HomeMy WebLinkAboutRevisionsOFFICE USE ONLY:
DATE FILED: PERMIT # 1408-0010
REVISION FEE: 9L - -0 ` RECEIPT #
- PLANNING & DEVELOP T
BUILDING & CODE REG ATION I
2300 VIRGINIA VE
inn FORT PIERCE, FL 34982-5
(772) 462-1553 FAX (772) 462-151
APPLICATION FOR BUILDING PERM
PROJECT INFORMATIUK
1. ADDRESS: DRESS: SITE 6501 S Ocean Drive Jensen Beach Florida 34957
ADDRESS:
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
KI
4.
B - 11 In processing center, Medical and training facility.
Add Drawing SC-01 that shows 3 locations 1-1/8" deep block out on east side of building.
Removed door stoops on east side of building due to paving company Dickerson adding apron up
to building, pitch is 12.1 slope Add shower drain north west corner.
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CGC 1521829 T`I,I p COUNTY CERT. #:
BUSINESS NAME: NYC
QUALIFIERS NAM: o anie o zwo
ADDRESS: 18 7 Freedom-Ro—ad Suite
T A
CITY: Lancaster STATE: 1 " ZIP:
PHONE (DAYTIME): - -5262 FAX:
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE:
Robert Wright/ MSS Department Head
Ocean Drive
STATE: Fl ZIP: 34957
772-467-7473 FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME: Tom Rucker
ADDRESS: 125 The Parkway, Suite 400
CITY: Greenville STATE: SC ZIP: 2961.5
PHONE (DAYTIME): 864-241-6746 FAX:
Revised 07/22/2014
FOP HVAC UNIT FOUNDATION
SEE DWG SC-02
246'-6'I%16" f
a
lu —
I I I I I I I I I 1 I
I {{ I { I I I I I
I I I I 1 I I I I I
li II
NEW 4" MIN THICK CONCRETE --
! TOPPING AND EXISTING SLAB I
II II
° I i i { i (SEE NOTES FOR SPECIFICATIONS
AND JOINT INFORMATION)
II II
(TYP) i I I I - EX EXP JT
it �IN.
1Y8" DEEP BLOCK OUT IN I i I I1Y" DEEP BLOCK i I 1Y" DEEP BLOCK OUT IN
dfPd I 7f
NEW 4 THICK CONCRETE { i i { NEW 4 THICK CONCRETE { i i I NEW 4 THICK CONCRETE
TOPPING FOR FLOOR GRID I { I I TOPPING FOR FLOOR GRID I I { I TOPPING FOR FLOOR GRID 80°-8"
I I I I I I
° 4@12x3'-O"LG T&B
I 4f_ 7f 35,_6�," i { � i 6'-10'" 47'-9Y" i I i i 4f-
(TYP ALL RE --ENTRY
I I
CORNERS)
L__________________________ I I
_ i- L - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - -- - --- - - - - - - - - - - - - - - - -
-+-I I ��
I I I
DIMNS TO EDGE OF r- r-
E-W SLAB N-S
& 16„ ± 246'-79/6" t
0
po I
- 4@12" PERIPHERY BARS
(DRILL &
GROUT
USING HILTI
HIT HY-200
DOWELING
SYSTEM (3"
PROJ & 4Y2"
EMB.)
4"CONC TOPPING SLAB
�- 6x6-W2.9xW2.9
WWF SHEETS
TOP/EX SLAB
EL 15-3%" H.P.
X , / X---X
_ X®'-7,_,7X
--H
X X-X X X
00
/% --- EX SLAB
SECTON
SCALE 1" = 1'-0"
THIS DWG
X—
X-
1 1
5. NEW CONCRETE TOPPING
TROWELEDHAVE A SMOOTH
D B ■D
OF 7 DAYS AFTER
EXTERIOR
,■
BROOMED FINISH. WATER BASED
CURING COMPOUND MAY BE USED
OPTIONAS AN APPROVAL OF
ENGINEER 1 RECORD.
6. REFER TO ARCIHITECTURAL DRAWING!
FOR FINAL FLOOR FINISHES AND
COVERINGS. - 1 `'MOISTURE
TRANSMISSION REQUIRED
FLOORBY THE 1 `
1 _ ' r
NORTH FOUNDATION MODIFICATION PLAN
4"corJc TOPPING SLAB
TOP/EX SLAB EL 15'-3Y4" H.P. SCALE 3/32" = 1'-0" JOINT TO MATCH EX SLAB JT
TOP/NEW CONC TOPPING EL 15'-7f4" H.P. 4"CONC TOPPING SLAB 6x6-W2.9xW2.9 WWF SHEET - SAWCUT JOINT 1/4 DEPTH
JOINT TO MATCH EX SLAB JT CUT ALTERNATE WIRE AT JOINT -- OF TOPPING SLAB AND FILL JOINT
1'-4"
m
6x6-W2,9xW2.9 WWF SHEET SAWCUT JOINT 1 /4 DEPTH
STOP AT JOINT —7 OF TOPPING SLAB AND FILL JOINT ?`
WITH SPECIFIED JOINT SEALANT.
CV
�- X-
6
COAT EXPOSED SURFACE OF JOINT - -- 3/4" DIA SMOOTH DOWEL x 1'-6"
WITH CURING COMPOUND OR SOME EX SLAB LONG @ 12" SPACING. WRAP
OTHER FORM OF BOND 13REAKER ONE END IN POLYETHYLENE
NOTE:
FOR STRIP POURING OF SLAB, SAWCUT JOINTS MAY
BE SUBSTITUTED FOR CONSTRUCTION JOINTS
PERPENDICULAR TO DIRECTION OF POUR.
(TYP JOINTS MUST MATCH EX SLAB JTS)
I F_
D ETAI L A
4" TOPPING SLAB — CONSTRUCTION JOINT DETAIL
SCALE 1" = 1'-0"
- 2" DEEP SAW THIS DWG
CUT (DO NOT
CUT REBAR IF EDGE OF BLDG SLAB T/CONC EL AT STOOP H.P. MATCHES
POSSIBLE) FIN FL EL (-4" MIN EL @ LOCATIONS
W/NO RAMP)
_=x
X -H -�
0
0
SECT ON
SCALE 1" = 1'-0"
THIS DWG
I 11" WIDE STEP @ LOCATIONS WHERE
STOOP HEIGHT IS GREATER THAN 7"
— EX SLAB ABOVE GRADE (T/STEP -7" BELOW
T/STOOP)
DETAIL D
TYPICAL DETAIL — EXTERIOR DOOR STOOP RAMP
LT SCALE 3/8" = 1 f-0"
THIS DWG
NOTES: CONCRETE STOOP AND RAMP SHALL BE REINF
W/6x6-W2.9xW2.9 WWF PLACED 1Y2" FROM TOP
6" MIN CONCRETE THICKNESS
BOTTOM OF CONCRETE SHALL BE 2" MIN BELOW GRADE
5'-0" (MIN)
-- EX SLAB
DETAIL B
4" TOPPING SLAB — SAWCUT JOINT D SE PLANS AND ALL PROPOSED V `RK
-®! E SUBJECT TO ANY COMECTIONS
SCALE 1 " = 1'-0" REGUIROD BY FIELD fWSPECMA3 THAT
AWIMM L:THIS DWG IjAY BE NECE902Y IN 06JECR TO
COMPLY WITH AL, APPI IC RILE CODES
JOINT TO MATCH EX SLAB JT
SIUNI 1 /2" EXP JT MAT'L 4"CONC TOPPING SLAB
SEAL W/JT SEALER 7
z
0
d-
6x6-W2.9xW2.9 WWF SHEET
z �— n
-IIIIZ, - EX SLAB
\ -III=IIII
ST LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMPLIAUtE
REVIEWED BY
DATE l
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
D ETAI L C NO INSPECTION WILL BE MADE
4" TOPPING SLAB -- EXPANSION JOINT DETAIL
SCALE 1" = 1'-0"
THIS DWG
COPYRIGHT D&Z INC AS OF LAST )ATE INDICATED
NOTES:
1. CONCRETE FOR TOPPING SLAB SHALL BE NORMAL
WEIGHT WITH A MINIMUM COMPRESSIVE t
OF 4000 PSI AT 28 DAYS, NON -AIR ENTRAINED,
, F ,.. ■
WITH Y4" MAXIMUM SIZED COARSE
EXTERIOR CONCRETE SHALL BE
NOMINAL A ■ 1
WELDED2. WIRE FABRICREINFORCING SHALL CONFORM
1 ASTM A185.1• BARS SHALL
CONFORM 1 ASTM A615 GRADE61. FIBER MESH
MAY ! AS OPTION.
SURFACE3. EXISTING SLAB AND DRY
PRIOR TO NEW CONCRETEPLACEMENT.
VACUUM GRIT BLASTINGOR OTHER SUITABLE
MECHANICAL SCARIFICATION METHODS1 ENSURE
REMOVAL OF ALL LAITANCE, CURING COMPOUNDS,
LOOSE CONCRETE,DUST,OIL, GREASE, ADHESIVES,
OR OTHER FOREIGN MATERIAL.
JOINTSPAINT,
4. i TOPPING,.
JOINTSTHE ADDITIONAL
CONSTRUCTION OR CONTROL JOINTS
ADDED r ANY EXISTING JOINTS
SPACED AT GREATER THAN 20 FEET APART. REFER,
1 DETAILS ON DRAWING FOR JOINTS.
REMOVEDDOOR
RAMP ON EAST SIDE
PAVING&
DUE TO NEW
CHANGED DIMNS
ADDED DRAIN
i
ISSUED FOR CO_NST'N
DESCRIPTION
•
-.
CIRCLE ALL REVISIONS,•
a-.
DIAMONDWITH A • RE-
`
MOVE•
REVISION.NEXT
i
." IGNATURE
' STATE; OF
40R1110 DATE
t
DR. CARTER DATE 07-15-14
DSGN. H I LL_MAN N D&Z.
FILE
CK. RUCKER NUMBER -
APPR. JOB NO.
FILE NO. FPL001 SCO1.DGN
CLIENT INFORMATION
THIS DOCUMENT CONTAINS INFORMATION WHICH IS CONSIDERED TO BE CON-
FIDENTIAL AND PROPRIETARY TO THE CLIENT AND IS DISCLOSED IN CON-
FIDENCE WITH THE UNDERSTANDING THAT THIS DOCUMENT WILL NOT BE REPRO-
DUCED OR COPIED, DIRECTLY OR INDIRECTLY, AND THAT THIS DOCUMENT AND
INFORMATION HEREIN IS NOT TO BE USED IN WHOLE OR IN PART TO ASSIST
IN MAKING, OR TO FURNISH ANY INFORMATION FOR MAKING DRAWINGS, COPIES,
PRINTS, APPARATUS, OR PARTS THEREOF, EMBODYING FEATURES OR INFORM-
ATION DERIVED FROM THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT
OF THE CLIENT. THIS DOCUMENT SHALL BE SUBJECT TO IMMEDIATE RECALL
BASED UPON REQUEST FROM THE CLIENT OR THE ENGINEER.
J
125 The Parkway, Suite 400
Greenville, SC 29615
Day&Zimmermann
DRAWING TITLE \
FLORIDA POWER AND LIGHT
MEDICAL IN --PROCESSING FACILITY
STRUCTURAL
FOUNDATION MODIFICATIONS
PLAN AND DETAILS
D&Z JOB NUMBER
FPLSL001
DRAWING NUMBER REV.
SC®01 2
0