The URL can be used to link to this page

Home My WebLink About07-6432 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 MOBILE HOME SET-UP 6432 Permit Number: 6432 Permit Type: MOBILE HOME Class of Work: MOBILE HOME SET-UP Proposed Use: NOT APPLICABLE Square Feet: Est. Value: Improv. Cost: 2,300.00 Date Issued: 2/26/2007 Total Fees: 4,442.58 Amount Paid: 4,442.58 Date Paid: 2/26/2007 Work Desc: MH SETUP Address: 37630 GILL AVE LOT 266 ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: GRAND HORIZONS Parcel Number: 34-25-21-0170-00000-2660 MILLER, LVIN 37630 GILL AVE L T #266 ZEPHYRHILLS, FL. 33542 Phone: 813 780-2311 LN. LILLEY AIR CONDITIONING, INC. BIG DADDY'S MOBILE HOME SET UP PLUMBING FEE 40.00 PARK FEES MH 573.73 FIRE IMPACT FEE 273.00 SEWER CONNECTION MOBILE 808.00 WATER METER RES 3/4" 180.00 IRRIGATION CONNECTION 175.00 TRAFFIC IMPACT FEE 1% 15.88 hY\Uv( cu4~ . 4'_VorO J MECHANICAL FEE PUBLIC SAFETY 5% POLICE IMPACT FEE WATER CONNECTION MOBILE He IRRIGATION METER TRAFFIC IMPACT FEE 99% 35.00 26.35 254.00 209.50 180.00 1,572.12 '{cy J l~~ ~ ND~ ET- MOBILE HOME ELECTRIC MOBILE HOME AlC MOBILE HOME PLUMBING_ FINAL REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to anyone of the following reasons: 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 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies The payment of inspection fees shall be made before any further permits will be issued to the person owning same Complete Plans, Specifications and Fee Must Accompany Application. All wor hall be performed in accordance with City Codes and Ordinances Jk ... ~~ ~ONTRACTORS SIGNATURE PERMIT OFFI CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Building Department Fax-813-780-0021 ............ Date Received Owner's Name Owner's Address 3 7 [, .10 (;-/ '/ / MC- Fee Simple Titleholder Namel ;vilA . Owner Phone Number Owner Phone Number I Owner Phone Number I Fee Simple Titleholder Address I I I /ftl~ I PARCEL ID#13</-;;..5 -.2/ - 6/70 - OQOO() - 2t:, {O (OBTAINED FROM PROPERTY TAX NOTICE) rs;<;J NEW CONSTR D AD DIAL T 0 SIGN 0 MOVE 0 DEMOLISH D INSTALL D REPAIR PROPOSED USE 0 SFR D COMM 0 OTHER I TYPE OF CONSTRUCTION 0 BLOCK D FRAME 0 STEEL 0 OTHER I DESCRIPTION OF WORK 1t110h, It' dl41l!: <e f -tl~ 1//..l""'I/)"/l,~ /:::- kcf;'I~/ jft/I'fC BUILDING SIZE 1.2 q X {; 0 I SQ FOOTAGE I /7 L( D I HEIGHT I I j' / 6 1/ 1111111'111111'1'111'.11111"11111'11111"1'1'11111'..111'11111111111"'1111111"1111'11111"11111'1111111111111111111111111111111111111111,11111' I I I I D I JOB ADDRESS SUBDIVISION WORK PROPOSED D D D D D BUILDING ELECTRICAL PLUMBING MECHANICAL GAS CIPo.II<::I-u=n ~:I nnR ELEVATIONS I ROOFING /'J / A- 6/// 37' 30 (;vavte' !lvY-1.20M <:.. 1$ 1000 1$ 1$ 1$ SOD D Soo 300 LOT# 12b6 VALUATION OF TOTAL CONSTRUCTION AMP SERVICE 200 CRt PROGRESS ENERGY D W.R.E.C. VALUATION OF MECHANICAL INSTALLATION SPECIALTY 0 FLOOD ZONE AREA O!lqnd AlBION .UOllEoYlJuaplsE - '......r-::>' 7 ~___../1 '/1/ paonpoJd ahE4ISE4 JO aw 01 UMOU>j AIIBUOSJad aJB/Sllf4M V1 d.?/::J-f"J,-/ ~ '7}7'7 ~ Aq L 0707.. ;7 T S!41 au{ a.<<lJaq (paWJWE JO 01 W S pUB paqIJosqn'S ~ HO~~VH~NO~ /.f1~?/' OTHER DYES ~NO O!lqnd AlBION EO 'S':I> .lVHnr VOIH01.::l '.1N3W3 3W :103 1.l0N nOA 9Nla~0:l3~ 3~O:l3B A3N OllY NY ~O ~3aN31 ~nOA H.1IM .11nSNO:l '9NI:lNYNI::I NIY.1BO 0.1 aN3.1NI nOA::I1 'AJ.~3dO~d ~nOA 0.1 S.1N3W3^0~dWI ~O::l 3:l1M.l 9NIAYd HnOA NI .11nS3H AYW .1N3W3:lN3WWO:l :10 3:l1.l0N Y a~O:l3~ 0.1 3~nllY:I ~nOA :~3NMO 0.1 9NIN~YM 'pauopueqe paJapIsuoo S! qof a4. 'sAep aAnnoasuoo (06) A.aU!U JOj saseao )fJOM jl 'uolsua.xa a4. JOj asneo alqeunsnf aleJlSUOWaO 11IM oue sAeo (na) AlaUlU oaaoxa 0110U popad e JOj Je!o!JJO 6UlPllna a4. WOJj '6U!l!JM U! 'paJsanbaJ aq ABW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" 'restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility.for compliance with any applicable deed restrictions. ' UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: 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 law, 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 Pasco County Building Inspection Division-licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction lien Law-Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. 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, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection-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. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "AU in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. . If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to a~versely affect adjacent properti~s, the. ow~er may be cited for violating the conditions of the building permit Issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand ~hat a s.eparate perm~t. may ~e requir~d for elect~ica.1 work, plumbing, signs, wells, pools, air conditioning, gas, or other Installations not specifically 1n~luded. In the applicatIon. A permit issued shall be construed to be a license to proceed with the work a~d not as authorl~y !o vlol~t~, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the B~II~lng OffiCial from the~eaft~r requiring a correction of errors in plans, construction or violat~o~s o! any codes. Every ~ermlt Issued. shall become, Invahd unless the work authorized by such permit is commenced Within SIX months o.f permit Issu~nce, or If work authorized. by the permit is suspended or abandoned for a period of six (6) months after the time the work IS c~mmenc,ed:.. A,n exte~sl~n CITY OF ZEPHYRHILLS "NOTICE" OF ADDITION OR CORRECTION BUILDING DEPARTMENT DO NOT REMOVE [ ~~ ~ ~~# I ... 371;30 6:11 h~ /of J', 3-11-07 (,~ SL- . THIS JOB HAS NOT BEEN COMPLETED. T~e following odditions or corrections shall be made before the job will be accepted. a) (' 0 m tJ (( ( 1-, '.')V"\ I~, l- f? t't . ~.l:f -'U ? ot__ , , -(2) If,. jq,;, 'j 2</q II /? of'(j , ~C;\_ i' A /: t) h' )(" Slf h,cc:. , & Il/c ;:::>4"/ { ~, 1/ Wi? S L.. , f?c.. '., , A W':.:J /..., It is unlawful for any Carpenter, Contractor, Builder, or other persons, to . cover or cause to be covered, any part of the work with flooring, lath, earth or other material, until the proper inspector has had ample time to approve the installation. ! I AFTER CORRECTIONS ARE MADE CALL 780-002L RFJ-NSPECTION INSPECTOR ~ , OFFICE HOURS 7:30AM -4:30 PM MON.-FRI. City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor /Homeowner: Dj ::DAJdrs t{oJ;: Ie.. /--I-. .sJ~ Date Received: 2 - 5- () 7 Site: <-3 7 ~,-?J 0 (Q ;' I ( Aft< ~ Permit Type: f\Abh'.f e... -++~.- ~ {-up Approved wino comments: ~ Approved withe below comments: 0 Denied wIthe below comments: 0 Date Contractor and/or Homeowner (Required when comments are present) GRANDg HqBl~Q,t'Js L..-l1~1 111 11..-'/ >-. prt-~/// cl ,I .,- c:::. -.-~IIO' I~zn ';'~D 1 - eo' /1 . , 228 229 23h 231 232 %33 23-1 ~ 754 771/[1; 171/2 '7Ut:. 7731> 7721/ Z:J~ ?7/g 77/ -.-- -.--.- ... ... --~ PflAS'E' III I{(I<< ma or i ~ ~ =:::;::::.:-..,' 3'llal/fJ 37~ ?f'\. . .. tl6:f ~ Jl6:1 ! i a "'. JI <.. j'-} 1.......... 271 ZS-I 3/1kDb 37 b) Z"I .37552.. -- '>...: () ~ :;l 272 ~ ::l :153 ;: '5StJ 3155/ ~ ~1IO '" 2.~ 1 o'l 37S..,'(p tlur-- 375/1 . ~ ~f/t/~:i,3754!' ~ i5 :>.; '" ~ '<l ~ g o '0 .0 Z,!.iJ, I .. 37~1"'() i Z75 ~ ~! 1538 3 J!'3r J %1-1 ~: 753/J -eso 13 tl7., iil 251 2: 3753t. 37531 ;,; ~ ..; ;;1 u ~~:L '::'3 ?J75~t/ ~ 278 375Z1... 100. 100' -:10Cl M,Z ,375/8 };? A:'?/J .1/.77 752. D g fl-lll 3152/ ~ \\F~ ~-_._--~--,- NIWKOM AVJ,;~m-' ~. -_._-J-~ 232,.[.'- I;' 2/1 210 <.> . tf? _ :~7 ::-.. 37:l. ;~ . till , 20fJ 208 ~ 20? 23e .317..& 60' Ul" r 7r:~1tr:, 12",,1'" ('::li'~'" rl,';,,,, '7 r-""~Hn.I.,;11... r~T c~:"<<:;1. 1 (Q 1 ::4\ 7Q') 1 Qi::.r:.: ... L'..... IOf ")\ '70.... ."...../ i-LLrn: i! i i I r J 1 ---i-+HTI:1l H-!-+-~ ~ ---H+t=R :: .:; i 1 [[] [tJ 8 II J[ [] ! J Ii i I ! ..1 i , ! ~ I j I) : i~J [J [tJ~qf1t-[j !l:ii("iil:J [0 D.l..dth[O fmi!fi., lill 1 " I I I ) i j i ... I ;. I I . i! 1 i ] C ] [h '1\ [~[ tJ -++++- ! Iii J ~ ....... -H-tt-' ! 1 ~. l -+di~ i: i : J [0. [0 ~ r~~co +H+, . , I I j I ! ; 1 I ~ ., --+-H--+-, ! I I I ,) !. I tttt,' i I II' [[] i [ tJ j CJ -I-I 1-J-~._._, - .'-J--" -! ~ I : j ..tJ!LJ~ L CO I.j . ~ .. ~ I ': I I t roo Clj [C1 VI' [0 [ 0 I; 1 .~'~,. I: I . ~tJ [b '[h [D ill 11 - ! ...J II i I 1 I I Ii 1 II , 11 iHli_. ~""E:"" DlOmO ::J.j::Ji i;ti;c alai S; SO Si!' ,-- III_CD. ., ...... ... tn co ~~ t-o.! if iii ~~I I'~~ I:(::t I:(.:::i . ~lQ 'J.lCi It") \0 "0 0 CD CD ~ ~:"I~ (g ~\2.\12 ifi (\{ ~ ~ ~""6 <<:0 .... ..... ! L.._ - :bo ~ a-... ""- , '-J:> I ~ "- 10 I~ 0 ,i " " ::J :i :0 m.r- ai' s:!!. CD- ::;-3 'ODl -3- ~Dl i~. o.~ rs-~ ~t ~3" ~.~ ::c i { :r III ::J ... 0' S. ~b ~ k~ "t1 ~ CD ~ tx\ i V, 0. n " rs- N ~ III "" ~ ~ & 1:, '" cn~r-en :rm 0 -. . i 3.:5 i- i III e:J !!!.:gs,= -~::J ~!!. .g~ 1II:r 8 :i" 0..1\;1 9 m - .,. .., -0 :u ffi OJ;' ,. ::0 ... ~ ;r -l "0. m f$: 1\1 i ,~ "-. ~ ~ 0 ,...(~....~__ ;:>;"c:L 1 r---: r::=t '----.J -:;-0 .8= c:CD -... !~ !:T~ <'C _m ::T Q. CDCII 3N" ~m - CII~O <miiJ 3=c !:Toe:; O'C - -CD::T -::Jill o -m CII::J'C ::7':0 '0 01l'J.., ::e ... e =0'''' CD03 -m '00- CD"'!. (il:c 0 . CD i Dl_ -- !lIg . Il'J co 1l'J- CIl3 -m "f3. Dl ::i <:> .., I:) t:l ~ c:. '* ~ I ~ ;: i 1\ ~ = )1' ;l ~ '0 ,~ [ J~I ! 'r '0 'J g~ iff & i. en ::7' o ......::e iio- III~ i= ~g (IJ sa Ir- -g 0:0 !J.-s: ~~ =!!. mm !.a. OlD g- =:CD gi ~!R 1l'J. J Il'J s: :c- :e m ::7'~ 0 E lllQ; iif Dr ~!lI '. Sl ::T!!. C CIl m iil OJ::J ::a;::;; ... Q:Q; ~::Jo !~~ i =~ .. C I f> !:- ~ ~ 3 5:! " ii 'I ~!~l .0. I- _i Q,;!l ::J::J ::::: '::J JEo S. i5:s. C" - CIl lItg 3" i :- r- CII CD rr~ CD _1Il- 0. ~. 5 o S-=I; - ~ ; ~Sl. ~ S' ~ ~3 ~ == :r Ill- ~ -- ,m ~ s:.e:---.iL. ___ __ Il'J CD. tR ...... ""~ i Sl.i 'r'J fl ~ 11\ D. f 1::2" ~6 11 .' lltJ,:i a 12 'Il .-.. iii I\) I: ~~, "1: .. .... IJI ...., -. ,'I~i ~. N l( ....... ....., '1:1' ..... i~: - )'\:1 ~~! ~ 1SJ i""!) i i 11 m- ~~. en '~ en (IJ fIi I~ i i ~ J '0 Q; :u [ rs-." I- L... OJ CD !! ..... I!'lI' i....l""':! 1....1-: N .... 9:! '''':!!",:! CD ~ .~ ""'0"0 ~ ~OIDI' x:., -, R . "' ;; m ~ I. ~ Y\ ~ tJ\ '-- _ '\ 8- 'I iF [\l hi I~I ~''i: ~ :0: ~ I~ ,-.: en .~ OJ ;>< ..... hJ .~ ~bl m , ...., :< C>> I.J '-(~ " ffi ::u UI ~ C') z G) ~ m r- m 'TI o ::u c: UI m t:J :r: o ~ m (IJ ~ O. en :t: 0 S" 0 '0 C :c 3 ! C" CD CD CD C ~. ~ if m Q. 3" 0. 0. CIl CD OJ !!: 0 ~D [ 5" m 8 en 5" ~ i !!:. (IJ - ::J ::J !!!. !!. 0. ~ :tI: iii" N - 0 ~ 5. ::J ::J CIl :r m - ::0 ,,\ c CD 10 =II: 0 ..... ", ~ (") ~ :::! Q. g CIl - t IX ~ r;;, +:- ~D~ C"):> !!!.Q. ::JQ. :Ceil -.CII ~fI) -0 Dl_ =::r l!,o 3 CD S" " ~ m !It ::tJ if I: ::; z c: I: OJ m ;a r- 2" ::J Il'J CIl 'It: :t: o 3 .CIl 3" CD ~ [ ~ rn ::tJ I: - -t ~ ::D ~ z % ~ m & m -I 3 CIl ~ C CD ! :t: 0 3 CD 0 o - ::7' CD ~ m ::J i a c ~ 5" CD - !!. !!!. o ~ E: III :::! C !!!. -,;, ., ca CD ..... a I\) I TMoIllH311 ~ \u .2 ~ .. ~ ~ ,~ ~ ,- b ;r ?ti ~. 690-:J i.~~ ::J S' CD l~e;: ~CD; ~~~ llo~' ~i 3?l- S' 8: o. ~ ~ ~ t ._-~.. --------~----_...._~. '-,.__.._~--._--~----------- --------.-1-_____...._ ."'h_... . . . .,c~~\. ;. ~I ~.\......\"'. . 1- " ,1- - - - c-'(' ~',-:~~,~ - - - J I ~"-'- 'Ji" .'- _ _ _ _ 1, I 11111 ,.t I . - ..m:J ;L/I :; _ I J3 ~ 't'}- J.ltIO ../c,.] _~.. I -z.-;r;."5 . j I I g.~~ _..:_ '4.. ~ --' .6L ,/1 """'" 'r~~~~ ) ~ -' a:. I l- l~-jD ~ : ~,;~~. / ~. ~ J (~ ~ ~~ - ::- ~ tIt......2::. oW .)__ <;{ ---,SL I " w.. ___ b "- .~ " __ .n '\ -_1_______ ..~~ \1. 3Hn :m '4 '- ";;';- ~ T ~ I"') m 2 :f! !2. ~ 0- --- -, .19 ~ ~L rn ~ 17l7?:r-, 5; ~ Q \,g. l< C) . I): .W: l/r GlI .... - ... T ~ C1J !~. i' ..I ~ ... PI ... --j '" '-- T ~ T ~ .~ "- ~ '" ~ of'. ~ ~ .J. <::- -1. %. co T ~ . c_== "l J 1;: ~ .z~ ~ ~-O .rri~~. t1 ~ : 0 I-I I i I~J / L /" .,.I:I ~lQj~" (// J~ ~ 'C. J I ~~/\-d 1 / . ~..-~,--3~/ /.t/ln ~ .!,_J.!!1El._ .. =lL-_ '" 1 ;:. :::E \11. . .:~.~ ~ ~.~.....l 1i.' . .~.. '---:~l In ~ . - . ;l/LfiJ ~ _ '71 ~ > ~I~ ~ It.il ~. I~ t:;~ I ....j5 r gg I ~ I .~ ......... @ ~A f;< " ~ .r-! " .J, ~r I I I I I t i ~ r '? .r.:!. I I~ . . % .L "':" a-1:; =I-:-~ 'f) b - H-~ ~ I 1'!2 I Pi-' '<I !!;"" ~i;l :~~ ----qp- .1 I ; ,/C &1/" ~ ~ ,<;l ~ :2: Ot;:: 0.,- rr CJ w en ~ ;:;, <:). ~ '~?-;.}o ..... ",. 'Y ~ - ...-:: ~. .> ~, .lr~t IlL I ~~______~~. r ,'<) : ',:: 1.. ',._ S31VS N3S80JVr-wo1:J W!S~:OI lOOZ-52-uer 911-J. ~1T1 iil& om -< l......J 1f~ ~l &~ \l~ 1'-' 'So. =:> o o o \ \ 0 (") I;t~ ~O ~." 3:N ~~ ~ X ;D< O:a :!IX gr: ~ F c::::--- ~ I I I I I I ~~ ~~ o o ~ m rn IT! Roger B. Chewning, P.E. 704 W. Linebaugh Avenue Tampa, FL 33612 Phone: 813-962-4392 Fax: 813-962-4654 Registered Professional Engineer #21780 HUD Compliance Inspector #M034 19 April 2007 ENGINEER'S INSPECTION REPORT Address: 37630 Gill Avenue Zephyrhills, FL 33541 We were retained to inspect the foundation system of a new manufactured home for structural integrity in relationship to newly placed and compacted fill, and make any recommendations for possible remedylrepair. FINDINGS AND RECOMMENDATIONS The home is a new double wide manufactured home installed on a lot that has a drop in grade from the front to the rear with a marked decline at the very rear. The drop in grade precipitated the installation of fresh, compacted fill to level the area under the home, but the rear of the home sits right at the edge of the rapid decline. Recent rain has washed a portion of the fresh fill away slightly undermining at least one pier pad. While the area immediately under the home at the time of our inspection was providing a structurally sound base for the home, the grading at the rear, and the ability of rain water to flow under the home, causes us to doubt this stable condition will last without some additional corrective measures: 1. Water must not be allowed to flow under the home. Other homes in the neighborhood have mortared brick skirting which is traditionally installed on a B~ ~ concrete footer around the entire perimeter of the home; if this (or something similar) is used, that would suffice; if not, the grading will have to corrected to divert the water flow away from, and around, the home. 2. Grading at the rear of the home must be stabilized either by adding more fill to decrease the angle of decline around the immediate vicinity of the home, lj<f-ft or by building a retaining wall to hold the fill in place now (even this approach will require additional fill). In both cases appropriate sod should be placed to help prevent erosion of the fill. 3. Any pier pads that have been undermined must be reset after correction of .. ~' ~ the eroded areas. <a; 3-' 1),.......- I "'11111'",,, L .-.r'" ,,(J ~"'~...~ 6. CiHIc~",,, _'H..I' -, .~[y~~-.... ~ ~ .:: ,,- ,eft 8. ~ ;: v _ . .... . ;-;;W-om: -".; .' ~::: C 5-15..06 FREE ESTIMATES 813 7156585 01/~/2007 10:38 /h fdl-5 B & H CONSTRUCTION OF CENTRAL FL, INC. 4025 MORRIS BRIDGE ROAD ZEPHYRHILLS, FL 33543 tt162 P.001/002 1/25/07 OOT.MHP 1-800-224-1206 A . 1218106 "''''LICENSED · BONDED'" INSURED'" SKIRTING"" STEPS >I< ROOM ADDITIONS'" ALUMINUM "'CONCRETE>I<* Lot #: 266 Subdivision: 37630 GILL AVE Lap Siding Color: Home Serial #: Home Model #: Beam Color: All aluminum roofs include: Pans, Trim, Gutter, Down SDouts, 311.3 Posts, and Flashing. 20 Pans 13 Ft. Long 25 Pans IS Ft. Long Pans _ Ft. Long Pans _ Ft. Long Valance......... ................... Gutter on Home... ... . .. .. ..... . . Beam Work 211.4 8M Beam..... .... ...... ...... 211.6 8M BellID........... .......... 14 211.7 SM BeilIIl.................. ... 211.8 8M BellID............... ...... 211.9 8M Beam.. . .... . .. .. '" . ., .. . 211.10 SM Beam........ ..... ....... ClI1port Gable Framing... '" .... _ SCREEN ROOM WALLS LapKP .:E.. + ~ + -E.. + _ = ~ LIF x Screen Door llicludes: Closer and Threshold............ Gable Fill one Side... ..... ....... Insulated Kick Plate.. .... ........ Fan Beam (not wired)............ _ Misc.: UTILITY ROOM WALLS Walls 13.5 + 23 + 13.5 + -- --"'.- 211.4 Studs 16" OC Shed Door and 1 Window .'.n Single Window (Extra)........... Bug Shield......................... 23 L,!F x Double Shed Doors.............. Gabl. Wall. + + + VINYL ROOMW ALLS - - Vinyl Wal1... .... .... ......... ... ... Inside Kick Plate............ ...... ---- Lap Top Inside and Out.......... - Florida Glass... ...... ... ... ....... Insulate Top and Bottom... ..... Doors include (2) 2 Track Units Threshold and Closer.. . ...... ... EA x B&H will not be responsible for any leaks in VINYL ROOMS X ~ Sq. Ft. x 4.05 - 4.69 .22!.. Sq. Ft. x 4.05 - 4.69 o Sq. Ft. x 4.05 - 4.69 '0 Sq. Ft. x 4.05 - 4.69 66 LIF x $5.23 - 62 LfF X $5.54 - 1 x. $157.96 LlF x $4.53 LlF x $6.24 LIP x $6.73 LIF x $9.13 LIF K $9.93 LIF x $14.38 x $102.00 = 50 = 0 EA x LIF x LfF x EA x LIF x EA x EA x EA LlF x LIF x LfF x LIF x LIF x LIF x $34.21 $105.37 $16.71 $3.92 $67.70 $38.88 $173.89 $62.89 $5.47 $45.04 $54.01 $6.33 $15.50 $10.37 $5.94 $155.09 CITRUS HOMES Date: 1/24/07 $0.00 $1,746.36 0$0.00 $0.00 $194.30 5492.00 Sl53.00 0$261.00 $0.00 $10,231.98 $84.96 $84.96 $1,099.17 $0.00 $403.56 SI,4{)1.84 $545.16 $36.26 $2,070.60 $0.00 $657.78 0$0.00 $418,00 $610.10 $0.00 $0.00 $693.86 $0.00 $0.00 0$3,960.00 $1,960.00 $100.00 $0.00 $357.00 SIGN: 0$0.00 DATE: FAX TO: 813-715.6585 FOR ENGINEERING. ,. --~~'-'----~ CONCRETE ALUMINuM PERMIT TAX TOTAL AU workmansblp and materials are gual'Ulleed for one year. A FINANCE CHARGE OF 1 Soy. per month w.1ll be a" .sed U id I . . ~ce. 01111 nnpa IItcounts In arrears. ANNUAL PERCENTAGE RATE onS% plus attorney's fees ifncccssary to COnccL ESTIMATES ARE ONLY GOOD FOR 30 DAYS. . GLASS ROOM WALLS Walls _+_+_+_=~ L/F x R System Insulated ~ x ~ = ~ Sq. Ft. x Glass Door.... ........... ...... ...... EA x - Hand Railing........ ....... ........... _ LIF x Step Railing.......... .. . ... .. . . .. . . .. . 2 EA X $1,053.00 Garage Door........... -!..-x--2- I EA x 0$1,518.75 Gamge Door Header -2- x --.!.... I EA x $0.00 Garage Door Opener _ x --2- I EA x 0$0.00 Misc: 0$345.18 $454.28 $157.96 CONCRETE AND BRICK WORK SMO Patio Slab.............. ....!..-x~ = ~ Sq. Ft. x $3.54 $87.36 Patio Slab.............. ~x~ - ~ Sq. Ft. x $3.54 0$0.00 Patio Slab.............. ~x~ = ~ Sq. Ft. x $3.54 o$o.ooPatioSlab.............. _x_=~ Sq.Ft. x $3.54 0$0.00 SideWalk.............. ...2-x.2L - ~ Sq.Ft. 11.$3.54 so.ooDriveway............... 2!-x~ =~ Sq.Ft. x $3.54 $0.00 Driveway Flair......... --Z.....x~ =~ Sq. Ft. x $3.54 Raised Utility........... _1112"...2..... 4" x $36.26 0$1,419.72 Raised Patio 6 C. ....!:.... x....!z:!.. = ~ Sq. Ft. x $9.86 Raised Patio 6 C- _ 11._ = ~ Sq. Ft. x $9.86 $105.37 Over 6 per ft per - ~ x...2..- = ~ LIF x $3.17 so.OO Footer 8xI2 Reinforced............ _ LIF x $5.94 0$0.00 Footer 12x12 Reinforced... .... .... 50 LIF x $8.36 so.04 Skirtine Footew................... m.~ LIP x $4.57 0$0.00 1 Tread Step...................... _ EA x $114.69 2 Tread Step......... ............. _ EA x $230.73 SI,944.00 3 Tread Step...................... 2 EA x $346.93 4x4 Stoop......................... _ EA x $285.69 S173.89 Brick Skirting Max 5 High $0.00 Split Brick Air - L/F @ _ Courses x $125.8~ !'[plit Brick Solid ~ 137.5 LfF @' 10 Courses x so.OO Fill Dirt............... .~....... -;:;- Loads x 0$0.00 Pretreat..... .... ....... ........ .... ..... ..=..... ...... Misc: 0$0.00 Lot Grading................ .......... 1 so.OO NOTE: According to the FL Building Code SO.OO a crack is not a structural problem until it SO.OO reaches 1/4" in width. $0.00 $3.36 $357.00 $22.99 $97.15 $492.00 $153.00 $261.00 ALUMINUM TOTAL $2.60 $2.88 $140.00 $100.00 x $357.00 Wo.: 813 7156585 04/23/2007 10:55 1588 P.001/001 ,/ ..". j .:!!,.: \. 1:~ CON. STRUCTIONI 01 CeaDal Plorlda. .lac. 4025 Morris Bridge Road Zephyrhills, FL 33543 813-782-1064 Phone 813-715-6585 Fax 800-224-1206 Toll Free March 28 2007 To Citrus Homes: Re: Lot 266 (Miller) 37630 Gill Ave. Grand Horizons Optioo 1 48'x42" high retaining wall ,ame width as home--------------E~ Option 2 58'x42" high retaining wall ten feet wider than home---------------------5679.94 Option 3 A 4 tread step, each tread is $115.00 and a step pad is $84.96--------------544.96 Option 4 Step railing for 3 treads of less only require 1 step rail, over three------- 97.00 each Treads are required to have step rail on both sides of steps. NOTE: Options 1 & 2 do not have steps or step railing figured in estimate. Handrail around the top is figured in. Fill dirt is not figured in nor is tax. I am guessing A four tread step will work.---------________________ 738.96 Greg Beebe Owner Option # Authorized By .~: 813 7156585 -" . /< / Ff 04/23/2007 11:46 >/ " JP ;l IO't-'3'1-- ;I?'4i' , !je REE.v Room moil/lt!;' HOMe- ,7()(J:J TrlcoiJst?;V _1:l!1t1 f!;..st"-,, Ir ( /bO .r ~ .- f .M ;:t.JI t A-S~ "1(;; -* P kJ.). R/~"j JX.3 ~ W~( I~ I 00 Lo T ol6C 3 ?~ 3 tJ CI Lt" /tvc , . (] ( !if U 5 j{oH-ft: 5 Jj.Jc/r [,J; dV;f L Q?, 't tc /J ) 1599 P.001l001 , ., c:)I~.o9& 3-/S-0 7 I ; to' /00 i,S 4 >/ ~rl.?EH1E~.Ir I ) r~ 0......... ].1 j i~ FES GROUP, INC. 9515 International Court North St. Petersburg, Florida 33716 Telephone (727) 576-2000 I?-e-/~,f- 7/- 6V32- FIELD COMPACTION DENSITY REPORT 1 Page 1 ofl Project Name 37630 Gill Ave. Date 4/03/07 Project No. SG07047 General Contractor Citrus Homes of Zephyrhills, Inc Client Citrus Homes of Zephyrhills, Inc Earth Contractor Citrus Homes of Zephyrhills, Inc Project Location Zephyr Hills FL. Weather Overcast 73 Gauge # 1 I Model # I 3440 I Density Std. Ct. 2167 I Moisture Std. Ct. 1628 I FES REP.: INP Proctor Dry Opt. Passing Material Description & Classification Source Compaction DensitY Moist. #2003 Requirement (pct) (%) (%) 1 116.4 11.2 N/A Reddish brown clayey sand Off site fill 95 TEST DEPTH ELEV A nON PROC. D.D. MOIST WooD. COMP PASS FAIL REMARKS NO. (inches) NO. (PCF) (%) (PCF) (%) 1 -12 Grade 1 104.1 9.0 113.4 90 X 2 -12 Grade 1 104.5 10.4 1I5.3 90 X 3 -12 Grade 1 105.0 9.2 114.6 90.2 X TEST NO. TEST LOCA nON 1 West side of building pad 2 South end of building pad 3 East side of building pad Comments I Approximately 2 ft. of fill placed in the south end of building pad Compaction density testing was performed in general accordance with JASTM D2922 zASTM D1557 Respectfully submitted, ~'I~ Donala R. Stites, P. E. Principal Engineer FL Reg. No. 42290 tAs~') u~ ~.,.-, V\A.~):2:)l Li-- LN-'\ l\. }~ .~ f,p:..- ~~oio:,.\fji..l), 't\ ,-L (=>'r'Y ~~M '~ 1'51~ 1'3rJV ,.(.b-Sr.::\ Lf I d.\ (~1 ~.~ FES Group, INC. ::'::::'::'::':'::::::'::i\:'iQ:"fc~jRE...'. , ~E..'.N..;~I. !Iiv-::<<<<< . . . . . . . . . . . . "i'\!I' IO::l::U . "Ill' :i;I :1::1:" ,". . . .". . . . . ,~,~~Wj,LjN:'i'is:::~i~I~ip~odTbjt:~#ttt8ri!: :; .,: ,', :.~:..~W..:.:.'.~:.:.:;:...:~...;....:..:....:.:.::~~~:.:..:......:....;: Citrus Homes of Zephyrhills, Inc. 37630 Gill Ave Grand Horizons Test Method: ASTM-1557 Test Location: Building Pad Material Type: Reddish brown clayey sand Client: Project: Project #: Proctor #: Test Date: Technician: SG07047 1 4/4/2007 NP MOISTUREIDENSITY CURVE 116.5 - _..T-r--T-- -r-- -I----~- -----rr"-. -I I 116.0 115.5 '0 a. I 115.0 ~ ~ 114.5 w o ~ 114.0 o 113.5 113.0 I I i I I '------ 112.5 4.5 6.5 8.5 10.5 12.5 MOISTURE CONTENT - % 14.5 MAXtMtI~tn~V!!n~N$tt~:iiiii:!!!i!!!jl~iJ:iiii"':':f:i!!ii:iiii!!!!:: O:eXlMUMiM01SmlUt:i:!::':i:i!iiiii!:::ii:i:ttD2i::!:i%iii::!:i::i!::::i!:: ......................-.....................................................-.......................... ......'.... .................... 9515 International Court St. Petersburg, FL 33716 Don Stites P.E. Principal Geotechnicai Engineer FL License No. 42290 Apr 12 07 11:47a CHRISTY' PETERSON 8628750703 p.2 POCKET PENETROMETER TEST RESULTS PROPERTY LOCATlON: .77'30 ~..IJ h~ Z-eyjr~j, I~/L Te;:Sl Locution 1+1 /5 ao psf X T~st Location i12 I )00 psf X Test Location #3 I~ao psf X · Test the perimeter ~)flhe home at six (6) Jocatjon~ · Take the rC.:lding at the depth of the footer · Using 500 LB increment. take the lowest reading and round down to that increment. x x X Test Location #6 JSOQ psf Test Localion #4 1500 psf Test Location #5 /l. ~ 0 psf SoiJ bcuring capacity used Lo determine picr layout; /.5'0 0 psf J hereby certifY that the above is a true ~nd aCCllIale representation of pocket penetrometer test resuJts taken by rot: at the above referenced location on ~ / /()7.2., 0 ") MontJl/ Day / Year if.( AJI;J /l4.,t,~ 1i1M~ S"f-- V;? I , Employer k:\r(l~kcIPCI1_ li'lll FES GROUP, INC. 9515 International Court North St. Petersburg, Florida 33716 Telephone (727) 576-2000 tf 4 q 3 -Z-pefifl'f I- FIELD COMPACTION DENSITY REPORT! Page 1 ofl Project Name 37630 Gill Ave. Date 4/03/07 Project No. SG07047 General Contractor Citrus Homes of Zephyrhills, Inc Client Citrus Homes of Zephyrhills, Inc Earth Contractor Citrus Homes of Zephyrhills, Inc Project Location Zephyr Hills FL. Weather Overcast 73 Gauge # 1 I Model # I 3440 I Density Std. Ct. 2167 I Moisture Std. Ct. 1628 I FES REP.: I NP Proctor Dry Opt. Passing Material Description & Classification Source Compaction DensitY Moist. #2003 Requirement (pct) (%) (%) I 116.4 11.2 N/A Reddish brown clayey sand Off site fill 95 TEST DEPTH ELEV A nON PROC. D.O. MOIST W.O. COMP PASS FAIL REMARKS NO. (inches) NO. (PCF) (%) (PCF) (%) 1 -12 Grade 1 104.1 9.0 113.4 90 X 2 -12 Grade I 104.5 10.4 115.3 90 X 3 -12 Grade 1 105.0 9.2 114.6 90.2 X TEST NO. TEST LOCA nON 1 West side of building pad 2 South end of building pad 3 East side of building pad Comments I Approximately 2 ft. of fill placed in the south end of building pad Compaction density testing was performed in general accordance with lASTM D2922 zASTM D1557 Donald R. Stites, P. E. Principal Engineer FL Reg. No. 42290 FES Group, INC. ~ . ' Citrus Homes of Zephyrhills, Inc. 37630 Gill Ave Grand Horizons Test Method: ASTM-1557 Test Location: Building Pad Material Type: Reddish brown clayey sand Client: Project: I I i I I I I I I I I i I I ~ :~.JJT:~~~I'Wrll~~~I~.i::::~::.:::~:: Project #: Proctor #: Test Date: Technician: SG07047 I 4/4/2007 NP MOISTUREIDENSITY CURVE 116.5 -- ------1-T- I T'-r-f--T"---r'''-''~--'l---I I Llll. I I I I I I, I I ! , l I ,+H +-H I I I i 116.0 115.5 U a. I 115.0 ~ Ci5 114.5 z w o ~ 114.0 o I J I ! -++-1 I I i . I I i i I i , I I I I ! 113.5 113.0 112.5 4.5 6.5 8.5 10.5 12.5 14.5 MOISTURE CONTENT - % i ------' M~XJMVM'))aY:n~N$.ltln;~!:::::::::::j1(;';4!':::::::::f:::::::::::!!:::: ......T...~................................................................................ Q~:..:~l~J.iVM~M.Q~$m~;:::~:::,:::::'!:!::'!:::!:~~~:'::':%'::~:!'::'::,::::::! 9515 International Court St. Petersburg, FL 33716 Don Stites P.E. Principal Geotechnical Engineer FL License No. 4229() Apr10 07 IJiJ45p CHRIST',' PETERSON 8638750703 p1 . ' POCKET PENETROMETER TEST RESULTS PROPERTY LOCATIO>J: 376:fO 6,11 .4v~ 2~lyr/.'/~/-~ Test Location 1/1 I ~O(> psf X Test Location #2 /760 psi" X rest Locution if3 /6 '() psf X Tesl the perimeter of the home at six (6) locatio ns · Take the reading al the depth of the footer LJ!;ing 500 LB increment, take tbe lowest reading and round down to that increment. x x x Test L\)~ation #4 ISO 0 psr Test Location #5 /6 () 0 psf Test Location #6 IS tJ 0 psf Soil bearing capacity used to determine pier layout: Ira 0 psf fJIL- 15'7D<{Jjr s fY!v{/)~ IiM~ ~f - '-1' dwAa. '"R Employer :::r 4. c.J ~.,: ~ fJ~ Ie 0/$ () "l Signature k:\[l<I<:k etpcn.lrrn . . . " yvt'1~f2- 'Ff \AAV\U)iJ1-') S"'J~ \ i'~iL- futE-,C:st;P I~ Customer: Melvin Miller 37630 Gill Ave Zephyrhills, FL 33541 100 60 ~ New Home Jacobsen Model 29' x 60' 29 60 Proposed Driveway 22 ,.. 100 REVIEW DATE'~\.-[ "'1 CITY OFZEPHY ILL~2~-~ J/J 4c BlJILDING OFFlCIALIJlC[':) D -, iO; ~ :, u., I,! Co ~,t-L", L'_ C:QMPL Y WITH ;\L~ Lh'U,. hBLE BUILDING, EL8C1R." i'u.- "LUMBING AND vlEChA l'\iiCAl.. CODES BUILDING SHALL COMPLY WITH ALL APPLICABLE CITY OF ZEPHYRHILLS ORDJj\iANCE Gill Ave. .. ::0 0 ~ ~ -i::O m " ,r- m N ::0 r-"'lI m ~tn 3" m -i () ~ () tD tB m ~ Om x l)) Ill- X 0 <D Ill)> X n(') x ;:0 ill 0. 0 50. () -i " <D -itn <D ~ ",m <D '" n "';:0 <D g~ "C <D ~ Ul 0. C c: 0 " 3 0.;:0 3 lD CD 0." 3 III 3 Z Ul CD '" > - - . m m ~ ~o -< ~)> a -< ~ =u 0; 'e:: :a. :a. !!!. 6"tn :a. ;:a. 0 :a. tn 3i Ul -- . .. m ::0 Z <D ~ 0;:0 " "'lI n !e. "U Z -i 0. 0 0. ~::o g-< o. n)> r- lD !!!. , :r~ m n 0 .~ III (') tD s:C') n '" gz Cb~~~~ lD 0- 0 3 z ~~ (') 0 C"TI 0 0 ;:0 n n p m '< om 0 "'m ~ ;:a.c ~ '" !!!. lD m .e:: "TI C -m n ~ooo'"D 3 -i ==I !!!. 0 "-" :v ;:0 ;:a. n ;:0 -<"'cncncn)> -< ~ 0- z 9;; zm -< ~ 0 '< -i "'lI::! -im <D 0 m g:~.s.::!~Q C lD " '" 9 ~ "" m C 5 i~ m:!! '" '" ;:a. (') ;:a. U> lD '" 0 ;:0(') ;:0 " z S. ~ ~o. " "II)> 0 0 m og>Q~~m 0 ~ 30 0 ~ "tJ "'" 0..... =::T<TlO m o co ::0 ;:om z ~ g: = CD" Z "V )> 0;" lD 3:0 z z 5 o ,g: SJ ~ -Tt 0 )> " 0 0 0 z (') ,,= -< m~ -i en g'~ ~ Co "TI ~ en 0 D:l m -nC:3a " (") C ,,'" (') e::(') ::r: " r- ::r: r-m :cmmmo< ::r: m 0'" m z(') o<D;:a. e m 0 ~ S'~ ~ III l)) 0 III 0 Z -Ie:: & '" ~ '" ~ ill lD ~ -l ;= "'lI. 0. ::0 0. m o'E. ;UlD-I~ 0 ~ () e lD () o - a; e (") -'" <D <D n <D n ~ <D !T" ~m::I:(') CD () Cil CD iil CD - ::T CD 0 ur1il <D lD '" 0 mm-< 3 ~ g, 3 !!!. g, ~ ~ 3 ::0 co- ;:JlZ-I:e o. l)) c: leg ::0 "V 0 5" 5" '" .l g 5" !if CO" 3:~-Ir= <D <D CD Z co 0 0. 0. 0 N 0. 3<= -c~r- () '" b Cil <D 0 -I " ::: :1)>)>01 ::T g, '" " " lD lD .:< -." ZZ3:m n .-i IDe> ,.,. Z "" ~ 0.- G)CoCii lD r- 9 tD !Tg 0. r- -< o .e:: en OJ ~ .Ill ~ ." .<D- ." ze:: '" 3 0> '< 3: 0. I ::0 83" " -1m 0 m ""0 - tnC 0 ..... c 0 ~r< (') r-o e:: 0 ;:a. ell 0 z PI m 0;' m -;:0 -n , III <D ~ <: " 0 o !!l-n m ..... III III -i CD3 co" ;:0 0 g, '" ;:0 ..... en m Q.-a " m- e:: g 0. lD ~ Ll"" C e "00 "V OZ ~ ..... n <Dz OJ ..- )> :I:)> )> ..... 0 Cil :!! ~p )> '''OJ en )> r- 3 PI !!!. ~ -< 30 !a- e:: " 0 (') <2: 0 ~ 0- ~ CD ""0 o men c !!!. '" 0. -",. Q'a (') "D a -i m2: 0 m DJ 0 e:: (') PI 30> Z ..... - m 0' ~ 5 C;; .~ Z "0 ~ :;- co ~ l:.'J :Jlo ~ ~ C1 Z lxi' -<: ~~ r> f\I '\ , C> "-J ;:r--. GI t 1 :1 ..... g .ID ~:S · en f Of r ..... <: ~ jlt r- -= '"0 i > t;1 ~ n ~ .... V) -< CI') - ~i ", z fT1 < - c ~ i m d ,r ~~ ~ i "c:;) H -f c:: - 'lit ~ J> '"'0 ~ r,,) ." ,... M -< - ~ p VJ n -f ~ M -t r % ..... l> ~ C -t -t ~ Z -t M l> jiO ~ -'" -t :tl- n r :t: '"" /TJ T- o ,... Or h 10" ~J 6,' ~~ " (h'" jf) .>> ~:: -iX \:' ,.., II ;; ... .lD . Ul )II( .... III at . ... " CD 4! I ~ 0 J ~ -= ~ .... :{ '1l '" -f 2 -0 ClooojI "'0 B ~i~ ~fli (Pl"z x ~Cl -. -Cl:1Co1 Cl:)Q) ... (j . NIft:~;Z (1\0\ CD C <.,It..) .... tel I I J> izp ~O' c:: _,.., ..00'1 a:Jgz 1..0 ~.-C1i - I t:; Z&~ o OfT) ..ow :> <: ..0 w'- ~Vl w'" ITl OJ .., ;tI -I No I W. ~ ;::J'rl i 1'1 r I'l ~ ~~tAJ :f'lr <: ! r-' t:~ -f :r:: , x ~ :> F; ,.. -; rrl c ; z: '" C;r ~ ""'1 "" :r. III '(\1 J ; ..,., ~ r .~ ~ "" ('> n ,,, Q C ~ & s;:-" . \r r\ ) -< ',:;' M J> ~ ;0 L ,. ~ ~ '"V -4 QlI c; a ~ -(' -' ~ ~ :x ~ )> CJ <:AJ > H l>^' -= r ..... f.'l r]; z i \XI c: ~ ,.., r (''i ~ ~ ~ ))- ,..., ~ PJ ;;0 i ...... I Z ... c;, . \ .. n ~ ))- ""0 J> n - -f --< ~ .... -- .... .~ C)..~ 1- \;; 6~ ~ 3.r !oJ ~. ur '\" .... ~I ..:. ~ x .,. ae ~ :<: II i . !fi ~ ~ ~ ~ C:<:;~-) q,;~j:''9A SHWS~TNN3I':wnsl.:j tr :<;f\ r.:c;:Wt;J-C'T_klill' I::d r D \) ^ ~ Z C) '1 o :::0 ~ ;:~~ ~ ~ " JJ Z 2 <n en ~ ~~ i ::c m en ::c m f ::c m )> :0 C """ '0 ~ m 0 0 ;;! z ...... ~ r= "'"l g>s.:;: !lo~ ~ :0 ^ ~ F 0 0 S Z -1m m ,"":;; ~ .m z ." () m~ ~ < ;::;.: ~ G) c;.!loC!> 0:0 m ii1 m en ." m ~...... ~ C!>';50' ~^ ii1 :0 ...... m en )> mo m ~ m i?=3 - ~ :0 ~ 0 g ~~ 5. 00 :0 o~ .....' ""'"i 0 0 0 ......00 ~1J +~/ m m ~ Z 0,_ ~hi m ~.~~ en p ~oe ......ii1 en mO ~. ~~!!!. om -< ~- ~1D;: ~ 3: 0 0 0 ~~ 0 o~~ , Ol ~ ~ 3:2 . !loc;. OJ (") (DC!> c:i? ~ ~ J;j~ 3~ 0 ~O ~ c;. ..... ~'T1 ~ ~ :EN ~m ~ ." ."X 5~ 3ZX 0_ .r- r- rn I I I I I I I-~ ~ 0 0 0 ~ z ~ en m m 0 ~ ~ ~ . c ~ 0 ::j ~ <p in ~ m ::j -< :0 !" ~ 0 ~ 0 -< m c: (R ." 0 Z ~ ~ ::j c: ~ ~ Z ::0 ~ Q m 0 l:lI c: Z j: ~ -~~---'---' -----..-.,,-. -...-. 'rl. ~ 0 ~ z ~ (J) en ~ ~~ i f~ ::c ~ ::c m m :0 !:j ~ fl! m 0 z E ~ ~~ :0 ^ ~ ~ ~ z r;:Im o!loS' ~ m ~ () G> ~~ ~ m ii1 m ~ m ~ l~ ~~ ii1 :0 ii1 (J) )> ~ m ~i-. 8~ :0 :0 ~ 0 W Q - of 0 0 ,... '" 1-~ m 0 o~~ ~1J m ~ Z ~hi m p ~o ~. en "'OOl ii1& lf~ en l~e: om ~, 0' - -< ~l a;1D::r. 0 0 0 \ \0 :) ~~~ &~ 3 0 !loC;O F- (") (D'" \If c:1? N=i 3~ m-< 0 c:::--- ~O ~ ~ \ ~'T1 " ~ :EN r-m ~ {i)" 'x 6~ t 3ZX gj= In I I I I I I ~ 0 ~~ 0 0 ~ 0 en m c: m ~ Q :0 ~ {'J ~ 0 . c ~ 0 ~ ~ in ~ ~ m ~ -< Gl :0 !" 0 " 0 m c: 2 ." 0 Z :l: ~ ::j c: . ~ . Z ::0 ~ ~ Q m 0 l:lI C Z j: ~