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Home My WebLink AboutENGINEERING FEILD REPORTENGINEERING FIELD REPORT WOJCIESZAK & ASSOCIATES, INC. CONSULTING ENGINEERS P.O. Box 2528 (772) 286-8696 Stuart, FL 34995 TO: Commercial Contracting, Inc. 709 East 5th Street Stuart, FL 34995 Phone: (772) 220-3488 Cell: (772) 260-8971 ATTN.: Aaron Wojcieszak awojcieszak@ccdofstuart.com ATTENDEES: David Wojcieszak, PE JOB NUMBER: JOB NAME: SCANNED BY St. Lucie County FROM: ISSUE DATE: ,#/60/-02 ff (772) 286-4521 fax 2015.047 FP&L Security Training Building David Wojcieszak, PE email 04112/2016 DATE: 01/12/2016 Purpose The building permit process has not been completed. The contractor has obtained permission from the Building Department to begin construction with the understanding the engineer of record will inspect the underground plumbing and electrical rough installation. The purpose of this EFR is to provide documentation of the underground installation for future reference and verify code compliance. Site Observations Plumbing Installation a � Main Panel Branch conduits North end Preliminary Conclusion The underground plumbing installation and the underground electrical installation are in compliance with the applicable 2014 Florida Building Code, the 2014 FBC-Plumbing and the 2011 NEC. Limitations This preliminary report was prepared by David A Wojcieszak, PE, of Wojcieszak & Associates, Inc. The opinions and commendations are based on observations, available data, and professional expertise with no warranty or guarantee implied herein. The author has the right to amend this report as additional information is made available. The report is intended for the use of the owner and/or its agents. Sincerely, i A ojcieszak, P.E. Pre i ent License No.: 32091 l ENGIIIEERING FIELD REPORT WOJCIESZAK & ASSOCIATES, INC. CONSULTING ENGINEERS P.O. Box 2528 (772) 286-8696 Stuart, FL 34995 (772) 286-4521 fax TO: JOB NUMBER: 2015.047 Commercial Contracting, Inc. JOB NAME: FPBL Security Training 709 East 5th Street Building Stuart, FL 34995 Phone. (772) 2203488 Cell: (772) 260-8971 ATTN_: Aaron Wojcieszak FROM: David Wojcieszak, PE awojcieszak@ccdofstuart.com email ISSUE DATE: 04/1212016 ATTENDEES: David Wojcieszak, PE DATE: 0111212016 Purpose The building permit process has not been completed. The contractor has obtained permission from the Building Department to begin construction with the understanding the engineer of record will inspect the underground plumbing and electrical rough installation. The purpose of this EFR is to provide documentation of the underground installation for future reference and verify code compliance. Site Observations Plumbing Installation a South end M. i 9 Preliminary Conclusion The underground plumbing installation and the underground electrical installation are in compliance with the applicable 2014 Florida Building Code, the 2014 FBC-Plumbing and the 2011 NEC. Limitations This preliminary report was prepared by David A Wojcieszak, PE, of Wojcieszak & Associates, Inc. The opinions and commendations are based on observations, available data, and professional expertise with no warranty or guarantee implied herein. The author has the right to amend this report as additional information is made available. The report is intended for the use of the owner and/or its agents. IT, UM07 APR 2 0 RECD I (l Ar BREITENBACH ENGINEERING, INC johnbach442@gmail.com 4853 SE Pilot Way, Stuart, Florida 34997 Celt: (772) 834-4743 March 4, 2016 To: Building Official, St. Lucie County Building Division 2300 Virginia Avenue Fort Pierce, Florida 34982 Re: Specialty Building Inspections for Threshold Building Project: FP&L Security Training Building Permit # 1601-0245 1601 S. Ocean Drive Jensen Beach, FL 34957 General Contractor: Mathew Mattison 772-260-2450 Cell Commercial Contracting Division 709 SE a St, Stuart, FL 34994 Building Official: This letter is to inform you as threshold building special inspector, John Breitenbach PE 59770, that the Contractor has successfully completed, to the best of my knowledge, the concrete and structural work according to the plans and specification documents by N2 Architecture and Design, dated December 22, 2015. Attached is the inspection log and dates. Should you have any qpo�tibrt Ll please contract me. p • :::::. �aq Respectfully, -;o��• ��ENSE ••'•cy��"�: Occ z o'. STATE OF .44j 90 .. FLOBVI). fFSSION A\-�� John D. Breitenbach,'W4,�� N�%\��"``` FL PE #59770, FL SI #20y, �i�, Firm Reg. #26001 (3)-copies, signed and sealed to Commercial Contacting (for distribution) file= 16025-1-FP&L Security Bldg I�ec��o�c�-� APR 2 0 RED 3.446 Final Completion.doc BREITENBACH LNGINEERING, INC johnbach442@gmail.com 4853 SE Pilot Way, Stuart, Florida 34997 Cell: (772) 834-4743 January 18, 2016 To: Building Official, St. Lucie County Building Division 2300 Virginia Avenue Fort Pierce, Florida 34982 Re: Specialty Building Inspections for Threshold Building Project: FP&L Security Training Building Permit # 1601-0245 1601 S. Ocean Drive Jensen Beach, FL 34957 General Contractor: Mathew Mattison 772-260-2450 Cell Commercial Contracting Division 709 SE 5th St, Stuart, FL 34994 Building Official: This letter is to inform you as threshold building special inspector, John Breitenbach PE 59770 will be performing Threshold building services for the (above) proposed metal building construction. Structural work will involve foundations, slab on grade, structural steel, metal siding and roofing. My threshold building special inspector number is 2072; firm registration #26001. 1 will be sending you copies of the final inspection reportfor final completion certification letter when the project is completed. The following is the inspection plan: 1. Inspection of foundation and slab re -bar, compaction. 2. Concrete pour, slump, and cylinder tests. 3. Structural steel, siding, and roofing. Should you have please contract me. -REITENe .9 o STATE OF ,r 90. ALORIO',C�F John D. BreiteAh-AhStmuat =' FL PE #59770, Reg. #26001 (3)-copies, signed and sealed to Commercial Contacting (for distribution) file= 16025-1-FP&L Security Bldg 1-18-16 Letter of Intent.doc 16025-1 FP&L Bldg Breitenbach Engineering, Inc Tel: 772-834-4743 4853 SE Pilot Way, Stuart, FL 34997 Job Name: Security Training Building To: FP&L 1601 S Ocean Dr, Jensen Beach, FL By: ohn D. Breitenbach, PE Tel: 772-834-4743 PE #59770, Si # 2072 Date Item Category Comments 1/25/16 1 1/18/16 1/19/16 1 3/4/16 1 3/9116 Permit Number: 1601-0245 Job Number: 16025-1 ITel: Fax: Date: Time: Pass/Fail Work Category 9:00 am. Re -bar for slab, footings. Forming 8:00 am. Slab pour Pass Pass Foundations Slab 1:15 pm. Structural steel, bolting, roofing, siding, trims Eave extension bolting, all bolts loose and too short OK Failed Structural, siding, roofing Eave extension bolts re -inspected Passed Dwg References: Dwg References: Dwg References: Dwg References: Send via: [ ] Fedex, std [ ] U.S. Mail file = c:W016-Projects) 16025-1 FP&L Bldg •• �y r.� �Il� IV401t OCT _ 2015 A R17iYi _ KELLER, SCHLEICHER & MacWILLIAM ENGINEERING X1'D._.TES-Td.N•Gr-aNC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 October 6, 2015 Aaron Wojcieszak Commercial Contracting Division, Inc. 709 S.E. 5th Street Stuart, Florida 34994 Re: 4,000 s.f. Building St. Lucie Nuclear Power Plant 6501 South Ocean Blvd. Jensen Beach, Florida KSM Project #: 152133-b Dear Mr. Wojcieszak: As requested, KSM Engineering & Testing has performed a subsurface investigation at the referenced site. Presentation of the data gathered during the investigation, together with our geotechnical related opinions, are included in this report. A. Site Description: At the time of drilling, the site was fairly flat and cleared. B. Project Description: A one story, 4,000 s.f. metal building is planned to be constructed on the site. Loads from the structure will be transferred to the ground by conventional shallow footings. We estimate the maximum loads will be less than 2,000 pounds per linear foot along the wall foundation and less than 30 kips for individual column loads. Some additional site fill will be required to reach the desired grades. APO 2 0 ED Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 4,000 s.f. Building -2- October 6, 2015 St. Lucie Nuclear Power Plant 6501 South Ocean Blvd. Jensen Beach, Florida C. The scope of our study consisted of the following: 1. Performed Standard Penetration Test Borings in the proposed construction area to estimate the subsoil relative density. 2. Measured the groundwater level at each boring. 3. Evaluated the existing soil conditions with respect to the proposed construction and provided recommendations for site preparation and foundation design. 4. Prepared this report to document our findings. D. Site Investigation: The site investigation program consisted of performing four (4) Standard penetration test borings in the proposed construction area. The borings were terminated at depths of 10 to 14 feet below grade. The locations of the borings are indicated on the attached boring logs. The SPT borings were completed in accordance with procedures described in ASTM D-1586. A standard 1.5 inch I.D., 2 inch O.D. split -spoon sampler is driven into the soil by successive blows of a 140 pound hammer freely falling 30 inches. The number of blows required to drive the sampler 1 foot, after seating 6 in., is designated the Penetration Resistance, or "N" value. At regular intervals the sampler is extracted from the ground and opened to allow visual examination and classification of the retained soil sample. Also, the groundwater table was allowed to stabilize and the depth of the groundwater elevation recorded from existing grade. The records of the soils encountered, the penetration resistances and groundwater level are shown on the attached logs. Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 TIP C 1 t A%17AYi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 4,000 s.f. Building -3- October 6, 2015 St. Lucie Nuclear Power Plant 6501 South Ocean Blvd. Jensen Beach, Florida E. Engineering Evaluation and Conclusions: Based on the information obtained from this site investigation, we are pleased to offer the following evaluation: The boring logs indicate the subsurface conditions to be fairly uniform across the site. The soils consist mostly of fine-grained sand. Shell fragments were also found in the borings. "N" values recorded during the boring operation indicate the soil density is generally firm to medium dense. Please refer to the soil boring logs for specific information relative to the soil description. Based on the existing soil conditions, the proposed structure can be supported on a shallow foundation system provided that the site is properly prepared. The following sections provide recommendations for the site preparation and foundation design. F. Site Preparation: The proposed building area and areas to be paved, plus a minimum margin of five feet beyond the proposed construction shall be stripped and grubbed of surface debris, including vegetation, roots and organic matter. Stumps shall be removed entirely. The building area should be graded level and proofrolled. Any soft yielding areas shall be excavated and replaced with clean compacted fill. Sufficient passes should be made during compaction operations to produce a density no less than 95 percent of its modified dry Proctor value (ASTM D 1557) to a depth of two feet. After the exposed surface has been proofrolled, the building and pavement areas may be filled to the desired grades. The fill material shall consist of clean granular sand containing less than 10% material passing the U.S. Standard No. 200 mesh sieve. Place structural fill in loose layers of 12 inches in thickness and compact each lift to at least 95 percent of its modified dry Proctor value. After excavating for the footings, the disturbed footing subgrade should be recompacted to 95 percent (minimum) of its modified dry Proctor value. This can be best achieved by making several passes with a relatively light -weight walk -behind vibratory sled or roller. Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 V r 1 I' RC111iYi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 wwwAsmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 4,000 s.f. Building -4- October 6, 2015 St. Lucie Nuclear Power Plant 6501 South Ocean Blvd. Jensen Beach, Florida G. Foundation: Provided that our recommendations for site preparation are followed, the proposed structure may be supported on conventional concrete slab, steel reinforced footings designed for an allowable soil bearing pressure of 2,000 pounds per square foot, or less. With the foundation properly designed and the site properly prepared, we anticipate total settlements less than 1/2 of an inch and less than 1/4 of an inch of differential settlement. The majority of the settlement should occur during construction. H. Floor Slabs: A conventional slab -on -grade can be used in the "at grade' portion of the buildings. We recommend the disturbed subgrade below the floor slab be re -compacted to 95 percent of the modified Proctor maximum dry density (ASTM D 1557) prior to placement of the concrete. An estimated modulus of subgrade reaction of 150 pounds per cubic inch (pci) can be used for design of the slab -on -grade. We recommend that expansion or control joints be incorporated between the floor slab and column or wall footings. Control joints should also be incorporated in the slab at frequent intervals to control shrinkage cracks. A moisture barrier is recommended beneath the floor slab to prevent moisture migration from the underlying soil resulting in dampness of the slab. I. Closure: This report has been prepared in accordance with generally accepted soil and foundation engineering practices based on the results of the test borings and the assumed loading conditions. This report does not reflect any variations which may occur between the borings. If variations appear evident during the course of construction, it would be necessary to re-evaluate the recommendations of this project. We a #%ipleusa*4 be of assistance to you on this phase of your project. When we may be of fu`oi.6:toW6N,or should you have any questions, please feel free to call. Fespbcgfully, ems °�� Qlik . P -` A .9 •ae. oa••• J L. EN'GN�� Email To 44689811clieszal Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 KSM Engineering .sting - BORING NUMBER B-1 KSM S basBtlan, FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Commercial Contracting Division, Inc. PROJECT NAME St. Lucie Nuclear Power Plant, 4,000 s.f. Building PROJECT NUMBER KSM # 152133-b PROJECT LOCATION 6501 S. Ocean Blvd., Jensen Beach Florida DATE STARTED 10/5115 COMPLETED 1015115 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample Q AT TIME OF DRILLING 3.92 ft LOGGED BY MS & MH CHECKED BY JEK AT END OF DRILLING -- NOTES N.E. Section of Proposed Building AFTER DRILLING — W o Z rr ♦ SPT N VALUE A U } if >- w yr w W � 5 1-- 20 40 60 80 n x W" m O J MATERIAL DESCRIPTION w m J� % a � z --1 J0Q Lu N � p PL MC LL l I p OOP MOZ v" �" 20 40 60 80 �z ❑ FINES CONTENT (%) ❑ a Of 0 20 40 60 80 Dark Gray Sand with Roots Brownish Gray Sand with Shell and Some Clay yz 6-7-6 SS .'; SZ SS 2-2-3 .. _ (5) ....::....... :....... .......:....... 5 SS 2-3-7 :....�. Light Brown Sand with Some Rock'""'" (10) . o.:. .............. :............... :...... . SS 21-13-10 : ' Gray Slightly Silty Sand 10 9-4-12SS W m SS 15-12-12 ... N (24) .......: ....:....... ........ :...... . w : SS 10-9-10 ......:.......:.............:....... (19) Bottom of borehole at 14.0 feet. rn Y_ N U O O N N W E N Y a k m 9 N N_ O F 0 W Qm J N J O F N F 2 U N F O 6 m U w O w O KSM Engineering, ;ling BORING NUMBER B-2 KSM Sebastian, FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Commercial Contracting Division, Inc. PROJECT NAME St. Lucie Nuclear Power Plant 4,000 s f. Building PROJECT NUMBER KSM # 152133-b PROJECT LOCATION 6501 S. Ocean Blvd., Jensen Beach Florida DATE STARTED 10/5/15 COMPLETED 10/5/15 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample aATTIME OF DRILLING 3.3311 LOGGED BY MS & MH CHECKED BY JEK AT END OF DRILLING -- NOTES S.E. Section of Proposed Building AFTER DRILLING — W o rr ♦ SPT N VALUE L) > o: > w W 5 20 40 60 80 PL MC LL • ac a0 O MATERIAL DESCRIPTION Wm wo > d 3z� �] I-� ~ Z W .� p ,J 2 OV Q m O W 4 V " } I 20 40 60 80 Z Z ❑ FINES CONTENT (%) ❑ < a D 20 40 60 80 .Dark Gray Sand with Roots .:. Brownish Gray Sand with Shell and Some Clay 5-6-5 ....................... ........ :...... . SS It 1) 4 ,::.. SS 3-3-2 5 Brownish Gray Sand with Traces of Shell P3-4 SS o:..;: Light BSand with SRock Brown ome g_g_g .:... . :o.. SS (16) ...... ......... ......:....... :...... . .'a SS 19-24-16 .......:..... :.......:.......:....... 10 (40) Bottom of borehole at 10.0 feet. m �5 N W 7 K W N N Y_ N U O O N N W LL N Y a k 0 UI N_ O F m O [0 5 m m f- m z u N F O J a x m r U W f O W W KSM Engineering' ,;ting BORING NUMBER B-3 KSM S basstian, FL 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Commercial Contracting Division, Inc. PROJECT NAME St. Lucie Nuclear Power Plant 4,000 s.f. Building PROJECT NUMBER KSM # 152133-b PROJECT LOCATION 6501 S. Ocean Blvd., Jensen Beach, Florida DATE STARTED 10/5/15 COMPLETED 10/5/15 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample -27AT TIME OF DRILLING 3.25 ft LOGGED BY MS & MH CHECKED BY JEK AT END OF DRILLING — NOTES S.W. Section of Proposed Building AFTER DRILLING -- w o tt SPT N VALUE A a0 >- rr Wm r wo rn w w Lu 5 ~� 20 40 60 80 PL MC LL ax w O MATERIAL DESCRIPTION .., g > C+ 0 z¢ w Z o, • i p Q-z Ov- M0 V" }" 20 40 60 80 ❑ FINES CONTENT (%) ❑ y W a OM 0 20 40 60 80 Dark Gray Sand with Roots Brownish Gray Sand with Shell and Some Clay 5-5-5 ....................................... SS ... Gray Sand with Traces of Shell 3-2-2 . :.......Brownish SS212 SS(5) 223 u 10:. Gray Slightly Silty Sand q_q_g'i: .': Rock SS SS..... 33-34-27 ...¢ y;"a9:. SS 17-18-15 .:.......:....... w •o:a::a. a..:.>'. (33) y Bottom of borehole at 14.0 feet. m Y_ m U O O N N W LL m P f m O N O F O U' m g m 7 C F m F Z O N F O a x m x U w r O w w KSM Engineering BORING NUMBER B-4 _,;lingP.O. Box 71377 KSM S bassi an, F L 32978 PAGE 1 OF 1 Tel: (772)-589-0712 Fax: (772)-589-6469 CLIENT Commercial Contracting Division Inc. PROJECT NAME St. Lucie Nuclear Power Plant 4,000 s.f. Building PROJECT NUMBER KSM # 152133-b PROJECT LOCATION 6501 S. Ocean Blvd., Jensen Beach Florida DATE STARTED 10/5/15 COMPLETED 10/5/15 GROUND ELEVATION HOLE SIZE inches DRILLING CONTRACTOR GROUND WATER LEVELS: DRILLING METHOD Split Spoon Sample SAT TIME OF DRILLING 3.75 ft LOGGED BY MS & MH CHECKED BY JEK AT END OF DRILLING — NOTES N.W. Section of Proposed Building AFTER DRILLING — uw o Z tt ♦ SPT N VALUE a.r m w w 5 20 40 60 80 a c a o MATERIAL DESCRIPTION W j d p Q w N z a PL MC LL • �80 p OV K m O U" 20 40 60 0- Z Z ❑ FINES CONTENT (%) ❑ N a o 0 20 40 60 80 ...... Dark Gray Sand with Roots : : Brownish Gray Sand with Shell and Some Clay 5-4-5 .. SS (9) 3-3-2 ...............................:....... 5 Brownish Gray Sand with Traces of Shell 2-2-2 SS 6-6-7 Gray Slightly Silty Sand (13) .....:.......:.......:.......:....... ... .. SS 10 (13) Bottom of borehole at 10.0 feet. m n N C W J K W N N Y_ m U O O N W J LL N Y J H O N IN N O F 0 W m 3 m N F 2 W m r O a 2 m 2 U W 0 W