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HomeMy Public PortalAboutMEDDIN DR_37-MARINE SCIENCE CENTER.pdfCITY OF TYBEE ISLAND BUILDING PERMIT ADDED TO VALUE DATE ISSUED: 04/12/2019 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # PROJECT VALUATION ADDED TO VALUE $3,508,872.00 NEW COMMERCIAL BUILDING 37 MEDDIN DRIVE MARINE SCIENCE CENTER -NEW 37 MEDDIN DRIVE TYBEE ISLAND GA 31328 MARINE SCIENCE CENTER -NEW 37 MEDDIN DRIVE TYBEE ISLAND GA 31328 P $ 0.00 $4,008,872.00 PERMIT #: 190019 TOTAL BALANCE DUE: $ 0.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-9539 www.cityoftybee.org /6f-cKJ1 City of Tybee island, Georgia 912-472-5030 • Fax 912-786-9539 APPLICATION FOR BUILDING PERMIT Property Address: Lot 2367 Fort Screven Ward Tybee Island, GA 31328 PIN: 4-0001-13-008 Name Mailing Address Telephone Owner City of Tybee Island, Georgia PO Box 2749 Tybee Island, GA 31328 Home: Cell: Architect or Engineer Kern & Co., LLC Thomas D. Olson, AIA PO Box 15179 Savannah, GA 31416 Office: (912) 354-8400 Cell: (912) 547-8505 t Contractor West Construction Co. PO Box 61388 Savannah, GA 31420 1 Offi • e: 912-712-4484 Ce 912-547-6376 El Single Family ❑ Duplex ❑ Multi -Family units • * Commercial unit(s) Check all that apply El Discovery/Tearout El Footprint Changes ❑ additional square feet heated/cooled ❑ Demolition or Relocation ❑ Oth 5; 3,6040 svic+ * A commercial project requires 2 sets of sealed drawings by a design professional and construction by a contractor with the appropriate State of Georgia professional license. A commercial project may equine Site Plan Approval. Details of Project: Foundation only for a new -construction 5K SF pedestal slab struct re with related concrete and civil construction. s - 3 7 fl1e ►-� MA v1 vt,z �ence Cev\--(-er Estimated Cost of Construction: $ 500,000 Eleva-�� (materials + labor + profit/overhead) ( G C If applicable, attach a copy of the certified elevation certificate and/or survey of the property. Depending upon the scope of the work, two sets of construction drawings and/or a site plan may be required. Year Built: N/A Listed on National Historic Register or located within a National Historic District? Y / N • Buildings older than 50 years may be eligible to be listed on the State /National Register. With this designation, you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. • Also see the Tybee Island Land Development Code Article 14: Historic Preservation 177 During construction: On -site restroom facilities will be provided through Ernie's Enterprises . Construction debris will be disposed by Atlantic Waste by means of Roll -off dumpster I understand that I must comply with zoning, flood damage control, building, fire, shore protection and wetland ordinances, FEMA regulations and all applicable codes and regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Mana• - ent. I accept responsibility for any corrective actions that may be necessary to restore drainage im,aired by this per Date: 10/31/2018 Signatu Printed Name of Applicant: Thomas D. Olson, AIA Kern & Co., LLC Note: A permit normally takes 7 t� 10 days to process. Processing time for a historic structure may be longer. Approvals: Planning & Zoning Manager Building Official Water/Sewer Storm/Drainage City Manager 1, ire r — = /o2'ZDate /o -24/g 12 21 - /r Permit Inspections Cap. Cost Water Tap Sewer Stub Eng.. Fees 5 Aid to Const. 3td,o .OD Rec. FEES 00 DO.QO o0'O OO.Oc to -70.0d 550.00 TOTAL !161110,63 PLAN REVIEW / INSPECTION REQUEST Permit # Date Requested Owner's Name Cam -1"i j F M�G4r t(-7 [(et Date Needed General Contractor Subcontractor Street Address CAN D1YI _ Type Lot # Block Subdivision T`1EE- As Per Inspector Request (If any) Taken By Special Instructions T�(' �. IMl tt4E. C 1EQ.__ l Did inspection pass or needs Inspection Results corrections If corrections are needed, give reason(s) below: t76404 it Reinspection Required? Yes No Reinspection Fee? Yes No Inspector • Time of inspection -' Vehicl Mileage * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * For Office Use Only: Home Owner Certificate FEMA Certification Rough In: Electrical Mechanical Plumbing Framing Insulation 4HyT/ KER LA.11, RAT OR V WHITA K R LABORATORY, INC. P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakerlab.net www.whitakerlab.net Report No: 05/17/19-150 3 U: Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA REINFORCEMENT INSPECTION Date: 05/08/19 Inspected By: Bill Field Area(s) Inspected: Elevated Slab (See the note below) REMARKS: During today's inspection, the steel reinforcement and formwork within this area were observed to have been installed in general accordance with Section 1705.3 of the Schedule of Special Inspections and the plan details. This includes: o Inspection of reinforcing steel installation o Inspection of formwork for shape, lines, location and dimensions We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. 4-0-4eA F ckAA.+0 Joseph F_ Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. ICER O RA 1014 V !WHITAKER KER LABORATORY, INC. P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakerlab.net www.whitakerlab.net Report No.: 05/17/19-151 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA POST -TENSION CABLE INSPECTION Date: 05/16/19 Inspected By: David Wood Area(s) Inspected: Elevated Slab (See the note below) REMARKS: During this inspection, the post -tension cables within this area were found to have been tensioned in general accordance with the provided elongation data and Section 1705.3 of the Schedule of Special Inspections. This includes: o Inspection of prestressing installation o Application of prestressing force o Verification of in -situ concrete strength prior to stressing of tendons in post tensioned concrete and prior to removal of shores and forms from beams and structural slabs. However, cable 49A broke during tenstioning. Please furnish this information to the design engineer/architect for any appropriate comments or necessary corrective measures they may require. We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. 4tP-A47A Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. Page 1 of 4 Page: 2 of 4 Report No.: 04/01/19-163 Client: The CommonWealth Companies Project: The Preserve at Chatham Parkway Savannah, GA POST TENSION CABLE ELONGATIONS Cable Number Elongation Required, Inches Minimum Elongation, Inches Maximum Elongation, Inches Measured Elongation, Inches IA 65/8 63/16 71/16 6% 1B 65/8 63/16 71/16 6%2 2A 6 3/4 6 % 7'/4 6'/2 2B 6 3% 6 1/4 7 '/4 6 '/2 2C 6 3/4 6 '/4 7 '/4 6 '/2 3A 6 5/8 6 3/16 7'/16 6 '/2 3B 6 5/8 6 3/16 7'/16 6'h 4A 5 % 5'/16 6 5/16 5'/8 4B 5 '/8 5 716 6 5/16 5 % 4C 5'/8 5'/16 6 5/16 5 % 5A 3 1/4 3 3 'h 3 1/8 5B 3 '/4 3 3 '/2 3 '/8 5C 3 1/4 3 3 1/2 3 5D 3 1/4 3 3 '/2 3 1/16 5E 3 '/4 3 3 1/2 3 6A 5 3 5 5 3/4 5 '/4 6B 5 3/8 5 5 3/4 5 1/4 6C 5 3/8 5 5 3/4 5 '/4 7A 12 11 3/16 12 13/16 11 15/16 7B 12 11 3/16 12 13/16 1 1 15/16 7C 12 11 3/16 12 13/16 1 1 15/16 7D 12 11 3/16 12 13/16 12 7E 12 11 3/16 12 13/16 12 8A 12 1 1 3/16 12 13/16 12 8B 12 11 3/16 12 13/16 12 1A 8C 12 11 3/16 12 13/16 11 15/16 8D 12 1 1 3/16 12 13/16 12 8E 12 11 3/16 12 13/16 12 9A 61/8 5 11/16 6 9/16 61 9B 61/8 5 11/16 6 9/16 61 9C 61/8 5 "/16 6 9/16 6 10A 3'/4 3 3'/2 3 10B 3 1/4 3 3 '/2 3 1OC 31/4 3 3'/2 3'/16 1OD 3 1/4 3 3 '/2 3 10E 3'/4 3 3'/2 31/16 11A 3 '/4 3 3 '/2 3 1/4 11B 3 1/4 3 3 '/2 3 'A 12A 2 % 2 7/16 2 13/16 2 '/2 12B 2 % 2 7/16 2 13/16 2' /2 Page: 3 of 4 Report No.: 04/01/19-163 Client: The CommonWealth Companies Project: The Preserve at Chatham Parkway Savannah, GA Cable Number Elongation Required, Inches Minimum Elongation, Inches Maximum Elongation, Inches Measured Elongation, Inches 13A 2 % 2 7/16 2'3/16 2 y2 13B 2S 27/16 213/16 25 14A 3 A 3 3 y2 3 '/8 14B 3 '/4 3 3 y2 3 '/4 15A 3 y 3 3 ''/ 3 ''A 15B 3 '/4 3 3 '/2 3 1/4 16A 3 '/4 3 3 'h 3 '/4 16B 3y4 3 3% 31/4 17A 3 1/4 3 3 '/2 3 1/4 17B 3 1/4 3 3 y2 3 ' 18A 3'/4 3 3'/z 3'/4 18B 3y4 3 3% 31/4 19A 3 1/4 3 3 1/2 3 '/4 19B 3 '/4 3 3 y2 3 1/16 20A 3'/4 3 3 % 3'/ 20B 3'A 3 3 y2 3 21A 3'/4 3 3'/2 3 14 21B 3 1/4 3 3 y2 3' 22A 3 '/4 3 3 y2 3 22B 3'/4 3 3' 3 23A 3 '/4 3 3 % 3 1/4 23B 3 1/4 3 3 % 3 1/a 24A 3 1/4 3 3 % 3 1/16 24B 3 14 3 3 1% 3 '/16 25A 3 '/4 3 3 y2 3 1/16 25B 3 1/4 3 3 '/2 3 1/16 26A 31/4 3 3% 3 26B 31/4 3 3y2 3 27A 314 3 3% 3'/4 27B 3 1A 3 3 % 3'/16 28A 3 '/4 3 3 % 3 1/16 28B 3 1/4 3 3 1/2 3 1/16 29A 3 y4 3 3 1/2 3 y4 29B 3 1/4 3 3 y2 3 1/16 30A 31/4 3 3% 3 30B 3 1/4 3 3 % 3 1/16 31A 3 1/4 3 3 % 3 31B 3 % 3 3 '/2 3 32A 3 1/4 3 3 '/2 3 32B 3 1/4 3 3 '/2 3 33A 3 '/4 3 3 y2 3 33B 3 1/4 3 3 '/ 3 34A 3 1/4 3 3 '/2 3 Page: 4 of 4 Report No.: 04/01/19-163 Client: The CommonWealth Companies Project: The Preserve at Chatham Parkway Savannah, GA Cable Number Elongation Required, Inches Minimum Elongation, Inches Maximum Elongation, Inches Measured Elongation, Inches 34B 3 1/4 3 3 1/2 3 1/16 35A 3 1/4 3 3 '/2 3 1/16 35B 3 1/4 3 3 '/2 3 1/8 36A 2 1 % 2 1/4 1 15/16 36B 2 1 ' 2 1/4 1 15/16 37A 1 ' 1 3/4 2 1 3/4 37B 1' 13/4 2 1' 38A 1' 13/4 2 1' 38B 1' 13/4 2 1' 39A 1' 13/4 2 1' 39B 1' 1 3/4 2 1' 40 1 % 1 3/4 2 1 3/4 41 1 % 1 3/4 2 1 3/4 42A 1 ' 1 3/4 2 1 '/s 42B 1 % 1 3/4 2 1 3/4 43A 1 % 1 3/4 2 1 3/4 43B 1 ' 1 3/4 2 1 3/4 44A 3 '/4 3 3 '/2 Broke 44B 3 '/4 3 3 1/2 3 45A 3 '/4 3 3 1/2 3 1/4 45B 3 '/4 3 3 1/2 3 46A 3 '/4 3 3 1/2 3 46B 3 'A 3 3 1/2 3 47A 3 1/4 3 3 '/2 3 47B 3 '/4 3 3 '/2 3 48A 3 1/4 3 3 1A 3 1/ 48B 3 1/4 3 3 '/2 3 49A 3 1/4 3 3 1/2 3 49B 3 %4 3 3 %2 3 1/16 50A 3'/4 3 3 %2 3 50B 3 1/4 3 3 'h 3 51A 3 1/4 3 3 %2 3 51B 3 1/4 3 3 %2 3 52A 3 1/4 3 3 Y 3 52B 3 '/4 3 3 1/2 3 53A 3 'A 3 3 1/2 3 53B 3 1/4 3 3 1/2 3 54A 3 1/4 3 3 1/2 3 54B 3 '/4 3 3 1/2 3 55A 3 '/4 3 3 'h 3 55B 3 1/4 3 3 1/2 3 56A 3 1/4 3 3 1/2 3 56B 3 1/4 3 3 %2 3 WHITAKER R LIBORATORY, INC P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakerlab.net www.whitakerlab.net Report No.: 06/05/19-152 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA POST -TENSION CABLE INSPECTION — (REINSPECTION) Date: 05/30/19 Inspected By: Bill Field Area(s) Inspected: Elevated Slab (See the note below) REMARKS: During this inspection, the post -tension cable within this area were found to have been tensioned in general accordance with the provided elongation data and Section 1705.3 of the Schedule of Special Inspections. This includes: o Inspection of prestressing installation o Application of prestressing force o Verification of in -situ concrete strength prior to stressing of tendons in post tensioned concrete and prior to removal of shores and forms from beams and structural slabs. Please furnish this information to the design engineer/architect for any appropriate comments or necessary corrective measures they may require. We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. tp-velk f-7 Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG Si GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. Page 1 of 2 Page: 2 of 2 Report No.: 06/05/19-152 Client: The CommonWealth Companies Project: The Preserve at Chatham Parkway Savannah, GA POST TENSION CABLE ELONGATIONS Cable Number Elongation Required, Inches Minimum Elongation, Inches Maximum Elongation, Inches Measured Elongation, Inches 44A 3 'A 3 3 '/2 3 City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 Permit No. Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass © Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee KEW MI 11 MEM INTERNATIONAL CODE COUNCIL MEMBER Date Requested Date Needed Subcontractor Inspection Pass ® Fail ® Fee Inspection Pass ❑ Fail ❑ Fee WHITAKER LABORA TORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Compression Test Report 3 7 Savannah. Georgia 31405 Email: info@whitakerlab.net ak\ Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample East End of Slab Location: ❑ Building ❑ Floor ❑ Pavement ❑ Wall • Slab ❑ Sidewalk Report Number: 1776 Report Date: June 06, 2019 City -County: Tybee Island/Chatham Job No.: ❑ Footing E Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 5/9/2019 Set No: 1 of 3 Sampled By: Kyle Lott Time Sampled: 5:40 AM Placing Method: Pump Truck No. Specimens Made: 5 Specimen Type: • Concrete ❑ Contractor ❑ Grout ❑ Prism ❑ Flexural ❑ Beams Lab Technician: Date Received: 5/10/2019 ❑ Mortar ® Cylinders ❑ Cubes MIX DATA Specified Strength: 5000 Mix Designation: 504-2 Gallons of Water Added: Time Batched: 4:32 AM Plant: Thomas Concrete Truck No.: 1 703 Ticket No.: 227460 Load Size: 9 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 72 °F Slump, Inches: 6.75 Air Content, %: 5.5 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 82 °F Allowable Slump, Inches: 8.0 Allowable Air Content, %: 6.0 Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Max Compressive Type Cross Section Average Number Made Received Days Issued Load Strength PSI Of Break Area-Sq In Diameter 1776 5/9/2019 5/10/2019 4 5/13/2019 132655 4680 1 28.37 6.01 1776 5/9/2019 5/10/2019 7 5/16/2019 149098 5240 1 28.46 6.02 1776 5/9/2019 5/10/2019 28 6/6/2019 176071 6190 1 28.46 6.02 1776 5/9/2019 5/10/2019 28 6/6/2019 173320 6090 1 28.46 6.02 Note: All reports are provided as confidential property of the client This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report. Results in this report pertain only to the actual material tested Page: 1 of 1 WHITAKER LABORATORY, INC. by Joseph M. Whitaker WIT TAKER tin forty WHITAKER LABORATORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Center of Slab Location: ❑ Building ❑ Floor ❑ Pavement ❑ Wall ® Slab ❑ Sidewalk Report Number: 1777 Report Date: June 06, 2019 City -County: Tybee Island/Chatham Job No.: ❑ Footing ❑ Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 5/9/2019 Set No: 2 of 3 Sampled By: Kyle Lott Time Sampled: 7:15 AM Placing Method: Pump Truck No. Specimens Made: 5 Specimen Type: ® Concrete ❑ Contractor ❑ Prism ❑ Flexural Lab Technician: ❑ Grout ❑ Beams Date Received: 5/10/2019 ❑ Mortar ® Cylinders ❑ Cubes MIX DATA Specified Strength: 5000 Mix Designation: 504-2 Gallons of Water Added: Time Batched: 6:10 AM Plant: Thomas Concrete Truck No.: 635 Ticket No.: 227484 Load Size: 9 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 72 °F Slump, Inches: 6.75 Air Content, %: 4.2 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 82 °F Allowable Slump, Inches: 8.0 Allowable Air Content, %: 6.0 Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Max Compressive Type Cross Section Average Number Made Received Days Issued Load Strength PSI Of Break Area-Sq In Diameter 1777 5/9/2019 5/10/2019 4 5/13/2019 134669 4750 1 28.37 6.01 1777 5/9/2019 5/10/2019 7 5/16/2019 153102 5380 1 28.46 6.02 1777 5/9/2019 5/10/2019 28 6/6/2019 184340 6480 1 28.46 6.02 1777 5/9/2019 5/10/2019 28 6/6/2019 174203 6120 1 28.46 6.02 Note: All reports are provided as confidential property of the client This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc. This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of I WHITAKER LABO tATORY, INC. by Joseph M. Whitaker WHITAKER LABORA TORY, INC. P.O. Box 7078 (912) 234.0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample West End of Slab Location: ❑ Building ❑ Floor ❑ Pavement ❑ Wall ® Slab ❑ Sidewalk Report Number: 1778 Report Date: June 06, 2019 City -County: Tybee Island/Chatham Job No.: ❑ Footing ❑ Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 5/9/2019 Set No: 3 of 3 Sampled By: Kyle Lott Time Sampled: Placing Method: Pump Truck No. Specimens Made: 5 Specimen Type: ® Concrete ❑ Contractor ❑ ❑ Prism ❑ Flexural ❑ Lab Technician: Grout Beams Date Received: 5/10/2019 D Mortar E Cylinders LI Cubes MIX DATA Specified Strength: 5000 Mix Designation: 504-2 Gallons of Water Added; Time Batched: 6:25 AM Plant: Thomas Concrete Truck No.: 6428 Ticket No.: 227532 Load Size: 9 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 72 °F Slump, Inches: 7.0 Air Content, %: 4.0 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 82 °F Allowable Slump, Inches: 8.0 Allowable Air Content, %: 6.0 Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods; ASTM-C-31, ASTM-C-39, ASTM-C-I38, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Max Compressive Type Cross Section Average Number Made Received Days Issued Load Strength PSI Of Break Area-Sq In Diameter 1778 5/9/2019 5/10/2019 4 5/13/2019 123667 4360 1 28.37 6.01 1778 5/9/2019 5/10/2019 7 5/16/2019 125538 4410 1 28.46 6.02 1778 5/9/2019 5/10/2019 28 6/6/2019 145656 5120 I 28.46 6.02 1778 5/9/2019 5/10/2019 28 6/6/2019 147547 5180 1 28.46 6.02 Note: All reports are provided as confidential property of the client This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc. This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report. Results in this report pertain only to the actual material tested.. Page: 1 of 1 WHITAKER LABORAji"ORY, INC. by Joseph M. Whitaker Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 Owner's Name Gen. Contractor amii\\ INTERNAT,ONAL CODE COUNCIL MEMBER Date Requested Date Needed Subcontractor Contact Information 37 Y ke kkk.v\ Project Address ioti Scope of Work +, Inspector Date of Inspection Inspection 7.9 Pass El Fail1:1 Fee Inspection Pass ® Fail ❑ Fee Inspection Pass ® Fail I —I Fee Inspection Pass Fail ❑ Fee City of Tybee Island - Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 - Fax 912.786.9539 aww�, masa INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector ( 7 Date of Inspection Inspection Pass LJ Fail El Fee Inspection Pass ® Fail ❑ Fee Inspection Pass ® Fail Fee Inspection Pass ❑ Fail ❑ Fee WHITAKER LABORATORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakeriab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample East End of Slab Location: ❑ Building ❑ Floor ❑ Pavement ❑ Wall ® Slab ❑ Sidewalk Report Number: 1776 Report Date: May 17, 2019 City -County: Tybee Island/Chatham Job No.: ❑ Footing ❑ Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 5/9/2019 Set No: 1 of 3 Sampled By: Kyle Lott Time Sampled: 5:40 AM Placing Method: Pump Truck No. Specimens Made: 5 Specimen Type: ® Concrete ❑ Contractor ❑ Prism ❑ Flexural Lab Technician: ❑ Grout ❑ Beams Date Received: 5/10/2019 ❑ Mortar a Cylinders Cubes MIX DATA Specified Strength: 5000 Mix Designation: 504-2 Gallons of Water Added: Time Batched: 4:32 AM Plant: Thomas Concrete Truck No.: 1703 Ticket No,: 227460 Load Size: 9 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 72 °F Slump, Inches: 6.75 Air Content, %: 5.5 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 82 °F Allowable Slump, Inches: 8.0 Allowable Air Content, %: 6.0 Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Max Compressive Type Cross Section Average Number Made Received Days Issued Load Strength PSI Of Break Area-Sq In Diameter 1776 5/9/2019 5/9/2019 4 5/13/2019 132655 4680 I 28.37 6.01 1776 5/9/2019 5/9/2019 7 5/16/2019 149098 5240 I 28.46 6.02 1776 5/9/2019 5/9/2019 28 6/6/2019 1776 5/9/2019 5/9/2019 28 6/6/2019 Note: All reports are provided as confidential property of the client. This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 WHITAKER LABORATORY, INC. by Joseph M. Whitaker WHITAKER LABORATORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Center of Slab Location: E Building ❑ Floor ❑ Pavement ❑ Wall ® Slab ❑ Sidewalk Report Number: 1777 Report Date: May 17, 2019 City -County: Tybee Island/Chatham Job No,: ❑ Footing El Curb and Gutter E Other SAMPLING DATA Date Sampled: 5/9/2019 Set No: 2 of 3 Sampled By: Kyle Lott Time Sampled: 7:15 AM Placing Method: Pump Truck No. Specimens Made: 5 Specimen Type: ® Concrete ❑ Contractor ❑ Prism ❑ Flexural Lab Technician: ❑ Grout ❑ Beams Date Received: 5/10/2019 Mortar Cylinders Cubes MIX DATA Specified Strength: 5000 Mix Designation: 504-2 Gallons of Water Added: Time Batched: 6:10 AM Plant: Thomas Concrete Truck No.: 635 Ticket No.: 227484 Load Size: 9 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 72 °F Slump, Inches: 6.75 Air Content, %: 4.2 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 82 °F Allowable Slump, Inches: 8.0 Allowable Air Content, %: 6.0 Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Max Compressive Type Cross Section Average Number Made Received Days Issued Load Strength PSI Of Break Area-Sq In Diameter 1777 5/9/2019 5/9/2019 4 5/13/2019 134669 4750 1 28.37 6.01 1777 5/9/2019 5/9/2019 7 5/16/2019 153102 5380 I 28.46 6.02 1777 5/9/2019 5/9/2019 28 6/6/2019 1777 5/9/2019 5/9/2019 28 6/6/2019 Note: All reports are provided as confidential property of the client This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report, Results in this report pertain only to the actual material tested Page: 1 of 1 WHITAKER LABORATORY, INC. by Joseph M. Whitaker WHITAKER LABORATORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info nrhitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample West End of Slab Location: ❑ Building ❑ Floor ❑ Pavement ❑ Wall ® Slab E Sidewalk Report Number: 1778 Report Date: May 17, 2019 City -County: Tybee Island/Chatham Job No.: ❑ Footing ❑ Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 5/9/2019 Set No: 3 of 3 Sampled By: Kyle Lott Time Sampled: Placing Method: Pump Truck No. Specimens Made: 5 Specimen Type: ® Concrete ❑ Contractor ❑ Grout ❑ Prism E Flexural ❑ Beams Lab Technician: Date Received: 5/10/2019 El Mortar Cylinders ❑ Cubes MIX DATA Specified Strength: 5000 Mix Designation: 504-2 Gallons of Water Added: Time Batched: 6:25 AM Plant: Thomas Concrete Truck No.: 6428 Ticket No.: 227532 Load Size: 9 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 72 °F Slump, Inches: 7.0 Air Content, %: 4.0 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 82 °F Allowable Slump, Inches: 8.0 Allowable Air Content, %: 6.0 Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Max Compressive Type Cross Section Average Number Made Received Days Issued Load Strength PSI Of Break Area-Sq In Diameter 1778 5/9/2019 5/9/2019 4 5/13/2019 123667 4360 1 28.37 6.01 1778 5/9/2019 5/9/2019 7 5/16/2019 125538 4410 1 28.46 6.02 1778 5/9/2019 5/9/2019 28 6/6/2019 1778 5/9/2019 5/9/2019 28 6/6/2019 Note: All reports are provided as confidential property of the client This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 WHITAKER LABORATORY, INC. by Joseph M. Whitaker WHITAKER LABORATORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlah.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Elevator Shaft Walls Location: ❑ Building ❑ Floor ❑ Pavement ® Wall ❑ Slab ❑ Sidewalk Report Number: 1589 Report Date: May 14, 2019 City -County: Tybee Island/Chatham Job No.: ❑ Footing ❑ Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 4/16/2019 Set No: 1 of 1 Sampled By: Josh Strickland Time Sampled: 11:05 AM Placing Method: Pump Truck No. Specimens Made: 4 Specimen Type: Concrete ❑ Contractor ❑ Grout ❑ Prism ❑ Flexural ❑ Beams Lab Technician: Date Received: 4/18/2019 ❑ Mortar ® Cylinders ❑ Cubes MIX DATA Specified Strength: 5000 Mix Designation: Gallons of Water Added: Time Batched: 10:05 AM Plant: Thomas Concrete Truck No.: 3302 Ticket No.: 221876 Load Size: 7 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 65 °F Slump, Inches: 6.5 Air Content, %: 5.5 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 74 °F Allowable Slump, Inches: 8.0 Allowable Air Content, %: 6.0 Allowable Temperature: 95 °F Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Max Compressive Type Cross Section Average Number Made Received Days Issued Load Strength PSI Of Break Area-Sq In Diameter 1589 4/16/2019 4/18/2019 7 4/23/2019 93780 3320 1 1589 4/16/2019 4/18/2019 28 5/14/2019 154773 5440 1 1589 4/16/2019 4/18/2019 28 5/14/2019 150291 5280 1 Note: All reports are provided as confidential property of the client This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 28.27 28.46 28.46 6.00 6.02 6.02 WHITAKER LABORATORY, INC. by Joseph M. Whitaker WHITAKER LABORATORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample East End of Slab Location: ❑ Building ❑ Floor ❑ Pavement ❑ Wall ® Slab ❑ Sidewalk Report Number: 1776 Report Date: May 13, 2019 City -County: Tybee Island/Chatham Job No.: ❑ Footing ❑ Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 5/9/2019 Set No: 1 of 3 Sampled By: Kyle Lott Time Sampled: 5:40 AM Placing Method: Pump Truck No. Specimens Made: 5 Specimen Type: ® Concrete ❑ Contractor ❑ Grout ❑ Prism ❑ Flexural ❑ Beams Lab Technician: Date Received: 5/10/2019 ❑ Mortar 12 Cylinders Cubes MIX DATA Specified Strength: 5000 Mix Designation: 504-2 Gallons of Water Added: Time Batched: 4:32 AM Plant: Thomas Concrete Truck No.: 1703 Ticket No.: 227460 Load Size: 9 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 72 °F Slump, Inches: 6.75 Air Content, %: 5.5 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 82 °F Allowable Slump, Inches: 8.0 Allowable Air Content, %: 6.0 Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Number Made Received Days Issued Max Load 1776 5/9/2019 5/9/2019 4 5/13/2019 132655 1776 5/9/2019 5/9/2019 7 5/16/2019 1776 5/9/2019 5/9/2019 28 6/6/2019 1776 5/9/2019 5/9/2019 28 6/6/2019 Note: All reports are provided as confidential property of the client. This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 Compressive Type Cross Section Average Strength PSI Of Break Area-Sq In Diameter 4680 28.37 6.01 WHITAKER LABORATf1,RY, INC. by Joseph M. Whitaker WHITAKER LABORATORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5081 www.wh itakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Center of Slab Location: ❑ Building ❑ Floor ❑ Pavement ❑ Wall ® Slab ❑ Sidewalk Report Number: 1777 Report Date: May 13, 2019 City -County: Tybee Island/Chatham Job No.: ❑ Footing ❑ Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 5/9/2019 Set No: 2 of 3 Sampled By: Kyle Lott Time Sampled: 7:15 AM Placing Method: Pump Truck No. Specimens Made: 5 Specimen Type: ® Concrete ❑ Contractor ❑ Grout ❑ Prism ❑ Flexural ❑ Beams Lab Technician: Date Received: 5/10/2019 ❑ Mortar ® Cylinders ❑ Cubes MIX DATA Specified Strength: 5000 Mix Designation: 504-2 Gallons of Water Added: Time Batched: 6:10 AM Plant: Thomas Concrete Truck No.: 635 Ticket No.: 227484 Load Size: 9 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 72 °F Slump, Inches: 6.75 Air Content, %: 4.2 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 82 °F Allowable Slump, Inches: 8.0 Allowable Air Content, %: 6.0 Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Number Made Received Days Issued 1777 5/9/2019 5/9/2019 4 5/13/2019 1777 5/9/2019 5/9/2019 7 5/16/2019 1777 5/9/2019 5/9/2019 28 6/6/2019 1777 5/9/2019 5/9/2019 28 6/6/2019 Note: Max Load 134669 All reports are provided as confidential property of the client This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory. Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report. Results in this report pertain only to the actual material tested Page: 1 of 1 Compressive Type Cross Section Average Strength PSI Of Break Area-Sq In Diameter 4750 I 28.37 6.01 WHITAKER LABORATORJt', INC. by Joseph M. Whitaker WHITAKER LABORATORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample West End of Slab Location: ❑ Building ❑ Floor ❑ Pavement ❑ Wall ® slab ❑ Sidewalk Report Number: 1778 Report Date: May 13, 2019 City -County: Tybee Island/Chatham Job No.: ❑ Footing ❑ Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 5/9/2019 Set No: 3 of 3 Sampled By: Kyle Lott Time Sampled: 80:00 Placing Method: Pump Truck No, Specimens Made: 5 Specimen Type: ® Concrete ❑ Contractor ❑ Grout ❑ Prism ❑ Flexural ❑ Beams Lab Technician: Date Received: 5/10/2019 ❑ Mortar 2 Cylinders ❑ Cubes MIX DATA Specified Strength: 5000 Mix Designation: 504-2 Gallons of Water Added: Time Batched: 6:25 AM Plant: Thomas Concrete Truck No.: 6428 Ticket No.: 227532 Load Size: 9 yds ® Test met project specifications ❑ Test did not meet project specifications PROPERTIES OF FRESH CONCRETE Air Temperature: 72 °F Concrete Temperature: 82 °F Allowable Temperature: Slump, Inches: 7.0 Allowable Slump, Inches: 8.0 Unit Weight, PCF: Air Content, %: 4.0 Allowable Air Content, %: 6.0 Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Max Compressive Type Cross Section Average Number Made Received Days Issued Load Strength PSI Of Break Area-Sq In Diameter 1778 5/9/2019 5/9/2019 4 5/13/2019 123667 4360 1 28.37 6.01 1778 5/9/2019 5/9/2019 7 5/16/2019 1778 5/9/2019 5/9/2019 28 6/6/2019 1778 5/9/2019 5/9/2019 28 6/6/2019 Note: All reports are provided as confidential property of the client. This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc. This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 WHITAKER LABORATORY, INC, by Joseph M. Whitaker WHITAKER LABORATORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Footings - see the attached field sketch for the approximate sample locations Location: ❑ Building ❑ Floor ❑ Slab ❑ Pavement ❑ Wall ❑ Sidewalk Report Number: 1477 Report Date: April 26, 2019 City -County: Tybee Island/Chatham Job No.: ® Footing ❑ Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 3/29/2019 Set No: 1 of 1 Sampled By: David Wood Time Sampled: 2:00 PM Placing Method: Direct Chute No. Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor ❑ Grout ❑ Prism ❑ Flexural ❑ Beams Lab Technician: Date Received: 4/1/2019 ❑ Mortar ❑ Cylinders Cubes MIX DATA Specified Strength: 4000 Mix Designation: 409-1 Gallons of Water Added: Time Batched: 12:59 PM Plant: Thomas Concrete Truck No.: 626 Ticket No.: 218581 Load Size: 8.5 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 75 °F Slump, Inches: 3.75 Air Content, %: 1.8 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 81 °F Allowable Slump, Inches: Allowable Air Content, %: Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Max Compressive Type Cross Section Average Number Made Received Days Issued Load Strength PSI Of Break Area-Sq In Diameter 1477 3/29/2019 4/1/2019 7 4/5/2019 115377 4070 1 28.37 6.01 1477 3/29/2019 4/1/2019 28 4/26/2019 148323 5230 1 28.37 6.01 1477 3/29/2019 4/1/2019 28 4/26/2019 157974 5570 1 28.37 6.01 Note: Ni reports are provided as confidential property of the client This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc. This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report, Results in this report pertain only to the actual material tested Page: 1 of 1 WHITAKER LABOR) `I'ORY, INC. by Joseph M. Whitaker 416) (04 IF AL ti 1'7; ;11 3* Hri h •2 I1 42 , d6 r6 e.. A. aT.tSki1 dL8 649ctts 40 0 011011+6 ru LOAN! LIAN 000 AIL liAILINNA, AKA , INA ai uo 1,, on ,/$011 .0N A00 VI A10 AS 10 0' enee7 A000111 .31- 0 ,01, Or All 10021A 000 AfIN 60 1 , 1, 1 AN0 .0 INE eu71 On O9 ,. 1714 6.0. 707 I'" 1,1‘ NEE SE PA EX tieEEE eferet EE,70,17 711.1. INC bee.. ea t 51101, 0 PE INCA, 01, , O;s AND cEOPACIAM ,O RAN :AMITY a1 AECO9e<NCE 1101 ANNA 0-i. se tllu 111010AN 11,1 APAO ULD XI 0E10,3,0 • 00 ININA,INA OA. ve Ar INO Y, ANIL nil 03 00 1E3 A0.10 1.0 . et YIN NO TM AAA INC0 ma OR SO. AREAS 700SE nfiCei ENNA° 1, 1. 6( n n<e1617 70 O aCete lielf 1..1 CASE OE 'NE ANLA 51,1 00 Of 1.100D ICUI 10 0ANA SON AID 4. 0,00. 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Georgia 31405 Email: info@whitakerlab.net 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Elevator Shaft Walls Location: ❑ Building ❑ Floor ❑ Pavement ® Wall SAMPLING DATA Date Sampled: 4/16/2019 Set No: 1 of 1 Sampled By: Josh Strickland Time Sampled: 11:05 AM Placing Method: Pump Truck No, Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor ❑ Prism ❑ Flexural Lab Technician: ❑ Slab ❑ Sidewalk Date Received: 4/18/2019 Grout ❑ Mortar Beams a Cylinders ❑ Cubes Report Number: 1589 Report Date: April 23, 2019 City -County: Tybee Island/Chatham Job No.: ❑ Footing ❑ Curb and Gutter MIX DATA Specified Strength: 5000 Mix Designation: Gallons of Water Added: Time Batched: 10:05 AM Plant: Thomas Concrete Truck No.: 3302 Ticket No.: 221876 Load Size: 7 yds ® Test met project specifications ❑ Test did not meet project specifications ❑ Other Air Temperature: 65 °F Slump, Inches: 6.5 Air Content, %: 5.5 Test Methods: PROPERTIES OF FRESH CONCRETE Concrete Temperature: 74 °F Allowable Temperature: 95 °F Allowable Slump, Inches: 8.0 Unit Weight, PCF: Allowable Air Content, %: 6.0 Revolutions of Drum: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Max Number Made Received Days Issued Load 1589 4/16/2019 4/18/2019 7 4/23/2019 93780 1589 4/16/2019 4/18/2019 28 5/14/2019 1589 4/16/2019 4/18/2019 28 5/14/2019 Note: All reports are provided as confidential property of the client This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc. This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 Compressive Type Cross Section Average Strength PSI Of Break Area-Sq In Diameter 3320 28,27 6.00 WHITAKER LABO .ATORY, INC. by Joseph M. Whitaker Client: Project: Sample Location: E Building ❑ Pavement P.O. Box 7078 (912) 234-0696 WHITAKER LABORATORY, INC. Savannah. Georgia 31405 Email: info@whitakerlab.net 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Compression Test Report City of Tybee Island Lower Portion of Tybee Island Marine Science Center Column Piers ❑ Floor ❑ Wall ❑ Slab ❑ Sidewalk Report Number: 1478 Report Date: April 23, 2019 City -County: Tybee Island/Chatham Job No.: El Footing ❑ Curb and Gutter ® Other Date Sampled: 3/26/2019 Set No: 1 of 1 Sampled By: Contractor Time Sampled: Placing Method: No. Specimens Made: 4 Specimen Type: ® Contractor ❑ Flexural ® Concrete ❑ Prism Lab Technician: SAMPLING DATA ❑ Grout ❑ Beams Date Received: 3/29/2019 0 Mortar al Cylinders ❑ Cubes MIX DATA Specified Strength: 5000 Mix Designation: Gallons of Water Added: Time Batched: Plant: Truck No.: Ticket No.: Load Size: ® Test met project specifications O Test did not meet project specifications Air Temperature: Slump, Inches: Air Content, %: PROPERTIES OF FRESH CONCRETE Concrete Temperature: Allowable Slump, Inches: Allowable Air Content, %: Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-172, ASTM-C-617 Lab Date Date Age Tested/ Max Compressive Type Cross Section Average Number Made Received Days Issued Load Strength PSI Of Break Area-Sq In Diameter 1478 3/26/2019 3/29/2019 7 4/2/2019 130076 4550 1 28.56 6.03 1478 3/26/2019 3/29/2019 28 4/23/2019 151329 5350 1 28.27 6.00 1478 3/26/2019 3/29/2019 28 4/23/2019 125286 4430 1 28.27 6.00 Note: All reports are provided as confidential property of the client This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc. This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 WHITAKER I Ai3Q1RATORY, INC. by Joseph M. Whitaker WHITAKER LABORA TORY, INC. P.O. Sox 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakeriab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Column Piers - see the attached field sketch for the approximate sample Location: locations ❑ Building ❑ Floor ❑ Pavement ❑ Wall ❑ Slab ❑ Sidewalk Report Number: 1414 Report Date: April 19, 2019 City -County: Tybee Island/Chatham Job No.: ❑ Footing ❑ Curb and Gutter ® Other SAMPLING DATA Date Sampled: 3/21/2019 Set No: 1 of 1 Sampled By: David Wood Time Sampled: 1:35 PM Placing Method: Pump Truck No. Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor ❑ Prism ❑ Flexural Lab Technician: ❑ Grout El Beams Date Received: 3/22/2019 ❑ Mortar t1 Cylinders Cubes MIX DATA Specified Strength: 5000 Mix Designation: 509 Gallons of Water Added: Time Batched: 12:31 PM Plant: Thomas Concrete Truck No.: 3538 Ticket No.: 216468 Load Size: 6 yds ® Test met project specifications O Test did not meet project specifications Air Temperature: 65 °F Slump, Inches: 6.75 Air Content, %: 4,.4 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 70 °F Allowable Slump, Inches: 8.0 Allowable Air Content, %: 6.0 Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods; ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Max Compressive Type Cross Section Average Number Made Received Days Issued Load Strength PSI Of Break Area-Sq In Diameter 1414 3/21/2019 3/22/2019 7 3/28/2019 138113 4850 1 1414 3/21/2019 3/22/2019 28 4/18/2019 167665 5890 1 1414 3/21/2019 3/22/2019 28 4/18/2019 172971 6080 1 Note: All reports are provided as confidential property of the client, This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 28.46 28.46 28.46 6.02 6.02 6.02 WHITAKER LABO.ATORY, INC. by Joseph M. Whitaker 1 A c. fa ',S:L. P40,41.1.110 }6 1, .oespoc 4 gy.+4pptg aC 444 4. 4x. 444 4414 b • 441. '441 1 U` I V 4 ¢X44- ;4 41 S 444. '40 4. 4 4 *4111 - 4s 414444x414 414444' 44 CNLt2. 406i 4104 444 4€ Y 44C4JI1 144 - flu• • 4 4•-sH. ,ff. .41 4Xv 44 *5444 Y H4/ 4 *4 VVVr8 VIVA,. f tont VT., • 1441 VW) 1.:440 *4* i *1 f*W 144 44*14 44 X' +46 Y M 1* 4 q4 .M 4Y 4 4r 44414E a.' O. 14 PUMAG } CSu4. 444A •4 tim try, v MF 0 1 5 444 *4 +414 8 6L ii4CCn461.16.0, , pu 4' 444* vs. Vv.," 4,444 495 441 044 4q 4 £.4 >w *444 4-11 4441 tiw 4C'C# 1A KM 4**4 44'1'.4 .4 ,4r . 4tH 444 V.V . 544 44 r6 0.2,V .4.UA I 4313. 1.0. tv .y4f44 44 0*4'YHY WV 4»411 fleet 4 44,4 ew 4f Vt.044a n Wt..* 144 44x441 4i 1q 1^UYL4 es 4. i1. Xf A 144* nv � eina »+ M2rc1 fl5.1,0 tev tu x4V4s lord. ri F. Wx. x41 4. 11 4> . eu.Wi4 1444444/1 %% w .144 14 ".4 w fv.1.4. 4 Y, •`N4 Watt. 4:43184 4e 444 [1444 444444 44z .4 4YEa 4414444 .E V.V .4 4 *44*98tYl4 '5 114 t{.5.. E',km IVSlit SWARD Own . 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XtY 441 } Tet- �4r r 41414tit €134 w s Ib4: Eltb .Z.4 14 a + IQ • y L6 C P R OILL71,0 1X11.1 ▪ 4 ,14 11 aee<se 1.1 P RA - SNIP! LP, ClIrCKA4514* .111:17,43 Si m ., TAJ LABORATORY, INC. P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakertab.net www.whitakerlab.net Report No: 04/17/19-167 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA CONCRETE / REINFORCEMENT INSPECTION Date: 04/11/19 Inspected By: David Wood Area(s) Inspected: Elevator Walls — (See the attached field sketch) (See the note below) REMARKS: During today's inspection, the steel reinforcement and formwork within these areas were observed to have been installed in general accordance with Section 1705.3 of the Schedule of Special Inspections and the plan details. This includes: o Inspection of reinforcing steel installation o Verify use of approved design mix o Fresh concrete sampling, perform slump and air content tests and determine temperature of concrete o Inspection of concrete and shotcrete placement for proper application techniques o Inspection for maintenance of specified curing temperature and techniques o Inspection of formwork for shape, lines, location and dimensions o Concrete strength testing and verification of compliance with construction documents We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. Joseph F Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. 14 1111 414 8Yu i7Y tur s. tat SP3 i� 4,4.41{'^ 4 1,M/Au rt,n At 4t: S.I.Pm: YW f4 ••. 4. R f 4. 144 H *4A r, • If Y *04441 V.1.1 4...1. F 1 444044 a44X WA. 44 044 t 0444124 1� 44 a 1 r • +X44« 4,11* s ,t.. . ,. oX le: - .A.44 --. ro .. eu aat , +44. *.40 X+ ; or.. 4. So, Y.. 2 4' 1 X L € 44 446 4I o6 .a41' rr ... X A. 4 44 4.3 - t 41 S 9 141* A 44r 01.06- 4, - - 5" ✓Xb C IO - c.4 tr 4 *44 • , A. , a 4*40 v 4[.. 4,4(4441 NYV. . > 4454 si - o. san Not. 4 ..£44 an . 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NY ARMiIsIXAL.4/ASM1Fi .Tii .bCllS#K@ 4444 Ow 40414444* ir ...11 Aler tmCz^we Yfi t t' i d' ib4404c5WY 1 item= ® 40 7- R a*RA4W t 'i4477> irl- 4.4_ ' ry 4glr$4AWA'4.1& 411977.. 4:9' :Q' rA' p1,1AAWgY A ttt r.t• €-4- . rb ' 4iprt£AW irow•sooris WA' 4.0- r9 ' fix Ar BA H,.. y.79,663lf' to t -f to mitt OM, 444494. 6S OFi> 4{4),781,441 WAY 41 1$941 iO.OIARibt 4 -Witt . 4li) it PST %%T b 1G4 * 8977+ ,piit »#c. A ttrat 4i46 4littt moo 44 EA 44AY 44RatowA #4 GP Aeon y� tlF M. l' 4(1 tot: 41. 1 It11 151, 441 1 retr u:,.»k rXxe >Jn.4;9� r4f.: fi T 1:444' r4n 1. , , x,441 4444 ^is. 1. S1.0 WHITAKER LABORATORY INC. P.O. Box 7078 2500 Tremont Road (912) 234.0696 Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab,net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Column Piers - see the attached field sketch for the approximate sample Location: locations ❑ Building ❑ Floor ❑ Pavement ❑ Wa11 El Slab Sidewalk Report Number: 1390 Report Date: April 15, 2019 City -County: Tybee Island/Chatham Job No.: ❑ Footing ❑ Curb and Gutter ® Other SAMPLING DATA Date Sampled: 3/18/2019 Set No: 1 of 1 Sampled By: David Wood Time Sampled: 1:20 PM Placing Method: Pump Truck No. Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor ❑ Prism ❑ Flexural Lab Technician: Date Received: 3/20/2019 Grout ❑ Mortar Beams ® Cylinders 0 Cubes MIX DATA Specified Strength: 5000 Mix Designation: 509 Gallons of Water Added: Time Batched: 12:29 PM Plant: Thomas Concrete Truck No.: 3427 Ticket No.: 215466 Load Size: 7 yds ® Test met project specifications O Test did not meet project specifications Air Temperature: 64 °F Slump, Inches: 8.0 Air Content, %: 6.8 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 76 °F Allowable Slump, Inches: 8.0 Allowable Air Content, %: 6.0 Allowable Temperature: Unit Weight, PCF: Revolutions of Drtnn: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-I38, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Max Compressive Type Cross Section Average Number Made Received Days Issued Load Strength PSI Of Break Area-Sq In Diameter 1390 3/18/2019 3/20/2019 7 3/25/2019 103549 3640 1 28.46 6.02 1390 3/18/2019 3/20/2019 28 4/15/2019 143004 5020 1 28.46 6.02 1390 3/18/2019 3/20/2019 28 4/15/2019 144643 5080 1 28.46 6.02 Note: All reports are provided as confidential property of the client This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report. Results in this report pertain only to the actual material tested WHITAKER LABO( Joseph M. Whitaker If j iTORY, INC. by Page: 1 of 1 .4141^ \ EE. r0 0.0.00 10 9 405 ANT 101110. . Fin C5 01011: / 1aa T (1 41 1T < 05 .0 11.0 FE cc6 .. 1 ^151,01111 17 RU E 1•0 1.51111.11 A[ y. 9 IN 510 11-10 101155 LA , 1, o- 01011 u ,, 0. a o,1 •c,AnR.>. r.-[ el *S10, - 0, 40 kif,:q . '4) Duro 101111 C.. 55115 51,51150 .. 914? e+0 'I 1E1 1114111 SO IL A. Om 0 .9c RccoumcTFn 10 H iY w ( 37) (4 4: C.'E . o,F14 4 Mar! 644 Wm, T40 00141 71' 7`0' s0 2 F2 4.7 (001` F3 02' 94}' 4 2' F4 8.2 a?• 'i^,. O' F6 3A - I? 7•R • F6 8'2- H' 0• 7-P' FT 118 .".4 y.0• FE 402' F9 1340 4 40-2 710 l 41,7 0420 01 04 G5 fi STRUCTUML FOUNDATION SCHEDULE (10 04 P11118 Renlarce mem (4(0141.3182Y0007 6 7017 ' (57116 EA WAY <707 & ROR = 7'O' F-0 (5)40 EA_ VI, <TOPseo1T> 740- (7)07 EA WAY<T OP &SOFT < 20 (0) Y7 EA WAY<TOP &6UTT> H OOKS HOT RED UIREO 4 .0 ` (10)07 EA WAY <T OP8 BOIT > H OOKS NO T REQ UIRED (0)07 L ON G W AY <TOP 0 S on 4 HOOKS NOT REQUI RE D (14) 47 SHORT WAY 'TOP & R OT,'. 7-0• (70107 L ONG WAY<TOPS D ORA HOOKS NOT REWIRED (16) 47SH ORT WAY ttOP&BOIT.> 1 7')6 iWSW O.C. EA W AY ATOP 86OTT ,;_ -- H00KEE NOT REWIRED S6 14S914 EA WA Y ,T OP &BOTT-•._ __ M OONS HOT RE014REP H0 Remarks 114 STRUCTURAL DOWNS SCHEDULE -DRAWINGS Vs(1 041 T AR L ew' .2.74144 l a+q4" Rn*497 m4 04 49 MFnleuRI 4.717 t4 ter #p7 4SR 47 4,44 ' i ew ' , 0"0 0'-4' OW 051' ? IN 4 01_841 _-1' ,4 • 114 87 (WV44 P .140L e>11 40D4 ' 444 (7A+ 01{717 A7021 0.1R .417 47.10 to : [0; A104 44" 44444 .4 -'L /F Des rob" .. WE WEST CONSTRUCTION COMPANY Tybee Island Marine Science Center 4/12/2019 General Conditions 265,522.00 Temporary Toilets 3,360.00 Temporary Utilities 10,000.00 Temporary Office Trailer 9,980.00 Project Manager 54,180.00 Superintendent 120,400.00 Project Administration 7,000.00 Interim Clean-up 8,428.00 Dumpster 15,925.00 Rental Equipment 12,040.00 Final Cleaning 2,459.00 Temporary Protection 9,030.00 Temporary Site Fencing 7,720.00 Legal Fees 3,500.00 Plan Reproduction 1,500.00 Testing & Special Inspections By Others Sitework 182,091.00 Site Preperation 24,260.00 Field Engineering 3,500.00 Earthwork 36,625.00 Soil Treatments 738.00 Utilities (within 5' of building) 55,163.00 Paving 43,005.00 Landscaping & Irrigation 6,800.00 Site Improvements (dumpster enclosure) 12,000.00 Concrete 664,066.00 Foundation, Piers & PT Slab 560,403.00 Pavers & Header Curb 60,480.00 Cistern 40,683.00 Equipment Pads 2,500.00 1 Metals 201,270.00 Structural Steel 70,200.00 Metal Railings 58,410.00 Metal Railings 72,660.00 Woods, Plastics & Composites 692,285.00 Rough Carpentry 268,720.00 Exterior Finish Carpentry 280,986.00 Interior Finish Carpentry 142,579.00 Architectural Woodwork - Thermal & Moisture Protection 297,667.00 Insulation 15,764.00 Membrane Roofing 55,683.00 Pedastal Paver System 186,905.00 Joint Sealants 9,441.00 Flashings & Window Pans 23,321.00 Column Caps 6,553.00 Openings 420,317.00 Doors, Frames & Hardware 62,732.00 Aluminum Storefront 249,113.00 Bi-Folding Doors 58,372.00 Aluminum Gate Frames 50,100.00 Finishes 82,249.00 Drywall 5,380.00 Tiling 3,968.00 Painting 72,901.00 Specialties 4,339.00 Fire Extinguishers 2,908.00 Toilet Accessories 1,431.00 Equipment - Appliances By Others Conveying Equipment 81,550.00 LULA Lift 81,550.00 Mechanical 147,138.00 Plumbing 40,318.00 HVAC 106,820.00 Electrical 123,830.00 Electrical 113,930.00 Fixtures In Above Data Wiring, Security System, A/V, Fire Alarm By Others Generator 9,900.00 Sub -Total: 3,162,324.00 Permitting Allowance: By Owner Builder's Risk 26,973.00 P & P Bond 54,036.00 Fee: 163,848.00 BUILDING TOTAL: $ 3,407,181.00 Additional Scope Items 1 Recreational Elements, Landsca.i i & Hardsca. es Allowance 2) Contingency 500,000.00 101,691.00 PROJECT TOTAL $ 4,008,872.00 4,'008, Oa - S00 COO ,O0 WM- A. R LABORATORY, INC P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakerlab.net www.whitakerlab.net Report No: 04/12/19-152 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA CONCRETE / REINFORCEMENT INSPECTION Date: 04/02/19 Inspected By: David Wood Area(s) Inspected: Column Piers — (See the attached field sketch) (See the note below) REMARKS: During today's inspection, the steel reinforcement and formwork within these areas were observed to have been installed in general accordance with Section 1705.3 of the Schedule of Special Inspections and the plan details. This includes: o Inspection of reinforcing steel installation o Verify use of approved design mix o Fresh concrete sampling, perform slump and air content tests and determine temperature of concrete o Inspection of concrete and shoterete placement for proper application techniques o Inspection for maintenance of specified curing temperature and techniques o Inspection of formwork for shape, lines, location and dimensions o Concrete strength testing and verification of compliance with construction documents We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. ¢,iLkek r. Usk, Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. 12 451 1. \ ew e 8s 0'4 I8U'• A S ITy T 8888TM 68 6H IRENFNTS At PUILNNG 71701* 10 01,111,1177 7 ALI Moa n, MLA, AA 777 A,01 :r x �ry xOx I I- 0/7 SO L •rr0 1 I C All I Ott 171, 1 SIPE V,U cC a p r[ r[ 01 310,3777SPx P WPM ry[ met slier x D CM, 700 9700 Al, 7 N M ("OM, i 70 000770 .17177 7w tinnI 17, 970 7 011 71'017771 OtIlt rirt 0,77 c, .0 0,0 As A,A.E11 Lo 977,1 171, 117-11 At, to 0.9 ARALS IHIP7 17 71,1 Mc OE 114PES7 tt l+Ec 70 0,1 ,1111f IN E CAUSE Or tilt 0 ,771711. 11, ir DUE IC .070 SOS CP701 ,OULD PI AP C, POLLED VO W • LOAN, 13,, 709,7 TO LOCATE .177s r71.777 An a SOU E f R CA 1177, 1. 177s If A 7.7.170. 70 0, 19117 or pan in AA t771,777., EIFT7 77,0174-17- 7777 if D IE Nc L7C1, 1. 01110, A ' ws. 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WATI:00 d90785 P-0' {q 568&W>Y4POP 4, 1¢} T. 0-0- 4100870 80Av. `Pi3AA E47JT0 7' •0' ti)4 tow wAr,l'oPio KO 0. 814) 88 T8808D WAY OTI8PIt 99581.+ 7V ' (1p88TY G71f388 84 44488m» +t=189 8H88 '1 WAY. 748 6 gory 1..e wow en WA Yf7OF.d iOTt x. SW .0010.9C EA T. A.Y. TV; PW1T s I Remarks HOOKS NOT REOLERED HOOKSNOTREUIRED 6008682008E008RE0 (70088 NOT REGUBOEO HOOKS NOTILEQU63E0 H 06KS rim REAMED ST RUCTURAL GOL UM N S CHED ULEORAWN GS Vertic al • 5®7.5587 I T76 044 85 Leap Rebf7rce1ne14 Opt Q.841o94 C' .1810 r+41p' TM7 i 87001 188x54.( 56 .e s.5 ' 8' 48' MP 54810 Wntrwd .1 1-86 18'4 (1(87 714}0 5408888 1 44 IT d7 4808 830712" KMLav oi 8107 -174841007 (7)88 8343180 Rereads K6 LW 4. i (L St IL IUB: 469 ozz w to U 0 14 ZU 3w 0 0w 941 W. M OM .Iftl .0 E 6. 0 9,"17 Nul AL. S1.0 WHITAKER LABORATORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Column Piers Location: ❑ Building ❑ Floor ❑ Pavement ❑ Wall ❑ Slab ❑ Sidewalk Report Number: 1480 Report Date: April 09, 2019 City -County: Tybee Island/Chatham Job No.: ❑ Footing ❑ Curb and Gutter ® Other SAMPLING DATA Date Sampled: 4/1/2019 Set No: 1 of 1 Sampled By: David Wood Time Sampled: 11:20 AM Placing Method: Pump Truck No. Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor ❑ Grout ❑ Prism ❑ Flexural ❑ Beams Lab Technician: , Date Received: 4/3/2019 El Mortar Cylinders ❑ Cubes MIX DATA Specified Strength: 5000 Mix Designation: 509 Gallons of Water Added: Time Batched: 10:26 AM Plant: Thomas Concrete Truck No.: 1789 Ticket No.: 218868 Load Size: 7.5 yds ® Test met project specifications ❑ Test did not meet project specifications PROPERTIES OF FRESH CONCRETE Air Temperature: 54 °F Concrete Temperature: 62 °F Allowable Temperature: Slump, Inches: 6.0 Allowable Slump, Inches: 8.0 Unit Weight, PCF: Air Content, %: 4.0 Allowable Air Content, %: 6.0 Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Max Compressive Type Cross Section Average Number Made Received Days Issued Load Strength PSI Of Break Area-Sq In Diameter 1480 4/1/2019 4/3/2019 7 4/8/2019 126665 4460 1 28.37 6.01 1480 4/1/2019 4/3/2019 28 4/29/2019 1480 4/1/2019 4/3/2019 28 4/29/2019 Note: All reports are provided as confidential property of the client. This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc. This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report. Results in this report pertain only to the actual material tested Page: 1 of 1 WHITAKER LABOEATORY, INC. by Joseph M. Whitaker WHITAKER LABORATORY, INC. P,O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Footings - see the attached field sketch for the approximate sample locations Location: ❑ Building ❑ Floor ❑ Slab ❑ Pavement ❑ Wall ❑ Sidewalk Report Number: 1477 Report Date: April 09, 2019 City -County: Tybee Island/Chatham Job No.: Footing ❑ Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 3/29/2019 Set No: 1 of 1 Sampled By: David Wood Time Sampled: 2:00 PM Placing Method: Direct Chute No. Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor ❑ Prism ❑ Flexural Lab Technician: ❑ Grout ❑ Beams Date Received: 4/1/2019 ❑ Mortar ® Cylinders ❑ Cubes MIX DATA Specified Strength: 4000 Mix Designation: 409-1 Gallons of Water Added: Time Batched: 12:59 PM Plant: Thomas Concrete Truck No.: 626 Ticket No.: 218581 Load Size: 8.5 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 75 °F Slump, Inches: 3.75 Air Content, %: 1.8 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 81 °F Allowable Slump, Inches: Allowable Air Content, %: Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Number Made Received 1477 3/29/2019 4/1/2019 1477 3/29/2019 4/1/2019 1477 3/29/2019 4/1/2019 Note: Age Tested/ Days Issued 7 4/5/2019 28 4/26/2019 28 4/26/2019 Max Load 115377 All reports are provided as confidential property of the client This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report, Results in this report pertain only to the actual material tested Page: 1 of 1 Compressive Type Cross Section Average Strength PSI Of Break Area-Sq In Diameter 4070 1 28.37 6.01 WHITAKER LABOF!ATORY, INC. by Joseph M. 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T4G Ge047 4,4*04wN 4 140. i44a4lm4 444:14_48411 STRUCTURAL COLUMN SCHE OULE'ORRWM GS 14;1,4x1 IM10R! = *068*rt4Rn1 . 1414`, 0144ll 170 r. r 1 Or r 14 114 Oft t t a6 IZ 70 4 rI1RT E*1'2' 'q7' RBr neeh4 _. 41Ri: 414 41.16. r *h+ ;4P4 r ' X671 SS �7t1 Pri pn at)* 46 0'1 z '121i1 /1 c. CC 44 6. S1.0 George Shaw From: Tom Olson <TOlson@kernengineering.com> Sent: Monday, April 08, 2019 8:01 AM To: George Shaw Cc: cclements@sottile.cc; Rebekah Francis; Rachel Lancaster Subject: RE: Tybee Island Marine Science Center George: The Tybee Island Marine Science Center building construction documents are in for the permitting process. It was brought to my attention that there was a question concerning the gaps near the base of the building walls to meet the requirements for potential flow of flood water...the requirement is one square inch of opening per one square foot of building floor plan. The basic building floor plan area is 5,366 sq. ft. as noted on the Cover Sheet A0.0. At the Lower Level of the Marine Science Center building there are walls and doors between the concrete columns (structurally supporting the upper building). These walls are designed with a 3" space at the base and the doors on this Lower Level are designed with a 1" space at the base. Using these numbers and calculating the area of opening, we have at the base approximately 8,750 sq. inches. So this meets the requirements for openings. If you should have any additional questions, feel free to reach out to us, Thanks, Thomas D. Olson, AIA, LEER -AP Architect / Vice -President Kern & Co., tax 7 Mall Court Savannah, GA 31406 Office: 912-354-8400 319 South Walnut Street, Suite A Statesboro, GA 30458 Office: 912-225-3373 Direct: 912-651-1307 Web: www.kernerogineering.com Email: tolson(kernengineering.com 1 WHITAKER LABORATORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: Project: Sample City of Tybee Island Lower Portion of Tybee Island Marine Science Center Column Footings - see the attached field sketch for the approximate sample Location: locations ❑ Building ❑ Pavement ❑ Floor ❑ Wall ❑ Slab ❑ Sidewalk Report Number: 1343 Report Date: April 04, 2019 City -County: Tybee Island/Chatham Job No.: ® Footing E Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 3/7/2019 Set No: 1 of 1 Sampled By: Kyle Lott Time Sampled: 9:45 AM Placing Method: Direct Chute No. Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor ❑ Prism ❑ Flexural Lab Technician: ❑ Grout ❑ Beams Date Received: 3/8/2019 ❑ Mortar ❑X Cylinders ❑ Cubes MIX DATA Specified Strength: 4000 Mix Designation: 409-1 Gallons of Water Added: Time Batched: 9:04 AM Plant: Thomas Concrete Truck No,: 626 Ticket No,: 212927 Load Size: 9 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 56 °F Slump, Inches: 4.0 Air Content, %: 1.8 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 70 °F Allowable Slump, Inches: 4.0 Allowable Air Content, %: 3.0 Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Max Compressive Type Cross Section Average Number Made Received Days Issued Load Strength PSI Of Break Area-Sq hi Diameter 1343 3/7/2019 3/8/2019 7 3/14/2019 I24821 4410 1343 3/7/2019 3/8/2019 28 4/4/2019 164609 5780 1343 3/7/2019 3/8/2019 28 4/4/2019 166345 5840 Note: All reports are provided as confidential property of the client. This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc. This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report: Results in this report pertain only to the actual material tested Page: 1 of 1 28.27 28.46 28.46 6.00 6.02 6.02 WHITAKER LABORAORY, INC. by Joseph M_ Whitaker 3°4" -4) 41 + k1 an 14 00 '.. .0340 DIG In . SLTO ! 1 33.44•3,4 r M t r n ,{rp 01 005* 110 100 .1 3001 10,10 . 9 00 00.• 13313 •033 1 ., *1a ' .4 en. Si.*3. 1 x ,.44M M Imr3•311-1 r a 3 4.4+ 011 H M2.0 ,:msms i A MIA 4 C•. i ' i 3 00 1 34 Tit 4 SY . ,a 0040 a * t a ,11 090 1 a. > 4@T W 1.3013331' t • 00011 00 4100400 3:•••.4t NIt- »R .+:4 0:79.3 13 1,% .444.0• ; 043 1ktxd *]0011 9 00 I, :34.12 R 7H1 ..7000 140-.0 41 •'. W3 03 b¢t9• 7/ii4' 1+ .14 it•im Ir U..vxt 4114 s •1 .h3> 4p + !- „Hi r m A 013 on. 150 { C7000 , 1100 4.3.4 7.. 3 soO 4 , Y ex +ry. 14 ee., , a.0. 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Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 - Fax 912.786.9539 INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Subcontractor Gen. Contractor Contact Information Project Address Scope of Work Inspector Inspection Pass El Fail Date of Inspection Fee Inspection Pass O Fail ❑ Fee Inspection Pass ® Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 Tybee Island, GA 31328 Phone 912.472-5032 • Fax 9.12.786.9539 1111M11 ,-- MIMali INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information �/� Project Address 3'r-7 1 r ,`e Scope of Work Inspector Date of Inspection Inspection Pass IJ Fail El Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass Fail El Fee Inspection Pass Fail ❑ Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector l 7 r) Inspection fort Date of Inspection Pass 0 Fail El Fee Inspection Pass ® Fail ❑ Fee Inspection Pass ® Fail El Fee Inspection Pass ❑ Fail 0 Fee WITER LABORA TOR J INC P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakerlab.net www.whitakerlab.net Report No: 04/03/19-154 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA CONCRETE / REINFORCEMENT INSPECTION Date: 03/21/19 Inspected By: David Wood Area(s) Inspected: Column Piers — (See the attached field sketch) (See the note below) REMARKS: During today's inspection, the steel reinforcement and formwork within these areas were observed to have been installed in general accordance with Section 1705.3 of the Schedule of Special Inspections and the plan details. This includes: o Inspection of reinforcing steel installation o Verify use of approved design mix o Fresh concrete sampling, perform slump and air content tests and determine temperature of concrete o Inspection of concrete and shotcrete placement for proper application techniques o Inspection for maintenance of specified curing temperature and techniques o Inspection of formwork for shape, lines, location and dimensions o Concrete strength testing and verification of compliance with construction documents We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WIIITAKER LABORATORY, INC. Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. 111 y.. A,) (. 13, :M) 1 1. 1mr A taa 1 ,Bssw. i. 1 0557 , • (:i kW` SL SI:L. 1A.444 4,tetTh Mau noires A . n nIN� , n$TM9 E4_ 51,5 n10 .� Tn lw 10 nr 1,510 e.1o .10 .r 5,0 ,ger 4 v 11 3,r�gLwll roq ..:ap ac9 xottus 5,0 8E0 EE 454;8414311« TO tl.n . 51.3111 114 mn 511mm1 45. O 1 114 .410 11.1-e41 9r 5 10 1. LOUR 4 0. 04 01. n. 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WAY 4TOP 0 SOTS > MO EA WAY T *P8A0'Tt > 10P0YE,L WANT 24440774 4 MOTES I fflp 4 O4R .> 4$4 0P4RNDYlAY SIDE $ DQtel, ;al IS SN04T WAY tTDF7880lkw 44 , 3Lo ocwArilii4 41ao rr> . 4 PTSNC41t WA T TD4,41p1 4, B*A10•DC .EA 4 Y. 042*ofl * +4.10'40 f-4, WAY4T4 ?880TT> 4,444433,33 L essi ISslEksoll Salsa SA. ter eal 33 1 � STRUCT UR ALCOLUNNSCNEDULF4RAWINGS Web L ength Rv0uw ..w4 1 h_ 8,4 rs 4T I 331? - 9'd' 7*44 .ttd'r 174'.1t)«T /4441 Tog O4se3 S•-] 3 2' .3:444 s4,, � .( 3Q a$8Lr_ 038(7 03 Remarks 3A Y p,.'+5p '14!14 SPE dmiors J WHITAKER LABORATORY, INC. P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakerlab.net www.whitakeriab.net Report No: 04/03/19-155 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA CONCRETE / REINFORCEMENT INSPECTION Date: 03/22/19 Inspected By: David Wood Area(s) Inspected: Column Piers — (See the attached field sketch) (See the note below) REMARKS: During today's inspection, the steel reinforcement and formwork within these areas were observed to have been installed in general accordance with Section 1705.3 of the Schedule of Special Inspections and the plan details. This includes: o Inspection of reinforcing steel installation o Verify use of approved design mix o Fresh concrete sampling, perform slump and air content tests and determine temperature of concrete o Inspection of concrete and shotcrete placement for proper application techniques o Inspection for maintenance of specified curing temperature and techniques o Inspection of formwork for shape, lines, location and dimensions o Concrete strength testing and verification of compliance with construction documents We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. 4.kAAyA F cfuL+Eck Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. \ R:h 47 ce 2 SLtI.:T:+g, 4RA3lfG q,E.M611Lg _S-4,LIPALL0NG APT. TO CAPIN SITOTTIo sun.. ar lo ToriTTATION MP SOILu 1 i'ORSTR.,. AREA <.0 TO EACLITeTE 1...11.11-01, SITE ORATNACE RHONA ITT EsT1.51TED 10 ; P.M w"s1OnTA W ORMN ,"` RA TER 5 A S 10 t 0000 0000000000 ra. , 04 IL N 0 -OUY 0i P CErd. TIT . TA T. n oo CORP.,. To 957. Noon IN ',Comae. Toro ARTA-D-15ST ANT 011.11. 1.1 MOTE, 1TIE SITE SHOULD RELOCATE,' MIL .1 INtoloits VA CIT REL. .Gr 1'N u . .v Os To,. anr0.r<r,10 TO S. olw..h TT .cc0a0n PL a u Ies T STIOOLO NC PROOF ROLLO W1TH • LORDED DI.A1P T.. To tocnil MV ES TC•T NIGxlri kf n To 0. TO uosunee TE S OT, Ann SP.. CIE UNOIRCL1 10 RP., OOP_ O TO OTTER.. 114 CPU. OF NRfika tc Imo APP RO VED TILL CoRVACTED 11T 11 oisT ABILITT T cCOE TO EXPESs 0 g5F US1r v OISTURE OiNEaes un s. hE SOIL THE A REA .0040 9Y OEM ANY TILL H... TO LLYEL ON RAISE INC TIT SH OULD OE PI.. IN a 1,0 TH. ALL OT T. TILL EN E ENa THIS v i_ 5.1110 EE FOt Or OSJECTIONA LTE L00 0nes A SM.. NC Y .T. TO PERIFT r. TO IL BEA .. AREAS VAT APE RUC... TO dE NETICIE111 VOE T UNOEFCVl TO ran g SOIL 10 111 OACT, FILLED W ON ..11 SP., C... SIC . OR A oNABLE 11L1 a51. 0:. rd 'r. - T. t14 APT S;bi, T4. JIN.O TR 0 003bo000 IN A OAT ANIT 'S xaioNi •av TY .0 .0 Rt. AMOAr. AND m xe«ercEo To IR aT Ic ;?;hm* 04 a4.4 4 5 0" lnlfl. 501) 01 FO UNDATION rLAN 1;F n++=6r+Ix 0'4001 TRckn eee 3-P M 0- 4,0' 7.P I.P BO 7�P ny Y.a va^ oso^ Y: P P41'7• P 19:514. 1 DI TOT STRUCT URAL FOUNDATIO N S CHEDULE Toa d Fe001Q *00400100155 y pi4FA IRAE Litapy➢Ortm T byjIKEA WAY TWO D OT E' r 5w met EAwAr TaaAQan 1 .0 root EA WAY OCR 1555• • T$ lI5EeTEAYor e,e O FT. Tb 0)ettw isxr+r oMenn ., 1T Ai RT$1 KE RT WAT 1T0R• SRDIT > 2.0' rt wWAr T/r ol➢9rt> ;t5)RTS NTRTWAY QDQ0REtTT .a _ _ .e^ ro' :seetPO C.iA WAYK5 *0000 ,T•0 Y.0' $5€1PQ C 8A WAY MRt¢QOTT y .DORA REEERWELO WORD N0T R REQUIRED H OWLS NOT REQUIRED HOOKS NOT REQUIRED HOCKS RQTREQUIREO LOP -14 / W T REQL RA P. , ... STRUCTURAL C OLUMN SCHEDULE -DRAWINGS vaanat TOO Level 005001,045 Length 4T4P40441120 P1 1 To 5500 Level 40.1540 Q.a IT 55)04 skim 14010NN s4*4` 0*1 55)05 r l0 U.. OA* e4 45440 !0 '501110 ,. W MUw eI •1405' 00149x0- 45000 041iu R3 5,4 Rem ark!__ (i7 0 iD, • eA #^ EN11w )Ill; a rya r nq A• 5 ( 3. me 5 a 54015 411 IY)I q 901. I10? liZE. 11111P 4011 N P V MBA NYT1 yin; 1 .To x,01 10'1,7 Rg.euL mu T I TERECr110 M.* TA N.y Nr .L wp• UIITOokOolOp Ewn nay >TETLT nRT s1 00 WHITAKER FORA TORY, INC. P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakertab.net www.whitakerlab.net Report No: 04/03/19-156 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA CONCRETE / REINFORCEMENT INSPECTION Date: 03/27/19 Inspected By: David Wood Area(s) Inspected: Column Piers — (See the attached field sketch) (See the note below) REMARKS: During today's inspection, the steel reinforcement and formwork within these areas were observed to have been installed in general accordance with Section 1705.3 of the Schedule of Special Inspections and the plan details. This includes: o Inspection of reinforcing steel installation o Verify use of approved design mix o Fresh concrete sampling, perform slump and air content tests and determine temperature of concrete o Inspection of concrete and shotcrete placement for proper application techniques o Inspection for maintenance of specified curing temperature and techniques o Inspection of formwork for shape, lines, location and dimensions o Concrete strength testing and verification of compliance with construction documents We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. oil,d7642,_ Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. 1 3931 \ 511 PREP RO W;T} St 3UD!tig riarrt4 LOWLPINO 91ax In ., L n,•. lill. .EE, D D FEET AN D 'I AR 10 DI P,TEn SUw DD Sr SIDI»FD 4I all V1011411111, Ta e n 1140 Lao °EYSI.NS O r( Orroolv r .: inffi E D lG N(3ID eP ONE,. WATTS Ea a s D o ' evOV ETD. AMR • 114.11f WARE Or C ?R e(L.K 3 dr R OME .1114,4, ENO EE/4, AriP LOCED SO 3 $ * Co MCC .R. E d o COMPA CTED M',UGC Aar+ APPROVED4TE In E ono 15 ET511.1. HC -D-IS) OACI, W ANY NINE, FIRM UNDERLIE 11 E SELOCATED a R Uu IMO ro PRO VID CUR II, C - n n: Y SACK OCO Gou CE II .111-9-1,7 N IL P LAC ID IN SO INCH 'TRIMxlEl<L5 LOCK E /1TE Rue COME 51401110 IRE PRO OF ROAM AIM • LOAEED 11R4OZ TO 1ME MERE OF INF EO M, 0E6 .6 SOILS 0- SOFT S lO rc E AREA SNORED SE UN DERGO 10 FIR. UM COO REPLACE cD CLAYS, 5o WOO 431,1-D-,51 114 INSRA OILITT PS CU L TO MESS KE SOIL. THE AREA POOLE Rd4.41 COO tooriActils -i 95X .otA ili Erir NICK L O IFS frIll 33uPA 4l(D IM 959 n4!B 1 T 111 TL1 L O I HIS P ROJECT !POMO C 011$151 Of 4 CICA N ra Ec 0,41111E0 CANE WON • AN.. N. 1. FMES 11115 FL. SEDALD Dr FPFR of D 11/m Y LDSrPSMIES 9xD ▪ FLICRNIC AREAS TN, TIRE aE CrIECCED H CIE its 041111 oxoEExcOUI� 1 T u TOE aim eau FILLED m N CLAN SAND, ORMSNEM STONE OS WABET 1111 e o n nten f EOrelER UV 4TIE 5O IAY OCm OR OR 0 Rlc 01 EA Il 'MOULD EL EEWO(<EO D OLCOMESCTEO TO trIE fi 64 FS F6 F7 FO F9 f19 (3 S' • 9907 (4 IDi 51 lirfvw E NEW Ei ma ;tux FOUNDATION PLATY K9 STRUCTURAL FOUNDATION SCHEDULE TWa TInc Nmse FSCe ng R kEggMg T.0` 7O' 010 6% WRY TOPS H@!T A T O -5 '0 0 '0%1 EA WAY -MPS VOTT A 3' Cr 7,7 . distitAWA rr`.ig,SD OTT Y-# Y-0" 1T(STE A.W AY TD 1Apg3a'T 7.6. 0 .4 (*310E% w.,4% 0884 ii11rT* Y®O 6SM6T ii£GU 9 9.3 if3* : ff T'{1• "O VA %W e wTOZ% SE7T3 A HOOKS NOTP(gl11 RED 134° 3W '!.3 ice' (A(Fr low%AAV TOF34633 + H OOKS N O(RE'OUIRED - 104g31f IXR +49 WAYl 4DCrls K:ff t5' 610197 LEY%OW WTI* BSOT' A HOOKS N OR REQUIRED 5 onzfrWOlir WRY <Me5 Wan . 1TSY Z .* . I r -o ORE1E0.0C .FA WA31 ASDOTTA HoaLSNOnttourceO 3:'•1• T a' 5.-z !3,010 °4(-F3.389 O sTDNLBDtto- N OM STRUCTURAL COLUMN SCHEDULE -D RAWINGS _ tW - - 1q9! - , Te¢I 3 ti Tq>Otsei Len9N ReesTLfsba* It*t Y'AA LAgI 4,717 CPA 177. 3117:3 TOONP Y Wn*Mt 14 !d Oast Woo., {3NI'Lar O ,. 01 •-r #5tk OPT TIF 39 Wool y* '4 (4 CS T T •A) 1B ® RmE:g YMfrnn I .1.11"rIf,1090°'1 (ig{7. Rem-. F; % T j' 9' Inc VIZ 0 # ud ; ti HA Iii (U4 4111 orr ` Ilhi 1137. a Ke ni C. 111: NE ltria FR E AOIROTNO /N OM L L NDV O.1 41E11.10 SLO WHITAKER LABORATORY, INC. P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info @whitakerl a b. net www.whitakerlab.net Report No: 04/03/19-157 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA LIMITED FOOTING INSPECTION Date: 03/28/19 Inspected By: David Wood Area(s) Inspected: Column Footings — (See the attached field sketch) (Please see the important note below) REMARKS: During this inspection, the items listed below were inspected in general accordance with Section 1705.6 of the Schedule of Special Inspections. This inspection included the following: o Verify materials below shallow foundations are adequate to achieve the design bearing quality o Verify excavations are extended to proper depth and have reached proper material COMMENTS: Upon examination, we offer the following observations: + Tests with a penetrometer found these footings to be in a firm and stable condition with an equivalent surface bearing of at least 2000 PSF. We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: This limited site inspection only reflects the condition of the materials at the depth and location tested. This inspection does not construe that the slab, footings or pavement have been properly designed so as to carry the applied load. This report also does not provide an evaluation with respect to pavement section thickness, foundation selection, bearing quality or potential settlement. The above test results are not to be considered as a substitute for a recommended site specific geotechnical investigation. A site specific geotechnical investigation which includes SPT or CPT data provides information on underlying deeper soil characteristics whereby recommendations can be provided to aid in the design process. Failure to conduct a site specific geotechnical investigation may affect the performance of the structure or pavement. By accepting and/or relying on this report, you acknowledge the potential consequences and liability if a site specific geotechnical investigation has not been conducted. If it is your desire to obtain site specific recommendations for foundation design and/or pavement construction, or if you have any questions about the meaning of the above\ statements, you must promptly notify us in writing and stop work until the geotechnical investigation has been completed or your questions have been sufficiently answered in writing. In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. 44 4. 4'42 4. 547L.i 9424 41T494 '4dEItlfh ,s.I AUt4t14 ea,' r r4, 70 ,b R. 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P ` Y$ ngr :Q,0.FA W4Y1 11 047111 4 __ 41*4*t4HDl'AE4u114D 144 ,. 7u I. - 414. 444 8(.1 1 94.4 84.42717± 84 4°g 9faameN4 R1 4re Tr,r4 ,4 4"i 411, 17Fasl# t:1 19'42 la, -0.4c4 404 7iie.n.49 , 44t79NtiK4 •412 44 4 4 (40 1WQI151R1ttiki ntrlf He tLM]iN60!%1E G STRUCTURAL 4 014 .1 M91 60.EIXs E4Lan 4468' V4n1y 0..44 1014Ji nnInnnenlas 4.44 - MP 4414441 4` •1 try 47$44( •1`i° IY Ar 144,4 64447` ••0 44 N c Au s 442 R . ti0 14.144( 5, 1111 0.04 1&.'• t3:1;14.1111 - S1.0 S1.0 CITY OF TYBEE ISLAND 403 Butler Ave PO Box 2749 Tybee Island, GA 31328-2749 Ph (912) 7864573 FAX (912) 786-5832 Vendor # : Issued to: 01-011067 LOW COUNTRY DOCUMENTATION SERV MULTIVISTA 125 PARK OF COMMERCE DR. STE 2 SAVANNAH, GA 31405 F.O.B. Point - Tybee Island, GA UNE UN1IS PURCHASE ORDER PO Number: 19-43505 This nurrber must appear on all related correspondence, shipping papers and invoices. Date: 0 4/ 02 / 2 0 1 9 Requisition #: Ship to: CITY HALL 4 0 3 BUTLER AVENUE TYBEE ISLAND, GA 31328 19-43505 Terms - Net 30 days DESCRIPTION PRICE AMOUNT 1 0.00 SCIENCE CENTER 100-7220-52-1300 INVOICE #3966 DATED 4/1/2019 FOR MONTHLY DOCUMENTATION OF MARINE SCIENCE CENTER PROGRESSION. AMT $253.85 Purchase Order void after 90 days. 0.00 253.85 Special Instructions: I agree to provide the items/services listed on this purchase order and accept the Purchase Order Terms and Conditions that accompany this form. TOTAL 253.85 Authorized by Date For the City of Tybee Island Supplier Acknowledgement Date too -'7c ?C -ST 125 Park of Commerce Drive, Suite 215 Savannah, GA 31405 (706)338-5773 b.feemster@multivista.com http://www.multivista.com invoice BILL TO City of Tybee Island 403 Butler Avenue Tybee Island, Georgia 31328 JOB NAME Marine Science Center ACTIVITY Monthly Documentation Services Monthly Documentation of your project to include some or all of the following services: progressions and exact -built documentation MVID 55431 Low Country Documentation, LLC 125 Park of Commerce Dr. , STE 215 Savannah, GA 31405 T: (706) 338-5773 E: b.feemster©multrvista.com www.multivista.com (H:t .L;\C THE WW THE CONSTRUCTION iNDU DOCUMENTS PROFECTS: INVOICE # 3966 DATE 04/01/2019 DUE DATE 05/01/2019 TERMS Net 30 Remit to address: 125 Park of Commerce Drive, Suite 215 Savannah, GA 31405 Please Notice This Is Our New Address As We Have Moved Location BALANCE DUE AMOUNT 253.85 $253.85 Client: Project: Sample WHITAKER LABORATORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report City of Tybee Island Lower Portion of Tybee Island Marine Science Center Column Piers - see the attached field sketch for the approximate sample Location: locations ❑ Building ❑ Pavement ❑ Floor ❑ Wall ❑ Slab ❑ Sidewalk Report Number: 1370 Report Date: April 02, 2019 City -County: Tybee Island/Chatham Job No.: ❑ Footing ❑ Curb and Gutter ® Other SAMPLING DATA Date Sampled: 3/14/2019 Set No: 1 of I Sampled By: David Wood Time Sampled: 1:15 PM Placing Method: Pump Truck No. Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor ❑ Grout ❑ Prism ❑ Flexural ❑ Beams Lab Technician: Date Received: 3/15/2019 Mortar Cylinders ❑ Cubes IVHX DATA Specified Strength: 5000 Mix Designation: 509 Gallons of Water Added: Time Batched: 12:18 PM Plant: Thomas Concrete Truck No.: 3427 Ticket No.: 214778 Load Size: 5 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 76 °F Slump, Inches: 7.75 Air Content, %: 5.0 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 81 °F Allowable Slump, Inches: 8.0 Allowable Air Content, %: Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods. ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Number Made Received Days Issued 1370 3/14/2019 3/15/2019 7 3/21/2019 1370 3/14/2019 3/15/2019 28 4/11/2019 1370 3/14/2019 3/15/2019 28 4/11/2019 Note: Max Load Compressive Type Cross Section Average Strength PSI Of Break Area-Sq In Diameter 111305 3920 1 28.37 6.01 All reports are provided as confidential property of the client This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength ofthe area described in this report. Results in this report pertain only to the actual material tested Page: 1 of 1 WHITAKER LABOI ATORY, INC. by Joseph M. Whitaker .azr 1 A 941 , = b aa1 0304 0caik 3a_ 00101501.104 0113505 1.i1ri3}314k1 %15155•• 3Ba'siel.. 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A. 04N0S3 W 20314*. 1 •41. 40.1 414 14 3440.. . 0 6 of 031 411 0.044 0 Sur 33111 00111 06 032nd 30 / 4 00x1 5 111””«5 301 334.40238 1 05TI1 03 6300.1 8 11 10 031, 311411 35 x1111 aino.S 6 Nv 1334 axv 101 03 ..., 3531 i0 .30 0612 30 01 01105 5 0016]5030 03.0 .0 a0 531011 00 013 MO M 13015 J0 140-X110 aidv0 301 3301190.1 03 0115 17338 N01.1100.1.003xw4 1 nw33M 010x0 3 36300 01110x113 1,103X. 01 a30 111130 .63 30 013005 3001,850 31 6 5 1003 ax11. em6 0.0 013010 17 1O 113 1919 le 1T 0x(( 30 v 15 11073 331 01 1.11IV Mll e -5 140 11 + 1101130315x43 01 OO Nd S011a5I4 3 16 95 004000334 *4110 -'E--5140 1 WHITAKER LABORA TORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233.5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Column Piers - see the attached field sketch for the approximate sample Location: locations ❑ Building ❑ Floor ❑ Pavement ❑ Wall ❑ Slab E Sidewalk Report Number: 1390 Report Date: April 02, 2019 City -County: Tybee Island/Chatham Job No.: ❑ Footing ❑ Curb and Gutter ® Other SAMPLING DATA Date Sampled: 3/18/2019 Set No: 1 of I Sampled By: David Wood Time Sampled: 1:20 PM Placing Method: Pump Truck No. Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor ❑ Prism Lab Technician: ❑ Flexural ❑ Grout ❑ Beams Date Received: 3/20/2019 ❑ Mortar ® Cylinders ❑ Cubes MIX DATA Specified Strength: 5000 Mix Designation: 509 Gallons of Water Added: Time Batched: 12:29 PM Plant: Thomas Concrete Truck No.: 3427 Ticket No.: 215466 Load Size: 7 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 64 °F Slump, Inches: 8.0 Air Content, %: 6.8 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 76 °F Allowable Slump, Inches: 8.0 Allowable Air Content, %: 6.0 Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Number Made Received Days Issued 1390 3/18/2019 3/20/2019 7 3/25/2019 1390 3/18/2019 3/20/2019 28 4/15/2019 1390 3/18/2019 3/20/2019 28 4/15/2019 Note: Max Load 103549 All reports are provided as confidential property of the client, This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report. Results in this report pertain only to the actual material tested. Page: 1 of 1 Compressive Type Cross Section Average Strength PSI Of Break Area-Sq In Diameter 3640 1 28.46 6.02 WHITAKER LABO ATORY, INC. by Joseph M. Whitaker Lt7 ^tA g1 0001,00140 SISi.,P CCA.°VF3aI_9L7419INFIPii q myLPING RIDE AND au AREAS r0 DT PAWFO, SHOu.D RE STRIPPED OF ALI W REIMIHR I IDA SOIL AND R001 SYSTEMS x eCE 5r0U14 B[ ESIABLISNLO TO aR v7NN R WA57P CO0OII(R M1xM ixE cON ..IAu.lrO R AR EA D iD Fecn l erz rx[ wro pux-wFCOI sT>Au WAILP. ANT SUMP 5 OP DIN ER DEPRESSION S CLEAN. OF LOOSE RATIRIAL AND DEBRIS AND .01,10 TON BE MO RPM,. FILL NC SA CS FILL SNOL, D RE PLACED 114 SIT INCH TIRCA .11, 0.PACTED TO SSR DENSITY IN ACGORDARET W ITH 1 P i I t SITE SNOULD ME R[ 0 TED AND ITIL MENIALSRACK LLLU elt11,1 u LUIS ANO CO UPAC TTN E D6 CPAOL SPOOL° DE PROOF. ROL. W. A LOADED CO. TRI. 10 ELOCATEans•Du AREASob SOFT DS SNOU LO TKO RE BIPESIDATSO 10 OMEN. INT CAUSE OF IRE UN SUITABLE n E o FloL .GA AS .a ORGANIC v TI LRCOMPACT CENTS, IN s mC O E KRIM 0A A xt W [ A Stw -D- gYSO r ,rtO Olt INSTARE. ITYs DoE S 57UAL WE o1NSRW SC SNIABLEE.11, TU[ AREA L 0E MO* Ala ODNWP;1t; ,0750 «Mr 05 [q 3101 SW2N T 1HE 05.54 5M 1 14 It *0 rib (4 4701* Re A 5e 98ee,4 }: OF TNT FILL P HS PROJECT SNORED CONSIST 0, MA N FREI DRA INING SAN O W ON A F ISY nHEs «ts FR L SHOULD 6E FRDE OF SRI[CU ONA RLe ROO TS -CLAY LUMPS ANO OLORIS ALL FOOTING EADAVA lIONS DC CHICK. MITII N.G [rtP TO P f.r1 IRE SOIL BEARING A c1 -DETERM INED 000 0 Mu SOAL RACK FILLED wlln CLEA N SAN DCAMS,. STO NE OR .IO WABLI ION rA t1LP 1 k. r ietruou um, ...o r 01004 0* 40••4*5.55 .. 0 t0 °A kI1a. R a - 0 30PA .*FIN Iii + .ac0# W53s 7x41 Arc D7 06 405 1tt4 .V1f5` 550716! 100 0 h 04 0401 4 v1 40561,0100 Rt KbW EO RL0Srt Brae y.— y N3.t WOE ,1! BI) 19! . 90E (491 wr @reoc F,r ,EpPAL La .A« FIKNPA r rliAN S9 B-0' rm 19-0' _ FB 14' -0' 49" i•r fl.. -,L 189" 17- XO' STRUCTUR AL FOUNOIA TON SCNEOULE qpy t6IYMAY zraNkeur, er en,*we aan7 terT TR rlr pfnE A NMY tfap46074.a 5041 AIR 44LV1A1v7 '8 '47 I B7 iLW Y I SEO3T:, s4Ir MRYRAY®T 0*s ?? {LSI t7SHGRY WAY 4'1Optt Kin, td Itciv'w7a[t4�bLV: t&piLr?4r _ _ ;Egrt¢F7 gpY WAY'✓fpMA60i-i r,�'- sa�lI 55 OL `i waY.irs 's .eots>'.. 'molEaxarRrsiunEo +fg7W9A EA WAYpTp9P&BUTT E ._._ IWliKS tEOT,�0UIPEO .., (k1?) HOOKS Nflf REOlKREO MOMS war rE00[REc NOO Kil7OTREOUIRE D YODNBNOTI5*0IMtEO {6fRdrItIr LCfXt6'tW MtU YR1AC7F _�.. 7+19 6" $m11? . tu1@tE— B5. 1713 t. tU Di RA 111 J 4I* ,N W ui az ti 6) zu rw g t73 W 0 0 0 a ag e I (REn w. nr.H ,,ra n 5 r # 51ILR. WHITAKER LABORATORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Column Piers - see the attached field sketch for the approximate sample Location: locations ❑ Building ❑ Floor ❑ Pavement ❑ Wall ❑ Slab ❑ Sidewalk Report Number: 1414 Report Date: April 02, 2019 City -County: Tybee Island/Chatham Job No.: ❑ Footing ❑ Curb and Gutter ® Other SAMPLING DATA Date Sampled: 3/21/2019 Set No: 1 of 1 Sampled By: David Wood Time Sampled: 1:35 PM Placing Method: Pump Truck No. Specimens Made: 4 Specimen Type: • Concrete ❑ Contractor ❑ Prism ❑ Flexural Lab Technician: ❑ Grout ❑ Beams Date Received: 3/22/2019 Mortar Cylinders ❑ Cubes MIX DATA Specified Strength: 5000 Mix Designation: 509 Gallons of Water Added: Time Batched: 12:31 PM Plant: Thomas Concrete Truck No.: 3538 Ticket No.: 216468 Load Size: 6 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 65 °F Slump, Inches: 6.75 Air Content, %: 4,4 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 70 °F Allowable Slump, Inches: 8.0 Allowable Air Content, %: 6.0 Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Number Made Received Days Issued 1414 3/21/2019 3/22/2019 7 3/28/2019 1414 3/21/2019 3/22/2019 28 4/18/2019 1414 3/21/2019 3/22/2019 28 4/18/2019 Note: Max Load Compressive Type Cross Section Average Strength PSI Of Break Area-Sq In Diameter 138113 4850 1 28.46 6.02 All reports are provided as confidential property of the client This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc, This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: I of 1 WHITAKER LABORATORY, INC. by Joseph M. Whitake Or,P e41*ABATWN 0011 01.10711 Aa *"(5010 I PRIOR /0 SIN AND All AREAS TO PE O.RUOI ST ALL DUILDING AREAS PL. AT LEAS/ al STAMPED OF ALL VEGETATION rTOPESOIL A RO ON EACNOr SI STERS E SP E DRA FRADE SNO W] DE ESTA BM SNEC TO PREVENT PODDING WA TER CD CONSTRUCTION AREA AND ,O FACILITA TE ,NF PI -O Or STORM WA TER ROOM TN T ] AN T STOM P MO LE S OR OLDER DEPRESSIONS SHOULD DE CLEA NED OF LOOSE MATERIAL AND BE x0 SHOULD 114,1 TBE BACK FILLED MN APPRM TI OVED Ntl NL BACLL sMOAB BE PLACE D IN s0 DIEN TRIM LIAND COM PACTED TO DAN BEDSIT, IN A CC ORDANCE OD D AS TH 0-IaST FT] D ANT UTILITIES 1.1 UNDERLIE lilt SITE Sn0U O BE RELOCATED AND NIL TR ENCHES x01.0 FILLED DIM APPROVED SOIL THE B CN TILL SH OULD Of PLACED IN Sp M /WiltMOK /WiltDI LS ADP COLIACIT D TO 954BON DI" d LC Cnx ourer LAITY ASTII-O TSS+ IDE DUE E VADE nom RE PROO F ROLLED MTN • LOADED DUMP S D0 UN STABLE WT /SUB, 1410111,014 ••MOU 4444 01 *K amen l4 R1f+WYSTE BI LOCATEUER TO 044 0 4114 1 S41 V,gN0 400 M- SMm0+fbE sak s. such 01 ,00940 0 4014 * Rod a. rE E;S4,- E '#A 4000044 It 4040Ar, 4RO. SOIL AD O 0006400 0 e•I 04 0011 014 4 COYE'A*TEa Ca 00 WED TRION n5 TO a INNIMUM DENSITY ACCOR DANCE 57. t TNT INttfO EOS STABRITr DUE TS MOISTURE RI R OMW141,6E SOBA BLI STHE A REA SHOULD BE A AN T TILL R EQUIRED TO LEVEL OR RAISE INC A LOO SE LETS AND COMPACTED TO RAD RONDO ' Ix ANO ULO CCORDANCE VAR IN II 44 44 IN E nu. FOR TH IS LD T 51DDCD Ms4T CIE A CLEAN TREE DRAIR IDC SAND WITN M.. 01 ISS * KB MSRT CC SHOULD BE MEE or O BACITDWBLF R00 T5, CLAY LUMPS A ND D 0 11 roar,. 0YRa0Rt0 M5 t jrypp4IM�9 04 grouts .4M a NOM •100'000{„4 70 40RMY THE SOU *540041. 10410 40114 +A4 WETL,NbR0* 4D as our, 1t ;O )S pyPREMI TD FIRM 0041 AND War *4000 0u0• OS44N 4LK. EY0ER{L 10014 H 0044000 000. S tro104EW41MO •400*0 TU 0*DIarmA0UM P 11V :WV., A OTHAVIIT UMa 0 SAM 4104 ' M ML-wEMtO .R1.@ a4Ul Tx0E OF[ 04 B#11 ES60# 40 9i ,00 0 1V.Err ` 4'OHr. GEAR S GE BpOH Ri LR : bk DYSPCR Eo AFR 1400 r .! 411. . 01 1 -4 04TOCEREF ETSB OL BL•xTi S TWA19RN.EYVE0A7EO N000 0luc Tootil YIf Y&N T emaa RIM, 1 4. Aswlw+ 2,4r rro - (EI Nu IIv, .LBED 09[10(, 1�1 ,air 10* X C ' 2K Rai YdwRPL%19Ri ra b'8 ar a.E0 T4 Eat MIAwAynga U]rT 0s Pe r . Era 7•0' 4444 4Y1»eA vOer.Tona9aEi . 4 r:a' 44.00 r. 74, Ee1art a 0644&ee: � Da 40 $'h' ? 44' rd IIfriaa WAe rt # F4 33,0. rs r.4r 444 �aYtrilYA +TAr, 500T 'p F ro S0'-0` 9a r•$' 444 ADN414/4 4Ea4OC4C .4. NrOr 040 k1F4 ' F•9' 0RRw az eA eAtYSIOPILIO j0': T9P.x Ee7'.TT4• r.er : s -c 1 ,44444444, eAnDL vslanat�E,°+:""' 4AM11s0e1 ''i #4, y'4. - +LtaI .TEAkra , wREa 11401011.101,02,00 H OOnYrifileallEP ONSONA NOTIQaURILD mss} 04TLT 0. 10 00 414 1 i 1 L PO E; EH H *nit IR ANROFnAF.IA WHITAKER LABORATORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233.5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab-net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Column Piers Location: ❑ Building ❑ Floor ❑ Pavement ❑ Wall }❑ Slab ❑ Sidewalk Report Number: 1478 Report Date: April 02, 2019 City -County: Tybee Island/Chatham Job No.: ❑ Footing ❑ Curb and Gutter ® Other SAMPLING DATA Date Sampled: 3/26/2019 Set No: 1 of 1 Sampled By: Contractor Time Sampled: Placing Method: No. Specimens Made: 4 Specimen Type: ® Concrete ® Contractor O Prism ❑ Flexural Lab Technician: O Grout O Beams Date Received: 3/29/2019 Mortar E Cylinders ❑ Cubes MIX DATA Specified Strength: 5000 Mix Designation: Gallons of Water Added: Time Batched: Plant: Truck No.: Ticket No.: Load Size: ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: Slump, Inches: Air Content, %: PROPERTIES OF FRESH CONCRETE Concrete Temperature: Allowable Slump, Inches: Allowable Air Content, %: Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-172, ASTM-C-617 Lab Date Date Age Tested/ Max Number Made Received Days Issued Load 1478 3/26/2019 3/29/2019 7 4/2/2019 130076 1478 3/26/2019 3/29/2019 28 4/23/2019 1478 3/26/2019 3/29/2019 28 4/23/2019 Note: All reports are provided as confidential property of the client. This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 Compressive Type Cross Section Average Strength PSI Of Break Area-Sq In Diameter 4550 28.56 6.03 WHITAKER LABOJ ATORY, INC. by Joseph M. Whitaker WHITAKER LAB ORA TORY, INC, P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-6061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Footings - see the attached field sketch for the approximate sample locations Location: ❑ Building ❑ Floor ❑ Slab ❑ Pavement ❑ Wall ❑ Sidewalk Report Number: 1287 Report Date: April 02, 2019 City -County: Tybee Island/Chatham Job No.: ® Footing ❑ Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 2/22/2019 Set No: 1 of 1 Sampled By: David Wood Time Sampled: 9:45 AM Placing Method: Direct Chute No. Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor ❑ Grout ❑ Prism ❑ Flexural ❑ Beams Lab Technician: Date Received: 2/25/2019 El Mortar ® Cylinders ❑ Cubes MIX DATA Specified Strength: 4000 Mix Designation: 409-1 Gallons of Water Added: Time Batched: 8:30 AM Plant: Thomas Concrete Truck No.: 633 Ticket No.: 210061 Load Size: 9 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 67 °F Slump, Inches: 7.5 Air Content, %: 1.0 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 76 °F Allowable Slump, inches: 8.0 Allowable Air Content, %: Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Max Compressive Number Made Received Days Issued Load Strength PSI 1287 2/22/2019 2/25/2019 7 3/1/2019 107417 3770 1287 2/22/2019 2/25/2019 28 3/22/2019 145976 5150 1287 2/22/2019 2/25/2019 28 3/22/2019 143446 5060 Note: All reports are provided as confidential property of the client. This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 Type Cross Section Average Of Break Area-Sq In Diameter 28.46 28.37 28.37 6.02 6.01 6.01 WHITAKER LABOIATORY, INC. by Joseph M Whitaker *0 1, t0. • tbs nzt f 49w 1 4b g0. I nu f u 4 le4c 11 FLZ FAC aet ta5 M r i 4 e• 2222. FII Au 0*4 c'. l. . .2 . k 01 %i. 22 - 121) t 0401 2222 0441. 1 it 10 0h M Y9 AF .1 ?La [04-4444 0? .NN . TM 04:!•484_. 1 4ta W. !!80. 47* 4.4 M rr1 OR Ai00 tjN%T 6, 04. E 4* ntratis t 421 m AtILIA L 449 @l.., 2.2 22. 112 F* 4 12 12. 22 524.2 if M K45 t% 169 t 3! 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IWF@FM Whit 47 EA 202.4721 41 �bir,A WA • 10 ..1 01 PI V4744 4YW 1Pbbprf w. c'a1#7EMJ4r W4'4Araa. b parr, . iitlf rli3Nk MfAYt[tIP; 3434•'- - iltvr y4I ggWAY.T4p491Y17,. 2 2220 1 a KAY 202291:212 ,9F¢t4" 4QU W 1, YOPb95'Sb" I1 4. s--- fb119K 4*4 ARi4 1f.��r �91/I,E4 .Id/ tiF OttC�SB�E£(5 .. . 1gglL4MlTT erzawi k rtd6l<±h6f7E0111Fa STRUCTURAL COLU MN SCI1EO411.EORAW4440 19#Lzr0l r90C44M 0. 40491 1*, _ a Bata. i 4734 4 #4 ifi..._.. 19* 4?*4li tlla3p4R .. 341;,;8* #tA0 Wye 0.i" .- 41' 4, it >c ti!r 4 11 4444 5 41 til ‘,1 oty)Id fti 00 Nen. eV st1z.2112. ems• S1.0 WHITAKER LABORATORY, INC P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakerlab.net www.whitakerlab.net Report No: 03/28/19-152 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA CONCRETE / REINFORCEMENT INSPECTION Date: 03/13/19 Inspected By: David Wood Area(s) Inspected: Column Piers — (See the attached field sketch) (See the note below) REMARKS: During today's inspection, the steel reinforcement and formwork within these areas were observed to have been installed in general accordance with Section 1705.3 of the Schedule of Special Inspections and the plan details. This includes: o Inspection of reinforcing steel installation o Verify use of approved design mix o Fresh concrete sampling, perform slump and air content tests and determine temperature of concrete o Inspection of concrete and shotcrete placement for proper application techniques o Inspection for maintenance of specified curing temperature and techniques o Inspection of formwork for shape, lines, location and dimensions o Concrete strength testing and verification of compliance with construction documents We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. 4-0-kek (ALA,4cEL Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. ICA 111. • tl Slil 1410"711.11471 S:'91til }114M1%11_IUILDING • A Do .. 1 11.1 t1 1)1t W 14,1 a1. a. rn0 ... .vi.T. .. ma.. r ..,I. N. 'Ma 4.11111 T lILv 1 IT E 1.105,0 TO PO CONS1411cTIO 4E1 APO TO FACIL1AFE 1„t .a, ..n. _ r OT 512. ,.rt. lta 50.111.5 Inn ",. A. 014,A H OLES OP 010 . TOH SaroxS .,.1.1111Al .0 .L At. sTTOULD 1- 11. RS PACP. Mal] 0IE OAC5 111, Sip ., AS PTA,. I 50 NOT 1iOCa T., .rvo CaAIFACTm O 1c 1_s OFi.r n, ACCO .OA.CT W AN A S1M_o isST C Tar CAUSCxt O P P.LCIR t 1.S.F me IT TAPss L1P1S TO a 1. 100 0 Ns . NA STA0.1111 .rv,S DVS TO TACOSLouc•crm 1 ASP. Ct.,r 1,1. It O 1,t o at= s,OVLO .t . ANT ILL NA0011,15, 115 1.1all PA- I. TT 11051 IN R 10 11.11. 1 I cI1 -• rt L;Y. • L,t Fo ul BEA TITN I Ax.r oA T,ONS s a At l _ N t1 . 1.a. num . �. •� WAN 1..a .oT Ant -u`;PEO r ,,,, ..„1 L: t- ... or o n4,. SO IL . .o ea a J tAa N •r Ml. n1. 11.111. 111 4 1.1111^:a:1 M • 11.1. rnro= . 44.x1 wa r . a+.ar 1C r a A{ (Ai) 281 21/2 1.17' 1.1I wII 4 1 k"=. f 111 it w" CO St CM Ct 0 C1 tiwna cL•a of v/Y L FOI ND A11UN rR,AN 61Rl1CTU RAI FOUNDATIONBCHEDULE 1a1M ark VOW W.GE Thanaa fala st tO 16' 7 7 74' ff 47 - t ip• 7.a 77 _F3 T8 PAP Ya E'+1' d 6• 7•a 77 F7FS FS T] ' I0^ 7.a 7.O• I7.7 f'-0' r •II F8 1.41 I7 7 .8. F 1714' 1714' lor 710 II.T'4 »- r t p sau CL C3 CO Es 14 11514.15 ... 4 VON." '714 m7 WE TTONaq WV 7 .114!X1 !. 7 try 78 Rt e.r. aan, (41 a EA.WAV 1014 GOUT• Si 441.8 W,LY YDPl B07T .. .11/FA WAY •112 .1311641,. me EA 47Av 7CP}me, 4171E4 WAD 4104i 7477; I.WA}1 en RE0T1AF0 11E117EA WAY •TOLL KM• roNN11.11 741.1 77 ,70*& EOr7 . 1 111 ft 11 •1R7 WAY 'YtiP 11TZITs [1N1•ilM11WAY ”V341,Olt' 4400KS N OT REQUIRED 1111 ET E GR7WAY 410P} 8011 3 se pF1' OS 1! 7,A7 x00449 001 ' HOOKS NOT REQUIR ED Tap1 aOC . FA 761.7 RM}WT7>I 44001IS NOT RE QUIRED as r Al /10 TN0MN (a1w Ladd WAWA.84. 111, Lrv.b 144 Uay 11r+Ly Raxa% (103 69 NUT 4444,4 .40 1SOnn N Q7177747O STRUCTURALC OLUMN SCHEDULE-ORAWIN 03 Tap O M.. Length 1.. .4v 1.. -3{718 P.1 T? C7 Mt 151117 t 44 717 711817 •3a' 11, 4" 7418 x147 440' 17 0 1/ N1 •341.1- .117 (7.1(277 7 (741 8814( 7 n+ 133 1111. 11, - 1. Rama141 II. M av, no .7 OW, 1 1 y DI zy 1118 1111 110 • 1 % C1 In 1 9. ,r. o q o%tiN 41 "ln 11 n.. . I ?{ ._ ILELL13."13 1. WHITAKER LABORATORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakeriab.net Savannah. Georgia 31405 Email: info(iirwhitakerlab.net Compression Test Report Client: Project: Sample City of Tybee Island Lower Portion of Tybee Island Marine Science Center Column Footings - see the attached field sketch for the approximate sample Location: locations ❑ Building ❑ Pavement O Floor ❑ Wall O Slab O Sidewalk Report Number: 1313 Report Date: March 28, 2019 City -County: Tybee Island/Chatham Job No.: Footing 0 Curb and Gutter 0 Other SAMPLING DATA Date Sampled: 2/28/2019 Set No: 1 of 1 Sampled By: David Wood Time Sampled: 8:45 AM Placing Method: Direct Chute No. Specimens Made: 4 Specimen Type: ® Concrete 0 Contractor ❑ Prism Lab Technician: ❑ Flexural Date Received: 3/1/2019 Grout 0 Mortar Beams ® Cylinders 0 Cubes MIX DATA Specified Strength: 4000 Mix Designation: 409-1 Gallons of Water Added: Time Batched: 7:33 AM Plant: Thomas Concrete Truck No.: 626 Ticket No.: 211439 Load Size: 9 yds Test met project specifications ❑ Test did not meet project specifications Air Temperature: 65 °F Slump, Inches: 8.0 Air Content, %: 1.5 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 72 °F Allowable Slump, Inches: 8.0 Allowable Air Content, %: Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Max Compressive Type Cross Section Average Number Made Received Days Issued Load Strength PSI Of Break Area-Sq In Diameter 1313 2/28/2019 3/1/2019 7 3/7/2019 108280 3800 l 28.46 6.02 1313 2/28/2019 3/1/2019 28 3/28/2019 190364 6690 1 28.46 6.02 1313 2/28/2019 3/1/2019 28 3/28/2019 193953 6810 I 28.46 6.02 Note: All reports are provided as confidential property of the client. This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested WHITAKER LAB RATORY, INC. by Joseph M. Whitaker Page: 1 of 1 116' is ono Cl f'9' 727 stli -4411: _ •um Pr iit, (It IN, IH:CA st. r )111 lf minx 111,1 I II! Ivii 1.1,,.0,1, i, • r / 1•.. 1 10 1.11 A ND AI I C000111.0.1. Wh,u//I HIE 'CD err is( IHL CnSt 01 MI ,I-OV, ACtEo x ,,. 0 SC 9,10L11D 114 Ora; ,11.111 mat -. x. clo xc ecaur.,m 70 5l 1.1.41 k.ri ` vi 41. r F9 WO' F9 5'•7 FIO 15'-2 fl 2 11.1 I sr . C. `191 22 WO 21 '113 sa '140 ca re =6-6- i-- ' i ',:O VNDAUON PLAN 1113 SIAM Sr s t'a. WO. 78 N4. r4 • 7y' 7A' 0.404 STRI ICTURRL F OU NDATI ON SCHUH:LE Ito 01 I 1 TIWssem Fodmg 6s •+ stsr ssi 7 0' rP Y @I14E1•WAY 41issi6OTT • T.1 LA 0400 • 000£ SOT* 1-0' 1d *or CA WA RU.a MR • 7 .0 ' 747 171.11 " W,Tv .112411 $217 • 1 '4 It/ 111A WAY s7741.ocr, • 2'-0' T'b ' liry 171,0 VIM 'TOP 1117/7 • ?- a' 70' 4010r 20 6,0 YM Y st0R 1WTI • 11411751103T 1/04 30]12. 7 • ' 1' -0' 4401./ILY.01YA Yil '0.30i/T• 1111) 30001 WAY . 000 3103 s r •0 ' 7'Q' 1804700 1A 111'24 iew oi • 2' a• S8 14010'OC FA 155W '003001OTI • AS l+•or 170.4 440144 409Wlg ,0.•44 1.1ort,g TCF Level 1 TopC+. R Length 6-6»4."4 4.4 i? 0'4122' .Lnd +,n l. enl 141 b. ♦r .S3 •- rn"b 4T `•y 40s1 Rem3fFe . -.24x6 Nat 010 000'0 02.014.121 4 04 212 011 0201[{1147* A1G +11b HOOFS NOT RE0US0E0 H00F8 NOT 62001100 012244140/11000/0 STF,00TURALCOLUON SCHE DULE -DRAWINGS vests * Remfomsment I i111/ +.0' 14 17111 114 4711! i ' 178 4247 .114 17.10 ler I/t1 Yrs sl y 47 •14,'7 •401 '4017 .2310' 04 46,1 . IK' 40 ♦a 1• A!1 I '" a 4040 N•Ir r pa fte 004 110 .4 `: ,404 6 411 11: u1 uIo 44 ihiji � • 1410 111: 1 ill• 40 S1.0 WHITAKER LABORATORY, INC. P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakerlab.net www.whitakerlab.net Report No: 03/20/19-166 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA CONCRETE / REINFORCEMENT INSPECTION Date: 03/11/19 Inspected By: David Wood Area(s) Inspected: Column Piers — (See the attached field sketch) (See the note below) REMARKS: During today's inspection, the steel reinforcement and formwork within these areas were observed to have been installed in general accordance with Section 1705.3 of the Schedule of Special Inspections and the plan details. This includes: o Inspection of reinforcing steel installation o Verify use of approved design mix o Fresh concrete sampling, perform slump and air content tests and determine temperature of concrete o Inspection of concrete and shotcrete placement for proper application techniques o Inspection for maintenance of specified curing temperature and techniques o Inspection of formwork for shape, lines, location and dimensions o Concrete strength testing and verification of compliance with construction documents We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. 4.uakidk F oukit42--. Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. w \ T;q LIv)8 \ 41TC PREPARATION erQIIIRERJFNTS AT DUILINNG D or A frlL M k ma ss _ a ♦ v a LE on .v rn ST e�.m rep � ROOT SYSIEDS SRL OM.. 5.00 OE MMUL/MICO ro MM., MI.. v rsTER oonommtsCVMTR001,D11 AnE AREA mo ro rnn uu,E ME RADII Soo -om aI ma ., w atts wtIIN ANY Srko s NODES OP E mr, sum. LI. ,1 Of De, PILLED mil, 0 1,40.0 PM TM NA SD Elm sumo, or ELSOC911, SID In( mM, Dom a5mT 111 Dist,,Pou SLID RR MEP. 101 Sm.," tit PMCEDI km r I A f D MOD v AN S u. N IM EMS OM, DIMULD DE PROOF Man scr o A imam 0 mop m 70 ,0,10 ROSIAME 5 N [ ' ESMSr lo rfi , n Eor am +, MOM,EO .s YS LAINE MIn S7OULD 1.0 041 10 !SOD SOIL MO 7:110 Me al, rck C ED ISM iMDRoME DE .,. SOM. Mt p4,511001.0 DEE me i.+ Nib 4-:W #v '=ttc W el, SM.. er am ME MENDIELO lu Coq, 011 ME DOE roN.S o .s ATT w ry #4 Mst4 c.4 et4a 5 4 3I"w . ssoMs A Tao �) ,a apejt i;K �COra a T> M ..... at %.ptl w1 /4 MOM,: 4*4 aCis e4 4 4(4. -. s; M k x M M om mi sa.. mic S2YAvv s ,mio as 4 .m _ ,x• kmimais t ees s• a C3 fIM vn lALR LEIa 3f a LriML 1 I's, FOUNDATION FLAN fJSGtW LTa e4 STR UCTURAL F OUNDATION SCHEDULE 70014 temtt Ydmk TRsiarkS EA 4 T• Yd E'•t' r4 ' .e• r•x' r4, E6 T4P r0 ter r ur rHr to :-d rkr bw z•i . WO' Ira O a All TE* stra R rrA U4 �163EWAY +1010 84TTr (9.6 4A VOR' NR'S DPT:> *fists Wa r .'i'r{+'3 SPTTi METER. A 04(Y T#44OT * 1AA 7)44ti WAY Mir A$PTT3 07)471 a InaY.ats n air � le!i x.K"i vAr atCPA AMR r eigA AittWAm alkkA SARKS 4 if+�PRL4T� .r vAx=T6, kEonr neTSHOAT wo 4100 R% r, 7. ..48 OC E4 WAY+E*e}OS 04177 eag1C•OC EA waY .TD4a@ATYM To Le val rep OResi Lengt Men Lev# a •-7le r 4-4 la" ma, Limo . 44' Iry M ss1L44 4 1 '!'4'114 ' Slim Levet 4641 4744 ,t# Mu_L evel .5474 (7.64(R°' 4744* r•'1PNS7RITASV UAi D tiabiCHRDT a€W ivie Rfikqr sANCSTSRMAAFAA STRUCTURAL COLUMN SCHEDULEWAWINGS Verna/ Radasa racill dYl•7 7A. AAA ,r *m alr emi r atglr AS Remarks (l4, 11(4 HS) ,r, E4M s� 'Rsis Ib 2 �. 414. ra Dirm. 7 6N 14, 7(44 414 et DID MD 7.2 A4de. a6 *6 Mr stkom s4 . • milks - S1.0 1ITAI 'R LLABORATORY, INC P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakerlab.net www.whitakerlab.net Report No: 03/26/19-156 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA CONCRETE / REINFORCEMENT INSPECTION Date: 03/18/19 Inspected By: David Wood Area(s) Inspected: Column Footings — (See the attached field sketch) (See the note below) REMARKS: During today's inspection, the steel reinforcement and formwork within these areas were observed to have been installed in general accordance with Section 1705.3 of the Schedule of Special Inspections and the plan details. This includes: o Inspection of reinforcing steel installation o Verify use of approved design mix o Fresh concrete sampling, perform slump and air content tests and determine temperature of concrete o Inspection of concrete and shotcrete placement for proper application techniques o Inspection for maintenance of specified curing temperature and techniques o Inspection of formwork for shape, lines, location and dimensions o Concrete strength testing and verification of compliance with construction documents We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. 4.‘ALAyA F ouguid-2,, Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. th 3.1 A $ i aP I?t. 1*5L 4 Atl4C€ ar. .uw SA162LI ALA 661ws Mt Tea 030.3:31 mew , 03 33'#414;+ * S, celid 4 +.11, + l 41f Odin, M txs�ea AM+tiw*.4 frr € 418 4&N 2 fiA %P£ Mah K 9 € be ♦Ar 3ff ? Y' M'fk sa 04. M 6K >Mn txtP 0 40 tR00,0 *D SF 4d f4 00* 0,4 0, • •ert* '1, k T €11 ,ar(tiw4 N GAM 1 t 4*3 '1Ts....Ns 6 MAN ♦ :f tG A.S4 a160 04 *t., 4Mx . A 44 04 iG er•re •• 48 41 . E V=im Of a • lav 310 Fw Wd .5a! TT - MP 14. -00 ...a 314 •00 •00 •00,1001 t 00M •4*M4 48+0141.14..120.14. €fs 10.u.stt i,C0, 11t t in AT .0 41, 4461 161 wax YF -_ sTcm 10 3 ♦ To 1 4Y# .1 .sv 3 B Mt «w tre t 44 4 Aen, 4 44 rat 0, 0.0flp 4 l i a .e 1418 Tk x 4* 44*4+/ M M P0G Ca 444W 3 44 4-4 ,4.4 4,44, 11.:,4 t f €M* 4 MI i'M 4432 u 041. 44 its .0 +s Cc 44*'.. : k4 •ro 10. 01,11,313 10 Lieu. OH eal. Me ell, 3110030 1.1.1" 1 01 30ro el 0 1,1 10 1000 0 04E 0 00 13 1 023. 3011 113x111.1311, 10 P5x err., 10 Ar,Ot:Regx0 M HO 0011.1-13-1553 1001000 Or elan 1sP�n rlsro 31uo e. 000 or 00100 3110x003{ Rows CLAY LUMPS 4.x0 =Dams re 800100 AREFS 0 033 ine 031-031,000 r0 OE 0,0, , .00. el 0401, nu m w iry Ctrgx s4xa 33,05 0e stk..q 'Wn Btt 1 111 noORan le 0x.11 s0e 11031 IN A De• MID (0010.100 comm.: 00111 err xi 1I•E i 6 (12011, e110 11,11 AI G4,rrn[a so rr.co 11. 131311 1,x 401107 500 10 0 R ...Rs 4x11 0te01Ime-c0 00 REMIKED 00417/ AND AEARING 3; .L'T as• .4 } Ps / •r G+ G94+elatM4 1 1a 222 !30 F UNn ATI.oN PLAN (1 a X A1f:ICa I'4 SFNMIiMLSOINCIATION ISETNEUMLE X fwdq r4 4444,• WSY •••• e1C 1-04510, t a' yt,014 SCOT xT11ts aD,Tre 144 + .1iMiae.% WO 040 & ff . ✓ okov s4AY a1QF16$rr+ 4,6 . * 4*4*4 Vas,Tt113P SOW+ r-® ON E1_Wn r GTO RA OfT. ✓ 1W3TLOATiSAY <T1iti 1OW . 1' A) $7 Si W NT WAT,4TOP S *Tt r4 Gxh •}SbYGWAY 11CP1d°IYTa )45:7!3;iupr 44TwTRN 4N4TT' � W 1[416° to * Gk V6AV 4T314 114411 HOOKS N OT REOUIREU 1 .r SO P41xrOC. 1.' A` AY+TS"a 16QTT+ _ HOOKSNOT REQUIRED ,Gs 4 S1,4 "�hVYp 14444. Tap level -WARNO Man A. T*481 4. MlLlwei T/Poamg i 4*14 *4 T/Faalln ANA.* •4404 TN 1 ST RU CTURAL C OLU MN SCHEDULE ORAVA NGS V enn* T ap Obet A mps 44Udb' aM47*4 54 ire MO 4.47 ` ;i;+: } •11)57 - -1 -4. 1t$ S?dN T' esr * r. f *?_ 07 3+0 ,111A' )3+(34/6'' 4,7 41, slaw — lb •t , 741. 11 On, 415,1 - 4 A ~ 3E44• 3TAH r• Ha, 114 s NOHO M aM 4.4, P H .t Itie €11�o*�ofl�rlh mm1, 431214*4,,,r 0 31 1 .44- 00 1,11To. 91.0 Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 'std ism, INTERNATIONAL CODE COUNCIL MEMBER Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information 1 Project Address I Scope of Work Inspector Date of Inspection Inspection Pass Fail Fee Inspection Pass El Fail ❑ Fee ti Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee ' V ITAKER LABORATORY, INC. P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakerlab.net www,whitakerlab.net Report No: 03/14/19-154 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA LIMITED FOOTING INSPECTION Date: 03/05/19 Inspected By: David Wood Area(s) Inspected: Column Footings — (See the attached field sketch) (Please see the important note below) REMARKS: During this inspection, the items listed below were inspected in general accordance with Section 1705.6 of the Schedule of Special Inspections. This inspection included the following: o Verify materials below shallow foundations are adequate to achieve the design bearing quality o Verify excavations are extended to proper depth and have reached proper material COMMENTS: Upon examination, we offer the following observations: • Tests with a penetrometer found these footings to be in a firm and stable condition with an equivalent surface bearing of at least 2000 PSF. We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: This limited site inspection only reflects the condition of the materials at the depth and location tested. This inspection does not construe that the slab, footings or pavement have been properly designed so as to carry the applied load. This report also does not provide an evaluation with respect to pavement section thickness, foundation selection, bearing quality or potential settlement. The above test results are not to be considered as a substitute for a recommended site specific geotechnical investigation. A site specific geotechnical investigation which includes SPT or CPT data provides information on underlying deeper soil characteristics whereby recommendations can be provided to aid in the design process. Failure to conduct a site specific geotechnical investigation may affect the performance of the structure or pavement. By accepting and/or relying on this report, you acknowledge the potential consequences and liability if a site specific geotechnical investigation has not been conducted. If it is your desire to obtain site specific recommendations for foundation design and/or pavement construction, or if you have any questions about the meaning of the above\ statements, you must promptly notify us in writing and stop work until the geotechnical investigation has been completed or your questions have been sufficiently answered in writing. In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. 311 \7. ii CA s Tr ,F04231]1Ait830 1E2 E l LIE N •; .BA.. .OV It0*ND 1151011 lo APPASION1Ali0O, MAL., t o, P t., A1 1. 1.11,1 $0 FEU ON Fa tii 4OrD.1111 Fort, or P rO.TO s.lolllo 111 PlorArr0 or tr. 111.011,11011 FOP Sat ANO .01 51-31,A15 MIlt 1x. [3x5 .10 10 E,� 2nO r, AREA ANC To r 2Ex,TI.1.E 1. Ie Im1 R E. %MR...,1En .,v.. n11% SINOP POLES OR OMEN 55,''35 511[1% 0 et ASO 5110,0 %IC% 1110 ILLC W NC IOC, 50 01,0 RE 5r. INCA 1x10/1 ,x;5 ANo 00/1.0110 TO P. 0[115/111 Ix A2P0 annNS I Wrlx x 5111 0 15}0 �x ANY 01.111, 11 +I1. 4 00 1, .11Nv1U .US L0 I1 i1 RO E 101.11,1t, 2lt 10. 1x 1 -21.1S ANN INC S. GRADE SnOULD0 N 1OLDT 10 lo ft. AN5101111. 1. OR SIM WAS "ACV APC65 51101110[ OPAISMSFED 10 p ErCppolf. 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N9 3.. 33 103 a, '44 PIO %b- 603 in; ' 13 r� 4 V '1111! $ ZA(0)81 S }; S . Dp3} 077 1.35T 47348 25 p W z 0 0 NW a� 9 S1.0 AK ER ES` RATORV TiVIITI ARER LABORATORY, INC. P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakerlab.net www.whitakerlab.net Report No: 03/14/19-155 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA CONCRETE / REINFORCEMENT INSPECTION Date: 03/07/19 Inspected By: Kyle Lott Area(s) Inspected: Column Footings — (See the attached field sketch) (See the note below) REMARKS: During today's inspection, the steel reinforcement and formwork within these areas were observed to have been installed in general accordance with Section 1705.3 of the Schedule of Special Inspections and the plan details. This includes: o Inspection of reinforcing steel installation o Verify use of approved design mix o Fresh concrete sampling, perform slump and air content tests and determine temperature of concrete o Inspection of concrete and shotcrete placement for proper application techniques o Inspection for maintenance of specified curing temperature and techniques o Inspection of formwork for shape, lines, location and dimensions o Concrete strength testing and verification of compliance with construction documents We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. kAkif.A F ciutkA:6--L Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. AL I li, 4ae fA ".4FA iltEF.4_.49 .,1Sw N;91.w R .Vr6UlN '74",4� - ,t11.,4• w tot 4* p 44 44 144Ffi i 4 N91, 9, I 4 4t, tP+ a44 9•49, .,15 to 4*444. t • -414 re A 1 6t 1d 44 4 d+sL awls 0 N4 ). W LO - 4 i 4.94 44 ftt4Y. '*818 4.99YW}. r. 0 +xta •• . 9•911,9,9(14 3q 'Ll4 ek '4 44*4 „ 44 L.rAtar99.i6Y o"QH O A,.t44 4 P CO WL)AL •4>' t Y+M ¢ P 4i W'FS. 49 M S+i 4L 1. 1 • •• +._ . 52.. aR 5'+ Si te, 41a+ ..mu ..rs.. 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Georgia 31405 Email: infoa@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Column Footings - see the attached field sketch for the approximate sample Location: locations ❑ Building ❑ Floor ❑ Pavement ❑ Wall ❑ Slab ❑ Sidewalk Report Number: 1343 Report Date: March 14, 2019 City -County: Tybee Island/Chatham Job No.: ® Footing ❑ Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 3/7/2019 Set No: 1 of 1 Sampled By: Kyle Lott Time Sampled: 9:45 AM Placing Method: Direct Chute No. Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor ❑ Grout ❑ Prism ❑ Flexural ❑ Beams Lab Technician: Date Received: 3/8/2019 ❑ Mortar ® Cylinders ❑ Cubes MIX DATA Specified Strength: 4000 Mix Designation: 409-1 Gallons of Water Added: Time Batched: 9:04 AM Plant: Thomas Concrete Truck No,: 626 Ticket No.: 212927 Load Size: 9 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 56 °F Slump, Inches: 4.0 Air Content, %: 1.8 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 70 °F Allowable Slump, Inches: 4,0 Allowable Air Content, %: 3.0 Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Number Date Date Made Received 1343 3/7/2019 3/8/2019 1343 3/7/2019 3/8/2019 1343 3/7/2019 3/8/2019 Note: Age Tested/ Days Issued 7 3/14/2019 28 4/4/2019 28 4/4/2019 Max Load Compressive Type Cross Section Average Strength PSI Of Break Area-Sq In Diameter 124821 4410 1 28.27 6.00 All reports are provided as confidential property of the client This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc. This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 WHITAKER LABORA-C,ORY, INC. by Joseph M. Whitaker 1 ,.4.1 z . -Or 44. a8,` 1 yen ' A1, 1Ai1 1. 41, ,nwi iA3) it rr ' WA ea r ' �-L-fit :a! x --r far �e...F� l E .SFr p '[F tar ?n€ xtkttt. 5 0414111 424 AO 4UM11144 41 40 28 4444 fl N'N N00,. 044 1L.. +4 fete 01 444N •!n 0884 441 k4 9 11 114.414-r 14 .411. VW 44 404 K:t 1HY[a4 Irr 114.W, 44 sw a1 41 tg1 1141144S 10 0 ,4§2 11 4bnY+2 1 4Me 84 d44t 414. 141 .4. 11.141. 4111 40 4.111& 1.1 4 t4+1 *44. 41 4 118* V4 1 t vn x4174 1.1 014 4O en11n4t•4 0t 4a- LS K 0414111 ..75 4'8444 4474 80 404 0010,3 aO 4,0,4 44,443 0444 )4 RCye. 44t0H4 1214 5411 Ye. 441 1111 ,t OS hatf4 4 040. 1 Or 00.4,41 . 0,11rit yi P rroroxyc 41#41. 0.181P. mo 7544% 146* OMt *+k 911 4184144 11 4;0, 1759 +a N 44.14.4 4 1 441 11414 41414** v R 040 4. rm. 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Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass LJ Fail El Fee Inspection Pass © Fail ❑ Fee Inspection Pass ® Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee WHITAKER LABORATORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233.5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakeriab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Column Footings - see the attached field sketch for the approximate sample Location: locations ❑ Building ❑ Floor ❑ Slab ❑ Pavement ❑ Wall ❑ Sidewalk Report Number: 1313 Report Date: March 18, 2019 City -County: Tybee Island/Chatham Job No.: ® Footing ❑ Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 2/28/2019 Set No: I of 1 Sampled By: David Wood Time Sampled: 8:45 AM Placing Method: Direct Chute No. Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor ❑ Grout ❑ Mortar ❑ Prism ❑ Flexural ❑ Beams [d Cylinders Lab Technician: Date Received: 3/1/20I9 ❑ Cubes MIX DATA Specified Strength: 4000 Mix Designation: 409-1 Gallons of Water Added: Time Batched: 7:33 AM Plant: Thomas Concrete Truck No.: 626 Ticket No.: 211439 Load Size: 9 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 65 °F Slump, Inches: 8.0 Air Content, %: 1.5 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 72 °F Allowable Slump, Inches: 8.0 Allowable Air Content, %: Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Number Made Received 1313 2/28/2019 3/1/2019 1313 2/28/2019 3/1/2019 1313 2/28/2019 3/1/2019 Note: Age Tested/ Days Issued Max Load 7 3/7/2019 108280 28 3/28/2019 28 3/28/2019 All reports are provided as confidential property of the client. This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 Compressive Type Cross Section Average Strength PSI Of Break Area-Sq In Diameter 3800 1 28.46 6.02 WHITAKER LABORATr: RY, INC. by Joseph M. Whitaker V • $ .1 164 ICE 'C9) 11 A 11 801 (13; 'A?) (1058 e� 1rc rr a.. J-- ' xr . ----- k k �L} 9;Yr I u.l 1,4 .. totkA.91iiItt_Y.EC4W0F*FYTS.:REJUaaR1c 4800. lrtt nu r <HO <�r0110 Rr 5t04v0o nr nl n4E5lr1rxl i0f Son 4190 11001 Sv5rE04( r SITE rNEVEM. R9Nwxe W O NN1ION'e W IrN1N ni cmrSrRIMPON .AEA 40010 TO FACILITATE THE ann RUN-O FF or MORN We r. t t rr s1(0 F POLES 0 p H Istrertssers surrtare 11 Zf WSe q OYx} /04.0 0m up y 1 '5 0 (484 104 1,14 016(04 f (01 r 105(0 A1. 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Georgia 31405 Email: info+whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Elevator Pit and Pier Footings along Column Line (F2) between Column Lines (C9 -A1) and Location: along Column Line (F1) between Column Lines (C1 -A4) ❑ Building ❑ Floor ❑ Pavement ❑ Wall ❑ Slab ❑ Sidewalk Report Number: 1237 Report Date: March 15, 2019 City -County: Tybee Island/Chatham Job No.: ® Footing ❑ Curb and Gutter SAMPLING DATA Date Sampled: 2/15/2019 Set No: 1 of 1 Sampled By: Josh Strickland Time Sampled: 8:53 AM Placing Method: Direct Chute No. Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor ❑ Grout ❑ Prism ❑ Flexural ❑ Beams Lab Technician: Date Received: 2/18/2019 Mortar Cylinders Cubes ❑ Other MIX DATA Specified Strength: 4000 Mix Designation: 409-1 Gallons of Water Added: Time Batched: 8:22 AM Plant: Thomas Concrete Truck No.: 1 776 Ticket No.: 208776 Load Size: 9 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 60 °F Slump, Inches: 7075 Air Content, %: 2.5 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 74 °F Allowable Slump, Inches: 8.0 Allowable Air Content, %: 3.0 Allowable Temperature: 95 °F Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C 138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Number Made Received 1237 2/15/2019 2/18/2019 1237 2/15/2019 2/18/2019 1237 2/15/2019 2/18/2019 Note: Age Tested/ Max Compressive Type Cross Section Average Days Issued Load Strength PSI Of Break Area-Sq In Diameter 7 2/22/2019 112258 3960 I 28 3/15/2019 151145 5330 I 28 3/15/2019 155432 5480 I MI reports are provided as confidential property of the client This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report. Results in this report pertain only to the actual material tested Page: 1 of 1 28.37 28.37 28.37 6.01 6.01 6.01 WHITAKER LABORATORY, INC. by Joseph M. Whitaker WHITAKER LAB RA TORY, INC . P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab .net Savannah. Georgia 31405 Email: info @whitakerlab .net Compression Test Report Clien t: City of Tybee Island Project: Lower Portion of Tybee Island Marine Scien ce Cen ter Sample Column Fo otings Location: ❑ Bu ildin g ❑ Pav emen t ❑ Floor ❑ Wall ❑ Slab ❑ Sidewalk Report Number: 1219 Report Date: March 12, 2019 City -County: Tybee Island/Chatham J ob No .: ® Footi ng ❑ Curb a nd Gutter ❑ Other SAMPLING D ATA D ate Sampled: 2/12/2019 Set No: 1 of 1 Sampled By: Da vid Wood Time Sampled: 8:40 AM Placing Method: Direct Chute No. Spe cimens Made: 4 Specimen Type: ® Concrete ❑ Co ntractor 0 Grout 0 Prism 0 Flex ural 0 Beams Lab Technician: Josh Strickland Date Received: 2/14/2019 O Mortar ® Cylin ders Cubes MIX DATA Specified Stre ngth: 4000 Mix Desig nation: 409-1 Gallons of Water Added: Time Batched: 7:34 AM Pla nt: Thomas Concrete Truck No.: 3433 Ticket N o.: 207748 Load Size: 9 yds ® Test met project specifications ❑ Test did not meet pr oject specifications Air Temperature: 60 °F Slump, Inches: 3.75 A ir Conten t, %: 1. 5 PROPER TIES OF FRESH CONC RETE Concrete Temperatu re: 76 °F A llowable Slump, Inches: 5.0 Allowable Air Con tent, %: Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, A STM-C-138, A STM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1 064 Lab Date Date A ge Tested/ Max Compr essi ve Type Cross Sectio n Average Number Made Received Days Issued L oad Stre ngth PSI Of Break Area-Sq In Diameter 1219 2/12/2019 2/14/2019 7 2/19/2019 100432 3550 1 1219 2/12/2019 2/14/2019 28 3/12/2019 174562 6110 1 1219 2/12/2019 2/14/2019 28 3/12/2019 174404 6110 1 Note: All reports are prov ided as co nfidential pro perty of the client This repo rt may no t be reprodu ced, except in full, without the written consent of Whitaker Laboratory, Inc This re po rt only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain o nly to the actual material tested Page: 1 of' 1 28 .27 28 .56 28.56 6.00 6 .03 6 .03 WHITA KER L ABC}RATO RY, INC . by Joseph M, Whitaker O wn er's Name Gen . Con tra ctor Co nta ct In formation Project Addre ss Sco pe of Work In spe ctor Date of In spection In spe ction Pa ss ® Fail F ee In spe ction Pass ❑ Fail ® Fee City of Tybee Island • Community D evelopm ent Dept. Inspec tion Report 403 Butle r A ve. • P.O . Box 2749 • Tyb ee Island, GA 31328 Phone 912.472-5032 • F ax 912 .786 .9539 ;r« INTERNATIONAL CODE COUNCIL MEMBER Pe rmit No. Date Requested Date Need ed Subco ntractor Inspection P ass ® Fail ❑ Fee Inspe ction P ass ❑ Fail ❑ Fe e WHITAK `LABORATORY , INC . P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakerlab .net www. whitakerlab.net Report No : 03/08/19-158 Client: City of Tybee Island Project: Lower Portion of Tybee Islan d Marine Science Center Tybee Islan d, GA CO NCR ETE / REINFORCEMENT INSPEC TION Date: 02/28/19 Inspected By: D avid Wood Area(s) In spected: Colu mn Footings — (See the attached field sketch) (See the note below) REMARKS: During today's inspection, the steel rein fo rcement and formwork within these areas were observed to have been installed in gen eral accordan ce with Section 1705.3 of the Schedule of Special I nspections and the plan details. This includes: o Inspection of reinforcing steel installation o Verify use of approved design mix o Fresh con crete sampling, perform slump and air conte nt tests and determine temperature of concrete o Inspection of concrete and shotcrete placement for pr oper application techniq ues o Inspection for main tenance of specified curing temperat ure and techniques o In spection of form work for shape, lines, locatio n and dimensions o Concrete strength testin g and v erification of complia nce with constructi on docume nts We thank you for the opportunity to be of service on this project. We appreciate your tr ust and look forward to a continuing relatio nship in the future. If you should have any questions, please do not hesitate to contact our office. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: In a ccordance with IBC and Georgia Special Inspections Guideli nes ACEC / SE AO G SI GL 01 12, please note, the Special Inspections program does not relieve the Contract or of the respon sibility to comply with the Contract Doc uments with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. Respectf ully submitted, WHITAKER LABORATORY, INC. Joseph F. Whitaker, P.E. IL5 ea ?\ .i,$ 3: eti. .. (ikpatd NTS,A • fiJILDING au 0 All TD S.M. 01 SMARM Or Ali YLOTIATTON TOP SOIL AND ROOT 5,11Exs D rox was T. CONSTRUCTION AA . AND D FACILITA TE a Ux OFF OF ST3. w TER S ru m MP ROLLS OR OTHER UMW. SHOULO RE MATTED OF LDOSF MATERTAL memo AIM APPROVED FILL DILE DA Ep Ix sir 0.11 THICK 0C 1 D1 roO rr ovortro,or S SUB ORME SHOULD FM PROOF ROLM O ED MEND M OMS TO LOOM ONST `DU OR SC D C SRC SH OW :TMSTFO ro DF ISE Er Do 5 COHIr MOAT. S, OM xofA.,UTO REM AKE xSIN MX TWCKEER IS TOCr ; C�OOFGIIR RR _ _ TN URESTARITETT NARMS nr1. cDEM TO EMESS CON ... i0 95k DENSITY 0 .NERM SF s 0 SO L THE AR.0 SHO ULD DE E me LOO N oris A7O71(71101 WEE D,ES1I 00 a.LR_VANC F MITT A.mD _sT AEA Of THE PAL MR SHOULD CONSIST Or MX ENES Tai ELL- SHDULOPF FREE Or D DIACRIOSAME ROOTS, c ur wr.Rs AND WLD DE E R TO MITI. KA M0M MICAS N Ma ORERxMEO r0 CHE CKE D %T NDERCU, TO TOOT sml SON SACO I .E. was WA N SAND MM. SM. MOD ARLE asi corroecno cm ARE xr0 TSoTTEDED RA 1. EAT. PA ST COOSTR oN ACTT tt SHOULD RE REwn RCCD AxO RECO xrRC ED To R t�R v_... ..___ .ttr. WooN T51ckn0s 0 5•C s -o" F -it' *1 E-4 .• 0" ?•C f3 5 0' SW 3:4- Fr 0 11 E'•s*2'• er pS T.O` zar re YT FI 1TA' P. RP • •040 r 4A Tyr gE STRUCTURAL FOUNDATION SCHEDULE Tod REAINVR ASSI 4.1.B EA WAY 4ICts660TTA *DerA WAY4I0P! S OI T> iiriEER WAYRTOPkrTT{ 4 1DIR EA *moor Darr Oa NOA RRN OT i i .49' 1 .6 } W, 24. 110)I F EAWAT 10PyeaTr. NOos $io o 1tECAIRFD 4 -Tr )y ail AT aSsarIEWAYnti S5e ffRD aiiirir FA FE 02 4. 04. I X -0'-- tar floo r LO NG VAT <1pT#l01TO NOSA:3Nor REQ UIRED I!I# BNDR T WAY*TOP &00017 TO 05.5 1hi 44 44 ( Y+4' E0g 10'OC EA WAY 4056447 s errNJK3FI0000 00i1000 F10 ISM' TRi 0 '• A' T-1* re' .D (g1D'OC EA WAY ATOP S$6TT 0 Ntl2KS NOY MilINED AAA Di 02 ci G SGO 9aAL.'aa T,OpiEw 4if Wx4O.LD 11n1 00m�o 00 AIE 1ALq 'OM Trhlpp00 L DeRllo rm. '0* T70 i17OL. errh r410011 N400 0 •_ flemaks STRUC TU RAL CO LUM N SCHEDULE -DR AWINGS 'AM RreN&OkaDtEp OFF {44MEi. [TMf S1T. grin To p O ffset 44.12. .A3` F fa -1 TO Lmp 9. 4 L2 1r4 15 .10 W' OnfIY' EA4i1' tee 4* 5Z' owe* `*00,4 , 4 (N1 o- TEO H, hn .k a NR x Remarks _ Mtm aaftt Nn AN,A NIn aUellnr s1.0 City of Tybee Island • Community Development Dept. Ins pe ction R eport 403 Butler Ave . • P.O. Box 2749 • Tyb ee Isl and, GA 31328 Pho ne 912.472-5032 • F ax 912 .786.9539 INTERNATIONAL CODE COUNCIL ME MBER Permit No. Date R equested O wne r's N ame Dat e Needed Gen. Con tra ctor Subcontractor Con tact In formation Project Addre ss _ Scope of Wo rk Inspe ctor Date of I nspectio n Inspection Pass El Fail El Fee Inspection P ass El Fail ® Fee Inspe ction P ass 0 F ail Fee In spection Pass ❑ F ail Fee WHITAKER LABORATORY, INC P. O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakerlab.net www. whitakerlab .net Report N o: 03/06/19-152 Client: City of Tybee Islan d Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA LIMITED FO OTING INSPECTI ON Date: 02/20/19 Inspected By: David Wood A rea(s) Inspected: Column Footings — (See the attached field sketch) (Please see the important note below) REMA RKS: During this inspection, the items listed below were in spected in ge neral accordance with Section 1705 .6 of the Sched ule of Special Inspections. This inspection in cluded the followin g: o Verify materials below shallow foundations are adequate to achieve the design bearing quality o V erify exca vations are exten ded to pro per depth and have reached pr oper material COMMENTS: Upon examination , we offer the following observations: • Tests with a penetrometer found these footings to be in a firm and stable condition with an eq uivalent surface bearing of at least 2000 PSF. We thank you for the opportun ity to be of service on this project . We appreciate yo ur trust and look forward to a continuing relation ship in the future. If you should hav e an y questions, please do not hesitate to contact our office . Respectfully submitted, WHIT AKER LABORATORY, INC. Joseph F. Whitaker, P .E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: This limited site in spection on ly reflects the con dition of the materials at the depth a nd l ocation tested . This i nspectio n does n ot constru e that the slab, footings or pavement have bee n properly desig ned so as to carry the applied l oad. This report also does not provide an evalua tion with respect to pavement section thickness, f ou ndation selection, bearing qu ality or potential settlement. The above test results are not to be co nsidered as a substitute f or a recommended site specific geotechnical investigation. A site specific geotechnical investigation which includes SPT or CPT data pro vides information on underlyin g deeper soil characteristics whereby rec ommendations can be provided to aid in the design process. Failure to con du ct a site specific geotechnical investigati on may affect the performance of the structure or pav ement. By accepting and/or relying on this report, you acknowledge the potential co nseque nces a nd liability if a site specific geotechn ica l in vestigation has not been conducted . If it is your desire to obtain site specific recommendati ons for foundation design and/or pavement construction, or if you have any questions abo ut the meani ng of the above\ statements, you must promptly n otify us in writing a nd stop w ork until the geotech nic al investigation has been completed or your question s hav e been sufficien tly answered in writing. In accordance with IBC and Georgia Special Inspectio ns Guidelin es A CEC / SEAOG SI GL 01 12, please n ote, the Special Inspections program does not relie ve the Con tractor of the responsibility to comply with the Co ntract Documents with respect to strict adhere nce with confo rmance of all plan details, plan notes, the specifications and a ny written addendums or variances iss ued by the a rchitect or structural engin eer of re cord. nr • CI .1 1:1 ms eof.v of. I 0 ri TIRO, \ f.11_ P41PA11F110. 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Nns114r 1 Ire 141 w 1m r0Ve .'!.C'0Ie . fV I[1 °11,441 0 Lisa seeI 111 1 'OI -u1 n 010I.�1 C1 A 111411 .r ".rsu •. Ls 1,. .- °1 - ci 1p 04- 0a !"44 1 111,1 . I H_I 1 (411 Mw 1u1 Ilmwir l •r I'�11 14 1'4 FOUNDATION PLAN Ft/ 44'_ CI 4,4 ' 04. 1e� c6, .1 1 1, rl 4f �V of I 11CT lIAL 701aAT19N 80HE9UL E SOP M are la4 F' 110 Thlk0me Flea, 51.04[ ye ft tP 84' $ 0' PO lei ft a 111,11[T0Y.tar • Fa is A-9' l.O Y-0' 11; 11[A Y1A4'1r101 C OT • Fi ' /' O re' T -P KO - ,71 NIA VIACO 'juOP(, 41 s. P tfi 04.0- PO ITIri FA Wwr c101 t son! F3 7-P f,' S. P 14' el *TEA' WAl.P011110T• F8 14• 4'4 f -O 114 .183 IF 6/4. 1YAr. 3OP8 eon- , fl 111,' r4 7. e r'O 18)0801164 -WAY <OP8eb'.. I IOC SHORT WAY <TOP a 80T, F8 444' 0 10' 7 .P C.Cr tx4WAYe104A 0O rT, 15111. 5. -AST WAY 110089M. FI 111' 474 S'P CO' ef.1POC EA 0 YO L OF ROT, 710 13.110 42." 7- -P t-0' I119iPOC EA YIww+TCAtDWI + CI 010114. HOOKS NOT REO4IREO HOOKS NOT .R , QIAR EO H00KS NOT RE QUIR ES H OOKS NOT REQUIRES 1.[1O A4 NOFSSYApFO 1190184 NOT N},})py ll STRUCTURALC0(I1Wl SCHMAE.O RAVA ISIS 511. Base Level 9I= =Arm- M L T -rvo' .. ' Rlwb kik ` Tim 187 T ,o41 U .r,,_. 3712 ' P4 II? Jn 1 *saw - 411 /°flare II *6e,1P . - 1.4 ;tsr 44914 RO t'Faa.T l., lewv 114` trsr M9Y If 4 VrOV•7 P .n., . ec- 178, IFAT e Selr 140.1 /s_o hg lla r 441.1 11O' 441.1'11;' 1!114 4!4114 41 I, B+ 8611 - :Or - 4.. . 1161 e• 111 r r,w 4 .nF,. e., Remarks 4 5 t 6 Da %n 4. °X,. :- i .. 51 .0 WH1TA,K' LABORATORY, INC . P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info @whitakerlab.net www. whitakerlab .net Report No: 03/06/19-153 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA CONCRETE / R EINFORCEMENT INSPECTION Date: 02/22/19 Inspected By: D avid Wood A rea(s) Inspected: Column Footin gs — (See the attached field sketch) (See the note below) REMARKS: Du ring today's inspection, the steel reinforcement a nd formwork withi n these areas were observed to have been in stalled in general accordan ce with Section 1705.3 of the Schedule of Special Inspections and the plan details. This inclu des: o Inspection of reinforcing steel installation o Verify use of approved design mix o Fresh con crete sampling, perform slu mp and air content tests and determi ne temperat ure of con crete o Inspection of concrete and shotcrete placement for proper application techniq ues o Inspection for maintenance of specified curing temperature and techniques o In spection of formwork for shape, lin es, location and dime nsio ns o Concrete strength testing and verification of compliance with constructio n doc ume nts We thank yo u for the opportunity to be of service on this project . We appreciate your trust and lo ok forward to a continuing relationship in the future. If you sho uld have any questi ons, please do not hesitate to con tact our office. Respectfully s ubmitted, WHITAKER LABORATORY, INC . 4,/a-ky-k Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email D istributio n 1 cc: File Note: In acco rdance with IBC and G eo rgia Special Inspecti ons Guidelines ACEC / SEAOG SI GL 01 12, plea se no te, the Special Inspections pr ogram does not relie ve the Contractor of the responsibility to comply with the Co ntract Documents with respect to strict adherence with conforman ce of all plan details, plan notes, the specificatio ns and a ny written adde ndums or variances issu ed by the architect or stru ctural e ngineer of record. • rl 04,. ter ♦ 11l4 -1l tt1AA119N g 64-P4140 e4 Mow $AT11411•L *0 11 4114,4 11Y�l.p'•e v .r 4 41M4. 1x44 w coNI M<.0..4 01* 499 001 1411111 ri MM040 11r0Y4 • 111S-no e 14 rw 4 416. ee1g*4. e woo.. oFY a14¢T4PIM4 AAA. 44 r. p 004.+ .•1 .Nt 42"°11[44.4* won 11. . *4 e 111 011• t ma im s reatetwEst 1*4 M Sa4W4e0. aw e S. 40 ♦ . ei.1. •1 4>•*r•A 11+410 •i ..!a/ 94 111 11*1l r K<wwN sow etle 1111• 11 I• M 4.414.0 44111114 01 4404 'ro 4W •elY nyyt x4 •1x. a Y1sw4r1 M.4 r y 4 ,,,, 14..4 i. r6 .c ww1 1 44 1•]b 40204 4 4I* * sore opts 40 at 4 1491 '1444 V044 1M1 11 4474144 444 40 oil.. 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" Olt 111: 0 1111.l,l Ni: ti u1 411.4 CIE T HITAKE R LABORATORY, INC . P. O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info ©whitakerlab .net www. whitakerlab.net R eport No: 03/06/19-154 Client: City of Tybee Islan d Project: Lower Portion of Tybee Island Marin e Science Center Tybee Island, GA LIMIT ED FO OTING I NSPEC TI ON D ate: 02/26/19 In spected By: David Wood Area(s) In spected: Colu mn Footings — (See the attached field sketch) (Please see the important no te below) REMA RKS: Durin g this inspection, the items listed below were inspected in ge neral accordance with Section 1705.6 of the Schedule of Special Inspectio ns. This in spection included the fo llo wing: o V erify materials below shallow foundations are adequate to achieve the design bearing q uality o V erify excavatio ns are extended to proper depth and have re ached proper material C OMMENTS: U po n ex amination, we offer the following observations: • Tests with a penetrometer found these footings to be in a firm and stable co nditio n with an equivalent surface bearin g of at least 2000 PSF. We than k you for the o ppo rtun ity to be of service on this project . We appreciate yo ur tr ust and look forward to a contin uing rela tion ship in the future. If you should hav e any qu estions, please do not hesitate to c ontact our office . Respectf ully submitted, WHITAKER LABORATORY, INC. Joseph F. Whitaker, P .E . 1 cc: City of Tybee Island Email Distribution 1 cc: File N ote: This limited site inspection only reflects the con dition of the materials at th e depth and l ocatio n tested. This inspection does n ot con stru e that the slab, footings or pavement have been pr operly designed so as to carry the applied load. This report also does not pro vide an evaluation with respect to pa vement section thickness, foundation selection, bearing quality or poten tial settlement. The abov e test results are n ot to be considered as a substitute for a recommended site specific geotechnical investigation. A site specific geotechnical investigati on which includes SPT or CPT data provides in fo rmatio n on u nderlyin g deeper soil characteristics whereby rec ommendations can be provided to aid in the design pro cess. Failure to conduct a site specific geotechnical i nvestig ation may affect the performance of the structure or pa vemen t. By accepting an d/o r relying on this report, you acknowledge the p otential conseq uences a nd liability if a site specific geo techn ical inv estigation has n ot been conducted . If it is yo ur desire to obtain site specific recommendati ons for foundation design and/o r pavement construction, or if y ou h ave any questions abo ut the meani ng of the above\ statemen ts, you must promptly notify us in writing a nd stop work until the geotech nical in vestigation has been completed or you r questions have been sufficiently answered in writi ng . In accordance with IBC and Georgi a Special Inspectio ns Gu idelines A CEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve th e Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with co nformance of all plan details, plan no tes, the specifications and any writte n adde ndums or variances issued by the architect or structural en gineer of record. it 1.l \ 4 ,1 r4 V NO L17 lay 51TI P,@EPe RATIgy ALJEF!{EtliS 13 1U[LOING .. .r. rn n ', kw sn1o:R ar srorR: O n .: :,r C::.,elr F. , s ort A mp �':a %RUNSu LOS Onaisksi SilooLO BE .:row Rln ., MA.w 11x1n TOE CONSTRUCTION Pac< AN o TO rAC1u mT THE r FARM ater. WE Sr sTONN .AT[a An . LT.. No r,. 0111•1; =R AM,' StIORLD FL cLWILD 01 1. 0036 riAIFtkrA L k il0 :r.... , THm A -11 s AN] so rr. LCIE0 m OS.. DENSITY IN .[C.Ran AL PLACED IN Srm 1,11a .. sTt i°`U"s n kory rr.. ID re . OMNI�cc.rcito.mu wR 0 oC PROO F 1NSTAVLITV To 1111 TO E 1..T c [ L. w k.,, r. t:� FLAY.Ill L „.r MC I. 'N ICK Lin. 10 A lanikila CLA M, OF SRN 1r1 SU HeL[ Roo THE AREA 0X01.4 2CA % V al x 7.7;74FS wN 'N 1.l a •.w. •1 ILA r. • ro• n os pRolkey SYOOLD MAW/ COOS." r.x rrr[0 .3 FILL ..DULo Sr FREE or OFFECT•1rair r. . CLAY .t4P. AND • ea ^+r •n...r:., 1. .t a 1.t asst. (1 rl•n . w.V •1slfNIlll* to nt.L K.aa6 Wit •�• •:L :0 ..e 4 M IS 1114 [11 LRAM w r 0lwc .a. to rww c� W •a-• 1114 e•• r.r•-. •R t&rrlt 1144 1. .111 A1t1 11. • .Ll.'.r. 7 4Ia . 1 A atrow.n. 1,111 w4itaN F N e t oe • -.T..1 N q.411 W 41t4ti 1M1 H 0 ' YS . 17• (+1S1 MIA l w qn T1 14 Fa A'O ri va R 173' MY 71P III !1.1 1/1• 17 r S •P STRUCTIWRAL FOUND ATION SCHEDULE 194roa m11 E14 61-'4.1 .5-41 ro ra r4 292 TO CI 141 EU WAYPII0P1So7Ta OH et EA WEr • TOPE 9OJT• 4).1,6,66,6,061.6416 6 I lift EAWAY TOR REOTT a RIR?EA WAY.T06 A WIT.. 11006FA VW, 460.Iot1 a irrtism WAY 6 1064 parr. tog6.•.' 11irWAY• t0 1. 1 IOtl. Pr 115717 LONG WArsTGRapart . ST37I M6 111 WOW -1OPS6OTTI rO 691YOC iA WAY.T0111.BOTT: 14 now 0CEA ass o FS BO TT.I Lw.rl SE.n NA: .9 14 Rcrrwks HO OKS NOT REWIRED HOOKSN OT FE UL,*FEE0 HOOKS NOT REQUIRED HOOK SNOTREOUIRED NOQN6kt a1TD wDtOs3NClitea1 AE0:tIRF,O 1.TYltCTDEA 100611`3ECY>ECULE7aU 660.6 016 6 110 ,164 LbgT Rlyda114 l Tea .7+11? M 14• tr/ 1 6)8'.17 -1-! YEA' MOT 11 } It 1.1 114 if:w1 Il t• r,ir It 6, 114 7 .4i; 11ST 1.1.10'»" mar 6928 Remarks Ir 1' 1' 4 r}I Fr 1 1. 0 Li IL • s U1. •IN u: yb;: .ttr. S1.0 WHITA KER LABORATORY, INC . P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 ,s• 234-0696 Fax (912) 233-5061 Email: info@whitakerlab.net www,whitakertab.net R eport No : 03/05/19-151 Client: City of Tybee Island Pro ject: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA LIMITED FO OTING INSPE CTIO N Date: 02/19/19 Inspected By: D av id Wood A rea(s) Inspected: Column Footin gs — (See the attached field sketch) (Please see the important note below) REMARKS: During this inspection , the items listed below were inspected in general accordance with Section 1705.6 of the Sched ule of Special Inspections. This inspection inclu ded the following: o Verify materials below shallow foundations are adequate to achieve the design bearing quality o Verify excavations are extended to proper depth and have reached proper material COMMENTS: Upon ex amination, we offer the follo wing observations: • Tests with a penetrometer found these footin gs to be in a firm and stable condition with an equivalent surface bearing of at least 2000 PSF. We thank you for the o pportun ity to be of service on this project . We appreciate your trust and l ook forward to a continui ng rela tionship in the future. If you should have any questions, please do not hesitate to contact our office . Respectfully submitted, WHITAKER LABORATORY, INC. Joseph F. Whitaker, P.E . 1 cc: City of Tybee Island Email Distribu tion 1 cc: File Note: This limited site inspection only reflects the con ditio n of the materials at the depth and l ocation tested. This inspection does not con strue that the slab, footings or pa vement have been properly desig ned so as to carry the applied load . This report also does not provide an evaluation with respect to pa vement section thickness, fo undation selection, bearing quality or potential settlement. The abov e test results are not to be considered as a substit ute for a recommended site specific geotechnical investigation. A site specific geotechnical i nvestigation which includes SPT or CPT data provides information on u nderlying deeper soil characteristics whereby recommendations can be provided to aid in the design process. Failure to conduct a site specific geotechnical investigatio n may affect the performance of the structure or pavement. By accepting and/or relying on this report, you acknowledge the potential conseque nces a nd liability if a site specific geotechnical investigation has not been co nducted. If it is your desire to obtain site specific recommendations fo r fo un dation design and/or pavemen t construction, or if you have any questions about the meaning of the above\ statements, yo u must promptly n otify us in writing and stop work until the geotech nical investigation has bee n completed or your que stions have been sufficiently answered in writing. In acc orda nce with IBC and Georgia Special In spection s Guidelin es ACEC / SEAOG SI GL 01 12, please note, th e Speci al I nspections program does not relie ve the Con tractor of the responsibility to comply with the Contract Docume nts with respect to strict adherence with conformance of all plan details, plan notes, the specificatio ns and any written addendums or varia nces issued by the architect or structural engineer of record. 7. .19 F4 \ 1 4A •'! o;+ 1, .F FA '4. 1 1 1444 'l 41 tit ' +1D414471Wh. AL14 11RL06. 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Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Inspection Date of Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ® Fail ❑ Fee Inspection Pass Fail Fee CITY OF TYBEE ISLAND BUILDING PERMIT WATER METER PICK UP DATE ISSUED: 02/27/2019 PERMIT #: 190019 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # NEW BUILDING 37 MEDDIN DRIVE MARINE SCIENCE CENTER -NEW 37 MEDDIN DRIVE TYBEE ISLAND GA 31328 MARINE SCIENCE CENTER -NEW 37 MEDDIN DRIVE TYBEE ISLAND GA 31328 P $ 0.00 PROJECT VALUATION $500,000.00 1 - 1 i" WATER METER PICK UP TOTAL BALANCE DUE: $ 0.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-9539 www.cityoftybee.org CITY OF TYBEE ISLAND BUILDING PERMIT WATER METER PICK UP DATE ISSUED: 02/27/2019 WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY, ST, ZIP PHONE NUMBER CONTRACTOR NAME ADDRESS CITY STATE ZIP FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE TOTAL FEES CHARGED PROPERTY IDENTIFICATION # NEW BUILDING 37 MEDDIN DRIVE MARINE SCIENCE CENTER -NEW 37 MEDDIN DRIVE TYBEE ISLAND GA 31328 MARINE SCIENCE CENTER -NEW 37 MEDDIN DRIVE TYBEE ISLAND GA 31328 P $ 0.00 PROJECT VALUATION $500,000.00 1 - 1 1/2" WATER METER PICK UP PERMIT #: 190019 TOTAL BALANCE DUE: $ 0.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. _-t /2 Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-9539 www.cityoftybee.org Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass , Fail Fee Inspection Pass ❑ Fail El Fee avnak =my- - 1 !"ALRNATIONAL CODE COUNCIL MEMBER Date Requested Date Needed Subcontractor Inspection Pass ® Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Kern & Co., LLC ( +n.ulhug 1 npiuccr, 1 anti Surccyor, I anti P1,11Ittcts 1rch,tru, • 1 anci,c.ipc .\rchitcct, • 1 nc iru incnial tictcntut February 21, 2019 Matt Lieb West Construction Company P.O. Box 61388 Savannah, GA 31420 SUBJECT: STRUCTURAL FOUNDATION INSPECTION TYBEE ISLAND MARINE SCIENCE CENTER 37 MEDDIN DRIVE, TYBEE ISLAND, GEORGIA KERN & CO., LLC PROJECT NO.: 120418.000 Dear Mr. Lieb: At your request, I have reviewed the Whitaker Laboratory special inspection reports for the above referenced project. Whitaker Laboratory has inspected, in accordance with the Schedule of Special Inspections, the foundation depths, compaction, formwork, reinforcement and mix designs to ensure compliance with the construction documents. According to these reports (attached for reference), all items have passed inspections and are hereby certified to comply with the requirements of the International Building Code, 2012 Edition. Pleas call if you have any questions. S" * - rely, N & CO., LLC. • S. Kern, P.E. hief Executive Officer Kitt MST&R 4 No. 1128'. PPOPESS'O' AL J:1120418+Arcmlectural Structural MEP\Correspondence\Foundation Inspechon Letter_2019.02-21.docx roK(1\ - \l.tll ( „rr 11 : n:, Po. llo, 1 ; I '') • 'acannah, Gc”ruta 11 4 1 c, • Phuiic 191.21 3^-i ti-1iIi 1 \C .tln.. i :r ., Su:tc .\ . Statc,bt rr), Gcnrgia ,II4,l, • Phone (`r1 d t 225 33-' 1,:i6- IS(,S • 1- 111.,11• int“(akernrngineernnk cont • \\rb: wwtc.t,erncngtnc ring c+,n, WHI T'A ER LAB ORA TORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab,net Savannah. Georgia 31405 Email: Info@whitakeriab.net Compression Test Report Client City ofTybce Island Project: Lower Portion of Tyhec Island Marine Science Centel Sample Column Footings Location ❑ Building ❑ Floor Pavement ❑ Wall SAMPLING DATA Dale Sampled: 2/12/2019 Set No: 1 of 1 Sampled 13y David Wood Time Sampled. 8:40 AM Placing Method. Direct Chute No Specimens Made• 4 Specimen Type ® Concrete ❑ Contractor ❑ Prism ❑ Flexural Air Temperature: 60 °F Slump, Inches; 3.75 Air Content, %: 1.5 ❑ Grout Beams Date Received 2 1412019 Mortar a Cylinders Report Number 1219 City -Count, Job No. Tyhee Island/Chatham Slab a Footing Sidewalk ❑ Curb and Gutter Cubes MIX DATA Specified Stiengtly 400c' Mix Designation: 409.1 Gallons of Water Added 1 erne Batched, 7 34 AM Plant: Thomas Concrete Truck. No 3433 1I .ket No 17748 Load Size 9 yds PROPERTIES OF FRESH CONCRETE Concrete Temperature 76 ' F Allowable Slump. Inches• 5 c. Allowable Air Content, "•o Allowable Temperature :nit Weight, PCI- Revolutions of Diem: Test Methods: ASTM-C-31. ASTM-C-39, ASTvI-C-138, ASTM-C-143. ASTM-C-172, ASTM-C-231, ASTM-C-617, ASiM-C-1064, ASTM-C-1231 ❑ Other Lab Date Date Age I estedi Max Compressive 'Fype Cross Section Average Number Made Received Days Issued Load Strength PSI Of Break Area-Sq In Diameter 1219 2/12/2019 2/14/2019 7 2/19.2019 100432 3550 1 28.27 6.00 1219 2/122019 7'1412019 28 3'122019 1219 2/12'2019 2/14/2019 28 31212019 Note- V1-'HITAKER LABORATORY, INC. by .ioseph M 4t,hitaker Lisa Schaaf From: Sent: To: Cc: Subject: Attachments: Rebecca Bouchillon <rebeccaf@whitakerlab.net> Monday, February 25, 2019 9:31 AM George Shaw; mlieb@westgc.com; Lisa Schaaf Joseph Michael Whitaker Field Compression Report - Lower Portion of Tybee Island Marine Science Center 1237. City of Tybee Island. Lower Portion of Tybee Island Marine Science Center. 2-15 (7 days). Cone.pdf Attached are your latest test results from our laboratory. We thank you for the opportunity to be of service on this project. We appreciate your trust and we look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Sincerely, Rebecca Whitaker Laboratory, Inc. 2500 Tremont Road Savannah, GA 31405 Phone: (912) 234-0696 Fax: (912) 233-5061 www.whitakerlab.net 1 WHITAKER L.ABORA TOR Y, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Report Number: 1237 Project: Lower Portion of Tybee Island Marine Science Center City -County: Tybee Island/Chatham Sample Elevator Pit and Pier Footings along Column Line (F2) between Column Lines (C9 -A1) and Job No.: Location: along Column Line (Fl) between Column Lines (CI -A4) ❑ Building ❑ Floor ❑ Slab ® Footing ❑ Pavement ❑ Wall ❑ Sidewalk ❑ Curb and Gutter ❑ Other SAMPLING DATA 1 MIX DATA Date Sampled: 2/15/2019 Set No: 1 of 1 Sampled By: Josh Strickland Time Sampled: 8:53 AM Placing Method: Direct Chute No. Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor ❑ Grout El Prism ❑ Flexural ❑ Beams Date Received: 2/18/2019 ❑ Mortar ® Cylinders ❑ Cubes Specified Strength: 4000 Mix Designation: 409-1 Gallons of Water Added: Time Batched: 8:22 AM Plant: Thomas Concrete Truck No.: 1776 Ticket No.: 208776 Load Size: 9 yds PROPERTIES OF FRESH CONCRETE Air Temperature: 60 °F Concrete Temperature: 74 °F Allowable Temperature: 95 °F Slump, Inches: 7.75 Allowable Slump, Inches: 8.0 Unit Weight, PCF: Air Content, %: 2.5 Allowable Air Content, %: 3.0 Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1064, ASTM-C-1231 Lab Date Date Age Tested/ Max Compressive Type Cross Section Average Number Made Received Days Issued Load Strength PSI Of Break Area-Sq In Diameter 1237 2/15/2019 2/18/2019 7 2/22/2019 112258 3960 1237 2/15/2019 2/18/2019 28 3/15/2019 1237 2/15/2019 2/18/2019 28 3/15/2019 Note. 28.37 6.01 WHITAKER LABORATORY, INC. by Joseph M, Whitaker ry Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 Date Requested Owner's Name Date Needed INTERNATIONAL CODE COUNCIL MEMBER Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector I ) Date of Inspection Inspection • -\-_-4\s1 Pass ❑ Fail ❑ Fee /Ti/e Inspection Pass ® Fail El Fee Inspection Inspection Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee CONCRETE 118 Pipemakers Circle Suite 100 Pooler, Georgia 31322 Phone: 912-330-8990 Fax: 912-330-8998 NOTICE TO CONTRACTOR February 11, 2019 VIA CERTIFIED MAIL —RETURN RECEIPT REQUESTED/ USPS The City of Tybee Island, Georgia A Georgia Municipal Corporation 403 Butler Avenue PO Box 2719 Tybee Island, GA 31328 West Construction Company GA, LLC 41 Park of Commerce Way Suite 308 Savannah, GA 31405 RR# 9590 9402 3039 7124 9145 04 Cert # 7014 0510 0001 7001 3439 RR# 9590 9402 3039 7124 9145 11 Cert # 7014 1200 0000 5491 6477 RE: Notice to Owner of Property and Contractor Dear Sir/Madam: Pursuant to O.C.G.A.§ 44-14-361.5 (a), the undersigned gives to the owner of the property and to the contractor the following information: 1. Name, address and telephone number of the party providing labor, services and materials: THOMAS CONCRETE OF GEORGIA, INC. P.O. BOX 725569 ATLANTA, GA 31139 770/431-3300 2. Name and address of person at whose instance the materials are being furnished: CBM Concrete 18 Breezy Lane Hardeeville, SC 29927 3. Name and location of the project set forth in the Notice of Commencement: Tybee Island Marine Science Center North Beach Facility Lot 2367 Fort Screven Ward Tybee Island, GA 31328 4. Description of the labor, services and materials being provided: Ready Mixed Concrete 5. Contract price or anticipated value of the labor, services and materials to be provided or the amount claimed to be due, if any: $60,000 Marlene Faltemier Collections Specialist Marlene.faltemier@thomasconcrete.com Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 :-- INTERNATIONAL CODE COUNCIL MEMBER Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail El Fee Inspection Pass El Fail El Fee Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail Fee Gen. Contractor Permit No. City of Tybee Island • Community Develop Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, G •- 28 Phone 912.472-5032 • Fax 912.786.9539 lam% awl INTERNATIONAL CODE COUNCIL MEMBER Date Requested Owner's Name _ Date Needed Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass ❑ Fail ❑ Fee Inspection Pass 1[1 Fail El Fee Inspection .-15 Pass Fail Fee � �.f\ Inspection Pass ❑ Fail ❑ Fee Enter Approval Details https://wiringapproval.southemcompany.com/CreateApproval.aspx Site Map 1 Home 1 Contact Us W/A Approval Portal Home My Approvals Add Approval Search Manage Defaults User Profile Customer Service FAQs Contact Us Learn More GeorgiaPower.com Welcome Iisaroseschaaf Li Inspection Agency Information: TYBEE ISLAND Enter Approval Details Approval Information Inspection Agency Inspector Date Permit/Approval # Type Classification Electrician\Contact Contact Phone Wiring Approval Status Address Customer Name Phone Number Street # Street Name Also Known As Zip Date 01/22/2019 Select One Select One 1/22/2019 11:50:44 All Select Type Select One Submitted Service Order Unit/Suite/Lot# Select City Select Wiring Approval Number 190019 02011 Southern Company. All rights reserved. Privacy statement Terms of use User ID: Iisaroseschaaf Select One State Select Save & Copyl 'Save Onlyl Print Type T -Pole Address 37 MEDDIN Dr. Tybee Island, GA 31328 [Submit, Inspector's Notes Inspector's Note Help 1 Log Out Edit 1 .. -C 1 n1 Inn fn n l n 1 1. C n A It A- City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 Fax 912.786.9539 INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection `� Pass El Fail El Fee Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail Fee Inspection Pass ❑ Fail ❑ Fee Report No: Client: Project: REINFORCEMENT INSPECTION WHITAKER LABORA TORY, INC. P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakeriab.net www.whitakerlab.net 01 0720-193 ity of Tybee Island Lower Portion of Tybee Island Marine Science Center e Island, GA Date: 12/31/19 Inspected By: David Wood Area(s) Inspected: Generator Pad (See the note below) REMARKS: During today's inspection, the steel reinforcement and formwork within this area were observed to have been installed in general accordance with Section 1705.3 of the Schedule of Special Inspections and the plan details. This includes: o Inspection of reinforcing steel installation o Inspection of formwork for shape, lines, location and dimensions We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. 4_kpAigik F W7cd/2--._ Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Budding Owner's Name City of Tybee Island Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 37 Meddin Drive Company NAIC Number: City State ZIP Code City of Tybee Island Georgia 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 23467,Recomb. Plat of Lot 4,BLK 9,Lot 2357,BLKS 8&9&A Portion of unopened Wrenwood Ave,Fort Screven Ward(PB 51,P 677) A4. Budding Use (e.g., Residential, Non -Residential, Addition. Accessory, etc.) Non -Residential A5. Latitude/Longitude: Lat. 32.02261 Long. -80.84375 Horizontal Datum. ❑ NAD 1927 0 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Budding Diagram Number 6 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 112.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in d) Engineered flood openings? ❑ Yes 0 No A9. For a building with an attached garage: a) Square footage of attached garage WA sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes 0 No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number City of Tybee Island & 135164 82. County Name Chatham B3. State Georgia B4. Map/Panel Number 13051CO213 &214 85. Suffix G 86. FIRM Index Date 08-16-2018 B7. FIRM Panel Effective/ Revised Date 08-16-2018 B8. Flood Zone(s) AE B9. Base Flood E evation(s) (Zone AO, use Base Flood Depth) 11.0' B10. Indicate • the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: FIS Profile 0 FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 0 Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes 0 No Designation Date: • CBRS ❑ OPA orm 086-0-33 (12/19) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30.2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 37 Meddin Drive Policy Number: City State ZIP Code City of Tybee Island Georgia 31328 Company NAIC Number SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* 0 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al —A30, AE, AH, A (with BFE), VE, V1 —V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the budding diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: *Local Vertical Datum: NAVD 88 Indicate elevation datum used for the elevations in items a) through h) below. 0 NGVD 1929 0 NAVD 1988 0 Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 7.0 0 feet ❑ meters b) Top of the next higher floor 19.3 0 feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A • feet ❑ meters d) Attached garage (top of slab) N/A ❑ feet 0 meters e) Lowest elevation of machinery or equipment servicing the building feet ❑ 11.3 x meters (Describe type of equipment and location in Comments) ❑ f) Lowest adjacent (finished) grade next to building (LAG) 8.3 0 feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 9.0 0 feet III meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 8.5 x feet ❑ meters SECTION 0 — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes 0 No 0 Check here if attachments. Certifier's Name License Number Joseph Akard Hale, Jr. GA RLS No. 2886 Title Registered Land Surveyor • L tsre4�� Y Company Name Kern & Company, LLC g., * NO. 2U6 * Address 7 Mall Court r li'p* ~+1b;fu 04. City State ZIP Code Savannah Georgia 31406 ab A. N ik‘d4 Signature -� e. vl.� �.t Date Telephone Ext. 04-09-2020 (912) 354-8400 407 Copy : II pa es of this Elevation Certificat a : all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) SECTION A5: Method of determination by use of GPS receiver. SECTION A7: Wooden slats and metal mesh installed between foundation pilings. SECTION A8(a): Enclosure square footage is for the elevator shaft and elevator equipment room. SECTION B8: The building is in an area designated with Limit of Moderate Wave Action (LiMWA). SECTION C2: The Bench Mark used for this certificate established using "EGPS" GPS Base Station Network. SECTION C2(a): The elevation 7.0' is for the elevator pit. The elevation of the top of brick pavers of the lower level is 8.9'I9.0'. SECTION C2(b): The elevation 19.3' is for the top of the Post Tension Concrete Slab. The elevation for the top of the Pedestal Floor is 19.9'. SECTION C2(e): The elevation is for the top of the platform for the elevator pump unit and controller. The elevation for top of platforms for the condensing units is 13.0', and top of platform for the standby generator is 11.9'. orm 086-0- Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding inf --- - ---- --- - •• , .r„ uwv.rvt � 1, L- vvwII P 1 r USE Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 37 Meddin Drive Policy Number: City State ZIP Code City of Tybee Island Georgia 31328 Company NAIC Number SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 —E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1 —E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters 0 above ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is 0 feet ■ or meters ❑ above or 0 below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is 0 feet ❑ meters 0 above or ❑ below the HAG. E3. Attached garage (top of slab) is 0 feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet 0 meters ■ • below the above or E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the floodplain management ordinance? 0 Yes No ❑ Unknown. The local official must certify this information community's HAG. in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, 8, and 8 for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. =AAA C......... noa n nn tAn,.n, Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No) or P.O. Route and Box No. 37 Meddin Drive City City of Tybee Island OMB No. 1660-0008 Expiration Date: November 30, 2022 FOR INSURANCE COMPANY USE Policy Number: State Georgia ZIP Code 31328 Company NAIC Number SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 —G10. In Puerto Rico only, enter meters. G1. 0 The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4 —G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued 37. This permit has been issued for: 0 New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: 39. BFE or (in Zone AO) depth of flooding at the building site: G10, Community's design flood elevation: Local Official's Name Title ❑ feet 0 meters ❑ feet ❑ meters ❑ feet 0 meters Datum Datum Datum Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS ELEVATION CERTIFICATE See Instructions for Item A6. OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 37 Meddin Drive City City of Tybee Island FOR INSURANCE COMPANY USE Policy Number. State ZIP Code Georgia 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Photo One Photo One Caption Front & Left Side/Enclosure View (04-09-2020) Photo Two Caption Photo Two Rear View (04-09-2020) FEMA Form 086-0-33 (12/19) Clear Photo Two Replaces all previous editions. Form Page 5 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 37 Meddin Drive BUILDING PHOTOGRAPHS City City of Tybee Island FOR INSURANCE COMPANY USE Policy Number: State ZIP Code Georgia 31328 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. Photo Three Caption Photo Four Caption FEMA Form 086-0-33 (12/19) Right Side & Rear View (04-09-2020) Clear Photo Three Pedestal Floor installed on top of Post Tension Concrete Slab (04-09-2020) Clear Photo Four Replaces all previous editions. Form Page 6 of 6 Permit No. City of Tybee Island Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 II — Cock Date Requested s r' NTERNATIONAL CODE COUNCIL MEMBER Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address 37 Scope of Work Inspector Date of Inspection Inspection Pass El Fail El Fee Inspection Pass ❑ Fail Inspection Pass ® Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee 403 Butler Ave. Phone Island • Community Development Dept. Inspection Report • P.O.Box 2749 • Tybee Island, GA 31328 912.472.5033 • Fax 912.786.9539 INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass El Fail El Fee Inspection Pass ® Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee 403 Butler Ave. Phone Island • Community Development Dept. Inspection Report • P.O.Box 2749 • Tybee Island, GA 31328 912.472.5033 • Fax 912.786.9539 Wilk 1 anal• INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pais Fail El Fee Inspection Pass El Fail Fee Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Enter Approval Details https://wiringapproval.southerncompany.com/CreateApproval.aspx Site Map I Horne I Contact Us WIN Approval Portal Home My Approvals Add Approval Search Manage Defaults User Profile Customer Service FAQs Contact Us Learn More GeorgiaPower.com Welcome lisaroseschaaf 0 Inspection Agency Information: TYBEE ISLAND Enter Approval Details Approval Information Inspection Agency Inspector Date Permit/Approval # Premise Id Type Classification Electrician Electrician Phone# Wring Approval Status Address Contact Name Contact Phone # Street # Street Name Also Known As Zip ' Select City Select Select One Select One 12/30/2019 9:42:01 AM Select Type Select One Submitted Service Order Date Wiring Approval Number 12/30/2019 190019 Unit/Suite/Lot# 02011 Southern Company. All rights reserved. Privacy statement Terms of use User ID: lisaroseschaaf Select One Inspector's Notes State Select Save & Copy Save Only Print Type Permanent Address 37 MEDDIN Dr. Tybee Island, GA 31328 Submit Help 1 Log Out Inspector's Note Edit CITY OF TYBEE ISLAND CERTIFICATE OF OCCUPANCY DATE COMPLETED: 5/19/2020 This Certificate issued pursuant to the requirements of the Standard Building Code Certifying that at the time of issuance this structure was in compliance with the various ordinances of the Jurisdiction regulating building construction or use. PERMIT #: 190019 PROPOSED USE: NEW BUILDING OCCUPANCY TYPE: P CONTACT NAME MARINE SCIENCE CENTER -NEW CONTACT ADDRESS 37 MEDDIN DRIVE CONTACT CITY STATE ZIP TYBEE ISLAND GA 31328 PROPERTY ADDRESS 37 MEDDIN DRIVE APPROVED BY: P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-5737 www.cityoftybee.org CERTIFICATE OF OCCUPANCY REQUIREMENTS As Applicable Peiuut # 19-0019 Job Address 37 MEDDIN DR Ca - 13 ao Job Name NEW MARINE SCIENCE CENTER/CITY OF TYBEE ISLAND Owner/Contractor Post house number (and unit numbers if applicable) Energy Code Compliance Certificate Pass Final Building inspections Elevation Certificate, Finished Construction As -built Survey Height Certification (can be noted on the as -built survey) Drainage Certification from Project Engineer N/A Recorded Nonconversion Agreement (attached) must be recorded with Chatham County N/A Breakaway Wall Certificate (V -Zone only) N/A Mitigation of Trees N/A Payment of outstanding fees City of Tybee Island City staff will coordinate these items when the needed documents from the list above have been submitted. Please do not contact the engineer or director. Drainage Certification from the City's Consulting Engineer Drainage Certification from the Director of Public Works Department FEMA Inspection from Planning & Zoning Manager Pond Certification Tybee Island Marine Science Center Engineer: Kern & Co., LLC (Chad Zittrouer) Required Pond Volumes (from Design) - 6,834 cf Constructed Pond Volumes (from Ashuilts) 6,930 cf (Volume excludes 300 cf of volume from boulders which remain in the detention basin) ***The as -built pond volumes are greater than the design pond volumes. Therefore, I hereby certify the detention pond has been constructed to meet the design requirements. \fil COMcheck Software Version 4.1.1.0 rift Envelope �Cornpliance Certificate Project Information Energy Code: 90.1 (2007) Standard Project Title: Tybee Island Marine Science Center Location: Savannah, Georgia Climate Zone: 2a Project Type: New Construction Vertical Glazing / Wall Area: 31 % Construction Site: Owner/Agent: Designer/Contractor: 37 Meddin Dr. Maria Procopio West Construction Company Tybee Island, GA Tybee Island Marine Science Center Building Area Floor Area 1 -Museum : Nonresidential 5366 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U - or R -Value R -Value U -Factor Factor( ) Perimeter Roof: Metal Building, Screw Down, [Bldg. Use 1 - Museum] 5366 0.0 30.0 0.032 0.065 Floor 1: Concrete Floor (over unconditioned space), [Bldg. Use 1 - 5366 3.0 0.164 0.107 Museum] NORTH Exterior Wall 1: Wood -Framed, 16" o.c., [Bldg. Use 1 - Museum] 1968 21.0 0.0 0.062 0.089 Window 1: Metal Frame with Thermal Break, Perf. Specs.: Product ID 840 - 0.300 0.750 n/a, SHGC 0.40, PF 0.10, VT 0.60, [Bldg. Use 1 - Museum] (b) Door 1: Glass (> 50% glazing):Metal Frame, Non -Entrance Door, Perf. 84 --- 0.900 0.750 Type: Energy code default, Double Pane with Low -E, Tinted , SHGC 0.50, PF 0.10, VT 0.40, [Bldg. Use 1 - Museum] EAST Exterior Wall 2: Wood -Framed, 16" o.c., [Bldg. Use 1 - Museum] 800 21.0 0.0 0.062 0.089 Window 2: Metal Frame with Thermal Break, Perf. Specs.: Product ID 325 0.400 0.750 n/a, SHGC 0.30, PF 0.10, VT 0.50, [Bldg. Use 1 - Museum] (b) SOUTH Exterior Wall 3: Wood -Framed, 16" o.c., [Bldg. Use 1 - Museum] 1968 21.0 0.0 0.062 0.089 Window 3: Metal Frame with Thermal Break, Perf. Specs.: Product ID 260 0.300 0.750 n/a, SHGC 0.40, PF 0.30, VT 0.50, [Bldg. Use 1 - Museum] (b) Door 2: Glass (> 50% glazing):Metal Frame, Entrance Door, Perf. 42 0.300 1.100 Specs.: Product ID n/a, SHGC 0.40, PF 0.30, VT 0.60, [Bldg. Use 1 - Museum] (b) WEST Exterior Wall 4: Wood -Framed, 16" o.c., [Bldg. Use 1 - Museum] 480 21.0 0.0 0.062 0.089 Window 4: Metal Frame with Thermal Break, Perf. Specs.: Product ID n/a, SHGC 0.30, PF 0.30, VT 0.60, [Bldg. Use 1 - Museum] (b) 60 0.400 0.750 (a) Budget U -factors are used for software baseline calculations ONLY, and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. Project Title: Tybee Island Marine Science Center Report date: 05/12/20 Data filename: J:\120418\Architectural Structural MEP\Design\MEP\COMcheck\120418.cck Page 1 of 17 Envelope PASSES: Design 5% better than code Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed envelope systems have been designed to meet the 90.1 (2007) Standard requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name - Title Signature Date Project Title: Tybee Island Marine Science Center Report date: 05/12/20 Data filename: J:\120418\Architectural Structural MEP\Design\MEP\COMcheck\120418.cck Page 2 of 17 Jr')41j Interior Lighting Compliance Certificate wmcnec►c Software Version 4.1.1.0 CO check 4.1.1.0 Project Information Energy Code: Project Title: Project Type: 90.1 (2007) Standard Tybee Island Marine Science Center New Construction Construction Site: Owner/Agent: Designer/Contractor: 37 Meddin Dr. Maria Procopio West Construction Company Tybee Island, GA Tybee Island Marine Science Center Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 1 -Museum 5366 1.10 5903 Proposed Interior Lighting Power A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Total Allowed Watts = 5903 B C D E Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 1 -Museum LED Track Lighting Fixtures: LED Other Fixture Unit 36W: 1 100 35 3500 Total Proposed Watts = 3500 Interior Lighting PASSES: Design 41% better than code Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 90.1 (2007) Standard requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Nicholas Fortenberry ° ,(, Name - Title Signature 05/12/20 Date Project Title: Tybee Island Marine Science Center Report date: 05/12/20 Data filename: J:\120418\Architectural Structural MEP\Design\MEP\COMcheck\120418.cck Page 3 of 17 1141 Exterior Lighting Compliance Certificate COMcheck Software Version 4.1.1.0 Project Information Energy Code: Project Title: Project Type: 90.1 (2007) Standard Tybee Island Marine Science Center New Construction Construction Site: Owner/Agent: Designer/Contractor: 37 Meddin Dr. Maria Procopio West Construction Company Tybee Island, GA Tybee Island Marine Science Center Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts / Unit Wattage (B X C) Walkway < 10 feet wide 750 ft of 1 Yes 750 Total Tradable Watts (a) = 750 Total Allowed Watts = 750 Total Allowed Supplemental Watts (b) = 38 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. (b) A supplemental allowance equal to 38 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast B C D E Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Walkway < 10 feet wide (750 ft of walkway length): Tradable Wattage LED 1: LED Other Fixture Unit 25W: 1 15 20 300 Total Tradable Proposed Watts = 300 Exterior Lighting PASSES: Design 62% better than code Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 90.1 (2007) Standard requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Nicholas Fortenberry Name - Title Signature 05/12/20 Date Project Title: Tybee Island Marine Science Center Report date: 05/12/20 Data filename: J:\120418\Architectural Structural MEP\Design\MEP\COMcheck\120418.cck Page 4 of 17 COMcheck Software Version 4.1.1.0 COMcheck Software Version 4.1.1.0 (44,1414 Mechanical Compliance Certificate Project Information Energy Code: 90.1 (2007) Standard Project Title: Tybee Island Marine Science Center Location: Savannah, Georgia Climate Zone: 2a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 37 Meddin Dr. Maria Procopio West Construction Company Tybee Island, GA Tybee Island Marine Science Center Mechanical Systems List Quantity System Type & Description 4 HVAC System 1 (Single Zone): Split System Heat Pump Heating Mode: Capacity = 60000 kBtu/h, Proposed Efficiency = 4.00 COP, Required Efficiency = 3.20 COP Cooling Mode: Capacity = 66000 kBtu/h, Proposed Efficiency = 18.60 EER, Required Efficiency: 9.50 EER + 9.2 IPLV Fan System: None Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 90.1 (2007) Standard requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Nicholas Fortenberry Name - Title Signature i,7 - 05/12/20 Dale Project Title: Tybee Island Marine Science Center Report date: 05/12/20 Data filename: J:\120418\Architectural Structural MEP\Design\MEP\COMcheck\120418.cck Page 5 of 17 COMchleck Software Version 4.1.1.0 Inspection Checklist Energy Code: 90.1 (2007) Standard Requirements: 14.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # & Req.ID Plan Review Complies? Comments/Assumptions 4.2.2 Plans and/or specifications provide all ❑Complies Requirement will be met. [PR1]1 information with which compliance Does Not can be determined for the building envelope and document where ❑Not Observable exceptions to the standard are ❑Not Applicable claimed. 4.2.2, Plans, specifications, and/or Complies Requirement will be met. 6.4.2 calculations provide all information ❑Does Not [PR2]i with which compliance can be determined for the mechanical systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. ❑Not Observable •Not Applicable 4.2.2, Plans, specifications, and/or EComplies Requirement will be met. 7.4.1 calculations provide all information ❑Does Not [PR3]i with which compliance can be ❑Not Observable determined for the service water heating systems and equipment and ❑Not Applicable document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. 4.2.2 Plans, specifications, and/or ❑Complies Requirement will be met. [PR4]1 calculations provide all information ❑Does Not with which compliance can be [Not Observable determined for the lighting and electrical systems and equipment and ❑Not Applicable document where exceptions to the standard are claimed. Information provided should include interior lighting power calculations, wattage of bulbs and ballasts, transformers and control devices. 6.7.2.4 Detailed instructions for HVAC •Complies Exception: Requirement does not apply. [PR5]i systems commissioning included on ❑Does Not the plans or specifications for projects Not Observable >=50,000 ft2. ❑Not Applicable 8.4.1.1, Plans, specifications, and/or ❑Complies Requirement will be met. 8.4.1.2 calculations provide all information ■Does Not [PR6]2 with which compliance can be ['Not Observable determined for the electrical systems and equipment and document where ❑Not Applicable exceptions are claimed. Feeder connectors sized in accordance with approved plans and branch circuits sized for maximum drop of 3%. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 I Low Impact (Tier 3) Project Title: Tybee Island Marine Science Center Data filename: J:\120418\Architectural Structural MEP\Design\MEP\COMcheck\120418.cck Report date: 05/12/20 Page 6 of 17 1 High Impact (Tier 1) 12 'Medium Impact (Tier 2) 3 ; Low Impact (Tier 3) Project Title: Tybee Island Marine Science Center Report date: 05/12/20 Data filename: J:\120418\Architectural Structural MEP\Design\MEP\COMcheck\120418.cck Page 7 of 17 Section # & Req.ID Footing / Foundation Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions 5.5.3.3 [FO1]1 Below -grade wall insulation R- value. R- R- •Complies Does Not See the Envelope Assemblies table for values. •Not Observable ❑Not Applicable 5.5.3.5 [FO3]1 Slab edge insulation R -value. R- R- ■Complies •Does Not See the Envelope Assemblies table for values. • Unheated • Unheated • Heated • Heated ■Not Observable ■Not Applicable 5.5.3.5 [FO5]1 Slab edge insulation depth/length. ft ft ❑Complies See the Envelope Assemblies ❑Does Not table for values. ❑Not Observable ❑Not Applicable 5.8.1.7.3 [FO7)1 Insulation in contact with the ground has <=0.3% water absorption rate per ASTM C272. ❑Complies •Does Not ['Not Observable ■Not Applicable 6.4.3.8 [FO9]3 Freeze protection and snow/ice melting system sensors for future connection to controls. •Complies ■Does Not ['Not Observable ■Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 , Low Impact (Tier 3) Project Title: Tybee Island Marine Science Center Report date: 05/12/20 Data filename: J:\120418\Architectural Structural MEP\Design\MEP\COMcheck\120418.cck Page 8 of 17 Section # & Req.ID Framing / Rough-ln Inspection Plans Verified Value Field Verified Value d Complies? I Comments/Assumptions 5.4.3.2 Factory -built fenestration and Fenestration Fenestration ❑Complies [FR1]3 doors are labeled as meeting air _ cfm/ft2 _ cfm/ft2 ❑Does Not leakage requirements. Doors Doors ❑Not Observable cfm/ft2 cfm/ftz ❑Not Applicable 5.5.4.3a Vertical fenestration U -Factor. U- U- ❑Complies See the Envelope Assemblies [FR8]1 ❑Does Not table for values. [Not Observable ❑Not Applicable 5.5.4.3b Skylight fenestration U -Factor. U- U- ❑Complies See the Envelope Assemblies [FR9]1 ❑Does Not table for values. [Not Observable ❑Not Applicable 5.5.4.4.1 Vertical fenestration SHGC value. SHGC: SHGC: ❑Complies See the Envelope Assemblies [FR10]1 ElDoes Not table for values. ['Not Observable ❑Not Applicable 5.5.4.4.2 Skylight SHGC value. SHGC: SHGC: ❑Complies See the Envelope Assemblies [FR11]1 ❑Does Not table for values. [Not Observable ❑Not Applicable 5.8.2.1, Fenestration products rated in ❑Complies 5.8.2.4 accordance with NFRC. ❑Does Not [FR12]2 [Not Observable ❑Not Applicable 5.8.2.2 Fenestration products are ❑Complies [FR13]1 certified as to performance labels ❑Does Not or certificates provided. [Not Observable ❑Not Applicable 5.8.2.3, U -factor of opaque doors U- U- ❑Complies See the Envelope Assemblies 5.5.3.6 associated with the building • Swinging • Swinging ❑Does Not table for values. [FR14]2 thermal envelope meets • Nonswinging • Nonswinging ENot Observable requirements. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Tybee Island Marine Science Center Data filename: J:\120418\Architectural Structural MEP\Design\MEP\COMcheck\120418.cck Report date: 05/12/20 Page 9 of 17 Section # 'Si Req.ID Mechanical Rough -In Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions 6.4.1.4, HVAC equipment efficiency Efficiency: Efficiency: EComplies See the Mechanical Systems list 6.4.1.5 verified. Non-NAECA HVAC ❑Does Not for values. [ME1]2 equipment labeled as meeting 90.1. ['Not Observable ❑Not Applicable 6.4.3.4.1 Stair and elevator shaft vents ❑Complies [ME3]3 have motorized dampers that ■Does Not automatically close. •Not Observable ■Not Applicable 6.4.3.4.5 Ventilation fans >0.75 hp have •Complies [ME5]3 automatic controls to shut off fan ❑Does Not when not required. •Not Observable ❑Not Applicable 6.4.3.9 Demand control ventilation EComplies [ME6]1 provided for spaces >500 ft2 and DDoes Not >40 people/1000 ft2 occupant ❑Not Observable density and served by systems with air side economizer, auto ❑Not Applicable modulating outside air damper control, or design airflow >3,000 cfm. 6.4.4.1.1 Insulation exposed to weather •Complies [ME7]3 protected from damage. •Does Not Insulation outside of the conditioned space and associated [Not Observable with cooling systems is vapor ❑Not Applicable retardant. 6.4.4.1.2 HVAC ducts and plenums R- R- ❑Complies [ME8]2 insulated. ❑Does Not ❑Not Observable ❑Not Applicable 6.4.4.1.3 HVAC piping insulation thickness. in. in. EComplies [ME9]2 ❑Does Not ❑Not Observable ❑Not Applicable 6.4.4.2.1 Ducts and plenums sealed based ❑Complies [ME10]2 on static pressure and location. ❑Does Not [Not Observable •Not Applicable 6.4.4.2.2 Ductwork operating >3 in. water ❑Complies [ME11]3 column requires air leakage ❑Does Not testing. •Not Observable •Not Applicable 6.5.2.3 Dehumidification controls ■Complies [ME19]3 provided to prevent reheating, ElDoes Not recooling, mixing of hot and cold airstreams or concurrent heating ['Not Observable and cooling of the same ■Not Applicable airstream. 6.5.4.1 HVAC pumping systems >10 hp ❑Complies [ME25]3 designed for variable fluid flow. ❑Does Not ['Not Observable ❑Not Applicable 6.5.6.1 Exhaust air energy recovery on ❑Complies [ME30]1 systems >=5,000 cfm and 70% ❑Does Not of design supply air. ❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Tybee Island Marine Science Center Data filename: J:\120418\Architectural Structural MEP\Design\MEP\COMcheck\120418.cck Report date: 05/12/20 Page 10 of 17 Section # & Req.ID Mechanical Rough -In Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions 6.5.7.1 Kitchen hoods >5,000 cfm have •Complies [ME32]2 make up air >=50% of exhaust ❑Does Not air volume. [Not Observable ❑Not Applicable 6.5.7.2 Fume hoods exhaust systems ❑Complies [ME33]1 >=15,000 cfm have VAV hood ❑Does Not exhaust and supply systems, direct make-up air or heat [Not Observable recovery. ■ Not Applicable 6.5.8.1 Unenclosed spaces that are ❑Complies [ME34]3 heated use only radiant heat. ❑Does Not ['Not Observable ❑Not Applicable Additional Comments/Assumptions: I 1 'High Impact (Tier 1) 12 I Medium Impact (Tier 2) 3 I Low Impact (Tier 3) Project Title: Tybee Island Marine Science Center Report date: 05/12/20 Data filename: J:\120418\Architectural Structural MEP\Design\MEP\COMcheck\120418.cck Page 11 of 17 Section # & Req.ID Rough -In Electrical Inspection Complies? Comments/Assumptions 9.4.1.1 Automatic controls to shut off all •Complies Exception: where auto shutoff would endanger safety or [EL1]2 building lighting installed in buildings ❑Does Not security. >5,000 ft2. ❑Not Observable ❑Not Applicable 9.4.1.2 Independent lighting controls installed ❑Complies [EL2]2 per approved lighting plans and all ❑Does Not manual controls readily accessible and Not Observable visible to occupants. ❑Not Applicable 9.4.1.3 Automatic lighting controls for exterior ❑Complies Requirement will be met. [EL3]2 lighting installed. ❑Does Not ['Not Observable ❑Not Applicable 9.4.1.4 Separate lighting control devices for ❑Complies [EL4]1 specific uses installed per approved ❑Does Not lighting plans. ❑Not Observable ❑Not Applicable 9.4.2 [EL5]3 Ballasted one and three lamp fixtures ❑Complies with >30 W/lamp have two lamp Oboes Not tandem wired ballasts when >=2 Not Observable fixtures in same space on same control. ❑Not Applicable 9.4.3 Exit signs do not exceed 5 watts per ❑Complies [EL6]1 face. El Does Not ['Not Observable • Not Applicable 9.4.4 Exterior grounds lighting over 100 W ❑Complies [EL7]1 provides >60 Im/W unless on motion ❑Does Not sensor or fixture is exempt from scope ❑Not Observable of code or from external LPD. ❑Not Applicable 9.6.2 Additional interior lighting power ❑Complies [EL8]1 allowed for special functions per the ElDoes Not approved lighting plans and is ❑Not Observable automatically controlled and separated from general lighting. ❑Not Applicable 10.4.1 Electric motors meet requirements ❑Complies [EL9]2 where applicable. ❑Does Not [Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Tybee Island Marine Science Center Report date: 05/12/20 Data filename: J:\120418\Architectural Structural MEP\Design\MEP\COMcheck\120418.cck Page 12 of 17 Section # & Req.ID Insulation Inspection Plans Verified ( Field Verified I Value Value j Complies? Comments/Assumptions 5.4.3.1 All sources of air leakage in the Complies ['NW building thermal envelope are ElDoes Not sealed, caulked, gasketed, weather stripped or wrapped with ■Not Observable moisture vapor -permeable ENot Applicable wrapping material to minimize air leakage. 5.5.3.1 Roof R -value. For some ceiling R- R- ❑Complies See the Envelope Assemblies [IN2]1 systems, verification may need to • Above deck • Above deck ❑Does Not table for values. occur during Framing Inspection. • Metal • Metal ❑Not Observable ■ Attic • Attic ❑Not Applicable 5.8.1.2, Roof insulation installed per ❑Complies 5.8.1.3 manufacturer's instructions. ❑Does Not [IN3]1 Blown or poured loose -fill insulation is installed only where ['Not Observable the ceiling slope is <= 3:12. ❑Not Applicable 5.5.3.1.1 High-albedo roofs meet solar SR: SR: ❑Complies [IN5]3 reflectance of 0.70 and thermal SRI: SRI: ❑Does Not emittance of 0.75 or SRI of 82. ❑Not Observable ❑Not Applicable 5.5.3.2 Above -grade wall insulation R- R- R- ❑Complies See the Envelope Assemblies [IN6]1 value. [l Mass • Mass ❑Does Not table for values. • Metal • Metal ❑Not Observable • Steel • Steel ❑Not Applicable • Wood • Wood 5.8.1.2 Above -grade wall insulation ❑Complies [IN7]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 5.5.3.4 Floor insulation R -value. R- R- ❑Complies See the Envelope Assemblies [IN8]1 • Mass • Mass ❑Does Not table for values. • Steel • Steel ['Not Observable • Wood • Wood ❑Not Applicable 5.8.1.2 Floor insulation installed per ❑Complies [IN9]1 manufacturer's instructions. ❑Does Not [Not Observable ❑Not Applicable 5.8.1.1 Building envelope insulation is EComplies [IN1012 labeled with R -value or insulation ❑Does Not certificate providing R -value and other relevant data. ['Not Observable ❑Not Applicable 5.8,1.4 Eaves are baffled to deflect air to ❑Complies [IN11]z above the insulation. EDoes Not :Not Observable ❑Not Applicable 5.8.1.5 Insulation is installed in •Complies [IN12]2 substantial contact with the ❑Does Not inside surface separating conditioned space from [Not Observable unconditional space. ❑Not Applicable 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Tybee Island Marine Science Center Data filename: J:\120418\Architectural Structural MEP\Design\MEP\COMcheck\120418.cck Report date: 05/12/20 Page 13 of 17 Section # & Req.ID Insulation Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions 5.8.1.6 Recessed equipment installed in •Complies [IN13]2 building envelope assemblies does not compress the adjacent insulation. •Does Not [Not Observable ❑Not Applicable 5.8.1.7 Exterior insulation is protected •Complies (IN14]2 from damage with a protective ❑Does Not material. Verification for exposed foundation insulation may need ■Not Observable to occur during Foundation ❑Not Applicable Inspection. 5.8.1.7.1 Attics and mechanical rooms •Complies [IN15]2 have insulation protected where ❑Does Not adjacent to attic or equipment access. [Not Observable ❑Not Applicable 5.8.1.7.2 Foundation vents do not interfere ❑Complies [IN16]2 with insulation. ❑Does Not •Not Observable ❑Not Applicable 5.8.1.8 Insulation intended to meet the EComplies [IN17]3 roof insulation requirements ❑Does Not cannot be installed on top of a suspended ceiling. Mark this ['Not Observable requirement compliant if ❑Not Applicable insulation is installed accordingly. Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: Tybee Island Marine Science Center Report date: 05/12/20 Data filename: J:\120418\Architectural Structural MEP\Design\MEP\COMcheck\120418.cck Page 14 of 17 Section # & Req,1D Final Inspection Complies? Comments/Assumptions 5.4.3.3 Weatherseals installed on all loading •Complies [F11]1 dock cargo doors in Climate Zones 4- ElDoes Not 8. ['Not Observable ❑Not Applicable 6.4.3.1.1 Heating and cooling to each zone is •Complies [F12]2 controlled by a thermostat control. ❑Does Not ■ Not Observable ❑Not Applicable 6.4.3.1.2, Thermostatic controls have a 5 °F •Complies 6.4.3.2, deadband. ❑Does Not 6.4.3.3, 6.4.3.3.1, ❑Not Observable 6.4.3.3.2 ❑Not Applicable [F13]2 6.4.3.5 Heat pump controls prevent ❑Complies [F15]3 supplemental electric resistance heat ❑Does Not from coming on when not needed. ❑Not Observable ❑Not Applicable 6.4.3.7 When humidification and ❑Complies [F16]3 dehumidification are provided to a ❑Does Not zone, simultaneous operation is prohibited. ❑Not Observable ❑Not Applicable 6.7.2.1 Furnished HVAC as -built drawings ❑Complies [FI7]3 submitted within 90 days of system ❑Does Not acceptance. ['Not Observable ❑Not Applicable 6.7.2.2 Furnished O&M manuals for HVAC ❑Complies [F18}3 systems within 90 days of system ❑Does Not acceptance. ['Not Observable ❑Not Applicable 6.7.2.3 An air and/or hydronic system ElComplies [F19]1 balancing report is provided for HVAC ❑Does Not systems serving zones >5,000 ft2 of conditioned area. ['Not Observable ❑Not Applicable 6.7.2.4 HVAC control systems have been ❑Complies [F110]1 tested to ensure proper operation, ❑Does Not calibration and adjustment of controls. ENot Observable ❑Not Applicable 8.7.1 Furnished as -built drawings for EComplies [F116]3 electric power systems within 30 days ❑Does Not of system acceptance. ENot Observable ❑Not Applicable 8.7.2 Furnished O&M instructions for ❑Complies [F117]3 systems and equipment to the ❑Does Not building owner or designated representative. ['Not Observable ❑Not Applicable 9.2.2.3 Interior installed lamp and fixture ❑Complies See the Interior Lighting fixture schedule for values. [F118]' lighting power is consistent with what ❑Does Not is shown on the approved lighting plans, demonstrating proposed watts ['Not Observable are less than or equal to allowed ❑Not Applicable watts. 1 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 j Low Impact (Tier 3) Project Title: Tybee Island Marine Science Center Data filename: J:\120418\Architectural Structural MEP\Design\MEP\COMcheck\120418.cck Report date: 05/12/20 Page 15 of 17 Section # & Req.ID Final Inspection Complies? Comments/Assumptions 9.4.5 Exterior lighting power is consistent ❑Complies See the Exterior Lighting fixture schedule for values. [F119]1 with what is shown on the approved ❑Does Not lighting plans, demonstrating proposed watts are less than or equal Not Observable to allowed watts. Observable_ Applicable 6.4.3.2 Temperature controls have setpoint ❑Complies [F120]' overlap restrictions. ❑Does Not ['Not Observable ENot Applicable 6.4.3.3.1 HVAC systems equipped with at least ❑Complies [F1211' one automatic shutdown control. ❑Does Not ['Not Observable ❑Not Applicable 6.4.3.3.2 Setback controls allow automatic ❑Complies [F122]' restart and temporary operation as ❑Does Not required for maintenance. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Tybee Island Marine Science Center Report date: 05/12/20 Data filename: J:\120418\Architectural Structural MEP\Design\MEP\COMcheck\120418.cck Page 16 of 17 Project Title: Tybee Island Marine Science Center Report date: 05/12/20 Data filename: J:\120418\Architectural Structural MEP\Design\MEP\COMcheck\120418.cck Page 17 of 17 CITY OF TYBEE ISLAND TEMPORARY CERTIFICATE OF OCCUPANCY DATE ISSUED: 5/1/2020 DATE OF EXPIRATION: 5/8/2020 PERMIT#: PROPOSED USE: CONTACT NAME CONTACT ADDRESS CONTACT CITY STATE ZIP PROPERTY ADDRESS APPROVED BY: 19-0019 NEW COMMERCIAL BLDG. CITY OF TYBEE ISLAND 403 BUTLER AVE TYBEE ISLAND, GA. 31328 37 MEDDIN DRIVE P.O. Box 2749- 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573- FAX (912) 786-5737 www.cityoftybee.org City of Tybee Island • Community Development Dept. Inspection Report 403 Butter Ave. • P.O.Box 2749 • Tybee Island, GA 31328 Phone 912.472.5033 • Fax 912.786.9539 L104 bk Ems", INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Date Needed Subcontractor Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail Fee iQkL (s JQ Inspection Pass Fail El Fee Inspection Pass ❑ Fail Ej Fee Inspection Pass Fail ❑ Fee 12V LED Deck Lights - Window Round Deck Accent Light with Faceplate Model #: SLR-WW2-12V-OCU ,0. 0 ,0.0 ,0. 0 ,0.1 ,0.1 •0. 0 OD 1.a +. + 0.0 , 0.0 , 0. 0 94 0 0.0 ,0.0 ,0. 0 0D 0. 1 ,0.0 ,0.0 .8 ,0 0.5 ,0. 2 , 0.2 \,Q.3 •0. . .4 .0.3 ,02 q, 6.3 •0. 3 •. • 0. 3 •0. 3, o0. 3 ,0. 3 ,0.3 .0.3 , 0. 3 ,0.3 .0.3 .0.4 ,0.3 .0.3 .0 .3 •0.3 t.0 0.2 1 y . +.2 08.2,Q2_ 0.2 0.2 •0.2 8g? 0.2 0. 2 +.2 0 , i 0. 0 ,30 .2 ,0.2 0.2 02 1f.0 �.3 ,0.2 f�!0.� �* .1 1�.1�•+.3 .•1 �_�• U3 1 0.5 '. 1 , . 0.4• 0. 0 ,0. 0 0.0 .00 .0.0 p�� ,0 .0 14\12, 0. 5 •0.0. 3 ,01 02 . F3 ;�.5 ;IIY-+, +.8 ,0.8J 0.5 0.2 0.0.0.1 ,0.2 ,07f. ,0 ,0.3 ,0.4 ,0.3 ,0.3 • 0.3 • 0. 5 •0.7 0. 5 • '. 5 •0. • 0. 8 ,0. 5 :0.5 . - ,0.7 +. .0.5 , - ,0.7 ,0.6 0.6 .9:8--,+ .8 ,1.5 0.5 •0. 4 ,0.3 0.3 ,. , ,u. 4 ,044.70-7;-:- .7...--,;--, .<73:74 „---,...4-7.--y4 .7471.7074-11".6 .$1 .3 0.1 .r t5d E G' FtcLLLiD CG=TH @Y (91 HOTG-SEkSrJ3': .8 ,0.6 ,0 .5 0.5 '1144.1 LIGF. 0.5 .4 ,0.3 .0.3 .0.3 .0 .4 o.p 4 .2 , ,0.1 4 ,' 0.0.1 0.1 •0. 2 0.2 ,0 .2 • 0.1 + 1 0.1 ,0.1 ,0 .2 + .2 •0 .2 •0 .2 ,0 x.0.1 ,OJ ,0. 1 +.1 •0.1 0.1 0.2 0 + 3.2.0.3 ,Q.'2 r• 0. 0 ,0.0 ,0.1 ,0.1 0.1 0.1 .0 .1 ,0 .1 •0.1 02 .0.2,' . 0.0 .0.0 .0.1 0.1 .0 .1 0.1 1 .1 .0.1 •0 .1 ,0.1 .0�1 r 0.2 5-6 1- 9=-D3 =9.3� T -9: 3 ,P3 •-,0' -et,0.3; 03-;U# --- � �9.i'---T-t 1f •�/t►": 1E • drL�.: -17 • �^'la . -15 •f.+'lOi-14 J �� 0.2 , 0.2 .0? 0 .2 Q,•11�� .t ,0.5 ,0.4 •0.4 .0 .ti•0 .5 , OAS ,OJi0.4 ,0.. •0.4 •0.8 •0.8 ,0.6 ,0.8 ,0.6 ,0 .6 ,0.0 ,0 .6 •00 •0.0 ,0 0.5 •0.5 •0 .5 •0.5 ,0 .5 .00 ,0.6 ,0.6 .0 .0 .00 •0.5_--' ---- ---------------- - 0.1 +. .0.1 .. .OA/ SITE LIGHTING PLAN DA S[' •11. k. 316" = 1'-O r ,0 .4 ,0.5 „0 .5 •0.4 _ DS^ City of Tybee 403 Bugler Ave. Phone Island • Community Development Dept. Inspection Report • P.O.Box 2749 • Tybee Island, GA 31328 912.472.5033 • Fax 912.786.9539 itt INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass ❑ Fail ❑ Fee Inspection Pass ® Fail ❑ Fee Inspection Pass ❑ Fail1:1 Fee Inspection Pass ❑ Fail 0 Fee uilding "ermit Number 1 — mac q Applicant's Name: C ` I4.4 Telephone: (jesis- Cc�v�S�Wt I. /lot - 4/1 -1 - Owner's Name: C 1 4-LI G -F - Address: 3 7 n1e_8am Telephone: Si'7-637& All development — Base Flood Elevation Data Provided: A. The as -built elevation certification from a registered land surveyor or Professional engineer has been submitted? B. The lowest floor elevation is at or above the required lowest floor elevation? C. Electrical, heating, ventilation, plumbing, air conditioning equipment (including duct work) and other service facilities are located above BFE or flood proofed? 11. Development in Zones A, AE, Al -A30 and AH: A. Solid foundation perimeter walls located below BFE: 1. There are at least two (2) openings? 2. Square footage of enclosed area subject to flooding 3. Square inches of venting required 4. Square inches per opening (multiply 1 by w) 5. Number of required vents (3 above divided by 4 above) 6. Foundation contains the minimum number of vents? 7. The bottom of each opening is no higher than one (1) foot above grade? 8. Any cover on openings will permit the automatic flow of floodwaters In both directions? B. Base flood elevation andlor floodway data not available or AO Zones: 1. The lowest floor is at least one (1) foot above the highest adjacent grade? 2. The development meets the setback requirements of the ordinance? 3. If 2 above was "no", has a No -Rise Certification been submitted? Reviewer's Name: Date reviewed: B. Floodway data is provided. 1. Did this development encroach in the floodway? 2. Do the actual field conditions meet the proposed actions and technical date requirements? 3. If C1 was "yes", has a No -Rise Certification been submitted? Reviewer's Name: Date reviewed III. Development in Zones V, VE and V! -V30, VO (Coastal High Hazard Areas). A. Development location complies with all coastal setback requirements? B. Structure is securely anchored to pilings or columns and certification by a Registered, professional architect or engineer has been submitted? Reviewer's Name: Date reviewed: C. Walls permitted below the base flood elevation consist of decorative lattice work or, Where permitted, are breakaway and have been certified by a registered, professional Architect or Engineer? Reviewer's Name: Date reviewed: Local Administrator's Signature: City of Tybee Island 403 Butler Avenue - P.O. Box 2749 Tybee Island, Ga. 31328-2749 or NO r NO or NO YES or YES or NO YES or NO YES OR NO YES or NO YES or NO YES or NO YES or NO YES or NO YES or NO YES or NO YES or NO YES or NO Date: q (7`22 TYBEE ISLAND MARINE SCIENCE CENTER 4 1/1 Kern & Co., LLC Consulting Engineers • Land Surveyors • Land Planners Architects • Landscape Architects • Ens ironmental Scientist December 18, 2019 Donald Russel Southern Company Savannah, GA Re: Project Name: Tybee Marine Science Center Project Location: 37 Meddin Drive, Tybee Island, GA Kern -Coleman & Co., LLC Project No.: 120418.000 Mr. Russel: Based on the phone conversation had on December 18, 2019, it was reported that Southern Company is only able to accommodate a max electrical feeder size of 250 KCM, therefore a dual lug meter for the single phase 120/240V application is going to be used. Due to this design condition, a revised electrical riser diagram was created to accommodate this. Please refer to the attached electrical riser diagram on E4.1, revision #5, created on December 18, 2019. The feeder size between the meter and disconnect is to be 2 runs: 3-4/0 Copper in 2-1/2" conduit each. In addition, if project conditions require it, the feeder size from the switched disconnect to panel "A" is permitted to be 2 runs: 3-4/0 Copper 1-#3 Ground, in 2-1/2" conduit each, or, 1 -run: 3-600 KCM Copper, 1-#3 Ground, in 3-1/2" conduit. All feeder sizing is done according to NEC 2017 sections 215, 220, and 310. Sincerely, KERN & CO., LLC Nicholas Fortenberry MEP Design Engineer -;k7/"01./440,_ - Mall court (114061 • P.O. Box 151't9 • Savannah, Georgia 31416 Phone: (912) 354-8400 19 S. 'A alnut Street, Suite A • Statesboro, Georgia 30458 • Phone: (912) 225-31'3 1 ax: (912) 356-1865 • 1. -mail: inioo kerncngincering.com • Web! www.kernenginccring.cotn cj 1 • 114.6 TW▪ WEfOPY ERS 01 MOWER. P11/01,140 /ot PA TEDIff UMW 1N NM6 vmllsy. %MOO !N G Taxm1 TELEPHON E/COMPUT ER D ATA SCA M N.T.S. 1N1.1.0 trattanipEcT a,m. . OOTOOCI PA TIO ]. ELECTR ICAL RLSER DIAGHAAI S tA. I4. I TTWAL L N.T. S. ( OROW43 P DUAL) PAN EL HO% GROUN DING DETAIL SGIEN.T . sbOMtlia,1r1010. N1Vf' COMM 011 1Ma a. wa, 1436.0.114 alco wpnR 1"N PROVIENT1me gTy J- Oita 1+1o6 m.11. w• OOn66rt MIOOPEII /11MCV MO PMEEl eeme pple fte GRA CCALk 61M114.11:41 9- TO SEAary i Istrw, aaarxwzarxllzar, ama 11 0 1Ena wr:wl At OD Ab NOOR Lfl OA sm 411106111 .N1.1M CONDO R AN w,T010aq 111,1/4 . COMM' PANEL 1/1.3 EY1NL0 11 4}..14 Otl gtE Au /-- 3Mw ,1/8O RD . Y1.,.r 1,o1R ELF CLRC lL nA1n Y OE6EATEO TOM.' T Km w 6.-,a6. Y. 40C, EIIIPOIT..0015 N1 61EC T TO C A.. MOW O NIVMI FlC e101M LO AD w11pWATEN. 'V OLUM SWAM TIM 1.01,1113 1 OE E .P OWVOT sw 0, K AEYAM UNTEMILT CORRE MITON GEFONT oPt allOIAID AS PEP Nca 711 PN Id( 11,001.4 8 A 01 01w11CTMnP W 1.71 0. 51%.9 011 TEN RUM o•r .��xRT.1 .•1>�, llAT13��OTl�• 1 1 a TsnTrmcana E OM WNW4 b UYO®OY: 11!35 E4.1 City of Tybee 403 Butler Ave. Phone Island • Community Development Dept. Inspection Report • P.O.Box 2749 • Tybee Island, GA 31328 912.472.5033 • Fax 912.786.9539 1a\!i rr�— INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pa Fail Fee Inspection Pass Fail El Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee 403 Butler Ave. Phone Island • Community Development Dept. Inspection Report • P.O.Box 2749 • Tybee Island, GA 31328 912.472.5033 • Fax 912.786.9539 INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass El Fail ❑ Fee Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail 0 Fee City of Tybee 403 Butler Ave. Phone Permit No. Owner's Name Gen. Contractor Contact Information Island • Community Development Dept. Inspection Report • P.O.Box 2749 • Tybee Island, GA 31328 912.472.5033 • Fax 912.786.9539 NSA Errai INTERNATIONAL CODE COUNCIL MEMBER Date Requested Date Needed Subcontractor Project Address Scope of Work Inspector Date of Inspection Inspection Inspection Inspection Inspection Pass 1l Fail ® Fee Pass El Fail El Fee Pass El Fail ❑ Fee Pass ❑ Fail Fee City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O.Box 2749 • Tybee Island, GA 31328 Phone 912.472.5033 • Fax 912.786.9539 sank INTERNATIONAL CODE COUNCIL MEMBER Permit No. 161 ^ cJv (� Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass °El Fail El Fee Inspection Pass El Fail El Fee Inspection Pass ❑ Fail ® Fee Inspection Pass ❑ Fail 0 Fee CITY OF TYBEE ISLAND 403 Butler Ave PO Box 2749 Tybee Island, GA 31328-2749 Ph (912) 786-4573 FAX (912) 786-5832 Vendor # : Issued to: 01-011067 PURCHASE ORDER PO Number: 20-45372 This number must appear on all related correspondence, shipping papers and invoices. Date: 1 1/ 0 4/ 2 0 1 9 Requisition #: 2 0- 45 37 2 LOW COUNTRY DOCUMENTATION SERV Ship to: CITY HALL 125 PARK OF COMMERCE DR 403 BUTLER AVENUE SUITE 215 TYBEE ISLAND, GA 31328 SAVANNAH , GA 3 1 4 0 5 F.O.B. Point - Tybee Island, GA Terms - Net 30 days UNE UNITS DESCRIPTION PRICE AMOUNT 1 0.00 SCIENCE CENTER PICTURES 100-7220-52-1300 INVOICE #4390 FROM LOW COUNTRY DOCUMENTATION ON THE NEW MARINE SCIENCE CENTER. $253.85 Purchase Order void after 90 days. 0.00 253.85 Special Instructions: I agree to provide the items/services listed on this purchase order and accept the Purchase Order Terms and Conditions that accompany this form. TOTAL 253.85 Authorized by For the City of Tybee Island Date Supplier Acknowledgement Date 125 Park of Commerce Drive, Suite 215 Savannah, GA 31405 (706)338-5773 b.feemster@multivista.com http://www.multivista.com INVOICE BILL TO City of Tybee Island 403 Butler Avenue Tybee Island, Georgia 31328 Low Country Documentation, LLC 125 Park of Commerce Dr. , STE 215 Savannah, GA 31405 T: (706) 338-5773 E: b.feemster©mu6tivista.com www.multivista.cam CHANGING THE WAY THE CnhCIA1?CT1Ot INULSTRr 1'DCXCLMENTS PROIECTS INVOICE # 4390 DATE 11/01/2019 DUE DATE 12/01/2019 TERMS Net 30 JOB NAME Marine Science Center ACTIVITY Monthly Documentation Services Monthly Documentation of your project to include some or all of the following services: progressions and exact -built documentation Remit to address: 125 Park of Commerce Drive, Suite 215 Savannah, GA 31405 Please Notice This Is Our New Address As We Have Moved Location MVID 55431 BALANCE DUE AMOUNT 253.85 $253.85 00 WHITAKER LABORATORY, TORY, INC. P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: infocwhitakerlab.net www.whitakerlab.net Report No: 11/06/19-155 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA WOOD INSPECTION Date: 11/01/19 Inspected By: Shannon Sapp Area(s) Inspected: Shear Wall Framing (See the note below) REMARKS: During this inspection, we inspected approximately (±15%) of the above referenced area and found it to be installed in general accordance with the plan details with the exception of the wall along column line (07) between column lines (A9 -B4) was missing Simpson clips. Once these clips are installed, a follow-up inspection is required. We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. 4kici-kidk r. U ate, Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. 37 M����� WHITAKER LABORATORY, INC P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Ramp Pad Column Piles Location: ❑ Building ❑ Floor ❑ Pavement ❑ Wall • Slab ❑ Sidewalk Report Number: 2354 Report Date: August 30, 2019 City -County: Tybee Island/Chatham Job No.: ❑ Footing El Curb and Gutter ® Other SAMPLING DATA Date Sampled: 7/29/2019 Set No: 1 of 1 Sampled By: David Wood Time Sampled: 8:10 AM Placing Method: Lift Bucket No. Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor El Grout ❑ Prism ❑ Flexural ❑ Beams Lab Technician: Date Received: 7/31/2019 ❑ Mortar El Cylinders ❑ Cubes MIX DATA Specified Strength: 5000 Mix Designation: 509 Gallons of Water Added: Time Batched: 7:21 AM Plant: Thomas Concrete Truck No.: 1888 Ticket No.: 246577 Load Size: 9 yds • Test met project specifications ❑ Test did not meet project specifications Air Temperature: 72 °F Slump, Inches: 4.75 Air Content, %: 3.0 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 89 °F Allowable Slump, Inches: 5.0 Allowable Air Content, %: 6.0 Allowable Temperature: 90 °F Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Max Compressive Type Cross Section Average Number Made Received Days Issued Load Strength PSI Of Break Area-Sq In Diameter 2354 7/29/2019 7/31/2019 7 8/5/2019 94045 3320 2354 7/29/2019 7/31/2019 28 8/26/2019 148877 5230 2354 7/29/2019 7/31/2019 28 8/26/2019 150122 5270 Note: All reports are provided as confidemial property of the client. This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the m -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 28.37 28.46 28.46 6.01 6.02 6.02 WHITAKER LABORATORY, INC. by Joseph M. Whitaker E Eb x510W. 0"' 4 0IILeREYAUIIA}R.; IMIUIFlSMLM13..T I0L, LD IMS ROM 1D CONSTRUCTION. ALL 0014 010 AREAS. PLUS AT 145 1 10 FEET ON EACH SIDE AND ALL ARIAS TO BE PAYED. 5X001.0 BE SIBIPPED 01 ALL V°E0ATIOW 10P SOIL AND 80(1 0x1040,. S SITE DRAINA GE SHOULD BE STAOLISHM TO MIEN 000500 'AAEON CONW100 WITHIN ME 001131011511011 AREA AND 10 0ACM1A0E TIE TIMID 5044-001 OE MGM WATER. S. ANT SIU NP HOLES OR OTHER DEPREASN NS SHOULD DE CLEARED 00 LOOSE M AT°M L AM IMBEDS AND 511010 0 THEM BE BACK PILLED WRIT APPROVED nu THE DACE PILL MOULD BE PLACED IN Mt IMx 1441011 WM AND COMPACTED TO 550 DENSITY DI ACCORDANCE W RX ASTM-0-1551. UTILITIESANT THAT UNDERLIE TO SITE EMW° BE SELDOM° AN D ME 10°(00 5ACK 11610 V/1111 APPROVED 5011 THE BACK 000 511000 RE PLACED IN SIB INCH 14410E UM AND COMPACTED 10 MR DENSITY IN ACCORDANCE W ITH STI-D-ISP THE SUB GRADE SHOULD BE MIND ROIJEO W 0N A 40 ADE0 COM P TRUCE TO L0(J•1E 00000501 W ME1 AREAS, THES E AREAS MEWED MEN RE 00051011° 10 Dooms THE CAUSE OI ME 0010401040. Ir DUE 70 0040051E 3COM SUCH 0*145010 MMGM ID SOILS OR SOFT CUTS. THE AREA SHOULD DE UNDERCUT 1D FIRM SOD AND EDUCE MI N APP001M ED FILL COMPACTED 111 S N THICK U010 TO A U IWN W 0E01R 01 DSO MAC°R0A0CE 00M *500-0-1007.10 THE I011*01 V K DUE 10 (RCM 010050E M OTNORW ML SWAIM 50, THE AREA SHOULD BE DIM PLED AND COMPACTED To OSM DEMO, 007 nu REOV 5[0 TO 10001 04 EAS E ME 400 E 5ND00 1004 00 0140° III. TO ID INN 1X5 04 LOOSE UM AND 40PAC0ED TO 050 000111 M ACCOXYANGE W0X AVM -0-1557. ALL O0 TO FILL 005 TIM PROJECT MOW/ CONSIST N 0 CLEAN. [DEC 0101X,0 0 SA ND 5000 A MEN U* 01 IS. V EINS. 14440 n LL 5440010 RE [BEE 0r OBJECTIONABLE BOOTS. CEA0 LIPS AND OFIMS, ALL 1005040 ESGVA 100 SHOULD BE CHECKED 000 A *000 'MCEBOIIEAEA TO VENHV 10 SOIL TEARING AREAS THAT A RE DEIEANI00 10 50 DEMENT SHOULD BE UNDERCUT 10 040 44 SO IL AND 0000 OUEO 0 114 CLEAN 000. CRUSH ED STONE OR PLOWABLE FA- ME 00(0 0 ESCAVATI00 AND ALL OF ME PSPABFD SL AB 5144 GRADE SNOUID B[ 01N TA,0 [D OM 511 AND CPACT° COMMON WS. TO COMOR 0 RE PEAKED. AREAS THAT ARE 50 40X° BY WATER OR BY CONSIRUCIION ACTW T SHOULD IE REW ORKED AND RECOPEC TEB TO THE REOUIDED DENSITY AND BEARING. 0+P ;6'T` d C.BhSS 11 1110,-^dal= STRUCTURAL FOUNDATI ON SCHEDULE Mack 100010 OMIT 00X510555 T ap 01 11004110 Reln100000en1 R010MMs 00 3b' 3-0' $ `" C 7 3' IAEBDEW: 70 01 1004 ROTT, 50 0' .0' ... 4 '0' 2,D ' ' 79 dSJMIAWpYATE1P41OTTT FD 0-0' 0-0 ' 2.0^ 7-0' 7705714 03770 FS 4-0 YfR Z•11 1 3' _. mat Ix hAY. 40011 . 1NUifSl.th 40BC1J MC 0 100 TI C T4 ' 7• C 1"-0" 14147 1.7k 11071 TC 0(p WV 2.5 '1'' C' 110010A 1 k4T.F(;{40711. 0 #G to 015 0441 1MO 40 BC -0" t-0 ' 2.0 ' Y'-0' 40401 LORD VJ AV 0D]PS tu.lra 5141ST 5I01RTIN 4Y crop & M OTTJ 14055 p�{ RE RIO Fe 0 40' 4-0 ' 2.0 Pd` (Il)*ILOI0OWAY 010P00OITy (1 elq$ H0RT WA Y ,r oP Iecru .04 sgeli04410 LR404I440 FS 1 34 ' 11.2 2 :. D' J+P M0gWC0 C.¥DLYHY TOR4gTT a5 04 0;N O1REOUIR0O F10 15'-7142' 221 " 2•0 ' 5057117 07.5.1474 07 41 0774X1714 HO°IS NOT RE QUIRED: F11 9-0" 3-0 V. A}LPSA.74&YAT0P40001 H(40RS N OT RE QUIRED 012 1 .0 ' 2-0 " 1'.5` 7 41. (01W4L0170VIAT410P$0057 2 44004 EWSRTWf/1Y 100000TrA 0000440 NOT REQUIRED ,,,•„ ,. S TR U CT URAL COLUM31 SCHFOUL EAR AYAN= MaTA S ae Bs AC Level 1 .1 L eval Too 01I0a1 laI!UD, VCNN M Roinlw O DIWIT Tey eT IOU T,0.wn 001+taxi -1034114' C31. R .. ....(45.447 OW 0 4004 1400 IA..' 100011,000E d4 " 0.4' 4 .JASM' PO04: CIE ma 14o...... UA W SMCE '1 5145 , C W' Bab- _ G 1 4'04 Woo.; .. .. A4 W05 4l1 CRT^ 54'$ (TVs . rata - 00 10'@ T13Re 0N0 it 44TUri5 ,45.1 410_ 0114PIS": y(T ? R19441 ' S1 .0 Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 :walk .ems INTERNATIONAL CODE COUNCIL MEMBER 1 61 Date Requested Owner's Name 1 Date Needed Gen. Contractor -3; Subcontractor Contact Information Project Address i Scope of Work Inspector Date of Inspection Inspection Pass El Fail ❑ Fee Inspection Pass El Fail El Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • R.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 Baia INTERNATIONAL CODE COUNCIL MEMBER Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass .El Fail Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ® Fee Inspection Pass ❑ Fail Fee WHITAKER LAB ©IRA TOR Y, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www,whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Ramp Wall Location: ❑ Building ❑ Floor ❑ Pavement ® Wall ❑ Slab ❑ Sidewalk Report Number: 2305 Report Date: August 16, 2019 City -County: Tybee Island/Chatham Job No.: ❑ Footing ❑ Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 7/19/2019 Set No: 1 of 1 Sampled By: Contractor Time Sampled: Placing Method: No. Specimens Made: 4 Specimen Type: ® Concrete ® Contractor 0 Grout ❑ Prism ❑ Flexural ❑ Beams Lab Technician: Date Received: 7/22/2019 ❑ Mortar ❑ Cylinders Cubes MIX DATA Specified Strength: 4000 Mix Designation: Gallons of Water Added: Time Batched: Plant: Truck No.: Ticket No.: Load Size: ® Test met project specifications E Test did not meet project specifications PROPERTIES OF FRESH CONCRETE Air Temperature: Concrete Temperature: Allowable Temperature: Slump, Inches: Allowable Slump, Inches: Unit Weight, PCF: Air Content, %: Allowable Air Content, %: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-172, ASTM-C-617 Lab Date Date Age Tested/ Max Compressive Type Cross Section Average Number Made Received Days Issued Load Strength PSI Of Break Area-Sq In Diameter 2305 7/19/2019 7/22/2019 7 7/26/2019 71275 2520 1 28.27 6.00 2305 7/19/2019 7/22/2019 28 8/16/2019 126566 4450 1 28.46 6.02 2305 7/19/2019 7/22/2019 28 8/16/2019 130394 4580 I 28.46 6.02 Note: All reports are provided as confidential property of the client This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 WHITAKER LABORATORY, INC. by Joseph M. Whitaker WHITAKER LABORATORY, INC. P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakerlab.net www.whitakerlab.net Report No: 08/08/19-153 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA REINFORCEMENT INSPECTION Date: 07/25/19 Inspected By: David Wood Area(s) Inspected: Columns — (See the attached field sketch) (See the note below) REMARKS: During today's inspection, the steel reinforcement and formwork within these areas were observed to have been installed in general accordance with Section 1705.3 of the Schedule of Special Inspections and the plan details. This includes: o Inspection of reinforcing steel installation o Inspection of formwork for shape, lines, location and dimensions We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. 4-0-4A r odvi7zEL Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. 1SPILMIUMATIA11_Ai414UKMGfIS.d 9J LtUA DERG 0004 T° cram T11601016. ALA 6MADNC EMA R. NM AI AWLS 00 0600 6N *ACM MN MO N.L. 010 05 1* RE 61401. MODE M 5014106 OT MLR Y555TA10*. TOP SIWL NO *4O1 *T51R5**. NIT *040404 046416. EC 0100015 000154 R5S*NI 40 (00. NAM E 0000 /00/ w DMN THE CONSTRUCTION AREA ARID ID 1150001E INT RAPID 110 -OFF DF 01000 . 070*, ANY num. HMS Be 050E 40(04{4 01 MDR* Of 0,0404 MN]FAM ( 4150 058H4 MI5 SHOULD E NH TRIES *0(0N ICI*00 TOL TIP/ TARP ARA SALPH IR DC AMER IA 501 INRN 76$0 AF 1B 000 004006104 FD MO WON T NR P&CRED 0 00 I*H Al . 4-167, ANT u0ILD R9 TRAY N0NRIrt 001E S RC 5X0 010 EE RF TED AND THE TRENCHES BACK FILLED N APPROVED 500. E RACK TILL SHOULD RE PLACE° IN SIR MC P UFIS AND COMPACTED 10 055 DENSITY IN ACCORDANCE WITH L51W-0-1557. 5 100 SUB 00105 500010 BE 4509? ROLLED RIM A LOADED DUMP 7RUCK TO LOC ATE *15TANI OR SO T AREAS, THESE AREAS 91 001➢ THEN DE INVEST*ATE0 TO DETERMINE N IL C AUSE OT 100E *00 &90100, IT DUE 70 UNSURASLE SOILS, OUCH AS MONLT ORGANIC SOILS OR SOT CLAYS. 100E ARG 51101110 BE UNO@CUT TO FIRM SOIL AND REPLACE W ON APPROVED PILL COMPACTED IN SIR INCH THICK LETS TO A MNM5M 0[05110 Of *5W IN ACCORDANCE W ITH AS TIR-0,5.ST. N ME Forman' , 5 ODUE 10 EXCESS 505105E IN 074014 5E SUDARLE S OIL.THE AREA SHOULD 10 DRAINED AND COMPACTED 10 055 DENSITY. L *00 '*4 000414 T° 5{th, OM *ARC ME TIM 0646 01 PRP 24[[050 RD TO 03* THICK LO OSE ANTS ARO COWACTED 10 P51 5505 70/7 p A SM 0-1357 7. 04 0* 700 11. Mont 140 MC7 am..00M0 R1 WARM" 000* 0041000 IRA° O WOOS a 051 xuL TR *. 9PW 104 AACF16 RC IMO DOA CTNNA*1L IN0L0. GAT (X005 ANO ALL FOOTING EACAVATIONS S OU17 DE C100REDWIN NAND PENETROMETER TO VERDI / THE SOIL ME, MICA S TH AT APE 030104 ED 70 BE DETICIEN7 SWEAR NE UNDERCUT T x MVOWtt max SAND. 0005(00 STORE *BM MI - MS 0 FIRM SOIL AMO MOO* 0. 131045 001 MIER Tao NERAMIN SATS WA OUR WHIR (0 0 4114$0.. Ti N 0017 *Id1. .P ammetta 0*41 04 K Oc tM 60(0100[ 4 RMC50, I*WA5 TW07 ATE 5*RTdR.* M 4.00. 6*01 661UM. MONNIR E*WRD T 6 61144116 *0 5 14664RYR00P 118 NS *360050 164 661 040 Tome STRUCTURAL FOUNDATI ON S GH EOULE MO L037011 WW(1 4Th rA,p.gwR, TORT FaROnR 011710001msnl 0,1 .751 Ri 2 744 Z+IY' 915 " (a) T5 EA VJAY <TOP 6 R OTT > _032 €9 4(9 5 .TT 7.0 (s RQ EA.WA V<E4P 41,9[[1} FS s •0' S"-0" 2"•O ' ra ' 00}68 EA.WA V<YOP 6ROPY.> F4 50' 54 2 •0' 74' (3 07 EA WAY RTOP8 BOTT, P3 4$ r4 ' ,q' 044 .�1A1.M4' *'31 r roia. > "Klal Rot 14110.2,402 FE 0*5 4 4' 5 .110 T-0' (7(0 BT EA WAY <T OP 6001!'. 70005 NOY RE QUIRED, H OOKS NOT RE QUIRED 111266RJT 014001RED 77 134" r4' 2 .0' 7.0' (0) 87 L ON G WAY <TOP 6 B OTTP Lla)07 SNORT WAY <TOR6 e on P F0 74"08 ' 9(03' 2.O' 70' (TO) TO L ONG WAY<T OP 6 B07T > (IS)f7 SHORT WAY<TOP 6 BOTT> PO. "13'0 ' 11-2' 2.0' ('.0 ' RC RRleC 10WAY AYCi0 P6609 76' . HO OKS NOT REQUIRED FIE 15' •71(2' 221 2 .0' 685D10`O4 E A. W AY 010 46 GOTT> 400121 NOT REQUIRED HOOKS MOT RE QUIRE D F17 034' *0 4,4 0-11' (,4104 EA ,WAY <TOP 65QTT. 1(12 Rd' 20' 4, 0-11' IDIR A LON G WA Y'<TOP it BO1t > 115104 SHORT WAY<TOP 6 BOTT7 HOOKS NOT RE0UMED STRUCTURAL. COLU MN SCHEDULE -DRAWINGS 4 (150151 P.DM8.a 0RPR R11.13101111M=incEMMI .., II 1111111311111 ..11MiIIII,II MIET3=mui illIllraIIIIIEZIII TOMIII1111111111==11.11USIMI „, „_&,r Oar U, s S1.0 Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 :sueMUNI INTERNATIONAL CODE COUNCIL MEMBER Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass ® Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass 1:1 Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee WHITAKER LABORATORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Rainwater Storage Tank Walls Location: ❑ Building ❑ Floor ❑ Pavement ® Wall E Slab ❑ Sidewalk Report Number: 2197 Report Date: August 05, 2019 City -County: Tybee Is1and/Chatham Job No.: ❑ Footing ❑ Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 7/8/2019 Set No: 1 of 1 Sampled By: David Wood Time Sampled: 8:15 AM Placing Method: Pump No. Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor ❑ Prism ❑ Flexural Lab Technician: Grout Beams Date Received: 7/10/2019 Mortar Cylinders ❑ Cubes MIX DATA Specified Strength: 5000 Mix Designation: 509P7-1 Gallons of Water Added: Time Batched: 7:12 AM Plant: Thomas Concrete Truck No.: 1703 Ticket No.: 241175 Load Size: 6.5 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 78 °F Slump, Inches: 9.0 Air Content, %: 4.0 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 91 °F Allowable Slump, Inches: 8.0 Allowable Air Content, %: 6.0 Allowable Temperature: 95 °F Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-172, ASTM-C-61 7 Lab Date Date Age Tested/ Max Compressive Type Cross Section Average Number Made Received Days Issued Load Strength PSI Of Break Area-Sq In Diameter 2197 7/8/2019 7/10/2019 7 7/15/2019 139984 4920 2197 7/8/2019 7/10/2019 28 8/5/2019 174967 6170 2197 7/8/2019 7/10/2019 28 8/5/2019 182400 6430 Note: All reports are provided as confidential property of the client. This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 28.46 28.37 28.37 6.02 6.01 6.01 WHITAKER L.AB('RATORY, INC. by Joseph M. Whitaker WHITI4KER LABORATORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@awhitakerlab-net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Footings - see the attached field sketch for the approximat sample locations Location: ❑ Building ❑ Floor ❑ Slab ❑ Pavement ❑ Wall ❑ Sidewalk Report Number: 2144 Report Date: July 26, 2019 City -County: Tybee Island/Chatham Job Nor: ® Footing ❑ Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 6/28/2019 Set No: 1 of I Sampled By: David Wood Time Sampled: 1:05 PM Placing Method: Direct Chute No. Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor ❑ Grout ❑ Mortar ❑ Prism ❑ Flexural ❑ Beams 12 Cylinders Lab Technician: Date Received: 7/1/2019 ❑ Cubes MIX DATA Specified Strength: 4000 Mix Designation: 409-1 Gallons of Water Added: Time Batched: 12:06 PM Plant: Thomas Concrete Truck No.: 626 Ticket No,: 239671 Load Size: 9 yds • Test met project specifications ❑ Test did not meet project specifications Air Temperature: 90 °F Slump, Inches: 5.0 Air Content, %: PROPERTIES OF FRESH CONCRETE Concrete Temperature: 86 °F Allowable Slump, Inches: Allowable Air Content, %: 1.5 Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-I38, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Number Made Received 2144 6/28/2019 7/1/2019 2144 6/28/2019 7/1/2019 2144 6/28/2019 7/1/2019 Note: Age Tested/ Max Compressive Type Cross Section Average Days Issued Load Strength PSI Of Break Area-Sq In Diameter 7 7/5/2019 105645 3720 28 7/26/2019 153696 5440 28 7/26/2019 154394 5460 All reports are provided as confidential property of the client This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Tnc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 28.37 28.27 28.27 6.01 6.00 6.00 WHITAKER LABORATt ftY, INC. by Joseph M. 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Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Ramp Wall Location: ❑ Building ❑ Floor ❑ Pavement ® Wall ❑ Slab ❑ Sidewalk Report Number: 2305 Report Date: July 26, 2019 City -County: Tybee Island/Chatham Job No.: ❑ Footing ❑ Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 7/19/2019 Set No: 1 of 1 Sampled By: Contractor Time Sampled: Placing Method: No. Specimens Made: 4 Specimen Type: © Concrete ® Contractor ❑ Grout ❑ Prism ❑ Flexural ❑ Beams Lab Technician: Date Received: 7/22/2019 E1 Mortar Cylinders ❑ Cubes MIX DATA Specified Strength: 4000 Mix Designation: Gallons of Water Added: Time Batched: Plant: Truck No.: Ticket No.: Load Size: ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: Slump, Inches: Air Content, %: PROPERTIES OF FRESH CONCRETE Concrete Temperature: Allowable Slump, Inches: Allowable Air Content, %: Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-172, ASTM-C-617 Lab Date Date Age Tested/ Number Made Received Days Issued 2305 7/19/2019 7/22/2019 7 7/26/2019 2305 7/19/2019 7/22/2019 28 8/16/2019 2305 7/19/2019 7/22/2019 28 8/16/2019 Note: Max Load 71275 Ail reports are provided as confidential property of the client This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 Compressive Type Cross Section Average Strength PSI Of Break Area -Sy In Diameter 2520 28.27 6.00 WHITAKER LABORATORY, INC. by Joseph M. Whitaker WHITAKER LABORA TORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Footings - see the attached field sketch for the approximat sample locations Location: ❑ Building ❑ Floor ❑ Pavement ❑ Wall ❑ Slab ❑ Sidewalk Report Number: 2144 Report Date: July 26, 2019 City -County: Tybee Island/Chatham Job No.: ® Footing ❑ Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 6/28/2019 Set No: 1 of 1 Sampled By: David Wood Time Sampled: 1:05 PM Placing Method: Direct Chute No. Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor ❑ Grout ❑ Prism ❑ Flexural D Beams Lab Technician: Date Received: 7/1/2019 Li Mortar Cylinders ❑ Cubes MIX DATA Specified Strength: 4000 Mix Designation: 409-1 Gallons of Water Added: Time Batched: 12:06 PM Plant: Thomas Concrete Truck No.: 626 Ticket No.: 239671 Load Size: 9 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 90 °F Slump, Inches: 5.0 Air Content, %: PROPERTIES OF FRESH CONCRETE Concrete Temperature: 86 °F Allowable Slump, Inches: Allowable Air Content, %: 1.5 Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Number Made Received 2144 6/28/2019 7/1/2019 2144 6/28/2019 7/1/2019 2144 6/28/2019 7/1/2019 Note: Age Tested/ Max Compressive Type Cross Section Average Days Issued Load Strength PSI Of Break Area-Sq In Diameter 7 7/5/2019 105645 3720 1 28.37 6.01 28 7/26/2019 153696 5440 1 28.27 6.00 28 7/26/2019 154394 5460 1 28.27 6.00 All reports are provided as confidential property of the client. This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 WHITAKER LABORATORY, INC. by Joseph M Whitaker tu C14 WO41A0118W31 4S/Y111L.11#1L.1R.1/11#. d1844 flag 4 41T414 14 *A NOW OWL MAO 41441 11'141 I4 u4. ton ogo.1<L IINE 1/ It weak .v00 I[ s111415a a 44 t svirm4 TY sr , 100 1041 enure s L ow nem 10 I £fl* 15Th apsomMI 41* 5S eropE fa n* p ap MN*. sp ar 1X8 Sto tattle? 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Georgia 31405 Email: info@whitakerlab.net whitakerlab.net Compression Test Report City of Tybee Island Lower Portion of Tybee Island Marine Science Center Ramp Wall ❑ Floor ® Wall ❑ Slab ❑ Sidewalk Report Number: 2305 Report Date: July 26, 2019 City -County: Tybee Island/Chatham Job No.: ❑ Footing ❑ Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 7/19/2019 Set No: 1 of 1 Sampled By: Contractor Time Sampled: Placing Method: No. Specimens Made: 4 Specimen Type: • Concrete ® Contractor ❑ Grout ❑ Prism ❑ Flexural ❑ Beams Lab Technician: Date Received: 7/22/2019 • Mortar • Cylinders Cubes Air Temperature: Slump, Inches: Air Content, %: MIX DATA Specified Strength: 4000 Mix Designation: Gallons of Water Added: Time Batched: Plant: Truck No.: Ticket No.: Load Size: ® Test met project specifications O Test did not meet project specifications PROPERTIES OF FRESH CONCRETE Concrete Temperature: Allowable Slump, Inches: Allowable Air Content, %: Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-172, ASTM-C-617 Lab Date Date Age Tested/ Number Made Received Days Issued 2305 7/19/2019 7/22/2019 7 7/26/2019 2305 7/19/2019 7/22/2019 28 8/16/2019 2305 7/19/2019 7/22/2019 28 8/16/2019 Note: Max Load 71275 All reports are provided as confidential property of the client. This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 Compressive Type Cross Section Average Strength PSI Of Break Area-Sq In Diameter 2520 28.27 6.00 WHITAKER LABORATORY, INC. by Joseph M. Whitaker Permit No. City of Tybee Island Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 .tip... est. INTERNATIONAL CODE COUNCIL MEMBER Date Requested Owner's Name Date Needed Gen. 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ND01AN4t 4F 9UIIED 5iti7". 1403140O.0;':r191NkY' 4OCTr o 0*U*WC1'1H 84 0 WHITAKER LABORATORY, INC. P.O. Box 7078 2500 Tremont Road Savannah. Georgia 31405 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakerlab.net www.whitakerlab.net Compression Test Report Client: Project: Sample Location: ❑ Building ❑ Pavement City of Tybee Island Lower Portion of Tybee Island Marine Science Center Columns - see the attached field sketch for the approximate sample locations ❑ Floor ❑ Wall ❑ Slab ❑ Sidewalk Report Number: 1504 Report Date: May 03, 2019 City -County: Tybee Island/Chatham Job No.: E Footing ❑ Curb and Gutter ® Other SAMPLING DATA Date Sampled: 4/4/2019 Set No: 1 of 1 Sampled By: Contractor Time Sampled: Placing Method: No. Specimens Made: 4 Specimen Type: ® Concrete ® Contractor ❑ Prism ❑ Flexural Lab Technician: ❑ Grout ❑ Beams Date Received: 4/5/2019 ❑ Mortar ❑X Cylinders ❑ Cubes MIX DATA Specified Strength: 5000 Mix Designation: 509 Gallons of Water Added: Time Batched: Plant: Truck No.: Ticket No.: Load Size: ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: Slump, Inches: Air Content, %: PROPERTIES OF FRESH CONCRETE Concrete Temperature: Allowable Slump, Inches: Allowable Air Content, %: Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-172, ASTM-C-617 Lab Date Date Age Tested/ Max Compressive Type Cross Section Average Number Made Received Days Issued Load Strength PSI Of Break Area-Sq In Diameter 1504 4/4/2019 4/5/2019 7 4/11/2019 56750 4520 I 1504 4/4/2019 4/5/2019 28 5/2/2019 66077 5260 I 1504 4/4/2019 4/5/2019 28 5/2/2019 67371 5360 1 Note: All reports are provided as confidemial property of the client. This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc, This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report, Results in this report pertain only to the actual material tested 12.57 12,57 12.57 4.00 4,00 4.00 WHITAKER LABOt3tATORY, INC. by Joseph M. Whitaker Page: 1 of 1 WHITAKER LABORATORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Column Piers Location: ❑ Building ❑ Floor ❑ Pavement ❑ Wall ❑ Slab ❑ Sidewalk Report Number: 1480 Report Date: April 29, 2019 City -County: Tybee Island/Chatham Job No,: E Footing ❑ Curb and Gutter ® Other SAMPLING DATA Date Sampled: 4/1/2019 Set No: 1 of 1 Sampled By: David Wood Time Sampled: 11:20 AM Placing Method: Pump Truck No. Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor ❑ Grout ❑ Prism ❑ Flexural ❑ Beams Lab Technician: Date Received: 4/3/2019 ❑ Mortar 130 Cylinders ❑ Cubes MIX DATA Specified Strength: 5000 Mix Designation: 509 Gallons of Water Added: Time Batched: 10:26 AM Plant: Thomas Concrete Truck No.: 1789 Ticket No.: 218868 Load Size: 7.5 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 54 °F Slump, Inches: 6.0 Air Content, %: 4.0 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 62 °F Allowable Slump, Inches: 8.0 Allowable Air Content, %: 6.0 Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Number Date Date Made Received 1480 4/1/2019 4/3/2019 1480 4/1/2019 4/3/2019 1480 4/1/2019 4/3/2019 Note: Age Tested/ Max Compressive Type Cross Section Average Days Issued Load Strength PSI Of Break Area-Sq In Diameter 7 4/8/2019 126665 4460 1 28 4/29/2019 178520 629b 1 28 4/29/2019 192750 6790 1 All reports are provided as confidential property of the client This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 28.37 28.37 28.37 6.01 6.01 6.01 WHITAKER LAB )RATORY, INC. by Joseph M. Whitaker 5Y• 32: • 1:3 1'a Ana NSIIVCt [o ri JoiNT enlr'=nrc a sAW cur (mutoL Joln r Ea. 1 93 . 93 1' b9C YB'01,? COECEETEOURO =AU' CIOI ' 01 SIAf iNV AE PUN 1fLI ..?.L1( I(Cs R'aGE I x.wYxl, wnc CRT.. cus p Drum 90"I �® 40H,Ef90�� °p C1Wi 11. N ^4f„,, ° 'f+a- pl.l WW1 05 ;;„ C ONCEEIECUR9 08 T IW 13. eP . try' WHITAKER LABORATORY, INC. 2500 Tremont Road - Savannah, GA - 31405 Phone (912) 234-0696 - Fax (912) 233-5061 Report #: 05/02/19-158 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA FIELD DENSITY REPORT *See note below for important information Date of Test(s): 4/22/2019 Test Performed by: David Wood Test Methods Used (underline all that apply) ASTM-D-698, ASTM-D-1557, ASTM-D-4959, ASTM-D-2216, ASTM-D-1556, ASTM-D-6938 Test Number % Optimum Moisture Wet Density (PCF) Dry Density (PCF) Proctor (PCF) % Compaction % Required Compaction Pass or Fail Base Thickness (inches) Elevation of Test (feet) 1 12.9 17.2 107.0 94.8 99.0 95.7 95.0 Pass FSG Test Location: Building Pad 2 11.0 17.2 106.0 95.5 99.0 96.5 95.0 Pass FSG Test Location: Building Pad 12.9 1 17.2 107.1 94.9 99.0 95.8 95.0 Pass FSG 3 Test Location: Building Pad 12.9 I 17.2 106.2 94.1 99.0 95.0 95.0 Pass FSG 4 Test Location: Building Pad 13.0 17.2 107.3 95.0 99.0 95.9 95.0 Pass FSG 5 Test Location: Building Pad Note: See the attached field sketch for the approximate test locations Proctor, Optimum Moisture & Soil Description: Tan, Fine, Sand 99.0 PCF at 17.2% Moisutre Remarks: = Finished Subgrade, (u - *This limited site inspection only reflects the condition of the materials at the depth and location tested. This inspection does not construe that the slab, footings or pavement have been properly designed so as to carry the applied load. This report also does not provide an evaluation with respect to pavement section thickness, foundation selection, bearing quality and potential settlement. The above test results are not to be considered as a substitute for a site specific geotechnical investigation. A site specific geotechnical investigation with SPT or CPT data provides information on underlying deeper soil characteristics where recommendations can be provided to aid in the design process. Failure to conduct a site specific geotechnical investigation may affect the performance of the structure or pavement. By accepting this report, you acknowledge the potential consequences and liability if a site specific geotechnical investigation has not been conducted. If it is your desire to obtain site specific recommendations for foundation design and pavement construction or if you have questions about the above statements, you must promptly notify us in writing and stop work until the geotechnical investigation has been completed or your questions have been answered in writing. cc: City of Tybee Island Email Distribution WHITAKER LABORATORY, INC. 4 valA 1 Joseph F. Whitaker, P.E. WHITAKER LABORATORY, INC. P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakerlab.net www.whitakerlab.net Report No: 05/02/19-157 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA SOIL INSPECTION Date: 04/22/19 Inspected By: David Wood Area(s) Inspected: Building Pad — (See Report No.: 05/02/19-158) (See the note below) REMARKS: During this inspection, density testing of the fill soils was performed in general accordance with Section 1705.6 of the Schedule of Special Inspections. This inspection included the following: o Perform classification and testing of controlled fill materials o Verify the use of proper materials, densities, and lift thicknesses during placement and compaction of controlled fill COMMENTS: As part of this inspection, we performed density tests within the above referenced area. • As a result of this inspection, the density tests performed this date met the required density. We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. 40-kyik t. Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. WHITAKER LABORATORY, INC. P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakerlab.net www.whitakerlab.net Report No: 07/23/19-155 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA REINFORCEMENT INSPECTION Date: 07/17/19 Inspected By: Bill Field Area(s) Inspected: Walls — (See the attached field sketch) (See the note below) REMARKS: During today's inspection, the steel reinforcement and formwork within these areas were observed to have been installed in general accordance with Section 1705.3 of the Schedule of Special Inspections and the plan details. This includes: o Inspection of reinforcing steel installation o Inspection of formwork for shape, lines, location and dimensions We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. 4„0—kieJA F (AA,u+cd,2-, Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. e. AIM _EPAK&IA7LDY.,RLAYIHCYi*RS Al M ALOM O P41d1 lD 00 708*, 00 ALL 01 SIXD ABFYO, PTY 001030 I1 7 001 0 0 10 YIP - AR[4A l0 PF PAVFD, 4NOULD Bf SIRPI[p M LLL VEEPATgH. ipP 4dL ANO 8001 SB1F0S SITE DRAINAGE 0*0ULD RE 1510016RD 00 PREVENT POND,. W ATER CONDITIONS 0 11NIN THE CONSTRUCTION ARRA AND TO FACILITATE THE RAPID 111. 114 -OFT OF 000(0 AIN STUMP R OTHER DEPRESSIONS SHOULD DE IS AND SHOU LDNINES BE BACIT FILLED W ITH APPROVED FILL THEE DACE Y TILL SHOULD BE PLACED Or LOWE INAIERIAL ADO ➢RiN SIX NCH TIM E A s A ND COM PACTED TO DRAW OMI T x ACc ANC( WIN As ri-O-TNT AD P 01H /TIES THAT UMDEBLIE ONE SHE SHOULD DE RELDCATEU AND 1NE 110101LS SACK TILLED WIT A PPROVED SOIL THE SACS FILL SHO ULD BE PIACEY IN Do INCH ONCE IDES AND -40414 4:741 7* VA WM* N 1440400.444 *MI tell 1157 0 1.4. 000 @BASE UNPRRO IN MP BOLU S s wot 4 400E17 MP TEVH 1D oust W01EY *E *5T5*71T0*0* .00 0 U007*1nBIE 3SMOKE 1010 IN a �7 p10M�S01 Op 100*00 00MO, THO HE /REA NCH TIC[ !JETS TO AED RE BUBNINUO YFHST 111 MN ttLAND Or DSMEIN ACCORDANCE W ITH A STII.I SSTCE APPROVED FILL TE K ITE@ ORTA0ILITT 00 DUE TO EXCESS MOISTURE IN OTHERWISE SUITABLE SO4 THE AREA SHOULD RE RRADELO ,END CO WPAOTOD TO DISK MO W ice 0006%73 11 0 E0 HI R ID OWN AAIW-0.107. Mt MESH Y TER ours. 1 1.01 Ma 750 YRIA11.0041 MOM m VR@ EE, f *R 10051181000 Inece 0(( mot WO WO OERBY. AG rORNNO SEE' A111H5 0013LL0 10 0X70001 DA RN A ":::7,77.1,1%;710"01C 1HE Sd L 0 d70 TO BE 1771110X[ 7011 0. x0 PA CE 40140 DON nulTiESAND. C RUSHED STONE OD rLaWAeu rNA X[ FOOTING TRIO ANDCON I ON UNTIL IDEE CONCRETE TLSUB PLA CID. A SHOULD TEAS T HATFAWIM1Yx0o BE SHO FI[XED PY*M TER OR000 CONSTRUCTION ACTIVITY SHOULD 117 REWORKED MID DICOMAPCTED TO 1 PEQVIRFD DENSITY AND BEARIN G tmiDAAUYON PLAN STRUCTURAL F OUNDATION SCHEDULE 4&n x N*0003 ' 00001 TIaxMN T*HP R >� R91"N+'+44 Fi 1".O' R .*' Tf 4aS £AA W*V A r4' My i 2'-4 T$ 07400 ffA WhY xyY ;YGT; a Yi00P 4 ".. .. r t ;Wr YA • .eV 740417- . WAY A„qp AEgie s Tip ' TAP" F .6" T.IP R77.MP0TY 00WEE.A A0DA3ND10E0D"INED Per R••aP' YA• {JBT *MM •TQWa 1 .. 0450:+ 40 0SA ' i44 7,44 SODA ( 0110( 7401 * . 40 0 a k4RR *T 0 50 010'404x':'0100 'Ore a IRD Dkq 0057005,, 000 7$ 0- 04 Y-0' T',C fi' ``000' .-s 01.5003 WA 110Fr, •.. 0008*1* Y0RIY,805.0 7i SEOUL . HIVSe4NWf re F9 , , ,,'., F1* RP•R" 1 YX + 7@' . 10.0G.ThYIAYATOA 4 -.* HHOMO!@AT 30 000RE *, RAT TIir r E` 7.1P 1ur OY,, ,EA WAY STRATA*. 0E1YTA 140..' HEAT0EEARFIE0 F1:+. 1 0.' 04.0 ' t.0' 051MERYE0401100031-4 .0( 11D01tt31N.T11Lfk11EE5 0011' 03" raY 71.0" E1044113011AVAT01P* tort, 040 04 ZOOM IONE a AO N A VOTE* 110fl4A14 07REDUR4C STRUCTURAL COLUMN 60HEOULE•ORAV 0NGS Mau SLO e a. L aw4 TER Lou* T . Le eIRro 0.1TRk -1 Re. Ousn lll I T. 000 .nUO 101 ED'99 T CIO R km0A1.Tk 4�00EO ' tl-D *10. 37100 10. • 00 fif00003 G MORE lVO O1 wr8' ET '+S.' gT Yl SAS 81'VA iI FNR*Og ORV I rrs1 -1+0( •' 4 Yd" GD C5 ROY@ Pr rM* Wk+x Ls npf� ?# 10'4 8!r 4:ard 701,0 Wol .i'.x*7;* II" Ye 1/ri n o.r _ _JO 1 g."‘s AU City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail ❑ Fee Inspection Pass ® Fail ❑ Fee Inspection Pass ® Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee WHITAKER LABORATORY, INC. P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakerlab.net www.whitakerlab.net Report No: 06/19/19-156 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA LIMITED FOOTING INSPECTION Date: 06/05/19 Inspected By: David Wood Area(s) Inspected: Column Footings — (See the attached field sketch) (Please see the important note below) REMARKS: 31 During this inspection, the items listed below were inspected in general accordance with Section 1705.6 of the Schedule of Special Inspections. This inspection included the following: o Verify materials below shallow foundations are adequate to achieve the design bearing quality o Verify excavations are extended to proper depth and have reached proper material COMMENTS: Upon examination, we offer the following observations: • Tests with a penetrometer found these footings to be in a firm and stable condition with an equivalent surface bearing of at least 2000 PSF. We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: This limited site inspection only reflects the condition of the materials at the depth and location tested. This inspection does not construe that the slab, footings or pavement have been properly designed so as to carry the applied load. This report also does not provide an evaluation with respect to pavement section thickness, foundation selection, bearing quality or potential settlement. The above test results are not to be considered as a substitute for a recommended site specific geotechnical investigation. A site specific geotechnical investigation which includes SPT or CPT data provides information on underlying deeper soil characteristics whereby recommendations can be provided to aid in the design process. Failure to conduct a site specific geotechnical investigation may affect the performance of the structure or pavement. By accepting and/or relying on this report, you acknowledge the potential consequences and liability if a site specific geotechnical investigation has not been conducted. If it is your desire to obtain site specific recommendations for foundation design and/or pavement construction, or if you have any questions about the meaning of the above\ statements, you must promptly notify us in writing and stop work until the geotechnical investigation has been completed or your questions have been sufficiently answered in writing. In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. star oar roA1T0((• stQW AtiIO(0 jjt 011004(8 'XL10 CONSMUCI1N, Alt 0500100 A4A6. FUJI AT LLAST 10 1001 ON EXOH S*E ANS ALL M NE 1AV00. SMDULE M 5151/000 OF ALL V(FAI ATCM. 107 5013. AND 5001 5151605. SCE MANAGE SHOULD PC ESTN1S. M0 M PREVENT COMING 1 1100 10111100015 11111111 THE C0MIR4CIIDN AREA AND TO EACIIIIAIE ME RAPID 1UN-0 11 OF STO RY WATER. Y STUMP HOLES OA MCHE FILLED 110 SHOULD BE GLEANED LOOSE ILATMML AND GENIIS AM SHouu, N 0000000 FDA. l SHOULD NE PLA CED IM SIX IN CH MICK W BE ANO COMPACTED TO PM 0001517 IN ACCORDANCE WWI AsiY -O-1592. C. ANY UTIIL IS*D74*01 UNDERLIE ME arc SNOW , SA 'RELOCATED AND 104 1*R11CNf9 MCC 00000 YOH 101E MCA TILL 1NOUb AC PLACE_ 1N S5 INCH THICK N FM AND COMPACTED 10 055 DEWY IN ACCMD.ANCC MiH ASIY-D-1552. S. THE SUR GRADE 5x0010 PE PROOF ROLLED NTN A AMMO 0051 TOM* 10 =AI. 0551051000 5011 AR EA S, 1X050 AA1AR SHOULD MEM M 1001550500 TO 'mama TH E CAME 00 111E '10101 LOT. U DUE TO 11/151111401. 0 SOILS. SUCH AS TIMMY DR4AN0 SOILS OR MCI CUM. THE AREA 5110010 01 MOFRCUI TO FIRM SOIL AND RE1101E HIM *DAM NED FILL COM PACTED IH SEX N 1X10:1 LOTS M A 0DEMON or ASY IM ACW0DA10E WNN ASTN -1-1557. IF ME IMTAPD 0 6 DUE 00 EXCESS 11015011401101501140 IN OTHERWISE 51111401E SOIL, THE AREA 51101111/ 110 DRAINED AND COMPACTED 10 05X DENSITY. B ANT FILL 11011010 70 LJVF1 0 11 RAS E 111E 10 0 SHOULD 7001 M PIACI0 5 B TO 10 INCH 1HCk TOME 11175 AND COM PACTED 10 055 Nasal IN AC CORDANCE MITI A5111-1-1552. } ALL 01 Tit FILL FOR T4 5 PROJECT SIMLA CON SIST 00 A CLO M. MEE 0015 1x0 SAND WIN A UININU* OF 110 FME5. 1105 /DLL SHOULD RE 7000 OF ORNEOTO N4U 80010, MAY LAMPS AND DEIRIS. 0. LL FOOTIND EXCAVATIONS SHOULD IC CRACKED MOH A HAM PME100HE0ER TO DENIM TM SCI. N 05 0 TAT A. DEIMACAMD 70 DE VICE SSCOURS111 BE 11001 l0 FINN 010 AND BACK FIYRD H MI CLEAN SAM, CRUSHED SIDES M DES LTA FLOMASU fllL y1. JYMYae (CASTMDO R MET At 7* 111 01 *0 055 'Jab MAT DAM MONO M Em1*NIANAD 0DY ufi 44YPfD S0 3* *100 LRAM NS 100,0 7115E 0 11x9413: AMMO 11300 CAI 57*104* * RR WAlSW 00 iT SOW MDCYMA ACMOI M AMA M 1014!40 AN0 R4OWFCf0 M IOC WEODN40 DYMF1 AM MARC STRUCTUR AL FOUND AT ION S CHEDULE _. . *4*5 4*0431. DJNWN TNCUnao o Tao el FBoLNp Remarks 71 To .T4' 8 .C' 7o (}�Ne RR,. `JMY aTOPA Too. 4T rt- b .a- 0' .4' To. 05#41 COAT Oroa,g'pxT', D .011 6a1 2.0 ' PO 3E401AY%MV 4EGP0PpT7,H FD 6-0' B -0' 0.1 1 ry FF1 *701A,DNAY'ATEIMA D OTTA ---P�5�� PL, r e. e" 10 '.0" 2-0' 444 NR*YM4'*T0 TRGAP4142710S 0'.{ 5 5011107WE00TMCr 1 c.7' 7'0' 2' •0' TAY 001676B.WAY <70P Dg 0nN taptL HOTIREOUIRSD FF 19'0 T' &0' 7 •Ir 710 ' 100117 LONG WAY *TOPD LJTT,> 1 .14147 SHORT WAY'TOP 4 21 071%, 14 00 AW 001 BEOW Rto FR 1222 B" -0' 2-0' T -0' (nu) WT LONG WAY 401,1 500TTT 115147 SNORT WAY STOP# 0 01 T,> 1104NCOJp2TR10O10REp FR 15'5 1r-2 2'-0' T AP e scrr WC. 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Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakerlab.net www.whitakerlab.net Report No: 06/19/19-157 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA REINFORCEMENT INSPECTION Date: 06/05/19 Inspected By: David Wood Area(s) Inspected: Column Footings — (See the attached field sketch) (See the note below) REMARKS: During today's inspection, the steel reinforcement and formwork within these areas were observed to have been installed in general accordance with Section 1705.3 of the Schedule of Special Inspections and the plan details. This includes: o Inspection of reinforcing steel installation o Inspection of formwork for shape, lines, location and dimensions We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. 4p_9J\ F ouktizL Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. ..1__-1_-__I _-L 06CO 3,, 6 i4 , 0412.00 Trp 400n a Q1➢LEACPJI4AI0 x OEOw411000i ,#➢,,,, ulti4 vR R 00 C0x510UC1ll. NL1 400581* N5ER. PLUS AT LEST 10 0551 ON UCu SM F AXO ALL AR45 TO 5[ PAVED, 5X0411, B[ 510100 * 50 0U, 5ODRNTwx, 7011 5011. Nxo 5001 3,515105 # UK DRAINAGE 100,0 of i51nn mN50 10 1100x1 00NO1N0 111476e CONOIFIONS w0M 0tar CON S1RUCTICN 10 FACI1RA 1E THE RAPID 004-014 00 51004 WATER. ANY S 41*1 Or DW UI 05* 004 0*0 ,45 400 0 OE WSW W R MU0AT9MM, W M an NM ne w 00 Met 60410 YEMW AM50RS0 1156. 0500 M04 tkk *4330 00 D4STD M ma 1040 MCC Ur15 10 0 tp0 AC110 TO Ilk MAIM WI *0,41.00.0. MVO 904 0-5}57 1. AN4 41141105 111 1 YN0E0U [ 1X5 50 1 9X0310 50 0EIG CAT00 0 05 1X1 155 1[15 000E 10110 RON 001*0 a SOIL. 174E RAtr 45 9x NCE e11 11401011 0* INCH BIX K U rIS .NO COx P 1ED f0 5574 550 1.110 IN ACCO RDANCE MIN ASIY-p-1500.. • le t 501 DOOR WOW HM0pt MUM , 109491 409514 MOO Mark 1010#015 5.x 0 5R 00'T OW, TMM NER05'WMMIW 5X10 Mt 240459142012110 010000 it 4y Com or Ent 0M10 0XT7T., 0 hat 05 *X0544440 so * ENSX 40 0401.1 *41044 033 04 SNNT 14 40:, EMt '09 0'10010 .0 O 9RRY r e0 440 EW4 00* 10410E MIN ATNwg4 2.x* EOe*COB a0.MON urn 0x Tarter, 400544E 05 41044133E 8 M0 A NVANOM 04116105 rft 8M*B 00 0 IN C NC 01011, 1 tt 0M+. n4 W 15 4 00M4prl0 10 bt% 84450 1'. Y AN .ILL 11004 0[0 TO 9Ep1L 00 415E 1X0 SIiE 500,14 10Ex B1 P41ED 7,41. .:117f" 1X100 W0000 7104050050.0115 10 054 011801 444 1400 004x44 x11* B ALL Of 474E FILL 1'0R PIM P05J1CT 41004 CONSIST OF 4 MAN, FNE1 R0AMN5 SAND "ITN A 611110116 Or 194 TINLS, 1015 fill SWUM RE FREE 5F 50JECT5 NA91E 00015, C41 LIMPS 500 DEBRIS Alt lcir1D M0Taa4Ew0* *wx*O M 5 40340 mirk A 145$0 6111111000 0.001 70' 14410 THE NM 11401x 0, *545 Rµ1 MM 0511wM40* 15 04 a mour t)MM4 M 0X1 00,1 10 *04 SON A00 MO Murk 403 Mut 00+0 0311510 MOM 501400 0004 110s. 0, 074E 6001$4 O40ATAT0N5 Mk 546 0 -kir *#105 114 340 5X01 004'4* 5 ,0 0E 0*40Ai9 1x 0 SEA TAW 094 4$ .'15444WS1YR 1x 01. /WT 4x0501010 04844*, 41.5 101X1 art 0W11ka YE i15*N14 0100ree tt& a Apr MiditmtTNYl 401f011Y UUMI'W 00 5 AMR 0600 01.60100 TO l*141 te*SWE,' a➢x34'WAAL Mo n II MNvM 4xNPx, Odw1 *4 0004 41* T.STI 1 pM,4 400100 LAP.I w04 40 4404994011 10 J4' SD' 0.7' 01' 1N1Wa 4140 .0* 000440']:. i D0 4.4` 4'•4` II -G '_. . fiy ;;X ..,,, xTO3R4T4 D] B$ 5 `4' a .0 ' 0174 4000 . DSJAYx - a . . BID ` 3+4 ° T4` Tl [S S,N 01 0 OV A WTI.. 1E 10 035E05100i40 RS t6 34' 7"•.' 11x5 ' ., :2.s EA 9VY10Op a ion. .. . 43 ifi' 0'00 I21_441. (400Y1T04440110 11G'PJti 0 0D,4,4(1,1 000 a 10.0'' 0.00 ,I)rq et 45Y4M v. ., 450 ,0 1011T 51 a MGM0 114054 .-:100014 44(50 M .O4 M00EOTRi04480 00 We *00' '0'.q' T4 ' 414214220240 112P4 B OZO 1001'$40.44 Y44Y cTOP a p4IT e 494' iT 2' T+W T4` @.0 ..440500 01104'81,71110 ; a '-`ol1 1000a NL�4b X51... R . BE 022 40 MO CK S 14000 R#g WR1 0. El0 My40-0' 'x .T` z. 1 : 700 T,0' A 4' 1 •i4 4 +89" 'N 441.3, 101 <T19r*1BES ata #'A' : 1'4' 1'.1 1 011• fi . 0010464:054'4 00, $574541O4WYW4T'ASOP.a 8 491,* 0j104B11 pN1 'VSNY tlTEA0a 001 "1 n X00404 M0Ti0MIMER STRU CTURAL C OLUMN SCNEOULE•ORANIINC3O Mark 900 Ras a E44P1 404:(4. 43 Tap OSU0t 15505 00000 ,1 Rew5prc0XN0 Tips 1019 LR004 00 -414' re -14'4` ;Tpp .10400,0. 0 43 410 1070 : ' .. 104454 M"s,040e .014 " 0 .4 ' CTNT r>elJ= 1 045x' CS 9100 44308*k&_ T•R p44*04 444m Mir e .1' 3"' 0td rap" G...0^ 10 44 Ty -D00111 5.8 40,1 RAP' ',a - ire TTFW34 v3 44081.0.0 .0.43'0'" 11 1,6. f5g1T x051/ ➢ i geeil 0 .66 } WHITAKER LABORATORY, INC. P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakerlab.net www.whitakerlab,net Report No: 06/26/19-152 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA REINFORCEMENT INSPECTION Date: 06/18/19 Inspected By: David Wood Area(s) Inspected: Column Footings — (See the attached field sketch) (See the note below) REMARKS: During today's inspection, the steel reinforcement and formwork within these areas were observed to have been installed in general accordance with Section 1705.3 of the Schedule of Special Inspections and the plan details. This includes: o Inspection of reinforcing steel installation o Inspection of formwork for shape, lines, location and dimensions We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. 4-kiLAYA ouktifEL Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. 15140➢DBRA0415I,.,ILDRpLI1yER1(S,.,AS IIII /111G 1. PRIOR 10 CONSTRUCTION. ALL BU1101M0 ARMS. PLUS AT LUST A0 FEET ON EACH MC ARM ALL AIDS TO It PAVED. SHOULD 0E STRIPPED or ALL VOC ATION. 100 SOIL AND BOOT 57510115, D SR VA 1 01MHO SWARD BC ESTABLISHED 10 PREYED 00X914 001ER CONDITIONS 0171110 THE L5 • D AN0 10 1ACIUTAIE 1440 RAPID RUN OF 50050 W ATER. ANT STUMP NOLFS 0A O THER REPRESSIONS SHOULD BE CLEARED OF LOSE MATERIAL AND OFBOS WOOD THEN RE RICA runs WITH APPROVED FILL ME BACA FILL SHOULD AA PLACED IN *0 SIT INCH THICK LIFTS AND COMPACTED TO ASK 00X5140 IN ACCOBOAXCE WRX A SIY -0-15, A ARE 01L0 E5 THAT UNDERLIE ME 540E SHOULD IF R0OC* RO AND M0 TRENCHES LICE FILLED IM APPROVED SOIL. THE BACA FILL SHOULD BE PLACED IN BC INCH THICK TS AND COMPACTED 10 055 0EMR115 N A 00100 00E 0 1111 A ST1-0-1911 9. ME SUB CR000 SHOULD 0E PROOr 501150 ram A LOADED DUMP 1RYCR 10 LOCA TE UN1TA0LE OR EOM AREAS, THESE AREAS SHOULD 14400 00 I1V6TN ATED 10 DDEONUE THE CAUSE 01 THE IHSTA5111T, IF DUE 10 UNSUR00LE SOILS SUCH A5 WALT CRUNK SOUS OA sar i. CLAYS, THE NM0 ROH MOULD BE UNDERCUT TO F411 SOIL AND REPLACE 4500 APPROVED FILL 100 PACTEO IN SIX 15 TO A 11145* U005 IE0 OF BSC IN ACCOSDADF 0 0TH A 5TN N E -0-1591 *STABILITY IS PDC 10 EXCESS 45 040E IN 0 1NESUSE SUITABLE 504 THE AREA SHOULD BE 45 0 DRAINED AND COMPACTED ro ASK DETS ITT. ANT ILL REQUIRED 10 LAVAL OR VA SE THE SITE MOY11 THEN NE PLACED U 0 ED 10 INCH WON LOOSE Urrs AHD emolc OD TO 40O'I 9% DENEU ADWDANCE WRM 011-0-13 ALL or MC 40 11. 101 11.1 ABDDE01 1NA SD MOO M 1 001101. . f000 11*YN0O 5100 WRN 1 YUMMY Of 155 f4AK% 500 hit MN DILO RE f5EP'OY 011001000110 ISOM WO 00400//105 DEBRIS ALL FOOT D 154YA 1lw SNWLO BE CXELCED Ta H A NAND PEYEERO REA TO NERDY 1110 SOIL 00CIDLI05 01HMC1 0505A40RY CAM100D NE D *00 0 ELOW AOIE ELL EBCU110 PUN SOIL ANA 0. ED 5UR MB MAIM 5MOULD BE WR lA1NEe VI 0A0DRY AND 100 05ON 00 CDRORMOIL 1440 0044007£ S PLACED. AREAS 110 ,E ARE 1GTD‘1070110Ron RY 011 5N rra" aro maBF REW ORRD AMO RCCONIACIED TO THE REWIRED DENSITY AND IUAAC imniDEi van s. OVl1NDA170N MAN SCA LD, I/O' = 1'-0" STRUCTURAL FOUNDATION S CHEDULE V.. LC1g4N * 10k10 W# TFDsMS Reader... a, WAYI%Nf Op ,� •, 110 7$P $+9 ° 11.0' 030 qpj$0 WgV .T0 O46DP,P 02 CW 1q' tae T "a q}L.I VC ALAY .Att., 1 WM. 09 EA , Sir 0'0 7$ EDIitL NA VW ',8�4 011 I 1440 " YS" 11 .0' 10 .0' lAl Malt L7R4r0Olk•4. FM * ppp00l 1BGfprepoBR. 770 r G' TOT 7.0' 000' [10 itI AVWr X10114 spry • . . 00 Sir 0Q 9 .a . 700 * D me 4A 00A4400**0act 1 .. 1N(VN01001 SEDGIPIE D NA 1S$ *or [ '.fi 5 LON OWNYY1 4 MY OPOIT YC**41 d M ot 510.0 I1OLMk4 ' ant A1R4R4D 1 MOCSRI NCTBEOU WEO $7 1r$ AO ' 2'.0' 7$ ' 61015 CP1CTC0WWY+Tp1140 0T[P 00430E SEIRDOCYMY Mara MIT a$ 0[0' Tr•r to.4T&,L0.4 ss+F OOP /13TPs TRR17JLRE:t nit 1-$ ,11E" 0 71-1 " X O' �A" 0 1Ti4C.7 A-VWYNTCL°A 06tY9 FRCORs1 NDr RLti0ED 041 TC" 41 11 .0` 11 " lg. U19MU Y. 10 00 ranT .*0 RM]r11L5 k CTAE gidOT; B rl1 741 1 71 4 10 .5 ' (41 777I��dd55MM CR1 n5•C1AOY04Y*TEDS R Ilk= • MA. SHOW 0A4Y-1Ex axpn 0 I*CW,% Wit 510µ550 C STRUCTURAL COLUMN SCHEOULE.ORAVNIJCS MOFY 5w RRAN ERN* _ ..__ 80,S11*1 UDC...al 50UV*I*0 0 nk THV R®rmN!& GR fOTS SffDM AS RANK {Dvki +yh S'A^ 40"3 Tao' E .' YF 1'0010 .CT 00TD 810'00000 001104o NY .154° 0.71 [40 1. . i3�1}' 5'!51.)2 ° GJ 1101 61'000 AARYa,R .YEN1 •1=40 ' 11 ".0' 0715 77 . N Qr CA 1071 1,61'110411. VA n L fv41 0'00 1 7. 50 ' 150017 y_ A3111r K4 1071 I 110 0 M n;ntl .G.two' 1,0"414'61*' 01 50: AS'NF 00 WHIT 'ER LABORATORY, INC. P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakerlab.net www.whitakerlab.net Report No: 06/26/19-152 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA REINFORCEMENT INSPECTION Date: 06/18/19 Inspected By: David Wood Area(s) Inspected: Column Footings — (See the attached field sketch) (See the note below) REMARKS: During today's inspection, the steel reinforcement and formwork within these areas were observed to have been installed in general accordance with Section 1705.3 of the Schedule of Special Inspections and the plan details. This includes: o Inspection of reinforcing steel installation o Inspection of formwork for shape, lines, location and dimensions We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. 2ki:LcYA F uukt,AkL Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. Sig... EU R RA iID ittliaLI CM*S..HAT. OQILAw* 1. 771110 50 COHSIOUCNN, ALL 001101X0 A1EAS, PLUG Al LLA0T 10 FELT 00 EACH !ME AM A IL AREAS M IC 10001. 0NOU10 00 0101PPE0 07 ALL VE0MTMN, 1117 001E 0X0 0001 0191EN5, R 30 7 OWMp[ SXDY10 B[ EttADLSIM D 10 PLRYENT 7000,X0 W ORM 0010ITMr6 M1MIN 111E 000570IS TMN 0 NEA 0X11 10 FACIUTATE MC 001111 000-0777 07 01000 11A 0E7, MY ST AIR SLIM. NCH/5 OR OTHER DEPRESSIONS SLIMBE CLEARED or LOOSE MATER IAL AND DENIM M DE BEER FILLED M TN AIPROVED FILL THE MACS FILL SHOULD BE PLA CED IN SIX INCH MICH A MTS AND COMP ACTED 10 NSM DENSITY M ACCORDANCE WITH ASTW -O-150. ANT UTILITIES THAT 100000IE ME SOT 9X0140 LC RELDCATE0 AND ME TRENCHES BAOR FA LCO MID I APPROVED SOIL, TM MCC FILL ERODED DE PLACED IN SIX INCH MICR U51S AND CBNPACIED TO 055 01010111 IN ACCORDANCE DOH 00100-0-11157 S, MME SU0 OM50 SHO1LO DC PADIN ROLLED MOAN A LOADED DUM P TAYCR 10 LOCATE UNRIASLE OR 5071 AREAS, THESE ARIA S SHOULD M EN DE INVd1MAM0 TO MROMINE 111E CAIls* or THE INSTAU LO T, IF ODE 10 UNSUITAIE SOILS , SUCH AS MEHL, ORGANIC 50113 OR SOS, CLAM, THE ARM INCH MICR Urn TO A ILD DE HN NLIM TIM ESOILOF ASS IN ACCORD ANCE0 0RAPPROVED EKF,M COMPACTED THE IN SIA0L01 IT DUE TO EXCES S M OISTURE M MNERMLSE SUOA DLL SOIL, IDE AREA SHOULD DE D RAINED AND CONRACTm To ESN DENsm ANT F111 DEMRCO TO MN OD DAD E THE SITE SM. THEN OE PLActo MB TO TO INCH MICR LOOSE LOTS AND COMPACTED TO MM DEX0171 IM ACCORDAND E WITH ASIY-0-1557, ALL 01 TNC ML TOR TILT 0000[01 4 NNN O 050 1901 N R 0KAM, 1Mt M00NX15 {La 0tM1H DEDDR R or 100 000 114, MO NO FBA RXDOIB M FREE OR OBE[0E7 00*1* Mtn. CU9 10X15 *MS ALL TOOTING OR AVAIM NS SHO ULD RE CHECKED W ON A RAND PENETODNRE1 TO TEM PT ME SO IL BEADING AREAS R AT ARE OEI0MANE0 TO NE DEFICIENT SHOULD 0E 1.0000X7 to MIA COIL AND BADE TILLED W ON MAN SAND, CRUSHED STONE OR PLWA Dl MI- TRE MO NO ESCAVAIM IS A ND ALL OF ME PD FPA0E0 SW SUR ORAOE SN*YL1 RE MAW IAINED A Oily NO COMPACTED CONDITION UNTIL THE CONCRETE IS PLA CED. AREA S THAT ARE SOFTENED WATER DR RV TLCT N ACIW IIT 0X0010 OE REWORKED MID RECOM APC TED TO THE DEMARCO DENSITY AND IMPWG. STRU CTUR AL FOUNDATION SCHEDULE 017100 1ttgrR 50 030 )00050 10 0*71710 Re11HPl,mmnl Rpelarq H fin J,A,WA1" .iLD p6 DWI, ='1 D�0' 00 3 10. ST T4` N C .A. WAY A7 '0070 0017 .2 911 Y4' tr 747' 110100 ea. Vf0Te41370 n/ B e_. 10 _T' .0" 0 1.0a1 t0. CJEFA iS T^nt f ir T.0" 104' x1`614 Y 0UV.T 4W 1#11%• Rf0 10,KYR10U1R0P 100156g0T REDDIRE, II 9111' 0NT '^: ,S 014' {CE Mt a Mdll!e {YL1 b SP1A 00 144 ' 7.,11 7„9, M.IT' 1 71 O ON{S NdAT•5AN• RBD'T P (AG41 S 00CRT 01DLY'3P700011@j1. .M., SR ONDTRE OM9 i1 xR 1x4' 0 .11 ' 7"ff f711 x�rD NEVuT'eT ADM ,. MODS MOTRE CU9t1 D TD 57 7 ti•z" Y. .lr 7'4 ' *NI 10'*G. ft, .W,+{ et0M0 M Al.• H106 R0 NR1T RAQkRR770) 00 0 177.2 S:O" S l' 7.S,` $4V 00®'u' 4 B*07AtmtC1,49Ettt, MOSS IY 17 REWIRED FrpDNb MO1.4EIx1mCD 71t 344 f11d' T. 0 / R. t' 04 EA DA Y .a4L14 Wi tt 7710 S'2µ 4AY 7,7777 b -F% " 1 CA1xF0lT/gV 0770OPL� �xxaNWEERwY<ipR4xrrr,. 1RTTRBO 0*71001 STRU CTURAL COLU MNSCNEDULE.R AI MNGS TR AFN B'fl + 9X,50Scats $O2i LRAM Te i: M. L.A51 ventral Ro,>rl elce,rM nf i gA�DC . CS L'f1 {IS OGON 711at0� 4R00 B.t 5'0X7 CT 14V rg ,770 503;5 too 5 050 f4' 5' C3' IYM* C3 CFI .. . Iv 1.41 34 0o, WO LMr1I .i'4' 590 ' flit •o r 9: wp.B WA. L0v01 (3' 534 [4'107 15 7 aSgT9' A Axv D+M eny AFsn Lor -51334 5119 for TO M, - 010I- 141 ec• auAL1;. cc a tz 2 f. Report No: Client: Project: 'WHITAKER LABORATORY, INC. P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakerlab.net www.whitakerlab.net 07/03/19-154 City of Tybee Island Lower Portion of Tybee Island Marine Science Center Tybee Island, GA LIMITED FOOTING INSPECTION Date: 06/25/19 Inspected By: Kyle Lott Area(s) Inspected: Footings — (See the attached field sketch) (Please see the important note below) REMARKS: During this inspection, the items listed below were inspected in general accordance with Section 1705.6 of the Schedule of Special Inspections. This inspection included the following: o Verify materials below shallow foundations are adequate to achieve the design bearing quality o Verify excavations are extended to proper depth and have reached proper material COMMENTS: Upon examination, we offer the following observations: • Tests with a penetrometer found these footings to be in a firm and stable condition with an equivalent surface bearing of at least 2000 PSF. We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. v vt Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: This limited site inspection only reflects the condition of the materials at the depth and location tested. This inspection does not construe that the slab, footings or pavement have been properly designed so as to carry the applied load. This report also does not provide an evaluation with respect to pavement section thickness, foundation selection, bearing quality or potential settlement. The above test results are not to be considered as a substitute for a recommended site specific geotechnical investigation. A site specific geotechnical investigation which includes SPT or CPT data provides information on underlying deeper soil characteristics whereby recommendations can be provided to aid in the design process. Failure to conduct a site specific geotechnical investigation may affect the performance of the structure or pavement. By accepting and/or relying on this report, you acknowledge the potential consequences and liability if a site specific geotechnical investigation has not been conducted. If it is your desire to obtain site specific recommendations for foundation design and/or pavement construction, or if you have any questions about the meaning of the above\ statements, you must promptly notify us in writing and stop work until the geotechnical investigation has been completed or your questions have been sufficiently answered in writing. In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. 111E...rWARATFOR JE0LIEEBEEp7A AL4*U4D*NG T AREAS TO OOOE PRIED. SHHO ULD BE ALL ST:: ED N' ALL VEGAPEAS. PLUS TLEAST ETATO N, I0 TOPCSOILL AT ONND EOOT SIDE ISMAL, P SDE DRAIN AGE SHOULD SE CSTDL911N TO P0EVEN T 7000,X0 W ATER CU NMO CNB W 1XN 140E CONSTRUCTION AREA A ND TO FACI4TATE THE RAPID RUN OTT 0r 0100* W AVER. ANT STUMP HOLES DR DINER DEPRESSION S SNOVLA BE CLEARED Or LOOSE IERIAL AND INNIS AND O NO THEN BE SACK FILLS THE APPROVED TILL TDACE FILL SHOULD BE PLA CED IN SIX INCH THE N LIFTS AND COMPACTED TO 4S% OENSIN IN ACCORDANCE %01111 ASTN -D-LIST_ • 00 0011041 THAI *NORMS 101 sat 100 D IIRLOCNTDi AAm 714 rum AMRBD D Ina. 406 ENCt 7 0041 RWL0D(00 Pp BACK ru BeEIE MLEfl Ai 140 11tH MSC LOIS AND CODN%ICD TO 4510 NNIAIr No ACCORDN CC 00010 A#C%-11x3. 11, B..THE SUD CMOS.W 400 OLL £0 WON A LOADED DUMP TRUCK IO LOCATE 4MOIABLE 00 X071 ARM THESE AREAS EMIT ED 71100 BE IN VESTIGATED TO OV ERNICE THE CAUSE Of THE MSTAB11FT1. 01 011E 10 UNSUITABLE MILS, SUCH AS NRNLr ORGANIC Shcts O4 Sale 01A1S, TIE A SHOULD UNDERCUT TO SRN SOIL AND REPLACE MIN APrPOVED VIAL COM PACSED H INCH LIM TO A WIGAN. DrY Or SS% N DANCE WITH AST*-O-ISST. Ir INC DON NY 9 DUE TO EXCESS MOISTURE M O THERW9 OSUITABLE SDP. 140E AREA SHOULD BE DRAINED A NTI COMPACTED TO ASP YENSTr. C cc fcc elAN9C0 lb LLAMA PM SAGS IBM CU SO NO IYk3 D M ACI:V D P M lk MCW TeXA YEN! IY TS AND C OAMA CIXI SD IMO OkM Si15 4 8KDBA NCE bUN A800. D.IOAA. S eLL sr 014 0 'MA ED. TAG 710110 00 DAMP 00 09t. D 4 k40µ, fiat MAORI D'A'AGM A +*TUN N 0NW 00141_ 1119 M. 1'AO1DD WC Ik0E of BB.Oelnee kt RW10, EMT Wens AND u. met. IBrA+A0VSA9 *140404 RA <n u410 BCN A NANO PFNETAOM ETE0 TO YEW, TH E SON 1Ndl., CIN DY 11:01 AD 11Ff0l0M0 EO q prnot0 mows IF 'MUCH 10 EVEN SOIL A DO SOU RUED CM WC* S R0. COMIC MK A n1AkL0 NA. THE r0011NO EXCAVATIONS AMP ALL OP THE PDEPNFD SLED SOB CRAPE SHOULD DE M ANTAWED N A OAT ADO COMPACTED CONCINCX UNOL THE CLINCIIRFE IS PLACED. AREA S 1XAT APE LNE BOBTEN110411110 ES WAWA IOM AC TIVITY SHOULD 00 BEN OW BEFO AND RECOPCTEO TO 6TRUCTURALFQUNOATLON SCHEDULE 11410 RiMj.G NIY�I Tk N Rte, IW4ecra ce $aD NMD F9 54' RHOS BA MYx4ERr4ATOTf, 4 40' >f . .. .STRUCTURAL D' z.44 MCA tee Weer<t4SWM cene1 rs 01' 01.0' Y•0' Tir MI I4 EA MY clificar.. 4 re 0101 $ 4' S*0' 7. 01 inn WA au, .ibbd40ft. 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Ck IYffi Tatemes 08 0.01340 04 '. 17 .0' (7007 q0.: CS. 11111 711. 01Y3 Ad a. tcet . 4. 4 -SIC 01"41 11*' 11 10' 031111. 13 'IP ua vs11-..,, II fb.L. - E7 S1 .0 WHIT AKER LABORATORY, INC. P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakerlab.net www.whitakerlab.net Report No: 07/03/19-155 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA REINFORCEMENT INSPECTION Date: 06/25/19 Inspected By: Kyle Lott Area(s) Inspected: Column — (See the attached field sketch) (See the note below) REMARKS: During today's inspection, the steel reinforcement and formwork within this area were observed to have been installed in general accordance with Section 1705.3 of the Schedule of Special Inspections and the plan details. This includes: o Inspection of reinforcing steel installation o Inspection of formwork for shape, lines, location and dimensions We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. kAA-0(' Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. 161,,, rent: 7iVilla I%JSLii'!ml ue.si.snaxre ,. A") m.rvM erIVAN atria NIiaL:V'li:211N aoiavurne=`;h",iw', .,====;M varea aRrAi; I gyp/ maummen u- n•� .agars.: n ummumm4* /.Oa 1.111. r//rr`�' 1r1.■ ..■fla. Ll ROMMiO�Iaila� I Ar ■a ■■. + .r a/a/■m Ia ■/ /fir iro/■r SAIMO.: ar es am luara■ ■/ /a/ aa■ ni ail•• �r t/ur��r■ lrc a/a 4MM INA■■/ v■■IU R■M AWN WIAMIJURMO m emw mimmo m .Z 11u•.i call ',mpg/A ar = .we .s1 -Vas *rut mom s NO UV VVISO I I1D ZLI micri 67416111 Oiniiii rOMMIMMOWCIMME MP M I�IiiU►+6 •�iIi •� I r AMMEM • Ik31M1,3J1VAW mi.., 1141,MY S o -a = . vr r W 'IVJF ris JlaII 0# mo 3 m3 MF14 teaIN? ■ ■INIPm..x/ aa/ .a. ■/..in �n ■I �Rri�ii�i�e sii . MMIIMIEBBMWMINMINMOSNom moMMIMISIM mosmilMs micupwwwww-timmR onwmwomplimmvimmpvmm nw qm ps .■1J....i /.I. >t .■L ./ � >Lmtr1M II /ow• ,741a ma.a//a/a ...// ///:�1 � wa gonC WHITAKER LABORATORY INC P.O. Box 7078 2500 Tremont Road Savannah, Georgia 31418 (912) 234-0696 Fax (912) 233-5061 Email: info@whitakerlab.net www.whitakerlab.net Report No: 07/10/19-161 Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Tybee Island, GA REINFORCEMENT INSPECTION Date: 06/28/19 Inspected By: David Wood Area(s) Inspected: Footings — (See the attached field sketch) (See the note below) REMARKS: During today's inspection, the steel reinforcement and formwork within these areas were observed to have been installed in general accordance with Section 1705.3 of the Schedule of Special Inspections and the plan details. This includes: o Inspection of reinforcing steel installation o Inspection of formwork for shape, lines, location and dimensions We thank you for the opportunity to be of service on this project. We appreciate your trust and look forward to a continuing relationship in the future. If you should have any questions, please do not hesitate to contact our office. Respectfully submitted, WHITAKER LABORATORY, INC. 4AP-44A F (AildthzL Joseph F. Whitaker, P.E. 1 cc: City of Tybee Island Email Distribution 1 cc: File Note: In accordance with IBC and Georgia Special Inspections Guidelines ACEC / SEAOG SI GL 01 12, please note, the Special Inspections program does not relieve the Contractor of the responsibility to comply with the Contract Documents with respect to strict adherence with conformance of all plan details, plan notes, the specifications and any written addendums or variances issued by the architect or structural engineer of record. 111 6.. .m . ,,.., 50-111... BkSIAMJPE11. 411!..p6NTa si.l' 4L16LIMG PRAIA 10 CONST ICIMX, 4110 IMAM MICAS, PUS AT V. AS1 10 RR ON RCN SIDE AN D ALL AREAS TO BE PAVED. 54 WED N[ 5111514 0 Of ALL VROAIp0. 101 S0 L M IN 5001 SYSTE16 . 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RSmOIk s. 3011 ` A.% 1'91 {g10O N;Ay:001 v A94N�B KR { N•;p 4q" 9,9' T'i { 001.6Pp41M\Y++''[ttlNAsr...1 1 1$ 01.9' %LAY r•P Tar, 01110 01000 0 .N. 407 9, 90 N•it .ETA iMlY1 KV WI2 N. r-0" •, r-0' 2-0" -0' 'I w> RA TD...IMWX'4 1.71.7 i1N 'AOIL9 N4T REOUNIE0 F6 0.90 0'"0 " Y-4' '1 1.91 , *u N?5A YB1ev.T.9D000n11+ ' 0001*0 N61 RECOORED Fl 1420 74' 2' 0' . 1021 1 7107 LOO S WAY -4Y9 0 AK-,.* At4N79I 90' 4Nn *TMI 119* NG *0000*REWIRED l o* 110 2-a- .. . 7'-0 (0 0wLIIMGNAYax 10' A wp11a ,1 5,47 54011.... 0,10,.., OarE ? 'KCVO *C O * E04R gDE1 N?3 1 28' 77.2 ' 2'-O' F NNRDOf51C.B'A .1A %1'.0. 04 .101'00 1.00414 0, ftYA,a_4 F10 1511,2 - 22-1 2'-0 ' e.. .,Yn*9* 4C 771 1 . R{*1COgA t0007101 000F00ti61F:0 F11 I-0 •' 9'O' 1 -O^ • * .t1" WV.E'0 1/.10 PT. a0CC!1. NCCM•.4 01'NE 0Il0Nf9 001 2--d" 20 t.R' 01.11` 90)0 LONG WAVsTOP SpTT> 1.64. SHORT WAY <TTOP66E17T> 104+0tNd9 qt. . SO I .. . .. STRUCTUgM-COLUMN SG1EW LE-0NASlONpS 01 .. Ta0L01* T140421N1 1. ,7 . Ve1ma1 Re Ta)19 «_ 9nfl N?v05 00 0 Ili! 11..010 T1EAe'O ` X!0^110101 -td2Ct" EP.}4rA' „CC 7040 . T17'Rm q I 0 04+ 0 OTC' (*11 1101 '+ 012 C3 1000 . woo,* 54.I.M, '0 01 40.001.0 .\' 4- ••.,C Ow C. ira00* 60X400 NA7 . 110 he 44. I C3 100 0,00 X.'. 900 0„5 As ...., .1-4aw 4*1 ,v .,m" {7707 1r woo ss ■y T5 S1 .0 WHITAKER LABORATORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: infol@whitakerlab.net Compression Test Report Client: City ofTybee Island Report Number: 1986 Project: Lower Portion ofTybee Island Marine Science Center Report Date: June 19, 2019 Sample Footings - see the attached field sketch for the approximat sample locations City -County: Tybee Island/Chatham Location: Job No.: ❑ Building ❑ Floor ❑ Slab ® Footing ❑ Pavement ❑ Wall ❑ Sidewalk ❑ Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 6/6/2019 Set No: 1 of 1 Sampled By: David Wood Time Sampled: 10:15 AM Placing Method: Direct Chute No. Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor ❑ Prism ❑ Flexural Lab Technician: Grout Beams Date Received: 6/7/2019 ❑ Mortar ® Cylinders Cubes MIX DATA Specified Strength: 4000 Mix Designation: 509 Gallons of Water Added: Time Batched: 9:18 AM Plant: Thomas Concrete Truck No.: 626 Ticket No.: 234361 Load Size: 7 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 83 °F Slump, Inches: 5.0 Air Content, %: 3.8 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 92 °F Allowable Temperature: Allowable Slump, Inches: Unit Weight, PCF: Allowable Air Content, %: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Max Compressive Type Cross Section Average Number Made Received Days Issued Load Strength PSI Of Break Area-Sq In Diameter 1986 6/6/2019 6/7/2019 7 6/13/2019 146170 5140 I 28.46 6.02 1986 6/6/2019 6/7/2019 28 7/4/2019 1986 6/6/2019 6/7/2019 28 7/4/2019 Note: All reports are provided as confidential property of the client This report may not be reproduced. except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 WHITAKER LABORATJORY, INC. by Joseph M. Whitaker 9000_F.F0RNWATlROLA000IPUL001A wN.n lriZ POM O 10 CONSisUCIION, ALL 51T11GIK A1G0, PLU! A! 10.057 10 1107 ON EACN 1IDE AND ALL 1000! To of PAVED, 0X0410 It STOPPED OE ALL YEOETATM N, TOP SOIL ANo SOOT 50170000 . S E DFA NOSE 1000 KEN Ao7 9MSp O Ppry[M 7000 x77 701[1 0 001110sS 00000 111E 00151740000 0710 s0 TO otM000 7!710 AYX-q 0 071 5000 00110. 0, AMP IP SO "OI% Oa 01AO0 07700501005 0117756 OP SLUt60 OP {01100 574000017 PW TOMOt Aim TOWS 117V 00 5000 10470 077 APPRO., rol. 1770 SAO Tot WO W 0t 0670170 04 OM N0110700 14010 010 10APAL00 PO 500 sw oons 01 APO0000"GS 0770 07011..0+ 750!.. • Po. 011010! 7014 MOM ITN SNP 077XO 01 DOWN AND 11E 1710100* FACE TILLED k� 71 X00 0 DC 04„ 0000060, OR 000470 IN tot K0 MICE u rn 000 ACGOOWDIX'0 M 1070. 0. 0041. 0 7K 700 00401 SAW !0 MA Y 0a1IA0 on?! A WA005 POP 70070 TO KO. I110 1AY57 OR WTI TOGA, NO V + Mt *10010 ONO EE IMOILmOElt0 00 07700(1017 TNT Co at M 'a[ 010101707, 7 MX TO ~OW iW 7701(, 0701 AO T 7 0100017 0RLL 00 5001 CUM ME Op 107 00 ■ 7007700! TO P AIN tat MO ROLA0O 070 WOW* TILL 0tVM7O 77 1* OEN 70X1 Nln 07 0 OMP OAITA n+0 77 or 007 "1 Ammon rent AOT0 -1.0000.7 M0 N400lNAT0 M 7071 10 0004007 s setort CI 01K*0010000 4 TM 1!17 ARG 7Md0A town,* kW 71401.. .,144 O0 r im PONT 4. e. 001 TILL 00001700 10 4100.00 007E 1NC 5111 4X7070 1700 1000000 IN 5 TO 11 INCH MM0 100 0E 011* 005 000/10100 10 00* 07700 01 00E000ANC0 0 011 1 00-0-1530. 4.41. C.11.01 Ill 100 MIS 5100601 417 0001140 00 11 01670, 0000 00M 51*0 0000 N0 X A 105 FINES, !MY nit sNpUlO 01 tA¢ et 00000010.40 AODR, p4v 000!! Asp 00711 0010 1 MOX0 00 01100K01NN a w7! P106YMh0700 TO VSMTT 511E SOIL 1F 5010 0000010000 TO 01 OLY ,a400 SONOND 5t 07010111 TO 110 1017 AND 400. 0507000 50070 00 000! 1700 Lao. 000ALLO !MG !07010 ilk* 570 7001 0177010 01 TWILsp7p 1MT701 001707/ WOR D Or MOM 00 0 000000010 TO 7lQI1 40 0 70 !.71 CAT STRUCTURAL FOUNDATION SCHEDULE >, A„ TWA 05701 WT 3•D' -7' 7EID Ek MP � ?•#^ 04 105707 LT. .YOSY ABgP A .0t771sA .. 00 4b' 7171 7 .7 7 ;7d 9RIFAE/.1SWY{iiP ni OOP.", 10 A°0° 0"4 .0A ' 7 Po AT Ul . W AY 0 Qb►Dom,. 7H7 7.0' f'{0 1t?0104 Aw T$107$K TA ADO CNIOtotod Nor 17E0AUR0.7 li 7707 7. rd T 7 70 1 /04A 0 s70PA 11000 0 L1077♦10iTINY'STD PABO7Tw {lOi 770NORYN4Y <IOP}'BDff.* 304woo Cb TAP 7. A+0' 04 0400107000 NQQNONOP 071047700 00 XO+C 3 3' 7-0" T:0° 11700010177,74 10070 OOOnT. E�� nom, vA�Y NTE7'aDc7. r NQ 77 �, NDtfl74WX0ND PO 0;0+ 3 00. 0 7 «0` 711' . 1O g1T$A7. 9 101,71794/10177 II 010 !76.101 0 T'7•r T.W . .ice 014111 , TOO, Os*AX .T1P 0474010:1 . $$$$$A.Ial 'SZQ UNf. Nq'0+3 Nor 077 17 0 NU&5 5$60$$$$$$HLM _.. PIT 7d 1'-0 ' 7-.0 ' !3.07"S {MOO. SO. VAAY.00P 0 0flTI, A 017 3AT 770' 1" .0^ '0 .11'1 AN, (4170 ECl0 Ww w*I d"A 9700 ,. o 19NSNMT 7AYo66N\0Wt7.0 STRU CTURAL C OLUMN SCHEDULE-DRAIMN OS Ti re 10'O 1010 .0y' +0701 O Y1Lr1Y1 °a 1 7. 101 0,01 al or Fear 10 01 S1.0 WHITAKER LABORATORY, INC. P.O. Box 7078 (912) 234.0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerla b.net Savannah. Georgia 31406 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Footings - see the attached field sketch for the approximat sample locations Location: ❑ Building ❑ Floor ❑ Pavement ❑ Wall ❑ Slab ❑ Sidewalk Report Number: 1986 Report Date: July 09, 2019 City -County: Tybee Island/Chatham Job No.: ® Footing ❑ Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 6/6/2019 Set No: 1 of 1 Sampled By: David Wood Time Sampled: 10:15 AM Placing Method: Direct Chute No. Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor ❑ Grout ❑ Prism ❑ Flexural ❑ Beams Lab Technician: Date Received: 6/7/2019 ❑ Mortar ® Cylinders El Cubes MIX DATA Specified Strength: 4000 Mix Designation: 509 Gallons of Water Added: Time Batched: 9:18 AM Plant: Thomas Concrete Truck No.: 626 Ticket No.: 234361 Load Size: 7 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 83 °F Slump, Inches: 5.0 Air Content, %: 3.8 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 92 °F Allowable Slump, Inches: Allowable Air Content, %: Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Number Date Date Made Received 1986 6/6/2019 6/7/2019 1986 6/6/2019 6/7/2019 1986 6/6/2019 6/7/2019 Note: Age Tested/ Max Compressive Type Cross Section Average Days Issued Load Strength PSI Of Break Area-Sq In Diameter 7 6/13/2019 146170 5140 28 7/4/2019 188540 6650 28 7/4/2019 183292 6460 All reports are provided as confidential property of the client, This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 28.46 28.37 28.37 6.02 6.01 6.01 WHITAKER LABO$ATORY, INC. by Joseph M. Whitaker &AL ARA OI USWIREMESTILM.91MJ)D )4 PB4p 10 WNSEROCIMN, A41 7011:47:17; UIWINO MLA S, POUR Ai LUST 10 RET ON EACH 510E AND ALL A0EA0 10 CE PAVED, SNWAD 0E 5/010/00 0014110000T04100. 100 5011 AND 0001 0001005 SeE OM IIWCE SHOULD BE lSTA@TO NED TO PpEVEM IONO h0 NI MU OHDI1Mr4 WNHIN THE C N biPUC11ON AREA AtlD ro EACIIDAIf iNE SPIN PUN- ! qF S10PY W ATFS ]ANY STOUP HOLES 00 OTHER OFP0505I0M5 SWIM ME CLEA RED Of LOOSE 0ME 0N l AAA PEN NS AND CED SID INCH MICR LI B[ A DM CO PACIEDTO CK DIABSW DENSITY M ACCORDA NCE rim; ASTI1 011457, IN ANT UTILITIES THAT UNDEDUE THE SITE SHOULD, DE RELOCATED AND 1UE TRENCHES PACK PILLED WITH APPROVED SOIL. THE BACK EILL SHOULD RE PLACED IN S4 INCH THICK LIFTS AND CMVACTE0 TO 050 0045TH IN ACCORDANCE WITH 0014-0-1&8 7 N. THE SIN WADE SHOWS RE PROOF MOULD WITH A LOADED DUNP EIDER 10 LOCATE UNSTABLE OR 9OFT AREAS THESE AREAS SHOULD THEN BE INVESTIGATED 10 O*PR MINF 110 CAUSE OF THE INSTABILITY. ir DIE 10 UNSUITABLE SOILS. SUCH AS MKT ORGAN. 50115 DA SOFT DAM THE AREA 5NO 11D BE UNDERCUT TO PIRA 501L AND REPLA CE WITH APPROVED TILL COMPACTED IN SIR INCH HACK M 0 10 A MINIM UM DENSITY OF 150 IN ACCORDANCE WE M ASIA -D-1563, U THE TADILITT 440 DUE TO DOLES AOISNRF IN CHICANIN G SUITABLE 30 16 TH E AREA SHOULD DE DRAINED ADO COM PACTED TO 05N DEWITT. D ANT FILL REQUIRED 10 LEVEL 011 RAISE THE SEE 5NOULD TINA DX PLACED 1.1 0 TO 10 INCH THICK L0000 LIFTS AND 000,00,00 TO 050 DENSITY 1N ACCORDANCE W ITH ASHY 0-1550, u INMUY1011 04,1, EINtl"1115 RLLC0110 0E AEL 0 51REE1MIW,@U E2:4 17.ICIA0ALUYP0T Au0 DON OR a ALL FOGIING ESCAVA10N0 SHOULD RC CHECKED RATH A NAND FENEIROHEIER TO VERIFY THE SOIL BEARING ARCS THAT ARE Daa 1NINEU TO OF DEFICIENT SMDIO BE ONDF5005 TO 111* SOIL AND RACK {H IED W ITH CLEAN SAID , CSLISNEO STONE M FLOWADU FOY PTHE To oTIND E0CAYAi0NS A ND ALL OF THE PREPARED SUR SUB GRADE SHOWN DE WINTAINED IN • 1111v ADO COMPACTED 10(0110. OHM. THE CONCRETE 4 PLA CED,A5EA5 THAT ARE SOFTENED 10 W ATER OR NY CDNSTROCTIVN ACTN IT SHOULD BE RE WORKED AND RLCOAAPCTED TO THE REQUIRED DENSDV A ND READING STRUCTURAL FOU NDATION S CHEDULE REOA 151 ' 1.44'0' T +0# P14 ' WINAatGla®M N ataraf 4+ .0' 4444' T1 T ( A4 B Ti AYWT A4¢I0&0O' .0 i;D .SOS' I 7 ', .4 ' y .Le Rd �0@ RDEA LMAY S'aP'D P>a1T_+ ND. 14 #'.07 S•C" *- J' raIYN NkRi ER7TT.5 3A. 14 (6 IP4' :. b YIN' nii ,w 6.. nit) 6A raketf'fWPO.'ffi.1i9.a P0. P6 T4` 444.0 414 fi9E RA TIVOI .BO 0A D1S5T. rg7l04 hot OSDMeICD 44)001 S.N Of ROLL R6 44»0` [BGr1R15A A m, cra .a6a1T,A PP 10 '4 P '6' Y ' Mad L oma MAY071M 4D1TP. {tdWT T, •:All Nq M<1ED D A 6671 1 1RD0 4g N OT ME DAITRED PII 70+9' 64 ' 2 .G' 14 ' I ro,ertAM40 ,00,00,4 pro7, . RI& NY ONO)C41'AY4a43A•F &7Y:.. t4QD✓.: h at REESURRRI> 1'B .. 78 4" 1T 9'+C 74 ' )4*444'a &.EAi3 ATo*4DS OTT. IR, 4E:0d . .. .47.g5E)Ep 319 101021%. FT.4• $-C' . 444 .4 4 EA VNIY ove,p .a0GC0)44y'cp1 . IL�— 4OT REOW11tb 000 00 ' 1 3`'9' O'.IS' fv.11 A, j ER II04,101A 69T1 614 64 ' 74' E..O°: \4H.11 ',H ro^ 44004DND NMT.:1GL00 son. C=BRA7W. "t.Ip4MIRYw1D.A; sem,> aR' 0 N4f WE 31NRECO STRUCTURAL C OLUMN S CNEDULP.DRAWWGS Mark SOp Ira UAANLDSY 7'P TSM 4. 4 YOW'iRidl LOf gfi verm eil ESIMoe rUSPE no .... R er rDRAs Ct . 1R1P TR'PRLZW PAmw4r.NS ,a4 0 atme 0'd ' 0,,,, MXt DYAD' 63!12' %.a 4 Nan S 'Wo-SR _ +1'.E l.6 eTSWP ti B^ 'CBE r AERV.I RNE t4 B74T I Ri7 T e h.' a .A"A Yd ' IE 'N 'W" TL0 WHITAKER LA.BORA TOR Y INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Column Footings - see the attached field sketch for the approximate sample Location: locations ❑ Building ❑ Floor ❑ Slab ❑ Pavement ❑ Wall ❑ Sidewalk Report Number: 2071 Report Date: June 26, 2019 City -County: Tybee Island/Chatham Job No.: ® Footing ❑ Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 6/18/2019 Set No: 1 of 1 Sampled By: David Wood Time Sampled: 9:00 AM Placing Method: Direct Chute No. Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor ❑ Grout ❑ Prism ❑ Flexural ❑ Beams Lab Technician: Date Received: 6/20/2019 ❑ Mortar 0 Cylinders ❑ Cubes MIX DATA Specified Strength: 4000 Mix Designation: 409-1 Gallons of Water Added: Time Batched: 8:16 AM Plant: Thomas Concrete Truck No.: 1888 Ticket No.: 236505 Load Size: 9 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 78 °F Slump, Inches: 5.0 Air Content, %: 1.2 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 92 °F Allowable Slump, Inches: Allowable Air Content, %: Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Number Made Received Days Issued 2071 6/18/2019 6/20/2019 7 6/25/2019 2071 6/18/2019 6/20/2019 28 7/16/2019 2071 6/18/2019 6/20/2019 28 7/16/2019 Note: Max Load 107646 All reports are provided as confidential property of the client This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 Compressive Type Cross Section Average Strength PSI Of Break Area-Sq In Diameter 3780 1 28.46 6.02 WHITAKER LABOATORY, INC. by Joseph M. Whitaker 8'1111 1410 VI XI SIILMPARA MICA EOLUILmi irtialLrIAL2in I. PRIOR TO CONSTRUCTION, ALL 00447,110 AREAS, PM AT LEAST ID 1E11 ON EACH SIDE ANO 411 AREAS 10 BE RAMS, SRDUID ES STRIPPED Or AL VECRIAIPON, TO P SOIL MO ROOF MOMS, D. RO C ORINAR SNNULO OE CSTA016 1110 10 PROVO PONDINO MATER C0M1M6 AMAIN INF CONARWCTION AREA UM TO PMIITATA OM RAPID RWNWrr Or STORY M ATES, ANY RUMP PO LES CI O THER 0(01020. 0 0X0045. 09 CEARED CR 10401 Sp.1MY, 0W Re xn AND 1NOUID TARN 0E new FURS 13410 440700+00 109. IMO MC0 011 3.13O0 E0 71/38E0 M 4+1 WM 0413 V9& INS tA LPMT07 TO TON *01404 w 100447)2070 370. 291V -0 -TUT. ANT U11 11M 9 TUT WIDOW/ TM BRE SAMA R 10 REIOCATOD AND ♦111 TRENCHES PER PILLED NON APPROVES SOIL THE OACR FILL 91151/11 0E PLACED IN 00 NCH MICR *119 AND WYPRCIRD 10 099 DLNMR M ACCORDANCE MITES 4770-0-1097. INC 9UB EWE SHOULD R AWN MAD M RN A 100000 SUMP TRUCK TO LOCATE UNSTABLE CA UHT AIWA, 1100E MVO WOULD UNLR 1010000000000 10 00111110111 1HE CAU91 Or 144E AY14A04PP R We TD 1O0u04 Af 'IEAA. 044110 AE NONL9 0100. 0 ROA D 93 WC 01100, 0k tavil 1001 0 00 02010017 9 fAOC SILL 330 'OWE 1101 0 0141147 R0k 00M4RE7E0 M 00 RCM TRIO 1401* r0 A N'O ORIIT Mtl11i10 0P REIN # M10R rC E w1H 004140. 1040, M IINA 0304132.1 ,g3 ORO C0 RMC113 Rtls00f1 MI 1/110 360 9WMAILI 00d.. 10. 1004 410 164 R . bruin oa f 7CMFMTIO N 293 1f000t R. ANY M. 000UIR00 10 WOPEL OR USE THE SOY BNMILO TK A OE PLACED R 10 00 10 INCH SOAR 10001 U89 AND COYPAC110 10 193 DENOTE IN ACCORDANCE 0 011 A1N_0-1007. P. 1/A ?1 1110 ERA M91 0* ALMP400 RA MO COMM R 4 RAW FREE I>AU. , SAND V ON M 11IML0 Of 19S PINES, INA1 RAE, MA RA R rim of 0B7(CPRTRrw4 0]007. CLAY 100.09 .141 OE.RIR . 0, ALL FMEIY10 MOUT ONS SHOULD 01 MOM N ON A NAND PENETROMETER 10 ROAM TM SON. NEARINGAPE. INT MC UrRR TI RNR ED 10 EMOHO NI SHOULD or Mow, l0 PION SMl AND eACRT,RAH CLEAN 90.0, CNSMO SI M OP KONA. 1111 C. O tom,.6RA1NMR t* MRL'0r 141010.744101 $100 001 3 194 000446 woman Mu. . IA OR 11" O4NATRDCAI0N *wo rtOM/WL0 40*MAO R APO * RR110E PAC 10.0013 01 KNO TT AM 10000 0. PuaSiCO TO yu pp wALwwr 1rNALLEI YnItlE61 RETL TTP. U NO. roumanoN �.UY A: Ulm 1A' STRUCTURAL FOUN04T10N 9GHEDULE 0001) Length Wd0, Thicknes s 9111,0 A MAIN41 ftmn61_Iks FI Y -g" 7$' 2' -0' (1 40 GROOM ' 77440 . r1+ AZ sd ' td' . -0 ' 4140' CEl0A +A MM71EOi^O oan, 470 S-0" 1 MC 9.0' 1 '.A7C f4 MI EA WAY OW* car -N i+P S-0' T-0' 410' P.O. 41441 (M) D)EA .YAAY <T0P4DOTEs AS 109 Tt,te r-91 T.P 1®17E0.dr'AY+T QRR7D,11T> HOOKS NOT REQUIRED H' -0' 9'W I' .0. 7.0 ' OAST&(i n* RM'QW S 00111 . HOOKS NOT RE9U1RE 0 F7 I 1a 7.0 F•1i' 7-0' (00. E)LQHCEWAT <1T k*&RTrt > (1 817SH ORT WAY ATOP 1 EQTT ,>. `NQ0EL0+007441 INRN$: FS 14Lir 9-0 ' 2' +0' pyT 9'4, '41 WO* Wh <Tldp 6BSTP • CMS',flHpRM WAYOpt.d gam,. }IQQKS NQT REOUIFE O,. F9 136 ' PT2 0.0' wa6 $ r0 C,E AWAN'.3TE9N16DETP HOOKS NREO OTUIRED. F10 F11 797/2 14. fr.. .' 1-0' 1'-10 r� LE40 .tS* ,- o& ,OF a1RYR1.24.R DORT, 5100K6 Nov REQUIRED, tl2 LPAP- 3 .0' S.0' 1'.4" . 0,11 ' 0101 ' N 14CEA,wW<4R7n ,&6QTM, P (3) N4 LONQ WAY .TOP 4110 TF.> (4)04 SHORT WA Y STOP&BOTTA H OOKS NOTREQUIREQ, 0 0X1K51RQ1440 0U RE0 TAPlsvel STRUGTUR*LCOLU MN 100HEDUE E-DRA4 NNGS 1x00 0, i P A74 " Vodk00 LOM7 RIHM!01..a ®'.41!11 ' 1707 C3 Tr 90w0M AUa1E.wp EW n0IIp) a OH± Ro na =RI 0I'4 ' 77,0 ' 1T*Ur 71 Pr 0IAL AFI,T1A1ttr,A -Ju n, WHITAKER LABORATORY, INC. P.O. Sox 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Column Footings - see the attached field sketch for the approximate sample Location: locations ❑ Building ❑ Floor ❑ Slab ❑ Pavement ❑ Wall ❑ Sidewalk Report Number: 2071 Report Date: July 16, 2019 City -County: Tybee Island/Chatham Job No.: Footing E Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 6/18/2019 Set No: 1 of 1 Sampled By: David Wood Time Sampled: 9:00 AM Placing Method: Direct Chute No. Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor ❑ Grout ❑ Prism ❑ Flexural ❑ Beams Lab Technician: Date Received: 6/20/2019 ❑ Mortar ® Cylinders ❑ Cubes MIX DATA Specified Strength: 4000 Mix Designation: 409-1 Gallons of Water Added: Time Batched: 8:16 AM Plant: Thomas Concrete Truck No.: 1888 Ticket No.: 236505 Load Size: 9 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 78 °F Slump, Inches: 5.0 Air Content, %: 1.2 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 92 °F Allowable Slump, Inches: Allowable Air Content, %: Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Max Compressive Type Cross Section Average Number Made Received Days Issued Load Strength PSI Of Break Area-Sq In Diameter 2071 6/18/2019 6/20/2019 7 6/25/2019 107646 3780 1 28.46 6.02 2071 6/18/2019 6/20/2019 28 7/16/2019 155895 5500 1 28.37 6.01 2071 6/18/2019 6/20/2019 28 7/16/2019 154860 5460 1 28.37 6.01 Note: All reports are provided as confidential property of the client This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 WHITAKER LABORATORY, INC. by Joseph M. Whitaker aric.R*Z*5*N,EUU*0*,, 01YA7YlX$,10 S010alYC 1 PPIOO ID C5051000TNWl ALL NIIAIIN MDR, PLUS AT LG0T 00 r*111 000 MCH 0150 AHB A1; AIDS 1D SE PATER, S)1OUte 0E STON PEO OF ALL v00RA10U 101* 5OIL AN0 1001 SYSTEMS. 2 SOL D1.11Mn SHOULD RE (SF 0115000 TD PRLYr PON0IN5 x0110 CCN Hx ♦x* c xsmwnm w RLA 0x0 rD r U Alf TII[ OAPI ux-arr Br 0150 rz NT STUMP HOLES 0/1 *Mx DCIR0SD.0N0 SNDAHO RE EWE* Mt LOW 1000* 40 0 0LN 02 O M .D. TIMD DE ROSY /110!51000 7+155` 10 TRT. DC 108 * 07150004115 IC .VCOL IM 00 DEL NOM WE ALL 0S0ACTEA 00 VW KAD NY AR 0CW WAEE DAM 1111484INIFIT. Y UTILITIES THAT UNOMLU IN E SOE SIAN . SE ElLOCATIO¢ D THE TRENCHES RAC[ P01E0 NN LL 0 5 HE 5RC0 ( W [ [ INCH MICK LOTS AMR DONPACTED TO 055 DEN5TY IN ACCODANCE OON 05108.5-1557.. S. THE SUB CIAO( 005010 BE PROOF ROLLED WTI A 500050 DUMP MUCK 00 LOCATE 55550005E CIA STIR AREAS, 70001 ARDS SHOULD 1X1)1 BE M UCSTIGATED TO 0[TEBMIME THE CAUSE OF THE INSTA0ILRf. D DUE 70 *00500LE SOILS, SUCH AS HISNLY ONWNIC SONS OR SOFT CULTS, 100 AREA SHWIO 01 UNDERCUT TO 51011 SOIL AND REPLACE DIM APPROVED FILL eDMPAC0D IH 010 INCH DUK E H [TS 70 A WNIIMUN DEPRIVE Or 008 IN ACCORDANCE WITH ASTN-0-155), I( THE DISTAH LITT IS DUE TO DICERS MISTIME IN CTNERWISC SURABLL 5011, THE MLA SH OULD DE OPA INED AND CMMPAGTEO TO O5R DEMO, AMY FILL REQU IRED TO LEVEL D0 RAISE THE SITE SHOULD THEN BE PLACED IN O TO ID INCH MIME LOOSE LIM AND COMPACTED TO 555 OCIM10 ' M ACCORDANCE mill ALTOS -0-15 50. Y ALL OF INE FILL FOR THIS PROJECT SHOULD CONSIST DE A CLEAN. FREE CANMINO RAND 51141 A MINM U3 OF 1!W END. Mrs ROLL SHOULD Of FAIL or GOJE010NA01E RO OTS. CLAY *13P. AMC DEBRIS B ALL FOOTING EOCAYAIMINS 515010 0C 0001210 WITH A LUNG PENEIROMETEC TO NE0111' 141E SOIL 050 0105. AREAS THAT A00 DETERMINED l0 BE DEFICIENT SHOULD SE UNDERCUT 10 PU NT SON AND BACK FILLED WITH cluN SAND, CRUSHED MAC OR RON A. FILL SNS TO5TT0G 1101,01** A PM ALL er H 1f *woo }000 500 CCM FAME U[ X 010001 000 S Yf4 OW AN D L01RNE0(N 0 .111111371DNO 1 MB000030[0 aM WC'f0. ADDS 111x1 ARE RAMT 111E REQUIRED KM. 40 0 1 mM JREMH' JD 0E tlfIM0E0300 r9WJ 40 71 0 7 0 20 w,rarrzs a,+ ST RU CTURAL FOUNDATION SCHEDULE SRxM .• AsJSxwu DAr ad •- Ysax R .kR 7M1111 7 -87 1110.1* aIP' LA 1r 7 ® T.IL 4 J ^' q .. 47 M o 1104. .00 0 000 Fi STRUCTURAL COLU MN SCHEDULE-ORAM0N G5 .R Mark G Q NM 4,881.1 TN? RILL RBDCN NAI Lenpm V8 MN a1 Rei v71 TRH. rjRDeIRE. CA;. 0080UFO S SLRAS . .. 811 ' A'- D` .01(T 4000 [0$1% EMU - r'7r Rs 00 o*1e 40LMA`t ..,sit ' f1p*7 la g1" } ,,,10,0 50000 ANv[ Oy O t DAeJ •1tR• .155' lY-p (pT i, V D Cw 16V D y Wm . RD5RE. •sa IL .._ F n slfi 1 10Y Iiim um, 500X8U0 vA1 ,I' ,T3W' 71,0 RECUT WHITAK.LR LABORATORY INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakeriab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Footings - see the attached field sketch for the approximat sample locations Location: ❑ Building ❑ Floor ❑ Slab ❑ Pavement ❑ Wall ❑ Sidewalk Report Number: 2144 Report Date: July 09, 2019 City -County: Tybee Island/Chatham Job No.: ® Footing ❑ Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 6/28/2019 Set No: 1 of 1 Sampled By: David Wood Time Sampled: 1:05 PM Placing Method: Direct Chute No. Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor ❑ Grout ❑ Prism ❑ Flexural ❑ Beams Lab Technician: Date Received: 7/1/2019 DMortar ® Cylinders ❑ Cubes MIX DATA Specified Strength: 4000 Mix Designation: 409-1 Gallons of Water Added: Time Batched: 12:06 PM Plant: Thomas Concrete Truck No.: 626 Ticket No.: 239671 Load Size: 9 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 90 °F Slump, Inches: 5.0 Air Content, %: PROPERTIES OF FRESH CONCRETE Concrete Temperature: 86 °F Allowable Slump, Inches: Allowable Air Content, %: 1.5 Allowable Temperature: Unit Weight, PCF: Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Number Made Received 2144 6/28/2019 7/1/2019 2144 6/28/2019 7/1/2019 2144 6/28/2019 7/1/2019 Note: Age Tested/ Days Issued Max Load 7 7/5/2019 105645 28 7/26/2019 28 7/26/2019 All reports are provided as confidential property of the client. This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested Page: 1 of 1 Compressive Type Cross Section Average Strength PSI Of Break Area-Sq In Diameter 3720 28.37 6.01 WHITAKER LAR(iRATORY, INC. by Joseph M. Whitaker K u u u SLiL,211E.'A19012)0.1EQj1113EYtY x. LS 1 nY 05* 75 000111111/00 014. All 01110110 ORAL, 111)5 AT LOST 10 710 w *4111 1111E 11,0 A* MILO 10 01 75Mn. !X0010 0[ 000000 OF A* 1n1T171Eh ITN 0011 A*0 0001 Tarn*. !0[ 07111E[ :".°111. 7%,7117:14 0WLO 7* LA55 SIR0 ro 0085¢1 7510010 110RR C000I15x8 0000 114E *56115[105 7554 *110 ro//4170510 110 11710 110-077 01 5700* Rsa00. ] O* OMB/ M 10110/1pfi x00* -0015 50165 BOOM w WARM 0110011 54 157* No SEMI A175 '7710 *10 5* 1160 7'047110 65x **046X* *2A, IM PALO 11*. 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P 4A R91TL4MFWA.'1mop s sari,. 040 1011 001, N14 Y0401** MITI> 5100* 9 Fatirm5Y7ME0 0.75$x227 7Lf114Ep 1'04 PE 3410' .'70 0 VA T 1477 x'.4 ' .D '. 7`4' ' FA' HS* R1HMI WA v17OR a(001..* .51110i706'{RT vow exo.s, tot. iir0' FPO $5,4Yr za,r 3.6' 0CCF1.41 77.174.L soft, 10'GL[ A_NA Y rtaDVA we t, 179090*47*4OVRED ILDDMg 0�'+11Ewpm) *1*77l 75RRe5MM4p 0O47*0*00*4yy7*0 D PTT r0 -C -X10 7.15' Pr -HO. Eh YM3.1O0 4 I0WTT0 ' 1 114 E4( 1)0 ' 71.5 ' O' .1Ir ' 0h7 01Mao 1Y7�{{ M 0 nw,a DDn„s 49 4 tag em mt/1G7011A111'7. • S TR UCTURAL COLU MN SCOEOULE-0R HN91/GS Ci ' eat Hla 101 D *0 a 50'0 Race LE9 145(1 e Tlry S* p 4!6 106* Weals. Ti{0w * Ta n Lave! 7 0¢1-0711 W A* I 50511604 04AKL*4R A Y4H*10 Tap 06 ]1 4 00 ' *0' .t*EDn' MM0 1 01' 41 7,0 ' 40414' R0:mYs5*5011 IT 1r ' E71 } 0700X6 r[]a¢7 m 515en71nr rnr DAE 117 1x¢77,, 71.0 1 e1I(ER )f RA TORY WHITAKER LABORATORY, INC. P.O. Box 7078 (912) 234-0696 2500 Tremont Road Fax (912) 233-5061 www.whitakerlab.net Savannah. Georgia 31405 Email: info@whitakerlab.net Compression Test Report Client: City of Tybee Island Project: Lower Portion of Tybee Island Marine Science Center Sample Rainwater Storage Tank Walls Location: ❑ Building ❑ Floor ❑ Pavement ® Wall ❑ Slab ❑ Sidewalk Report Number: 2197 Report Date: July 15, 2019 City -County: Tybee Island/Chatham Job No,: ❑ Footing ❑ Curb and Gutter ❑ Other SAMPLING DATA Date Sampled: 7/8/2019 Set No: 1 of 1 Sampled By: David Wood Time Sampled: 8:15 AM Placing Method: Pump No. Specimens Made: 4 Specimen Type: ® Concrete ❑ Contractor ❑ Grout ❑ Prism ❑ Flexural ❑ Beams Lab Technician: Date Received: 7/10/2019 ❑ Mortar ® Cylinders Cubes MIX DATA Specified Strength: 5000 Mix Designation: 509P7-1 Gallons of Water Added: Time Batched: 7:12 AM Plant: Thomas Concrete Truck No.: 1703 Ticket No.: 241175 Load Size: 6.5 yds ® Test met project specifications ❑ Test did not meet project specifications Air Temperature: 78 °F Slump, Inches: 9.0 Air Content, %: 4.0 PROPERTIES OF FRESH CONCRETE Concrete Temperature: 91 °F Allowable Temperature: 95 °F Allowable Slump, Inches: 8.0 Unit Weight, PCF: Allowable Air Content, %: 6.0 Revolutions of Drum: Test Methods: ASTM-C-31, ASTM-C-39, ASTM-C-138, ASTM-C-143, ASTM-C-172, ASTM-C-231, ASTM-C-617, ASTM-C-1231 ASTM-C-1064 Lab Date Date Age Tested/ Max Compressive Type Cross Section Average Number Made Received Days Issued Load Strength PSI Of Break Area-Sq In Diameter 2197 7/8/2019 7/10/2019 7 7/15/2019 139984 4920 I 28.46 6.02 2197 7/8/2019 7/10/2019 28 8/5/2019 2197 7/8/2019 7/10/2019 28 8/5/2019 Note: All reports are provided as confidential property of the client This report may not be reproduced, except in full, without the written consent of Whitaker Laboratory, Inc This report only applies to the strength of the tested specimens and not to the in -situ strength of the area described in this report Results in this report pertain only to the actual material tested. Page: 1 of 1 WHITAKER LABORATORY, INC. by Joseph M. Whitaker City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 Permit No. Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Inspection Inspection Inspection Inspection Date Requested Date Needed Subcontractor Date of Inspection PassEj Fail Fee Pass Fail ❑ Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee • ezzla INTERNATIONAL CODE COUNCIL MEMBER Permit No. City of Tybee Island • Community Development Dept. Inspection Report 403 Butler Ave. • P.O. Box 2749 • Tybee Island, GA 31328 Phone 912.472-5032 • Fax 912.786.9539 Owner's Name Gen. Contractor Contact Information Project Address Scope of Work Inspector Inspection Pass Date Requested Date Needed INTERNATIONAL CODE COUNCIL MEMBER Subcontractor Date of Inspection Fail Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail Fee U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program OMB No. 1660-0008 Expiration Date: November 30, 2022 ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name City of Tybee Island Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 37 Meddin Drive Company NAIC Number City State ZIP Code City of Tybee Island Georgia 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Lot 23467,Recomb. Plat of Lot 4,BLK 9,Lot 2357,BLKS 8&9&A Portion of unopened Wrenwood Ave,Fort Screven Ward(PB 51,P 677) A4. Building Use (e.g., A5. Latitude/Longitude: A6. Attach at least A7. Building Diagram A8. For a budding a) Square footage b) Number of c) Total net area d) Engineered A9. For a building with a) Square footage b) Number of permanent c) Total net area d) Engineered Residential, Non -Residential, Addition, Accessory, Lat. 32.02261 Long. -80.84375 etc.) Non -Residential Horizontal Datum: insurance. above grade ❑ NAD 1927 adjacent grade N/A © NAD 1983 N/A 2 photographs Number with a crawlspace of crawlspace permanent flood of flood openings flood openings? an attached of attached flood of flood openings flood openings? of the building if the 6 Certificate is being used to obtain flood 112.00 sq ft or enclosure(s): or enclosure(s) openings in the crawlspace in A8.b or enclosure(s) N/A sq in within 1.0 foot 1.0 foot above adjacent in N/A sq ft ❑ Yes x No garage: garage openings in the attached garage within in A9.b N/A sq ❑ Yes 0 No SECTION 6 — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION E31. NFIP Community Name & Community Number City of Tybee Island & 135164 82. County Name Chatham B3. State Georgia B4. Map/Panel Number 1305100213 &214 85. Suffix G 86. FIRM Index Date 08-16-2018 B7. FIRM Panel Effective/ Revised Date 08-16-2018 B8. Flood Zone(s) AE B9. Base Flood E evation(s) (Zone AO, use Base Flood Depth) 11.0' 810. Indicate the source ❑ FIS Profile B11. Indicate elevation 812. Is the building Designation Date: of the Base Flood Elevation U FIRM ❑ Community Determined datum used for BFE in Item 89: located in a Coastal Barrier Resources ❑ (BFE) data or base flood ❑ Other/Source: ❑ NGVD 1929 System (CBRS) CBRS ❑ OPA depth entered in Item B9: 0 NAVD 1988 area or Otherwise ■ Other/Source: Protected Area (OPA)? ❑ Yes 0 No I (� FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 37 Meddin Drive City City of Tybee Island FOR INSURANCE COMPANY USE Policy Number: State Georgia ZIP Code 31328 Company NAIC Number SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: D Construction Drawings* ❑ Building Under Construction* 0 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations —Zones A1 —A30, AE, AH, A (with BFE), VE, V1 —V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: *Local Vertical Datum: NAVD 88 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 0 NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawispace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support Check the measurement used. 7.0 j feet ❑ meters 19.3 0 feet ❑ meters N/A ❑ feet ❑ meters N/A ❑ feet ❑ meters 11.3 0 feet ❑ meters 8.3 Q feet ❑ meters 9.0 0 feet ❑ meters 8.5 0 feet ❑ meters SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? El Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number Joseph Akard Hale, Jr. GA RLS No. 2886 Title Registered Land Surveyor Company Name Kern & Company, LLC Address 7 Mall Court City Savannah State Georgia ZIP Code 31406 0. kie.*Z Date 04-09-2020 Telephone Ext. (912) 354-8400 407 Copy ll pages of this Elevation Certificatmall attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) SECTION A5: Method of determination by use of GPS receiver. SECTION A7: Wooden slats and metal mesh installed between foundation pilings. SECTION A8(a): Enclosure square footage is for the elevator shaft and elevator equipment room. SECTION B8: The building is in an area designated with Limit of Moderate Wave Action (LiMWA). SECTION C2: The Bench Mark used for this certificate established using "EGPS" GPS Base Station Network. SECTION C2(a): The elevation 7.0' is for the elevator pit. The elevation of the top of brick pavers of the lower level is 8.9'/9.0'. SECTION C2(b): The elevation 19.3' is for the top of the Post Tension Concrete Slab. The elevation for the top of the Pedestal Floor is 19.9'. SECTION C2(e): The elevation is for the top of the platform for the elevator pump unit and controller. The elevation for top of platforms for the condensing units is 13.0', and top of platform for the standby generator is 11,9'. FEMA Form 086-0-33 (12119) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 37 Meddin Drive City City of Tybee Island State Georgia ZIP Code 31328 FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 —E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1 —E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address Signature City State ZIP Code L•omments Date Telephone ❑ Check here if attachments. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 37 Meddin Drive City City of Tybee Island State Georgia ZIP Code 31328 SECTION G — COMMUNITY INFORMATION (OPTIONAL) FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 —G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorised by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4 —G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: G9. BFE or (in Zone AO) depth of flooding at the building site: G10. Community's design flood elevation: ❑ feet ❑ meters ❑ feet ❑ meters ❑ feet ❑ meters Datum Datum Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS ELEVATION CERTIFICATE See Instructions for Item A6. OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 37 Meddin Drive City City of Tybee Island FOR INSURANCE COMPANY USE Policy Number: State ZIP Code Georgia 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Photo One Caption Photo One Front & Left Side/Enclosure View (04-09-2020) Clear Photo One Photo Two Caption Photo Two FEMA Form 086-0-33 (12/19) Rear View (04-09-2020) Clear Photo Two Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS ELEVATION CERTIFICATE Continuation Page OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 37 Meddin Drive City City of Tybee Island State Georgia ZIP Code 31328 FOR INSURANCE COMPANY USE Policy Number: Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with. date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. Photo Three Caption Right Side & Rear View (04-09-2020. Clear Photo Three Photo Four Caption FEMA Form 086-0-33 (12/19) Pedestal Floor installed on top of Post Tension Concrete Slab (04-09-2020) Replaces all previous editions. Clear Photo Four Form Page 6 of 6 DATE ISSUED: 01-8-2019 WORK DESCRIPTION CITY OF TYBEE ISLAND BUILDING PERMIT NEW BUILDING WORK LOCATION 37 MEDDIN DRIVE OWNER NAME MARINE SCIENCE CENTER -NEW ADDRESS 37 MEDDIN DRIVE CITY, ST, ZIP TYBEE ISLAND GA 31328 PHONE NUMBER CONTRACTOR NAME WEST CONSTRUCTION CO. ADDRESS P.O. BOX 61388 CITY STATE ZIP SAVANNAH, GA. 31420 FLOOD ZONE BUILDING VALUATION SQUARE FOOTAGE OCCUPANCY TYPE P TOTAL FEES CHARGED ($14,178.00) FEE WAIVED PROPERTY IDENTIFICATION # 4-0001-13-008 PROJECT VALUATION $500,000.00 PERMIT #: 190019 TOTAL BALANCE DUE: $ 0.00 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit win be voided unless work has begun within six months of the date of issuance. Signature of Building Inspector or Authorized Agent: P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 786-4573 - FAX (912) 786-9539 www.cityoftybee.org City of Tybee Island, Georgia 912-472-5030 • Fax 912-786-9539 i1/44-194911,1 - APPLICATION FOR BUILDING PERMIT 11 -em .102494o, Property Address: loT O ?&off frri GjGt2+11, PIN: D4 - t - 49s Name Mailing Address Telephone Owner '-" "'r'Yr levt siv, IZIaUJ t?p. IPj4< 12141t 4-krn lox.�a1..r17, Z - A7 I'2,, Home: Cell: Architect or ( Engineer kr.124.t if Cam., Li. -6 'p 0_ P2 C t 1'i 1 X*W7 .r,A1A '4yh41 ( c'aA. 141 Co Office: 0912) 3 Contractor WVIr 614?1ZV411 4-147, pa rxx col ' .68, GJAV,L1.11..4 t/_G'14.,'1.420 Office: (c 12 712- Cell: 91'2 . 4. I -(6?j ❑ Single Family ❑ Duplex ❑ Multi -Family units * Commercial �t t,;}1 Check all that apply ❑ Discovery/Tearout ❑ Footprint Changes ❑ additional square feet heated/cooled ❑ Demolition or Reloc ❑ Other tion D 5 A commercial project requires 2 sets of sealed drawings by a design professional and construction by a contractor with the appropriate State of Georgia professional license. A commercial project may require Site Plan Approval. Details of Project: ,t0i,w1..41E, h QF L®r-IarfeiAcrftoo t2;lem Ui, i, n2, (- *WV': HAA. µf. :Orin/' Atzeg10601'ri12_ 5'Cr?.1�1e-iu rtd114P711461 / M GI -1 F.1rC.AL (.te-Ctzi L ro N lee ; ro1;l Pr2YroLl5L14 P•&.-ramt1:1113 Estimated Cost of Construction: $ 011 ' 4,419ao • (materials + labor + profit/overhead) _3J cJis. If applicable, attach a copy of the certified elevation certificate and/or survey of the property. Depending upon the scope of the work, two sets of construction drawings and/or a site plan may be required. Year Built: OA Listed on National Historic Register or located within a National Historic District? Y / N • Buildings older than 50 years may be eligible to be listed on the State / National Register. With this designation, you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. • Also see the Tybee Island Land Development Code Article 14: Historic Preservation During construction: On site restroom facilities will be provided through 612.1,1 16'✓ 4..L1tr2P1Z.1'A . Construction debris will be disposed by A4LAI—F1ic W/ .' by means of C.r ti01`f` t ,upe- 6g. understand that I must comply with zoning, flood damage control, building. fire, shore protection and wetland ordinances, FEMA regulations and all applicable codes and regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Management. I accept responsibility for any corrective actions that may be necessary to restore drainage impaired by this perry4t ed construction. Date: 01 I afrW I Signature Printed Name of Applicant: Note: A permit normally takes 7 to 10 historic structure may be longer. Approvals: Planning & Zoning Manager Building Official Water/Sewer Storm/Drainage City Manager 'Th.or,..i/SS f .l , i L& V..tzl_l 4 Ci . 'LLB. days to process. Processing time for a Date FEES Permit Inspections Cap. Cost Rec. water I ap Sewer Stub Eng. Fees Aid to Const. TOTAL Details of Project: 3711 c lR ir`. lq-ootcl City of Tybee Island, Georgia 912-472-5030 Fax 912-786-9539 APPLICATION FOR BUILDING PERMIT Property Address: Lot 2367 Fort Screven Ward Tybee Island, GA 31328 PIN: 4-0001-13-008 Name Mailing Address Telephone Owner City of Tybee Island, Georgia PO Box 2749 Tybee Island, GA 31328 Home: CeII: Architect or Engineer Kern & Co., LLC Thomas D. Olson, AIA PO Box 15179 Savannah, GA 31416 Office: (912) 354-8400 CeII: (912) 547-8505 Contractor West Construction Co. PO Box 61388 Savannah, GA 31420 ` Qffi e: 912-712-4484 Ce : 912-547-6376 ❑ Single Family ❑ Duplex ❑ Mufti -Family units • * Commercial unit(s) Check all that apply ❑ Discovery/Tearout ❑ Footprint Changes ❑ additional square feet heated/cooled ❑ Demolition or Relocation ❑ Oth 3621.12 seic+ * A commercial project requires 2 sets of sealed drawings by a design professional and construction by a contractor with the appropriate State of Georgia profession! license. A commercial project may require Site Plan Approval. Foundation only for a new -construction 5K SF pedestal slab struct re with related concrete and civil construction. Lc we 1---c V e - Estimated Cost of Construction: $ 500,000 (materials + labor + profit/overhead) If applicable, attach a copy of the certified elevation certificate and/or survey of the property. the scope of the work, two sets of construction drawings and/or a site plan may be required. GC LC Depending upon 14144 177 W Year Built: N/A Listed on National Historic Register or located within a National Historic District? Y / N • Buildings older than 50 years may be eligible to be listed on the State /National Register. With this designation, you may be eligible to take advantage of various tax incentive programs while preserving the heritage of Tybee Island. • Also see the Tybee Island Land Development Code Article 14: Historic Preservation During construction: 0n -site restroom facilities will be provided through Ernie's Enterprises Construction debris will be disposed by Atlantic Waste by means of Roll -off dumpster , 1 understand that I must comply with zoning, flood damage control, building, fire, shore protection and wetland ordinances FEMA regulations and all applicable codes and regulations. I realize that I must ensure the adequacy of drainage of this property so that surrounding property is in no way adversely affected as required by Article 16, Stormwater Mana• ent. I accept responsibility for any corrective actions that may be necessary to restore drainage im,+aired by this per Date: 10/31/2018 Signatu Printed Name of Applicant: Thomas D. Olson. AIA Kern & Co., LLC Note: A permit normally takes 7 to 10 days to process. Processing time for a historic structure may be longer. Approvals: Planning & Zoning Manager Building Official Water/Sewer Storm/Drainage City Manager re Date /0t-10- 01g Permit Inspections Cap. Cost Rec. Water Tap Sewer Stub Eng. Fees Aid to Const. 5 -Yap . O� FEES /0°• °C) 3 qa, co co. OO .©b. 6,70.00 ,J.O.oa TOTAL /16 l 17 g, STATEMENT OF SPECIAL INSPECTIONS PROJECT: Tybee Island Marine Science Center (Lower Portion Only) LOCATION: Tybee Island, Georgia PERMIT APPLICANT: Kern & Co. APPLICANT'S ADDRESS: 7 Mall Ct. Savannah, GA 31406 ARCHITECT OF RECORD: Thomas D. Olson, AIA STRUCTURAL ENGINEER OF RECORD: John S. Kern, PE MECHANICAL ENGINEER OF RECORD: John S. Kern, PE ELECTRICAL ENGINEER OF RECORD: John S. Kern, PE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE: John S. Kern, PE This Statement of Special Inspections is submitted in accordance with Section 1704.3 of the 2012 International Building Code. It includes a Schedule of Special Inspection Services applicable to the above -referenced Project as well as the identity of the individuals, agencies, or firms intended to be retained for conducting these inspections. If applicable, it includes Requirements for Seismic Resistance and/or Requirements for Wind Resistance. Are Requirements for Seismic Resistance included in the Statement of Special Inspections? Are Requirements for Wind Resistance included in the Statement of Special Inspections? Yes ® Yes ❑ No ❑ No The Special Inspector(s) shall keep records of all inspections and shall furnish interim inspection reports to the Building Official and to the Registered Design Professional in Responsible Charge at a frequency agreed upon by the Design Professional and the Building Official prior to the start of work. Discrepancies shall be brought to the immediate attention of the Contractor for correction. If the discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official and the Registered Design Professional in Responsible Charge prior to completion of that phase of work. A Final Report of Special Inspections documenting required special inspections and corrections of any discrepancies noted in the inspections shall be submitted to the Building Official and the Registered Design Professional in Responsible Charge at the conclusion of the project. Frequency of interim report submittals to the Registered Design Professional in Responsible Charge: _Weekly Bi-Weekly XMonthly Other; specify: The Special Inspection program does not relieve the Contractor of the responsibility to comply with the Contract Documents. Jobsite safety and means and methods of construction are solely the responsibility of the Contractor. Statement of Special Inspections Prepared by: John S. Kern, PE int a B ding Official's Acceptance: 03/19/2019 Date Signature Permit Number: Date Frequency of interim report submittals to the Building Official: _Monthly _Bi- Monthly ACEC/SEAOG SI GL 01-12 Upon Completion Other; specify: page Al Statement of Special Inspections Requirements for Seismic Resistance See the Schedule of Special Inspections for inspection and testing requirements Seismic Design Category: C Statement of Special inspection for Seismic Resistance Required (Yes/No): YES Description of seismic force -resisting system subiect to special inspection and testing for seismic resistance: (Required for Seismic Design Categories C, D, E or F in accordance with IBC Sections 1705.11.1 through 1705.11.3, 1705.12.1 and 1705.12.2.) UPPER PORTION ONLY: LIGHT -FRAME (WOOD) WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE Description of designated seismic systems subject to special inspection and testing for seismic resistance: (Required for architectural, electrical and mechanical systems and their components that require design in accordance with Chapter 13 of ASCE 7, have a component importance factor, !p, greater than one and are in Seismic Design Categories C, D, E or F.) Description of additional seismic systems and components requiring special inspections and testing: (Required for systems noted in IBC Section 1705.11, cases 3, 4 & 5 in Seismic Design Categories C, D, E or F.) Statement of Responsibility: Each contractor responsible for the construction or fabrication of a system or component described above must submit a Statement of Responsibility. ACEC/SEAOG SI GL 01-12 page A2 Statement of Special Inspections Requirements for Wind Resistance See the Schedule of Special Inspections for inspection and testing requirements Nominal Design Wind Speed, Vasa: 110 m.p.h. Wind Exposure Category: D Statement of Special Inspection for Wind Resistance Required (Yes/No): YES (Required in wind exposure Category B, where the nominal design wind speed, Vasd, is 120 miles per hour or greater. Required in wind exposure Category C or D, where the nominal design wind speed, Vasd, is 110 miles per hour or greater.) Description of main windforce-resistinq system subject to special inspection for wind resistance: (Required for systems noted in IBC Section 1705.10.1 and 1705.10.2) UPPER PORTION ONLY: LIGHT -FRAME (WOOD) WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE Description of windforce-resistinq components subject to special inspection for wind resistance: (Required for systems and components noted in IBC Section 1705.10.3) Statement of Responsibility: Each contractor responsible for the construction or fabrication of a system or component described above must submit a Statement of Responsibility. ACEC/SEAOG SI GL 01-12 page A3 SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT MATERIAL / ACTIVITY SERVICE APPLICABLE TO THIS PROJECT Y/N EXTENT AGENT* DATE COMPLETED r_ 1704.2.5 Inspection of Fabricators Verify fabrication/quality control procedures In -plant review (3) Y Periodic 1 1705.1.1 Special Cases (work unusual in nature, including but not limited to alternative materials and systems, unusual design applications, materials and systems with special manufacturer's requirements) Submittal review, shop (3) and/or field inspection N 1705.2 Steel Construction 1. Fabricator and erector documents (Verify reports and certificates as listed in AISC 360, chapter N, paragraph 3.2 for compliance with construction documents) Submittal Review Y Each submittal 1 2. Material verification of structural steel Shop (3) and field inspection Y Periodic 1 3. Embedments (Verify diameter, grade, type, length, embedment. See 1705.3 for anchors) Field inspection Y Periodic 1 4. Verify member locations, braces, stiffeners, and application of joint details at each connection comply with construction documents Field inspection Y Periodic 1 5. Structural steel welding: a. Inspection tasks Prior to Welding (Observe, or perform for each welded joint or member, the QA tasks listed in AISC 360, Table N5.4-1) Shop (3) and field inspection Y Observe or Perform as noted (4) 1 b. Inspection tasks During Welding (Observe, or perform for each welded joint or member, the QA tasks listed in AISC 360, Table N5.4-2) Shop (3) and field inspection Y Observe (4) 1 c. Inspection tasks After Welding (Observe, or perform for each welded joint or member, the QA tasks listed in AISC 360, Table N5.4-3) Shop (3) and field inspection Y Observe or Perform as noted (4) 1 d. Nondestructive testing (NDT) of welded joints: see Commentary 1) Complete penetration groove welds 5/16" or greater in risk category III or IV Shop (3) or field ultorasonic testing - 100 /o N Periodic 2) Complete penetration groove welds 5/16" or greater in risk category II Shop (3) or field ultrasonic testing - 10% of welds minimum N Periodic 3) Thermally cut surfaces of access holes when material t > 2„ Shop (3) or field magnetic Partical or Penetrant testing N Periodic 4) Welded joints subject to fatigue when required by AISC 360, Appendix 3, Table A-3.1 Shop (3) or field radiographic or Ultrasonic testing N Periodic 5) Fabricator's NDT reports when fabricator performs NDT Verify reports N Each submittal (5) 6. Structural steel bolting: Shop (3) and field inspection a. Inspection tasks Prior to Bolting (Observe, or perform tasks for Y Observe or Perform 1 each bolted connection, in accordance with QA tasks listed in AISC 360, Table N5.6-1) as noted (4) ACEC/SEAOG Sl GL 01— 12 B1 of B10 SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT MATERIAL / ACTIVITY SERVICE APPLICABLE TO THIS PROJECT YIN EXTENT AGENT* DATE COMPLETED b.Inspection tasks During Bolting (Observe the QA tasks listed in AISC 360, Table N5.6-2) Observe (4) 1) Pre -tensioned and slip- critical joints N a) Tum-of-nut with matching markings Periodic b) Direct tension indicator Periodic c) Twist -off type tension control bolt Periodic d) Turn -of -nut without matching markings Continuous e) Calibrated wrench Continuous 2) Snug -tight joints Y Periodic 1 c. Inspection tasks After Bolting (Perform tasks for each bolted connection in accordance with QA tasks listed in AISC 360, Table N5.6-3) Y Perform (4) 1 7. Inspection of steel elements of composite construction prior to concrete placement in accordance with QA tasks listed in AISC 360, Table N6.1 Shop (3) and field inspection and testing N Observe or Perform as noted (4) 1705.2.2 Steel Construction Other Than Structural Steel 1. Material verification of cold -formed steel deck: N a. Identification markings Field inspection Periodic b. Manufacturer's certified test reports Submittal Review Each submittal 2. Connection of cold -formed steel deck to supporting structure: Shop (3) and field inspection N a. Welding Periodic b. Other fasteners (in accordance with AISC 360,Section N6) 1) Verify fasteners are in conformance with approved submittal Periodic 2) Verify fastener installation is in conformance with approved submittal and manufacturer's recommendations Periodic 3. Reinforcing steel Shop (3) and field inspection a. Verification of weldability of steel other than ASTM A706 N Periodic b. Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, boundary elements of special concrete structural walls and shear reinforcement N Continuous c. Shear reinforcement N Continuous d. Other reinforcing steel N Periodic 4. Cold -formed steel trusses spanning 60 feet or greater N a. Verify temporary and permanent restraint/bracing are installed in accordance with the approved truss submittal package Field inspection Periodic 1705.3 Concrete Construction 1. Inspection of reinforcing steel installation (see 1705.2.2 for welding) Shop (3) and field inspection Y 1,2 Periodic 2. Inspection of prestressing steel installation Shop (3) and field inspection N Periodic ACEC/SEAOG Sl GL 01- 12 B2 of B10 SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT MATERIAL / ACTIVITY SERVICE APPLICABLE TO THIS PROJECT Y/N EXTENT AGENT* DATE COMPLETED 3. Inspection of anchors cast in concrete where allowable loads have been increased per section 1908.5 or where strength design is used Shop (3) and field inspection Y Periodic 1,2 4. Inspection of anchors and reinforcing steel post -installed in hardened concrete: Per research reports including verification of anchor type, anchor dimensions, hole dimensions, hole cleaning procedures, anchor spacing, edge distances, concrete minimum thickness, anchor embedment and tightening torque Field inspection Y Periodic or as required by the research report issued by an approved source 1,2 5. Verify use of approved design mix Shop (3) and field inspection Y Periodic 1,2 6. Fresh concrete sampling, perform slump and air content tests and determine temperature of concrete Shop (3) and field inspection Y Continuous 1,2 7. Inspection of concrete and shotcrete placement for proper application techniques Shop (3) and field inspection Y Continuous 1,2 8. Inspection for maintenance of specified curing temperature and techniques Shop (3) and field inspection Y Periodic 1,2 9. Inspection of prestressed concrete: Shop (3) and field inspection a. Application of prestressing force N Continuous b. Grouting of bonded prestressing tendons in the seismic -force -resisting system N Continuous 10. Erection of precast concrete members N a. Inspect in accordance with construction documents Field inspection In accordance with construction documents b. Perform inspections of welding and bolting in accordance with Section 1705.2 Field inspection In accordance with Section 1705.2 11. Verification of in -situ concrete strength, prior to stressing of tendons in post tensioned concrete and prior to removal of shores and forms from beams and structural slabs Review field testing and laboratory reports N Periodic 12. Inspection of formwork for shape, lines, location and dimensions Field inspection Y Periodic 1,2 13. Concrete strength testing and verification of compliance with construction documents Field testing and review of laboratory reports Y Periodic 1 1705.4 Masonry Construction (A) Level A, B and C Quality Assurance: 1. Verify compliance with approved submittals Field Inspection N Periodic (B) Level B Quality Assurance: 1. Verification of fm and franc Testing by unit strength N Periodic prior to construction method or prism test method ACEC/SEAOG SI GL 01-12 133 of 810 SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT MATERIAL / ACTIVITY SERVICE APPLICABLE TO THIS PROJECT Y/N EXTENT AGENT* DATE COMPLETED (C) Level C Quality Assurance: 1. Verification of fm and fnac prior to construction and for every 5,000 SF during construction Testing by unit strength method or prism test method N Periodic 2. Verification of proportions of materials in premixed or preblended mortar, prestressing grout, and grout other than self -consolidating grout, as delivered to the project site Field inspection N Continuous 3. Verify placement of masonry units Field Inspection N Periodic (D) Levels B and C Quality Assurance: 1. Verification of Slump Flow and Visual Stability Index (VSI) of self -consolidating grout as delivered to the project Field testing N Continuous 2. Verify compliance with approved submittals Field inspection N Periodic 3. Verify proportions of site - mixed mortar, grout and prestressing grout for bonded tendons Field Inspection N Periodic 4. Verify grade, type, and size of reinforcement and anchor bolts, and prestressing tendons and anchorages Field Inspection N Periodic 5. Verify construction of mortar joints Field Inspection N Periodic 6. Verify placement of reinforcement, connectors, and prestressing tendons and anchorages Field Inspection N Level B - Periodic N Level C - Continuous 7. Verify grout space prior to grouting Field Inspection N Level B - Periodic N Level C - Continuous 8. Verify placement of grout and prestressing grout for bonded tendons Field Inspection N Continuous 9. Verify size and location of structural masonry elements Field Inspection N Periodic 10. Verify type, size, and location of anchors, including details of anchorage of masonry to structural members, frames, or other construction. Field inspection N Level B - Periodic N Level C - Continuous 11. Verify welding of reinforcement (see 1705.2.2) Field inspection N Continuous 12. Verify preparation, construction, and protestion of masonry duriny cold weather (temperature below 40°F) or hot weather (temperature above 90°F) N Field inspection Periodic 13. Verify application and measurement of prestressing force Field Inspection N Continuous ACEC/SEAOG Sl GL 01— 12 B4 of 1310 SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT MATERIAL / ACTIVITY SERVICE APPLICABLE TO THIS PROJECT Y/N EXTENT AGENT* DATE COMPLETED 14. Verify placement of AAC masonry units and construction of thin -bed mortar joints (first 5000 SF of AAC masonry) Field inspection N Continuous 15. Verify placement of AAC masonry units and construction of thin -bed mortar joints (after the first 5000 SF of AAC masonry) Field inspection N Level B - Periodic N Level C - Continuous 16. Verify properties of thin -bed mortar for AAC masonry (first 5000 SF of AAC masonry) Field inspection N Continuous 17. Verify properties of thin -bed mortar forAAC masonry (after the first 5000 SF of AAC masonry) Field inspection N Level B - Periodic N Level C - Continuous 18. Prepare grout and mortar specimens Field testing N Level B - Periodic N Level C - Continuous 19. Observe preparation of prisms Field inspection N Level B - Periodic N Level C - Continuous 1705.5 Wood Construction 1. Inspection of the fabrication process of wood structural elements and assemblies in accordance with Section 1704.2.5 In -plant review (3) Y Periodic 1 2. For high -load diaphragms, verify grade and thickness of structural panel sheathing agree with approved building plans Field inspection Y Periodic 1 3. For high -load diaphragms, verify nominal size of framing members at adjoining panel edges, nail or staple diameter and length, number of fastener lines, and that spacing between fasteners in each line and at edge margins agree with approved building plans Field inspection Y Periodic 1 4. Metal -plate -connected wood trusses spanning 60 feet or greater: verify temporary and permanent restraint/bracing are installed in accordance with the approved truss submittal package Field inspection N Periodic 1705.6 Soils 1. Verify materials below shallow foundations are adequate to achieve the design bearing capacity. Field inspection Y Periodic 1 2. Verify excavations are extended to proper depth and have reached proper material. Field inspection Y Periodic 1 3. Perform classification and testing of controlled fill materials. Field inspection Y Periodic 1 4. Verify use of proper materials, densities, and lift thicknesses during placement and compaction of controlled fill Y Continuous 1 Field inspection 5. Prior to placement of controlled fill, observe subgrade and verify that site has been prepared properly Field inspection Y Periodic 1 ACEC/SEAOG SI GL 01- 12 B5 of B10 SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT MATERIAL / ACTIVITY SERVICE APPLICABLE TO THIS PROJECT Y/N EXTENT AGENT* DATE COMPLETED 1705.7 Driven Deep Foundations 1. Verify element materials, sizes and lengths comply with requirements Field inspection N Continuous 2. Determine capacities of test elements and conduct additional load tests, as required Field inspection N Continuous 3. Observe driving operations and maintain complete and accurate records for each element Field inspection N Continuous 4. Verify placement locations and plumbness, confirm type and size of hammer, record number of blows per foot of penetration, determine required penetrations to achieve design capacity, record tip and butt elevations and document any damage to foundation element Field inspection N Continuous 5. For steel elements, perform additional inspections per Section 1705.2 See Section 1705.2 N See Section 1705.2 6. For concrete elements and concrete -filled elements, perform additional inspections per Section 1705.3 See Section 1705.3 N See Section 1705.3 7. For specialty elements, perform additional inspections as determined by the registered design professional in responsible charge Field inspection N In accordance with construction documents 8. Perform additional inspections and tests in accordance with the construction documents Field Inspection and testing N In accordance with construction documents 1705.8 Cast -in -Place Deep Foundations 1.Observe drilling operations and maintain complete and accurate records for each element Field inspection N Continuous 2. Verify placement locations and plumbness, confirm element diameters, bell diameters (if applicable), lengths, embedment into bedrock (if applicable) and adequate end -bearing strata capacity. Record concrete or grout volumes Field inspection N Continuous 3. For concrete elements, perform additional inspections in accordance with Section 1705.3 See Section 1705.3 N See Section 1705.3 4. Perform additional inspections and tests in accordance with the construction documents Field Inspection and testing N In accordance with construction documents 1705.9 Helical Pile Foundations 1. Verify installation equipment, pile dimensions, tip elevations, final Field inspection N Continuous depth, final installation torque and other data as required. 2. Perform additional inspections In accordance with and tests in accordance with the Field Inspection and testing N construction construction documents documents ACEC/SEAOG SI GL 01- 12 B6 of B10 SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT MATERIAL / ACTIVITY SERVICE APPLICABLE TO THIS PROJECT Y/N EXTENT AGENT* _ DATE COMPLETED 1705.10.1 Structural Wood Special Inspections For Wind Resistance 1. Inspection of field gluing operations of elements of the main windforce-resisting system Field inspection N Continuous 2. Inspection of nailing, bolting, anchoring and other fastening of components within the main windforce-resisting system Shop (3) and field inspection N Periodic 1705.10.2 Cold -formed Steel Special Inspections For Wind Resistance 1.Inspection during welding operations of elements of the main windforce-resisting system Shop (3) and field inspection N Periodic 2.Inspections for screw attachment, bolting, anchoring and other fastening of components within the main windforce-resisting system Shop (3) and field inspection N Periodic 1705.10.3 Wind -resisting Components 1. Roof cladding Shop (3) and field inspection Y Periodic 1 2. Wall cladding Shop (3) and field inspection Y Periodic 1 1705.11.1 Structural Steel Special Inspections for Seismic Resistance Inspection of structural steel in Shop (3) and field inspection N In accordance with accordance with AISC 341 AISC 341 1705.11.2 Structural Wood Special Inspections for Seismic Resistance 1. Inspection of field gluing operations of elements of the seismic -force resisting system Field inspection Y Continuous 1 2. Inspection of nailing, bolting, anchoring and other fastening of components within the seismic -force - resisting system Shop (3) and field inspection Y Periodic 1 1705.11.3 Cold -formed Steel Light -Frame Construction Special Inspections for Seismic Resistance 1. Inspection during welding operations of elements of the seismic -force -resisting system Shop (3) and field inspection N Periodic 2. Inspections for screw attachment, bolting, anchoring and other fastening of components within the seismic -force -resisting system Shop (3) and field inspection N Periodic 1705.11.4 Designated Seismic Systems Verification Inspect and verify that that the component label, anchorage or mounting conforms to the ceitificate Field inspection N Periodic of compliance in accordance with Section 1705.12.3 ACEC/SEAOG SI GL 01- 12 B7 of 1310 SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT MATERIAL / ACTIVITY SERVICE APPLICABLE TO THIS PROJECT YIN EXTENT AGENT" DATE COMPLETED 1705.11.5 Architectural Components Special Inspections for Seismic Resistance 1. Inspection during the erection and fastening of exterior cladding and interior and exterior veneer Field inspection Y Periodic 1 2. Inspection during the erection and fastening of interior and exterior nonbearing walls Field inspection Y Periodic 1 3. Inspection during anchorage of access floors Field inspection Y Periodic 1 1705.11.6 Mechanical and Electrical Components Special Inspections for Seismic Resistance 1. Inspection during the anchorage of electrical equipment for emergency or standby power systems Field inspection Y Periodic 1 2. Inspection during the anchorage of other electrical equipment Field inspection Y Periodic 1 3. Inspection during installation and anchorage of piping systems designed to carry hazardous materials, and their associated mechanical units Field inspection Y Periodic 1 4. Inspection during the installation and anchorage of HVAC ductwork that will contain hazardous materials Field inspection Y Periodic 1 5. Inspection during the installation and anchorage of vibration isolation systems Field inspection N Periodic 1705.11.7 Storage Racks Special Inspections for Seismic Resistance Inspection during the anchorage of storage racks 8 feet or greater in height Field inspection N Periodic 1705.11.8 Seismic Isolation Systems Inspection during the fabrication and installation of isolator units and energy dissipation devices used as part of the seismic isolation system Shop and field inspection N Periodic 1705.12.1 Concrete Reinforcement Testing and Qualification for Seismic Resistance 1. Review certified mill test reports for each shipment of reinforcement used to resist earthquake -induced flexural and axial forces in reinforced concrete special moment frames, special structural walls, and coupling beams connecting special structural walls Review certified mill test reports N Each shipment ACEC/SEAOG SI GL 01- 12 B8 of B10 SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT MATERIAL / ACTIVITY SERVICE APPLICABLE TO THIS PROJECT Y/N EXTENT AGENT* DATE COMPLETED 2. Verify reinforcement weldability of ASTM A615 reinforcement used to resist earthquake -induced flexural and axial forces in reinforced concrete special moment frames, special structural walls, and coupling beams connecting special structural walls Review test reports N Each shipment 1705.12.2 Structural Steel Testing and Qualification for Seismic Resistance Test in accordance with the quality assurance requirements of AISC 341 Shop (3) and field testing N Per AISC 341 1705.12.3 Seismic Certification of Nonstructural Components Review certificate of compliance for designated seismic system components. Certificate of compliance review N Each submittal 1705.12.4 Seismic Isolation Systems Test seismic isolation system in accordance with ASCE 7 Section 17.8 Prototype testing N Per ASCE 7 1705.13 Sprayed Fire-resistant Materials 1. Verify surface condition preparation of structural members Field inspection N Periodic 2. Verify application of sprayed fire- resistant materials Field inspection N Periodic 3. Verify average thickness of sprayed fire-resistant materials applied to structural members Field inspection N Periodic 4. Verify density of the sprayed fire- resistant material complies with approved fire-resistant design Field inspection and testing N Per IBC Section 1705.13.5 5. Verify the cohesive/adhesive bond strength of the cured sprayed fire- resistant material Field inspection and testing N Per IBC Section 1705.13.6 1705.14 Mastic and Intumescent Fire -Resistant Coatings Inspect mastic and intumescent fire- resistant coatings applied to structural elements and decks Field inspection N Periodic 1705.15 Exterior Insulation and Finish Systems (EIFS) 1. Verify materials, details and installations are per the approved construction documents Field inspection N Periodic 2. Inspection of water -resistive barrier over sheathing substrate Field inspection N Periodic ACEC/SEAOG SI GL 01- 12 B9 of B10 SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT MATERIAL / ACTIVITY SERVICE APPLICABLE TO THIS PROJECT Y/N EXTENT AGENT* DATE COMPLETED 1705.16 Fire -Resistant Penetrations and Joints 1. Inspect penetration firestop Field testing N Per ASTM E2174 2. Inspect fire-resistant joint systems Field testing N Per ASTM E2393 1705.17 Smoke Control Systems 1. Leakage testing and recording of device locations prior to concealment Field testing N Periodic 2. Prior to occupancy and after sufficient completion, pressure difference testing, flow measurements, and detection and control verification Field testing N Periodic * INSPECTION AGENTS FIRM ADDRESS TELEPHONE NO. 1. TESTING AGENCY TO BE DETERMINED BY OWNER 2. KERN & CO., LLC. L CT. SAVANNAH, GA 31406 912-354-8400 3. 4. Notes: 1. The inspection and testing agent(s) shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official prior to commencing work. The qualifications of the Special Inspector(s) and/or testing agencies may be subject to the approval of the Building Official and/or the Design Professional. 2. The list of Special Inspectors may be submitted as a separate document, if noted so above. 3. Special Insepctions as required by Section 1704.2.5 are not required where the fabricator is approved in accordance with IBC Section 1704.2.5.2 4. Observe on a random basis, operations need not be delayed pending these inspections. Perform these tasks for each welded joint, bolted connection, or steel element. 5. NDT of welds completed in an approved fabricator's shop may be performed by that fabricator when approved by the AHJ. Refer to AISC 360, N7. Are Requirements for Seismic Resistance included in the Statement of Special Inspections? Yes No Are Requirements for Wind Resistance included in the Statement of Special Inspections? Yes No DATE: ACEC/SEAOG SI GL 01— 12 B10 of B10 naAs1NDPATx:T„�P.yM,�.,MM1W • a, 6 F+ IMP ��Rgtl6 t� Ir 51. FFF Ills I iI S�ilEffeifiii �t14 Illli . i ll[tjt H WAI-r jij ii1ij Oil 191005iiif Ell I II1IIIII ii ..' i I 3p 2 ,/ / 7 li P.F6 • E° Si aeiaf 5.0HD P 5.0H2 44 11"((iIU[fl i1e1Et/1);11 !gill 1 i II tia + Fe [ 4 1 lig I es; RETRACEMENT SURVEY LOT TN67,RECOMBINATION PLAT OF LOT 4, BLOCK 9, LOT 3391. BLOCKS 8898 A PORTION OF UNOPENEDWRENW000 AVENUE, FORTBCREVEN WARD; AND A&OC1<OF 'A RECOMBNATION SURVEY OF LOTS 6-T, BLOCK B; LOT T,BLOCK iN LOTS 3-8,9LOCKA; AND UNOK1/..O PORTIONS Of TAYLOR STREET AND UMEWOOD DRIVE, FORT SCREVEN WARD' 01.16.M. 016713141. CITY OF'MEE ISLAND, CIMT WJA COUNTY, OEOPON PI\y.RO For TN Cary d TylMelPeM, Ooa9M ilK C. &ahem•eoputtm . 866.11.6. Land PMo66-66 wto ANe..8• Im6eer• ArcI11Rrn.6,6n. Land 91606141 PIP PPP. 1,....p1.2•1.1505 Ea! PIPAP•meoplaipewo Kern & Co., LI.0 VICINITY MAP (N.T.S LEGEND BOUNDARY UNE P OVERHEAD POWER UNE 7 GUY WIRE PALM TREE PARKING TICKET STATION SIGN IY POWER POLE UGHT POLE D.N. R. DEPARTMENT OF NATURAL RESOURCES P.K.S. P. K. NAIL SET R. B. F. 1/Y REBAR FOUN D R. B.S. 1/2" REBAR SET C.C.W . CORNER OF CONCRETE W ALL P.T.S. PARKING TICKET STATION P. T. P. PAY TO PARK N/F NOW OR FORMERLY H.P. HANDICAPPED PARKING 8 CONTOUR UN E UTILITY W ARNING: THE SURVEYOR HAS MADE NO ATTEMPT TO LOCATE OR OBTAIN INFORMATION ON ANY UNDERGROUND UTIUTIES. SPECIAL NOTE; ACCORDING TO FIRM 1305100213F A ND 13051CO214F DATED SEPTEMBER 28, 2008, THIS SITE IS LO CATED IN FLOOD ZONES VE-15, VE-18 & V E-17. THE ELEV ATION OF THE LOW EST SUPPO RTING M EM BER OF THE PROPOSED BUILDING SHALL BE CONSTRUCTED AT A MINIMUM ELEVATOR OF 18.0' NAVD 88 DATUM. SURVEY BY: BERT BARRETT, JR. LAND SURVEYING, P.C. 145 RUNNER ROAD SAVANNAH, GA. 31410 (912) 897-0661 THE D. N.R. SHORE PROTECTION UNE SHOWN ON THIS MIS PLAT W AS DEWNEATED BY DEB BARREIRO OF THE DEPARTMENT OF NATURAL RESOURCES ON 8/15/2012. LAST REVISED 10/30/2017 NO STATE WATER WITHIN 200' OF DISTUREED AR EA SIT E DATA : PRO JECT ARE A: 0.84 AC AR EA OF DISTURBANCE: .55 AC ZON IN G: NOR TH EN D CULTURAL OVERLAY DISTRICT P.I.N .: PTN OF 4-0001-13-008 P ROJECT ADDRESS: BE ECHWOOD DR IVE PROJECT CITY: TY BEE ISLAN D, GA D ISTRIC T NU MBER: ??? LOT NU MBER FO RMER U .S. COAST GUAR D OWN ER NAME: TYBEE ISLAND MAR INE SCIENCE CE NT ER CO NTA CT , MA RIA PROCO PIO OWNER A DDRESS: P.O. BOX 1879 OWNER CITY: T YBE E ISLAND, GA 31328 TELEPHO NE NO.: 912-786-8959 DATE OF SURV EY. MARCH 26.:009 (UPDA TED OCTOB ER 31, 2017) GOVERNING AGENCY: CIT Y OF TYBEE PARKING COUNT: TOT AL PARKING PRO VIDED : = 241 SPACE S 6 H/C SPACE S 4 H/C VAN ASSE SSABLE LIF T S TA TION POWER POLE TYBEE LICHTHOUSE / 1 FOR T SC REVEN TYBE E ISLAND S HRINE CLUB (fit WHEEL BIN STORA GE r / I / / / / / TYBEE ISLAND MARINE S CIENCE CENTER LEASE AREA Ye Ana ( IN FEET) 1 inch = 40 IL U'IlLITIES PROTECTION CENTER CALL T1800 W0RET1 0 DAYS BEF ORE YOU DI G T HROUGHOUT GEORGIA 1-000-202-7411 ❑ NOT FO R CONSTR UCTI ON ❑ RELEASE D FOR CO NS TRUCTIO N DATE: B Y: 0 GRAP HIC SC ALE ' A IWQOD S 6 EXISTING TREES IN WELL TO REMAIN PROPOSED BIKE RACK f7 REMOVE AN RELOCATE D.N. R. OFL TOE 4 ANDWARDiE NE ELRM0VE AND DUOCATE THE IF�GE ASPH. OF IMPROVEMENTS CO AIRED IN THIS AREA TBE CONSTRUCTED TH FUTURE TYB ISLAND MARINE SC NCE CENTE PARKING BUMPER PROPOSED !CF BLOCKS (TYP) BIKE 840)1 ,-D.N R. LANDWARD TOE OF DUNE 2 EX SPACFc NORTH BEACH GRILL L STORAGE PROPOSED DUMPSTER PARKING BUMPER BLOCKS (TYP) EXISTING TREES TO REMAIN EXIST. CONC. PAD TYBEE MUSEUM PARKING BUMPE BLOCKS EXISTING TREES TO REMAIN ALONG NTRANCE DRIVE, CITY OF TYBEE ISLAND BUS PARKING P ARKINGS BUMPER BLOCK PARKING BUMPER BLOCKS (TYP) PROPOSED BIKE RACK EDGE OF ASPH. 28 11 R, NW�OD DRIVE 6D' R/W /U. s SHORE PROTECTIO i II 1 N LINE I • 14 RE MOVE AND RELOCATE TREES 15 16 U 0 CO BLOCKS (TmPER 1/ 10, JN 4/,qMFD 6,4 D.N.R , = DEPARTMENT OF NATURAL RESOURCES C.M.F. = CONCRETE MONUMENT FOUND R.B.F, = RE —BAR FOUND P T.P = PAY TO PARK SIGN H.P = HANDICAPPED PARKING SIGN STOP = STOP SIGN TYP . = TYPICAL M.P = METER POLE S = SPEED LIMIT SIGN W.M. = WATER METER D .N.R .. FLAG WITH POINT NUMBER • LIGHT POLE fY POWER POLE ® PARKING TICKET STATION PACE COUNTS: 238 TOTAL SPACES. INCLUDING 10 ADA 12 EXISTING ADA SPACES) 6 BUS PARKING SPACES RSaI'1. EXHIBIT A TYBEE ISLAND NORTH BEACH PARKING LOT CONCEPTUAL DESIGN May 11, 2017 SCALE rM FEET 30 60 127 SPECIAL CONDITIONS All work shall conform to the City of Savannah Technical Specifications except as stated in these Special Conditions. The City of Savannah Technical Specifications is available online at the City of Savannah web site. Where in conflict, these Special Conditions shall govern. GENERAL Engineer refers to both the Engineer for the project and the City of Tybee Island's Engineer. Justifications of the Engineer's approval including, but not limited to, required testing shall by submitted to the City of Tybee Island prior to the City of Tybee island issuing concurrence. Where requirements differ from those stated in the GASWCS 'Green Book", the stricter will govern. All communications required of the departments referenced in the City of Savannah ordinances will be submitted to these City of Tybee Island Departments: 1) Planning & Zoning 2) Public Works 3) Water & Sewer Time of notification to the City of Tybee Island excludes: 1) Any and all federal, state, county and city holidays. 2) Weekends 3) Times of community alerts or disasters including, but not limited to, tropical storm and hurricane alerts, periods of rainfall exceeding the 25 year storm as determined by the City of Tybee Island and the following two weekdays. Time of notification to the State Department of Transportation and other departments is the minimum. Such time of notification may be greater if required by those agencies. All text for signage and markings shall be submitted to the City of Tybee Island for approval. All materials will be domestic. Imported materials shall be allowed only after the City of Tybee Island approves a written request from the Owner's agent. SECTION 02100 CLEARING / PART 2 — EXECUTION/ 2.05 EXISTING TREE PROTECTION / A. SITE DEVELOPMENT PROJECTS. The following requirements pertain to all projects. SECTION 02270 - EROSION AND SEDIMENTATION CONTROL Where requirements differ from those stated in the GASWCS "Green Book", the stricter will govern. SECTION 02400 - STORM DRAINAGE 2.18 TELEVISING: After the completion of cleaning, all constructed storm lines must be televised prior to acceptance. Accordingly, all storm lines that are installed will be televised. Details and procedures of this program are included in the "Televising Procedures Manual" developed by the City's Water Quality Control Department who will be providing the television services. Contractors will be responsible for becoming familiar with this manual. SECTION 02550 - WATER DISTRIBUTION SYSTEM / PART 1 - PRODUCTS 1.01 PIPE: A. Ductile Iron Pipe - Shall conform to ANSI/AWWA C150/A21.50 latest revision and ANSI/AWWA C151/A21.51 latest revision for laying condition two. All pipe shall be cement lined in accordance with ANSI/AWWA C104/A21.4 latest revision. All Pipe Larger than 12 inches shall be ductile iron unless PVC is specifically allowed by the City. 1.09 GATE VALVES D. Valve Manhole - Gate valves 10" and larger shall be installed in a manhole. Gate valves 8" and larger within pavement shall be installed in a manhole. 2.01 INSTALLATION 4. Depth of Pipe - The Contractor shall perform excavation of whatever substances are encountered to a depth that will provide a minimum cover over the top of the pipe of 36 -inches from the existing or proposed finished grade, for pipe 12 -inches and smaller. Pipe larger than 12 -inches in diameter shall have 3648 -inches of cover from the finished grade, A minimum cover of 33" (inches) and a_maximum cover of 39" (inches) from finished grade shall be accepted as within tolerance unless approved by the City to avoid a conflict. If the design cover will be less than 36", duct iron pipe may be required by the City. Bedding shall be per specifications, industry association standards or manufacturers recommendations, whichever is greater. 2.05 PROCEDURES FOR CONNECTIONS OF WATER MAINS: B. Procedure 6. If a wet tap is required, the contractor will be responsible for preparing the site. This preparation includes the excavation and installation of the tapping sleeve. The contractor will make available a lifting device for the tapping machine and at least a 100 CFM Air Compressor to power the tapping machine. The Contractor will provide the tapping machine and personnel to operate the unit. All taps will be made under the supervision of the City of Tybee Island Water Department. SECTION 02554 - WASTEWATER COLLECTION SYSTEM 2.12 MANHOLES The drop through manholes shall be equal to the steepest percentage of the upstream and downstream lines may be used at the discretion of the City of Tybee Island. Horizontal alignment changes greater than 90 degrees at a single manhole shall not be allowed. A wide sweep invert shall be required for all manholes where the horizontal alignment change is 90 degrees. Section 03300 CAST -IN -PLACE CONCRETE CHAPTER 1 - GENERAL 1.1 -Scope 1.3 -Design of Concrete Structures shall be performed and stamped by a Professional Engineer registered in the State of Georgia. In no instance shall a concrete sidewalk be less than 4" thick nor a driveway less than 6" thick. The Engineer shall refer to City of Savannah Standard Construction Details for minimum design requirements of various structures. CHAPTER 3 - PROPORTIONING 3.2 -Strength The specified compressive strength of the concrete WO for each portion of sidewalks and curb and gutters shall be a minimum of 4,000 psi unless a greater strength requirement is indicated on the contract drawings or herein. Driveway and road paving shall have a compressive strength of not less than 5000 psi. Strength requirements shall be based on 28 -day compressive strength unless a different test age is specified. The compressive strength of the concrete shall be determined by ASTM C39, CHAPTER 5 -REINFORCEMENT 5.7 -Sidewalks shall be reinforced by one of the following methods: 5.7.1- Minimum size of mesh shall be 6"x6" - W2.9 x W2.9. 5.7.2 -Concrete shall be fiber reinforced. 5.7.3 -Deformed reinforcing bars providing no less than 0.25 square inches per foot (each way). SECTION 11100 -SUBMERSIBLE WASTEWATER PUMPS 5-25 HORSE POWER DUPLEX ACROSS THE LINE MAGNETIC PART III — FINAL INSPECTION 3.01 FINAL INSPECTION t ACCEPTANCE B. Dry Pumping Test: The pump will be tested by both a Facility Test and a Site Test. MUNICIPAL CODE ARTICLE IV. NOISES Sec. 22-112. Noise disturbance prohibited. (b) Maximum permissible sound levels. With the exception of sound levels elsewhere specifically authorized by this article, table 1 sets forth the maximum permissible sound levels allowed at or within the real property boundary of a receiving land use. Any activity or use that produces a sound in excess of such noise levels for a receiving land use shall be deemed a noise disturbance and is in violation of this article. TABLE 1 Sound Levels by Receiving Land Use Zoning Category of Receiving Land Time(3) Uses ' Sound Level Limit, dBA(4) Residentialt2) At all times 60 Commercial At all times 75 Noise Sensitive Area At ail times 55 (1) (2) (3) (4) As set forth in the Land Development Code. Any zoning district containing the letter "R." Unless otherwise stated in this article. For any source of sound which emits a pure tone, the maximum sound level limits set shall be reduced by five dBA. (d) Equipment use restrictions. Regardless of decibel levels, the following equipment may not be operated between the hours of 8:00 p.m. and 7:00 a.m.: Monday -Friday and on Saturday and Sunday 8:00 p.m. to 10:00 a.m.: (1) Electrical power tools. (2) Motor powered, muffler equipped lawn, garden, and tree trimming equipment except residential lawn mowers. (3) Construction equipment, which includes landscaper's lawn mowers and other landscaping motorized equipment. de 1983. § .11-i-4: Ord. of 4- 9-s 0015: Ord. of 7-2R-2007) Signature STATEMENT OF SPECIAL INSPECTIONS PROJECT: Tybee Island Marine Science Center (Lower Portion Only) LOCATION: Tybee Island, Georgia PERMIT APPLICANT: Kern & Co. APPLICANT'S ADDRESS: 7 Mall Ct. Savannah, GA 31406 ARCHITECT OF RECORD: Thomas D. Olson, AIA STRUCTURAL ENGINEER OF RECORD: John S. Kern, PE MECHANICAL ENGINEER OF RECORD: John S. Kern, PE ELECTRICAL ENGINEER OF RECORD: John S. Kern, PE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE: John S. Kern, PE This Statement of Special Inspections is submitted in accordance with Section 1704.3 of the 2012 International Building Code. It includes a Schedule of Special Inspection Services applicable to the above -referenced Project as well as the identity of the individuals, agencies, or firms intended to be retained for conducting these inspections. If applicable, it includes Requirements for Seismic Resistance and/or Requirements for Wind Resistance. Are Requirements for Seismic Resistance included in the Statement of Special Inspections? Are Requirements for Wind Resistance included in the Statement of Special Inspections? ▪ Yes No ® Yes ❑ No The Special Inspector(s) shall keep records of all inspections and shall furnish interim inspection reports to the Building Official and to the Registered Design Professional in Responsible Charge at a frequency agreed upon by the Design Professional and the Building Official prior to the start of work. Discrepancies shall be brought to the immediate attention of the Contractor for correction. If the discrepancies are not corrected, the discrepancies shall be brought to the attention of the Building Official and the Registered Design Professional in Responsible Charge prior to completion of that phase of work. A Final Report of Special Inspections documenting required special inspections and corrections of any discrepancies noted in the inspections shall be submitted to the Building Official and the Registered Design Professional in Responsible Charge at the conclusion of the project. Frequency of interim report submittals to the Registered Design Professional in Responsible Charge: _Weekly _Bi-Weekly XMonthly Other; specify: The Special Inspection program does not relieve the Contractor of the responsibility to comply with the Contract Documents. Jobsite safety and means and methods of construction are solely the responsibility of the Contractor. Statement of Special Inspections Prepared by: Kern, P Date ilding Official's Acceptance: Date Permit Number: Preparer's Seal Frequency of interim report submittals to the Building Official: _Monthly _Bi- Monthly _Upon Completion Other; specify: ACEC/SEAOG SI GL 01-12 page Al Statement of Special Inspections Requirements for Seismic Resistance See the Schedule of Special Inspections for inspection and testing requirements Seismic Design Category: C Statement of Special Inspection for Seismic Resistance Required (Yes/No): YES Description of seismic force -resisting system subject to special inspection and testing for seismic resistance: (Required for Seismic Design Categories C, D, E or F in accordance with IBC Sections 1705.11.1 through 1705.11.3, 1705.12.1 and 1705.12.2.) LOWER PORTION ONLY: CANTILEVERED COLUMN SYSTEM DETAILED AS INTERMEDIATE REINFORCED CONCRETE MOMENT FRAME Description of designated seismic systems subject to special inspection and testing for seismic resistance: (Required for architectural, electrical and mechanical systems and their components that require design in accordance with Chapter 13 of ASCE 7, have a component importance factor, 1p, greater than one and are in Seismic Design Categories C, D, E or F.) Description of additional seismic systems and components requiring special inspections and testing: (Required for systems noted in IBC Section 1705.11, cases 3, 4 & 5 in Seismic Design Categories C, D, E or F.) Statement of Responsibility: Each contractor responsible for the construction or fabrication of a system or component described above must submit a Statement of Responsibility. ACEC/SEADG SI GL 01-12 page A2 Statement of Special Inspections Requirements for Wind Resistance See the Schedule of Special Inspections for inspection and testing requirements Nominal Design Wind Speed, Vasd: 110 m.p.h. Wind Exposure Category: D Statement of Special Inspection for Wind Resistance Required (Yes/No): YES (Required in wind exposure Category B, where the nominal design wind speed, Vasd, is 120 miles per hour or greater. Required in wind exposure Category C or D, where the nominal design wind speed, Vasd, is 110 miles per hour or greater.) Description of main windforce-resistinq system subject to special inspection for wind resistance: (Required for systems noted in IBC Section 1705.10.1 and 1705.10.2) LOWER PORTION ONLY: CANTILEVERED COLUMN SYSTEM DETAILED AS INTERMEDIATE REINFORCED CONCRETE MOMENT FRAME Description of windforce-resistinq components subject to special inspection for wind resistance: (Required for systems and components noted in IBC Section 1705.10.3) Statement of Responsibility: Each contractor responsible for the construction or fabrication of a system or component described above must submit a Statement of Responsibility. ACEC/SEAOG SI GL 01-12 page A3 SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT MATERIAL / ACTIVITY SERVICE APPLICABLE TO THIS PROJECT YIN EXTENT AGENT* DATE COMPLETED 1704.2.5 Inspection of Fabricators Verify fabrication/quality control procedures In -plant review (3) Y Periodic 1 1705.1.1 Special Cases (work unusual in nature, including but not limited to altemative materials and systems, unusual design applications, materials and systems with special manufacturer's requirements) Submittal review, shop (3) and/or field inspection N 1705.2 Steel Construction 1. Fabricator and erector documents (Verify reports and certificates as listed in AISC 360, chapter N, paragraph 3.2 for compliance with construction documents) Submittal Review N Each submittal 2. Material verification of structural steel Shop (3) and field inspection N Periodic 3. Embedments (Verify diameter, grade, type, length, embedment. See 1705.3 for anchors) Field inspection Y Periodic 1 4. Verify member locations, braces, stiffeners, and application of joint details at each connection comply with construction documents Field inspection N Periodic 5. Structural steel welding: a. Inspection tasks Prior to Welding (Observe, or perform for each welded joint or member, the QA tasks listed in AISC 360, Table N5.4-1) Shop (3) and field inspection N Observe or Perform as noted (4) b. Inspection tasks During Welding (Observe, or perform for each welded joint or member, the QA tasks listed in AISC 360, Table N5.4-2) Shop (3) and field inspection N Observe (4) c. Inspection tasks After Welding (Observe, or perform for each welded joint or member, the QA tasks listed in AISC 360, Table N5.4-3) Shop (3) and field inspection N Observe or Perform as noted (4) d. Nondestructive testing (NDT) of welded joints: see Commentary 1) Complete penetration groove welds 5/16" or greater in risk category III or IV Shop (3) or field ultrasonic testing - 100% N Periodic 2) Complete penetration groove welds 5/16" or greater in risk category II Shop (3) or field ultrasonic testing - 10% of welds minimum N Periodic 3) Thermally cut surfaces of access holes when material t > 2" Shop (3) or field magnetic Partical or Penetrant testing N Periodic 4) Welded joints subject to fatigue when required by AISC 360, Appendix 3, Table A-3.1 Shop (3) or field radiographic or Ultrasonic testing N Periodic 5) Fabricator's NDT reports when fabricator performs NDT Verify reports N Each submittal (5) 6. Structural steel bolting: Shop (3) and field inspection a. Inspection tasks Prior to Bolting (Observe, or perform tasks for each bolted connection, in accordance with QA tasks listed in AISC 360, Table N5.6-1) N Observe or Perform as noted (4) ACEC/SEAOG SI GL 01- 12 81 01 810 SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT APPLICABLE TO THIS PROJECT MATERIAL / ACTIVITY SERVICE YIN EXTENT AGENT* DATE COMPLETED b.Inspection tasks During Bolting (Observe the QA tasks listed in AISC 360, Table N5.6-2) N Observe (4) 1) Pre -tensioned and slip - critical joints a) Tum-of-nut with matching markings Periodic b) Direct tension indicator Periodic c) Twist -off type tension control bolt Periodic d) Turn -of -nut without matching markings Continuous e) Calibrated wrench Continuous 2) Snug -tight joints Periodic c. Inspection tasks After Bolting (Perform tasks for each bolted connection in accordance with QA tasks listed in AISC 360, Table N5.6-3) N Perform (4) 7. Inspection of steel elements of composite construction prior to concrete placement in accordance with QA tasks listed in AISC 360, Table N6.1 Shop (3) and field inspection and testing N Observe or Perform as noted (4) 1705.2.2 Steel Construction Other Than Structural Steel 1. Material verification of cold -formed steel deck: N a. Identification markings Field inspection Periodic b. Manufacturer's certified test reports Submittal Review Each submittal 2. Connection of cold -formed steel deck to supporting structure: Shop (3) and field inspection N a. Welding Periodic b. Other fasteners (in accordance with AISC 360,Section N6) 1) Verify fasteners are in conformance with approved submittal Periodic 2) Verify fastener installation is in conformance with approved submittal and manufacturer's recommendations Periodic 3. Reinforcing steel Shop (3) and field inspection a. Verification of weldability of steel other than ASTM A706 Y Periodic 1 b. Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, boundary elements of special concrete structural walls and shear reinforcement Y Continuous 1 c. Shear reinforcement Y Continuous 1 d. Other reinforcing steel Y Periodic 1 4. Cold -formed steel trusses spanning 60 feet or greater N a. Verify temporary and permanent restraint/bracing are installed in accordance with the approved truss submittal package Field inspection Periodic 1705.3 Concrete Construction 1. Inspection of reinforcing steel installation (see 1705.2.2 for welding) Shop (3) and field inspection Y Periodic 1,2 2. Inspection of prestressing steel installation Shop (3) and field inspection Y Periodic 1,2 ACEC/SEAOG SI GL 01— 12 B2 of B10 SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT ' MATERIAL / ACTIVITY SERVICE APPLICABLE TO THIS PROJECT Y/N EXTENT AGENT* DATE COMPLETED 3. Inspection of anchors cast in concrete where allowable loads have been increased per section 1908.5 or where strength design is used Shop (3) and field inspection Y Periodic 1,2 - 4. Inspection of anchors and reinforcing steel post -installed in hardened concrete: Per research reports including verification of anchor type, anchor dimensions, hole dimensions, hole cleaning procedures, anchor spacing, edge distances, concrete minimum thickness, anchor embedment and tightening torque Field inspection Y Periodic or as required by the research report issued by an approved source 1,2 5. Verify use of approved design mix Shop (3) and field inspection Y Periodic 1,2 6. Fresh concrete sampling, perform slump and air content tests and determine temperature of concrete Shop (3) and field inspection Y Continuous 1,2 7. Inspection of concrete and shotcrete placement for proper application techniques Shop (3) and field inspection Y Continuous 1,2 8. Inspection for maintenance of specified curing temperature and techniques Shop (3) and field inspection Y Periodic 1,2 9. Inspection of prestressed concrete: Shop (3) and field inspection a. Application of prestressing force Y Continuous 1 b. Grouting of bonded prestressing tendons in the seismic -force -resisting system Y Continuous 1 10. Erection of precast concrete members N a. Inspect in accordance with construction documents Field inspection In accordance with construction documents b. Perform inspections of welding and bolting in accordance with Section 1705.2 Field inspection In accordance with Section 1705.2 11. Verification of in -situ concrete strength, prior to stressing of tendons in post tensioned concrete and prior to removal of shores and forms from beams and structural slabs Review field testing and laboratory reports Y Periodic 1 12. Inspection of formwork for shape, lines, location and dimensions Field inspection Y Periodic 1,2 13. Concrete strength testing and verification of compliance with construction documents Field testing and review of laboratory reports Y Periodic 1 1705.4 Masonry Construction (A) Level A, B and C Quality Assurance: 1. Verify compliance with approved submittals Field Inspection N Periodic (B) Level B Quality Assurance: 1. Verification of fm and franc prior to construction Testing by unit strength method or prism test method N Periodic ACEC/SEAOG SI GL 01— 12 83 of 810 SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT MATERIAL / ACTIVITY SERVICE APPLICABLE TO THIS PROJECT Y/N EXTENT AGENT" DATE COMPLETED (C) Level C Quality Assurance: 1. Verification of fm and fAAc prior to construction and for every 5,000 SF during construction Testing by unit strength method or prism test method N Periodic 2. Verification of proportions of materials in premixed or preblended mortar, prestressing grout, and grout other than self -consolidating grout, as delivered to the project site Field inspection N Continuous 3. Verify placement of masonry units Field Inspection N Periodic (D) Levels B and C Quality Assurance: 1. Verification of Slump Flow and Visual Stability Index (VSI) of self -consolidating grout as delivered to the project Field testing N Continuous 2. Verify compliance with approved submittals Field inspection N Periodic 3. Verify proportions of site - mixed mortar, grout and prestressing grout for bonded tendons Field Inspection N Periodic 4. Verify grade, type, and size of reinforcement and anchor bolts, and prestressing tendons and anchorages Field Inspection N Periodic 5. Verify construction of mortar joints Field Inspection N Periodic 6. Verify placement of reinforcement, connectors, and prestressing tendons and anchorages Field Inspection N Level B - Periodic N Level C - Continuous 7. Verify grout space prior to grouting Field Inspection N Level B - Periodic N Level C - Continuous 8. Verify placement of grout and prestressing grout for bonded tendons Field Inspection N Continuous 9. Verify size and location of structural masonry elements Field Inspection N Periodic 10. Verify type, size, and location of anchors, including details of anchorage of masonry to structural members, frames, or other construction. Field inspection N Level B - Periodic N Level C - Continuous 11. Verify welding of reinforcement (see 1705.2.2) Field inspection N Continuous 12. Verify preparation, construction, and protestion of masonry during cold weather (temperature below 40°F) or hot weather (temperature above 90°F) Field inspection N Periodic 13. Verify application and measurement of prestressing force Field Inspection N Continuous ACEC/SEAOG SI GL 01— 12 B4 of B10 SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT MATERIAL / ACTIVITY SERVICE APPLICABLE TO THIS PROJECT YIN EXTENT AGENT* DATE COMPLETED 14. Verify placement of AAC masonry units and construction of thin -bed mortar joints (first 5000 SF of AAC masonry) Field inspection N Continuous 15. Verify placement of AAC masonry units and construction of thin -bed mortar joints (after the first 5000 SF of AAC masonry) Field inspection N Level B - Periodic N Level C - Continuous 16. Verify properties of thin -bed mortar for AAC masonry (first 5000 SF of AAC masonry) Field inspection N Continuous 17. Verify properties of thin -bed mortar forAAC masonry (after the first 5000 SF of AAC masonry) Field inspection N Level B - Periodic N Level C - Continuous 18. Prepare grout and mortar specimens Field testing N Level B - Periodic N Level C - Continuous 19. Observe preparation of prisms Field inspection N Level B - Periodic N Level C - Continuous 1705.5 Wood Construction 1. Inspection of the fabrication process of wood structural elements and assemblies in accordance with Section 1704.2.5 In -plant review (3) N Periodic 2. For high -load diaphragms, verify grade and thickness of structural panel sheathing agree with approved building plans Field inspection N Periodic 3. For high -load diaphragms, verify nominal size of framing members at adjoining panel edges, nail or staple diameter and length, number of fastener lines, and that spacing between fasteners in each line and at edge margins agree with approved building plans Field inspection N Periodic 4. Metal -plate -connected wood trusses spanning 60 feet or greater: verify temporary and permanent restraint/bracing are installed in accordance with the approved truss submittal package Field inspection N Periodic 1705.6 Soils 1. Verify materials below shallow foundations are adequate to achieve Field inspection Y Periodic 1 the design bearing capacity. 2. Verify excavations are extended to proper depth and have reached Field inspection Y Periodic 1 proper material. 3. Perform classification and testing Field inspection Y Periodic 1 of controlled fill materials. 4. Verify use of proper materials, densities, and lift thicknesses during Field inspection Y Continuous 1 placement and compaction of controlled fill 5. Prior to placement of controlled fill, observe subgrade and verify that site Field inspection Y Periodic 1 has been prepared properly ACEC/SEAOG SI GL 01-12 B5 of B10 SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT MATERIAL / ACTIVITY APPLICABLE TO THIS PROJECT SERVICE YIN EXTENT AGENT` DATE COMPLETED 1705.7 Driven Deep Foundations 1. Verify element materials, sizes and lengths comply with requirements Field inspection N Continuous 2. Determine capacities of test elements and conduct additional load tests, as required Field inspection N Continuous 3. Observe driving operations and maintain complete and accurate records for each element Field inspection N Continuous 4. Verify placement locations and plumbness, confirm type and size of hammer, record number of blows per foot of penetration, determine required penetrations to achieve design capacity, record tip and butt elevations and document any damage to foundation element Field inspection N Continuous 5. For steel elements, perform additional inspections per Section 1705.2 See Section 1705.2 N See Section 1705.2 6. For concrete elements and concrete -filled elements, perform additional inspections per Section 1705.3 See Section 1705.3 N See Section 1705.3 7. For specialty elements, perform additional inspections as determined by the registered design professional in responsible charge Field inspection N In accordance with construction documents 8. Perform additional inspections and tests in accordance with the construction documents Field Inspection and testing N In accordance with construction documents 1705.8 Cast -in -Place Deep Foundations 1.Observe drilling operations and maintain complete and accurate records for each element Field inspection N Continuous 2. Verify placement locations and plumbness, confirm element diameters, bell diameters (if applicable), lengths, embedment into bedrock (if applicable) and adequate end -bearing strata capacity. Record concrete or grout volumes Field inspection N Continuous 3. For concrete elements, perform additional inspections in accordance with Section 1705.3 See Section 1705.3 N See Section 1705.3 4. Perform additional inspections and tests in accordance with the construction documents Field Inspection and testing N In accordance with construction documents 1705.9 Helical Pile Foundations 1. Verify installation equipment, pile dimensions, tip elevations, final Field inspection N Continuous depth, final installation torque and other data as required. 2. Perform additional inspections and In accordance with tests in accordance with the Field Inspection and testing N construction construction documents documents ACEC/SEAOG SI GL 01- 12 B6 of B10 SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT APPLICABLE TO THIS PROJECT MATERIAL / ACTIVITY SERVICE YIN EXTENT AGENT" DATE COMPLETED 1705.10.1 Structural Wood Special Inspections For Wind Resistance 1. Inspection of field gluing operations of elements of the main windforce-resisting system Field inspection N Continuous 2. Inspection of nailing, bolting, anchoring and other fastening of components within the main windforce-resisting system Shop (3) and field inspection N Periodic 1705.10.2 Cold -formed Steel Special Inspections For Wind Resistance 1.Inspection during welding operations of elements of the main windforce-resisting system Shop (3) and field inspection N Periodic 2.Inspections for screw attachment, bolting, anchoring and other fastening of components within the main windforce-resisting system Shop (3) and field inspection N Periodic 1705.10.3 Wind -resisting Components 1. Roof cladding Shop (3) and field inspection N Periodic 2. Wall cladding Shop (3) and field inspection N Periodic 1705.11.1 Structural Steel Special Inspections for Seismic Resistance Inspection of structural steel in In accordance with Shop (3) and field inspection N accordance with AISC 341 AISC 341 . tructura oo Special Inspections for Seismic Resistance 1. Inspection of field gluing operations of elements of the seismic -force resisting system Field inspection N Continuous 2. Inspection of nailing, bolting, anchoring and other fastening of components within the seismic -force - resisting system Shop (3) and field inspection N Periodic 1705.11.3 Cold -formed Steel Light -Frame Construction Special Inspections for Seismic Resistance 1. Inspection during welding operations of elements of the seismic -force -resisting system Shop (3) and field inspection N Periodic 2. Inspections for screw attachment, bolting, anchoring and other fastening of components within the seismic -force -resisting system Shop (3) and field inspection N Periodic 1705.11.4 Designated Seismic Systems Verification Inspect and verify that that the component label, anchorage or mounting conforms to the certificate Field inspection N Periodic of compliance in accordance with Section 1705.12.3 ACEC/SEAOG SI GL 01- 12 B7 of B10 SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT MATERIAL / ACTIVITY APPLICABLE TO THIS PROJECT SERVICE YIN_ EXTENT AGENT`' DATE COMPLETED 1705.11.5 Architectural Components Special Inspections for Seismic Resistance 1. Inspection during the erection and fastening of exterior cladding and interior and exterior veneer Field inspection N Periodic 2. Inspection during the erection and fastening of interior and exterior nonbearing walls Field inspection N Periodic 3. Inspection during anchorage of access floors Field inspection N Periodic 1705.11.6 Mechanical and Electrical Components Special Inspections for Seismic Resistance 1. Inspection during the anchorage of electrical equipment for emergency or standby power systems Field inspection N Periodic 2. Inspection during the anchorage of other electrical equipment Field inspection N Periodic 3. Inspection during installation and anchorage of piping systems designed to carry hazardous materials, and their associated mechanical units Field inspection N Periodic 4. Inspection during the installation and anchorage of HVAC ductwork that will contain hazardous materials Field inspection N Periodic 5. Inspection during the installation and anchorage of vibration isolation systems Field inspection N Periodic 1705.11.7 Storage Racks Special Inspections for Seismic Resistance Inspection during the anchorage of storage racks 8 feet or greater in Field inspection N Periodic height 1705.11.8 Seismic Isolation Systems Inspection during the fabrication and installation of isolator units and energy dissipation devices used as part of the seismic isolation system Shop and field inspection N Periodic 1705.12.1 Concrete Reinforcement Testing and Qualification for Seismic Resistance 1. Review certified mill test reports for each shipment of reinforcement used to resist earthquake -induced flexural and axial forces in reinforced concrete special moment frames, special structural walls, and coupling beams connecting special structural walls Review certified mill test reports N Each shipment ACEC/SEAOG SI GL 01- 12 B8 of B10 SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT APPLICABLE TO THIS PROJECT MATERIAL / ACTIVITY SERVICE YIN EXTENT AGENT* DATE COMPLETED 2. Verify reinforcement weldability of ASTM A615 reinforcement used to resist earthquake -induced flexural and axial forces in reinforced concrete special moment frames, special structural walls, and coupling beams connecting special structural walls Review test reports N Each shipment 1705.12.2 Structural Steel Testing and Qualification for Seismic Resistance Test in accordance with the quality assurance requirements of AISC 341 Shop (3) and field testing N Per AISC 341 1705.12.3 Seismic Certification of Nonstructural Components Review certificate of compliance for Certificate of compliance designated seismic system N Each submittal review components. 1705.12.4 Seismic Isolation Systems Test seismic isolation system in accordance with ASCE 7 Section Prototype testing N Per ASCE 7 17.8 1705.13 Sprayed Fire-resistant Materials 1. Verify surface condition preparation of structural members Field inspection N Periodic 2. Verify application of sprayed fire- resistant materials Field inspection N Periodic 3. Verify average thickness of sprayed fire-resistant materials applied to structural members Field inspection N Periodic 4. Verify density of the sprayed fire- resistant material complies with approved fire-resistant design Field inspection and testing N Per IBC Section 1705.13.5 5. Verify the cohesive/adhesive bond strength of the cured sprayed fire- resistant material Field inspection and testing N Per IBC Section 1705.13.6 1705.14 Mastic and Intumescent Fire -Resistant Coatings Inspect mastic and intumescent fire- resistant coatings applied to structural elements and decks Field inspection N Periodic 1705.15 Exterior Insulation and Finish Systems (EIFS) 1. Verify materials, details and installations are per the approved Field inspection N Periodic construction documents 2. Inspection of water -resistive Field inspection N Periodic barrier over sheathing substrate ACEC/SEAOG SI GL 01- 12 B9 of B10 SCHEDULE OF SPECIAL INSPECTION SERVICES PROJECT MATERIAL / ACTIVITY SERVICE APPLICABLE TO THIS PROJECT Y/N EXTENT AGENT* DATE COMPLETED 1705.16 Fire -Resistant Penetrations and Joints 1. Inspect penetration firestop Field testing N Per ASTM E2174 2. Inspect fire-resistant joint systems Field testing N Per ASTM E2393 1705.17 Smoke Control Systems 1. Leakage testing and recording of device locations prior to concealment Field testing N Periodic 2. Prior to occupancy and after sufficient completion, pressure difference testing, flow measurements, and detection and control verification Field testing N Periodic * INSPECTION AGENTS FIRM ADDRESS TELEPHONE NO. 1. TESTING AGENCY TO BE DETERMINED BY OWNER 2. KERN & CO., LLC. L CT. SAVANNAH, GA 31406 912-354-8400 3. 4. Notes: 1. The inspection and testing agent(s) shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested. Any conflict of interest must be disclosed to the Building Official prior to commencing work. The qualifications of the Special Inspector(s) and/or testing agencies may be subject to the approval of the Building Official and/or the Design Professional. 2. The list of Special Inspectors may be submitted as a separate document, if noted so above. 3. Special Insepctions as required by Section 1704.2.5 are not required where the fabricator is approved in accordance with IBC Section 1704.2.52 4. Observe on a random basis, operations need not be delayed pending these inspections. Perform these tasks for each welded joint, bolted connection, or steel element. 5. NDT of welds completed in an approved fabricator's shop may be performed by that fabricator when approved by the AHJ. Refer to AISC 360, N7. Are Requirements for Seismic Resistance included in the Statement of Special Inspections? or No Are Requirements for Wind Resistance included in the Statement of Special Inspections? 1{o No DATE: l0 4 ACEC/SEAOG SI GL 01— 12 B10 of 810 Date: To (Company Name): Address: Attention: From: Project Name: Project No.: These Are: Sent Via: Kern (4t. Consulting Engineers • Land Surveyors • Land Planners Architects • Landscape Architects • Environmental Scientist 0., LLC TRANSMITTAL 10/31/18 City of Tybee 403 Butler Ave George Shaw Chad Zittrouer Tybee Island Marine Science Center 120418 For Your Use For Your Comments USPS Mail FedEx/UPS Overnight ❑ For Your Ries ❑ As You Requested ❑ In Person ❑ FedEx/UPS 2nd Day Quantity Item Description 1 Foundation Permit Application Submittal Remarks: ▪ As We Discussed O For Your Review and Approval ❑ Courier El FedEx/UPS Received By: Client Signature Date 7 Mall Court (31406) • P.O. Box 15179 • Savannah, Georgia 31416 • Phone: (912) 354-8400 319 S. Walnut Street, Suite A • Statesboro, Georgia 30458 • Phone: (912) 225-3373 Fes.-• (Q19) 15(,_1R6S - \1/Ph• in.=,.n 4Frn Pnrtin,prinn z-nm Chatham County Board of Assessors: 2018 Property Record Card ... http://boa.chathamcounty.org/DesktopModules/ChathamCountyB... 2018 Chatham County Board of Assessors Property Record Card 'APPRAISER UJPATEL LAST INSP 01/30/2015 APPR 000008 ZONE 4-0001-03-013 3 7 MEDDIN AVE TYBEE ISLAND LOT 2367 RECOMBINATION OF PT OF LOTS 6 & 7 BLK 8, PT LOT 2 & ALL LOT 3 BLK 9 PT OF WRENWOOD AVE & US COAST GUARD PROPERTY FT SCREEN WD PRB 48P 90 TYBEE ISLAND I CAMA ASMT CITY OF 1991,800 991,800 LAND 2 PO BOX 27491 BLDG 0 TYBEE ISLAND GA 31328-27491 OBXF 0 1991,800 991,800 Cost - MS .SALES BOOK INS VI QU RSN PRICE, PAGE COMMENTS: 02 Feb 2015 05 Aug 2014 SPLIT PROCESSED AND CARRIED OVER PRIOR LAND ADJUSTMENTS THAT WERE ALREADY IN PLACE. TY2015 NEW PIN; COMBINATION OF 4-0001 -03-011 & PT OF 4-0001 -03-(008 & 010) & PT OF 4-0001 -13-008 PRB 48P 90 CODES PROPERTY 0006 RESIDENTIAL! USE UTA 0004 Tybee Island NBHD 020204.00 T204 TYBEE BEACHFRON EXEMPTIONS El 1 HISTORY LAND IMPR TOTAL 12017 991,800 991,800 Camal i 12016 991,800 991,800 CamaI !2015 991,800 991,800 Cama: [Click for larger picture AGI I LAND I ID# USE DESC FRONT DEPTH UNITS /TYPE PRICE ZONING LCTN TOPO OTHER ADJ1 ADJ2 ADJ3 ADJ4 MKT VALUE 147099 ATLANTIC OCEAN FRONT 70 228 70.00-FF 19000.00 RI ED -20 DP -10 957600 147100 ATLANTIC OCEAN FRONT 10 228 10.00-FF 19000.00 RI ED -20 DP -10 SZ-75 34200 1 of 1 12/26/2018, 8:25 AM DAVIS ENGINEERING, INC. PO Box 1663 Tybee Island, Georgia 31328 Tel. (912) 695-7262 dkdbus@gmail.com December 20, 2018 George Shaw Director of Community Services City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: Marine Science Center — North Beach Dear Mr. Shaw: (3?Die i V r I reviewed the Thu, Dec 13, 8:14 AM electroninc submittal from Chad Zittrouer. Chad advised that the revision was only for the reconfiguration of the stormwater detention facility. My prior concurrence stands. I have reviewed the site design submittal for the above referenced project. My review is limited to drainage issues and other land disturbing activities. I have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density or other zoning, tree protection or subdivision regulation issues. Within the scope of my design review, to the best of my knowledge and belief, it is my opinion that, the drainage design meets the requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by any other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter Sincerely, Downer K. Davis, Jr., P.E. President cc: Lisa Schaaf 2170310C_ Lisa Schaaf From: Sent: To: Subject: Attachments: George and Lisa, Downer Davis <dkdbus@gmail.com> Thursday, December 20, 2018 4:13 PM George Shaw; Lisa Schaaf Re: Dropped call 2170310C_.pdf Attached is my updated concurrence letter. On Thu, Dec 13, 2018 at 1:54 PM Downer Davis <dkdbus@gmail.com> wrote: George, I've already concurred. As the Engineer represents that only the shape of the stormwater detention has changed, my review is limited to that. Although a permit has not been issued yet, this could be considered a construction "field" change. Only the shape of the stormwater detention appears to have been changed. Now, there is one discussion between Engineer, the Marine Science Center, and Tybee that I'd like to be copied on; safety issue regarding the stormwater detention basin. If the drain/oerc, time is short enough, if opaque fencing is warranted around the basin, etc... I'm not recommending holding up the permit for this. Additional measures may not be warranted, but an evaluation of such, is. The Director of Public Works might need to be included on this discussion. Let me know if you need anything else. Downer On Thu, Dec 13, 2018 at 8:14 AM Chad Zittrouer <CZittrouer@,kernengineering.com> wrote: Downer, Per our conversation yesterday, attached are the final plans for the Marine Science Center. The detention volume (currently 7,080 cf, previously 7,060 cf) is slightly larger the approved plans from November 2017 and the bottom of pond elevation is still 12" — 18" above the high water table to allow infiltration. Let me know if you have any questions. We have avoided anything in the DNR jurisdiction. Please give me a call if you have any questions. Thanks, 1 Chad Zittrouer, P.E. President Kern & Co., LLC czittrouer@kernengineering.com 912-354-8400 — office 912-547-5894 - mobile From: Chad Zittrouer Sent: Wednesday, November 14, 2018 9:32 AM To: 'Downer Davis' <dkdbus@gmail.com> Cc: George Shaw <gshaw@cityoftybee.org> Subject: RE: Dropped call Understood, we are going to proceed with the 100-yr dry detention contained on our site (just in a new location) as it was approved in December 2017. I will provide the updated plans and hydro summary later today. Thanks for your assistance. Chad Zittrouer, P.E. President Kern & Co., LLC czittrouer@kernengineering.com 912-354-8400 — office 912-547-5894 - mobile From: Downer Davis [mailto:dkdbus@gmail.com] Sent: Wednesday, November 14, 2018 9:28 AM To: Chad Zittrouer<CZittrouer@kernengineering.com> Cc: George Shaw <gshaw@cityoftvbee.org> Subject: Re: Dropped call 2 Chad, Any area landward of the DNR's toe -of -dune line, can be considered for perc. The other areas I mentioned were obviously dune sand that the DNR had not included in their jurisdiction. With the very high rate of perc from such sands, you may find that's your solution. I do not have any authority or right to concur with any areas seaward of the DNR's toe -of -dune jurisdiction line being used without their agreement. Hope this helps. Downer On Tue, Nov 13, 2018 at 12:19 PM Downer Davis <dkdbus a,gmail.com> wrote: Chad, Briefly Your request is simple enough as I understand it; Move the prevIously approved dry pond to the rear, reduce the storage from the approved 100 -year storage to the 25 -year, and use the dunes to receive additional runoff from the 100 -year storm. I'll need your report to document the ability of the dunes to perc the overflow. I fully anticipate this can easily be documented by you. However, I the past such requests were for small rear yard areas with dune type sands outside the authority of the DNR CRD. For you to discharge this runoff I request DNR concurrence. Tybee had to do similar with our subsurface bored drains beneath the dunes in the south end. The DNR'sbiggest concern was how much increased runoff would affect and possibly change dune vegetation. Deb Barerro was involved as I remember. 3 Downer On Tue, Nov 13, 2018 at 12:07 Chad Zittrouer <CZittrouer cr,kernengineering.com> wrote: Downer, I spoke with George, still have a question for you. The previous design provided detention for the 100 -year storm for the site (December 2017). We do intend to go back to a dry detention basin (at a new location) in lieu of an underground detention basin per our meeting with the Marine Science Center Committee this morning. I have also done some additional research to investigate the area between the existing parking lot (our development site) and the dunes. These elevations are around 7-8. My question is in lieu of providing detention volume for the 100-yr storm event, I am proposing to provide detention volume for the 25 -year storm event with an overflow from the detention basin to the depressed area between our development and the dunes for the 50 & 100 -year storm events. This would reduce the size of our detention basin and not cause any flooding to any of the surrounding properties. I acknowledge formal submittals need to be made, however, I am asking if the proposed scenario would be considered prior to finalizing drawings and a hydrology report. We do have adequate areas to provide detention for the 100-yr basin on site. However, it is our opinion that a reduced requirement for detention while not causing any damage or harm to surrounding properties would allow the Marine Science Center the opportunity to utilize our space for future exhibits and educational purposes. Thanks for your consideration of the request to reduce the detention requirement from the 100-yr storm to the 25- yr storm to be detained on site as long as we are able to prove that this would not result in flooding issues to the surrounding properties. Chad Zittrouer, P.E. President Kern & Co., LLC czittrouer@kernengineering.com 4 912-354-8400 — office 912-547-5894 - mobile From: Downer Davis [mailto:dkdbus@gmail.com] Sent: Tuesday, November 13, 2018 11:38 AM To: Chad Zittrouer<CZittrouer@kernengineering.com>; George Shaw <gshaw@cityoftybee.org> Subject: Dropped call Chad Call dropped. George said he'd call you. Downer Davis (912) 695-7262 dkdbus@gmail.com Downer Davis (912) 695-7262 dkdbus(aigmail.com Downer Davis (912) 695-7262 dkdbus@gmail.com Downer Davis (912) 695-7262 dkdbus@gmail.com Lisa Schaaf From: Sent: To: Cc: Subject: Attachments: Downer, Chad Zittrouer <CZittrouer@kernengineering.com> Thursday, December 13, 2018 8:15 AM Downer Davis George Shaw; Lisa Schaaf RE: Dropped call TIMSC CIVIL 11.14.18.pdf Per our conversation yesterday, attached are the final plans for the Marine Science Center. The detention volume (currently 7,080 cf, previously 7,060 cf) is slightly larger the approved plans from November 2017 and the bottom of pond elevation is still 12" — 18" above the high water table to allow infiltration. Let me know if you have any questions. We have avoided anything in the DNR jurisdiction. Please give me a call if you have any questions. Thanks, Chad Zittrouer, P.E. President Kern & Co., LLC czittrouer@kernengineering.com 912-354-8400 — office 912-547-5894 - mobile From: Chad Zittrouer Sent: Wednesday, November 14, 2018 9:32 AM To: 'Downer Davis' <dkdbus@gmail.com> Cc: George Shaw <gshaw@cityoftybee.org> Subject: RE: Dropped call Understood, we are going to proceed with the 100-yr dry detention contained on our site (just in a new location) as it was approved in December 2017. I will provide the updated plans and hydro summary later today. Thanks for your assistance. Chad Zittrouer, P.E. President Kern & Co., LLC czittrouer@kernengineering.com 912-354-8400 — office 912-547-5894 - mobile From: Downer Davis jmailto:dkdbus@gmail.com] Sent: Wednesday, November 14, 2018 9:28 AM To: Chad Zittrouer <CZittrouer@kernengineering.com> Cc: George Shaw <gshaw@cityoftybee.org> Subject: Re: Dropped call Chad, 1 Any area landward of the DNR's toe -of -dune line, can be considered for perc. The other areas I mentioned were obviously dune sand that the DNR had not included in their jurisdiction. With the very high rate of perc from such sands, you may find that's your solution. I do not have any authority or right to concur with any areas seaward of the DNR's toe -of -dune jurisdiction line being used without their agreement. Hope this helps. Downer On Tue, Nov 13, 2018 at 12:19 PM Downer Davis <dkdbus@gmail.com> wrote: Chad, Briefly Your request is simple enough as I understand it; Move the prevIously approved dry pond to the rear, reduce the storage from the approved 100 -year storage to the 25 -year, and use the dunes to receive additional runoff from the 100 -year storm. I'll need your report to document the ability of the dunes to perc the overflow. I fully anticipate this can easily be documented by you. However, I the past such requests were for small rear yard areas with dune type sands outside the authority of the DNR CRD. For you to discharge this runoff I request DNR concurrence. Tybee had to do similar with our subsurface bored drains beneath the dunes in the south end. The DNR'sbiggest concern was how much increased runoff would affect and possibly change dune vegetation. Deb Barerro was involved as I remember. Downer On Tue, Nov 13, 2018 at 12:07 Chad Zittrouer <CZittrouernkernengineering.com> wrote: Downer, I spoke with George, still have a question for you. The previous design provided detention for the 100 -year storm for the site (December 2017). We do intend to go back to a dry detention basin (at a new location) in lieu of an underground detention basin per our meeting with the Marine Science Center Committee this morning. I have also done some additional research to investigate the area between the existing parking lot (our development site) and the dunes. These elevations are around 7-8. My question is in lieu of providing detention volume for the 100-yr storm event, I am proposing to provide detention volume for the 25 -year storm event with an overflow from the detention basin to the depressed area between our 2 development and the dunes for the 50 & 100 -year storm events. This would reduce the size of our detention basin and not cause any flooding to any of the surrounding properties. I acknowledge formal submittals need to be made, however, I am asking if the proposed scenario would be considered prior to finalizing drawings and a hydrology report. We do have adequate areas to provide detention for the 100-yr basin on site. However, it is our opinion that a reduced requirement for detention while not causing any damage or harm to surrounding properties would allow the Marine Science Center the opportunity to utilize our space for future exhibits and educational purposes. Thanks for your consideration of the request to reduce the detention requirement from the 100-yr storm to the 25-yr storm to be detained on site as long as we are able to prove that this would not result in flooding issues to the surrounding properties. Chad Zittrouer, P.E. President Kern & Co., LLC czittrouer@kernengineering.com 912-354-8400 — office 912-547-5894 - mobile From: Downer Davis [mailto:dkdbus@gmail.comj Sent: Tuesday, November 13, 2018 11:38 AM To: Chad Zittrouer<CZittrouer@kernengineering.com>; George Shaw <gshaw@cityoftybee.org> Subject: Dropped call Chad Call dropped. George said he'd call you. Downer Davis (912) 695-7262 dkdbus(4mail.com 3 Lisa Schaaf From: Downer Davis <dkdbus@gmail.com> Sent: Monday, November 05, 2018 11:00 AM To: George Shaw Cc: mariatprocopio@gmail.com; Chad Zittrouer; Lisa Schaaf Subject: Fwd: Tybee Island Marine Science Center Attachments: 11.22.17response.pdf; SITE-11.14.17.pdf; Hydrology CSS.pdf To All, I regret it taking 10 business days from the City's receipt of the (plans only) resubmittal of site work. The morning of 220CT2018, when Lisa sent this to me, I and my wife were allowed to enter the City of Mexico Beach, FL to begin urgent corrections for the protection of our family beach shack. We did not leave the secured City entrances and there was no Internet service. I only returned late SUN night a week ago. Now that I've resettled, to the review... George, As these comments are all rather technical and I do not expect much input from the City, for expedience, I'm copying Chad and Maria. I cannot find where Chad submitted the response letter or drainage calcs to you. I'm forwarding them to you. They may required revision (see comment #7). Based on these and the plans Lisa sent on the 22nd (that I reviewed desktop in his office earlier this morning), my comments are as follows: 1. On C2, I could not find where the Sd1-S sediment barrier was clearly labeled as being single or double row, but the drafting indicated there were areas of both. Double row is only required near sensitive areas (within 200') such as the dunes. Please clarify if the use of double is a designer preference or if these areas are within 200' of stater waters, Being the normal high tide. As M2 states there are no state waters within 200' of this project (the normal high tide considered) and the disturbed area is less than 1 acre, I haven't required an NRCS technical review . 2. On C4, the previous wooden walk has been changed on the south side of the building. I cannot tell if the materials are still wood decking with spaces between boards (for it to be still considered as pervious) or if other materials are being used. As I could not find elevations on them, I am of the belief that the building plan reviewer will address all H'cpd/ADA issues regarding the ramp. 3. On C4, the invert of the underground stormwater storage is shown to be IE3.75, which is about 5' below the existing ground. The prior pond was at 6.0 to account for groundwater level not being considered in the storage area. Clarification is needed that all required storage is above the groundwater level or that the storage is water tight, anchored to prevent buoyancy challengers, and that adequate outfall if provided. Based upon the sand bedding, holes drilled in the bottom of the pipe etc... I have concerns that this was not considered. Documentation of the 1 4. On C4, what is the purpose of the 15LF of 18" ADS pipe? How does it terminate, what is the west IE , flow direction, ...? 5. On C4 what is the IE of the drainage pipe from the parking lot at the discharge into the underground storage? 6. On C4, where are the ports, manholes, etc... necessary for maintenance? 7. The stormwater storage has been changed from dry pond with sloped banks to circular submerged pipes, bedded in sand, at a lower elevation. It's highly unlikely that the discharge effect will be the same. A revised pond routing report will be required along with justification for going beneath the previously determined high ground water level. By copy of this letter, I'm requesting Chad not hestitate to advise if I'm overlooking anything. I've not done a complete review but only addressed the changes he's advised were made. Downer Forwarded message From: Chad Zittrouer <CZittrouer@kernengineering.com> Date: Wed, Nov 22, 2017 at 2:05 PM Subject: Tybee Island Marine Science Center To: Downer Davis <dkdbus a,gmail.com> Downer, Please take a look at the attached and let me know if you have any questions. Thanks, Chad Zittrouer, P.E. President Kern & Co., LLC czittrouer@kernengineering.com 912-354-8400 — office 912-547-5894 - mobile 2 Lisa Schaaf From: Chad Zittrouer <CZittrouer@kernengineering.com> Sent: Friday, October 19, 2018 7:46 AM To: George Shaw Cc: Lisa Schaaf; mariatprocopio@gmail.com; Downer Davis; cclements@sottile.cc Subject: RE: Tybee Island Marine Science Center Attachments: TIMSC CIVIL 10.17.18.pdf -- da5a 5ek - wr'e.Y /4514 George, We are moving forward with the TIMSC project and hope to break ground in a week or two. The plan was approved by council late last year. Attached you will find a new set of construction plans which has been modified as follows from the previously approved set. Let me know if we need to get hard copies delivered and how many sets you will need. • Incorporate CADD building footprint, previously we had the building with the same dimensions shown. However, we previously did not have the CADD file to reflect the complete layout. This has now been incorporated. • Incorporate underground detention. The storage volume provided matches the previous volume that was provided with the dry detention basin. • The sanitary sewer has been extended to pick up a bathroom location that was added. • Incorporation of recombination plat. I'm also copying Downer on this email requesting his review of the attached plans. Thanks, Chad Zittrouer, P.E. President Kern & Co., LLC czittrouer@kernengineering.com 912-354-8400 - office 912-547-5894 - mobile From: Downer Davis [mailto:dkdbus@gmail.com] Sent: Monday, November 27, 2017 12:28 PM To: George Shaw <gshaw@cityoftybee.org> Cc: Lisa Schaaf <Ischaaf@cityoftybee.org>; Chad Zittrouer <CZittrouer@kernengineering.com>; mariatprocopio@gmail.com Subject: Fwd: Tybee Island Marine Science Center I'm sending my concurrence letter and invoice in a separate email. George and Lisa, the response letter by Chad is one of the few that I'd recommend providing as examples of clear response. Cutting and pasting my comments in italics greatly clarifies what they are responding to. Additionally, they've gone beyond "complied" or "done" with a representation of their revision. Downer 1 Forwarded message From: Chad Zittrouer <CZittrouer@kernengineering.com> Date: Wed, Nov 22, 2017 at 2:00 PM Subject: Tybee Island Marine Science Center To: Downer Davis <dkdbus@gmail.com> Downer, Please take a look at the attached and let me know if you have any questions. Thanks, Chad Zittrouer, P.E. President Kern & Co., LLC czittrouer@kernengineering.com 912-354-8400 — office 912-547-5894 - mobile Downer Davis (912) 695-7262 dkdbus@gmail.com 110 MARK FOUND ON'y+a CH AMBER SYSTEM , STORAGE V IVAIE, 190 LF 42" GATED HDPE C IE 3. 75 DIVALENT. r HOLES 0 24" 0. C. TUOM OF PIPE AND IN FILTER FABRIC FOR BEDDING. 40 LF 181 ADS o 0.30% 9.50 T'P 15 LF 1B- ADS 4 0.34% 'B 'E LAND 'RINE - ' J PAVEMENT 9. 501P D.N.R. PIN FLAG PT. N • Z ro +v(a Op LI W011F CE 9.25TW/TP 9. _ 5OTW 9.44TP .V G Fr RTION OF 2. 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