HomeMy WebLinkAboutLETTER OF TRANSMITTALWIER _
Bigbee Steel Buildings, Inc.
SCANNED
BY
St. Lucie County LETTER OF TRANSMITTAL
2705 Avalon Avenue . P.O. Box 2314 • Muscle Shoals, Alabama 35662
PH:256.383.7322 FAX:256.381.9669 WATTS:800.633.3378
WEB: www.biabee.com EMAIL: email a).biabee.00m or sales(lbinbee.com
To:
Lucie County Planning & Development
2300 Virginia Avenue
Fort Pierce FL 34982
We are sending you:
❑ Shop Drawings
❑ Specifications
® Attached ❑ Under separate cover
DATE:
08-02-2019
I BSB JOB NUMBER:
14979
ATTENTION:
Andrew Manero
Phone Number.
251-490-9032
Project Name:
Dollar general
Project Location:
Port Saint Lucie, FL
Our Salesman:
Cole Bigbee
the following items:
® Prints ❑ Plans ❑ Samples
❑ Copy of Letter ❑ Change Order
Sets
Drawing Number
Description
3
CL1 — CL2
Building Sections
3
AB1 — A82
Anchor Bolt Plan & Reactions
3
DO
General Notes
3
DS1 — DS4
Design Summaries with Cover Page
3
Letter of Certification
Any questions regarding this project contact: John Parsley
J
UPS.- NEXT DAY �J £
THESE ARE TRANSMITTED as checked below:
❑ For Approval ❑ Approved as Submitted
® For your use ❑ Approved as Noted
® As requested ❑ Returned for Corrections
❑ For review and comment
❑ FOR BIDS DUE
REMARKS:
Copy To
❑ Resubmit
❑ Submit
❑ Return _
❑ PRINTS RETURNED AFTER
Signed
M E M B E R
---------------
MBMFi
MELN. BULLOMfi NANUFRCPRFRS nSSOCIAiIpN
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Florida (CME) k a
Jeromy Lawson
08/02/19 12:18 PM
61�9
STEEL BUILDINGS INC
P.O. Box 2314 Muscle Shoals, AL 35662 Phone (256) 383-7322 Fax: (256) 381-9669 E-Mail: info@bigbee.com
FULCRUM CONSTRUCTION July 30, 2019
',DAPHNE AL, .
Letter of Certification
Job No. 14979
70 ft. x 130 ft x 14 ft EHT 0.38 infft SS
DOLLAR GENERAL,- PORT SAINT LUCIE, FL
This is to certify that the metal building system components furnished by Bigbee Steel Buildings, Inc. are designed to comply with the
following design criteria.
Governing Building Code:
Roof Live Load:
Frame Live Load:
Metal Building Dead Load:
Collateral Load:
Risk Category:
Wind Design Criteria:
Ultimate Wind Speed (3-sec. Peak Gust), Vut:
Nominal Wind Speed (3-sec. Peak Gust), V.e:
Wind Exposure:
Internal Pressure Coeff, GC,,:
Enclosure Classification:
Florida Building Code, 6th Edition (IBC 2015)
20 psf
Reduced per Code
Bldg Mails
3 psf
158 mph
122 mph
C
t0.18
Enclosed
The building is designed in accordance with the latest applicable editions of AISC 360 Specification for Structural Steel Buildings, AISI S100
Standard North American Specification for the Design of Cold Formed Steel Structural Members, AWS D1.1 Structural Welding Code -Steel
and AWS D1.3 Structural Welding Code -Sheet Steel. '
This certification is limited to the design of the structural framing and cladding components manufactured in Bigbee Steel Buildings, Inc.
facility in Muscle Shoals, Alabama and structural component items manufactured by outside suppliers pursuant to Bigbee Steel Buildings,
Inc. QA program. This certification specifically excludes accessory items such as doors, windows, awnings, translucent panels, louvers and
ventilators, all assumed to be properly designed for the appropriate. loads. The building should be erected on a properly designed
foundation and in accordance with the metal building erection drawings prepared by Bigbee Steel Buildings, Inc. for this project The
undersigned is not the engineer of record for the overall project.
M E M B E R
IINBN R
WAL BUWNG MMUFACrURM ASSOMON
i
s nE
P.O. Box 2314
STEEL BUILDINGS, INC.
Muscle Shoals, AL 35662 Phone (256) 383-7322 Fax: (256) 381-9669 E-Mail: info@bigbee.com
FULCRUM CONSTRUCTION July 30, 2019
DAPHNEAL .. ..
Letter of Certification
Job No. 14979
_ 70ft. x130ftx14ftEHT0.38iNftSS
{� DOLLAR GENERAL,. PORT SAINT LUCIE. FL
This is to certify that the metal building system components fumished by Bigbee Steel Buildings, Inc. are designed to comply with the
following design criteria.
Governing Building Code:
Roof Live Load:
Frame Live Load:
Metal Building Dead Load:
Collateral Load:
Risk Category:
Wind Design Criteria:
Ultimate Wind Speed (3-sec. Peak Gust), V„,,:
Nominal Wind Speed (3-sec. Peak Gust), Vim:
Wind Exposure:
Internal Pressure Coeff, GCq:
Enclosure Classification:
Florida Building Code, 6th Edition (IBC 2015)
20 psf
Reduced per Code
Bldg Mad's
3 psf
158 mph
122 mph
C
10.18
Enclosed
The building is designed in accordance with the latest applicable editions of AISC 360 Specification for Structural Steel Buildings, AISI S100
Standard North American Specification for the Design of Cold Formed Steel Structural Members, AWS D1.1 Structural Welding Code -Steel
and AWS D1.3 Structural Welding Code -Sheet Steel.
This certification is limited to the design of the structural framing and cladding components manufactured in Bigbee Steel Buildings, Inc.
facility in Muscle Shoals, Alabama and structural component items manufactured by outside suppliers pursuant toBigbeeSteel Buildings,
Inc. CIA program. This certification specifically excludes accessory items such as doors, windows, awnings, translucent panels, louvers and
ventilators, all assumed to be properly designed for the appropriate loads. The building should be erected on a properly designed
foundation and in accordance with the metal building erection drawings prepared by Bigbee Steel Buildings, Inc. for this project The
undersigned is not the engineer of record for the overall pro
4
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1 STEEL BUILDINGS, INC.
Box 2314 Muscle Shoals, AL 35662 Phone (256) 383-7322 Fax: (256) 381-9669 E-Mail: info@bigbee.com
FULCRUM CONSTRUCTION _ _ July 30, 2019
IDAPHNEAL-
i�� J
Letter of Certification
Job No. 14979
70 ft x 130 ft x 14 ft EHT 0.38 intft SS _
DOLLAR GENERAL, PORT SAINT LUCIE,'FL
.This is to certify that the metal building system components fumished by Bigbee Steel Buildings, Inc. are designed to comply with the
following design criteria.
Governing Building Code:,
Roof Live Load:
Frame Live Load:
Metal Building Dead Load:
Collateral toad:
Risk Category:
Wind Design Criteria:
Ultimate Wind Speed (3-sec. Peak Gust), V,e:
Nominal Wind Speed (3-sec. Peak Gust), V, d.
Wind Exposure:
Internal Pressure Coeff, GCa:
Enclosure Classification:
Florida Building Code, 6th Edition (IBC 2015)
20 psf
Reduced per Code
Bldg Matl's
3 psf
158 mph
122 mph
C
t0.18
Enclosed
The building is designed in accordance with the latest applicable editions of AISC 360 Specification for Structural Steel Buildings, AISI 8100
Standard North American Specification for the Design of Cold Formed Steel Structural Members, AWS D1.1 Structural Welding Code -Steel
and AWS D1.3 Structural Welding Code -Sheet Steel.
This certficetion is limited to the design of the structural framing and cladding components manufactured in Bigbee Steel Buildings, Inc.
facility in Muscle Shoals, Alabama and structural component items manufactured by outside suppliers pursuant t0 Bigbee Steel Buildings,
Inc. Q4 program. This certification specifically exdudes accessory items such as doors, windows, awnings, translucent, panels, louvers and
ventilators, all assumed to be properly designed for the appropriate loads. The building should be erected on a properly designed
foundation and in accordance with the metal building erection drawings prepared by Bigbee Steel Buildings, Inc. for this project The
undersigned is not the engineer of record for the overall project.
..a�'!!'!'►a.. M E M B E R
Bigbee Steel Buildings, Inc.
N.; r
_`�404D CENSF,
UP Noo 680511
STATE OF
ACCREDITED'
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MnI B n�
METAL BNIIDWG
WWACNRERS ASS00KRON
Architecture, Planning _ - P.O. Box 529 Telephone 251.947.3864
Interiors, Construction Administration Robertsdale, Alabama 36567 Fax 251.947.3138
ADAMS STEWART
ARCHITECTS, LLC
LETTER OF TRANSMITTAL
SCANNED
BY
St. Lucie Countv
WE ARE SENDING YOU: ❑ Attached ❑ Under separate cover via _ the following items:
❑ Shop drawings S Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order
SConsent of Architect
Copies
Date
No.
Description '
3
Full Set of Drawings for Permit Review
1
CD — Electronic PDF, Vegetation Removal, etc. 300+ pages
THESE ARE TRANSMITTED as checked below:
S For approval ❑ Approved as submitted ❑ Resubmit _ copies for approval
❑ For your use ❑ Returned for corrections ❑ Submit_ copies for distribution
❑ As requested ❑ Forbids due ❑ Return _ corrected prints
Remarks:
Please find the enclosed consent letter for your use.
Respectfully,
F. Stewart
FROM: Todd F. Stewart COPY TO:
If the enclosures are not as noted above, please notify sender immediately
❑ Approved as noted
❑ For review and comment
❑ Prints returned after loan to us
THE INFORMATION CONTAINED IN THE ENCLOSURES IS PROPRIETARYAND INTENDED ONLYFOR THE PROFESSIONAL AND CONFIDENTIAL
USE OF THE RECIPIENT DESIGNATED ABOVE. If the reader of this message is not the intended recipient or a duly authorized agent responsible for
delivering It to the intended recipient, you are hereby notified that this document has been received In error. Furthermore, any review, dissentlnatiort,
distribution or copying of this message is strictly prohibited, except as authorized by the sender to the intended reciplent
Architecture, Planning -
Interiors, Construction Administration
P.O. Box 529 Telephone 251.947.3864
Robertsdale,Alabama 36567 Fax 251.947.3138
ADAMS STEWART
ARCHITECTS, LLC
LETTER OF TRANSMITTAL
Andrew Manero
St Lucie County Planning and Development Services
2300 Virginia Avenue
Ft. Pierce FL 34982
WE ARE SENDING YOU: []Attached ❑ Under separate cover via — the following items:
❑ Shop drawings ® Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order
®Consent of Architect
Copies
Date
No.
Description
3
Building Letters (Insulation, Plumbing and Electrical Items).
THESE ARE TRANSMITTED as checked below
® For approval ❑ Approved as submitted ❑ Resubmit _ copies for approval ❑ Approved as noted
❑ For your use ❑ Returned for corrections ❑ Submit _ copies for distribution ❑ For review and comment
❑ As requested ❑ For bids due ❑ Return _ corrected prints ❑ Prints returned after loan to us
Remarks:
Please find the enclosed letters for your use.
Respectfully,
Todd F. Stewart
FROM: Todd F. Stewart COPY TO:
It the enclosures are not as noted above, please notify senderimmediately
THE INFORMATION CONTAINED IN THE ENCLOSURES IS PROPRIETARYAND INTENDED ONLY FOR THE PROFESSIONAL AND CONFIDENTIAL
USE OF THE RECIPIENT DESIGNATED ABOVE. Ifthe reader of this message is not the intended recipient or a duly authorized agent responsible for
delivering it to the intended rocipient, you are herebynotified that this document has been received In error. Furthermore, any review, dissemination,
distribution or copying of this message Is strictlyprohibited, except as authorized by the sender to the intended recipient.
Architecture, Planning -'-
Interiors, Construction Administration
P.O. Box 529
Robertsdale, Alabama 36567
Telephone 251.947.3864
Fax 251.947.3138
ADAMS STEWART
ARCHITECTS;LLC
October 14, 2019
Lucie County Building Department
c/o Building Official
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Re: Dollar General, Building Insulation
7180 US Highway 1
Port Sf Lucie, Florida 34952
PERMIT # SLC 1906-0472
To whom it may concern,
have reviewed this project for code compliance in regard to the required R-Values and
insulation requirements. My findings are as follows:
Code Requirements for this project: 2017 Florida Building Code, Energy
Conservation, Sixth Edition Table (C402.1.3), St Lucie County, Climate Zone 2A
As Required
Roof Requirements R19+R11 LS Total R30
Wall Requirements R13+R6.5 CI Total R19.5
As Installed
Roof (1) Layer of R-21 and (1) Layer of R13 Liner System Total R34
Walls (1) Layer of R13 and (1) of R7 Cl Layer Total R20
The insulation as installed meets or exceeds the minimum requirements for this
project.
Should you have any questions, please feel free to call.
Respectfully Submitted,
V v4 • v V V',
Todd F. Stewart I I
Florida Architect #AR92549
dl
G.W. Stewart, Inc.
. Stewart Engineering & Construction
October 11, 2019
Adams Stewart Architecture
P.O. Box 529
22615 Hwy 59 North .
Robertsdale, AL 36567
Re: Dollar General Port St. Lucie Underground Electrical Service
Dear Mr. Todd Stewart:
40680 State Hwy 59
Bay Minette, Alabama 36507
Office 251 937 6313
Fax 251 937 1782
The purpose of this document is to approve the underground electrical service consisting of (2) parallel .
runs of 250KCMIL AL in 3" conduit.
If you should have any questions or concerns with regards to this document, please do,not hesitate to
contact me at your convenience.
Sincerely,
Glen Wade Stewart, P.E.
President