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HomeMy WebLinkAboutMISC EMAILSG VELCON GROUP, INC. ErommRs & Suavevoas October 05, 2015 Edmund Bas St. Lucie County Public Works - Engineering Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Re: Minor Site Plan Application Family Dollar - Lennard Road 10331 SE Lennard Road, Port St. Lucie, FL 34952 S12, T37S, R40E SCANNt, BY St. LUCiP Cni Dear Mr. Bas, We have received your constructability comments dated August 11, 2015. The following responses correspond to the comments provided: 1. A note has been added to Sheet 1 regarding the crosswalk striping. 2. The stamped concrete section is the same as the concrete pavement section indicated on Sheet 1. No additional detail is needed. 3. 6 of separation is demonstrated on the interference point detail. Also, there are no minimum requirements for crossing of drainage pipe. 4. The only required cover is the amount indicated for the pavement section as this is' hot a FDOT roadway and will receive minimal traffic when compared to a roadway. This is standard practices -vithin private parking areas.. 5. The typical pavement sections indicated on Sheet 1 and Sheet 3 have been updated so that they are consistent with each other. 6: 9. Since all of the pavement is proposed and no work is proposed under 9xisting pavement, the Replacement of Flexible Pavement Detail has been removed from Sheet 3. Should you have any questions on the above, please contact, our office at your earliest convenience. Sincerely, Randy R dge The Velcon Group, Inc. Attachments Cc: File 12-066ENG (w/ aft) N:\COMMERCIAL PROJECTS\12-JOBS\12-066 Family Dollar Lennard Road\SLC\Public Werks\12-0665LC PW 10-05-15.doc "I" QvI_A(.59 Joe Cicio From: Sent: To: Subject: Thank you, Joe. Ernesto Velasco, P.E. Velcon Group, Inc. Engineers & Surveyors 772 879 0477 emestov@velcongroup.com Ernesto Velasco <ernestov@velcongroup.com> Tuesday, August 30, 2016 10:14 AM Joe Cicio RE: Family Dollar From: Joe Cicio [mailto:cicioj@stlucieco.org] Sent: Tuesday, August 30, 2016 9:33 AM To: Ernesto Velasco Cc: Joe Cicio Subject: RE: Family Dollar Hello Ernesto, BCANNtL, BY St. Lucie Cn„n, Our water and sewer inspections pertain to on -site piping installations. We are needing approval for the underground water and sewer lines from the city connections to the building . These were previously covered and not left open for our inspectors. We need an original letter of approval for plan compliance and compliance with the 2014 fbc [ plumbing ] Thank You Plans Examiner II Standard Building Inspector Building Plans Examiner One and Two Family Dwelling Inspector One and Two Family Plans Examiner St Lue i,& C.ou* y Fla.vuti.i" a*L& DevelorAv4,K+ServUz:s AUG 3 1 RECD How ** Flease-cowvta.ot-Corl. Fefe-rso%ti, 13v-i .oLi,ng OffusiaL a,l- p� o�vy@ghy4Aeeoorg iv-w your wuggeyhowy, a*td. feeAbac ,. From: Ernesto Velasco [mailto:ernestov@velcongroup.com] Sent: Tuesday, August 30, 2016 9:19 AM To: Joe Cicio <cicioj@stlucieco.org> Subject: Family Dollar .ld Good morning Joe, Hope all is well. I am reaching out to you at the request of Garrett Almond, with Hutton Construction, who is in charge of the Family Dollar project on Lennard Road. He had shown me paperwork with open/pending items with regard to his permit status with the County, and in particular, water and sewer service to the site. As you know, the project is serviced by the City of Port St. Lucie Utilities Department. The contractor is in the process of finalizing installation of the station and our paperwork and certification to the City should be finished, hopefully, sometime in the next month. Please let me know if we need to provide paperwork to you in order to close the project out with St. Lucie County. Thank you, Ernesto Ernesto Velasco, P.E. Velcon Group, Inc. Engineers & Surveyors 772 879 0477 ernestov onvelconproup.com 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. N Joe Cicio From: Frank Smith <fsmith@castlesdesigngroup.com> Sent: Monday, September 14, 2015 11:16 AM SC NNEG To: Joe Cicio By Cc: 'Steven Pratt' St.�UCIp rnij,,, Subject: RE: Family Dollar - Port St Lucie, FL - Permit No: 1502-0127 Mr. Cicio, I apologized, I haven't heard back from you regarding the storefront issue. We are moving closing to resubmitting the project and do not want this item to be the one holding us back. Hope you had a great weekend, Frank J. Smith Castles Design Group 3801 Kirby Drive, Suite 600 Houston, Texas 77098 p: 713.664.7974 x1312 f: 713.664.9756 fsmith@castle sdesigngroup.com From: Frank Smith [mailto:fsmith@castlesdesigngroup.comj Sent: Thursday, September 10, 2015 9:48 AM To: ,Joe Cicio <cicioj@stlucieco.org> Cc: 'Steven Pratt' <spratt@castlesdesigngroup.com> Subject: FW: Family Dollar- Port St Lucie, FL - Permit No: 1502-0127 Mr. Cicio, Thank you for the help. We had a conversation with Kawneer in regard to the storefront system needed to use for Family Dollar— Lennard Road/Port St Lucie, Florida project. They sent over the product information on both the glazing and storefront system (attached) and indicated that these systems work correctly for the application and in compliance with the requirements for the NOA compliance. I asked them to confirm the requirements for testing of the storefront with recommended glazing approved in the NOA. Kawneer referred me to Section F. STATEMENTS paragraph 1 which outlines the confirmation in the NOA utilized the glazing in Section E. MATERIAL CERTIFICATIONS. Both the Storefront and the glazing have the same statement. I did refer to your example NOA 12-1106.05 and I looked at FL# 8787-R5. FL# 8787-115 had the exact storefront system from Kawneer I had send in the previous email (and attached). With the attached PDF, will this be approved for our project? Thanks, Frank J. Smith Castles Design Group 3801 Kirby Drive, Suite 600 Houston, Texas 77098 p: 713.664.7974 x1312 f: 713.664.9756 fsmith@castiesdesigngroup.com From: Joe Cicio [mailto:cicioi@stlucieco.orgl Sent: Wednesday, August 26, 2015 3:42 PM To:'FrankSmith' <fsmith@castlesdesigngroup.com> Subject: FW: Family Dollar- Port St Lucie, FL- Permit No: 1502-0127 Frank, Look at FL# 8787-115 to see if that helps you Thanks Joe From: Joe Cicio Sent: Wednesday, August 26, 2015 4:35 PM To: 'Frank Smith' Cc: Joe Cicio Subject: RE: Family Dollar- Port St Lucie, FL - Permit No: 1502-0127' Good Afternoon Frank, We, here in St Lucie County, have adopted the Florida Building Code library and are currently enforcing the 2014 5ch edition . We review the codes and manufacturers product approvals for compliance. In review of the testing you have sent the aluminum storefront framing system would be o.k. however the other N.O.A. is for the interlayer testing only. The notes state that the interlayer by itself does not comply with the Florida Building Code . The complete storefront system must be engineered as 1 assembly being impact resistant. The other issue would be the design pressures as required by your design professional. I would need to see the complete testing for the laminated glass w/ frames, then your engineer would put the glass and frames together on the plans to show a complete assembly. [[[ EXAMPLE ONLY ]]] see NOA 13-1106.05 as you will see the complete assembly, glazing options, spans etc Thank You Plans Examiner II Standard Building Inspector Building Plans Examiner One and Two Family Dwelling Inspector One and Two Family Plans Examiner Sf L.u.ci e. Cov-+4y PLahu%Z" a v& Pevetopywzft4-Se rvi, From: Frank Smith [mailto:fsmith@castlesdesigngroup.coml Sent: Wednesday, August 26, 2015 2:38 PM To: Joe Cicio Cc: 'Steven Pratt'; Igililung@castlesdesigngroup.com Subject: Family Dollar- Port St Lucie, FL - Permit No: 1502-0127 Mr. Cicio, I talked to our storefront supplier Kawneer about which model would work at Port St. Lucie and they directed me to their IR 501. The storefront system calls out, as one of the options for glazing, the Saflex. As it was explained to me by the Kawneer and the glazing provider that as a whole the storefront and glazing meets the L.M.I. rating required by the county. My question is, will this meet the proper county requirements? Thanks, Frank J. Smith Castles Design Group 3801 Kirby Drive, Suite 600 Houston, Texas 77098 p: 713.664.7974 x1312 f: 713.664.9756 fsmith(c@castlesdesigngroup.com 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. 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 I 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. Lydia Galbraith From: Jeffrey Johnson Sent: Tuesday, February 17, 2015 11:39 AM To: Lydia Galbraith Cc: Leslie Olson Subject: FW: Family dollar (FD-Lennard Road) Lydia —See comment below from PSL re architecture Thx, Jeff From: Bridget Kean [mailto:BKean@cityofpsl.com] Sent: Thursday, November 06, 2014 10:01 AM To: Jeffrey Johnson Cc: 'ernestov@velcongroup.com' Subject: FW: Family dollar (FD-Lennard Road) SCANNED BY St. Lucie Countv Hi Jeffrey, I do not have any additional comments on this project. Under our Code, the sign face should match the color of the building. I think that has been straightened out. Let me know if you need anything else. Bridget Kean, AICP Community Redevelopment Agency Director City of Port St Lucie 121 SW Port St. Lucie Blvd. Port St. Lucie, FL 34984-5099 772-873-6489(Phone) 772-871-5128(Fax) From: Bridget Kean Sent: Tuesday, November 04, 2014 2:35 PM To:'Helena, Jr., Lee' Subject: RE: Family dollar (FD-Lennard Road) That means the individual tenant panels. The background of the sign face has to match the color of the building. It's the same requirement that Family Dollar had to meet with the store on Prima Vista in Port St. Lucie. Below is my contact info. Bridget Kean, AICP Community Redevelopment Agency Director City of Port St. Lucie 121 SW Port St. Lucie Blvd. Port St. Lucie, FL 34984-5099 772-873-6489 (Phone) 772-871-5128(Fax) From: Helena, Jr., Lee [mailto:lhelena@hutton.buildl Sent: Tuesday, November 04, 2014 2:01 PM To: Bridget Kean Subject: RE: Family dollar (FD-Lennard Road) Hi Bridget, Sorry I don't have your phone number to discuss. The last part of that sentence says that it does not apply to single tenant panels. That is what we are applying for, a single tenant monument panel. Lee Helena Development Project Manager Human 736 Cherry Street Chattanooga, TN 37402 423-643-9202 Office 423-664-7100 Fax 843-592-5136 Cell Ihelena@hutton.build http://hutton.build Disclaimer: The content of this e-mail is intended solely for the use of the Individual or entity to whom it is addressed. If you have received this communication in error, be aware that forwarding it, copying it, or in any way disclosing its content to any other person, is strictly prohibited. If you have received this communication in error, please notify the author by replying to this e-mail immediately. From: Bridget Kean [mailto:BKean@citvofpsl.coml Sent: Tuesday, November 04, 20141:52 PM To: Helena, Jr., Lee Subject: RE: Family dollar (FD-Lennard Road) Hi, The way the Code reads, the sign face has to match the color of the building. Freestanding (monument) signs. (1) In addition to other city codes, the following standards shall apply: (a) 101 (e) (b) (c) Signs shall be compatible with the architecture of the building (colors, materials). Use a minimum six-inch and a maximum twenty -four -inch letter height for all signs. At least one line must comply with the minimum requirement. Identify the business name/logo and type of business on tenant signs. Corporate logo and color are permitted on sign. Corporate logo may be thirty-six (36) inches, but must be included in sign calculation. Phone numbers and e-mail addresses are not permitted on freestanding signs. Locate sign perpendicular to the street. Utilizing color of building on sign face, use no more than three colors on one sign face. This does not apply to individual tenant panels. From: Helena, Jr., Lee [mailto:lhelenaf_dhutton.buildl Sent: Tuesday, November 04, 20141:48 PM To: Bridget Kean Cc: Ernesto Velasco; randvr@velcongroup.com Subject: RE: Family dollar (FD-Lennard Road) Bridget, Thank you, but I think I worded one thing wrong. Our signage vendor just clarified that the comment he received was that the base of the monument sign is to to be painted to match the building, not the background. He already updated his submittal renderings last week. I've revised the letter for your records and attached the revised monument sign rendering. I apologize for the confusion. Thanks - Lee Helena Development Project Manager 736 Cherry Street Chattanooga, TN 37402 423-643-9202 Office 423-664-7100 Fax 843-592-5136 Cell Ihelena@hutton.build htto://hutton.build Disclaimer. The content of this e-mail is intended solely for the use of the Individual or entity to whom it is addressed. If you have received this communication in error, be aware that forwarding it, copying it, or in any way disclosing its content to any other person, is strictly prohibited. If you have received this communication in error, please notify the author by replying to this e-mail immediately_ From: Bridget Kean [mailto:BKean@cityofpsl.com] Sent: Tuesday, November 04, 20141:04 PM To: Helena, Jr., Lee Subject: RE: Family dollar (FD-Lennard Road) That is fine. Thank you. From: Helena, Jr., Lee [mailto:lhelena@hutton.build] Sent: Tuesday, November 04, 2014 7:09 AM To: Bridget Kean Cc: Ernesto Velasco; randvr@velcongroup.com Subject: RE: Family dollar (FD-Lennard Road) Bridget, Please review the attached letter and let me know if this is what you are looking for. Thanks- Lee Helena Development Project Manager Hutton 736 Cherry Street Chattanooga, TN 37402 423-643-9202 Office 423-664-7100 Fax 843-592-5136 Cell Ihelena(- hutton.build htto: //hutton. build Disclaimer: The content of this e-mail is intended solely for the use of the Individual or entity to whom it is addressed. If you have received this communication in error, be aware that forwarding it, copying it, or in any way disclosing its content to any other person, is strictly prohibited. If you have received this communication in error, please notify the author by replying to this e-mail immediately. 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. Lydia Galbraith From: Mike Halter Sent: Tuesday, February 17, 2015 11:30 AM To: Lydia Galbraith Subject: RE: family dollar, 10331 Lennard Rd. PDS 14-048 Lydia, Yes, I have application and sent permit. Thanks Michael 2719 From: Lydia Galbraith Sent: Tuesday, February 17, 2015 11:27 AM To: Mike Halter Subject: family dollar, 10331 Lennard Rd. PDS 14-048 Mike, Do they need a stormwater permit? Have they applied yet? Thanks, L_IUdta calbratth Planning & Development Services (772)462-1555 palbraithlna stlucieco.org SCANNED BY St. Lucip. Count, 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 1 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. 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. P Joe Cido From: Steven Pratt <spratt@castlesdesigngroup.com> Sent: Friday, March 27, 2015 3:00 PM To: Joe Cicio SCANNED Cc: 'Larry Christian'; Lisa Gililung BY Subject: (1502-0127) Family Dollar - Lennard Road/Port St Lucie, FLSt LUCip r n, ^ Joe, Thank you for taking my call today — please see my contact information below for your use in sending me the plan review comments. Have a great day! Steven Pratt CASTLES DESIGN GROUP, P.C. A Professional Architectural Corporation architecture since 1952 3801 Kirby Drive, Suite 600 Houston, Texas 77098 Tel.: 713.664.7974 x1319 Fax.: 713.664.9756 Cel: 832.978.6575 Web.: htto://www.castiesdesigngrouo.com To send me files, CLICK HERE. April 30, 2015 HUTTON CONSTRUCTION INC 736 CHERRY ST CHATTANOOGA, TN 37402-1909 14-B-83134 THE HUTTON COMPANY PORT SAINT LUCIE, FL MULTIPLE BUILDINGS To Whom It May Concern: ACCREDITED AC472 SCANNED St. Lucie By This. is to certify that materials for the subject structure have been designed in accordance with the order documents, specifically as shown per the attached Engineering Design Criteria Sheet. Aspects of code compliance as related to use or occupancy, such as sprinkler requirements, are not addressed by these documents. These materials, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the attached loading requirements. This certification does not cover field modifications or the design of materials not furnished by Mesco Building Solutions. The attached design criteria information is to remain with and form .part of this Letter of Certification. The calculations and the metal building they represent are the product of Mesco Building Solutions or a division of its affiliate NCI Building Systems. The engineer whose seal appears hereon is employed by either Mesco Building Solutions or a division of.its affiliate NCI Building Systems and is not the engineer of record for this project. Cordially, Mesco Building Solutions May0arials for Metal Buildings May 12015 2:29 � Y pMjO&V.* WA Harley Davidson, P.E. ^ y •, t % Design Manager • No.38M ?( STATE OF 14-B-83134 Pagel of 3 At ANSCOACCREDITED Bw1mg So/rglons' AC472 An NCI Company Building Code ..................... 2010 Florida Building Code Building Risk Category Normal (Risk Category II) Roof Dead Load Superimposed ................. 2.66 psf Collateral ................... 3.00 psf (0.00 psf Ceiling 3.00 psf Other) Roof Live Load .................... 20.00 psf reduction allowed Wind Ultimate Wind Speed (Vult) ... 160.00 mph Nominal Wind Speed (Vasd) .. 123 mph (IBC section 1609.3.1) Wind Exposure Category ....... C Internal Pressure Coef (GCpi) 0.18/-0.18 Loads for components not provided by building manufacturer Corner Areas (within 6.88' of corner) 52.56 psf pressure -70.08 psf suction Other Areas 52.56 psf pressure -56.94 psf suction These values are the maximum values required based on a 10 sq ft area. Components with larger areas may have lower wind loads. 14-B-83134 Page 2 of 3 k A%� ANOWACCREDITED saildIngsolutions- AC472 An NCI Company Florida The material supplied by the manufacturer has been designed with the following minimum deflection criteria. The actual deflection may be less depending on actual load and actual member length. BUILDING DEFLECTION LIMITS...: BLDG-A Roof Limits Rafters Purlins Panels Live L/ 180 150 60 Snow L/ 180 180 60 Wind L/ 180 180 60 Total Gravity L/ 120 120 60 Total Uplift L/ N/A N/A 60 Frame Limits Sidesway Portal Frame Sidesway Live H/ 120 Snow H/ 120 Wind H/ 120 Seismic Drift H/ 67 67 Crane H/ 100 Total Gravity H/ 120 Total Wind H/ 120 60 Service Seismic H/ 120 50 Wall Limits Limit Total Wind Panels L/ 60 Total Wind Girts L/ 240 Total Wind EW Columns L/ 120 The Service Seismic limit as shown here is at service level loads. 14-B-83134 Page 3 of 3 Family Dollar 10331 Lennard Road Port Saint Lucie, Florida June 11, 2015 n Proposal No. PHD150185 EXHIBIT A —SCOPE OF SERVICES SPECIAL INSPECTIONS SCANNED BY Cast -in -Place Concrete St. Lucie COunti. • Check formwork for shape, location, and dimensions of the concrete member being formed. • Observe placement of reinforcing steel, clearances, anchor bolts and embedments. Masonry As masonry construction begins, the following shall be observed: Spot check mortar mix proportions. Construction of mortar joints; Location, specified size, grade and type of reinforcement and location of connectors. Prior to grouting, the following will be observed: • Grout, space is clean; Placement of reinforcement and connectors; Constructed mortar joints. Structural Steel • Review size, material, location, member orientation, and presence of connections. • Confirm that field welding is being performed by welders with current qualifications. Observe, test and report bolted and welded connections as shown below. Structural Steel Welded & Bolted Connection Observations A State of Florida Certified Standard Building Inspector will perform periodic field, inspection of the on -site welded and bolted components. Inspection will consist of visual inspection of field -welded connections and testing of field -bolted connections. The following tests and observations will be performed, where required by project specifications: • Review of welder qualification papers per AWS D.1.1-2010. • Perform visual inspection of completed field welds per table 6.1 of ASWD1.1-2010 during periodic site visits. • Perform visual inspection of high -strength bolted connections for installation and hardware. It is assumed that the contractor will provide a scissor lift (or OSHA approved safety cable system), and/or aerial lift for welding and boiling inspections; as needed. It is the responsibility of the General Contractor/Sub-contractor to have all slag removed from welds prior to our inspection. During construction, Terracon will need to be provided with two complete copies of all current/revised drawings, details, specifications, Requests for Information and any other clarifying or modifying communication that .affect our portion of the work. We would also like the opportunity to attend pre - construction meetings during which issues related to our scope of work may be discussed. Family Dollar 10331 Lennard Road Port Saint Lucie., Florida June 11. 2015 c Proposal No. PHD150185 a EXHIBIT A —SCOPE OF SERVICES In addition, we specifically request to be provided with one copy of approved submittals for work performed in the following categories: 1. Masonry (including CMU block, joint reinforcing, mortar and grout materials) 2. Reinforced Concrete (including approved mix designs and intended usesfiocafions) 3. Structural Steel (including shop and erection drawings) Ourservice does not include inspection of any safety provisions required by OSHA or other safety standards, which apply during the construction period.. Nor does it apply to other non- load bearingelements such as glass, „metal or wood, railings, fire protection, roofing, rnechanicallelectrical systems, . architectural components, site work or other elements not contributing to the structural capacity of the building frame. It is not the special inspector's responsibility to provide quality control for the contractor. The inspector or his agent will verify that non-compliance issues have been resolved within the scope of services, if accessible and readily visible. Requests for additional time spent beyond our initial inspection will be considered additional services. Similarly,, the contractor will endeavor.to have segments for threshold inspection ready for final inspection at the time of notification and not request inspections on a repeated preliminary inspection basis. If necessary, re -inspection services shall be provided by the authorized representative of the special' inspector at the applicable rate of the field representative and for the special inspector. Special inspections do not relieve the contractor of his responsibility to comply with the contract documents, any statutory or contractual obligations, nor his responsibilities to carry out his quality control inspections and testing. The contractor has the sole responsibility for any deviations from the official contract documents and the costs of rectifying those deviations. Under Florida Statutes, Chapter553, the Special Inspector is charged with certain inspections of structural components of a defined threshold building. The inspections are to be performed in accordance with the approved and filed Threshold Inspection Plan as prepared by the Structural Engineer.of Record. While the inspections performed by the Special Inspector are under the guidance and auspices of the appropriate building code or reference code, it is not the task of the :Special Inspector to either determine or certify compliance of the building, in general, with the building code. Compliance with the building code is the responsibility of the designers, in concert with the general contractor. We anticipate submitting regular reports to the project team. We will also prepare a Concluding Report of Special Inspections and submit it to the Building Department, Owner and other designated parties following the last required site visit and resolution of outstanding discrepancies. 2 NMCO BUILDING SOLUTIONS Corporate Office 5244 BaarCreekCowt Irving, TX 75061 214-687-9999 800.556-3726 TOLL FREE 214-687-9741 FAX June 23, 2015 Hutton Construction, Inc. 736 Cherry Street Chattanooga, TN 37402 Re: Mesco Order#14-B-11MM Project: Family Dollar Gentlemen: AN AKSCO Building Solutions" MESCO BUILDING SOLUTIONS Eastern Regional Office 107 2ndAve. SE Cufiman,AL 35055 256-734-6514 866-279-9696 TOLL FREE 256-734-6734 FAX SCANNED BY St. Lucie Countv The referenced order was originally to be manufactured by Bigbee, but now is designed and manufactured by Mesco Building Solutions, also all previous comments from the city have been addressed. Please let me know if you have any questions regarding this. \\UUillitPtlJlryrr \\ rr a WC �. i�irrrr0l� ITEILyN'�'\`\.�OO \`�4��rG� UAI//oS/�� No.3g305 :d :U of- -We Find A Way" H n REAL ESTATE DEVELOPMENT CONSTRUCTION We Di$. June 26, 2015 St. Lucie County Planning & Development Services Building & Code Regulation Division 2300 Virginia, Avenue Fort Pierce, FL 34982 RE: Permit No. 1502-0127 Family Dollar 10331 Lennard Rd Port St Lucie, FL 34952 Mr. CUD, In response to your plan review comments, please let this letter serve as notice that Hutton has hired Terracon to perform all required special inspections associated with this project. I have attached Hutton's contract with Terracon and also a list of inspectors who will be performing the field inspections for your reference. Please feel free to contact me with any questions or concerns. Sincerely, Jeff toi Development Project Manager STAU OF 1(NEESM MOTARY �L PUSua"00 1/vVt GprAl�WIiSSO✓� ejE.'ectS: �'� ��� 736 Cherry St Chattanooga, TN 37402 Phone: 423-756-9261 Fax:.423-756-7927 http://hutton.build 9neseree.�® 1743 South La Cienega Blvd. Los Angeles CA 900354601 T - 310.837:0526 F - 310.837.0523 To: Whom It May Concern Re: greenscreenTm General Engineering Information -PANEL WEIGHT - SCANNED St i BY urip County The 3" thick panels weigh .66 pounds per square foot. #5104 trim adds .50 pounds per lineal foot and #5105 trim adds .30 pounds per lineal foot. The weight of plant materials grown on the panels is an issue that has been analyzed on previously completed projects. There are a number of variables that affect the overall weight; including type of plant material, level of maturity, and moisture content. We have taken what we assume to be the worst case scenario which accounts for panel weight with full perimeter #5104 trim and fully mature vines on a cold wet day. In this case it has been our experience that this weight would never exceed 5 pounds per square foot. -PANEL OPENESS- It has been calculated that a standard 4' x 8' panel without any plant growth gives 8.25% coverage in elevation, meaning the panel is 91.75% open. However, most building departments consider the panel solid when fully covered with mature plant material. -GUARD-RAIL CONDITIONS - Post mounted greenscreen panels do not meet typical code requirements for a guard-rail Most city codes require a concentrated load resistance of 250 Ibs for a 42" high guard-rail. greenscreen panels only meet the in -fill requirement for uniform load resistance of 50 Ibs/sq. ft. For guard-rail applications, a steel frame should be designed by a project engineer and fabricated by a local steel.shop; greenscreen can then supply the infill panels. If preliminary drawings are provided, greenscreeh can advise on mounting details and value engineering suggestions. -WIND EFFECTS ON PANELS - It is assumed that plant material is frangible and will blow off in a mild wind long before hurricane speeds are reached (A 140 mph 3 second gust is considered to be a low category 3 hurricane.) What this means is that as the wind blows harder it will remove more and more plant material, thereby controlling the amount of lateral wind pressure to an indeterminate amount. Furthermore, loss of plant material will also decrease the vertical load on the mounting clips more and more as wind speeds increase. Lastly, it should be noted that the Gcpi (internal pressure coefficient) is 0 when considering an Exposure C location. -PANELS ARE NOT CLADDING - The panels do NOT meet the definitions of "Main Wind Force Resisting Systems" or "Components and Cladding" (Building Envelope)'as given in section 6.2 of ASCE 7-2005. This means that the panels are not required to be designed for wind. greenscreen®) aninnovative J unique modular trellising system Page 1 of 2 Contad us at 800.AS0.3 IPIcr salea@greens,reen.com IN REOUESTA QUOTE(hhpglgmensemen.coMequest-a-quotel (mailto:salesgigreensneen.mm) greenscreen° Company Products Projects Users Resources Installation Plants News OL The Possibilities are Endless! greenscreen@ is a three-dimensional modular trellis system providing you with endless combinations for creating green facades, freestanding elements, shapes and fencing. greenscreen® can transform space or define it... act as a wall, change a facade or create an environment. 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UBSCRIBE mplleepurixomron3M) r f t 0 http://greenscreen.com/ 7/28/2015 Joe Cicio From: Joe Cicio Sent: Wednesday, March 25, 2015 3:43 PM To: 'Lhelena@hutton.build' Cc: 'relliott@hutton.construction'; Joe Cido Subject: Plan Review Comments for Permit Number 1502-0127 Attachments: Report_FL_Review_Comments_Noncompliant-jrf.pdf 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, p°cAii wt. eGL6 6CAN Plans Examiner II BY Fri Standard Building Building Plans E amtor Examiner t t /rra COUnty One and Two Family Dwelling Inspector One and Two Family Plans Examiner StL_a4a ,COV-4 (y FLt*",.i," afad DeveLo�wtvr�,a Servfeey 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. July 10, 2015 St. Lucie County Planning and Development Services 2300 Virginia Avenue Ft. Pierce, FL. Principals Joe B. Hutcherson III, P.E. Thomas L. Miller, Jr. P.E. Quality Engineering Since 1982 JGANNED BY + lJri , County Re: SMEP Review Comments for Family Dollar 10331 Lennard Rd., Port St. Lucie, FL Please find our responses to your comments provided during your review of the above referenced project. Comment PLEASE REFER TO THE PROPER PLUMBING CODE ON SHEET T-1 Response Plumbing code reference has been updated on sheet T-1 and Plumbing, drawings, as required. Comment ALL BUILDINGS AND STRUCTURES MUST BE DESIGNED TO THE 2010 FLORIDA BUILDING CODES WITH THE 2012 SUPPLEMENTS * MESCO STEEL PLANS, STRUCTURAL AND ARCHITECTURAL PLANS FROM HUTTON ARE INCORRECTLY DESIGNED /THE WINDSPEED FOR THIS SITE WOULD BE MIN. 160 VULT EXPOSURE "c' ** MODIFY ALL PLAN PAGES, WIND LOAD COMPLIANCE SHEETS AND SUPPORTING DOCUMENTS, DESIGN PRESSURES AS NECESSARY Response Structural sheet S-0.1 has been revised to indicate "2010 Florida Building Code with 2012 Supplements". Windspeed has been revised to 160 mph "Vult". Exposure has, been revised to "C". Comment SUBMIT AN ORIGINAL, NOTARIZED LETTER FROM THE FEE OWNER OF THE BUILDING THAT HE/SHE HAS HIRED THE SPECIAL INSPECTOR TO PERFORM SPECIAL INSPECTIONS ON THIS PROJECT [SEE F.S. 533.79 (4) *** SHEET S-0.1 STATES STRUCTURAL TESTS REQUIRED BY CHAPTER 17 IBC WE ARE ENFORCING THE 2010 FLORIDA BUILDING CODE * PLEASE IDENTIFY SCHEDULES FROM THAT CODE IF APPLICABLE * MODIFY ALL PLAN PAGES APPLICABLE ** WE WILL REQUIRE ORGINALrSIGNED, SEALED AND DATED TEST DOCUMENTS FOR OUR FILES ** Response References to "International Building Code" and have been deleted from sheet S-0.1. A letter from the Owner has been provided verifying that a Special Inspector has been engaged to perform the required Inspections on the project. Street Address Mailing Address 310 Dodds Avenue P.O. Box 3689 Chattanooga, TN 37404 Chattanooga, TN 37404 Phone (423) 698-6675 www.marchadams.com Fax (423) 698-3638 CIVIL • STRUCTURAL • MECHANICAL • ELECTRICAL • INDUSTRIAL March Adams & Associates, Inc. 10 July 2015 St. Lucie County Plan review Page 2 of 2 Comment SHEET 5-1.1 STATES THAT FOOTING SIZES ARE ESTIMATED "STRUCTURAL P.E. TO HAVE THE BUILDABLE FOUNDATION CRITERIA ON PLANS WITHOUT DISCLAIMER Response Sheet 5-1.1 has been revised to indicate that foundations have been sized based on reactions provided by the metal building manufacturer. Comment NOTE 2 ON A-2.2 STATES THAT CIVIL ENGINEER WILL DETERMINE THE LOCATION AND CAPACITY OF THE DOWNSPOUTS* PLEASE BE SURE THAT THIS ITEM GETS ADDRESSED ON THE CIVIL DRAWINGS. Response Plumbing sheet P1.1 has been added to the set showing both sizing and spacing of the downspouts in lieu of being determined by Civil. CIVIL • STRUCTURAL • MECHANICAL • ELECTRICAL • INDUSTRIAL Galbraith From: Sent: To: Cc: Subject: Attachments: Lydia, Please see attached. Thanks, Edmund Bas SLC-Engineering Ext. 2184 Edmund Bas Tuesday, August 11, 2015 1:11 PM Lydia Galbraith Linda Pendarvis; Ron Harris; Michael Powley; Craig Hauschild FAMILY DOLLAR Family Dollar.docx SCANNED BY St, Lucie Count N 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. 1 F Project: FAMILY DOLLAR Permit #1502-0127 Subject: REVIEW COMMENT To: Lydia Galbraith From: Edmund Bas PW-Engineering Division August 11, 2015 CONSTRUCTION PLAN: 1. On Sheet #1, please label the crosswalk pavement marking on the southeast portion of the parking lot. 2. On Sheet #1, please provide a Typical Section of the Stamped Concrete. 3. On Sheet #2, INTERFERENCE POINT #4, it seems the 6" minimum separation is not achieved. Please verify. 4. On Sheet #2, Structures SD #2 and SD #3, it seems there is not enough cover height from the top of the pipe to the bottom of the pavement base. Please refer to the FDOT Design Standards for Cover Height requirements. 5. On Sheet #3, the Typical Pavement Sections do not match the Typical Pavement Sections shown on Sheet #1. 6. On Sheet #3, REPLACEMENT OF FLEXIBLE PAVEMENT Detail, the overlap of the proposed asphalt to the existing asphalt should be consistent with the ASPHALT PAVEMENT SAWCUT & BUTT JOINT DETAIL. 7. On Sheet #3, REPLACEMENT OF FLEXIBLE PAVEMENT Detail, please indicate the compaction requirements of the base and the backfill materials around the pipe. 8. On Sheet #3, REPLACEMENT OF FLEXIBLE PAVEMENT Detail, General Note #1, please verify if this requirement can be achieved with the proposed invert elevations of the pipe. 9. On Sheet #3, REPLACEMENT OF FLEXIBLE PAVEMENT Detail, General Notes #1, please correct the spelling of the word "ORIGINAL". zi Joe Cicio /SCj % O/Z,% From: Perini III, -Lou R. <Lou.Perini@terracon.com> -i Sent: Monday, September 19, 2016 3:25 PM To: Joe Cicio Cc: jtroutner@huttonconstruction.com';'Almond, Garrett'; Youngstrom, David T.; O'Connor, Mike J. Subject: Family Dollar / Metal Building / Lennard Road / PSL / Tin Tag Report SCANNED BY St. Lucie County Good afternoon, Inspection report number 71 delivered to The building department by the permit applicant Hutton Construction is the dry in report. Please read the notes in report #71, 1 noted dry in as requested by Garrett from Hutton Construction as he informed me ','•^;z` you were looking for that. No tin tag exists for this type of metal building construction nor per the metal building manufacturers installation instructions. .-.The metal building manufacturer official construction documents on site call for a metal roof purlin bolted to the structural steel superstructure. Once the roof purlins are bolted down to the roof framing beams, the insulation in draped overthe roof purlins and then .:'metal roof panels installed and crimped overthe insulation, that is the manufacturer installation instructions as was inspected and reported to. I informed Hutton Construction this morning I would discuss with you to remedy any requirements of the County of PSL building department. If we need to provide further documentation please inform me and I will provide. Thank you Lou Perini Threshold Inspector Representative / LSC Senior Project Manager I Construction Materials Terracon 1225 Omar Road I West Palm Beach, FL 33405 paw l (561) 494-701510 com terrac99 I F (561) 689-59551 M (561) 248-5147 FIL C()Py :'-lou.perini(a)terracon.com I terracon.com Terracon provides environmental, facilities, geotechnical, and materials consulting engineering services delivered with responsiveness, resourcefulness, and reliability. Joe Cicio From: Joe Cicio Sent: Tuesday, September 15, 2015 8:00 AM To: 'Frank Smith' Subject: RE: Family Dollar - Port St Lucie, FL - Permit No: 1502-0127 Good morning Frank, The St Lucie Product affidavits are needed for all building cladding. The engineer would fill in all pertinent lines, completely, for the products proposed which will include the N.O.A.#s or the Florida approval #s with the product approvals affixed. We will need three of these signed, sealed and dated by the design professional of record. We then will review and inspect by these documents. http://www.stlucieco.gov/pdfs/product review aff 2014.pdf Thank You fed elml X&a Plans Examiner II Standard Building Inspector Building Plans Examiner One and Two Family Dwelling Inspector One and Two Family Plans Examiner St Lucie, Co-u.vvly PL&vw,Z" a*L& De4r0-orAmt*,,fServUzP From: Frank Smith [mailto:fsmith@castlesdesigngroup.comj Sent: Monday, September 14, 2015 4:42 PM To: Joe Cicio Cc: 'Steven Pratt' Subject: RE: Family Dollar - Port St Lucie, FL - Permit No: 1502-0127 Mr. Cicio, SCANNED BY St. Lucie Count, Kawneer informed me that Section F. STATEMENTS should cover the Product affidavit as these were the items needed to approve the storefront/glazing system for the NOA. Thank you again for all the help, Frank J. Smith Castles Design Group 3801 Kirby Drive, Suite 600 Houston, Texas 77098 p: 713.664.7974 x1312 f: 713.664.9756 fsmith @castle sdesigngroup.com From: Joe Cicio [mailto:cicioi@stlucieco.org] Sent: Monday, September 14, 2015 12:02 PM To: 'Frank Smith' <fsmith@castlesdesigngroup.com> Cc: Joe Cicio <cicioi@stlucieco.org> Subject: RE: Family Dollar- Port St Lucie, FL- Permit No: 1502-0127 Good afternoon Frank, This N.O.A 14-0430.18 will be fine as long as your design professional specifies option 1 or option 2 for the wet glazing or option 1 for the dry glazing on plans and the drawings show the max d.l.o. on the elevations . The engineer needs to address this within the Product affidavit . Sorry I haven't responded sooner as I was out of the office last Thurs and Fri. Thanks Joe From: Frank Smith [mailto:fsmith@castlesdesigngroup.com] Sent: Monday, September 14, 2015 11:16 AM To: Joe Cicio Cc: 'Steven Pratt' Subject: RE: Family Dollar - Port St Lucie, FL - Permit No: 1502-0127 Mr. Cicio, I apologized, I haven't heard back from you regarding the storefront issue. We are moving closing to resubmitting the project and do not want this item to be the one holding us back. Hope you had a great weekend, Frank J. Smith Castles Design Group 3801 Kirby Drive, Suite 600 Houston, Texas 77098 p: 713.664.7974 x1312 f: 713.664.9756 fsmith@castlesdesigngroup.com From: Frank Smith [mailto:fsmith@castlesdesigngroup.com] Sent: Thursday, September 10, 2015 9:48 AM To: Joe Cicio <cicioi@stlucieco.org> Cc: 'Steven Pratt' <spratt@castlesdesigngroup.com> Subject: FW: Family Dollar - Port St Lucie, FL - Permit No: 1502-0127 Mr. Cicio, Thank you for the help. We had a conversation with Kawneer in regard to the storefront system needed to use for Family Dollar— Len nard Road/Port St Lucie, Florida project. They sent over the product information on both the glazing and storefront system (attached) and indicated that these systems work correctly for the application and in compliance with the requirements for the NOA compliance. I asked them to confirm the requirements for testing of the storefront with recommended glazing approved in the NOA. Kawneer referred me to Section F. STATEMENTS paragraph 1 which outlines the confirmation in the NOA utilized the glazing in Section E. MATERIAL CERTIFICATIONS. Both the Storefront and the glazing have the same statement. I did refer to your example NOA 12-1106.05 and I looked at FL# 8787-R5. FL# 8787-115 had the exact storefront system from Kawneer I had send in the previous email (and attached). With the attached PDF, will this be approved for our project? Thanks, Frank J. Smith Castles Design Group 3801 Kirby Drive, Suite 600 Houston, Texas 77098 p: 713.664.7974 x1312 f: 713.664.9756 fsmith@castlesdesigngroup.com From: Joe Cicio [mailto:cicioi@stlucieco.orgl Sent: Wednesday, August 26, 2015 3:42 PM To: 'Frank Smith' <fsmith(a)castlesdesigngroup.com> Subject: FW: Family Dollar- Port St Lucie, FL- Permit No: 1502-0127 Frank, Look at FL# 8787-115 to see if that helps you Thanks Joe From: Joe Cicio Sent: Wednesday, August 26, 2015 4:35 PM To: 'Frank Smith' Cc: Joe Cicio Subject: RE: Family Dollar - Port St Lucie, FL - Permit No: 1502-0127 Good Afternoon Frank, We, here in St Lucie County, have adopted the Florida Building Code library and are currently enforcing the 2014 51h edition . We review the codes and manufacturers product approvals for compliance. In review of the testing you have sent the aluminum storefront framing system would be o.k. however the other N.O.A. is for the interlayer testing only. The notes state that the interlayer by itself does not comply with the Florida Building Code . The complete storefront system must be engineered as 1 assembly being impact resistant. The other issue would be the design pressures as required by your design professional. I would need to seethe complete testing for the laminated glass w/ frames, then your engineer would put the glass and frames together on the plans to show a complete assembly. [[[ EXAMPLE ONLY]]] see NOA 13-1106.05 as you will see the complete assembly, glazing options, spans etc Thank You %"eta x Plans Examiner II Standard Building Inspector Building Plans Examiner One and Two Family Dwelling Inspector One and Two Family Plans Examiner StLlu i CQu.wfy KamhAi" atnd. D�ServLc s, From: Frank Smith [mailto:fsmith@castlesdesigngroup.com] Sent: Wednesday, August 26, 2015 2:38 PM To: Joe Cicio Cc: 'Steven Pratt'; Igililung@castlesdesigngroup.com Subject: Family Dollar - Port St Lucie, FL - Permit No: 1502-0127 Mr. Cicio, I talked to our storefront supplier Kawneer about which model would work at Port St. Lucie and they directed me to their IR 501. The storefront system calls out, as one of the options for glazing, the Saflex. As it was explained to me by the Kawneer and the glazing provider that as a whole the storefront and glazing meets the L.M.I. rating required by the county. My question is, will this meet the proper county requirements? Thanks, FrankJ. Smith Castles Design Group 3801 Kirby Drive, Suite 600 Houston, Texas 77098 p: 713.664.7974 x1312 f: 713.664.9756 fsmith @castlesdesigngroup.com 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. 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 f 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. 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. f ' Joe Cicio From: Joe Cicio Sent: Thursday, August 20, 2015 11:15 AM To: 'Frank Smith'; 'Steven Pratt' Cc: Joe Cicio Subject: _ RE: Family Dollar - Lennard Road, Port St. Lucie Permit No. 1502-0127 Good Morning Frank, Thank you for your e-mail and feel free to e-mail"me at any time. Please see the 2010 Florida Building Code section 1609.1.2 which addresses Protection of openings located from 0 to 30 feet above grade and openings above 30 feet from grade. Depending upon how a product has been tested would determine its use within the wall of a building. In N.O.A. # 12-0622.06 you will see that Kawneer has tested this product as small Impact resistant and it is for use above the 30 foot mark as stated in note 6 in the general notes. You may select to use hurricane protection on this curtain wall if desired and this product would be fine. Now,,, with all of that being said, you may find a test for the same product under the Florida product approval system , esr reports or one of the other testing means welcomed by the Florida Building Code. I would contact the manufacturer to see if they have any alternative testing. You do not have to use a NOA in this part of Florida. Thank You -- SCANNE By Plans Examiner II St. Lu0ie Standard Building Inspector Building Plans Examiner One and 'I`$c Family Dwelling Inspector Py - I Um C4 0 One and TJo Family Plans Examiner St Luei ez Comfy PULM+A " avid SerVUZ-5, From: Frank Smith[mailto:fsmith@castlesdesigngroup.com] Sent: Thursday, August 20, 2015 10:08 AM To: Joe Cicio Cc: 'Steven Pratt'; Igililung@castlesdesigngroup.com Subject: Family Dollar- Lennard Road, Port St. Lucie Permit No. 1502-0127 Cicio, comments stated that the glazed curtain wall must be Large Missile rated. Can you help me with this \the storefront we will would like to use and one of the approved glazing is attached as well. The �e Large Missile rating but not the glazing. Can we still use these items together because the glazing is storefront? All the other approved glazing's for the storefront couldn't be found. t _ fl a Thanks, Frank J. Smith Castles Design Group 3801 Kirby Drive, Suite 600 Houston, Texas 77098 p: 713.664.7974 x1312 f: 713.664.9756 fsm ith CcDcastlesdesient?rouo.com 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. -y s VELCON GROUP, INC. ENGINEW & SMMORS October 29, 2015 Edmund Bas St. Lucie County Public Works - Engineering Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Re: Minor Site Plan Application ' Permit #1502-0127 Constructability Review - Response to Comments Family Dollar - Lennard Road 10331 SE Lennard Road, Port St. Lucie, FL 34952 S12, T37S, R40E Dear Mr. Bas, SCANNc--, BY St. Lucie en, v �d-OV 4 9015 We have received your constructability comments dated October 23, 2015. The following responses correspond to the comments provided: 1.-2. Resolved. 3. We spoke with the County Engineer, Michael Powley, P.E., regarding the updated comment requiring 18" minimum clearance. Mr. Powley stated that it was not understood that both pipes are storm sewer. Since that is the case, he indicated that 6"I minimum vertical clearance is acceptable. The invert of the lower pipe has been adjusted to clearly achieve 6" minimum vertical separation. 4. The storm pipe inverts have been adjusted to clearly achieve the required cover. 5.-9. Resolved. 10. This comment was discussed directly with you during our phone conversation and th design meets the ADA criteria as presented. 11. The compaction requirement has been added to the sidewalk detail. 12. As discussed with you during our phone conversation, no changes to the plans an necessary. Should you have any questions on the above, please contact our office at your earlie convenience. Sincerely, Randy Rodgers, P.E. The Velcon Group, Inc. Attachments: 1. Construction Plans (4) 2. CD Cc: File 12-066ENG (w/ aft) RECEIVED - 3 2015 ENGINEERING N.\COMMERCIAL PROJECTS\12-JOBS\12-066 Family Dollar Lennard Road\SLC\Public Works\12-066 SLC PW 10-29-SS.doc 702 SW Port St. Lucie Blvd., - Port St. Lucie, Florida 34953 • Phone (772) 879-0477 • Fax (772) 8 1. Lydia Galbraith From: Sent: To: Cc: Subject: Attachments: Lydia, Please see attached. Thanks, Edmund Bas SLC-Engineering Ext. 2184 Edmund Bas Monday, November 09, 2015 10:46 AM Lydia Galbraith Linda Pendarvis; Ron Harris; Michael Powley; Craig Hauschild FAMILY DOLLAR Family Dollar Comments 110915.docx SC BN ED i ucie county 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. 1 November 9, 2015 Project: FAMILY DOLLAR Permit #1502-0127 Subject: REVIEW COMMENT To: Lydia Galbraith From: Edmund Bas PW-Engineering Division CONSTRUCTION PLAN: 1. On Sheet #1, please label the crosswalk pavement marking on the southeast portion of the parking lot. Comment has been addressed. 2. On Sheet #1, please provide a Typical Section of the Stamped Concrete. Comment has been addressed. 3. On Sheet #2, INTERFERENCE POINT #4, it seems the 6" minimum separation is not achieved. Please verify. This comment has not been satisfied. The County Standards require 18" of clear separation between storm pipes. Comment has been addressed. 4. On Sheet #2, Structures SO #2 and SD #3, it seems there is not enough cover height from the top of the pipe to the bottom of the pavement base. Please refer to the FDOT Design Standards for Cover Height requirements. This comment has NOT been satisfied. Code 7.07.02 of the Land Development Code states that: "In addition to meeting the requirements of this Code, the design and performances of all stormwater management systems shall comply with all applicable regulations of the State of Florida and rules of the South Florida Water Management District. In all cases, the strictest of the applicable standards shall apply." Please refer to FDOT Standard Index #205 for cover height requirements. Comment has been addressed. 5. On Sheet #3, the Typical Pavement Sections do not match the Typical Pavement Sections shown on Sheet #1. Comment has been addressed. 6. On Sheet #3, REPLACEMENT OF FLEXIBLE PAVEMENT Detail, the overlap of the proposed asphalt to the existing asphalt should be consistent with the ASPHALT PAVEMENT SAWCUT & BUTT JOINT DETAIL. Comment has been addressed. 7. On Sheet #3, REPLACEMENT OF FLEXIBLE PAVEMENT Detail, please indicate the compaction requirements of the base and the backfill materials around the pipe. Comment has been adressed. 8. On Sheet #3, REPLACEMENT OF FLEXIBLE PAVEMENT Detail, General Note #1, please verify if this requirement can be achieved with the proposed invert elevations of the pipe. Comment has been addressed. 9. On Sheet #3, REPLACEMENT OF FLEXIBLE PAVEMENT Detail, General Notes #1, please correct the spelling of the word "ORIGINAL". Comment has been addressed. 10. On Sheet #2, SIDEWALK CONNECTION DETAIL, the Americans with Disabilities Act (ADA) requires that running slopes for sidewalks should not be greater than 5%. Please refer to ADA Standards for ramps and handrail requirements. Comment has been addressed. 11. On Sheet #2, SIDEWALK PAVEMENT DETAIL, please provide the compaction requirement for the Compacted Subgrade. Comment has been addressed. 12. On Sheet #3, SPACING OR REQUIRED ROADWAY/PARKING AREA TESTS, the County requires Limerock Bearing Ratio (LBR) instead of Florida Bearing Value (FBV). Please remove reference to FBV. Comment has been addressed. �l Joe Cicio From: Troutner, John <jroutner@hutton.construction> Sent: Wednesday, August 31, 2016 2:04 PM To: Joe Cicio Cc: Jennings, Ronnie Subject: Contingency plan for permit # 1502-0127 / Family Dollar 10331 SE Lennard Rd Port Sanit Lucie v Thanks for taking my call earlier Joe, I� In consideration of the recent storm passing over Florida, FPL has warned us (Hutton Construction) that they may not have the man power to install a power meter at 10331 SE Lennard before our projected open date. Is it possible to power the site by a commercial generator(s) until they are able to install the meter? Thanks again, John Troutner Superintendent Hutton Construction (423) 702-1276 jtroutner@hutton.construction SCANNED BY St. Lucie Count\, 1 �?onrsiCITY OF Rim ST. LUCIE UTILITY SYSTEMS DEPARTMENT ,• m 900 SE Ogden Lane Port St. Lucie, FL 34983 (772) 873-6400 — TDD Accessible F�OgtDP (772) 871-7615 — FAX Jesus A. Merejo, Director 'A CIry)orAHAges' August 20, 2015 Randy Rodgers Velcon Group, Inc. 702 S.W. Port St. Lucie Blvd. Port St. Lucie, Florida 34953 Re: Family Dollar at Lennard Road Water and Sewer Availability Dear Mr. Rodgers: Via e-mail: RandvR(o)Velcongroup.com Regarding your request dated August 20, 2015; this is to confirm that the referenced project is within the City of Port St. Lucie Utility Systems Department service area. A public water main and a public sewer line are adjacent to the above property. Please be advised that water and sewer system extensions may be required to serve the property. This should not be construed as a commitment to provide service until approvals by all regulatory agencies have been obtained; construction plans are approved; a Service Agreement has been fully executed; and all applicable fees have been paid to the City of Port St. Lucie Utility Systems Department. Should you have any questions or require additional information, please feel free to contact our office by calling 873-6400. Sincerely, � `-�. Lisa Campbell, M.P.A. Commercial Development Manager c: Jesus Merejo, Director Laney Southerly, Engineering Manager File: 5190 PSLUSD Doc. No. 04 Florida Power & Light Company FPL September 9, 2015 Hutton Company 736 Cherry Street Chattanooga, TN 37402 Re: Family Dollar 10331 SE Lennard Rd. Port St. Lucie, FL 34952 Dear Hutton Company: Thank you for. contacting FPL early in your planning process. This will help you to achieve your desired schedule for your project at the above location. At the present time FPL has service available. Service will be provided in accordance with applicable rates, rules, and regulations. Please provide the final site plan, site survey and electrical load as soon as possible so that we can plan accordingly. I look forward to developing a good working relationship with you. Si cerely, l I/t/wu2 Shareka Hayden Project Manager (772)337-7025 an FPL'Group Company