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Home My WebLink AboutMISC EMAIL)�IKROPUL Now Including, IFD Products LIBERTY TIRE RECYCLING LLC Attn: Keith Bloomer / Jared Greenberg 9675 Range Line Road Port St. Lucie, FL 34987 Re: Filter Efficiency Statement Specification: Pneumafil Reverse Air Filter Model Number: Max AirFlow: Air to Cloth Ratio: Media Area: Blower Horsepower: Rotating Horsepower: `Pressure Drop: Bag Type: 11.5-320-12 49,000 CFM (Max) 10:1 (Max) 4800 sq.ft. 15 hp 1/4 hp 2-4" wg 16 oz. polyester 4500 Chesapeake Drive Charlotte, NC 28216 Tel: 704-998-2600 Fax:704-998-2603 OUANNED BY ;f t_ude County These filters in like new condition are 99.96% efficient when applied to wood dust at an air -to -cloth ratio less than 10 to 1 and running at a pressure drop between 2-4" W.G. If the inlet dust loading concentration does not exceed 5 grains per cubic foot, and it is typically no more than 3 grains per foot, then the outlet dust concentration is 0.0012 grains per cubic foot of air, which is lower than the EPA standard. At 3 grains per cubic foot = (6879 mg/cu.m.) times 99.96% efficient equals an outlet dust concentration of 2.75 mg/cu.m., which is lower than the OSHA standard, 15mg/cu.m. These conclusions listed above are based on testing done at various furniture plants in the United States with an average rating of 99.96% efficiency. `For pressure drops of 1.5"-1.90" W.G. & 4.1"- 6.0" W.G. with grain loading and air to cloth ratio per above, then the efficiency is expected to be 99.90%. Please call me if you need additional information. Sincerely, Sherree Moore Aftermarket Parts & Service Sales Mikropul LLC / Pneumafil LLC 704-398-7699 phone 704-998-2603fax smoore(@mikrooul.com smoore ftneumafil.com ,!dKRoPUL Now Includiniz /FD Products August 18, 2015 LIBERTY TIRE RECYCLING LLC Attn: Keith Bloomer/Jared Greenberg 9675 Range Line Road Port St. Lucie, FL 34987 Reference: Pneumafil Reverse Air Model 11.5-310-12 To Whom It May Concern: 4500 Chesapeake Drive Charlotte, NC 28216 Tel: 704-998-2600 Fax:704-998-2603 ovHNNED BY 0 i_ude County Enclosed is a drawing with dimensions and specifications for a Pneumafil 11.5 reverse air filter. We are unable to 'sign and seal' this drawing because it a general arrangement drawing and not a certified drawing as we cannot verify the origin of the filter. These units are often bought and re -sold from their original locations. I found out that our liability and insurance doesn't allow us to certify a print unless it is provided for the original purchaser upon manufacture. I hope this will provide what you need for the city. And, I also hope you understand our position regarding the PE signature. Please call me if you need additional information. Sincerely, Sherree Moore Aftermarket Parts & Service Sales Mikropul LLC / Pneumafil LLC 704-398-7699 phone 704-998-2603 fax smoore(cDmikropul.com smoo re(a) pneu mafi I. co m Joe Cicio From: Joe Cicio Sent: Wednesday, September 23, 2015 9:42 AM To: 'martyatdonwillemsbld@comcast.net' Cc:'kbloomer@libertytire.com'; 'Jared Greenberg'; 'Brad Currie'; Joe Cicio Subject: Review Comments for Permit Number 1509-0233 SCANNED Attachments: Repo rt_FL_Review_Comments_Noncompliantjrf.pdf BY St. Lucie COUm Dear St. Lucie County Permit Applicant, Please see the attached plan review comments which have been generated for your permit. As soon as we receive the modified plans and any additional required documentation back from the design professional, contractor or owner we will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to permitting for permit issuance. Thank You, lfooeAll wr &&1 Plans Examiner II Standard Building Inspector Building Plans Examiner One and Two Family Dwelling Inspector One and Two Family Plans Examiner St L_wU� Cous fy Pla en wi.Kg a.Kd Dlzvel.ohvw Servt aey Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. FLaRiDA ENGINEERING AND DESIGN, INC To: Keith Bloomer General Manager- Port St. Lucie Liberty Tire Recycling, LLC 9675 Range Line Rd Port St. Lucie, F134987 Phone:(772)-645-0477 Email: kbloomer@libertytire.com SCANNED BY St. Lucie Countv Date: 12/08/2015 Project Number: 14-1440-Task 12 &13 Project Name: Analysis of Baghouse Support Structure "Adjacent to Building 4" Drawing Number: 04-GA-06 Rev 1 Permit#: W9 33 This letter is to certify that Engineer of Record "Ahmadreza Sedaghat" visited the Liberty Tire Recycling project site on 12/07/2013 and inspected the Baghouse structure and foundation. It appeared that the Baghouse including structural elements, foundation, bolts and welds were constructed in accordance with Drawing # 04-GA-06 Rev 1. laa/o/ o.o15-- Ahmadreza Sedaghat, PE Structural Engineer P.E.# 74461 pep REZA S _ 9 * ' No. 74461iz O , STATE OF ; L �NG\\III, I�N Florida Engineering and Design Inc, 255 County Rd 555 South, Bartow, F133830 Cell: 813-406-2566 Office: 863-665-6363 Email: ahmadreza.sedaghat@fedinc.com - .,� i ` ,f. II FL®RIDA ENGINEERING AND DESIGN, INC To: Keith Bloomer General Manager- Port St. Lucie Liberty Tire Recycling, LLC 9675 Range Line Rd Port St. Lucie, F134987 Phone:(772)-645-0477 Email: kbloomer@libertytire.com a ce�'V d 120 S Date: 7/24/2015 pUG Public worKs S= Lucie GounTY, FL SCANNED BY St. Lucie.County Project Number: 14-1440-Task 8- Baghouse, Durripster and Compactor Foundation Design in Building 4 Project Name: Liberty Tire- Task 8- FTR-2015-03 Drawing Number: 04-C-001 & 04-C-002 It appeared to the Engineer of Record (Ahmadreza Sedaghat) responsible for foundation design of this project that the note appeared as " Compact Backfill to 95% proctor before pouring the concrete foundation is not required to be executed by the concrete contractor since there is no backfill of any type may occur in this project. Ahmadreza Sedaghat, PE Structural Engineer P.E.# 74461 Florida Engineering and Design Inc, 255 County Rd 555 South, Bartow, F133830 Cell: 813-406-2566 Office: 863-665-6363 Email: ahmadreza.sedaghat@fedinc.com cZA sg4ogc No. 74461- T'� �r 7::,A0 1` STATE OF L 8- Evaluation of the Baseplate Anchor Bolts strength for Rigid Connections under Wind Loading Maximum Moment due to Wind Loading on the Concrete Foundation, 68.5 Mu (kip-ft), From Table 3 Total Number of Anchor Bolts, for one base plates 2 Distance between Bolts along the Applied Moment (ft) 6.46 Diamter of the bolts in 0.75 Yielding strength of the bolts ksi 36 Ultimate Strength of the Bolts si 58 Allowable tensile strength = 0.75 FuAb = 0:375F�Ab 2.00 Allowable Strength of the Bolts (Kips) 9.6 Maximum Applied Force on a Single 9.6 (kips)> 2.7 The Designis Bolt due to the Moment Resulted from 2.7 (kips) Adequate the Wind Loading (kips)