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Home My WebLink About06080259 CERTIFICATE OF COMPLETION This Certificate is issued pursuant to the requirements of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of St. Lucie County regulating building construction or use. For the following: Juilding Permit No. - 0608-0259 ParcellFolio Nbr: 2408-222-0007-000/9 Lot # Block: Subdivision: Occupancy: Factory Industrial - Illoderate hazard Building Address: 4006 MARlAR CIR Legal Description: 8 35 40 S 1/2 OF E 120 Ff OF W 165 Ff OF N630 Ff OF NW 1/4 OF NW 1/4 OF NW 1/4 (38) (0.87 AC) (OR 2599-2292) Permit Job CONSTRUCT 5000 SQ Ff METAL WAREHOUSE BUILDING ON NW CORNER Description OF THE LOT Perß1it Finaled: 02/26/2007 Contractor MEADE-BRANN, WENDY 6781 N OLD DIXIE HWY R & T ALUMINUM SERVICES LLC FORT PIERCE, FL 34946 (772) 465-6772 :::$~"':'.. . m;····:·: ~wnl1 {~~ j .... . .. .. < .,.. ......... II .. .... ....;r··~§wJ~r·;'...··.:·~· . ..···n . [! .......:.. . ::T1" 1'::...../;:. '·.:....n . ;.. :...¡ ¡r ··>·;·;T:7.···T··· . . ,..(~~~~~~: ..:. .~~..:;-;::~ RaYlTIond Wazny Building Official Monday, February 26, 2007 Date Printed NOTE: This Certificate of Completion is issued to the above named, for building at the above named location only upon the express provision that the applicant will abide by and comply with all the conditions of the Zoning Ordinances and all Ordinances or Building Codes of Saint Lucie County pertaining to the erection, construction or remodeling of buildings or structures. This also certifies that the electrical wiring and/or equipment, and the plumbing work have been inspected and approved. The issuance of this Certificate grants permission to occupy and use the property described herein only for the use indicated. Any change in use will require a new Certificate of Completion. POST IN A CONSPICUOUS PLACE TRANSMISSION VERIFICATION REPORT TIME 02/26/2007 13:13 NAME SLC INSPECTIONS FAX 7724626443 TEL 7724622165 SER.# BROE5J278862 DATE, TIME FAX NO./NAME DURATION PAGE(S) RESULT MODE 02/26 13:12 817725692004 00:00:25 01 OK STANDARD ECM CERTIFICATE OF COMPLETION This Certi'ticate is issued pursuant to the requirements of the Florida Building Code certifyjng that at the time of issuan.ce this structure was in compliance with the various ordinances 0'( Stfl .I-,u.cie COlloty regulating build.ing constroction or use. For the following: [fuil~~~~~o:_- ~œ~2~ '~" J Parcel/Folio Nbr: 2408-222~0007-000J9 Lot # Block: Sub(1i.vision: Occupancy: Factory Industrial- m.oderate hazard Building Address: 4006 MARIAH erR Legal Description: 8 35 40 S 1/2 OF E 120 FT OF W 165 FT OF N'630 FT OF NW' 1.14 OF NW 1/4 OF NW 1/4 (38) (O~87 AC) (OR 2599-2292) Permit Job CONSTRUCT 5000 SQ Fr ~T.AL WAREHOUSE BUILDING ON NW CORNER Description OF THE LOT Permit Finaled: 02126/2007 Contractor IvŒADE-BRANN, "WENDY 6781 N OLD DIXIEHWY R & T AL1Th11MJ1vf SER 'flCES LLC FORT PIERCE~ FlJ 34946 (772) 465-6772 I" III ill J 1 ..411 - 11 I JJJ UJ JIHWI I r 1 I Tf'\f I I IJI.- ....(ÀJJ, ! "q1 'ßT1onn"n Raymond "'azn)' Monday, February 261 2007 Date Printed n." ~ 1 ~~ y, rWr nt+~,...~ "711 2GÚf;-1c.·:~ ~ 1'3 ,'j(} Þt;st Guard Serv'(e~ 7725677873 JI.) 7724653252 P 1/1 ð6ð~ - õ Z~? St 1.AIde COUOty hllpeeUoDs 2.180 VJraIaia Aveøe REc EIVED ft PIerce. FL 34982 I NO V 0 2 006 (m)4Ð-2172 by:.-:- c--I CERTIFICATE OF TERMITE THEA TMENT -. CONS'I1tUClJON SOIL TUA·!MKNT PRRlt.UT *.A!!l., ç~- ..J ~ JOB ADDIISS_~3i'ð L ;72Þí Ah ,--?~_ D\.J l"Io.E'b IP~- æ~::~~;L ~~~~O~~ß Pe$-:;7Jo;;;~~/~lSø_ liifl~____- paST CONTKOI~ LICENSE . J8 qr¡r¡ O,l-~.~-~__~._~__ _ __ We, eM ~tped, bereb" cerdfy IMI .... ....e pm,.. tile abo-.deItdbed CODItnIdieD for IUlÞMlTØNa ___In ~ -WI......... ort.. N6uI Pnt ConU"al A~ ~uarc fat .".... ....W. S" (~ \ YJ ~ 11- II' \ -A_ hNen&... or ....n: ...__ · ),J. /~ ~ ...... .....:aa... / ( J ¡ -; (' .IJIII1r·or "'-"Ull!lDU.1 ~______~~_.___.._ C~ UMIÌ: ...i~A I'Ll 'J l1--:Lr( -- _ ~ ("~0 TotalltÙ_ 1Ia1!Ii: ~~ -~ . · . ~-,.. -;;/ r .. 1'hn1!! .r TrIJIItm2nt.w .-Æ ~.Af_/. " CJ Footing ::I Lit TIoat1Mbt r U ae"tœIJ tJ"Slab - ~sr TMtm.eat CJ Re·.. ~ Driveway Ql.~ tJ .Re:a (mat CJ Pools Q bt Trclt1m:sr.r U Re-trear LJ Other .......-.nu.. o tc~ 6,rn:ltmenf U fto-..re-at o Perirneter for Final Inspeclion ---..... ~ 'l' 1V<I1U ': ~ FDCl6U.6 ~·.11twIMIw n........¡."..,....",..., 1 It waMw,.,.""..)tIINIu 1'0-1 .", -.u I¥ ,fDffdtJ M rfD1iVlt ~ 1;......,CÄrf~".. ~,~,...., i. I ......,..,. p.'Vf.~. tJlf'1'" * pen- th pë,..Jt II lønllli "" ",IIi ......... e:v,yþ lAw...., IlItn#t,.... ~f C~!.~ ". air "..",. ."tJiIwf - ..",,¡_ ~ fig _ d811/1Ñ ,......." Mw ~f ",..1nIIiMIIII" ~ .,.", ~l ~~"'ØF: dill ~r of,ø;.. MNI. 10 MtIbli. . -tw* IfX:tJnJ r( þ4'.t«:tî~ ".... ¥* MIIJ ~ I1ørTWI ¥M1IMIIIþ,.",., ,..~ ;, .. .., dIIIIriM"..,.".., *"IJ N ~ INtM '" MIl ~ ~ 811 L8eII c-. ....... Círlr 0.--11 Nit. ~ CO,. rw.....st I ....18 III......... ~........ ftII,,,. ..... aU flit f "'I r- 111_.... III 1f;fIk~~ -... 'tA....œ-. 1>'" J -~~---,-_. -,_.~...~. .~--- NOTE.~ fhev JIUIU 6. · ~J....I.,..... ,..,...".,.... or,...".,... ~ 1IIÎ8/__ _... bt! 'Ii the jøi ,itø,. H 1IÙfW."., 1M.......,.. tI/.. ....ølN... ~ ~ ..ill foiI-. ..........'" ~ tor b-'IÞ1_" · -.a.......... ,,,.~ .r. I· , ~ I I ill A. M. ENGINEERI~lj AND TESTING, INC. 3 504 INDUSTRIAL 33RD STREET FT. PIERCE, FLORIDA 34946 LOCAL OFFICE: (772) 461-7508 FAX: (772) 461-8880 Client: Contractor: Site: R & T Aluminum Services, LL Client 4006 Mariah Circle Stripped Surface Report Date: Technician: Permit No.: 10/20/06 P. Kosh 0608-0259 . \\11.\\\ d Field Test Results Proctor Compaction Eleva- Max Test Date tion Dry Probe Dry In Min Pass/ No. Tested Location (ft) HCP H2O Density Depth Density Place Req'd Fail % (pet) (in) (pet) (0/0 ) (%) 10497 SE Corner 0-1 50 8.3 102.3 12 1 06. 7 95.9 95 p 10498 " 1-2 55 12 106.7 95+ 95 P 10499 Center 0-1 55 9.4 101.9 12 106.7 95.5 95 p 10500 " 1-2 50 12 106. 7 95+ 95 P 10501 NW Comer 0-1 55 9.7 1 02.1 12 106.7 95.7 95 P 10502 " 1-2 50 12 106.7 95+ 95 p Remarks: All elevations are below stripped swface. The field density tests were performed in general compliance with ASTM D 2922, Density of Soil in Place by Nuclear Methods The Hand Cone Penetrometer (HCP) test, in conjunction with information about the soil type, is empirically correlated to the relative density of the subswface soils. The laboratory Proctor maximum dry density was determined in accordance with ASTM D 1557. Distribution: Client - 2 Reviewed by: A. M. NGINEERING AND TESTING, INC. , to/Zl>/06 aul C. Martin, .E. Florida Registration No. 65051 IlServer-amelcompanylFort Pierce OfficeINetAppsILIITLE LOG BOOKICommercial JohslR & T Aluminum Services. LLC\4006 Mariah Circ/e\10497- 10502 Density A. M. ENGINEERINt.. AND TESTING, INC. 3504 INDUSTRIAL 33RD STREET FT. PIERCE, FLORIDA 34946 LOCAL OFFICE: (772) 461-7508 FAX: (772) 461-8880 DENSITY OF SOIL IN PLACE Client: Contractor: Site: R & T Aluminum Services, LLC Client 4006 Mariah Circle Foundation Fill Report Date: Technician: Permit No.: 10/20/06 P. Kosh 0608-0259 Field Test Results Proctor ComJ] action Eleva- Max Test Date tion Dry Probe Dry In Min Passl No. Tested Location (ft) HCP H2O Density Depth Density Place Req'd Fail 0/0 (pct) (in) (pet) (%) (%) 10484 9/30/06 SW Corner 4-5 50 10.3 113.7 12 112.4 101.2 95 p 10485 Center 4-5 55 11.1 111.8 12 112.4 99.5 95 P 10486 NE Comer 4-5 50 10.8 112.3 12 112.4 99.9 95 P 10487 1 0/7 /06 SE Corner 3-4 55 7.8 112.5 12 112.4 100.1 95 P 10488 Center 3-4 50 6.7 113.2 12 112.4 1 00. 7 95 P 10489 NW Corner 3-4 50 7.3 112.7 12 112.4 100.3 95 p 10490 10/10/06 S. Side, Middle 2-3 50 8.7 108.7 12 112.4 96.7 95 p 10491 W. Side, Middle 2-3 50 9.3 109.3 12 112.4 97.2 95 P 10492 N. Side, Middle 2-3 50 10.2 111.4 12 112.4 99.1 95 P 10493 10/16/06 NW Corner 1-2 55 7.8 112.4 12 112.4 100.0 95 P 10494 Center 1 - 2 55 8.3 111.9 12 112.4 99.6 95 P 10495 SE Corner 1-2 55 9.4 112.3 12 112.4 99.9 95 P Remarks: All elevations are below bottom of slab. The field density tests were perfonned in general compliance with ASTM D 2922, Density of Soil in Place by Nuclear Methods. The Hand Cone Penetrometer (HCP) test, in conjunction with infonnation about the soil type, is empirically correlated to the relative density of the subsurface soils. The laboratory Proctor maximum dry density was detennined in accordance with ASTM D 1557. Distribution: Client - 2 Reviewed by: A. _~~E~ING AND.' TESTING, INç. _ -==1Ji0J. . / I~ ~. :z-o/O,," //CØi, ,I ~Í?:7 '/ ¿o Paul C. Martin, P~E. Florida Registration No. 65051 l\Server-amelcompanylFort Pierce OfficeWetAppsILIITLE LOG BOOKICommercial JobslR & T Aluminum Services. LLC\4006 Mariah Circlel/0484- 10495 Density I I L C 5 M. era wfo rdArchite c t}-.J.nc . , Florida Æ~eg;stration #AR-091587 . P.O. Box 6511 Vera Beach. Florida 32961 Ph 2 567-1212 Fx 2 567-3519 RECEIVED FIELD DIRECTIVE ~JAN ~) 8 2007 January 4, 2007 To: Building Contractor RE: REVISION 010407 Permit # 0608-0259 SLC Project: R & T Aluminum 4006 Mariah Circle Ft. Pierce THE FOllOWING SHALL BECOME PART OF THE PLANS: 1. A23?s permitted in lieu of HGA 10?s at each truss to load bearing point connection. 2. Door headers shall be 2x12's in lieu of 2x10's as specified in the original plan. 3. The stair guard-rail/wall frame is secured to stair stringer using A23 clips fastened at 16" O.C. The wall frame is secured to a P. T. 2x 4 plate on slab, bolted 32" o. c. with ~" wedge anchors. 4. Anchor bottom of the stair to the slab as specified sheet A-4. 5. The south, stub wall extension is secured with straps at each stub stud at 16" o. c. to top and bottom plate. A23 clips are installed at maximum +/- 24" O.C. 6. Door 4 - delete louver. Doors 10 & 11 - solid core wood 3/4 hr door in UL steel frame. 7. Refer to the attached detail for mezzanine guardrail improvements. (Detail attached). End of directive. Chris Crawford A.I.A. ~ f\ V \ X .>\ ',.,. VX' \ qo1 U 010 j I ( U d ëo 1- f « "'C > f...O -~ > ~ { > ( '\ ( { ~ ~ ~ ( ~ ~N u ó )-VSUV ..Jt-c:aO ~Zu..O 0.... LIJ .. N O:E° UUJ..... o~ffi I- CJ::) I- '-"'" Q. L)W« z~:I: ::¡~U -~z ;;20;: zœ..- -«a1. UJ~o ~.tju.. ~:I:"" u...t-LIJ ~\n w ~co o..:f.t V') V) :J -0:: ~t- ŒO Ul- ~-,ß---,---- N gO- ....~ ~Lù ~N o :::::) I- ~ 1- lJ__---- <t'-~ ...J t--- ~~ LI..:t: ...U ~~ 5 ~4g- ,£ #~ ,,9- 4l ,v-$L I ¡ I 1 f f "'0 =z <(LU z:¡: -cu 2~ §@J ~ \j Z ~ U o ...J Cð ....-t )( N -' --...;..: C -c 0 ct 3: 0 UJ CO.... ~ ...J a2 LIJ :J C ~ 2 ;;¡:¡: t- LIJ u.. LIJ ;> U ~ Z · o~ :)~...zO. ~ u 0 ~ ~CIO ~~z. >1{Ï J-o ~ c( 7: :..J l) ~c~ Q..C LIJ ~ (.) ;;1 UJ >--,0 ~@J tttl lJ LLI ::) . ..J ... t- t- to NO~ u@J ~Oz :J ~ \0 ~~ >@J "'< ~CIO · Z A..~ ~ u ~ Ó ~ . l- N 3: @J U UJ ~ ,1 @J f m N ~ I- .c( LIJ o ~LL.~ ::JO~ V) LIJ 0 D..c-J > -. t.&J l'~ > & ~ z ì<~UJ L.IJ Z L&J ~::)~ .Z Q..~ t.o ~ N """'-""LLI c.I') C :E Œ~ UJ« ~~ ~-J N ...J ........< 3: LLJ ~ ..J Q.. Q.. o I- \Þ )( N uJ .....I 0... ~ ... S :J t- V) X U ~ L&J t= \0 t a.. \I) Z o \.n Q.. ~ ~ :s CO rrn \ o V\ 0- ~ V; \ ~i ~ ~ \ \-- \ V\z~ca ~LiJ""~ UJLlJl'« >~z~ ~fjzo Nca~1- ___aOe.. 3: 00:j~ a:: <t- ~~~V1 ~~~ :r; ~~ ~ ~ )( CD N @J I.L.I ~ 0.: ~ ~ ...J u.J ...Jo ~ëñ :I: U "'~ c.o a: x< LlJO c..ctl ~ . ~ ex UJ >- :3 ......... ,... ~ POSTED Å. M. ENGINEERING AND TESTING, INC. 3504 INDUSTRIAL 33RD STREET FORT PIERCE, FLORIDA 34946 LOCAL OFFICE: (772) 461-7508 FAX (772) 461-8880 NOV 0 9 2006 ~~ DENSITY OF SOIL IN PLACE Client: Contractor: Site: R&T Aluminum Services, LLC Client 4006 Mariah Circle Foundation Fill Report Date: 11/7/2006 Technician: R. AnkrOIn Permit No.:0608-0259 Field Test Results Proctor Compaction Eleva- Max . Test Date tion Dry Probe Dry In Min Pass/ No. Tested Location (ft) HCP H2O Density Depth Density Place Req'd Fail % (pet) (in) (pet) (%) (%) 10600 lO/24/06 NW Corner o - 1 50 9.3 110.6 12 112.4 98.4 95 P 10601 Center o - 1 55 11.3 111.4 12 112.4 99.1 95 P 10602 SE Corner o - 1 55 8.6 111.2 12 112.4 98.9 95 P Remarks: All elevations are below bottom of slab. The field density tests were performed in general compliance with ASTM D 2922, Density of Soil in Place by Nuclear Methods. The Hand Cone Penetrometer (RCP) test, in conjunction with information about the soil type, is empirically correlated to the relative density of the subsurface soils. The laboratory Proctor maximum dry density was detennined in accordance with ASTM D 1557. Distribution: Client - 2 ~!NE-'RING AND TESTING, INC. 'A~ ~~1t' ~¡/ L¡jÓ6 ~ .,' (P'" I /, ¡ .' '- / P ul C. Mðtin, Iì.E. Florida Registratiori No. 65051 : \SERVER-AA1E\Company\Fort Pierce Office\NetApps\LITTLE LOG BOOK\Commercia/ Jobs\R & T Aluminu,,__ SI:!rvice,'i. LLCf~4006 iWariah Circle I, 10600- 10602 Density