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Home My WebLink About98-7582 . F~.ttnBUILDING PERMIT -;5R CITY OF ZEPHYRHILLS Permit (813) 788-6611 /:l.~'"V .7582 t3 Date ..3 -/3-'7 ~ ELECTRICAL PLUMBING 3 7J;~OV MECHANICAL c:l /'1 /., .~O / BUILDING Sewer Conn II f:J~ ?'1...!:>'V Water Conn: Y3 ~-..5'V ","operty o~ .:3X--:;-. wate: Met"'~ Job Addres ,-~----,"-_ _ 9'/.9 8~ T.I.F.s: ~----'- Parcell.D. #3 -;).b._~ I-OD/()- 'j)t400-00~D 'aA ot 7-7-9Y) e:f $#;2" - Ob..b- Ot:!.#tJO-OO/O Zoning: ".""Energy Code: ,;L If/. d.;L ~ -~6)v_' - 5'0 5"0- Description of Work '~ FINAL - - -~ ~ ~ ~~ ~ ~ ~~...J; Valuation 0' L/ <./ 9 ~ ~ Con"ac' ""ce '7 9 I. / 0 . iJD ~Ll.. City License Registration # .;L30.b ~ -9 - State Certified License# . ~.<! ,~ ~-9J if f(1~i~{(~ : BUILDING ~- ~~ Ftr. 5k /0,1 C:t t Tp. Servo ~ ~~ Pre SLB Rough In ~ Lintel Meter Can '", ~ FRM. Const. Pole ~ $ Insul. CL Pool ::\ ~ WL Pre-Meter '7 IJ'I /tfd K. 8 I: F:.'Clv\ g/~ ~f l~ Final . If 0- ~.~ t(" ~ ~.:c:l.-'r~"l-'-- ~ t: Driveway el.-PA- S"L iJ B SItS/if b'"" I .. . ., f ~'I\ ~" S/6./iii <<;1\ f;L.l-(1;1..L-S/14/'l'&13,CJ F:1t (..011 s/2cIt:t~ B,/I F.I( G~l' 51J.dq~ ~ t,L ~ ~~'II (e\\ ~/p/H &06 li~J,~,h",S/lIlIa,9E~ r.~)"L. e.~L"L. ~l'lq~Ijl~~Ii-v f'.t.L.CGLL S...22-f IJ,I )0 {-II (;",(\ S' (rl!q 1 tu f',L L-c..r;LLsllsJ~R$Jj.L. ~ L-L ~ 6t..L 5"-Ia--fJ8-~.L L F. l\ Le.-{ t ~ l;;uoJa,i 6 \ t l ~ REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a ~ charge of Fifteen and 00/100 Dollars ($+&:e9) shall be made for each trip for each trade: ~ - .... := :- a. Wrong Address ;J.!:,.tJl:) J / '1l!::J!;;;.. .a..- 1 t 7 - L:? ~ ~ :ci'o.il b. Condemned work resulting from faulty construction. /~~ ~/I>~ q r I " ~ J Z.1:.~ c. Repairs or corrections not made when inspection called. '>!:!? ~ d. Work not ready for inspection when called. '>I~~ . \..I't \n e. Permit not posted on job site. _) . r- f. Plans not at job site. I. t., ~'U b /lItti. f. II "1 J3 g. Work not accessible. ~~b (.e ... -t :::; _ The payment of inspection fees shall be made before any further permits will be issued to the person owning '" {..:.~ same. .-,;'e ~'-' J- .(11 (ell to /c,/qS I{II ~~ t,.,l?~fPg,L<.. Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. $2 f"~ 7-.JJI-q~ ~1Ju;u Y';J/O)'f~ (~$$- c.o. DATE Inspector "e,mll F~~ Signature Company Address Telephone# r 7 f-~b ?J.~ _-z;I;;:I tfi.rJ. I ') S'l). _ ~;;6t1r ELECTRICAL PLUMBING )l~1 tb-;23/~ MECHANICAL SLB 5-J8-9~ ./iJ.JL.-L Tub Set Water. F. Sewer ~ (X hi f" Final i_JoI'l1 __ Breakers Ducts Insl. comprest Final i /e;x gc b . , It,,-h ..(;,.. "'...;~ ~t./ 7/"~~~. I T".~ be~ ~ ro./r/ctj b:' I F,ll (~l' S (s;./<-f~ ~ fu.:.+t-r lor O..."",p5ltr 6 (Kfti ~.~~\ I ECKERD DRUGS 6515 GALL BLVD. I Sa. FEET PRICE MAIN OR LIVING AREA 11,200 $ 42.00 OTHER AREA UNDER ROOF 1,634 $ 15.00 OTHER - $ 0,85 VALUATION $ 494,910.00 FEE SHEET $ 1,655.00 ADDRESS $ - DRIVEWAY $ - BUILDING: $ 2,146.50 ELECTRICAL: $ 241.22 PLUMBING: $ 72.50 MECHANICAL: $ 375.00 RADON: $ 128.34 CREDIT: $ 336.00 TOTAL $ 2,963.56 SEWER: $ 1,597.50 WATER: $ 437.50 TOTAL: $ 2,035.00 314" WATER METER:I $ - l I T I F-:1: - I TOTAL: $ 4,998.56 ~ CITY OF ZEPHYRHILLS CONNECTION FEES TABLE A . WORKSHEET ORD, t3961RESOLUTIONS 312/312 WATER $1.71 GAL. SEWER $I.HIGAL RESIDENTIAL (Each Lot or Unit) Residence $ 350.00 $ 1,278.00 Travel Trailer Park $ 131.25 $ 479.25 COMERCIAL (Per flxtire) Sinks $ 87.50 $ 319.50 Water Closet $ 131.25 $ 479.25 Urinal $ 87.50 $ 319.50 Lavatorv $ 43.75 $ 159.75 Tub/Shower $ 87.50 $ 319.50 Washina Machine-Commercial Size $ 350.00 $ 1,278.00 Washina Machine-Domestic Size $ 87.50 $ 319.50 Dishwasher-Umited Use $ 87.50 $ 319.50 Food Service-Dishwasher $ 700.00 $ 2,556.00 Sinks C3-Comoartment) $ 175.00 $ 639.00 Car Wash (Per Stam $ 1,000.00 $ 6,390.00 SINKS 60 1 $ 87.50 $ 319.50 $ 407.00 WATER CLOSETS 75 2 $ 262.50 $ 958.50 $ 1,221.00 URINALS 50 0 $ - $ - $ - LAVATORIES 25 2 $ 87.50 $ 319.50 $ 407.00 TUB/SHOWERS 50 $ - $ - $ - WASH. MACH. COMM. 560 $ - $ - $ - WASH. MACH DOM. 200 $ - $ - $ - DISHWASHER COMM. 400 $ - $ - $ - DISHWASHER LIMITED USE 60 $ - $ - $ - SINKS-3 COMPARTMENT 100 $ - $ - $ - CAR WASH PER/STALL 1000 $ - $ - $ - SUB-TOTAL $ 437.50 $ 1,597.50 $ 2,035.00 N/A WATER METER $ - GRAND TOTAL $ 2,035.00 FIXTURE G.P.D. # WATER SEWER TOTAL PER FIXTURE FIXTURE COUNT FOR EXISTING BUILDING CITY OF ZEPHYRHILLS CONNECTION FEES TABLE A - WORKSHEET ORD.09SIRESOLUTIONS 312/372 WATER $1.71 GAL. SEWER $6.381GAL RESIDENTIAL (Each Lot or Unit) Residence $ 350.00 $ 1,278.00 Travel Trailer ParK $ 131.25 $ 479.25 COMERCIAL (Per fixtire) Sinks $ 87.50 $ 319.50 Water Closet $ 131.25 $ 479.25 Urinal $ 87.50 $ 319.50 LavatON $ 43.75 $ 159.75 TublShower $ 87.50 $ 319.50 Washlna Machine-Commercial Size $ 350.00 $ 1,278.00 Washina Machine-Domestic Size $ 87.50 $ 319.50 Dishwasher-Limited Use $ 87.50 $ 319.50 Food Service-Dishwasher $ 700.00 $ 2,556.00 Sinks (3-Compartment) $ 175.00 $ 639.00 Car Wash (Per Stall) $ 1,000.00 $ 6,390.00 SINKS 60 2 $ 175.00 $ 639.00 $ 814.00 WATER CLOSETS 76 3 $ 393.75 $ 1,437.75 $ 1,831.50 URINALS 60 1 $ 87.50 $ 319.50 $ 407.00 LAVATORIES 25 5 $ 218.75 $ 798.75 $ 1,017.50 TUB/SHOWERS 50 $ - $ - $ - WASH. MACH. COMM. 660 $ - $ - $ - WASH. MACH DOM. 200 $ - $ - $ - DISHWASHER COMM. 400 $ - $ - $ - DISHWASHER LIMITED USE 60 $ - $ - $ - SINK$-3 COMPARTMENT 100 $ - $ - $ - CAR WASH PER/STALL 1000 $ - $ - $ - SUB-TOTAL $ 875.00 $ 3,195.00 $ 4,070.00 N1A WATER METER $ - GRAND TOTAL $ 4,070.00 FIXTURE G.P.D. ## WATER SEWER TOTAL PER FIXTURE ECKERDS ACTUAL FIXTURE COUNT i I ~-tu~D~ i: ~(llN rr ! ~ "-+\ ' I I I I 6.~eM l>lW&- J~':>~ __ 11 v;V ~o l c)-- 5" c..f fzA} r I" I \1 I', i I, II I i II II I I' I ii BLDG-. 1'1 liIPLuw1P". 72-.5D "1 ili lV\ [.cl4. 375"., eb Ig:Lfc.. .d41.~ I I I, ~ ! CfZE.0\T - 3~0,cc 4'1.. 0 0 x ~ /':):0 '^ : ! Co N,\'\ lL.c...:Tl D N F 6:.. &. ~ 3 uJ/c z. S(~~s 5" L-A.J & l (j IU\5 t Pd.. S - .. . f '.. ..._ ..... ..' ~.... .....,,..~~ "t' , , 1/,1.,0.0 _. h__'~. F"+ I, {,3 ~ , . _.. _~.q_._.. F-l-- .._ ~.. .. . .- ._-_.__. i . .....-.._._~.-:.... I ". .. _. .- ...10-...- ". .. --.. ..... - --".--"j-''--- , ............... --~._._....._.- j c.J.$.O ll" l~ ( ';)fi N(,- 2-/w/c.- J S [1'01 k. 2. lJt.V s.. .. ..... ---.- -----r---- i I. , .... .. -.,.. .... .. ..... ---;........- I I .. .'.... -,. --. --._ ._..~l-- i ! I II ~ RA (bN &A S I 2~.. '3'+ /2,"8 3'-1- ~1. F--r:- ![ Ii ---r"R:f)t\J ~ POr2- LA l( 0 N 11M pAC I f Ii: t2. s II fllf'r c{.4ij) I"T fifL pa.iJI"0) i 15~li- F"i S ~'h i I 1 I I . , _.. - .-.. ...... --..... ..--...+---.- . , . " - - -~ . -. ~.._,_.._.- .~- i _. ." ."-..- _.' ..- --- .._-~._; : I _ .... ..' '. 'A. _._._.__._. , '. ......... .. ........:.---.;.. " --.. -...._.._.~-_..._--, I - - .-:..-~ .-.,,'- _.. ___-I . i I w.. . .---.-.,.-.--.- I i' . ,: _. ....,.-. --......._,_._~,~.. .. . ......~, ...........- ........-.....--.. ! i .... .. _. _._ _. .r_ .._. __....;....-.- I -- .. .--- -..--,- ~- ,. .. ..., _.L- __"_' , / / \ \\ , (, 2/'1~1 \ 7 /J q~ 1), ~ bc.+lI'Co~ ~ g('ec,k rCe,,,, l E--c,,,, /'~ I R<::4jh [(ec.. I k~~ P(u...,) ~C{Gf.s 'i.,s.) 'l,,2Cf-C;~ ~ ~ ~4-~ ~~ APPLICATION FOR PERMIT CITY OF ZEPHYRBILLS BUILDING DEPARTMENT OWNER'S NAKE 5E.1VJ 5 Lei:.. EE)? ?tJLr,J~fJ ~~ !.-rO PHONE <B/~ 3e/-( 6o::D OWNER'S ADDRESS -5'B5"S CC-Nl'I!A.G /3[1/'0 5'f.~ ~ 557a JOB ADDRESS 5e. 6'l-s/ J. (S; (J~ 30/ Ze-" yeltJ!r rz LEGAL DESCRIPTION: LOT(S) BLOCK SUBDIVISION PARCEL 1.0.' (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPOSED:XNew Construction _Addition ---...Alteration _Repair _Install _Sign _Move _Deaolish PROPOSED USE: _Single Faaily ~eo..ercial _M/F _' of Units _M/H _Indust. _Swim. Pool _Other _Restaurant & Health Department Approval DESCRIPTION OF WO~: "'en! H.ee5'PJ,JD/"J(q Ect::et:os St./r'Ct;/Jq BUILDING SIZE: x Square Feet. 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 K..BUILDING ~ELEGTRICAL ~CHAIllCAL LPLutlBING Valuation of Total Construction AKP Service Florida Power Corp. W.R.E.C. Valuation of Mechanical Installation GAS ROOFING SPECIALTY TYPE OF CONSTRUCTION: XBlock _Fr8lle ~Steel Other FINISHED FLOOR ELEVATIONS: FT. IS PROJECT IN FLOOD ZONE AREA? YES NO ****************************************** Signature CONTRACTOR SECTION \ COMPANY J. ~VPt();J() ~ Asscc.v41es, triG. State Cert. or Regist. . rC C~c c>~z.1~' '0>' City License Registration . ,;) -3 0 t? ****************************************** ~ BUILDER F.T.F.CTRI~ l' COMPANY~-rAL EUc-r,e, 'G / State Cert. or Regist.' r::c.. /!JOt:? I "I 3 q ~---... City License Registration' li82...-Ec:.._ CJOO1'-I3'i ~ *********************************** /7~a- COMPANY -=>CC-r,.OI~ pWm/J/;/f; State Cert. or Regist. f C!.r<!.:n2 7):J' City License Registration' _ I!JS- ****************************************** v- KECHANICAL COMPANY ~^,/t.e6'f AlIe..II^,,~,(A-(el) ;j :I 11/ ~ I/t:> State Cert. or Regist. , (l Q -) Lf i <3"13 Signature ~lf:vb4.oJfl CL- City License Registration . 2 .3 / ~ ***************************************** OTRRR COMPANY State Cert. or Regist. t Signature City License Registration , ****************************************** APPLICATION APPROVED BY PERMIT OFFICER. CONDITIONS OF PERMIT AFFIDAVIT A. NOTICE OF DEED RESTRIeTIONS 'Tbe.undersi~ned understands that this perlit lay be subject to "deed restrictions" which .ay be lOre restrictive than City regulations. rhe undersigned assUles responsibility for cOlpliance with allY applicable deed restrictions. B. UNLICENSED eONTUAeTOnS AND eONTUAeTOn RESPONSIBILITIES 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 reguired by law, both the owner and contractor lay be cited for a .isdeleanor violation under state law. If the ONner or intended contractor are uncertain as to what licenSing requireaents .ay apply for tbe intended Nork, they are advised to contact the City of Zephyrhills Building Departleot, (813) 788-6611. . Further.ore, if the ONner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor Sections" of this application for which they will be responsible. If you, as the owner sign as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If tbe contractor wishes you to sign as contractor that .ay be an indication that he is not properly licensed and is not entitled to perlitting privileges in the City of Zephyrhills. e. TRANSPORTATION IMPACT FEES AND U'I'ILI'fY CONNECTION FEES "" D. CONSTRUC'I'ION LIEN L'I\W (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction Lien Law _ HOIeOw.Der's Protection Guidft" prepared by the Florida Departlent of Agriculture and Consuaer Affairs. If the applicant is SOleODe other than the "owner", I certify that I have obtained a copy of the above described doculent and prolise in good faith to deliver it to the "oNner" prior to cOllenceaent. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the inforlation in this application is accurate and that all work will be done in cOlpliance with all applicable laws regulating construction, zoning, and land developlent. I Application is hereby .ade to obtain a perlit to do work and instailation as indicated. I certify that no wort or installation has cOIIenced prior to issuance of a per.it and that all work will be perforaed to .eet standards of. all laws regulating construction, City codes, zoning regulations, and land develoPlent regulations in the jurisdiction. I also certify that I understand that the regulations of other govelDlenlal agencies laY apply to the intended work, and that it is IY responsibility to identify Nhat actions I lust take to be in cOlpliance. Such agencies include but are not lilited to: * Departaent of Environaental Regulation - Cypress Bayheads, Wetland Areas and Environaentally Sensitive Lands, Nater/Nastewater Treataent I Southwest Florida Water Hanageaent District - NeIls, Cypress Bayheads, Netland Areas, Altering Watercourses I Ar.y Corps of Engineers - Seawalls, Docks, Navigable Naterways I De artaent of Health & Rehabilitative Services Environaental Health Unit - NeIls, WasteNater rreatlent, Septic rants I US Environaental Protection Ayency - Asbeslos abateaent 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 volUle" will be sub.itted which is prepared by a professional engineer registered in the State of Florida prior to perlit. issuance. . A per.it issued sball be construed to be a license to proceed witb tbe work and not as authority to violate, cancel alter, or set aside any provisions of the technical codes, nor shall is~u~nce of a per.it prevent the Building Official frOl thereafter requiring a correction of errors in plans, construction, or violations of any code. Bvery perlit issued shall beCOle invalid unless the wort authorized by such per.it is cOllenced within six IOnths of issuance, or if work authorized by the perlit is suspended or abandoned for a period of six IOnths after tbe ti.e the wort is cOllenced. One 90 day eatension of tiae, 88y be alloNed for the per.it with fee cbarge of $15.00. The extension sball be requested in writing to the Building Official. An approved inspection .ust be logged during each six IOnth period, or.the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTlCIl OF COHHENCBHBNT ItAY RESULT IN YOUR PAYING rNICI FOR IHPROVBllH.US TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FlHANCING, CONSULT WITH YOUR LENDER OR AN ATTORIEY BEFORi RECORDING YOUR HorICI OP COHHENCIlHIlNT. JOBS UNDER $2,500 IN VALUE DO NOT NEilD TO RIlCORD AND POST A "NOTICE OF COIOIENCBHBNT". ~r;2Y-:=;:-~~J : OWNIlR OR AGIlNT .. ~s,~--r--::: SI ATUR. TRA _ . I STATE OF FLORIDA , ~ COUNTY OF ~fA1 The foregOing in0rUJ1.l~nt was acknOWledged before me this ;3 tO~ , 19~ by ~ J, ~ suidctf) who is personally known to me or who has produced as identifica.ti.o D and who ~ oot ~~A$~ . (~i ature) . STATE OF FLORIDA '- .-. IJ _ COUNTY OF .suncn~ The foregOing inst~ent was aCknowledged before me this .3 '0/ , 19 9<6 by \John ~t So-R:tr.itf, \ who is personally known to me or who has prOduced as identificatio.D ~ who d" ~t take p .~ (Sign t re) . :\~l\Y "11# .~.,~: (":~ 'w. * J< .~ ..... ~ ";~ Of f~O"~ (Name Typed, Printed or Stamped) NOTARY PUBLIC (Name Typed, Printed or Stamped) NOTARY PUBLIC hEseCCA L MCGRATH My Commlnlon CC608592 &xplree Oct. 30, 1S1G9 ~.'l ~ PlI,f ::'~~:(~ .......~.- .'. * Il".... . ~~ ";~ Of f~O~ REBECCA L MCGRATH My Commlnlon CC&oI692 Expires Oct. 30, 1S1G9 g UNIVERSAL Project No.: Report No.: Date: 80043-001-01 DR #17 July 13,1998 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering. Environmental Sciences. Construction Materials Testing. Threshold Inspections 5804 Breckenridge Parkway. Suite E · Tampa, FL 33610 · (813) 740-8506 · FAX (813) 740-8706 IN-PLACE DENSITY TEST REPORT Client: J, Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Project: Eckerd Drug Store, Zephyrhills, Florida Area Tested: DOT Entrance Way, Subgrade Reference Datum: o = Top of Subgrade Type of Test - Field: Laboratory: ASTM 0-2937 Drive Cylinder Method ASTM 0-1557 Modified Proctor Date Tested: 7/10/98 Remarks: The tests below meet the minimum 98 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. Technician: Chris Haley cc: Client (1 ) UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering. Environmental Sciences. Construction Materials Testing. Threshold Inspections 5804 Breckenridge Parkway. Suite E · Tampa, FL 33610 · (813) 740-8506 · FAX (813) 740-8706 Project No.: Lab No.: Date 1st Issue: Final Issue: 80043-001-01 , 9 June 22, 1998 July 13,1998 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Project: J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Eckerd Drugs Store, Zephyrhills, Florida DESIGN Specified Strength: 4,000 psi at 28 days DATA Mix Design No. 1176517 Date Sampled: 6/05/98 Time Sampled: 2:30 p.m. Sampled By: C.H. Slump: 3.0 in. FIELD Truck No.: 8487 Air Content (by volume): N/S% & Ticket No.: 4223240 Concrete Temperature: 870F LAB Time Batched: N/S No. of Cylinders Cast: 4 DATA Quantity of Load: 16 cu.yds. Ambient Temperature: 98 OF Water Added At Site: -gals. - cu.yds. Water Added By: N/S Contractor: J. Raymond & Assoc. Weather Condition: Sunny Supplier: Rinker Admixture: N/S Location of Placement: I Interior, south rake beam at canopy Max. Test Age Type of Test Specimen Compressive Compressive Date Tested Days Fracture X-Sect. Area (in2) Load (Ibs.) Strength (psi) Average (psi) RESULTS 6/12/98 7 3 28.27 127,500 4510 of 7/03/98 28 3 28.27 150,000 5310 5275 TESTING 7/03/98 28 3 28.27 148,000 5240 H REMARKS This Form Conforms With ASTM C-39 t Sample taken at 2 cu.yds. [JQJ[QB[[] 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Comer Break Technician: Chris Haley Reviewed By, Universal Engineering Sciences, Inc. CC: Client (2) g UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering. Environmental Sciences. Construction Materials Testing. Threshold Inspections 5804 Breckenridge Parkway · Suite E · Tampa, FL 33610 · (813) 740-8506 · FAX (813) 740-8706 Project No.: Lab No.: Date 1 st Issue: Final Issue: 80043-001-01 10 ' June 22, 1998 July 13, 1998 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Project: J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Eckerd Drugs Store, Zephyrhills, Florida DESIGN Specified Strength: 4,000 psi at 28 days DATA Mix Design No. 1176517 Date Sampled: 6/09/98 Time Sampled: 2:30 p.m. Sampled By: C.H. Slump: 4.25 in. FIELD Truck No.: 7741 Air Content (by volume): N/S % & Ticket No.: 4080863 Concrete Temperature: N/soF LAB Time Batched: 1 :48 p.m. No. of Cylinders Cast: 4 DATA Quantity of Load: '10 cu.yds. Ambient Temperature: 95 OF Water Added At Site: -- gals. - ctJ.yds. Water Added By: N/S Contractor: J. Raymond & Assoc. Weather Condition: Sunny Supplier: Rinker Admixture: N/S Location of Placement: I Exterior, south rake beam and East rake beam at canopy Max. Test Age Type of Test Specimen Compressive Compressive Date Tested Days Fracture X-Sect. Area (in2) Load (Ibs.) Strength (psi) Average (psi) RESULTS 6/16/98 7 3 28.27 103,500 3660 of 7/07/98 28 3 28.27 135,000 4780 4840 TESTING 7/07/98 28 3 28.27 138,500 4900 H REMARKS This Form Conforms With ASTM C-39 , Sample taken at 3 cu.yds. ~rn0G[J 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Comer Break Technician: Chris Haley Reviewed By, Universal Engineering Sciences, Inc. CC: Client (2) Wayne Pan rf, Tampa Regional Manager Registered Professional Engineer No. 30254 ., ~ UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering' Environmental Sciences . Construction Materials Testing' Threshold Inspections 5804 Breckenridge Parkway · Suite E · Tampa, FL 33610 · (813) 740-8506 · FAX (813) 740-8706 Project No.: Lab No.: Date 1 st Issue: Final Issue: 80043-001-01 , GP#3 . June 22, 1998 July 13, 1998 COMPRESSIVE STRENGTH OF GROUT PRISM TEST SPECIMENS Client: Project: J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Eckerd Drugs Store, Zephyrhills, Florida DESIGN Specified Strength: 4,000 psi at 28 days DATA Mix Design No. 1176517 Date Sampled: 6/09/98 Time Sampled: 2:50 p.m. Sampled By: C.H. Slump: 6.0 in. FIELD Truck No.: 7741 Air Content (by volume): N/S% & Ticket No.: 4080863 Concrete Temperature: N/S of LAB Time Batched: 1 :48 p.m. No. of Cylinders Cast: 3 DATA Quantity of Load: 110 cu.yds. Ambient Temperature: 95 of Water Added At Site: -gals. - cu.yds. Water Added By: N/S Contractor: J. Raymond & Assoc. Weather Condition: Sunny Supplier: Rinker Admixture: N/A Location of Placement: I Drive thru cell fill Max. Test Age Type of Test Specimen Compressive Compressive Date Tested Days Fracture X-Sect. Area (in2) Load (Ibs.) Strength (psi) Average (psi) RESULTS 6/16/98 7 3 16.00 75,500 4690 of 7/07/98 28 3 16.00 78,000 4880 5020 TESTING 7/07/98 28 3 16.00 82,500 5160 REMARKS This Fonn Confonns With ASTM C-39 lSample taken at 8 cu.yds. ~rn[QGrnJ 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Comer Break Technician: Chris Haley Reviewed By, Universal Engineering Sciences, Inc. CC: Client (1) City of Zephyrhills, Mr. Bill Burgess Wayne Pan 0, . . Tampa Regional Manager Registered Professional Engineer No. 30254 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering. Environmental Sciences. Construction Materials Testing. Threshold Inspections 5804 Breckenridge Parkway. Suite E · Tampa, FL 33610 · (813) 740-8506 · FAX (813) 740-8706 Project No.: Lab No.: Date 1st Issue: Final Issue: 80043-001-01 , MC#2 . June 22, 1998 July 13, 1998 COMPRESSIVE STRENGTH OF MORTAR CUBES TEST SPECIMENS Client: Project: J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Eckerd Drugs Store, Zephyrhills, Florida DESIGN Specified Strength: 1,500 psi at 28 days DATA Mix Design No. Unknown Date Sampled: 6/05/98 Time Sampled: 2:30 p.m. Sampled By: C.H. Slump: N/S in. FIELD Truck No.: N/S Air Content (by volume): N/S% & Ticket No.: N/S Concrete Temperature: N/S of LAB Time Batched: N/S No. of Cubes Cast: 3 DATA Quantity of Load: 'N/A cu.yds. Ambient Temperature: N/S of Water Added At Site: N/A gals N/A cu.yds Water Added By: N/S Contractor: J. Raymond & Assoc. Weather Condition: Sunny Supplier: Mixed on site Admixture: N/A Location of Placement: I drive thru Max. Test Age Type of Test Specimen Compressive Compressive Date Tested Days Fracture X-Sect. Area (in2) Load (Ibs.) Strength (psi) Average (psi) RESULTS 6/12/98 7 N/A 4.00 4,800 1200 of 7/03/98 28 N/A 4.00 5,990 1500 1610 TESTING 7/03/98 28 N/A 4.00 6,890 1720 REMARKS This Form Conforms With ASTM C-39 ~rn[ZJB[[J 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Comer Break Technician: Chris Haley Reviewed By, Universal Engineering Sciences, Inc. CC: Client (1) City of Zephyrhills, Mr. Bill Burgess Wayne P ndort, . . Tampa Regional Manager Registered Professional Engineer No. 30254 ., ~ UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering. Environmental Sciences. Construction Materials Testing. Threshold Inspections 5804 Breckenridge Parkway · Suite E · Tampa, FL 33610 · (813) 740-8506 . FAX (813) 740-8706 Project No.: Lab No.: Date 1st Issue: Final Issue: 80043-001-01 MC#3 June 22, 1998 July 13, 1998 COMPRESSIVE STRENGTH OF MORTAR CUBES TEST SPECIMENS Client: Project: J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Eckerd Drugs Store, Zephyrhills, Florida DESIGN Specified Strength: 1,500 psi at 28 days DATA Mix Design No. Unknown Date Sampled: 6/09/98 Time Sampled: 1 :30 p.m. Sampled By: C.H. Slump: N/S in. FIELD Truck No.: N/S Air Content (by volume): N/S% & Ticket No.: N/S Concrete Temperature: N/S OF LAB Time Batched: N/S No. of Cubes Cast: 3 DATA Quantity of Load: N/A cu.yds. Ambient Temperature: 95 OF Water Added At Site: -gals. - cu.yds. Water Added By: N/S Contractor: J. Raymond & Assoc. Weather Condition: Sunny Supplier: Mixed on site Admixture: N/A Location of Placement: I drive thru Max. Test Age Type of Test Specimen Compressive Compressive Date Tested Days Fracture X-Sect. Area (in2) Load (Ibs.) Strength (psi) Average (psi) RESULTS 6/16/98 7 N/A 4.00 4,700 1175 of 7/07/98 28 N/A 4.00 6,200 1550 1525 TESTING 7/07/98 28 N/A 4.00 6,000 1500 REMARKS This Form Conforms With ASTM C-39 k?Jrn~D[] 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Comer Break Technician: Chris Haley Reviewed By, Universal Engineering Sciences, Inc. CC: Client (1) City of Zephyrhills, Mr. Bill Burgess Wayne Pa dort, P.E. Tampa Regional Manager Registered Professional Engineer No. 30254 UNIVERSAL ENGINEERING SCIENCES Project No. Consultants In: Geotechnical Engineering. Environmental Sciences. Report No. Construction Materials Testing. Threshold Inspections Date: 5804 Breckenridge Parkway · Suite E · Tampa, FL 33610 · (813) 740-8506 . FAX (813) 740-8706 80043-001-01 SI#4 July 6, 1998 Client: Project: Scope of Field Work: Date Inspected: REPORT ON SITE INSPECTION J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Eckerd Drug Store, Zephyrhills, Florida Steel Inspection 6/25/98 Inspected By: John McGrath Travel Time: 4.0 hour Total Time on Project: 3.0 hours Inspecting: N/S N/S Testing: OBSERVATIONS: On June 25, 1998, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. Roof framing: A-E (1-5.5): Roof Bridging terminations at eMU wall are loose and/or in hollow block, need direction from engineer of record. Further inspection required. UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering. Environmental Sciences. Construction Materials Testing. Threshold Inspections 5804 Breckenridge Parkway. Suite E · Tampa, FL 33610 · (813) 740-8506 · FAX (813) 740-8706 Project No.: Lab No.: Date 1st Issue: Final Issue: 80043-001-01 ' MC#1 June 22, 1998 July 6, 1998 COMPRESSIVE STRENGTH OF MORTAR CUBES TEST SPECIMENS Client: Project: J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Eckerd Drugs Store, Zephyrhills, Florida DESIGN Specified Strength: 2,500 psi at 28 days DATA Mix Design No. Unknown Date Sampled: 6/03/98 Time Sampled: 2:00 p.m. Sampled By: C.H. Slump: N/S in. FIELD Truck No.: N/S Air Content (by volume): N/S% & Ticket No.: N/S Concrete Temperature: N/S of LAB Time Batched: N/S No. of Cubes Cast: 3 DATA Quantity of Load: IN/A cu.yds. Ambient Temperature: 95 of Water Added At Site: -gals. -- cu.yds. Water Added By: N/S Contractor: J. Raymond & Assoc. Weather Condition: Sunny Supplier: Mixed on site Admixture: N/A Location of Placement: I West side of building drive thru column Max. Test Age Type of Test Specimen Compressive Compressive Date Tested Days Fracture X-Sect. Area (in2) Load (Ibs.) Strength (psi) Average (psi) RESULTS 6/10/98 7 3 4.00 5,200 1300 of 7/01/98 28 3 4.00 5,820 1460 1600. TESTING 7/01/98 28 3 4.00 6,970 1740 . REMARKS This Form Conforms With ASTM C-39 . Does not meet specified strength ~QJ[QG[] 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break Technician: Chris Haley Reviewed By, Universal Engineering Sciences, Inc. CC: Client (1) City of Zephyrhills, Mr. Bill Burgess Wayne Pando , Tampa Regional Manager Registered Professional Engineer No. 30254 g UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering. Environmental Sciences. Construction Materials Testing. Threshold Inspections 5804 Breckenridge Parkway · Suite E · Tampa, FL 33610 · (813) 740-8506 · FAX (813) 740-8706 Project No.: Lab No.: Date 1st Issue: Final Issue: 80043-001-Q1 4 June 9, 1998 July 6, 1998 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Project: J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Eckerd Drugs Store, Zephyrhills, Florida Client: DESIGN Specified Strength: 3,000 psi at 28 days DATA Mix Design No. 1163497 Date Sampled: 6/02/98 Time Sampled: 8:05 a.m. Sampled By: C.H. Slump: 5.0 in. FIELD Truck No.: 3992 Air Content (by volume): N/S% & Ticket No.: 4223113 Concrete Temperature: N/soF LAB Time Batched: 6:40 a.m. No. of Cylinders Cast: 4 DATA Quantity of Load: 110 cu.yds. Ambient Temperature: 87 OF Water Added At Site: - gals. - cu.yds. Water Added By: N/S Contractor: J. Raymond & Assoc. Weather Condition: Sunny Supplier: Rinker Admixture: N/S Location of Placement: I Building slab, 5W, 5'S of northwest building comer Max. Test Age Type of Test Specimen Compressive Compressive Date Tested Days Fracture X-Sect. Area (in2) Load (Ibs.) Strength (psi) Average (psi) RESULTS 6/09/98 7 3 28.27 76,500 2710 of 6/30/98 28 3 28.27 108,500 3840 3840 TESTING 6/30/98 28 3 28.27 108,500 3840 H REMARKS This Form Conforms With ASTM C-39 1 Sample taken at 4 cu.yds. ~QJ[QGillJ 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break Technician: Chris Haley Reviewed By, Universal Engineering Sciences, Inc. cc: Client (2) ayne Pandorf, . E. Tampa Regional Manager Registered Professional Engineer No. 30254 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering' Environmental Sciences. Construction Materials Testing. Threshold Inspections 5804 Breckenridge Parkway · Suite E · Tampa, FL 33610 · (813) 740-8506 · FAX (813) 740-8706 Project No.: Lab No.: Date 1st Issue: Final Issue: 80043-001-01 5 June 9, 1998 July 6, 1998 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Project: Eckerd Drugs Store, Zephyrhills, Florida DESIGN Specified Strength: 3,000 psi at 28 days DATA Mix Design No. 1163497 Date Sampled: 6/02198 Time Sampled: 8:30 a.m. Sampled By: C.H. Slump: 5.5 in. FIELD Truck No.: 7826 Air Content (by volume): N/S % & Ticket No.: 4080570 Concrete Temperature: 840F LAB Time Batched: 7:14 a.m. No. of Cylinders Cast: 4 DATA Quantity of Load: '10 cu.yds. Ambient Temperature: 93 OF Water Added At Site: - gals. - cu.yds. Water Added By: N/S Contractor: J. Raymond & Assoc. Weather Condition: Sunny Supplier: Rinker Admixture: N/S Location of Placement: 1 Building slab, 50'S, 1 OW of northeast building corner Max. Test Age Type of Test Specimen Compressive Compressive Date Tested Days Fracture X-Sect. Area (in2) Load (Ibs.) Strength (psi) Average (psi) RESULTS 6/09/98 7 3 28.27 70,500 2490 of 6/30/98 28 3 28.27 106,500 3770 3670 TESTING 6/30/98 28 3 28.27 101,000 3570 H REMARKS This Form Conforms With ASTM C-39 1 Sample taken at 3 cU.yds. ~rn[{J[J[[J 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break Technician: Chris Haley Reviewed By, Universal Engineering Sciences, Inc. CC: Client (2) g UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering. Environmental Sciences. Construction Materials Testing. Threshold Inspections 5804 Breckenridge Parkway. Suite E · Tampa, FL 33610 · (813) 740-8506 · FAX (813) 740-8706 Project No.: Lab No.: Date 1st Issue: Final Issue: 80043-001-0,1 6 June 9, 1998 July 6, 1998 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Project: J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Eckerd Drugs Store, Zephyrhills, Florida Client: DESIGN Specified Strength: 3,000 psi at 28 days DATA Mix Design No. 1163497 Date Sampled: 6/02/98 Time Sampled: 10:10 a.m. Sampled By: C.H. Slump: 3.0 in. FIELD Truck No.: 8641 Air Content (by volume): N/S% & Ticket No.: 4080580 Concrete Temperature: 860F LAB Time Batched: 9:07 a.m. No. of Cylinders Cast: 4 DATA Quantity of Load: '10 cu.yds. Ambient Temperature: 95 OF Water Added At Site: - gals. - cu.yds. Water Added By: N/S Contractor: J. Raymond & Assoc. Weather Condition: Sunny Supplier: Rinker Admixture: N/S Location of Placement: I Building slab, 20'N, 40'E of southwest building corner, building slab Max. Test Age Type of Test Specimen Compressive Compressive Date Tested Days Fracture X-Sect. Area (in2) Load (Ibs.) Strength (psi) Average (psi) RESULTS 6/09/98 7 3 28.27 87,000 3080 of 6/30/98 28 3 28.27 114,000 4030 4050 TESTING 6/30/98 28 3 28.27 115,000 4070 H REMARKS This Form Conforms With ASTM C-39 , Sample taken at 4 cu.yds. ~rn~B[[J 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Comer Break Technician: Chris Haley CC: Client (2) Reviewed By, Universal Engineering Sciences, Inc. ~ Tampa Regional Manager Registered Professional Engineer No. 30254 g UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering. Environmental Sciences. Construction Materials Testing. Threshold Inspections 5804 Breckenridge Parkway · Suite E · Tampa, FL 33610 · (813) 740-8506 · FAX (813) 740-8706 Project No.: Lab No.: Date 1st Issue: Final Issue: 80043-001-Q1 7 June 22, 1998 July 6, 1998 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Project: J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Eckerd Drugs Store, Zephyrhills, Florida Client: DESIGN Specified Strength: 4,000 psi at 28 days DATA Mix Design No. 1176517 Date Sampled: 6/03/98 Time Sampled: 2:40 p.m. Sampled By: C.H. Slump: 5.75 in. FIELD Truck No.: 3159 Air Content (by volume): N/S % & Ticket No.: 4223167 Concrete Temperature: 840F LAB Time Batched: 1 :37 p.m. No. of Cylinders Cast: 3 DATA Quantity of Load: '8 cu.yds. Ambient Temperature: 96 OF Water Added At Site: -gals. - cu.yds. Water Added By: N/S Contractor: J. Raymond & Assoc. Weather Condition: Sunny Supplier: Rinker Admixture: N/S Location of Placement: I East side, canopy beams Max. Test Age Type of Test Specimen Compressive Compressive Date Tested Days Fracture X-Sect. Area (in2) Load (Ibs.) Strength (psi) Average (psi) RESULTS 6/10/98 7 3 28.27 115,500 4090 of 7101/98 28 3 28.27 135,000 4780 4935 TESTING 7101/98 28 3 28.27 144,000 5090 H REMARKS This Fonn Confonns With ASTM C-39 1 Sample taken at 2 cu.yds. ~QJ[2JB[] 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Comer Break Technician: Chris Haley CC: Client (2) Reviewed By, Universal Engineering Sciences, Inc. ~g!;;) Tampa Regional Manager Registered Professional Engineer No. 30254 g UN.IVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering. Environmental Sciences. Construction Materials Testing. Threshold Inspections 5804 Breckenridge Parkway. Suite E . Tampa, FL 33610 · (813) 740-8506 · FAX (813) 740-8706 Project No.: Lab No.: Date 1st Issue: Final Issue: 80043-001-01 8 . June 22, 1998 July 6, 1998 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Project: J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Eckerd Drugs Store, Zephyrhills, Florida Client: DESIGN Specified Strength: 3,000 psi at 28 days DATA Mix Design No. N/S Date Sampled: 6/04/98 Time Sampled: N/S Sampled By: Contractor Slump: N/S in. FIELD Truck No.: N/S Air Content (by volume): N/S % & Ticket No.: N/S Concrete Temperature: N/soF LAB Time Batched: N/S No. of Cylinders Cast: 3 DATA Quantity of Load: 1 10 cu.yds. Ambient Temperature: N/S of Water Added At Site: - gals. - cu.yds. Water Added By: N/S Contractor: J. Raymond & Assoc. Weather Condition: N/S Supplier: N/S Admixture: N/S Location of Placement: I Tie Beams, drive thru Max. Test Age Type of Test Specimen Compressive Compressive Date Tested Days Fracture X-Sect. Area (in2) Load (Ibs.) Strength (psi) Average (psi) RESULTS 6/11/98 7 3 28.27 66,000 2330 of 7/02/98 28 3 28.27 117,500 4160 4130 TESTING 7/02/98 28 3 28.27 116,000 4100 H REMARKS This Form Conforms With ASTM C-39 1 Sample taken at 2 cu.yds. Note: All information pertinent to concrete placement (slump, water, class, etc.) along with casting the test specimens. was prepared by the client. Universal Engineering Sciences is only responsible for the Compressive Strength Test. ~QJ[2JG[[] 1 = Cone, 2 = Cone & Split. 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Corner Break CC: Client (1) City of Zephyrhills, Mr. Bill Burgess Reviewed By. Universal Engineering Sciences, Inc. i&OCJ Tampa Regional Manager Registered Professional Engineer No. 30254 UNIVERSAL ENGINEERING SCIENCES PROCTOR TEST RESULTS CLIENT PROJECT NAME/LOCA TION Eckerd Drug Store, Zephyrhills, Florida J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Project No.: 80043-001-01 Sample Location: Natural Ground Sample Description: Brown Slightly Silty Fine Sand with Traces of Clayey Fine Sand 125 \ \ , \ Test Method (1) Stan ~ \ (1,2 or 3) AS1M \\ (AASHT \1\ \1\ Vol. of Cylinder(cu.ft.) 1/3 ,\ \ Hammer Weight (Ibs.) 5-1/ 1\ ,\ \1\ Hammer Orop (in.) 12 ,\ Hammer Blows Per 25 \\ Layer \\ Number of Layers 3 \ \~ ,..... '"\ .\ Compaction Energy 12.3 '" 1\ , 1\ (ft.-kips per cu. ft.) \ ,\ ~ \\ \ , .\ 1\ ,\1\ CURVES OF 1007. SATURA \\ FOR SPECIFIC GRAVITY ,\ EOUAL TO: "\ \1\ ~ "\ 2.65 ,'I 2.70 \ .,; 2.75 \.jA , .\ ,\ ~ \.\. 'i f\..\ I\. ,\ , "l\.. \[\1\. 1\ I"\.... r\: I dard 0698 OT-99) 120 o 2 115 0- a a L<. u CD ::l 110 u 0::: w a.. en Cl z ::l a 105 a.. I 75 TION 0- :c l:> GJ :;: 0- 100 Z ::J >- 0::: Cl 95 90 85 5 10 15 20 25 30 MOISTURE CONTENT - PERCENT OF DRY WEIGHT 35 UNIVERSAL ENGINEERING SCIENCES, INC. cc: cc: Wayne Pandorf, P .E. Florida Registration No. 30254 Date: April 29, 1998 (2) Modified (3) Modified AS1M 01557 ASTM 01557 (AASHTO T-180 (AASHTO T-180 4" mold) 6"mold) 1/30 1/13.333 10 10 18 18 25 56 5 5 56.259 56.259 Lab No. Tampa Date Tested 4/21/98 Test Method D-1557 Maximum Dry 111.8 Density (pet) Optimum 10.4 Moisture Content (%) Wash 200 (%) 8.4 Report No.: PR #1 UNIVERSAL ENGINEERING SCIENCES PROCTOR TEST RESULTS CLIENT PROJECT NAME/LOCATION Eckerd Drug Store, Zephyrhills, Florida J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Project No.: 80043-001-01 Sample Location: Stock Pile, Import Fill Sample Description: Brown Slightly Silty Fine Sand with Traces of Hard Pan 125 \ \~ Test Method (1) Sta 1\ \ (1,20r3) ASTM \1\ (AASHT \\ \ Vol. of Cylinder(cu.ft.) 1/3 ,\r\ Hammer Weight (Ibs.) 5-1 i\ , '\ Hammer Drop (in.) 12 \ \ Hammer Blows Per 2 \ \1\ Layer ,\ Number of Layers 3 \1\ \ ~ Compaction Energy 12.3 \\ (ft.-kips per cu. ft.) l.-- --1\ \ ~ l,..-- , r\ \ 1\ ~ \\ '\ " \\ CURVES OF 100% SATURA \\' FOR SPECIFIC GRAVITY \. \ EOUAL TO: \\. 2.65 1'\ 1\ 2.70 i" 'Y 2.75 \.;- \. \. \. \. .\ ,\ 1\ \ i\.' Ii\. ,\. ,,\ ,,\ i\. '\ X, '\\: I\: ndard 0698 OT-99) 120 o /2 115 5 I- a a u.. u CD ::> 110 u a:: w CL <.n o z is 105 CL 75 TION l- I <-' W :<; I- 100 Z ::> >- a:: o 95 90 85 5 10 15 20 25 30 MOISTURE CONTENT - PERCENT OF DRY WEIGHT 35 UNIVERSAL ENGINEERING SCIENCES, INC. (f{~.P.E. Florida Registration No. 30254 cc: cc: Date: April 29, 1998 (2) Modified (3) Modified ASTM 01557 ASTM 01557 (AASHTO T-180 (AASHTO T-180 4"mold) 6"mold) 1/30 1/13.333 10 10 18 18 25 56 5 5 56.259 56.259 Lab No. Tampa Date Tested 4/21/98 Test Method 0-1557 Maximum Dry 110.0 Density (pet) Optimum 12.0 Moisture Content (%) Wash 200 (%) 3.6 Report No.: PR #2 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering. Environmental Sciences . Construction Materials Testing. Threshold Inspections 5804 Breckenridge Parkway. Suite E · Tampa, FL 33610 · (813) 740-8506. FAX (813) 740-8706 ,UNIVERSAL Project No.: Report No.: Date: 80043-001-01 LBR #1 . May 11, 1998 Client: Project: Sample: Location: L1MEROCK BEARING RATIO REPORT J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Eckerd Drug Store, Zephyrhills, Florida Brown to Orange Slightly Silty to Slightly Clayey Fine Sand On-site Stockpile Maximum Density: Optimum Moisture: Maximum LBR: Required LBR Value: 121 PCF 10 % 50 40 Limerock Bearing Ratio - Sample By and Date: Date Received: Date Tested: FOOT - LBR Technician, Certificate No. FM 5-515 Chris Haley, 5/05/98 5/06/98 5/08/98 Pat Dunfield Stress Penetration Curve Attached Note: The above sample does meet the required LBR value of 40. cc: Client (2) Reviewed By, Universal Engineering Sciences, Inc. ~ Tampa Regional Manager Registered Professional Engineer No. 30254 Page 1 of 2 Pages ~ ~ .Q iii c:: Cl .5 ia CD CD .:.! () o Qj E ::i 122 ~ E 121 Cl "Qi 3: - .2 120 ::l ~ Cl 119 118 2 LBR Value: 50 ''10 .. ........ 7" ~ ./ "' ./ '\. / '\. 0 '\... ~ '\ 0 Optimum Moisture: 10 % Maximum Density: 121 pc! I r\ / " . ~ I / \ f \ . 250 200 150 100 90 80 70 60 50 40 30 8 9 10 11 12 13 Moisture Content (% by weight) Sample No.: 1 Location: On-Site stockpile Soil Description: Brown to Orange Slightly Silty to Slightly Clayey Fine Sand Project Requirement: Stabilized Subgrade; :t.BR = 40 B3 L1MEROCK BEARING RATIO UNIVERSAL ENGINEERING SCIENCES DRAWN BY: SCALE: DATE: ORDER NO: CHECKED BY: REPORT NO: LBR DATE: PAGE NO: h g 'UNIVERSAL Project No.: Report No.: Date: 80043-001-01 DR#1 April 29, 1998 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering. Environmental Sciences. Construction Materials Testing' Threshold Inspections 5804 Breckenridge Parkway. Suite E · Tampa, FL 33610. (813) 740-8506. FAX (813) 740-8706 IN-PLACE DENSITY TEST REPORT Client: J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Project: Eckerd Drug Store, Zephyrhills, Florida Area Tested: Storm Pipe Removal, Backfill Reference Datum: o = Bottom of Excavation Type of Test - Field: Laboratory: ASTM 0-2937 Drive Cylinder Method ASTM 0-1557 Modified Proctor Date Tested: 4/24/98 Remarks: The tests below meet the minimum 95 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. 1 2 Existing storm pipe within building pad Existing storm pipe within building pad +2 +1 111.8 111.8 10.2 10.2 111.3 112.9 9.2 10.5 99.6 101.0 Technician: Chris Haley Reviewed By, Universal Engineering Sciences, Inc. cc: Client (2) Wayne Pandorf, . . Tampa Regional Manager Reaistered Professional Fnnin"''''r!\ln 1n?t;.1 UNIVERSAL Project No.: Report No.: Date: 80043-001-01 DR #2 April 29, 1998 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering. Environmental Sciences. Construction Materials Testing. Threshold Inspections 5804 Breckenridge Parkway. Suite E · Tampa, FL 33610 · (813) 740-8506 · FAX (813) 740-8706 IN-PLACE DENSITY TEST REPORT Client: J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Project: Eckerd Drug Store, Zephyrhills, Florida Area Tested: Building Pad, Fill Reference Datum: 0 = Top of Native Type of Test - Field: Laboratory: ASTM 0-2937 Drive Cylinder Method ASTM 0-1557 Modified Proctor Date Tested: 4/27/98 Remarks: The tests below meet the minimum 95 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. 3 4 5 20'N, 20'E of SW building corner 20'N, 60'E of SW building corner 60'N, 40'E of SW building comer +1 +1 110.0 110.0 110.0 12.0 12.0 12.0 110.8 108.2 109.9 6.1 7.4 8.2 100.7 98.3 99.9 +1 Technician: Chris Haley Reviewed By I Universal Engineering Sciences, Inc. cc: CHent (2) Wayne Pandorf, P.E. Tampa Regional Manager Registered Professional Engineer No. 30254 UNIVERSAL Project No.: Report No.: Date: 80043-001-01. DR#3 April 29, 1998 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering. Environmental Sciences. Construction Materials Testing. Threshold Inspections 5804 Breckenridge Parkway · Suite E · Tampa, FL 33610 · (813) 740-8506 . FAX (813) 740-8706 IN-PLACE DENSITY TEST REPORT Client: J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Project: Eckerd Drug Store, Zephyrhills, Florida Area Tested: Building Pad, Native Reference Datum: 0 = Top of Native Type of Test - Field: Laboratory: ASTM 0-2937 Drive Cylinder Method ASTM 0-1557 Modified Proctor Date Tested: 4/27/98 Remarks: The tests below meet the minimum 95 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. 6 40'E, 5'S of NW building corner 0 111.8 10.4 106.5 4.8 95.3 7 40'E, 5'S of NW building corner -1 111.8 10.4 110.7 7.8 99.0 8 40'S, 65'E of NW building corner 0 111.8 10.4 113.6 8.2 101.5 9 40'S, 65'E of NW building corner -1 111.8 10.4 110.5 10.0 98.8 10 100'S, 20'E of NW building corner 0 111.8 10.4 109.1 8.6 97.4 11 100'S, 20'E of NW building corner -1 111.8 10.4 114.2 13.2 102.0 12 120'S, 60'E of NW building corner 0 111.8 10.4 108.8 8.0 97.2 13 120'S, 60'E of NW building comer -1 111.8 10.4 111.5 9.8 99.7 14 60'S, 40'E of NW building corner 0 111.8 10.4 108.8 9.3 97.2 15 60'S, 40'E of NW building corner -1 111.8 10.4 109.7 10.4 98.1 Technician: Chris Haley Reviewed By, Universal Engineering Sciences, Inc. ee: Client (2) ~ Tampa Regional Manager Registered Professional Engineer No. 30254 4 '."' UNIVERSAL Project No.: Report No.: Date: 80043-001-01 DR #4 April 29, 1998 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering. Environmental Sciences. Construction Materials Testing. Threshold Inspections 5804 Breckenridge Parkway. Suite E · Tampa, FL 33610 · (813) 740-8506. FAX (813) 740-8706 IN-PLACE DENSITY TEST REPORT Client: J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Project: Eckerd Drug Store, Zephyrhills, Florida Area Tested: Building Pad, Fill Reference Datum: 0 = Top of Native Type of Test - Field: Laboratory: ASTM 0-2937 Drive Cylinder Method ASTM 0-1557 Modified Proctor Date Tested: 4/28/98 Remarks: The tests below meet the minimum 95 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. 16 17 5'S, 15'E of NW building corner 10'S, 20'W of NE building corner +1 +1 110.0 110.0 12.0 12.0 105.3 108.5 5.6 6.2 95.7 98.7 Technician: Chris Haley cc: Client (2) Reviewed By. un/,~ Engi ~~n ort, . . Tampa Regional Manager Registered Professional En9ineer No. 30254 UNIVERSAL Project No.: Report No.: Date: 80043-001-01. DR#5 April 29, 1998 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering. Environmental Sciences. Construction Materials Testing. Threshold Inspections 5804 Breckenridge Parkway. Suite E · Tampa, FL 33610 · (813) 740-8506. FAX (813) 740-8706 IN-PLACE DENSITY TEST REPORT Client: J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Project: Eckerd Drug Store, Zephyrhills, Florida Area Tested: Building Pad, Fill Reference Datum: o = Top of Native Type of Test - Field: Laboratory: ASTM 0-2937 Drive Cylinder Method ASTM 0-1557 Modified Proctor Date Tested: 4/29/98 Remarks: The tests below meet the minimum 95 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. 18 15'E, 15'N of SW corner of building +2 110.0 12.0 109.1 5.6 99.2 pad 19 15'W, 15'N of SE corner of building +2 110.0 12.0 105.8 4.2 96.2 pad 20 40'N, 25'E of SW comer of building +2 110.0 12.0 108.6 4.9 98.7 pad Technician: David Centeno cc: Client (2) Reviewed By, univers~Jineering Sciences, Inc. $~E Tampa Regional Manager Reaistered Professional Enaineer No 30254 . , .UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering. Environmental Sciences' Construction Materials Testing. Threshold Inspections 5804 Breckenridge Parkway. Suite E · Tampa, FL 33610 · (813) 740-8506 . FAX (813) 740-8706 g Project No.: Report No.: Date: 80043-00 1-0 ~ DR #6 May 6, 1998 IN-PLACE DENSITY TEST REPORT Client: J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Project: Eckerd Drug Store, Zephyrhills, Florida Area Tested: Footing, Subgrade Reference Datum: o = Bottom of Footing Subgrade Type of Test - Field: Laboratory: ASTM 0-2937 Drive Cylinder Method ASTM 0-1557 Modified Proctor Date Tested: 5/05/98 Remarks: The tests below meet the minimum 98 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. 21 Mezzanine Foundation (column pads) 0 110.0 12.0 109.1 4.8 99.2 22 Mezzanine Foundation (column pads) 0 110.0 12.0 109.5 3.6 99.6 23 Mezzanine Foundation (column pads) 0 110.0 12.0 111.1 5.2 101.0 24 4'E, 6'S of southeast building corner 0 110.0 12.0 109.8 5.8 99.8 (column pads) 25 45'N, 5'E of southeast building corner 0 110.0 12.0 109.2 5.6 99.2 (column pads) 26 15'N, 5'E of southeast building corner 0 110.0 12.0 111.0 4.2 100.9 (column pads) 27 23'W, 5'S of southeast building corner 0 110.0 12.0 109.0 7.0 99.1 (column pads) Technician: Chris Haley cc: Client (2) 30254 Project No.: Report No.: Date: 80043-001-01 DR #6 May 6, 1998 28 40'E, 4'S of southwest building corner 0 110.0 12.0 109.6 5.2 99.6 (column pads) 29 5'S of southwest building corner 0 110.0 12.0 109.1 4.0 99.2 (column pads) 30 40'E of northwest building corner 0 110.0 12.0 109.8 4.6 99.8 (footing) 31 40'E of southwest building corner 0 110.0 12.0 110.7 4.9 100.7 (footing) 32 35'S of northeast building corner 0 110.0 12.0 108.2 3.6 98.4 (footing) 33 35'N of southeast building corner 0 110.0 12.0 109.5 4.0 99.6 (footing) 34 35'S of northwest building corner 0 110.0 12.0 110.0 5.2 100.0 (footing) 35 35'N of southwest building corner 0 110.0 12.0 110.5 6.3 100.5 (footing) Technician: Chris Haley Reviewed By, Universal Engineering Sciences, Inc. cc: Client (2) Wayne Pandorf, P.E. Tampa Regional Manager Registered Professional Engineer No. 30254 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering. Environmental Sciences. Construction Materials Testing. Threshold Inspections 5804 Breckenridge Parkway · Suite E · Tampa, FL 33610 · (813) 740-8506 . FAX (813) 740-8706 .UNIVERSAL Project No.: Report No.: Date: 80043-001-01 DR #7 May 11, 1998 IN-PLACE DENSITY TEST REPORT Client: J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Project: Eckerd Drug Store, Zephyrhills, Florida Area Tested: North Parking Lot, Fill Reference Datum: o = Top of Native Type of Test - Field: Laboratory: ASTM 0-2937 Drive Cylinder Method ASTM 0-1557 Modified Proctor Date Tested: 5/11/98 Remarks: The tests below meet the minimum 98 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. 36 37 2S'N, 20'W of NE building corner 2S'N, 25'E of NE building comer +1 +1 120.8 120.8 10.0 10.0 118.6 118.8 4.4 6.9 98.2 98.3 Technician: Chris Haley cc: Client (2) .UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering. Environmental Sciences. Construction Materials Testing. Threshold Inspections 5804 Breckenridge Parkway · Suite E · Tampa. FL 33610 · (813) 740-8506 . FAX (813) 740-8706 Project No.: Report No.: Date: 80043-001-01 DR#8 May 19, 1998 IN-PLACE DENSITY TEST REPORT Client: J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Project: Eckerd Drug Store, Zephyrhills, Florida Area Tested: North Parking Lot, Fill Reference Datum: o = Top of Native Type of Test - Field: ASTM D-2937 Drive Cylinder Method Laboratory: ASTM D-1557 Modified Proctor Date Tested: 5/12/98 Remarks: The tests below meet the minimum 95 percent relative soil compaction requirement of Laboratory Proctor maximum dry density. 38 39 40 41 2S'N, 30W of NE building corner 1S'N, SOW of NE building corner 30'N, 40'E of NW building corner 20'N, 1S'E of NW building corner +2 +3 120.8 120.8 120.8 120.8 10.0 10.0 10.0 10.0 117.3 117.9 119.1 118.S S.6 8.S 6.2 10.0 97.1 97.6 98.6 98.0 +4 +S Technician: Chris Haley cc: Client (2) Reviewed By, Universal Engineering Sciences, Inc. ~ct(;J Tampa Regional Manager Registered Professional Engineer No. 30254 UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering. Environmental Sciences. Construction Materials Testing. Threshold Inspections Project No. Report No. Date: 80043-001-01 SI#1 May 12,1998 5804 Breckenridge Parkway · Suite E · Tampa. FL 33610 · (813) 740-8506 . FAX (813) 740-8706 Client: Project: Scope of Field Work: Date Inspected: REPORT ON SITE INSPECTION J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Eckerd Drug Store, Zephyrhills, Florida Stripping Inspection of Parking Lot North of Building 5/08/98 Inspected By: Chris Haley Travel Time: .50 hour Total Time on Project: 2.0 hours Inspecting: N/S Testing: N/S OBSERVATIONS: On May 8, 1998, a representative of Universal Engineering Sciences (UES) was present at the above project site as requested to perform the referenced work. Area above extends from 50'N to 50'S, and 80'W of northeast building corner. All organic material and concrete debris was removed from area in question. Area is ready for suitable fill to be placed. J. Raymond representative will call at a later date to schedule in-place density tests subsequent to fill placement and compaction. UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering. Environmental Sciences. Construction Materials Testing. Threshold Inspections 5804 Breckenridge Parkway. Suite E · Tampa, FL 33610 · (813) 740-8506. FAX (813) 740-8706 Project No.: Lab No.: Date 1st Issue: Final Issue: 80043-00 1-Q 1 1 May 19, 1998 June 3, 1998 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Eckerd Drugs Store, Zephyrhills, Florida Project: DESIGN Specified Strength: 3000 psi at 28 days DATA Mix Design No. 1176516 Date Sampled: 5/06/98 Time Sampled: N/P Sampled By: PMD Slump: 7.75 in. FIELD Truck No.: 4924 Air Content (by volume): N/A% & Ticket No.: 4221322 Concrete Temperature: 72 OF LAB Time Batched: 8:37 a.m. No. of Cylinders Cast: 4 DATA Quantity of Load: '10 cU.yds. Ambient Temperature: 76 OF Water Added At Site: 10 gals. 10 cU.yds. Water Added By: Pump Operator Contractor: J. Raymond & Assoc. Weather Condition: Clear Supplier: Rinker Admixture: N/A Location of Placement: T Footings; North Side Max. Test Age Type of Test Specimen Compressive Compressive Date Tested Days Fracture X-Sect. Area (in2) Load (Ibs.) Strength (psi) Average (psi) RESULTS 5/13/98 7 3 28.27 95,000 3360 of 6/03/98 28 3 28.27 113,500 4010 4040 TESTING 6/03/98 28 3 28.27 115,000 4070 REMARKS This Form Conforms With ASTM C-39 'Sample taken at 4 cU.yds. ~QJ0B[[] 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Comer Break Technician: Pat Dunfield Reviewed By, Universal Engineering Sciences, Inc. CC: Client (2) Wayne Pando , Tampa Regional Manager Registered Professional Engineer No. 30254 ,UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering. Environmental Sciences. Construction Materials Testing. Threshold Inspections 5804 Breckenridge Parkway · Suite E · Tampa, FL 33610 · (813) 740-8506. FAX (813) 740-8706 Project No.: Lab No.: Date 1st Issue: Final Issue: 80043-001-01 2 May 30, 1998 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Eckerd Drugs Store, Zephyrhills, Florida Project: DESIGN Specified Strength: 4000 psi at 28 days DATA Mix Design No. N/S Date Sampled: 5/15/98 Time Sampled: N/S Sampled By: Contractor Slump: N/S in. FIELD Truck No.: N/S Air Content (by volume): N/S % & Ticket No.: N/S Concrete Temperature: N/soF LAB Time Batched: N/S No. of Cylinders Cast: 4 DATA Quantity of Load: 1 N/S cu.yds. Ambient Temperature: N/S OF Water Added At Site: - gals. - cu.yds. Water Added By: N/S Contractor: J. Raymond & Assoc. Weather Condition: N/S Supplier: Rinker Admixture: N/S Location of Placement: I N/S Max. Test Age Type of Test Specimen Compressive Compressive Date Tested Days Fracture X-Sect. Area (in2) Load (Ibs.) Strength (psi) Average (psi) RESULTS 5/22/98 7 3 28.27 116,000 4100 of 6/12/98 28 TESTING 6/12/98 28 H REMARKS This Fonn Confonns With ASTM C-39 Note: All information pertinent to concrete placement (slump, water, class, etc.) along with casting the test specimens, was prepared by the client. Universal Engineering Sciences is only responsible for the Compressive Strength Test. ~QJ0B[] 1 = Cone, 2 = Cone & Split. 3 = Cone & Shear, 4 = Shear, 5 = Columnar H = Hold, CB = Comer Break Reviewed By. Universal Engineering Sciences, Inc. CC: Client (2) ~ Tampa Regional Manager Registered Professional Engineer No. 30254 g UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering. Environmental Sciences. Construction Materials Testing. Threshold Inspections 5804 Breckenridge Parkway · Suite E · Tampa, FL 33610 · (813) 740-8506 . FAX (813) 740-8706 Project No.: Lab No.: Date 1st Issue: Final Issue: 80043-001-01 GP#1 May 30, 1998 COMPRESSIVE STRENGTH OF GROUT PRISM TEST SPECIMENS Client: J. Raymond & Associates Attn: Mr. Russ Suddeth 280 South SR 434, Suite 2041 Altamonte Springs, Florida 32714 Eckerd Drugs Store, Zephyrhills, Florida Project: DESIGN Specified Strength: 3000 psi at 28 days DATA Mix Design No. 1176516 Date Sampled: 5/13/98 Time Sampled: 2:20 p.m. Sampled By: C.H. Slump: 7.0 in. FIELD Truck No.: 3206 Air Content (by volume): N/S% & Ticket No.: 4221531 Concrete Temperature: N/S OF LAB Time Batched: 1 :30 p.m. No. of Cylinders Cast: 3 DATA Quantity of Load: '6 cu.yds. Ambient Temperature: NIP OF Water Added At Site: -gals. - cU.yds. Water Added By: N/S Contractor: J. Raymond & Assoc. Weather Condition: Sunny Supplier: Rinker Admixture: N/A Location of Placement: I Cell Fill Max. Test Age Type of Test Specimen Compressive Compressive Date Tested Days Fracture X-Sect. Area (in2) Load (Ibs.) Strength (psi) Average (psi) RESULTS 5/20/98 7 3 16.00 50,000 3125 of 6/10/98 28 TESTING 6/10/98 28 REMARKS This Fonn Confonns With ASTM C-39 'Sample taken at 2 cu.yds. ~rn[2JB[[] 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear,S = Columnar H = Hold, CB = Comer Break Technician: Chris Haley Reviewed By, Universal Engineering Sciences, Inc. CC: Client (2) Wayne Pandorf, . . Tampa Regional Manager Registered Professional Engineer No. 30254 .""!"'- - ~, -.~-;l,....,.."",,,,_,,,,,,,,,,,,,,,,,,,,,,,,., "__ ....._,.,._~.", _~...... ',~ _, _, .~ _~ - UNIVERSAL ENGINEERING SCIENCES Consu~ants In: Geotechnical Engineering. Environmental Sciences. Const~uction Materials Testing. Threshold Inspections ~~ __~~'_-""If'~._~ .~ ,- .' Field Report of ' IN-PLACE DENSITY TESTS 5804 Breckenridge Pkwy, Suite E . Tampa, FL 33610. (813) 740-8506 . FAX (813) 740-8706 Client: ", '{c'. ~/i, 'r <t' cl Project: Lc \(~ lU:\ Area Tested: r) ( ) I leI I \Ice] (:',rt<""\1.. / La Fill D Backfill D Native D Limerock o Soil Cement o Stabilization Reference Datum: l2J Top 0 Pipe 0 Storm Inlet Structure 0 0 Bottom .of" 0 Native 0 Foundation Footing 0 Springline [lI Fill 0 Sanitary Structure Type of Test: 0 ASTM 0-2937 Drive Cylinder "Method ~ ASTM 0-1557 0 ASTM 0-2922 Nuclear Method 0 ASTM 0-698 Field 0 ASTM 0- 1556 Sand Cone Method Laboratory 0 AASHTO T180 0 ASTM 0-558 Soil Cement Field Proctor D AASHTO T99 0 AASHTO Report Left on Site: ~ Yes - If Yes. to Whom: ", r. e, c.\ o No - If No, Why Not: Penetration Resistance 0 Yes [Z] Satisfactory o NjA o Unsatisfactory Date Tested: ..r < -/ ,s' a> ~ a> E 'iij ... ... ::l ~ ::l c: ::l :S e. .... ~ a> .... E ~ <Il 'w <Il 'w 0 '0 'x .0 .c .c c: <;::- c: <;::- ~<;::- ::E c ro ~ .... 15. a> S ::E ~ a> S 0 S u ::E a. 0 0 'iij a> a> .... E ~ 0 0 .... c: E .... c: >, ::l c: ~ a> Ci ::> E a> a> a> .0 ~ E :;:; u 0 <Il ro a> 'x a. Qj ro .... 0... ltl CD (/) ::E 0 0... ~ CJ8% (Oyoo NOT meet the minimum Remarks: P=Pass F=Fail J, ~F ;f1f"??/~rV 'WC ~ ~ ~F \ a> "0 :I: 'O~ a> :i E~ ::> .~ .... .c u.o '4) 3:~ m ~# c: - '(ij ~ .... c: o ()t .' Lpcation of Test .' '51i (/)::::;. 'O~ .... 0 -so:I: '4) E 3: e - , I J 1,f).1 . '1,c) f; _,f> i.I" 11'( ! ( 0'" (l i}~"c. .~ .....-:' pl ~....m - ~ W ....-: ....~ 'f.8 3.(, ~~ b'2 '$8 /" ~ (~" ;, r,)o ""'A. G G ~~ ~~ ,j'[ I I.,'s ()( ~t 6/c ~F /< ',) f"'(' " ~ s~!.'I( p~ z:; liJ 5' S {( <)f ,,{ P' ' ,. " f if: t-/o { tt.J <) o( s w b,C Iii ",. I r '5 (..) ,. / :.IF 'J <'j CJ< ~ ,~ c ~F ;';-;') / ,(' , t... Technician (:: .. 111 i~ ,.~ ~n ~ . ~ 5.(, ,. 4.2 - ..r .~ 7.() ,I < ( r:; If' o b fj~, \ D ;... ,~ () ~ D t~ ~~.n'" - ''-1' ~ ~ .~~ ~tl.o ->. Z .(, \1 i/ I c; l, 'I 1 of-L- 10).1 J to. u /2. (J qq.l I /()9.<; qq,( / I I . 1 1(; / . () /df,g Qq.0 , u-1.2 .(t.Z 1/1'0 .1 I d () '7 /(. q .(J i)q. I 107.G 19,('-' I[. I. I ~? iT W}.l ,-~---,_".~-'''''''''--,r,~'.' '. '..".>I',~""~......-' ,~~:., ....... "'\"-,<:.-.'. ~'IIfIf'f.' '7"'-.':","'j,I""'""'~""-"-"':"-.""'..~"".,'("_"'-_-" .":--""''l'....<-.....-,_........,....,~.-..........~, IN-PLACE DENSITY TEST (continued) t,l(,.,r;id ~,.;-- /6 . +-' ... Q) ~ Q) .c :; , 'en '0 = ui 'all >. .?;- c: o .0 'Iii +-' +-' Q) :I:~ (/):::;. 'Vi VI 'Vi 0 'Cot! .... 3:~ c:c '0 c:c ;::"c o ~ ~ ui Q) 0 ~* ~ 8- o 8- Q) ::i +-' 0 Q) .0 Os "€iJ:I: .S: :::;. +-' ~ E~ E 0 +-' c: >. co ~ Q) ::l ::l~ 'Iii E +-' 0 Ci E ~ 3: e c: Qj 0 'x .... u a.. ro ::E ~:J.r04 ~ ~} Lt./" o . il I '(1 b' 110.0 c r. 0 t7 ;; 4.Q II (). 7 - "'" - - '0 ' ~~ ~ -;.(" lu6.Z .~ 0 "'\. t'ti ~ ' 4.0 loq.~ h- .... 0 .~ .. ~2 /I (). 0 ... o. (: ~ , ~.3 I/O.':: f7 \ - .. '.l rw WI' u .~~ r-J ... .~:t ,. "'..~ .lo. -~"'- ~- ... .n1-'..,j,~ ..... ~~ ~ l~ "I.l "),C - ~:kl "'p ~- ....~ :~"\j It ~ f';u Ii 'I I; !.P I> ~.' ~ t k. fy: ~~). ~ ..1..' rIPJ ~ . \ 1&1 P=Pass I 2/,-f 2 F= Fa iI Location of Test (IP/F 4(/(, o( !\Jlv 61c ( IP, 1-1 1_ / b / IF -f() t c> ~ )I;J Ie: Hp~F ?~ I-c- ) I ..J IP/F 5.t;' 'N P. IF 5.t; 's (J IIP/F ? t)' 'N () ( () ( lJ[ J:/c d; Se. h/c NI-.! JJ1c 'S l j 6/C p/F p/F p/F p/F p/F p/F p/F p/F p/F p/F p/F p/F p/F p/F p/F p/F p/F p/F p/F p/F p/F p/F ~ .. IU .~ lll' \,.~ .~ ... .a l': j I4Q '11 ..lri F.JZ '... '-"l '{: - - .. p .u - ;.-- . If!: .r Li r" ~ \ .. ~ U' BI.o "'. ~ N' . rJI ; ~i~ I'.: "rb 1'"4"" 'JI~ F..,w ... JId Q) ~.. ~ ~ ....- :J ~ c: +-' E * VI '0 'x .c .c ~ C m >. +-' +-' ~ a. a. 0 +-' Q) Q) E .e: +-' 'Vi 0 0 c: :J c: Q) Q) ..c:i E Q) 0 0 VI co :;:; Qj co +-' a. co (/) 0 a.. I/O ~9.8 I Do . l <'ta.L/ 9q,(, lOO.(J ,., ~ 100."1 " TInS INS'I'RlJM:E1'..;T PREPARED BY AND RETImN TO. lames B. Soble Ruden, McClosky, ~:mith, Schuster & Russell, P. A. ~:) 2700 SunTIU$t FiDaIciaI Centre u"1t 401 E.lackson Street Tampa. Florida 336)2 1111111111111111I11111 111111111I11111 1111I11111111 98029034 Rcpt: 222771 Rec: DS: 0.00 IT: 03/13/98 19.50 0.00 Dpty Clerk JED PITTMAN, PASCO COUNTY CLERK 03/13/98 03:11p. 1 of 4 OR BK 38gG P6 1 gOG NonCE OF COMMEN'CP.MRN"r , ') Building Permit No. _ Tax Folio Nos. '03-26-001?-0640O-OO10 /03-26-21-001?-0640O-OO30 '~, STATE OF FLoRIDA COUNTY OF PINEI.LAS THE UNDERSIGNED hereby gives notice that improvemems will be made to certain real property, and in accon:laoce witi Chaprer 713, Florida Srah1~. the following iDfonnation is provided in this Notice of CommeIlCeDlCnt. I. Description of Property: (Legal descriptioa of the property. aod street address if available) See A~ed I~bit "A" 2. General ;Descri!>tion of Improvements: CODStn; ction of Eckerd prog Store 3. Owner Imormalion: a. Name am address: Sembler E.D.P. Partnership #8, Ltd. clo The Sembler Company 5858 Central Avenue St. Petersburg, FL 33707 b. Ii1r.erest in property: Fee Owner n>A:&9729:~ " OR BK 3896- 2 of 4 PG 1907' Page 2 c. NaIDf' and address of fee simple titleholder (if other than owner): 4. ContraCtor: (1WDe aod address) J . Raymond & Associates7 Inc. 280 South Srate Road 4347 Stc. 2041 Alfmlontc Springs, FL 32714 s. Surety: a. ;Name and address:'- b. .AmOUl1tofbond $ NfA , 6. Lender Jnfomation: a. ~ame ;UJd address: Wachovia Bank. N.A. 1505 Lakes Parkway. Suite 150 Lawrenceville. GA 30243 b. Designu.ed Contact: Commercial Real Estate Departmem 7. Persons: withir: the State of Florida desi!'JI2ted by Owner upon whom notices or other docu:mems maybe served as pro'rided by Section 713. 13(1)(a)7., FJorid2 Stltnre.c: (name and address): 8. In addition to himself, Owner designates of as provided in Section 713.13(1)(b), Florida Stlmt~. N/A to receive a copy of the Lienor's Notice TPA:6'729,1 Page 3 OR BK 3896 P6 1 '908 :3 of -4 9. Expiration da~ of Notice of COIJJme.o.cement (the expiration dare is One (1) Year from the date of recording unless a different date is specified). Other expiration date: Signed~ sealed and ck:livered in the presence of: Mi fA- 211. {!jJWf (Witness Signa,ture) PrimName:~ In. 6mp f::) "- \,3)JL~fe~eA- (Witness Si~f;Ure) ~ . Print Name~ oA b J? r A j;;J <-V7 /}..J STATE OF FLORID1~ COUNTY OF PINELLAS SEMBLERE..D.P. PAR1'NERSHIP#8. LTD., a Florida limited partnership By: Sembler Retail, Inc. ~ a Florida coqx>ration. sole general partner By:~;jV(-P::lIQ ~.:.... Gregory S. er ".... I """ ' . d t . '.. . ,j (' '. Sr. Vice PreSl en ,,"<, \ . .:'~"" ..' .,.,.... '. ). - (CORPORATE SEAL) 'j ~~I , . t,.... ~. ~ : f ,. ,./ OJ I.}: v~) .0) ." , f). .'. .~ - , ~-.' ",--' "'.... ~ ',," ~.....".... .\,- :\ "f, The foregoing instrument was acknowledged before me this --LQ.. day of March, 1998 by Gregory S. Sembler of Sernbler Retail, Inc., the sole genen1 partner ofSembler E.D.P. Partnership #8, Lta., a Florida limite:f parfnership, on behalf of the partnership and the corporation, He is ~onaIly known to me. rPA.6t729,1 '-. 'YU.--7ISl YYl. PUBLIC (Signature) e: My Commission Expires: _nc M. Hess A ...., '""*- ... cI FIaridII Comm . e.pr... 1'.:KIOII My 'No CC548043 . 11-...... . ~'"1.(=)~21 .. OR BK 38'96 4 of 4 PG 1 '909 '. . EXHIBIt "A" I)Ottion of Tract 64, ZePh)'l."hills Cc lony Campeny Lands. os reccrdlld In Plot Book 2. PGCJe 6. Public Records of Pasco mty, Rotida. being in Section ~, "ownanip 26 South, Range 21 East. being more POtticularly described as follows: a Point of Reference ecrrimence ot the Southeast comer of the Northeast 1/~ of sold Section J: thence N:89.4,'3t-w. rig the South boundary of said ~crtheast 1 /4~ 0 distance of 94.08 feet; thence depClrtin9 saicS Scutt:! boundary, 'cnS'29-E.. 0 distonce of 31.00 fe,t to a point on the ~Qr'therfy right-ot-woy line of Stote ROOd 54 (os it no. exists); nee N.sg.4".31'"w. Clfon9 soid Hortt erty right-of-'woy line, 0 distance of 10.00 feet to 0 point on the Westerly boundary a certoln pcree OS descri~ in Cffic:iOl Records ,BoOk 1223, Page 1713 of the. Public Records of Pasco County. F1cri4g o POINT OF BEGlNNINC: t~ce dc:oorting soid Westerly boundary, N.8V4,'3'.w. oton9 eaid Northerly right-ot-wey line. a once of ~21 feet; thenc:~ N.8~ 7.2S'"W. along soid Nortfter1y ~t-of-way tifte. a dfstonce of 133.94 feet; thence orting said Northerty ri9ht~of-wo) line, N.0cr:2S'18t:., a distance of 192.28 f_t: thence N.89.4,'3t-W.. 0 distance of .98 feet; thence N.OQ"28.'S-E., 0 ~tance of 105.92 feet: thence ~89'44'OOt:... 0 distance of 370.00 feet (PER OEEO) .13 feet (FlElO MEASURED): to 0 ~oint on the Westerly ri9ht-of-..vy of U.s. High-.oy 301 (os it now exists); U1ence r2S"8-W. otong said Weste1y righ:-of-woy. Q distance of 296.19 feet to the Northeast corner of said certoin parCel: 'ce N.SS'41'3f'"w. along the Northerly boundary of said certoin pare., 0 distance of '0.00 feet; thence S.oo"2S',S'"W. 9 the Westeny boundary of said certain C)Otcef. 0 distance of 4.00 teet to tne POINT OF BEGlNNINC. tOinin9 1.785 ccres more or less. ~TATE OF FLORIDA COUNTY ?F P~;CO HE FOREGOING !S A THIS IS 10. (;ER Ii,. Y THAT T"CU' 'E"- ('~i FILl - - "cpv lilf TW' Ou iii ."1 ,." TRUE AND C.DRRt.C!.,.l.;..' TI...0'..~i~lmss MY '- .p' "",r- =r. 'RD IN "I:'> . on VI" 'LC:~", rt J'C _._., 7"~ DAY OF ~' ".r'r-"".~'L ;;t.hL irl: """'Ur. 19 JED P~AN,~~.UIT~OURT J ;; . D.C. Sy " . for rn i~ O()(~.-<-:) L~ ~.!I"i c: l.-'~ .dln9 pertormance Method for commercial Buildings ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florlda Department of community AffalfS ~LA/COM-94 Version 2.1A =- PERMITTING OFFICE: _zephyrhiU.s CLIMATE ZONE.: 4 pE.RMI T NO: }r ~ ~::J- 8 -= JURISDICTION NO:_61160() {::\ C;l t: (".i, r : ECKERO - ZEPHYRHILLS _H\;.IY 301 I!, '::,R 54 ZEPHYRHILLS FLORIDA j,U;~)ra~ - \:) ~.< (J.J ~~- \~ iJ ~I~ \"-~ 2. ~IV' . '." .' ~ '-: I r.. j . ! . . 'i't.:' _f'h:rcani:"118 (Retail) LC)to.< CC!NDITIC':.-.j; f'.lew construction ::'i_E'r IUN: .-!c; i nls;tled sui Idi ng t'-lUi"\BER of Zor.;E':::,; ! ., .G~ UP EQUIPME~lT PER SYSTEM: i"~ t.::: {'::~ :.< '::. i.:', :; 11200 ':3/ - DESIGN CRITERH\ RESULT U:'.I:'",..; ';11_ ~.. C{iLCUL{)IION; _.___.__N -------- -----------.-.------- 68.50 100.00 r:)PISSES :'';-~ ~.~~ "1'1": ~..~, ~._1 ------ ". L"jj_'"il._.ll ~~...u 1 LD I \'1G i \/ t.. F<E iJ1J I F<t 1"'It:. j"',\ '\" '::, : ~)ASSE::, L~ 1 !~t' l .l.!.!f.::i CUr'lTf~OL S:EQUIREMENTS :'1 \} (.~ (._ t:. (~!_.I .:.. ~,-,) :'v'l E {\~ ..\ 9.90 9.90 8.50 7.50 P{,;,S,S,E~, '~\'_"._ !.ll':: EQUIP\,,\ENl 1 .L ~::.i'-< PASSES ~_.~ t:'. (~ .:, :"! ~~':j E (.J!J 1 F) \"-"; t:.l'~ T I r'Ji\.-:"'; i.j/A H> f l~~ 1. bij -j- 1 ()i',I: >.:. .,( '::' '1- ~:.~"'i ;";(~".G' n(j 1 t 1 Cl n(;;C; ::.r:'':lC:8 t.) i, .~:;: :-y,;;, I i'1G EQU I F'i"lEN T 1.00 INSULATION LEVEL 6.20 4.20 :::) {~S S c: ::' 0.94 0.94 0.89 0.92 ~,) f~ ~', S, E S ~) (~ ~, S E',::;') PIPING INSULATION REQUIREMENTS 1. Non-Circulating ...... ~ '_. I 1.00 1.00 ~)()-::,SE :;:; .. . --.----------------------------------------------------------------------- ,~lA'ii'..u,'.::, CERTlFlC{,ilOr,!: ~ ',' "", ',::-e1" t i 'f'/, tr'1Eit. the F;lans and SPSCiT~c~cions covered by this calcu- ':'DT~>::iC::i:C in compliance ~"Jith the ~}~~: ,_ .. n~,;gy ~.~de . L.I (-\ r ~~_ . I,c:......' .".., ~ Review of the plans and specifica- tions covered by thiS calcu~ation indicates compliance with the Florida Energy Efficiency Cooe. Before construction is completed, this building will be inspected for compliance in cor - cs with section b53 90~ ri ~,tatltes. 8UILDING .. - .';[ - DATE: I IICl.,=:':1"ti.f/ that thiS building is l:~i.. C. C,.'!T1i.l.lDnce (.Jl th u-,e~r lor. idaEnel"gy t:.rrlCiCII'_>' l..C~d ' . Ul~f\jth i:C,t::.f\j i ;~~ I I," \ 1 l__ . L-' ,'.", I '--_ ,- .__._~,__ nOISC! CC1"tify(*) that the system design is in compliance with the Florida .:~ i c i e nc:y C.o(je. ::;:;YSTEi"1 DESICNER REGISTRATION/STATE P,F<C::t-il f~C I' tv:E CH('~ij'\j I C (iL : (f~ ~l\~ " r> l._. IJ ("'f t::: l !\~ C. ... " t...~. t:....... , , . ,i. :.-,,~l_: ;_l(~i(-i; l:\~ 1S rcql.nrcd where Florida law requires design to be perronnec design p1"ofessionals. Typed names and registration numbe1"s may all relevant information is containea on signed/sealECI r..:>lans. ) ~ i. ~,):': :~i. U 'I' 8 r E~(j 7===============:==========================================~:~=~::~=~:==:.:: .. . BUILDING INFORMATION CUi"": j"!L I 'tn'~ (~E C", H E C".l<. '1 ',~.'.:. --, ~-- -------- - <.:JL.(~Z 11'-1(3-- Z{Jf\{E. l----------------------------------------------.----\v.'- t:.ll;,..e,,_" ii Type U SC VLT Shading Areal~,qft): ,:,()L! ,_.', Commerc1i:\1 ': c, ITl 01 (2 )W <-": 1 ~;;t 1. 1 .1 .71 .51 Conti nuous Ove 1.1 .71 .51 continuous Ove rotal Glass Area 11'1 Zone 1 = Total Glass Area = 240; 120; ';'. i.... (', l _"_-'\..1 l ::::60; i~; (') ,,:. 'n_ ~~,~-'< -- _.~ ..- ~-\,) {\ L L.. ::::, -.- Z 0 !\~ E ,------------------------------------------------'--- - I t: 1 (: ",j .:~~ 1:" 1 c: ';'~ r )/pe U Added R Gross(Sqft): ------------,-------------------- ----- ------- l.\J (:_~ ~~~ '~:. :3" Cf"IU\O . /'S POL Y\ 0.5 3 "Cl"'!U\O. /b F)OL Y\ 0.5 8 'CMU\0.75 POLY\ 0.5 8 CMU\O.75 POLY\ 0.5 Total Wall Total 0.13 0 0.13 0 0.13 0 0.13 0 Area in Zone 1 = G1' oss Wall Ar ea -- I 1600: 1600: 2800; 2800: 8800i 88l)() ; r",~C;:l. t n .-.: ,",; IT' r' f.. ,~:; 3 '~ 40~.------OOORS--ZONE 1_________________________________________________1___ _ I t:. 1 e \/ a l~ 1 C r'l fype U Ai" ea( t ) I --------.----. ------------------------------------------ ----- --------.-- ;.,C'f t:. (.r 1-3/4 Steel Door-Solid Urethane foam co 0.40 .25 STEEL ROLL-UP 0.75 Total Door Area in Zone 1 = Total Dcor Area = .."I -," .,-........ I :301 122; 122; (; !.:)::"j _ ~- ..- -- --- f-<C)IJF ::::.- - Ie'Nt.: ,_____________________________________________.___1___ ~ I Color U Added R Area(Sqft); ::::\._,1:-< '.~~IR S!;~ACE\.S A"rC ______ _____ _______ __________l I Medium 0.04 0 11200: Total Roof Area in Zone 1 = 11200; Total Roof Area = 112001 1------------------------------------------------;--- R Area( Sqft): 'i '..~>.:, . .- ...--..- :-' L U e)H~; - Z UN t:: T:/pe {~ :..) t.:, _____"_____ i I o 11200; Total Floor Area in Zone 1 = 11200; Tctal Floer Area = 11200; --lNFILTRAIION--------------------------------------------------;--- ; C~HEC~t~:~ ; Inr~~cratlon Criter1a in 406.1.ABC.l have been met. ;: 401.---~--COOLING SYSTEMS-----------------------------------------------;--- Type No Efficiency IPLV lens: =11 EiC=' :) , '~i"3de/Uninsulated __________ _____ ______________i I 1. Hl~' c'oled ( >= 65,000 Btu/h 1 9.9 9.9 36.92; Q08.------Ht::ATING SYSTEMS-----------------------------------------------:--- :y~( No Efficiency BT0/hr; I _~ -lC Res1stancc 1 1 180495; ~C9.------vENTILATIUN---------------------------------------------------;--- : CHEer: : Venclldcien Criteria in 409.1.ABC.1 have been met. :: 410.-----AIR DISTRIBUTION SYSTEM----------------------------------------;--- AHU ype Duct Location R-value: ; >" ;"':'1<,:" Unconditioned Space 6.2; 1---------------------------------------:--- R-value/in Diameter Thickness: , PacKaged Constant Volume 411.-----PUMPS AND PIPING-ZONE f ') 0 r': ~- ~.. 1 r C u 1. i.1 tin SJ 4.0 .75 ________,_,~... i." " I .. i i . ______J~_~__________ -~ATEk HEATING SYSTEMS-ZONE 1----------------------------------:--- !/~e Efficiency StandbyLoss InputRate Gallons: ~.\J I .94 0 4.5 30; .94 0 1.5 10; f)OWER DlSTRIBUTION----------------------------------;--- 1 _~ '._ ~:~ ~.~J -. ::.. ,_:.:;: I':: T h~ I C i~L i CHEC'h : " itng cr1tcI13 in 413.1.ABC.l have been met. tormSl or~:er:2 in 413.1.ABC.2 have been met. -~-;~10T0RS-.-,---.--- --------------------------------------------1-----;--- '..'1 effIclencl.:"G In if14.1.ABC.1 have been rnel:.. ii L . un_ -LH~HT ING SY:::;,Tf.r1S-Z0NE ,::,pacs ':/P8 No Control Type 1 : >' F' t:' '",sn 1 On/Oft 1---------------------------------------i--- No Control Type 2 No l-Jatts Areal ':-,c:rrt); ______________ ___ ______ ----______1 1 I L::CO : 2U:,OO: 15 None Total Watts Total Area o 21600 for Zone 1::: fo)" Zone 1:::: Total Watts ::: lotal Area ... 112()()~ :!. 1 i:I()O ; II2')(); :CHECK; .. !:::'iTlS ctitel'id 1n 415.1.A8C have been met. .-.--------------------------------------------------------------------;-----;--- 1 . ~,,! ~.. ~ -::: 10aa sizlng has been performed. (407.1.ABC.l) : .~----------------------------------------------------------1-----:--- SiZing and design have been performed. (410.1.ABC.1.2) -------------------------------------------------------------:-.__._-:--- 1 ._ ...\,. .~j . :.,':.;;.r<:i and balanCIng will be performed. (410.1.ASC.4) ----.------------------------------------------------------------:-----~ '.r':'lon/maintenance manual vJill be provi(jed to owner.( 102.1);