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HomeMy WebLinkAboutBLDG1403-0025-Soil Bearing ReportsDUNKELBERGER engineering & testing, inc. www.dunkelberger-engineering.com 1 403.00 y3 Engineer's Summary Statement Project Name: Osprey Lake Parkland, Florida Project No.: FTL-10-0637 (40.6) Client: WCI Communities, LLC 3001 PGA Blvd., Suite 101 Palm Beach Gardens, Florida 33410 Attention: Mr. Nelson Bennett • Fort Lauderdale • Port Saint Lucie • Sarasota • West Palm Beach April 3, 2013 Lot 10 — Block H Sheet 1 of 2 Based on the results of the attached Standard Penetration Test boring, the foundation soils for the subject building at the referenced location, are suitable to support shallow foundations and a slab -on -grade designed for a net soil contact pressure of 2500 pounds per square foot (psf) and are in conformance with the Florida Building Code, Chapter 18. .The upper one to two feet of soils will require densification and should be uniformly compacted to 95 percent of the ASTM D 1557 maximum dry density. The representations made in this report are based on the attached Standard Penetration Test boring. The attached test results reflect conditions at the time the boring was performed at the locations and depths indicated on the data sheets. It should be recognized that soil conditions may differ locally from those shown by our observations and tests, or as a result of weather and/or man -caused disturbances subsequent to the testing. If differing conditions are found during construction, Dunkelberger Engineering & Testing, Inc. (Dunkelberger) should be notified immediately to determine if a change in foundation recommendations is required. If Dunkelberger is not retained to perform these functions, Dunkelberger will assume no responsibility for the impact of these conditions on the project. Dunkelberger warrants that the findings, recommendations, or professional advice contained herein have Walde in accordance with generally accepted professional geotechnical practices in the 1 Otg4rail r warranties are implied or expressed. C7• 70 4 Stjle. ��� •el�P.E.,"��,, Michael J. O'Connor, P.E. Pro k�,,, ger '• .$ Executive Vice President FL R" s ti .' ,35, :,4►` FL Registration No. 44082 State of Florida Board of Professional Engineers Authorization No. 6870 Toll Free (877) 643.6832 DUNKELBERGER ENGINEERING & TESTING, INC. Project: Osprey Lake Client: WCI Communities, LLC Boring Location: Center of Lot # 10 Block H Depth Sample Blows On Sample (feet) No. Spoon Per 6" Value 1 2 1 7-11-11-9 22 3 4 2 14-28-38-39 66 5 6 3 30-28-13-16 41 7 8 4 13-8-9-14 17 9 10 5 6-6-6-8 12 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 It 30 31 32 33 34 35 36 37 38 39 40 DUNKELBERGER Type: Diam: Depth: Drill Rig: Contractor: TEST BORING LOG Casing Rock Core DR2 CME55 DET Drilling, Inc. Material Description 0.0 — 7.0 - Gray fine SAND, trace to some fragmental limestone and trace shell fragments (SP) 4.0 — 10.0 - Gray well cemented limestone BORING NO. TB -10 H Sheet No.: 2 of 2 Project No.: FTL-10-0637 Elevation: N/A Boring Depth: 10.0' Water Depth: 5.1' Drilled Date: 12-4-12 Driller: JM Logged By: JM Remarks DET 52 (Rev. 05/13/2008) FIELD DENSITY TESTING REPORT '4\,vin, \\.t3 -Z�t- HD 131567.0023 04/16/14 04/18/14 FIELD TESTING Report Number: Service Date: Report Date: Task: Client WCI Communities, Inc. Attn: Vincent Veccharella 11825 Heron Bay Boulevard Coral Springs, FL 33076 Lot 10/H DUNKELBERGER enginCtsring +8 insting, inc_. x�1C'Ei:7�nn COUPAA r 1225 Omar Rd. West Palm Beach, FL 33405 561-689-4299 Project Heron Bay - Osprey Lakes Parkland, FL Project Number: HD 131567 APR 21 2014 Based on the results of the attached soil density test results and previously submitted soil borings, the foundation soils for the subject building at the referenced location, plus a margin of 5 feet, are suitable to support shallow foundations and a slab -on -grade designed for a net soil contact pressure of 2500 pounds per square foot (psf) and are in conformance with the Florida Building Code, Chapter 18. Fill which becomes loosened as a result of foundation excavation, construction traffic or other means shall be recompacted to 95 percent at the ASTM D-1557 maximum dry density prior to placing reinforcing steel and concrete for the substructure. The representations made in this report are based on periodic observations and spot testing of completed, mass earthwork. The attached test results reflect conditions at the time the tests were performed at the locations and depths indicated on the data sheets. It should be recognized that soil conditions may differ locally from those shown by our observations and tests, or as a result of weather and/or man -caused disturbances subsequent to the testing. If differing conditions are found during construction, Dunkelberger Engineering & Testing, a Terracon Company (Dunkelberger) - should be—notified immediately to -determine if a- change --in foundation- recommendations - is required. If Dunkelberger is not retained to perform these functions, Dunkelberger will assume no responsibility for the impact of these conditions on the project. Dunkelberger warrants that the findings, recommendations, or professional advice contained herein have been made in accordance with generally accepted professional geotechnical practices in the local area. No other warranties are implied or expressed. Services: Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Dunkelberger Rep.: John Aquino Reported To: Contractor: Report Distribution: (1) WCI Communities, Inc., Vincent Vcccharella (1) WCI Communities, Inc., Emailed Reviewed By: rachek, P.E. Projeci"Manager I, FL Reg. No. 7078 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 6-30-11, Rev.9 Page 1 of 1 FIELD DENSITY TEST REPORT Report Number: HD 131567.0023 Service Date: 04/16/14 Report Date: 04/18/14 Task: FIELD TESTING Client WCI Communities, Inc. Attn: Vincent Veccharella 11825 Heron Bay Boulevard Coral Springs, FL 33076 Material Information Mat. No. 1 Proctor Ref. No. HD 131567.0013 Field Test Data Test No. Classification and Description Light gray fine SAND, some fragmental limestone Test Location Lot 10/H 1 Center of Pad 2 Center of Garage Lift / Mat. Elev. No. Final Final Datum: Inches below top of Final Grading Fill DUNKELBERGER engineering & testing, inc. AlrerraCon COMPANY 1225 Omar Rd. West Palm Beach, FL 33405 561-689-4299 Project Heron Bay - Osprey Lakes Parkland, FL Project Number: HD 131567 Lab Test Data Optimum Water Max. Lab Content Density (%) (pct) 9.1 113.4 Laboratory Test Method ASTM D1557 Probe Depth (in) Wet Density (pct) Water Content (pct) 1 12 120.8 8.2 1 12 120.6 7.7 Water Content (%) 7.3 6.8 Serial No: 27995 Std. Cnt. M: 566 Comments: Test and/or retest results on this report meet project requirements as noted above. Project Requirements Water Content (%) Dry Density (pct) Compaction (%) Min 95 Percent Compaction (%) 112.6 99 112.9 100 Std. Cnt. D: 2218 Services: Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. Dunkelberger Rep.: John Aquino Reported To: Contractor: Report Distribution: (I) WCI Communities, Inc., Vincent Veccharella (I) WCI Communities, Inc., Emailed Test Methods: ASTM D6938 Reviewed By: rachek, P.E. Projedt Manger I, FL Reg. No. 70784 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 1 CR0007, I I-16-12, Rcv.7 HrfleTeam PL$T DEFENSE" New Construction Subterranean Termite Treatment This report is submitted for information purposes to the builder on (new) construction cases where treatment for prevention of subterranean termite infestation is required by the Florida Building Code, Section 105.16 All contracts for services are between the Pest Control Operator and builder. unless stated otherwise. Section 1: Hometeam Pest Defense Company Address 1100 Barnett Drive #28 Company Phone No.: 561-547-1700 Section 2: Builder Information Company Name: ikl Phone No.: City: Lake Worth State: FL Zip: 33461-2619 Business License No.: JB 166552 Section 3: Property Information Building Permit No.: t3 404 1'4 0 — d O Location of Structure(s) Treated: 1/ 5 6 9 ,�f% 7%' Type of Construction: %Slab ❑ Basement ❑ Crawl ❑ Other Approximate Depth of Footing: Outside: /4. Inside: Section 4: Treatment Infor tion Date(s) of Treatment(s): '1' 1J" T20 f y i Brand Name of Product(s) Used: I Maxx Pro Final Mix Solution: .05% Linear Ft. /1/4 Total Gallons of Termiticide Applied: Service Agreement Available? Liquid treatment Liquid Final exterior treatment Borate treatment: Bait in lieu of Pretreat /6 EPA Registration No.: Active Ingredient: Imidacloprid Treatment Area Sq. Ft.: 31,39 Linear Ft. of Masonry Voids: ulA 313 (Yes ❑ No ,Yes ❑ No ❑ Yes 1 No ❑ Yes JpNo CI Yes No Time In: Id /0 444 Time Out: ) loo R st Type Fill: Salic/ 432 -1332 -AA -73748 This building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws established by the Florida Department of Agricultural and Consumer Services. Initial Note: Some state laws require service agreements to be issued. This form does not preempt state law. Attachments (List) Comments Name of Applicator(s): Authorized Signature RH-NT 9/05 Certification No.:. J i26L11 tiO "'r/moi`( HomeTeam PRST DLiI*$I' New Construction Subterranean Termite Treatment This report is submitted for information purposes to the builder on (new) construction cases where treatment for prevention of subterranean termite infestation is required by the Florida Building Code, Section 105.16 All contracts for services are between the Pest Control Operator and builder. unless stated otherwise. Section 1: Hometeam Pest Defepse Company Address 1100 Barnett Drive #28 Company Phone No.: 561-547-1700 Section 2: Builder Information Company Name: VC -.Z Phone No.: City: Lake Worth State: FL Zip: 33461-2619 Business License No.: JB 166552 Time In: /t a °P`"./ Time Out: / ! SP,1 Section 3: Prope Information Building Permit No.: ` ✓ �1 1 �{ ©3' ©��" Location of Structure(s) Treated: / / 35 41 7 r5 "1/141A-- r �0 %7 641.a L ice,F4o,e v7 Approximate Depth of Footing: Outside: /0 Inside: /4. Type Fill: ..`1`941 Type of Construction: ❑ Slab 1J Basement ❑ Crawl Other Section 4: Treatment Information Date(s) of Treatment(s): ' ' 27 - / Brand Name of Product(s) Used: 1 Maxx Pro Final Mix Solution: .05% Linear Ft. 9 I Total Gallons of Termiticide Applied: Service Agreement Available? Liquid treatment Liquid Final exterior treatment Borate treatment: Bait in lieu of Pretreat EPA Registration No.: Active Ingredient: Imidacloprid Treatment Area Sq. Ft.: Linear Ft. of Masonry Voids: //4 �s 0 No Q Yes ❑ No Yes ❑ No CI Yes INo CI Yes o 432 -1332 -AA -73748 This building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws established by the Florida Depart t of Agricultural and Consumer Services. Initial Note: Some state laws require service agreements to be issued. This form does not preempt state law. Attachments (List) Comments j Name of Applicator(s): LC #S Authorized Signature RH-NT 9105 Certification No.: S-3 VS- P - Date: Fl - Z7 —