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HomeMy WebLinkAboutEngineering Termite Inspection Termite Pretreatment -307-3 4 ® Pest Control Email:thebugassassinsilc@gmaii.com Rodent Service - ,, 1913 SW Castinet Lane © Fire Ant Lawn Service Whitefly Treatment Port St.,Lucie, FL 34953 ® Licensed & Insured I_ic.1e 274536 Notice of Preventative`treatment for Termites (as required by Florida Building Code(FBC)104.2.6 and Broward County Chapter FBC 105.2.2) PEST PREVENTION.r I FITtE ANT SERVICE TERMITE SERVICE I RODENT EXCLUSION&REMOVAL I WHITEFLY TREATMENT DATE OF SERVICE 1� tr( TIME l DE PMENT NAME(PROJECT) CONTRACTOR'S NAM s CONTACT PERSON np--S• B910L Comp e✓Q STRUCTURE ADDRESS(LOTIBLOCK) i CITY,STATE UNTY NOT ES > I nLzlp. CODE TREATMENT TYPEIAREA 0 FLOATING MONOLITHIC ❑PATIO ❑GARAGE ❑DRIVEWAY ❑STEM WALLIFOOTERS ❑ADDITION ❑CUTOUTS ❑FOOTER ❑FRONT ENTRY ❑RETREAT ❑BORA CARE TREATMENT ❑PLUMBING CUT OUTS ❑SIDEWALKS TAMP&TREAT ❑TREAT ONLY ❑FINAL ❑POOL DECK ❑OTHER PRODUCTS ❑BASELINE aDOMINION 2LACTIVE INGREDIENT ❑TERMIDOR SC ❑BORACARE ❑PREMISE ❑TALSTAR ❑OTHER ACTIVE INGREDIENT IMIDACLAPRID ❑BIFENTHRIN ❑DISODIUM OCTABORATE TETRAHYDRATE CONCENTRATION ❑.06% ' .1% ❑.12% t0..25% ❑.05% ❑23% ❑9% ❑0 THER GALLONS APPLIED SQUARE FOOTAGE CJ ( LINEAR FOOTAGE SQUARE FOOTAGE VERIFIED RYES LINO �LIEAS�URED OR VERIFIED PER PLANS JOB READY CONDITIONS MET YES ❑NO DETAILS As.per 104.2.6 FBC•If soil chemical barrier method for termite prevention is used.Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance:The building has received a complete treatment for the prevention of subterranean termites.Treatment is in accordance with rules and laws-established by the Florida Department ofAgricuRure and Consumer Services.(Per the Florida Building Code.) If this notice is for the final exterior treatment,initial and date this line FINAL STICKER ❑ELECTRICAL PANEL ❑WATER HEATER ❑OTHER Payment Terms: Payment due at time of service. Date Applicator:Thug Assasslns,LLC Date Customer(Property Owner or Agent) • dog/ -o,;z 7/ • American Testing Materials Engineering, LLC TESTING LABORATORIES-ENGINEERING-INSPECTION SERVICES-DRILLING ENVIRONMENTAL SERVICES. 1950 West 84th Street,Hialeah, Florida 33014/Phone: 305-646-1888/Fax:305-646-1887 March 12, 2020 Bodax Foundations, Inc. 1101 NW 55th Street, Ft. Lauderdale, Florida 33309 RE: Auger Cast in-place Piles Monitoring Inspection for a new Levesque Residence located at 4868 Watersong Way, Fort Pierce, Florida 34949 (P.O.#: 10376). Dear Sir: Pursuant to your request, American Tesdng Na al9s Engineering, LLC., conducted Auger Cast in-place Pile Monitoring on 03103/2020;03/04/2020 and 03/09/2020 at the above referenced project. Based on our Auger Caset in-placel pile logs, it is our professional opinion that the subject 14"diameter piles were driven as per specified length and for a safe bearing capacity of thirty(30)tons. A total of Fib Seven (57)Auger Cast Piles were installed at this project. Please refer to the attached auger cast pile log sheet for further explanation. We appreciate the oppodunity to have been of service to your company. Please feel free to contact us if there are any questions or comments pertaining tc this letter. Sincerely Y'ours Y - .ti ... -1481 Special litsp or- Th hold Buildiap�r 35 ytmrs of cxpeitien in 0V ",S'ermetarag and Envirenmen'tf Ayatrik'Af3 T:_r,3divg NNivi,,60s n p ter.>l,-I..,(' s �oP�esie� American Testing Materials Engineering, LLC E ® Testing Laboratories-Engineering Inspection Services-Chemist Drilling Environmental Services 1950 West 84th Street, HIALEAH, FL 33014 Off:305-W-1888 Fax:305-646-1887 REPORT OF AUGERE® CAST IN PLACE PILES Page#1 CLIENT: BODAX FOUNDATIONS, INC DATE: I 3/3/2020 ADDRESS: 1101 NW 55th Street, Ft. Lauderdale, FL 33309 PROJECT: New Residence- Coastal Construction project (P.O.No. 10376) ADDRESS: 4868 Watersong Way, Fort Pierce, Florida 34949 LOCATION: Pile#r~s: 1 thru 10 1 Serial Number 1 2 3 4 5 6 7 8 9 10 2 Pile Number 1 2 3 4 5 6 7 8 9 10 3 Augered 0(inches) 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.0 4 Pile Length (feet) 27 27 27 27 27 27 27 27 27 27 5 Theoretical Pile Volume(cf) 28.9 28.9 28.9 1 28.9 28.9 28.9 28.9 28.9 28.9 28.9 s Number of pump strokes 72 67 68 81 75 66 68 73 76 76 7 Volume per pump strokes(ct) 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 8 Actual pile grout volume(cf) 41.0 38.2 38.8 46.2 42.8 37.6 38.8 41.6 43.3 43.3 9 Actual Volume divided by 1.42 1.32 1.34 1.60 1.48 1.30 1.34 1.44 1.50 1.50 Theoretical Volume, 815 10 Reinforcing Size 445#5 445 445#5 . 4-#5 4-#5 4-#5 445 445 4-95 445 i 1 Reinforcing Length(tt) 29 29 29 29 29 29 29 29 29 29 12 Grout Truck Number 8001 8001 1 8001 1 8001 1 8001 1 8001 1 7009 7009 7009 70 Remarks: Steel Spec: 57 Piles= 445.,with #3 tiea 10' For 15 feaat cage&1 ##7 fill Field Rep.: Tariq Faroo9i eal9y Submitted; ,Avadola Peso 951481 � nw(TSltswl ld Bog)#1 @51 ;� ^ eats l�neis E7qir� .ULC- American Testing Materials Engineering, LLC Testing Laboratories-Engineering Inspection Services Chemist Drilling Environmental.,entices .a 1950 West 84th Street, HIALEAH, FL 33014 Off:305-646-1888 Fax:305-646-1887 REPORT OF AUGERE® CAST IN PLACE PILES Page#2 CLIENT BODAX FOUNDATIONS, INC JDATE 1 3/3/2020 ADDRESS: 1101 NW 55th Street, Ft. Lauderdale, FL 33309 PROJECT: New Residence- Coastal Construction Project (P.O.No. 10376) ADDRESS: 4868 Watersong Way, Fort Pierce, Florida 34949 LOCATION: Pile#s: 11 thru 20 1 Serial Number 11 12 13 14 15 16 17 18 19 20 2 Pile Number 11 12 13 14 15 16 17 18 19 20 3 Augered 0(inches) 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.0 4 Pile Length (feet) 27 27 27 27 27 27 27 27 27 27 5 Theoretical Pile Volume(cf) 28.9 28.9 28.9 28.9 28.9 28.9 28.9 28.9 28.9 28.9 6 Number of pump strokes 71 68 73 68 66 74 67 71 73 75 p 7 Volume per pump strokes(cf) 0.57 0.57 0.57 0.57 0,57 0.57 0.57 0.57 0.57 0.57 8 Actual pile grout volume(ct) 40.5 38.8 41.6 38.8 37.6 42.2 38.2 40.5 41.6 42.0 9 Actual Volume divided by 1.40 1.34 1.44 1.34 1.30 1.46 1.32 1.40 1.44 1.48 Theoretical Volume, (8/5) 10 Reinforcing Size 445 445#5 445#5 4-#5 4-#5 445#5 4-#5 445#5 445#5 4451 45 11 Reinforcing Length?(ft) 29 29 29 29 29 29 29 29 29 29 a 12 Grout Truck lumber 7009 7009 7010 7010 7010 7010 7010 7010 7010 7015 Remarks: Steel Spec: 57 Piles= 445,#ties @ 10" flor 15 feet cage&1 #7 full 96d Rep.: Tariq Farooqi Respectfully Submitted; '. :` :ale• �: .��' �y.�� t�, z� Waseem Qu ad O,P.E.951491 id Vr1sp 3W{TturestOld S'Idgj#1154 `'{` "c-ftaheftan Tesfi rg Wteri96-Engtrteerinrg,LLC i American Vesting Materials Engineering, LLC 4a�� rz* Testing Laboratories-Engineering Inspection Services-Chemist-Drilling-Environmental Services 1950 West 84th Street, HIALEAH, FL 33014 Off:305-646-1888 Fax:305-646-1887 REPORT OF AUGERED CAST IN PLACE PILES Page#3 CLIENT BODAX FOUNDATIONS,INC DATE 3/3/2020 ADDRESS: 1101 NW 55th Street, Ft. Lauderdale, FL 33309 PROJECT: New Residence- Coastal Construction Project (P.O.No. 10376) ADDRESS: 14868 Watersong Way, Fort Pierce, Florida 34949 LOCATION: Pile#s: 21 thru 25 1 Serial Number 21 22 23 24 25 26 27 28 29 30 2 Pile Number 21 22 23 24 25 3 Augered 0(inches) 14.0 14.0 14.0 14.0 14.0 4 Pile Length (feet) 27 27 27 27 27 5 Theoretical Pile Volume(cf) 28.9 28.9 28.9 28.9 28.9 6 Number of pump strokes 68 69 66 63 67 i li 7 „Volume per pump strokes(cf) 0.57 0.57 0.57 0.57 0.57 8 Actual pile grout volume(A 38.8 39.3 37.6 35.9 38.2 Actual Volume divided by 9 1.34 1.36 1.30 1.24 1.32 Theorefcal Volume,(8/5) 10 Reinforcing Size 445#5 445#5 445#5 445 445# 11 Reinforcing Length(ft) 29 29 29 29 29 12 �,Grout Truck Number - Remarks: Steel Sic; 57 Pales- 445,#3 ties @ 10' for 15 feet cage&1 #7 fu@9 faeNd Rep.: Tariq Faro® i E �€ fu9fyaabmued, Wass m Quadrs,P.E.95i l a-*' toe(T rwfrold Bldg)#1154 -1 W.Wels Egji 11q,LLC American Testing Materials Engineering, LLC ` W; Testing Laboratories-Engineering Inspection Services-Chemist-Drilling-Environmental Services 1950 West 84th Street, HIALEAH, FL 33014 Off.305-646-1888 Fax:305-646-1887 REPORT OF AUGERE® CAST IN PLACE PILES Page#1 CLIENT: BODAX FOUNDATIONS, INC DATE: 3/4/2020 ADDRESS: 1101 NW 55th Street, Ft. Lauderdale, FL 33309 PROJECT: New Residence- Coastal Construction Project (P.O.No. 10376) ADDRESS: 4868 Watersong Way, Fort Pierce, Florida 34949 LOCATION: Pile#s: 26 thru 35 1 Serial Number 1 2 3 4 5 6 7 8 9 10 2 Pile Number 26 27 28 29 30 31 32 33 34 35 3 Augered 0(inches) 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.0 4 Pile Length (feet) 27 27 27 27 27 27 27 27 27 27 5 Theoretical Pile Volume(cfl 28.9 28.9 28.9 28.9 28.9 28.9 28.9 28.9 28.9 28.9 6 }Number of pump strokes 76 79 77 79 81 79 82 77 81 84 7 Volume per pump strokes(cq 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 8 Actual pile grout volume(4 43.3 45.0 43.9 45.0 46.2 45.0 46.7 43.9 46.2 47.9 9 Actual Volume divided by 1.50 1.56 1.52 1.56 1.60 1.56 1.62 1.52 1.60 1.66 Theoretical Volume 8/5 10 �ReinforcingSize 4-45 445 445 445 445 445 445 445 445 445 11 gReinforcing Length(ft) 29 29 29 29 29 29 29 29 29 29 12 1 Grout Truk Number 7006 7006 7006 7006 7006 1 7006 7002 7002 7002 7002 Remarks: Steel Spec: 57 Piles= 445,with #3 ties @ 10" for 15 feet cage&1 #7 full +Ftelld Rep..- Tariq Faroogi Respectfutly Submitted; v� 4?d41 Quadril,F.E.#S1461 Sp i peMr(T s'h d 9}i )#1154 a 7v Test tyg Witedefs£�Tre�? g, i LC :. i is •r11�. �,. i • American Vesting Materials Engineering, LLC S Testing Laboratories-Engineering Inspection Services-Chemist-Drilling Environmental Services Q 1950 West 84th Street, HIALEAH, FL 33014 Off:305-646-1888 Fax:305-646-1887 REPORT OF AUGERED CAST IN PLACE PILES Page#2 CLIENT BODAX FOUNDATIONS, INC DATE 3/4/2020 ADDRESS: 1101 NW 55th Street, Ft. Lauderdale, FL 33309 PROJECT: New Residence- Coastal Construction Project (P.O.No. 10376) ADDRESS: 4868 Watersong Way, Fort Pierce,Florida 34949 LOCATION: I Pile#s: 36 thru 45 1 'Serial Number 11 12 13 14 15 16 . 17 18 19 20 2 Pile Number 36 37 38 39 40 41 42 43 44 45 3 Augered D(inches) 14.0 14.0 1 14.0 14.0 14.0 14.0 14.0 14.0 14.0 14.0 4 Pile Length (feet) 27 27 27 27 27 27 27 27 27 27 5 Theoretical Pile Volume(co 28.9 28.9 28.9 28.9 28.9 28.9 28.9 28.9 28.9 28.9 6 lNumber of pump strokes 81 77 79 82 79 78 81 79 81 79 7 Volume per pump strokes(co 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 0.57 8 iActual pile grout volume(cf 46.2 43.9 45.0 46.7 45.0 44.5 46.2 45.0 46.2 45.0 Actual Volume divided by 9 Theoretical volume,(8/5) 1,60 1.52 1.56 1.62 1.56 1.54 1.60 1.56 1.60 1.56 I o Reinforcing Size 4-_#5 4-#5 4-#5 4-#5 4-#5 445#5 445#5 445#5 445#5 445 #5 ,11 Reinforcing Length(ft) 29 29 29 29 29 29 29 29 29 29 12 1 Grout Truck.Number 7002 8000 8000 8000 8000 8000 7006 701�5 7006 7006 Remari ks: Steel Spec: 57 ?Iles= 445,with #3 lies @ 10" for 15 feet cage&1 #7 fuii Retd Rep.. Tariq Faroogi a'- "R spectfully Submitted; e 12 al inspectot{T bPest*#d g)#1154 man T e ivrg 1` ie aia Emu i rft LLC American Testing Materials Engineering, LLC rg¢stirrg Testing Laboratories-Engineering Inspection Services-Chemist-Drilling-Environmental Services ® 1950 West 84th Street, HIALEAH, FL 33014 Off.305-646-1888 Fax:305-646-1887 REPORT OF AUGERED CAST IN PLACE PILES Page#3 CLIENT BODAX FOUNDATIONS, INC JDATE 1 3/4/2020 ADDRESS: 1101 NW 55th Street,Ft.Lauderdale, FL 33309 PROJECT: New Residence- Coastal Construction Project (P.O.No. 10376) ADDRESS: 4868 Watersong Way,Fort Pierce, Florida 34949 LOCATION: Pile#s: 46 thru 50 1 Serial Number 21 22 23 24 25 26 27 28 29 30 2 Pile Number 46 47 48 49 5o 3 Augered 0(inches) 14.0 14.0 14.0 14.0 14.0 4 Pile Length (feet) 27 27 27 27 27 5 Theoretical Pile Volume(cf) 28.9 28.9 28.9 28.9 28.9 6 Number of pump strokes 77 79 78 82 78 7 Volume per pump strokes(cfj 0.57 0.57 0.57 0.57 0.57 8 Actual pile grout volume(cf) 43.9 45.0 44.5 46.7 44.5 Actual Volume divided by 9 Theoretical Volume,(8/5) 1.52 1.56 1.54 1.62 1.54 10 Reinforcing Size 445#5 445#5 445#5 445#5 445 #5 11 Reinforcing Length(it) 29 29 29 29 29 12 1 Grout Truck Number 7006 7006 7011 7011 7011 Remarks: Steel Spec: 57 Piles= 445,vvb #3 ties @ 10' for 15'feet cage&1 #7 full Field Rep.- Tariq Farooqi --- ;--Jwspeafuflv Submitted; Ri < t1 ga_" ua rp pµ 149g7 S •'t;��or'f Thmtm1d Bldg)#1'15r? �* Testing.Materials Engir 1111g,LJLC ® 0 American Testing Materials Engineering, LLC Testing Laboratories-Engineering Inspection Services-Chemist-Drilling Environmental Services ; 1950 West 84th Street, HIALEAH, FL 33014 Off:305-646-1888 Fax:305-646-1887 I REPORT OF ANGERED CAST IN PLACE PILES I Page#1 CLIENT: BODAX FOUNDATIONS, INC DATE: 3/912020 ADDRESS: 1101 NW 55th Street, R.Lauderdale, FL 33309 PROJECT: New Residence- Coastal Construction Project (P.O.No. 10376) ADDRESS: 4868 Watersong Way, Fort Pierce, Florida 34949 LOCATION: Pile#s: 51 thru 57 1 Serial Number 1 2 3 4 5 6 7 8 9 10 2 Pile Number 51 52 53 54 55 56 57 j 3 Augered O(inches) 14,0 14.0 14.0 14.0 14.0 14.0 14.0 4 Pile Length (fleet) 27 27 27 27 27 27 27 5 Theoretical Pile Volume(cf) 28.9 28.9 28.9 28.9 28.9 28.9 28.9 6 Number of pump strokes 68 62 64 61 62 65 66 7 Volume per pump strokes(co 0.57 0.57 0.57 1 0.57 0.57 0.57 0.57 s Actual pife grout volume(cq 38.8 35.3 36.5 34.8 35.3 37.1 37.6 9 Actual Volume divided by 1.34 1.22 1.26 1.20 1.22 1.28 1.30 Theoretical Volume, 8/5 10 Reinforcing Size 445#5 445#a 445#5 4-#5 445#5 445#5 4- 5 11 Reintdrinq Length(ft) 29 29 I 29 29 29 29 29 12 Grout Truck Number 8000 3000 8000 8000 swo 8000 7011 Remarks: Steel Spec: 57 Piles= 445,vdth #3 ties @ 10' for 15 feet cg 1 #7 full Field Rep.: Yase( Arse ectfuily Submitted; 9 �t Q uaddo P.E.9SI481 Bldg)#1154 M ;.. 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