W-411Is4"
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
SF8-1T
8F12-1T
8F16-1T
8F20-1T
8F24-1T
BF28-1T
8F32-1T
8F8-2T
8F12-2T
8F16-2T
81720-2T
8F24-2T
81728-2T
8F32—ZT
2'-10"(34') PRECAST
1972
3173
4460
5747
7034
8321
9608
1972
3173
4460
5747
7034
8321
96DB
3'-6" (42') PRECAST
1569
2524
3547
4569
5591
6613
7636
1569
2524
3547
4569
5591
6613
7636
4'-0' (48') PRECAST
1363
2192
3079
3966
4853
5740
6627
1363
2192
3079
3966
4853
5740
6627
4'-6" (54") PRECAST
1207
1940
2724
3508
4292
5077
5861
1207
1940
2724
3508
4292
5077
5861
5-4" (64") PRECAST
1016
1632
1 2290
2949
3607
4265
4924
1016
1632
2290
2949
3607
4265
4924
5'-10"(70") PRECAST
909
1492
2093
2694
3295
3897
4498
929
1492
2093
2694
3295
3897
4498
6'-6" (78") PRECAST
835(12)
1340
1880
2419
2959
3498
4038
835
1340
1880
2419
2959
3498
4038
7'-6" (90") PRECAST
727(23)
1021
163412
2102(11)
2571(10)
3039(10)
3508 (9
727
1166
1634
2102
2571
3039
3508
9'-4" (112" PRECAST
591
680
11915)
1471(15)
1811(15)
2152(16)
2494(15
591
851
1326
1705
2084
2463
2842
10'-6-(126") PRECAST
530
552
914(15)
1185(15)
1458(15)
1732(15)
2007(15
530
686
1183
1526
1865
2204
2544
1l'-4"(136' PRECAST
474
485
798(15)
1034(15)
1272(15)
1510(15)
1749(15
494
599
1028
1422
1738
2053
2369
12'-0-(144") PRECAST
470 (9)
441
723(14)
936(14)
1151(15)
1366(15)
1582(15
470
543
928
1349
1649
1948
2247
13'-4"(160") PRECAST
418(15)
373
606(14)
783(14)
962(14)
1141(14)
1321(14
428
455
770
1145
14"
1718
1993
14'-0-(168' PRECAST
384(15)
346
1 559(14)
723(14)
887(14)
1052(14)
1218(14
410
420
709
1050
1434 (8)
1694 (8)
1954 (7
14'-8" (176' PRESTRESSED
2a9
323
519 (13)
671(13)
823 (13)
976 (14A
1129(14
246
390
655
968
1324 (8)
1625(11
1874(11
15'-4"(184' PRESTRESSED
224
302
485(13)
626(13)
767(13)
909(13
1052(13
230
364
609
897
1224 (8)
1562(14
1801(14
17'-4"(208' PRESTRESSED
187
255
404(12)
520(12)
637(12)
754(12
872(12
192
303
500
732
993 (8
1268(14
1470(14
19'-4"(232" PRESTRESSED
162
222
347(11)
446(11)
546(12)
646(12
746(12
166
261
424
616
831 (8)
1057(14
1225(14
21-4"(256) PRESTRESSED
142
198
306(11)
393(11)
7(11
654(11
142
230
369
531
713 (7)
903(13
1046(13
22'-0"(264' PRESTRESSED
137
192
295(10)
378(11)
461 (10)
545(11
629(11
137
221
354
508
681 (7)
861(13
997(13
24'-0"(288") PRESTRESSED
124
175
267(10
341(10
416 (10
491(10
566(10
124
200
316
450
600 7
756 12
875 13
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS
FOR GR40 FIELD ADDED REBAR.
SAFE GRAVITY LOADS FOR 8" PRECAST 4 PRESTRESSED U-LINTELS
CAi111,4494"
SAFE LOAD - POUNDS PER LINEAR FOOT
TYPE
LENGTH
8U8
BF8-0B
BF12—OB
BF16—OB
8F20—OB
8F24—OB
81728-06
8F32—OB
8F8-1B
8F12-1B
8F16-1B
81`20-1B
BF24-16
8F28-1B
8F32-113
2'-10"(347 PRECAST
2231
3069
4605
6113
7547
8974
10394
1180s
3069
4605
6113
7547
8974
10394
11809
3'-6" (42 7 PRECAST
2231
3069
3719
5163
6607
8054
9502
10951
3069
4605
6113
7547
8974
10394
11809
4'-0" (48' PRECAST
1966
25s3
2751
3820
48so
5ss1
7034
8107
2693
4605
6113
7547
8974
10394
11809
4'-6" (54") PRECAST
1599
1969
2110
2931
3753
4576
5400
6224
2189
4375
6113
7547(7)
8672
10294
11809
5'-4" (64") PRECAST
1217
1
3498
1999
2560
3123
3686
4249
163
663
3090
5365
7547(36
7342(19
8733(19
1012i!19
5'-10" (70' PRECAST
1062
1105
1173
1631
2090
2549
3009
3470
1451
1 2622
4360
7168(45)
6036(19)
718(19)
8328(20
6'-6" (78) PRECAST
908
1238
2177
3480
3031
3707
4383
5061
1238
2177
3480
5381
8360
10394(37)8825(14)
7'-6" (90) PRECAST
743
1011
1729
2632
2205
2698
3191
3685
1011
1729
2661
3898
5681
8467(44)
6472(15
9'-4" (112") PRECAST
554
699
1160
1 1625
2564
1 3486
2818
1 3302
752
1245
1843
2564
3486
4705(37)
6390(47
10'-6"(126") PRECAST
475
535
890
1247
2093
2777
2163
2536
643
1052
1533
2093
2781
3643(38)
4754(45
1l'-4"(136") PRECAST
362
582
945
1366
1846
2423
3127
4006
582
1 945
1366
1846
2423
3127
4006
12'-0"(144") PRECAST
337
540
873
1254
1684
2193
2805
3552
540
873
1254
1684
2193
2805
3552
13'-4"(160") PRECAST
296
471
755
1075
1428
1838
2316
2883
471
755
1075
1428
1838
2316
2883
14'-0"(168") PRECAST
279
424
706
1002
1326
1697
2127
2630
442
706
1002
1326
1697
2127
2630
14'-8"(176") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
458
783
1370
1902
2245
2517
2712
15'-4"(184") PRESTRESSED
N.R
NR
NR
NR
NR
NR
NR
NR
412
710
1250
1733
2058
2320
2513
17'-4"(208") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
300
548
950
1326
1609
1849
2047
19'-4"(232") PRESTRESSED
N.R
NR
NR
NR
NR
NR
NR
NR
235
420
750
1037
1282
1515
1716
21'-4"(256") PRESTRESSED
N.R
NR
NR
NR
NR
NR
NR
NR
180
340
598
845
1114
1359
1468
22'-0"(264") PRESTRESSED
N.R
NR
NR
NR
NR
NR
NR
NR
165
315
550
784
1047
1285
1399
24'-0" (288") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
R
NR
129
250
450
654
884
1N092
1222
(#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
GR40 FIELD ADDED REBAR.
revisions
no.
designed PAR
drawn
PAR
checked
55
date
II/23/21
scale
1/4" = 1'-0" U.N.O.
job no.
21-0041 . Low
QLA
date
QUANTUM ENGINEERING ASSOCIATES INC.
•
Structural Engineering & Cost Segregation
6415 LAKE WORTH ROAD
SUITE 105
GREENACRES, FLORIDA 33463
W W W.QEASSOCIATES.COM
°�ENsMeq" Digitally signed
No 618f0 cs
=• •° by Shawn
Sze'° OF 4'` z Stambaugh
''•. `sS,ON A; ECG.``•
Date:
Thisit mhasbeenelectronically
-g•ndtealedb ghawn=tam- 2021.11.29
na�gh, n, Pe on the ,ate mown usmq a
Digital Signature.
Printed copies of this document are I I
aside dsignedzandsealedd 16:32:03 —05 00
"he signature must be verified on any
c copies
Shawn M. Stambaugh, PE
FL. LIC. 61850 — C.A. 26210
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S-2.1