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HomeMy WebLinkAboutBUILDING PLAN PAGE 1-16SITE SET-Ull Temporary sanitary facility $halt be mailltalm" oil site Lay comorato blacks In ruhhlmo bond w/ successive during construction. courses lapped 1/2 of a unit, Contractor shot[ review drawings And On $Its COMAtIOM6 prior to Vertical Masonry KaImforrOM11t: permitting and start of cometructlom, Fill cells where shown am Drawings w/ #5 AdditIO11011Y, contractor shall verify [ocatlom of electric, telephome. vart And #5 dowel to footime for exterfor walls. wmtsr� gas & sanitary sewer service prior to start of contrUctfoM. Frovide blocklmo and deadwood As requIr" for Code if the contractor believes he Hine discovered errors and/or orrimloolotic compliance, fire blocklmo at wall Hume daufP"r ant In the Comgt�ucVlom Documents, he shelf notify the Architect In writing STXUCTUKAL STEEL for clarification before ProodedIlle With any Work, If the OOMVACtor Structural Steal shaft oomform to the latest editions of falls to give such notice & obtain written olat-Iflostfoll, he shelf be Ad5C specifications for the deafen, fabrication end reepomalivia for such omfoolom(s) and for the cost of ractify1he same. erection of structural steel and A5TM A-36, latest eAftlom. Contractor shall furnish or provide equipment, operations, labor & All f fold welds shall be repainted w/ two costs of rust materials. necessary to perform and complete the Project. Work shall be done In M000rcAhOd With OpPilCAbIC local, state & federal Inhibitime paint of the same brmmd amel type as the shop cost. building and saftay codes and with mamufactu�orls published Instructions. FKE-ENOINEEKEP STRUCTURE The Imtarmeallate frames. roof purlime slid frmm[mo chat[ WAXXANTEE be Components of 0 PrC-Ohelhearecl building structural Comtrmotor shall provide Owner with a full year Warranted On the system rated for FDC 1,30 mph, Exposure "C". Manufacturer shelf cht.lrety Of the Completed Improvement$ And atildlt[Ohf 11OtW(th6ta11dIh0 supply structural eirmw1hos prepared, slomad end Impression warromitees Issued upon lhdfvfJumi compohomts by mamufactut'ars or sub- sealed by a Florida licensed structural engineer. contractors, MISC. METALS The I year period boolms at date of Acceptance by Jurisdiction, supply miscellaneous metal@ me, required to complete structure and other components. SOIL - Clear the buildimo area of trace, root-* organics and METAL STUDS Unloso otherwise rioted am Plans, watt stuels shalt be 2S other dalaterfous materials. - 5ackfitt with selected ormmular matartAt In 1511 maximum ease am if larger aluminized steel stud *not track system. lifts amel compact to a minimum density e 95% per A5TM INSULATION D-1557. Wall Insulation shall be fully oemled RAS Fibarolas Itatte. Areas that are re-excelvated for foundation Imsts(Isti0m Wallis & roof of metal structure shot[ be Imoulated with either shaft be toosed and satisfy A min. 95% Modified Proctor Y or 6" vinyl faced Fliberalso bAtt 11191.11AVOM - IOGAtO 80 61101011 aloplefty. On DrAWfhog. Allowable gross so([ assure for foundation J0010h to C01111106 Over conditioned spaces with suspended acoustic calling 2500 pof And @half :arvarfflecl by mm fmclapstidetit teatime shelf be insulated With K-30 Flb0t`6186 bfitt,6- Imbratory. 15ultellme roof frioulatiom shelf be shall be Y vlmyl faced Fiberalso CONCRETE batte . Comaretcs @halt develop a minimum strength of 3000 pat at 2& days. Concrete ohmU be ready rfllx" per ASTM C-24. 0YI`SUM PLASTER FIRE 61"KAY UL Design #U-706 - min. 26 ease em(v. steal "I'molho umIto" w/ 11/2" REINFORCING flutes At 61 *.a., Wit OKACE "Momokote Tytpe MK-S'opray applied Itatriforcime atest ohmU be deformed. mew billet steel Im flreprooffho plaster. socordsimco wl ASTM A-615, Oracle 60 and detailed Per KOOFINO Act .515. Splices shelf be shelf be in socarcimmoo w/ Chapter 7 of - M5MI SX pamol 26 goes overlap system 0alvalume screw - ACI-31S. w/ a max. splice of 46 bar diameters. down eysterm - Install per Manufacturer's F15C 140 rnph 3-secomd wfmdzoho CONCRETE MASONRY acceptance. Comorete Mock Units shot[ conform w/ ASTM C-90. METAL WALL SYSTEM flaosmaht of Units Shfill be straight, level And Plumb mDmi Sic painted 26 sets "GmIvalume" overlap wall system shall be and true to a tolerance Of 1/6" In 10'. Installed par Manufacturer's F15C 140 mph 3-secohol burst acceptance Provide DUX-O-WALL stalleard weight all gslymmizaal #9 for the product. All compomomto shall be a part of a c1hele mmmufmot- goes truss reinforGimo at each third course of masonry urer's system, WINDOWS Alurrilnum storefront windows shall be I 5/4j'x 4" white powelercost f1mish wl "Low V Insulated. gray tint alsz(me. All fasteners shelf be stainless steel, spacing as real'ol for 130 mph, Exposure F15C wimalzoria. Imetmil w/mIm. footomer spACIM0 & per Details am these DrAWIhOO. HARDWARE Products [metal led for thle rrojact ohm[ I be brand, line & fIrll6h per listIme below. Contractor to submit (4) copies of Harelwmrs Schedule prepared by an Architectural Hardware Comoultant for review Lis Shop DrAW11106 before releasing material. 1-1111006 Heger Exit Devices Von DuprIm Looks. Latches, l0emolbolts Sargent Cylinder$ LCN Closere Ives, (Type 316 55) Push, ull or mop Plates Ives Flush �olts, floor & wall stops Flemko "remkote" Threasholcle Lockeets shelf be Sargent 6500 time, ADA favor handle 26P clull chrornefimlah. CAULKING Enorfor sealant 6114011 be TKEMCO "Mono", no substitution. POOKS Exterfor Doors - Hollow Metal - 0-60 omlv. steel 16 ease IhSUIAtOal door & frame. Imtcrior Doors - solid Core birch veneer flush Perot doors I m H M f romem. C91tAMIC TILIF carsmro tile at entry & beho ohnil be croseville Carainfoe "Cr000tfid'201 x 8" cartinifo mo*mlc.0rxJo2 color, em"clatl orout. Install per 55CCI &TIleCoumcf! of Amerlom Actalle w/ "floldble thinvot". ADA SIONAOE Provide. ADA comptiont sighs for all spaces, Imellostimli Equipment toome, Offices, Accessible Fastrooms mild exit routes. Mount per ADA0 requiroments on lock side of doors at 60" AFF. IPAINTINO SCHEDULE Feint small be first ormole products of 15amimmmm Paint Co. - Imterlor Drywall fortmer (1) cost Interior grade (atexalrywatl Primer �(2) two full costa matte latex Interior wood trim �1) soml-oloss latex Primer 2) full costs elose m1kyelltmtox Interior wood doors (3) coats full glass polyurathmme all based varnish 11rovice ADA compliant $tells for oil spaces, ImalloatImo Equipment Roams, Offices, Accessible Kestroome, Ord exit routes. Mount Per ADAO requirements am took aide of doors a 5' 0" AFF, PLUMOINO NOTE$ Comtractor chat[ Connect OahltSrY outfoll to permitted ostiltary service Point per Civil Emialmderlhe Cohotructlah Documents. Materials 1. sanitary Waste - FYC 2. Selow erode supply - Type "K" soft copper. 3, Above OrAde supply - Type V' Held copper, owsat-oal & flanged. riurneme system shall meet All requirements Of the F5C "Mach- 91110RI Code", Florida ADA slid local roqUirarridlItS, rrOVIdd All rermIts amel IMIPCOVOMS AS required. ELECTRICAL NOTES Electrical IhStAIIStl0i'llf SMA equipment &Hall be In Accordance W/ the requirements of the latest edition of the NEC (NFrA #70) as amended. slid all local and state codes In force at the time of 00116trUotloh, Contractor shall make final arrangements for electrical And tots- hahe service. arify transformer location And service polmts for utilities prior to Wals. Froyfec All necessary permits. All matorfal shall be UL approved & labeled. Ground system In accordance w/ Article 250 NEC. and loodochters s1hall be Square 0, ITE or approved equal. Provide a typewritten directory for each pamelboard. Raceway - 0 conduit shelf be EMT Outlat boxes shall omlv. steel for game size requIrcel, Sectional boxes will not be acceptable.. Provide oversize boxes & covers If required to proviela NEC wire cloaramice, Covert, shall be Type 316 65 w/ Type 316 55 screws. outlets shall be; moutiveal sit IS" AFF, Switches at 3' N' Ail outlets shelf have a bonded! ground with am actual copper O�oumd wire to the outlets 0 Frojcct Notice. FILE COPY 5hicc-t- IfI61cX Cover Project Notee A-1 5ull�lme Elevatlotirp A-2 Fouri,�atlom Plan A -3 Floor Plari A-4 Wall 5CCtforl6 A-5 Poor & W!mAow Petalle V-1 HVAC Plain F-1 rlurri�lme Plari E-1 Power Plam, Pamclbtoarcl & Load Calc'rp- E-2 Llehtlrie Plam & 5chedulc THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO AW CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT, 0-'MAYBE NECESSARy IN ORDER T0j$ COMPLY -WITH ALL APPLICABtJqqppJ '6, o? , ZS- I ST. LUCTE COL'NTy FIRF DISTRICT RE,ll,,IE�811) FOR CONITLIANCF SL-BJEC'T TO FIEL-11 "'�PECTIONJ SEEA7 P ON 1311r'" '"&Z= RENIE D�kTE: ST LUCIE COUfM PLAN REVIEW BLDG: DATE:, ELEC: PLUMS. DATE: V MECH: DATE. -37, L > L. u X L >l X 0 X >) P X U L < @ r L U 0 %) 0 L L () In la 0 C IL th L L 1@ , 45 '1Z 11) 91, — I X u -Z L L 0 - P CL 40 >) c 13 43 Ur a. E X LX t 43 () 0 l- it 43 0 U -) < - Florida 5uIldfirle Code 2004 edition as amended - Project Address - St. Lucia County International Airport - 130 rtiph - Exposure, licit - Project Name - Hamear Wl F15C Tal;,[e 503 Data - Allowal;,te, Areas F15C 135 rnph - Exposure "C" I Occupancy - Office / NFFA 403 - Group III Aircraft Hamear Type of Construction - 1115 - Unprotected, unspi-lilklered Allowal;,ta - One Story hairear max. area = 12,000 6-f- Allowal:llle - Four Story max. area = 23,000 0, each Actual Areas - Aircraft Hampir 12,000 S-f Four hour fire rated fire separation Office / Work Area = 2,000 6-f- i5wd(rie Pleeferfed as - main structure - enclosed A6CE Cateeory 3 (Industrial) Exposure "C" Irriportamca Factor 1.0 Meall 1:,ulld][no hcfeht = 34' Over Haile = 0' 0" iZoof Pitch 1/12 Imternat Pressure Coteff 1cfeirt; = 1.16 comipomclit;C7 & claAA1110 Mark Product Model # Manufacturer FDC Impact Attachment i ? HM door &from Dominion Selig. Frool. Yoe S/V'x "Its to str. f rams at 1211 o.o. 4&.19 Sall OH 00111110 door Aircraft doors WAW116 DmIltoll MW (MO sub9titutf0m) Oy 111,111ollho mmmufmoturor Yoe Yoe 1/2" thru bolto to atr. frame at 12" ox. rer sealsid oneltigarlhe details 43.5 4.5.5 Num. 6A & Doors ftries 4000 Arch Alum. No ror sealdel 0helmoorlmo datallo 2&.4 Itooffho thrif-fil6t6h0d WW Str. of America Yoe #1M wrows 0 e 0.0. FDC Zone 51 Voa. alsoWhord 45-5. Wall ramols 51P United %r. of AmerloA Yoe #26D sorwo 04"o.c. MC Zoms 5. V0.0. efoewhors 4.3.5 shutters 10W roma Wo. Yoe 114P X studio to str. f rame at roll 0.0. 40.9 (-) Sa-0 70.0 1070-0 (-)51.7 70.1 708.1 (-)03,0 43.5 1(-)109.- (-)63,0 70.0 0.0 55.4 109.' 43,5 109.' 75,0 r.) 7O,C ill have reviewed -the al:,ove cornpomomts & Cladding & have approved their use ill the structure to provide aidealuatic resistarice to the Wlh4 load$ &forces spooffiddl illy current code prov(SfOhS." W d) z .2! 43 1 4 Q L S- 43 Z IL 0) U- :1 < =3 0 t! R W =3 LTFN� Z, ormvfty L open thr extend 05 V 4" morose lower roof door support h(Oh 4611 43.5 -53.2 4 43.5 -42.9 -57.7 IN - I!!! ME , IiL� =NJ= vies x 27' G' h1oh r pamete aircraft door support 46.9 -63h 43.5 -53.2 osivalurno rooffile oyeterm Wcot Scale I/&' = V 0" Metal rOoffhe 7777- E LL -1 panels Metat trIM, roof & WAII panels autter C)S flaghlimo 12" umder wall pamoto \ �.-11 — — — --- — — — — — — — — i-H � -i H-i H-+ H-f 0alvalurric fabric awmfmo on ralm Sturm. frame deflector 8" Alm, Como, Colo, --53.2 E \ ---------- ------ ------------ oravity vents projected eable, cmd open thru aircraft door , support beyond outter & D6 kfrcraft ioor support otacklme pooftlom aircraft door support eq. = North Elcvatjom Scale 1/6" = V 0" THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER To -1 CoMpLY.WITH ALL APPLICABLE.CODE8.'. - 1, 1 1 art Ehfvatlofi scatoll/W=110" 2 F15C 1,30 MPH Wftu� Loade Comporiceito & Cla-�Idftio Fromi Ta�lc 1606.213 - Expoeurc-"C" Area > 100 —9.f - loadied arcs - r5F It 16.5 (:TW.5 16.5 05513 047.8, 43.5 (-)53.2 Koof Overhame From Tal7la 1606.2C 69.3 pe -e ,I counter mforolme 1 11 oft 31 rolt Alb bars iolder 25" n rear, wall CSOMC ac'cceolote Vinyl �Aoc w Closet typfcal rated partition mom. 6' & smaller sch. 40 PIVC Pipe, 3/4" MAX. ahmulmr space double "TrermstopW5" Intum- escort wrap stripe W, (6) full turms Around pipe "Tremstop MCK" prefabrIcAted ateel collar over wrap strip$ both sides of wall "Trormetop WW' Min. 1/*' thickness of ocatomt applied to Interface of watt And collar &collar & pipe both sides 1� Katc� Wall Fcmctratiom UL Pctall # WL 2125 t+, 321 0" aircraft door -147 str. Save Ht. support beyond open thru extend P5 V 4" across lower roof "al"ted (501valume fabric awm(ho on alum. frame wall & trIM system 121 011 ftr. Eave Ht. al oil K4 top alum. stu� Col. 6" elfa. come. 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Length Kcmarko F-1 210 11w x V 6" x L (3) #5'o comt. w/ corilcr �aro N/A rum F-1 otccl thru othcr ftg'o F-2 it 1010w x 2'6" x L #5'o at a" ox. �oth wayo, top & bottom 21 6" �6ar contimulcuo w/ F-4 F-3 1 4-1 arlw x 24" x L (6) #,4'!5 cont., #5 cro!5!5 b;aro at 4' Oil O.C. N/A aircraft door tracko Im f ootime F -4- ro I 0 rill oo[uarc x 3' 6" t #5lo at all ox, both wayo, top & �ottom 31,811 F-5 7 ' ro It oo[uarc x 4-' Oil t #5lo at all ox, �oth wayo, top & �ottorn 4101t F-6 31 0 it oo[uarc x 2' 0" t (4) #5'o at both wayc7 bottom 4.1 Ott F-7 4-' 0" oo[uarc x 2' Oil t #515 at all ox, both way!5 bottom N/A F-(3 . 1 ' 4-" t x 2' 0" w x 3' 1 . #4-'6 at a" ox, �oth wayr; bottom I N/A � - 50 X, J = anear WW-111 'G 2004- -130 mph Ipoourc 11CH . Q" q) iq i) I-N 0 (t . 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Notes it T?,EMG0 "Moro" cautkine in fol� 1 3070 13/4 Alurri. 5F 5F Full handle, push Oar, pivot h1hooe, old"io[t, LCN surface closer 101 Olt Emtry VIryl T11c Vlmyl * 01W Acour2t.lc HM HM mulowlim Ov. door &frmm LCN 2 3/4" slope. to exterior - check for it I 3 1100276 10 fteel 5tecl multi -panel, 120 mph wilt -up rollime aircraft door Office I Carpct Vfmy[ * D/W �Couoi�ic 10 0 pont;llme or leaks 0 corners prior to 5F installation 4 3070 13/4" HM HM Insulated HM osiv. door &frmrme, Ul. oxit, domoll;olt took, safety chain I - 101 oil Off !cc 2 Carpct Vlmyl D/W Acour;tic 5 3070 13/41, HM HM insulated HM eAlv. door Mrame, UL oxit,Aeodloolt; look, safety chain (3 120120 P_" 11/2 OH 00fliho ftecl peadioolt took, surface wital. throw/look, chain operator 5taff LoUmoc V(Myl Tilc V(Myl P/W AcouslAc 10, 011 - 7 3070 1 3/4" HM HM Insulated HM ostv. door & f rams, UL exit, diestalbolt look, safety chain & W Vimyl T11C Vinyl P/W M-Metal 9101, it _T6 306a 1 3/4 HM H M 3 hour rsW HM door Mram AW 3 hour r#W OH numajo rolline obutw, LCN o4, &loe j T"Mco M 0 0 n 0 TIZEMG 0" C'9ulk'no 'r,or' like Ins 19 F?140&0 1 3/4 H M H M 3 hour rsW HM door Mram AND 3 hour raW OH agon*Ao rallf" shuVW LCN todt dwics 5hOp Epoxy Vfmyl P/W lmy ll�ie. opcfl to otructurc 10 306a 1 3/4 ri Flush bfrch HM 11/2 pr himees. privacy lock, ADA automatic closer, klok & push plates 24 Omer, 6aivalurric oil[ Aircraft Hahoar EPDXY N/A metal Vimy lm6- �room fheh ramp, platform & otepe 11 306a I 3/4ri f Imehfmo to match wall HM HM ItuouloWHM piv, Awr &fr&tA ULtolft; Waty chsin, LNoutamlic clow, push Mick platas psimel color &ffhfoh - 12 306& 1 3/41, Flush �frch HM 11/2 pr himees, privacy look, ADA automatic closer, kick & push plates comthluous lenoth Virlyl blase (typ) f m�rfcste to match each Notico firlfsheld side of metal wall panels to face INI'0 6hop. OpChfho 13 40rob 1 3/a Flush �frch WootA overhead track 1:,ypass doors 4rect olue-dowrl ADA, Class "A" carpet 14 wroa 1 3/4 F[ush blroh HM locksat, 20" x 30" wood f ramod tompored elass tfto palhtcd Oalvalume 15 30roa It h HM (Ockea$,20"x5O"wooifromedt-empertidI etmoslite wall panels 1 3/4 W 1, fl L�! 0 W U [ C FbC 2004 - 130 mph - Expoourc "C" �D 6'0" wx*a" hfixeoll 3/4"x4" alum. etorlefr0htW/ V wim�ow NOTE: All lockocte & privacy locke $hall have, ADA compliarit tever hafidlcr7. tiom.: %ow-E" fhoulated ref lectfvc Orley otazftie. A A-3 0 Exterior Alum, 5torcfromt ............. ............................ I ........ I... ................... ........ ...... ........ .......... ....... ............. .......... ..... .. .............. I-- ....... 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'I - SON 11 bit cave licit / eatvalumc gutter & downspouts / 31t vinyl faced Fiboretme Ins. K-19 fibcretae insulation K-11 fibcrelae insulation , lizil efrt----� 311 vi my I f ac cd Fibcrolas Ira gable end beam endwalt Column atiele Clips to purlfms at .4' ox. min. wall off-ts 31t vlmyi faced Fiberolas [mr, R-19 Ffberelar, batts at I;iot. vyyvyyv I I I M 12 at 0 It tramalusocnt awmille engineered alum. owning frarric - 6061-T-ro alloy - hetf-arc weldei, fasten to top of cots. w� min (4) 3/6, x Gil etmitilces steel anchor bolte cost [Hto top of cotic. Col. a" dia, - 3000 psi Fiberrriceh reinforced Coro, columns w/ (4) #4 vcrt, 1 (4) #4 dowels & #3 ties a V Oil ox, :3�21 011 — 1'6t-ructursl cave Chell"Icered alUM. AW111ho frame - ro0roll-T-6 alloy Colo. w, min (4) 3/6" x ro" stalmloso st,col anchor �oltq CASt Into top of Coro. 001. (4) 3/6" x 4" triangular 1211 dfa. - 3000 Pei Coro. column wl (4) #5 vert. & #3 ties 0 12" c.c. at oil r t.n rellumil A III if 3000 psi Fiberniesh reinforced Coro, 1. .1 r 11 It I 1.,14 1 slab on treated, compacted clean Sorel fill cell(me 1-� Off Ice ceflItle slope out V from CL 1/2" DIW on I 5/a" x 3 5/6" 25 gage eay. .1. .1. . .1. .1. . T. .1. 1111-7- N\ N\ -7-777-77�/ steel etude at > 3" vimyt faced N\ N, Ffberalas ins /N. N, N. , -4 / `N/ K-11 /NN/ /N\/ E ti L W W fl 1, fl,�71 Fa rVal 5cctiom 5aoc otim. A\114\4 12 portat frame beyond y \Y/ V \y V V V y suspended acoustic Ceiling If If I I I I Off It it 11-N rim cut Col. w/ I I D/W vert. to 7' 0" AFF Intermediate f ranic if Anchor bolts - V dim, x V G" tome W-1 15 it Itzil olrt ' rnCtat 1-0011rie system atiold ctipe to purlfmc, at, 5' ox. m1h. K-19 Ffberelae Inc. - in wait slal� to roof K-19 f fberetas fmoulatiom -7- 1/2" D/W celline on MOM. ZX4 ealv. etude at O.C. 3fl vi Hyl faced / 511 lizil I oh-t/ Ffbcrotme batt Insulation metal roofffle system beam ?,-19 ffbtrolas fflaUlat[Crl I all y A A N, (—Y—Y, Office &ErltrycC11IM0 a I a It both cefilhe 5ath I 5hop mom. 2X4 08tv. studs w/ 1/2" D/W each aide, add ?,-11 Fiberolas batt ins, 1/2" "Homotoote" soundboard seat from Concrete Slat; to roof deck Off i0c imtermodiatc beam V \V/ V y V alum. stiffener plate$ - wold all arcum i to tubpe & plate mim. 6" x a" x.50" sium. Plato W/ (4) 3/5" x 41/2" Type 316 tafmiese stoo IHILTI "QuIck-15olte" to Coro. column C== it t U U � ;f I�Wmime Gommcotiom A -4)' Suspended acoustic Coiling 3 11 Vinyl faced Flberelae batt, Insulation NN 0 = = = = =: :11 R-19 f lberolas insulation V Y� V f V y \Y/ \Y/ V V 1\ y 1/2" DIW on viv. "hat Channels @ 2, Oil o.c.- extend V/W & f urt-ftle ell above f1mloh Ceiling 314"Aoubtcfoftcovcred "THEKMAX" foam board insulation - tape ail joints W/ My[ar "duct tape" , foam fill all penctratfome. mom, 2X4 Osiv, studs w/ 1/2" D/W each aide, extend 611 above fir. OCRing f5alvalume roof panels C preffril6hed eutter P5 > to L L IIII U 31t vfmyl faced I. '0' 1 0 .q) I Fiberetme batt% 43 UA Insulation P i� 11 cave. Strut r 41 r X. E L 5 >j L z 43 0 ox 0 < � Vj 25 r__ I it 10 th r L 8 M 11) , Go 0 0 0 L clear below haunch L -143 IL 4) ") "' 0 -C L L ID Zrol roll ox intermediate frame 0 < prefimfohed Oalvslurric wall Panels 4 hour rated walls - UL Design #U- 706 - 1111111, 26 gage OSIV- steel "facing units" w/ 11/2" flutes at Gil O.C., 2 5/8" mint thickness WR OKAGE Vonokotc Tytpe, MK-61 Spray applied fire- proofine plaster. Seat from floor to roof dcok. horz. "Z" 43 puribi at ftarphine U. weatherproof wall flashing - cut exist. wall patijels & Install 3 mill a', up behind them T sea[ wait -to roof deck add wait eirt 91) roof tire 4 hour rated firewail - UL Deafen #U-703 - min. 26 gage eay. steel "facing unite" W/ 11/2" f tutes at oil O.C., 2 5/a" min. thickness on chamilcts 1 2 1/2" on facime - WF, GiZACE "Motio- kote Tytpe MK-G" Spray applied f [reproof file ptastcr. NJ 93 5cal from 4-1 z r L IL intermediate OL f rame 4-1 IL % -q FASTENERS OF, ATTACHMENTS �1-t''RESPON8181LITY01"T IL HE CONTRACTOR OF RECORD CONCEALED FASTENERS OR ATTACHMENTS --- ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD FILE COPY 11 , 't. it N i�,� AU1*9WRAND ALL PROPOSED WORK vlmyt tile Moor & baoc vinyl baed fZ12 VIMyI -tile f loor & base Vinyl IPASO 41 � ARE SUBJECT TO ANY CORRECTIONS vinyl I:tarve 3000 Pat conc. etal� W/ GGX1010 t!" f�t REQUIRED BY FIELD INSPECTORS THAT WWM over .006" polyethylene vapor DER TO Omlv. steel 1:;mee track w/ barrier on treated, compacted clean 0MAy BE NECESSARY IN OR 41, 3000 PSI Como. otml� W/ ;*P APPLICABLE CODES. owder driven ottuds gam steel ivaec track W/ card fill ER CbMpLy WITH ALL 6OX1010 WWM It i2269 at 24 O.C. powicr drIvcM attui;19 I!,7S I I I If at 24" O.C. vimyt base IV x 12" thickcme :1 edoe of slaiv w/ (1') #5 cent. w/ corner I:iars ILI `��fl floor 7777777777.7- -7 wz!6912ir it= /7/7/� nmn rr"n , F/7�77 ,7,7/7 7\'7'171 /,7 �77 77/ /7,7/7/ ��,,;NINl X X N 15as \ I .. ... V finish floor Nk ....... �7 /NN/ 7/7-� N X /NN/ /A -�7/ 7/ 7 —/\,7\/ 7\7 \7\- N/ '7N7/ 77 75 X .4 N N N, N, N\ 7 NN//N�//NN//",/\ ,N/ NN/ X';I,/ X X N/ N N I/\/ N/ N N —X N N/ /�//NN//NN//,\/ N, N/ N/ N/ N/ N N/ N, \ / /' `N/ /NN/ /,'/, \ , , .. -. / /X/ /,N/ /NN/ /NN/ X /NN/ /NN/ N/ N, N, /I X A /\/ � `/ /\(I Z I� -/j, X t/ N/ N/ x *te&lc AN /NN NN NN /A //N /NN/ \ NN/ N -7, 7 77 N, \A/ N NN x -�7 N, x A Ir\ll\ N N, N \N// N,\,/ N/ N, X X// >VW N\ NN 1\1 I I I N/ N/ NN: /NN N, )(:011// /�\`// YV:pf - - - - - - - - - - - - - t � r�// �/ I \ \/ X yl(/ X/ NN T ` 71 N\, A-4 A-4- V Off LL ks) A t::3 �5 Q) -F 43 0 =5 of .9 'A' A-5 Calvalunic roof pamcle pref We had outter & D5 F[berelas fms gable chd bearn cave strut etidwall colurnm wall off -to 25111011 fhtcrmied1atc\-W clear below hautich = 26' 6" f ramic prcfimfehcd Galvalumic wall pahCtS 6 11 v(myl faced Flbcrelas Ims, 5outh wall omly structural "Z" efrts Aircraft Haflear eal�f�dmd trim back brace to secomel frarric time soffit to match W NOTE. door rummir be hot. rotted ASTN scotloms, mot built 5fze per door head quirerramts of 5t5C wfmd z0fic Aircraft Haflear over doors efibtd Cmd trimi ro it vimyl faced Fiberetas Itid eabte enc-i beam door header clear OpChlflo liclelit �- 27' ro" ( f= -11 six pamol �,A -4 m(rcraft doors -11 51 L) it (NTS) I I I E A-5 L 43 E 0 Fa 40 U ox 5i Q. VTK from eamitary Hear 0 t 0 % ap 0 L or 43 4 Type 316 55 clamp ire I - L ? 43 E s. �% U :3 % 'r >) o L oX A pro-molAed Neopreme "boot' +1 flaeliffie r L < 55 screws at 2" ox 4) L J&D aroumd perimeter moor 0 r Q.4- L Pt 43 3 �041 o L 1[Lo-%;1+)jL % double stripe L.0-24)L-r -% 0 38 0. 0 of "rope" caulk OX o L L V ob 41 4) 4) >3 4D H IDL L-C 43 metal rooffne pamels 43 lllum�ffle \/Cflt on 12 1 11/2" dim. alum. -tube ralls 0.5 x 2" alum, kick plate 211 above ramp I 1 11611 ADA K,�i M I Pi" 5ho 1 5calc 3/4" = V01' CONCEALED FASTENERS OR ATTACHMENTS AAF THP PFqPnmqiRn ITY OF THr (clear to wall) (NT5) W[ SOURACTOR OF RECORD at 0 It handrall extemefo M step (NT5) I 0 i6 Q S- 43 PAN 11/2" dial alum. tube rails 0 Lo 7S kick plate .7 ro 1L x 2" x 1/4" amelc supports at, 4' 0" ox, W/ (2) 1/2'. x &I atichor bolts at amelc ------ 20# steel ral[ for door C:1 L tracks, aotfigles mot s— acceptable Q C011t. base ahold comt. baroc afield fill recess wl 3000 ps( comc. 40 orout after Imstallatiom SE PLANS AND ALL PROPOSED WOR levellhe of door tracks A D A rn H,,�i �i 0.oq rARE SUBJECT TO ANYCORRECTIONS amchor bolts amchor bolts top of track - 3/4" below Hamee->-�-� REQUIRED BY FIELD INSPECTORS THAT I T - wheel rake comc. at cdecs of track fot #5 comt. IN URDER < clearance 'COMPLY IN q WITH ALL APPLICABLE CODES.� #5 dowels 50alc 3/4" V 0" #5 re -bar at 4' 0" o.c. - I At 41 011 Old, extefui 12" Ifito F-1 imeldc it it 1/2 closed cell D structural time 1� f�arri cxp. jt, . . . . . . . . . . . . . . . . . . .... A.'. f hifsh f toor LIJ X . . . . . . . . . . Nx X'/ .. . . . . . . . . . Ir , /N\/ /N I I � 11 rr r /\ �\ 17 //N //N 'N /3)4\ /�O( 1� N/ N N x //\Ir/, X /,/f N N N I N \\7 li,\, 77777/7\77 �7 Lvl, it \/I 7, 7-4 E�, x I T/ lie x R-Ij I I I_- 1-1-- " 1 -5 bCyOhd 5calc 3/4" 7:: V 0" 5calc Z14" =I 0 -------- ------- , mmia 5tructural IT' eirt exterior wall paricle 24 eaec 0-90 hot 01p ealv. dr1p - frisert rfilm It 3 umdcr wall pariclo - weatherproof w/ (2) strlpo of 15uttcr "Farilaotic" rope caulk before t(ohtcri(no panel to wall con- mcction /2U A-6 24 ea0c oalv. hood at each cxtcrfor door door e) 0alv. steel Iro ea0c door f rarric - back-pafmt w/ coal tar epoxy rubber ellcriccre HQV, Hfl� it Exterior 1�atc� Pooro Scale - 3 V lot[ Kalm hood at each oxterlorWlhd0W stop& easket it 1/4 olac's per 515cci requIremorlts A-6 =94. H a ii 0,c r Hanocr hol[c)w metal ojalv, steel door & f rarric rul;�cr eflemccre & wetherotrippine prcfWehcd Gaivalumc trini at door �ramc pi-cl-Inlehcd Galvalurric wall panels Hovo jel.-M t- Hameer to 5hop - 2 hour ratc� 2 hour rated UL label galv. steel f rarric 2 hour UL label door fully bed throolholol [in ocalamt caulk FEMKO #224A alurri. APA threshold -okfd Temkote" w/ tiom 1/211 max.orop �� N; - - - - — vil F i' r f, oor 5 Alumimuni 5torcfromt v ffisulatcd, rcf lectivc orcy olazltie urilt elazIlle stop a oalv steel 16 . TKEMCO "Momo, caulk eaoc Wmdow f ramc - at wall parict/f rame -palrit w/ coal back fully bedded all arouricl tar epoxy XVarble elli bcacl FT 2x4 oW blockfi-le steel wall eirt mom. 15/8" x 2 5/5" stool otuds it �t 2'0 0. ealv. corhor 1:;oad rvC "J" 1;orad at & jaml:;o Imsulated "Low V glass lh 13/4" x 4 alum. store- f romht w/ Arch Alum. powAcroomt f1hieh, color selected i:ty owmcr. 50ale - 3 1 0 I zon 2c 41� c) Poor see schedule FEMKO #224A ADA threshold w/ rion- okid"I"crrikote" f Irligh pour walks flush w/ bottom of 1/2" recess CaUlk 7 A-e 3 hour UL label overhead door assembly ------- I -------- ---------------- jamb charlmc[— �ructiom Vcr'f wall COMO it P/W mom, 2X-4 25 oaoc ealv. metatetude wood 2x,4 b[ocklmo all arourld H M f ramc rubber of1cmccra door hitcrior HV 'THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT. MAY BE NECESSARY IN ORDER To COMPLY WITH ALL APPLICABLE C*JS� Cvalvalurric wall panels 4 hour rated wall - UL PcOlOn #U-706 - mfti. 26 One ealv. steel "facime uti(to" W/ I flutes at 6" o.c., 2 5/a" mfm. thIckricee W�, GKAGE "Vorio- kote Tytpc MK-G" spray a piled f(reprooffn,3 plaster. p 5cal from floor to roof dcck. 1/21, P/W tiom. 2x4 20 eaeo ealv. metal studs o� 2x4 btockfrig wo all aroumd HM f rarric rubber ollcricere 3 hour UL labeled door & f rame steel wall 1/2 A! r c r a�t 011. >. . . . . . . . . . . T: It 1 Off !cc 11110 DIW partitloti 111111 cxterfor walK 2 1/2" -T ------- pariclis .... ...... . CXp, jt. hour ratc� -6 Alumifium 5torcfrofit Alumifium 5torc�romt metal E 's 43 i Q 44) ,---'wall parole L 43 % :1 0,10 24 gags 0alvelume Z 1:tase f lashing 10, r 0 comt1huous 24 gage x 4" X 0alvalurme cleat strip W/ E L >)% roof (mo scrawe at *ox. :3 % >) LID M all siomo. 4� X�) #12xv, roofing %rowe —I,- rj L 0 G" 0.0. slame clest 0 0 < 19 Ali s> N L r 43 43 reefliamt filter strip L ID 043 a b 0 L urldoe edge of flmohlflo 4 1- 0 -% 3 43 IL L Do 41) L 41 a.2 I C L L T L 4) ID 1) ID %) OX X LX to 15 43 0 L.Lp \�stoel puriftis to fastsh etiels of wait pariels per MfYs. F15C 1W mph faftemfmo schedule Flaohl M Extcr(or jaml:; trim Imehirio a,3/4" door jamll;, chahmel door otats Wirld took Im floor per 515CCI acceptamce for 120 rriph wimel zome. Az---i NT5 ATLA5 "iZoll-lite" Modet 623 1`15 oatvanlzed, primed eteel overhead service door w/ Type, F-3 etats, 16-0" w X t z r 161-011 h w/ witidlooks shot weathatretrfppfele, rillmirtium 0 55ccl 110 mph rating. 41, Locat Kcp: Ti-f-County Doors 335-71657 2 S- zt) IL 0. H. Door Jam� LL FILE Copy roller -------- OH door otructuralframine it I 0 ---------- 70 Hampr E head trfrri & f lashime jamb chariticl xtcr or OH 1�oo '0� ...................... S 75 3- 0 I, 1L q) =3 !9 6 W zc- Exterior LU i 10T I ELECTRIC WATER HEATER SCHEDULE A,D, SMITH MODEL 80 GAL STORAGE CAPACITY, XX KW ISEE FLOOR PLAN W F F�7, ELEMENTS-480V-V-60— WIRED FOR CONTINUATION UNION llYP)----_____T_� BALL VALVE (TYP) EXPANSION TANK EQUAL TO FLEXCON MODEL PH-5 2' WIDE 16 G IX CALLON ACCPTANCE VOLUME COMBINATION PRESS, SECURE TO WALL TEMP, RELIEF STEEL BAND, nn W/ WOOD BLOCK- 0 101 AND ING AND BOLTS VALVE COPPER PIPE - SIZE PER MANUF. WATER HEATER—, "'��TERMINATE OVER FLOOR SINK C.1 BEND, — 5- DEEP 22 GA—,\ GALV, STEEL PAN W/ HEMMED EDGES AND SOLDERED ,;-D WATER HEATER DETAIL NTS V COPPER TERMINATE OVER FLOOR SINK MAY EXTEND AS A WASTE OR VENT CHROME WALLCOVER & SCREW WALL PLUGGED TEE W/ CLEANOUT FLOOR LINE I/B'C.I. BEND BALANCE OF PIPING SAME AS CLEANOUT TO GRADE, P WALL CLEANOUT DETAIL \\�' NTS PLUMBING FIXTURES FIXTURE TRAP VENT CW HW REMARKS Briggs #xxxx ADA Conserver 1/2-chrome ptated brass watt WATER CLOSET INT. 1-1/2� 1/2' stop White, Disonite Model. 95 (loottom owtiet) open Front seat Briggs #6603 Whitman watl. LAVATORY /r-L 2' 1-1124 1-112- 1/2' 1/2' hung, Gerber#80-43-430-66 w/ ADA hand(es, white ADA trim E,L, Mustee 4 ROGG moided drop In KITCHEN SINK KS 2# 1-1/2' 1-1/2' 1/2' 1/2 Gerber It 80-43-430-66 wl ADA handies, Grey granite, seat to potymar counter FLOOR DRAIN /FD\ 4� 4�4- 2" --- --- J R Smith #2010A American Standard 'FLORWELL' #7745D11 sink with #8344,111 SERVICE SINK 2# 2' 1-1/20 1/2� 1/2' faucet, Clrlcago #293 LK HOSE BIB 1/2' w/ vacuum breaker A,O.SMITH #DRE-30, 30 galAon WATER HEATER --- --- V 220 VOLT/60HZ/1 PHASE, (2) 4.5 KW ELECTRIC WATER EW 61 1-1/2, 1-1/2� 1/2' --- COOLER EMERGENCY ES 6 --- --- 3/4� --- EYEWASH/SHWR I CLEANOUT AND ACESS COVER� TOP OF COVER TO BE FLUSH W/TOP OF FLOOR, FLOOR LINE BALANCE OF PIPING SAME AS CLEANOUT TO GRADE CLEANOUT NOT TO BE LOCATED IN CARPETED AREA, FLOOR CLEANOUT �11 NTS AS TIGHT MANHOLE AND COVER FOR INLET C_ T13P REFORCED FOR TRAFFIC ANTICIPATED 6'THICK CONCRETE PAD---� 36'DIA. PRECAST M HOLE BARREL SEC, - INLET b. PRECAST CONCRETE GREASE OR SEPTIC TANK- 1/2' SAND CUSHION ELK- xNEE-N T' (D REMOVABLE SLAB OUTLET SOLID MANHOLE COVER ,!:::�GRADE OR PAVING IAS REQ'D LEVEL STILLING PARTITION OIL SEPARATOR \,223,,/ NTS CE 2 1-112" 01 11IL SEPARATOR 40 PVC OUTLET R�ser D � a q r am GROUT SANITARY PIPING CAST IRON TEE WITH C.0, PLUG N,T�S, SEE SITE PLAN CONTINUATON. SEE SITE PLAN FOR CONTINUATION. (5 1 . 24' - /'P"� EMERGENCY EYE WASH & SHOWER \1�1 INTS umblin ZHB Or % ar I !, , �4' 4h FILE � JUN PLU MBINCI Notes Note 1 - RS & RL piping, size & configuration per manuf, re- commendation Note 2 - Provide water hammer arrestors equal, to Precision Ptiumloing Products Model, SWA, sized ard confiqurecl as; per manufacturers recommendations. Provide at the erds of al,( main and branch piping runs and in vacinity of aU fush va(ves, sco'i,ei 1/8:--l'-O' FPLUMBING SYMBOLS SYMBOLS ABBREVIATION DESCRIPTION W WASTE OR SOIL ABOVE GRADE W WASTE OR SOIL BELOW GRADE VP VENT ................. CW DOMESTIC COLD WATER HW DOMESTIC HOT WATER CD CD CONDENSATE DRAIN 0 CO FLOOR CLEANOUT I>< SOV SHUT OFF VALVE 0 FD FLOOR DRAIN PIDIC, POINT OF CONNECTION VTR VENT THRU ROOF SHUT OFF VALVE (BALL) Hose Bibic w/ vacuum creaker L L �'o a, C 0� woo U L j L L OWL 4 L 0 L 0 - -IM - L '..i LL 0'.0 W t�c 0.1 oun O� Li LLJ U r—A U ID Lj Li U ir) LPJ U D > L' to Z Lr) 00 cu CU 01, 00 U CU OD N a, N cu N I LLJ -Y U :5 0 ILL] L 0 06 0) C CS pi� a: Sheet P — 1 0-IF I 2. 3. 4. 5. .3 MECHANICAL OUTI-INE SPECIFICATIONS MECHANICAL GENERAL PROVISIONS A. THE WORK OF EACH OF THE MECHANICAL SECTION-9 INCLUDES FURNISHING AND INSTALLING THE MATERIAL, EQUIPMENT, AND SYSTEMS COMPLETE A§ SPECIFIED AND / OR INDICATED ON THE DRAWINGS. THE MECHANICAL INSTALLATIONS, WHEN FINISHED, SHALL BE COMPLETE AND COORDINATED, READY FOR SATISFACTORY SERVICE. B. ALL WORK UNDER THIS CONTRACT SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND FLORIDA STATE BUILDING CODES THAT GOVERN EACH PARTICULAR TRADE. C. THE CONTRACTOR SHALL MAKE APPLICATION AND PAY ALL CHARGES FOR ALL NECESSARY PERMITS, LICENSES AND INSPECTIONS AS REQUIRED UNDER THE ABOVE CODES. UPON COMPLETION OF THE WORK, THE CUSTOMARY CERTIFICATIONS OF APPROVAL SHALL BE FURNISHED, D. NO MATERIALS OR EQUIPMENT SHALL BE USED IN THE WORK UNTIL APPROVED. BEFORE SUBMISSION OF THE SHOP DRAWINGS, AND NOT MORE THAN SEVEN (7) DAYS AFTER AWARD OF THE CONTRACT THE CONTRACTOR SHALL SUBMIT FOR APPROVAL A COMPLETE LIST OF MATERIALS AND EQUIPMENT WHICH HE INTENDS TO FURNISH, GIVING MANUFACTURERS AND CATALOG NUMBERS. A COMPLETE LIST OF PROPOSED SUB -CONTRACTORS SHALL ALSO BE SUBMITTED. E. THE CONTRACTOR SHALL EXAMINE ALL DRAWINGS AND SPECIFICATIONS AND SHALL INSPECT THE EXISTING CONDITIONS OF THE SITE. FAILURE TO COMPLY WITH THIS REQUIREMENT WILL NOT RELIEVE THE CONTRACTOR OR RESPONSIBILITY FOR COMPLYING WITH THE CONTRACT DOCUMENTS. F. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF THE MECHANICAL INSTALLATIONS. REWORK OF COMPLETED ITEMS DUE TO IMPROPER FIELD COORDINATION SHALL BE AT THE CONTRACTOR'S EXPENSE. G. PROVIDE SUFFICIENT ACCESS AND CLEARANCE FOR ALL ITEMS OF EQUIPMENT REQUIRING SERVICING AND MAINTENANCE, SUCH AS VALVES, CONTROLS, DRIVES, DRAINS, VENTS, STARTERS, SWITCHES, FILTERS, TRAPS, AND MAJOR ITEMS OF EQUIPMENT. H. THE CONTRACTOR SHALL PERFORM ALL NECESSARY CUTTING AND PATCHING AS REQUIRED TO COMPLETE THE INSTALLATION OF THE MECHANICAL WORK, PATCHING OF WALLS, FLOORS, CEILINGS, ROOF, ETC. SHALL MATCH THE ADJACENT SURFACES. THE CONTRACTOR SHALL PREPARE A COPY OF A RECORD AND INFORMATION BOOKLET. PROVIDE THE FOLLOWING DATA IN THE BOOKLET: I CATALOG DATA ON EACH PIECE OF EQUIPMENT FURNISHED. 2 MAINTENANCE OPERATION AND LUBRICATION INSTRUCTION ON EACH PIECE OF EQUIPMENT FURNISHED, 3 MANUFACTURER'S GUARANTEES. J. ALL NEW MECHANICAL INSTALLATIONS SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR. THE ABOVE SHALL NOT IN ANY WAY VOID OR ABROGATE EQUIPMENT MANUFACTURER'S GUARANTEE OR WARRANTY. CERTIFICATES OF GUARANTEE SHALL BE DELIVERED TO THE OWNER. C PIPING, FITTINGS, VALVES, ETC. A. PROVIDE ALL LABOR AND MATERIALS NECESSARY TO FURNISH AND INSTALL ALL PIPING SYSTEMS ON THIS PROJECT. B. PIPING AND VALVES SHALL BE AS FOLLOWS: 1. SANITARY SEWER AND VENT PIPING, BURIED AND ABOVE GRADE: DWV PVC OR SERVICE WEIGHT CAST IRON HUB AND SPIGOT PIPE AND FITTINGS - ASTM A74, AS NOTED ON DRAWINGS. 2. DOMESTIC WATER: ABOVE GRADE: TYPE 'Y' RIGID COPPER TUBING OR SCH.40 CPVC PIPE AND FITTINGS. DOMESTIC WATER: BELOW GRADE: TYPE "K" SOFT COPPER 3. COMPRESSED AIR AND VACUUM: ABOVE GRADE: SCH. 40 GALVANIZED IRON PIPE, SCREW FITTINGS. 4. PROVIDE ALL VALVES, FITTINGS AND ACCESSORIES REQUIRED FOR A COMPLETE SATISFACTORILY OPERATING PIPING SYSTEMS. 5. PLUMBING SYSTEM SHALL MEET ALL REQUIREMENTS OF FLORIDA PLUMBING AND MECHANICAL CODE, FLORIDA ADA AND LOCAL CODE REQUIREMENTS. PROVIDE ALL PERMITS AND INPECTIONS AS REQUIRED. HEATING, VENTIL620N & AIR CONDITIONING A. THE WORK TO BE PERFORMED SHALL INCLUDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO FURNISH AND INSTALL COMPLETE, ALL HVAC MECHANICAL MODIFICATIONS AS SHOWN ON DRAWINGS AND/OR HEREINAFTER SPECIFIED. IT IS THE INTENT THAT WORK BE INSTALLED COMPLETE WITH ALL ITEMS NECESSARY TO PROVIDE SATISFACTORY SERVICE. ALL COMPONENTS SHALL BE PER FLORIDA ENERGY CODE. 6, SPLIT SYSTEM AIR CONDITIONING UNITS: AIR HANDLERS: EQUAL TO CARRIER MODEL FK4CN8006 W1 PROGRAMMABLE TSTAT PAC01-A 24VOLT. SUSPEND UNITS W/ 1/2- THREADED RODS AND VIBRATION ISOLATORS. AIR COOLED CONDENSING UNITS: EQUAL TO CARRIER MOD. 38TUA WITH CAPACITIES AND SPECS AS SCHEDULED. PROVIDE REFRIGERANT PIPING SIZED AND CONFIGURED PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE ALL NECESSARY CONTROLS AND COMPONENTS FOR A COMPLETE WORKING SYSTEM. C. FANS: AS SCHEDULED ON DRAWINGS & INSTALLED PER MANUFACTURES RECOMMENDATIONS. AIR DISTRIBUTION A. FURNISH ALL LABOR AND MATERIALS NECESSARY TO COMPLETE THE SHEET METAL WORK ASSOCIATED WITH THE HEATING, VENTILATING, AIR CONDITIONING AND EXHAUST SYSTEMS, AND OTHER MISCELLANEOUS ITEMS SHOWN AND REQUIRED. B. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA) STANDARDS. FLEXIBLE DUCT SHALL BE INSULATED AND SPIRAL REINFORCED PER SMACNA AND ASHRAE STANDARDS. C. SUPPORT HORIZONTAL DUCTS WITH HANGERS SPACED NOT MORE THAN 6' APART. USE STRAPHANGERS FOR DUCTS UP TO 30" WIDE. STRAPHANGERS TO BE 1 " WIDE, 16 GAUGE MINIMUM; FASTEN SIDES AND BOTTOM WITH SHEET METAL SCREWS. D. DUCTS SHALL BE STRAIGHT AND SMOOTH ON THE INSIDE, WITH JOINTS NEATLY FINISHED. DUCTS SHALL BE SUSPENDED FROM THE CONTRACTION AND SHALL BE FREE FROM VIBRATION. E. AIR DEVICES: SUPPLY DIFFUSERS: EQUAL TO TITUS PERFORATED FACE, MODEL PAS WITH 2'X2' FACE & OPPOSED BLADE DAMPERS. RETURN & EXHAUST REGISTERS: EQUAL TO TITUS MODEL 30OR WITH OPPOSED BLADE DAMPERS. SUPPLY DIFFUSERS: EQUAL TO TITUS PERFORATED FACE, MODEL PAS WITH 2,X2' FACE. F, LOUVERS: EQUAL TO AMERICAN WARMING AND VENTILATING MODEL LE-21, 4" DEEP , 45' FIXED, DRAINABLE TYPE BLADE, ALL ALUMINUM, 1/2" REMOVABLE EXPANDED ALUMINUM BIRD SCREEN LOCATED ON INTERIOR. INSULATION SUPPLY, RETURN, AND CA DUCTWORK: 1-1/2" FIBERGLASS WITH FOIL FACED VAPOR BARRIER, MIN R VALUE OF 6. HOT AND COLD WATER PIPING: EQUAL TO ARMAFLEX, MIN 1/2" OR AS RECID. TO MEET FLORIDA ENERGY CODES. REFRIGERANT PIPING: EQUAL TO ARMAFLEX, MIN 1/2" OR AS REQD. TO MEET FLORIDA ENERGY CODES. TESTING AND BALANCIN A. CONTRACTOR SHALL LEAK TEST AND BALANCE ALL WATER AND AIR SYSTEMS AND PROVIDE REPORT TO ARCHITECT FOR APPROVAL. WORK SHALL BE IN ACCORDANCE WITH AABC AND NEBS. W4 44 Gl� IN MVD MANUAL VOLUME DAMPER FD FIRE DAMPER <2 HOUR UNLESS OTHERWISE NOTES) MOD MOTOR OPERATED DAMPER So SMOKE DETECTOR BRANCH WITH 450 TAP ROUND RIGID DUCT SPIN -IN FITTING WITH MVD & FLEX RUNOUT. EXTEND ROUND RIGID DUCT TO PROVIDE MAX, 5' FLEX. RIGID AND FLEX DUCT SIZED TO MATCH DIFFUSER NECK SIZE, TRANSITION LINED DUCTWORK - INTERNAL ALL DUCT SIZES ARE NET CLEAR INSIDE DIMENSIONS 2 WAY SPLIT AT END OF MAIN AREA 'A' IS EQUAL TO SUM OF AREAS 'B' AND 'C' SQUARE ELBOW WITH TURNING VANES DIFFUSERS (4 WAY UNLESS NOTED) NECK SIZE & CFM NOTED RETURN REGISTER OR GRILLE SIZE & CFM NOTED EXHAUST REGISTER OR GRILLE SIZE & CFM NOTED SUPPLY RETURN EXHAUST SID SMOKE DETECTOR THERMOSTAT, "N" FOR "NIGHT" *G" FOR "GUARD" SID DIFFUSER RR RETURN REGISTER ER EXHAUST REGISTER LSD LINEAR BAR DIFFUSER ACCU AIR COOLED CONDESING UNIT AHU AIR HANDLING UNIT SA SUPPLY AIR RA RETURN AIR EF EXHAUST FAN CA OUTSIDE AIR EA EXHAUST AIR BID BYPASS DAMPER RAG RELIEF AIR GRILLE 10 X 22 GUAGE BAND FLEXIBLE DUC SE _T PLAIN F�OR SIZE, MINIMUM RADIUS EQUAL - TO ONE DUCT DIAMETER, EYE SCREW #12 WIRE CEILING DIFFUSER SEE PLANS AND SCHEDULE, CONNECT FLEX13LE DUCT TOCOLLAR WITH 22 GUAGE CLAMP AND FOUR SHEETMETAL SCREWS AND SEAL WITH DUCT TAPE /'M-�2 SUPPLY -DIFFUSER -DETAIL NTS CEILING GLASS -FLEX DUCT SPIN -IN CONNECTOR PRE-CUT MOUNTING HOLE DAMPER PCONNECTOR SEAL DUCT CONNECTOR DETAIL NTS CAULK ALL joINTS WATERTICHT IN THIS AREA f-CONNECT DUCT TO PPLENUM AS HIGH AS POSSIBLE PLENUM 0 BACK OR TOP 1/2'MESH OPE DUCT UP SCREEN POSSIBLE PITCH BOTTOM OF PLENUM DOWN 40 PER FOOT TO OUTSIDE (MINIMUM) BENI) OVER BOTTOM BLADE -O/A LOUVER DUCT CONNECTION TO WATE:RPROOF LOUVER ��4 NTS Split Air Conditioning Schedule Indoor Unit Outdoor Unit No. CFM ESP (in.wg.) Cool no Cap.(MBH Heating KW STEP 1 / STEP 2 Supply Fan HP Electrical V/PH/HZ Compressor RLA Fan FLA Electrical V/PH/HZ Manufacturer & Model # (based on arrier) Notes Total CA Total Sensible E.A.T. DB/WB MCA V/PH/HZ Indoor Unit Outdoor Unit AHU-1 ACCU-11 1790 180 .75 48.0 3610 78.9/65.5 1O/NA 3/4 58.5 230/1/60 23.6 1.5 230/1/60 FK4CN8 006 38TUA 048 1,2,3,4,5,6 Notes: 1. Capacities based on 95T ambient 4. Provide 2" replaceable filters. 2. Provide high static drive accessory 5. Provide flexible connections to all supply and return ductwork. 3. Size and configure refrigerant piping per manufacturer's recommendations 6. 7. Provide manufacturer'B programmable thermostat. Ductless split air conditioning unit. Flex. Connection (tyip. Supply and Return>- l0xl2 RR 700 cfm lOxl2 RR- 6X6 SR 40 cfm Aircraft Hangar (tyoa) DUCTWORK CONSTRUCTION SCHEDULE DUCTWORK SYSTEM DESIGNATION SMACNA PRESSURE CLASS (IN WG) NOTES SA F RA &MUA EXH OA AHU-1 2 2 2 GENERAL EXHAUST 2 TRANSFER AND RELIEF DUCTS 2 Notes: 1. DUCT LEAKAGE TESTING NOT REQUIRED 12x8 DA louver 1 180 cl�m w �i x w N *x 14x8 kitchen 88dIQ SD 1040 RR - 200 cfm 260 cfm x lex6 RA lo'dia SD 150 cfm Z8x8 RR 150 cf M Office 2 Scae 1/8' V 0' I8x6 SR 200 cfm (tyip. 4) Shop 8'ella Exh. d. > --JLJ2 1442 RR 440 cFm 10'allo. SD V_ 10odim SD Entrance 10'dla SD 100 cfm HVAC P�an ,Ti THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 4 MAYBE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ASHRAE 62 REQUIREMENTS NUMBER OF OCCUPANTS 9 OUTSIDE AIR CFM PER PERSON 20 CFM TOTAL REQUIRED OUTSIDE AIR - 180 CFM FAN SCHEDULE DESIG SERVICE CFM (I ESP) n.wg. RPM MOTOR HIP Electrical VPH/HZ DRIVE TYPE FAN TYPE Manufacturer & Model # Notes EF-1, EF-2 EXHAUST 75 125 1500 50 W 120/11/60 DIRECT CAB ACME MODEL V80 2,3,5,6 Notes: 1. PROVIDE MANUFACTURER'S ROOF CURB FAN TYPES: RC - ROOF MOUNTED CENTRIFUGAL 2. PROVIDE BIRD SCREEN AND BACKDRAFT DAMPER IC - INLINE CENTRIFUGAL 3. PROVIDE DISCONNECT CAB - CEILING CABINET FAN 4. HANG FAN FROM STRUCTURE WITH SPRING TYPE V1BRA'nON ISOLATORS 5. PROVIDE SOLID STATE SPEED CONTROLLER MOUNTED ON FAN HOUSING. 6. INTERCONNECT FAN TO UOHT SWITCH OPERATION. Z. V. L o wj d t, 'u. st b- 5 L AQUiE um w L a 0� 0 L 10 2 Il W. , L S UWM 2��a_c L X ldfw �ooz LO t! E (A L 2 0 0 M L Ln W, u -5; 0) P 0) 121� Pq w d LLJ Li LD Z LLJ _j < U Z: < U LLJ I _j Lj CU r, J) LO u- Li I x L) 4:1 _j > Lo Z �4 a) Cu CU 00 L) (u co CU ON N < CU r, U L .9 U_ 0) U) 0 1 00 U 111 L 0 CL L y < U -a 0 L a 5 Ll 4 L '5 0) C '06 a U C$ 124 4S Sheet M - 1 Hangar WW-III FVG wire collar at top of EMT8" a�ovc ccilime cciline 1" EMT, no �cmdo to top r2tandard mctal mom 2 1/2" x 4" x 2 1/2" �ox providc whitc plaotic Hamik covcr for �oxco uriused for datalcom mourit CL at 18" AFF Tf[lpata J5 contactore THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT �'AWRE NECESSARY IN ORDER TO - COMPLY WITH ALL APPLICABLE'CODES.' Liehthie �5w Lfe ht Ffxturc 5c hce� u I c lhstallc� Iteme rphall match lamp & dfatrf�Utf0h. Mark Descriptiom Mamuf. Cataloo Nurn�cr Voltaoc Lamps Kemarke No. Ty p e. Watt Fimish Mouht A Vx 4' - drop-Im flour Graimeer 3XY97 120 4 F32-T6-35K 32 white drop-Iti 120/240 v 15 C h1oh bay pch"tit sharp cutoff wall pack Grairigier Graltiger 4V6603 3YA52 205 20a 1 I MH MH 400 100 alum. filumimum pcmdaht wall �ot.fbture 027.5'AFF, safay chain &guard prww Will oste & 6W mocking as r4d. eticlosed f [our. "tub f Inure" GrSlheer 1151`64 120 2 F32-Ta-35K 32 white pemdamt provide, 5USpCh.610h as required EX combo cxIt/emergehoy Gralhocr 4rH15 120 — LED MX-Iro 3.5/5 White Gdfllho .90 m1m. battery backup F Wall mt. f [our Gralhoer 3V635 120 2 FL 16 White wall (3 Exterior wall lfoht W.F. Harris 3GE11 120 2 9 White wall mouht vertically 5calc - Va" - V 0 fa Hanear WW-111 ........................................................................... ........ ......... ............ ................. .......... .............................. ............... ............................... . ........ ............. . .. - ....... .................. I .............................................................. ... .................... I ............................. 1.1- .............................................. I ................................................... ................................. ...... ............................ ........................................................................ ................... .......................................................... L 43 L jh ID L L ID.0 q 0- ID q L OL 43 to 43 G 43 L P L 43 E L :S % >) L OX M +1 pr >A 43.0 U SL < L 43 L r ID L 0 43 jL e 0. �10 -E . L L 43 0 0 QL L 43 L a >) 0 U ID -C Q- -E X L -C X 43 0 0 43 13 (1 -1 C4 It L LL IL S t: N _NS I- C3 q3 >; 4.1 U 4-1 TVcm Lr6 R of 2 .................. ........................ .. ...... . .. — -- -- . ............ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- t ------- j -- — - — - — - — - — - — - — - — - —:=T T= ........ .. . . . ... .............. I ....... ............. I ................................... ..................... ................................. - — - — - — - — - — - — - — - — - — - — - — - — -- - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — —0 UL Wel aircraft grounding strap, �Ofld to foundation re-1:,ar & Fircwal[ 5hop owns ground rod at each location 4 hour rated wall - UL E)csfem 0 42' o.c. (typfcal of 4) tr i : #U-703 - rnih. 2ro a IV /P Steel TaClhp UhIt5'PW9c V, - f lutes at rot o.c., 2 5/6" m[n. thickness on chamhclo , 2 1/2" on facine - WK OKACE "Mono- 5hop I +42". typ. all around I Ko L-c NAK-0 spray apptfclj If rrcc r00flho plaster. 5cal f rom f foor to roof 4eck. to I OHAHU 4;Ix4'x5/FCDXn*1ntcd1 - — - — - — - — - — t, �, - — - — - — - — -- %\ % +14" GFI - — - — - — - — - — - - — - — - — - — -- Ughtfng contactors ---------------- 11 "Si M C 1 A\ Type MLO - 205v, 200 amp - 42 circuit - 3 phase - 4 wire Lo" Watts A Watts 15 Witts C Trip Circ. A 15 C Circ. Trfp WAtsA MUD Watts C Lo" 4 Ton A/C Com,�. 22400 50 1 GO 4167 Heatstrip 2240 50 3 too 4167 2��40 50 5 4� ra tao 4167 WH 1500 20 7 -�� a 30 2500 future 5 hp 1500 20 q 4-� 10 30 2500 — compressor Ernorg. Lights" 300 20 11 12 20 300 Exit. Lights -- Tfmcclock 300 20 13 14 20 1060 lZcCcPtrCAtq EWC (OF]) 750 20 15-/-%- iro 20 10elo Kccepticalr, Office 1-fohtime 350 20 17 15 20 10e,0 Pcccptrcalr, Office Lfehtfrie 95a 20 --/1-20 20 10ao rccepticats; Office Llohtfno 950 20 Z7,c= 20 10ao KoceptIcAle Shop 1-101htfne 1 -9,150 20 37s- -'-1- 24 zo 10aO Hangar Shop Llehtlrie 1950 20 -,0 loac, H(,3h-Day 09 Outlets 10ao 20 2 7-"%- 20 i0eC) Llohts OF] outlertc, 10aO 20 20 10aO Ramear ON OLrt;lctr, 110ao 20 -r\. 31 `-1 32 20 110ao I Hloh-15ay ON OLMlerte 110ao 20 33' 34 20 10W Sparc - 3p"--- 36 - 5parc Sparc - 37"-- 35 1 - Sparc Sparc 40 1 - - 5parc Sparc 4 42- 1 - 11 Sparc bus A 15,767 hot In accurnul[atloil bUs 5 16,347 t3attcry l2ackup 13US C 12,067 Total 44,161113050= 122.72armpsest. 4,4.2 KV A plywood tel. backl;,omr4 NP111,2011M L�:j U. IN a I H 6ove V+42" GF] GFI IOU Ic Off icc 1 H.11 r Off ice, 2 OV13 Etitry I ramel A i ell wplef f service ) disc. service gutter elec UO service meter cond. to Fl1UA xfrmr I CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD Ele�trlc�� 55YM�01 Lceend e f �: meter C.C:-'r :81 ramc[ fAn1mctor E::� disconnect + Exterior Lloht Fixture M��= duplex outlets at 20" AFF + quad! outlets at 42" AFF E& 205-te, at 42" AFF Commumicatiom Equipment E�l;Hcrnct connection to computer server 100 l5a5c T - Cat 5 (2) 2" EMT. w/ (4) 310 TH W N Cu each —1 rjm6l A V 200A 3 ph Elec. Meter 3 ph fu sed 42 cir A - 20 0-0� P Al se disc. �rlfy trams- ormer locirtion EMT wl (4) #310 & #6 Cu ground IV ler/0 --- ------------------ ground - i7onel to ral:,ar in ft'o ground roal UG service to FFUA Tran5formcr E[cotrical 5crvicc ?,iocr T. T . HESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS TMT W T ?A L L &[W#e Artfaic 220 NEC 5crvfcc: Loaci Ca[culatfoll Off l[cc - 5hop Gcmcral Uohtfme - 2000 of 0 3 VA 6,000 VA Hcat CD 100 % 12,500 VA 20 lZccpt. CD 18>0 VA 3,7aO VA Comprc000r 4,500 VA 5 hp cquipmcht 4,500 VA Watcr Hcatcr 3,000 VA TotA VA 34,2aO VA 34,2aO VA / 360 = 95.22 A E[cotrica[ Loa� Galcukqtlom 5catc - Va" - I' Oil Hanear WW-111 L L q3 b %) M U E 3 13 L L. 0 L U 0 43 43 43 L C L % %3 >) L -j� 41 % >43 ) Z. L p rj U L L 43 IL t L ct, 43 L L L L 043 11.0 0 .E L -C x 0 43 V- %P 6 0 -1 < +3 U 1 C1 U- IL d� L FL k) 45 L 43 L LL 0 U U- :3 to cli 7S ILL q) >) S— ::3 S- %3 k3 R=3 of 2 P�ANf & MAT�P,14 5CHM�� K�Y QUA N, �OfANIC& NAM� COMMON NIIAM� C� 249 CONOCAWU5 EMCM5 6ITrN PVTONWOiCV. CI 166 CHIZY5MAIML15 LAW COCOPLUM 184 �LWNIJ5 FLIN�N5 5LVEMON 9 afKU5 I,MFalA IM� OAK Qv 11 OLERCU5 Vil?j%" Iw OAK 5M 6 5WENIA MOKOW1 "OW 5P 4�. WAL Wgffo W& PALM V0 Ill VIARNUM OPOIZA159MUM 5MET VIPUNN 1. . 01, Jam, to ra wwfox* rgpL" MAITM'12" �-V 7OW Ar X9,Va . . . FLmvtw 1*15 Aj Mok�l IA.�W MW5 0 UL 51W .4 W"fo Co 4r a0umpCowr PL"N6 MTAL Al LM05CAM MAfUIA, fO P� I'LA # I R P�ff�R PMIA 50P A5 MQUITT -M&&�WA O� WCAARL15-MLLCH (NO UPM55) A5 IWIJIF P fO V' THICU55 MINIMJM IN "lr 5 FLLLY AYOMATIC IIM16AVON 5Y9ffM fO KOVIP� 1007 COV�M IN I � WH WNP p� WMOWp rp &L PPOHIP19P 511�0�5 5H \OM 51g ppla fo 15%ANCr OF affICAt 9 OCCLIPANCY M a A. I 0 3 Q) 44. 4�4 --A Q) 51z� Hf,_ x 5PR) COWAIW 24" x 18" #� 24" 18" 12-14' 2-11211 M P&P 12-14' 2-1/ 2" WH Y&P I/ �- 16, 20,22'OA p & p 24" 18" E ��490,70 5 89#52'78' ji .1 PROPOSED �ETENTION Fee -AE�A I ! I 0 5W _q6, PIP �410��o 06 00 0 Ix - tK ro ;p 0 0 ",.n Ce 6 4 0>. 4. 0*1 4�,e 0, Lo 9 4 a .4 . - �0 '** . . : 4 100.0,— 100.01" 100.01— PROPOSED PROPOSED qf 4 500 PROPOS 5x �G 4 APRON APRON APRON 4 4 4 4 5X lq 4' 4 4 4 4' 4 4 00 .4 PROPOSED METAL 0 4 PROPOSED METAL-. HANGAR #3 4 HANGAR.#5 PROPOSED MEI L 12,000 S.F. 1w 5x 12,000 S.F. HANGAR #4 14,000 S.F. TOTAL 4 4. 14,000 S.F. TOTAL 5 CV 12,000 S.F. 5x HT.=36' <1 4 HT.=M' 14,000 S.F. TO,AL Q. 5GV HT.=36' 4 F F f I 2,000 S.F. 2,000 S-F. 3W OFFICE 500 OFFICE 5x 5�x �",vk V �2 � UNL LM9= C-) NI) /W I FRONr #x .. � I C) d4 TCM 14' ASPALT 06 A�UUSTMENT APPROVED UTL� MARD 0' SIDES 0 CNR SIDES REAR ZNa. TECH. ff F �.2� HAT 20 Received By MAY 19 2006 Management q*N iyl CD C� N PAIT-: 02JA2006 W* Gfo,lp: 5CXf: P - 60' 06-05,9 WT U Gf I U) or, AtIiA V; 4N, 5UV5N1Hf SUTC ONC-C&L OP rLORIA 140. Raw Yov D4 c*1 w #A1 " 1;�, FND PK4cD 42.21' &E. ON LINE cur m KAN41 florlda ;uto VIGAOS, Sao 49945.2518 9: 114BS45 2518 gri4 �AotI,119 1 460027.1538 -17-25 CtIA'Aggauce: 0 8"16 f4totorl 0,"99�8810043 27-29-35 . I 1�,86 A(;. 6 9 0i "'c' gn! 10. _0 W; 0 WE Ap� i'.� N1 0 rM VIP, low, znc, W r9oz ------------------------- wl, �,kj 4/ NOTE: DRAINAGE BASIINS ARE AS SHOWN ON "EXHIBIT 3" BY HNT8 DATED 4-8-02. morup sla" 10 pkwo ey .!V DISABLED 14 4, PERMIT 1, DAY BLUE BLUE FF 25 NQTCSi I. TOP PORTION OF FTP 25 & 20 SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH WHITE REFI,ECTIVIE SYMBOL AND BORDER, r BLUE 2, BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 3. FTP 25 At 28 MAY BE FABRICATED ON ONE PANEL OR TWO. 4, FTP 25 IS FOR'USE IN AREAS WHERE EILUIIE SPACE IS LIMITED, Vfl PA CE DE HANDIrAPS TAIL BLUE BLUE E OWNER: FORT PIERCE AJR CENTER 2982 AVIATION WAY FORT PIERCE, FL (772) 489-2285 ENGINEER/5URYEYOR: VELCON GROUP, INC. 702 S,W. PORT ST. LUCE BOULEVARD PORT ST. LUCIE, FIL I (772) 879-0477 1 ARCHITECT: JOHN M. FOSTER 11205 RID" �ENUE AV FORT PIERCE, FL (772) 871-1256 LANDSCAPE DESIGNER: WILLIAM FLINT 1 2310 SE COUNTRY CL�B LANE STUART, FL (772) 220-0424 ZONING: U LAND U$E: T/U PARKING -AiNaYSIS: 3--HmWS WITH OFFICES HANGARS OFFICE PARKING REQUIRED PARKING PROVIDED 60.000 - 25 SPACE115 2400 10,624 to 53 SPACE!S 200 78 SPACES (INCLUDES; 3 HANDICAP) 78 SPACES (INCLUDES4 3 HANDIW) PARCEL SIZE 690,700 S.F. 15.8563 ACRES 10010ox EX. BUILDING 1 35,000 S.F. 0,8035 ACRES 5,07X EX. PAYED AREASI 179,084 S.F. 4,11n ACRES 25.93% EX, CONCRETE AREAS 40,632 S.F. 0,9328 ACRES o1sax i PROPOSED BUILDINGS 70,624 S.F. 1.6213 ACRES 10.22X PROPOSED PAVEDIAREAS 132,706 S.F. 3.0465 ACRES 19,21ro PROPOSED CONCRETE AREAS 1,834 S.F. 0,0421 ACRES 0,27X TOTAL IMPERVIOUS' 459,880 S.F. 10.5574 ACRES 66.58% PERVIOUS AREA 230.820 S.F. 5,2989 ACRES 33.429 L E G END CM PROPOSED CONCRETE AREAS Ca PROPOSED ASPHALT & PROPOSED HANDICAP SPACE F11 r Mr 4- PA*YtO WHITZ 9TRtK SECTION ST. LUCIE INTERNATIONAL AIRPORT SITE m AIRPORT INDUSTRIAL z PARK 0 V) Li TOWNSHIP 34 SOUTH 30 IF29 RANGE 40 EAST Lo ST. LUCIE BLVD. 31 A 32 0 Ln (AIRPORT ROAD) N 0 Of D_ V) LOICATION MAP N.T.S. LEGAL DESCRIPTION: ALL THAT CERTAIN PIECE, PARCEL OR TRACT OF LAND SITUATE, LYING AND BEINO IN SECTION 30, TOWNSHIP 34 SOUTH. RANGE 40 EAST OF THE TALLAIHASSEE SASE MERID", ST. LUCIE COUNTY, FLORIDA. THE BEARINGS CONTAINED IN THIS LEGAL DESCRIPTION ARE BASED UPON STATE PLANE GRID NORTH. THE D19ANCES REFER TO GROUND DISTANCES. SAID LANDS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS. TO WIT: COMMENCING FOR REFERENCE AT THE NATIONAL GEODETIC SURVEY PRIMARY AIRPORT CONTROL STATION STAMPED "LUCIEPORT 1989% THENCE, BEARING SOUTH 45'08'02* WEST, A MTANCE OF 746.05 FEET TO A POINT ON THE CENTERUNE OF TAXIWAY CHARLIE: THENCE, BEARING SOUTH 44*51'58* EAST, ALONG SAID CENTERLINE, A DISTANCE OF 318.29 FEET TO A POINT; THENCE,. LEAVING SAID CENTERUNE, BEARING SOLJTH 4VO8'020 WEST, A DISTANCE OF 93.00 FEET TO THE POINT AND PLACE OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE, CONTINUE SCUTH 45*08'021 WEST ALONG SAID LINE. A DISTANCE OF 776.10 FEET TO A POINT; THENCE, BEARING NORTH 44'51'58' WEST, A DISTANCE OF 293.14 FEET TO A POINT; TIHENCE, BEARING NOFTH 89-45'58" WEST, A DISTAJICE OF 588.20 FEET TO A POINT; THENCE . BEARING NORTH W07'42* WEST, A DISTANCE OF 410.00 FEET TO A POINT: THENCE, BEARING NORT)4 89'52'18* EAST, A DISTANCE OF 490.70 FEET TO A POINT: THENCE; BEARING NORTH 45'08'020 EAST, A DISTANCE OF 554.15 FEET TO A POINT THAT I[S 93 FEET FROM, AS MEASURED AT RIGHT ANGLES TO, THE CENTERLINE OF TAXIWAY CHkRLIE: THENCE, BEARING SOUTH 44�51'580 EAST, ALONG A LINE THAT IS 93 FEET SOUTHWESTERLY OF AND PARALLEL WITH SAID CENTERLINE OF TAXIWAY CHARLIE, A DISTANCE OF 655.64 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PREMISES CONTAIN AN AREA OF 690,700 SQUARE FEET OT 15.86 ACRES, MORE OR LESS, SUBJECT TO ALL EkSEMENTS, CONDITIONS AND RESTRICTIONS AS CONTAINED WITHIN THE CHAIN OF TITLE. GENERAL NOTES: 1. EACH LOT SHALL MAINTAIN A 30% MAXIUUM Of BUILDING COVERAGE. 2. ALL EASEMENTS WILL BE USED FOR DRAINAGE AND/OR UTILITIES, INCLUDING GAS, ELECTRIC, TELEPiONE, CABLE, WATER AND SEWER. 3. ALL UTILITIES SHALL BE PLACED UNDERGROUND. ADDITIQNAL NOTE5 -BUILDING SETBACKS REQUIRED - FRONT 40% REAR 30', SIDE 20'. SIDE 0 coRNER 20' -MAX, BUILDING H91GHT - 36' -MAX, LOT COVERAGE BY BUILDINGS - 30% -TYPICAL PARKING SPACE w PROPOSED 10'x 18' -PROPOSED WATER & SEWER WILL BE PROVIDED FROM ST LUCIE COUNTY UTILITIES -GROUND SIGN WILL 40T BE SUBUMED -LANDSCAPE PLANS ARE SUBMITTED WITH THIS SITE PLAN -LIGHT'1140 PLAINS WILL NOT BE SUBMITTED -S.L.C. STORMWATER PERMIT WILL BE APPLIED FOR -ADDInONAL PERMITS REQUIRED: SFWMD, FDEP -S.L.C. R.O.W.`PERMfT IS NOT REQUIRED -FLOOD ZONE DESIGNATION � 'X' (F.I.R.M. MAP 120285-0176F DATED 8/1g/gi) wDMLOPMENT, SCHEDLILLoSTART 90 DAYS FROM FINAL APPROVAL COMPLETE I YEAR FROM START DATE L A. � 06-0-W MAJOR ADJUSTMENT APPROVED DATE _-joL510(, BOARD OF COUNTY COUUM01014 UJ Z ittm < V5 j a. w 0 0 a: A kr) > Li Lu . 0 9 ct� Ln z c CL z uj Z LJ L'i OU 0 LL > (L >.' < < z 0 M z z 0 3: z . W rm Lu w z 0 v) z 0 V) 04 L) C) LD z to (L > z N N 0 Fj C, r,. y > D 'q rl _j tr) V) V) zc1d I.- uj rl�_ cff 0 0 cn 0 D Q Ljj "i LLJ Lo co C) W z > c) Z 00 NLj wLLJ r� �_ �u 3: 0 0 x x w u z C3 0 SHEET N 0.: g OF �v 2 lUCIEPORT 19&9' S 45*0610;?' W PR14MY AIRPORT 746.05' CONTROL STATION P EXIST EP TAXIWAY CHARLIE 318.29' - - - - - - - 5 44051'58" E - - - - - - - - -- F�D NI�1_1_ - - ---- - - - ---- - - - - - - - - - - - - - - - - - 4____ EXIST EP Shf NGVD - ------ ---------- ------- RECOVERED ELEV - 22.0�_ 5XI5' CONC ZONING: U 10/12/00 RUNWAY SIGN' I S 45&08'02" W I 11r, PAD LAND USE: T/U S 44051'58" E 655.64' 97 ou SITE Q&TA FND PK&D NO iD BOUNDARY LINE5. 42.21' S.E. 690,700 S.F. 15.8563 ACRES 100.00% ON LINE AREA LINE PARCEL SIZE A -PERMITTED BASIN B-FOR LEASING EX. BUILDING 35.000 S.F. 0.8035 ACRES 5.07% PURPOSES ONLY LINE EX. PAVED AREAS 179.084 S.F. 4.1112 ACRES 25.93% EXISTING A:3PHALT APAON POB I EX. CONCRETE AREAS 40,632 S.F. 0.9328 ACRES 5.88X t ARCFL 8 PROPOSED BUILDINGS 70.944 S.F. 1.6287 ACRES 10.27% FOUND P DISK PROPOSED PAVED AREAS 133,702 S.F. 3.0694 ACRES 19,36% PROPOSED CONCRETE AREAS PAR(.�EL 8 1,834 S.F. 0.0421 ACRES 0.27% TOTAL IMPERVIOUS 461,196 S.F. 10.5876 ACRES 66.77% 6,90,700 SO. FT. 1566 AC. PERVIOUS AREA 229,504 S.F. 5.2687 ACRES 33.23% PARKING ANALYSIS N 5-HANGARS WITH OFFICES CONCREV HANGARS 60,000 = 25 SPACES 5 WALK. TYP. 2400 OFFICE 10,944 = 55 SPACES PRO OSED OCKED -P�RCEL 7 N- - - - - - - - - PARKING REQUIRED 80 SPACES (INCLUDES 3 HANDICAP) - - - - - - CONC 200 1/ 1 1, f MAN GATE FENCE PARKING PROVIDED 80 SPACES (INCLUDES 3 HANDICAP) -06 -- I TOE -100.01 36( uU _11ifo OWNER: PROPOSED METAL EXISTING CONCRETE FORT PIERCE AIR CENTER HANGAR #1 2982 AVIATION WAY C/o LEGEND Z 12,000 S.F. ILI. INV. 20.78 EXISTING HANGAR 10 FORT PIERCE, FL L q 4�p FFE=23.91 q (772) 489-2285 14,944 S.F. TOTAL -g:vi -j EXISTING HANGAR 12 WEST 11 C 11c S�) HT.=35' B Afo ENGINEER/SLIRVEYOR: PROPOSE[) CONCRETE AREAS F.F.E.=24.67 r_FE=23�95R1,vv 23V7 co C5 PROPOSED ASPHALT VELCON GROUP, INC. 50.0'- -7 50.0'- 75.2' Oc 0 120� 20� 702 S.W. PORT ST, LUICE BOULEVARD PROPOSED HANDICAP SPACE PORT ST. LUCIE, FL < 7, ,q- CONC N loo.00 :0 (772) 879-0477 F. F. E. PROPOSED FINISHED FLOOR ELEVA N i� ----- --- c PROPOSED CATCH 13ASIN EXIS G ASPH&T PAVEMEN ARCHITECT: PROPOSED DRAINAGE DIRECTTT AL ARROW JOHN M. FOSTER 2TFE-_ FORT PIERCE, FIL I C/ 11205 RIDGE AVENUE PROPOSED SIGN =418kp' m ui I VALVEBOX (772) 871-1256 PROPOSED MITERED END C17ON (ME5) cn 41 b EXIST. SAN. MANHOLE XX. XX PROPOSED ELEVATION a !p Qn RIM EL. 23.27 WILLIAM FLINT tn HANGAR #2 2 0 41 Ak 130.9'- AP 2310 SE COUNTRY CLUB LANE EXIST-ING CONCRE EAS T. SAN. MANHOLE STUART, FIL I 1 12,000 Sif, RIM EL. 23.25 LANDSCAPE DESIGNER: PROPOSED METAL CIO RIM, EL. 2J,,31 A'XX.XX EXISTING ELEVATIC, LLJ (772) 220-0424 EXISTIN&ASPH TAREAS 14,000 S.F. TOTAL 0 4 �N Cl( INV. EL. 20.42 1, N HT.=36' EXISTING HANGAR P POSED LOCKED I - - - I F.F.E.-24.67 4'0 LIFT F, F. E. ­24� 4 In 0 STA77ON N GATE & FENCE Z� TOP EL. 24.47 5Y5 E. INV. EL� 18.74 cs [r, T4 (4) SV*S 2,000 S.F. PROPOSED "'O-7-C-0-N-C-7575 -------------- ---------------- 4YI OFFIC , X-4�" -cc cs k], I rREC N R-2 1.459.69' INV;=22.04 EXISTING Bu/ IN FENCE, TYP.- L-31 =7-t . Ill;t� 3 b3s.0o N, 10 12/ go-Oc 00 0. 5,xj, 20.37' e F E At> --------- ---- ------ ----- 7� I 21.3' R22 14 EX. 10WER SIAME;E v N 44'35'37" W_ T41X: " YYI� z 76.37* 10, �111� 14FF�� MF P1610 PROPOSED LOCKED FIRE HYD 'ANT, AN GATE &/FENCE L-39.27% R638.00 90='004 DRAINAGE D -.0 90*00*00" L659.69' -EXISTING 6) op n do, I ExISTIAIG SAN. MANHOLE 2(.4' -RIM d 22.1-4 - - - - -- - -- - -- - -- cii I VERED - ----------------- r N INV. SiE-. 11,36 BOT. aL. 11.24 e,, * f - I I I , I I/ I - 4 ; 2/0 '7 14 INV. 31, 11.4 9L 1 '14 0 0, 2) 4", 1 v �t I-) vz\ rpl<, eL'. Z 9 -fa (i R., 10 11 EP op - - - - - - T 0 NY. SE713. Y I's -- ---------- ---------------- -- ---- ----------------------------- APPROX [.00ATION OF I YIM C). BM NCVD R20" p RLEV. 22.59 4 ELEV 25.89 EXIST. DIR. M u 06�1 cx �o ,.F 1p, () - � e TOP OF SAN AIH (AC3 TOP=25.89 RECOVERED SE= 73 �4 \10�12/00 NW= 13.09 T D 221 &D7 0 N L S E INE OU P F N D DISK P ----------- A---- X5- B 9 ,VI,Sv N203V7t CONC I L XI 0 E S SPHI ti, 4 1119 ­24,4 1 ....... ........ ..... ........ 5 Ul i�� y < 7 N b PROPOSED 26' ASPHALT -xi 0- DRIVE 500, RADILIS FROM 19 HYDRANT ___�PROPOSED i Ad, ------ Cl>-,p GROU me or PROPOSED 5' CONCRETE WAL RECO _0 SV e ST. LUCIE S/ TE P INTERNATIONAL AIRPORT AIRMA DRIVE 9v Ngill -N All a > - m �c, o 3:. AIRPORT z z z INDUSTRIAL PARK V) TOWNSHIP 34 SOUTH 30 1 F 29 RANGE 40 EAST V) ST. LUCIE BLVD. 31 jji2 (AIRPORT ROAD) U-) 0 LOCATION MAP N.T.S. LEGAL DESCRIPTiON: PARCEL 8 ALL THAT CERTAIN PIECE, PARCEL OR TRACT OF LAND SITUATE, LYING AND BEING IN SECTION 30, TOWNSHIP 34 SOUTH, RANGE 40 EAST OF THE TALLAHASSEE BASE MERIDIAN, ST. LUCIE COUNTY, FLORIDA. THE BEARINGS CONTAINED IN THIS LEGAL DESCRIPTION ARE BASED UPON STATE PLANE GRID NORTH. THE DISTANCES REFER TO GROUND DISTANCES. SAID LANDS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, TO WIT: COMMENCING FOR REFERENCE AT THE NATIONAL GEODETIC SURVEY PRIMARY AIRPORT CONTROL STATION STAMPED "LUCIEPORT 1989"; THENCE, BEARING SOUTH 45'08'02" WEST, A DISTANCE OF 746.05 FEET TO A POINT ON THE CENTERLINE OF TAXIWAY CHARLIE; THENCE. BEARING SOUTH 44*51*58" EAST, ALONG SAID CENTERLINE, A DISTANCE OF 318.29 FEET TO A POINT: THENCE, LEAVING SAID CENTERLINE, BEARING SOUTH 45'08'02" WEST, A DISTANCE OF 93.00 FEET TO THE POINT AND PLACE OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; THENCE, CONTINUE SOUTH 45'08'02* WEST ALONG SAID LINE, A DISTANCE OF 776.10 FEET TO A POINT; THENCE, BEARING NORTH 44'51'58" WEST, A DISTANCE OF 293.14 FEET TO A POINT; THENCE, BEARING NORTH 89*45'58" WEST, A DISTANCE OF 588.20 FEET TO A POINT; THENCE, BEARING NORTH 00'07'42" WEST, A DISTANCE OF 410.00 FEET TO A POINT; THENCE, BEARING NORTH 89*52'18* EAST, A DISTANCE OF 490.70 FEET TO A POINT: THENCE. BEARING NORTH 45'08'02* EAST, A DISTANCE OF 554.15 FEET TO A POINT THAT IS 93 FEET FROM, AS MEASURED AT RIGHT ANGLES TO, THE CENTERILINE OF TAXIWAY CHARLIE; THENCE, BEARING SOUTH 44*51*58* EAST, ALONG A LINE THAT IS 93 FEET SOUTHWESTERLY OF AND PARALLEL WITH SAID CENTERLINE OF TAXIWAY CHARLIE, A DISTANCE OF 655.64 FEET TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PREMISES CONTAIN AN AREA OF 690,700 SQUARE FEET OT 15.86 ACRES, MORE OR LESS. SUBJECT TO ALL EASEMENTS, CONDITIONS AND RESTRICTIONS AS CONTAINED WITHIN THE CHAIN OF TITLE. GENERAL NOTES: 1. EACH LOT SHALL MAINTAIN A 30% MAXIMUM OF BUILDING COVERAGE. 2. ALL EASEMENTS WILL BE USED FOR DRAINAGE AND/OR UTILITIES, INCLUDING GAS, ELECTRIC, TELEPHONE. CABLE. WATER AND SEWER. 3. ALL UTILITIES SHALL BE PLACED UNDERGROUND, ADDITIONAL NOTES: -BUILDING SETBACKS REQUIRED = FRONT 40', REAR 30% SIDE 20', SIDE 0 CORNER 20, -MAX. BUILDING HEIGHT = 36' -MAX. LOT COVERAGE BY BUILDINGS - 30% -TYPICAL PARKING SPACE = PROPOSED 10'x 18' -PROPOSED WATER & SEWER WILL BE PROVIDED FROM ST LUCIE COUNTY UTILITIES -GROUND SIGN WILL NOT BE SUBMITTED -LANDSCAPE PLANS ARE SUBMITTED WITH THIS SITE PLAN -LIGHTING PLANS WILL NOT BE SUBMITTED -S.L.C. STORMWATER PERMIT WILL BE APPLIED FOR -ADDITIONAL PERMITS REQUIRED: SFWMD, FOEP -S.L.C. R.O.W. PERMIT IS NOT REQUIRED -FLOOD ZONE DESIGNATION = -X- (F.I.R.M. MAP 120285-0176F DATED 8/19/91) -DEVELOPMENT SCHEDULE -START 90 DAYS FROM FINAL APPROVAL -COMPLETE 1 YEAR FROM START DATE NOTE: DRAINAGE BASINS ARE AS SHOWN ON "EXHIBIT 3" BY HNTB DATED 4-8-02. sxN BLUE P� u DISABLED PERMIT 4' PAINTED DOUBLE ONLY WHITE STRIK (SEE DETAIL) BLUE BLUE BLUE NOTES. FT� \ & I e BLU I. TOP PORTICN OF FTP 25 & 26 9 EXISTING FENCE (TYP) SHALL HAVE A RtFLEC71VE BLUE BACKGROUND VAJH VIHITE REFLECTIVE SYMBOL AND Bg-RDER. 2. BOTTOM PORTION SHALL HAVE A BLUE REFLECTIVE �% BACKGROUND MTH BLACK OPAQUE LEGEND AND BORDER. 1) 00 1-7.4 3. FTP 25 & 26 MAV BE FABRICATED ON ONE PANEL OR JVO 4. FTP 25 IS FOR IN AREAS MERE BLUE BLUE 16, IrCTION SPACE IS LIMIT41 �0,� PROPOSED PARKING SPACE HANDICAP WHEEL STOP PACE PARKING SPACE WHEEL STO (TYP, SEE DETAIL) (TYP, SEE DETAIL) HANDICAP SPACE DETAIL REMOVE/RELOCATE LIJ 00 IIZ Z ui 0 (n 0: ui uj a. z Z!� x LL U z (D C) > --1 000 o Lj Ln N N 0 Ld u G) > ry �o I_-: L2 I 15D u­) . [�< z 86 F_ uj I", LL f)� E) 't 0 0 v) 0 o O� a- I LLJ (f) co C) Z cn EL > Z co Ld LLJ 1- 0- �u Li z z < V) zo 0� _aL 0 Ln > LLJ x cf) _j < Li I In Li c� Li F__ 0 z __j 0 Lj u� > - CL L >: ry ry - 1­_ <c) <z 0 D zz- _j 0 < < �- u :� z ry L.Lj - w U U :D Z :D o (J� U) 0 0 PDO Z Z _1 w > u < w 0 u VI 0 0 I 0 00 SHEET NO.: < zo OF Ld 7 JOB No� 04 AMISINVIATiams 0 0 WNW ONE= 7-x-x-x�X-7 - - - - - - - - - - - - - - - - - - - EX. TOWER Ll Q > q� z < >- U n" - < -L In n 22.58 0� 0 Ir n 0 .57 EX. BLDG 22.55 �x J.2t 1 2 23.95 22.08 % 22.9 x 24.02 ON 22.53 066 \1�1 '�� 2J.23 zc� 23.98 EX. FENCE 23.0 i4 24.0 A- % % \124.2 ro 2325 225f QQ __j LL ry 00 LLJ z z o u LJ u c� LLI < n/ - 'XIST SA , -(5% \ 20.7 IrE N. M4NHOLE RIM EL. 20.76 _V 24, 6 0 L 0 LOCATION MAP n _u S INV EL. 15.86 2J.2 24.00 <1 % < N.T.S. 23. 0 A' , INV. Et. 15.96 24.0 cp 0 % LEGAL DESCRIPTION: 7 4. N 22.9 PARCEL 8 89*52 1(8"" E 2 490.70 �20 4 0 22.4 24.6 -22.J ALL THAT CERTAIN PIECE, PARCEL OR TRACT OF LAND SITUATE, LYING AND BEING IN 7 SECTION 30, TOWNSHIP 34 SOUTH, RANGE 40 EAST OF THE TALLAHASSEE BASE MERIDIAN, 4 22.9 I 4y / x WER MANHO T03 249 SYMBOL LEGEND + SECTION CORNER * LIGHT POLE MA FPL TRANSFORMER PAD WATER METER CATCH BASIN 0 SANITARY SEWER MANHOLE o CLEANOUT @1 WELL 9 FOUND AS NOTED 0 SET #5 ROD AND CAP LB# 4942, UNLESS OTHERWISE NOTED 0 POWER POLE ,ff CONCRETE POWER POLE , /Nv �o J20 P'T 19 8,9 �V�l� Cvuli", FLORIDA. THE BEARINGS CONTAINED IN THIS LEGAL DESCRIPTION ARE 24.05 BASED UPON STATE PLANE GRID NORTH. THE DISTANCES REFER TO GROUND DISTANCES. 24.0 22.4 POB SAID LANDS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, TO WIT: 23.2 COMMENCING FOR REFERENCE AT THE NATIONAL GEODETIC SURVEY PRIMARY AIRPORT N,b PARCEL 8 CONTROL STATION �AMPM " " El 11 20.0 22. 6 24.10 V�l vov ; '�T �J 2J.8 THENCE, BEARING SOUTH 45*08'02" WEST, A DISTANCE OF 746.05 FEET To A POINT ON loo '�, 23.2 21�O THE CENTERLINE OF TAXIWAY CHARLIE; t 23 5 25. 0--�� 22. 1 22. 0 01 THENCE, BEARING SOUTH 4V51'58" EAST, ALONG SAID CENTERLINE, A DISTANCE OF x 318.29 FEET TO A POINT; Li Q) i�. '� 0 rf, I j 22.8 25. 23.0 m F- 0 25.1 23.0 23. 5 2LO 9 0 THENCE, LEAVING SAID CENTERLINE, BEARING SOUTH 45*08'02" WEST, A DISTANCE OF L� 0 n 14 93.00 FEET TO THE POINT AND PLACE OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; 0 24.7 26.3 24.02 25. 5 -1%2 6 2.3.1 Z U) 25.J \�- 20.1 THENCE, CONTINUE SOUTH 45*08'02" WEST ALONG SAID LINE, A DISTANCE OF 776.10 DIRT MOUND 12�X FEET TO A POINT: ti w NJ op - 23. z (L 00 2?. zo 20.6 24.04 uj (n THENCE, BEARING NORTH 44�51'58" WEST, A DISTANCE OF 293.14 FEET TO A POINT; 2� 2 c cz a 23.7 <V1 THENCE, BEARING NORTH 89'45'58" WEST, A DISTANCE OF 588.20 FEET TO A POINT; 21.0 24.09 19.3 227 A Li co to 141� 4N, THENCE, BEARING NORTH 00�07'42" WEST, A DISTANCE OF 410.00 FEET TO A POINT; 0 0 19.9 24.4 26.0 A 22 *,4- 25.6 2,3,0 ir 7-- <1 /& ' 20, THENCE, BEARING NORTH 89'52'18" EAST, A DISTANCE OF 490.70 FEET TO A POINT; 1�rc- 22.7, '�' 7 / N A- --j' /ZZ.b a 20 < 22.3 _0 THENCE, BEARING NORTH 45-08'02- EAST, A DISTANCE OF 554.15 FEET TO A POINT THAT IS 93 FEET FROM, AS MEASURED AT RIGHT ANGLES TO, THE CENTERLINE OF TAXIWAY Lu Ld cs> 201 (n (A < 22.6 0 2 CHARLIE; N < '0<, <N 22.9 THENCE, BEARING SOUTH 44*51'58" EAST. ALONG A LINE THAT IS 93 FEET 41 22.2 ll�o -cp SOUTHWESTERLY OF AND PARALLEL WITH SAID CENTERLINE OF TAXIWAY CHARLIE, A 20. 4-�� 2 A-2-5.7 / \,/ 22.7 N, <.� % 5N DISTANCE OF 655.64 FEET TO THE POINT OF BEGINNING. Z�6 21 -q,2L26 "(9 '01, �?� 1.0 X'y o' .'9 cl 25.0 �-.21.6 24.1 <<- '6' <r" ul. THE ABOVE DESCRIBED PREMISES CONTAIN AN AREA OF 690,700 SQUARE FEET OR 15.86 u 22 6 TOE 15'. ACRES, MORE OR LESS. SUBJECT TO ALL EASEMENTS, CONDITIONS AND RESTRICTIONS AS 22� 1 4� 22.5 2. � I CONTAINED WITHIN THE CHAIN OF TITLE. 20.9,1-1 0� � 1\ z V) 0 12'.4 11 A 'p 21 1 21. /;r- 0 M < '122.4 23 1 X\ X 2J A- Lj Ld O� 2J2 2 1 NOTES: CL -W2.4 > C) u l� 0) 5 1% 22.91 -71-Q SUBJECT TO ANY APPLICABLE EASEMENTS, RIGHTS -OF -WAY, OR OTHER RESTRICTIONS OF A- .4 RECORD. 1- If) 20.4 22.6 22.8 230 23.0 22.6 .3 00. 11.1 - � , I �Kl -$ -0- A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. U) --2 if. �- x � x I? I C��w 2 Tw_ 22.. m3.44 s!*&p2.4 1.4 1 22.6 .9 20.8 206 T05- 2.5 BEARINGS SHOWN ARE RELATED TO LINE BETWEEN "LUCIEPORT 1989" AND "LUCIEPORT AZ MK 1989". SAID LINE HAVING A BEARING OF N 44!04'24" W. m '22 22.71 OF SWALE 2 Z 0'� d W 5588.- c V) 22.* 22.54 - ­4 24 60 22.6 LEGAL DESCRIPTION PROVIDED BY CLIENT. o ��lol x\ -0. 0- F- X V2.79 V) 25.04 �A 25. 10 25.79 6 m ELEVATIONS SHOWN HEREON ARE BASED ON UNITED STATES COASTAL AND GEODETIC Z Li Lf) A-24-IL4- j 0 0 , , \N '<' uj V;!'� T46 - 24-V- - - - --ZL96 20. SURVEY MONUMENT �Z-230" 1983, HAVING A PUBLISHED ELEVATION OF 20.46 FEET Z N.G.V.D. (1929). 0 2276 AIRMANS DRIVE (100' PUBLIC Rlw) u 3 v)o 2,? -;t�j' PROPERTY LIES IN FA.R,M, ZONE "X", AS SHOWN ON PANEL 120285-0176F, DATED Z N 23. Z 78 �2JO Lp- -Zl\ �lj -�,-2j 6 2J.40 �--2-L2 21. 2 Tds\- x\ b EX 0 14,0 J. 4 24. 19 xbl/ IN ACCORDANCE WITH CHAPTER 61G17-2.005, BE ADVISED THAT THE SURVEY DEPICTED &>,�-22.9 _\�, 23.5 Li -.1c) C) DRAWASGTEU'0jmH 75. 1 22-90 �j L4 I J�2 - - _j - - - - - - - - - - -- HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. P-lj> <' APPROX. LOCAMN o llc� > OF EXINNO k�x 21.43 DRAINAGE RPE �4 IN ACCORDANCE WITH CHAPTER 61G17-6-003, ADDITIONS OR DELETIONS TO SURVEY 3r. kp 6 TOB <z< q 22-53 MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT 26. A -in 2'� 2121 WRITTEN CONSENT OF THE SIGNING PARTY. 0 24' A T 22.65 < �p -�o - - 2c- - - -- - -- - -- A� THERE ARE NO AE30VE GROUND ENCROACHMENTS UNLESS OTHERWISE SHOWN. < < z z CIO 'J�x > -zj 14''/ 3r 2J 16 23. 2J.54 0 x E NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA M 0 22.25 �4�j m 00 LICENSED SURVEYOR AND MAPPER. 2- sr 21.80 22.23 22. �6 2J. 71 22.87 22.18 > 23. �P- � -- THIS PLAN INFORMATION TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTIO x\ ';�� 2J. 1 0- - f� !O� '<� N. C6 <1\ 21.94 23.71 PROPERTY CORNERS SET BY KIMLEY-HORN AND ASSOCIATES, INC, LB #696, PROJECT NO. 044721017, DATED 11/14/05. P, 22.5�' 2,3.13 0 % 6,60 22. 10 �x C CERTIFIED TO: FIRST NATIONAL BANK AND TRUST COMPANY OF THE TREASURE COAST, ..'00 N 1 2N 23).. A- 21.82 y 0 ITS SUCCESSOR AND/OR ASSIGNS; ATIMA; COMMONWEALTH LAND TITLE INSURANCE 2k.3� C& m a 22. 7 �' /v- - I li " COMPANY; GANANO HARRELL & FERGUSON, CHARTERED; B & E HOUK ENTERPRISES,INC. 0 0 4\\\ 's, 'p .,::R -sr J8 4.. 23.76 0 0' A-2 SHEET NO.: Y, 54 rn x ERT F KEMERSON OF PROFESS'l'OONBAL SURVEYOR AND MAPPER STATE OF FLORIDA (PSM),, FIELD DATE-05106105 JOB 04-762 r7 71 > C) CD CD 70 70 CD > CD 7- ,--IZ: C-) C-) CD < r7 X F— �7) Ln C-) c-) ZE CD F— m Z m > r r r m X r m w Z .4 cl z E3 —11 m M Ln 0 C3 I m < z M m M C3 "n > > M Z C) ��o m CD 70 Q �7 7- 7 r7 Q r— " 7%4r ,ou C) CD C) Fri > m -7 > > F— M (D -.-I CD > CD CD Ln Cn F75 m F7 CD CD CD Q 70 u) F7 m 41 C-) co'D> 7u (D L/� A E --4 U� I r7i CD m CD CD (P) )> NJ cn -TD Z: 2n )> G-) C-j C3 C'� C:> -i m Ln M m S3 m C:) E-- F= C, C) C� > - - - - > > .5 < 'E > 2: 0 r� n am C6 6m 0 a W X, E. F, > 5 ;T tz 0 0 r, 0 tv Fj' a <0<0 0 m me CD Er a- s 2 2 A E. W Z C) g g 0. 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