HomeMy WebLinkAboutSUBMITTED PAPPERSSCANNED
BY
't. Lucie Counfy
r
r 2400 Rhode Island Ave
Fort Pierce, Florida 34950
ST. LUCIE COUNTY FIRE DISTRICT
BUREAU OF FIRE PREVENTION
PLAN REVIEW
TYPE OF PERMIT
Telephone (561)462-2312
Fax:: (561)-462-2323
( X ) New Construction ( ) Tenant Improvement ( ) Addition ( ) Renovation/alteration ( ) Shell Only
Jurisdiction: St Lucie County
Occupancy: Reserve/PGA Maintenance Building
Address: 8100 Plantation Lakes Dr
Contractor: Mosley & Son Construction
Contractors address: 1400 SE Monterey Rd
Architect/Engineer:
Davd Miller & Associates
Building owner:
PGA Reserve, Inc
Occupancy type:
Storage
Gross sq. ft.
5000 sq ft
Occupant load:
Construction type (NFPA-220) Type:
F.P.B. B-99-128
Building Dept. 99090109er.
Number of stories: I
Phone# 561-287-6962
City: Stuart, FL Zip: 34994
Phone #: 561-655-1775
Review date: 9-20-99
Automatic sprinklers:
Net sq. ft.
Based on:
SBCCI: Type: IV
h(8JI0
I. All revisions must be in compliance before the final inspection, or so noted.
2. The Fire Marshal requires 24 hr. notice on all inspections.
3. The respective Building Department shall schedule all final inspections through the Fire Marshal's office.
4. Failed inspections require payment of fee prior to scheduling of any further inspections.
5. Permit fees are required to be paid in full prior to any inspections.
6. A copy of the required revisions have been transmitted to the Architect () Contractor ( ) Yes ( ) No ( )
Revisions Required
1. Provide a 2A-IOBC rated fire extinguisher every 75' of travel distance.
Reviewed By: Date: September 20, 1999
Tony Liento
D E&T DUNKELBERGER ENGINEERING & TESTING, INC.
' SOIL. DENSITY. TEST REPORT
Project Name: PGA Clubhouse, The Reserve"1�0��1,1
Report Date:
10-OS-99
Maintenance Building �� t
Client Name: Robert F. Fromm & Associates, Inc.
590 NW Peacock Loop, Suite 9
Project No.:
99-10-663
Port St. Lucie, F134986
Date Tested:
09-29-99
Technician Initials:
DH --
Attn: Mr. Robert F. Fromm Progress
Report No.:
4 (Sheet I of 2)
LFaborator_Proctor
_ '' Field Tests .r
Test
No.
Probe
Depth
in
Maximum
Dry Density
c
Optimum
Moisture
%
Dry
Density
c
Cone
Resistance'
is
Moisture
%
Minimum
Required
Compaction
%
Percent
Maximum
Density
Test
Result
1
12
109.0
12.0
107.7
- - -
13.2
95
98.8
Pass
2
12
109.0
12.0
106.9
- - -
12.8
95
98.1
Pass
3
12
1 109.0
12.0
108.2
- - -
13.1
95
99.3
Pass
Type of Field Density Test: ( X ) ASTM D 2922 ( ) ASTM D 2937
Minimum Required Compaction Based on: (X) AASHTO T-180 (ASTM D 1557) ( ) AASHTO T-99 (ASTM D 698)
'Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
.Test
No.
rSotl
T e
Elevation
_ Tesf Location n
1
1
0-12
10' east and 10' south of northwest comer
2
1
0-12
Center of slab on grade
3
1
0-12
10' north and 10' west of southeast corner
Elevation Referenced to: () NGVD () MSL
3-_ .,. Soil. - e =-_.. �•� -t
I Structural Fill
2 Final Grading Fill
3 Mass Grading Fill
4 Utility BacMilI - Sanitary
5 Utility Backfill - Water
6 Utility Backfill - Storm
7 Roadway Subgrade
8 Stabilized Subgrade
9 Base Course
10 Other:
(I) Other Inches below top of subgrade
`_ 52 &NW Enteipnse Drive Poft St. Lucid, FIOFlda34986 •L.•Phone (561).343-9787 .! FIXI 61)343r9404
DRY
UNIT
WEIGHT
POUNDS
PER
CUBIC
FOOT
7 9 11 13 15 17
WATER CONTENT --- PERCENT OF DRY WEIGHT
Sample Location: In -place subgrade
Sample Description: Gray slightly silty medium to fine
SAND, trace clay
ESULTS
+STM D 1557
109.0
12.0
SP-SM
2803
Robert F. Fromm & Associates, Inc.
PGA Clubhouse, The Reserve, Maintenance Building
Port St. Lucie, Florida
Tested By: BE Date:
Checked By: CD Date:
663dt32b
TUE 12OD6 PI•I DH-/1D 1-1ILLER &
ST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
230O VIRGINIA AVENUE
FT. PIERCE, FL. 34982.5652
reference All American 561462-1553
Job #181682
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
for the, metal building structure Only
This Certification is to be completed by the design engineer This Certification must be submitted with all applications
I'cr building permit involving the construction of new residence (single or multi -fatuity), residential addition, any accessory etructurs requirirg
a building permit. and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural
walls. columns or other similar component is being effected) and certain other minor building permits. For furher assistance, please contact
the Building IRSpeCIIDn IDf(ice at462.1553 or 462.2172.
CERTIFICATION STATEMENT:
I CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF„ Plans fcr U-2 petal b�3• HAVE
Plans
BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES
CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS
DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED
BY CURRENT CODE PROVISIONS.
DESIGN PARAMETERS AND ASSUMPTIONS USED• (eteasa &ems or comoleta the cogroprite bo 1
1- STANDARD BUILDING CODE 1997 EDMON )m
2.
J.
8
6
7.
8
BUILDING DESIGN IS(CrIECKONE) ENCLOSED
r
BUILDING HEIGI1T: 12 FT
ASCE 7-95 _, OTHER (SPECIFY)
PARTIALLY ENCLOSED,^ OPEN BUILDING
4. WIND SPEED USED IN BUILDING DESIGN: 110 MPH
WIND EXPOSURE CLASSIFICATION (REFER TO EXPWJRETABLES IN BOLDING CODE IOENrIFIED IN LINEa1): NIA
AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: cr-: .411 PSF
PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE:
IMPORTANCFJUSE FACTOR fo9TAw PRore suruawa cooE) 1.0
PSF
9. LOADS: FLOOR N/A PSF ROOF/DEAD: 4 PSF ROOFlLNE: 2"0 PSF
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECKONE) YES ^ NO XX If NO, why? (attach
expla)naU7n) braced frames provided
11 IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES xx NO _ if NO, why? (attach explainawn)
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES XX NO _ If NO. why? (attach
explainadon)
13. MINIMUM SOIL BEARING PRESSURE: N/A PSF
AS VOTNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS CERTIF!'CATION
IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. y
'NAME:
Eric E. Masterson 33579
' CERTIFICATION NO:
DATE:
9-3-99 —
/ 9LLG0 O ti7. C2C?IC