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Home My WebLink AboutBLDG1403-0024-Soil Bearing ReportsFIELD DENSITY TESTING REPORT Report Number: Service Date: Report Date: · Task: Client HD 131567.0022 04/14114 04/14/14 FIELD TESTING WCI Communities, Inc. Attn: Vincent Veccharella 11825 Heron Bay Boulevard Coral Springs, FL 33076 Lot 3 F DUNKELBERGER 1225 Omar Rd. West Palm Beach, FL 33405 \ '-\.0 ~ .... c:9{) 0:1 561-689-4299 Project Heron Bay-Osprey Lakes Parkland, FL 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 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 TeiTacon 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 moisture and density retests as requested or as required by the project specifications to determine degree of compaction and material moisture condition. Dunkelberger Rep.: Dennis Torres Ayala Reported To: Contractor: Report Distribution: ( 1) WCI Communities, Inc., Vincent (I) WCI Communities, Inc., Emailed Vcccharclla AP.R 1 6 2014 Reviewed By: roject 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. CTOOOI, 6·30-11, Rev.9 Page I of 1 FIELD DENSITY TEST REPORT ReportNumber: HD131567.0022 Service Date: 04/14114 Report Date: 04114114 Task: FIELD TESTING Client WCI Communities, Inc. Attn: Vincent Veccharella I 1825 Heron Bay Boulevard Coral Springs, FL 33076 Material Information Mat. No. 1 Proctor Ref. No. HD131567.0013 Classification and Description Light gray fine SAND, some fragmental limestone Field Test Data Test No. 2 Test Location Lot 3 F Center of Garage Cener of Slab Datum: Final Grading Fill Lift I Elev. Final Final Mat. No. Project DUNKELBERGER engineering & testing, inc. A 1rerraccn coMPANY 1225 Omar Rd. West Palm Beach, FL 33405 561-689-4299 Heron Bay -Osprey Lakes Parkland, FL Project Number: HD131567 Lab Test Data Project Requirements Optimum Water Max. Lab Water Laboratory Content Density Content Compaction Test Method {%) {pcf) {%) {%) ASTM DI557 9.1 113.4 Min98 Probe Wet Water Water Dry Percent Depth Density Content Content Density Compaction {in) {pcf) {pcf) (%) (pcf) (%) 12 I 16.9 4.6 4.1 112.3 99 12 122.5 8.4 7.4 I 14.1 101 Serial No: 34268 Std. Cnt. M: 671 Std. Cnt. D: 2538 Comments: Test and/or retest results on this report meet project requirements as noted above. Services: Perfonn in-place moisture and density retests as requested or as required by the project specifications to determine degree of compaction and material moisture condition. Dunkelberger Rep.: Dennis Tones Ayala Reported To: Contractor: Report Distribution: (I) WCI Communities, Inc., Vincent Vcccharclla (I) WCI Communities, Inc .. Emailcd Reviewed By: St hen Mrachek, P.E. 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 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. Rcv.l Page I of I J1ream P E S T t I I E I S t• 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 11 00 Barnett Drive #28 City: Lake Worth State: FL Zip: 33461-2619 Company Phone No.: 561-547-1700 Business License No.: JB 166552 Section 2: Builder Information Company Name: _---loi!JJ~CJ=------------------- Phone No.:. _____________ _ Section 3: Property Information Time In: _ ____c:IO~ZD~A_!_""'- Time Out: _...!...JI/L.:O:....:O::...;.A..:....:.w..t~- Building Permit No.: B J..!Z't /l{,.D 3 -aD?., y. I I ~~oo~&ru~reoo~~~:~L~I~S~2~'-~M~W-~l~'-~--~~~~-d~~--~~~''~--3~F ______ _ Type of Construction: p(slab D Basement 0 Crawl Approximate Depth of Footing: Outside: I"' D Other------------=------- Type Fill: &_td' Inside: 16 Section 4: Treatment Information Date(s)ofTreatment(s): uf,•{241i EPARegistrationNo.: 432-1332-AA-73748 I. --~~~~~~------ Brand Name of Product(s) Used: I Maxx Pro Active Ingredient: lmidacloprid Final Mix Solution: Jl5% · Treatment Area Sq. Ft.: !:>W ujA Linear Ft. of Masonry Voids: -.~Hf!!LJ~~----Linear Ft. Total Gallons of Termiticide Applied: ___ ___._.3~~~·z==------- Service Agreement Available? Liquid treatment Liquid Final exterior treatment Borate treatment: Bait in lieu of Pretreat ~es DNo ~Yes DNo DYes ~o DYes o DYes No 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. _____ -1---------------------------- RH-NT9/05 .. _ ... DUNKELBERGER engineering & testing, inc. www.dunkelberger-engineering.com Project Name: Project No.: Client: Attention: Engineer's Summary Statement Osprey Lake Parkland, Florida FTL-10-0637 (40.6) WCI Communities, LLC 3001 PGA Blvd., Suite 101 Palm Beach Gardens, Florida 33410 Mr. Nelson Bennett • Fort Lauderdale • Port Saint Lucie • Sarasota • West Palm Beach April3, 2013 Lot 3 -Block F Sheet 1 of2 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 fmdings, recommendations, or professional advice contained herein hav,I\\~Y~~i'JI,~ccordance with generally accepted professional geotechnical practices in the l~rlo~f.t:~"'~'l~.c~anties are implied or expressed. ~~~~G '·/:' •• -~', ~A:. •• " -•• 1-, S0:" No 707B4 ·.. ~ = ..• : - Michael J. O'Connor, P.E. Executive Vice President FL Registration No. 44082 / .. ·-0 3 2014 State of Florida Board of Professional Engineers Authorization No. 6870 Toll Free (877) 643.6832 DUNKELBERGER ENGINEERING & TESTING, INC. TEST BORING LOG BORING NO. TB-3 F Project: Osprey Lake Sheet No.: 2 of2 Client: WCI Communities, LLC ProjectNo.: FTL-10-0637 Boring Location: Center of Lot# 3 Block F Casing_ Rock Core Elevation: N/A Type: Boring Depth: 10.0' Diam: Water Depth: 4.7' Depth: Drilled Date: 12-4-12 Drill Rig: DR2 CME 55 Driller: JM Contractor: DET Drilling, Inc. Logged By: JM Depth Sample Blows On Sample "N" Material Description Remarks (feet) No. Spoon Per 6" Value 1 2 1 6-7-8-9 15 0.0-3.0-Gray fine SAND, trace to some 3 fragmental limestone and trace shell 4 2 7-10-13-38 23 fragments (SP) 5 6 3 38-37-49-31 86 3.0-4.0-Gray well cemented limestone 7 8 4 12-11-11-9 22 4.0-6.0-Gray fme SAND, trace to some 9 fragmental limestone and trace shell 10 5 15-19-18-16 37 fragments (SP) 11 12 6.0-10.0-Gray well cemented limestone 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 DUNKELBERGER DET 52 (Rev. 05/13/2008) r:') Home Team P l S l I) I r I ft 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 lnfestat!on Is required by the Florida Building Code, Section 1 05.16 All contracts for services are between the Pest Control Operator and builder. unless stated otherwise. Section 1: Hometeam Pest D~fe~se Company Address 11 00 Barnett Drive #28 Company Phone No.: 561-547-1700 City: Lake Worth State: FL Business License No.: JB 166552 Zip: 33461-2619 Section 2: Builder lnformatio,~ Company Name: -~W~<:.-~1:.~-----------------Time In: ll~ 3 Z. · Phone No.: ,J{l • Time Out: --=--=' !_,_S"" __ _ Section 3: Property Information Building Permit No.: * B ~Qc, ft.(D~ -cJ 0 ZJ.-1 Location of Structure(s) Treated: J if8tt P,) 12 ~ H~uiY'1V Type of Construction: 0 Slab 0 Basement 0 Crawl 0 Other ------------------ out 'd j/ lns1'de· lb Type All: ~4 ,l Approximate Depth of Footing: s1 e:¥« · --=----- ! ' Section 4: Treatment Information -.n !I ''l l-'1 EPA Registration No.: ~4~3:£2-~13~3:=.:2-~M~-7!_:::_3~7 4~8:.__ ____ _ Oate(s) of Treatment(s): _ _:""~O~f-:..L-..1.'~-:...:_.1..----- Brand Name of Product(s) Used: I Maxx Pro Active Ingredient: lmidacloprid Anal Mix Solution: .-:.·0~5~%:.____ Treatment Area Sq. Ft.: -~,J~~~----- ..., a. U Linear Ft. of Masonry Voids: _;J~ll\ll----Linear Ft. "7 1-M~G*~~~~~~~~~-~/L/~f~~~----==~~-------~7~~~~ This building has received a complete tni\tment fo~ ~e prevention of subterranean termites. Treatment IS In accordance with the rules and laws established by the Florida Department of Agricultural and Consumer Services. Service Agreement Available? Liquid treatment Liquid Anal exterior treatment Borate treatment: Bait in lieu of Pretreat dYes ~es ~es DYes DYes ONo ONo QNo !i'No i!!'No Initial 4 t to be issued. This form does not preempt state law. Note: Some state laws require service agreemen s Attachmenttss~(L:ist~) ======;~---------~==-=~~~::~== Comments_ Certification No.: -j i 5$b" 'I Name of Applicator(s): _ii.~M~'U.~~-----:Da:::te:: 08 /t '1/ tV Authorized Signature 1\11-N'T 9105 -.,. ,., Home Team . P I $ T D I f I • S 1• 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 11 00 Barnett Drive #28 City: Lake Worth State: FL Zip: 33461-2619 Company Phone No.: 561-547-1700 Business License No.: JB 166552 Section 2: Builder Information Company Name: J.. Time In: 0 L/ {) .4-Nf Phone No.: _____________ _ TimeOut: 1000 A-,... Section 3: Property Information BuildingPermitNo.: B<..P"'J JC/03-002-Y , Location of Structure(s) Treated: liSt~ )#} 11 ;-lj d.A""" Type of Construction: ~Slab D Basement D Crawl D Other -------------..------- Approximate Depth of Footing: Outside: I"' Inside: 1 c.. Type Fill: s,J Section 4: Treatment lnf~rmation Date(s) of Treatment(s): lf{ I ) { 2tJ I~ EPA Registration No.: _4_3_2_-1_33_2_-M_-7_3_7 4_8 _____ _ Brand Name of Product(s) Used: I Maxx Pro Active Ingredient: lmidacloprid Final Mix Solution: ......:·..::..;05::...;0 /c.:-o __ _ Linear Ft. Jl /1 , Treatment Area Sq. Ft.: --"2~1 ___ _ Linear Ft. of Masonry Voids: ~.PM,f£/A_.___ __ _ Total Gallons of Termiticide Applied:------""-'------- Service Agreement Available? Liquid treatment Liquid Final exterior treatment Borate treatment: Bait in lieu of Pretreat )(Yes ~Yes DYes DYes DYes DNo DNo li:No ~No ~0 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 DepaQ~ent of Agricultural and Consumer Services. Initial iJ)') Note: Some state laws require service agreements to be issued. This form does not preempt state law. Attachments (List)------------------------------ Comments·----+---------------------------- Name of Applicator(s): -+=~=-----....o::....;._____..;._-+-#,rf'-""-~,.__-.------ Authorized Signature --------Dtf.~E::,...~::::.=---Date: ____ l....lf-''-L.../-----'-'-:.........!.----- RH-NT 9/05