HomeMy WebLinkAboutSUBMITTED PAPERSR
ST. LUCM COUNT
DEPARTMENT OF COMMUNITY DEVELOPMENT
2= VIRGINIA AVENUE ROOM 201 SCANNED
Fr. PIERCE FL. 349ax-MM BY
4w�-Kam St. Lucie County
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
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CERTIFICATION STATEMENT:
I 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. I ALSO CERTIFY THAT STRUCTURAL
ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND
FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
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DESIGN PARAMETERS AND ASSUMPTIONS USED! tmaae ewer a mrrereoe ore awmmm* b@J
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r BUILDING CODE EDITION USED rrFAM mcm ASCE 72q mat (SPECIFY)
2. BUILDING DESIGN IS mmE= am ENCLOSED PARrMLL7 ENCLOSED ' OPEN BUMMING
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3. BULLRING HEIGHT: 15 — 0 FT 4. wm SPEED USED IN BUILDING DESIGN: upm
S. WIND EXPOSURE CLASSIFICATION Iaer'm Emmw TAmm Mwawa mar ®mr® w La! n):
S. AVERAGE NAND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE. 25 PSF
7. PEAK WHO VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE 5 PSF
a. WORTANCIVUSE FACTOR m=Aw Pmm wnawa aoorX � r 0 /-
9 LOADS: FLOOR 4 0 PSF ROOFIDEAO. � PW ROOFANE: k Y Pg
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE 104= CM YES , NO q NO. ww Ism"
11. IS A CONTINUOUS LOAD PATH PROVIDES =a= CM YES � NO � it NO, ww (amem
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12. ARE COMPONENT AND CLAOOM DfiTAOS PROVIDED beat CM YES NO _ V NO. wW (sum
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13. MINIMUM SOIL BEARING PRESSURE �'PSF ' _•;
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AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDYM THIS
CERTIFICAA77ON IS TRUE AND CORRECT, TO THE BEST OF WY KNOWLEDGE AND BELIEF.
NAME 1 AUL W L.(li CERTIFICATION NO:
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DESIGN FIRM: W E.I.,C l'1 N C, DATE
BUTLER
Butler Manufacturing Company
Northeast Region
400 North Weaber Street
Annville, Pennsylvania 17003
Phone: (717) 867-3201 Engineering
(717) 867-4651 Manufacturing
(717) 867-4606 Sales
ROB MULLINS
DAVIS, RICHARD K CONST.
P O BOX 186
FT PIERCE FL 34954
To Whom It May Concern:
So USA
April 14, 1998
APR 15 1998
50' x 97' x 16' LRF .50:12
RIGEL
FT. PIERCE, FL
BMC Order Nos. 033828
Builder Order No. 98
Please accept this letter as our certification that the Butler
components of the subject building are designed in accordance
with the 1989 Edition of the AISC Specification for the Design,
Fabrication and Erection of Structural Steel and the 1986 Edition
of the AISI Specification for the Design of Cold -Formed Steel
Structural Members. The basic loads of the subject building meet
or exceed the County Climatic Data as published in the 1986
edition of the MBMA Low Rise Buildings System Manual.
The governing design code is the 1994 Edition of the Standard
Building Code. The following loads are applied in accordance with
the governing code:
Dead Load
Collateral Load
Roof Live Load 0-200 sf
200-600 sf
Over 600 sf
Wind Speed
Seismic Acceleration, Aa
Seismic Velocity, Av
Category Use
2.70 psf + Frame Weight
0.00 psf
Trib. Area 20 psf
Trib. Area 16 psf
Trib. Area 12 psf
110 mph
0.00 g
0.00 g
1
Load combinations are in accordance with the governing code.
These Butler components, when properly erected on an adequate
foundation in accordance with the erection drawings as supplied
and using the components as furnished, will meet the above loading
requirements. The design of this building for wind load assumes
that doors not supplied by Butler are designed to sustain the same
wind pressures and suctions as the walls in which they are
installed. This certification does not cover field modifications
or design of material not furnished by Butler Manufacturing
Company. This building is produced in one or more Butler Mfg.
Company's facilities located in Annville, PA. Birmingham, AL.
Page 2...
BMC Order No. 033828
Galesburg, IL. Laurinburg, NC. San Marcos, TX. and Visalia, CA.
All listed facilities are Category MB certified by the American
Institute of Steel Construction.
cc: Order File
Cordially Yours„
Jeffrey
L. Feaster,
P.E. ',,I
Regional Engineering Managerl'
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FRASER ENGINEERING AND TESTING, INC.
35D4 INDUSTRIAL 33RD STREET FORT PIERCE, FLORIDA 34946
JUPITER (407) 746-7698 FORT PIERCE (407) 461-7508 STUART (407) 283-7711 Fr. PIERCE 1-800-233-9011
Report
of
MOISTURE DENSITY RELATIONSHIP
T-180
CLIENT: Richard K. Davis Construction Corp. DATE: April 13, 1998
CONTRACTOR: Client
SITE: 3401 US1, South ft. Pierce (Rigel Inc.)
115
113
111
109
9 11 13 15
Moisture - Percent of Dry Weight
TEST
TEST
SAMPLE
OPTIMUM
MAXIMUM
SOIL
NO.
MEMOD
LOCATION
M01MRE
DRY
DESCRIPTION
%
DENSITY-P.C.F.
373 .
B
Composite
12.0
113.8
Brruwn glay. ff0ft SHLY
fine sand
Respectfully submitted,
FRASER ENG ERING AND TESTING, INC.
I -Ali
Alexander . r r, P.E. FL eg. No. 1178
GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL & ASPHALT TESTING
,4
FRASER ENGINEERING AND TESTING, INC.
3504 INDUSTRIAL 33RD STREET FORT PIERCE, FLORIDA 34946
JUPITER (407) 746-7698 FORT PIERCE (407) 461.7508 STUART (407) 283-7711 Fr. PIERCE 1-800-233-9011
Report
of
DENSITY OF SOIL IN -PLACE
ASTM D2922
CLIENT: Richard K. Davis Construction Corporation
CONTRACTOR: Client
SITE: 3401 US 1, South Ft. Pierce (Rigel Inc.)
Foundation Fill
DATE: April 23, 1998
PERMIT: 9801036V -.
DENSITY
TEST
NO.
DATE ,
TESTED
LOCATION
ELEVATION
MOISTURE-DENSrrY
RELATIONSHIP
IN PLACE
DRY
DENSITY
PERCENT
COMPACTION
TEST
MAX
NO.
DRY WT.
374
04/13/98
NE Comer
0 - 1'
374
113.8
111.9
98.3
375
04/13/98
Center
0 - 1'
111.5
97.9.
376
04/13/98
SW Corner
0 - 1'
112.3
98.6 .
All Elevations E
elow Slab Grade.
p 9wF
D
MAY 41998
COMMUNITYDEVELOPME
Copies: Client - 2
St. Lucie Co. Bldg. Dept. - 1
Respectfully submitted,
ERASER E G RING STING, INC.
�l
Alexander Fr, er, P.E. FL Reg. No. 16178
GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRErE, SOIL & ASPHALT TESTING
ST. LUCIE COUNTY FIRE DISTRICT
BUREAU OF FIRE PREVENTION
P.O. BOX 3030 TELEPHONE (561)-462-2312
FT. PIERCE FL. 34948-3030 FAX NO. (561)-462-2323
2400 RHODE ISLAND AVE.
FT. PIERCE FL. 34950
PLAN REVIEW
JURISDICTION: St Lucie County
OCCUPANCY: Rigel Car Sales
ADDRESS: 3401 s. Federal Hwy.
CONTRACTOR: R.K. Davis
ARCHITECT/ENGINEER: Paul Welch
BUILDING OWNER: Robert Rigel
OCCUPANCY TYPE: Storage
GROSS SQ FT: 3650 sq ft.
OCCUPANT LOAD: 12
CONSTRUCTION TYPE:( NFPA-220) Type: 11 - (000)
F.P.B. 1006
BUILDING DEPT. 9810361
NO. OF STORIES: One
PHONE NO: 461-8335
PHONE NO: (561)-775-9888
REVIEW DATE: 1-27-98
AUTOMATIC SP'KLRS: No.
NET SQ FT: 2600 sq ft.
BASED ON: 300 sq ft. P/P.
SBCCI: Type: IV - Unprotected
New Construction: X Automatic spklr: Contractor:
Tenant Improvement: Fire Alarm: Contractor:
Shell Only: Fixed Fire suppression: Contractor:
A, Addition: Hood & Duct System: Contractor:
Renovation: Fuel Storage: Contractor:
1. All revisions must be in compliance before the final inspection.
2. The Fire Marshal requires 24 hr. notice on all inspections.
3. The building departments schedule all final inspections by the Fire Marshal.
Required Revisions:
1. Provide a 3A-40 BC rated fire extinguisher.
Reviewed By. Date: January 27, 1998
John K. ayde