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Home My WebLink About01-0477 ~ BUILDING PERMITtf~ Permit oate~ h /0 I I 0477 I .~ .;) I~ 15"'. ~- BUILDING CITY OF ZEPHYRHILLS (813) 788.6611 J)~.~ so.~. PLUMBING }OD (~ MECHANICAL .- ELECTRICAL Sewer Conn Water Conn: Property Owner: \34 J (.0<'" ({V\r. CD (e."" ',"" D.... .I. S Job Address: 'fSD.o 0~ <)-t. Parcel I. O. # It - ~ \.. ,{ t - t) 0 I () . ,,'i t' (1 C? 0' ~ 0 Water Meter: b ,,~ T.I.F. 's: :5 9 I,. Zoning: Energy Code: Radon Gas: DescriPtion of Work AoI C~ .' .\- : o. '\ ~ r en c; v q -h' c.).,",\ 1="1#'1(.. F P. 1J'~7/)1 4~jKAT/lEJ?l!JE NO OCCUPANCY BEFORE C.O. ?7. '~E +0 -e)Ct~f.(,^'J FINAL Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. DATE City License Registration # State Certified License# Permit Fee \I~~~n or 1 w ~ '-~7 u,;: (Contract~' \ /) . BUILDING dO"'~ =tHou]) Ftr. 5- 2a,-o J ~+ Tp. Servo SLB Pre SLB {(',.:;g-o. e.. Rough In /f) -..;2:{ -0/ ~/Y Tub Set t7 if: \, "//-7.-/)/~L'1 Fn,terl''''ii1~ 7 - 10-0).5 Meter Can Water W~ ~.r~ f:f-i ~ 14 Const. Pole Sewer I~SU?'G'f: if~~"(L~ Pool Final /I-n-O:J- #.:J'Cj_ r WL. - :VI L l( Pre-Meter ~tr'O~r. . '/2('/ ~ 1I-I-oI.,6/2J Final'/I-;1 ,.0,;1. d, RLl/.. Driveway {t-N(JEZ6IllJ eLEff'FIIR/I.J-bT f/./y"V/M ~l"" J. I'll let I io.2-01 sR tJFlu~,El..lCr /~ -t, -GJI.I!I-'( C$.../J...! Mr 1/- ::1"1-0 I RJ..Lj Pi ff wl1lL. - /~-7-o1 tJl?i'T6w'lAJ ~ REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a (3/ charge of Twenty Five and 00/100 Dollars ($25.00) shall be made for each trip for each trade: FooTe.(" r Re-.'y t'le.c:.. For 3P......~I"'sl.oTL,~";-S I ~-2.D~c I RL'( ELECTRICAL t ~"("' (J .)- ftl<. MECHANICAL ;)'~57 T Breakers Ducts Insl. com~sor Final - 2. 3- 0;;2. ~~ RL'f 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. Date: January 24, 2002 To: Building Department From: Todd & Rick Re: Badcock Furniture Site Visit . r~ ~! Rick and I visited the above-mentioned site this afternoon and provide the following comments that will need to be addressed prior to approval: 1.) Letter from engineer stating all construction is in compliance with the approved site plan; 2.) Area along retention pond in new parking lot is being undermined and needs to be fixed; 3.) The entryway off 6th Street is supposed to be 24 feet in width with ingress and egress. The width appears smaller and is marked as ingress only; 4.) Two oak trees along 9th Avenue appear to be dead; 5.) Landscaping beginning at SW comer running north to entrance on 6th Avenue and a little beyond the entrance has not been planted. Please let us know when these deficiencies have been completed and Rick and I will sign off on the DO. p. T ran s m i s s ion Res u I t R e P 0 r t (M e m 0 r Y T Xl (J an. 25. 2002 2:28PM) CITY OF ZEPHYRHILLS F i I e No. Mode Desti nat ion P g (s) Resul t Page Not Sent - - -- - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - -- - - - - - - - ----- - - - - -- - -- - - - -- - - - - - ------ - - - - - - - - - - - - - - - - - - - - -- - -- 1333 Memory TX 818137547769 p. OK - --- - - - - - - - - - -- -- - - - -- ---- --- - - - -- - - - - - - -- - - - - - - - - - - - - - - - - ----- - -- - - - -- - - - - - - - - -- - - - - - -- - - - - - ---- --- Reason for error E.1) Hang uP or line fail E.3) No answer E.2) Busy E.4) No facsimi Ie connection Date: .January.24. 2002 t": To: Building Department: ,_ From: Todd & Rick Re: Badcock Furnituxe SHe Visit: R1ck and I visited the above-mcntionod. sUe t:h.is a:fternoon and provide the follovving COJ:'Dn'>Cnts that: W'ill need t:o be &ddreased prior to appxoval: 1.) Letter fi:'Om engineer stating all construction is in compliance vvith the approved. site plan; 2.) Area along rcxcntiQ;n pond .in ne"" p&rlting lot is being undennined and neecl& t:o be fixed; . 3.) 'The entryvvay off 6- Street is ,"upposod. to be 24 feet in vvidt:h 'With in8"'lClss and e~ 'Ibe 'Width appears smaller and is :anarlced .... ingress only; 4_) T_o oak: trees along 9'" Avenue appear 1:0 be dead; ~-) Landscaping beginning at S~ co:r:ner running north t:o entrance on 6"'- Avenue and a little:: beyond 1:be entrance has ncrt bec::n planted. Please let: us kno'W ""hen these deficiencies have been comple1:ed and Rick and 1: vvill sign On on the DO. f."r-OQ-02 05, 26P P.Ol DATE:_ ~)~1- . '3 /)1; #!!!!!- j .------- ~ LETTER OF TRANSMITTAL PAGES: . _<lNCLlJDlNG TR^NSMITTAL SIiEH) liAX #- (~I.; )7'i'O - UO l..( FAXED ONLY I MAILED I PICKED VI'I HA.ND DELlVF.RF.D ,,'KOM: T. CLAYTON JENKINS CONSTRUCTION CO., INC_ 109 Dr. Martin Luther King Jr., Blvd. ',d /\ PLANT CITY, FL 33566 rvE'Sf OFFICE (813) 7524449 .FAX (813) 754-7769 TO: __~fU)<.D - CfT<1..0f ~U,S ~ ~"l1}"'. ~D C-Oc:. t:: RE: WI( ARE SENDlN(; YOU ATTACHED THE FOLLOWING: I I SlJBMlTTAI,S I I SUBCONTRACT AGREEMENT I.I CIIANG[ ORDER I I SIlOP DRAWINGS I I PLANS I I Sl'ECIFICA TIONS IX\. COpy OF LETTER [ IOTHRR: Le.TlcdL ~. ~~4(~~ FUtM-'\ -' C-<JU ~4.> Ci-t4~ Luct. ~ L-14~~~fJe.1l - p~~, (IS? THESE ARE TKANSMITTED "'OR: I I YOUR API'ROVAL [ I YOUR USF. I I YOUR nRVIF.W & COMMF-NT I I FOR OlDS f)lJE_ I IOTHER:_._ REMARKS: /' <-----/ 'J- n ~rjfflt j oL,r - 10. ,0 J- V ~. ;r~ ~rl1J ~LI 1cJtA I - f M.r-O~-02 05:27P . FROM : DAtI IV I..IULFF ARCH ITCCT PHOi'€ tn 863 648 13136 P_02 Mar. 05 2002 03:59PM P2 L THE COLINAS GROUP, INC. r."(;I~..:r..kli'i(; ,\!'tD [:"t\'IRU!\iME"l'AI. CUNSI!I '1'",,, I'S Februaty OS, 2002 Todd Vande Berg Director ofDeve1opment City of7Mphyrftl1'. 533S Eight Street Zephyrhills, FL 33540 R.e: Badcock Store Site Work Dear Mr. Vande.Berg: On Juu.ary 14, 2002 our office visited the site of the expanded Badcock: Fu:roi:ture Store on 6th Street. The parlcing lot and percolation ponds were basicaUy constructed as designecl It had raiDed a few days prior to the day of the inspection and a portion of the socl on 1he si4e oftbe ~n pond in the parking lot had slufted into the pond. A small ponioo otthe ~ in the slope of the basin along the west side of the building bad 11150 sluffed. In the event b&th areas bave been (l()[T'ectc:d the pcoject is herein ~led. We believe this probleQ1 would DOt bave occurred had the sod had tUne to take foot_ ThanIc you for your time md attention. {j~ {j d-~ Charla S. f~. P.E. c: David WuUf ,./,. .....\~(~\-~ r-"~7-:'~:": ~\U\ \c)\;~.. . ~~.L--) I .' \\, _..CI " i \,~, -- 20JJ ~ EDGE'\OOOIl DR/H.. StJ.lTl( S. I..,...r.l.-\ "(I). F'1. _lJBO~_,~n (11(.1) ~9t.. J f',-\:\:; (l<<i~) (1601-1742 Mar-OS-02 OS:27P P_03 PlANSCAPl-;, INC 4002 MCINTOSH ROA J) DOVI':'R. FIDRIDA 33527 (813) 659-0001 FAX 659-27H2 Febmary 13. 2002 .Jenkins Construction AIm: Clayton Jenkins 4009 Midway ROCki East Plant ('ilY, Fl. 33565 Dear (.~/ay'on, At your requ.est un .Ian. 30';'. I reviewed the new~y installed /alldw.:apin~ at fJadccx:k 's located at 5500 6,h. Street ill ZephYRhill'l. I found the J ,an/ana planted on lhe West side (~( the parking area burned back by the cold weather. hut all very much alive and rapid~y cominK 'hack. Also there were two Oaks locatcd on the South p,'rim(!ler of I)ll.' parking area that had shed their leave... (..hocking), but a/so very much alive. in tlu.,t same hedf?e row there is one Schelling... Hol{v thaI has died We will make arranf:t'mems to replace iI. 1n the mean time it w(mld he hene.ficialfor all (!.f the latJd~caping to he watered frequently. Thank youfor your business and don't hesitate to call me ((you have Clnyfurlher quesUons. Jfhf FAX COVER SHEET DA VID H. WULFF, ARCHITECT P.O. Box 7511 Lakeland, FL 33807-7511 Phone number (863) 648-98n Fax number (863) 648-0136 E-mail dwulff@dwarchitect.com Stroot Address: 5925 Imperial Pkwy. Suite 118 33680 SEND TO C Fax number <6"1 ~ -/~O - C:Y~).;J \ D Urgent D Reply ASAP D PIeIuIe comment D PI.... revIfIw ~ your infonnatJon Total pages, including cover: 4 .............../.......,f................~......~.~l..WY'I.....tI.lJO.:lii.l....................J........,.v~...........Jl.,'j'.........8.r......r................. .............~If.tt::O.......1.......~.....,..(Cl..........().F....1~.7T~.....W.I..~.............J~.......~.f!Nl...... ......:.:::.....V]:A:::::.:::::.V~~::;::::::::AlfA:l'::.::::::::":::::::'::::":::'.:::::::::::::::::':::'::::::::::::::.::::::::::::::::::::::::'::::...:.:::::::::::::::::..::::::::::::::::::::::::::::::::::: .............-................-..............................................................................,................................................................................................................................. . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . " . " ~ : ' . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . ...........":..........................................................-.....................................................,....,................................................................................... ::::.::::::t<i::::ciijYiD:~:::Ji.i:~:ij:,::.:::::::::::::::::::::::::.:::::::'::'.:::::::::::'::-:::.:::.::::::..:::.:::::'::::::::::::'::-:':::..::::-:::'::..::..::::-::..:':..:':'::.:: DAVID H. WULFF, ARCHITECT Memorandum P.O. Box 7511 Lakeland, FL 33897-7511 (863) 648-9877 fax (f36~) ()48-Q 136 To: Bill Burgess, Building Inspector, City of Zephyrhills cc: Clayton Jenkins, Jenkins Construction Co. From: David Wulff Date: 10/18/2001 Re: Badcock Addition and Remodeling Project - Zephyrhills Recently we made a change in the interior wall construction for both the addition and the new walls in the existing portion of this building. Please let me know if this will meet with your approval. Per the drawings, sheet A-4, the new walls were to be constructed using 3-1/2" metal studs at 16" a.c. We are changing the wall construction to standard 2 x 4 wood studs at 16" O.c. This would be consistent with building Type IV Unprotected Construction and 704.2.3.1 "Partitions dividing portions of stores, offices or similar places occupied by one tenant only, which do not establish an exit access corridor serving an occupant load of 30 persons or more, and partial partitions, may be temporary or permanent and constructed in accordance with 609 without fire resistance, provided that: 1. Their location is restricted by their method of construction or by means of permanent tracks, guides or other approved methods. 2. Flammability shall be limited to materials having an interior finish classification as set forth in Table 803.3 for rooms or areas. Per 803.3, interior finish classification for "Other Spaces" shall be Class c." The new fire wall between the warehouse and retail spaces will be in accordance with UL Design U333 (see sketch attached). Thru wall penetrations in this fire wall will be per the attached UL designated systems No. W-L-1120 and No. W-L-2134. In accordance with the original drawings, the exterior walls will have %" PT furring strips. i)$~MJ:i loj~~/ / 1 _..::.:...:..,,:.:...:--::.:.:.:..::::.:::::.:-.l:.:;.t::.....:.:.__.'..:...:;.::.'.".-'- DAVID H. WULFF, ARCHITECl 10- \b .o( ~#1ro)(! It ~ Mc'U' U OM l.1 FVlmrro L€ ZEPH\2.'( I-\\LL Sf f L fA (i) H~. flfZe. WALl., wP,u, 1?~tif-l41'~ /)~'t({l!~ /~p; // DelOign No. U333 Bearing Wall Rating-l HR. Finish Rating-23 min. P- -. _._-~-_..._....---.----~--y:. ~ <p ---, ~"\',' ~~:,' '\:~.~I'"r\:..\', -:'>'~'.'" ,~~~....~~:.,,~ ,;,', /' ,.\/\/\ ,'.. ,/-, /... /\.,''.,' ,', \ ,I'" /\,' /\ ')\ ,'\ . ' \"," ,j, . , " .' I I' J,. ," ,~-'~ .t',. ]t'_l..'~'-,__.__ " ' ~l.. /1).:\ r( 'l_L . ...... - -.".,.... .- r.-<,.., ., -"'; J -,." "E~-' 321 1. Wllod Studs-Nom 2 by 4 in., spaced 16 in. oe effectively cross braced. 2. Gypsum WalLboard*-5/8 in. thick. 4 ft wide, applied either vertically or horizontillly. screw attached to studs and plates with 1-1/4 in. long lype W steel screws. spaced 12 in. OC. American Gypsum Co.-Type AG-e. Bor,1I Gypsum Inc.-Type BG-L Canildian Gypsum Compilny-Type C or IP-X2. Continental Gypsum Compilny-Types eG-e, CG5-5, eGTC-C. G-P Gypsum Corp.-Type 5. Jilmes Hardie Gypsum Inc.-Type Max"C.. Lilfilrge Gypsum, A Div. of Lilfarge Corp.-Type lGFC-C. National Gypsum Co., Charlotttl, NC-Type FSW-G. Pabco Gypsum Co.-Type C or PG-C. Republic Gypsum Co.-Type RG-C. St4ndard Gypsum Corp.-Type 5G-C. Temple-Inlilnd Forest Products Corp.-Type TG-C. United States Gypsum Co.-Type C or IP-X2. Yeso Panamericano SA de tv-Type C or IP-X2. 3. 80ltb and Blankeu*-(Optional)-Mineral wool insulation, partiaUyor coml'letely filling ~tud cavity. Thermafiber LLC-Type SAFB. 4. Joints and Nailhead$-WalLboard joints covered with paper tape and joint compound. Screw heads covered with joint compound. . Bearing the UL Cla~sification Marking P.O. Box 7511 Lakeland, FL 33807-7511 (863) 648-9877 fax (863) 648-013€ ,~""fb:-:<'I . /l ,;/J 1/1) ~j/ /fJtVJuJ(t!l'v. #1 i~g~/ ' ~~-.=.---==-...:;=.;.-~,--::..-:-:-._~- C6l--1t)J\1 fu~1Wtl\O H~ THROUGH-PENETRATION FIRESTOP SYSTEMS (XHEZ)-Continued System No. W-L-1120 F Rating-1 Hr T Rating-O Hr LA SECTION A-A 1. Wall Auembly- The fire-rated ~ypsum ~allboanJjstud wa~l. ass~mbly shall be constructed of the materials and In the manner specIfied In the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs-Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. oc. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. DC. The opening in the wall to accommodate the through penetrant (Item 2) shall be framed on all sides within the stud cavity using short lengths of stud installed between the vertical stud members. B. Wallboard. Gypsum*-One layer of nom 5/8 In. t~i.ck gyp~um wallboard. as specified in the individual Wall and PartItIon ~eslgn. Max diam of opening is 22 in. for steel stud walls. Max dlam of opening is 14-1/2 in. for wood stud walls. 2. Steel Wire Mesh-Cylindrical sleeve fabricated from No.8 steel wire mesh and having a min 1 in. lap along the longitudinal seam. Length of steel wire mesh to be 1/2 in. less than thickness of the wall. Steel wire mesh to be centered and formed to fit periphery of through opening. 3. Through Penetrants-One metallic pipe. conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space between pipe, conduit or tubing and periphery of opening shall be min 0 in. (point contact) and max 2 in. Pipe, conduit or tub!ng to be rigidly supported on both sides of wall assembly. The follOWIng types and sizes of metallic pipes. conduits or tubing may be used: A. Steel Pipe-Nom 20 in diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe-Nom 20 in diam (or smaller) cast or ductile iron pipe. C. Conduit-Nom 4 in. diam (or smaller) electrical metallic tubing or steel conduit. D. Copper Tubing-Nom 2 In. diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe-Nom 2 in. diam (or smaller) ReguliH (or heavier) copper pipe. 4. Flrestop System-The firestop system shall consist of the following: A. Packing Material-Min 3-1/4 in. thickness of min 4.5 pcf mineral wool batt insulation firmly packed into opening as a permanent form. Packing material to be recessed from both surfaces of wall as required to accommodate the required thickness of fill material. B. Fill. Void or Cavity Material*-Caulk-Min 1/4 in. thickness of fill material applied within the annulus. flush with both surfaces of wall. At the point contact location between pipe and wall, a Olin 1/4 in. diam bead of fill material shall be applied at the wall/pipe interface on both surfaces of wall. The Rectorseal Corp.-Metacaulk 1000 . Bearing the UL Classification Marking . DAVID H. WULFF, ARCHITECl P.O qf)X 7511 Lakeland, FL 33807-7511 (863) 648-9877 fax (863) 648-0136 lO.\8 ~O\ ~~~t HC~E fu~tr\JU ZE?riRl\-ULLS, F (, T~OU- ~~TrzA1loN fl2!STCf ~letA; PVC- ~tle7rzA-11~~5 THROUGH-PENETRATION FIRESTOP SYSTEMS (XHEZ)-Continued System No. W-L-2134 F Rating-l Hr T Rating-l Hr SECTION A-A 1. Wall Assembly-The fire-rated gypsum wallboard/stud wall assembly ~ha.ll.be constructed of the ,!,aterials and in ~h.e manner specified in the 1I1dl.Vldual U~OO or U400 Series Wall and Partition Designs in the UL Fire ReSIStance Dlfectory a.nd shall includ~ the following construction features: A. StudS-Wall fram1l1g may consIst of either wood studs or steel cha.nnel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced ~t1l1. OC. Steel studs to be Olin 2-1/2 in. wide and spaced max 24 in. B. Wallbo~r.d. ~ypsu~.-:-qne layer of 5/8 in. thick gypsum wallboard. as sp.eclf!ed In th~ 1I1dlVldual Wall and Partition Design. Max diam of opemng IS 2-1/4 In. 2. Through-Penetrants--:One nonmetallic pipe for use in closed (process or supply) ~r vented (dram, .waste 0,' v~nt) piping systems, installed either concentrically or ec~entrlcally Wlthm the firestop system. The annular space between the pIpe and the edge of the opening shall be Olin 3/8 in to max 3/4 in. Pipe to be rigidly supported on both sides of wali asse~bly. The following types and sizes of nonmetallic pipes may be used. . A. Chlorinated Polyvinyl Chloride (CPVC) Pipe-Nom 3/4 in. diam (or smaller) SDR17 CPVC p'ipe. B. Polyvinyl Chlo':ide (PVC) Pipe-Nom 3/4 in. diam (or smaller) Schedule 40 solrd core pvt pipe. 3. Fill. '!oid or ~avity ~aterial*-Cilulk-Min thickness of 5/8 in. of fill material ap~lJed wlthll1 .annulus between pipe or conduit and periphery of the opemng, flush WIth both surfaces of wall assembly. . The Rectorseal Corp.-Metacaulk 835+ *8eanng the Ul Classification Marking F~OM DAVID WULFF ARCHITECT PHONE NO. 863 648 0136 Oct. 18 2001 03:52PM'P2 DAVID H. WULFF, ARCHITECT Memornndum P.O. Box 7511 Lake/and, FL 33807~7511 (863) 648~9877 .fax (?~L~8-0136 To: Bill Burgess, Building Inspector, City of Zephyrhills cc: Clayton Jenkins, Jenkins Construction Co. From: David Wulff Date: 10/1812001 Re: Badcock Addition and Remodeling Project - Zephyrhills Recently we made a change in the interior wall construction for both the addition and the new walls in the existing portion oftbis building. Please let me know if this will meet with your approval. j)cr the drawings, sheet A-4, the new walls were to be com1ructed using 3-1/2" metal stUds at 16" '9;<:;'" We are changing the wall construction to standard 2 'l: 4 wood studs at 16" O.c. This would '~'~~i~ent with building Type IV Unprotected Construction and 704.2.3.1 . . .<'..::~~itions dividing portions of stores, offices Or similar places occupied by one tenant only, ,,'i;;ii'i::'.h do not establish an exit access corridor serving an occupant load 000 persons or H,,:;::':;;mofli, and partial partitions, may be temporary or permanent and constructed in accordance ....".;"'.'!.~,~'i609 without fire resistance, provided that: . ,,,,,,,kH Their location is restricted by their method of construction Or by means of permanent tracks, guides or ather approved methods. 2. Flammability shaH be limited to materials having an interior finish classification as set forth in Table 8033 for rooms or areas. Per 803.3, interior finish classification for "Other Spaces" shall be Class C." The new fire wall between the warehouse and retail spaces will be in accordance with UL Design ill33 (see sketch attached). Thru wall penetrations. in this fife waI) will be per the attached UL designated systems No. W-L-1120.and No. W-L-2134. In accordance with the original drawings, the exterior walls will have %" PT furring strips. 1 C. ] t D~VID WULFF ARCHITECT PHONE NO. 863 648 0136 DAVID H. WULFF, ARCHITECT Oct. 18 2001 03:56PM'P1 10- .~~O' ~Cl! << Mt)U" U OMe foJt.Htr1J IS . ztp+\~'{ H\~ s 1 f L- WIllJ, 1/~"1'~ A (i) H~. f'flI. viALl- Design No. U333 Bearing Wall Rating-l HR. Finish Rating-23 min. 321 1. Wood studs-Nom 2 by 4 in., spliced 16 in. ac eff~velll crO$S braced.. Z. 6YP$UM Wallboard*-5/8 in, thick. 4 It wide. applied either wrtically or horizontally, $crew attached to studs and plates with 1-'1/4 In. long T:lpe W $teel screws. spaced 12 In. OC. Ameriun G~psum eo.-Type AG-C. Boral Gypsum In".... Type 8G-C. t.lrnaclian Gypsum Company-Type C or IP-XZ. ConlinentaL6ypsum Company--.-Types CG-C, CGS.5, CGTC-c. G-P Gypsum (0111.- Type S. James Hardie GypSum lnc. -Type'Max"C'. Laiarge G!lPSUIII, A Div. of l;afarge (onl.- Type LGFC.C. National Gypsum. Co., Charlotte, He-Type fSW-G. Paloeo Gypsum Co.-Type C or PG-C. Republic GypsIIlR Co.-Type RG-c. Standard (i)'p$um Cotp.--Type SG.c. . Tempte-In~nd Forest Products Corp.-Type TG-t. Uniud Stal.e$ Gypsum Co.-Type C or IP-XZ. Yeso panamericano SA de (V-Type C Of IP-X2. 3. Batts ~nd 8lankcts--(optiunotl)-r-\incrilL wogl lnsuli.lifln. partiaLLy or completely fiUing stud cavity. Tb....atiber LLC-Type SAf8. . 4. Joints and NaiUteads-WiIUboard joints covered with paper tilpe and joint compound. Screw huds covered with jcrint compound. . Searing the UL Classification Marking P.O. Box 7511 Lakeland. FL 33807-7511 (863) 648-9877 fax (863) 648-0136 .,. FROM DAVID WULFF ARCHITECT PHONE NO. C!6Ht)J\1 ~~~1\0~~ THROUGH-fItNETRA nON FIRESTOP SYSTEMS (XH tz}-Conbnued System No. W-L-1120 F Rating-l Hr T Rating-O Hr LA SECTION A-A 1. Wall A55embly-The fire--rated gypsum waUboard/~tud ~a~ a~mb\Y shaU be tonstructed of the materials imd tn the manner speCIfied 10 the individual U300 or U400 Series Wau and Partition Designs in the UL Fire . ResistanteDiTectory and shaU include the following construction features: .~.Studl~Wall framing may consist of either wood studs or steel . . channeL studs. Wood studs to c:onsist of nom 2 by 4 in. lumber spated .16 in. Oc. Steel studs to be min 2-1/2 in. wide ilnd spaced max 24 in. OC. Tile opening in the WilU to accommodate the through penetrant (Item 2) shall be framed on ilU $ides within the stud c:allity using short Leng~s of stud installed bf!tween the vertical stud members. B. Wallboard, &ypsumt-One layer of nom S/8 in. thi,c;k gyp~um waLlboard, as specified in the individual WaU and Partinon ~,gn. Max di,m of opening is 22 in. for steet stud watls. Max dlam of opening is 14-1/2 in. for wood stud waUs. 2. Steel Wire Mesh-Cylindric;al sleeve fabricated fro,!, No.8 steel wire mesh and having a min 1 in. tap along the Iongitudlf1i1t seam. Length of steel wire mesh to be 1/2 in. less than thic;kness of the walL Steel wire. mesh to. be centered and formed to fit periphefy of through opening. S. Through Penetnnts-One metallic; pipe. conduit or tubing to be ill$taUed either c;onc:entric;aUy or eccentrlc;aUy within the f1restop system. The annular space between pipe. cOnduit or tubing and periphe'Y of opening shall be min 0 in. (point contact) and max 2 in. Pipe, conduit or tubing to be rigidly supported on both sides of waU assembly. The foUowing types and sizes of metallic pip5.. conduits or tubing may be UHd: A. Steel Pipe-Nom 20 in diam (or sma(lQr) SchedUle 10 (or heavier) steel pipe. B. !ron Pipe-Nom 20 in diam (or smaller) cast or ductile iron pipe. C. Conduit-Nom 4 in. diam (or smaller) eLectric;al metallic; tubing Of steel c:onduit. D. Copper Tubing-Nom it tn. diam (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe-Nom Z in. diilm (or smaUer) Regular (or heavier) copper ..pipe. 4. Ftrestop Sy$tem-The firestop system shaLL c;onsist of the fQlIowing: A. PackIng Materlal-Min 3,1/4 in_ thickness of min 4.5 pef mineral wool batt insulation firmly packed into opening as a permanent form. . Paddng material to be recessed from both surfaces of wall as required to ac:commodate the required thic:kness of fiU materiaL B. filL Void or CaYlty Material*-Calllk-Min 1/4 in_ thickness of fiU materiaL applied within the annulus, f\ush with botl1 surfac;es of wall. At the point contact Ioc;ation between pipe and wal\., a min 1/4 in, diam bead of fiU material shaU be applied at the wall/pipe interface on . both surfaces of wall. The. Rector5Ht Corp.-Met:ac:auUc 1000 . "D~...ri.." +h.. III n"..dfit'ation Marlcina 863 648 121136 Oct. 18 21211211 1213:56PM'P2 DAVID H. WULFF, ARCHITECT P.o. Box 7511 Lakeland, FL 33807-7511 (863) 648-9877 fax (863) 648-0136 to ~ \,a .~D\ ~~(!t HME fUVLNtr\JetS 7E?rH<'iHlLLS, F (.., T~U- firterflknoN flttSTtf ~lP.M) Pvc. 'fttf~I2J.WH.S " ( Tli ROUGH-PENETRA nON FIRESTOP SYsTEMS (XH f2.)-continued System No. W-L-2134 F Rating-l Hr T Rating-1 Hr ;:' r,' 'f: ~. g. ~, . . SECTION A-A 1. WaU Assembly-The fire-rated ~um wattboard/stud wan assembly sha.lt.be ton5tructed of the matenals and in the manner specified in the ind~Vlduat U~OO or U400 Series Wall and Partition Designs in the Ul Fire ARes~~nce Directory a.nd shall include the foUowing mnstruction featu~: . .nuds-WaU fuimtng may cOMist of either wood studs or steel cha,nnel studs. Wood studs to c:onsist of nom Z by 4 in. lumber spac;ed ~.,", OC. Steel studs to be min z-1/z in. wide and spaced max 24 in. B. Wa~rd. ~U,,!"-One layer of 5/8 in. thidc gypsum wallboan:L as sP.ecif!ed 10 ~ mdlvidual WaU and Partition Design. Mill diam of Opemng 15 2-1/4 m. 2. Tbrollgb-Penetran~One nonmetallic pipe for use in c:lO$ed (process or supply) t!r vented (dram. .waste or vent) piping systems. installed either COncentrll:a[~ or ~ntncally within the firestop system. The annular space betwee,:, the pipe and ~ ~ge of the opening shaU be nrin 3/8 in. to max 3/4 m. Pip~ to be n!l1d~ supported on both sides of waU a~b[y_ The fQUoWing types and sizes of oom"etaUic pfptlS may be used. . A. Chlorinated Polyvinyl Chloride (I'DtH"\ PI No I' smaUer) SOR17 CPVC ipe. - ~~, pe- m 3 4 In. cfiam (or B.. Polyvinyl Ch~de rpvc) ~pe-Nom 3/4 in. diilm (or smaller) Sc:hedute ~ sobd core pve pIpe. 3. Pltl. ~d or ~ ltaterfal"-caullc-Min thickness of 5/8 in. of fiU matenaL aPl?bed W1tf1ln .annulus betweefl pipe or .:onduit and periphery of the opening, flush Wltf1 both surfac:es Of wall assembl,y. _ The Rectorseal Corp.-MetaCOtUUc 835+ ' . "ee.nng the Ul Classification Marking . . ~' 'L,00 CITY OF ZEPHYRHILLS PERMIT APPLICATION BUILDING DBPARniBNT 5335 Sth STREBT ZBPHYRHILLS, PL 33540 Phone:S13-7S0-0020 Pax:S13-780-0021 DATB RBCBIVED 7- a- 0/ PLANS REVIEW PBE - OWNER'S NAME /111. t'otG"IAIj ??:J (//5 JOB SITE ADDRESS 7700 (, ST. PHONE CONTACT ~/"7,y.. ~~cl7 3 3~C/ ( / .:c61'1/ y I'l-Ijlu- S ,. F( p LEGAL DESCRIPTION: LOT(S)~~, 7, {ll-2y BLOCK 90 . PARCEL ID # !fu-Z/-OOIO-09ooo- (:) I '60 WORK PROPSED: []NEW CONSTRUCTION ~DITION SUBDIVISION (OBTAIN FROM PROPERTY TAX NOTICE) ~TERATION o REPAIR [] INSTALL DSIGN []MOVE [] DEMOLISH PROPOSED USE: []SGL FAMILY DWELLING o MULTI - FAMILY []# OF UNITS [] MOBILE HOME o COMMERCIAL o INDUSTRIAL o SWIMMING POOL o OTHER o RESTAURANT & HEALTH DEPARTMENT APPROVAL DESCRIPTION OF WORK ~ 'Di> 1/f0 ~ 70 J6ja.-;7/ Ak. {i2slo ,IIJ n~ dI"" .6.tt:S 77,J(; I/o ' I , ' , BUILDING SIZE 'It )C 'iE> SQUARE FOOTAGE HEIGHT ZI -8'" RESIDENTIAL: COMMERCIAL: ATTACH (2) PLOT ATTACH (3) SETS PROPERTY SURVEY PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY OF BUILDING PLANS & (1) SET ENERGY FORMS~ REQUIRED FOR ALL NEW CONSTRUCTIONJtlt:~OAJfC7~ @C.C-.- FORMS. PERMITS REQUESTED rv4UILDING ijd""ELECTRI CAL ~LUMBING ~ECHANICAL $ 34e.?~7.~ , VALUATION OF TOTAL CONSTRUCTION AMP SERVICE o FLORIDA POWER o W.R.E.C. $ 3'3, ?oO. ,. VALUATION OF MECHANCIAL -f /fJ(#9 '1b INST1U.LA, Q 1'3 ' o GAS fuOOFING [] SPECIALTY [] OTHER TYPE OF CONSTRUCTION: ~LOCK o FRAME fi:YSTEEL FINISHED FLOOR ELEVATIONS 6~. 7 IS PROJECT YES 0 NO BUILDER SIGNATURE ~ ~. COMPANY r(l f - L,.,"UlI-,.., V1JWrt/Z- S'fS J2:fn~. INc STATE CERT OR REGIST # t= c ()(:Jt700'lS CITY PROCESSING # J~ S t' , Q tJK- ***************************************************~************** ELECTRICIAN PLUMBER " COMPANY AI.t'~/p~ ,/J.V/f.f~/~ w'2 _// /J /Jh ,Y - STATE CERT OR REGIST # SIGNATURB-f-~~~~///~~/.d'- CITY PROCESSING # ****************************************************************** /1- I MBCHANICAL COMPANY J?y:;/A.,' s l?e~~17()~ I AV~ SG4t/. .Ai'~, STATE CERT OR REGIST # ~I'Y/ 00 1 ~ 0 / f3 SIGNATURE ~ ~_... L ~ CITY PROCESSING # 2B5"1 *************************************************************O~ OTHER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT A: . NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to "deed restrictions" which may be more restrictive than City regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBI.LITIES If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by 1aw, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the City of Zephyrhills Building Department, 813-788-6611. Furthermore, if the owner 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 signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indication that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If ~he applicant is someone other that the ~owner", I cerify that I have obtained a copy of the above described aocument and promise in good faith to deliver it to the ~owner" prior to commencement. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental agencies may apply to the intended work, and that it ~s my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: *Department of Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment *Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses *Army Corps of Engineers-Seawalls, Docks, Navigable Waterways *Department of Health & Rehabilitative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U.S. Environmental Protection Agency-Asbestos abatement I also certify that, if fill material is to be used in Flood Zone ~A" or ~A,etc.", it is understood that a drainage plan addressing a "compensating volume" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction, or violations of any code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work authorized by the permit is suspended or abandoned for a period of six months after the time the work is commenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTIC OF COMMENCEMENT. JOBS UNDER $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE CO ENCEMENT". STATE OF F~J.r J..-, COUNTY OF HlK~ The foregoing instrument ~~knOWledged Be~re me t,,!!jfi-; d... Of';}J, ,~ by ~,,,,,, . J~ ~~(name of person acknowledged) ~who is personally known to me, or (name of person acknowledged) ~o is personally known to me, or o who has produced (type of [}::li ot #.~ (2.12..-: SI ATURE: OWNER OR AGENT o who has produced ~\type of identification) and Who~did D~an oath. Yr}/lA..l g ~ ~. ~ Signature of person taking acknowledgement MARE B. EDWARDS Iadd9 ~S1IIt. et f N~ iij). Rdt'ti~mozr stamped My eomm. No. cC887885 T. Clayton Jenkins Badcock Furniture 5500 - 6th 51. SQ. FEET PRICE NEW: 3,780 $ 55.00 RENOVATION: 7,920 $ 25.00 PARKING: 14,854 $ 0.85 CONTRACT PRICE: $ 348,567.00 FEE SHEET $ 1,217.00 ADDRESS $ - DRIVEWAY $ - BUILDING: $ 1,825.50 CREDIT: $ - BUILDING LESS CREDIT: $ 1,825.50 ELECTRICAL: $ 233.50 PLUMBING: $ 50.00 MECHANICAL: $ 200.00 RADON: $ 37.80 TOTAL $ 2,346.80 ./: SEWER: $ - WATER: $ - IRRIGATION: $ - TOTAL: $ - WATER METER:I $ IRRIGATION METER $ ~ I SUB-TOTAL $ 2,346.80 I SIF'S'I $ 97.5% $ 2.5% $ - I TI F'S: $ 6,391.98 3.78 THOUSAND 99% $ 6,328.06 SQ. FT. X $1691 1% $ 63.92 TOTAL: $ 8,738.78 , SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT ENVIRONMENTAL RESOURCE STANDARD GENERAL FOR MINOR SURFACE WATER MANAGEMENT SYSTEMS PERMIT NO. 46022126.000 I EXPIRATION DATE: May 21, 2006 I PERMIT ISSUE DATE: May 21,2001 This permit issued under the provisions of Chapter 373, Florida Statutes (F.S.), and Florida Administrative Code (F.A.C.), Rule 40D-40, authorizes the Permittee to perform the work outlined herein and shown by the application, approved drawing(s), plans, and other documents, attached hereto and kept on file at the Southwest Florida Water Management District (District). All construction, operation and maintenance of the surface water management system authorized by this permit shall occur in compliance with Florida Statutes and Administrative Code and the conditions of this permit. PROJECT NAME: Badcock Furniture Store-Zephyrhills GRANTED TO: James C. and Sue O. Davis 5500 Sixth Street Zephyrhills, FL 33540 OP. & MAINT. ENTITY: James C. and Sue O. Davis PROPERTY LOCATION: Pasco County SEC/TWP/RGE: 11/26S/21 E TOTAL ACRES OWNED OR UNDER CONTROL: 1.21 PROJECT SIZE: 1.21 Acre LAND USE: Commercial DATE APPLICATION FILED: April 4, 2001 AMENDED DATE: N/A SPECIFIC CONDITIONS 1. If the ownership of the project area covered by the subject permit is divided, with someone other than the Permittee becoming the owner of part of the project area, this permit shall terminate, pursuant to Section 40D-1.61 05, FAC. In such situations, each land owner shall obtain a permit (which may be a modification of this permit) for the land owned by that person. This condition shall not apply to the division and sale of lots or units in residential subdivisions or condominiums. 2. The discharges from this system shall meet state water quality standards as set forth in Chapter 62-302 and Section 62-4.242, FAC., for class waters equivalent to the receiving waters. Permit No. Project Name: Page 46022126.000 Badcock Furniture Store-Zephyrhills 2 3. Unless specified otherwise herein, two copies of all information and reports required by this permit shall be submitted to: Brooksville Regulation Department Southwest Florida Water Management District 2379 Broad Street Brooksville, Florida 34604-6899 The permit number, title of report or information and event (for recurring report or information submittal) shall be identified on all information and reports submitted. 4. The Permittee shall retain the design engineer, or other professional engineer registered in Florida, to conduct on-site observations of construction and assist with the as-built certification requirements of this project. The Permittee shall inform the District in writing of the name, address and phone number of the professional engineer so employed. This information shall be submitted prior to construction. 5. Within 30 days after completion of construction of the permitted activity, the Permittee shall submit to the Brooksville Service Office a written statement of completion and certification by a registered professional engineer or other appropriate individual as authorized by law, utilizing the required Statement of Completion and Request for Transfer to Operation Entity form identified in Chapter 40D-1, FAC., and signed, dated, and sealed as-built drawings. The as-built drawings shall identify any deviations from the approved construction drawings. 6. The District reserves the right, upon prior notice to the Permittee, to conduct on-site research to assess the pollutant removal efficiency of the surface water management system. The Permittee may be required to cooperate in this regard by allowing on-site access by District representatives, by allowing the installation and operation of testing and monitoring equipment, and by allowing other assistance measures as needed on site. 7. For dry bottom retention systems, the retention area(s) shall become dry within 72 hours after a rainfall event. If a retention area is regularly wet, this situation shall be deemed to be a violation of this permit. 8. The operation and maintenance entity shall submit inspection reports in the form required by the District, in accordance with the following schedule. For systems utilizing retention or wet detention, the inspections shall be performed two (2) years after operation is authorized and every two (2) years thereafter. 9. If limestone bedrock is encountered during construction of the surface water management system, the District must be notified and construction in the affected area shall cease. 10. The Permittee shall notify the District of any sinkhole development in the surface water management system within 48 hours of discovery and must submit a detailed sinkhole evaluation and repair plan for approval by the District within 30 days of discovery. Permit No. Project Name: Page 46022126.000 Badcock Furniture Store-Zephyrhills 3 11. Refer to GENERAL CONDITION No. 15 herein. GENERAL CONDITIONS 1. The general conditions attached hereto as Exhibit "An are hereby incorporated into this permit by reference and the Permittee shall comply with them. ~~~J -. Authorized Signature Co .~'. 11111111111111I11111111111111I11111111111111111111111111111I 2001098810 R. 1~~ J ~ PREPARED BY AND RETURN TO: James C. Davis, II, Of Trinkle, Redman, Swanson Byrd & Coton, P.A. 121 North Collins street Plant City, Florida 33566 Rcpt.: 1514620 OS: 0.00 07/20/01 Rec: 10.150 IT : 0 . 00 Dpty Clerk JEO PITTMAN~ PASCO COUNTY CLERK 07 /20/01 0~ : 0,!,pm 1 of 2 OR BK 467~ PG 34 Property Appraiser Folio Numbers: 11-26-21-00 I 0-09000-0050; 11-26-21-0010-09000-0180; 11-26-21-0010-09000-0130; 11-26-21-00 1 0-09000-0 170 NOTICE OF COMMENCEMENT STATE OF FLORIDA COUNTY OF HILLSBOROUGH THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the followll1g information is provided in this Notice of Commencement. 1. Description of Property: SEE EXHIBIT "A" ATTACHED HERETO AND MADE A PART HEREOF 2. General Description of improvements: Construction of Addition to and Renovation of existing structure 3. Owner Information: a. Name and Address: James C. Davis and Sue O. Davis a/k/a Marion O. Davis 2605 Robin Drive Plant City, Florida 33566 b. Interest in Property: Fee Simple c. Name and Address of Title Holder (if other than owner): NONE 4. Contractor: Jenkins Construction Co., Inc. 4009 Midway Road W. Plant City, FL 33565 5. Surety: NONE 6. Lender: Hillsboro Bank 509 W. Alexander Street EXHIBIT A OR BK 4672 PG 35 2 of 2 PARCEL A: Lots 5 to 7 inclusive, Block 90, CITY OF ZEPHYRHILLS, FLORIDA, as per plat thereof recorded in Plat Book 1, Page 54, of the Public Records of Pasco County, Florida. PARCEL B: Lots 18 to 24 inclusive, Block 90, CITY OF ZEPHYRHILLS, FLORIDA, as per plat thereof recorded in Plat Book 1, Page 54, of the Public Records of Pasco County, Florida. PARCEL C: Lots 13, 14, 15, 16, and 17, in Block 90, of the CITY OF ZEPHYRHILLS, as per plat of Town of Zephyrhills recorded in Plat Book 1, Page 54, Public Records of Pasco County, Florida, in Section 11, Township 26 South, Range 21 East. Parcelldentitication Numbers: 11-26-21-0010-09000-0050, 11-26-21-0010-09000-0180, 11-26-21-0010-09000-0130, AND 11-26-21-0010-09000-0170 STATE cw i':~ '''1 FU C':' '\ COU~!TY OF; f;-/\S(~;~) HI 'l:'i'~c.it_,::)[,:_1,\;i:i T'C'- -il\ r THE FOREGOING IS A c.:P'~O:"";.""~"": nrf DOCUMENT D", !'il F .,;,~,' ',' " [lieFiCE. WiTNESS M'f I,r.el " ",I' ,,--I' ,?i"l C ." "'_'S~ fJAY O~ ":7% ~-C<./I'''__''_" .C{2L I. ,) . ,-:,1'1" / ,"UIT CO' B '."'/-,.'/';' :I, UR7 : <.-::.:d...,c.-<..,-/i//c.cf ~'1 DEPU'fY"-- , -.-- vltRK. Component Performance Method for Commercial Buildings ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2.2 PROJECT NAME Badcock Home Furniture ADDRESS: -5500 6th Street Zephyrhills, Florida 33541 OWNER: -Badcock Home Furniture AGENT: BUILDING TYPE: Mercantile (Retail) CONSTRUCTION CONDITION: Existing Building DESIGN COMPLETION: Addition CONDITIONED FLOOR AREA: 3830 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: Form 400B-97 PERMITTING OFFICE: Zephyrhills CLIMATE ZONE: PERMIT NO: JURISDICTION 4 {) ~ 77' NO: 611600 6 NUMBER OF ZONES: 1 COMPLIANCE CALCULATION: METHOD B ENVELOPE PERFORMANCE OTHER ENVELOPE REQUIREMENTS LIGHTING INTERIOR LIGHTING LIGHTING CONTROL REQUIREMENTS HVAC EQUIPMENT COOLING EQUIPMENT 1. EER IPLV HEATING EQUIPMENT 1. Et AIR DISTRIBUTION SYSTEM INSULATION 1. Unconditioned Space REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT PIPING INSULATION REQUIREMENTS COMPLIANCE CERTIFICATION: I hereby certify that in compliance with Efficiency Code. OWNER/AGENT: DATE: this building is Elorida Energy DESIGN CRITERIA RESULT PASSES PASSES PASSES PASSES PASSES PASSES N/A PASSES Review of the plans and specifica- tions covered by this calculation indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance with section 55 .908, Flo 'd ~atutes. BUILDING FI IAL: ~ DATE: I hereby certify(*) that the system design is in compliance with the Florida 32.67 74.61 2.70 10381. 71 9.60 9.00 8.90 8.30 1. 00 REQUIREMENTS 4.50 4.20 Energy Efficiency Code. SYSTEM DESIGNER REGISTRATION/;r~TE ~g~~~g~L: -;!~ 1f.;.,!)~U;;,,*, ~~ //!i/ PLUMBING t~~' C' c." ~i~~~~~~AL: ~~-"~ C.e'~~~~ 1{:if * (*) signature is required where Florida law requires de~ign to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- '. 401.------GLAZING--ZONE Elevation Type BUILDING ENVELOPE SYSTEMS COMPLIANCE CHECK 1------------------------------------------------v- U SC VLT Shading Area (Sqft) South West Southwest Commercial Commercial Commercial .5 .5 None 69 .5 .5 None 69 .5 .5 continuous Ove 51 Glass Area in Zone 1 = 189 Total Glass Area = 189 1------------------------------------------------ U Insul R Gross(Sqft) 1. 26 1. 26 1. 26 Total 402.------WALLS--ZONE Elevation Type Adjacent East South Southwest West Concrete Concrete Concrete Concrete Concrete wall wall wall wall wall .165 4 240 .07 9 420 .07 9 800 .07 9 180 .07 9 250 Total Wall Area in Zone 1 1890 Total Gross Wall Area 1890 1------------------------------------------------ U Area(Sqft) 403.------DOORS--ZONE Elevation Type Southwest 1-3j4 Steel Door-Polyurethane core (18 0.29 42 Total Door Area in Zone 1 = 42 Total Door Area = 42 1------------------------------------------------ Color U Insul R Area(Sqft) 404.------ROOFS--ZONE Type Built-up Gravelj2" ISOjMtl Deck Light .05 19 3760 Total Roof Area in Zone 1 = 3760 Total Roof Area = 3760 405.------FLOORS-ZONE 1------------------------------------------------ Type Insul R Area(Sqft) Slab on GradejUninsulated 0 3760 Total Floor Area in Zone 1 = 3760 Total Floor Area = 3760 406.------INFILTRATION-------------------------------------------------- I CCHHJh C~K Infiltration criteria in 406.1.ABCD have been met. ~ '. MECHANICAL SYSTEMS CHECK ::~~~~~~~~~~g:~~~i~~:~~~:~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~ Type No Efficiency IPLV : Tons 1. Air Cooled ( >= 65,000 Btujh 2 9.6 9 6.25 408.------HEATING SYSTEMS----------------------------------------------- Type No Eff iciency BTU jhr 1. Electric Resistance 2 1 50000 409.------VENTILATION--------------------------------------------------- IC~~ Ventilation Criteria in 409.1.ABCD have been met. ~ 410.-----AIR DISTRIBUTION SYSTEM---------------------------------------- CHECK ----~~~~-~i;i~~-~~~-~~~i~~-~~~~-~~~~-~~~~~~~~~~-(~~~~~~~;~~)------~ AHU Type Duct Location R-value 1. Packaged Constant Volume Unconditioned Space 4.5 CHECK ----;~~~i~~-~~~-~~~~~~i~~-~i~~-~~-~~~~~~~~~~-(~~~~~~~;~~)---------~ --- 411.-----PDMPS AND PIPING-ZONE -------------------------------------~~~ --- Basic prescriptive requirements in 411.1.ABCD have been met. I~ PLUMBING SYSTEMS 411.-----PDMPS AND PIPING-ZONE Type 1--------------------------------------- R-value/in Diameter Thickness 1. Circulating 412.-----WATER HEATING SYSTEMS-ZONE 1---------------------------------- Type Efficiency StandbyLoss InputRate Gallons ELECTRICAL SYSTEMS CHECK 413.-----ELECTRICAL POWER DISTRIBUTION---------------------------~-- -- --- Metering criteria in 413.1.ABCD have been met. 414.-----MOTORS-------------------------------------------------- -- --- Motor efficiencies in 414.1.ABCD have been met. I ~~A 415.-----LIGHTING SYSTEMS-ZONE 1--------------------------------~~~ --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sqft) Type F(Ser lOn/Off 4 None 3 3760 Total Watts for Zone 1 3 Total Area for Zone 1 3760 Total Watts 3 Total Area 3760 ____~~~~:~~~_=:~:=:~:_~~_~::~:~~~=~_~:~=_~==~_~=:~____------------tlH C_ ___ 16. Operation/maintenance manual will be provided to owner. (102.1) ------------------------------------------------------------------ - ----- . Commercial Industrial TRI-COUNTY POWER SYSTEMS, INC. Electrical Contractors (727) 526-5771 FAX 526-7446 CITY OF ZEPHYRHILLS ATTN: BUILDING DEPARTMENT JULY 24,2001 TO WHOM IT MAY CONCERN: I AUTHORIZE THE FOLLOWING COMPANY EMPLOYEES TO SIGN APPLICATIONS OR ANY OTHER DOCUMENTS THAT MAY BE REQUIRED IN o ER TO PULL ELECTRICAL PERMITS IN MY NAME: ~a&: RICHARD ALLEN...... DL: F651-730-38-243-0 SS:370-58-7123 DL1: A450-746-60-027-0 SS: 262-57-3463 _'{fiI;.:R TIME AND CONSIDERATION. R SELLN. R STATE OF FLORIDA COUNTY OF PINELLAS THE FOREGOING INSTR WAS ACKNOWLEDGED BEFORE ME THIS W DAY OF , 200., BY RUSSELL N. FRASE AS AGENT FOR -C TY POWER SYSTEMS, INC., A FLORIDA CORPORATION ON BEHALF OF CORPORATION. HE IS PER~~LY KNOWN TO ME, AN DID TAKE AN OATH AND DID APPEAR BEFO:7AT THE TIME OF NOTARIZATION. / ;" . MY COMMISSION EXPIRES: 1, 3520 66th Ave. N. · Pinellas Park, FL 33781 · EC 0000048 PASCO COUNTY OCCUPATIONAL LICENSE 2000-01 Issued pursuant and subject to Florida Statutes and Pasco County Ordinances. Issuance does not certify compliance with zoning or other laws. This license must be posted conspicuously in place of business. Expires September 30. ACCOUNT NO: 37376 SIC CODE: 1731.02 Mike Olson Tili'X COLLECTOR PASCU COlXIY FLORIDA TYPE OF BUSINESS: ELECTRICAL CONTRACTOR 1..11...11.1...11..1....11.11.....11..1.1..11...1.111....1..11 TRI COUNTY POWER SYSTEMS INC 3520 66TH AVE NORTH PINELLAS PARK FL 33781-6123 LOCATION ADDRESS: 3520 66TH AVE NORTH PINELLAS PARK DATE RECEIPT AMOUNT 31.25 ...... 09/21/00 380921 FRASER. RUSSELL N. (727)526-5771 CITY OF ZEPHYRHILLS REGISTRATION 5335 EIGHTH STREET,ZEPHYRHILLSFFLORIDA 33540 PERIOD COMMENCIN OOO"EQ:SEI?T. 30, 2001 ADMIN. FEE No: 2858 Date: 7/05/01 Address: 3520 66TH AVE. NORTH PINELLAS PARK, FL 33781 ELECTRICAL CONTRACTOR CERTIFIED #EC -0000048 Issued to: TRI-COUNTY POWER FRASER, RUSSELL N. 3520 66TH AVE. NORTH PINELLAS PARK, FL 33781 20.00 A VALID WHEN SIGNED h\~'/~_I ~TY MANA' R ... t,f~ STATE OF FLORIDA AC# 5 9 0 1 0 9 4 ~~bEPARTP4ENT OF BUSINESS AND ~ PROFESSIONAL REGULATION EC -00000lt8 01105/.2000 00900022 CERTIFIED ELECTRICAL CONTRACTOR FRASER" RUSSELL N TRI~COUNTY POWER SYSTEMS INe IS CERTIFIED under the provisions of Ch. 489 FS. Expiration Date: AUG 31" 2002 1997 EDITION AlA DOCUMENT j A10l-1997 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a STIPULATED SUM A G R E E MEN T made as of the in the year (In words, indicate day, month and year) day of This document has impor- tant legal consequences. Consultation with an attorney is encouraged with respect to its completion or modification. BET WEE N the Owner: (Name, address and other information) James C. Davis 5500 6th street Zepyrhills, FL 33541 AlA Document A201-1997, General Conditions of the Contri:l(f for Construction, is adopted ul this document by reference. Do not use with other general conditions unless this document is modified. and the Contractor: (Name, address and other information) Jenkins Construction Co. Inc. 4009 Midway Road W. Plant City, FL 33565 This document has been approved and endorsed by The Associated General Contractors of America. The Project is: (Name and location) Renovation and Addition of an Furniture and More Facility Located at 5500 6th street Zephyrhills, FL33541 Existing Badcock Home The Architect is: (Name, address and other.information) David H. Wulff, Architect P.O. Box 7511 Lakeland, FL 33807 .f,. ~~.....~: I..'" - Cl1997 AIACID AlA DOCUMENT Al01-1997 OWNER-CONTRACTOR AGREEMENT The Owner and Contractor agree as follows. The American Institute of Architects 1735 New York Avenue, N.W. Washington, c...:.. 20006-5292 Copyright 1915, 1918, 1925, 1937, 1951, 1958, 1961. 1963, 1967, 1974, 19n, 1987, Cl1997 by The American Institute of Architects. Reproduction of the material herein or substantial quotation of its provisions without written permission of the AlA violates the copyright laws of the United States and will subject the violator to legal prosecution. WARNING: unlkensed photocopy1na violates U.S. copyright laws and will subject the violator to legal prosecution. ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, Conditions 01 the Contract (General, Supplementary and other Conditions), Drawings. Specifications, Addenda issued prior to execution of this Agreement, other documents listed in this Agreement and Modifications issued after execution of this Agreement; these form the Contract, and are as fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representa- tions or agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in Article 8. ARTICLE 2 THE WORK OF THIS CONTRACT The Contractor shall fully execute the Work described in the Contract DOCuments, except to the extent specifically indicated in the Contract Documents to be the responsibility of others. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated below or provision is made for the date to be fixed in a notice to proceed issued by the Owner. (Insert the date of commencement if it differs from the date of this Agreement or, if applicable, state that the date will be fixed in a notice to proceed.) Date will be fixed in a notice to proceed If, prior to the commencement of the Work, the Owner requires time to file mortgages, mechan- ic's liens and other security interests, the Owner's time requirement shall be as follows: 3.2 The Contract Time shall be measured from the date of ' commencement. 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than One hundred-Fifty ( 1 50 )::lays from the date of commencement, or as follows: (Insert number of calendar days. Alternatively, a calendar date may be used when coordinated with the date of commencement. Unless stated elsewhere in the Contract Documents, insert any requirements for earlier Substantial Completion of certain portions of the Work.) , subject to adjustments of this Contract Time as provided in the Contract Documents. (Insert provisions, if any, for liquidated damages relating to failure to complete on time or for bonus payments for early completion of the Work.) WARNING: Unlicensed photocopying violates U.S. copyright laws and will subject the violator to legal prosecution. I n'" '" Q O. .0 0..-....0 o z:t::;Q ~ c:::::J Cl1997 AIACII) AlA DOCUMENT A101-1997 OWNER-CONTRACTOR AGREEMENT The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 ARTICLE 4 CONTRACT SUM 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract. The Contract Sum shall be Three hundred Fourty-eight Thousand, Five hundred Sixty-seven Dollars ($348 ,567 ), subject to additions and deductions as provided in the Contract Documents. 4.2 The Contract Sum is based upon the following alternates. if any. which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates. If decisions on other alternates are to be made by the Owner subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date when that amount expires.) 4.3 Unit prices. if any. are as follows: An allowance of Five Thousand(S,OOO) dollars is included in the base bid for Landscape as enumerated in Addendum # 3. ARTICLE 5 PAYMENTS 5.1 PROGRESS PAYMENTS 5.1.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by the Architect. the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. 5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month. or as follows: 5.1.3 Provided that an Application for Payment is received by the Architect not later than the 1 s t day of a month. the Owner shall make payment to the Contractor not later than the 25th day of the month. If an Application for Payment is received by the Architect after the application date fixed above, pay- ment shall be made by the Owner not later than 2 5 days after the Architect receives the Applicration for Payment. 5.1.4 Each Application for Payment shall be based on the most recent schedule of values submit- ted by the Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract Sum among the various portions of the Work. The schedule of values shall be prepared in such form and supported by such data to substantiate its accuracy as the Architect may require. This schedule. unless objected to by the Architect. shall be used as a basis for reviewing the Contractor's Applications for Payment. WARNING. Unlicensed photocopying violates U.S. copyright laws and wlllsubJec:t the vloloator to IegaII prosecution. I .8'11 <lo 0 O. .0 o. ..," ..<:) o'a::::o 'C). c::::::J \01997 AIAl>> AlA DOCUMENT A10l-1997 OWNER-CONTRACTOR AGREEMENT The American Institute of Architects 1735 New York Avenue, N.W. washington, D.C. 20006-52'12 5.1.5 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. 5.1.6 Subject to other provisions of the Contract Documents, the amount of each progress pay- ment shall be computed as follows: .1 Take that portion of the Contract Sum properly allocable to completed Work as deter- mined by multiplying the percentage completion of each portion of the Work by the share of the Contract Sum allocated to that portion of the Work in the schedule of val- ues, less retainage of Ten percent ( 1 0 %). Pending final determi- nation of cost to the Owner of changes in the Work, amounts not in dispute shall be included as provided in Subparagraph 7.3.8 of AlA Document 1\2.01-1997; .2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, if approved in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less retainage of Ten percent ( 10 %); 3 Subtract the aggregate of previous payments made by the Owner; and .4 Subtract amounts, if any, for which the Architect has withheld or nullified a Certificate for Payment as provided in Paragraph 9.5 of AlA Document 1\2.01-1997. 5.1.7 The progress payment an10unt determined in accordance with Subparagraph 5.1.6 shall be further modified under the following circumstances: .1 Add, upon Substantial Completion of the Work, a sum sufficient to increase the total pay- ments to the full amount of the Contract Sum, less such amounts as the Architect shall determine for incomplete Work, retainage applicable to such work and unsettled claims; and (Subparagraph 9.8.5 of AlA Document 1\201-1997 requires release of applicable retainage upon Substantial C;ompletion of Work with consent of surety, if any.) .2 Add, if final completion of the Work is thereafter materially delayed through no fault of the Contractor, any additional amounts payable in accordance with Subparagraph 9.10.3 of AlA Document 1\2.01-1997. 5.1.8 Reduction or limitation of retainage, if any, shall be as follows: (If it is intended, prior to Substantial Completion of the entire Work, to reduce or limit the retainage resulting from the percentages inserted in Clauses 5.1.6.1 and 5.1.6.2 above, and this is not explained elsewhere in the Contract Documents, insert here provisions for such reduction Of' limitation.) 5.1.9 Except with the Owner's prior approval, the Contractor shall not make advance payments to suppliers for materials or equipment which have not been delivered and stored at the site. 5.2 FINAL PAYMENT 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when: .1 the Contractor has fully performed the Contract except for the Contractor's responsibil.. ity to correct Work as provided in Subparagraph 12.2.2 of AlA Document 1\2.01-1997, and to satisfy other requirements, if any, which extend beyond final payment; and .2 a final Certificate for Payment has been issued by the Architect. WARNING: Unllamsed photocopying violates u.s. copyright laws and will subject the violator IV legal prosecution. I 8111 ~. .0 0. .0 0'.'.-.'0 o a:::n ~ .:::::=::J ~1997 AlAe AlA DOCUMENT A101-1997 OWNER-CONTRACTOR AGREEMENT The American Institute of Architects 1735 New York Avenue, N.W. washington. D.C. 20006-5292 5.2.2 The Owner's final payment to the Contractor shall be made no later than 30 days after the issuance of the An.:hitect's final Certificate for Payment, or as follows: ARTICLE 6 TERMINATION OR SUSPENSION 6.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of ALA Document A201-1997. 6.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A20l-1997. ARTICLE 7 MISCELLANEOUS PROVISIONS 7.1 Where reference is made in this Agreement to a provision of AlA Document A20l-1997 or another Contract Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. 7.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if any.) (Usury laws and requirements under the Federal Truth in Lending Act, similar state and local consumer credit laws and other regulations at the Owner's and Contractor's principal places of business, the location of the Project and elsewhere may affect the validity of this provision. Legal advice should be obtained with respect to deletions or modifications, and aLso regarding requirements such as written disclosures or waivers.) 7.3 The Owner's representative is: (Name, address and other information) James C. Davis 5500 6th street Zephyrhills, FL 33541 7.4 The Contractor's representative is: (Name, address and other information) Clayton Jenkins Jenkins Construction Co., Inc. 4009 Midway Road E. plant City, FL 33565 7.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days' written notice to the other party. 7.6 Other provisions: WARNING: Unlicensed photocopying violates u.s. copyright laws and will subject the violator to legal prosecution. I 8111 .. D d. .0 0-. ....0 o l:l::;:Q 1:;S I==::J 01997 AlAe AlA DOCUMENT AlO1-1997 OWNER-CONTRACTOR AGREEMENT The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 ARTICLE 8 ENUMERATION OF CONTRACT DOCUMENTS 8.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated as foHows: 8.1.1 The Agreement is this executed 1997 edition of the Standard Form of Agreement Between Owner and Contractor, AlA Document AIOI-l997. 8.1.2 The General Conditions are the 1997 edition of the General Conditions of the Contract for Construction, AlA Document A201-1997. 8.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual giXodx: ' and are as follows: Part'A'dated April 16, 2001 and Part'B'dated April, 2001 Document Title Pages See Exhibit as enumerated in 8.1.4 below Division 1, General Conditions 8.1.4 The Specifications are those contained in the Project Manual dated as in Subparagraph 8.1.3, and are as follows: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) Section Title Pages $ee Exhibit # 1 Project Manual part'A'dated April 16, 2001 & Part'B'dated April, 2001 as prepared by David H. Wulff, Architect Renovation and Addition of Existing Facility for: Badcock Furniture & More Store Zephyrhills, FL Architect Project No. 0094 8.1.5 The Drawings are as follows, and are dated different date is shown below: (Either list the Drawings here or refer 10 an exhibit attached to this Agreement.) unless a Number Title Date See Exhibit # 2 Drawing List WARNING: Unlicensed photoc:opylns vloletes u.s. copyright lews end will subject the violator to lege. prosecution. I A oo'e'~o c=:::::J 101997 AIAIID AlA DOCUMENT A101-1"7 OWNER-CONTRACTOR AGREEMENT The American Institute of Architects 1735 New York Avenue, N.W. Washington, D.C. 20006-5292 8.1.6 The Addenda, if any, are as follows: Number Date Pages 1 April 5, 2001 16 - Copy of bidders and Geotechnical report included 2 April 11 , 2001 1 3 April 14, 2001 1 Portions of Addenda relating to bidding requirements are nol part of the Contract Documents unless the bidding requirements are also enumerated in this Article 8. 8.1.7 Other documents, if any, forming part of the Contract Documents are as follows: (List here any additional documents that are intended to form part of the Contract Documents. AlA Document A201-1997 provides that bidding requirements such as advertisement or invitation to bid. Instructions to Bidders, sample forms and the Contractors bid are not part of the Contract Documents unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Documents.) This Agreement is entered into as of the day and year first written above and is executed in at least three original copies, of which one is to be delivered to the Contractor, one to the Architect for use in the administration of the Contract, and the remainder to the Owner. &.t2"v./ :JA-frZE5 (Printed name and title) e-- ~~. CAUTION: You should sign an original AlA document or a licensed reproduction. Originals contain the AlA logo printed in red; licensed reproductions are those produced in accordance with the Instructions to this document. WARNING: Unlicensed photocopying violates U.S. copyright laws III1d will subject the violator to !.gal prosecution. I .... .~,~.. ..'I.~.. - Cl1997 AIA~ AlA DOCUMENT A101-1H7 OWNER-CONTRACTOR AGREEMENT The American Institute of Architects 1735 New York Avenue, N.W. Washington. D.C. 200<:Jb-5292 DAVID H. WULFF, Af\CHITECT P.O. Box 7511 Lakeland, FL 33807-7511 (863) 648-9877 fax (863) 648-013€ Exhibit # 2 Drawing List Project: Renovation and Addition of Existing Facility for Badcock & More Store, Zepbyrbills, FL Drawings prepared by David H Wulff: Architect A-I, A-2, A-3, A-4, A-5, A-6, A-8, A-9, A-IO, A-II, A-12, A-13, all dated 4/24/200 I Drawings prepared by Chehayeb & Associates ES-I, E-I, E-2, E-3, E-4, E-5, all dated 4/28/2001 Drawings prepared by ED&D Consulting Services S-I, S-2, all dated 4/24/2001 Drawings prepared by Engineering Professionals, Inc. M-I, M-2, no date Drawings prepared by Colinas Group Title, Plate-I, Plate-2. Plate-3, Plate-4, all dated 3/28/2001 Drawings prepared by C. Fred Deuel & Associates, Inc. Survey all dated 1/5/200 I Bell's Refrigeration & Air Conditioning Service . > ~ 4502 Coronet Road Plant City, FL 33566 752 8542 . TRANETM July l6, 2001 Authorized Dealer To: City of Zephyrhills 5335 8th St. Zephyrhills, FL. 33540 From: Charles W. Bell/Owner - Bell's Refrigeration & Air Conditioning I, Charles ~. Bell, authorize that Frances B. Montecillo may take out mechanical permits for the City of Zephyrhills and sign for them. ~:t/~ Siqnature State of Florida County of Hillsborough Before me personally appeared ~ 0/' /~ to me well known and known to me to be the person descrebed in and who executed the for~going instrument, and acknowledged that he executed said instrument for the purposed therein expressed. Notary ublic tate of Florida I-orle1V6F!.I/.J P Mof>i I'EC i l-LO Hy Commission Expires A ril 18 my handand official seal this , , ~ 4.... L day of /"'''''7 HENORIN P. MONTECILLO Uu tary Public, State of Florida ..., comma . txplresApril18, 2005 amm. No. 00016215 '. " " . ~OCQk . G'S"Oo (:)f'-' 5 t_ eN" SQ, F&T PRICS . '. N ~ 'IIMI OR ,1MNG .uR:.a 3700 s 55/ ()U ~\1t1c~ .f(" ~lv' '" $ 'Z ~ c:j:;, . ' AREA UNDER ROQF '7qLu ~" p~~u& /4, '5tf'-l .3 c::; it YALIJA'TIDII s . I ..~ , ~T: S f\f[rr ~ , ,. ,- -- " - 50. .:;.c ~ ., zoo',o 371JO s .-, 7 -1 t:. :JJ LON ~\'-'-'l(.:::N H1-h5 Nt A - hJC {)'Ti N6 I 3:J~ ~1d11 T1F'8 {s 0 y,/,'l <ff I I SEP-1l3-131 139:37 AM DIANE OR JOSE MILLA 941 644 1144 P.131 ~ 4 J. ... 3334 BlnehArry OriV<<t l..CIIA!;Ji:UJ~, l"L jj61! 863-644-1144 Sept~mbcr 10, 200] AUn; Squire Fax.8IJ-780-0021 Re: Badcock - Zephyrhills - Sheet S-2 Clarification Sir: The note at the lop of Wall "B" SI.ltes on Drawing S-2: "(2) #5 bars each" It should be interpreted that there are 10 be (2) filled cells with (l) # " h~r in ...,.,.h "..11 ':>n ......1, ..~d... ",r U~JJIIII:\ lor a roUll or (4) 111 led cells per opening. SOrt'), (lboutthc Il1nbiS\lil,y \)f (]u:, IIUle. If you have questions please eall me at the above number. Thank you, $J/(f( R"ts. IIZ28Z2