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BLDG1403-0069-Soil Bearing ReportsFIELD DENSITY TEST REPORT Report Number: HD131567.0108 Service Date: 10/29/14 Report Date: 10/31/14 Revision 1 - Locations Task: Client WCI Communities, LLC Attn: Vincent Veccharella 11825 Heron Bay Boulevard Coral Springs, FL 33076 Material Information Mat. No. Proctor Ref. No. Classification and Description 1 HD131567.0013 Light gray fine SAND, some fragmental limestone Field Test Data Test No. Test Location Lot 4/1-1 - Sidewalk and Driveway 1 Center of Driveway 2 Center or Sidewalk Lift / Mat. Elev. No. DUNKELBERGER engineering & testing, inc. AlrerrSCOn COMPANY 1225 Omar Rd. West Palm Beach, FL 33405 561-689-4299 Project Heron Bay - Osprey Lakes Parkland, FL Project Number: HD131567 Lab Test Data Optimum Water Max. Lab Content Density (pcf) 9.1 113.4 Laboratory Test Method ASTM D1557 Probe Depth (in) 12 1 12 12 1 12 Wet Density (pcf) 122.0 125.3 (%) Water Content (pcf) Water Content (%) 7.7 6.7 9.1 7.8 Datum: Inches below top of Sidewalk/Driveway Subgrade Serial No: 27995 Std. Cnt. M:568 Comments: Test and/or retest results on this report meet project requirements as noted above. Services: Perform in-place moisture and density retests as requested or as required by the proj determine degree of compaction and material moisture condition. Dunkelberger Rep.: Cristian Rosas Fosado Reported To: Contractor: Report Distribution: (1) WCI Communities, LLC , Vincent Veccharelh (1) WCI Communities, LLC , Emailed Test Methods: ASTM D6938 Reviewed By: Project Requirements Water Content (%) Dry Density (PO Compaction (%) Min 98 Percent Compaction (%) 114.3 101 116.2 102 Std. Cnt. D: 2212 10/31/14 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. CR0007, 11-16-12, Rev'7 Page 1 of 1 FIELD DENSITY TESTING REPORT, Report Number: HD131567.0041 Sere gate: 05/08/14 Report Date: 05/08/14 ii5 J?4 /glol _6 o69 Client Project WCI Communities, Inc. Heron Bay - Osprey Lakes Attn: Vincent Veccharella 11825 Heron Bay Boulevard Parkland, FL Coral Springs, FL 33076 UNKE BERG R e sginorm ing 4 tooting, AlintrattrInC r•AAe 1225 Omar Rd. West Palm Beach, FL 33405 561-689-4299 Lot 4/H Project Number: HD 131567 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 confoitnance 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 mo; ffe fo tetffists to determine degree of compaction and material moisture condition. Dunkelberger Rep.: John Aquino Reported To: Contractor: Report Distribution: (1) WCI Communities, Inc., Vincent (I) WCI Communities, Inc., Emailed Veccharella Reviewed By: tephen Mrachek, P.E. Projekt 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. CT000I, 6-30-11, Rev.9 Page 1 of 1 FIELD DENSITY TEST REPORT Report Number: Service Date: Report Date: Task: HD 131567.0041 05/08/14 05/08/14 Client WCI Communities, Inc. Attn: Vincent Veccharella 11825 Heron Bay Boulevard Coral Springs, FL 33076 Material Information Mat. No. Proctor Ref. No. Classification and Description I HD 131567.0013 Light gray fine SAND, some fragmental limestone Field Test Data Test No. Test Location Lot 4/H 1 Center of Pad 2 Center of Garage Lift / Elev. Final Final BUNKELBERGER engineering & testing, inc. A1rerrrecon COMPANY 1225 Omar Rd, West Palm Beach, FL 33405 561-689-4299 Project Heron Bay - Osprey Lakes Parkland, FL Project Number: HD131567 Lab Test Data Optimum Water Max. Lab Content Density (pct) 9.1 113.4 Laboratory Test Method ASTM D1557 (%) Probe Wet Water Water Mat. Depth Density Content Content No. (in) (pct) (pct) (%) 1 12 120.8 8.0 7.1 1 12 121.0 7.4 6.5 Datum: Inches below Final Grading Fill 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 (pcf) Compaction (%) Min 95 Percent Compaction (%) 112.8 99 113.6 100 Std. Cnt. D: 2212 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 Veccharella (1) WCI Communities, Inc., Emailed Reviewed By: Pro phen Mrachek, P.E. t ' anager I, FL Reg. No. 70784 Test Methods: ASTM D6938 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 ndicated 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, 1 1-16-12. Rev.7 Hom�Team PEST 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 Oaerator 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: ti)C. Phone No.: City: Lake Worth State: FL 7ip: 33461-2619 Business License No.: JB 166552 Section 3: Property Information Building Permit No.: ?7 k ' i i I 3 - dO6 Location of Structure(s) Treated: FOES Ala) 11,0 „f% Type of Construction: Slab ❑ Basement 0 Crawl 0 Other Approximate Depth of Footing: Outside: /6 Inside: Section 4: Treatment Inf rmation Date(s) of Treatment(s): 3 1e % �'6' 1 ` Brand Name of Product(s) Used: I Maxx Pro Final Mix Solution: .05% Linear Ft. 11/4 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: ¢i Yes 0 No gYes ❑ No 0 Yes C'] No 0 Yes G] No 0 Yes 21 No Time In: g05,4 Time Out: 9 Lid,ao. Type Fill: Sic/ 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 r(�/lvki 4jtuy 3d Name of Applicator(s): Authorized Signature RH-NT 9/05 Certification No.: , 9fZDyZ'1(d Date: 5/s/2N DUNKELBERGER engineering & testing, inc. www.dunkeiberger-engineering.com O(1)0) 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 4 — 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 confoirance 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 been made in accordance with generally accepted professional geotechnical practices in the locajoda No ager warranties are implied or expressed. CEA • co • 0 Ste T chek, P.E. o cc Prod-.; ;,ger . OF /e.4/ FL RRSgp a*:ffl. klpo, - 2.014 Michael J. O'Connor, P.E. Executive Vice President FL Registration No. 44082 State of Florida Board of Professional Engineers Authorization No. 6870 Toll Free (877) 643.6832 1 DUNKELBERGER ENGINEERING & TESTING, INC. 1 Projot;t: Osprey Lake ' Client: WCI Communities, LLC Boring Location: Center of Lot # 4 Block H Depth (feet) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Sample No. 1 2 3 4 5 Blows On Sample Spoon Per 6" 7-8-8-17 18-31-24-28 13-14-14-13 38-36-40-42 28-26-26-24 DUNKELBERGER «N„ Value 16 55 28 76 52 Type: Diam: Depth: Drill Rig: Contractor: TEST BORING LOG Casing Rock Core DR 2 CME 55 DET Drilling, Inc. Material Description 0.0 — 6.0 - Gray fine SAND, trace to some fragmental limestone and trace shell fragments (SP) 6.0 — 10.0 - Gray well cemented limestone BORING NO. TB -4 H Sheet No.: 2 of 2 Project No.: FTL-10-0637 Elevation: N/A Boring Depth: 10.0' Water Depth: 5.4' Drilled Date: 12-17-12 Driller: JM, CN Logged By: JM Remarks DET 52 (Rev. 05/13/2008) 1 1 ameTeam a Ptt3T )ball S 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 15.16 All contracts for services are between the Pest Control Ooerator and builder, unless stated otherwise. Section 1: Hometeam Pest Defeise Company Address 1100 Barnett Drive #28 Company Phone No.: 561-547-1700 Section 2: Builder Information Company Name: Phone No.: City: Lake Worth State: FL Zip: 33461-2619 Business License No.: JB 166552 Section 3: Property Information Building Permit No.: i)714 04' / 11 - OD4'9 Location of Structure(s) Treated: 5(C2g Time In: 3ie) Qw• Time out: 3 P o^ i c� W d 4 1-f '17,i Pt 330 1 Type Fill: Type of Construction: C] Slab asement C3 Crawl C] Other Approximate Depth of Footing: Outside: Inside: Section 4: Treatment Inf rmation Date(s)of Treatment(s): t r 124 Id- EPA Registration432-1332-AA-73748 No.: Brand Name of Product(s) Used: I Maxx Pro Active Ingredient: imidacioprid Final Mix Solution: .05% Linear Ft. 4-.061 Total Gallons of Termiticide Applied: Service Agreement Available? Liquid treatment Liquid Final exterior treatment Borate treatment: Bait in lieu of Pretreat Treatment Area Sq. Ft.: Linear Ft. of Masonry Voids: 140 iota C114CI No ❑ No Gales Cl No CI Yes C] Yes reu°No This building has received a complete trOtment for the prevention of subterranean termites. Treatment is in accordance with the rules and laws est iblished by the Florida Departmerpt of Agricultural and Consumer Services. Initial e d 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 FH -NT 9145 Certification N9.: 2 f o6 5 j Date: 111121 11c1_