The URL can be used to link to this page

Home My WebLink About97-6975 I~ ((!., ~ &D l' (L 1)~ J I 0 g~ . BUILDING PERMIT J Date N! - 6975-6 9./7- 97 * /j"J;~1 }~'~ BUILDING ~'"M~ P,"perty Owne' '3Jli ~ ~ Job Address: .' <'1"- ( 'A(~ A Parcell.D. # dJl/ -;210 .- ..:1./- 00 - 00100 - () n {) vI-! :;.5'1, - ELECTRICAL CITY OF ZEPHYRHILLS (813) 788-6611 Permit Sewer Conn Water Conn: Water Meter: :--- T.I.F.'s: &>/ -'I~',. 1'3 - Zoning: Description of Work ~ ~ ~ /;).-....~-9 NO OCCUPANCY BEFORE C,O, FINAL Complete Plans, Specifications and Fee Must Accompany Application. C.O, All work shall be performed in accordance with City Codes and Ordinances. DATE Valuation or ~ 4l. -c?' Contract Price "'tr S ~ O. 1/06- , Permit Fe~ Signature Company Address Telephone# City License Registration # 1"1 S:'f dJE21Ly~. ~BJit7)IN~ /oh, /91 c;11 ~<"":.; t. ~... 9)JwL:. L~JS-nr ~ Ftr. Pre SLB Lintel ME'<Al Breakers ' Ducts Insl. Compressor Final Driveway F~ 1I>{11'l{'l'1 8: Il fc..r~JoJ l:,,-lel ltl'dn t3.'tl Tp. Servo SLB Rough In Tub Set Meter Can Water Const. Pole Sewer Pool Final Pre-Meter /Z-5--ljJ?~ Final Pc.r.hc-l ~kc-+r: t. lthfcr 7 fot If..,.1 ~~L.st .J..' '~a...,-.IN~ c...1\~\ Roo- c.e.:\:Nj 1'/J.),{Or7 f6P FRM. Insul. CL WL REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of T" . ~~~ I...rs ($.....-0) shall be made for each trip for each trade: .;J....S; t/"D a. Wrong Address b. Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called. d, Work not ready for inspection when called. e. Permit not posted on job site. f. Plans not at job site. g. Work not accessible. The payment of inspection fees shall be made before any further permits will be issued to the person owning same. ZEPHClu:ILLS FIRE DEPARlONT 38410 SIXTH AVE PH. 813-782- 8184 ZEPHYRHILLS, FL. 33540 FAX 813-788-3293 Business Name d}/~Tr .::s.rlJA.ll5" , OwnerlMgr.::I:;- t=c //J~7rDX / I Address :3 '/ Ii 9 (~"')OL'( ,,:l,iJj) .1) {( , I Occupancy Load Bus. Phone '/r? _ I q 7 D Emergency Phone Date Posted Contact Person Alarm Company Phone # Type of Inspection Conducted Annual Reinspect _ Quarterly _ Final ~ Commercial Check APPROVED _ NOT APPROVED_ Other OK NOT OK ~ _ Exit Signs ~~-_ Emergency Lights Heat Detectors -- _ _ Sprinkler System l_,.... Exits Window Size Control Valves _ Water Supply Duct Detectors _ Exposures OK NOT OK ~.-~ Fire Exstiquishers ~~ Smoke Detectors _ Alarm Systems _ Hood System _ Storage Pressure Test _ Fire Dampers Fire Walls -1..L" _ Address posted ~_ Hydrants OK NOT OK HV AC Shutdown --- Smoke Doors Elevators --- ~ _ Electrical _ __ Tamper Switch _ _Inspectors Test _ __ Smoke Separation Extension Cords --- _ __ Tenant Separation Smoke Evac. Code violations specified in this report, if not corrected could cause or contribute to the spread of fire, or prevent safe egress during a fire. Your immediate attention to the correction of these violations shall be required, failure to comply is a violation of the City of Zephyrhills Fire Prevention Code. , , Comments: .t) E L,J A c\.A I\') {\ 'v 0 IV .5';, tA...T ~ ..5> D>.- (") r .. Inspection Date J;? ~ :J 7'- c.} / Time o~Inspection I ().? 0 Re-Inspection Date Inspectors Nam ..) / Fire Department I. D.#S-f~ Owners I Mgr Name C:..", -- Title This building has been assess]d by the Zephyrhills i / Department, Utilizing the Codes and Standards of, NFPA Minimum Standards, the State Fire ~jf..shals Uniform Fire Safety Rules and other local fire safety codes, Revised 6\}'6\97 White Copy - File Yellow Copy - Business ._..._._--~-'--... ~~ ...'''ll~'._:..;., ...\~....-'-~,~, .~; ..... , 1 .""". "~.....'~~ . :I ,'H'", . . 1~<>. ,_ '. CITY OF ~EPHYRHILLS "NOTICE" 'OF ADDITION OR CORRECTION BUILDING DEPARTMENT DO NOT REMOVE (7 ~ ()), l}. I/v l ADDRESS PERMIT ." (r <,j k. C(ij >\ j) . ),} q (t:, (-7 to 7l{ ~ THIS JOB HAS NOT BEEN COMPLETED The following additions or corrections shall be made before the job . will be accepted. "'\~'!~'t' $CJ+A:: \L If"....V::'IJ.f? c..) I ~/-J NOT- )- ' 1:-1;, j \ '0', J , ,j 'l 1 I 1 , :J It is unlawful tor any Corpenter, Contractor, Builder, or other persons, to . AFTER CORRECTIONS ARE MADE CALL cover or couse to be covered, any port ot the work with flooring, loth, earth 788 6611 FOR RE CT or other material, until the proper inspeclor has hod ample time 10 approve - -I NSPE ION the installation. '~7 OFFICE HOURS 8 - 5 MON.--,FRI. INSPECTOR DU'ZC7() ":> . . ...... , 't'".i,iuJJ:''J..~~'.4:},i,,,.1,~/~;fj~~~!~);t-i:'~~:''~~~!~~~LjL~~1:~~~:'{:w_.Ji;i~'J~L~a~Ji.l,.',1l.'~,;\~i~~;...f;;;41~~~~:Jli;IlA!~~~1a~,;ili'~~:~~~~:;I.~\J:..~1~~~~i'j~,j,~-~{~~~~~~ L-t;5 / (J /11 o Iv ) 1-/ 13 fP7 \\J ZEPH{}uILLS FIRE DEPAR..QNT 38410 SIXTH AVE PH. 813-782- 8184 ZEPHYRHILLS, FL. 33540 FAX 813-788-3293 Business Name l?'//Jr r ~5 TiJ,Ua . Owner/Mgr .:r,::;- ;::: c /)'J /l7 r D X / 1 Address 3' ')1/ '1 (>>,{k{ /:l ,;! i) ,j) (\' , I Occupancy Load Date Posted Bus. Phone'/~:? _/970 Emergency Phone Contact Person Alarm Company Phone # Type of Inspection Conducted Annual ./ Reinspect _ Quarterly _ Final L/' Commercial Check _ Other APPROVED NOT APPROVED_ OK NOT OK "",/ _ Exit Signs ~_' _ Emergency Lights _ ~ Heat Detectors _ _ Sprinkler System f.,...,. Exits Window Size Control Valves _ Water Supply Duct Detectors _ Exposures OK NOT OK ~'_ Fire Exstiquishers ~.~ Smoke Detectors _ Alarm Systems _ Hood System _ Storage Pressure Test _ Fire Dampers Fire Walls -LL/ _ Address posted ~~ Hydrants OK NOT OK HV AC Shutdown Smoke Doors Elevators -- ~. Electrical _ _ Tamper Switch _ _Inspectors Test _ _ Smoke Separation Extension Cords -- _ _ Tenant Separation Smoke Evac. Code violations specified in this report, if not corrected could cause or contribute to the spread of fire, or prevent safe egress during a fire, Your immediate attention to the correction of these violations shall be required, failure to comply is a violation of the City of Zephyrhills Fire Prevention Code. . , Comments: ~) r:; &'..1 A t!A k \' \ l\ I V (),1\1 ._<;-:, ,...... T I-l S- / D>.- ('J /r. .. Inspection Date /..2 ',:J 9, (, '7 Time of Inspection .I ();.? 0 Re-Inspection Date Inspectors Namr, p'. ..) ,r Fire Department I. D.#5f~ Owners I Mgr Name C._. . ,. J. Title This building has been assessld by the Zephyrhills i / Dep;rtment, Utilizing the Codes and Standards of, NFPA Minimum Standards, the State Fire M.;r..shals Uniform Fire Safety Rules and other local fire safety codes, Revised 6\26\97 ..' White Copy - File Yellow Copy - Business - .-.-..- .._-- -~- ._-----.....; / CONCRETE STRENGTH REPORT Florida Testing & Environmental, Inc. ... P,O, BOX 5603 Lakeland, Florida 33807 . Telephone (941)648-1000 . Fax (941 )648-4799 COMPRESSIVE STRENGTH OF TEST CYLINDERS X CONCRETE 0 SOIL CEMENT 0 CUBES October 24, 1997_ Client Bollenbach Builders Date: Client Address:_3784 Tampa Road Project No:_97-3002 Project Name: Matt Stone Location:_Zephyrhills DESIGN DATA Supplier:_Ewell_Mix Design:_S092778_Specified Strength:_ 4000_Psi in_28_days Slump:_6.0_inches Air Content N/A_% Modifications:_#89 CPM 20% FA FIELD DATA Location of Pour:_Building Pad Truck No:_168 Batch Time:_1 :20 No. Of Cyl. Molded:__ 4 Ticket No:_ 417778 Time Sampled:_2:00 Slump: 6 Inches Size of Load:_10_cu.yd. Concrete Temp.:_90_ OF. Air Content_N/A % Sampled By:_Chris_._ Air Temperature:_88_ of. Water Added Date Molded:_9-25-97 _ Weather:_CloudLRain_ on Job, gal.:_none Date Received: COMPRESSIVE STRENGTH SPECIMEN NO. DATE AGE TOTAL LOAD COMPRESSIVE TYPE TESTED REMARKS TESTED DAYS LBS. STRENGTH PSI FRACTURE BY 2C -1 1 0-02 7 100,000 3540 Shear Chet D. -2 10-23 28 155,000 5480 Shear Chet D. -3 10-23 28 155,500 5500 Shear Chet D. -4 H REMARKS: REPORTS: 1: Addressee 1: Matt Stone 1: Ewell Industries 1: Pasco Co, Inspections ~ CONCRETE STRENGTH REPORT Florida Testing & Environmental, Inc. .... P,O, BOX 5603 Lakeland, Florida 33807 . Telephone (941)648-1000 . Fax (941 )648-4799 COMPRESSIVE STRENGTH OF TEST CYLINDERS X CONCRETE 0 SOIL CEMENT 0 CUBES Client Bollenbach Builders Date: October 22, 1997_ Client Address:_3784 Tampa Road Project No:_97-3002 Project Name: Matt Stone Location:_Zephyrhills DESIGN DATA Supplier:_Ewell_Mix Design:_S092778_Specified Strength:_ 4000_Psi in_28_days Slump:_6.0_inches Air Content N/A_% Modifications:_#89 CPM 20% FA FIELD DATA Location of Pour:_Floor of Machine Pit Truck No:_342 Batch Time:_1:55 No. Of Cyl. Molded:_ 4 Ticket No:_ 417686 Time Sampled:_2:20 Slump:_7.5 Inches Size of Load:_7 _cu.yd. Concrete Temp.:_90_ OF. Air Content_n/a. % Sampled By:_Chad M._ Air Temperature:_92_ of. Water Added Date Molded:_9-17-97_ Weather:_Partly Cloudy_ on Job, gal.:_none Date Received: COMPRESSIVE STRENGTH SPECIMEN NO. DATE AGE TOTAL LOAD COMPRESSIVE TYPE TESTED REMARKS TESTED DAYS LBS. STRENGTH PSI FRACTURE BY 1 C -1 9-24 7 98,000 3470 Shear Chris S. -2 10-15 28 125,000 4420 Shear Chet D. -3 10-15 28 126,000 4460 -4 H REMARKS: REPORTS: 1: Addressee 1: Matt Stone 1: Ewell Industries 1: Pasco Co, Inspections .. SOIL TESTING ---- FIELD DENSITY - PERCENTAGE OF COMPACTION REPORT Florida Testing & Environmental, Inc. P,O, BOX 5603 Lakeland, Florida 33807 . Telephone (941)648-1000 . Fax (941 )648-4799 Project: Matt Stone Chancey Road, ZephfFhilJs 3,4"1 ~~ DL. Date: 9-19-97 Lab No: 1 D Client: Bollenback Builders 3784 Tampa Road Oldsmar, Florida 34677 Job No: 97-3002 Technician: Chad Mountcastle Contractor: Bollenback Builders Weather Conditions: Partly Cloudy ASTM - D 2922 IN PLACE FIELD DENSITIES - DATE MADE 9-12-97 TI H N Ie Test In-Situ In-Pia Lab Compaction Percent C H K E No. Location of Test Moisture Dry Max. N S Percent Density Density E PCF PCF Attained Required S s Footers & Column Pads - Fine SAND 1 30'S Of N End Of E Footing 2.8 108.0 112.0 97* 98 - 2 70'S Of N End Of E Footing 3.0 104.7 112.0 93* 98 - *FAILED The Percentage of compaction for the in-place density tests are based on laboratory Moisture Density Relations Tests As Follows: LAB NO: 1 P MAXIMUM DRY DENSITY: 112.0 Pcf OPTIMUM MOISTURE CONTENT: 10.0 % REPORT DISTRIBUTION: 1: Addressee 1: Pasco County Inspection 1: Matt Stone 1: Ewell Industries-Concrete Only <is I ~ ~ ~ ~ - dlo S~ d'4 - ~ ~ - .:l \.... \ ... 39- () ... f /; 71:;;/; . ~.. FIELD DENSITY - PERCENTAGE OF COMPACTION REPORT Florida Testing & Environmental, Inc. " SOIL TESTING P,O, BOX 5603 Lakeland, Florida 33807 . Telephone (941)648-1000 . Fax (941)648-4799 Project: Matt Stone Chancey Road, Zephyrhills Date: 9-19-97 Lab No: 2 D Client: Bollenback Builders 3784 Tampa Road Oldsmar, Florida 34677 Job No: 97-3002 Technician: Chad Mountcastle Contractor: Bollenback Builders Weather Conditions: Partly Cloudy ASTM - D 2922 IN PLACE FIELD DENSITIES - DATE MADE 9-15-97 T I H N IC Test In-Situ In-Pia Lab Compaction Percent C H K E No. Location of Test Moisture Dry Max. N S Percent Density Density E PCF PCF Attained Required S S Footinas & Machine Pits - Fine SAND Perimeter Footer 1 50'S Of N End Of E Footing 4.0 107.7 112.0 96* 98 - 2 100'S Of N End Of E Footing 5.1 102.1 112.0 91* 98 - Machine Pit 3 SW Corner Of Pit 12.4 109.7 112.0 98 98 - 4 Center Of Pit 14.8 109.5 112.0 98 98 - 5 NE Corner Of Pit 9.6 112.8 112.0 100.7 98 - *FAILED The Percentage of compaction for the in-place density tests are based on laboratory Moisture Density Relations Tests As Follows: LAB NO: 1 P MAXIMUM DRY DENSITY: 112.0 Pef OPTIMUM MOISTURE CONTENT: 10.0 % REPORT DISTRIBUTION: 1: Addressee 1: Pasco County Inspection 1: Matt Stone 1: Ewell Industries-Concrete Only ~-~ SOIL TESTING ~ FIELD DENSITY - PERCENTAGE OF COMPACTION REPORT Florida Testing & Environmental, Inc. P,O, BOX 5603 Lakeland, Florida 33807 . Telephone (941)648-1000 . Fax (941)648-4799 Project: Matt Stone Chancey Road, Zephyrhills Date: 9-19-97 Lab No: 3 D (Page 1) 97-3002 Client: Bollenback Builders 3784 Tampa Road Oldsmar, Florida 34677 Job No: Technician: Chad Mountcastle Contractor: Bollenback Builders Weather Conditions: Partly Cloudy ASTM - D 2922 IN PLACE FIELD DENSITIES - DATE MADE 9-16-97 T I H N I C Test In-Situ In-Pia Lab Compaction Percent C H K E No. Location of Test Moisture Dry Max. N S Percent Density Density E PCF PCF Attained Required S S Footers - Fine SAND 1 1st Pad S. Of N. End E. Footer 6.5 110.2 112.0 98 95 - 2 2nd Pad S. Of N. End E. Footer 6.2 106.5 112.0 95 95 - 3 3rd Pad S. Of N. End E. Footer 5.5 107.6 112.0 96 95 - 4 4th Pad S. Of N. End E. Footer 6.5 109.3 112.0 98 95 - 5 5th Pad S. Of N. End E. Footer 5.0 108.7 112.0 97 95 - 6 6th Pad S. Of N. End E. Footer 7.1 110.5 112.0 99 95 - 7 7th Pad S. Of N. End E. Footer 8.8 110.0 112.0 98 95 - 8 1st Pad W. Of E. End S. Footer 9.3 107.2 112.0 96 95 - 9 2nd W. Of E. End S. Footer 10.2 108.9 112.0 97 95 - 10 3rd W. Of E. End S. Footer 8.2 109.1 112.0 97 95 - 11 151 Pad N. Of S. End W. Footer 7.5 106.9 112.0 95 95 - 12 2nd N. Of S. End W. Footer 6.0 108.8 112.0 97 95 - The Percentage of compaction for the in-place density tests are based on laboratory Mo' elations Tests As Follows: LAB NO: 1 P MAXIMUM DRY DENSITY: 112.0 Pef OPT M MOISTURE CO REPORT DISTRIBUTION: 1: Addressee 1: Pasco County Inspection 1: Matt Stone 1: Ewell Industries -Concrete Only SOIL TESTING ~ FIELD DENSITY - PERCENTAGE OF COMPACTION REPORT Florida Testing & Environmental, Inc. P,O, BOX 5603 Lakeland, Florida 33807 . Telephone (941)648-1000 . Fax (941)648-4799 Project: Matt Stone Chancey Road, Zephyrhills Date: 9-19-97 Lab No: 3 D (Page 2) 97-3002 Client: Bollenback Builders 3784 Tampa Road Oldsmar, Florida 34677 Job No: Technician: Chad Mountcastle Contractor: Bollenback Builders Weather Conditions: Partly Cloudy ASTM - D 2922 IN PLACE FIELD DENSITIES - DATE MADE 9-16-97 TI H N IC Test In-Situ In-Pia Lab Compaction Percent C H K E No. Location of Test Moisture Dry Max. N S Percent Density Density E PCF PCF Attained Required S S Footers - Fine SAND 13 3rd Pad N. Of S. End W. Footer 6.9 108.5 112.0 97 95 - 14 4th Pad N. Of S. End W. Footer 6.5 106.1 112.0 95 95 - 15 5th Pad N. Of S. End W. Footer 5.6 107.5 112.0 96 95 - 16 6th Pad N. Of S. End W. Footer 5.4 111.4 112.0 100 95 - 17 7th Pad N. Of S. End W. Footer 7.1 110.2 112.0 98 95 - 18 1st Pad E. Of W. End N. Footer 6.5 107.5 112.0 96 95 - 19 2nd Pad E. Of W. End N. Footer 5.4 108.3 112.0 97 95 - 20 3rd Pad E. OfW. End N. Footer 8.3 109.9 112.0 98 95 - 21 4th Pad E. Of W. End N. Footer 7.1 106.8 112.0 95 95 - The Percentage of compaction for the in-place density tests are based on laboratory Moisture Density Relations Tests As Follows: LAB NO: 1 P MAXIMUM DRY DENSITY: 112.0 Pcf OPTIMUM MOISTURE CONTENT: 10.0 % REPORT DISTRIBUTION: 1: Addressee 1: Pasco County Inspection 1: Matt Stone 1: Ewell Industries -Concrete Only SOIL TESTING ~ FIELD DENSITY - PERCENTAGE OF COMPACTION REPORT Florida Testing & Environmental, Inc. P,O, BOX 5603 Lakeland, Florida 33807 . Telephone (941)648-1000 . Fax (941)648-4799 Project: Matt Stone Chancey Road, Zephyrhills Date: 9-19-97 Lab No: 4 D Client: Bollenback Builders 3784 Tampa Road Oldsmar, Florida 34677 Job No: 97 -3002 Technician: Chet Deimling Contractor: Bollenback Builders Weather Conditions: Partly Cloudy ASTM - D 2922 IN PLACE FIELD DENSITIES - DATE MADE 9-18-97 T I H N I C Test In-Situ In-Pia Lab Compaction Percent C H K E No. Location of Test Moisture Dry Max. N S Percent Density Density E PCF PCF Attained Required S S Footers & Column Pads - Fine SAND Perimeter Footer 1 Eastside 30'S - 30' W From NE Corner 3.6 108.5 112.0 97 95 - 2 Eastside 60'S - 30' W From NE Corner 4.4 108.2 112.0 97 95 - 3 Eastside 90'S - 30' W From NE Corner 3.6 112.0 112.0 100 95 - 4 Eastside 11 O'S -30' W From NE Corner 6.9 108.8 112.0 97 95 - 5 Northwest Corner 30'S - 11 O'W From 4.0 109.7 112.0 98 95 - NE Corner The Percentage of compaction for the in-place density tests are based on laboratory Moistu ions Tests As Follows: LAB NO: 1 P MAXIMUM DRY DENSITY: 112.0 Pcf OPTIMU OISTURE CON REPORT DISTRIBUTION: 1: Addressee 1: Pasco County Inspection 1: Matt Stone 1: Ewell Industries-Concrete Only SOIL TESTING ---- FIELD DENSITY - PERCENTAGE OF COMPACTION REPORT Florida Testing & Environmental, Inc. P.O, BOX 5603 Lakeland, Florida 33807 . Telephone (941)648-1000 . Fax (941)648-4799 Project: Matt Stone Chancey Road, Zephyrhills Date: 10-15-97 Lab No: 5 D Client: Bollenback Builders 3784 Tampa Road Oldsmar, Florida 34677 Job No: 97-3002 Technician: Chet Deimling Contractor: Bollenback Builders Weather Conditions: Partly Cloudy ASTM - D 2922 IN PLACE FIELD DENSITIES - DATE MADE 10-09-97 T I H N I C Test In-Situ In-Pia Lab Compaction Percent C H K E No. Location of Test Moisture Dry Max. N S Percent Density Density E PCF PCF Attained Required S S Pad Densities - Silo Foundation 1 Center, 10' from South Edge 16.5 106.5 112.1 95 98 - 2 Center, 20' from South Edge 13.4 112.2 112.1 100+ 98 - 3 Center, 30' from South Edge 12.2 112.2 112.1 100+ 98 - 4 Center, 10' from South Edge (RETEST) 17.9 111.9 112.1 100 98 8" Slab - 5 Southeast Corner 9.5 108.9 112.1 97 95 - 6 Southwest Corner 10.2 107.6 112.1 98 95 LAB NO: 5 P MAXIMUM DRY DENSITY: 112.1 Pcf The Percentage of compaction for the in-place density tests are based on laboratory REPORT DISTRIBUTION: 1: Addressee 1: Pasco County Inspection " SOIL TESTING FIELD DENSITY - PERCENTAGE OF COMPACTION REPORT Florida Testing & Environmental, Inc. P.O. BOX 5603 Lakeland, Florida 33807 . Telephone (941)648-1000 . Fax (941)648-4799 Project: Matt Stone Chancey Road, Zephyrhills Date: 10-20-97 Lab No: 6 D Client: Bollenback Builders 3784 Tampa Road Oldsmar, Florida 34677 Job No: 97-3002 Technician: Chad Mountcastle Contractor: Bollenback Builders Weather Conditions: Partly Cloudy ASTM - D 2922 IN PLACE FIELD DENSITIES - DATE MADE 10-16-97 TI H N IC Test In-Situ In-Pia Lab Compaction c H K E No, Location of Test Moisture Dry Max. Percent N S Percent Density Density E PCF PCF Attained Required S S Bottom Of Aaareaate Pit - Fine Sand 1 North End Of Pit 12.2 110.8 112.1 99 98 - 2 South End Of Pit 16.3 109.3 112.1 98 98 - The Percentage of compaction for the in-place density tests are based on laboratory Moisture Density Relations Tests As Follows: LAB NO: 5 P MAXIMUM DRY DENSITY: 112.1 Pct OPTIMUM MOISTURE CONTENT: 11.9 % REPORT DISTRIBUTION: 1: Addressee 1: Pasco County Inspection SOIL TESTING ~ FIELD DENSITY - PERCENTAGE OF COMPACTION REPORT Florida Testing & Environmental, Inc. P,O. BOX 5603 Lakeland, Florida 33807 . Telephone (941)648-1000 . Fax (941)648-4799 Project: Matt Stone Chancey Road, Zephyrhills Date: 10-20-97 Lab No: 7 D Client: Bollenback Builders 3784 Tampa Road Oldsmar, Florida 34677 Job No: 97-3002 Technician: Chad Mountcastle Contractor: Bollenback Builders Weather Conditions: Partly Cloudy ASTM - D 2922 IN PLACE FIELD DENSITIES - DATE MADE 10-20-97 T I H N I C Test In-Situ In-Pia Lab Compaction Percent C H K E No. Location of Test Moisture Dry Max. N S Percent Density Density E PCF PCF Attained Required S S Pad Densities - Silo Foundation Steouo Footer at Conveyer Pit 1 Bottom Step Of N. Footer 10.1 110.5 112.1 99 98 2 Top Step Of N. Footer 9.5 111.2 112.1 99 98 3 Top Step Of S. Footer 9.2 110.7 112.1 99 98 4 Bottom Step Of S. Footer 10.7 110.8 112.1 99 98 Sand Tank Columns 5 SW Column Pad 6.0 105.5 112.1 94* 98 6 NE Column Pad 68 100.7 112.1 90* 98 * FAILED The Percentage of compaction for the in-place density tests are based on laboratory Moisture ions Tests As Follows: LAB NO: 5P MAXIMUM DRY DENSITY: 112.1 Pcf OPTIMU ISTURE CON REPORT DISTRIBUTION: 1: Addressee 1: Pasco County Inspection SOIL TESTING .-.. FIELD DENSITY - PERCENTAGE OF COMPACTION REPORT Florida Testing & Environmental, Inc. P,O, BOX 5603 Lakeland, Florida 33807 . Telephone (941)648-1000 . Fax (941 )648-4799 Project: Matt Stone Chancey Road, Zephyrhills Date: 10-23-97 Lab No: 8 D Client: Bollenback Builders 3784 Tampa Road Oldsmar, Florida 34677 Job No: 97 -3002 Technician: Chad Mountcastle Contractor: Bollenback Builders Weather Conditions: Partly Cloudy ASTM - D 2922 IN PLACE FIELD DENSITIES - DATE MADE 10-21-97 T I H N I C Test In-Situ In-Pia Lab Compaction Percent C H K E No. Location of Test Moisture Dry Max. N S Percent Density Density E PCF PCF Attained Required S S Column Pads 1 Railing Footing from Machinery, East Side 10.7 94.8 112.1 85* 98 2 Railing Footing from Machinery, East Side 10.2 109.3 112.1 98 98 3 Railing Footing from Machinery, West Side 12.6 109.5 112.1 98 98 AQQreQate Convevor Support Foundations 4 NE Column Pad (Retest) 8.1 105.3 107.3 98 98 5 NW Column Pad 9.5 106.9 107.3 100 98 6 SW Column Pad (Retest) 9.7 105.3 107.3 98 98 7 SE Column Pad 9.1 105.5 107.3 98 98 8 East End, 10X21 , Next to Outside Pit 6.7 106.3 107.3 99 98 9 West End, 1 OX21, Next to Outside Pit 7.2 105.8 107.3 99 98 The Percentage of compaction for the in-place density tests are based on laborato LAB NO: 5P MAXIMUM DRY DENSITY: 112.1 Pcf 6P 107.3 Pcf REPORT DISTRIBUTION: 1: Addressee 1: Pasco County Inspection .~ 1: Matt Stone SOIL TESTING .... FIELD DENSITY - PERCENTAGE OF COMPACTION REPORT Florida Testing & Environmental, Inc. P,O, BOX 5603 Lakeland, Florida 33807 . Telephone (941)648-1000 . Fax (941)648-4799 Project: Matt Stone Chancey Road, Zephyrhills Date: 10-27 -97 Lab No: 9D Client: Bollenback Builders 3784 Tampa Road Job No: 97 -3002 Oldsmar, Florida 34677 Technician: Chet Deimling Contractor: Bollenback Builders Weather Conditions: Partly Cloudy ASTM - D 2922 IN PLACE FIELD DENSITIES - DATE MADE 10-27-97 TJ H N I C Test In-Situ In-Pia Lab Compaction Percent C H K E No. Location of Test Moisture Dry Max. N S Percent Density Density E PCF PCF Attained Required S S Silo Footings - Fine SAND 1 Center South 7.4 106.5 107.3 99 98 - 2 Center North 7.0 106.3 107.3 99 98 - The Percentage of compaction for the in-place density tests are based on laboratory Moisture Density Relations Tests As Follows: LAB NO: 6 P MAXIMUM DRY DENSITY: 107.3 Pcf OPTIMUM MOISTURE CONTENT: 12.7 % REPORT DISTRIBUTION: 1: Addressee 1: Pasco County Inspection 1: Matt Stone (~L- ~ Florida Testing & Environmental, Inc. P.O. BOX 5603 TELEPHONE (941) 648-1000 FAX (941) 648-4799 geotechnical engineering/materials testing/special inspections LAKELAND, FLORIDA 33807 MOISTURE-DENSITY RELATIONS OF SOIL Laboratory Compaction Test ASTM 1557 METHOD-1L- CLIENT Bo11enback Builders DATE: 9-22-97 PROJECT: Chancey Road-Matt Stone Zephyrhills PROJECT NO.: 97-.3002 LAB NO. 5P 114.0 ~ ::i 113.0 <..> ...... en Max. Dry Density 112.1 pet .D - >- 112.0 !:: v Optimum Moisture 11.9 % en Z w 0 111.0 >- a: 0 110.0 8 9 10 11 12 13 14 MOISTURE (%) DATE SAMPLED 09-15-97 SAMPLED BY: Chad Mountc;:astle LOCATION SAMPLED Footer VISUAL CLASSIFICATION Grey, Fine SAND REPORT DISTRIBUTION: 1: Addressee 1: Pasco County Inspections 1: Matt Stone Maar. PrInCeJs. (813) 665-9153 ... Florida Testing & Environmental, Inc. P.O. BOX 5603 TELEPHONE (941) 648-1000 FAX (941) 648-4799 geotechnical engineering/materials testing/special inspections LAKELAND. FLORIDA 33807 MOISTURE-DENSITY RELATIONS OF SOIL Laboratory Compaction Test ASTM 698 METHOD~ CLIENT Bollenbach Builders DATE: October 22, 1997 PROJECT: Matt Stone Chancey Rd.,Zephyrhills PROJECT NO,: 97-3002 LAB NO. 6 P ~ :J o ...... en .0 Max. Dry Density 107.3 pcf >- I- (J') Z W Cl >- a: Cl 107.0 Optimum Moisture 12.7 % 10 11 12 13 14 MOISTURE (%) 15 DATE SAMPLED October 21, 1997 SAMPLED BY: Chad Mountcastle LOCATION SAMPLED Column Pad VISUAL CLASSIFICATION Light Grey, Fine SAND REPORT DISTRIBUTION: 1: Addressee 1: Pasco Co. Inspection 1: Matt Stone TESTE Mcrafl PrlnlelS' (813) 665-9153 PERMIT NR I 'Hili "'" 11111111111111 111111111111I1111111111 . NOTICE OF COMMENCEMENT 97095131 PARCEL ID NR2'1-Zb-2/fItJ-o<<J()-()()/t)()- Sf,,", OF Fl.ORIOA The UNDERSIGNED hereby givee notice 'hat lmpr~ wit be m8de 10 ctIl'lain real property and In ec:ccIRt8IIce wI1h CHAPTEA 713. FLORIDA S'mTUTeS, the fot!OWlng information i, provided In tills NolIce of eommenc:emef't. Rcpt: 176938 Rec: ~ . DS: 0.00 IT: LEGAl DI!SCRIP11ON OF PfIIIOPEm'V 08/25/97 (Street 8ddnIa U pel....) 3749 Copeland Drive - A tract of land lying in the N.W'. 1/4 of Section 24, Township 2b south, Range ;ll~, l'asco county, t .Londa and contaJihng a poruon ot .l.rac~s .3g ~nd 42 as ~r plat. th~P-Of, r@C.omed in Plat Book 1. P82e 55. Public Recoxds Pasco County, Florida JED PITTMAN, PASCO COUNTY CLERK 08/25/97 03:16p. 1 of 1 OWNER IWCNIATlON OR BK 3793 PG 1 '909 NAME Matt Stone, Inc- AODRESS 3749 Copeland Drive, Zeplyrhl.l.l.S. INTEREST IN PROPeRTY As Lessee under Lease with Fee Simple Title holder JeffreyA. Mattox, or successor, 6.00 0.00 Dpty Clerk NAME & ADDRESS OF FEE StMPl.E T1TLEHO\.DER (If Clltler lIran owner) as trustee of Jeff~e A. Mattox Revoca as amend. P.O. Box I q aq 2e. '" rk; Ih FL 3'3 S 3CJ GENERAL ~IOM OF IMPROVEMENT Construe.tion of a manufacturing facility addition consisting' of approximately dated November 23 1988 ~.~.'''''' 20.400 square feet. square feet manufae Addition to b@ att"Ar.hPd to South of ~'lCist:;~ 37,600 facilit CC)N1'IW:rOR Bollenback Builders, Inc.. ADDRESS 3784 Taupa Road, Oldsmar, FL 346 7 NAME BOND AMOUNTS rJlA NAME & ADDRESS o~ SURElY /VIA LENDING OAGANIZRlON: rv/P't . (..... and Addren) Persons within Ihe Staae of Aorida. designeled by owner IJClOft wM notices or other documents may be 88MId as ptOVlded by SECTION 713.13 (1) (a) (7). FLORIDA STATUTES. NAME '"'J'e.~{. b4.~,v ADDRESS r.o I \hx 1'1 i}..q 2epk'frk: lis. f L. 3 3S J<j In addition 10 hlmself, owner designates Bollenpack Builders. Inc. of 3784 Tanpa R(')ad, 01d~al", EL (N..... (AddreISl 34677 10 receiw a copy of Lienor's Notice a. provided in secTION 713.13 (1) (b) FLORIDA STATUTES. EXPtRATlON DATE Nan~E OF COMME~ Signature of Owne~ . ~<T A fL1cv ' - Print8cl Name _ J't: r... 7. A JI\,... ttt'X (One ~ar from date of recordIrJt. uNIisa ...,ecIIed) CIiRTlRCATlON STATE OF Flo< ~ o\.<.\ ____-___ COUNTYOF ~~( 0 The foregoing instrument _ e.-=~ed ~ mC' lhi. 'J. S,!:, dey of A"9 ,,<, t 1...2 byJ4'k.fr";r i~J\1'3fc.,+ who is personally known to me or hal l'redlleed ...........ld.."'~. MId who (~ (4Ict-not) teke an oelh. ~~~~~=--_ CommiQion Nr MATT STONE ADDITION 3749 COPELAND DR, SQ, FEET PRICE MAIN OR LIVING AREA 20,400 $ 26.00 OTHER AREA UNDER ROOF - $ 15.00 OTHER $ - VALUATION $ 530,400.00 FEE SHEET $ 1,432.00 ADDRESS $ - DRIVEWAY $ - BUILDING: $ 2,088.00 ELECTRICAL: $ 251,04 PLUMBING: $ - MECHANICAL: $ - RADON: $ 204.00 CREDIT: $ 60.00 TOTAL $ 2,543,04 SEWER:I $ WATER: $ TOTAL: $ - I WATER METER:t $ - I T IF'S: $ 6,446.40 99% $ 6,381.94 1% $ 64.46 TOTAL: $ IRRIGATION METER: $ TOTAL: $ 8,989.44 8,989.44 APPLICATION FOR PERKIT CITY OF ZEPBYRHILLS BUILDING DEPARTMENT /~~JL ~'~/~q~ V;;) r71Z r /pO I 788"/970 OWNER'S NAHILl!tiArr S~JJe MIrNrJFIr""'PJIJ~ - mM1t1ro)< PHONE OWNER'S ADDRESS ,1749 CoPaA~D DRIVeS JOB ADDRESS 374t:J ~~hItAJD Dt</V'/5 LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL LD.' 2.t~2(,.21"ot?o- 00/00,.. 000 (OBTAIN FROM PROPERTY TAX. NOTICE) WORK PROPOSED:_New Construction -X..Addition ---..Al.teration ---llepair _Install _Sign _Hove _Deaolish PROPOSED~E: _SiqleF~iq _ec:-ercial _H/F _' of Units _H/H X-Indust. _Swia. Pool _Other _Restaurant & Health Departaent Approval DESCRIPTION OF WORK: /2O'x 170' ME/'1tt!Ju/I.J)/1JG 1Joo/1101J w/l'lASf.JIJrt'( . BUILDING SIZE: 120' X /70~. 2./),400 Square Feet. ~..2. Height RESIDENTIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. COMMERCIAL: ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORKS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. PERMITS REOUESTED ~UlLDING V ELECTRICAL $ / (POD $ AMP Service Florida Power Corp. W.R.E.C. Valuation of Total Construction --"ECllARICAL Valuation of Hechanical Installation _PLUMBING GAS TYPE OF CONSTRUCTION: ~BIOCk FllfISHED FLOOR ELEVAnONS: 11./,7 FT. ROOFING SPECIALTY _Fr~e _Steel Other ****************************************** YES -X NO IS PROJECT IN FLOOD ZONE AREA 7 CONTRACTOR SECTION BUILDER . GOMPANY~\i~ ~lL.O as, I I...,) (.. ~ /I /J State Cert. or Regist. . Signatur ~- City License Registration' 14~ ****************************************** ~ & ~ COHPAIIY ~C;,"4 tt'LrCl:7:0( /.,,,,,,-p / (/f ' , State Cert. or Regist.' e.fLoOI1SrD - --. e ~ ; t City Liceose Registration' /.50 ':( ****************************************** PLUMBER COMPANY State Cert. or Regist. . Signature City License Registration . ****************************************** HEGBAHIGAL COMPANY State Cert. or Regist. t Signature City License Registration . ****************************************** OTHER COMPANY State Cert. or Regist. , Signature City License Registration , ****************************************** APPLICATION APPROVED BY PERKIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT . A. NOTICE OF DEED RESTRICTIONS The undersigned understands that this perlit lay be subject to "deed restrictions" which lay be lOre restrictive than City regulations. The undersigned assUles responsibility for cOlpliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CQNTRAC'l'OR R.E;BPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they lay be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the oWner and contractor liar be cited for a lisdeleanor violation under state law, If the owner or intended contractor are uncertain as to wbat licensing reguirelents lay apply for the intended work, they are advised to contact tbe City of Zephyrhills Building Departlent, (813) 188-6611, Furtherlore, if the owner bas hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the IIContractor Sectionsll of this application for whicb they will be-responsible. If you, as the owner sign as the contractor, you are indicating that you, ratber than tlte contractor, are responsible for the wort. If tbe contractor wisbes you to sign as contractor that lay be an indication tbat he is not properly licensed and is not entitled to perlitting privileges in the City of Zepbyrhills. C. TRANSPORTATION IMPACT FEES AND U'l'ILITY CONNECTION FEES ~ ~ D. CONSTRUCTION LIEN LftW (ClrnPTER 713, FLORIDA STATUTES I AS AMENDED) I certify tbat I, the applicant, bave been provided with a copy of IIFlorida's Construction Lien Law - HOIeOIDer's Protection Guidell prepared by tbe Florida Departlent of Agriculture and ConsUler Affairs, If the applicant is sOleODe other than the lIowner", I certify that I have obtained a copy of the above described dOCUlent and prolise in good faith to deliver it to the "owner" prior to couenCelent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforaation in ,tbis applitation.is accurate' and that all wort will be done in cOlpliance with all applicable laws regulating construction, loning, and ~and deve~oplent, Application is hereby lade to obtain a perlit to do wort and installation as indicated. I certify that no worl or installation bas cOllenced prior to issuance of a perlit and that all wort will be perfolled to Jest standards of all laws regulating construction, City codes, loning regulations, and land developlent regulations in the jurisdiction. I also certify that I understand that tbe regulations of otber governlentaI agencies laY apply to tbe intended worl, and that it is IY responsibility to identify what actions I lust take to be in cOlpliance. Sucb agencies include but are not lilited to: t Departlent of HnviroDlental Regulation - Cypress Bayheads, Wetland Areas and HnviroDlentally Sensitive Lands, Water/Wastewater Treallent t Soutbwest Florida Water Hanagelent District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses t Arl' Corps of Engineers - Seawalts, Docks, Navigable Waterways t Departlent of Healtb i Rehabilitative Services, EnvirODlental Health Unit - Wells, Wastewater TreatJent, Septic lanls t US EnviroDJeDtal Protection Agency - Asbestos abatelent I also certify that, if fill laterial is to be used in Flood Zone -A" or -A,etc.-, it is understood that a drainage plan addressing a "cOlpensating vol ute II will be sublitted which is prepared by a professional engineer registered in the State of Florida prior to perlit. issuance. . A perlit issued shall be construed to be a license to proceed with tbe work and not as authority to violate, cancel alter, or Bet aside any provisions of the technical' codes, nor shall is~u~nce of a perlit prevent the Building Official lrUl thereafter requiring a correction of errors in plans, construction, or violations of any code. Iver, perait issued shall beCOJe iovalid unless the wort authorized by such perlit is cOIIenced witbin sil IOnths of issuance, or if worl autboriled by the perJit is suspended or abandoned for a period of sil IOnths after the tile the wort is cOlleDced. One 90 dal 81tension of tile, III be allowed for the perlit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection lust be logged during each six IOnth period, or the project will be considered abandoned. WARMING TO OWNIR: YOUR FAILURE TO RECORD A NOTICE OF COHKENCEHENT HAY RESULT IN YOUR PAYING TIIICE FOR IHPROVIIIBIrS TO YOUR PROPERTY. IF "YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORMBY BEFORE RECORDIHG YOUR HOIICH OF COHHENCEHENT. JOBS ONDER $2,500 IN VALUR DO NOT NEID TO RICaRD AND POST A -NOTICE OF COHKENCBIIEHTI. . ~~ " t t. / SIGHATUR : R A~T . I SIGNATURE: CONTRACTOR STATE OF FLORIDA COUNTY OF r ,;... ~ (... () The foregoing instrument was acknowledged before me this A")~A.{ ~\ , 19~ by 'J'-B'f,( i\'~ ~.>< who is personally known to me or who has produced as identification and who did/did not take~~~ (Sig ture) 1\' 'C) e -f-tr", (' fV\. ll&\.,.v (Name Typed, Printed or Stamped) NOTARY PUBLIC A JEFFREY M. DE ~N , Notary Public. State of Florida "'~~"~... i,. Bonded Tlru tlflid.l)(~,.. ,,,It< 1. 800 721-0121, f, STATB OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me this , 19 by who is personally known to me or who has produced as identification and who did/did not take an oath. (Signature) (Name Typed, Printed or Stamped) NOTARY PUBLIC