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Home My WebLink About2012-0722 Review comment status From: Mark Walpert<markwalpert@gmail.com> Sent: Wednesday,July 14, 2021 4:58 PM To: Mike Halter Subject: 2012-0722 Review comment status Attachments: 2012-0722 ProdRevAff&EvalRepts.pdf; 2 PILE-CAP PLAN R3.pdf; 1504-0186 Engr Letter 040116.pdf; Foundation wave anal &attach engrg Sep07.pdf; FDEP 5050 site specific 15.7 NGVD Sep7 2005.pdf SECURITY WARNING: This email originated from outside the County systems. Please show caution when clicking links or opening attachments unless you recognize the sender and know the content is safe. Mr Halter, Status of comments discussed on 7/1 phone call. PLANS EXAMINER REVIEW INCOMPLETE Mike Halter Comrrent: PLEASE PROVIDE A FLOOD ELEVATION CERTIFICATE UPDATED WITH THE MAP PANEL 8 FLOOD ZONES 112812021 IN EFFECT AT THE TIME THE PERMIT WAS APPLIED FOR. 1 213 1120 20.PER(R322.1-10)OF THE FRBC 6TH EDITION.2017. Comment: PROVIDE CURRENT COPY OF THE DEP PERMIT 8 APPROVED SITE PLAN.INCLUDE THE REQUIREMENT 1126;2021 FOR THE ELEVATION OF THE BOTTOM OF THE LOWEST HORIZONTAL STRUCTURAL MEMBER.PER 107.2 OF THE FBC 8TH EDITION.2017. 1/2812021 Comment: PLEASE PROVIDE REGISTERED DESIGN PROFESSIONAL SIGNED AND SEALED ARCHITECT PLAN SET. PER 107.2 OF THE FBC 6TH EDITION.2017. Comment: PLEASE PROVIDE REGISTERED DESIGN PROFESSIONAL SIGNED AND SEALED PRODUCT APPROVAL 128/2021 REVIEW AFFIDAVIT.FL 15974.2.FL15973.3.FL18112.1 AND FL18112.2 NOT LISTED.PER 107.2 OF THE FBC 6TH EDITION,2017. 1/2812021 Comment: PLEASE PROVIDE ENERGY CALCULATIONS.PER 405.3 OF THE FERBC 8TH EDITION.2017. Comment: PLEASE CLARIFY:CEILING R VALUE OF 38.0 AND WALL R VALUE 8.0 STATED ON LOAD SHORT FORM 1/2812021 SYSTEM 1.2.3 AND 4 VS.CEILING R VALUE OF 49 COMBINED ON SHEET A1.1 OF THE ARCHITECT PLAN SET.PER 107.2 OF THE FBC 8TH EDITION,2017. 128/2021 Comment: PLEASE PROVIDE SHOP DRAWINGS.PER GENERAL NOTE 120 SHOP DRAWINGS ON SHEET S1.0 OF STRUCTURAL PLAN SET,PER 107.2 OF THE FBC 6TH EDITION,2017. Comment: PLEASE PROVIDE SHOP DRAWINGS FOR METAL STAIR.PER NOTE*METAL STAIR BY OTHERS'ON SHEET 1/2612021 S3.2 OF STRUCTURAL PLAN SET.PER R311.7.1-R311.7.7 OF THE FRBC 6TH EDITION.2017. 112812021 Comment: PLEASE PROVIDE WALL LEGEND FOR CROSS HATCH ON SHEETS S2.3 AND S2.5 OF STRUCTURAL PLAN SET.PER 107.2 OF THE FBC 8TH EDITION.2017. 1/2612021 Comment: PLEASE PROVIDE DETAIL FOR EXISTING STEM WALL AND FOOTER ON SHEETS S4.1 OF STRUCTURAL PLAN SET.PER 107.2 OF THE FBC 8TH EDITION.2017. Comment: PLEASE CLARIFY:GROUND FLOOR PLAN EXISTING AND OPENING MODES.SHEET A2.3.A2.4.A2.5 OF 1P2812021 ARCHITECT PLAN SET DO NOT MATCH GROUND FLOOR PLAN S2.0,S2.1.S2.2 OF STRUCTURAL PLAN SET, PER 107.2 OF THE FBC 8TH EDITION.2017. 117812021 Comment: PLEASE PROVIDE SOIL REPORT AND PILE PLAN SET TO SUPPORT NEW STRUCTURE.PER 107.2 OF THE FBC 6TH EDITION.2017. 12612021 Comment: PLEASE PROVIDE LETTER FOR COMPLIANCE ON GENERAL NOTES. 100.10.510.18.510.5(WELDERS CERTIFICATION).ETC..PER 107.2 OF THE FBC 8TH EDITION.2017. 112812021 Comment: POOL REQUIRES SEPARATE PERMIT. 112612021 Comment: PLEASE PROVIDE A SIGNED AND SEALED ENGINEERING EVALUATION AND ANALYSIS THAT ESTABLISHES THE STRUCTURAL ADEQUACY OF THE EXISTING STRUCTURE.PER 107.2 OF THE FBC 6TH EDITION.2017. 1/2812021 Comment: PLEASE PROVIDE ELEVATIONS OF ALL EXISTING BEAMS OF THE STRUCTURE.PER 107.2 OF THE FBC 6TH EDITION.2017. 112812021 Comment: PLEASE PROVIDE A PLAN SET OF THE EXISTING PILINGS AND EROSION STUDY.PER 107.2 OF THE FBC 6TH EDITION.2017. Comment: PLEASE PROVIDE REQUIREMENT WITH R322'FLOOD RESISTANT CONSTRUCTION'.OF THE FLORIDA 1/2812021 RESIDENTIAL BUILDING CODE 6TH EDITION.2017 AND 44 CFR 60.3(E)5 FLOOD PLAIN MANAGEMENT CRITERIA FOR FLOOD PRONE AREAS. 1/2612021 Comment: ADDITIONAL COMMENTS MAY BE FORTHCOMING DEPENDING ON COMMENT RESPONSE. 12812021 Comment: PLEASE PROVIDE PROTECTION OF BUILDING ENVELOPE.PER R322.3.5.1 OF THE FLORIDA RESIDENTIAL BUILDING CODE 6TH EDITION,2017. Status 1. New Elevation Certificate requested but do not have delivery commitment. Updated certificate will be similar to the 2008 version with elevations converted to NAVD'=1.45'+NGVD'. 2. DEP CCCL permit SL-370 is pending. Approved site plan for the CCCL permit is SP-1 SITE PLAN as submitted for this SLC permit. 3. Architectural drawings should not require registered design professional signature as all features requiring design professional approval are on the approved structural drawings and product evaluations in Status 4. 4. Product Review Affidavit with attached Product Evaluation certifications are attached to this email as "2012-0722 Prod RevAff&Eva IRepts". 5. Energy calculations are shown in the submitted REScheck Compliance Certificate which indicates that the Envelope is 33.6% better than code with UA of 1384. Minor corrections have been requested from the supplier but these calculations should not be required for this permit since all prescriptive code requirements are met in this design per 7/1 phone call. 6. R values for roof are R-10 continuous external xps plus roofing components with R-38 cavity which exceeds the R-49 cavity insulation required for steel framing. Wall insulation is R-5 continuous external xps plus wall components which exceeds the R-4 required for mass walls. Detail sections have been added to the Architectural Plans and revisions to the Manual calculations have been requested. 7. Shop drawings requirement for Structural drawing 51.0 will be deferred to an appropriate place in the inspection schedule per 7/1 phone call. 8. Shop drawings requirement for stairs will be deferred to an appropriate place in the inspection schedule per 7/1 phone call. Stair section details are being added to the drawing set. 9. Wall legend for crosshatch is being added to Structural drawings S2.3 and S2.5. 10. Stem wall and footer detail of the existing structure is being added to Structural drawing 54.1. 11. Structural drawing door opening modes are being changed to match the Architectural drawing modes. 12. Soil report and pile plan are part of previous builder's SLC permits 0505-0650 and 0612-0362 which were inspected and approved for the standard 40 ton capacity which is used for the structural analysis of the existing structure and proposed structure. See attached drawing "2 PILE/CAP PLAN 133" and comment 17 status. 13. Welders certification from Gary Rhodes of Lazy R Bar Fabrications is attached or sent in a following email attachment. 14. A separate permit for the pool will be applied for before the completion of the current permit. 15. The structural adequacy of the existing structure was confirmed on completion of the Remediation permit 1504-0186 by the attached letter from William P Stoddard which resulted in a statement by the Building Official that the structure was approved for continued construction and the issue of permit 1706-0523 for alterations and additions to the existing structure. 16. Beam elevations will be measured as part of the Elevation Certificate update. Surveyor measurements of grade beams and ground floor are available on previously submitted surveys. 17. See comment status 12 for pile plan. See attached "Foundation wave anal &attach engrg Sep07"for erosion study and piling documents presented for DEP and SLC approval of the existing structure and "FDEP 5050 site specific 15.7...." which is referenced. 18. Flood Resistant Construction requirements are met for the FBC that was in effect when the permits were approved and the existing structure was built and inspected (see attachment to 17). The new construction in the current permit application is above the elevation affected by the requirements or meets the 2017 R322 requirements for installation of mechanical, electrical, and plumbing below the flood elevation. I will provide updates to the status of these comments and referenced documents as they become available Thanks, Mark 203-778-9950 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.