The URL can be used to link to this page

Home My WebLink AboutEngineering Cool and Cobb Engineering Company Date: 12/9/2020 Job: Pam Groothouse Location: 5508 Melville Rd. Fort Pierce, FL 34982 PUSH PIER DESIGN ANALYSIS The load requirements for the piers designed to assist in supporting the identified areas of the subject residence were determined.The selected pier locations and the specific piling are identified on the Pier Identification and Location Plan attached.The calculated total loads on the piers in the specific location, including both dead and live loads are documented in the attached table which is designated as Attachment"A". Based on the total load requirements for each of these piers,the push pier driver is to be employed.The push pier driver should be employed with a calculated load of 12,000 lbs.,which will provide pier capacity, including the 2 to 1 safety factor of 24,000 lbs.which is greater than the maximum calculated total load of 12,000 lbs.which occurs on the pier identified as no. 1 . Based on this analysis,the use of the push pier driver for the push piers with a specific load of 24,000 lbs. and a minimum depth of 15' is approved and certified as meeting all the requirements of the Florida Building Code 2017 6th Edition,and good engineering practice.This is not to be the primary support structure, but a supplement support to assist in support of the weight of the structure, which will reduce the total pressure on the existing soils.After completion of installation,Cool and Cobb Engineering Company shall be supplied with a drilling log of the location and depths of each pier installed so they can evaluate the installation and prepare the"As Built"drawings. General Notes: 1. All piers to be installed in accordance with ICC ES AC 358 2. A log of each pier to be kept by Contractor noting depth for each pile. 3. Piers installed less than 48"apart are to be battered 10'away from each other. 4. This design is based on the loads of the structure placed on the shallow soils under the structure. 5. No deep soils geotechnical testing information was provided for this design. 6. This design does not address any possible sink hole activity as defined in Florida Statute§627.706. 12/9/2020 Carl Cool, P.E. State of Florida E�Cof,,� Digitally signed Professional Engineer No. 16921 by Carl E Cool This Item has been = STATE OF �= Date: 2020.12.09 electronically sealed by Carl ''. s' Q��" �.`• '''.S;�N�� 15.36:04 -05'00' Cool using a digital signature 203 W. Main St. and date. Printed copies of this Avon Park, FL 33825 document are not considered CA No. 29713 signed and sealed and the Office: (863) 657-2323 signature must be verified on Fax: (863) 657-2324 any electronic copies. Cool and Cobb Engineering Company Date: 12/9/2020 Job: Pam Groothouse Location: 5508 Melville Rd. Fort Pierce, FL 34982 POLY DESIGN ANALYSIS The load requirements for the structural polyurethane injections are designed to assist in supporting the identified areas of the subject residence were determined.The selected injection locations and the specific injection are identified on the Injection Identification and Location Plan attached. The design of the injected Polyurethane is certified as meeting all of the requirements of the Florida Building Code 2017 6th Edition, and good engineering practice.This is not to be the primary support structure, but a supplement support to assist in support of the weight of the structure,which will reduce the total pressure on the existing soils.After completion of installation,Cool and Cobb Engineering Company shall be supplied with a log of the location and depths of each injection installed so they can evaluate the installation and prepare the"As Built"drawings. General Notes: 1. All injections to be installed in accordance with ICC ES AC 358 2. A log of each injection to be kept by Contractor noting depth installed for each injection. 3. This design is based on the loads of the structure placed on the shallow soils under the structure. 4. No deep soils geotechnical testing information was provided for this design. 5. This design does not address any possible sink hole activity as defined in Florida Statute§627.706. 12/9/2020 Carl Cool, P.E. State of Florida Professional Engineer No. 16921 This Item has been electronically sealed by Carl Cool using a digital signature and date. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Carl Cool P.E. 203 W. Main St. Avon Park, FL 33825 License No. 16921 CA No. 29713 Office: (863) 657-2323 Fax: (863) 657-2324 NOTES.' CONSTRUCTION: SERVICE PRODUCT TYPES FOUNDATION: Poured Concrete Ei 1st Story-Brick Veneer ❑ Qn Concrete Block El Full Masonry ❑ • TMG MODEL 300 PUSH PIER Stone-Cut El Concrete Frame El • TMG MODEL 250 PUSH PIER D® Rubble ❑ 2nd Stogy-Brick Veneer❑ CS ❑ W/O ❑ Full Masonry ❑ TMG STEEL CRAWL SPACE JACK B ❑ S ® Frame ❑ 4X6 TREATED WOOD SUPPORT BEAM AGE 1981 Concrete Block ❑ SLAB THICKNESS 4-6° 3rd Story-Brick Veneer ❑ ® CHEMICAL GROUT 5 Gallons ROOF TYPE comp Full Masonry ❑ SIDING TYPE Stucco Frame ❑ Concrete Block ❑ FOOTING TYPE Mono EXISTING JOIST---NA— SUB FLOOR TYPE NA JOIST SPACING NA FLOOR COVERING NA SIZE EXISTING BEAM NA r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10 9 8 11 20 (:728 E �23 12 7 a 10 13 41 3 6 SpAA 26 10 ( 260 10 20 5 BAS ( 205 1 4 22 28 16 6 24 1 213 33 020 15 $ 0 22 r-. Polyurethane injection Stabilize small area of slab This nem has been 12/9/2020 Cool and Cobb Engineering Co. electronically sealed by Carl Carl E.Cool,P E. 203 W.Main St. Cool using a digital signature and date.Printed copies of this PE#16921 Avon Park,FL 33825 document are not considered (11IRT INFO signed and sealed and the signature must be verified on 11/11/20 any electronic copies. Stable Foundation Pam Groothouse ,-1 MIKE WRIGHT solutions, Inc. 772-777-6968 5508 Melville Road 2 NW CR236 STE 30 High Foundation Estimator High Springs,FI.32643 -321-246-6703 Fort Pierce 34982 Office 833-982-0311 mike@stablefoundation inc.com stablefoundationinc.com SERVICE PLAN Cool and Cobb Engineering Company Date: 12/9/2020 Job: Pam Groothouse Location: 5508 Melville Rd. Fort Pierce,FL 34982 Attachment"A" Total Load on Pile (Live Load+Dead Load) PILE NO. TOTAL CALCULATE LOAD 1 12,000 lbs 2 12,000 lbs 3 12,000 lbs 4 12,000 lbs 5 12,000 lbs 6 12,000 lbs 7 12,000 lbs 8 12,000 lbs 9 12,000 lbs 10 12,000 lbs 11 12,000 lbs 12 12,000 lbs 13 12,000 lbs Maximum Total Load on Pile: 12,000 lbs Cool and Cobb Engineering Co. 12/9/2020 203 W.Main St. This Item has been Carl E.Cool,P.E. Avon Park,FL 33825 electronically sealed by Carl PE#16921 Cool using a digital signature CA#29713 and date.Printed copies of this document are not considered signed and sealed and the signature must be verified an any electronic copies. .22 0 1 „ �32 ® 8"�I 1-8 All Thread 2 18„ 2 TMG Manufacturing NAME DATE TITLE: www.imgmfg.- DRAWN Name 1-1-2013 5517 W.Sligh Ave.Suite 100 Hidden Bracket Assembly Tampa,Florida 33634 CHECKED Name 1-1-2013 (813)4642299 ENGAPPR. iMG 3-142018 SIZE DWG. NO. REV 12/9/2020 Cool and Cobb Engineering Co. MATERIAL 1 1 //� TOLERANCES UNLESS OTHERWISE SPECIFIED: 5O 1 3O OO 1 L 1 Carl E.Cool,P.E. 203 W.Main St. x/x«1/16; ANGLES:,• N/A PE#16921 Avon Park,FL 33825 FINISH None SCALE: 1:8 WEIGHT:38.81 SHEET 1 OF 1 5 4 3 2 1