HomeMy WebLinkAboutSUBMITTED PAPERSST. LUCIE COUNTY FIRE DISTRICT SCANNED
OF FIRE PREVENTION iN
PLAN REVIEW St. Lucie Countv
2400 Rhode Island Ave Telephone (561)-462-2312
Fort Pierce, Florida 34950 Fax:: (561)-462-2323
TYPE OF PERMIT
( ) New Construction ( ) Tenant Improvement ( ) Addition ( X ) Renovation/alteration ( ) Shell Only
Jurisdiction:
St Lucie County
Occupancy:
Lykes Agri Sales
Address:
3630 Selvitz Rd
Contractor:
PaulJacquin & Sons
Contractors address: P. O. Box 4343
Arch itect/Engineer: Tilden, Lobnitz, Cooper
Building owner:
Lykes Agri Sales
Occupancy type:
Storage
Gross sq. ft.
10,000 sq ft
Occupant load:
Construction type ( NFPA-220) Type:
F. P. B. B-99-211
Building Dept: 99110183
Number of stories:
Phone # 561465-2475
City: Ft Pierce Zip: 34948
Phone: 407-639-8986
Review date: 12-06-99
Automatic sprinklers:
Net sq ft:
Based on:
SBCCI: Type:
NOTE
1. All revisions must be in compliance before the final inspection, or so noted.
2. The Fire Marshal required 24 hour 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 revision/s have been transmitted to the Architect( ) Contractor ( ).
iA
Reviewed By:
Tony
T
Liento
REVISIONS REQUIRE
Date: December 6, 1999
10-29-1999 9:AIAM FROM PJS.INC. 561 466 2806 P-2
ST. LUCIE COUNTY
DEPARTMENT OF COMMUNTiY DEVELOPMENT
2300 VIRGINIA AVENUE. ROOM 201
. $ FT. PIERCE. FL 349E2-5W
407-462-1553 ..
"A
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
tiCirtfitagm is to be completed by the Pmi design wctdtret or mWinoer. This CertiRcstton must be submitted with off
"-- lDh=0 m JW twirling g I :rvoWm the mtMuma+ of new residence (single or r vAd .tamiy), residential add'tpon. any accessory
Oma mwiwv 3 btddrp Pon- . and err/ n0fircmdenbal zftclIve. Thm Cen ificabon strap not appy to interior renovations (provided
�m rdrtteamal wall. COkmm or other siniir mmponient is bei affected) and rxrfeir oBrer minor bu&h g permits. For hnther
please ew*M the Buildrrg trra"'Fim r OtToe at 462-1SW or 462-2172-
;;�ERMIFICATION STATEMENT:
€ CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS
HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OFTHE BUILDING CODES
CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. 1 ALSO CERTIFY THAT STRUCTURAL
ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND
FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
!3` � Pd+RA RS AND ASSUMPTIONS USED•—tdhease &-ek
EDITIONor mnpe� zre zeoroo,�e pK�
9. URLOM CODE USED Cravt) - �1 ] ASCE 748 OTHER (SPEC"
2 Z3UZXWtG DESIGN IS CHECK crq ENCLOSED �� PARTIALLY ENCLOSED OPEN ELIW NfG
3.ouaDm HEIGIfr: /(I>t FT 4. V ND SPEED USED IN BUILDING DESIGN: I l o MPH
%MM EUKXRM CLASSIFICATION 11I89t 70 0WOMIKE TAMES IN rrraooa com Ce R mm Im U9'E H):
AVER "NO VE OCTY PRESSURE ON EXTERIOR FACES OF SiRt)MgM slo PSF -
e- FEMC VVM VELOCITY PRESSURE ON EXTERIOR FACES OF SrRUCnXT- _ PSF -
C) 5f ORTANCEM17SE FACTOR MSTAII PROM WJLVMG coc4C)'40
—
,gASHro - _ --- ---
r; L iRocR y� PSF ROORIDEAD: PSF
c 2as5.f�%N4..
IS A CC7sITtrRDOW LOAD PAIN PltOvttT® roeoc pet YES NO 'p NO, wlry7 (saga,
r? or pEEa�i�TED
C08ff AND L'".4,^_^.±4*aG DETAINS PROVIDED 1pEac pq YES NO � If NO. Why1 (SCacn
aa�sra o/ jF %T�l/Gt �f2E sflcwv rev toQ9 ��pwn✓�i s , wv�z, of %c-z'em145
E F:?avroralocNoe�1{E Wwvrgv� sv8u//n�Fcs//P pea XY sleu&�i.�EeX
etJoC� 61av .GW V \G !i;?� P �i/d.5;-a
LESSED BY MY SEAL. 1 .HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THIS
:F-iMRCA'n)N IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
,,.�-- �� Ct/ l-��LvssGr�✓L CERT1FlCATi N NO: 7�
DATE. /���
FQ (SEAL HERE?
VRASER ENGINEERING AND TESTING, INC.
3504 INDUSTRIAL 33rd STREET FORT PIERCE FLORIDA 34946
`"1 VER4j BEACH (561) 567.6167 FORT PIERCE (561) 461-7508 STUART (561) 293-7711 FT. PIERCE 1-800-233-901I
V
Report
of
DENSITY OF SOIL IN PLACE
ASTM D2922
CLIENT: Paul Jacquin & Son, Inc.
CONTRACTOR: Client
SITE: Lykes Agri Sales
Footings
DATE:
Permit.-#.99-_111O183r
DENSITY
TEST
DATE
MOISTURE -DENSITY
RELATIONSIDP
IN PLACE
DRY
PERCENT
TEST
MAX.
NO.
TESTED
LOCATION
ELEVATION
NO.
DRY WT.
DENSITY
COMPACTION
3142
1/3/00
S. Side, Center
0 - 1'
3141
113.2
111.6
98.6
3143
S.E. Comer
111.1
98.1
3144
E. Side, Center
111.5
98.5
ALL ELEVATIONS
BELOW FOOTING GRADE
Copies: Client - 2 Respectfully submitted,
FRASER-ENGINEERING AND TESTING, INC.
Alexander H. Fraser, P.E. Fla. Reg. No. 16178
GEOTECHNICAL ENGINEERING FOW.OATION INVESTIGATIONS CONORETS SOIL. AND ASPHALT TESTING
FRASER ENGINEERING AND TESTING, INC.
.� 3504 INDUSTRIAL 33RD STREET- FORT PIERCE, FLORIDA 34946
'A{e VERO BEACH(561) 567-6167 FORT PIERCE 561 461-7598 STUART 561 283-7711 FT. PIERCE I-800-233-9011
r,
Report
of
MOISTURE DENSITY RELATIONSHIP
ASTM D-1557
CLIENT: Paul Jacquin & Son, Inc. DATE: 1/3/oo
CONTRACTOR: Client
SITE: Lykes Agri Sales
Footings
P.C.F.
Dry Weigh
' it 13
Moisture
% of Dry Weight
15
Test
No.
Test
Method
Sample Location
Optimum
Moisture %
Mac. Dry
Densim- P.C.F-
Soil
Description
3141
B
Composite
12.1
113.2
Gray & orange, fine sand with
rock nodules
= Respectfully=submitt
FRASER ENGINEERING -AND TESTING, INC. -
Alexander Y. Fr sir_'
.E.. TRoridi Reg. No. -16r178
GEOTECKNICALENGNEERING FOUNDATION IN SnGATK S CONCRETE, SOIL AND ti--P LT TESTING