The URL can be used to link to this page

Home My WebLink AboutMISC LETTERSlgdaroSD3 RECEIVED 4C ENGINEERING. LLC JUN 1 A 1019 5903 Spruce Drive (772) 519-2679 artme"t Fort Pierce, FL 34982 4CEn LLC mail.com Permrtin9, "'"Vy g @@B St. i"-ce June 6th, 2019 q �,rp SCANNED RE: Certification of Inspection for Permit # SLC /310f-d5o3 BY St. Lucie County Feroz A. Chagani, Remodel 31S2 Naylor Terrace, Fort Pierce, FL 34982 Dear St. Lucie County Building Department: Please be advised, that I have performed the following inspections at the aforementioned location and certify to the best of my ability and belief that the construction meets or exceeds the applicable portions of the FBC 2017, 6th Edition to every extent possible. Specific items inspected are listed below: Inspection 280 Electric Final: Inspection 480 Plumbing Final: Approved Approved Thank you for your diligence and please feel free to contact me at (772) 519-2679 with any comments or concerns that you may have. Jose F, Vazg4 1z, PoEe 10310 NW le PLACE CORAL SPRINGS, FL 33071 (954)304-4775 January30, 2019 W. Kenneth Lippard LS7ie tIVEDLippard Construction hmc. 1200 Driftwood lane, 6Fort Pierce, F134982 n 772-370-7548 h Permitting Re: Limited Structural Evaluation and Engineering Certification Site Location: 3152 Naylor Tea, Fort Pierce, FL 34982 Permit Number: N/A Owner. Feaoz A. Chagani Client: Mr. Kennett Lippard Dear Ken, SCANNED BY St. Lucie County At your request on January 30, 2019, we performed a structural evaluation ofthe blockingoftwo windaw openings at the above site location. Jose F. Vazquez, P.E. performed the inspection and did the evaluation letter. Site Conditions: One-story residence approximately 1,627 sf, 61 years old (approx.); exterior concrete masonry; perimeter concrete footers; perimeter foundation block walls; floor,joist/girder system; wood flame walls androofrafters. Normal residential design loads are for this area Topographies are relatively flat. Engineer's Evaluation Based on a visual inspection and construction practices, we have inspected the issues listed below only and the following are the findings: 1. Two exterior windows of the building were removed, and the openings blocked up with 8" concrete masonry units. The opening at the rear has an approximately 16"x24" opening. The masonry units have been tightly mortared and secured within the opening. Conclusion Based on standard engineering and construction practices in our local area The undersigned Professional Engineer certifies that the block uP ofthe window apenings are structurally sound and meet the intent ofthe Code. This letter represents our opinion of the structural conditions based on the visible conditions and the information available at the time of our visit to the property. Ibis evaluation was very limited in scope, focusing only on the structural system of the items mentioned above. No other components or systems of the structure a were evaluated. Some surface materials were removed to confirm integrity ofthe components, no exploratory excavation was undertaken, and no physical testing or sampling was done. This letter of certification is being provided only for information purpose. Detailed plans and specifications have not been prepared for any contractors to follow only this letter. This letter should not be considered as a guarantee of condition. No warranty with regard to the future performance of any modifications that may be made is intended, implied, or expressed We have no control over the repair contractor whom is responsible for the repairs recommended This report is only good for one year (from the date of this report), due to the fact conditions can change and we have no control over those changing conditions. Our maximum liability for loss suffered by the client due to any cause is limited to our inspection fee. This letter has been prepared for your benefit in strict confidence with you as our client. We will not release this letter to anyone without your permission. Copies may be distributed at your discretion only to satisfy your needs regarding this situation. We encourage you to call with any questions you may have. Thank you for the opportunity to be of service to you. Sincerely, F. No. 31 ' 51 s .CpRID. S • G ��!�/ANAL ENS Jose F. V4/4u /P l 0 License No. 82831 Attached: Pictures Jose F. Vazquez, P.E. Page rTer Project No.: Uppmd - Feroz Chagani 3152 Naylor Ter Jm ary 30,2019 RS6N NY[[110M Photo 4 1 Photo # 3 ATTACHMENT "A" — Photographs Photo # 2 Jose F. Vazquez, P.E. LSAICTMI�[MGIFEFIIIMa- SfM[fS ' � a®a� Nvnmc1a Page 3 Of Project No.: /lppard-FerozChagam 3151 Na9wTer Jowwy 30,1019 'Jose F. Va zqi ►z, AE* STRUCTURAL ENGINEERING SERVICES DESIGN INSPECTIONS January 30, 2019 Mr. Kenneth Lippard Lippard Construction Inc. 1200 Driftwood lane, Fort Pierce, Fl 34982 772-370-7548 10310NW WPLACE CORAL SPRINGS, FL 33071 (954)304-4775 RECEIVED FF9 � 6 019 ST_Lucie County, Permitting Re: Limited Structural Evaluation and Engineering Certification Site Location: 3152 Naylor Terr, Fort Pierce, FL 34982 Permit Number: N/A Owner. Feroz A. Chagani Client: Mr. Kenneth Lippard Dear Ken, SCANNED BY St. Lucie County At your request, on January 30, 2019, we performed a structural evaluation ofthe blocking oftwo window openings at the above site location. Jose F. Vazquez, P.E. performed the inspection and did the evaluation letter. Site Conditions. One-story residence approximately 1,627 sf; 61 years old (approx.); exterior concrete masonry; perimeter concrete footers; perimeter foundation block walls; floor joist/girder system; wood frame walls and roof rafters. Normal residential design loads are for this area Topographies are relatively flat. Engineer's Evaluation Based on a visual inspection and construction practices, we have inspected the issues listed below only and the following are the findings: 1. Two exterior windows of the building were removed, and the openings blocked up with 8" concrete masonry units. The opening at the rear has an approximately 16"x24" opening. The masonry units have been tightly mortared and secured within the opening. Conclusion Based on standard engineering and construction practices in our local area The undersigned Professional Engineer certifies that the block -up ofthe window openings are structurally sound and meet the intent of the Code This letter represents our opinion of the structural conditions based on the visible conditions and the information available at the time of our visit to the property. This evaluation was very limited in scope, focusing only on the structural system of the items mentioned above. No other components or systems of the structure were evaluated. Some surface materials were removed to confirm integrity of the components, no exploratory excavation was undertaken, and no physical testing or sampling was done. This letter of certification is being provided only for information purpose. Detailed plans and specifications have not been prepared for any contractors to follow only this letter. This letter should not be considered as a guarantee of condition. No warranty with regard to the future performance of any modifications that may be made is intended, implied, or expressed We have no control over the repair contractor whom is responsible for the repairs recommended This report is only good for one year (from the date of this report), due to the fact conditions can change and we have no control over those changing conditions. Our maximum liability for loss suffered by the client due to any cause is limited to our inspection fee. This letter has been prepared for your benefit in strict confidence with you as our client. We will not release this letter to anyone without your permission. Copies may be distributed at your discretion only to satisfy your needs regarding this situation. We encourage you to call with any questions you may have. Thank you for the opportunity to be of service to you. Sincerely, s. % No 8 831 _ ST JoseF. Va�ir�i,�>b�. License No. 82831 Attached: Pictures Jose F. Vaz q uez P.E. Page 2°f � ProjectNo.: lippmd-FerozChagwi3152Naylor Ter Jmu ®[NGIN[IRiNG- yMC[S my3Or2019 - OB9N MSVEC'IIONS Photo # 1 Photo 4 3 ATTACHMENT "A" — Photographs Photo # 2 Jose F. Vazquez, P.E. �mrnwu _[HWx[mvw- sexrfs� oma1- wma�wa Page 3 of3 Project No.: Uppard-FerozChagani 3152 Naylor Ter Jammy 30, 2019