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REVISION 9-4-07
0 51TE 5ET-UF Temporary sanitary faclilty shall be maintained on site Lay concrete Hooks Ill running bond wl successive WINDOWS clurfrie construction, courses lopped 1/2 of a unit. Aluminum storefront windows shall be 13/4" x 4-" white powdercoat Provide ADA compliant rfamr for all rpsoca, Indicating Equipment Contractor shall review drawings and am site conditions prior to Vertical Masonry Reinforcement: finish w/ "Low E` Insulated, grey tint glazing. Affaritcmerr shall be Foams, offices, AccesslWe Kestroome; and exit router,. Mount per permitting and start of construction. Fill calls where shown on Orawfmoc w/ #5 stainless steel, spacing as req'd for 130 mph, Exposure F13G wledlzonc. ADAG requirements am look side of doors at 5' 0" AFF. Additionally, contractor shall verify location of electric, telephone, vcrt and #5 dowel to footing for exterior wells. Install WIMfh. fosterer Spaolilo & par Dertalle on these DraWlMee. FLUM13ING NOTES water, gas & sanitary sewer rervoc prior to start of comtructiom. Prov(do blocklme and deadwood as required for Coda HAKDWAFE Contractor shall connect sanitary outfall to permitted sanitary If the contractor bcl[ovcr, he has discovered errors and/or ommleslofI6 compliance, fire blocking or wall hung equipment Products Imstallcol for this Project shall be brand, line & ffhfrh per service point per Civil Engineering Construction Documents. in the Construction Documents, he shot[ notify the Architect In writing Ifetiho below. Contractor to submit (4) copies of Hardware Schedule Materials for clar(ficatfori before proceeding with any work. If the contractor STRUCTURAL 57 EEL Structural Steel shall conform to the latest editions of Prepared by all Architecture[ Hardware Consultant for review as Shop Drawings before retractile material. 1. Sanitary Warta - PVC falls, to give such notice & ol�t;afll written clarification, he shall be A15C specifloatinme for the design, fabrication and Hineve Hager 2. 13clow grade supply - Type X" soft copper, responsible for such orrifseilom(e) and for the cost Of rcctffYIm0 same, creation of otru�;tural steel and ASTM A-36, latest edition. Exit Devices Von Duprfm 3. Above oracle suppty - Typo %` Hold copper, sweated & flanged. Contractor shall furnish or provide equipment, operations, labor & materials, necessary to and complete the project. All f fold welds shall be rcipaintM w/ two costs of rust Locks, Latches, /Oc"l,olte Sargent Cylinders FlumPlhe systern shall meet all requircl-rientr of the. F5C "Moon - perform Work shall be done In accordance with applicable local, state, & federal Inhilbitime paint of the rame brand and type or, the shop cosit. LCN Closers Ivor (Type 316 55) ahical Code", Florida ADA and local requirements. Provide all Permits and Inspections as bullolho and eaftay codes and with manufacturer's published Instructions. r?E-ENGINEEPED 5TRUCTUKE The Ititcrmedlatt f ramee, roof purilmr, and f ramIme shall Push, pull or map plates Ives "Femkote" reoulrea, WAP,P,ANTEE be components of a pro-cnoiricercal vullefile structural Flush bolts, floor & �Iall steps Pomko Threaolholar, ELECTZICAL NOTES Contractor shall provide owner with a full year warrantec on the, entirety of the completed Improvements And additlohrw notwithstanding system rated for FDC 130 mph , Exposure "C". Manufacturer shall supply ctructursil drawings cloned and Impression Locksetr shall be 5sreent 6500 Ilhe, ADA [ever handle 26D dull Etectr[cal Installations and equipment shall be In accordance w/ the warrantces issued Upon individual components by manufacturcre or ru�- scaled prepared, by a FlorWa lfcomeedl otructural amolmcrr. chrome finish. requirements of the, latest edition of the NEC (NFPA #70) as amended, and all local and state codes In force at the time, of contractors. The 1 year period Pegfris at date of acccptahce by Jurisdiction. MISC. METALS Supply mocellsimeoue metals as required to complete CAULKING Exterior coolant 51hall be TKEMCO "Memo", no substitution. construction, Contractor rhall makefiral arrangements for electrical amatele- SOIL structure and other components. DOOP15 phone service. - Clear the building area of trees. roots oreanfor and METAL STUDS Uncer, othorwfL�c noted on Plans, wall etude shall be 25 Exterior Doors - Hollow Metal - G-60 oalv. steel Iro eaec Verify transformer location and service polmtsfor utilities prior to Wer. other deleterious materaie. - 15ackfill with selected granular material In 15" maximum gage amel larger aluminized steel etucl slid track system. Insulated door & i1rame. Interior Doors - e�olfd Core birch veneer flush panel doorr, Provide all necessary permits, All material shall be, UL approved & labeled. Ifte and compact to a rnimimurri density of 95% per ASTM D-1557. INSULATION In HIM framer. Ground system In accordance w/ Article 250 NEC, Wall Insulation shalt befully scaled R-19 Fil,crolao battr. Arose that are re -excavated for foumdatfoti installation ShAlt 17C tested A" satisfy a min. 95% Mociffreal Proctor Wallr & roof of metal rtructure shall be. fhffUlatdd With either 3" or ro" vfmyl faced Fiberglar, batt Insulation - locate as shown MAW TILE Ceramic tile at ehti7 & �tthe shall �,a Crossville Ceramics 'Gro9stfId'&'x V' ceramic Forclizoardle and loaccemtere chat[ be Square D, ITE or approved equal. density. mosaic, Grade 2 color, 611hddd orout. n6tall per 6DCCI & Tile Council "flodble, Provide a typewritten directory for each pahollboard. am Drawings. of America details w/ thihect". Attowabic grose soft pressure for foumdatfotl declom Is Callings over con,�lltfomodl spaces with suspended acoustic ceillmo ADA 6IGNAGE kaceway - all conduit chat[ be EMT 2500 prf and shall be verified by all Independent testing rhall be Insulated with P-30 Fibereso batts. Provide ADA complicilt slelis for all spaces, indicating Equipment Outlet boxer shall ealv. steel for going size required. Sections[ boxes obratory. Dulldimg roof Insulation shall be shall be Y vinyl faced Filberolar Kearns, Offices, Accsrlbte lZertrooms and exit routrs. Mount per will riot be acceptable. FrovIde oversize boxes & covers if required CONCXETE batte. ADAG requIramahts �m look side of doors at 5' 0" AFF, to provide NEC wire clearance. Covers shall be, Type Concrete shall develop A minimum strength of 3000 psi at 26 days. Concrete shall be ready mixed per ASTM C-24. OYF'SUM rLA5TEX FIRE SPRAY UL Design #U-706 - mill. 26 gage gaiv. steel "facing units" wl 11/2" PAINTINO SCHEDULE 316 55 w/ Type 316 55 screws. F-EINFOIZCINC, flutes at G" o.c.. WF OPACE "Monokote Tytpc MK-6` spray applied Point shall be firs,; grade products of Berijamam Point; Co. . Outlets shall be mounted at 15" AFF, switches at 3' b" Xchiforolne steel shalt be deformed, new billat steel In fireproofing poetor, interior Drywall accordance wl ASTM A-615, Grade 60 and detailed Per ROOFING Primer All outlets shall have a bohelcal ground with an actual copper Act 315. - MDMI 5X panel 26 gage overlap system Gaivaturna screw- (1) coat interior 3racle latex olrywatt primer ground wire to the outlets Splicer shall be chat[ be In accordance w/ Chapter 7 of ACI-31a, w/ a max. splice of 45 bar diameters. down system (2) two f Ulf coat 5 matte tatox - Install per Manufacturer's F15C 140 mph 3-recohd w(hdzohe Interior wood trim CONCRETE MA50NIZY Concrete block units shall conform w/ A5TM C-00. acrcptamce. (1) serni-eloss atex Primer (2) full coat& atkyel/latex r o c c METAL WALL 6(5TEM glare j Placement of units shall be straight, level and plumb M5MI 5P pafrite�dl 26 gage "Galvolume" overlap wall system shall be Interior wood doors and true to a tolerahoe of 115" in 101. Installed per Manufacturer's F15G 140 mph 3-scoondl burst Acceptance (3) costs full O'oro poyurethare, of[ based varnish Provide OUIZ-O-WALL standard Weight all oalVaklfZed #9 for the product. All components shall be a part of a eIngle manufact- ergo truss reinforcing at each third course of masonry urer'e rystem. 5 H C ct I �1,5:i CX Covcr Frojcct Notco /4�-1 13uilcifme Elcvatlorlo A-2 Foumciatfofi F[am A-3 Floor Flam A-4 Wall 5cctforio A-5 [Door & Wim�ow Dctallo V-1 HVAC f1lam F-1 Flurf*1n,3 Flam E-1 Fowcr Flarl, llaticl�oarci & Loaci Calc'!5. E-2 Lfel-itfmo I'lam & 5chc4�lulc ST LUCIE COUNTY PLAN REVIEW obs-0 I BLDG: DATE: tx.e� ELEC: DATE: f-'tEA60-21 PLUMB: DATE: MECH:: C DATE: #ct--o? Eaot E[cvatlom I 4-N r t1l) JV, -�11 43 1:01 51, q- Ino, 0" E L s 463 >) %,': t L 131 < It( 13 )S. L 2 N L Q - PA po L 13 L t L'L L M . 43 L L 43 L x 43 U 0 0-) < 9 11 13a' '110 D W LID11 EI APL M '0'134 - Ftorfela 151.11[ldfr10 Code, 200,e- edition ar? arnerided - Project Address - 5t. Lucie County Imtermational Afrport - 130 mph - Exposure "C" - Project Name - Hangar WW-111 F15C TaEc 503 Data - AllowaEe Arcae F15C 130 rriph - Exposure "C" Occupancy - Office / NFIPA 408 - Group III Aircraft Hamear l5uNdfrie Pcofetiad as - maim Structure - enclosed Type of Construction - 1113 - Llmprol;ected, unapirfriklered A5CE C.9tcoory 3 (Imdurstrfa[) Allowable - One 5tory hangar max area = 12,000 e.f. Exporpurc "C" A[lowablc - Four6tory max. area = 23,000 e.f. each Importamcc Factor 1,0 Meam buf[dfmo hcfoht = 34' Actual Areas - Aircraft Hamear 12,000 e.f. Cvcrhame = 0' 0" F'oof Pitch 1/12 Four hour fire rated fire eeparatloi I Ititermal Preesure Coefficient = 1.1a Off Ice / Work Area = 2,620 0. Cornpomcmto & CWc flig Mark Product Model # Hamufacturer F13CImpact Attachment MC IW Exposure "C' Izated 15ulldlho Pressures rroduct Pressure sm H M door &frame C oralmlon 51d'o, Frod. yes 3/6" X bolto to Str. f rarrid at 12" 0.0. 4a-S (-) 163-0 70.0 (-)70.0 OH 00111110 door Wrjme Daltoh D5-3 4 Yee 1/2" thru bolte to str. f rame at 12" o.c. 4,3,5 (-)51.7 76.1 (-) 70.1 Aircraft doors by buitteifne man ifacturor Yoe Per Scaled arolhaerlho details .43.5 ro,3,0 43.5 (-)109.7 Alum, S.F. & Doors rparlor 4000 /,rch Alum. No for scaled amolmderlmo alatsills 2&.4 e3,0 70.0 (-)70.0 Koofffie thrlJ-fA6V0h6J U ifted Str. of Arrorlra Yoe #1ZSD screws 0 4�'o.c. MC Zone 5, 61 o.c. elsewhere 4,3.5 (-)55.-+ 43.5 0109-7 Wan rarl 5F U ilta 6tr, of America Yoe #125D ecraw@ 0 W'o.c. FOC Zone 5. O'o.c. elsewhere 1 43.5 (-)55.4 43.5 i (-)109.7 Shi.ttero orrim vlf'o. Yea 1/4" x stude to str. f rame sit &' o.c. 1 46-49 1 (-) 63-& 1 75.0 1(-)70.0 "I have reviewed the above comporielte & claddima & have approved their use In the structure to provide adquate resistance to the Wind loads &forces specif led b i current code provisions." a, Johm M. F,00tor - Architect - Fier Llocmoe #a511 43 E L I 0 L IL 4-1 t +S 4-1 z S- r. < S- 41 S- L CL qn) IL Lo < F= E X % LL 7S Z C) < -% 4-1 W ..... . .. ... .. ..... ... .. .. . .......... ....... . .. .... ......... .. .. .. .......... . .. .. ...... . - ...... ... ............. ......... ...... ... ... . ...... .. .. .. .. .... ... .... ... ... ........ . .. .. ....... .. ..... .. . . ..... ...... .. ..... .. . ...... ......... I .. ..... .. .. .. .. gravity vel Sk J-- E 43 U 13 projected 0ab[C end P to 0 P E open thru D q r Af 1 ic a :;1 door support 11: >) 43 open thru-----. 43 -rQ 11): a - door stacking porltfo 1 FD F) 4- S- < extend D5 V 4" 4S 'U< i> IE i' I x 27' 6' high 43 L 0 across lower roof Id r panels t) L 40 It 13 7 —7 77,77 In wf ic x 27' 6' high P cor )am( Is 4� F E X' -Z L -C 43 0 EI aircraft eq, U Q U -) < door support T7 aircraft door support Meta[ roofime panels metal trim, roof &wall panels projected gable cmd open thru —' aircraft door support bcyond 43.5 -33.2 gutter & P6 MMMMMMMMMMM fabric awmfme on alurn. frarme 10 -53 . 2 3" diq, ----atuni. cole. 43.5 -42.9 flashing 12" under wall panels, ---------------------------------- --------- gravity vents North E--.[cvatiofi Scale. Val' = VIO" 43.5 -53.2 Galvalurmc roof [me system gutter & D5 mmirr to �ottorn of Lj=L W cot Elcvatiom ref 1. ourface 4-a.9 5cate 1/6" V 0" ;�4�1 r7-C aircraft door support E5iot E[cyatioll Scatella"=1,0" 0 C 0 0 '00 C 0 0 0 aircraft door support beyond opcm thru extend P5 1'4" across lower roof 11 roll F13C 1,30 VPH Whi�"Mism -- Compolicrito & claddfmo From Ta�[c 1606.25 - Exporiurc "C" Arca > 100 s.f. loadcd arca - P5F n 16.5 (-)46.5 16.5 55.3 16.5 55.4 43.5 (-)47.6 43.5 (-)53.2 P,00f 0vcrham,3 From TaI2[c 160ro.2C - 63.3 pof otecl counter rcfmforcime I it Olt TF ho[dcr 25" /frorri rcar wall acccooible [av, ,I acccoofbl wator clo5ct 31611 vimy[ �aec typical rated partition 0 mom. 6" & smaller 0 6ch. 40 rVG pipe 0 3/4" max. ammular space 0 double "TremstopW5" lhturn- escent wrap strips w/ (8) full turme around pfpc "Tremstop MICK" prefabricated steel collar over wrap etrflpo both older of wall T�cmlstoip W15M" m1m. 1/4" thickness of qcatahr, applied to fmtterfaco of well and collar & collar & pipe. both sides � a t c � W a [ [ F c � ct r a t 0 UL Pctaf( # WL 2125 321011 \4I 5tr. Eave Ht. pafhI Clalvalume fabric awning on aturm. frame R & t1l y term iLL \4-,' 5tr. Eave Ht. we I Ms rh 610 it W top alurn. stulp cot. 3" die. alumi. cols. th Elcv,-�itlofi -57.7 o u IL I -L- — - — - — - — - — - — — — — — - — — - — - — - — - — - — - Scale 1/6" = V 0" NT5 0 z S- 4- 1L < < AN 6 7S >; 0 4-1 W of 5 . .. I. .. I . I . ... I 1. .. .. I .. .... .. I .... .... ... I ..... 11, ...... - . .....,..,.., .... .. I - .. - I ... � I. I. . � I 1. .... �... . I . . ...... I., .......... .. I ..... . ... I.. .. I. 1. I . � . � : � I : . I : T 15J 0 " . q . \.��= . (9 : : : if:) . . /0;";-Z), ...... I . .. ..I.. ..... . I . ... .. I ...... .............. ....... I.. .1.1, ...... I ..... ... .- ........... ........... I., ......... I ........ � ..... � ........ ... ..... - . - .. .. ..... I ... I ... ..... . . ; z, p S, 1r: � 43 r 160 " 16 2 _," ', 'E' ! " t " t') ,U, � U -r % :3 : I L2-LT L ,. u 11�1 � I 0 � Q. 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(13 '_1 Q �, avity VdMt6 CL or colurritio 1) ID L j L IL 0) 0—� 4015C 5" rice to 5hop fire cxt, Office fim, floor 0 It S-t L If 17J �l r1i a a-, C L 43 11 0 Ffrcwall III U U 0-z —1 2AI05C uIrric 5t or eIr 0 M t X L X X P 0 0 4 hour rated wall - UL Pcelem V %P < LC) 2 /fire ext. Arch Alum. 5cr(ce 4000 - 13/4" x 4" clear N /4� r c r �i --,g fiLg 4�1 #U-703 - min, 26 Page rIV, otcel "facfhe unite w 1 /2" C\j amo�fzcdl "Fluelmoraze" sy9tcm w/ F15C 130 mph Exp. "C" Impact. rated laminated f lutee at 45" c.c., 2 5/L$,t mh 42" door thfckmeoe on chammelo , 2 1/2" 14 11 olaeo, reflective 5C = .50 Oil 10(011 on facirie - WK GKAGE M o- -1E - - I;raccal �ayo above -Its 2 kotc T tpc MK-6" 5pra 42" door roof [me etcr. E Crew Lounec a p P I IJ f r'rc r( 6cal from f oor to of Jeck. - — - — - — — - — - I - — - — - — -- -- — - - — - — - — - — - — - — ---- f [at area aroumal rj -1 elope 3" to Central dralm I r I I --------------------- L I I (D I 1 1 20' 0 It 1 20' 0 201 0 1' 1 201 () 11 j. 201 0 It 7ulg k N Off ice 4 5', N ;�A� A.00 1`6 E551 6 k-4 A00 W LT Al"o W. EWC It AICZgI @2 (1-4) F- - - - - -- -- - -- R# 13 R EV I.S 10. �.N 0 711 7 �q 0 5taff �ff !cc 2 b Lourloc/ Traimfmg Hall Ettry L 7a@101) 4'x 4'clear -;Iemporad ZQ elage In woo i f rame 96 Off ice 5 P-- 11,101, 4 If 171 2 It Off ice I oeet to F CIO 7 f Ire ext. 201 0't 4,0,J4101] 1 1 ,30'() It L ILL U, 7 DL S- -I L - on alum. f ramc ��<2AIODC FILE COPY S- �e,� U f I rf: cXt. 0.) L -% L5 4-1 4S 0 LL 0) a .2 :,3, m i IL r, > -0 ANU gL?R0?0SED WORK THESE PLANS ANY CORRECTIONS 17 W ARESUBJECTTO INSpECTORSIMT.1 E M ' IREQUIRED By FIELU X Ry I% OJIDER TOA % : IL MAYBE NECESSA pLICABLE�ODES�", OMPUT VV Floor 451 fl 5 C a [ C - I / a 11 - it Olt 75 43 i C1,11 C 111E: All lockcctrp 6)c privacy lockc, r2hall (3 . o r have APA compilarit levcr haticllcr,. FjmloH �E : lo� %3 Framc Kcrnarke AKEA FLOOK 5A5E WALL5 CEILING Cefflile Ht. Notco fold �cloourc w/ 1 2) pop rivicto & U Vark 5Jzc Thfokilcoo Door Mat'[. S— :3 1 3070 13/141, Alum. 5F 5F rull kamdle. push l,mr, pivot; h(hace, deawI LCN surface closer TKEMCC Vohol caulkime In fold --3 Entry - Hall V(My[,1-QC V 1 ry I * P1W Acouot(o 101 0H 5 F Full hamd1lo, push t,mr, pivot h(hgos, easolpolt, LCN surface closer 2 3670 13/4" Alum. 5F 5tool 5tCCI mutti-panol. 130 mph tfullt-up rolline aircraft door Off fcco Carp t P1W Acouotic 101011 elope, to xterfor - check for 3 1100276 10'1 ViriA * HIM HIM lmoulatedriM esiv. door &frame, UL"It,dtfadloolt lock, safety chalm 101 011 pomdfmo or loakle 0 cormero ,4 3070 13/41, Clooct Garpct vlmyi * P/W Acouot(c prior to 5F imota[latiom 24 oaoc pairitecl Ga[va[umc 5 3070 13/41- 1 HIM HIM lhoulatcA HIM 0alv. door Mrame, UL exit, aleadpolt. lock, safety chain "'�l 15teCl Poabolt lock, surface mtd.,�Ihrow/lock, chafm operator 5taff Loutioc Vimy[ ri[c Vlmyl * P/W Acouot(c 101 011 oft utter brace w/ (2) #14 x to 120120 2" OH collIme 7 11/2" 1 5ctf-tappfmorcrcws to -�z '91011 70 0 7 3070 1 3/41, HM HIM lmouloted HIM etifiv. door & f rams, UL cx1t, Joaalkolt lock, safety chmf� M & W Gcr, TIc Vim outter & wak pamc[r, yl * [)1W D/W 11-� 306a I 3/all 5C birch HM 1112 11P himetce, lockeet; outter or cave trim 5 ()1[ Crew Loumoc Virly[ Filc vimyl * P/W P/W + 30roa 1 Wall 5C birch H M 11/2 rx hirlica, ockeet, 20" x5o" woodfrmmadtformperad elass [Ito Vjjjy[ * [)1W Vinyl liro, opcfl to otructurc 5hop Epoxy —T p p 0 p m r Ito in r 0 30roa 1 3/all 5G birch HIM 11/*2 rP Whome, lookoot, 20" x 50" we" f ramad tempered olase lite q) 306a I 3/all 6C birch H tyl 11/2 PIK himoes, lookeet, 20" x 30" wood f ramed tempered olfff6a lite Medical 5toraoc V(Myl F(Ic Vitiy[ * 1)1W Acouot(c 1010 24 eaec Ga[va[umc offl 12 3065 13/5" 5C �frch HIM 11/2 FK Hitless, locksart, 20" x 30" wood framed tcmporoi olaos lite A/C Clooct Epoxy Vimy[ * D1W P/W 91011 f las h 1 me to matc h c well Within 20' of cormcre 0 4 0XI I c) &f 31hioh I � "I eE 1�6 aZHf t" 13 3062 1 3/L511 5C birch HIM 1 1/2 rK himace, ifookfact, 20" x 30" wood framed tempareal olnee lite panel color & f lhieh - E16cwhere epace VD (3'o.c. I 1,3/a" 5C birch HIM 11/2 rK h1hiactf, lockeet Aircraft Hamearl Epoxy I N/A Metal VIlryl lm5- 1 �room f hoh ramp, platformiSt atcpo fabricate to match each 4- 3065 15 306(3 1 31all 5� —birch HIM 11/2 PI W11010, privacy lock-APA automatic closer, kick & push plates 1 Wall IVI 11/2 FF Whose, locken. 20" A 30" wood f ramaJ tompered olass [Ito Notice colrtf�,uous length vfmyl bacc (typ) ollrect olue-,down APA, Claos "A" carpet 16 30roa 5C birch H Pafmteci Galvaiumc 17 306a 1 31a" 5C birch HM 11/2 rK hfmoce. lockliet, 6" x 20" wood It ramod tempered 01mee lite wall pamclo ja 30roa 1 3/a" 5C birch HM 1 112 pr Hingics, privacy lock. AOA automatic closer. kJok & push plates VV I �j cl, 0 W 116-ad 0 [1 C rj U [ C F5C 2004 -130 mph - Expoourc "C" 1,9 3665 13/41, HM HIM 3 hour r" HM door & frome AND 3 flour rated OH suttomsWc rollihil shutter, LCN at, device I 11/2 PF hilledf, lookeet, G" X 20" wood framed tompered olses [its 20 3065 1 Wall 5C birch HIM �D -610 w x 4-' a" h f (xcici 13/4" x 4" alum. 6toref romt w/ V Wim�ow Guttcr 5racc 306a I 3/a" 5C PF himoce. iockeet, G-I x 20" wood f romcd temporeel glass, [Ito MOM. "Low-E" lmsu[atc� ref lect(Ve. arcy glazi[me. F7 -- 1 5C -,hcretrfp All aroumd I riotall alome ALL guttcro & cave, trim �g2 300a I Wa' A-3 VD Exterior Alum. 5torcfront -Wpoo, 12 to have Vro" wfIde clear trly#rc� slidellte IhHM frame I (I ..... ....... ... ...... .. ....... ............... 1.1-1—.1- ...... .... . ..... .... ... ....... ...... . .... ..... . I-- .... ..... . ...................... .. ....... .. . ...... I .. .... .... I .. .......... ....... ............. .—.— .. .... ..... . .. .. .... ..... ............ I ...... P\ ....... .... ..... .. I ............... . ....... . . ..... .... . ....... ... .. ..... . .. .. .... .. ...... ....... ......... ... ...... . ...... . ....... .. .. ...... ... ....... .. .. .. ...... ........ .. . ............ .. .......... .......... .. . .. .... - .... I ....... ..... I ..................... 43 32 0 Ga[valumme roof pamcle 10 -C tramo[ueccmt awrifne ------------------ %) 413 . . . . . . . 15tructuraleave prcf imlohcdl E 3 P 03 6 outtcr & D5 L L q) 3 vinyl faced 641 0 It —3 v(my[ faced oa�lc Cmdl F(�crelao !me lmoulatiom 21- 43 trim 00 oa�lc end �carn cave 9trut 4' cildwal[ co(ummm cmefrccrca alum. awmimo f ramic - 8061-T-6 E ��t, awlifil amelc cllpr, to alloy - hcil-arc welded, faotcti to top of co(e. 43 purlime at 4' o.c. rri(m, w. min (4) 3/F x 6" etafmlcoo etccl anchor b bolto caet into top of Como. Col. 00 X 0 wall ofrte kb -P L q3 vinyl faced Qb -P 43 91 K:Z- LUgt U : Fil;Icrolae [tic, 2 5' �Opou ol- s- LL kh Fl�crolar, clear �c[ow haulich -F 2V :� S: I ;S1 , P US: L I r�) t >) 43 j�,_ (3 L fmterrmcdiatte f rarmc U Q-C Q--z -Z LX XP 0 Q 3000 oof 'fl;Icrmmc91m reinforced comc. prcfHohec! Ga(va[urmc wall pamcle I-, slal� on troatcc, compacted clean oamd ffl[ 4 hour rated wallo - UL Pcolem #U- acouotfo CCR(mo elope out V from CL 706 - min, 2ro oaec ea[v. otcel "fachio 11/2" f [Utcr, 6" 2 5/8" umite" w/ at O.C., mim. thlckmcoo VVK GRACE "Momokotc 1/2" WIN on 15/5" x . . . .. . . . . . . . . . . . . . . Tytpc MK-6't opray applied fire- 3 5/F 25 eaec ealv. ................. . . . . . . . . . . . . . . . . 7 7 . . . . . . otecl etude at 2' Ott 0. C. . . .. . . . 7 �77 proof !me plaetcr. Sea[ f romm floor to roof deck. :e E ..... ..... 3" faced vinyl Ffbcro[ao !me 7 7 7 7 7 7 7 7 7 7 7 7 K-11 Fll�crlae Hie. I A W llartla[ 5cctfom 5aoc ofm. A/A-4- 121 top of beam portal f rarmte cave ea[va(urmte outt downgpoute r/ 311 vimyl face Ouopcmdcd acouetfc cefifre Ffbcre[ar, in 0. > ?,-19ffbcrgla6 > imoulatfom K-11 fi�crelao > I > IIZII ef rt-----� rim out COL W/ D/W vcrt. to 7' 0" AFF imtcrmcelfate f rarmc Anchor botc, - V dia. x 1, ro" [One vinyl �asc 411,3000 Pei comc. rfla� W/ ro&1010 WWV A -4- art ITE efrt ' rrICtmi r 00 1 1 Me 5yetcM amelc clfipr? to purilmo at 5' O.C. min. K-18 F[l;Icrg[ao fmo, in wall 9(ab to roof ?-19 ffberelao lmou[at(om -7- 1/2" D/W ccflfmo on mom, 2X4 0aiv. etude at 0.0. vfliyl VIC f loor & baoc 3" vinyl faoccl / F ItzIt Ffl;tcrg[ao 1;�att (moulatiom + jj� � ;,t�IIIIU intermediate C7yqtCM �carm K-IE; tivcretao att . . .......... 7 Office & Ditry ceilfile a I a I I �ath ceiling M mom. 2X4 ealv, etude wl 1/2" D1W each Oldie, add lZ-11 Ff�cre[ao ]:,att (mo, 1/2" "Homm000to" ooum��oarcl real from c;omcrctte ola� to roof deck vlmyl �aqc ealv. etccl 1:aec track w/ powtdcr t;ir(v-,m ettude at 24" O.C. lmtcrrmc�fatte �carri guopemdedl acougtic ceflime horz. "Z" purilri at f laelmfne 3" vinyl faced weatherproof wall flaolhime - Fil;Icrelae �att cut Cxlet. wall pamjc[r, & lmota[[ imoulatlom Min. a', up �Clm(mcl them i,cr"ac imoulatlon ocal wall to roof deck add wall eirt CD roof line R-13 f il�crelae (moulatlom , 1/2" D/W on ga[v. "hot chammclr,__, 9 2' 0 It o. c, - r,-xt c n di DIW & f u r r 11 g offOff 6" a�ovc fimleh ccflfmo 3/4" dou�lc foil covered THEKNIM" foarn �oardl lmou(at(om - tape all jointc, w/ Mylar "duct tape" , foarm fill- �morm. 2*4 oalv. all pcmctratfomr, etude w/ 1/2" DIW each ofac, extend 6, aloovC fir. ccl(lme vinyl tfic floor & �aec /vinyl ];Iaec 4" - 3000 Pei colic. ela� W/ 66>1010 WWV over .006" polyethylene apor �arrfcr on treated, cormipactcdl lcan ealv. etecl �aoc track wl eamal fill 4 hour rated fircwall - UL Dcolert #U-703 - rnim. 26 gaec ealv, steel "facime unite" W/ 11/2" flutce at Ott o.c., 2 5/F rilm, thickmCoo on chammelo , 2 1/2" on facing - WR GRACE "Momo- kotc Tytpe MK-ro" opray applied firciprooffne plaotcr. ca r o rm 1��roraf t, Hamear Mr, EN ron. 9W 1191h Mg powncr arivcm e ua o all 01 all t 24" ox. vfmy� t > 12" x 12" thf �kChe;cl cdoc of 6[ab > w/ (f) #5 comt. w/ cormer �ars VL)ffm floor 5tructural k ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -7 .7 -1 .7 7 -7 -1 .1 ------- - ------ ------ -------- t , \ /�� 0 1 ba r2 C -7777,-,77 .777,77 77 !!7 7�77�7/�,;';, �>�/W/ 7 7\ -- -- ---------- . . . . .. fimf5h floor \x \x I.Ocn� X I !*:?n%-.-m��,�- :.... �. :�: -7 7 �7 7 7 7 7 77 \77\7/7�1�/\/ //Xpo \T 7-7- 1 ief x x N 01MIP M�t ee;(l . . . . . . . . . . . F\7 t) C A�n, e On 7, Ij /I 1API A /Y X. ---------------------------------- K i� +2 S- z S— 4-N U- '3 LL 'r L 4S 2 1L < N IL 43 4-1 cave otrut fmtcrn frame 8" vimyl faced FfIvcro[ao bie eablc crel bcam cmdwa[l colurtim wall eirte 25''10' clear below haunch = 26' E5" preffilfelhccl 0alvalumc wall pamclo 45" vimyl faced Ffbcrolar, !me, 5outh wall only otructural "Z" elrto Aircra�t Ha�iear cont, ba5c allolc comt. baec amele amchor volto amchor bo[to (31 ott fimloh floor -- --- ------ . . . . . . . . . . X Ij x oa��Icndl trim back bracc to occomcl frame [;me ooffft to match v� NOTE: door rurmlr be hot rolled A5TN ecotfome, not bullt 51zc per door hca�-, ojuircmcnto of 55( Mhcl z0fic ealb[c end cXtencedi over doore ealblc crdl trim 6 it vfmy[ faced Fibcre[ar, Ine T T- eab[c cmd beam 17� door header ramime 201 101t hcleht = 27' 6" efx pamcl afrcraft doore #5 cont. #5 doWC16 at 4' 0" 0.0. 1/2" c[oeccl cell foam cxp. jt. L 0 93 43 0 L Ih 43 OP L E L :3 43 >) 43 >� 3t 4S 1) %p L In W 43 4-1 L to q) 0 0 L IL ,3 -C L 1) 43 Z. >) r -E L -C 43 0 �- % 4-) 43 1) -) VTK from oamitary riocr Type 316 55 clamp prc-molcccl Ncoprcme flaoHme 55 ocrcwr, at 2" ox arouildl perimeter double otripc of "rope" caulk 1HESE PLANS AND ALL PROPOSED WOR ARE SUBJECT TO ANY CORRECTIONS, metal roofimo pancio MQUIRED BY FIELD INSPECTORS THAT vcflt Dctall 50alc 3/4" ::: V 0" FILE. COPY, 11/2" d1a. alum. tulbc raflo A A /6 Nx /A /A I /A /A //1 /A /A //1 //1 //N //1 /A //1 /A //1 //1 /A /A //1 //1 //1 7 7 //1 //1 /A //1 \x� 415 qj 0 < q- < �2 U- 14-3 E t c? n cc L, =3 Fr-1 QD Of ro --------------------------------- 5tructural "Z" &t exterior wall panclo I v 24 eaec G-30 hot eip ealv. �rtlp - fm5crt mfm 311 umder wall pamc[o - weatherproof w/ (2) otr(po of 5uticr "Famlaotfc" rope caulk �cf ore tfghtcl-frie pal-cl to wall com- mcotfori , it 117 21/2 24 eaec ealv. hoo� at each cxtcrfor �oor �oor — Kahl h004 exterior i stop & 0" 1/4" elase rcqufrcme E 114 a I I ealv. otccl 16 eaec �oor f ramc - �ack-pafmt W/ coal tar epoxy rubber of[cmccro H r H ce�- 11 -)H Extcrl o r �1, a t f, o o r o 5caic - 3 = it C TKEVC0 I I at wall pa� fully �C��d all arouri� 11 imoulatiom cc[ wall (jfrt 1. 15/6' x 2 5/6' steel 9tucits P1 o" 0. c. v, corner bca� "J" �cac� at &jaml:6 ilatcd "Low E" elacso 3/4" x 4 alum. store- irt w/ Arch Alum. ,dcrcoat flilleh, )r selected by owmcr. vv Q �1 f 441� 61 5calc - 311 = 11 011 A I u m I �i u m 5t o r cf r o �it v, fmqu[ated, reflective 3rcy 0[azlme um(t 3[z7;zfm0 otop 3 It ealv. otccl 16 3a4�c wirldow f ramc 2at*-paimt, w/ coal ;ar epoxy vlo-rIvlc oNl ,V,�^ "J, �Cael 'T 2x4- offl �lockfme hollow rricta[ oalv. otccl door & frame ---------------------- ru�b;cr ollemocro trfrm at door frarric ��77 prcffmfohcd1 0alvalurric & wcthcrotr!pp!ng prcffm(ohcd1 Oa[valumc Haiecr wall pamcic, H,V, Jam H,�i�iecr to `-`Hop - 2 hour ratc� 2 hour ratcIvI UL la�cl ga[v. otcc( frarnc 2 hour UL label �oor fully bed threolhold fm ocalant caulk F'EMKO #224A a[urr. ADA thi-colholdl \, w/ mom-okfol Tcl-rikotc" f iriolh 1/2H rnax. drop �I � - . . - --T— FEVK0 #22-4A ADA thi-colhold! w/ mor- ol<&?crm1<otc` f hiloh pour walke f luoh w/ �ottorri of 1/2" rcccoEi VA 01 WING 3 hour UL lalvcl ovorhcac! �oor ao9cl-lilvly ----------- ----------------- jarrilv 0 ham me[ -------LT1,rr,: T: T: Verify wall e- e) V1 e,- +- �- H,-- -f- i '� M 1/21, D/W morn. 2x4 25 eaec oalv. metal otu�o woo� 2x4 �lookfm 3 all aroume:� H V f rarmc ru��cr ol(cmccro door hite,nor HV Galvalurrc wall pamc[o 4 hour rated wall - UL E coiem #U-706 - rm[m. 2ro eaec ea[v. otccl "facime unito" w/ 11/2" flutco at 6" ox, 2 5/a' mfm. t1hickmeoo W?, OKAGE 'Vomo kotc 'rytpc VK-6' opra:1 app[fc� fil-cprooffne pla�tcr. 5cal f rorm floor to roof deck. MGM 01 mom. 2x4- 20 eaec ealv. rmetal otudo woo� 2x4 �[ockime all aroum� HV frame ru��cr oflcmccro 3 hour LIL lalvc[c� �oor & f rame offloc t//'.:3 WQ 5 1 'F [ [ ?6-- 5 Id �., - Hca 4- hour r,�tc� A I MW S- >; Z3 Sz metal .2 E pamclo L 0 1) % :3 24 eaec gialvclumc 0 L �srC f lagh1he Q�p P1, X coirtinuouo 24 gaoc x 4" ro Gaivalume cleat strip w/ E 10, roof Ime screws at 4" 0.0. :3 "I all alome. 413 >) 43 #12 x 3" roof fmo screws 40 G', O.G. a(oho cleat � 4� -X) L 03 OL 4-N 0 US 0 R) rcof(fant filler strip 0 q) o L uriJer ce:loe of flashitle '3 -g IL m U o :3 P CL (3 Oalvalumc `5KV roo- l I p wooel ywooel \'Atstccl purl(Mr to fagtcfl crdc of wall pancir, per MfYs. F13C 130 mph fastc�ilmg schedule q �1 r,1 t, 1' n �1 n I �1 KIT V — I it�E51>11F I : to P, iz i�s Exterior "--�jarn� & a 3/4" door jarri� ch I Wiria [Lock ill floor pc 10.0 acccptaircc for 120 W M� Zche. N ATLA5 "Koll-[ftc" Moidcl 523 ?`5 galvanizc4 primcci C, -3 9[ato, 16-0" w x It z ovcrhcaci ocrOce door w/ Typc F ia 16-0" h wl wfmd1ockr, aria wcathctrotrIppfrie, mitilmurri 55CC1 110 mph ratlile. Loca[ Kcp: TH-Coumty Pooro 335-7167 U- THESE PLANS AND ALL PROPOSED WORC ARE SUBJECT TO ANY CORRECTIONS O.H. Poor J.IM� REQUIRED BY FIELD INSPECTORS THA , t U� MAYBE NECESSARY IN ORDER TO rL 'COMPLY WITH ALL APPLICABLE CODES E q) -------- OH door ro[[cr otructural f rarnhie 0 0 hca� trim & f larhime jarm� channel Extchor Extcri'or CH Door 2. 3. 4. 5 I MECHANICAL OUTLINE SPECIFICATIONS MECHANICAL GENERAL PROVISIONS A. THE WORK OF EACH OF THE MECHANICAL SECTIONS INCLUDES FURNISHING AND INSTALLING THE MATERIAL, EQUIPMENT, AND SYSTEMS COMPLETE AS SPECIFIED AND / OR INDICATED ON THE DRAWINGS. THE MECHANICAL INSTALLATIONS, WHEN FINISHED, SHALL BE COMPLETE AND COORDINATED, READY FOR SATISFACTORY SERVICE. a. 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 MAlNTENANCE, SUCH AS VALVES, CONTROLS, DRIVES, DRAJNS, 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 PIE CE 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. PIPING, FITTINGS, VALVES, ETC. C 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 "K" 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, VENTILAT10N & 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. B SPLIT SYSTEM AIR CONDITIONING UNITS: AIR HANDLERS: EQUAL TO CARRIER MODEL FK4CN8OO6 W/ 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. SYMBOLS ABBREVIATIONS SYMBOL DFSrRIPTInN C. FANS: AS SCHEDULED ON DRAWINGS INSTALLED PER MANUFACTURES RECOMMENDATIONS. GON AIR DISTRIBUTIO 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 STRAJGHT 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 OA 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 REOD. TO MEET FLORIDA ENERGY CODES. REFRIGERANT PIPING: EQUAL TO ARMAFLEX, MIN 1/2 OR AS REQC. 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. MVD FD -0 MOD SID SID RR ER LBD ACCU AHU SA RA EF OA EA BID RAG MANUAL VOLUME DAMPER FIRE DAMPER (2 HOUR UNLESS OTHERWISE NOTES) MOTOR OPERATED DAMPER SMOKE DETECTOR BRANCH WITH 45* 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 L CFM NOTED RETURN REGISTER OR GRILLE SIZE L CFM NOTED EXHAUST REGISTER OR GRILLE SIZE L CFM NOTED SUPPLY RETURN EXHAUST SMOKE DETECTOR THERMOSTAT, -N- FOR -NIGHT- "G' FOR *GUARD" DIFFUSER RETURN REGISTER EXHAUST REGISTER LINEAR BAR DIFFUSER AJR COOLED CONDESING UNIT AIR HANDLING UNIT SUPPLY AIR RETURN AIR EXHAUST FAN OUTSIDE AIR EXHAUST AIR BYPASS DAMPER RELIEF AIR GRILLE 1' X 22 GUAGE BAND FLEXI DUCT,SE PLANS SIZE. MINIMUM RADIUS EGIUAL- TO ONE DLCT DIAMETER. EYE SCREW #12 WIRE CEILING DIFFUSER SEE PLANS AND SCHEDULE. CONNECT FLEXIBLE DUCT TO COLLAR WITH 22 GUAGE CLAMP AND FOUR SHEET METAL SCREWS AND SEAL WITH DUCT TAPE /"M-2� SUPPLY- DIFFUSER- DETAIL INTS vv� I CEILING GLASS -FLEX DUCT SPIN -IN CONNECTOR PRE-CUT MOUNTING HOLE DAMPER CONNECTOR SEAL DUCT CONNECTOR DETAIL �, �41 INTS CAULK ALL JOINTS WATERTIGHT IN THIS AREA ___fCONNECT DUCT TO PLENUM AS HIGH AS PJOSSIBLE LENUM lir 1/2'MESH SCREEN 0 BACK OR TOP SLOPE DUCT UP IF POSSIB,_E PITCH BOTTOM OF PLENJM DOWN 4* PER FOOT TO OUTSIDE (MINIMUM) BEND OVER BOTTOM BLADE O/A LOUVER ACCU-2 Prov� ks ono RIL PPVV to AeOXS Saed Q�d i ------- 77= 1 12�12 GA to�er 120 Cfn Medical ACCU-1 Storage K-74 Aircraft Hangar 14x6 RA Clos. 6x6 SR --;� Cf. [3 CtYP2) 2444 DN to AM Wet AH L - 2-- -=� Ftex. C�ectian (%M Supply and Ret�) J--N 24x16 DN to AM AHLI-1 Stoff Lou,nqe/ Training 8x6 OA � �M DUCT CONNECTION TO WATERPROOF LOUVER ��4 INTS Split Air Conditioning Schedule Indoor Unit Outdoor Unit No. CFM ESP (In.wg.) Cool Heating KW STEP I / STEP 2 Supply Fan HP Electrical V/PH/HZ Compressor RLA Fan FLA Electrical VPH/HZ Manufacturer Model I (based on orried Notes Total CA Total Sensible E.A.T. DB/WB MCA V/PH/HZ Indoor Unit Outdoor Unit 1400 160 .75 41.5 31.1 78.9/65.5 8.O/NA 1/2 46.9 230/1/60 64.3 1.5 230/1/60 FK4CN8 006 38TUA 042 1,2,3,4,5,6,7 AHU-2 ACCU-21 1210 120 .75 34.5 1 25.9 1 78.9/65.5 8.O/NA 1 1/2 46.9 230/1/60 1 56.3 1 1.5 1 230/1/60 1 FK4CN8 D04 38TUA 036 1,2,3,4,5,6,7 Notes: 1. 2. 3. Capacities based on 95T ambient Provide high static drive accessory Size and configure refrigerant piping 4. 5. per manufacturer's recommendations Provide 2' replaceable filters. Provide flexible connections to all supply and return ductwork. 6. Provide manufacturer's programmable thermostat. 7. Vertical unit on supported plenum. Provide condensate pump. DUCTWORK CONSTRUCTION SCHEDULE DUCTWORK SYSTEM DESIGNATION SMACNA PRESSURE CLASS (IN WG) NOTES SA RA & MUA EXH OA AHU-1 2 2 2 GENERAL EXHAUST 2 TRANSFER AND RELIEF DUCTS 2 Notes: 1. DUCT LEAKAGE TESTING NOT REOUIRED N X X RR Crew Lounge 10'da SD 270 cfn 10.9 RA RR75 CrA 40 Cf. . a042 SA MN ex" 1,_ 0 fi C 130 11, X fr;; SD 140 cfm 1040 RR: 245 CfA as. 1?x2 GA ti�� 160 00 4 10'a" SD 290 cf. RR M cfn era* Vol* SD Erdio SD 160 cfft Office 4 Ext�7 j 1 B'do So 164 cf n RR cfn ce 3 O'ck So ..170 cfm a RR 164 cf. 1040 Pit 240 cf. I(rdfid SD 2so cf� frd4i So Entry 175 CfR IVcFA SD 255 cf. Rec. Bookeeping ASHRAE 62 REOUIREMIENTS WMBER OF OCCUPANTS 14 OUTSIDE AJR CFM PER PERSON 20 CFM [ TOTAL REOUIRED OUTSIDE AJR 280 CFV FAN SCHEDULE DESIG SERVICE CFM ESP (in.wg. RPM MOTOR HP Electrical V/PH/HZ DPJVE TYPE FAN TYPE Manufacturer & Model I Notes EF-1, EF-2 EXHAUST 75 125 1500 50 W 120/1/60 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 WTH SPRING TYPE VIBRATION ISOLATORS 5. PROVIDE SOLD STATE SPEED CONTROLLER MOUNTED ON FAN HOUSING. 6. INTERCONNECT FAN TO UGHT SWTCH OPERATION. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS 1 4 MAT AEQUIRED BY FIELD INSPECTORS T N ORDER TO MAY BE NECESSARY I S. H ALL AP CA LE CODE COMPLYWIT.,,_- _B XZ i �i.� t q L C* L I Li Z LD 71 LLJ _j < <z U IT C, L_1J U C:] ru CU I < 01 Pj ru L 0 1- c 0 C) 0. < 'a C .9 0 S U SXe e t M Hangar WW-III ELECTRIC WATER HEATER SCHEDULE A,O, SMITH MODEL 80 GAL STORAGE CAPACITY, XX KW ELEMENTS-48OV-�4-0— WIRED M UNION ITYPI 2- WIDE 16 GA7-,., STEEL BAND, SECURE TO WALL W1 WOOD BLOCK- ING AND BOLTS WA 5' DEEP 22 C GALV. STEEL 3�.�N P W1 HEMMED EDGE�S ;-D D AND SOLDERED tl �P WATER HEATER DETAIL '\� V NITS SEE FLOOR PLAN FOR CONTINUATION n BALL VALVE (TYP) EXPANSION TANK EQUAL TO FLEXCON MODEL PH-5 1.0 GALLON ACCPTANCE VOLUME COMBINATION PRESS, -AND TEMP. RELIEF VALVE COPPER PIPE - SIZE PER MANUF. TERMINATE OVER FLOOR SINK I' COPPER TERMINATE OVER FLOOR SINK PLUMBING 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 SON/ SHUT OFF VALVE FD FLOOR DRAIN P.O�C. POINT OF CONNECTION VTR VENT THRU ROOF SHUT OFF VALVE (BALL) Hose Bibb wl vacuum breaker C.I. BENII� 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. /'P-'\\ FLOOR CLEANOUT \,��21 NTS AS TIGHT MANHOLE T� AND COVER F13R TRAFFIC DUTY F INLET D TOP REFOR : D FOR TRAFF ANTICIPATE 6'THICK CONCRETE 36'DIA. PRECAST MAN- HOLE BARREL SEC. - MAY EXTEND AS A WASTE OR VENT CHROME WALLCOVER L SCREW WALL PLUGGED TEE W1 CLEANGLIT FLOOR LINE I/8'C.I. BEND BALANCE OF PIPING SAME AS CLEANOUT TO GRADE. /'�P WALL CLEANDUT DETAIL \,�O NTS PLUMBING FIXTURES FIXTURE _T I T EM WASTE TRAP VENT CW HW j REMARKS Briggs Oxxx. ADA Conserver 1/2'chrome plated brass watt WATER CLOSET 3' INT. 1-1/2'1 1/2' stop. White, Otsonite Model 95 (bottom outlet) i open front seat Briggs #6603 Whitman well LAVATORY 2' 1-1/2' 1-1/2' 1/2' 1/2' hung, Gerber #80-4 3-430-66 w/ ADA handles. white ADA trim E.L. Mustwe 0 2OGG molded drop in KITCHEN SINK 2' 1-1/2' 1-1/2' 1/2' 1/2' Gerber # 80-43-430-66 w/ ADA handles. Grey granite, seal to polymar co��ter /177\ FLOOR DRAIN 4' 4'4' 2" --- --- i J R Smith #2010A _SS American Standard 'FLORWELL' SERVICE SINK 2' 2' 1-1/2' 1/2' 112' #7745.011 sink with #8344.111 Faucet. I HOSE BIB 1/2' Chicago 9293 LK jw/ vacuum breaker WATER HEATE 1, AXISMITH #ORE-30, 30 gallon 220 VOLT/60HZ/1 PHASE. (2) 4.5 KW ELECTRIC WATER EW 2' 1-1/2' 1-112' 1/2' COOLER EMERGENCY --- J/4' EYEWASH/SHWR D � FLOOR DRAIN ezE� 2' 2' 'N 2/ 2" J R Smith #2010A e) REMOVABLE ! OUTLET SOLID MANHOLE COVER � GRADE OR PAN AS REWD C 11 (5 r oe ' Es 11 �2' 2 2' 2� v7 JL r)j 1-112-1 01 %1f_1 P"VTR IN --r' I I (:,:) .. —/S.% 12 N.. 117' 2,-D, 21-01 INLET WATER LEVEL Lir ET Riser. Diagram PRECAST CONCRETE CONCRETE NN �- GR13UT SANITARY PIPING GREASE OR STILLING NN-CAST IR13N TEE TANK-_!EP_T1_C/ PARTITION VITH C.O. PLUG 1/2' SAND CUSHION- I- N.T.S. OIL SEPARATOR \1�3 NTS SE SITE PLAN FOR CONTINUATION. ............ . ....... I ....................... .. 43 L -------------- ------------------------------------ r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = ---------------------------------------------- --- ------------------------------------------- --------- ----------------------- - - — - — - — - — - — - — - — - — - -- - — - — - — --- �;;J �- — — - — - — - — - — - — - — - — - — - T= — - — - — - ------ ------ ----------------------------------- - - — - — - — - — - — - Ffrcwatl #U-703-mfh.26 oaoc aIv. rnccl "facilip umft6, W/ 1 /2" f I utcr, at 6' ox., 2 5/5" mim. thlokmc5o oti charmcle , 2 1/2" om facfmo - WK GRACE Womo- /Z kotc. 'Fytpc MK-6" eloray lD applied fire roofire plaoter. 5cal f rom froo - to roof cicck. .. .. ... .. ... - - - - - - - - - - - — - — - — - — - — - — - — - — - — - — - '- - / tj-�/ r7l - - - - - - - - - - I -4 - - — - — - — - r-J, 104 F F �j 6D ty I - Ll Lg Ht F1 xt u r C 5C H, Ce� U C lmota[[c� itcme r7hall rmatch [anip & idfetri�utlom. V.srk Pcoci-fptfori Manuf. Gataloo NurI voltaec Lampc7 No. Typc Watt Ffmloh Moumt A 2'x 4' - elrop-im flour Graimeer 3XY97 120 4 F32-Ta-35K 32 white c(rop-fm 120/240 V L3 hfoh �ay pcn�aiit Grafneer 4V603 20a 1 MH 400 alum. pemclamt bot. fixture 0275AFF, 5afety chAlh &guard - G oharp cutoff wall pack Graimeer 3YAe)2 20a I MH 100 alurrfmum wall provide wall plate & 5ttel Vockime a5 req'4 - 1) cmc[ooM f [our. tu� f (xture'' Oraireer 113pa4 120 2 F,32-Ta-35K 32 white PCri"Ilt, provicle suspemrioh ae rcquirM - EX comivo exit/cmerecIncy GrafnocrT— 4PH15 120 — LED MR-16 3. a/5 White collime 90 mim. battery backup - F Wall mt. flour Gralmeer 3va3a 120 2 16 White wall Exterior wall [foht W.F. Harr(5 3GE11 120 2 9 White wall mourt vertically - otam�ar� mctal mom 2 1/2" x 411 x 2 1/2" �ox provl�c whitc p[aot�c b;lal-k covcr for �oxco uruoc� for �atalcomm moumt CL at 1(5" AFF Tf, /`Data J5 �; P M %) LbLeq) I U -E % :3 +3 qu 43 F E L >) 43 >j 43 +I _s: t t- 43 -r �: - X > >) 43 U L P L 1) W t) L E: M 43(g 0 L if, k) 43 13 L L LL CL L q3 o 43 CL -C :3 4� () >) F L -z X L A! E 2L L 0 IL U. 410, 03 % z 93 s- < CAI- 0 -2 43 L 4i IL kND ALL PROPOSED WOR';( 43 �2 ITHESE PLANS I ANy CORRECTIONS IL s- ARESUBJECT 701 F > U " THAT < 10 REQUIRED By FIELD INSPECTORS THAT < i C j mAy BE NECESSARY IN ORDER TO, COD CAB* COD z -E J4 M 43 N 5calc - Val' - V Oil I rn el 6 :3 rz Ham,3ar WW -111 . ... .. .. .. I ........... ..... ......... - -.11 . ..... .. . ... ........ ...... 1.11, ... . .. .. .. .. ..... ... 1.11-- 1 -1 .. ............. . - -... .. .. ....... .......... .. of 2 ----------------------------------------------------------------------------------------- I ----------------------------------------------------------------------------------------- -------- - - - - - - - - - - - - - - - 7 -- - — - — - — - — - ................ ...... ....... .. .. .. . .......... ........................ ................ I ..... 11- - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - jat; 0�;Jlrdlmo receptacle C ... . ...... ...... UL la�cl aircraft grounAlhe strap, Ffrcwall �offdl to foundation re-�ar & 4 hour rated wall - UL Dooloh orouhJ rod at, each location #U-703 - min. 2ro gaigle latv. 5hop (typical of 4) steel "facimp units' w/ 1 /2" 5toraec f [Utdo at to, 0.0 2 5/13" Mir. thickiless on ch'a'limc[s , 2 1/2" on faclifo - WIZ Gle.ACE Volio- ME V kote Ty�pc MK-G" spray appli proof Ime plaster. :L Sea[ from f [oor to roof dock. Hall Afriorg-Ift fit, PlAR1111110 Crew Loutio - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — -- �%' /' 1, " I — - +4011 Ir-C-1 : - — - — - — - — - — - - — - — - — - — - — LT At W rr '+14" GFI Ewc AHU 1 -- — - — - — - — - — --- — - — - — - — - — - — - — - — - +60" GFI > All �_E r I 3CDC Lounoc/ Trainfmo 30 Y all 0 rs cohtactors — - — - — - — -- - — - — - — - — - — - - — - — - — - — - 1> +421 tylp. all 41 x 41 x 5/6" C PX pointed OA nq r'� around Plywood t server cloect - -- - - - locatio Panel 15 wp/ofl I L 11 untes otherwise, noted, service 11 hallear outlets 0 +42" utter UG scrvfc cord. to wo 0 FFUA xf rmr Faticl A Type, MLO - 205v, 200 arnp - 42 circuit - 3 phase - 4 wire Load Watts A Watts D Watts C Trip Circ. A 5 C Ciro. Trip Waus A Watts 5 Watts C Load 3.5 Toil 11960 * 50 1 2 50 3334 10 KW A/C Corial. 50 3 4 50 3334 — HeatstrIp 13000 50 [ 5 to 50 3334 WH Emcre. Lloh-ts" Timoclock EWC (GFI) Office Lfghtfrie Office 1-felhtimo Office Lightfrie Shop Llehtfme OF] Outtetc, GFI Outlets OF1 Outletr, 1500 300 950 10 1500 75 r) 350 loaci 300 1 '950 50 ,,. I- � 1950 loao I 20 20 20 20 20 20 2 0 20 L 20- 20 �4 2- 20 2 E�_ 7 'q -J":h-r1-l0 71 —1-- 1 _t__� - I 17 -1,9 232ml- ig 25— a I -J-- 12 14 2 ;__�50 —rL-- 2 a - - I 20 20 -��O— 2 20 50 50 - - 10ao 10ao 3334 — - 1 10ao loao 3 T3_ _4 3oo_ 10ao 3334 spars spare — Exit Lights ** recepticale lZcceptIcato rccept(calis 10 KW Hcattiltrip Spa re - - - - Z z Sparc L Z?I�:: 34 spare Spare 3.0 Toll 145,50 3ro Sparc A/C Comd. Spars Sparc 37"' 3 41 35 40 42 Spare SpArc Spare Dus A 15,93a mot fm accumulatforl DUO 15 13,106 l5attcry �,iackup DUO C 11,32 a Total 40.374 360 AMPO Cst, 40A KVA Off !cc 4- 21 0 It 3 Off !cc 2 0 Entry Off Ice I Panel A Faflcl 5 Type MLO - 205y, 200 amp - 30 circuit - 3 phaec - 4 wire Load Wats A 53C Watte 5 Watts C Trip Ciro. A 15 C Circ. - Trip WattsA Wa#95 Watts C Load Jot Aircraft recciptaoic 6000 50 1 _r"_ 4_�_ 2 5PArc - r 0000 50 3 4 Spare P 6000 50 5 -r"- to 5pmrc 5 hp air 2500 30 7 " 5 Spare compressor 2500 2500 1 30 91 10 Sparc leao 20 11 12 Sparc Llohtto laao 20 13 -t- 14 Sparc Tro _ao 20 15-t-l- 1 to Spars Hamear Hfoh-15my IrSao zo -T?7:�� 15 Sparc ieeso 20 ZO Sports Lfghto 145ao 267- 21 -r' - -r,,- ZZ I Spars 3F1 Outlets r'cGcPt'lca[O r-cooptfoals; Sparc 10ao loact 1060 0 20 20 — 2 Sparc Sparc pairs spars Dur, A iz,94o Due 5 12"9.40 Duls C 10.4-40 Total 36.320/360= loo.aalompedist. 36.3KVA Elcotrical 5ym�ol Lcecmd L[J electric meter electrical Fancl fam/motor diecomfictot + Exterior L101ht Fixture =gr= cup[cx out[ctc, at 20" AFF + quacl outicta at 42" AFF 20av at 42" AFF ED 20av at 42" AFF Communication Equipmemt < Telephone Ethcrmet comiectloll to computer acrver - 100 Daoc T - cat 5 tv- 43 0 (3 0 ! L E L :E L , Ix (3 < -1>1 ;1) 43 0 L L 1- 20 ID (q 13 %) 4_1 PU @ 10, L 043 0 q) L %LU L Q_ 6"'� L 93 ot Z. 63X L 0 43 X 43 %43 10 b IL Article 220 NEC 5crvfcc Loacl Calculat(on Off Ice - 5hop Ocmcral Llehtlmo - 2000 of CD 3 VA ro,000 VA Heat 6D 100 'lo 12,500 V A 20 Kccpt- G 180 VA 3,7,30 VA Comprceoor 4,500 VA 5 hp coluipmerit 4,500 VA Water Heater 3,000 VA Jet otartcr 36,000 VA Total VA 70,2aO VA 70,2aO VA / 360 = 1,95.22 A E[cotrica[ Loaci Galculatiom V0 service also. elec meter r ic i,,- w f, r it Oil 100 A three - Phase jet starter receptacle raflol 5 205 v 200A 3 ph 24 cir 11/4" EMT wl (4) THW N #3&#Gcu oroumd 2" EMT w/ (4) THWN #3/0 & #0 Cu oround (2) 2" EMT. w/ (4) 3/0 THWN Cu each -� 206v 11 1 200A -u 3ph disc. fused 0 150 A _�_verify trans- former [OGAVOVI --------------------- UG Ocrvicie to MATram9former ratio[ A 20av 205 v 200A 200A 3 ph 3ph loc. 42 cir fused a 150 A Elec. Meter '.T w, '.) THWN 3/400 A - 205 V #3/0 & #6 Cu 3 phase oroumd #2Cu orouffel - �omtd to re�ar In ft'g & oroumd rod Electrical 5crOcc K�ocr ,Ts '(on z ic J IL THESE PLANS AND ALL PROPOSED WOR < ARE SUBJECT TO ANY CORRECTIONS to 6 REQUIRED BY FIELD INSPECTORS THAT. 0 AY BE NECESSARY IN ORDER TO M M B I OMPLYWITHALLA PLCABL CODE y CoapL K- S_ :3 I L F 'OPY L C re < Ha�iear WW-111 Lo L 2 1 ......... . .. ..... .. .. . ....... ...... ... ...... .... .... - ......... I ............. . ..... - ........ .............. .. I ... ... .... ... .... . .... .. ........................................... Y ASSREVIATIOW N z GO SYMBOL LEGEND + SECTION CORNER * LIGHT POLE FAI FPL TRANSFORMER PAD X WATER METER ri CATCH BASIN 0 SANITARY SEWER MANHOLE o CLEANOUT WELL FOUND AS NOTED 0 SET #5 ROD AND CAP LB# 4942, UNLESS OTHERWISE NOTED POWER POLE CONCRETE POWER POLE rw Z �WM SON w r- 020a PROT �IENP�v 989 > C) c Z :D C) < (J� U < T n n < 0 0 0 n oll Is' 0 Ce 0 k.�\c 2J.20 22.57 - - -- - -- - -- - -- - 0 TAXIWAY A ST. LUCIE INTERNATIONAL AIRPORT x EX. TOWER 22.56 21.93 S1 7E 30 EX. BLDG 23.2 (s) 0 7.02' 23.95 *r LL <1\' 22.08 22.9 AIRPORT 24.02 z z INDUSTRIAL i Q� z 2 >_ 0 On 0 PARK cj/ 22.5,3 D 00 0 t 23�23 TOWNSHIP 34 SOUTH z 30 IF29 RANGE 40 EAST 2J. 98 EX. FENCE ST, LUCIE BLVD. T-1 172 (AIRPORT ROAD) C4 23. z Ld z 0 24.0 Q LJ U 0 u u 15"Q '.0 ry Li 124.2 23.25 51 09 < 20.7 EXIST, SAN MANHOLE 24.6 .0 u 00 <c�' LOCATION 24.00 0 % N.T'S' R .76 �9 C, - �p_ LEGAL DESCRIPTION: D V EL. 15.86 2J.2 04Z, E INV EL. 15.96 0 S.IMINEL' 20 25.0 2J.8 24.0 -4.7 24., % PARCEL 8 N 89 *521 1(8 E 22.9 2&'6- 490.70 6� A- Z4.6 ALL THAT CERTAIN PIECE, PARCEL OR TRACT OF LAND SITUATE, LYING AND BEING IN 22.4 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 204 238 24.05 BASED UPON STATE PLANE GRID NORTH. THE DISTANCES REFER TO GROUND DISTANCES, NIT ARY SEWER MANHOIZV24.3- Toe 8 _�122.9 '\dy 22.4- N SAID LANDS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS, TO WIT: 249 P013 COMMENCING FOR REFERENCE AT THE NATIONAL GEODETIC SURVEY PRIMARY AIRPORT 24.0 PARCEL 8 CONTROL STATION STAMPED "LLICIEPORT 1989"; A �J 20.0 2J8 22. 6 23.2 24.10 �\ tx \ THENCE, BEARING SOUTH 45'08'02" WEST, A DISTANCE OF 746.05 FEET TO A POINT ON �o 2. THE CENTERLINE OF TAXIWAY CHARLIE; 21,0 23.5 22.1 22.3 THENCE, BEARING SOUTH 44'51'58" EAST, ALONG SAID CENTERLINE, A DISTANCE OF Z m llls� Uj Ld Q) � e� '08 �o 318.29 FEET TO A POINT; 3. 2 (z �j' 2 22.8 23,0 9 fp 2 a 5.j /� x 0 Q) 23.6 21.0 9 THENCE, LEAVING SAID CENTERLINE, BEARING SOUTH 45-08'02" WEST, A DISTANCE OF u 7918 25. 1 2J.0 -10 93.00 FEET TO THE POINT AND PLACE OF BEGINNING OF THE HEREIN DESCRIBED PARCEL; 0 0 24.1 2&J oe" '1111 24,02 228 z cn 25.6 1�0 1 0 23.1 Of 20.7 DIRT MOUND 12121 THENCE, CONTINUE SOUTH 45'08'02" WEST ALONG SAID LINE, A DISTANCE OF 776.10 (n w -�'22 8 __4�p FEET TO A POINT; Zo S \�, 20, 23. JO z (L 24.04 20.5 THENCE, BEARING NORTH 4,V51'58" WEST. A DISTANCE OF 293.14 FEET TO A POINT; 2E 2 < 2J. 0 2. cp THENCE, BEARING NORTH 89'45'58" WEST, A DISTANCE OF 588.20 FEET TO A POINT; V) w A 21.0 24.09 LLI to co 19.3 227 4.1 THENCE, BEARING NORTH OU07'420 WEST, A DISTANCE OF 410.00 FEET TO A POINT; <' * '�- 0 5�x 24.4 A, 26,0 Z' "� 19.9 22�v 20 49 7- 2J. 0 7 25.6 20,7 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 7 22.6 %o 22.7, THAT 'z 0 Q, 22. J IS 93 FEET FROM, AS MEASURED AT RIGHT ANGLES TO, THE CENTERLINE OF TAXIWAY tv .04 22.6 cp 2 20. CHARLIE; 0 0 N / �_ 22.9 THENCE, BEARING SOUTH 44*51'58" EAST, ALONG A LINE THAT IS 93 FEET 0. 22.2 0 1<11 I 20.4 2Z 7 SOUTHWESTERLY OF AND PARALLEL WITH SAID CENTERLINE OF TAXIWAY CHARLIE, A 5.2, DISTANCE OF 655.64 FEET TO THE POINT OF BEGINNING. 7 TOP 25.0 V 21 21.0 15 .19 21.6 lot, THE ABOVE DESCRIBED PREMISES CONTAIN AN AREA OF 690,700 SQUARE FEET OR 15.86 u 24.1 'cp 7-p <c�' �2 6 TOE' ACRES, MORE OR LESS. SUBJECT TO ALL EASEMENTS, CONDITIONS AND RESTRICTIONS AS o 'ec' Z V) L3 22.7 U CONTAINED WITHIN THE CHAIN OF TITLE. kpx > N \ .�' -i �K22.5 921 210. 19 10,41, 1� 4 21.1 0 < m 4 3.1 X 23, -21.0 Lj Ld 0� A- 2J.2 0 -�02.4 NOTES: > E) <\ SUBJECT TO ANY APPLICABLE EASEMENTS, 0 � f - Lo /0 RECORD. LL �t (0 91 5 T:V / , . ' %� RIGHTS-OF-wAYFIl QPN YSO F A- o� ej _7� (0 20.4 22.6 ".8 2J.0 23� 0 0, A SEARCH OF THE PUBLIC RECORDS HAS NOT BEEN MADE BY THIS OFFICE. V) LLJ 1 x All V c)) 2-2. 2-2 22.7- cd V) U at_)tsx, 4 T\' 1A BEARINGS SHOWN ARE RELATED TO LINE BETWEEN "LUCIEPORT 1989" AND "LUCIEPORT :D 21.J 208 z 2Z 6 �x 2,8 o'. Rp" 22.71 OF' SWAL 6��4 lu� 2 AZ MK 1989". SAID LINE HAVING A BEARING OF N 44!04'24" W. 00 ,;)It% w or Of J.J x 0, V) 0 Too rn 2166 2 20.0 20731.�T� 22.6 -0 LEGAL DESCRIPTION PROVIDED BY CLIENT. X 23.65 2 u 2�2 Z4. b 2 06 m ELEVATIONS SHOWN HEREON ARE BASED ON UNITED STATES COASTAL AND GEODETIC Z LLI Lo 22.8 -230" 1983, HAVING A PUBLISHED ELEVATION OF 20.46 FEET LJ I__ 23.4 SURVEY MONUMENT "Z 20 20, .,Q 46 23 N.G.V.D. (1929). u 3 V) 0 lid, 0 z E 22.78 .9 /�V' '!�z AIRMANS DRIVE (100' PUBLIC RIW) '%�' PROPERTY LIES IN F.I.R.M. ZONE "X", AS SHOWN ON PANEL 120285-0176F, DATED Z N 0- 23� 6 0. _j Lj 0 2J.40 ?;2,3 73 21 2 1. 23.0 Sr� I + +,5'- 2 EXISTING 14,0 24.19 IN ACCORDANCE WITH CHAPTER 61G17-2.005, BE ADVISED THAT THE SURVEY DEPICTED �-�,�-229 2J.5 I CII 1 - - - - - - - L2.90 _L3 54 _ 7- - - - - - - - HERE IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE. > OF EXISTING 3r. L-) q, MIS .21.43 DMwe PIPE IN ACCORDANCE WITH CHAPTER 611317-6.003, ADDITIONS OR DELETIONS TO SURVEY 's� zp - 3)m 10 22.5J M*S OR REPORTS BY OTHER THAN THE SIGNING PARTY, IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY. A- 22.65 sr 2121 Z < ' 'p :Z::! < < .01 - - -- - -- - -- - -- - -- --- THERE ARE NO ABOVE GROUND ENCROACHMENTS UNLESS OTHERWISE SHOWN. z z <\ y w m 23.54 0 25.16 KI \% rl _K 23. 2225 -A- 5c + 0 NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA 40 m LICENSED SURVEYOR AND MAPPER. <z< %�o r2 - - 00 22. �6 v - -Z -u A, 22.23 2J. 71 22.87 21.80 22.18 23, <\ THIS PLAN INFORMATION TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. > x\ 2J� 11 2194 2371 <1\ -HORN AND ASSOCIATES, INC. LE #696, PROJECT PROPERTY CORNERS SET BY KIMLEY 22.5t 0 cl c-, 2313 5� m 0 NO. 044721017, DATED 11/14/05. ro 'a 0 6.60 22, 10 A- 21.82 CERTIFIED TO: FIRST NATIONAL BANK AND TRUST COMPANY OF THE TREASURE COAST, z 'I. w cp 0 z 1,�, 2N 2J- 2 ITS SUCCESSOR AND/OR ASSIGNS; ATIMA; COMMONWEALTH LAND TITLE INSURANCE Lj w 22.7 :1 0 p 1510 �p COMPANY; GANANO HARRELL & FERGUSON, CHARTERED; 8 & E HOUK ENTERPRISES,INC, U) 23.A2 3.76 .,ZPQ 4. 2 0 SHEET NO.: 01Q 3r 1�� % L X 54 r7l x </ ROBERT F. KEMERSON OF PROFESSIONAL SURVEYOR AND MAPPER STATE OF ALORMA (PSM)j 6285 3)o FIELD DATE,-05106105 JOB # 04-762 S 45'08'02' 911 Am4w mR�&�y 746.05 CONKROL SrATIGN EXIST EP T AY AX1W CHA RL If 5 44051'58" E 318.29 - - - - - - -7- -7-= -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FND NAIL EXIST EP NOVD --------------- ___ -------------------- FYIRT FP RECOVERED ELEV - 22.06 5'X15' CONC ZONING: U 10/12/00 RUNWAY SIGN ::�79 PAD S 45'08 02 W LAND USE: T/U f zy 97 uu, 5K \,I/ S 44*57'58" E 655.64' SITE DATA- zL ""\'TFND &D NO ID 42.21PKS.E. ON LINE N LIN' BOUNDARY LINE5_ DARCEL SIZE 690,700 S.F. 15.8563 ACRES 100.00% A -PERMITTED BASIN AREA LINE ._X. BUILDING 35.000 S.F. 0.8035 ACRES 5.07% B-FOR LEASING _X. PAVED AREAS 179,084 S.F. 4.1112 ACRES 25.93% EXISTING ASPHALT IPF�ON POB L 1 PURPOSES ONLY LINE -_X. CONCRETE AREAS 40,632 S.F. 0.9328 ACRES 5,88% PA EL 8 PA C11 11 PARCE-L S DROPOSED BUILDINGS 71,567 S.F. 1.6430 ACRES 10.36% O� FOUND P DISK F UND P DI DROPOSED PAVED AREAS 133,702 S.F. 3.0694 ACRES 19.36% 690,70o SQ. FT. IROPOSED CONCRETE AREAS 1,834 S.F. 0.0421 ACRES 0.27% 15 86 AC. 0) 'OTAL IMPERVIOUS 461,819 S.F. 10.6019 ACRES 66.86% 'ERVIOUS AREA 228,881 S.F. 5.2544 ACRES 33.14% �ARKING ANALYSIS: -HANGARS WITH OFFICES N ANGARS 60,000 27 SPACES 5' CONCREI�E 2400 WALK, TYP. FFICE 7,025 = 35 SPACES PROPOSED OCKED �-P�RCEL 7 6 K_ 200 MAN GATE FENCE b�p /_ ARKING REQUIRED 62 SPACES (INCLUDES 4 HANDICAP) ----------------- CON �_� I ARKING PROVIDED 78 SPACES (INCLUDES 4 HANDICAP) TOE -c- rl � I _0 36C 120.00 20.00 1 jo O� )WNER: PROPOSED METAL I EIISTINC CONCRETE ORT PIERCE AIR CENTER 982 AVIATION WAY HANGAR #1 LEGEND 1 14 12 &F C/o ORT PIERCE, FL 12,000 S.F. Hop INV. �L. 20.78 EXIiTliHid HAN6AR 1 772) 489-2285 -8 14,944 S.F. TOTAL ,EXISTING HANGAR g HT.=35' q 12 WEST PROPOSED CONCRETE AREAS -p 0 Bis 11 C)o U- C 'NGINEER/SURVEYOR: F.F.E.=24�67 OP 1 /xova� I I I I I I 2 &F, FFE=23.95 BLE 23.7i3 ELCON GROUP, INC. i FICE 02 S.W. PORT ST. LUICE BOULEVARD PROPOSED HANDICAP SPACE 120. 20�oc PROPOSED ASPHALT 50.0'- 7� 50.0'- 75.2- Lf) ORT ST. LUCIE, Fl. 32* 772) 879-0477 F. F� E. PROPOSED FINISHED FLOOR ELEVA N L7�G CONC -j PPOP05ED CATCH BASIN C z EN RCHITECT: 1 20.00' EXIS G ASPHAL T PA DHN M. FOSTER PROPOSED DRAINAGE DIRECTI AL ARROW PROPOSED SIGN 1205 RIDGE AVENUE 04 DIRT PIERCE, FL Kim 0 41 Fair 772) 871-1256 Im PROPOSED MITERED END CTrON (MES) VAL VEBOX C, X\ XX. XX PROPOSED ELEVATION EXIST. SAN. MANHOLE ANDSCAPE DESIGNER: RIM EL 23.27 �r XX. XX VI � I , ILLIAM FLINT EXISTING ELEVATIO PROPOSED METAL Ll: 1 11 CIO RIM, CL. 23.31 z , 1(31 Z 310 SE COUNTRY CLUB LANE 0 0 HANGAR #2 5 XJ, T. SAN, MANHOLE rUART, FL r"7' EXISTING CONCPE AREAS 130.9'- 12,000 S.F. cz, N 41 EXISTINGA5PH TAREAS 10 RIM EL. 2J.25 '72) 220-0424 14,000 S.F. TOTAL CIC INV, EL. 20.42 01 HT.=36' EXISTING HANGAR 0 P POSED LOCKED I ly F.F.E.=24.67 4'0 LIFT � I h / / 0 FF.E=24.41 I'f STATION N GATE & FENCE 5X5 -, TOP EL. 24.47 Y ki I LF I <�, Y� (rl " I / �, I F. INV. EL. 18. 74 lj� jl�p JUL" (4) SVs CS V)y, Y Z" ... ............. 775 -------------- --------- PROPOSED 900 &F. 11.1100 SFT�"� ------- I l�/ SHOP of 11 .. ------ It I ------------------ ------------ 4xlC CS FLNUL, "r. REC I FWT+6011 INV=22.04 EXISTING BUI ING 10/1 t, j 4.90,00,01 F.F. E =2 I I 'Ovuu I FL uu IL ui .1cro 1 1) E ---- ------------ ------ R20, 7q :1. BACXFL( N k EX. TOWER rn� 135,37" W I lLy In N 44 SIAME �E:Da �1� r le >1 y 76.37- p PROPOSED LOCKED -FIRE HYD ANT 'GATE & FENCE Cj 7\ U-39.27100 01 R-2&001- GO 100*00" �z kN "t �6 , X/ 1.6%69' -5 Tl�LG 90*00,004 DRAINAGE DITCH 9 F do, <51 4 EXISTIV SAN. MANHOLE �,%h I I �/ - - - - - - - - - - - - - - - - - - - 20.4 It, I RIM EA. 22.74 1 . .. . .. - VIER D 01 71.4 /1 0<,\ c INV. 4, 2/00 INV SIE. 11, 36 BOT. 6L. 11.24 e, Zz , tv v K2 C2. /V =--Ji _CL - - - - - - TOC OF-StOPE 2,c?,3. �0. 4 ------ 1�:� - - ------- \< EXIST EP ft- - - - - - FP -- ---- - --------------- X LOCATION OF 10' WM IT Z'N r BM NCVD R20' he ELEV. 22.59 4 1, NGVD EXIST, DIR� A N , I ElrV - 25 Q) -q. et - I 01 Or I IV TOP OF SAN H RECOVERtu 9 TOP=25.89 T"ci SE= 13� 14 \10,/12/00 , N. NW= 13.09 (5) a - > R Ov, k it 9 01. D, 4 > A �b %0' 61 0 PRe)Dr%lzrn '265' ASPHAI T 0. C�_ DRIVE & z 714 N PROPOSED 5' 14.1 S"A. CONCRETE WAL KID RECO S1 TE )m ST. LUCIE INTERNATIONAL AIRPORT AIRMAklS DRIVE A 199w� W NM NON Air v I% w IN Cn < z -:9: AIRPORT 0 z S2 z INDUSTRIAL 0 Ln 0 - PARK < 0 30 TOWNSHIP 34 SOUTH 0:: = - I 1 � F29 I RANGE 40 EAST I- Ln (A ST. LUCIE BLVD. 31 &32 a: F_ z (AIRPORT ROAD) Ln C14 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 0907'42" 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 CENTERLINE OF TAXIWAY CHARLIE; THENCE. BEARING SOUTH 44'51'58" EAST, ALONG A LINE THAT IS 93 FEET SOUTHWESTERLY OF AND PARALLEL WJTH 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, INC GAS, ELECTRIC, TELEPHONE, CABLE, WATER AND SEWER. 3. ALL UTILITIES SHALL BE PLACED UNDERGROUND. ADDITIQNAL NOTES: v -BUILDING SETBACKS REQUIRED = FRONT 40', REAR 30% SIDE 20', SIDr-0 CORNER-2e -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 p -S.L.C. STORMWATER PERMIT WILL BE APPLIED FOR -ADDITIONAL PERMITS REQUIRED: SFWMD, FDEP I L I'VA0 -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 I YEAR FROM START DATE NOTE: DRAINAGE BASINS ARE AS SHOWN ON "EXHIBIT 3" BY HNTB DATED 4-8-02. BLUE DISABLED PERMIT I - OF STOK 4' PAINTED DOUBLE ONLY 12-0 OR&ONUET WHITE STRIPE M (SEE DETAIL) 5oo' RADIUS HYD NT BLUE BLUE B L FU,�% BLUE R )SED FIRE REMOVE/RELOCATE NOTES: I . TOP PORTION OF FTP 25 & 26 EXISTING FENCE (T�P) SHALL HAVE A REFLECTIVE BLUE BACKGROUND "TH MITE REFLECTIVE SYMBOL AND BORDER- BLUE 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE YMITE BACKGROUWD WTH LACK OPAQUE LEGEND AND BORDER. TP 25 & 26 MAY BE FABRICATED ON �7 CNEPANELOR t*O 4. F TP 25 �S FOR �E I'N AREAS WERE BLUE SECTION SPACE S LIMITEUr). BLUE z \0, PROPOSED PARKING SPACE PROPOSED HANDICAP \0 WHEEL STOP PARKING $PACE (TYP, SEE DETAIL) (TYP, SEE DETAIL) PARKING SPACE WHEEL STOP -HANDICAP SPACE DETAIL 0 < 0 U cn It to Ln to 06 LLJ I- Z ui 0 ul z 0� Lu Lj 50. \�A z Z Q. ce Lj < LLI x LL Lc) LO 't V) > z _j 000 M 0 >_ LLJ (N N LLI > _j �0 T i_: LL =I V) . `� < 8d I-- Lli r, L, ch Fj 't 0 0 V) OD 0 C) w 0- _j Ui Li Lj �i F-2 LLJ z V), cn DO C) >N z N �', Qf 00 r, Jj Ld r� Li z C, m 0 V) 0 Z wo z 2 0 a 0 V) C Ld 0 0 0 0 I cn Z < Li n c� U7I Lij I-_ 0 z __j L_ 1110 > - 0- ry >: L ry - I-_ < Q < z 0 1 D zz- 0 7; Z ry Li < LLJ Z 0 C/) m 0 0 > w m > u Z 03 iA 0 u u SHEET NO.: OF JOB No. 7 04-762 A W IN 8114 NGVD -------------------- ------------------ < CONTRACTOR NOTES: RECOVERED iLEV = 22.06 TAXIWAY "CHARLIE"�� uj 10/12/00 5'XI5' CONC RUNWAY SIGN PAD 1.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING A80VE-GROUND, UNDERGROUND, AND ON THE SURFACE STRUCTURES AND UTILITIES AGAINST THE CONSTRUCTION OPERATION THAT MAY CAUSE DAMAGE TO SAID FACILITIES. 6N 2.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED TESTS TO BE PERFORMED BY AN INDEPENDENT TESTING 0 Ask LABORATORY APPROVED BY THE ENGINEER. FIND PK&D NO D 0 'N PK &D NO 4 .21' &E. ll�l LLJ S' N - 1 3.) THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS PRIOR To ANY REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY FOR INSPECTION AND/OR W _j x< 5; 00 1 ti LEGEND ON LINE 0 0 LINE i TEST, LLJ > Z q_K 1 I i BOUNDARY LINES wo W A -PERMITTED BASIN 4.) THE CONTRACTOR SHALL GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED LFTILM OWNERS FOR REMOVAL, RELOCATION z Ir ui uj z PROPOSED CONCRETE AREAS AND ALTERATION OF THEIR EXISTING FACILITIES. AREA LINE Z < uj PROPOSED ASPHALT T42 B-FOR LEASING 5.) WHERE ENCOUNTERED, UNSUITABLE MATERIAL SHALL BE REMOVED TO A DEPTH AND AREA DETERMINED BY THE ENGINEER uj m x E, EXISTING ASPHALT APRON PURPOSES ONLY LINE AND BACKFILLED WITH CLEAN GRANULAR SAND OR SELECT MATERIAL APPROVED BY THE ENGINEER. BACKFILLING SHALL BE IN NOT PROP05ED HANDICAP SPACE DRAINAGE BASIN 11110 LAYERS GREATER THAN 8" THICKNE55 AND COMPACTED TO 91 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY < F. P. E. PROPOSED FINISHED FLOOR ELEVATION PAR. `EL 8 I AASHTO T-180. 5.51 AC �C_� PROPOSED CATCH BASIN FOUND P DISK N D ISK 10�690,700 SQ.,�f_T. EXISTING A;PHALT APRON 7 6.) ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER AND SHALL MEET WITH ALL APPLICABLE CITY, COUNTY, 5 9 5 TATE AND FEDERAL REGULATIONS ANDIOR CODES, INCLUDING nm PROPOSED DRAINAGE DIRECTIONAL ARROW RAINA BASIN 11 � S, 1 OSHA. Tc 0.2 hr QO �D 12.72 ES 15.c56 AC�- 7.) THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND/OR LICENSES TO COMMENCE CONSTRUCTION. PROPOSED SIGN '5' RCN 90 4_1 J 8.) ALL CONCRETE SHALL DEVELOP 28-DAY Cl (n > j� z PROPOSED MITERED END SECTION (MES) Tc Cl� I A COMPRESSIVE STRENGTH OF 3,000 PSI UNLESS OTHERWISE NOTED. of 000 - 0 mn XX. XX PROPOSED ELEVATION = 0.2 hr CONSTRUG i I - 9.) ALL REINFORCING STEEL SHALL CONFORM TO ASTMA-615 AND HAVE A TENSILE STRENGTH OF 60,000 PSI OR OTHERWISE � 0 >- L'i LO N N xx. XX F WALK, TyF 5' CONCRETE I NOTED. UJ 0) > EXISTING ELEVATION MATCH TO . cf�_ K) 0 EXISTING CONCRETIE AREAS EXISTING IN 10.) THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOP. A PERIOD OF ONE YEAR FROM THE DATE THAT PROTECT HAS OCCKI Ael]=D�CK .1 1 cj� f, I I r,\ I M Ll r Gvllal IRUC I ION ANWOR MATERIAL DURING AFORESAID PERIOD SHALL BE CORRECTED . -i I F-- EXISTINr, ASPHALT AREAS LOCKED AT THE CONTRACTORS'S EXPENSE. V) I- U- D U) < MAN GATE & FENCE 0 r- 11.) THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE, AT ALL TIMES, ONE COPY OF PLANS, SPECIFICATIONS, AND Z 06 1- �Lj r- COPIES OF ANY REQUIRED CONSTRUCTION PERMITS L () �t qb 0 (A 0 D 01 i;�W bWE' - - -- - -- - -- - - - - IIQ, '50 COORIANAT2 CTIDN ELEV. N� I 12.) CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARI NGCONS U N. TR CTIO U ck, - --I L_j a- 0) 1- WITH INTERNAL PLUMED 13.) ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE COMMENCING Li LUI r- < 3:1-- cc u to N, a r- 2 13' cow - ----- WORK. LLJ z 01 b_ PROPOSED METAL EXISTYNG CONCRETE 4" PVC 120 00' \7�m G* PVC INV. CU 18.9 (TO BE FIELD VERIFIED) 00 14.) NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR APPROVAL FROM THE ENGINEER. > 3 z 1 - 1- IN 0 Ld HANGAR #1 INSTALL TYPE "C" CATCH BASIN 12,000 SY, 14,944 S,F. TOTAL PER FDOT INDEX No. 232 HT.=35' TOP ELEV. 23.00 F.F.E.=24.67 INV. ELEV. 19.5 INSTALL 250 L. 23"xl4" ELLIPTICAL R DRAINAGE BASIN H DRAINAGE BASIN G 541 4.66 ACRES 21.62 ACRES LOC D 4j. RCN 90 RCN 90 MAIN GATE & F CE Tc 0.2 hr Tc 0.7 hr INSTALL BUB E-UP INV. ELIE . 19.50 a UJI PROPOSED METAL (SEE DETAIL N SHEET 5) '0 it HANGAR #2 12,000 INSTA TYPE I a. w < S.F, 14,000 S.F. TOTAL FLOATING TURBID! BARRIER I (SEE BE L ON SHEET 5) HT.= F. F.E,=2 .67 FENCF_ TYP_ ELECTRIC se 15.) SWALE AREAS IN THE COUNTY RIGHT-OF-WAY SHALL BE RESTORED TO THEIR ORIGINAL COND177ON AND/OR RECEIVE SOLID :14 12 &F C/O EXISTING RAIIIP FROM BUILDING PANEL PREFA& sob. LJ 1 1 HOP _5 e_<E?q� WGNqAR INV. PANEL � L. 20.18 ELECTRIC 16.) STREETOR HIGHWAY RESTORATION TO BE DONE ASPER LOCAL OR STATE AGENCY HAVING JURISDICTION. Cq"F6pjFiEIictL Rftlt Lt. I-__ _40L q0N5jAff2T Et 3.10 1 BM Novq 1% --=== 1 17.) THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE STATE, COUNTY ANT) CITY AUTHORITIES I I.IC PAD ------------------- 4 -Ci 1,��F FFE=2J. 95 xLEv. - U- REGARDING CL051NG OR RESTRICTING THE USE OF PUBLIC STREETS OR HIGHWAYS. Q, EXISTING LIFT T I i v EL-23.79 120AC EL.-20.75 0,00 18.) TRAFFIC CONTROL ON ALL COUNTY AND STATE HIGHWAY RIGHTS -OF -WAY SHALL MEET THE REQUIREMENTS OF THE 21b" ---- - - MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE STATE AND LOCAL AGENCY HAVING JURISDICTION. TOW ir A EXISTING A6;PMArNrP`*WVE1VTJ 0 I'MHOX V) i �966 �VAL' 240.00V 1744�1 z 2W00 ul� 7 002 20,00 j I �RIM EL. 23.86 ONCIll DRAINAGE NOTES: 01 4, - �VAL VEBOX (n w 1.) ALL UNDERGROUND UTILITIES HAVE BEEN LOCATED BASED ON THE BEST INFORMA L T E, L HOWEVER, THAT CERTAIN UTILITIES MAY EXIST WHICH ARE NOT SHOWN ON THESE PLA ON EXIST. SAN MANHOLE I tn f RIM EL. 23.27 RESPONSIBLE FOR FIELD VERIFICATION OF ACTUAL LOCATIONS PRIOR TO ANY CONSTIRU z CIO RIM. EL. 23.01 EXISTING Nq 1 41 Ld HANGAR 10 WEST XT T. SAN, MANHOLE 28.000 S.F.-HANGAR 2.) ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FDOT SPECIFICATIONS, LATEST EDITION. _Z 7,000 S.F.-OFFICE RIM EL. 23.25 F.F.E.-25.06 0 411 3.) ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION 15 TO BE PROTECTED. IF A CORNER MONUMENT IS IN G/g INV. EL. 20�42 DANGER OF BEING DESTROYED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR SHOULD NOTIFY THE COUNTY 4'0 LIFT EXISTING HANGAR SURVEYOR WITHOUT DELAY BY TELEPHONE, 's, _e7 F. E, =24.4 1 � /� STATION 4 4.) MAINTENANCE OF TRAFFIC WILL BE IN ACCORDANCE WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR TOP 241 24.47 5x5 SERVICE 18.74 �1�11 y rll STREETS AND HIGHWAYS", AND THE FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS", LATEST EDITIONS. CS m 1 4, �11 I �'p I V FIAD I. TER It RPZ 4NI (4) Ly I I 1 5.) THERE SHALL BE ONE (1) COMPACTION TEST PER 500 FEET, OR PORTION THEREOF, OF ROADWAY. ---------------------------- rONC �D -nno -- ----- z 4xIC TRANSF*Ek 6.) COMPACTION REQUIREMENTS FOR PIPE BEDS SHALL BE 90% OF MAXIMUM DRY DENSITY. ------------ --- CS INV=22� 04 < -&T, 0. 5,xj, 7.) UPON COMPLETION OF CONSTRUCTION, THE ENGINEER SHALL BE NOTIFIED FOR FINAL INSPECTION. z ------------------ 4 -------- AA4rK CXFL W B.) TEMPORARY DRAINAGE SHALL BE PROVIDED DURING CONSTRUCTION TO ELIMINATE ANY FLOODING OF PRIVATE PROPERTY. QAUF T . I . I I I Tli, 9.) UNSTABLE MATERIALS SHALL BE REMOVED FROM CONSTRUCTION AREAS AND BACKFILLED WITH SUITABLE MATERIALS. < 4X6 e 10.) CONSTRUCTION SHALL INCLUDE REPLACING WITH MATCHING METALS, DRIVEWAYS, WALKS, MAILBOXES, CURBS AND WE.L I P N IL I - LANDSCAPING THAT ARE DAMAGED OR REMOVED DUE TO CONSTRUCTION. THIS WORK SHALL BE COORDINATED WITH PROPERTY It OWNERS. L4 I < 1.55 11.) ALL STORM SEWER LINES AND INLETS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS AT LAST STAGES OF MATCH TO EXIST CONSTRUCTION. TING z PVEMENT S ING '7� DRAINAGE D1;TGH` ��/ 1 '7�-O- Q 12.) ANY DRAINAGE PROBLEMS CREATED BY CONSTRUCTION, OR EXISTING BEFORE CONSTRUCTION AND NOT ALLEVIATED, Z < J'x4' �A 0� BASIN SHOULD BE BROUGHT TO THE ATTENTION OF THE ST. LUCIE COUNTY ENGINEER AND THE DESIGN ENGINEER. CI 4" RCP; TOP EL 23.74 INST ILL 40 4t_�i 1 N� W. INOI EL. 21.78 WITH MIES flOTH SIDES 13.) THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT EXISTING TREES SHOWN TO REMAIN. ALL AREAS DISTURBED EXISTING SAN. + IN EL� 21.79 0" HOLE) N.E. INV. 21.00 DURING CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION. Q 0/, "HUE 18A 17 'D 1� ISTJ�G SAN. MANHOLE 0.1 .23.40 2MO tR'm `Lw RIM El q�&W. INV. N, N 1407 < RED 22.74 4 A S.i.' 14.ii 14.) ALL DELINEATED WETLAND AREAS SHALL BE STAKED AND FENCED WITH TYPE IV SILT FENCING PRIOR TO CONSTRUCTION. 'X4 L INV. 01 11.4 io, llv� BOY. EL. 13.95 1 FENCING SHALL NOT BE REMOVED UNTIL ALL CONSTRUCTION 15 COMPLETED. 00 INV. SiE. 17.36 t n 11, / 1��y C� ROT. 71.24 TtL _w ft-j- 15.) IF ANY TREES MARKED TO BE REMOVED CAN BE SAVED, THE CONTRACTOR SHALL SAVE SAID TREES. SHOULD ADDITIONAL It III I I TREES NEED TO BE REMOVED, THE CONTRACTOR SHALL FIRST NOTIFY THE OWNER AND THE ENGINEER FOR APPROVAL. CE, TOP-s�_-,59' 16.) MITERED END SECTIONS SPECIFIED ON THE PLANS $HALL BE IN ACCORDANCE WITH FDOT STANDARD INDEX NO. 272. P. .4%19 /.1 19 m "U" CUT INV N 17.) IF EXCAVATED MATERIALS ARE ACCEPTABLE, STOCKPILE EXCESS FOR USE IN LANDSCAPE BE S. E #8 EP k RM 1.36. L.274,- 1 V. . 1 18.) UNUSABLE CLEARED MATERIAL SHALL BE REMOVED FROM SITE AND HAULED TO AN APPROVED SITE. AS AN ALTERNATIVE, ?� ----- BURNING ON SITE WILL BE ALLOWED WITH PROPER PERMITS. LOCATION OF BURN SITE SHALL BE APP 0 R ---- --------- R VED BY OWNE APP11105, BM NOVD - -- ---- --------------------- Lj_ Now ELEV. 22.59 LIJ 0 OF 48* ACCMP / > >: um. ELEV - 25.89 0 Ws SLOP/C I 0� TOP OF SAN MH 9 C,4 1 TOP=25.89 EXISTING V EADWALL 4 SE= 13.14 FILE COP ry f-y N /* NVI= 13.09 NOTE: DRAINAGE BASINS ARE AS SHOWN ON < Q < z EXHIBIT 3" BY HNTB DATED 4-8-02. 0 :D INSTALL 60 L.F. 24" RCP Z Z 0 DRAINAGE BASIN G DATA 3 WITH MIES ON BOTH SIDES A. I <Q F '--------MES PER FOOT INDEX No 272 (TYP� o C��,a 0 R- ,X C_y 4SO lb X _7� ,p INSTALL OUTFALL STRUCTURE (SEE DETAIL ON SHEET 4) RECO iFkq TOP EL. 23.50 10/12 WEIR EL. 22.50 INV. EL. 20.50 INV, EL '1 0 INV. EL. 14.39 0 5 �VC CONSTRUCT 65 L.F. 18 4942" 15" RCP I&V. EL_ 14.57 Z Lj LLJ < - U u D I n I INSTALL STOP SIGN z Xj. 1A \*0 /0 v v E. INV. 20.25 W. INV. 20.50 MATCH TO EXISTING PAVEMENT CONCEPTUAL PERMIT PERMIT NO. 56-00293-5 PREVIOUS DEVEL_0_pM�NT 04/2002 Ist MODIFICATION 031222-20 (03/2004) PROPOSED THIS PROJECT TOTAL AREA 21.62 Ac. 21.62 Ac. 21.62 Ac. 21.62 Ac. IMPERVIOUS AREA 9.40 Ac. 4.39 Ac. 0.32 Ac. 4.67 Ac. PERVIOUS AREA 12.22 Ac, 17.23 Ac. 16.91 Ac. 12.24 Ac. AND STOP BAR 4\41 1 (TYP, SEE DETAIL ON SHEET 5) SITE bATA: 0 EXISTING PROPOSED ACTUAL % OF SITE THIS PROJECT REMOVE/RELOCATE % OF SITE TOTAL % OF SITE EXISTING FENCE (TYP) BUILDING AREA 35,000 S.F.(0.8035 ac.) 5.070/6 70,944 S.F.(1.6287 ac.) 10,27% 105,944 S.F.(2.4321 ac.) 15.34% PAVED AREA 179,084 S.F.(4.1112 cc.) 25.93% 133,702 S.F.(3.0694 ac.) 19.36% 312,786 S.F.(7.181 dc.) 45.29% N 0 - m 0 CONSTRUCT HANDICAP SPACE CONIC AREA 40,632 S.F.(0.9328 ac.) 5.88% 1,834 S.F.(0,0421 ac.) 0.27% 42,466 S.F.(0.9749 ac.) 6.15% 0 Z (TYIP. SEE DETAIL ON SHEET 1) > w u 0 TOTAL IMPERVIOUS 254,716 S.F.(5.8475 ac.) 36.88% 206,480 S.F.(4.7401 cc.) 29,89% 461,196 S.F.(10.5876 ac.) 66.78% N z 2 CONSTRUCT 10' SWALE 0 < N w w 0,1 u X� a: < 0 0,37. SLOPE (TYP) 0 a u jo (SEE DETAIL ON SHEET 5) RETENTION AREA 0 S.F.(O.O ac.) 0.0% 0 S.F.(O.O ac.) 0.0% DRAINAGE BASIN A2 OPEN AREA 435,984 S.F.(10.0088 ac.) 63.12% 229,504 S.F.(5.2687 ac.) 33.23% SHEET N 0.: CONSTRUCT PARKING SPACE 162.07 ACRES j WHEEL STOP TOTAL PERVIOUS 435,984 S.F.(10.0088 ac.) 63.12% 229,504 5.F.(5.2687 ac.) 33.23% (TYP, SEE DETAIL ON SHEET 1) RCN 90 CONSTRUCT 5' CONC WALK Tc = 01.6 hr TOTAL PARCEL SIZE 690,700 S.F.(15,8563 ac.) 100.00% 2 690,700 S.F.(15,8563 cc.) 100,00% OF (TYP, SEE DETAIL ON SHEET 5) JOB No, 7 111 04-762 fl UTILITY NO 1.) ALL SANITARY SEWER UPSTREAM OF SANITARY MANHOLES COMING FROM OFFICES SHALL BE CONSIDERED LATERAL SERVICES AND SHALL BE 6" PVC AND SHALL BE INSTALLED WITH 1.Or MINIMUM SLOPE. EXISTING A�`;PHALT APION 2.) ALL SANITARY SEWER FROM HANGARS SHAIL BE 6' DUCTILE IRON PIPE PA"EL e`X 8 10 . M CONSTRUCTED AT 1.0,- SLOPE TO THE GREASC TRAPS PROV ED FRO THE GREASE FOUND R DISK TRAPS TO THE SANITARY SEWER COLLECTION fRUNKLINE. THE SANITARY SEWER 690)701) SQ. FT. SHALL BE CONSIDERED LATERAL SERVICES AND SHALL BE 6" PVC INSTALLED AT I.OX MIN144UM SLOPE. laqb AC. J.) CLF54NOUTS SHALL BE PROVIDED PER FLORIDA PLUMBING CODE REQUIREMENTS. 4.) EACH BUILDING SHALL RECIEVE A ONE INCH METER AND BACKFLOW ASSEMBLY. Lw AE INSTALL 5,) THE INSTALLATION OF TWO FIRE HYDRANTS FOR THIS PROJECT SHALL ENSURE :: FIRE" 11" DOUBLE STRAP TAP SAI No MORE THAN THREE HUNDRED BETWEEN THE BUILDINGS AND A FIRE H)-, zt (1) SrRVICE DOUBLE DETECTOR C DRAINAGE BASIN 11 �fi cl (1) 1: METER 12.72 ACRES (1) 2 RPZ AND BACKIFLOW ASSEMBLY RCN 90 NOTE: TYP 0 EACH BUILDING -------------- * -------- Tc 0.2 hr r----- DRAINAGE 64SIW'�QINE -- A -PERMITTED BASIN AREA LINE B-FOR LEASING PURPOSES ONLY LINE DRAINAGE BASIN @0 5.51 ACRES RCN 95 Tc = 0,2 hr PARCEL 7 XH 2� 760.73 INSTALL 6" SAN. SERVICE INSTALL PROPOSED METAL (1) FIRE HYDRANT ASSEMBLY 0 1% SLOPE WIT HANGAR #1 1.8 2 &F 12,000 S.F. Op (1) BSP #3 1!�i REQUIRED CLEANOUTS (TY '..j1EXIS1 14,944 S.F. TOTAL SEE DETAIL 6 F1 Pt" 10 HT.=35' BM Ncvq ELRY. A, 23.79 1 10 F.F.E.=24.67 ALI WATER OVER 120,00' 20.uU SAN. 18" MIN. �J4- CONC 'N'>' j 20.00' ISTING ASPHALT PAVEMEN CUT ASPHALT OUT OF PARKING LOT RE RIPE 4 SPACES cs AE M I CONSTRUCT 2 2 35 Op WATER OVER N 1 " M 811 N 45 L.F. 8" PV WATER MAIN bb PROPOSED ME AL 0 HANGAR #2 12,000 S.F. INSTALL 396 L.F. INSTALL CONSTRUCT 14,000 S.F. TOTAL _,-8- SAN. SEWER I zL HT.=36' 0 0.4% SLOPE 41 (1) 1500 GALLON OIL SEPARATOR W1 CLEAN OUT 114 LF 1 8 WATE F,F.E.=24.67 's' 411� (EACH HANGAR SHALL E CONNECTED 11 MAIN �--0,367 COVER TO SANITARY SEWER THROUG OIL SEPARATOR) 5X5 (IT I Y, �1) Cs N� I'v U) e ------------- ----------------------------- A ow s 1.100 Sir. 4, SHOP OFFICE -------------- '2, 1 J� ----------------------------- 411 44' /�r�REC�1.4 I'll 11 cs 10/ 2/ 144 ' I - --- �-T --- %-Fx-rz- :!!r -------- , I- ----- - -�' < v '� _T( ----------- "7 _;7 "JilIJ L CO 7'lb 1� DRAII BA ZL CONST T 2 ACR IF— 8", WATE MAIr4 Al- )b UVVL 7X 90 LA .- , I = 0. 7 h ;�Ti 1 515, CN N$f� Tc WrATE\R Av DRAINAGE DITCH UL; I 4UU L�,,I, t5 '�v 'PIZ MAII+AT 36" QOV0 I CUP r 22.5 fill - - - - - - - - - - - - '50 Sq- f VERED 2/00 _IG 9 7� 8 x 8 TEE % 7 IX ---- f % 'EXIST q EXIST EP '_7 C�j ---------------------- BM NGVD APPROX. LOCATION OF 10" NGVD FLEV. 22.59 t:Af_�I� Ui�l MOU "I e4 10 _�2 sq. ELEV - 25,$q aI R�WVERED AEEXISTING 8" WATER MAIN \1 Q�l 2./00 kLL eV, CONTRACTOR VERIFY SIZE & LOCATION x IKICTAi I On I V Q" CZAKI CrWrO < 0.4% SLOPE <) INSTALL & - X 6 (1) 8 DOUBLe STRAP TAP SADDLE w 'v (1) 6" FIRE SERVICE DOUBLE DETECTOR CHECK VALVE 1) 1" METER,/ K.- V�� (1) 2" RPZ AND BACKFLOW ASSEMBLY NOTE.�-TYP 0 EACH BUILDING f NO X � CONSTRUCT 135 LF 8" WATER 91 4", MAIN AT 36" COVER CROSSING: N 01\ eso X I WAILN UVLK �AIXI. 18" MIN. INSTALL (1) 8" X 8" TAPPING SLEEVE AND VALVE (1) BSP # I AE INSTALL 4, (1) 8- X 6- DOUBLE STRAP TAP SADDLE (1) 6" FIRE SERVICE DOUBLE DETECTOR CHECK VALVE MH- (1) 1 " METER (1) 2' RPZ AND BACKFLOW ASSEMBLY NOTE: TYP 0 EACH BUILDING RECO kto 10/12 0 v ND 518 RIC #4942" CONSTRUCT 85 LF INSTALL 6" SAN. SERVICE 6" WATER (FIRE) 0 1 % SLOPE WITH MAIN AT 36" COVER REQUIRED CLEANOUTS (TYP) FOUND PK TIN INSTALL TAB (1) FIRE HYDRANT ASSEMBLY FOUND PK (1) 6- PVC 40 LF (1) BSP #2 INSTALL 395 L.F. 8" SAN. SEWER 0 0.4% SLOPE -CONSTRUCT 165 LF 8" PVC WATER MAIN AT 36" COVER AEINSTALL (1) 6" X 6" X 8" DOUBLE STRAP TAP SADDLE (1) 6- FIRE SERVICE DOUBLE DETECTOR CHECK VALVE (1) 1" METER (1) 2" RPZ AND BACKFLOW ASSEMBLY NOTE: TYP 0 EACH BUILDING STANDARD SEPARATIOLy srAzEmF_NT FOR WATERJSEWER- CONFLIC I.) S4NITARY SEWERS, FORCE MAINS AND STORY SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE. SANITARY SEWERS, FORCE MAINS AND STORY SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A A41NIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHENEVER POSSIBLE WHERE SANITARY SEWERS, FORCE MAINS AND STORY SEWERS MUST CROSS A WATER MAIN WITH LESS THAN 18 INCHES VERTICAL DISTANCE ROTH THE SEWER AND THE WATER MAINS SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) AT THE CROSSING (DIP IS NOT REQUIRED FOR STORM SEWERS.) SUFFICIENT LENGTHS OF DIP MUST BE USED TO PROVIDE A A41NIMUM SEPARATION OF 10 FEET BETWEEN ANY TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. A MINIMUM VERTICAL CLEARANCE OF 6 INCHES MUST BE MAINTAINED AT CROSSINGS. _A" CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND THE WATER MAIN PIPE JOINTS ARE EQUIDISTANT FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE WITH LESS THAN 18 INCHES VERTICAL CLEARANCE, THE NEW PIPE SHALL BE CONSTRUCTED OF DIP (EXCEPT STORY SEWERS) AND THE NEW PIPE SHALL BE ARRANGED TO MEET THE CROSSING REQUIREMENTS ABOVE. 2.) A MINIMUM 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10 FOOT HORIZONTAL SEPARATION, THE WATER MAIN 44UST BE LAID IN A SEPARATION TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN Is AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) WITH A A41NIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER JOINTS ON THE WATER MAIN SHALL BE LOCATED As FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). J.) ALL DIP SHALL BE CLASS 51 OR HIGHER. DUCTILE IRON FITTINGS SHALL BE CLASS 350. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE USED AS DETERA41NED BY THE ENGINEER. UTILITY NOTLS-.* 1.) LOCATION OF UTILITIES AND SERVICE POINTS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY. 2.) SANITARY SEWER PIPE SPECIFICATION.- PVC ASTM D-3034. SDR-35, SANITARY SEWER JOINT SPECIFICATION., ASTY D-3212. 3.) PVC WATER PIPE OR FORCE MAINS LESS THAN 4" DIAMETER SHALL BE SCHEDULE 40, OR SDR 21 AS REQUIRED BY COUNTY STANDARDS. 4.) WATER MAIN PRESSURE TESTING: 150 PSI, 5.) HYDROSTATIC TESTS CONSISTING OF PRESSURES TEST AND LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY INSTALLED WATER DISTRIBUTION SYSTEM PRESSURE PIPES AND APPURTENANCES, THE TESTS SHALL BE IN ACCORDANCE WITH AWWA C-600 OR M-23 AS APPLICABLE. 6.) DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH AWWA C-651, DISINFECTING WATER MAINS. Z) CONTRACTOR TO FOLLOW ST. LUCIE COUNTY UTILITY WATER AND WASTEWATER UTILITY STANDARD. 8.) FOR ITEMS NOT ADDRESSED IN THE ST. LUCIE COUNTY UTILITY WATER AND WASTEWATER UTILITY STANDARD SPECIFICATIONS, FOLLOW FDOT STANDARD SPECIFICATIONS, LATEST EDITION. 9.) BACKFLOW PREVENTER SHALL BE REDUCED PRESSURE ZONE UNIT IN ACCORDANCE WITH DEPARTMENT OF ENVIRONMENTAL PROTECTION AND LOCAL UTILITY AUTHORITY STANDARDS. 10.) SLOPES FOR 4" SEWER SERVICES TO BE MINIMUM 27, AND SLOPES FOR 6" SEWER SERVICES TO BE MINIMUM 17, UNLESS OTHERWISE SHOWN ON PLAN 11.) SPACE CLEANOUTS NOT MORE THAN 75' APART. 12.) CONSTRUCTION CLEANOUTS AT EACH BUILDING WASTE LINE 2' OUTSIDE BUILDING WALL AND COORDINATE WITH MECHANICAL, ELECTRICAL, AND PLuMBING PLANS. i ZL E CHECK OR REDUM PRESSURE SACKELOW 2"�IPREVENTER SINIAE SERVICE JIA" TO 2" ki A T1701 A. C ITEM OUANT.. DESCRIPTION I I BACKFLOW PREVENTER 2 3 '2X 4- NIPPLES 2A 1 2" X NOM. MPPLE �4 -1 2" COUPLING - COMPRESSION 4 _2 2' X go' ELBOW 5 4 2. X 6' NIPPLES 6 4 2' GATE VALVE (BRONZE) PEA GRAVEL 7�i7 FILTER FABRIC 9 FIN15HED WAGE 10 1 1 1 2" WYE STRAINER NOTES: t INSTALLATION SHOWN ABOVE IS FOR A 2' SERVICE, CHANGE PIPING MATERIALS ACCORDINGLY FOR SERVICE SIZE. 2. CUT ENDS OF ITEM 2A IN THE FIELD. 3. TEST COCK ON VALVE FOR DOUBLE CHECK. 4. USE COPPER, BRASS OR STAINLESS STEEL FOR FITTINGS AND PIPE MATERIAL. MANHOLE NO. TOP ELEV. I INV. ELEV.1 INV. E.EV. I INV. ELEV. MH-1 23.62 1 1& 1 �7 1 MH-2 1 23.26 T11. 7. 91 _E7 7.1 Its.ts/ I-- __ LOCK HYDRANT TEE I WWI MR 24"X24'X6" CONC TE PAD FINISH GROUND OR 20 GRADE PAVEMENT SURFACE IV 6" GATE 36"X36*X6" CONCRETE PAD isVALVE cITITING DETAIL) LIN IISTURSED SOII UNDISTURBED SOIL� 6" X 12" GRADELOK M.J. SPLIT GLANDS 6" DUCTILE IRON PIPE (ROTATE TO FINAL GRADE) ELEVATIO AE FTgrHypgANr iNsTALL4TIoN DETA R/W LINE AT PROPERTY CORNER SERVICE TUBING I" TO 1 1/2" SHALL BE POLYBUTYLENE OR POLYETHYLENE DOUBLE STRAP TAP SADDLE TAPPED AWWA THREADS CORP STOP METER BOX TO BE SUPPLIED BY CONTRACTOR. METER BOX TO BE POLYMER CONCRETE AND FIBER REINFORCED POLYESTER. A\ SERVIrE ONNECTION DETA A18" OR 1"MAE -i < LLJ 0 0 CF) (n't Ln uj to V) 0 C; a� �- Z uj V) uj w Lj z 0: z 5 CL x 0: Z CL Ld Ui x (D (.0 > -1 000 0 "IV) '� >- Lti On N N LLJ Fj OFI Fr 0 0 _-� 2 V) - < Z LLJ L, G 0 0 V) 0 D 0 I a- _j I Lo U LyL_ 0) I-_ i r� < LAj 3�. F-: V) co U Li z vi E > 7 00 LLJ LJ U Li 7- K VIA z 9 0� LL C'� I,' - Q,-- a 'w �IPN w 0 0 0 N 0 LLJ LJ 0 0`71 z c� c� ry z Li I < < �: n 0 cn > - f I O� >- ry n" - < n < z 0 D zz- __j 0 < < T 7; Z ry W - < III U Ld Z 0 cn b 0 w > z w 0 u Z 0,1 jo SHEET NO.: OF JOB No. 7 04-762