HomeMy WebLinkAboutREVISION 3-27-19J
OFFICE USE ONLY: (�
DATE FILED: _ z- 7
REVISION FEE: f 7-5-
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St ILade,C®t�PERMIT # a 6
RECEIPT #
R�GEive'o PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
MpR2 2300 VIRGINIA AVEN Ems,
�n9�ep n� FORT PIERCE, FL 34982 5652 Y ���� � ;i' rlaz
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PeC(772) 462-1553'
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APPLICATION FOR BUILDING PE 1I1.SONS> �4+
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PROJECT INFORMATION
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LOCATION/SITEWs
ADDRESS:
3 o Qv6,:EN G r9 ! l46/Z/ N,9 COL)rLT-
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
E/uG/NC.c-GLLW
1214!4 w6/UC
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
ST. LUCIE CO CERT. #:
BUSINESS NAME: G, .Mad C
ELEC-7 k % C, kL C
QUALIFIERS NAME: U Y I'yt D al2G
ADDRESS: Z! % , D2
J1Z
CITY: (-' �- STATE: F I--
ZIP: 7-Wb
PHONE (DAYTIME): 777 - Gd - 7-
FAX:
OWNER/BUILDER INFORMATION:
GV/ L.L 1 "y �,IZ
NAME: w
ADDRESS: / d V EGA G�i7'f- QZ)i1/A C �-
CITY: �, i (L C L STATE:
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PHONE (DAYTIME:
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INFORMATION:�
IF:
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NAME: a
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ADDRESS:
CITY: STATE:Im
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PHONE (DAYTIME):'"
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SLCCC: 9123109 •
Revised 06130117 ii y
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GENERATOR PAD FOUNDATION PLAN
SCALE V2' = 1'-0•
NOTES:
I. R TER TO SURVEY FOR ACTUAL LOCATION
%A1 SECTION
T SCALE VY =I
DESIGN CRITERIA
FLORIDA BUILOW CODE, bth EDITION On)
DESIGN CRITERIA PER ASGE T-10
ULTIMATE NND SPEED REaoK MPH
NOMINAL. WIND SPEED REGION, V(oso 132 MPH
DFSISN HE16K
(15 FT
RISK CATE6ORY
I
EXPOSWE
D
6115T EFFECT FACTOR
6F = Ob5
FORCE COEFF FACTOR
Gf = 1.45
P-,G\)� 51aN
CbK
14tyftns�
I
SCOPE OF WORK pp���� ,7fIR �'%J��
1`5COPE OF WORK 15 LIMITED TO A REINFORCED CONCRETE SLAB ON GRADE'4R & � j6E1ERATOR
C2. PROPERTY LIES IN FLOOD 2oHE AE SA' NAVD.� St GU $ �eOB
TOP OF SLAB MINIMUM ELEVATION • 6A' NA D. Cie- Cp �a enF
STRUCTURAL NOTES
I. CONTRACTOR 5HAI.L VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE EN61NEER OF ANY DISCIEIANCIES
PRIOR TO CONSTRMTION.
2. ALL. CONSTRUCTION 5HALL BE BRACED AND SHORED BY TFE CONTRACTOR A5 REdMW TO SALLY PERFORM THE WORK,
FOUNDATION
I ATIONS ARE VE50W BASED ON PRIES114qNE SAFE ALLOWABLE EEARING FRESSUM OF 2pW FSF.
2. 501L5 SHALL BE COMPACT® TO 95Z OF IT5 MODIFIED PROCTOR ACCORDANCE NoASTM DM 15 OBTAIN87 PRIOR
T FOOTING R Acava.
3. SHALL EE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS.
CONCRETE
I. CONCRETE WORK SHALL BE IN ACCORDANCE WITH ALJ. 301-SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDM55'
LATEST EDITION AND A.L.I. 310 BUILDING CODE REXI EMIN 5 FOR STRUCTURAL CONCRETE.
2. CONCRETE 5TREN6TH SHALL BE AS FOLLOWS,
FOUNJATIOH5 t SLAM 3p00 P51 • A66R. SLUMP 5' t 11 PVC 05
3. REINFORCING 57EFL 5HALL BE IN ACCORDANCE NTH A5TM A615 6RADE 60.
4. THE MINIMUM CONCRETE C0VERA6E5 SHALL BE AS FOLLOWS:
CAST AGAINST EARTH 396
E)F05ED TO HEATHER I V2 INS
S. REINFORCING SHALL BE LAPPED SPLICED AND TIED NTH THE FOLLOYUN6 MINIMIM,
s4 24 TN5
�5 301N5
REVIEWED FOr
CODE COMPLIM
ST. LUCIE COUP
N AC"Cf1DMCEWITH IuE
Bui�NG CtyDE:
try rob - 0" Z
St LUCIE Con, TY BI ILM'G rn3
REVIEWED FOR COA1P_LLA�CE
DATE
PLANS IL�1I'T MUST BE KEPT
OR NO INSPECTION WILL 131E 21AADE.
IN
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ti
A771
�E�IiSI:QN , DATE
= =
JOB
NAME: WEBER RESIDENCE - GENERATOR SLAB
ISSUE DATE: '
> > -1 2-1 s
—_^— t
ENGINEERING, INC.
-
130 QUEEN CATHERINA COURT
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This drawing and design as shown is
the property of ML Engineering,Inc.
Reproduction
JOB NO. 7 R-net
I " LL3
Consulting Structural Engineer
k1EA
and/or use ofthis drrawing
DRAWN BY: TR CHECKED BY: n Al
IC I V I L
2030 37th Avenue
Vero Beach, Florida 32960
FT. PIERCE, FLORIDA 34949
! ]
Y
or any c there' without express
consent r si n om any
is prohibited, ma c i frpge_Phone.772
569 7257 Fax. 772 569 4041
CUE, RE:
menf, and may be subject t 1 a1 action
TITLE:
SHEET NO:
PLAN, DETAIL &NOTES
S-1 OF SHEETS
by NAL Engineering, Inc.
FLOR AREG.#17520