Sanford Airport Authority Bldg 409 20438 Plans Addition CodiscoSTRAN BUILDING COMPANY -
1513 REDDING DRIVE
LAGRANGE, GEORGIA 30240
LETTER OF CERTIFICATION
TO WHOM IT MAY CONCERN: DATE: 8/ 13/84
This is to certify that the STRAN basic components as indicated on STRAN erection
drawings incorporated in the building described below have been designed for the loads
specified in accordance with good engineering practice utilizing the following recognized
standards where appropriate: M.B.M.A., A.I.S.C., A.I.S.I., A.W.S. Additions and deletions of
individual parts as well as the non-standard use of standard components or parts are not
covered by this certification and is the responsibility of the local builder. (Any exceptions
are noted below.)
BUILDER'S NAME:
BUILDER'S ADDRESS:
BUILDER'S CUSTOMER:
BUILDERS CUSTOMER'S ADDRESS:
TO BE ERECTED AT:
DESCRIPTION OF BUILDING:
DEAD LOAD:
LIVE LOAD TO ROOF:
LIVE LOAD TO FRAME:
WIND LOAD:
OTHER LOADS:
LOAD COMBINATIONS:
STRAN JOB OR QUOTE NUMBER:
Mark Metal Structures, Inc.
Longwood, FL
Sanford Airport
Sanford, FL
Sanford, FL
LP. 60' wide x 65' long x 20' high
2 bays at 20', 1 bay at 25'
3 psf approx,
20 psf
20 psf
25 psf
None
DL + LL, DL + WL
A4-36838-AX
STRAN BUILDING CO, MANUFACTURER
NAME AND TITLE
NOTES: G, D. trayfieAp. E,
This building is designed in accordance with MBMA "Recommended Design Practices"
Manual - 1974 Edition.
STRAN certifies the design, The Builder is responsible for erection,
STRAN BUILDING COMPANY
1513 REDDING DRIVE
LAGRANGEt GEORGIA 30240
LETTER OF CERTIFICATION
TO WHOM IT MAY CONCERN: DATE: 8/13/84
This is to certify that the STRAN basic components as indicated on STRAN erection
drawings incorporated in the building described below have been designed for the loads
specified in accordance with good engineering practice utilizing the following recognized
standards where appropriate: M.B.M.A., A.I.S.C., A.I.S.I., A.W.S. Additions and deletions of
individual parts as well as the non-standard use of standard components or parts are not
covered by this certification and is the responsibility of the local builder. (Any exceptions
are noted below.]
BUILDER'S NAME: Mark Metal Structures, Inc,
BUILDER'S ADDRESS: Longwood, FL
BUILDER'S CUSTOMER: Sanford Airport
BUILDERS CUSTOMER'S ADDRESS: Sanford, FL
TO BE ERECTED AT: Sanford, FL
DESCRIPTION OF BUILDING: LP 60' wide x 65' long x 20' high
2 bays at 20', 1 bay at 25'
DEAD LOAD: 3 psf approx.
LIVE LOAD TO ROOF: 20 psf
LIVE LOAD TO FRAME: 20 psf
WIND LOAD: 25 psf
OTHER LOADS: None
LOAD COMBINATIONS: DL + LL, DL + WL
STRAN JOB OR QUOTE NUMBER: A4-36838-AX
STRAN BUILDING CO. MANUFACTURER
NAME AND TIT E
NOTES: G. D. Bra Id, P. E.
This building is designed in accordance with MBMA "Recommended Design Practices"
Manual - 1374 Edition.
STRAN certifies the design. The Builder is responsible for erection.
COVER SHEET - BLDG. N0. 409A
METAL MANUFACTURING CO.
SANFORD AIRPORT
SANFORD, FLORIDA
PAGE 1. Codisco Commitment Letter Dated June 8, 1984
PAGE 2. "STRAN" Tech Page 3T109 Anchor Bolts Setting
PAGE 3. "STRAN" Tech Page 3T102 Cross Section
PAGE 4. "STRAN" Tech Page 3T199 Roof Framing
PAGE 5. "STRAN" Tech Page 3T329 Endwall Framing
PAGE 6. Drawing 768-5 Site Plan
PAGE 7. Drawing 0768-1 Footings, Foundations, Slabs
PAGE 8. Drawing 0768-2 Floor Plan -Elevations -Details --Unloading Area
CONSTRUCTION BY: MARK METAL STRUCTURES, INC.
1969 Corporate Square Drive
Longwood, Florida 32750
RECE!"r-E) JUN 1 1 198
l Alm
SANFORD AIRPORT, BUILDING 297, SANFORD, FLORIDA 32771
PHONE (305) 323-8500
June 8, 1984
City of Sanford
City Building Department
City Hall
Sanford, F1. 32771
Re: Proposed Addition to Bldg. #409
Sanford Airport
Dear Sir:
We are now in contract to construct and move our warehousing
operation to a new location. (Building #437). When that move
is completed, Bldg. #9B, which is presently warehousing, will
become non-combustable storage, or manufacturing. If Bldg. OB
should become manufacturing, we will install a fire sprinkler,
to conform with the rest of our manufacturing facilities.
The addition proposed to the north end of Bldg. #409 is
designated as non-combustable storage. (Equipment and machineryforre -sale.)
Sin ely,
Donald C. Bauerle, Jr.
President
DCB/blw
CC: Don Olesen, Mark Metal Structures
Lt. Ron Neel, Sanford Fire Dept.
Gary Winn, Sanford Building Official "
J. S. Cleveland, Dir., Sanford Airport Authority
RECESS
f.
MY LENGTH
B& LENGTH TOTAI + 7". aLrT To 00
R5!-0* RAY L0-
O' 2V 4i
TYPICAL
2 ANCHOR BOLT —P GROUP
WITH REINF. RODS SEE
CHART FOR SIZE AND
OL11,NTITY AND
CORNER COL ANCHORAGE
2 -3/4 ' f ANCHOR BOLTS (
HW-9150) BEAFtM
fFiAmr AT ENDWALL 2
BASE- CLIPS FOR 'C'SECTION COL& CASTAN-
PLACE BASE I
ONE
HAIRPIN REINF. ROD - REQUIRED
FOR EACH PAIR OF
ANCHOR BOLTS FOR INTER%
CD6CE FRAMES SEE
CHART FOR WE I
J
it;
I I I IV CAST-
N-PLACJE OUT OF CONCRETE BASE
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A/C OFF NAILS AiG•OR ELT PROJECTION W-
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5 12. B, 54 0 1 1 2 FONOT
RMBoARM 34- f 2 78W
0 & 11 VY3 • u REFFORCING
ROM
WHEN REO'D. S;
eE CHART) TYPICAL
CONCRETE FORMING DETAIL TYPICAL
AT WALLS REQUIRING THE WALL PANEL RECESS-
SEE TIC ACCESSORY SECTION FOR CONCRETE TREATMENT
FOR VARIOUS ACCESSORIES . 112*
2d-
O* 25'-0* SAY 10'
2TYPICAL
4 ANCHOR BOLT GROUP
WITH REINF. RODS SEE
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A FUTURE EXPANSION FROM W A
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TO INCLUDE r4G3D FRAME
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TO BE USED AT ITIME
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DIFFERE 17 'FRAMES MAY
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1
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PANEL SIDE TRIM
O
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EAVE HT. 15 W.L. 204 W.L. 25 W,L•
q, 12;16, 17074 i<-170-14 2-17074
14; 20 Z-17074 2-17075 i-17075
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CLIP A-17056 USE
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t)6' t-17079 t-17079 E-17079
12;14'.2d z_17079 t-17000 F-17060
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CORNER FLASHING
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FOR SA PANELS
PANEL SIDETRIM
FORSA PANELS 140.
DESCRIPTION DESCRIPTION 10'
12 FL-1111 X 10'- 1 4 FL-IIIS X 10'-1 12'
12 1 FL-1112 X 12' -1 4 FL- 1116 X 12'- 1 14'
2 FL-1113X 14'-1 4 FL-1117X 14'-1 16'
2 FL -1110 X 6'-1 4 FL -1114 X 6'-1 2
FL.-1111 X Id -I 4 FL-1115 X 10'-1 20'
4 FL-IIII X KY -I 8 FL-1115 X 10-I 24'
4 FL- 11f2 X 1 -I g FL 1116 X 12--1 EN11WALL
COLUMN 301UMILI COLUMNR
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TYPE U5A(4 RrARINn FRAUF OAFTrO IICAr_r LIVE LOAD
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21 i 2H 2Q 'l1 2U 2d It It
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1. QUANTITIES
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N, S- FOR 10 ROOF SYSTEM 4. INDWALL
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