HomeMy WebLinkAboutSUBMITTED PAPERSP.O. BOX 3030
FT. PIERCE FL. 34948-3030
2400 RHODE ISLAND AVE.
FT. PIERCE FL. 34950
ST. LUCIE COUNTY FIRE DISTRICT
BUREAU OF FIRE PREVENTION
SCANNED
BY
St. Lucie County
PLAN REVIEW
JURISDICTION: St. Lucie County
OCCUPANCY: Hanger 14N & 15N.
ADDRESS: 3131 Jet Center Terrace
CONTRACTOR: Smyth Builders
ARCHITECT/ENGINEER: Mosby & Assoc.
BUILDING OWNER: SLC Air Port Authority '
OCCUPANCY TYPE: Storage
GROSS SQ FT: 1620 each
OCCUPANT LOAD:
CONSTRUCTION TYPE:( NFPA-220) Type: II- (000)
TELEPHONE (561)-462-2312
FAX NO. (561)-462-2323
F.P.B. 6710
BUILDING DEPT. 9710-0803
NO. OF STORIES: One
PHONE NO: (561)-489-0168
PHONE NO:
REVIEW DATE: 11-10-97
AUTOMATIC SP'KLRS: No.
NET SQ FT:
BASED ON
SBCCI: Type: IV - Unprotected
New Construction: X
Automatic spklr: _
Contractor:
Tenant Improvement:
Fire Alarm:
Contractor:
Shell Only:
Fixed Fire suppression:
Contractor:
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. Standard Building Code Chapter 411.7.4: Floors shall be graded and drained to
prevent water and gasoline from remaining on the floor. Floor drains shall discharge
through oil separator to the sewer or to an, outside vented ramp.
2. Provide a 3A-40BC rated fire extinguisher.
Reviewed 4 Date: /l—/,0 '7
John K. Hayd n
.r
710eggoz? �Q�OSBY
r
November 21, 1997
To Whom It May Concern:
Subject: Air Charter of Florida, Inc.
St. Lucie County, Florida
Engineers Project No.: 94-476
AND ASSOCIATES, INC.
00� opn.07�
2455 14th Avenue
Post Office Box 6368
Vero Beach, Florida 32961-6368
Telephone: 561-569-0035 • Facsimile: 561-778-3617
The subject building is an airplane hanger constructed of steel and concrete. Due to the nature of
this construction a termite inspection is not required for this structure.
Because of negative environmental impact to the projects use we did not design a drain in the hanger
floor.
to the above subject, please call.
cc: Mr. J.M. Vanovost 1
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LUDWIG BUILDINGS, INC.
LUDWIG 521 TIMESAVER AVENUE • FAX (504) 733-7458 • PHONE (604) 733 SM
BUILDINGS, INC. LMUNGADORESS: P.O. BOX23134 • HARAHAN, LOUISIANA 70183
SCANNED
BY
St. Lucie County
October 9, 1997
LUDWIG FILE NO. 97-1045-RF
Air Charters of Florida
3915 St. Lucie Blvd.
Ft. Pierce, FL 34946
Attn: Mr. Hans Von Ovost
Subject: (2) 45' x 36' x 18' Hangar Buildings
+ Ft. Pierce, Florida
Gentlemen:
This is to certify that the above referenced metal buildings
furnished by Ludwig Buildings, Inc. are designed in accordance with
RISC and AISI specifications as well as MBMA Design Practices to
meet the following loading requirements and combinations:
1. 20 psf vertical roof live load (12 psf on rigid
frames) + vertical dead load.
2. 27 psf horizontal wind load (110 mph wind speed) +
vertical dead load.
These loading requirements meet or exceed the standard Building
Code, 1994 Edition.
These Ludwig buildings, when properly erected on adequate
foundations and using the components as furnished, will meet above
loading requirements in accordance with good engineering practice.
Very Truly yours,
LUDWIG BUILDINGS, INC.
Chi haanan,' PP E'
Vice President - Engineering
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407.40.7553
DESIGN CERTIFICATION FOR YIRND LOAD COMPLIANCE
Thn c4ftyw l w is to he aorr~ bytm 17fp1 doipn 9MftI%d at anp mWf- M M CsrWtmfim marl be subIWbeO WO ■I.
uuumm ° "h i i rp bu" Iro agw anlnarwlosntW ( rot+ulrid radi®e� woY eaawta►r
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1 CERTIFY THAT, TO THE BEST OF rfll MOM[Mr AND AEUEF, 'I HESE PLANS AND SPECIFICATIONS
HAVE SEEN DESIGNED TO COMPLY WITH THE APPUCMLE STRUCnM& PORTION OF BUILDING
BUILDING CODES
CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIg COUNTY, t ALSO CERTIFY THAT STRUCTURAL
ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE NtEMANCE TO THE WIND LOADS AND
FORCES SPECIFIED BY CURRENT CODE PROVISIONS.
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AS WITNESSED I3Y MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION
CER'nFICATION IS TRUE AND CORRECT, TO THE SEST OF PAY KNOVAMUErrAND
CERTIFICATION
D't1tON FIRMI ` i ATE;
N NO. emp IwA01
LL • DL DL
DESIGN LOADS PER 1991 STANDARD BUILDING CODE N
LIVE LOAD = 20 PSF ( REDUCIBLE) m <3 w <D t�L --
" > - WIND LOAD = z% PSF ( //O MPH WIND SPEED _
_ ��K----------- 2.Di�'—a-. --¢•B� - ---------- /� K- -- > <o � o LL1
VERTICAL LL + DL K
o �]
HORIZONTAL WL + DL = 9 K z �m Z6- z
LL • DL WL � DL VERTICAL WL + DL = 7-6 K UPLIFT m a;K Y O 2
FRAME REACTIONS AT COLUMN LINES : e2~3" MAXIMUM ENDWALL COLUMN REACTIONS AT COLUMN LINES H r o
1'-9 1/2" Q
r
1 _1/2" 8" 1'-0" 3 3 1/2" 3 1/2" o
2` 4" 1 1/Z+ 1/2" DIA. ANCHOR BOLTS LL
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1• ` ��~ I m
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~ I 1 :12-L SUGGESTED SLOPE < �--
f I _
12- I DOOR OPENING n I 2" - = W
SECTION AT ISOMETRIC VIEW AT DOOR OPENING + 4` to V
OVERHEAD DOOR OVERHEAD DOOR OL Z
FRAMED OPENING DETAIL FOR OVERHEAD DOORS Q
NOTES: c W
CAST W b 1 I
1) VERIFY LENGTH AND WIDTH DIMENSIONS AND DOOR OPENINGS.
—.{ 1 1/2' PLACE 6A E H
2) ALL REACTIONS ARE GIVEN IN KIPS ( 1000 LBS.�� I °
1� i1 = ,. BOLT
3) ALL ANCHOR BOLTS SHALL PROJECT FROM THE SAME ANCHOR BOLT DETAIL
,...
ELEVATION UNLESS NOTED. w e _ e • �• •: �PROJ. ANCHOR BOLT SCHEDULE W to
no
.• , • : <' . • :: • ( A-307) Cut threads or equtvdent ro0ed threads F� F--• n o $
4) ALL WALK DOORS TO BE FIELD LOCATED. - '• ' ' DIA. LENGTH ° b c PROJ
SYMBO OTY. } mr�n
5) CONSULT A LOCAL FOUNDATION ENGINEER FOR LOCAL SOIL IN. IN. IN. IN. IN. IN. r > �o�-
+ 1/2` 8" 6" 2" 11/2` 2" i5'
CONDITIONS AND FOUNDATION DESIGN. A U' wmo
} /8 3/4` 17` 14` 3" 3" 2" z r- �—
6) ,LUDWIG BUILDING SYSTEMS. INC.` ASSUMES NO RESPONSIBILITY 1" 24` 21` 3` 3` 2" 0 iva=
� :OR.:LIABILITY FOR FOUNDATION. FLOOR OR SLAB DESIGN OR SHEETING NOTCH J ' xo
ANCHOR BOLTS FURNISHED BY YES El.
CONSTRUCTION. ti LUDWIG BUILDING SYSTEMS ? Np m
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INCE 1823
trLu I 7G
BUILDING SYSTEMS
521 TIMESAVER AVE.
P. 0. BOX 23134
HARAHAN. LA. 70183
PH. ( 504 ) 733-6260
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CUSTOMER DRAW Y: DATE:
AIR CHARTERS of FLA, 10�20-9i
CK'D. BY: DATE:
ANCHOR BOLT° lo--2o-4'
PLAN 97-1o45-RF
°W°' NO.
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