HomeMy WebLinkAboutRevisionOFFICE USE ONLY:
DATE FILED:
REVISION FEE: 1 S 0 6
LOCATION/SITE
ADDRESS:
AITKENS RESIDENCE
PERMIT # `01 S - 0 " 1 0q )l
RECEIPT # 11 1 Oq d a_
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772) 462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
15354 NAVION DRIVE, PORT ST. LUCIE
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
ADDED CONCRETE APRON & DETAILS ADJACENT TO HANGAR DOOR - EAST SIDE, ADDED SOD LIMITS ON SITE PLAN.
REVISED SHEET C-1 ONLY.
CONTRACTOR INFORMATION:
STATE of FL REGJCERT. #: CGC1509988
BUSINESS NAME: CELENTANO DEVELOPMENT GROUP, LLC
QUALIFIERS NAME: GREGORY L. CELENTANO [., w
ADDRESS: 824 SW SQUIRE JOHNS LANE''
CITY: PALM CITY STATE: FL
PHONE (DAYTIME): 561-718-9961 re I1 a
OWNER/BUILDER INFORMATION:
� : Tif`I�YI3iagm
CITY: STATE:
PHONE (DAYTIME:
ARCHITECT/ENGINEER INFORMATION:
NAME: TEAM ARCHITECTURE, INC.
ADDRESS: 2328 LOTH AVE. NORTH, SUITE 200
CITY: LAKE WORTH STATE: FL
PHONE (DAYTIME): 561-555-2668
SLCCC: 9123109
Revised 06130117
ST. LUCIE CO CERT. #:
ZIP:
V AA:
File Copy
FAX: N/A
REV. ISION
3346'I
1/2" TH. ASPHALT EXPAN.
JOINT, MATCH THICKNESS
OF CONC., TYP.
TOOLED EDGE (1/4" R.)
TYPE "E"
TYPE LOCATION
"D" TRANSVERSE JOINT AT INTERVALS CLOSE TO THE SIDEWALK WIDTH.
TYPICAL JOINT EXCEPT @ TYPE "E" JOINT LOCATIONS AS SPECIFIED.
"E" CENTER TRANSVERSE JOINT, P.C. AND P.T. OF CURVES, ABRUPT CHANGES
IN DIRECTION, AND WHERE NEW SIDEWALK ABUTS EXISTING SIDEWALK
OR OTHER EXIST. CONCRETE SURFACE STRUCTURES.
NOTES: 1. TYPE "D" JOINT = MAY BE EITHER TOOLED IN WET CONCRETE OR SAWCUT
WITHIN 19 HOURS OF PLACEMENT OF CONCRETE. (SAWCUT TO 1/3 DEPTH).
2. TYPE'E' JOINT = COLD JOINT OR POUR INTERRUPTED W/ 1/2" PRE -MOLDED
SEALANT OR 1/2" ASPHALTIC EXPANSION JOINT.
3. CONCRETE FOR SIDEWALKS SHALL BE 3,000 PSI MIN. PUMP MIX
W/ 6 X 6 W2.1 X W2.1 WWM FLAT SHEETS, U.N.O.
4. SIDEWALK THICKNESS (D) SHALL BE 4 INCHES, U.N.O.
5. PROVIDE MAX. 2% CROSS SLOPE.
6. WALK GRADE SHALL BE 2 INCHES HIGHER THAN FINISH GRADE. FIELD VERIFY.
7. PROVIDE LIGHT BROOM FINISH PERPENDICULAR TO SIDEWALK RUN.
8. PROVIDE TOOLED EDGE @ ALL OUTSIDE EDGES & TYPE 'E' JOINTS.
9 MIN. 6" COMPACTED SUBGRADE TO 95%AASHTO-T780, USING PLATE COMPACTOR.
BUILDING
PAVEMENT OR -
EXIST. SIDEWALK
LINE OF
PAVEMENT,
BULIDING OR
EXIST, SIDEWALK
TYPE'E' JOINTS, TYP. AT
PAVEMENT, BUILDING,
OR EXIST. SIDEWALKS.
g
r- TYPICAL JOINTS PER PLAN
F TYPICAL 4" TH. SIDEWALK
2" TYP.
MAX. 2% CROSS SLOPE
GRADE
TYPICAL SIDEWALK SECTION
�TYPE'E' JOINT
5
I V-TYPE'D'JOINT�
TYPICAL SIDEWALK JOINT LAYOUT
1 CONCRETE SIDEWALK DETAILS
C-1 N.T.S.
(1) #5 DOWEL X 24" L.
DRILL & EPDXY INTO BLDG.
FOOTING, MIN. 6" EMBED.
@ 32" O.C. MAX.
5" TH. 3000 PSI CONC, SLAB
W/ 6x6 W2.1 xW2.1 WWM.
a
x a %-x-x-xD- xa x x
a
L64
1�_6„
BUILDING FOOTING
SEE PLANS.
2 DOWEL DETAIL
C-1 f N.T.S.
5" TH. 3000 PSI CONC. SLAB
W/ 6x6 W2.1xW2.1 WWM.
<-°.-x�-x-x-x-x
8" X 8" THICKENED EDGE
W/ (1) #5 CONT.
3 TYPICAL THICKENED EDGE DETAIL
C-1 TYPICAL (3) SIDES.
SEE PLAN FOR
JOINT LOCATIONS
SEE PLAN FOR SLAB M 1/8" W. X 1/3 SLAB DEPTH
THICKNESS & REINF.�
d
d
N
� SAWCUT DETAIL
C-1
Q EXIST. BARBWIRE
0 GENERAL NOTES:
1.
SEE SHEET A-1 FOR ALL INTERIOR & EXTERIOR DIMENSIONS.
2.
SEE SHEET S-1 FOR FOUNDATION DETAILS.
3.
BEFORE SOD IS LAID, THE FINISH SITE GRADING SHALL BE INSPECTED BY
THE GOVERNING WATER CONTROL DISTRICT &/OR SAINT LUCIE COUNTY
AS APPLICABLE,
4.
SITE GRADING SHALL DRAIN TO MATCH EXISTING.
5.
SIDE PROPERTY SLOPES SHALL NOT EXCEED A 4:1 SLOPE PER
SAINT LUCIE COUNTY AS APPLICABLE.
6.
DRIVEWAY TURNOUTS SHALL BE PER SAINT LUCIE COUNTY SPECIFICATIONS
AS APPLICABLE.
LAND CLEARING & FILL NOTES:
1.
THERE ARE NO PLATTED PRESERVE AREAS ON SITE.
2.
THE VACANT PARCEL HAS BEEN SURVEYED AND THERE ARE
NO ENVIRONMENTALLY SENSITIVE OR ENDANGERED FLORA OR
FAUNA ON SITE, INCLUDING GOPHER TORTOISES.
3.
ENTIRE SITE PREVIOUSLY CLEARED AS NECESSARY.
4.
PROOF ROLL BUILDING PAD AREA.
5.
PROVIDE COMPACT CLEAN FILL IN 12" LIFTS.
6.
ALL LIFTS SHALL BE TESTED FOR COMPACTION, INCLUDING
PROOF ROLLING, W/ (4) DENSITY TEST PER LIFT.
7.
ALL COMPACTION SHALL INCLUDE PASSES W/ ROLLER AND
AS PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS.
8.
PROVIDE PROCTOR FOR FILL MATERIAL.
9.
ALL DENSITIES REQUIRE MIN. 98%AASHTO-T180.
SITE SPECIFICATIONS:
1.
COORDINATE W/ OWNER & SOILS REPORT (IF APPLICABLE) FOR PROPER
SITE PREPARATION & BUILDING PAD COMPACTION,
2.
PROVIDE COMPACTION TESTS AND CONCRETE TESTS PER CODE.
3.
PROVIDE TEMPORARY SANITARY, WATER AND ELECTRICAL SERVICES
AS REQUIRED.
4.
PROVIDE MAIL BOX PER SAINT LUCIE COUNTY REQUIREMENTS.
5.
IRRIGATION SYSTEM W/ 2" WELL REQUIRED.
6.
FPL, ATT, & CABLE SERVICE AND CONNECTION FEES BY OWNER.
HEALTH DEPARTMENT NOTES:
1.
CONFIRM ALL SEPTIC SYSTEMS REQUIREMENTS W/
ST. LUCIE COUNTY HEALTH DEPT.
2.
HEALTH DEPT. SHALL DICTATE SIZES/CAPACITY OF SEPTIC TANK
& DRAIN FIELD & SETBACK REQUIREMENTS.
3.
COORDINATE PERMIT REQUIREMENTS & APPLICATION W/
SURVEYOR AND/OR HEALTH DEPT. CONSULTANT.
FND. I.B.& C
UNREADABLE
Y
p V
� O' m
N F
0M
° - N 000322
FND. I.B.& C. 12' UTILITY ry0. ry
UNREADABLE EASEMENT
0
SITE DATA:
PROPERTY ADDRESS: LOT 98, NAVION ROAD
ST. LUCIE COUNTY, FLORIDA 34987
P.C.N:4224-501-0098-000-1
LEGAL DESCRIPTION: LOT 98, OF TREASURE COAST AIRPARK, ACCORDING
TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 26, PAGE 18,18A
THROUGH 18F, OF THE PUBLIC RECORDS OF ST.LUCIE COUNTY, FLORIDA
ZONING: AG-5
LOT SIZE: 216,199 S.F. (4.96 ACRES)
STRUCTURE LOT COVERAGE:
ALLOWED - 10.0% MAX. 1
PROVIDED - 1.9% = OK 1
SETBACKS: PROVIDED REQUIRED
FRONT (SOUTH) 350.0' to PL 50.0'
320.0' to RWL
REAR (NORTH) 270.0' 30.0'
SIDE (EAST) 193.3' 20.0'
SIDE (WEST) 60.0' 20.0'
LOT 99 +ry6ya
VACANT
N 00032'21 "W(q�_690.00' P LMj
DESIGN CRITERIA
2014 FBC CHAPTER 16
ST. LUCIE COUNTY, FL
V ult. WIND SPEED:
165 MPH
EQUIV. BASIC WIND SPEED:
128 MPH
RISK CATEGORY: 2
EXPOSURE: C
MEAN HEIGHT: 19'-9"
SLOPE: 3:12
ENCLOSED STRUCTURE
INTERNAL PRESSURE:
±0.18
IMPORTANCE FACTOR:
1.00
BUILDING AREA S.F. BREAKDOWN
HANGAR: 2,641 S.F.
CONDITIONED LIVING AREA: 959 S.F.
COVERED PORCH 410 S.F.
TOTAL GROSS AREA: 4,010 S.F. I
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C)
LO
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EXISTING CULVERT
TO REMAIN.
rybr + + i. rKVVwt rnVrvt U.U. ZtKVic.t
75' MIN. SEPARATION Q VERIFY W/AT&T REP.
WELL TO SEPTIC 3 2. PROVIDE CABLE U.G. SERVICE
VERIFY W/ CABLE REP.
LOT 97 �7a3-04(rl
VACANT ST.LCCiEc CeLnlnC.mt#-Tu_
RF,VIE%VED
NO EXISTING WELLS OR REVIE\VEDSEPTIC SYSTEMS PRESENT. DATEA
,SP£CTION \
SITE PLAN O„dD L^\'ILL
SCALE. 1" = 30'-0"
0
W
REVISIONS; Q0�
No: DATE COMMENTS 0
1Q 05-17-17 PERMIT REV. il
Q2 06-28-17 SEPTIC / F.F. REV. 0
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Job Number: _
Drawn By: rss
JUL 19 2018 11C CO��re: 01-27-17
JOB
Sheet Number Z
ST. Lucie County, Permitting
CALL 48 HOURS BEFORE YOU DIG C 1
IN FLORIDA 1-800-432-4770 IT'S
THE LAW SUNSHINE STATE ONE
CALL OF FLORIDA, INC.