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HomeMy WebLinkAboutHarbour Branch 408031�rov,P r T a /, .31Fj le rP S � 1 p/nf,F, ✓loos �. %�/rll S /fir-✓iojls �. // �%'rPs" si eve I- /vrO /Pe l - �a X/ 3op G,��n c/ .S7p rd 9 2 Ulu ?/t/�r p/ Pr ✓i 0 uS c� /-Z° d d/6�P SOrQI e� �Q g i. is - 3 it -1 it eveA) F1 A/Pr(e )o 0.,FS 2, .s f 3 3 14 q = o,1 F 3 c�0 X 7Q FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM POST CONSTRUCTION ELEVATION CERTIFICATEIFLOODPROOFING CERTIFICATE --- --- —• COMMUNITY NUiJ 6�R -- St. Lucie Co., F1. (UNINCORPORATED AREAS) 120225 INSTRUCTIONS The rcgiz!.srod professional engineer, architect, surveyor or community permit official Completes Section I below Eccl�n 0 may be completed fry any of the professionals listed at the beginning of Section 0, or by a similarly quslNit I=EnI parrn:9 official. Print or type the information on this form. This form is to be used for now (POST -FIRM) constructic arts for cubstantial ' to existing structures 10 Zones At-A30, AH and VI-V30 and existing (PRE-FIRA Culldinps to be rated under POST -FIRM Hales and rates. ucv nv,.. (TO BE COMPLETED BY COMMUNITY PERMIT OFFICIAL) vROPERT'Y ADDRESS for rot arid mad awn0en A addrns is Ivu+sd W) Ron A. Witherow ,,,, T.____ /,<_,_ __ % (NAME: Harbor Branch Found. BPI: 40804 'IA W.P PAAEL ON WMGI PRUP[RIT 13 LUlAItU ... --- ..•...........—....__ _-_ - -_ __ _ _ A-10 %A EFTiCi0P1E OATI M5a FLOOD ELEVATION AT THE PROPOSED SITE January 5, 1984 8 siArtl Or (=1FUCTION OAT Rum and Tide PRONE (Wym Arta Code) Gary Ament, County Development Coordinator — (305) 466-1100 1 2300 Virginia Ave., Ft. Pierce, 171. 33450 (Date) SECTION C INSTRUCTIONS Comply* only the Elevation Certification unless the building has bean (loodproofed at least to the base floe efovmtre3rn It floodproofing is used, complete only the Floodproofing Cellificstion. The Elevation Certification may b completed by a registered pmfrT^ional engineer, arefdlect, or surveyor. The noodproofln9 Certification may b cDrnplrtcd by a registered proi engineer or architect. i ELEVATION CERTIFICATION .-Sea Farm Lab. I cortlfy that the, building at the property location described above has the lowest floor at an elevation If 8, 11 feet, NGVD (mean sea [oval). FLOODPROOFING CERTIFICATION I cortPy to the best of my knowledge, information, and belief, that the structure is designed so that the s1rulcture watertight to an elevation of feet NGVD (mean sea level), with walls substantial impormewblo to the passage of water and structural components having the capability of resisting hydrostatic ar hydrodynamic loads and effects of buoyancy that would be caused by the flood depths, pressures, velocities, imps and up:In forces associated with the base flood. In the event of flooding, will this degree of floodprooling be achieved with human intervention?'_._ — Will the structure be occupied as a residence?. ---- If the answer to both questions is Yes, the floodproofing cannot be credited for rating purposes and the elevI160 certification must be completed instead. •Floodproofed with human intervention means That water will enter the structure when floods up to the base floc novel occur, unless measures are taken prior to the flood to prevent entry of wafer (0 9. boiling molal shields ov( doors and windows). E PROrESStOHAL Affi_SEALOR x ' _ -'.- wRl.. BELOW: O UCINSE NF - Marvin E. Carter _-_— _ an Certification President - Carter Associates, Inc. V�17 8 21st Street ` o B I.K. 329,60 as to E1.evaUouc - v• only. C y nF = , 1 T 4yt{ s rf �+ � a t 1 =h t hyr4 P �4F a>� ¢ l t 4 S% � f x f� yT S t yfn.* {,U 5 -it re-: i "�' Mt INDEX OF DRAWWGS COVER SHEET, CIVIL C- 1 CIVIL PLAN ARCHITECTURAL A-1 SITE PLAN A-2 FLOOR PLAN A-3 ELEVATIONS, SECTIONS i. ' A-4 SECTIONS A-5 SECTIONS, DETAILS A-6 FINISH SCHEDULE, ELEVATIONS A-7 DOOR SCHEDULE, DETAILS A- 8 REFLECTED CEILING PLAN STRUCTURAL`,. S-1 FOUNDATION PLAN AND ROOF FRAMING PLAN OUNDA1,10N t � [ RIDA33450 i v a 9 s MECHANICAL x; ELECTRICAL E- 1 FLOOR PLAN - LIGHTING E-2 FLOOR PLAN - POWER E-3 RISER DIAGRAMS, FIXTURE SCHEDULE E-4 PANEL SCHEDULES r :T SMALL NF TAINT 1 r K. X q;4+ 'a Mo TMRUST *LOCK Y DRA wT lMAll 'd �F *ATFR �- T E Dwt, MTDRANT! Ac Of Ta 1 ANY LL OSY- A, BUILT TO W.P.B. ANGES AT CONNECTIO (EfCEPT BETWEEN HYDRANT B VALVE) FIL E AND COMPACT Lp a \ IN CLIFTS = e Z W wI a PIPE OD f 24 IN _> owl O r ,f MA%.WIDTH Z_ Y 99 cQis � t mw`m dye T. WI FWK R 4 `MiF TWCwwE33 CBllcri TF la It OFF -SE MWI 1LACfO IF TROFT �,{ `_yr':•. TY�"^'. CONCAE If SMALL BEI TwwiST BLOCKS SMOWN ALSO &VPL rEEP TEE' BOLTS fall OF CONCRIT,. per" ). 1,.. ' • 3 . by , i?.^•:i3.•+� ;,n 'w.. q<pi. �4 F �`F f� �Cms P��I� `� �y a NI HIM THE LIMITS O v'' r L SN LL BE REMOVED. �k r"74ATERI"ALS. ;, w 6UM80 - THERE OR CTN R PLASTIC CLAYS BY THE C ORALL DESHALL BE REMOY. -ITNIN TM ROADWAY AREA O.S,FOR A PE •DF OOF FINAL h..,SUBGRADE EXTENDING HORIZON ALLY TO THE OUTS I"il+ A d 'ERE OF, ABAIXST ESIGN AND _�yy SHOULDER AREA. r.''r'UP ON RECEIPT OF NOTICE FROM THE OWNER OR FAILURE Df,P,. " �"' GUARANTEED EQUIPMENT OR MATERIALS, DURING THE ` HARDPAN - 1F HARDPAN IS UNTERED IN THE SIDE SYAtE„ fr FFECTEO PART, PARTS, OR MATERIALS SHALL RE "• ' BE REMOVED TO A WIDTH DE FEET AT THE SWALE INVERT AND ,; p W PARTS OR MATERIALS BY THE CONTRACTOR, ,j PITH 6RANUlAR MATERIAL. •.+I" rr" I R. IN THE EVENT THE CONTRACTOR FAILS T 7 AKE TKE MT OR REPAIRS WITHIN SEVEN DAYS AFTi x+ MUCK AN[ PEAT - IF MUG AT ARE ENCOUNTERED IN THE ROAD OTIFILAT OWNER MAY ACCOMPLISH THE WORK AT RIGHTS OF LAY, THEY ED COMPELTELY FROM THE CENT a r\ T EAPEM k x OF ROADWAY TO A YID BEYOND THE EDGE OF PAYE: �'' SHAH BE B, KFILLE BY MATERIAL.. :a ' nr' 1 d F d :�'f '� �' m. .' pt. ITIES - CONTRACTOR* ISLE FOR ALL UNDERGROUND•' a +1f A YER fiSTR WA. IN AND S LESS 1NA4i a: ITIES,. WHETHER SHO DN THE PLANS. 'NOTIFY A 18 INCHE3 HATE SES SEVER OR A WATE i•' MAIN CRO ER " ` E SE1f4 AIX SHALL BE' ST IRON OA.,# r,' EON LRETE 0 FOR A DISTANCE OF 20 FEET CENTERED INS CKFILL CROSSING ROADS 'C RO SS[NG,: 'NO JOINT WITHIN B FEET OF THE CROSSING.g ".y`.,•< ; FLORIDA O.O.T. IFICATION, 14 'ME BACKFILL SHALL BE '. NOR i1ONTAL DISTANCE OF 10f VOW, BETWEEN WATER A1w" ED IN SIX INCH . 'DOS OF THE STANDARD q SEWER MAINS.,; CTOR (A.A.S.H.T IONS. „•".,.._� ,5 SEO UENCE OF CONSTR - E OF CONSTRUCTION SHALL BE SUCH All WATER MAINS SHALL HAVE A MINIMUM OF 30' COVER. W, 1,^""* •'; THAT ALL UNDERGRO UTID ICI 1 HALL BE INSTALLED PRIOR TO ROADWAY " { " ' ALL WATER SERVICES SHALL HAVE A MINIMUM OF 24' COVER OR BE LOR" - CONSTRUCTION. COMPACTED SUBGRADE, WHICHEVER IS DEEPER. r SUBGRADE - SHALL MEET THE DENSITY REQUIREMENTS AS DIET 6T WATER LINES SHALL BE TESTED AT A MINIMUM OF 150 PSI FOR A PERIOD r' TA.A.S.N.T.O. T-180-61 PELIFICATIONS. SUBGRADE tl OF 2 HOURS, IN ACCORDANCE WITH A.W.W.A. C 600-77, LEAKAGE NOT MORE i' 12 INCHES BEYOND THE PROPO ED EDGE OF PAVEMENT. SUB BE THAN 0.09 GAL/HR/INCH DIA.1000 FT. 12 INCHES THICK COMPACTED 0 98% ACCORDING TO A.A.S.H. • 00. i ALL MUCK, STUMPS, ROOTS OR OTHER DELETERIOUS MATRER ENC IN :ALL CORPORATIONS TAPPED INTO .ARE 11 RE AT 45 DEGREE ANGLES THE PREPARATION OF THE SUB RAGE SHALL BE REMOVED COMPLETEL.LOWER FROM TOP OF MAIN. +x THE CENTERLINE OF THE ROAD AT TO A WIDT - FEET BEY " EDGE OF PAVEMENT. IF THE UBGRAOE IS TO BE STAR "( NO FLANGE JOINTS SHALL BE USE IMES v+ r .' THE REQUIRED BEARING VALUE OETE MIMATT BE MADE BY z�';" .-_ :.,+<, T �dk"H^, ''KW`•'T R A - SOIL BEARING TEST ETH00 C A.S.H.T.O. I" .WATER LINES SHALL BE DISINFECTED IN ACCORDANCE YITN A.Y W.R. A* 1 SP EC IFI[ ATIO NS,T DE FOR PA PAVEMENT SNALL SPECIFICATION C601. ALL CHLORINE RESIDUAL OF 0.3 TO 1.5 PPM (D THICK COMPACT ALL S SNALL BE 'TO. 1.6.M6/1 SHALL BE MAINTAINED. WATER LINE SHALL NOT BE 3: D TO 50 LB. F.B.Y �y y :ryes UN1IL BACTERIOLOGICAL TESTS HAVE BEEN APPROVED BY THE P ,•. y'4Pr AI TH DEPARTMENT. CONTRACTOR SNALI NOTIFY ENGINEER OF LINE WILL BE READY FOR SAMPLING. 9. BASE - APPROVED LOCAL SHE L g?d O.O.T. SPECIFICATION AS S OWN '0-PL AN BE 0. POLYVINYL CHLORIDE PLASTIC PIPE (P,V.C.) FOR PATER MAIN SHALLd COMPACTED TO NOT LESS THA 98% UM DE - BY d-900, SLR 18. `y Sti A.A.S.H.T.O. T-180-61 SPE IFICATIOOS, AND A t DIIDA =, D.O.T. SPECIFICATION, 198 SECTION 250-6A7 8 SE SHALL ED .DUCTILE IRON PIPE TO CONFORM TO A.N. S. I., A 27.51 (A.Y. Y.A. [IS AND COMPACTED IN TWO (2) DUAL LAYERS AN0 PRIMED. BASE BE ` °(y•p• 350 P.S.I.) 4' CL51, 6' R LARGER [L 50. All fITTIN6S TO ti 8' THICK SHELLROCK OR 6' IMEROCK. r CAST IRON MECHANICAL JOINT. Y PRIME COAT - BITUMINOUS P IME COAT SHALL CONFORM WITH INB REQUIREMENTS OF THE FLORI A D.O.T. SPECIFICATIONS, 1982 'T' r, WATER MAINS 4' DIA. R OVER TO BE DUCTILE IRON PIPE. CEMENT LINfiB. 300, AND SHALL BE APPLIED AT THE RATE OF 0.25 GALLONS PiAI CLASS 52 OR BLUE BRUTE P.V.C. C-900 DR-14. YARD, UNLESS A LOWER RATE IS DIRECTED BY THE ENGINEER I EPARAT ION OF EIS'R) SHALL BE MAINTAINED BETWEEN All PIPES (STD $. TACK COAT - BITUMINOUS TA K COAT SHALL CONFORM WITH THE ITV, AND HATER) AND AN ABSOLUTE MINIMUM OF 6' SHALL BE T` REQUIREMENTS OF THE FLORI A D.O.T. SPECIFICATION, 1982, TAINED WITH DUCTILE IRON PIPE WHEN NECESSARY tc „/.•_ 300, AND SMALL BE APPLIED AT THE RATE OF 0.08 GALLONS PER, YARD, UNLESS A VARIATION N RATE IS APPROVED BY THE ENGINEER: 13. ALL VALVES TO BE RESILIENT SE ix�q n, F �T s.we>r xrY ngv a, 12. SURFACE COURSE - TYPE 11 ASPHALTIC CONCRETE SURFACE COURSE SHALL' CONFORM WITH THE REQUIREMENTS OF THE FLORIDA D.O.T. 14. ALL WATER AND FORCE MAINS UNDER PROPOSED OR EXISTING ROADWAYS TO SPECIFICATIONS, 1982. SECTIONS 331 AND 332. THE MINIMUM COMPACTED BE DUCTILE IRON PIPE. THICKNESS TO BE 1-1/2', N ROAD OR PARKING AREA SHALL 15. REQUIREMENTS FOR PIPE BACKFILL CROSSING 0 . CONCRETE - ALL CONCRETE SHALL DEVELOP 3000 P.S.I. (MINIMUM) 2 BE AS DEFINED IN THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD DAYS COMPRESSIVE STRENGTH. CLASS I CONCRETE SHALL CONFORM Y CIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, 1977 EDITION, THE FLORIDA O.O.T. SPECIFICATION, 1982, SECTION 345. ION 125.83. PIPELINE BACKFILL SHALL BE PLACED 1N 6' LIFTS AND ACTED TO 100% OF THE STANDARD PROCTOR (T99). REGULATIONS - ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT COUNTY SUBDIVISION REGULATIONS, ORDINANCE NO. 73-4, AND 16. ALL WATER AND SANITARY LINES SHALL BE INSTALLED PRIOR TO THE CURRENT FLORIDA D.O.T. SPECIFICATIONS, AND LOCAL MUNICIPALITY STABILIZING AND. PAVING. REGULATIONS AND SPECIFICATIONS AND ALL ADDENDA TO THE ABOVE REGULATIONS AND THEIR LAT EST R�VISIO.NS THERETO SHALL GOVERN. 17. ALL MATERIALS INSTALLATION AND TESTING SMALL BE PERFORMED JIN�ACL00.0AXLE YTfH THE STANDARDS OF THE COUNiT OF ST. LUCIE WA ELEVATIONS - ALL ELEVATIONS REFER TO N.O.A.A., N.O.S. DATUM, DEPT. N.S.L. • 0.00 FEET. IB. CONTRACTOR SMALL COMPLETE AS -BUILT INFORMATION RELATED TO LOCATION AS-BUILTS - THE CONTRACTOR SHALL COMPLETE 'AS -BUILT' INFORMATION OF ALL LINES, VALVES, FITTINGS AND SERVICES SMALL BE ACCURATELY RELATIVE TO LOCATION OF THE INLETS AND MANHOLES AS WELL AS INVERTS RECORDED AND. INFORMATION SUBMITTED TO THE ENGINEER PRIOR 70 FINAL Z) L t " TH - RAtdCzt;i 4.o r_AST -r� p o, n +J11IT; TH�►JG� I�URTN AT A 121CYHT ANGLE 7J 1` d-ri1.IL1E: Noi2-rH '2.oao p�P,6T To eI. roiPT; THeOce, rseT To A PONTt, -rweWs sdLITH AT >, j�Iv-HT A ! I vies-r AT A RIGHT pAnu& To AFURL-SAID cAL(_ u'i'." s+"`" p1� `'fa "@�.I�s. r n , ,^'. b. .. e[Mlt n... s_. �"•�""— S�^"�'44' �'.Oyxevn n/i. I V. y vA,L,A t T5L. ■ U O. N � Z N N CLD CO jwc y KI * y y ��A■n m O cow V cor aMEIN co , x `T Z Cu ' dd El 0 ) R5 'L 0 V Ya r' CO d W _. ro � O n ^Y � cc 3 3 Z L d F- X 1 b A3' CL 0 •' N xa Z Q U N hY l4 •, k" ",d ��.� ' M1 MMpp� I u RT,e:r.,t ........... .._..�,...,,....-...7.. - ©i gX Is-T 10 PRr,v L ®Z ♦+ o L Q O4 Z O J U. LO S EU Cl)cc ITT Q M m CIO '_ _O C) c V— r N O U � in A) a Qa Q `2 lil � - �, r- p f-4 -'P a, em O. z CY co co I rj) U) 11 cc 0 co LU LU z 0 IV co =No co Z C, uj 'a 0 0 U) z cu 06 co 3: z F- ma -j D rML COL mulma 0 cu z cc 0 Cq Ar 9w lko,'Ar LM oz 0 00 z 0 LL 0 LO Ez (Y) m z co 0 0 Cf) rproject 5r,-9r-,,). L date ON, i ij I I, VTj L 434;1414 Q11, 1 141441 "' Fp 44 FTI 14-4 T j LAI -TIT! 24 01411 7 A, to 1 411, 77 tO N M I 0 z 0 LL LO x Ch Cf) z co "D 0 0 C) cc -K cn X WE 0'^ to s Cl z M a ¢ m ttf � O O V m ¢ O a Cn project 6n -9r,2 A-3 date Y, 1 0 N .5,- H 6 12, 60r-riT A6 PsP, /,&-+ LM 0 z 0 0 z 0 LL T4k A 7 g-W qTY PP CO z Q Ov" L r-1gll -,T 0,�/ k R CO ,wl, All-�', I am, 4", Ple Mr--rA[- LAIH r. 0 CL Srt 111A4 Ile Cn 0 > .-Y2 1;51L,t.�P M project Of L 10 0 A-+ N �14 S E C T 1 0 -N date ,21- 0 0 it ,. ... ... _ _., .. . , f. .... x... v' k ., r. .... ...'v ... fir , t f}. O . m 1; CY N a co co ;r l0 O co O Cl) co co 'O OI w. t` U O a E a N 01 - - Mi rgap a L project D P ;Pmil REMARK V 0, 0 Z N N O co merit V LO jAW% W O / v W 10 T c Z r l/ _ O O now co U Z W W o �o 0 v/ Z I _ L O m co a W co CL N m 3 Lm T Z L m F- x � v L O momom O Z N O O O (.i N 04 C) LU wool 0 co co Iz cz co Lil cu e A a w M r�) �W h�ry• �i w � f s g n-4% 1. ALL FOOTINGS SHALL BE SUPPORTED ON COMPACTED MATERIAL WITH MINIMUM SOIL BEARING CAPACITY OF 1,500 PSF. ,� 4 � 2. SOIL PRfPARATION PROCEDURES SHALL BE IN ACCORDANCE WITHa s. RECOMMENDATIONS AND PRESENTED IN THE SOILS REPORT PREPAR FRASER ENGINEERING DATED Z 13-66. r� 2. VERIFICATION OF THE BEARING CAPACITY AND COMPACTION SHALL BE IN 1ODE: STANDARD BUILDING CODE (1985) ACCORDANCE WITH THE SPECIFICATIONS. �k T S: OOF - FLAT "`+20 PSF 3. VERIFICATION SHALL 8E SIGNED AND SW BY A PROFESSIONAtf`f,�.�._' 40F - SLQ 16 PSF ENGINEERING REGIS D IN THE STA FLORIDA. F� LOOR 150 PSF k a°€ €, STORAGE 150 PSF ,t+ y, F } %Y +v . 4 IN-PLACE CONC ' K� ROOFING 5 PSF 1. ALL STRUCTURAL CONCRETE SHALL MINIMUM 28-DAY `� _.�" MECH & ELEC 8 PSF COMPRESSIVE STRENGTH OF SEILING 000 %MISC. 7 PSF 3 ,& � �v�..waisk�` 2. ALL REINFORCING STEEL SH 0 ASTM A615 GRADE 6D. ;. " tSIGN"Ylflfil`'Ltf ALL 8t BASED ON A W& VELOCITY OF 120 MPH I ACCORDANCE WITH STAND ING COD .^ } 3. ALL CONC W E CONSTRUC N ACCORDANCE WITH ACI 318 F t u • �O O M M l�rf n M Er h o. M'i /1 W W �4 Z r Os R OWN v Z M W" O W g ////// Cn Z Q W - C7 i U C E W o a: vr, cu 9 3: c 3r cuo+ 0 t,'a Z r' m 7 Cu y z O co O cc O O ED U N iPAO® 'o�® project S-1 date 0 0 I, I i- (ZI:.FIZ.IGEL-CANT LINES i To AGG0-Z. SIB ANC rJL!Mn,c2 AS r�r r�F��`�. �I_COMMENrJATIDN For-, i; , �EtilG,TH of 2UF+. ✓EC 2)OUirXX9r AIL moving A MINIMUM o� NT. -I cc trEM e ( LOL1VE25I'5L-2 3," G EARANCI IN F Y.,QT L�ATIOI.. AIJ0 5,L--ZA • of v.u_ f.u;cTIZIC.A� hANEL, � MOUNT I'-o" � I I --NGLI +�Ke.EPI1JG ✓o ter, - FLG17kZ -Flu x -;-c CLtT PXJILL fL OKA.I N�-- � ��evl�� uJ cc✓Nr., � GiloN - � MOTOPJZEI� BOILER lJAT62 HF.A�"ECG i\a O 1 187 ANr �a75TEtZ. i STORAGE Al-iU-( 1O 19.x I,J + J if T - foUTLIN� OF � 11 3'-C" GAPTUIC� , LEAN WASH DIRTY WASHI �� Ivry Hove ary✓ E Yam'- l II �109 vD 1 10 I+�-5 ; yi 24K1� L , �xg ,i4x! t n_ rW r lK;' Awr2 f TrCl N.ITI TU ZJx84 Fir HEt14 THEN DC- IJINl✓ AP Pam' -Nl)r 1 r!.�K . k:NG-Z S UP O I e �, j i-- � -�JrlT9 ( i N UM o I IC=1� cf.it ' ---� Iro.l�a_ HOC I \v 112 i' i I AIJC� T fl�.n- I kOx6i '�---J Fll_TtR,THt n I � I I Ur TC 1-, SUM �- I i. 5'rr LAB 1 EF 3 LAB 2 COTL Me Or -- RIOy- — I EF - I'-614 x 1' GAF T IK'1= `0 Afix>. F r El To Tt LAv� I ►I 14xa [I 1 I I i i e 7 2 CLEAN CORRIDOR }� 115 G ` ,- - MOTO'LIZEf L�Ar�PFrC 77� r:_ T r-L.AT FILTER, l— MI I IIJM CAPAC IT 3b"(MIN.) - Et t=GTZJNIG FkLTE2 r, ,L 1 nNU-Z v113RATIo1J ISOLAToRs (1.1r.1 HoorzE- EEPINC-1 PA D a SECTION AHU-2. SCALE: 1/4" 1'-0" r-i--tiNJ" nr)x 05ETAr L, 5µT- M- I, oUTrx-X-?r_ Altz LOUVer 1x-I FLAT FIL"LEL' M6.I.GAFAr-IT'I l f — L%L.ELTC'1Jl.tic. FILTEC�' 117 ti / Ai V- xg LJP To / F -2 1 EXHAL}5T LOUVL:12 SL-dt 318E GFM I �1 ex'rA,05T A I C r'LEIJUM PY-�K J-I E PA F I LTl;1Z.9 �W/2AcK SEC ION DUCT LAYOUT (WEST END) 1-1 SCALE 1/, 1'-0" M-1 V_21P . - 7 ExHaUST -� L,QIJV S< 5L- lao��� /EIJUM/ eXuA�sr Ale ?LENl1M P�CJn �IEPA FILTEfL'� .DIRTY CORRIDOR F.1 1 3 14�y ,X lu i VI] 19 e 42S SECTION DUCT LAYOUT (EAST END) SCALE: 1/ 1'-0" WOTrcS' OI SUPPLY AIR DUCT. 17u28 OFF A40-2 THEN TU21J UP- AT r307TOM OF JOIST TUIZO WITH IIA14TRANSITION ELPSOW, Nt!AQ- MECH,RM WALL,TUP-Q N{ITH Ax14 TRANSITION ELBOW, RISE P5ET10ItEAI 0015T cLoSE To QOOF FO2- PSNETRATION THRU WALL 2� SUPPL`( AIR DUO"(- 32x28 OFF AHU-2 TN6N TURf,I UP V41TW 52x18 TI2ANSIT1o1.1 ELP,OIM� ATR�OTTOM OF ROOF F3ETWEEN JOIST TURN WIT(- 18x 18 TQANSITION ELP,OW - PWW DOLT cLoSS To 2oor- FoR PErIETR ATIoN THRU WALL O3 5LIPPL,r AIR DUCT- 12x28 OFF AMU-'L THEN TURN Uri WITH 12x IB TRANSITIoN ELPS00- AT >60TTOM OF ROOF TURN WITH 18x14 TRAI,lSITION SLf)OW, RUN DUGT GLo5E TO 20oF FOR PENETRp,TION THRU WALL oUTre-C/9L-1 �XoIX7 CFM LDUVEC�® 12EFER TO MEcHAr`11GAL ►DOTES 15HEET M`a�, -1-1 FNJILT-Up PLeQwuM FOX I'rx12 VD - IOxg I— EF-,J EF-5 14xn = LAB 4 I %LO Fl :1:4 I CoxlO 16xlco TtJIrNk`af.> lJP o.l�.lrl TK'Rk1�IT1�1! To Fur- FtOV THEN (h)GT INTi7 PLLf"Ik1M t�i,'X. x8 2 OVARANTINE 1O 19.x I,J + J if T - foUTLIN� OF � 11 3'-C" GAPTUIC� , LEAN WASH DIRTY WASHI �� Ivry Hove ary✓ E Yam'- l II �109 vD 1 10 I+�-5 ; yi 24K1� L , �xg ,i4x! t n_ rW r lK;' Awr2 f TrCl N.ITI TU ZJx84 Fir HEt14 THEN DC- IJINl✓ AP Pam' -Nl)r 1 r!.�K . k:NG-Z S UP O I e �, j i-- � -�JrlT9 ( i N UM o I IC=1� cf.it ' ---� Iro.l�a_ HOC I \v 112 i' i I AIJC� T fl�.n- I kOx6i '�---J Fll_TtR,THt n I � I I Ur TC 1-, SUM �- I i. 5'rr LAB 1 EF 3 LAB 2 COTL Me Or -- RIOy- — I EF - I'-614 x 1' GAF T IK'1= `0 Afix>. F r El To Tt LAv� I ►I 14xa [I 1 I I i i e 7 2 CLEAN CORRIDOR }� 115 G ` ,- - MOTO'LIZEf L�Ar�PFrC 77� r:_ T r-L.AT FILTER, l— MI I IIJM CAPAC IT 3b"(MIN.) - Et t=GTZJNIG FkLTE2 r, ,L 1 nNU-Z v113RATIo1J ISOLAToRs (1.1r.1 HoorzE- EEPINC-1 PA D a SECTION AHU-2. SCALE: 1/4" 1'-0" r-i--tiNJ" nr)x 05ETAr L, 5µT- M- I, oUTrx-X-?r_ Altz LOUVer 1x-I FLAT FIL"LEL' M6.I.GAFAr-IT'I l f — L%L.ELTC'1Jl.tic. FILTEC�' 117 ti / Ai V- xg LJP To / F -2 1 EXHAL}5T LOUVL:12 SL-dt 318E GFM I �1 ex'rA,05T A I C r'LEIJUM PY-�K J-I E PA F I LTl;1Z.9 �W/2AcK SEC ION DUCT LAYOUT (WEST END) 1-1 SCALE 1/, 1'-0" M-1 V_21P . - 7 ExHaUST -� L,QIJV S< 5L- lao��� /EIJUM/ eXuA�sr Ale ?LENl1M P�CJn �IEPA FILTEfL'� .DIRTY CORRIDOR F.1 1 3 14�y ,X lu i VI] 19 e 42S SECTION DUCT LAYOUT (EAST END) SCALE: 1/ 1'-0" WOTrcS' OI SUPPLY AIR DUCT. 17u28 OFF A40-2 THEN TU21J UP- AT r307TOM OF JOIST TUIZO WITH IIA14TRANSITION ELPSOW, Nt!AQ- MECH,RM WALL,TUP-Q N{ITH Ax14 TRANSITION ELBOW, RISE P5ET10ItEAI 0015T cLoSE To QOOF FO2- PSNETRATION THRU WALL 2� SUPPL`( AIR DUO"(- 32x28 OFF AHU-2 TN6N TURf,I UP V41TW 52x18 TI2ANSIT1o1.1 ELP,OIM� ATR�OTTOM OF ROOF F3ETWEEN JOIST TURN WIT(- 18x 18 TQANSITION ELP,OW - PWW DOLT cLoSS To 2oor- FoR PErIETR ATIoN THRU WALL O3 5LIPPL,r AIR DUCT- 12x28 OFF AMU-'L THEN TURN Uri WITH 12x IB TRANSITIoN ELPS00- AT >60TTOM OF ROOF TURN WITH 18x14 TRAI,lSITION SLf)OW, RUN DUGT GLo5E TO 20oF FOR PENETRp,TION THRU WALL oUTre-C/9L-1 �XoIX7 CFM LDUVEC�® 12EFER TO MEcHAr`11GAL ►DOTES 15HEET M`a�, -1-1 FNJILT-Up PLeQwuM FOX I'rx12 VD - IOxg I— EF-,J EF-5 14xn = LAB 4 I %LO Fl :1:4 I CoxlO 16xlco TtJIrNk`af.> lJP o.l�.lrl TK'Rk1�IT1�1! To Fur- FtOV THEN (h)GT INTi7 PLLf"Ik1M t�i,'X. x8 2 OVARANTINE ZxIJ —CXHAIJ`-I JNN�LT�r.i EF-9 -" _ � F51 FUMb H�> ::EE rJBTAII� ow sHT. M AUxAIRGONN.VEaIFY 117 SIDE EI LOGQTIOfJ NG-S _ FL,ME HGYX -- gxB T Vp IL*`� 107 5 ar4 VtJ lbx!/ SOFFIT Grlur�' ll MECH. y TISSUE PREP I � �— OUTfXX.�. 11 10S ICox J 6.W1.1 T� AI2 L.OUVEIz 11 0 t2ElllfzlJ F REFRIGF.RAI,1T LINES vo �/ _' TO ACG1.�-I SIDE ANC 6"14 16x14 _ AIUM(�ERAS PER - = MFGR`S REcoMMEfJ 14x10 1- MEN'$ ❑El ENTRY .103FAIJ A-wr7 TOLt"t-l`, A.-. QI)It ETD,rOILE `-•)Il�r �G112x 10 MOUIJTI4Z5VD9x8 OFFICE 101 HVAC FLOOR PLAN SCALE: 1/4" 1'-0" N 7-1 h puI _ I FO¢ Pt{ai-1 ocaTlcN 3/41I CAI rLaI.1,,,ATE ❑ W O M„ 3 M-2 8x 8 I�K lO 1 04 17 f I 1'LxlO 4 . _ —� Y 12x�� VO �xt, f f OFFICE e O � O cc F L O a o 2 O LL O x qt co 2 m (13 � O o U m W a Cn project M-1 date - �e O-11 z MWO FI' project i �- rybN Yngcr w Ot M me ated' ,wi, , work for :- onxrac or snail coorainaLe wixn anrcai SECTION FOR E: �y± -id � �: � „_IAsa.�,�}� .> nr and nrovide 3/4 inch nlvwood hind on bo' �� • NO a " $' ..a^ AO�Tpis 14 / e, n+ E Of �i �9IX'Aam 1 777i, At N` -. # lf.TO%, I" ii IT N15 1 LJL:n~ e III L. Hf tWA gz.pl 1W AHu. I A. F0000M4eT ZcW(C Ali FILTEre 501Z POMM-y �+ n •U ®� 2 V O•1 (D N N co b r U) o c'M w w ' Z — 0 r O V Co M Z W O p s Z ... co U a E w ,.0 d 3 V N ,.•1/.. . o,' O as "MOPT -,I, WWI R" VA"A" Awlilk, 1. I'l, see DETAIL :4/4 W(Thi W, "J" �tk �A 1"" '*wL F D BOILER 118 (3h s 2 V2 ML DC_ rAl I. F©K fwmt44 L4,*?dtm - MECH./ELEC. MA,! W&TEF, fit" SA* 119 G A19 �r_- rwrAiL SaT P- 2 44 CIEAN WASH D1*T­ WAtik i 1W! A 109 I tZ 5 f:17 a/4 201 Tik, It LAB 1 jf-7 -ir j PLUMBIN", FL �ii$CALE: t/4* 4 EQUIP AIR COMPRESSOR TV BE EQUAL TO A QUINCY H310) 2HP) 60 41 0 8 V . 3 PH. FOR CONTINUOUS SERVICEi-, j,i GAS BOOSTER HEATER TO BE A A.O. SMITH BC-399 399 MBTUH INPUT� 598 GPH @ 600DEGREE RISE. GAS WATER HEATER "A" TO BE A A.O. SM1 4 $TORAGE.� CAPACITY, 199 BTUH INPUT, 258 GPH @ 700DEG E *LECTRIC WATER HEATER "B" TO B Ei A. O.I, ITH �1, 5KW ELEI14k� 208V. 3 PH. lk al LF gas contractor s per specifications u1mi E. o 0 Lm 0 maz * proj 1w P — 1 x 0i", immim Z NQ SECT No 'e SECTION OR DETAIL D 'S IGNATION MARK DESCRIPTION MANUFACTURER SHT. SHOWN P-I INATES� AMERICAN STAWDAR.C� C.W. COLD WATER H.W. HOT WATER P- 2 URINAL RECIRC. RECIRCULATING P - 3 C oUNTER 511JK V.T.R. VENT THRU ROOF V. VENT P-4 flW,*^ F.D. FLOOR DRAIN "WASHf %IA QC R.D. ROOF DRAIN P-5 L ,lb `r4W i E L KAY R.W.L. RAIN WATER LEADER P-G $LKAY- O.S.D. OPEN SITE DRAIN P-7 ravic K A►AIERtG�►,W +�T��a RO REVERSE OSMOSIS A.F.F. ABOVE FINISHED FLOOR P-8 �A��`{. r�pA►riM�,l� s A.P. ACCESS PANEL N.I.C. NOT IN CONTRACT —���— UNION —— GATE VALi. -- — CHECK VALVE i ped GLOBE VALVE PRESSURE REDUCING ALVE {' . PRESSURE RELIEF VALiE a +— STRAINER , E=d THERMO#i TER Qt PRESSURE GAUGE ( — FLOOR DOWN ' 0 OPEN SITE, DRAIN p ® ROOF DRAT `l " P-- CLEAN OJ I tt T WALL HYANT �, a SOIL OR „STE LINE ' I- s ------- VENT L1 —S— STORM LINE --- COLD WATER LINE y j — -- HOT WATER LINE ----- RECIRCULATING LINE f' — A — COMPRESSED AIR' — G — LP GAS { 7 (" I t. 1 t ;ArA. ��1 ... ; MODEL • B /igllwwo" FITTINGS OR VALV TRAP I SEAT I cApow," I ACCESSORIES COLD HOT WASTE — 4,1 PIPING . SCF ATIi m o. N — N M soon" co ■� o M WY W W r 0 v p co ■ c1 () Z v ro O w 0 : 0 fAmilK z n r �vt� rt j x k ,, i y{ � L I.- Z i fy k �YY�P S ix _ ,4 z man M 11 CO m a cc project i P-3 date 3 y .. - ' � b *,� 4��' ih N ;�._ yqm' i v rn"y^•YYe., 1's�s � pis»r� `Y. Sfi lit 1 3 w' .�"C t t� ri .� •.. � ry A 9w.�q. { � R�y� u: � ♦ M a i'u :. 'Y., 7 e 'a I u c5n i" k J 1 Z t x OOR pro • Ji • fyjf x d ., ...ry r r....x L ..ry J >-. ..... e e � ::'i. .. .r r.:. .... '.,::,' , .r ., .:. 1... , a ... .♦ a i i:. > r r y ram: I {j v3 t A I LE LIGHTING FIXTURE 'CONDUIT RUN CONCEALED 7:77"llill, ill IN WALL OR CEILING TYPE WATTAGE MANUFACTURER / CATALOG NO. DESCRIPTION / REM; 9 SicC'#3$tT3 CONDUIT RUN CONCEALED IN OR UNDER FLOOR SLAB , , FIXT. LAMPS .`,." LY111 4 "A MOUNTII CIR. NO. 1TR NO. POLE, i t E-E a '7:- je Ile PANEL MAINS TYPE 7 MAI An-e�i BUS RATING NG PANEL BU VOLTAGE V MOUNTINO VOL T ION CIR. N0. N0.TRIP POLEVA DESCRIPTION CIR. NO TRIP VA DESCRIPTION CIR. NO. TRIP VA DESCRIPTION No. POLE NO. POLE L 2 4 777 8 7 ir 4 9 zo T� 10 12 12 14 16 A- 18 UP 121 20 'Al T ell 2 AA wii 2 2 JVT Z -5 E Ts Ni r- 1A 1.9,50 mr-m Iiiiii[F-0-i