HomeMy WebLinkAboutApplication Permit REVISIONOFFICE USE ONLY: j
DATE FILED: & 10
REVISION FEE:
PERMIT # 1405-0142
RECEIPT #
g PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553 FAX (772) 462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE
ADDRESS: 560 Nettles Blvd., Jensen Beach, FL 34957
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
Raise slab 6"
3.
4.
5.
Add one step at entry front
Add one step at entry rear
Add railing to front and rear porch
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CRC1328282
BUSINESS NAME: JWN Construction, Inc.
QUALIFIERS NAME: James Newman
ADDRESS: 1701 SE Carvalho Street
CITY: Port St. Lucie
PHONE (DAYTIME): 772-871-9500
OWNER/BUILDER INFORMATION:
NAME: John A. and Ruth E. Etter
ADDRESS: 1392 Nettles Blvd.
CITY: Jensen Beach
PHONE: 772-229-9270
ARCHITECT/ENGINEER INFORMATION:
NAME: QFA
ADDRESS: 300 Avenue of Champions
CITY: Palm Beach Gardens
PHONE (DAYTIME): 561-202-6994
Revised 07/22/2014
ST. LUCIE COUNTY CER 18415
STATE: Florida ZIP: 34983
FAX.: 772-871-9500
STATE: Florida
FAX:
STATE: Florida
ZIP: 34957
ZIP: 33418
FAX: 561-296-2494
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SITE PLAN 04/1
SURVEYORS DESIGNERS LAND PLANNERS CONSULTANTS DRAWN BY, E,R,S, TIE IN SURVEY ig/27/2014
CHECKED BYi E.R.S.
1501 DECKER AVENUE, SUIT[ 419-D OFFICE PHONE: (772) 286-7694
STUART, FLORIDA 34994 FAX (772) 220-7993 SCALEI 1'=10'
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5-43-01
A C C U R I G H T LAND SURVEYING, INC. FIELD CDATE 6 1% 6/2013 SITESPLAN 04/16/2014
SURVEYORS DESIGNERS LAND PLANNERS CONSULTANTS DRAWN BY, E,R•S. SITE PLAN 10/16/2014
1501 DECKER AVENUE, SUITE 419-D
STUART, FLORIDA 34994
OFFICE PHONES (772) 286-7694 CHECKED BYi E.R.S.
FAX (772) 220-7993 ;�, 1'=10'
NOTE TO BUILDER:
SEE SHEET A-I.1 FOR PILING
SPECIFICATIONS, NOTES AND
PILE/FOUNDATION DETAILS
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-
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2#6
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#3 DIA STIRRUPS 0
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2#6
2#5
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DETAIL CG
* A5TERICK INDICAT>=5 GRADE BEAMS THAT HAVE CWN6ED = REV #1
NOTE TO BUILDER:
VERIFY ALL DIMENSIONS AND ANGLES
5HOHN WITH SITE SURVEY
INFORMATION BEFORE CONSTRUCTION
NOTE:
HEATHERIN6 AREA PER TABLE 30I.2.(I)
HEATHERIN6: NE6L161BLE
TERMITE: VERY HEAVEY
NOTE TO BUILDER: MASON:
EXACT MA50NRY OPENING 51ZE5 ARE
TO BE OBTAINED FROM BUILDER
BEFORE CONSTRUCTION DUE TO
VARYING MANUFACTURER M.O.'s. SEE
FLOOR PLAN FOR WINDOW PLACEMENT
AND LABELING.
G.G. TO VERIFY ALL FOUNDATION DIMEN51ON5 AND
"WISH FI. R HEIGHT H" 5RRVEY INFO BEFORE
�;ONS iRUG'TI ON
5LA13:
POURED CONCRETE SLAB OVER (SEE SLAB
5PE05) OVE1Z APPROVED VAPOR BARRIER AND
HELL COMPACTED (TO q5 %) GLEAN AND
TERMITE TREATED SAND FILL.
NOTE:
6.0. TO VERIFY ELEVATIONS WITH SURVEY
AND AD.UST ACCORDINGLY IF NECESSARY
BEFORE CONSTRUCTION. DO NOT EXCEED MAX
BUILDIN6 HT. ALLOWED BY LOCAL CODES.
ST LUCIE COUNTY
>3UILDING I)WISION
FOP, co
REVIEWED By
DATE
P N,S AND pgp;l i"�
MUST BE OPT ON Jor, OR
NO INSPECTION WILL E32 MApE
THE DE51ON PROFE55IONAL A55UME5 NO
LIABILITY FOR IMPROPER 5LOPE5, GRADE5
OR MEA5UR.EMENT5. ALL F I GURE5 TO BE
VERIFIED BY A LICEN5ED GENERAL
CONTRACTOR IN THE FIELD BEFORE
CON5TRUCTION.
revisions
no. date
REV 1 5/50/14
BLD6 GMT5
RA15E MAIN FLR 6" 11/22/14
designed
PAR
drawn
PAR
checkcd
55/PAR
date
q/22/14
s c a l e
1/4" = 1'-0" ORO)
job n o .
I4-041 . ETr
Shawn M. Stambaugh, PE
FL. UC. 61850 — C.A. 26210
■
•
•
project
QUANTUM ENGINEERING ASSOCIATES INC.
Structural Engineering
0
Cost Segregation
300 AVENUE OF CHAMPIONS
PALM BEACH GARDENS, FL 33418
561.202.6994
FAX 561.296.2494
W W W.QEASSOC IATES.COM
n4E5E FLAN5 CONFORM TO FBC - 2010
revisions
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BEAM REINP.,
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PILIN
GRADE BEAM TO GRADE BEAM #5 •- 4 -• O.C.
BACK INTO ORADEBM 12" MIN.
�= '` (COLUMN
Ingelffelm
I, PILINC6 TO BE 14" DIAMETER BY 35'-0' MIN. LENCY N OR REFUSAL
DESIGN CAPACITY - 22 TONS. ALL_ SHALL BE IN ACCORDANCE WITH A.G.I.
543-R_00.
REINFORCING = (1) #7 x 55'. EXTEND 15" ABOVE T.O.P. ELEVATION
2. AU6ERGA5T PILES ARE PLACED BY ROTATIN6 A CONTINUOUS FLIGHT
HOLLOW SHAFT AUGER INTO THE 6ROUND TO A PREDETERMINED PILE DEPTH.
H16H 5TREN6TH GROUT SHALL BE PUMPED WITH SUFFICIENT PRESSURE AS THE
A 16ER 15 HIP40RAHN TO FILL THE HOLE PREVENTING HOLE COLLAPSE AND
TO CAUSE THE LATERAL PENETRATION OF THE &ROUT INTO SOFT OR
POUROU5 ZONE5 OF THE 5URROUNVIN6 SOIL.
A HEAD OF AT LEAST SEVERAL FEET OF 6ROUT ABOVE THE INJECTION
POINT SHALL BE CARRIED AROUND THE PERIMETER OF THE AUGER FLI&HTIN6
AT ALL TIMES DURIN6 THE RAI51N6 OF THE AU6ER 50 THAT THE
H16H-5TREN6TH &ROUT HAS A 0I5PLAUNG ACTION R,EMOVIN& ANY L005E
MATERIAL FROM THE HOLE, THI5 MIETHOD OF PLACEMENT SHALL BE USED AT
ALL TIMES AND NOT BE DEPENDANIT ON WHETHER THE HOLE 15 SUFFICIENTLY
STABLE TO RETAIN ITS SHAPE iNITHOUT SUPPORT FROM THE EARTH FILLED
AU6ER.
3. AUGER &ROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000
P51 AT 25 DAYS. SEE CONCRETE NOTES ON SHEET 0-1 FOR ALL OTHER
CONCRETE.
GRADE B AWSLAB NOTES:
I. FLOOR SLAB THICKNESS 4 REINF. TO BE PER PILING PLAN ON 6 MIL
V15OUEEN (OR EQUAL) ON GLEAN WELL COMPACTED FILL PRE TREATED FOR
TERMITES.
2. ALL REINFORCING STEEL TO BE 6RADE 60.
3. 6RADE BEAM AND PILING DiE51I iN BASED ON 6EOTECHNICAL REPORT
PROVIDED BY A FLORIDA RE6151'ERED 6EOTECHNICAL ENGINEER
4. AFTER STANDARD GLEANING AND &RUBBIN6 HAS BEEN COMPLETED AND
APPROVED, APPLY VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR
PASSES TO THE EXISTING GROUND.
5. 5LA55 SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED.
6. SPLICES SHALL BE 45 BAR DIAMETERS AND CONTINUOUS AROUND ALL
CORNERS AND CHANGES IN DIRECTION. CORNER BARS SHALL BE 46 BAR
DIAMETERS EACH. WAY.
?. CONCRETE FOR 6RADE BEAM AND 5LA55 SHALL BE 5000 P51 MIN.
MAXIMUM WATER/CEMENT RATIO MUST NOT EXCEED 035.
b. 50HEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (E.E)
OF BEAM OR THROU6HOUT (T.O.) BEAM A5 INDICATED ON BEAM SCHEDULE.
5TIRRUP5 SHALL BE TYPE 5-6 AND HOOPS SHALL BE TYPE T-2 TYPICAL CR51
BAR BENDS UNLESS OTHERWISE NOTED.
q. ALL 6RADE BEAM (MARK 465") BARS SHALL BE CONTINUOUS UNLE55
OTHERWISE NOTED.ALL SPLICES TO BE A MINIMUM OF 4b BAR DIAMETERS.
10. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS
WITH TOP BARS FROM ADJACENT BEAMS. (UNO).
11. ALL ADDED L06ITLOINAL BEAM REINFORGIN& SHALL EXTEND 6" MINIMUM
INTO SUPPORT UNLESS OTHERWISE NOTED.
12. ONE -QUARTER OF MAXIMUM 50170M REINFORCIN6 STEEL AREA OF EITHER
ADJACENT BEAM SHALL EXTEND THRU SUPPORT AND LAP WITH A CLA55 "A"
TEN51ON LAP SPLICE ON EITHER SIDE OF SUPPORT.
15. MINIMUM CONCRETE COVER OVER REINFORGIN& SHALL. BE:
5LAB5 ON VAPOR BARRIER - 3/4"
BEAMS AND COLUMNS - 1 1/2"
FORMED CONCRETE BELOW &RAPE:-2"
UNFORMED CONCRETE BELOW 6RADE-3"
..... ................ ....... .
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SEE SOILS REPORT
14" B.O. PILE
TYPICAL Al IGER PILE
rr.r .a
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— sir
no. date
REV 1 5/50/14
BLD6 CMT5
RA15E MAIN FLR 6" 11/22/14
designed
PAR
drawn
PAR
checked
55MAR
date
4122114
5 c a I e
114' = 1'-O' (U.N.0)
Job n o . 14-041 . ETT
`T
� e
Shawn M. Stambaugh, PE
FL. IJO. 61850 — O.A. 26210
rr
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i
project
Q -E A
QUANTUM ENGINEERING ASSOCIATES INC.
Structural Engineering
Cost Segregation
300 AVENUE OF CHAMPIONS
PALM BEACH GARDENS, FL 33418
561.202.6994
FAX 561.296.2494
W W W .QEASSOC IATES.COM
drawing
FOUNDATION
PLAN DETAILS
} '9, 1,7 k`rrr it y ."'n •�`'
t
` t a
Ft 1G` o� r
4
THE DESIGN PROFE55IONAL A55UME5 NO
r, k,
LIABILITY FOR IMPROPER 5LOPE5, GRADES "
OR MEA5UREMENT5. ALL FIGURE5 TO BE A-1.1
VERIFIED F,( A LICEN5ED GENERAL
CONTRACTOR IN THE FIELD BEFORE y
CON5TRUGTI ON. `' I
,
THESE PLANS CONFORM TO FBC: - 2010
Y
no. date
REV 1 5/50/14
BLD6 CMT5
RA15E MAIN FLR 6" 9/22/14
METAL. AN6LE-
ATTACH TO TRU55 r
5CROk45 AT 12' O.G.
ATTIC ACCESS 1
SCALE,
OR WOOD
STUDS m 24"
O/G
0
2ND FLOOR PLAN
SCALE° : I/4" = 1'-0"
25 GAUGE CHANNEL SHAPED STUDS
24" 0/0 W/I FULL LENGTH LAYER OF
1/2" TYPE GYPSUM WALLBOARD
APPLIED VERTICALLY 4 ATTACHED
W/ I" LONG BUGLE HEAD 5CREW5 TO
EACH 51M ® 12' O/C
CONC. FLOOR SLAB
1 ST FLOOR
SCALE : 114" = 1',0"
(AT OR ABOVE FLOOD HT - SEE SURVEY FOR MIN FLOOD HT)
4 BATTS.
.D OVER
FHK EXT
) STUDS U51N6
Z WALLS
ALL WINDOWS AND DOORS ON
TH15 RE51 E BE
IMPAC RE515TA
i
NOTE:
ENGINEERED UNIT MA50NRY USED TO
DE516N WALLS, BEAMS 4 COLUMNS
INSTEAD OF PRESCRIPTIVE CODE
NOTE:
RATIONAL ANALY515 WAS USED
TO DE516N THE FOOTING INSTEAD
OF PRE50RIPTIVE CODE.
ATTIC VENT CALCS - 2ND FLR
COLIN& AREA
RATIO
TOTAL NET FREE
VENTILATING AREA
753 W. FT.
11150
5.02 W. FT.
OR USE 30'-2" MIN OF 2" WIDE SOFFIT VENTING
OR USE VENTILATED ALUMIN SOFFIT THRU-OUT
ATTIC VENT CALCS -1 ST FLR
GEILIN6 AREA
RATIO
TOTAL NET FREE
VENTILATING AREA
662 W. FT.
050
14.41 W. FT.
OR USE 2e' 6" MIN OF 2" WIDE SOFFIT VENTING
OR U5E VENTILATED ALUMIN SOFFIr Twi-OUT
CALCULATIONS
1ST FLOOR A/G OVO STAIR)
1,0720 S.F.
2ND FLR A/G #VO STAIR)
632.0 S.F.
TOTAL S.F.
1,704 S.F.
CARPORT
100.0 S.F.
COvagED ENTRY
54.0 S.F.
REAR PATIO
43.0 S.F.
TOTAL S.F.
001.0 S.F.
THE DE51 ON PROFE55I ONAL A55UME5 NO
LIABILITY FOR IMPROPER 5LOPE5, GRADE5
OR MEA5UREMENT5. ALL FIGURE5 TO BE
VERIFIED BY A L I CEN5ED GENERAL
CONTRACTOR IN THE FIELD BEFORE
cON5TRUCTION.
designed PAR
drawn PAR
checked 651PAR
date 11122114
Scale 114" = P-On N.N.0)
Job n o . ►4-04► . ETT
Shawn M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
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project
Q11A
QUANTUM ENGINEERING ASSOCIATES INC.
Structural Engineering
Cost Segregation
300 AVENUE OF CHAMPIONS
PALM BEACH GARDENS, FL 33418
561.202.6994
FAX 561.296.2494
W W W . QEASSOCIATES.COM
drov4ing
t , FLOOR
FAWAI
revisions
no. date
REV 1 5/30/14
BLD6 CMT5
RA15E MAIN FLR 6" g/22/14
C>
28"X 65, R.O.
DP - 50.8q
+ 46.82
36 "X 80" R.O.
OP - 4gAq
+ 45.g2
:9
O
28 X 63 R.O.
DP - 50.M
+ 46.82
RIGHT SIDE ELEVATI ,N
5CALU : 1/4" = I'-O"
NOTE TO 6.0. NOTE: TO BUILDER:
6.C. SHALL ASSUME RE5PON51BILTY FOR ALL VERIFY BASE ELEVATION OR FLOOD
MA5ONRY/ROU&H OPENING 51ZE5 AND SHALL VERIFY PLAIN MAX HEIGHT WITH
WITH PRODUCT 5PEC.'s BEFORE CONSTRUCTION. PROFESSIONAL LAND 5URVEYOR
BEFORE CONSTRUCTION.
22`-0"
Wa HT ALLOh1ED
f7'-10" T.O.BB.
- - 8'4- GL6
q -4" T.02ND FLR _
16" NP FLR TRUSSES
_ 01-0" F.F.E._
FLOOD HT 6.0' NA.VD.
4.0' NA.V.D.
GRADE
----- -- --- -- -- -- -- -- -_ -- -- --- -- -- - ---22
12
38"X 63" R.O. d?
DP - 4gA11 :o
+ 4 A2
No! I
- •i--
�I
(j)
O
0
C-5)
O
36"X 82" R.O.
18"X 10" R.O.
18"X 10" R,0-
54"X 6:5" R.O.
54"X -12" R.O.
DP - 4q.4q
DP -52.16
DP - 52. 6
DP - 44.30
DP - 48.'13
+ 45A2
+ 46.Oq
+ 46,05
+ 4522
+ 44.65
12" OVERHAN65 t GABLE
EN05
I��
LEFT SIDE ELEVATION
17'-10" T.O.BB.
- 64" GL6
111-4" T.o2ND FLR
16" AD FLR TRU55E5 di f
8'-0" GL6m'+
--- -�
c
0'-0- F.F.E.
_ 2'-�5" ABY GRADE
FLOOD HT 6.0' NAND.
4.0' NAND.
■t® GRADE
designed
PAR
drawn
PAR
c h c c 1, to d
5-5/PAR
d a t ,
9/22/14
5 G a I P
1/4" = 1'-O- (N N.0)
Job n o . 14-041 . ETT
r
i
n
- - - - 22'-o-
- - - - - - - - - - -
- - --- - - - MAX HT ALLohIED Shawn M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
8°-6" GL6
EEO
!� J
26"X I8" R.O. ! 4 ! 3
DIF - 52.16 38"X 26" R.O. 38"X 26" R.O.
+ 48.Oq DP - 50.8g
DP - 50.8q
+ 46.82 + 46.82
- - - - - - - - - - - - - - -
1-4"_7.0_2NO FLR
-- --------- -- I6"hIDFLR TRU55E5
t5'-O" GL6
ALUMIN RAILING IN PICKETS
SPACED TO REJECT A 4" DIA
/ SPHERE TYP.
o!
3
36 X 82 R.O.
Q D? - 4q.gg cc
I + 45A2
0'-0" F.F.E. � �
2'-6- ASV &BADE
UL
FLOOD HT 6.0' NA.VD.
V i
4.0' NAND. 1 Q
J� &BADE W z z
< D
38-X 63" R.O. 28"X 26" R.O.
AR ELEVATION
OP - 4q.gq DP - 52.16 ^ j T U
+ 4 A2 + 48.Oq SCALE: 1/4" = 1'-0" j��1
W®WU
E� Lo �
J
rT, 0Wf-
NOTE :TRU55 COMPANY TO VERIFY THAT OVERALL HEIGHT OF OF ROOF DOES NOT EXCEED 22'-0" ABOVE FLOC?:p �1 J z C%)
project
4" HI614 UPPER / 5" HIGHS
LOWER RAISED SMOOTH I LRI THIS HOUSE MAIN FLOOR 15 6"
CEMENTITIOUS BAw71N6 6011/082"R.0. ABOVE BASE FLOOD HT.
DP - 4824
RONT + 44.1-1
E TI
SCALE : 1/4" = 1'-0'
I" 5TANDI% METAL SEAM
ROOFING TYP.
OPEN
12
�6
22'-O"
MAX HT ALLOkW
-I" 5TANDIN6 METAL SEAM
ROOFING TYP.
17'-10" T.OB.B.
8'-6" GL6
6" H16H RA15W SMOOTH
CEMENTITIOUS BANDIN6
-SYNTHETIC CEMENTITIOU5 FIN15H
OVER DENSE &LASS 6OLD BRO
OVER TYVEK BLD& WRAP OVER
Iq/32" EXT SHEATHING
5EGURRED TO TRU55M
9'-4- T.02ND FLR
16- kV FLR TRUS5E5
8'-O- GL6
Q A
QUANTUM ENGINEERING ASSOCIATES INC.
Structural Engineering
0
Cost Segregation
300 AVENUE OF CHAMPIONS
PALM BEACH GARDENS, FL 33418
561.202.6994
FAX 561.296.2494
'--
6" HIGH RAISED SMOOTH
W WW.QEASSOCIATES.COM
CEMENTITIOU5 BANDING
SEE OR
.EM E
drawing
NGS A
RI
RAINED TOOTH
GEME`.NTITIOUS BANDING Is
ELEVATIONS
BASE O'-On r.F.E.
_
2'-6" ABV GRADE
FLOOD
HT 6.0' NA.V.D.
4.0' NAND.ORAVE
�yi
+ ` 0
THE DE515N PROFE55IONAL A55UME5 NO
LIABILIn' FOR IMPROPER 5LOPE5, GRADE5
OR MEA5UREMENT5. ALL FIGURE5 TO BE
VERIFIED BY A LICEN5ED GENERAL
CONTRACTOR IN THE FIELD BEFORE
CON5TRUCTION.
A-3,p
ZFMf
of
ME-5E PLAN5 CONFORM TO FBC - 2010
ROOF FRAMING PLAN
SCALE : 1/4' = 11-0"
SAFE GRAVITY LOADS, FOR 8" PRECAST 4 PRESTRESSED U-LINTELS
am
SAFE LOAD - POUNDS PER LINEAR FOOT
TAPE
LENGTH
8U8
BF8-OB
8FB-18
8F12-OB
8F12-1B
8F16
8F16-18
8F20-M
V20-18
BF24-0B
8F24-10
Wn-W
W28-1111
8F32-0
BM-1B
r w
2 -10 (34') PRECAST
2231
3069
4605
6113
7547
8974
10284
11W9
3059
46M
5113
7547
8974
10394
118M
3°-6" (42'� PRECAST
2231
3069
3719
5153
6W7
8054
95D2
10951
3069
46M
6113
7547
8974
10A' 4
11809
4'-0' (481 PRECAST
1966
2561
2751
3820
4890
5981
7034
8107
2893
4M
5113
7547
8974
1W94
118M
4'-6' (541 PRECAST
1599
1969
2110
2931
3753
4576
54DO
8224
21�
4375
5113
754E
8672
10294
11809
5'-4' (641 PRECAST
121E
1340
1438
1999
2500
3123
3686
4249
1N3
3090
5385
754E 36
7342(19).873
19
tot 19
5'-10"(70' PRECAST
1062
1105
1173
1531
2090
2549
3009
3470
1451
2822
4380
71 45
19
718 19
328 820
6 -6 (78' PRECAST
908
1233
2177
3480
3031
3707
43B3
5061
1236
2177
348D
5381
8380
I=
14
7'-6' (90'� PRECAST
743
1011
1729
2632
2205
2698
3191
3685
1011
1729
2661
38M
5601
846E 44
8472 15
9'-4' (112� PRECAST
M
1160
1625
2564
2818
3302
752
1245
1343
2564
3486
4705
8390 4
10'-6'(1261 PRECAST
475
535
890
1247
2093
2777
2163
25M
643
1052
1533
2093
2781
31 '1 38
4754 45
11'-4'(136'� PRECAST
362
582
945
1366
1846
2423
3127
4008
582
945
1306
t848
2423
312E
4006
12'-0- (1441 PRECAST
337
540
873
1254
1684
2193
28D5
3552
540
873
1254
1654
2193
2825
3552
13'-4' (160'� PRECAST
296
471
755
1075
1428
1838
2318
2883
471
755
1075
1428
1838
2316
2883
14'-0" (168' PRECAST
279
424
706
1002
1326
1697
212E
2830
442
M6
1002
1326
1697
2127
2830
14'-8'(1761 PRESTRESSED
N.R.
MR
MR
MR
MR
MR
MR
MR
458
753
1370
1902
2245
2517
2712
15'-4" (1841 PRESTRESSED
N.R.
MR
MR
MR
MR
MR
MR
MR
412
710
1250
1733
20M
2320
2513
17'-4'(2081 PRESTRESSED
N.R.MR
MR
MR
MR
MR
WR
MR
3W
548
950
1326
IBM
180
2047
19'-4'(2321 PRESTRESSED
N.R.
MR
MR
MR
MR
MR
MR
MR
235
420
750
1037
1282
1515
1710
21'-4" (2561 PRESTRESSED
N.R.
MR
MR
MR
MR
MR
MR
MR
180
340
598
845
1114
1359
1468
22°-0'(264' PRESTRESSED
N R
MR
MR
MR
MR
MR
MR
NR
165
315
550
784
1D47
1235
1399
24'-0'(2881 PRESTRESSED
N.R.
NR
4R
MR
MR
MR
WR
MR
129
250
450
I 654
884
1092
1222
NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR
FIELD ADDED REBAR.
SAFE LATERAL LOADS FOR
:AST Il-1 INTFI S
SAFE LOAD
PLF
LENGTH TYPE
BUB
8F8
�•
2'-10'(341 PRECAST
1293
1642
2135
3'-6' (421 PRECAST
1025
1024
1830
4'-0' (481 PRECAST
765
763
1 1365
4'-6' (54' PRECAST
592
591
1057
5'-4' (641 PRECAST
411
411
734
5'-10'(70' PRECAST
340
339
607
6'-6' (78' PRECAST
507
721
483
7'-6' (901 PRECAST
424
534
357
9'-4' (1121 PRECAST
326
512
227
10'-6'(126' PRECAST
284
401
178
11'-4'(1361 PRECAST
260
452
152
12'-0'(1441 PRECAST
244
402
135
13'-4'(1601 PRECAST
217
324
109
14'-0'(1681 PRECAST
205
293
98
14'-8'(176' PRESTRESSED
N.R.
284
89
15'-4- (1841 PRESTRESSED
N.R.
259
82
17'-4' (2081 PRESTRESSED
N.R.
:k.
M,ft.
Np.
194
63
19'-4' (2321 PRESTRESSED
148
51
21'-4' (256' PRESTRESSED
125
42
22'-0'(2641 PRESTRESSED
116
91
39
33
24'-0-(288' PRESTRESSED
N.t1,
SAFE UPLIFT LOADS FOR 8" PRECAST
AlI�CAAr1
SAFE LOAD - POUNDS PER LINEAR FOOT
TfPE
LENGTH
8F8-1T
8F12-1T
8F16-1T
8F20-1T
8F24 1T
8F2B-IT
8F32-1T
8F8-Zr
8F12-Zr
SFi6-2t
8F20-2T
8F24-2T
8F2B-Zr
8F32-aT
2'-10' (34' PRECAST
1972
3173
4460
5747
7034
8329
9808
1972
3173
4460
5747
7034
8321
9608
®
3'-6' (42' PRECAST
1569
2524
3547
4569
5591
W13
7636
1569
2524
3547
4569
5591
6813
7636
e
4'-0' (481 PRECAST
r
1363
2192
3079
3966
4853
5740
W27
1363
2192
3479
3968
4853
5740
6627
4'-6' (54' PRECAST
1207
1940
2724
3508
4292
507E
5861
1207
1940
2724
3508
4292
5077
5861
®
5'-4' (641 PRECAST
1016
1832
2290
2949
3607
4265
4024
1016
1632
2290
2949
3607
4265
4024
®
5'-10'(701 PRECAST
D
1492
2093
2694
3295
3897
4498
929
1492
2093
2694
=5
3897
4498
6'-6' (781 PRECAST
835 12
1340
1860
2419
2959
3498
4038
W5
1340
1880
2419
2959
3408
4038
7'-6' (90' PRECAST
727
1021
1 12
21 11
2571 10
10
3508 9
727
1166
1834
2102
2571
3039
3508
9'-4' (112' PRECAST
591
680
11 15
147115
1811 15
21 18
2 15
501
851
1326
1705
2084
2463
2842
10'-6' (126' PRECAST
®
5M
552
914 15
11 15
1458 15
17 15
200715
5M
686
1183
1525
1865
2204
2544
11'-4'(1361 PRECAST
474
485
798 15
i 15
127215
151 15
17 15
494
599
1028
1422
1738
2053
2369
12'-0-(1441 PRECAST
470 9
441
723 14
936 14
115115
1 15
158215
470
543
928
1 130
1649
1948
2247
13°-4'(160' PRECAST
418 15
373
606 14
783 14
962 14
114 14
132114
428
455
770
1145
1444
1718
1993
w
14 -0 (1681 PRECAST
384 15
346
559 14
723 14
887 14
105 14
1218 14
410
420
709
1050
1434 8
1�4 8
1954
_
14'-$" (176'� PRESTRESSED
323
519 13
671 13
823 13
978 14
11 14
246
390
655
968
1324 8
1 11
1874(11
_
15'-4' (1841 PRESTRESSED
224
302
485 t3
628 13
787 13
909 13
1 13
230
364
ON
897
1224 8
1 14
180114
17'-4' (208') PRESTRESSED
187
255
40412
520 12
637 12
754 12
872 12
192
3D3
500
732
993 8
12 14
1147 14
19'-4' (232' PRESTRESSED
162
222
347 11
446 11
546 12
646 12
746 12
166
261
424
816
831 8
1 14
1225 14
21'-4" (256') PRESTRESSED
142
198
306 11
393 t 1
480 11
587 11
854 1 t
142
230
369
531
713
903 13
1048 13
_
22'-O'(2641 PRESTRESSED
137
192
295 t0
3M 11
461 10
545 11
629 tt
137
221
354
508
081
881 13
997 13
(288I PRESTRESSED
'24
175
267 10
341 10
416 10
491 10
566 10
124
200 1
316
450
OW
756 12
875 13
(1) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS
FOR GR40 FIELD ADDED REBAR.
BEAM SCHEDULE
REINFORCING
#3 HOOPa
TOP
MIA
BTM
SIZE
OR STIRRIJP5
REMARK5
TT'P MASONRY BOND BM CONTIN
UNLE5 OThERWISE NOTED
BB-1
b"xlb"
1#3
-
-
NONE REOV.
2 C up-CIE5 FILLED
L-I
b"xb"
1#5
-
-
NONE REG O.
CA57CREM H16H 57RENOTH LINTEL
UNFILLED
CA57CREM HIGH 5TRENOTH DOOR
L-2
b"x12"
I#5
-
Its
NONE REGtD.
ALL COUR5E5 FILLED
CA57CREM HIGH 57REWT14 LINTEL
L-3
b"xI4"
1#5
-
1#5
NONE REOD.
ALL OOUR5E5 FILLED
L-4
b"xlb"
1#5
-
1#5
NONE REOD.
CA5TCRETE HIGH STRENGTH LINTEL
(2) C4UR5E5 FILLED
--
CASTCRETE HIGH 5TREN6774 LINTEL
L-5
b"x26"
14f5
-
1#5
NONE REOA.
ALL GOUR5E5 FILLED
CA-5TCRETE HIGH 577?EN67H LINTEL
L-6
b"x22"
I#5
-
1#5
NONE RE00.
ALL COJRSE5 FILLED
CA57CRETE HIGH STRENGTH LINTEL
L-7
b"x32"
1#5
-
1#5
NONE READ.
(4) C,DUR5E5 FILLED
CA5TCRETE H16H STRENGTH LINTEL
NONE REGtO.
ALL COURSES FILLED
FL
! '�
RAMING PLAN'-
•'
THE DE5I GN PROFE55I ONAL A55UME5 NO
LIABILITYFOR IMPROPER 5LOPE5, GRADE5
OR MEAEUREMENT5. ALL FIGURE5 TO BE
VERIFIED BY A LICEN5ED GENERAL
CONTRACTOR IN THE FIELD BEFORE
CON5TRUCTION.
revisions
no. date
REV 1 5/30/14
5LD6 CMTS
RAISE MAIN FLR 6" 41/22/14
designed
PAR
drawn
PAR
checked
66RAR
date
a122114
scale
114" = I'-O" N.N.0)
Job n o . I4-04► . ETT
Shawn M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
•
zz
10
project
Q E- A
QUANTUM ENGINEERING ASSOCIATES INC.
Structural Engineering
0
Cost Segregation
300 AVENUE OF CHAMPIONS
PALM BEACH GARDENS, FL 33418
561.202.6994
FAX 561.296.2494
W WW.QEASSOCIATES.COM
drawing
niE5E PLAN5 CONFORM TO FEY, - 2010