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660 NE 95 StAIR CONDITIONING UNIT SCHEDULE UNIT NO. SEER WEIGHT(LB) MANUF. MOD. (POSITION OF MOUNTING) UIT N. CUNMODE CARRIER A IR C.U. WE(GHT(LB) BTU /HR CAP. SENSIBLE CAP BTU /HR EVAPORATOR FLOW COM. RLA OUT DOOR FAN FLA BLOW COIL FLA HP HEAT VW ph a REF. TYPE PIPING COND. UNIT V ph a CFM S.P. IN AHU # 1, 2 & 6. 12.0 137 LB. CARRIER F ERTICA (VERTICAL) CU # 1, 2 & 6. 38TRA042 210 LB. 40,000 27,500 1,400 0.2 20.0 1.1 2 4 1/2 8 240 50 R 22 V :1 1/8 L:3/8" 240 1 40 AHU 3 & 5 12.0 118 LB. CARRIER FA4ANFO36 (VERTICAL) CU 3 & 5. 36TRA036 200 LB. 32,400 22,200 1,150 0.4 17.9 1.1 2.7 1/3 6 240 1 35 R 22 VAP, 7/8" LIQ. 3/8" 240 1 40 AHU # 4. 1 ? 0LB CARRIER FA4ANF030 (VERTICAL) CU # 4. 38TRA030 200 LB. 27300 18,800 1,000 0.2 15 0.5 /30 5 40 R 22 V :7/8" L /8" 240 1 30 AHU # 7. 12 0 92 LB. CARRIER FA4ANF018 (VERTICAL) CU # 7. 38TRA018 143 LB. 16,800 11,200 600 0.2 10.0 0 . 5 1,5 1/10 NONE R 22 V :3/4" L:3/8" 240 1 20 OUTDOOR CONDITIONS: 917 DB, 79FWB V - VOLTS INDOOR CONDITIONS: 74F DB, RELATIVE HUMIDITY = 50% ph - NUMBER OF PHASES a - FUSE AMPS H. V. A. C. DESIGN SCHEDULE. HVAC DESIGN REQUIRES: YES NO REMARKS DUCT SMOKE DETECTOR(S) NO NON REQUIRED FIRE DAMPER(S) YES PENET. THRU RATED PART. SMOKE DAMPER(S) NO FIRE RATED PARTITION YES DEMISING WALLS FIRE RATED ROOF, / FLOOR CEILING ASSEMBLY? NO FIRE STOPPING YES PENET. THRU RTED PART. SMOKE CONTROL NO SUPPLY DUCT 1" GALV STRAP ANGLE UNDER DUCT FIN. CLG. DUCT HANGING DETAIL NTS JOIST 1 -1/2" GALV. STRAP W /INSULATION SADDLE UNDER DUCT (TYP.) 1 A RETURN AIR DUCT -I1 BAR JOIST STRUCTURAL SUPPORT SYSTEM. a O _ wg . F SECURE TO JOIST WITH BEAM CLAMP. AHU - CONTRACTOR TO INSURE ADEQUATE CLEARANCE BETWEEN THREADED RODS AND UNIT TO ALLOW FOR ROUTINE MAINTENANCE PROVIDE CD DRAIN TRAP WITH A MINIMUM OF 2" WATERSEAL PROVIDE 1 7/8" UNISTRUC SPANNING BETWEEN THREADED RODS TO SUPPORT AHU AND SAFEPAN. PROVIDE ISOMODE PADS UNDER AHU AT FOUR CORNERS. SUPPLY AIR DUCT SLOPE CD 1/8" PER FOOT SLOPE SAFEPAN DRAIN TO AN OBSERVABLE POINT THREADED NIPPLE SOLDERED INTO 2" HIGH GALVANIZED METAL SAFEPAN. SLOPE SAFEPAN TO DRAIN BY 1/2" MIN. NOTE: PROVIDE A FLOAT SWITCH IN SECONDARY DRAIN PAN, INTERCONNECTED W /AH START /STOP CONTROLS. FLOAT SWITCH IS TO SHUT DOWN AHU, WHENEVER WATER LEVEL IN DRAIN PAN RAISES TO 1/2" BELOW THE RIM OF PAN. (PER F.B.C. SECTION 307.2.4 CRITERIA) SHEET LEAD FLASHING MOP IN WITH ROOFING MATERIAL VENT P IPE AS SIZED 24 GA PLASTIC OR METAL BUSHINGS CLINCH EDGES 1/4 GALV. BAR 1Y MIN. ROOFING I Its GE GALV. METAL TO BRANCH DUCT GALV. STEEL ROD SET SCREW SPACER REQ'D. ON INSULATED DUCTS TYP. DETAIL OF 90" DUCT TAP WITH DAMPER BLADE FLDOBLE DUCT DUCT CONNECTION DETAILS N.T.S. TERMINATE VENT. W /RAIN CAP ROOF CONSTRUCTION SLEEVE ROOF CONSTRUCTION AS REQUIRED EXHAUST PIPE THRU ROOF DETAIL N.T.S. FLEXMASTER SPIN -IN DAMPER AND EXTRACTOR SCOOP FITTING MODEL NO. D8DE FOR FIBEROUS GLASS DUCT BOARD. JOIN FLEX DUCT TO SPIN - IN FITTING IN ACCORD TO MFGR. INSTALL INSTRUCT. USE SEALER AND BANDING DEVICE. TRUNK DUCT • 18 GAGE GALV. SHEET STEEL DAMPER BLADE: FULL HEIGHT OF MAIN DUCT. DOUBLE BEND LEADING EDGE OF DAMPER BLADE IR FLOW AHU MOUNTING DETAIL NTS • BEARING THE UL CLASSIFICATION MARKING. 3/8" BOLT, NUT & STAR WASHER 1 1/2" X 26 GA. METAL STRAPS FOR FLEX DUCTS FLEXIBLE DUCT HANGER NTS Section 'A' System No. WL5054 F RATING- 1 & 2 HOUR T RATING- 1 HOUR 1. WALL ASSEMBLY - THE 1 OR 2 HOUR FIRE -RATED GYPSUM WALLBOARD/ STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOILLOWING CONSTRUCTION FEATURES: A. STUDS- WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL SWUM STUDS TO CONSIST OF NOM 2 "x4" LUMBER SPACED 16" O.C. W/ NOM 2 "x4" LUMBER END PLATES AND CROSS BRACES . STEEL STUDS TO BE MIN 3 -5/8" WIDE AND SPACED MAX 24" O.C. B. WALLBOARD, GYPSUM'- 5/8" THICK, 4 FT. WIDE W/ SQUARE OR TAPERED EDGES. THE GYPSIUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAMETER OF OPENING IS 6 -1/2" THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TH THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. THROUGH PENETRANT- ONE METALLIC PIPE OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. PIPE OR TUBING TO BE RIGIDLY SUPPORTED ON B(OTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES OR TUBING MAY BE USED: A. STEEL PIPE- NOM 4" DIAMETER (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. IRON PIPE- NOM 4" DIAMETER (OR SMALLER) CAST OR DUCTILE IRON PIPE. C. COPPER TUBING- NOM 4" DIAMETER (OR SMALLER) TYPE 'L' (OR HEAVIER) COPPER TUBING. D. COPPER PIPE- NOM 4" DIAMETER (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. 3. TUBE INSULATION- PLASTICS + - NOM 3/4" THICK ACRYLONITRILE BUTADIENE/ POLYVINYL CHLORIDE (AB /PVC) FLEXIBLE FOAM FURNISHED IN THE FORM OF TUBING. THE WNNULAR SPACE BETWEEN PENETRATINIG ITEM & PERIPHERY OF OPENING SHALL BE MIN 0" (POINT CONTACT) TO MAX 7/8" SEE PLASTICS + (QMFZ2) CATEGORY IN THE RECOGNIZED COMPONENT DIRECTORY OF NAMES FOR MANUFACTURERS. ANY RECOGNIZED COMPONENT TUBE INSULATION MATERIAL MEETING THE AEBOVE SPECIFICATIONS AND HAVING A UL 94 FLAMMABILITY CLASSIFICATION KOF 94 -5VA MAY BE USED 4. FILL, VOID, OR CAVITY MATERIAL*- SEALANT- MIN 5/8" THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. ADDITIONAL FILL MATERIAL TO BE INSTALLED SUCH THAT A MIN. 1/4" THICK CROWN IS FORMED AROUND THE PENETRATING ITEM AND LAPPING 1/4" BEYONND THE PERIPHERY OF THE OPENING. SPECIFIED TECHNOLOGIES INC.- SPECSEAL 100, 101, OR 105 SEALANT CONDENSING UNIT SECURE TO FRAMEWORK TO WITHSTAND 150 MPH WINDS 6 "CONCRETE PAD NOTE: PROVIDE 2' -0" MIN. CLEARENCE AROUND 3 SIDES OF UNIT. PAD MOUNTED COND. UNIT DETAIL FLAT STRAPS 2 -16 GA. X 1 1/2" FLAT STRAPS DRAWN TIGHT AND ATTACHED TO CONCRETE PAD W/1 /4 '0 X 2 1/4"L CONCRETE SCREWS /GRUMMETS. SCREW TYPE. TYPICAL EACH SIDE. NOTE: DESIGNED AND INSTALLED TO RESIST WIND PRESSURES DETERMINED IN ACCORDANCE WITH F.B.0 M 301.13 AND BUILDING 1619.2. CONTRACTOR SHALL PROVIDED SHOP DWG WITH INSTALLATION DETAILS. NTS OUTSIDE AIR INTAKE CALCULATIONS PER ASHRAE: OCCUPANCY OF SPACE SERVED BY NEW AHU#1, 2, 3, 4, 5, & 6 : 6 PEOPLE (EACH). 20 CFM / PERSON OF 0/A INTAKE REQUIRED 20 CFM / PERSON X 6 PEOPLE = 120 CFM SET NEW MANUAL VOLUME DAMPER IN NEW AHU AT 120 CFM (EACH). AREA SERVED BY NEW AHU #7 : 640 S.F. 0.1 CFM / S.F. OF 0/A INTAKE REQUIRED 0.1 CFM / S.F. X 640 S.F. = 65 CFM SET NEW MANUAL VOLUME DAMPER IN NEW AHU #7 AT 65 CFM. TOTAL 0/A INTAKE IN SPACE 785 CFM. H.V.A.C. NOTES 1. ALL WORK SHALL RP AS PER F.B.C. AND NFPA 2. ALL DUCT WORK SHOWN AS DASHED LINES ARE EXISTING, BUILDING STANDARD TYPE DUCTS, AND ARE TO REMAIN. PATCH AND REPAIR AS NECESSARY. ALL NEW AIR CONDITIONING DUCTS SHOWN AS CONTINUOUS LINES, SHALL BE RIGID FIBERGLASS 1.5" THICK (R - 6), AND FLEXIBLE DUCTS WHERE BE USED. ALL NEW BATHROOM AND OUT SIDE AIR DUCTS SHALL BE 30 GA. GALV. METAL WITHOUT INSULATION. 3. DUCT WORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS & ACCORDING TO ASHRAE & SMACNA STANDARDS AND IN COMPLIANCE WITH UL 181. 4. DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE DIMENSIONS WIDTH x HEIGHT. DUCT SYSTEM SHALL COMPLY WITH NFPA STD. NO. 90A AND /OR 90B. DUCTWORK AND MATERIALS SHALL BE CLASS 1 MATERIALS IN ACCORDANCE WITH U.L. 181 TESTS. 5. COORDINATE LOCATIONS, SIZES & OPENINGS W /OTHER TRADES ON THE JOB. A/C CONTRACTOR SHALL PROVIDE THE COMPLETE DUCT SYSTEM W /TURNING VANES AT ALL EL30WS. AND DAMPERS AS REQUIRED. A/C CONTRACTOR SHALL USE THE BEST PRACTICES OF THE TRADE IN THE FABRICATION AND INSTALLATION OF THE SYSTEM. 6. ALL SUPPLY AIR AND RETURN AIR GRILLES /DIFFUSERS LOCATED IN 2'X2' GRID SHALL BE PERFORETED AND LOCATED AND BALANCED IN ORDER THAT THEY DELIVER THE REQUIRED CFM TO THE ENTIRE ROOM EVENLY & DRAFT FREE TO MAINTAIN THE FOLLOWING DESIGN CONDITIONS: INSIDE OUTSIDE RELATIVE HUMIDITY 50% TO 60% COOLING - 76 DB 90 DB - 79 WB HEATING - 72 DB 45 - DB 7. ALL TEMPERATURE CONTROLS SHALL BE DIGITAL PROGRAMMABLE THERMOSTAT MOUNTED WHERE SHOWN ON PLANS, AT 5' -0" A.F.F. 8. ALL NEW GRILLES AND DIFFUSERS TO BE ALUMINUM CONSTRUCTION. DIFFUSERS SHALL HAVE HIDDEN OPPOSED BLADE DAMPERS. PROVIDE GASKETS ON ALL GRILLES & DIFFUSERS. 9. COORDINATE EXACT LOCATION OF GRILLES AND DIFFUSERS WITH OWNER OR ARCHITECT PRIOR TO ROUGH -IN. 10, CONTRACTOR SHALL FIELD VERIFY /COORDINATE ALL CONDITIONS AND PARAMETERS W /OTHER TRADES INVOLVED W /THE PROJECT. 11. REFRIGERANT PIPING (SUCTION) SHALL BE INSULATED WITH MINIMUM 3/4" THICK ARMAFLEX INSULATION. 12. ALL AIR HANDLING UNITS SHALL BE INSTALLED WITH CLEARANCE SPECIFIED BY THE MANUFACTURER. 13. ALL SYSTEMS, DEVICES, AND EQUIPMENT IDENTIFIED AS EXISTING ON PLANS SHALL BE FIELD VERIFIED PRIOR TO PROCEEDING WITH THE WORK; ANY DEVIATION FROM THE CONDITIONS STATED AS EXIST. SHALL BE REPORTED TO THE PRJECT ARCH. /ENGINEER FOR FURTHER EVALUATION. 14. ALL FLEXIBLE S/A DUCTS SHALL EE FULL CIRCLE INTO CANS. 15. FIELD VERIFY /COORDINATE EXACT ROUTING OF ALL REFRIGERANT PIPING FOR EACH HVAC SYSTEM. 16. UPON COMPLETION OF CONSTRUCTION, PRIOR TO THE DELIVERY OF THE HVAG SYSTEMS, ALL AIR HANDLING UNITS (COILS AND FAN SECTION) WILL BE CLEANED. V1 'Cr 0 CO • I.... Cn Q .1 o0 W o U J 1- ca W 0 E Q 0 0 v w U J REV 0 O 0 Q � 1 Q z ci CNU co J I- LLJ I- ESI ENERGY SCIENCES INC CONSULTING ENGINEERS ESHER ANDIROGLU, P. E. 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OF 3' urtio4444.5 OR 1 WATER CLOSE'S, P L U M B 1 N G N O T : E S - ALL CLEANOUTS SMALL BE INSTAL.L.EO, AT THE SAME LEVEL AS THE SLOG.. GRAIN AND. ui MANNER THAT THEY MAY 13E USED FOR CONNECTIONS TO FUTURE PLUMS /N0. ALL HORIZONTAL SOIL 43 WASTE L1NES BELOW PURIM FLOOR SMALL 131E 4* t r t 1 _ 1 5 14 woo t7 MC 4At.. -4 r WOO fir_ 54%Oa T 4:)T. 1 t I1•• 4" TO MAX. A- OF a WAXER CLOSETS I II2' TO A MAX. OF . wy WATER CLOSETS tea TO MORE THAN 4 WATER CL.O6675. - NO CHANGE. ARE TO WC MADE iN' TH PLUMPING LAYOUT WITHOUT WRITTEN PERMISSION OF THE ARCHITEC wocto 144i.",7 Wocao. ". M 1 o oz •4V - -- ,opt t\ ; 17' Wia0. ai s. • ! ' • Y44',4 43.0 ,DATE /1 bi DRAWN 'G. ISSUED TO CHECKED.` • RC ,; SHALL VERIFY ALL:.2?1MEN$LON;S AT SITE` P{ZQ•DING. 'WITH WORK•, .APPROVED I• ?LA -L {w./\ ` FILE NO.= - REVISION PRO FESS ION Ai, OF'F'ICE- B- i.al.L LC) ING fi or DR' RAL- P i E. BAXTER LOTS 1 ANO 2 "BLOCK G O M 1 A'M 1 SHORES. SCOT t 0'N TWO,.' :: F`LO Pt 't 0 A WEED ,. RUSSELL. - .1,Of-iNSON• .:ASSOCIATES 550 BRLCKELL AVENUE Mt'AM,C, F= ,CO,RID:A. A R C H I T E C T S E N G '1' N E E ;R S 31 • I • �ur__AlC • M L OUVCi 2ial iiin _, A. '04 s L7L. .. o I. • a i Ir C b R , « ? ��r ! ' i r , r �_ , I 1t I t 4 1,_. r 4 k r! H L1,4 Tt LE t i. C+L:o 1Z D AS L y +{ „ t ' i! t 'd i t t k. ti, .r r~ 41,.. .,c : y ;.;,a..xi,,„,..,..!..:.n.st. ,._T. .h.f•- ....+.. , .-. sfs9w>;v^.i < -.: -. - -. s..r wh:.+s.:.+. �:+Y arrsx n,y- „R +k• 4..`w.i x' 8. . - "°' k„ 3 ' ... - ✓. q u �.w.....r v.. �. x ,.. • • ' O 10' O.C. tiA 1 Y ►.Iwb,O fi >-1 1' _1 E' 11 • A1r � , . { . '�" d L 1104. T 1-i Q 1n =v '>4. ■ L ti kiv eli.1: r k%x.3ir i " # <: 110t -.y L 1 8• , 2VZ fl l "o'.! 1 /4 T RANI; i i E 1. O`> i= F 1-T WOTC - ALL CN7 /?4 N L T/ ; CTIO// ARh ''8.E'GS.; O" GL:/Mi f'L'N C7 /ON.; AS N G T L. 8. "8 R4S CO C47 1V. °S SNOT✓ /J t`:Q 3 5 7/ S w 2Y DRAWN CG ISSUED TO CHEcKEo,L ' F 5 1CiC DATE CONTRACTOR SHALL VERIFY ALL; p1MEATSLON5 �.T SITE BEFORE PROCEEDING WITH ''WORK. _TM AM ' ,., DR. R,AL.PH E. BAXTER LO TS 1 ' ANO^ 2 , . B L O G iC 60 ' M1A NV1 SN0iRES, S • - !"fI 1 A WEED •'RUSSELL: • JOHNSON • ASSOCIATES 550. BRICKELL' ANi, • M1`:AMi; A R C H I T E C T S E N G t N E E.R S `. SHEET NO. 4„ L080Y 36i'9' 1 _ I I^ 4 FLOOR PL. A N t)AT$ N i "LS S _1pi. Fiat !rrr REVIBEON_ PROFESSIONAL. OFFICE BUI LDI Nc3 fo r DP. Ft A1...PM E.. B AXTEF LOYB 1 ANO 2 - 31-0 0 K 60 ' MIAMI 9HOR 89, 9t:i 1 ION YWO, r LQ RI OA WEED • RUSSELL!. • JOHNSON • A SOpIA! $30 BRICKELl. -- AVENUE • MIAMI. F.LOFR IDA�., A R C M'I T E C T. 5. N G I N !- I R r QAT!t l ORAWN rCHCCKED EAPPROVED ma NO. SNIsT N CONTRACTOR SHALL VERIFY ALL QI4MEN$IONS AT SITE BEFORE PROCEEDING WITH WORK. • • • a Y SO AL M I/12 . I'- 0 41E I ORAWN i CHCCK!D e I APPROVED CON RACTOR SHALL y RIFYALL'Di4v1kNSIbNS AT IT1+ OEFORE PI%OCE, 4it CI WITH ,WORK. PROFESSIONAL OFFICE fEiti IL't_4�1NC3 for DR. RA!, —PH E. BAXT LOTS 1 ANO, 2 9LOC M I A M I SHORES . C Tt ON ' 1 W O■ . ,IS 4 O.R.1QA; WEEO • RUSSELL, • JOHNSON, •' : Av SOC1 1' I 35o $RICKELL AVENUE • MIAMi A R C H I T.E C T S •. g.N G I Ns E E , 3 1 \t.�•c t2•'. 1411. }' i r�� A L.L G tv . 1 ■ 4 ') , 4,41'4 4 , -1 st. +S.; -' 3/ . 4 4 ,y Mt � '( • u , A1, tY: 4 'C4t -_ .ila r�!:r 4 f+ ,rn0 ;46 ,:. • 5 0 As' 'E T';k.tb2 Uanct.a. 'tti 4 S•rd.1f ?1 "t4 lo 13a•)5 4, tasr, < !k a•. Eoke.sc<ra la 7,_ Fc 4 M ' 1 v 1,cx,. • gpinsbi .44v. 4T?'11 3' uta Co�ti1 t ' a'd/:? CA a 4114f.iS Ee c4T' fZY� m to ; ,z I — • (t!.te :$16 -1 1 . 3 at; tyt 64) Cog VA it 1fy - Ln'? , 3 F,2ovt0C. ��•c.: Aa.ar it {` E'. Svc., ill .1K., t� ?�D . kFt witt rOder , 1114'0. ' of 49. )ytr, ti L1.111 314 �(.6_1�atC� .aloT[.�'_��`c► `t?Xr -fC« ate, "t zti. • rs,vs tty./ x- t2n,�. 4. 7r";r DP uta t ` ��• s�+`r ,'e r;(iGt.Gtri►1 tro ems: 7452 f a:t 1�t 'jk ��[' ;1bN: ', .� >���, ,•. J - � }'a r+\p£.'t GaO r > Gti 't,¢P nil. 1F� t� €� <t>t ;: vl�7 grl %t ors,, .CItkfc H<7 4 4 c S t{AC:: C- - Qgix3 c s l t,plel(� `fPA • $cJ4CL __ ° ;414t14 t c v €tZ orC. 51 C.L A = I t; zAtl4t,:_ rpt.c) k.w 1, 1* a 1A%A nA,i. =` 4%14 ecIta. . l,o•s►)xy • i ti T'gtg1 •7 4 6 „ O 3q. f4, net grscs Total ` 8 S3 t 8q, ft, gross droo OA:0 ()MINN I CNECKeg CONTRAOTOf; SHALL VERirY ALL OIA48N31ON3 At sttz aaFORe PROCEEDING WIT WORRK, 5 4 0 t” f i' AT '�QRAWN" �.GHECKED ..' IAPPR0yto 59I4TRACTQR 8HA1J..` Ay: pimgr o�LQN3 AT ", 8) E PR tiQINO W �IVORK. DR RALPH E; ESA' <","1", LO 1' ANO 2 ULo *1 M $ A M i 5HORE3 • 3 Z¢71 ON.: Tw O , V L 0 Ft VI/ EED . RUSSELL, • JOHNSON • •" AS$601 1,i 3 x 5 0 13.I 1;CIlELL AyKrAU •• MIAMI, R4.O,{?t ` H'• I ,:T . 0 V $ `: 'k iv . 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' 1 1 1 r 1 -, - t ' ' ,, t) 0 • a ' 4 1.- ; ...:<"4 . ,. I -z 1 `1 ite,' 14 ' . • '''' ''..- i • . \M Lt ti( • re;114',"1-04•4).7610',",es,Jf4"re-14 ,r4 /4:0,4 rl•Ny..k.5 F r ;"5 • f.,4(1,ie4 v 1=4, 4tro , 4c4i! v s - „sail; W /4 9.1 7.4.1srd,f-x4 po co - LI +-I ..1• r'*'•e. 0.9 1 i4. 1,3 : - r a A Lu IA C.. Lt , 0 / 4r Le /...1 um -S.C.-Fenc•++S • --. F t A. E-J ..*.A.,t f6.1.dr..; !<'. c4Jr4.,t..l.., ....,\ A r<7 1 .. E X 1 e.P.1". Cc t C 1-111A .E."-1;4. T 4 , k; ' aco-:.a. t,,..;11-1,1• ,..: 1 -.. 1 4.'` t.• 0. pi k.)6 • ''',./...k?...." ,11-■... a r ' '4" ,,,,,,,;' 15,4 A v .,....,-,,,-;...:..*c., 4 : „. t:ria TT-3 51,-4 I P o /.4..1..14,.....,e, , ,,,./A..is , e,. , :,,up , ,, , t_y i ,',/ A 1 r e„ fAtz,;,,,.,.,... i ' A P:rir ,',.. el L,..1 *lac.- yd/ F'di.V„0.„, E',...ir., er wir t A., c.-. 1 res. ,,Ja■A.) A.4A cni - ..f.vs11... plft.s , :-. - ,-x - rai,,t)03ci t=redit-“ P%0'e riJ c.vt_ . . . • ROBER1'. FITC14 SMiTh stet .TRUST - , / - °CC fi. ,?'Ti tc t1:lt/s Rar.K ,4tH y. 146= • '. r ; •'S *. AkIAS 14/4 -).0 (3 G E5 -1 4. _ Ay ,refy /x6 - , ' By A. r-• .ZA /. 7C) ` i /1 ! /e / LASOR4TORY ys ti.�1 vl .A y -' a • \ CL SET Q TREATMENT orFlc OFFICE �r• - - 1 W EEO •: RUSSELL • JOHNSON ' • ASSOGI ATED. 550 B RICKEl.L AVENUE • MIAM I,- FL.QR%DA A R C i H 1 T F*, 0 T$ E N Q 1 .N E ErR. 9 : F GATE 'DRAWN EO'tED !APPROVED FILE NO SHEET N O' CONTRACTOR: SHALL VERIFY ALL DIMENSIONS AT SITE BEFORE PROCEEDING WITH WORK' V,4. 0 1 D -211 11 ilitunin ) 41111 111111111111111 H111111111111111111111 • Z..""..I." ARCH1TECTS ENGINEERS EDGE OF ASPHALT PAVING TYPICAL REPOSITIONED CONCRETE WHEEL STOP TYPICAL PARKING SPACE TYPICAL NEW PARKING SPACE 4" SOLID COLOR (WHITE) DOUBLE STRIPE PER "OFF- STREET PARKING STANDARDS" OF NE 95 STREET CATCH BASIN PARKWAY ASPHALT PAVING 5' CONCRETE SIDEWALK NEW CONCRETE /BRICK RAMP NEW BRICK LANDING TO MATCH, FLUSH AND ALIGN WITH EXISTING ADJACENT BRICK WALKWAY NEW 4" THICK CONCRETE SLAB WALK TO MATCH AND FLUSH EXISTING ADJACENT CONCRETE SIDEWALK NEW ADA COMPLIANT ACCESSIBLE PARKING SIGN AT EACH HANDI -CAP PARKING SPACE, TYPICAL OF 2. BOTTOM OF SIGN AT 7' -0" ABOVE FINISH GRADE, NEW ADA COMPLIANT ACCESSIBLE SYMBOL (WHITE COLOR) 3' TO 5' HIGH AT EACH HANDI -CAP PARKING SPACE, TYPICAL OF 2 NEW 5' WIDE ADA COMPLIANT HANDI -CAP PARKING SPACE ACCESS AISLE WITH STRIPING (WHITE COLOR) PER "OFF- STREET PARKING STANDARDS" NEW ADA COMPLIANT ACCESSIBLE PARKING SPACE WITH 4" SOLID COLOR (BLUE) STRIPING PER "OFF- STREET PARKING STANDARDS ". TYPICAL OF 2 BRICK WALKWAY AREA OF INTERIOR RENOVATION TYPICAL SOD AREA CATCH BASIN 2' CONCRETE GUTTER CATCH BASIN EXISTING STREET PARKING TO BE RECONFIGURED TO PROVIDE FOR TWO (2) NEW ADA COMPLIANT HANDI- CAP PARKING SPACES AND CENTER ACCESS AISLE. EXISTING PAVING TO BE RESURFACED AND RESTRIPED. NOTE: ALL ITEMS SHOWN ARE EXISTING, EXCEPT AS NOTED NOTED J SITE PLAN SCALE: 1/1 6" = 1' -0" L L- PARKING (16 SPACES) 128.75' PLANTER EXISTING 1 STORY CBS BUILDING n EDGE OF ASPHALT PAVING OF PARK DRIVE PARKWAY 5' CONCRETE SIDEWALK TYPICAL SOD AREA UTILITY POLE MECHANICAL /ELECTRICAL ROOMS TYPICAL PROPERTY LINE CONCRETE LANDING /STEPS TYPICAL ROOF LINE 15' ALLEY TYPICAL BUILDING LINE BELOW CONCRETE LANDING /STEPS PUMP HOUSE BUILDING UTILITY POLE WATER VALVE 5' CONCRETE SIDEWALK PARKWAY CONCRETE CURB OF NE 6 AVENUE GENERAL NOTES: SCOPE OF WORK: THE AREA OF WORK INCLUDES A ±66 SF REMODELING OF EXISTING CORRIDOR BATHROOMS INTO A SINGLE ADA COMPLIANT UNISEX BATHROOM, REFINISH EXISTING CORRIDORS 1 AND 2 INCLUDING A NEW SUSPENDED ACOUSTIC CEILING SYSTEM, A NEW EXTERIOR ADA COMPLIANT RAMP, MODIFICATIONS TO THE EXISTING MECHANICAL AND ELECTRICAL SYSTEMS AND RELATED WORK. 2. SURVEY INFORMATION TAKEN FROM SURVEY NO. 13446, DATED 3/16/04, BY A. R. TOUSSAINT & ASSOCIATES, INC. 3. THE CONTRACTOR SHALL LAY -OUT AND FIELD VERIFY ALL DIMENSIONS, CHECK THAT ROOMS ARE SQUARE AND WALLS ARE PLUMB, AND NOTIFY ARCHITECT OF ANY DISCREPANCIES OR PROBLEMS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 4. PROVIDE ALL CUTTING AND PATCHING TO MATCH EXISTING AS REQUIRED BY THE WORK. 5. DIMENSIONS ARE TO THE FACE OF NEW AND EXISTING WALL FINISH AND CENTERLINE OF DOORS, EXCEPT AS NOTED. 6. DO NOT SCALE THE DRAWINGS. 7. THE OCCUPANCY CLASSIFICATION IS GROUP B - BUSINESS OCCUPANCY. 8. ZONING CLASSIFICATION: PRO ZONE. L000 LEGEND Additions, fiRemodeling, iRepa irs 4 Comdination 11 -3206- 050 -0010 11- 3206 - 050 -0020 11- 3206 - 050 -0030 11- 3206 - 050 -0040 660 NE 95 STREET FOLIO: 11- 3206 - 050 -0050 ADDRESS: MIAMI SHORES, FLORIDA 33138 LOT /UNIT: 1 AND 2 BLOCK /BLDG: 60 SUBDIVISION: MIAMI SHORES SECTION NO. 2 PLAT BOOK: 10 PAGE: 37 COST OF CONSTRUCTION— SCOPE OF WORK INTERIOR RENOVATION— COST OF WORK (MUST INCLUDE ITEMIZED LIST): ADDITION— COST OF WORK- 0' - (d' _ +11.68' NGYD SQ.FT. OF CONST. X (47 SQ.FT. LIVING SPACE): SQ.FT. OF CONST, X (35 SQ.FT. STORAGE, GARAGE, TERRACE): TOTAL COST OF WORK: $ ±120,000 $ ±120,000 THE OWNER OF THIS PROPERTY UNDERSTANDS THAT THE WORK AMOUNT INDICATED ABOVE IS GOING TO BE KEPT ON THE OFFICIAL PERMIT RECORD DURING A SIX (6) MONTH PERIOD FROM THE DATE OF WHICH THE CERTIFICATE OF COMPLETION IS ISSUED. IF ANY ADDITIONAL, REPAIR, RECONSTRUCTION, ALTERA110N, ADDITION, REMODELING OR COMBINATION THEREOF IS DONE BEFORE THE CERTIFICATE OF COMPLETION IS ISSUED, OR WITHIN THE TRACKING PERIOD, IT WILL DE CONSIDERED A CONTINUANCE OF THE ABOVE WORK. IF THE PROPERTY IS DECLARED SUBSTANTIALLY IMPROVED OR DAMAGED AND THE FLOOR ELEVATION IS NOT IN COMPLIANCE, THE STRUCTURE WILL BE ELEVATED IN ACCORDANCE WITH CHAPTER 11C OF THE MIAMI -DADE COUNTY CODE. • ITEMIZED LIST TO BE PROVIDED AFTER AWARD OF RID JOB NO.: DATE: DRAWN BY: APPROVED: 03 -07 8/31/04 COM CDM RF V M 0 O J w i SIO \S SHEET OF 1 SP -1 Lowest Floor Elevlincluding basement/sunken areas) Garage/ Storage Floor Elevation Adjacent Grade Elevation (next to the well of the structure) EXISTING 1165' FT. NGYD N/A FT. NGVD 9.5' FT. NGVD PROPOSED N/A FT. NGVD N/A FT. NGVD WA FT. NGVD EDGE OF ASPHALT PAVING TYPICAL REPOSITIONED CONCRETE WHEEL STOP TYPICAL PARKING SPACE TYPICAL NEW PARKING SPACE 4" SOLID COLOR (WHITE) DOUBLE STRIPE PER "OFF- STREET PARKING STANDARDS" OF NE 95 STREET CATCH BASIN PARKWAY ASPHALT PAVING 5' CONCRETE SIDEWALK NEW CONCRETE /BRICK RAMP NEW BRICK LANDING TO MATCH, FLUSH AND ALIGN WITH EXISTING ADJACENT BRICK WALKWAY NEW 4" THICK CONCRETE SLAB WALK TO MATCH AND FLUSH EXISTING ADJACENT CONCRETE SIDEWALK NEW ADA COMPLIANT ACCESSIBLE PARKING SIGN AT EACH HANDI -CAP PARKING SPACE, TYPICAL OF 2. BOTTOM OF SIGN AT 7' -0" ABOVE FINISH GRADE, NEW ADA COMPLIANT ACCESSIBLE SYMBOL (WHITE COLOR) 3' TO 5' HIGH AT EACH HANDI -CAP PARKING SPACE, TYPICAL OF 2 NEW 5' WIDE ADA COMPLIANT HANDI -CAP PARKING SPACE ACCESS AISLE WITH STRIPING (WHITE COLOR) PER "OFF- STREET PARKING STANDARDS" NEW ADA COMPLIANT ACCESSIBLE PARKING SPACE WITH 4" SOLID COLOR (BLUE) STRIPING PER "OFF- STREET PARKING STANDARDS ". TYPICAL OF 2 BRICK WALKWAY AREA OF INTERIOR RENOVATION TYPICAL SOD AREA CATCH BASIN 2' CONCRETE GUTTER CATCH BASIN EXISTING STREET PARKING TO BE RECONFIGURED TO PROVIDE FOR TWO (2) NEW ADA COMPLIANT HANDI- CAP PARKING SPACES AND CENTER ACCESS AISLE. EXISTING PAVING TO BE RESURFACED AND RESTRIPED. NOTE: ALL ITEMS SHOWN ARE EXISTING, EXCEPT AS NOTED NOTED J SITE PLAN SCALE: 1/1 6" = 1' -0" L L- PARKING (16 SPACES) 128.75' PLANTER EXISTING 1 STORY CBS BUILDING n EDGE OF ASPHALT PAVING OF PARK DRIVE PARKWAY 5' CONCRETE SIDEWALK TYPICAL SOD AREA UTILITY POLE MECHANICAL /ELECTRICAL ROOMS TYPICAL PROPERTY LINE CONCRETE LANDING /STEPS TYPICAL ROOF LINE 15' ALLEY TYPICAL BUILDING LINE BELOW CONCRETE LANDING /STEPS PUMP HOUSE BUILDING UTILITY POLE WATER VALVE 5' CONCRETE SIDEWALK PARKWAY CONCRETE CURB OF NE 6 AVENUE GENERAL NOTES: SCOPE OF WORK: THE AREA OF WORK INCLUDES A ±66 SF REMODELING OF EXISTING CORRIDOR BATHROOMS INTO A SINGLE ADA COMPLIANT UNISEX BATHROOM, REFINISH EXISTING CORRIDORS 1 AND 2 INCLUDING A NEW SUSPENDED ACOUSTIC CEILING SYSTEM, A NEW EXTERIOR ADA COMPLIANT RAMP, MODIFICATIONS TO THE EXISTING MECHANICAL AND ELECTRICAL SYSTEMS AND RELATED WORK. 2. SURVEY INFORMATION TAKEN FROM SURVEY NO. 13446, DATED 3/16/04, BY A. R. TOUSSAINT & ASSOCIATES, INC. 3. THE CONTRACTOR SHALL LAY -OUT AND FIELD VERIFY ALL DIMENSIONS, CHECK THAT ROOMS ARE SQUARE AND WALLS ARE PLUMB, AND NOTIFY ARCHITECT OF ANY DISCREPANCIES OR PROBLEMS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 4. PROVIDE ALL CUTTING AND PATCHING TO MATCH EXISTING AS REQUIRED BY THE WORK. 5. DIMENSIONS ARE TO THE FACE OF NEW AND EXISTING WALL FINISH AND CENTERLINE OF DOORS, EXCEPT AS NOTED. 6. DO NOT SCALE THE DRAWINGS. 7. THE OCCUPANCY CLASSIFICATION IS GROUP B - BUSINESS OCCUPANCY. 8. ZONING CLASSIFICATION: PRO ZONE. L000 LEGEND Additions, fiRemodeling, iRepa irs 4 Comdination 11 -3206- 050 -0010 11- 3206 - 050 -0020 11- 3206 - 050 -0030 11- 3206 - 050 -0040 660 NE 95 STREET FOLIO: 11- 3206 - 050 -0050 ADDRESS: MIAMI SHORES, FLORIDA 33138 LOT /UNIT: 1 AND 2 BLOCK /BLDG: 60 SUBDIVISION: MIAMI SHORES SECTION NO. 2 PLAT BOOK: 10 PAGE: 37 COST OF CONSTRUCTION— SCOPE OF WORK INTERIOR RENOVATION— COST OF WORK (MUST INCLUDE ITEMIZED LIST): ADDITION— COST OF WORK- 0' - (d' _ +11.68' NGYD SQ.FT. OF CONST. X (47 SQ.FT. LIVING SPACE): SQ.FT. OF CONST, X (35 SQ.FT. STORAGE, GARAGE, TERRACE): TOTAL COST OF WORK: $ ±120,000 $ ±120,000 THE OWNER OF THIS PROPERTY UNDERSTANDS THAT THE WORK AMOUNT INDICATED ABOVE IS GOING TO BE KEPT ON THE OFFICIAL PERMIT RECORD DURING A SIX (6) MONTH PERIOD FROM THE DATE OF WHICH THE CERTIFICATE OF COMPLETION IS ISSUED. IF ANY ADDITIONAL, REPAIR, RECONSTRUCTION, ALTERA110N, ADDITION, REMODELING OR COMBINATION THEREOF IS DONE BEFORE THE CERTIFICATE OF COMPLETION IS ISSUED, OR WITHIN THE TRACKING PERIOD, IT WILL DE CONSIDERED A CONTINUANCE OF THE ABOVE WORK. IF THE PROPERTY IS DECLARED SUBSTANTIALLY IMPROVED OR DAMAGED AND THE FLOOR ELEVATION IS NOT IN COMPLIANCE, THE STRUCTURE WILL BE ELEVATED IN ACCORDANCE WITH CHAPTER 11C OF THE MIAMI -DADE COUNTY CODE. • ITEMIZED LIST TO BE PROVIDED AFTER AWARD OF RID JOB NO.: DATE: DRAWN BY: APPROVED: 03 -07 8/31/04 COM CDM RF V M 0 O J w i SIO \S SHEET OF 1 SP -1 GENERAL DEMOLITION NOTES: 1, PROTECT ALL FINISHES SCHEDULED TO REMAIN AND REPAIR THOSE WHICH ARE DAMAGED BY THE WORK. 2. MAINTAIN STRUCTURAL INTEGRITY OF ALL ITEMS SCHEDULED TO REMAIN. 3. PROVIDE SHORING AS REQUIRED BY THE WORK. CONTRACTOR RESPONSIBLE FOR DESIGN AND SAFETY OF SHORING SYSTEM. CONTRACTOR ALSO RESPONSIBLE TO MAINTAIN STRUCTURAL INTEGRITY OF THOSE EXISTING CMU WHERE SHORING IS REQUIRED. 4. CONTRACTOR TO SECURE THE JOBSITE AT THE END OF EACH WORKDAY AND TO COVER ALL OPENINGS TO PROTECT THE EXISTING BUILDING FROM THE ELEMENTS AND UNAUTHORIZED ENTRANCE. 5. CONTACT ARCHITECT TO RESOLVE QUESTIONS REGARDING SPECIFIC ITEMS TO BE DEMOLISHED OR PRESERVED. 6. REMOVE AND STORE FOR REUSE ALL PORTABLE FIRE EXTINGUISHERS. 7. SEE HVAC, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION NOTES. SPECIAL DEMOLITION NOTES: KI REMOVE EXISTING SUSPENDED CEILING SYSTEM COMPLETE, WALL TILE TO FACE OF EXISTING PLASTER FINISH, FLOOR TILE AND SUBSTRATE TO TOP OF EXISTING CONCRETE FLOOR SLAB, BATH FIXTURES, FITTINGS, TRIM AND ACCESSORIES, DOOR, FRAME, THRESHOLD AND INDICATED PARTITIONS. • SAWCUT AND REMOVE SECTION OF EXISTING PARTITION. COORDINATE WITH DRAWING A -2, FLOOR PLAN. O REMOVE EXISTING SUSPENDED CEILING SYSTEM COMPLETE, WALL COVERING AND CARPET. O SAWCUT AND REMOVE EXISTING PLANTER WALL COMPLETE TO TOP OF EXISTING CONCRETE FOUNDATION WALL BELOW (VERIFY). CONTRACTOR'S OPTION TO CAREFULLY REMOVE BRICKS AND STORE FOR REUSE. • SAWCUT AND REMOVE SECTION OF EXISTING BRICK VENEER. COORDINATE WITH DRAWING A -2, FLOOR PLAN. CONTRACTOR'S OPTION TO CAREFULLY REMOVE BRICK AND STORE FOR REUSE. O SAWCUT AND REMOVE SECTION OF EXISTING BRICK VENEER AT STEPS. COORDINATE WITH DRAWING A -2, FLOOR PLAN. DO NOT DISTURB EXISTING CONCRETE STEPS BELOW. CONTRACTOR'S OPTION TO CAREFULLY REMOVE BRICK AND STORE FOR REUSE. O REMOVE EXISTING DECORATIVE WOOD WINDOW SCREEN COMPLETE. KI REMOVE EXISTING STAIR HANDRAIL AND WALL MOUNTING BRACKETS COMPLETE. PROTECT EXISTING BRICK VENEER WALL SURFACE. \ 3 / SAWCUT AND REMOVE SECTION OF EXISTING BRICK PAVERS/ CONCRETE BASE WALKWAY FOR INSTALLATION OF NEW RAMP. COORDINATE WITH DRAWING A -2, FLOOR PLAN. DEMOLITION SYMBOLS: EXISTING CONSTRUCTION TO REMAIN ( 5 ) OFFICE EXAM EXAM EXAM CONFERENCE OFFICE L WAITING SCALE: 1/4" = 1' -0" DEMOLITION PLAN EXAM CORRIDOR O CORRIDOR a J BATH BATH r J RECEPTION LOUNGE OFFICE BILLING WAITING BATH RECEPTION WAITING CORRIDOR 2 CORRIDOR 1 CORRIDOR EXAM EXAM EXAM CLO CLO RECEPTION M1 1 LL - - - -JJ r-- -\ WOMEN ) 1 L LAB C LO BATH WAITING CLO ) MEN CLO BATH CORRIDOR CLO L OFFICE ADMINISTRATION JAN. ADMINISTRATION WAITING EXAM EXAM J LOUNGE O 0 O 0 0 U ELECTRICAL MECHANICAL I EXAM FILES RECEPTION WAITING CORRIDOR r BATH CLO OFFICE EXAM 0 FILES EXAM CORRIDOR CORRIDOR EXAM EXAM OFFICE EXAM CLO LAB BATH 0 i0 w REV 0 O w uJ w m a 0 O O F- LU a c co M CO O z o U J LL < CiD 0 � o 0w Z LL- O � (r) 1 555551 Lop 6 ,o l °D JOB NO: DATE: DRAWN BY: APPROVED: 03 -07 8/31/04 COM CDM SIO \S SHEET OF 9 A -1 N I L• NO WORK IS BEING DONE WITHIN THE TENANT SPACES SEE DRAWING A -5 FOR 1/2" SCALE RAMP PLAN INDICATES 1 HOUR FIRE -RATED PARTITION AT UNISEX BATH AND CLO 1. USE UL DESIGN U457 AT NEW PARTITIONS AND UL DESIGN U419 AT EXISTING (MODIFIED) PARTITIONS. SEE LEGEND BELOW. INDICATES 1 HOUR FIRE -RATED CORRIDOR PARTITION. SEE DETAIL 2/A8, TYPICAL N2�1 EXISTING CONCRETE TIE BEAM AT FRONT AND SIDE ENTRY DOORS PRECLUDES THE NEED FOR A FIRE -RATED GPDW PARTITON IN THOSE AREAS LEGEND: INDICATES DOOR w 0- 0 N N NEW 1 HOUR FIRE -RATED PARTITION CONSISTING OF 3 -5/8 ", 20 GAUGE STEEL STUDS AT 16" o.c., WITH TOP AND BOTTOM RUNNER TRACKS, WITH 5/8 SHEETROCK BRAND GYPSUM PANELS, FIRECODE 'C CORE, ON CORRIDOR 1 AND CLO 1 SIDE, WITH 1/2" DUROCK BRAND CEMENT PANEL ON 1/2" POLYSTYRENE INSULATION BOARD ON UNISEX BATH SIDE, AND WITH 3" THERMAFIBER SAFB INSULATION BETWEEN, TO UNDERSIDE OF EXISTING ROOF DECK ABOVE. SEAL ALL JOINTS AND PENETRATIONS WITH AN INTUMESCENT SEALER. LATERALLY BRACE FRAMING AS REQUIRED. INSTALL CERAMIC TILE ON THINSET ON UNISEX BATH SIDE TO ±48" ABOVE FINISH FLOOR AND WITH PLASTER SKIM COAT ABOVE TO UNDERSIDE OF FINISH CEILING. UL DESIGN U457 NEW 1 HOUR FIRE -RATED PARTITION CONSISTING OF 2 -1/2 ", 20 GAUGE STEEL STUDS AT 24" o.c. WITH TOP AND BOTTOM RUNNER TRACKS, WITH 1 -1/2" THERMAFIBER SAFB INSULATION BETWEEN STUDS, WITH 1/2" SHEETROCK BRAND GYPSUM PANELS, FIRECODE "C" CORE, ON EACH SIDE, FROM TOP OF EXISTING 4" CMU PARTITION TO UNDERSIDE OF EXISTING ROOF DECK ABOVE. SEAL ALL JOINTS AND PENETRATIONS WITH AN INTUMESCENT SEALER. LATERALLY BRACE FRAMING AS REQUIRED. CONCRETE FILL TOP OP BLOCK CELLS AS REQUIRED. UL DESIGN U419 II I DN OFFICE EXAM EXAM EXAM CONFERENCE OFFICE WAITING FLOOR PLAN SCALE: 1/4" = 1' -0" L EXAM CORRIDOR CORRIDOR BATH r BATH RECEPTION WAITING LOUNGE BILLING RECEPTION OFFICE WAITING BATH L CORRIDOR 2 EXAM EXAM LJ EXAM CORRIDOR C LO CLO CLO 1 CORRIDOR 1 L LAB RECEPTION BATH WAITING u CLO UNISEX BATH CLO ' r CORRIDOR BATH CLO L ADMINISTRATION OFFICE J ADMINISTRATION CORRIDOR JAN. WAITING EXAM EXAM LOUNGE O 0 O 0 0 ELECTRICAL UTILITY SEE DRAWING A -4 FOR 1/2" SCALE UNISEX BATH FLOOR PLAN EXAM FILES RECEPTION WAITING CORRIDOR OFFICE BATH FILES EXAM CORRIDOR EXAM EXAM OFFICE EXAM BATH \ /r I I LJ CLO LAB J T co CO i UQ zo G'O • Q • a U v 01-- LLJ 0 0 i w C1 'T z U 1- 0 JOB NO: 03 -07 DATE: 8/31/04 DRAWN BY: CDM APPROVED: CDM R - V SIO\S A PERMITTING 11/1/04 NEW 6 "x6" SUPPLY AIR DIFFUSER TYPICAL NEW EXHAUST FAN TYPICAL NEW SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE TYPICAL NEW 2'x2' LAY -IN FLUORESCENT LIGHT FIXTURE TYPICAL NEW 2'x2' LAY -IN ACOUSTIC CEILING TILES IN SUSPENDED CEILING GRID TYPICAL NEW 2'x2' LAY -IN SUPPLY AIR DIFFUSER NEW 2'x2' LAY -IN RETURN AIR GRILLE NOTE; NO WORK IS BEING DONE WITHIN THE TENANT SPACES OFFICE EXAM EXAM EXAM WAITING CONFERENCE OFFICE SCALE: 1 /4" = 1' -0" EXAM CORRIDOR BATH CORRIDOR BATH REFLECTED CEILING PLAN LOUNGE RECEPTION BILLING WAITING RECEPTION OFFICE WAITING BATH CO RRIDOR 2 CLO CLO C LO BATH CORRIDOR 1 EXAM EXAM CORRIDOR RECEPTION EXAM LAB CLO CLO CORRIDOR C LO BATH r � EF OFFICE ADMINISTRATION ADMINISTRATION JAN. WAITING EXAM EXAM LOUNGE UTILITY ELECTRICAL FILES EXAM RECEPTION WAITING CORRIDOR CLO EXAM OFFICE BATH FILES EXAM CORRIDOR CORRIDOR EXAM EXAM OFFICE EXAM BATH CLO LAB z • • , a 0 U 0 JOB NO.: 03 -07 DATE: 8/31/04 DRAWN BY: CDM APPROVED: CDM R EVISIO \ SHEET OF 9 A -3 R O O M F I N I S H S C H E D U L E ROOM NAME FLOOR BASE WALLS CEILING REMARKS *1, *2, *8 MATERIAL HEIGHT UNISEX BATH CT CT PLASTER (EXG) PLASTER, CT AC T tB' -4" (EXG) *6, *7 CLO 1 VCT VINYL PLASTER (EXG), PLASTER ACT ±8'-4" (EXG) *3, *9 CORRIDOR 1 CARPET WOOD PLASTER (EXG), GPDW ACT t8' 4° (EXG) *4, *5, *10 CORRIDOR 2 CARPET WOOD RASTER (EXG) ACT t8' -4 (EXG) * 4, *5, *10 D O O R S C H E D U L E MARK TYPE SIZE THRESHOLD DOOR FRAME REMARKS *1 MATERIAL FINISH MATERIAL FINISH 1 2' -4' x 6' -8" x 1 -3/4 HM PAINT HM PAINT *2, *3, *6 2 3' -0 x 6' -8" x 1 -3/4" MARBLE FWSC PAINT HM PAINT *4, 5, *6 42" LONG GRAB BAR, BOBRICK MODEL NO. B -6806 (OR APPROVED EQUAL) x 42" LONG. TOP OF BAR AT 36" ABOVE FINISH FLOOR ADA COMPLIANT TOILET TISSUE DISPENSER, BOBRICK MODEL NO. 8 -4288, OR APPROVED EQUAL ADA COMPLIANT FLOOR MOUNTED WATER CLOSET, AMERICAN STANDARD, "CADET" SERIES, OR APPROVED EQUAL. TOP OF SEAT BETWEEN 17" AND 19" ABOVE FINISH FLOOR 48" x 66" CLEAR FLOOR SPACE REQUIRED FOR ADA COMPLIANT FLOOR MOUNTED WATER CLOSET 36" LONG GRAB BAR, BOBRICK MODEL NO. B -6806 (OR APPROVED EQUAL) x 36" LONG. TOP OF BAR AT 36" ABOVE FINISH FLOOR 2' -4" x 6' -8" x 1 -3/4" HOLLOW METAL DOOR IN 2" x ±4 -1/2 ", 16 GAUGE HOLLOW METAL DOOR FRAME CARPET /VCT DIVIDER STRIP EXISTING ELECTRIC PANEL NOTE: DIMENSIONS ARE TO FACE OF WALL TILE AND CENTERLINE OF DOOR UNISEX BATH FLOOR PLAN SCALE: 1/2" = 1' -0" EXISTING PIASTER WALL FINISH ON BLOCK TO REMAIN. PROTECT. PATCH AS REQUIRED TO MATCH AND FLUSH EXISTING ADJACENT ±4" x 4" CERAMIC WALL TILE ON THINSET ON EXISTING PLASTER ON BLOCK TO ±48" ABOVE FINISH FLOOR. TILE TO BE SELECTED BY OWNER 42" LONG GRAB BAR, BOBRICK MODEL NO. B -6806 (OR APPROVED EQUAL) x 42" LONG. TOP OF BAR AT 36" ABOVE FINISH FLOOR 36" LONG GRAB BAR, BOBRICK MODEL NO. B -6806 (OR APPROVED EQUAL) x 36" LONG. TOP OF BAR AT 36" ABOVE FINISH FLOOR ADA COMPLIANT SURFACE MOUNTED TOILET TISSUE DISPENSER, BOBRICK MODEL NO, B -4288, OR APPROVED EQUAL ADA COMPLIANT FLOOR MOUNTED WATER CLOSET, AMERICAN STANDARD, "CADET" SERIES, OR APPROVED EQUAL. TOP OF SEAT BETWEEN 17" AND 19" ABOVE FINISH FLOOR ±1" x 1" FLOOR TILE TO BE SELECTED BY OWNER 2" 01 UNISEX BATH INTERIOR ELEVATIONS SCALE: 1/2" = 1' -0" ±2' -7 1/4" CLO 1 / / ±3' -6 1/2" 5 -3/4" L UNISEX \1 0 C! 1 CC +i 0 ZD U w uJ ce ±8' -8 7/8" N 1 BATH � PLASTER SKIM COAT ON 1/2" DUROCK BRAND CEMENT PANEL ±4" x 4" CERAMIC WALL TILE ON THINSET ON 1/2" DUROCK BRAND CEMENT PANEL. TILE TO BE SELECTED BY OWNER 42" LONG GRAB BAR, BOBRICK MODEL NO. B -6806 (OR APPROVED EQUAL) x 42" LONG. TOP OF BAR AT 36" ABOVE FINISH FLOOR 36" LONG GRAB BAR, BOBRICK MODEL NO. B -6806 (OR APPROVED EQUAL) x 36" LONG. TOP OF BAR AT 36" ABOVE FINISH FLOOR ADA COMPLIANT FLOOR MOUNTED WATER CLOSET, AMERICAN STANDARD, "CADET" SERIES, OR APPROVED EQUAL. TOP OF SEAT BETWEEN 17" AND 19" ABOVE FINISH FLOOR ADA COMPLIANT SURFACE MOUNTED TOILET TISSUE DISPENSER, BOBRICK MODEL NO. 8 -4288, OR APPROVED EQUAL f1" x 1" FLOOR TILE TO BE SELECTED BY OWNER ±3' -2 3/4" 1' -8 1/2" 5 -3/4 " --J ±8' -8 7/8" 12" 2' -6" ±7 -5/8" 5- +I CORRIDOR 1 6" EWC PLASTER SKIM COAT ON 1/2" DUROCK BRAND CEMENT PANEL 3' -0" x 6' -8" x 1 -3/4" FLUSH SOLID CORE WOOD DOOR 2" x 5 -3/4 ", 16 GAUGE HOLLOW METAL DOOR FRAME 18" x 36" WALL MOUNTED MIRROR, BOBRICK MODEL NO. B -165 1836 (OR APPROVED EQUAL). BOTTOM OF MIRROR (NOT FRAME) AT 40" ABOVE FINISH FLOOR EXISTING PLASTER WALL FINISH ON BLOCK TO REMAIN. PROTECT. PATCH AS REQUIRED TO MATCH AND FLUSH EXISTING ADJACENT ADA COMPLIANT SURFACE MOUNTED SOAP DISPENSER, BOBRICK MODEL NO. B -4112, OR APPROVED EQUAL. CENTERLINE OF UNIT AT 44" ABOVE FINISH FLOOR ADA COMPLIANT SURFACE MOUNTED PAPER — TOWEL DISPENSER, BOBRICK MODEL NO. B -4262, OR APPROVED EQUAL ADA COMPLIANT WALL MOUNTED LAVATORY, AMERICAN STANDARD, "DECLYN" SERIES, OR APPROVED EQUAL. TOP OF RIM AT MAXIMUM 34" ABOVE FINISH FLOOR ±4" x 4" CERAMIC WALL TILE ON THINSET ON EXISTING PLASTER ON BLOCK TO ±48" ABOVE L FINISH FLOOR. TILE TO BE SELECTED BY OWNER ±1" x 1" FLOOR TILE TO BE SELECTED BY OWNER REQUIRED 5' WHEELCHAIR TURNAROUND ADA COMPLIANT SURFACE MOUNTED SOAP DISPENSER, BOBRICK MODEL NO. 3 -4112, OR APPROVED EQUAL 30" x 48" CLEAR FLOOR SPACE REQUIRED FOR ADA COMPLIANT WALL MOUNTED LAVATORY ADA COMPLIANT WALL MOUNTED LAVATORY, AMERICAN STANDARD, "DECLYN" SERIES, OR APPROVED EQUAL. TOP OF RIM AT MAXIMUM 34" ABOVE FINISH FLOOR ADA COMPLIANT SURFACE MOUNTED PAPER TOWEL DISPENSER, BOBRICK MODEL NO. 9-4262, OR APPROVED EQUAL EXISTING ELECTRIC WATER COOLER 2" WIDE x WIDTH OF DOOR FRAME ADA COMPLIANT MARBLE THRESHOLD 3' -0" x 6' -8" x 1 -3/4" FLUSH SOLID CORE WOOD DOOR IN 2" x 5 -3/4 , 16 GAUGE HOLLOW METAL DOOR FRAME L *1 PATCH EXISTING FINISHES DAMAGED BY THE WORK AND AS REQUIRED BY MODIFICATIONS TO EXISTING CONDITIONS FOR A SMOOTH FINISH. PAINT ENTIRE PLANE ON WHICH ANY PATCHING WORK IS DONE. *2 INTERIOR FINISHES (PER NFPA 101 LIFE SAFETY CODE, 2000 EDITION, SECTIONS 39,3.3, 40.3.3 AND 41.3.3): BUSINESS: INTERIOR WALL AND CEILING FINISHES; CLASS B MINIMUM IN EXITS AND ENCLOSED CORRIDORS FURNISHING ACCESS TO EXITS; CLASS C MINIMUM IN OFFICE AREAS. INTERIOR FLOOR FINISH; NO REQUIREMENTS. *3 PROVIDE NEW 4" HIGH COVED VINYL BASE. COLOR TO BE SELECTED BY OWNER. *4 PROVIDE NEW WOOD BASE, FEDERAL MILLWORK MODEL NO. 231, OR APPROVED EQUAL. *5 PROVIDE NEW WOOD CHAIR RAIL, FEDERAL MILLWORK MODEL NO. 608, OR APPROVED EQUAL. TOP AT FLOOR. MITER ENDS ABUTTING DOOR FRAMES. *6 CERAMIC TILE TO BE SELECTED BY OWNER AND PURCHASED AND INSTALLED BY CONTRACTOR. *7 AT NEW WALLS: PLASTER SKIM COAT TO MATCH EXISTING ON 1/2" DUROCK BRAND CEMENT PANEL. *8 NEW LAY -IN ACOUSTIC CEILING TILES IN SUSPENDED CEILING GRID. *9 VCT FLOORING TO BE SELECTED BY OWNER AND PURCHASED AND INSTALLED BY CONTRACTOR. *10 CARPET TO BE SELECTED BY OWNER AND PURCHASED AND INSTALLED BY CONTRACTOR. ABBREVIATIONS: EXG VCT ACT CT EXISTING VINYL COMPOSITION TILE LAY -IN ACOUSTIC CEILING TILES IN SUSPENDED CEILING GRID CERAMIC TILE *3 45 MINUTE "C" LABEL HOLLOW METAL DOOR AND FRAME. *4 PROVIDE 2 WIDE x WIDTH OF DOOR FRAME ADA COMPLIANT MARBLE THRESHOLD. *5 20 MINUTE LABEL WOOD DOOR AND HOLLOW METAL FRAME. *6 PROVIDE DOOR CLOSER. ABBREVIATIONS: HM HOLLOW METAL FWSC FLUSF; WOOD SOLID CORE DOOR, PAINT GRADE ±34 -1/2" ABOVE FINISH *1 FINISH HARDWARE TO BE SELECTED BY OWNER. *2 PATCH EXISTING GPDW /PIASTER WALL FINISHES AT MODIFIED DOOR OPENING TO MATCH AND FLUSH ADJACENT AS REQUIRED BY THE WORK. APPROVE 10 M A: f7- .�_)f'tJ)E COUNTY F1I DEPARTMENT SLOG. PEA MIT FIRE AL/lyM FIRE SUPPRESSION WATER MAIN EXT. DATE: / d D SY: � �v / _:esa PLASTER SKIM COAT ON 1/2" DUROCK BRAND CEMENT PANEL EXISTING PLASTER WALL FINISH ON BLOCK TO REMAIN. PROTECT. PATCH AS REQUIRED TO MATCH AND FLUSH EXISTING ADJACENT 3' -0" x 6' -8" x 1 -3/4" FLUSH SOLID CORE WOOD DOOR 2" x 5 -3/4 ", 16 GAUGE HOLLOW METAL DOOR FRAME ±4" x 4" CERAMIC WALL TILE ON THINSET ON EXISTING PLASTER ON BLOCK TO ±48" ABOVE FINISH FLOOR. TILE TO BE SELECTED BY OWNER ±4" x 4" CERAMIC WALL TILE ON THINSET ON 1/2" DUROCK BRAND CEMENT PANEL. TILE TO BE SELECTED BY OWNER ±1" x 1" FLOOR TILE TO BE SELECTED BY A OWNER rl • • R tu" F-- Q O U JOB NO.: DATE: DRAWN BY: APPROVED: 03 -07 8/31/04 CDM CDM =VISIO \S SHEET OF 9 A-4 5' WHEELCHAIR TURNAROUND CONCRETE LANDING, SLOPE TO DRAIN (2 TOTAL) 4" WIDE OPENING IN BRICK CURB FOR DRAINAGE TYPICAL 1 -1/2" DIA. ALUMINUM HANDRAIL /GUARDRAIL. TOP OF RAIL AT 36" ABOVE FINISH FLOOR TYPICAL 1 -1/2" DIA. ALUMINUM HANDRAIL /GUARDRAIL. TYPICAL BRICK CURB, SEE DETAILS EXISTING SOD. PROTECT BRICK PAVERS LANDING TO MATCH, FLUSH AND ALIGN WITH EXISTING ADJACENT (BRICK PAVERS WALKWAY) ON 4" THICK CONCRETE SLAB WITH 6" x 6" W1.4 -W1.4 WWF ON WELL COMPACTED FILL BRICK PAVERS LANDING TO MATCH, FLUSH AND ALIGN WITH EXISTING ADJACENT ON 4" THICK CONCRETE SLAB ON WELL COMPACTED FILL. SEE DETAIL 2/A7 EXISTING BRICK ON CONCRETE SLAB STEPS TO REMAIN. PROTECT. SEE DRAWING A -1, DEMOLITION PLAN, FOR SECTION OF BRICK STEPS TO BE REMOVED EXISTING BRICK PAVERS WALKWAY ON CONCRETE SLAB ON GRADE TO REMAIN. PROTECT EXISTING SOD. PROTECT 1 -1/2" DIA. ALUMINUM WALL MOUNTED HANDRAIL. TOP OF RAIL AT 36" ABOVE FINISH FLOOR RAMP PLAN SCALE: 1/2 = 1 -0" co 0 8 -5/8" 7 -7/8" 1 -1/2" 1 3 -8 7/8" - 6 -1/4" 5' -O 1/8" 4 -9 5/8" O CC CO CD >< w U O U U CC CO ±1 -3 5/8" ±8 -5/8" j 0 -3/8' 5 -0 1/8" 2 -1/4" 7 -7/8" I 6 -1/4" 1 1/2' 0 - H ±4 -2" c o (A5) N N W CL 0 4' -6 1 /2 " 3' -8 1/2" !// 1- 1/2" -- U Z O U w Z U z cD ±3 -11 1/2" ( A 1 5 ±2' -0 r SLOPE ±1 -1/8" ±13 -11 1/8" ±4 -2" DN ( +8' -8" 4" 1 1_ 0 " EXAV EXA EXAV 0 NEW BRICK EX;G BRICK v ±4 -2 1/2" (U +5-1/2" U CC CO If U m w SLOPE ±3/8" (EXG) TYPICAL 1 -1/2" DIA. ALUMINUM WALL MOUNTED HANDRAIL 5' WHEELCHAIR TURNAROUND EXISTING BRICK PAVERS LANDING ON CONCRETE SLAB ON FILL TO REMAIN. PROTECT 1 -1/2" DIA. WALL MOUNTED ALUMINUM HANDRAIL. TOP OF RAIL AT 36" ABOVE FINISH FLOOR TYPICAL WALL MOUNTING BRACKET EXISTING BRICK LANDING /STEPS. PROTECT d9h PROVIDE ENGINEERED SHOP DRAWINGS FOR REVIEW 11 11 11 11 II 12" 12" 1 11 11 11 11 11 11 11 11 11 11 LCALE: 1/2" = 1' -0" WALL MOUNTED HANDRAIL \ A5/ SCALE: 1/2" = 1' -0" 4 " 4" / RAIL MOUNTED HANDRAIL `ICI! FOLLOWING LIFE SAFETY FEATURES 6 PPCVl EO AT TIME OF OCCUPAN( pc- ER © `r-' - EXISTING PCRT10t`IS OF 3U1LDINGS SHALL COMPLY ', *iITH THE PROVISIONS CF EXISTING OCCUPANCIES, A St T FORTH IN THE FLORIDA FIRE PREVENTION CODE, FIRE SUPPRESSION r:at; /0 12" 2 d - N 0 0 NOTE: PROVIDE ENGINEERED SHOP DRAWINGS FOR REVIEW EXISTING BRICK LANDING /STEPS. PROTECT \-" TYPICAL 1 -1/2" DIA. FLOOR MOUNTED ALUMINUM HANDRAIL /GUARDRAIL. TOP OF RAIL AT 36" ABOVE FINISH FLOOR !: MIAMI -DADS COUNTY FIRE DEPARTNIEN�r APPROVE BLDG. PERM1 _ FIRE Alf`;` +______.._ WA1EA MAIN EXT._ _ w JOB NO.: 03 -07 DATE: 8/31/04 DRAWN BY: COM APPROVED: CDM R EV SIO \ S SHEET OF 9 A-5 TYPICAL 8" THICK CONCRETE FOUNDATION WALL WITH #5 AT 12" o.c. VERTICAL AND #5 AT 8" o.c. HORIZONTAL. SEE DETAILS 1/A7, 2/A7 AND 1/A8 4" THICK CONCRETE SLAB WITH 6" x 6" W1.4 -W1.4 WWF ON WELL COMPACTED /TREATED FILL TYPICAL (WF -2012) 20" WIDE x 12" DEEP CONCRETE WALL FOOTING WITH 2 - #5 CONT. ON WELL COMPACTED/ TREATED FILL OR NATURAL BEDROCK 4" THICK CONCRETE SLAB WITH 6" x 6" W1.4 -W1.4 WWF ON WELL COMPACTED /TREATED FILL TYPICAL (WF -1612) 16" WIDE x 12" DEEP CONCRETE WALL FOOTING WITH 2 - #5 CONT. ON WELL COMPACTED/ TREATED FILL OR NATURAL BEDROCK 4" THICK CONCRETE SLAB WITH 6" x 6" W1.4 -W1.4 WWF ON WELL COMPACTED /TREATED FILL WITH 1 - #4 CONT. IN 8" x 8" THICKENED EDGE, TYPICAL 4 SIDES 4" THICK CONCRETE SLAB WITH 6" x 6" W1.4 -W1.4 WWF ON WELL COMPACTED /TREATED FILL EXISTING CONCRETE SLAB WALKWAY BASE RAMP FOUNDATION PLAN SCALE: 1/2" = 1' -O" 8" i U U 5 5' -0" J 0 O WF -2012 CN 0 0 S.J. C.J. S.J. 11 -0 J S.J. WF -2012 S.J. CJ Ln +I 4' -8" 2 A6 N +1 GO 0 r �J SLOPE ±1 -1/8" L DN ( EXG) ±7' -10 1/2 SLOPE ±3/8" (EXG) -r. J TYPICAL EXISTING CONCRETE WALL FOOTING, VERIFY TYPICAL EXISTING CMU FOUNDATION WALL 4" THICK CONCRETE SLAB WITH 6" x 6" W1.4 -W1.4 WWF ON WELL COMPACTED /TREATED FILL WITH 1 - #4 CONT. IN 8" x 8" THICKENED EDGE, TYPICAL 4 SIDES 1 - #4 CONT. IN 8" x 8" THICKENED EDGE EXISTING CONCRETE STEPS, PROTECT EXISTING CONCRETE SLAB LANDING, PROTECT 11 11 11 11 11 co N JL. II 1 1 NEW FOUNDATION WALL /EXISTING CONCRETE STEPS \ SCALE: 1 /2 " 0 CONCRETE LANDING SECTION CALE: 1/2" = 1 PATCH EXISTING PLASTER FINISH TO MATCH AND FLUSH EXISTING ADJACENT EXISTING 4" C "ABU. PROTECT CONT. J -BEAD, TYPICAL CONT. CAULK, TYPICAL 2" x 4 -1/2 ", 45 MINUTE, "C" LABEL, 16 GAUGE HOLLOW METAL DOOR FRAME SOLID GROUT FILL 45 MINUTE, "C" LABEL, HOLLOW METAL DOOR. SEE —.— DOOR SCHEDULE CONT. CAULK, TYPICAL NOTE: TYPICAL AT DOOR 1 ONLY 5/8" GPDW 111 1 II 11 11 II 11 11 11 11 -4 11 3 -5/8 ", 20 GAUGE STEEL STUDS AT 16" o.c. 11 C 3 HM DOOR JAMB DETAIL A6 SCALE: 3 " = - O " CERAMIC TILE ON THINSET TO ±48" ABOVE FINISH FLOOR ON 1/2" DUROCK BACKERBOARD. PLASTER SKIM COAT DUROCK FROM TOP OF CERAMIC TILE TO UNDERSIDE OF FINISH CEILING CONT. CAULK, TYPICAL (2) 3 -5/8 ", 20 GAUGE STEEL STUDS, TYPICAL EACH SIDE OF DOOR OPENING 20 MINUTE LABEL, 2" x 5 -3/4 ", 16 GAUGE HOLLOW METAL DOOR FRAME "Z" CLIP ANCHOR, MINIMUM 3 PER JAMB 20 MINUTE LABEL FLUSH SOLID CORE WOOD DOOR. SEE DOOR SCHEDULE 2" WIDE x WIDTH OF DOOR FRAME ADA COMPLIANT MARBLE THRESHOLD BELOW. SEE DOOR SCHEDULE CONT. CAULK, TYPICAL NOTE: TYPICAL AT DOOR 2 ONLY 4 HM DOOR JAMB DETAIL A6 SCALE: 3 " =1' -O" EXISTING STUCCO ON CMU. PROTECT BRICK SILL TO MATCH, FLUSH AND ALIGN WITH EXISTING ADJACENT NEW (OR REINSTALLED) BRICK VENEER TYPICAL 8" WIDE CONCRETE FOUNDATION WALL WITH #5 AT 12" o.c. VERTICAL AND #5 AT 8" o.c. HORIZONTAL. SEE DRAWING A -6, FOUNDATION PLAN TYPICAL BRICK PAVER EXISTING CONCRETE LANDING. PROTECT EXISTING CONCRETE STEPS. PROTECT EXISTING CONCRETE SLAB WALKWAY BASE TYPICAL (WF -2012) 20" WIDE x 12" DEEP CONCRETE WALL FOOTING WITH 2 - #5 CONT. ON WELL COMPACTED /TREATED FILL OR NATURAL BEDROCK. MATCH DEPTH OF EXISTING FOOTING. SEE DRAWING A -6, FOUNDATION PLAN EXISTING CMU WALL BRICK SILL TO MATCH, FLUSH AND ALIGN WITH EXISTING ADJACENT NEW (OR REINSTALLED) BRICK VENEER BRICK PAVERS TO MATCH, FLUSH AND ALIGN WITH EXISTING ADJACENT EXISTING BRICK PAVERS TO REMAIN. PROTECT. REMOVE PARTIAL BRICKS ADJACENT TO NEW BRICK PAVERS EXISTING CONCRETE LANDING 4" THICK CONCRETE SLAB WITH 6" x 6" W1.4 -W1.4 WWF WITH 1 - #4 CONT. IN 8" x 8" THICKENED EDGE, TYPICAL 4 SIDES WELL COMPACTED /TREATED FILL EXISTING CMU /CONCRETE FOUNDATION WALL EXISTING CONT. CONCRETE WALL FOOTING 0 P J LL w . cc t -j1 Q O ■ • ■ MUM ■ ■ ■ ■ ■ CO 00 0 zO J _ IL. v; U L f w z w O � U ~ rn � � w z F 4°°°° R 0 U 0 JOB NO DATE: DRAWN BY: APPROVED: 03 -07 8/31/04 CDM CDM EVISIO \S SHEET OF 9 A -6 TYPICAL WINDOW TYPICAL NEW 1 -1/2" DA. ALUMINUM HANDRAIL/ GUARDRAIL. TOP OF RAIL AT 36" ABOVE FINISH FLOOR BRICK CURB, TYPICAL BRICK VENEER AT FACE OF RAMP, TYPICAL FINISH GRADE, TYPICAL NO); PROVIDE ENGINEERED SHOP DRAWINGS OF ALUMINUM HANDRAILS /GUARDRAILS RAMP ELEVATION SCALE: 1/2" = 1' -0" TYPICAL EXISTING WINDOW 8" WIDE CONCRETE FOUNDATION WALL FINISH GRADE, TYPICAL #5 HOOKED BARS AT 12" o.c. TYPICAL NEW 1 -1/2" DIA. ALUMINUM HANDRAIL/ GUARDRAIL. TOP OF RAIL AT 36" ABOVE FINISH FLOOR 4" THICK CONCRETE SLAB WITH 6" x 6" W1.4 —W1.4 WWF ON WELL COMPACTED /TREATED FILL BRICK CURB (CONSISTING OF 3 -5/8" x 3 -5/8" x 7 -5/8" BRICKS), TYPICAL BRICK VENEER (CONSISTING OF 3 -5/8" x 2 -1/4" x 7 -5/8" BRICKS), TYPICAL #5 HORIZONTAL AT 8" o.c. 20" WIDE x 12" DEEP CONT. CONCRETE FOOTING WITH 2 — #5 CONT. (BOTTOM) ON WELL COMPACTED /TREATED FILL OR NATURAL BEDROCK BRICK CURB BEYOND RAMP SECTION (7) SCALE: 1/2" = 1' —O" TYPICAL NEW 1 -1/2" DIA. ALUMINUM HANDRAIL/ GUARDRAIL. TOP OF RAIL AT 36" ABOVE FINISH FLOOR 4" THICK CONCRETE SLAB WITH 6" x 6" W1.4 —W1.4 WWF ON WELL COMPACTED /TREATED FILL BRICK CURB (CONSISTING OF 3 -5/8" x 3 -5/8" x 7 -5/8" BRICKS), TYPICAL BRICK VENEER (CONSISTING OF 3 -5/8" x 2 -1/4" x 7 -5/8" BRICKS), TYPICAL #5 HORIZONTAL AT 8" o.c. 8" WIDE CONCRETE FOUNDATION WALL FINISH GRADE, TYPICAL #5 HOOKED BARS AT 12" o.c. 20" WIDE x 12" DEEP CONT. CONCRETE FOOTING WITH 2 — #5 CONT. (BOTTOM) ON WELL COMPACTED /TREATED FILL OR NATURAL BEDROCK RAMP SECTION KA SCALE: 1/2" = 1' -0" EXG BRICK VENEER EXG BRICK VENEER EXG BRICK VENEER NEW BRICK VENEER NEW BRICK VENEER • NEW BRICK VENEER 8" N " I�rI I ICI I[ 11111111111 FIXED GLAZING. PROTECT WOOD DOOR. PROTECT NEW 1 -1/2" DIA, ALUMINUM WALL MOUNTED HANDRAIL NEW 1 -1/2" DIA. ALUMINUM FLOOR MOUNTED HANDRAIL BRICK STEPS TO REMAIN. PROTECT. SEE DRAWING A -1, DEMOLITION PLAN, FOR SECTION OF BRICK STEPS TO BE REMOVED NOTE; PROVIDE ENGINEERED SHOP DRAWINGS OF ALUMINUM HANDRAILS /GUARDRAILS NEW 1 -1/2" DIA. ALUMINUM WALL MOUNTED HANDRAIL NEW 1 -1/2" DIA. ALUMINUM FLOOR MOUNTED HANDRAIL BRICK CURB BEYOND BRICK LANDING TO MATCH, FLUSH AND ALIGN WITH EXISTING ADJACENT BRICK WALKWAY 4" THICK CONCRETE SLAB WITH 6" x 6" W1.4 —W1.4 WWF ON WELL COMPACTED /TREATED FILL WITH 1 — #4 CONT. IN 8" x 8" THICKENED EDGE, TYPICAL 4 SIDES TOP OF CONCRETE SLAB BASE TO FLUSH TOP OF EXISTING ADJACENT CONCRETE SLAB WALKWAY BASE EXISTING BRICK WALKWAY ON CONCRETE SLAB BASE. PROTECT. SEE DRAWING A -1, DEMOLITION PLAN, FOR SECTION OF WALKWAY TO BE REMOVED APPR _.� h .�:� , ; MIAMI "DAI)E COUNTY i'iit C?' riU fMENT et :G. PERMIT __ FOE .RL AM FIRE SUPPRESSION WAT ER MAIN EXT. MINIMUM 8" THICKENED EDGE WITH 1 — #5 CONT. ON WELL COMPACTED /TREATED FILL BRICK LANDING TO MATCH, FLUSH AND ALIGN WITH EXISTING ADJACENT BRICK LANDING 4" THICK CONCRETE SLAB WITH 6" x 6" W1.4 —W1.4 WWF ON WELL COMPACTED /TREATED FILL BRICK CURB (CONSISTING OF 3 -5/8" x 3 - 5/8" x 7 -5/8" BRICKS), TYPICAL BRICK VENEER CONSISTING OF 3 -5/8" x 2 -1/4" x 7 -5/8" BRICKS), TYPICAL #5 HORIZONTAL AT 8" o.c. 8" WIDE CONCRETE FOUNDATION WALL FINISH GRADE, TYPICAL #5 HOOKED BARS AT 12" o.c. 20" WIDE x 12" DEEP CONT. CONCRETE FOOTING WITH 2 — #5 CONT. (BOTTOM) ON WELL COMPACTED /TREATED FILL OR NATURAL BEDROCK ci w 0 J M 0- CO Cr) Q ID 00 J CO J w J 0 J C O 0 I -- w LU 0 N Oo co O 0 0 ,, N O z CU J R F ro M 0 z � :c/ 00 c c= Q 7 7 z Cr: 0 w 2f Lill O � cry CD Li) D CD ; ;;;") 4 FEEM EV JOB NO.: DATE: DRAWN BY: APPROVED: 03 -07 8/31/04 CDM CDM SIO \S SHEET OF 9 A-7 BARREL TILE ROOFING CONT. COPPER FASCIA TYPICAL WINDOW TYPICAL STUCCO FINISH TYPICAL NEW 1 -1/2" DIA. ALUMINUM HANDRAIL/ GUARDRAIL. TOP OF RAIL AT 36" ABOVE FINISH FLOOR TYPICAL BRICK VENEER NEW ADA COMPLIANT CONCRETE /BRICK RAMP. SEE DETAILS FINISH GRADE N I L• PROVIDE ENGINEERED SHOP DRAWINGS FOR ALUMINUM HANDRAILS /GUARDRAILS TYPICAL 1 -1/2" DIA. FLOOR MOUNTED ALUMINUM GUARDRAIL. TOP OF RAIL AT 36" ABOVE FINISH FLOOR TYPICAL BRICK CURB TYPICAL BRICK VENEER TYPICAL 8" WIDE CONCRETE FOUNDATION WALL WITH #5 AT 12" o.c. VERTICAL AND #5 AT 8" o.c. HORIZONTAL. SEE DRAWING A -6, FOUNDATION PLAN TYPICAL (WF -2012) 20" WIDE x 12" DEEP CONCRETE WALL FOOTING WITH 2 - #5 CONT. ON WELL COMPACTED /TREATED FILL OR NATURAL BEDROCK. MATCH DEPTH OF EXISTING FOOTING. SEE DRAWING A -6, FOUNDATION PLAN RAMP SECTION KA8) SCALE: 1/2" = 1' -0" NORTH ELEVATION SCALE: 1/4" = 1' -0" UNDERSIDE OF EXISTING ROOF DECK. PROTECT NEW 1 HOUR FIRE -RATED PARTITION CONSISTING OF 2 -1/2 ", 20 GAUGE STEEL STUDS AT 24" o.c. WITH TOP AND BOTTOM RUNNER TRACKS, WITH 1 -1/2" THERMAFIBER SAFB INSULATION BETWEEN STUDS, WITH 1/2" SHEETROCK BRAND GYPSUM PANELS, FIRECODE "C" CORE, ON EACH SIDE, FROM TOP OF EXISTING 4" CMU PARTITION TO UNDERSIDE OF EXISTING ROOF DECK ABOVE. SEAL ALL JOINTS AND PENETRATIONS WITH AN INTUMESCENT SEALER. LATERALLY BRACE FRAMING AS REQUIRED. UL DESIGN U419 CONCRETE FILL OPEN BLOCK CELLS AS REQUIRED NEW LAY -IN SUSPENDED ACOUSTIC CEILING SYSTEM EXISTING 4" PARTITION BLOCK. PROTECT NEW WOOD BASE NEW CARPET FINISH FLOOR EXISTING CONCRETE FLOOR SLAB A SCALE: 1/2" = 1' -0" CORRIDOR TENANT SPACE 2 \ TYPICAL FIRE —RATED WALL SECTION i co 4" THICK CONCRETE SLAB WITH 6" x 6" W1.4 -W1.4 WWF ON WELL COMPACTED/ TREATED FILL BRICK SILL TO MATCH, FLUSH AND ALIGN WITH EXISTING ADJACENT EXISTING CMU NEW (OR REINSTALLED) BRICK VENEER APPLY TWO (2) COATS OF BITUMASTIC TO EXISTING CMU WALL FROM TOP OF BRICK VENEER ABOVE TO TOP OF CONCRETE FOOTING BELOW AT AREA OF NEW RAMP TYPICAL 8" WIDE CONCRETE FOUNDATION WALL WITH #5 AT 12" o.c. VERTICAL AND #5 AT 8" o.c. HORIZONTAL. SEE DRAWING A -6, FOUNDATION PLAN TYPICAL (WF -1612) 16" WIDE x 12" DEEP CONCRETE WALL FOOTING WITH 2 - #5 CONT. ON WELL COMPACTED /TREATED FILL OR NATURAL BEDROCK. MATCH DEPTH OF EXISTING FOOTING. SEE DRAWING A -6, FOUNDATION PLAN TYPICAL EXISTING CONT. CONCRETE WALL FOOTING 1 - #5 IN 8" x 8" CONCRETE THICKENED EDGE I FIXED GLAZING TO REMAIN. PROTECT WOOD DOOR. PROTECT NEW 1 -1/2" DIA. ALUMINUM WALL MOUNTED HANDRAIL NEW 1 -1/2" DIA. ALUMINUM FLOOR MOUNTED HANDRAIL BRICK STEPS TO REMAIN. PROTECT. SEE DRAWING A -1, DEMOLITION PLAN, FOR SECTION OF BRICK STEPS TO BE REMOVED ■ • • MEL ■ ■ ■ ■ ■ U JOB NO.: DATE DRAWN BY APPROVED: D3 -07 8/31/04 CDM CDM RFVISIO \ S A PERMITTING 11/1/04 ARC 8. BARRIERS: THCT SECTION 1.0100 - GENERAL NOTES 11. DO NOT SCALE THE DRAWINGS. SECTION 1.0101 - SCOPE OF WORK SECTION 1.0102 - SPECIAL CONDITIONS SECTION 3.0100 - CONCRETE RA SPI-C THE WORK INCLUDES BUT IS NOT LIMITED TO: SECTION 1.0103 - SUMMARY OF THE WORK P CAT 0 \S 1. THESE DESIGNS AND DRAWINGS ARE "COPYRIGHT 2003 BY CHARLES D. MEDEIROS ARCHITECT" AND MAY NOT BE USED OR REPRODUCED EXCEPT WITH SPECIFIC WRITTEN CONSENT OF THE ARCHITECT. 2. THE AIA GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, DOCUMENT A201, CURRENT EDITION, SHALL BE MADE A PART OF THIS CONTRACT AS IF WRITTEN IN FULL HEREIN AND SHALL APPLY TO ALL WORK. 3. ALL WORK TO BE PERFORMED BY THE GENERAL CONTRACTOR AND ANY SUB - CONTRACTORS SHALL COMPLY WITH THESE PLANS. THESE PLANS WERE PREPARED AS PER FLORIDA BUILDING CODE, 2001 EDITION REQUIREMENTS, ALL LOCAL ZONING ORDINANCES AND ALL STATE AND NATIONAL CODES WHICH ARE APPLICABLE TO THIS STRUCTURE. 4. THE GENERAL CONTRACTOR AND ALL SUB - CONTRACTORS (SUBS) SHALL FIELD CHECK AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO SUBMITTING A BID. THE CONTRACTOR MUST NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND BETWEEN ACTUAL CONDITIONS AND THE DRAWINGS. ALL INFORMATION ON THE CONTRACT DOCUMENTS WHICH IS EXISTING SHALL BE VIEWED AS SCHEMATIC DATA AND SHALL BE FILED VERIFIED. NO EXTRA PAYMENT WILL BE GIVEN FOR CONDITIONS THAT ARE NOT BROUGHT TO THE ATTENTION OF THE ARCHITECT OR OWNER BEFORE SIGNING OF THE CONTRACT. 5. ANY CHANGES MADE BY THE CONTRACTOR WHICH DEVIATE FROM THE DRAWINGS MUST BE REPORTED TO THE ARCHITECT IN WRITTEN FORM. FOR ANY SUCH CHANGES WHICH REQUIRE THE CONSTRUCTION DOCUMENTS TO BE CHANGED THE ARCHITECT WILL BE REIMBURSED FOR HIS TIME. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS WHICH ARE NOT REPORTED TO HIM. 6. THE ARCHITECT DOES NOT HAVE CONTROL OF AND SHALL NOT BE HELD RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEEDURES; SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK; ACTS OR OMISSIONS OF THE CONTRACTOR, SUB - CONTRACTORS OR ANY OTHER PERSON PERFORMING ANY OF THE WORK; OR FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH CONTRACT DOCUMENTS. 7. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT EXCEPT WHERE A DETAIL IS SHOWN OR A NOTE IS ON THE DRAWINGS. 8. ALL SPECIFIED ITEMS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS AND RECOMMENDATIONS OR THESE DOCUMENTS, WHICHEVER IS MORE RESTRICTIVE. 9. THE CONTRACTOR SHALL SUBMIT FOUR (4) SETS OF SHOP DRAWINGS FOR ITEMS CALLED FOR IN THE CONSTRUCTION DOCUMENTS (ONE SET IS TO BE RETAINED BY THE ARCHITECT). THE ARCHITECT SHALL REVIEW AND TAKE APPROPRIATE ACTION UPON THE CONTRACTOR'S SUBMITTAL, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. 10. IT IS THE INTENT OF THESE DOCUMENTS TO PRODUCE A COMPLETE AND FINISHED PROJECT. ANY ITEMS REQUIRED TO COMPLETE THE PROJECT NOT SPECIFICALLY INDICATED, BUT GENERALLY UNDERSTOOD TO BE REQUIRED TO COMPLETE THE JOB SHALL BE PART OF THE CONSTRUCTION DOCUMENTS. 12, CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, PAY ALL FEES AS REQUIRED BY GOVERNING BODIES HAVING JURISDICTION, AND CARRY INSURANCE AS REQUIRED BY LAW. EACH CONTRACTOR, SUB - CONTRACTOR OR PARTY ENGAGED ON THE PROJECT SHALL CARRY WORKMEN'S COMPENSATION INSURANCE IN STATUTORY AMOUNTS; LIABILITY, BODILY INJURY, AUTOMOBILE, AND OTHER INSURANCE IN AMOUNTS AND FOR PERIODS SATISFACTORY TO THE GENERAL CONTRACTOR. CERTIFICATES OF INSURANCE SHALL BE SUBMITTED BEFORE COMMENCING THE WORK. FIRE INSURANCE WILL BE CARRIED BY THE OWNER. TO THE FULLEST EXTENT PERMITTED BY LAW, CONTRACTORS, SUB - CONTRACTORS AND PARTIES ENGAGED IN PORTIONS OF THE WORK SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND THE ARCHITECT AND HIS CONSULTING ENGINEERS AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSS (INCLUDING DEATH) AND EXPENSES, INCLUDING, BUT NOT LIMITED TO ATTORNEY'S FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK. 13. SUB - CONTRACTORS SHALL COORDINATE THEIR WORK WITH OTHER TRADES ON THE JOB -SITE AND CLEAN UP AT THE END OF EACH PHASE OR DAY. 14. CONTRACTOR SHALL PROTECT THE EXISTING BUILDING AND ADJACENT PROPERTY FROM DAMAGE AND BE LIABLE FOR SAME. ALL DEBRIS AND RUBBISH SHALL BE REMOVED FROM THE JOB -SITE AND THE PROPERTY TURNED OVER TO THE OWNER IN A BROOM CLEAN CONDITION. 15. PROVIDE ONE (1) YEAR GUARANTEE ON ALL WORK FROM DATE OF FINAL ACCEPTANCE OF THE WORK BY THE OWNER AND THE ARCHITECT, EXCEPT WHERE AN ITEM HAS A MORE STRINGENT GUARANTEE. 16. ARCHITECTURAL DRAWINGS ARE TO BE WORKED IN CONJUNCTION WITH HVAC, PLUMBING AND ELECTRICAL DRAWINGS. 17. COMMENCEMENT AND COMPLETION TIMES: A. WORK SHALL COMMENCE AT A DATE MUTUALLY AGREEABLE TO OWNER AND CONTRACTOR. B. CONTRACTOR TO SUBMIT CONSTRUCTION SCHEDULE AND COMPLETION DATE TO OWNER FOR REVIEW. 18. THE CONTRACTOR OR HIS DEDICATED PROJECT FOREMAN SHALL BE PRESENT ON THE JOB -SITE AT ALL TIMES WHEN ANY PROJECT WORK IS ONGOING. 19. THE OWNER RESERVES THE RIGHT TO REJECT ANY AND ALL BIDS. A. A ±66 SF REMODELING OF EXISTING CORRIDOR BATHROOMS INTO A SINGLE ADA COMPLIANT UNISEX BATHROOM, REFINISH EXISTING CORRIDORS 1 AND 2 INCLUDING A NEW SUSPENDED ACOUSTIC CEILING SYSTEM, A NEW EXTERIOR ADA COMPLIANT RAMP, MODIFICATIONS TO THE EXISTING MECHANICAL AND ELECTRICAL SYSTEMS AND RELATED WORK. 1. ASBESTOS PROHIBITION: PRODUCTS CONTAINING ASBESTOS ARE PROHIBITED FROM USE ON THIS PROJECT. 2. CONTRACTOR SHALL HAVE CELLULAR COMMUNICATION CAPABILITY AT THE PROJECT SITE WHENEVER ANY WORK IS ONGOING. 3. CONTRACTOR MAY USE EXISTING POWER AND WATER FOR CONSTRUCTION PURPOSES. 4. CONTRACTOR SHALL PROVIDE A PORTABLE TOILET FOR CONSTRUCTION PERSONNEL. 5. CONTRACTOR SITE ACCESS AND STAGING AREA(S) PER OWNER'S INSTRUCTIONS. 6. THE OWNER SHALL REVIEW THE SEQUENCE OF CONSTRUCTION. 7. SALVAGED ITEMS: A. PRIOR TO THE START OF THE WORK THE CONTRACTOR SHALL CAREFULLY REMOVE, TRANSPORT AND STORE ON -SITE (FOR REUSE) IN A LOCATION DESIGNATED BY THE OWNER, THOSE ITEMS AS SELECTED BY THE OWNER. A. FURNISH, INSTALL AND MAINTAIN SUITABLE BARRIERS AS REQUIRED TO PREVENT PUBLIC ACCESS TO THE WORK AND CONSTRUCTION STAGING AREAS AND TO PROTECT EXISTING FACILITIES AND SITE IMPROVEMENTS FROM DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES. REMOVE BARRIERS WHEN NO LONGER NEEDED AND AT PROJECT COMPLETION. OWNER'S USE OF PREMISES: THE BUILDING SHALL REMAIN IN FULL USE THROUGHOUT THE PERIOD OF CONSTRUCTION. A. CONTRACTOR SHALL CONDUCT THE WORK SO AS TO INSURE THE LEAST INCONVENIENCE TO THE OWNER AND THE PUBLIC. B. NOTIFY OWNER AT LEAST 48 HOURS IN ADVANCE OF AND SECURE OWNER'S APPROVAL FOR UTILITY OUTAGES REQUIRED TO PERFORM THE WORK. 2. SITE SECURITY: CONTRACTOR TO SECURE THE JOB -SITE AT THE END OF EACH WORK DAY. 3. CONTRACTOR SHALL PROTECT THE EXISTING BUILDING AND GROUNDS FROM DAMAGE CAUSED BY THE CONSTRUCTION PROCESS AND SHALL REPAIR ANY AND ALL SUCH DAMAGE. 1. CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (A.C.I. 318 -99) AND WITH "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" (A.C.I. 315 -99). 2. ALL CONCRETE WORK IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING" (ACI 301 -99). PRODUCTION OF CONCRETE, DELIVERY, PLACING AND CURING TO BE IN ACCORDANCE WITH HOT WEATHER CONCRETING" (A.C.I. 305R -99). 3. NO ADMIXTURES PERMITTED WITHOUT THE REVIEW OF ARCHITECT /ENGINEER. 4. FOR ALL CONCRETE TO BE PLACED IN SLABS (INCLUDING SLABS ON GRADE) AND WALL PANELS, IF APPLICABLE, THE SLUMP SHALL NOT EXCEED 4" AND 4,000 PSI CONCRETE SHALL BE USED. NO WAIVERS OF THIS REQUIREMENT SHALL BE CONSIDERED. SLUMP FOR OTHER CONCRETE SHALL NOT EXCEED 5 ". 5. ALL OTHER CONCRETE TO BE REGULAR WEIGHT WITH A DESIGN STRENGTH OF 3000 P.S.I. AT 28 DAYS (MINIMUM 5 BAGS OF CEMENT IN EACH CU. YD. OF CONCRETE.) 6. CONTRACTOR IS RESPONSIBLE FOR THE ADEQUACY OF FORMS AND SHORING AND FOR SAFE PRACTICE IN THEIR USE AND REMOVAL. CONTRACTOR SHALL DESIGN AND ERECT FORMWORK IN STRICT COMPLIANCE WITH ACI 347 R88. CONTRACTOR SHALL COORDINATE ALL OPENINGS AS REQUIRED FOR OTHER TRADES. THE SPECIFIC DIMENSIONS AND LOCATIONS SHALL BE FURNISHED OR CONFIRMED BY THE TRADE REQUIRING THE OPENING. FORMWORK TO REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED ENOUGH STRENGTH TO SUPPORT ALL DEAD LOADS PLUS A MINIMUM OF 50 PSF OF ADDITIONAL CONSTRUCTION LOAD. 7. PLACING OF CONCRETE IN ALL REINFORCED COLUMNS AND WALLS SHALL BE IN EQUAL LIFTS NOT EXCEEDING 7' -6" IN HEIGHT. CONCRETE SHALL BE PLACED THROUGH "ELEPHANT TRUNK TUBULAR CHUTES LOCATED SUCH THAT THE FREE AIR DROP OF THE MIX DOES NOT EXCEED ONE FOOT. SECTION 5.0103 - REINFORCING STEEL TO BE NEW BILLET STEEL CONFORMING TO THE LATEST A.S.T.M. A615 GRADE 60 SPECIFICATIONS, FABRICATED IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE OF THE C.R,S.I. AND PLACED IN ACCORDANCE WITH A.C.I. 315 AND A.C.I. MANUAL OF STANDARD PRACTICE. 2. ALL DOWELS FOR COLUMNS AND WALLS TO BE SECURED IN POSITION PRIOR TO CONCRETING. DRILLING OR PUSHING THE DOWELS INTO POSITION IN WET CONCRETE IS NOT PERMITTED. 3. CONCRETE COVER UNLESS OTHERWISE DETAILED ON DRAWINGS: FOOTINGS 3 ", COLUMNS 1 -1/2" TO TIES, BEAMS 1-1/2" TO STIRRUPS, INTERIOR SLABS 3/4 ", EXPOSED SLABS 1-1/2", SLABS ON GRADE 1-1/2" MEASURED FROM TOP OF SLAB. 4, SLAB AND BEAM REINFORCEMENT: PLACED IN ACCORDANCE WITH REINFORCING DIAGRAMS, LAPPED 36 BAR DIAMETER OR MINIMUM 18 ". BOTTOM BARS SPLICED ONLY AT SUPPORTS, TOP BARS SPLICED ONLY AT MID -SPAN. ALL TOP BARS HOOKED AT NON- CONTINUOUS EDGES (U.O.N.). ALL HOOKS TO BE STANDARD 90 DEGREE OR 180 DEGREE HOOKS AS REQUIRED (U.O.N.) SECTION 5.0116 - FASTENERS 1. CONTRACTOR SHALL FURNISH AND INSTALL ANCHORS, ANCHOR BOLTS, WEDGE ANCHOR BOLTS, NUTS, PLATES AND OTHER CONNECTIONS SHOWN OR REQUIRED TO COMPLETE THE WORK. 2. PROVIDE ANY FASTENERS TO OTHER TRADES FOR INSTALLATION WHERE SUCH ITEMS ARE NOT SPECIFICALLY PROVIDED UNDER THE RESPECTIVE SECTION. 3. ALL NAILS, ANCHORS, ANCHOR BOLTS, NUTS AND OTHER CONNECTIONS TO BE GALVANIZED. ANY CONNECTOR FABRICATED FOR THIS PROJECT SHALL BE HOT- DIPPED GALVANIZED AFTER FABRICATION. SECTION 6.0200 - CARPENTRY 1. ROUGH FRAMING MEMBERS, FURRING STRIPS, BLOCKING, ETC.: S4S STANDARD GRADE DOUGLAS FIR OR NO. 2 PINE. 2. PRESSURE TREATED LUMBER: USE WHERE IN CONTACT WITH MASONRY OR CONCRETE. 3. WOOD BLOCKING, GROUNDS, FURRING, NAILERS, SLEEPERS AND SUPPORT MEMBERS: SPECIES AND GRADE SUITABLE FOR STRAIGHT AND TRUE INSTALLATIONS. 4. ROUGH CARPENTRY AND FRAMING MEMBERS SHALL BE INSTALLED LEVEL, PLUMB AND TRUE WITH TIGHT, WELL NAILED JOINTS. A. SET HORIZONTAL OR SLOPED MEMBERS WITH CROWN UP. B. FRAME UP ALL CORNERS WITH 3 OR MORE STUDS. 5. COORDINATE WITH OTHER TRADES AND PROVIDE BLOCKING (INCLUDING BLOCKING FOR OWNER SUPPLIED ITEMS), BRACING, GROUNDS AND RELATED WORK AS REQUIRED. 6. INSTALL FINISH CARPENTRY ITEMS STRAIGHT, LEVEL AND PLUMB AND SECURED WITH FINISH NAILS OF PROPER SIZE TO HOLD MEMBERS FIRMLY IN PLACE WITHOUT SPLJTTING THE WOOD. 7. INSTALL FINISH HARDWARE AND ADJUST FOR SMOOTH EASY OPERATION. 8. PROVIDE FIRESTOPPING IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES TO LIMIT THE MAXIMUM DIMENSION OF ANY CONCEALED SPACE TO 8' -0 ". SECTION 6.0300 - ARCHITECTURAL WOOD WORK 1. THE WORK INCLUDES THE FURNISHING AND INSTALLATION OF WOOD TRIM, BASE, CHAIR RAIL, DOOR, ALL EXPOSED WOOD ITEMS AND ALL OTHER FRAMING NOT NOTED. 2. ALL WORK UNDER THIS SECTION SHALL BE OF THE FINEST QUALITY. JOINTS SHALL BE CLOSE AND SMOOTH. NAILING WHEN EXPOSED SHALL BE WITH FINISHING NAILS WITHOUT MARRING THE MATERIAL. ALL WORK SHALL BE SANDED AND SMOOTH. IN GENERAL, THE FINISH SHALL BE SUCH THAT THE WOOD CAN BE STAINED AND VARNISHED WITHOUT SHOWING ANY DEFECTS OF MATERIAL OR WORKMANSHIP. SECTION 7.0270 - FIRE STOPPING 1. THE WORK INCLUDES FIRE STOPPING OF PENETRATIONS THROUGH FIRE -RATED SYSTEMS. 2. SUBMITTALS: A. MANUFACTURER'S PRODUCT LITERATURE AND INSTALLATION INSTRUCTIONS. 1. PRODUCTS AND SYSTEMS FOR EACH TYPE OF PENETRATION SHALL BE UL CLASSIFIED, RATING AS REQUIRED FOR EACH TYPE OF SYSTEM. 3. INSTALLATION: A. INSTALLATION PER MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. SECTION 7.0900 - CAULKING AND SEALANTS 1. CAULK AND SEAL TO MAKE BUILDING WATERTIGHT, FILL JOINTS BETWEEN ABUTTING DISSIMILAR MATERIALS AND AS INDICATED ON THE DRAWINGS. 2. PREPARE JOINTS AND APPLY CAULKS AND SEALANTS IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 3. BUILD UP INTERIOR CAULK JOINTS IN SEVERAL APPLICATIONS AS DETERMINED BY JOINT SIZE TO MINIMIZE SHRINKAGE. 4. TOOL OFF JOINTS FLAT AND SMOOTH. 5. SUBMIT MANUFACTURER'S PRODUCT LITERATURE AND COLOR CHART FOR REVIEW. SECTION 8.0100 - HOLLOW METAL DOORS AND FRAMES 1. THE WORK INCLUDES THE INSTALLATION OF HOLLOW METAL DOOR AND FRAMES COMPLETE. 2. MANUFACTURER: A. INTERIOR DOOR AND FRAMES: SUBMIT MANUFACTURER'S PRODUCT LITERATURE FOR REVIEW. 3. SUBMITTALS: A. SHOP DRAWINGS. B. MANUFACTURER'S PRODUCT LITERATURE AND INSTALLATION INSTRUCTIONS. 4. PRODUCTS: A. SEE DRAWING A -4, DOOR SCHEDULE, FOR DOOR AND FRAMES TYPE, SIZE AND FIRE - RATING. 5. INSTALLATION: A. INSTALLATION PER MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. SECTION 8.0400 - ALUMINUM HANDRAILS AND GUARDRAILS 1. THE WORK INCLUDES THE INSTALLATION OF ALUMINUM HANDRAILS AND GUARDRAILS COMPLETE. 2. MANUFACTURER: A. SUBMIT MANUFACTURER'S PRODUCT LITERATURE FOR REVIEW. 3. SUBMITTALS: A. ENGINEERED SHOP DRAWINGS. B. MANUFACTURER'S PRODUCT LITERATURE AND INSTALLATION INSTRUCTIONS. 4. PRODUCTS: A. SEE DRAWINGS FOR ALUMINUM HANDRAILS AND GUARDRAILS SIZES AND SHAPES. 5. INSTALLATION: A. INSTALLATION PER MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. SECTION 8.0110 - FINISH HARDWARE 1. DOOR HARDWARE TO BE SELECTED BY OWNER AND PURCHASED AND INSTALLED BY CONTRACTOR. 2. DOOR HARDWARE TO MATCH EXISTING BUILDING STANDARD. 3. PROVIDE TEMPLATES FOR OTHER TRADES. 4. SUBMIT SHOP DRAWINGS FOR REVIEW. SECT 1. ON 9.0104 - METAL STUD PARTITIONS AND GYPSUM DRYWALL THE WORK INCLUDES GYPSUM DRYWALL WORK COMPLETE. A. B. MANUFACTURER: UNITED STATES GYPSUM COMPANY, EXCEPT AS NOTED. SUBMITTALS: MANUFACTURER'S PRODUCT LITERATURE. • C. GYPSUM DRYWALL: 1. TYPICAL "DRYWALL - STEEL FRAMED SYSTEMS" ASSEMBLY CONSISTING OF A ONE (1) HOUR FIRE -RATED PARTITION WITH 2 -1/2 ", 20 GAUGE STEEL STUDS AT 24" o.c. WITH TOP AND BOTTOM RUNNER TRACKS, WITH 1/2" SHEETROCK BRAND GYPSUM PANELS, FIRECODE "C" CORE, ON EACH SIDE, FROM TOP OF EXISTING 4" CMU PARTITION TO UNDERSIDE OF EXISTING ROOF DECK ABOVE. SEAL ALL JOINTS AND PENETRATIONS WITH AN INTUMESCENT SEALER. LATERALLY BRACE FRAMING AS REQUIRED. CONCRETE FILL TOP OPEN BLOCK CELLS AS REQUIRED. UL DESIGN U419. 2. TYPICAL "CEMENT BOARD SYSTEMS" ASSEMBLY CONSISTING OF A ONE (1) HOUR FIRE - RATED PARTITION WITH 3 -5/8 ", 20 GAUGE STEEL STUDS AT 16" o.c., WITH TOP AND BOTTOM RUNNER TRACKS, WITH 5/8" SHEETROCK BRAND GYPSUM PANELS, FIRECODE "C" CORE, ON CORRIDOR 1 AND CLO 1 SIDE, WITH 1/2" DUROCK BRAND CEMENT PANEL ON 1/2" POLYSTYRENE INSULATION BOARD ON UNISEX BATH SIDE, AND WITH 3 THERMAFIBER SAFB INSULATION BETWEEN, TO UNDERSIDE OF EXISTING ROOF DECK ABOVE. SEAL ALL JOINTS AND PENETRATIONS WITH AN INTUMESCENT SEALER. LATERALLY BRACE FRAMING AS REQUIRED. INSTALL CERAMIC TILE ON THINSET ON UNISEX BATH SIDE TO ±48" ABOVE FINISH FLOOR WITH PLASTER SKIM COAT ABOVE TO FINISH CEILING. UL DESIGN U457. D. ACCESSORIES: INSTALL A. B. C. D. E. F. 1. PROVIDE ALL SCREWS, TRIM, REINFORCING TAPE AND JOINT COMPOUND, ETC., FOR A COMPLETE SYSTEM IN COMPLIANCE WITH UL TEST NUMBER. E. INSTALLATION OF GYPSUM DRYWALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. 1. PRIOR TO INSTALLATION OF GYPSUM PANELS, CHECK ALIGNMENT OF FRAMING AND FURRING MEMBERS AND VERIFY ALL REQUIRED WOOD BLOCKING HAS BEEN INSTALLED. IF ANY CONDITIONS ARE ENCOUNTERED WHICH WILL DETRACT FROM A QUALITY JOB NOTIFY ARCHITECT AND AWAIT HIS INSTRUCTIONS BEFORE PROCEEDING WITH THE WORK. START OF WORK SHALL INDICATE ACCEPTANCE OF FRAMING AND FURRING AS SUITABLE FOR A PERFECT DRYWALL JOB. 2. SEAL ALL RAW CUT EDGES, JOINTS AND NAILHEADS WITH EDGE COMPOUND. 3. INSTALLATION PER MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. SECTION 9.0105 - ACOUSTIC CEILING TILES AND SUSPENDED CEILING GRID NEW LAY -IN ACOUSTIC CEILING TILES AND SUSPENDED CEILING GRID COMPLETE. MANUFACTURER: UNITED STATES GYPSUM COMPANY (SPECIFIED HEREIN), OR APPROVED EQUAL. SUBMITTALS: MANUFACTURER'S PRODUCT LITERATURE AND INSTALLATION INSTRUCTIONS, LAY -IN ACOUSTIC CEILING PANELS: USG "ASTRO CLIMAPLUS (SLT) ", SIZES 2' x 2' x 5/8 ", COLOR AS SELECTED BY OWNER, OR APPROVED EQUAL. SUSPENSION SYSTEM: DONN BRAND MODEL "DX ", 15/16" EXPOSED GRID SYSTEM, COLOR AS SELECTED BY OWNER. ACCESSORIES: 1. PROVIDE ALL ACCESSORIES AS REQUIRED FOR A COMPLETE SYSTEM. INSTALLATION PER MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. SECTION 9.0106 - CERAMIC TILE INSTALL NEW CERAMIC WALL AND FLOOR TILE SELECTED BY OWNER. A. SPECIAL SHAPES, TRANSITIONAL MEMBERS, EXTERNAL RADIUS CORNERS AND OTHER SPECIAL SHAPES SHOWN OR REQUIRED TO FORM CORNERS, EDGES OR OTHER SURFACES TO BE PROVIDED IN SAME MODULAR SIZES AND COLORS AS FACE TILE. 2. SETTING MATERIALS AND INSTALLATION INSTRUCTIONS: A. WALLS AND FLOOR: PER APPLICABLE TILE COUNCIL OF AMERICA METHOD. B. GROUTING MATERIALS: LATEX- PORTLAND CEMENT GROUT, COLORS AS SELECTED BY OWNER. 3. EXAMINE SURFACES TO RECEIVE TILE. NOTIFY ARCHITECT IN WRITING OF ANY CONDITIONS DETRIMENTAL TO A FIRST QUALITY TILE JOB AND AWAIT CORRECTIVE MEASURES BEFORE BEGINNING WORK. START OF TILE WORK SHALL INDICATE THAT SURFACES ARE SUITABLE FOR A FIRST QUALITY TILE JOB. 4. DETERMINE LAYOUTS FOR OWNER'S SELECTED TILE PATTERNS FOR ALL SURFACES INDICATED ON THE DRAWINGS AND NOTIFY ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO BEGINNING WORK. 5. THOROUGHLY CLEAN TILE SURFACES OF ALL GROUT RESIDUE. 6. INSTALLATION PER MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. SECTION 9.0107 - BRICK 1. THE WORK INCLUDES THE INSTALLATION OF BRICK VENEER AND BRICK CURBS. 2. MANUFACTURER: A. SUBMIT MANUFACTURER'S PRODUCT LITERATURE FOR REVIEW. 3. SUBMITTALS: A. SHOP DRAWINGS. B. MANUFACTURER'S PRODUCT LITERATURE AND INSTALLATION INSTRUCTIONS. 4. PRODUCTS: A. SEE DRAWINGS FOR BRICK VENEER AND BRICK CURBS. 5. INSTALLATION: A. INSTALLATION PER MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. B. INSTALLATION TO COMPLY WITH "BRICK INSTITUTE OF AMERICA" STANDARDS. C. INSTALLATION TO COMPLY WITH FLORIDA BUILDING CODE SECTION 1403. SECTION 9.0112 - PAINTING THE WORK INCLUDES BUT IS NOT LIMITED TO THE PAINTING OF: A. PAINT NEW WORK, B. PAINT EXISTING FINISHES THAT HAVE BEEN REPAIRED AND /OR PATCHED. WHERE AN EXISTING FINISH HAS BEEN PATCHED, THE CONTRACTOR SHALL PAINT THE ENTIRE PLANE ON WHICH THAT PATCH OCCURS. 2. USE THE BEST QUALITY PRODUCTS IN COLORS AS SELECTED BY OWNER AND ARCHITECT FROM THE FOLLOWING MANUFACTURER'S: A. B. C. BENJAMIN MOORE. DULUX PAINTS. SHERWINN - WILLIAMS. 3. INSPECT SURFACES TO RECEIVE PAINT AND NOTIFY ARCHITECT IN WRITING OF DEFECTS WHICH CANNOT BE REMEDIED BY PROCEDURES SPECIFIED IN THIS SECTION. COMMENCING PAINTING OPERATIONS ON A UNIT OF WORK CONSTITUTES ACCEPTANCE OF SURFACES AND INVALIDATES FURTHER CLAIMS BY THE CONTRACTOR. 4. PREPARATION OF SURFACES: A. REMOVE GREASE, DIRT AND OTHER FOREIGN MATERIALS FROM ALL SURFACES PRIOR TO PAINTING. 1. REMOVE MILL SLICK FROM GALVANIZED METAL. B. REMOVE EXPOSED NAILS, SCREWS, OTHER METAL FASTENINGS, ETC., WHICH PROTRUDE FROM AREAS TO BE PAINTED AND FILL IN HOLES. C. GYPSUM DRYWWALL: FILL SURFACE DEPRESSIONS AND IRREGULARITIES. REMOVE FINS AND PROJECTIONS AND LOOSE OR FOREIGN MATERIALS. PREPARATIONS SHALL PRODUCE SURFACES OF UNIFORM TEXTURE. D. FILL NAIL HOLES, CRACKS AND DEPRESSIONS IN WOOD SURFACES. E. SAND SURFACES NORMALLY SMOOTH PRIOR TO APPLICATION OF PAINT MATERIALS AND BETWEEN COATS OF PAINT. INTERPRET THE TERM "SMOOTH" TO MEAN FREE FROM ROUGHNESS, RIDGES AND PROJECTIONS ON THE SURFACE. F. PREPARATION NOT COMPLETE OR OVERLOOKED PRIOR TO THE FIRST COAT OF PAINT SHALL BE ACCOMPLISHED BETWEEN COATS OF PAINT, REGARDLESS OF APPROVAL ON ORIGINAL PREPARATION. G. REMOVE HARDWARE AND ELECTRIC TRIM PRIOR TO PAINTING AND REINSTALL AFTER PAINTING IS FINISHED. 5. SCHEDULE OF FINISHES (ALL REQUIRED PAINTING SHALL BE DONE WHETHER OR NOT SPECIFICALLY INCLUDED IN THIS SCHEDULE): A. DRYWALL AND GYPSUM PLASTER SURFACES: 1. 1 COAT APPROVED PRIMER. 2. 2 COATS APPROVED LATEX. B. WOOD DOORS, TRIM AND MILLWORK: 1. 1 COAT APPROVED PRIMER. 2. 2 COATS APPROVED ENAMEL. C. STUCCO: 1. 1 COAT APPROVED LATEX AS PRIME COAT. 2. 1 COAT APPROVED LATEX. D. EXTERIOR WOOD: 1. 1 COAT APPROVED PRIMER. 2. 2 COATS APPROVED ENAMEL. E. GALVANIZED METAL: REMOVE MILL SHEEN WITH MINERAL SPIRITS. 1. 1 COAT APPROVED PRIMER. 2. 2 COATS APPROVED SATIN LATEX. 6. APPLY PAINT ONLY TO SURFACES WHICH ARE SMOOTH, EVEN, THOROUGHLY DRY AND CLEAN AND FREE OF DEFECTS WHICH WOULD ADVERSELY AFFECT APPLICATION OF PAINT, 7. APPLY PAINT BY BRUSH OR ROLLER AT THE CONTRACTOR'S OPTION, SUBJECT TO PRIOR APPROVAL BY ARCHITECT, EXCEPT AS NOTED, HEREIN. A. ROLLER APPLICATION: 1. MAXIMUM ROLLER WIDTH: 9 ". 2. MAXIMUM ROLLER HANDLE LENGTH: 5' -0 ". B. APPLY MATERIALS EVENLY WITHOUT RUNS, SAGS, HOLIDAYS, BRUSH MARKS, AIR BUBBLES OR STIPPLE. C. COVER SURFACES COMPLETELY. IF SPECIFIED COATS DO NOT HIDE STAIN, DIRT OR UNDERCOATS, PROVIDE ADDITIONAL COATS TO ACHIEVE UNIFORM COVERAGE AND HIDING AT NO ADDITIONAL COST TO OWNER. D. COATS SHALL BE THOROUGHLY DRY BEFORE APPLYING SUCCEEDING COATS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 8. CLEANING: AT COMPLETION OF PAINTING, REMOVE PAINT MATERIALS AND EQUIPMENT, TOUCH -UP MARRED SURFACES AND THOROUGHLY CLEAN ALL PAINT DROPS AND SPILLS FROM ALL SURFACES NOT SCHEDULED TO BE PAINTED. SECTION 9.0200 - STUCCO 1. PRIOR TO START OF WORK EXAMINE EXISTING CONDITIONS ANY NOTIFY ARCHITECT OF ANY CONDITIONS WHICH WILL ADVERSELY EFFECT THE QUALJTY OF THE WORK. START OF WORK SHALL INDICATE THAT CONDITIONS ARE SUITABLE FOR A PERFECT JOB. 2. PATCH EXISTING STUCCO SURFACES AS REQUIRED BY THE WORK. SECTION 10.0440 - SIGNAGE 1. THE WOPK INCLUDES SIGNAGE FOR NEW UNISEX BATH COMPLETE. 2. SUBMITTALS: A. SHOP DRAWINGS. B. MANUFACTURER'S PRODUCT LITERATURE AND COLOR SAMPLES. 3. PRODUCTS: A. ADA COMPLIANT SIGNAGE FOR UNISEX BATH. 4. INSTALLATION: A. INSTALL PER ADA COMPLIANCE. B. INSTALLATION PER MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. SECTION 10.0810 - BATHROOM ACCESSORIES AND WALL -HUNG MIRRORS 1. THE WORK INCLUDES THE INSTALLATION OF BATHROOM ACCESSORIES AND WALL -HUNG MIRRORS COMPLETE AT UNISEX BATH. 2. MANUFACTURER /MODEL: ITEMS AS SPECIFIED ON THE DRAWINGS. 3. INSTALLATION: A. INSTALL ITEMS LEVEL, PLUMB AND TRUE, AND AT MOUNTING HEIGHTS AS PER MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. B. PROVIDE BLOCKING IN WALLS FOR ATTACHMENT OF WALL MOUNTED ITEMS. C. INSTALL ITEMS IN ACCORDANCE WITH ADA COMPLIANCE (WHERE REQUIRED). CO CO r) CO z0 0 J - w Dw ci3 - z 0 Q CDH 155E5EMM Ln 0 C> ' w ( 1-1 F EEEEMS RE VIS JOB NO DATE: DRAWN BY: APPROVED: 03 -07 8/31/04 CDM CDM 0\S SKEET OF 9 A -9 S • • • OFFICE EXAM EXAM EXAM OFFICE EXISTING FUSE BOX "A" REPLACED W/ NEW 24 CIRCUIT PANEL "A " AT THE SAME LOCATION. TRANSFER ALL EXISTING LOADS TO NEW PANEL "A ". FIELD VERIFY EXACT LOCATION CONFERENCE WAITING EXAM 1 5 ri 2 bib LEIN Al a F -5 EXISTING FUSE BOX "C" REPLACED W/ NEW 24 CIRCUIT PANEL "C" AT THE SAME LOCATION. TRANSFER ALL EXISTING LOADS TO NEW PANEL "C ". FIELD VERIFY EXACT LOCATION CORRIDOR BATH CORRIDOR EXISTING FUSE BOX "D" REPLACED W/ NEW 24 CIRCUIT PANEL "D" AT THE SAME LOCATION. TRANSFER ALL EXISTING LOADS TO NEW PANEL "D ". FIELD VERIFY EXACT LOCATION BATH C -1,3 RECEPTION WAITING (3.5 TONS) AHU #6 AHU #1 (3.5 TONS) LOUNGE BILLING I 1 A -1,3 WAITING RECEPTION OFFICE BATH CORRIDOR EXAM EXAM n B -1,3 EXAM CLO CLO •t 111.07CAMME1111 1441111111M 11.1 Ism SWITCH F°R FUTURE YARD SIGN EXIT SIGN TYPICAL AHU #5 3 TONS) E -1,3 LAB CLO BATH WAITING EXISTING FUSE BOX "3" REPLACED W/ NEW 24 CIRCUIT PANEL "B" AT THE SAME LOCATION. TRANSFER ALL EXISTING LOADS TO NEW PANEL "B ". FIELD VERIFY EXACT LOCATION CLO CLO EXISTING FUSE B3 NEW 24 CIRCUIT LOCATION. TRAN TO NEW PANEL " LOCATION CORRIDOR BATH CLO • 1' X "F" REPLACED W/ ANEL "F" AT THE SAME ER ALL EXISTING LOADS 0 . FIELD VERIFY EXACT ADMINISTRATION JAN. EXAM EXAM LOUNGE EXAM C LO OFFICE BATH OFFICE EXAM CLO LAB BATH s -t. STUB OUT CONDUIT FOR FUTURE YARD SIGN EXISTING FUSE BOX "E" REPLACED W/ RECEPTION NEW 24 CIRCUIT PANEL "E" AT THE SAME LOCATION. TRAANSFER ALL EXISTING LOADS TO NEW PANEL "E ". FIELD VERIFY EXACT LOCATION OFFICE ADMINISTRATION EMERGENCY LIGHT TYPICAL WAITING ELECTRICAL SEE SHEET E-2 FOR DETAILS UTILITY EXISTING FUSE BOX "H" REPLACED W/ NEW 24 CIRCUIT PANEL "H" AT THE SAME LOCATION. TRANSFER ALL EXISTING LOADS TO NEW PANEL "H ". FIELD VERIFY EXACT LOCATION 3 TONS) AHU #4 FILES H -1,3 AHU #3 (3 TONS) FM G -1,3 WAITING 1\_._ EXISTING FUSE BOX "G" REPLACED W/ NEW 24 CIRCUIT PANEL "G" AT THE SAME LOCATION. TRANSFER ALL EXISTING LOADS TO NEW PANEL "G ". FIELD VERIFY EXACT LOCATION RECEPTION CORRIDOR REFLECT= 9 SCALE: 1/4" = 1' -0" EXAM CE FILES EXAM L CORRIDOR CORRIDOR EXAM \C PLA\ EXAM O # O #4 DATE /Q ▪ C -2,4 VERIFY EXACT LOCATION W/ MECH. PLANS E -2,4 VERIFY EXACT LOCATION W/ MECH. PLANS - H -2,4 VERIFY EXACT LOCATION W/ MECH. PLANS • G -2,4 VERIFY EXACT LOCATION W/ MECH. PLANS F -2,4 VERIFY EXACT LOCATION W/ MECH. PLANS fe AV MIAMI- .U COUNT gL'k=. PERMIT FIRE SUPPRESSION__ d 8Y; B -2,4 VERIFY EXACT LOCATION W/ MECH. PLANS A -2,4 VERIFY EXACT LOCATION W/ MECH. PLANS Y FIRED ,, a- 1 FIR :71 ALA13!+f WATER MAIPI EXT, Lo I S I h - co • 0 1-o w 0 Cr O 0 NU c0 J ENERGY SCIENCES INC CONSULTING ENGINEERS ESBER ANDIROGLU, P.E. MECH. /ELEC. - /4244 2821 DOUGLAS a AD MIAMI. FL . 33 3 (305) 448- 82 M M Z0 J �-- Ee v �- 00 w W Z O < r 01— C) w ZLU d �1- w CD ' ■o � 2: � Z 0 0 ; 1 JOB NO.: 03 -07 DATE 8/31/04 DRAWN BY: AB APPROVED: AB VSio\S SHEET OF 2 F -1 TYPE SERVICE VOLTAGE G.E. PANEL " H " MAIN MAINS A I C BUS 100 A. M.LO. POLE 10, 3W 120/240 FED BY PANEL "E" • 10.000 CKT. NO. CKT. NO. CONNEC. KVA POLE TRIP CON Dun WIRE REMARKS CKT. NO. 2 CKT. NO. REMARKS WIRE CON DUIT TRIP POLE CONNEC. C 8.91 2 50 1" #6 NEW #4 1 3 EXISTING LOADS N NEW CU # #10 3/4" 30 2 3.67 1.00 1 20 1/2' #12 EXISTING LOADS 5 6 EXIISTING LOADS #12 1/2" 20 1 1.00 1.00 1 20 1/2" #12 EXISTING LOADS 7 8 EXIISTING LOADS #12 1/2' 20 1 1.00 1.00 1 20 1/2' #12 SPACE 9 10 SPACE #12 1/2" 20 1 1.50 1.00 12 9 12 14 1 1 11 12 1 1 20 1 1.00 , 1 ► ► 13 , 11 14 13 14 20 1 0.40 12 13 1 1 SPACE 16 13 16 1/2" 15 16 1.00 . •, , 18 i 11 14 17 SPACE 17 15 18 0.50 17 18 1 SPACE 17 SPARE 13 16 SPACE 19 20 20 19 17 20 19 20 SPACE SPACE 15 18 21 22 22 21 19 22 21 22 19 17 20 ► , 23 24 1 23 21 24 , 23 24 5.50 ► 7.96 22 TOTAL TOTAL 4.00 • TOTAL DEMAND LOAD : 29,940 VA - -- 125 AMPS. FEEDER: EXISTING 3 # 4/0 CU,THW IN 2 -1/2" COND. FIELD VERIFY 10.91 TOTAL TOTAL • TOTAL DEMAND LOAD : 12,910 VA - -- 54 AMPS. FEEDER: EXISTING 3 # 4/0 CU,THW IN 2 -1/2" COND. FIELD VERIFY 2.00 1 23 MAIN BUS 100 A. TYPE G.E. "B " SERVICE 10, 3w P A \ E L MAINS M.LO. VOLTAGE 120/240 A.I.C. : 10,000 CONNEC. KVA CONNEC. KVA POLE TRIP CON DUI- WIRE REMARKS CKT. N0. CKT. NO. CKT. NO. REMARKS WIRE DUI T TRIP POLE CONNEC. KVA 8.94 2 50 1' #6 NEW AHU #2 1 3 6 2 4 NEW CU #2 #10 3/4" 30 2 4.15 6 EXISTING LOADS #12 1/2" 20 1 1.00 1.00 1 20 1/2" #12 EXISTING LOADS 5 8 5 6 10 #12 1/2" 20 1 1.00 1.00 1 20 1/2' #12 1.00 1 20 1/2" #12 7 10 12 1.00 1.00 1 20 1/2' #12 ► 9 10 OUITDOOR GFI REC. #12 1/2" 20 1 1.50 1.00 12 9 12 14 1 1 12 ELECT.RM/UTILITY 1 1 20 1 1.00 , 1 ► ► 13 , 11 14 SPACE 1/2' 20 1 0.40 12 13 1 1 SPACE 16 13 16 1/2" 20 1 1.00 . •, , 18 i 11 14 17 SPACE 17 15 18 0.50 0.50 1 1 SPACE 17 SPARE 13 16 SPACE 19 20 20 19 17 20 SPACE SPACE 15 18 21 22 22 21 19 22 19 17 20 ► , 23 24 1 23 21 24 4.00 1 5.50 TOTAL TOTAL • TOTAL DEMAND LOAD : 13,460 VA - -- 56 AMPS. FEEDER: EXISTING 3 # 4/0 CU,THW IN ;2-1/2" COND. FIELD VERIFY 7.96 22 TOTAL TOTAL 4.00 • TOTAL DEMAND LOAD : 29,940 VA - -- 125 AMPS. FEEDER: EXISTING 3 # 4/0 CU,THW IN 2 -1/2" COND. FIELD VERIFY 1 23 25.82 1 23 12.94 TOTAL TOTAL. 4.00 • TOTAL DEMAND LOAD : 16,940 VA - -- 71 AMPS. FEEDER: EXISTING 3 # 4/0 CU,THW IN 2 -1/2" COND. FIELD VERIFY MAIN BUS 150 A. TYPE G.E. ,r A > > PANEL SERVICE 10, 3W MAINS M.L.O. 120/240 A.I.C. : 10.000 VOLTAGE CONNEC. KVA POLE TRIP CON p WIRE REMARKS CKT. NO. 10.000 CKT. NO. REMARKS WIRE CON NIT TRIP POLE CONNEC. KVA 8.94 2 50 1" #6 NEW AHU #1 1 TRIP 6 NEW Clip EXISTING LOADS #10 #12 3/4" 1/2" 30 20 2 1 4.15 1.00 16.94 2 125 2.5" 4/0 PANEL "B" N nl 8 2 2.06 1.50 1 20 1/2" #12 NEW LIGHTING 5 6 10 #12 1/2" 20 1 1.00 1.00 1 20 1/2' #12 1.00 1 20 1/2" #12 EXISTING LOADS 9 12 1.00 1.00 1 20 1/2' #12 ► 9 10 OUITDOOR GFI REC. #12 1/2" 20 1 1.50 1.00 12 ► 11 14 SPACE 11 12 ELECT.RM/UTILITY #12 1/2" 20 1 1.00 1.00 14 SPACE 13 16 14 EX.. TELEPHONE BOARD #12 1/2' 20 1 0.40 12 13 1 1 15 16 15 18 1/2" 20 1 1.00 . •, , 18 i 11 14 17 SPACE 17 20 0.50 0.50 1 1 SPACE 17 SPARE 13 16 SPACE 19 20 20 19 22 SPACE SPACE 15 18 21 22 22 21 24 19 17 20 ► , 23 24 1 23 29.88 TOTAL TOTAL 4.00 • TOTAL DEMAND LOAD : 33,880 VA - -- 141 AMPS, FEEDER: EXISTING 3 # 4/0 CU,THW IN 2 -1/2" COND. FIELD VERIFY TYPE SERVICE VOLTAGE G.E. PANEL « « MAIN MAINS A I BUS 100 A. M.LO. TRIP 10. 3W 120/240 HOUSE PANEL C • 10.000 CKT. NO. REMARKS CONNEC. KVA POLE TRIP CON Dun- WIRE REMARKS CKT. NO. 20 CKT. NO. REMARKS WIRE CON DUIT TRIP POLE CONNEC. KVA 0.53 2 20 1/2' #12 NEW AHU #7 3 1/2" N NEW! CU #7 #12 1/2" 20 2 2.06 1.50 1 20 1/2" #12 NEW LIGHTING 5 6 EX. EXTERIOR LIGHTS #12 1/2" 20 1 1.00 1.00 1 20 1/2' #12 NEW LIGHTING 7 8 EX. . EXTERIOR LIGHTS #12 1/2" 20 1 1.00 1.00 1 20 1/2' #12 FUTURE SIGN LIGHT 9 10 OUITDOOR GFI REC. #12 1/2" 20 1 1.50 1.00 12 ► , SPARE 11 12 ELECT.RM/UTILITY #12 1/2" 20 1 1.00 1.00 14 SPACE SPARE 13 14 EX.. TELEPHONE BOARD #12 1/2' 20 1 0.40 12 13 , SPACE 15 16 EX.. GENERAL RECEPT. #12 1/2" 20 1 1.00 . •, , 18 i 11 14 17 18 SPACE 0.50 0.50 1 1 SPACE 17 SPARE 13 16 SPACE 19 20 20 SPACE SPACE 15 18 21 22 22 19 17 20 ► , 23 24 24 1 r 5.50 TOTAL TOTAL • TOTAL DEMAND LOAD : 13,460 VA - -- 56 AMPS. FEEDER: EXISTING 3 # 4/0 CU,THW IN ;2-1/2" COND. FIELD VERIFY 7.96 22 TOTAL TOTAL � MAIN BUS too A. TYPE G.E. P A SERVICE 10, 3W \ E D MAINS M.LO. VOLTAGE 120/240 FED BY PANEL "C" A.I.C. 10.000 CONNEC. KVA CONNEC. KVA POLE TRIP CON WIRE REMARKS CKT. NO. CKT. NO. CKT. NO. REMARKS WIRE CON DUIT TRIP POLE CONNEC. KVA 1.00 1 20 1/2" #12 EXISTING LOADS 1 2 4 2 EXISTING LOADS #12 1/2" 20 1 1.00 4 #12 1/2" 20 1 1.00 13.00 2 100 2.5' 4/0 NEW PANEL "D" VI N 8 8 3 6 10 10 7 10 1.00 1 5 8 #12 EXISTING LOADS 9 12 12 1 1 9 12 ► , 7 10 11 14 SPACE 11 14 SPACE 11 14 9 12 13 , , ► ► , . •, , 18 i 11 14 SPARE 18 0.50 0.50 1 1 SPACE 17 SPARE 13 16 SPACE 17 20 SPACE SPACE 15 18 19 22 19 17 20 ► 21 24 r 1 19 22 TOTAL TOTAL 4.00 • TOTAL DEMAND LOAD : 29,940 VA - -- 125 AMPS. FEEDER: EXISTING 3 # 4/0 CU,THW IN 2 -1/2" COND. FIELD VERIFY 1 23 25.82 TOTAL TOTAL 4.00 * TOTAL DEMAND LOAD : 29,820 VA - -- 124 AMPS. FEEDER: EXISTING 3 # 4/0 CU,THW IN 2 -1/2" COND. FIELD VERIFY 23 21 24 6.00 * TOTAL DEMAND LOAD : 20,910 VA - -- 84 AMPS. FEEDER: EXISTING 3 # 4/0 CU,THW IN 2 -1/2' COND. FIELD VERIFY 23 6.50 TOTAL TOTAL 6.50 TOTAL DEMAND LOAD : 13,000 VA - - -- 54 AMPS. FEEDER: EXISTING 3 # 4/0 CU,THW IN 22 -1/2" COND. FIELD VERIFY MAIN BUS 150 A. TYPE G.E. P A\ E� >> SERVICE 10, 3W MAINS M.L.O. VOLTAGE 120/240 A.I.C. : 10.000 VOLTAGE 120/240 A I C • 10,000 CONNEC. KVA POLE TRIP CON Dun- WIRE REMARKS CKT. NO. CKT. NO. CKT. NO. REMARKS WIRE CON DUIT TRIP POLE CONNEC. KVA 8.94 2 50 1" #6 NEW AHU#6 1 3 3 2 4 NEW CU#6 #10 3/4" 30 2 4.15 6 EXISTING LOADS #12 1/2" 20 1 1.00 13.00 2 100 2.5' 4/0 NEW PANEL "D" VI N 8 8 10 10 7 10 1.00 1 20 1/2" #12 EXISTING LOADS 9 12 12 1 1 9 12 ► , 11 14 SPACE 11 14 SPACE 11 14 13 16 13 16 ► , ► , , 15 18 i , ► 15 18 1 1 1 1 SPACE 17 20 18 SPACE SPACE 17 20 SPACE 17 19 22 19 22 19 21 24 ► 21 24 r 1 23 25.94 TOTAL TOTAL 4.00 • TOTAL DEMAND LOAD : 29,940 VA - -- 125 AMPS. FEEDER: EXISTING 3 # 4/0 CU,THW IN 2 -1/2" COND. FIELD VERIFY MAIN BUS 150 A. TYPE G.E. P A SERVICE 10, 3W \ E L "E" MAINS M.L.O. VOLTAGE 120/240 A I C • 10,000 CONNEC. KVA CONNEC. KVA POLE TRIP CON Dun- WIRE REMARKS CKT. NO. CKT. NO. CKT. NO. REMARKS WIRE CON DUIT TRIP POLE CONNEC. KVA 8.91 2 50 1" #6 NEW AHU #5 3 N N NEW CU # #10 3/4" 30 2 3.67 6 EXISTING LOADS #12 1/2" 20 1 1.00 12.91 2 100 2.5" 4/0 NEW PANEL "H" N N 8 10 7 10 1.00 1 20 1/2" #12 EXISTING LOADS 9 12 9 12 ► , 11 14 SPACE 11 14 13 16 13 16 , , , i , ► 15 18 1 1 1 1 1 15 18 SPACE SPACE 17 20 SPACE 17 20 19 22 19 22 21 24 r 21 24 1 23 25.82 TOTAL TOTAL 4.00 * TOTAL DEMAND LOAD : 29,820 VA - -- 124 AMPS. FEEDER: EXISTING 3 # 4/0 CU,THW IN 2 -1/2" COND. FIELD VERIFY ,��' MAIN BUS 125 A. TYPE G.E. P A\ EL SERVICE 10, 3W MAINS M.L.O. VOLTAGE 120/240 A.I.C. : 10,000 CONNEC. KVA POLE TRIP CON Dun WIRE REMARKS CKT. NO. CKT. NO. REMARKS WIRE CON DUIT TRIP POLE CONNEC. KVA 8.91 2 50 1" #6 NEW AHU #3 3 N NEW CU #3 #10 3/4" 30 2 3.67 6 EXISTING LOADS #12 1/2" 20 1 1.00 1.00 1 20 1/2" #12 EXISTING LOADS 5 8 7 10 9 12 11 14 13 16 I ► 1 1 1 1 1 15 18 SPACE SPACE 17 20 19 22 21 24 23 14.91 TOTAL TOTAL 6.00 * TOTAL DEMAND LOAD : 20,910 VA - -- 84 AMPS. FEEDER: EXISTING 3 # 4/0 CU,THW IN 2 -1/2' COND. FIELD VERIFY • - HVAC LOADS BASED ON HEATING MODE • - HVAC LOADS BASED ON HEATING MODE • - HVAC LOADS BASED ON HEATING MODE • - HVAC LOADS BASED ON HEATING MODE LOAD CALCS.: METER CENTER #1 OF 1 120/240V, 10, 3W PANEL "A" PANEL "C" PANEL "E" PANEL "F' PANEL "G" 33,880 VA 29,940 VA 29,820 VA 13,460 VA 20,910 VA TOTAL LOAD: 128,010 VA (240V, 1 PH.) - -- 533 AMPS. PANEL "D" PANEL "C" 120/240V 120/240V 10,3W 10,3W 100A,M.L.O. 150A,M.LO. TENANT #2 SERVICE FROM FP &L • - HVAC LOADS BASED ON HEATING MODE • - HVAC LOADS BASED ON COOLING MODE • - HVAC LOADS BASED ON HEATING MODE PANEL "B" PANEL "A" 120/240V 120/240V 10,3W - 10,3W 100A,M.L.O. 150 A, M . L. 0. TENANT #1 NEW 3 SETS OF 3 #4/0 CU ,THW IN 2 -1/2' COND. IN EACH SET GROUND WIRE TIED TO STRUCTURAL STEEL IN FOUNDATION O 'A" 150 150 METER CENTER #1 OF 1 600 1 600 120/240 V. 1 PH., 3W AIC: 42 KA .C.W.P. O Q V WATER PIPE "G" 100 "F" 100 "E" 150 "[CU GROUND CL..,3/4 "0x10' -0 1L COOPER CLAD GROUND RODS DRIVEN INTfO GROUND PANEL "E" 120/240V 10,3W 150A,M. L.O. PANEL "H" 120/240V - 10,3W 100A,M.L.O. TENANT #3 CPAlP PANEL "F" 120/240V 10,3W 100A,M.L.O. HOUSE PANEL "G" 120/240V 10,3W 100A,M.L.0 TENANT # ® EXISTING 3 # 4/0 CU,THW IN 2 -1/2" COND. FIELD VERIFY ELECTRICAL NOTES General A. All work performed under this contract shall comply with all national, state and local codes having jurisdiction and with, the requirements of the utility companies whose services shall be used. All modifications required by these codes shall be mode by this contractor without additional charge. B. Drawings: Refer to all drawings for coordination of the electrical work. C. Arrange and pay for all permits, licenses, inspections and tests. Obtain the required certificates and present to owner. D. Guorantee: The completed installation shall be fully guaranteed against defective materials and /or improper workmanship for minimum of one year for material and labor. 2. Contractor is directed to review the building plans and specifications for limitations of constructions, identifications of materials and products, definition of workmanship. This contractor shall include his bid proposal all costs necessary for a complete and operational installation and shall visit the job site prior to a bid date. 3. Contractor needs to establish a field liason with project supervisor, prior to commencing work. 4. All required insurance shall be provided for protection against public liability and property damage for duration of the work. 5. It shall not be the intent of these plans and /or specifica- tions to show every minor detail of construction. The electrical contractor shall be expected to furnish and install all items for a complete electrical system and provide all requirements necessary for equipment to be placed in proper working order. 6. Electrical contractor shall not scale drawings. Contractor shall refer to architectural plans and elevations for exact locations of all equipment unless otherwise noted. 7. All conduit runs are shown diagrammactically. Exact routing shall be determined in the field, unless otherwise noted. 8. Electrical contractor shall visit the job site and verify all conditions, locations, dimensions and counts as shown and /or noted on the drawings. This shall include any and all fabrications prier to installations. 9. As a minimum, all equipment shall meet applicable standards, for the type of equipment and intended use, of the following: a. American National Standards Institute (ANSI). b. Illuminating Engineers Society (IES). c. American Society for Testing and Materials (ASTM) d. National Electrical Manufacturer's Association (NEMA). Note: These standards are subordinate to codes, and standards set by UL. 10. All electrical equipment, devices, wire, ect. shall be listed, for the intended use, with Underwriter laboratories, Inc. (UL), where standards have been established by UL. 11. As -built drawings shall be furnished to the owner upon completion of work. 12. Wiring devices to be spec. grade. 13. Where more than one devices is indicated at any location, these shall be ganged under one common cover plate. 14. Contractor shall coordinate with electric and telephone utility for service entrance location and any other require- ments. 15. All connections to ground rods shall be mode with UL approved welded connections, unless noted otherwise. 16. Provide a fuse holder and fuse in the primary side of each ungrounded conductor for all ballasts. 17. Unless noted as existing, all equipment, wiring, devices, etc. shall be new. 18. Contractor shall guarantee all materials and workmanship free from defects for o period of not less than (1) year from date of acceptance, unless indicated of specified otherwise. 19. Correction of any defects shall be completed without additional charge and shall include replacement or repair of any other phase of the installation which may have been damaged thereby. 20. Electrical contractor shall provide temporary service for use of all trades as required for construction. 21. Temporary wiring to be removed by contractor. 22. Electrical contractor shall verify requirements, exact location and type or outlet for all electrical fixtures, appliances and equipment. 23. Shop Drawings: Coordinate requirements with architect. 24. All wiring to have 600 volt insulation, type TW, THW, THWN, for branch circuits and type THW, THN for main feeders or as specified. 25. Design is based on copper conductor. Wire size #10 and smaller type "TW", wire size #8 and larger type "THW" or as specified. 26. Wire ways shall be sized as required, per NEC, unless otherwise noted. 27. All feeder, subfeeder and branch circuits shall be properly phase balanced. 28. All conductors shall be in conduits. All conduits shall be intermediate (IMC) or rigid galvanized steel (RGS) except that: (a) poly vinyl chloride (PVC) conduits may used in concrete slobs at underground provided elbows and riser are RGS; (b) electrical metallic tubing (EMT) may be used in or on walls or ceilings where not subject to mechanical damage, damp conditions or corrosive conditions; (c) liquid tight flexible conduits where required; (d) flexible metallic conduit where required in dry locations. All conduit hazardous areas q (per NEC) shall meet the requirements of NEC Chapter. 29. Apply bitumastic coating to all metallic conduits in slabs or underground. 30. Electrical contractor shall verify circuit protective device rating for equipment prior to construction. 31. Provide fuse recommended by equipment manufacturer. 32. Furnish and install disconnect switches and wiring for air conditioning systems as per manufacturer recommendotions. Controls are to be supplied by air conditioning contractor. 33. Install power and control wiring and required control components for air condition systems as shown /noted on these drawings and per other applicable drawings/instruc- tions see A/C drawings. 34. Electrical contractor to run control wires for HVAC system as per HVAC drawings. 35. No conduits to be run in ductwork. 36. All electrical wiring must be in conduit (no Romex, BX, etc. is permitted unless specific permission is obtained from owner, engineering or local inspector). ELECTRICAL ROOM DETAILS SCALE: 1/2"=1'- 0" M F co Q� o 0 J a a) w� W E H- ,,, 0 6 ' ^ 11 V 1 W 0 J CC 0 CE ' Q z V< N 00 Lo' 011: co M _ co • L � LO v J LL G CO O 0 0 Q Q LLI z W Cn LC) LJJ Z O w cn ■ ■ • • ■ . ■ ■ MIL I ENERGY SCIENCES INC CONSULTING ENGINEERS ESHER ANDIROGLU, P.E. MECH. /ELEC. - #42454 2821 DOUGLAS R0, MIAMI FL 33133 (SOS) 448 -b62S w ffe JOB NO: 03 -07 DATE 8/31/04 DRAWN BY: AB APPROVED: AB RFVISIO \S SHEET OF 2 I 2 ELECTRICAL METER 120/240V,1 600A, FIELD LOCATION F -12 ULITITY CENTER #1 OF 1 0,3W M. C.B. VERIFY EXACT F -12 F -12 b • - HVAC LOADS BASED ON HEATING MODE • - HVAC LOADS BASED ON HEATING MODE • - HVAC LOADS BASED ON HEATING MODE • - HVAC LOADS BASED ON HEATING MODE LOAD CALCS.: METER CENTER #1 OF 1 120/240V, 10, 3W PANEL "A" PANEL "C" PANEL "E" PANEL "F' PANEL "G" 33,880 VA 29,940 VA 29,820 VA 13,460 VA 20,910 VA TOTAL LOAD: 128,010 VA (240V, 1 PH.) - -- 533 AMPS. PANEL "D" PANEL "C" 120/240V 120/240V 10,3W 10,3W 100A,M.L.O. 150A,M.LO. TENANT #2 SERVICE FROM FP &L • - HVAC LOADS BASED ON HEATING MODE • - HVAC LOADS BASED ON COOLING MODE • - HVAC LOADS BASED ON HEATING MODE PANEL "B" PANEL "A" 120/240V 120/240V 10,3W - 10,3W 100A,M.L.O. 150 A, M . L. 0. TENANT #1 NEW 3 SETS OF 3 #4/0 CU ,THW IN 2 -1/2' COND. IN EACH SET GROUND WIRE TIED TO STRUCTURAL STEEL IN FOUNDATION O 'A" 150 150 METER CENTER #1 OF 1 600 1 600 120/240 V. 1 PH., 3W AIC: 42 KA .C.W.P. O Q V WATER PIPE "G" 100 "F" 100 "E" 150 "[CU GROUND CL..,3/4 "0x10' -0 1L COOPER CLAD GROUND RODS DRIVEN INTfO GROUND PANEL "E" 120/240V 10,3W 150A,M. L.O. PANEL "H" 120/240V - 10,3W 100A,M.L.O. TENANT #3 CPAlP PANEL "F" 120/240V 10,3W 100A,M.L.O. HOUSE PANEL "G" 120/240V 10,3W 100A,M.L.0 TENANT # ® EXISTING 3 # 4/0 CU,THW IN 2 -1/2" COND. FIELD VERIFY ELECTRICAL NOTES General A. All work performed under this contract shall comply with all national, state and local codes having jurisdiction and with, the requirements of the utility companies whose services shall be used. All modifications required by these codes shall be mode by this contractor without additional charge. B. Drawings: Refer to all drawings for coordination of the electrical work. C. Arrange and pay for all permits, licenses, inspections and tests. Obtain the required certificates and present to owner. D. Guorantee: The completed installation shall be fully guaranteed against defective materials and /or improper workmanship for minimum of one year for material and labor. 2. Contractor is directed to review the building plans and specifications for limitations of constructions, identifications of materials and products, definition of workmanship. This contractor shall include his bid proposal all costs necessary for a complete and operational installation and shall visit the job site prior to a bid date. 3. Contractor needs to establish a field liason with project supervisor, prior to commencing work. 4. All required insurance shall be provided for protection against public liability and property damage for duration of the work. 5. It shall not be the intent of these plans and /or specifica- tions to show every minor detail of construction. The electrical contractor shall be expected to furnish and install all items for a complete electrical system and provide all requirements necessary for equipment to be placed in proper working order. 6. Electrical contractor shall not scale drawings. Contractor shall refer to architectural plans and elevations for exact locations of all equipment unless otherwise noted. 7. All conduit runs are shown diagrammactically. Exact routing shall be determined in the field, unless otherwise noted. 8. Electrical contractor shall visit the job site and verify all conditions, locations, dimensions and counts as shown and /or noted on the drawings. This shall include any and all fabrications prier to installations. 9. As a minimum, all equipment shall meet applicable standards, for the type of equipment and intended use, of the following: a. American National Standards Institute (ANSI). b. Illuminating Engineers Society (IES). c. American Society for Testing and Materials (ASTM) d. National Electrical Manufacturer's Association (NEMA). Note: These standards are subordinate to codes, and standards set by UL. 10. All electrical equipment, devices, wire, ect. shall be listed, for the intended use, with Underwriter laboratories, Inc. (UL), where standards have been established by UL. 11. As -built drawings shall be furnished to the owner upon completion of work. 12. Wiring devices to be spec. grade. 13. Where more than one devices is indicated at any location, these shall be ganged under one common cover plate. 14. Contractor shall coordinate with electric and telephone utility for service entrance location and any other require- ments. 15. All connections to ground rods shall be mode with UL approved welded connections, unless noted otherwise. 16. Provide a fuse holder and fuse in the primary side of each ungrounded conductor for all ballasts. 17. Unless noted as existing, all equipment, wiring, devices, etc. shall be new. 18. Contractor shall guarantee all materials and workmanship free from defects for o period of not less than (1) year from date of acceptance, unless indicated of specified otherwise. 19. Correction of any defects shall be completed without additional charge and shall include replacement or repair of any other phase of the installation which may have been damaged thereby. 20. Electrical contractor shall provide temporary service for use of all trades as required for construction. 21. Temporary wiring to be removed by contractor. 22. Electrical contractor shall verify requirements, exact location and type or outlet for all electrical fixtures, appliances and equipment. 23. Shop Drawings: Coordinate requirements with architect. 24. All wiring to have 600 volt insulation, type TW, THW, THWN, for branch circuits and type THW, THN for main feeders or as specified. 25. Design is based on copper conductor. Wire size #10 and smaller type "TW", wire size #8 and larger type "THW" or as specified. 26. Wire ways shall be sized as required, per NEC, unless otherwise noted. 27. All feeder, subfeeder and branch circuits shall be properly phase balanced. 28. All conductors shall be in conduits. All conduits shall be intermediate (IMC) or rigid galvanized steel (RGS) except that: (a) poly vinyl chloride (PVC) conduits may used in concrete slobs at underground provided elbows and riser are RGS; (b) electrical metallic tubing (EMT) may be used in or on walls or ceilings where not subject to mechanical damage, damp conditions or corrosive conditions; (c) liquid tight flexible conduits where required; (d) flexible metallic conduit where required in dry locations. All conduit hazardous areas q (per NEC) shall meet the requirements of NEC Chapter. 29. Apply bitumastic coating to all metallic conduits in slabs or underground. 30. Electrical contractor shall verify circuit protective device rating for equipment prior to construction. 31. Provide fuse recommended by equipment manufacturer. 32. Furnish and install disconnect switches and wiring for air conditioning systems as per manufacturer recommendotions. Controls are to be supplied by air conditioning contractor. 33. Install power and control wiring and required control components for air condition systems as shown /noted on these drawings and per other applicable drawings/instruc- tions see A/C drawings. 34. Electrical contractor to run control wires for HVAC system as per HVAC drawings. 35. No conduits to be run in ductwork. 36. All electrical wiring must be in conduit (no Romex, BX, etc. is permitted unless specific permission is obtained from owner, engineering or local inspector). ELECTRICAL ROOM DETAILS SCALE: 1/2"=1'- 0" M F co Q� o 0 J a a) w� W E H- ,,, 0 6 ' ^ 11 V 1 W 0 J CC 0 CE ' Q z V< N 00 Lo' 011: co M _ co • L � LO v J LL G CO O 0 0 Q Q LLI z W Cn LC) LJJ Z O w cn ■ ■ • • ■ . ■ ■ MIL I ENERGY SCIENCES INC CONSULTING ENGINEERS ESHER ANDIROGLU, P.E. MECH. /ELEC. - #42454 2821 DOUGLAS R0, MIAMI FL 33133 (SOS) 448 -b62S w ffe JOB NO: 03 -07 DATE 8/31/04 DRAWN BY: AB APPROVED: AB RFVISIO \S SHEET OF 2 I 2 OFFICE EXAM EXIST'G 22X10 AC DUCT WORK TO BE CUT & CAPPED © THIS POINT. FIELD VERIFY LOCATION. EXIST'G AC DUCT WORK, C DISTRIBUTION & RETURN A R BEYON THIS POINT TO REMAIN AS. FIELD VERIFY LOCATION. EXAM NEW 22X10 AC DUCT WORK TO BE ATTACHED TO EXISTING 22X10 AC DUCT © THIS POINT. FIELD VERIFY 1 t.O,ZA,TION. 1 1 \ NEW LG. HUNG AHU #6, •(3,8 ATTACHED TO EXIST'G 22X10 DUCT WORK FOR THIS AREA. SET MVD © 120 CFM. EXAM 24X20 CLG, MNTD, LOUVERED R/A GRILLE. FIELD VERIFY EXACT LOCATION. NEW 10X10 WALL, LOUVERED 0/A INTAKE. FIELD VERIFY LOCATION. EXIST'G 22X10 AC DUCT WORK TO BE CUT & CAPPED © THIS POINT. FIELD VERIFY LOCATION. 6X6 0/A R /A -0 /A MIXING PLENUM BB ,QX. TYPICAL 1 NEW HUNG AHU #1, (3.5 TONS), ATTACHED TO EXIST'G 22X10 DUCT WORK FOR THIS AREA. SET MVD © 120 CFM. NEW 22X10 AC DUCT WORK TO BE ATTACHED TO EXISTING 22X10 AC DUCT © THIS POINT. FIELD VERIFY LOCATION. EXIST'G AC DUCT WORK, AC DISTRIBUTION & RETURN AIR BEYON THIS POINT TO REMAIN AS. FIELD VERIFY LOCATION. 24X20 CLG, MNTD, LOUVERED R/A GRILLE. FIELD VERIFY EXACT LOCATION. CONFERENCE OFFICE HVAC P LA\ SCALE: 1/4" = 1' -0" MVD WAITING CORRIDOR TH EXAM X 0 N 150 CFM CORRIDOR # RD TYPICAL MANUAL VOLUME DAMPER. BATH RECEPTION WAITING AHU #6 (3.5 TONS) ■ 1 AHU#1 22X1 S A (3.5 TONS) i� I�6 MVD 1 "CD— FROM AHU # �T NEW WALL MNT. PROGRAMABLE THERMOSTAT. TYPICAL. EXIST'G 18X10 AC DUCT WORK TO BE CUT & CAPPED © THIS POINT. FIELD VERIFY LOCATION. RECEPTION OFFICE LOUNGE BILLING WAITING 22X10 (E) 22X11 S A 0/A 1 N I 130 CFM CORRIDOR 1 w 0 / F / FROM AHU BATH 1 "CD FROM AHU 0 CORRIDOR 2 t 100 CFM MVD /RD 1 120 1 CFM TYPICAL BALANCING DAMPER. AHU #2 (3.5 TONS) #2( \_6X6 0/A EW } CLG. HUNG AHU #2, (3..JTONS), ATTACHED TO EXIST'G 22X10 DUCT WORK FOR THIS AREA. SET MVD © 120 CFM. CORRIDOR EXAM EXAM CLO CLO z i , 0 0 CLO 1 /EXAM WAITING EF x 0 IR la ►r 24X20 CLG, MNTD, LOUVERED R/A GRILLE. FIELD VERIFY EXACT LOCATION. LAB CLO 10X10 (E) BD UNISEX AMEM NEW 22X10 AC DUCT WORK TO BE p ‘I ATTACHED TO EXISTING 22X10 A DUCT © THIS POI T. FIELD VERIFY LOCATION. CLO 4 6X6 CD —50 CFM 1 "CD — BATH FROM AHU 4"0 2X10 2'X2', LOUVERED R/A GRIILE. CORRIDOR EXIST'G 19'X16' WALL F.A. INTAKE TO REMAIN. FIELD \ VERIFY. T 2 U #7 .5 TONS) CLO EXIST'G AC DUCT WORK, AC DISTRIBUTION & RETURN AIR BEYON THIS POINT TO REMAIN AS. FIELD VERIFY LOCATION. BATH 19X10 0/A (E) NEW CLG. HUNG AHU #5, (3.0 TONS), ATTACHED TO EXIST'G 18X10 DUCT WORK FOR THIS AREA. SET MVD © 120 CFM. EXIST'G AC DUCT WORK, AC DISTRIBUTION & RETURN AIR BEYON THIS POINT TO REMAIN AS. FIELD VERIFY LOCATION. 66X34 WALL ACCESS, 1 HR FIRE RATED PANEL ABOVE CEILING. TYPICAL. EF NEW 18X10 AC DUCT WORK TO :E ATTACHED TO E TING 18X10 AC DUCT © S POINT. FIELD VERIFY LOCATION. ADMINISTRATION 11 1 /2 "CD PI BD r. N 0 Lo x FO AREA MVD 65 CFM. L 24X18 CLG, MNTD, LOUVERED R/A GRILLE. FIELD VERIFY EXACT LOCATION. "CD 10X6 0 EXAM OFFICE ADMINISTRATION EXAM LOUNGE JAN. EW CLG. HUNG U #7, (1.5 TONS) COMMON EXIST'G 19X10 — AC 0/A DUCT WORK TO BE CUT & CAPPED © THIS POINT. FIELD VERIFY LOCATION. WAITING NEW REF. PIPES a te- CLG. SPACE IEXIST'G 22X10 dAC DUCT WORK 70 BE CUT & (CAPPED © THIS [POINT. FIELD IFY ILOC ON. 0 X 01 NEW REF. PI DES © CLG. SPACE 0 0 rn 8 6 "0 © 14X6 ° 100 CFM X — rn L 0 X CO 7 14X12 (E 0 a N N ELECTRICAL UTILITY EXIST'G 14X12 AC DUCT WORK TO BE CUT & CAPPED © THIS POINT. FIELD VERIFY LOCATION. (2) CEILING MNTD. EXHAUST FAN & GRILLE NUTONE QT -80, 80 CFM, 120 V, W/4 "0 EXH. DUCT UO TO CLG. EXAM X \ / AHU #3 (3.0 TONS) 1 "CD FROM AHU RD RD • 1 "CD FILES FROM AHU RECEPTION I � ( 1 24X18 CLG, MN D, LOUVERED R/A I'ILLE. FIELD VERIFY EXA LOCATION. NEW S/A DIFF. & FLEX TO BE ATTACHED TO EXISTING AC DUCT WORK. FIELD VERIFY. CORRIDOR CLO CEILING MOUNT, LOUVERED TYPE R/A GRILLE AS SIZED ON PLAN (TITUS OR EQ.) TYPICAL NEW BALANCING DAMPER TYPICAL RADIATION DAMPER MVD TYPICAL NEW MANUAL VOLUME DAMPER WAITING NEW REF. PIPES © CLG. SPACE 6 "0 NEW CLG. HUNG AHU #3, (3.0 TONS), ATTACHED TO EXIST'G 22X10 DUCT WORK FOR THIS AREA. SET MVD © 120 CFM. 2'X2' PERFORATED T —BAR MOUNT TYPE S/A DIFFUSER (TITUS OR EQ.) NOTE: ALL ITEMS AND SYSTEMS ARE NEW EXCEPT WHERE SPECIFICALLY OTHERWISE INDICATED OR ASSOCIATED WITH THE FOLLOWING NOMENCLATURE: EXAM E R NEW 17X12 AC DUCT WORK TO BE ATTACHED TO EXISTING 17X12 AC DUCT © THIS POINT. FIELD VERIFY LOCATION. CORRIDOR OFFICE BATH FILES EXAM HVAC Legend CORRIDOR NEW 14X12 AC DUCT WORK TO BE ATTACHED TO EXISTING 14X12 AC DUCT © THIS POINT. FIELD VERIFY LOCATION. TYPICAL RADIATION DAMPER. NEW/CLG. HUNG AHU #4, (2.5 TONS), ATTACHED TO EXIST'G 14X12 DUCT WORK FOR THIS AREA. SET MVD © 120 CFM. NEW RE PIPES © CLG. SPACE 0 F EXAM DENOTES EXISTING TO REMAIN DENOTES RELOCATED J EXAM EXIST'G AC DUCT WORK, AC STRIBUTION & RETURN AIR B= •N THIS POINT TO REM N AS. FIELD VERIFY LOCA ON. 6 "0 EXH. OFFICE NEW REF. PIPES © CLG. SPACE 24X18 CLG, MNTD, LOUVERED R/A GRILLE. FIELD VERIFY EXACT LOCATION. EXIST'G 17X12 AC DUCT WORK TO BE CUT & CAPPED © THIS POINT. FIELD VERIFY LOCATION. LAB CLO BATH 2 "CD © 1/4"/FT. © CLG. EXIST'G AC DUCT WORK, AC DISTRIBUTION & RETURN AIR BEYON THIS POINT TO REMAIN AS. FIELD VERIFY LOCATION. BCD © 1 /4 " /FT. © CLG. \\ EXAM TYPICAL NEW WALL MOUNT PROGRAMABLE T'STAT L TYPICAL CEILING MOUNT EXHAUST FAN BD AS SIZED ON PLAN. EXIST'G AC DUCT WORK, TO REMAIN. NEW FIBER GLASS AC DUCT WORK AS SIZED ON PLAN. NEW FLEXIBLE DUCT AS SIZED ON PLAN TYPICAL PAD MOUNT CU, :OVE FLOOD LEVEL. SEE SH . T M -2 FOR TIE DOWN DETAI S. MIN. 12" # 24 "0 COND. DRYWELL MIN. 2' 24 "0 COND. DRYWELL 2 "CD PIPE DOWN IN WALL 2 "CD PIPE DOWN IN WALL SERVICE SIDE TYPICAL. NEW 10X10 WALL, LOUVERED EXH. GRILLE. FIELD VERIFY LOCATION. R ENERGY SCIENCES INC CONSULTING ENGINEERS ESHER ANDIROGLU, P. E. MECH. /ELEC. - 442454 2821 DOUGLAS RO /EARL FL 331337 (305) 440 -8528 w = VIS CO CO CO a z OG 00 c�ii c Q 0 z w Z LL-1 CT) O In .0 w 0 0 1- w JOB NO DATE DRAWN BY: APPROVED: 03 -07 8/31/04 OTF EA O \S SHEET OF 2 V -1 AIR CUNDITIINING UNIT SCHEDULE UNIT NO. SEER WEIGHT(L8) MANUF. MOD. (POSITION OF MOUNTING) UNIT N0. CU.MODEL(CARRIER) C.U. WEIGHT(LB) TOTAL CAP. BTU /HR SENSIBLE CAP BTU /HR EVAPORATOR AIR FLOW C OI. RLA OU T D OOR FAN FLA BLOW COIL FLA HP HEAT (W y ph 0 REF. TYPE & PIPING COND. UNIT y p 0 CFM S.P. IN AHU# 1, 2 & CARRIER CU #1, 2& YES DEMISING WALLS FIR TED ROO/ CEI RA ASSE F FLOOR MOLYY NO 2.4 8 R 22 240 6. F 6 40,000 27,500 1,400 0.2 20.0 1.1 240 V :1 1/8" 1 12.0 VERTICAL) (VERTICAL) 38TRA042 1 / 2 50 L:3/8" 40 137 LB. 210 LB. AHU # 3 & 5 CARRIER CU # 3 Sc 5. 2 7 6 210 R 22 240 FA4ANFO36 381RA036 32,400 22,200 1,150 0.4 17.9 1.1 VAP. 7 1 12.0 (VERTICAL) 1/3 LIQ. 3/8" 40 118 LB. 200 LB. 35 AHU # 4. CARRIER CU # 4. 2 R 22 240 FA4ANF030 2 4 (VERTICAL) 27,300 18,800 1,000 0 . 2 15.0 0.5 1 V :7/8" 1 12.0 38TRA030 1 / 4 30 L:3/8" 30 117 LB. 200 LB. AHU # 7. CARRIER CU # 7. 1.5 NONE R 22 240 12.0 FA4ANF018 (VERTICAL) 38TRA018 16,800 11,200 600 0.2 10.0 0.5 1/10 V :3/4" L:3/8" 1 20 92 LB. 143 LB. OUTDOOR CONDITIONS: INDOOR CONDITIONS: 91F DB, 79FWB V - VOLTS 74'F DB, RELATIVE HUMIDITY = 50% ph - NUMBER OF PHASES 0 - FUSE AMPS H.V.A.C. DESIGN SCHEDULE. HVAC DESIGN REQUIRES: YES NO REMARKS DUCT SMOKE DETECTOR(S) NO NON REQUIRED FIRE DAMPER(S) NO SMOKE DAMPER(S) NO FIRE RATED PARTITION YES DEMISING WALLS FIR TED ROO/ CEI RA ASSE F FLOOR MOLYY NO FIRE STOPPING YES PENET. THRU RTED PART. SMOKE CONTROL NO SUPPLY DUCT 1" GALV STRAP ANGLE UNDER DUCT SHEET LEAD FLASHING MOP IN WTM ROOFING MATERIAL PLASTIC OR METAL BUSHINGS CLINCH EDGES 1/4"- GALV. BAR TO BRANCH DUCT GALV. STEEL ROD SET SCREW SPACER REQ'D. ON INSULATED DUCTS FLEXIBLE DUCT BOLT, TYP. VENT PIPE AS SIZED 24 GA FIN. CLG. DUCT HANGING DETAIL NTS 1 I� GE GALV. METAL 12" MIN. TYP. DETAIL OF 90" DUCT TAP WITH DAMPER BLADE TERMINATE VENT. W /RAIN CAP ROOFING EXHAUST PIPE THRU ROOF DETAIL N.T.S. DUCT CONNECTION DETAILS N.T.S. STRUCTURE 1 - 1/2" GALV. STRAP W /INSULATION SADDLE UNDER DUCT (TYP.) \\__ ROOF CONSTRUCTION SLEEVE ROOF CONSTRUCTION AS REQUIRED TURNING VANES W /S.M. SCREW FASTERNERS IN DUCTS 8 0.C. OR LARGER FLEXMASTER SPIN -IN DAMPER AND EXTRACTOR SCOOP FITTING MODEL NO. OBOE FOR FlBEROUS GLASS DUCT BOARD. TRUNK DUCT JOIN FLEX DUCT TO SPIN - IN FITTING IN ACCORD TO MFGR. INSTALL INSTRUCT. USE SEALER AND BANDING DEVICE. 18 GAGE GALV. SHEET STEEL DAMPER BLADE: FULL HEIGHT OF MAIN DUCT. DOUBLE BEND LEADING EDGE OF DAMPER BLADE FLOW RETURN AIR DUCT • BEARING THE UL CLASSIFICATION MARKING. BAR JOIST STRUCTURAL SUPPORT SYSTEM. 7 A /A I V, 111 AHU - CONTRACTOR TO INSURE ADEQUATE CLEARANCE BETWEEN THREADED RODS AND UNIT TO ALLOW FOR ROUTINE MAINTENANCE PROVIDE 3/8" DIAMETER THREADED ROD WITH WASHERS AND DOUBLE NUTS AT EACH END. ROUTE ROD FROM CHANNEL BELOW UNIT UP THRU BOTTOM CORD 1OF BAR JOIST. PROVIDE CD DRAIN TRAP WITH A MINIMUM OF 2" WATERSEAL PROVIDE 2" STEEL CHANNELS SPANNING BETWEEN THREADED RODS TO SUPPORT AHU AND SAFEPAN. PROVIDE ISOMODE PADS UNDER AHU AT FOUR CORNERS. NOTE: PROVIDE P FLOAT SWITCH I SECONDARY DRAIN PAN, INTERCONNECTED W /AH START /STOP CONTROLS. FLOAT SWITCH IS TO SHUT DOWN AHU, WHENEVER WATER LEVEL IN DRAIN PAN RAISES TO 1/2' BELOW TH\ RIM OF PAN. (PER F.B.C. SECTION 307.2.4 CRITERIA) AHU MOUNTING DETAIL NTS 3/8" BOLT, NUT & STAR WASHER 1 1/2" X 26 GA. METAL STRAPS FOR FLEX DUCTS FLEXIBLE DUCT HANGER NTS Section 'A' System No. WL5054 F RATING- 1 & 2 HOUR T RATING- 1 HOUR NEOPRENE & SPRING HANGER SUPPLY AIR DUCT SLOPE CD 1/8 P'ER FOOT SLOPE SAFEPAN DRAIN TO AN OBSERVABLE POINTT THREADED NIPPLE SOLDERED INTO 2" HIGH GALVANIZED METAL SAFEPAN. SLOPE SAFEPAN T(0 DRAIN BY 1/2" MIN. 1. WALL ASSEMBLY - THE 1 OR 2 HOUR FIRE -RATED GYPSUM WALLBOARD/ STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS- WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD) STUDS TO CONSIST OF NOM 2 "x4" LUMBER SPACED 16" O.C. W/ NOM 2"x4" LUMBER END PLATES AND CROSS BRACES . STEEL STUDS TO BE MIN 3 -5/8" WIDE AND SPACED MAX 24" 0.C. B. WALLBOARD, GYPSUM*- 5/8" THICK, 4 FT. WIDE W/ SQUARE OR TAPERED EDGES. THE GYPSUM WALL880ARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED) IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAMETER OF• OPENING IS 6 - 1/2' THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TFI THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. THROUGH PENETRANT- ONE METALLIC PIPE OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. PIPE OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDEES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES OR TUBING MAY BE USED: A. STEEL PIPE- NOM 4" DIAMETER (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE. B. IRON PIPE- NOM 4" DIAMETER (OR SMALLER) CAST OR DUCTILE IRON PIPE. C. COPPER TUBING- NOM 4" DIAMETER (OR SMALLER) TYPE 'L' (OR HEAVIER) COPPER TUBING. D. COPPER PIPE- NOM 4" DIAMETER (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. 3. TUBE INSULATION- PLASTICS + - NOM 3/4' THICK ACRYLONITRILE BUTADIENE/ POLYVINYL CHLORIDE (A3//PVC) FLEXIBLE FOAM FURNISHED IN THE FORM OF TUBING. THE WNNULAR SPACE BETWEEN PENETRATING ITEM d& PERIPHERY OF OPENING SHALL BE MIN 0" (POINT CONTACT) TO MAX 7/8" SEE PLASTICS + (QMFZ2) CATEGORY IN THE RECOGNIZED COMPONENT DIRECTORY OF NAMES FOR MANUFACTURERS. ANY RECOGNIZED COMPONENT TUBE INSULATION MATERIAL MEETING THE ABOVE SPECIFICATIONS AND HAVING A UL 94 FLAMMABILITY CLASSIFICATION KOF 94 -5VA MAY BE USED 4. FILL, VOID, OR CAVITY MATERIAL*- SEALANT- MIN 5/8" THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. ADDITIONAL FILL MATERIAL TO BE INSTALLED SUCH THAT A MIN. 1/4" THICK CROWN IS FORMED AROUND THE PENETRATING ITEM AND LAPPING 1/4" BEYOND THE PERIPHERY OF THE OPENING. SPECIFIED TECHNOLOGIES INC.- SPECSEAL 100, 101, OR 105 SEALANT CONDENSING UNIT SECURE TO FRAMEWORK TO WITHSTAND 150 MPH WINDS 6 "CONCRETE PAD 111 III -III III II COND. UNIT NOTE: PROVIDE 2' -0" MIN. CLEARENCE AROUND 3 SIDES OF UNIT. FLAT STRAPS NOTE: DESIGNED AND INSTALLED TO RESIST WIND PRESSURES DETERMINED IN ACCORDANCE WITH F.B.0 M 301.13 AND BUILDING 1619.2. CONTRACTOR SHALL PROVIDED SHOP DWG WITH INSTALLATION DETAILS. PAD MOUNTED COND. UNIT DETAIL �✓ NTS OUTSIDE AIR INTAKE CALCULATIONS PER ASHRAE: OCCUPANCY OF SPACE SERVED BY NEW AHU #1, 2, 3, 4, 5, & 6 : 6 PEOPLE (EACH). 20 CFM / PERSON OF 0/A INTAKE REQUIRED 20 CFM / PERSON X 6 PEOPLE = 120 CFM SET NEW MANUAL VOLUME DAMPER IN NEW AHU AT 120 CFM (EACH). AREA SERVED BY NEW AHU # : 640 S.F. 0.1 CFM / S.F. OF 0/A INTAKE REQUIRED 0.1 CFM / S.F. X 640 S.F. = 65 CFM SET NEW MANUAL VOLUME DAMPER IN NEW AHU #7'AT 65 CFM. TOTAL 0/A INTAKE IN SPACE 785 CFM. 2 -16 GA. X 1 1/2" FLAT STRAPS DRAWN TIGHT AND ATTACHED TO CONCRETE PAD W/1/4"0 X 2 1/41_ CONCRETE SCREWS /GRUMMETS. SCREW TYPE. TYPICAL EACH SIDE. H.V.A.C. NOTES 1. ALL WORK SHALL BE AS PER F.B.C. AND NFPA 2. ALL DUCT WORK SHOWN AS DASHED LINES ARE EXISTING, BUILDING STANDARD TYPE DUCTS, AND ARE TO REMAIN. PATCH AND REPAIR AS NECESSARY. ALL NEW AIR CONDITIONING DUCTS SHOWN AS CONTINUOUS LINES, SHALL BE RIGID FIBERGLASS 1.5" THICK (R -6), ALL NEW BATHROOM AND OUT SIDE AIR DUCTS SHALL BE 26 GA. GALV. METAL WITHOUT INSULATION. 3. DUCT WORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS & ACCORDING TO ASHRAE & SMACNA STANDARDS AND IN COMPLIANCE WITH UL 181. 4. DUCT DIMENSIONS ARE IN INCHES AND CORRESPOND TO INSIDE DIMENSIONS WIDTH x HEIGHT. DUCT SYSTEM SHALL COMPLY WITH NFPA STD. NO. 90A AND /OR 908. DUCTWORK AND MATERIALS SHALL BE CLASS 1 MATERIALS IN ACCORDANCE WITH U.L. 181 TESTS. 5. COORDINATE LOCATIONS, SIZES & OPENINGS W /OTHER TRADES ON THE JOB. A/C CONTRACTOR SHALL PROVIDE THE COMPLETE DUCT SYSTEM W /TURNING VANES AT ALL ELBOWS. AND DAMPERS AS REQUIRED. A/C CONTRACTOR SHALL USE THE BEST PRACTICES OF THE TRADE IN THE FABRICATION AND INSTALLATION OF THE SYSTEM. 6. ALL SUPPLY AIR AND RETURN AIR GRILLES /DIFFUSERS LOCATED IN 2'X2' GRID SHALL BE PERFORETED AND LOCATED AND BALANCED IN ORDER THAT THEY DELIVER THE REQUIRED CFM TO THE ENTIRE ROOM EVENLY & DRAFT FREE TO MAINTAIN THE FOLLOWING DESIGN CONDITIONS: INSIDE OUTSIDE COOLING - 76 DB 90 DB - 79 WB HEATING - 72 DB 45 - DB RELATIVE HUMIDITY 50% TO 60% 7. ALL TEMPERATURE CONTROLS SHALL BE DIGITAL PROGRAMMABLE THERMOSTAT MOUNTED WHERE SHOWN ON PLANS, AT 5' -0" A.F.F. 8. ALL NEW GRILLES AND DIFFUSERS TO BE ALUMINUM CONSTRUCTION. DIFFUSERS SHALL HAVE HIDDEN OPPOSED BLADE DAMPERS. PROVIDE GASKETS ON ALL GRILLES & DIFFUSERS. 9. COORDINATE EXACT LOCATION OF GRILLES AND DIFFUSERS WITH OWNER OR ARCHITECT PRIOR TO ROUGH -IN. 10. CONTRACTOR SHALL FIELD VERIFY /COORDINATE ALL CONDITIONS AND PARAMETERS W /OTHER TRADES INVOLVED W /THE PROJECT. 11. REFRIGERANT PIPING (SUCTION) SHALL BE INSULATED WITH MINIMUM 3/4" THICK ARMAFLEX INSULATION. 12. ALL AIR HANDLING UNITS SHALL BE INSTALLED WITH CLEARANCE SPECIFIED BY THE MANUFACTURER. 13. ALL SYSTEMS, DEVICES, AND EQUIPMENT IDENTIFIED AS EXISTING ON PLANS SHALL BE FIELD VERIFIED PRIOR TO PROCEEDING WITH THE WORK; ANY DEVIATION FROM THE CONDITIONS STATED AS EXIST. SHALL BE REPORTED TO THE PRJECT ARCH. /ENGINEER FOR FURTHER EVALUATION. 14. ALL FLEXIBLE S/A DUCTS SHALL BE FULL CIRCLE INTO CANS. 15. FIELD VERIFY /COORDINATE EXACT ROUTING; OF ALL REFRIGERANT PIPING FOR EACH HVAC SYSTEM. 16. UPON COMPLETION OF CONSTRUCTION, PRIOR TO THE DEUVERY OF THE HVAC SYSTEMS, ALL AIR HANDLING UNITS (COILS AND FAN SECTION) WILL BE CLEANED. ESI ENERGY SCIENCES INC CONSULTING ENGINEERS ESHER ANDIROGLU, P.E. MECH. /ELEC. - #42454 2821 DOUGLAS MIAML FL (305) 44d•.6828 W •' 0 1-- U CI) F EEEMEM O LC) ::;ii!=: ,1) LLJ 1 R w • JOB NO: DATE DRAWN BY: APPROVED: 03-07 8/31/04 OTF EA EVISIO \S SHEET OF 2 V -2 OFFICE EXAM EXAM EXAM CONFERENCE OFFICE WAITING O EXAM CORRIDOR CORRIDOR J BATH DOMESTIC WATER SERVICE AND ITS' ASSOCIATED METER / BACKFLOW PREVENTOR ARE EXISTING AT SITE AND TO REMAIN AS IS. NOTE: SCOPE OF NEW PLUMBING WORK IS LIMITED TO COMMON AREA UNISEX BATH ROOM RENOVATION ONLY. ALL OTHER SPACE ARE EXISTING TO REMAIN AS IS. BATH PARTIAL PLUMBING PLAN SCALE: 1/4" = 1' -0" RECEPTION WAITING RECEPTION OFFICE LOUNGE BILLING WAITI NG BATH CORRIDOR 2 PROVIDE A NEW 3" FD W/ 1/2 "PRIM, AT OLD LOCATION OF RELOCATED WC. RECONNECT TO EXIST, SAN. BRANCH CONNECT NEW 3 "SAN BRANCH FOR WC TO EXIST. 4 "SAN. AS SHOWN. NEW 1 /2 "CW TO WC EXIST. 4 "SAN. PIPE ® 1 /8 " /FT. TO REMAIN AS IS. FIELD VERIFY. CORRIDOR EXAM EXAM CORRIDOR 1 EXAM CLO CLO CLO 1 RECEPTION L LAB CLO BATH WAITING EXTEND NEW 1 /2 "CW BRANCH TO) NEW WC LOCATION. WC 31 "FD LA" 4FU /)" 56FU 1FU UNISEX BATH CLO CORRI[DOR BATH E:XI 2" SAN. 4 " /FT. — 4FU EXISTING 4 "SAN. ©1 /8' /FT. 13 FU TOTAL CLO EXIST. DF 1 FU r OFFICE ADMINISTRATION EXIST. J.SK. 2FU ADMINISTRATION EXIST. 3 /4 "CW,1 /2 "HW PIPES AT CEILING & DOWN IN WALL W/ 1 /2 "CW,HW TO EXISTING J.SK. & NEW LAV AND 1 /2 "CW TO EXIST. DF. FIELD VERIFY - --5 EXIST. 2'VTR JAN. _EXISTING 2 "SAN. STACK AT EXIST. J.SK. Sc DF LOCATION. CONNECT NEW LAV. TO EXIST. STACK FIELD COORDINATE. WAITING EXAM EXAM LOUNGE J 0 0 0 0 0 ELECTRICAL UTILITY EXAM EXIST. 3 /4 "CW & 1 /2 "HW PIPES TO / FROM EXISTING WATER HEATER TO REMAIN. FIELD VERIFY. FILES RECEPTION WAITING CORRIDOR CLO BATH OFFICE PIPING LEGEND NOTE: ALL EXISTING PLUMBING FIXTURES AT RENOVATED COMMON AREA BATH ROOMS SHALL BE ELIMINATED TOGETHER W /ALL ASSOCIATED BRANCH PIPING, UNLESS NOTED OTHERWISE. ALL FIXTURES AT PROPOSED NEW UNISEX BATH ROOM WILL BE NEW. EXAM FILES EXAM CORRIDOR EXAM EXISTING SANITARY PIPING NEW SANITARY PIPE DOMESTIC CW PIPE DOMESTIC HW PIPE CORRIDOR L___ EXAM OFFICE EXAM LAB BATH CLO r r - -- .JJ • • • • • . JOB Na 03 -07 DATE: 8/31/04 DRAWN BY: EA APPROVED: EA R v 1 � 0 U O E W ESI ENERGY SCIENCES INC CONSULTING ENGINEERS ESHER ANDIROGLU, P.E. MECH. /ELEC. — 142454 2821 DOUGLAS RO MIAML FL 33133 (305) 448 -8828 C) M z � o O _ U � 00 v) _� 1 O U U w E _ 9 z d •• z 1 E VISIONS SHEET OF 2 P -1 FLOOR -TYPE WALL -TYPE THREADED C,❑, PLUG • v4 . am 4VJ.1.t ADJUSTABLE COLLAR STAINLESS STEEL COVER SCREWED TO THREADED C.O. PLUG FACE OF WALL TYPICAL CLEA \OUT DETAILS N,T,S. EXIST. 4 "SAN. ® 1 /8 " /FT. TO REMAIN AS IS NEW 3 "SAN.® 1 /8 " /FT. -4FU TO BE TIED TO EXIST. 4 "SAN.PIPE AT THIS LOCATION. 1/2" 1/2 " WC 4FU - EXIST. 4 "SAN.© 1 /8 " /FT, 13 FU TOTAL EXIST. 1/2" 'EXIST. 3/4" CONNECT NEW 1/2" CW,HW BRANCHES FOR NEW LAV. TO EXIST. CW,HW PIPES IN WALL AS SHOWN. ,J EXIST. 2"VTR EXIST. 2"V 2"i 1 � E XIST. CO LEXISTING 2 "SAN.® 1/41-"/FT.-4FU NEW LAV -1 FU 1 1/2" 1 1/4" EXIST. DF -1 FU 2" PARTIAL SAN. RISE-= DIAL. N SCALE: NTS CONNECT NEW 1 /2 "(CW r BRANCH FOR WC TO: EXISTING CW PIPE AT CLG. AT POINT. FIELD VERIFY.. SOV��.� N PARTIAL DOM. WTR. RISER DIAL. SCALE: NTS NEW 3 "FD W/ 1/2 "PRIM. 5 FU, TO BE CONNECTED TO EXIST. 3 "SAN. BRANCH AT LOCATION OF ELIMINATED WC. HELD VERIFY. EXIST. J.SK, 2FU EXISTING 3 /4 "CW, & 1 /2 "HW PIPES TO /FROM EXIST. W/H TO REMAIN AS IS. Plumbing Notes 1 ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE 'FLORIDA BUILDING CODE', CHAPTER 29, LOCAL ORDINANCE AND IN COMPLIANCE WITH 'FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION. 2. CONTRACTOR TO VERIFY AT SITE LOCATION THE ELEVATION AND SIZE OF EXISTING WATER AND SEWER MAINS FOR CONNECTION OF NEW SERVICES BEFORE INSTALLATION OF ANY PIPING. 3. UNDERGROUND METAL PIPING SHALL BE PROTECTED WITH COAT OF BITUMIN ❑US COMPOUND ('BITUSMATIC' OR EQUAL) BEFORE COVERING, 4, PR ❑VIDE SHUT -OFF AND VACUUM BREAKER TO ALL HOSE BIBBS AND FAUCETS WITH HOSE -END CONNECTI ❑N, 5, ALL FIXTURES SHALL BE PROTECTED AGAINST WATER HAMMER WITH AIR CHAMBERS OR SHOCK ABSORBERS. 6, PLUMBING FIXTURES SHALL BE 'AMERICAN STANDARD' OR APPROVED EQUAL ALL FIXTURE TRIM SHALL BE CHROME PLATED, FIXTURES SHALL BE PROVIDED WITH SUPPORTS, HANGERS, ETC. 7. WASTE LINES SHALL SLOPE 1/8' PER FOOT, UNLESS OTHERWISE NOTED. 8. PROVIDE FULLY ACCESSIBLE CLEANOUTS ON SANITARY AND ANY WASTE PIPING AT EVERY CHANGE OF DIRECTI ❑N AND AT BOTTOM OF STACKS CLEAN OUT LOCATION AND SIZES ON HORIZONTAL LINES SHALL BE ACCORDING TO CODE, 9. VENT LINES SHALL EXTEND 6' MIN. ABOVE ROOF AND FLASHED WITH LEAD OR CONNECTED TO EXISTING VENT LINES 10, ALL FLOOR DRAINS SHALL HAVE TRAP PRIMERS TO PROTECT THE SEAL OF THE TRAP. 11. PROVIDE CONTROL VALVES TO ALL MAINS ENTERING THE BUILDING, RISERS, BRANCHES, GROUPS OF FIXTURES, AND TO EACH PIECE OF EQUIPMENT. Piping Materials 1. SANITARY WASTE, VENT AND STORM DRAIN' BELOW GR ❑UND:POLYVINYL CHL ❑RIDE (PVC) PIPE & FITTINGS (SCHEDULE 40). MATERIAL SHALT_ COMPLY WITH D -1784, TYPE 1, GRADE 1 COMPOUND, PIPE SHALL COMPLY WITH ASTM D -1785. FITTINGS SHALL COMPLY WITH ASTM D -2467 SOCKET TYPE, SOLVENT CEMENT SHALL COMPLY WITH D -2564. ABOVE GROUND: 'CAST IRON', SOIL PIPE, 'HUBLESS', ACCORDING TO CISPI- 301 -78, ASTM A -74, WITH STAINLESS STEEL SHIELD AND CLAMPS OVER NEOPRENE SEALING SLEEVE a CONDENSATE DRAINS FROM AIR CONDITIONING UNITS; 'PVC' SCHEDULE 40 PIPE & FITTINGS. 3, DOMESTIC WATER ABOVE GROUND TYPE L COPPER PIPE WITH WROUGHT COPPER SOLDERED JOINT FITTINGS. TYPE K COPPER BELOW GROUND PIPE ACCORDING TO ASTM B - 42, TUBE ACCORDING TO ASTM B -88, ALTERNATE FOR UNDERGROUND PIPE: CAST IRON WATER PIPE ACCORDING TO ANSI A 21,6 STEEL PIPE (SCHEDULE 40, GALVANIZED) ACCORDING TO ASTM Al20 -68. 4, ALL CONTROL VALVES FOR DOMESTIC WATER SHALL BE CAST BRASS OR B - 88 BRONZE GATE VALVES. 5. PR ❑VIDE DIELECTRIC FITTINGS FOR JOINING DISSIMILAR METALS. Domestic Water Piping 1, PIPE HANGERS AND SUPPORTS; PROVIDE ADJUSTABLE HANGERS, INSERTS BRACKETS, ROLLS, CLAMPS AND SUPPLEMENTARY STEEL AS REQUIRED FOR PROPER SUPPORT OF PIPE LINES. HANGERS SHALL ALLOW FOR EXPANSION AND CONTRACTI ❑N OF PIPE LINES AND COVERING TO RUN CONTINUOUSLY THROUGH HANGERS. 2. SPACING AND SIZES A. HORIZONTAL CARBON STEEL PIPE PIPE SIZE ROD DIAMETER UP TO 1 -1/4' 3/8' 1 -1/2' & 2' 3/8' B. HORIZONTAL COPPER PIPING PIPE SIZE ROD DIAMETER UP TO 1' 3/8' 1 -1/4' & 1 -1/2' 3/8' 2' 3/8' WATER HAMMER1 A WATER- HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK -CL ❑SING VALVES ARE UTILIZED, UNLESS OTHERWISE APPROVED. WATER- HAMMER ARRESTORS SHALL CONFORM TO ASSE 1010 ACCESS SHALL BE PR❑VIEDED TO WATER- HAMMER ARRESTORS, MAXIMUM SPACING MAXIMUM SPACING • 6 f , co co 0 °o o KSI ENERGY SCIENCES INC CONSULTING ENGINEERS ESHER ANDIROGLU, P.E. MECH. /ELEC. — #42454 2821 DOUGLAS ROAD MIAMI FL 93199 (305) 448 -8826 Cu: co r) M CO) Z zO U � u_ JOB NO_ 03 -01 DATE: 8/31/04 DRAWN BY: EA APPROVED: EA RifVISIO \S SHEET OF 2 P -2 { _ ____,___;1 A Fi : � ' C K 1 ' , T E C � :T S ;� N "_64 1 f L £» E C 'C re DATEYJ�a� RA1MN N.. Z', Ct1EGsc>EO a, APPJR0%/Ep rd'I�.E .NO: F EET NO CpNTR4GT�p(4 sI'►L.L WfRWeti ..ALL 1 n ' • • AT • r �wFOPt�'_ pRQ Ep W tx K; `i� "� r2 � ^ V 1 ^ V i n T' rt •� "t " ".. C 8 8U1 LDIN G E, B.AXTEf r ! 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MA ■ G b.K ''FiG 17v.: U5 PFi;h: Df:.Fi;Qw( KOOF AurA, U." <> K "pVr `\ • . t 7'iGALIe CONTRACTOR . SMALL Y6R1FY ALL DIMENSIONS AT SITE BE :,PROCEEDING WITH WORK. •. PR O:FES'SION'AL OFF ICE ` " BO I LO IN G • f DR. R A: L. P 4H E. ' B AX T E- LOTS 1 A N'0... 2.' ..O L O AC 'K•.: a& '0 14 IA M 1 , SI+ORU : S E CT I O N. "4"1/40. .. I O 0 WEED • RUSSELL '- ,JOL-iNSON• . ASSOCIATE'S 550 5RICKELI. AVENUE • - -MIAMI, FLORI'IDA A R C H I T E C T S ' . ' E N G L N E E R ` S n ,r11 r- - } 1 JJ .�c�yb� y , .I 5 A.a ': 1