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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 o Ln Lo 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 �„1m,1. � � HAEL * M E M B E R Bigbee Steel Buildings, Inc. ;;,%0i p i U; No 68051 . �� NBNR Ika ft%=m urru sunnnuc uuauFunmrns nswcwnori y9 STATE OF pS r 6! 7%l�Zti Imo- �I■l�l� 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' M S M R 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