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HomeMy WebLinkAboutSLC Civic Center 03-058I] INDD O DF�AWINGS _CTURf�E i�,CC r�,CCESSiBILITY DET��I i�� 2 DDFMOLI:TION PLi��N i�, 3 W�,LKWi��Y PL = N SOUTH P � h' I � LOT PLC, i�a � BUIL-_DDINU F''Ln GRO ND ELOC RI /+� S BUILDDING PLC N SECOO D ELOOR /�� 6 FL_ OGOR ' L :� GROUND FL OR UTILITIE- \DD DfTlO /�� ;' FLOOR. 'L ��N S fCOOND EL OOR WEST ��.DDITION �> :: FLOOR. Pti�` E OND FL OOR Ei� ST i�DDITlO ��� �• :UILDI G FLE ��TIO �,ND Ti��lt i�\ 1© REFLECT =DD CEILi G PL/�� RO ND FLOOR UTILITIES ��DDDITION i;� 1 RC—FLE TED FILING P /� ECOOND FLOG R WEST /�DDI ION f•� 12 REFLECTED CEI ING F'L SECOND FLOOR Ei��ST n,DDI ION. /�� 13 REFLECTED CEILING: PL/N GROUND FLOOR E� ST /�� 1� ROOF PL/�;N �aND .EF E TFD EILINPLi�N �� 1 SECTIOON� l�ND DD Ti�,IL� �a 16 SEC-1-IONS ��,ND DET �;IL �\ 1 SECTIONS i,ND DDETt,iLE i�ti 19 SECTIOONS i;ND DDE7�,ILS �� 20 SECTIONS 1�, D DD ET�ILS ��, 21 DOOOR, WINDO �� 'D FINISH CHEDUL i��ND DDET�,IL_ f_; 2_� DOO' i�ND WINDROW DET �,IL INTERIORS 1 INTERIORS PLAN GROUND FLOOR UTILITIES DEPARTMENT I INTERIORS PLAN SECOND FLOOR WEST ADDITION ION I- INTERIORS PL f - SECOND FLOOR EAST ADDITION 4 INTERIOR ELEVATIONS AND DETAILS LIFE SAFETY LS 1 GROUND FLOOR LIFE SAFETY PLAN LS 2 SECOND FLOOR LIFE SAFETY PLAN STRUCTURAL S 1 STRUCTURAL NOTES AND TYPICAL DETAILS S 2 FOUNDATION PLAN S 3 SECOND FLOOR FRAMING PLAN S 4 ROOF FRAMING PLAN S 5 SECTIONS S 6 SECTIONS CIVIL ENGINEER CONSULTING CIVIL ENGINEERS, SURVEYORS & MAPPERS "Partners For Results, MFM PIC. Value By Design" 2222Colonial Road, Sui e 201, Fort Pierce, Florida 34950 (772) 461-24�50 Fax: (772) 465-1225 BPR & FBPE License No: 959 www.lbfh.com AR H,11T ARCHITIECTS 65 Royal Palm Pointe, Suite D, Vero Beach, Florida 32960 Phone: (772) 569-4320 AR# AA0000886 :. ,•,; a „�+.�q '. � }.,.sue, i:'ri"^..t.S�.. �w � iM,.._ fi':F: �"s,":4& .z�i�w� s sy?�'s %` � s`",'` r: .x, , r � x EtTI ti J[ � INS �CF IAr'3LII��N --.-• _. 2011 S. 25th Street, Suite 211 (772) 466-3773 Fort Pierce, FI 34947 Fax (772) 468-3700 MECHANICAL / ELECTRICAL CONSULTING ENGINEER W. PALM BEACH 427 WHOOPING LOOP, SUITE 1825, ALTAMONTE SPRINGS, FLORIDA 32701 (407) 332-5110 FAX: (407) 332-7704 1850 FORREST HILLS BLED., SUITE 207, WEST PALM BEACH, FLORIDA P406 (407)963-9800 FAX: (407) 434-7745 ASSOCIATES INC. I PLUMBING P 1 FIRST FLOOR PLAN PLUMBING P 2 SECOND FLOOR PLAN PLU BI t P 3 PLUMBING FIXTURESCHEDULE, 2ISE15 tit DET41ILS MBE C I`A NjIjC A L M 1 HVAC LEGEND AND NOTES M 2 GROUND FLOOR HVAC PLAN M 3 SECOND FLOOR CHILLED WATER PIPING PLAN M 4 SECOND FLOORAC PLAN WEST ADDITION 5 SECOND FLOOR H SAC PLAN EAST ADDITION 6 HVAC DETZS M 7 HVi C SCHEDULES ELECTRICAL E 1 LEGEND AND FIXTURE SCHEDULE E 2 GROUND FLOOR LIGHTING PLAN E - 3 SECOND FLOOR LIGHTING PLAN WEST ADDITION E SECOND FLOOR LIGHTING PLAN EAST ADDITION E 5 GROUND FLOOR POWER SYSTEMS 'LAN E 6 SECOND FLOOR POWER SYSTEMS PLAN WEST ADDITION E 7 SECOND FLOOR .POWER SYSTEMS PLAN — EAST ADDITION E :: FIRST FLOOR PLAN ELECTRICAL_ E 9 SECOND FLOOR DEMOLITION PLAN ELECTRICAL E 10 RISER DIAGRAM AND PANEL SCHEDULES E 11 ELECTRICAL DEMOLI ION AND SITE PLAN CIVIL C 1 COVER SHEET AND VICINITY MAP C 2 DEMOLITION 'LAN C 3 PAVING, GRADING AND DRAINAGE PL ; C 4 SPECIFICATIONS AND DETAILS LANDSCAPE L 1 LANDSCAPE PLAN L 2 LANDSCAPE DETAILS, PLANT LIST AND NOTES L 3 IRRIGATION PLAN L IRRIGATION DETAILS L 5 IRRIGATION NOTES LANDSCAPE LUCID O ASSOCIATES, P.A. LAND PLANN G / LANDSCAPE ARCHITECTURE 00 AVENUE A FT. IERCE, FL 34950 PHONE (772) 467 -1301 FAX (772) 467-1303 w � d o ^ Z_ w M w —0 < tn�0 N M to N o ~Q� o Zp I w Q z U 0-0) a 0 LO 0_ < L` C� CL L � JQu rm Of 0 w -� = 0 w to (0 U 0) UJ a w � o z N 00 U Iz o Q Q W LU z LU C) Z z Q D W Fy o U W z N L,1.` 1I 1 a z > Q ���� o ZO LU0w at i-- I= g > > Lu On- Q o (n CC)U- U w 0 w 0 LL V) Z 0 N W LJ Q 0 0 © APR. '03 THESE PUNS AND THE INFOF9MTION SHOWN HEREIN ARE THE PROPDIT! W EOLOND MIIQIHLS SO& AROM IS, PA ANO REPROWOIIONS, rMSCMRES OR VSE THEREOF IN WHOLE OR IN PAKr 6 OPREMY PRO- HIEEIEO WiMNR WRRfEN PERNISSON. COMM. NO: 030201VB DATE: 3 APRIL, 2003 BY: Jw CH'KD: -M SHEET NO. C V/ D OF ONE GENEQAL NOTES I. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS SHOWN ON THE CONSTRUCTION 6. THE CONTRACTOR(S) SHALL PROVIDE AND MAINTAIN GOMPLETE WORKERS DOCUMENTS AND EXISTING CONDITIONS IN THE FIELD. ANY DISCREPANCIES COMPENSATION, GENERAL LIABILITY AND BUILDERS RI K INSURANCE. IN THE ABOVE WILL CONSTITUTE A "STOP WORK" ORDER FOR THAT PORTION OF THE CONSTRUCTION ONLY. THE ARCHITECT IS TO BE NOTIFIED IMMEDIATELY 7. ALL MATERIALS UTILIZED SHALL BE NEW AND OF THE QUALITY SPECIFIED, FOR RESOLUTION. SUBSTITUTIONS WILL BE ALLOWED ONLY WITH THE AR HITECT'S PRIOR WRITTEN APPROVAL. 2. EVERY ATTEMPT HAS BEEN MADE TO DELINEATE THE EXISTING CONDITIONS AND DETAILS, THE CONTRACTOR MUST VISIT THE SITE TO VISUALLY ESTABLISH THE 8. THE CONTRACTOR SHALL COORDINATE ALL WORK WI H THE MANUFACTURER'S COMPLETE SCOPE OF WORK AND CONDITIONS TO BE CONSTRUCTED. INSTRUCTIONS AND CATALOG CUTS. 3. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTUCTION SHALL 9. PRIOR TO FINAL PAYMENT, THE CONTRACTOR SHALL ISSUE TO THE OWNER. BE AIA DOCUMENT A 201, 1997 EDITION, A COPY OF WHICH IS AVAILABLE EXECUTED "FINAL RELEASE OF LIEN" FORMS FROM AL PARTIES HAVING FOR REVIEW AT THE ARCHITECTS OFFICE, LIEN RIGHTS AGAINST THE OWNER. 4. THE CONTRACTOR SHALL WARRANT AND GUARANTEE ALL MATERIALS AND 10. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WII H THE BEST TRADE PRACTICES. WORKMANSHIP FOR A PERIOD OF I (ONE) YEAR FROM THE "DATE OF COMPLETION II, UNLESS WHERE NOTED OTHERWISE, THE CONTRACTO' SHALL PROVIDE ALL THE 5. THE CONTRACTOR IS TO SECURE AND PAY FOR ALL PERMITS AND SHALL NECCESSARY LABOR, MATERIALS, EQUIPMENT AND IN IDENTALS FOR A COMPLETE SECURE THE "CERTIFICATE OF OCCUPANCY". AND OPERATING PROJECT. LEGEND DETAIL SECTION DETAIL ,SYMBO MARK SCALE- NONE PER WHERE CUT OCCURS \ O DOORS, COLUMNS DETAIL NUMBER SHEET WHERE SHOWN SECTION A O FOOTINGS, TIE BEAMS SECTIONS SCALE NONE REF. WHERE CUT OCCURS A-6 ❑ WINDOWS, WOOD LINTELS SPECIALTY DETAIL NUMBER A ROOM DESCRIPTION R M/ PACE IDENTIFIC.ATI N SHEET WHERE SHOWN A16 SCALE, NONE 101 ROOM/SPACE u SPECIFIC DETAILS DETAIL NUMBER IVY MATCH MATCH IVI SHEET WHERE SHOWN LIB LINE INTERIOR ELEVATIONS FINISH ELEVATIONS REVISIONS A WALL ELEVATION LEVEL (ASSUMED ELEVATION OF FINISH FLOOR) APPEARS ON DRAWING A PLACE A B ELEVATION (ACTUAL ELEV. AS (N.G.V.D.) OR (M.S.L.) OF REVISION AND ON TIT BLOCK REVISION COLUMN. SHEET WHERE SHOWN CONSTRUCT I INSPECTION PEOUIRED A. ALL CONCRETE POURS B. BEFORE DRYWALL (MECHANICAL, ELECTRICAL, PLUMBING ROUGH - IN COMPLETED) C. PUNCH LIST (WHEN CONTRACTOR HAS TOTALLY COMPLETED HIS OWN ESTABLISHED PUNCH LIST) D. FINAL INSPECTION E. MONTHLY PAY REQUEST/WEEKLY PROGRESS INSPECTIONS F. SUPERINTENDENT SHOULD ALWAYS BE PRESENT AT INSPECTIONS II. PAY REQUEST A. PER OWNER / CONTRACTOR AGREEMENT B. LIEN RELEASES REQUIRED (PARTIALS AND FINALS) C. STORED MATERIALS - CERTIFICATE OF INSURANCE REQUIRED 111. OTHER REQUIREMENTS A. AND PERIODICALLY UPDATPROGRESS AS REQUESTESCHEDULE B. A SCHEDULE OF VALUES (A.I.A. FORM UG-703) IV. CONSTRUCTION PRIORITIES A. ESTABLISH DATE FOR THE P12ECONSTRUCTION MEETING B. CHECK OUT LONG LEAD ITEMS - - ALLOW ORDERING TIME C. MAINTAIN CONSTRUCTION LOG D. MAINTAIN A MARKED UP AS -BUILT SET V. CHANGES / CORRESPONDENCE A. ALL COR O OWNERNCE OR DIRECTIVES THRU ARCHITECT AND COPIEDB. INFORMATIONOROR COHANGES THRU EMPLOYEES. FOR VI. CHANGES ORDERS A. CRHANGE ORDERS. OWNER ARCWIITECTANDD CONTRACTOR MUST SIGN OFF PRIOR TO ANY WORK BEING PERFORMED. B. SEVERAL SINGE IITEMNCHANGE ORDERS ER, RATHER THAN C. BYLPTESPNRSSKEONERS AL WORK IS AT CONTRACTOR'S CHANGE CHANGE BEING SHALL BE SIGNED BEFORE WORK IS COMMENCED. ADMINISTQATIO LTD DEL I NE A. FOUR (4) COPIES (NOTE IN RED ANY ONE FOR OWNER ONE FOR ARCHITECT ONE FOR CONTRACTOR ONE FOR SUPPLIER B. CONTRACTOR TO REVIEW AND. MAR C. GET TO ARCHITECT AS SOON AS POS 1BLE D. NO SUBSTITUTES WITHOUT PRIOR APP VAI VIII. CHANGING DETAILS LL COPIES EACH A. DO NOT DEVIATE FROM PLANS WITHoL r ARCHITECTS APPROVAL. .IX. PROPER CONDUCT AT JOBSITES A. NO FOUL LANGUAGE S. NO LOUD RADIOS C. BROOM SWEEP JOBSITE AT CLOSE OF DAY D. KEEP JOBSITE CLEAN AND EXERCISE cl AFETY AT ALL TIMES E. HARDHATS ARE REQUIRED PER OSHA REGULATIONS X. RAIN DAY DOCUMENTATION A. SUBMIT RECORDED RAIN DAYS WITH E CH PAY REQUEST EACH MONTH B. WHEN MORE THAN FOUR (4) DAYS AR._ ACCUMULATED A CHANGI ABBQEV I AT I ONS E AND E M L ANGLE E. EAST MAX. MAXIMUM • AT EA. EACH M.C. MEDICINE CABINET CL CENTERLINE E.W. EACH WAY MECH. MECHANICAL O DIAMETER OR ROUND E.W.H. ELECTRIC WATER HEATER MEMB. MEMBRANE (E) EXISTING E.S.P. ELECTRO STATIC PAINT MTL METAL E.J. EXPANSION JOINT MFR. MANUFACTURER A EL. ELEVATION MIA MANHOLE ACOUS. ACOUSTICAL ELEC. ELECTRICAL MIN MINIMUM AD, AREA DRAIN E.G. EMERGENCY GENERATOR MIP. MIRROR A.DA. AMERICANS WITH DISABILITIES ACT ELEV. ELEVATOR MISC. MISCELLANEOUS ADJ. ADJUSTABLE E.L. EMERGENCY LIGHT M.O. MASONRY OPENING A.F.F. ABOVE FINISH FLOOR EMER. EMERGENCY MTO. MOUNTED AGGR. AGGREGATE E.F. EXHAUST FAN M.B. MACHINE: BOLT A.H.U. AIR HANDLING UNIT EXP.BLTS. EXPANSION BOLTS MD. MAIN DISCONNECT ALUM. ALUMINJIM ENCL. ENCLOSURE MD.F. MAIN DISTRIBUTION PANEL A.C.I. AMERICAN CONCRETE INSTITUTE E.P. ELECTRICAL PANELBOA.RD MD. MAIN DRAIN A.S.T.M. AMERICAN SOCIETY OF TESTING EO. EQUAL M.O. MASONARY OPENING AND MEASURES EQPT. EQUIPMENT M.S.L. MEAN SEA LEVEL A,W,P,A, AMERICAN WOOD E PLYWOOD E.W.C. ELECTRIC WATER COOLER M.C. MEDICINE CABINET ASSOCIATION EXST. EXISTING MV. MERCURY VAPOR AS. ANCHOR BOLTS EXPO. EXPOSED MT. METAL THRESHOLD APPRVD. APPROVED EXP. EXPANSION MP.H. MILES PER HOUR APPROX. APPROXIMATE EXT. EXTERIOR OR EXENSION M.R. MOISTURE RESISTANT ARCH. ARCHITECTURAL MLD'G. MOULDING A.C.C.MP. ASPHALT COATED CORRIGATED F METAL PIPE F.A. FIRE ALARM N ASS. ASBESTOS F.A.C. FLORIDA ACCESSIBILITY CODE N/A NOT APPLICABLE ASPH. ASPHALT F.B. FLAT BAR N NORTH ASSY. ASSEMBLY F.D. FLOOR DRAIN N.I.C. NOT IN CONTRACT B FDN FOUNDATION NO.CQ# NUMBER BRG.(BRNG.) BEARING F.E. FIRE EXTINGUISHER NOM' NOMINAL SO. BOARD F.E.C. FIRE EXTINGUISHER CAB. N.T.S. NOT TO SCALE BITUM. BITUMINOUS FAO, FIRE HOSE CABINET N.E.C. NATIONAL ELECTRIC CODE NG.V.D. NATIONAL GEODETIC BLDG. BUILDING FIN. FINISH VERTICAL DATUM ELK. BLOCK FL, FLOOR N.L. NIGHT LIGHT BLKG. BLOCKING FLASH. FLASHING BM. BEAM FLUOR. FLUORESCENT O BOT. BOTTOM F.O.C. FACE OF CONCRETE O.A. OVERALL B.C. BOTTOM CHORD F.O.F. FACE OF FINISH OBS. OBSCURE ELT. BOLT F.O.S. FACE OF STUDS O.C. ON CENTER FPRF. FIREPROOF 0.0. OUTSIDE DIAMETER (DIM) C F.G. FIBERGLASS OFF. OFFICE CAB. CABINET FINK. FINISHED FLOOR OPNG. OPENING CANT. CANTILEVER FXD. FIXED OPP. OPPOSITE C.B. CATCH BASIN F.G. FLOOR CROP O.B.D. OPPOSED BLADE DAMPER CEM. CEMENT F.S. FULL SIZE O.A. OUTSIDE AIR CER. CERAMIC FT. FOOT OR FEET O.H. OVERHANG C.I. CAST IRON FTG. FOOTING O.H.D. OVER HEAD DOOR C.G. CORNER GUARD FURR. FURRING O.E. OVER HEAD ELECTRIC CLG. CEILING PUT. FUTURE O.S. OUTSIDE CLKG. CALKING F.D.O.T. FLORIDA DEPA12TMENIT OF CLO. CLOSET TRANSPORTATION P CLR. CLEAR P.V.C. POLY VINYL CHLORIDE C.O. CASED OPENING G LB. POUND COL. COLUMN GA. GAUGE P.S.I. POUNDS PER SQUARE INCH CONC. CONCRETE GALV. GALVANIZED P.S.F. POURS PER SQUARE FOOT CONN. CONNECTION G.B. GRAB BAR PL. PLATE CONSTR. CONSTRUCTION G.L. GLASS PLAM. PLASTIC LAMINATE CONT. CONTINUOUS GND GROUND PLAS. PLASTER CORP. CORRIDOR GP. GRADE PLYWO. PLYWOOD CPT. CARPET GYP. GYPSUM PR. PAIR CTSK. COUNTERSUNK GAL. GALLON PT. POINT CNTP, COUNTER G.F.I. GROUND FAULT INTERRUPT P.T.D. PAPER TOWEL DISPENSER CTP. CE NTE12 P.T.D/R COMBINATION PAPER TOWEL CENTERLINE H DISPENSER E RECEPTACLE C/C. CENTER TO CENTER HC. HANDICAPPED PTN PARTITION C.T. CERAMIC HOP, HEADER P.T. PRESSURE TREATED C.K.T. CUIRCUT H.R.U. HEAT RECOVERY UNIT P.T.R. PAPER TOWEL RECEPTACLE C.O. CLEAN OUT H.D. HEAVY DUTY P.T.H. PAPER TOWS_ HOLDER C.C.C.L. COASTAL CONSTRUCTION H.P.S. HIGH PRESSURE SODIUM PERP. PERFORATED CONTROL LINE H.J. HIP JACK F'L, PROPERTY LINE C. COLD I -LC. HOLLOW CORE P.C. PULL CHAIN C.W. COLD WATER H.B. HOSE BIBB P.B. PUSH BUTTON C.B.S. CONCRETE BLOCK CONSTRUCTION H.C. HOLLOW CORE PP. POWER POLE C.M.U. CONCRETE MASONARY UNIT HOWD. HARDWOOD C.M. CONCRETE MOMUMENT HOWE HARDWARE Q COND.. CONDENSATE OR CONDUIT H.M. HOLLOW METAL O.T. QUARRY TILE C.J. CONTROL JOINT HORIZ. HORIZONTAL COND. CONDENSATE OR CONDUIT HR. HOUR R C.U. COPPER H.C. HOLLOW CORE R. RISER C.J. CONTROL JOINT H.M. HOLLOW METAL PAD. RADIUS C.J.K. CORNER JACK H.M.F. HOLLOW METAL FRAME R.D. ROOF DRAIN C.MP. CORRUGATED METAL PIPE HK. HOOK PER REFERENCE C.F.M. CUBIC FEET PER MINUTE H.P, HORSE POWER E HIGH POINT REFR. REFRIGERATOR C.Y. CUBIC YARD H. HOT RGTR. REGISTER - CULV. CULVERT H.D.G. HOT DIPPED GALVINIZED PEINF. REINFORCED PEQ. 12EOUIPED p I PESIL. RESILIENT D.L. DEAD LOAD I.D. INSIDE DIAMETER (DIM) RM. ROOM OBI., DOUBLE INSU_. INSULATION R.O. ROUGH OPENING DEPT. DEPARTMENT INT. INTERIOR RWD. REDWOOD D.F. DRINKING FOUNTAIN INV. INVERT R.W.L. RAIN WATER LEADER DEL DELAYED I.P. IRON PIPE R.C.F. REINFORCED CONCRETE PIPE DET. DETAIL REGA REQUIRED DIA. DIAMETER J R/A RETURN AIR DIM. DIMENSION JAN JANITOR REV. REVERSE DISP. DISPENSER JT. JOINT R.O.W. RIGHT OF WAY ON. DOWN R. AND S. ROD E SHELF D.O. DOOR OPENING K R.O. ROUGH OPENING DR. DOOR KIT. KITCHEN RS. ROUGH SAW DWR. DRAWER KW. KILOWATT DS. DOWNSPOUT K.T. KEYBOARD TRAY S D.S.P. DRY STANDPIPE S. SOUTH DWG DRAWING L S.C. SOLID CORE D.J. DECK -A -JOINT LAB. LABORATORY S.C.D. SEAT COVER DISPENSER OR DEEP LAM. LAMINATE SCHED. SCHEDULE D.O.E. DEPARTMENT OF EDUCATION LAV. LAVATORY S.D. SOAP DISPENSER O.E.R. DEPARTMENT OF L.T. LAUNDRY TUB SECT. SECTION ENVIRONMENTAL REGULATION LKR. LOGGER SH. SHELF DNR. DEPARTMENT OF NATURAL RESOURCES L.T. LAUNDRY TUB SNR. SHOWER D.W. DISHWASHER LGT. LIGHT SHT. SHEET DSL DOUBLE LINE L.F. LINEAL FEET SIM. SIMILAR D.H. DOUBLE HUNG L.P. LIQUID PROPANE S,N.D. SANITARY NAPKIN DISPENSER D.N. DOWN ILL. LIVE LOAD SN.P. SANITARY NAPKIN RECEPTACLE D. DRYER LG. LONG L.L.V. LONG LEG VERTICAL SOME TERMS AND SYMBOLS MAY NOT APPLY TO THIS PROJECT. S. SPEC. SPECIFICATION SO. SQUARE S.S. STAINLESS STEEL (MARINE GRADE) S.SK. SERVICE SINK STA. STATION STD. STANDARD STL. STEEL STOP. STORAGE STPL. ST12UCTLRAL SUSP. SUSPENDED SYM. SYMMETRICAL S4S. STANDARD 4 SIDES SISPF. STANDARD ONE SIDE AND TWO EDGES S.S. SANITARY SEWER SEER SEASONAL ENERGY EFFICIENCY RATED S.H. SINGLE HUNG SLOG, GLS. SLIDING GLASS S/D SMOKE DETECTOR S.Y.P. SOUTHERN YELLOW PINE 0 SQUARE DIMENSION S.F. SQUARE FOOT S.B.C. STANDARD BUILDING CODE S.P.C. STANDARD PLUMBING CODE S.J.I. STEEL JOIST INSTITUTE S.A. SUPPLY AIR S.A.T. SUSPENDED ACOUSTICAL TILE SYS. SYSTEM S.V. S1 EET VINYL } W Z LLJ m W �(0 Q V) 0) N cV m N o G ~Q�* ZD i Z W Q U Q CA F- o z C- Q LA Q Q a 2 L` ^ J N U CL 0 H J Qv LAJ Z L) rm W J a MOO 0 LAW= w CO 1 d V'nnrNtl1p I "I'mm"'1 etl.......n.;dllllulln �flnWIUIIBInnu ��. d���IIU�wIlpll�� IIIn...rAII�IIn.®rdI ' T TPD. TREAD ,J T.B. TOWEL BAR Llla T.C. TOP OF CURB U) TEL. TELEPHONE TER. TERRAZZO T.EG. TONGUE AND GROOVE ^' cm TI-K. THICK 11 T.P. TOP OF PAVEMENTw TPA. TOILET PAPER DISPENSER T.V. TELEVISION z T.W. TOP OF WALL 1 I 1 TKB. TACKBOARD T.C. TIME CONTROL U TYP. TYPICAL T.C. TOP CHORD T.O.B. TOP OF BEAM T.L. TOTAL LOAD > TRANSV. TRANSVERSE T. TREAD ( 1 T.S. TUEE SECTION V U UNF. UNFINISHED UI U.O.N. UNLESS OTHERWISE NOTED z Z Q U.C. UNDER COUNTER U.L. LNDE12WRITERS LAB D W U.S.G. UNINTED STATES GYPSUM O o Q U L(LI V VERT. VERTICAL ofIr- VAC. VACUUM W Q CIA V.B. VAPOR BARRIER Q O d, z coa� Q V.P. VAPOR PROOF U Q V.T.R. VENT TH12U ROOF (n d W Z V.C,T. VINYL COMPOSITION TILE O 0p� U OOl h >W W `— 5 OR. W. WEST �J V l Q in W/ WITH W.C. WATER CLOSET F- WD. WOOD V LLj W/o WITHOUT WP, WATERPROOF WSCT. WAINSCOT CL WT. WEIGHT WSR. WASHER W.I.C. WALK IN CLOSET W.G. WALL GIRDER W.W.F. WELDED WIRE FABRIC W.W.M. WELDED WIRE MESH WP. WORKING POINT a 0 C APR. '03 THESD PLANS MD THE ,NPORMATRIN SHOWN HEREIN ME THE PROPM a EW1ND DWDSAS RRRIEf ARtlMM, PA AND ReEWOUCRONS, DISCLOSURES OR USE ❑IDW IN VdME OR IN PAR S DMMY PRO- IMBIRO MTR1011t WROTFN PFI/AISSiON. COMM. NO: 0302OW DATE: 3 APRIL, 2003 BY: JNR CH'KD: JFB SHEET NO. w OI— I� WATER CLOSETS FIXTURE LOCATIONS IT MIS j CLEAR FLOOR Pl� SPACE 19' MAX / 48" MIN PROVIDE OFFSET AND WATER LINES INSULATE DRAIN AND WATER LINES x N O KNEE TOE CLEARANCE CLEARANCE 8" MIN 6" MAX 17 MIN DEPTH LAVATORY CLEARANCES 36" 36' MIN 1 54" MIN 12' I2" 42' MIN TOILET PAPER L: HOLDER ol m - r_ BACK WALL SIDE WALL GRAB BARS AT WATER CLOSETS FLUSH VALVE LOCATION TANK TOILET LOCATION R FLUSH VALVES fHE WIDE SIDE OF THE TOILET AREAS (FACBC 4.16.5) FLUSH VALVE LOCATION 36" O Uur I I Z I--'-'1 I Z I I LAV, I CLEAR I CLEAR FL OOR -----' SPACCE chi I I 48" MIN - J 60' MIN 36" BY 36" STALL 30" BY 60" ROLL -IN STALL SHOWER SIZE AND CLEARANCES 23' MAX � � O T 1-1/2' X 16" MAX SHOWER SEAT DESIGN (NOT REQUIRED IN ROLL -IN SHOWER) -110-24 Q o O i CLEAR O i4FLOOR N .I SPACE I OPTIONAL 'I I L________J POST AND iO BASE _ 48" MIN ELEVATION PLAN SIDE REACH POSSIBLE HEIGHT TO HIGHEST OPERABLE - PARTS WHICH ARE ESSENTIAL TO BASIC OPERATION OF TELEPHONE SEE PLAN I I JWO ® I �qyE X D N O i CLEAR j j CLEAR I N i SPACE I O N v SPACCEE I O ro 1-_--_ J N 30- MIN 30- 6- MIN ELEVATION PLAN PLAN FORWARD REACH REQUIRED MOUNTING HEIGHT AND CLEARANCES FOR TELEPHONES SEAT WALL 18' BACK CONTROL WALL 36" BY 36" STALL HEAD BACK CONTROL WALL 36" BY 60" STALL GRAB BARS AT SHOWER STALLS WATER 1T-I9" STREAM 48" MIN 4" HIGH EQUIPMENT PERMITTED MINIMUM ^ IN SHADED AREA 1 117"-19' —Z I. ........ --I —�. o 8' MIN 6" MAX SPOUT HEIGHT AND KNEE CLEARANCE CLEAR FLOOR SPACE 3i O^ (v11N JCLEAR ' (-'-� NOT TO EXCEED __...__...IFOUNTAIN DEPTH Z CLEAR I Z S ACCRE o D------------...... FREE-STANDING BUILT-IN FOUNTAIN OR COOLER FOUNTAIN OR COOLER DRINKING FOUNTAINS AND WATER COOLERS ELONGATED BOWL >1 0 FLUSH CONTROLS SHALL BE MOUNTED NO HIGHER THAN 42" ABOVE FINISH FLOOR ACCESSIBLE URINAL VEeNC4 WG 8 DISPENSER ACCESS I-, 36" &AIK. MOUNTING HEIGHT AND CLEARANCES FOR COUNTERTOPS I I PULL SIDE F�18-11iil h PUSH SIDE 107 (0 7 I I I I I I NOTE, X-12" IF DOOR HAS BOTH LATCH AND CLOSER FRONT APPROACHES - SWINGING DOORS ------------------ 51 I I PULL SIDE ; r PUSH SIDE X NOTE: NO \l X = 36' MINIMUM Y - 48' MINIMUM IF Y - 60" IF DOOR HAS BOTH X = 42" MINIMUM LATCH AND CLOSER IF Y - 54" HINGE SIDE APPROACHES - SWINGING DOORS NO ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES MANEUVERING CLEARANCE AT DOORS MAXIMUM DOOR PULLS 8 POUNDS OF FORCE AT ENTRANCE DOORS 5 POUNDS OF FORCE AT INTEP102 0002S CLOSURE DELAY TIME THREE SECONDS MINIMUM FROM 70 DEGREES TO 3" FROM LATCH f—FTP 25 SIGN----*, ®D MAX. SLOPE I" IN 50" N O cn p xZ - TOO 6 CONC. BUMPER GUARDS (TYP.) o r 4" BLUE PAINT (TYP.) Q 56' ' 4" WHITE PAINT (TYP.) T b bR 4' 17 MIN 5' 17 MIN PER LOCAL I} PER LOCAL CLEAR �1�AISLE CLEAR �I CODES �I CODES �I aX. DISABLED PARKING STALL NOTES: TOP PORTION OF FTP 25 AND 26 SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH WHITE REFLECTIVE SYMBOL AND BORDER. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. P PARKING BY DISABLED FTP 25 AND 26 MAY BE FABRICATED ON ONE PANEL OR TWO. ALL LETTERS PERMIT FTP 25 MAY BE SUBSTITUTED I' SERIES 'C' ONLY FOR THE FTP 26 IN AREAS WHERE SPACE IS LIMITED. 12" SIGNS ARE TO BE MOUNTED AT STANDARD HEIGHT. FTP 25 (7' FROM PAVEMENT TO BOTTOM OF SIGN). HANDICAP S I GNAGE MAXIMUM SLOPE 8.3% SAW CUT OR TOOLED 1/4" DEEP GROOVES. I" SQUARE, DIAGONAL PATTERN. (NO TRUNCATED DOMES) 6'-0' r 44' MIN. 3 6'-O" del FOR 6" DROP CURB RAMP SLOPE MOUNT SIGNS OM LATCH \ SIDE OF DOOR SIGN C= DOOR 60' L SIGNS MUST BE MOUNTED ON WALLS, NOT DOORS. 60" ABOVE FINISHED FLOOR TO CENTERLINE OF SIGN. COLORS OF SIGN MUST HAVE CONTRAST WITH SURROUNDING AREA. SIGN MOUNTING HEIGHT ACCESSIBILITY DETAILS SOME TERMS, SYMBOLS AND SPECIFICATIONS MAY NOT APPLY TO THIS PROJECT. J Y a � - Z a W m W " Q v' N O Q 00 N Q ro FW—M,F ZD I Z W o U 0-Go �0LO I`- Z Q i MW^ J U N a. 2 Q = < aLLI U l- M 4J J Q 0:�O 0 W to w x ca > P iiiiiii monsoon © APR. '03 THESE PUNS OMD THE INPDRIMTRIN SHOWN HEREIN ANE THE PROPERIY OF EDLUND MMfl8l5 NNW IRMRECIS, PA AND REPRDDUCDONS, DISCLDSURES OR USE iNEPFDP M N OR N PNT D DMRESMY PRD- IISHRD W11110Uf WPofid PERMI5501H. COMM. NO: 0302OW DATE: 3 APR., 2003 BY: .AR CH*D: "FB SHEET NO. ACC 53.05' l r N PROJECT SITE 2300 VIRGINIA AVENUE w FT. PIERCE, FL 34982 VIRGINIA AVENUE LONCATION MAP NTS SIT SCALEC He HC HC HC HC HC He HC NEO COVER WALKV: PLAN mr If V11111111 Fli EXISTING SIDEWALK viRGINIA AVENUE 50'-0" NOTES: I.) CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING CONSTRUCTION OR LANDSCAPING AND MUST REPAIR OR REPLACE ANY DAMAGED AREAS. 2.) SEE CIVIL DRAWINGS FOR SITE GRADES AND DRAINAGE. 3.) SEE LANDSCAPE PLANS FOR LANDSCAPING AND IRRIGATION. 4.) FOR SITE DEMOLITION SHEET A-2. 5.) FOR SITE PLA4 DIMENSIONS SEE SHEET A-3. m N LL') E SITE DATAa SITE AREA; i 11.2 ACRES BUILDING AREA] EXISTING COUNTY ADMINISRATION BUILDING: 71,819 SO. FT. EXISTING ANNEX AREA; 22,670 SO. FT. PROPOSED GROUND FLOOR UTILITIES DEPARTMENT ADDITION: 3,481 SO. FT. PROPOSED SECOND FLOOR ADDITIONS 6,010 SO. FT. ! TOTAL EXISTING AND NEW AREA: 103,980 SO. FT. s PARKING: g 10' X 20' SPACES; 550 HANDICAPPED SPACES; 24 I TOTAL SPACES: 574 REQUIRED PARKING; 347 (103,980 - 300 = 347) Y a o z w m W �� V) Q V)0O N N Go m N ino 00 ~Q� za I z W a o �oUS Q < Id. ^ U N =n 0-Ld Q z =LLJ U CO.. W J Q woz En w = W co > CL i J a LL, u w W U U U Zz W o p� ® O 02 W u' U W U � �0, to O � Dz Q uw?� JO �-- o ' Q a �Q °LL U W o` ® i z Z 0 N 1 w z W in O z C APR. 'O3 THESE FUNS AND THE INFORMATION SHOWN HEREIN ARE THE FROFERtt OF EDLUND RUMBAS 960EY AR06M PA AND REPRODUMNS, 06CL0SURES OR USE now N WHME OR W FNR 6 DPRESSLY PRO- wom IR A WAIIIEN F MPON. COMM. NO: 030201VB DATE: 3 APR.. 2003 BY: Jw CH'KD: JFB SHEET NO. OF TWENTY-TWO (n W Q a DEPRESS CURB -� LIMITS OF RESEALING x� i� _, I.. �� �...� .. i- •- NEW CONC. CURB // i ��I '� TARMAC HOLLANDALE PARQUET PATTERN COLOR - PEACH I �,��, � � COLUMN TARMAC 12XI2 PROVIDE CONCRETE YBOR CITY II MORTAR BED AT BORDER TILE -RED EDGE PAVERS TYPICAL I coL DETAIL PATTERN DETAIL) S(`AI Fe 'a/A" = I'-(1" DFF TLJIC CLJFFT /i // EXISTING BUILDING -E= FOR COLUMN AND WALKWAY DIMENSIONS SEE SHEET A-4' �_...�._ .� '' -RAMP U in SLOPE T 1�I3 INSTALL NEW HANDICAP 4'-6" 6'-O" PARKING SIGNS 3'-5" PER FTP-25 (TYPICAL AT ALL EIGHT �0 LOCATIONS) — FACE MOUNT ON CONCRETE COLUMNS I RESEAL AND RESTRIPE ,�'� EXISTING ASPHALT d N II SPACES AT 10'-O" DEPRESS CURB FOUR SPACES AT 10'-O' � RESEAL AND RESTRIPE EXISTING ASPHALT— 10 SPACES AT 10'-O" NEW ASPHALT ENLARGED � NEW e ISLAND — I'�SLAND �ci ;. NEW NEW li CURB CURB ou„ ' " NOTE ALKWAY PLAN / a. FOR LANDSCAPE PLAN SEE LANDSCAPE PLAN PREPARED BY LUCIDO AND ASSOCIATES. � O U T N P A f� K I N G LOT P L A N b. FOR CIVIL PLANS SEE CIVIL DRAWINGS PREPARED BY LINDAHL, BROWNING, FERARRI AND I-ELLSTROM. � , ALE: 1" - 10'-O' EXISTING SIDEWALK `NEW CONC. CURB NEW ASPHALT BRICK PAVEF ��-BRICK PAVERS -RAMP UP SLOPE AT DEPRESS CURB (TYP) �� LIMITS OF RESEALING DEPRESS CURB �a � °� W Q (��O N 1 N N o o ~Q� Z� I Q U O � � 0 ` � O � Q a �L`^ J U N � = n ) � � ate' - U }- m W �a ��o 1 Enwx � cv > a 'pn.r�ll1Y Ilpn.p '1 ,MIIUIII�.r�IIpIIINI, �IIlp,rpp......nn�Nl�� ■ e1111���Y1'�"����III�: ■ '�nIIIM ��V'�IIIIIN� J a w N W H Z W U U _> U � Q Z? o O � O J U� " DC r W z ��� UQ �Qm �z w?� Jo ��� . � J > 3f (n Q � $ � F- U w LL L� rn z 0 rn W CC W a 0 z © APR. '03 THESE PUNS .wo THE INFORIMRON SHOWN HERON IRE THE PROPERTY aP EPwxo IXIIIENSlS rNnEY NANIECIS. PA ANO REPROWCIIONS. OISCIASIRES OR USE THEREOF M MRIOIf OR qi PMf 6 p5Pf5SlY PAO- wSREO WRIgVf WRIRFN PEAIRSSIW. COMM. N0: 030201V6 DATE: 3 APR., 2003 BY: NZ CH'KD: .FB SHEET N0. A-3 OF TWENTY-TWO .:' I LIMITS OF CONSTRUCTION CONSTRUCT A NEW 4" THICK CONCRETE PAD 5'-0" WIDE X 6'-0" LONG FOR RELOCATED A/C COMP. NEW STAIR E- _ � 17 2'�7-II3/4" I x a 4 CUT IN NEW © GS WINDOWS FILL IN EXISTI WINDOW WITH C NC. BLOCK BELOW FENCE BY MEET11 ROOM N.I.C. I A117 I I D 0 MAIL ROOM / STORAGE E-a I I I J L--- I---- I I I I I i I I I i I � I I I L — — — 1 I I ( I I I I EMPLOYEE BREAK ROOM r --� -- fi fi---� I I I I F----I-----I 1---L--1 --I L— L L---i---J L---J-----1 F— L: — 1 ---1-- T--- I---.�j— r-------T----1-- — � L— I--- — -I— r—L-- 1---1---L--�-------L---L--L� a'M m INSTALL NEW HARDWARE r : rkF 1 AS NECESSARY AT THIS a'. F TAX COLLECTOR DOOR (CLOSER, LATCH). REMOVE HOLD OPEN DEVICE. ry p fit; k I� ® ® d � 1 t ' I x OFFICE I OF ICiE FFICE BOOKKEEPING CONFERENCE OFFICE � Y ' Eij{ fi � I NOTES, a SAW CUT AND REMOVE EXISTING CONC. BLOCK WALL TO 9'-4" HEIGHT. b. EXTENT OF SAW CUT SLAS TO BE REMOVED. c. NEW 16" WIDE X 16' DEEP CONC. FOOTING W/ (2) #5'S CONTINUOUS. d. PROVIDE 12" LONG 5 DOWELS DRILLED AND EPDXY GROUTED 6" DEEP INTO EXIS ING SLAB. e. NEW 8' CONC. BLOK ALL 9'-4" HIGH WITH TWO CONCRETE FILLED CHANNEL BLOCK? AKTOP OFI WALL WITH (1) tt5 IN EACH. f. NEW 8'-0' HIGH STEEL OCR. PROVIDE 8" PRECAST DOOR LINTEL OVER OPENING. ' r N �Al, 6'_4"— �ri M_ 7 -8 ICE OFF1 ICE E W OFFI C OFFI re., rl a �S I PO TWO r ELLS 4 S LID W/ ONC E "1 xr ' m'u• ?. t rv" r S\ 4f iw,b' T 't j »kJb3' qvx i14''.-rry a.t afA— N kv. 7 ? a a,k Ga:?"k a'f..�Ss s tea* f "3e'a x r �-''^ s # w> c +.. S r 3'' ,}. x '� f s wY �� � LEY P B31 '-4" I'-6 3/4" NEW COVERED O NEW NEW COVERED O t NEW COV D l _M.O _ Q Q WALKWAY-- p 'aD TOWER Q Q WALKWAY E0 `NEW ( WALKWA �� — — -— — — - i` 1 b+ c h iv TOWER J 12" CONC. 2-O O" 2-O" ' 2'-0" 2, O. PLLOCK co 2'-8' 2'-8" 2'-8" cp 2'-8" N Z-O'I 12'-O" 2 -8" 14'-5" 1 '-4" I6'-5' 13'-8" 15"-9 15'-8' 13'-8" 15'-9" 15'-8" _ 1 16-10" 16-10" (� I 60' 10" 1 7-2" 45'-I" C LEGEND A a A 1 16-10° ' NEW ADDITION GROUND FLOOR ADDITION AREA 3,481 S.F. NEw EXISTING ADDITION BUILDING BU I LD I �� --A (GROUND FLOOR) REPLACE CEILING. SEE NOTE "P ON �,. SHEET A-2. SEE REFLECTED CEILING PLAN SHEET A-13 SCALE= 1'- 10'-0' ®-DOOR SYMBOL. SEE DOOR SCHEDULE, 6HEET A-21 © - WINDOW SYMBOL, SEE WINDOW SCHEDULE, SHEET A-21 L JI ONE HOLIZ IDCR t-� r—Mk r _ «a MAPPING DETAIL AT NEW EXIT DOOR SCALE 3/8" - 1'-0' REF. THIS SHEET A-4 NOTES: (C NT) g. (1) tt5 VERTICAL IN CONCRETE FILLED CELL TYPICAL. h. PROVIDE 12" LONG tt5 DOWELS DRILLED AND EPDXY GROUTED 6" DEEP INTO EXISTING WALL AT EVERY OTHER BLOCK COURSE. j. POUR EXISTING CELL SOLID. k. PROVIDE 3/4" STUCCO CEILING OVER HI-RIBB GALVANIZED METAL LATH OVER 3-5/8" METAL FRAMING AT 16" O.C. (9'-4" CEILING) 1. PATCH IN NEW CARPET TO MATCH EXISTING, OR SALVAGE EXISTING CARPET CUT OUT DUE TO DEMOLITION, m. PROVIDE 5/8" STUCCO FINISH ON OUTSIDE AND I/2" GYPSUM BOARD OVER 3/4" FURRING ON INSIDE. CORE FILL BLOCK WITH CORE FILL 500 IN.IECTED INSULATION. I I I I I I 171 ---- I I I I _—_ L— -- ---- B TAX COLLECTOR w El 1 I ----- Q DEMOUNTABLE THIS MATCH LINE SHOWNIDOTTTSED UP APPEARS ON SHEET A-9 BUILDING ELEVATIONS II I 1 I I NEW TOWER NEW COVERED I � Q WALKWAY-�� 2 I Ln_n• I L�'_n" I L�'_n i I O 1 /NEW E0 — TOWER) Ll J a 0 = z La m W Q M cpD V) 0) V) N M t/) N o o ~ Q zp I z W `; 0 g 0�0) CO(o F- z in J U N T OLLLJ H J Qv LLJ Z U >- CO J Q woz j W En W = (D > 0_ u W W /U �.J U Zz O0 O Lli LL z 5�o"" — Ua 0Q� 5Z lllz _I O olu U F- J 00 0. (� V / V (n N u- U w AO m m 0 a_ u- W Z 0 V) W z w a c © APR. '03 THESE Puns AND THE INFORMATION SHOWN HENEIN IRE THE PADPERfY OF mLUND WIT"IS mw NEtlflECIS. PA AND REPROD IIS, DISCLOSURES OR USE THERWF IN WHOLE OR IN W IS �Y PRO - Ho m WOHODT WRDTEN PENMISSION. COMM, NO: 030201VB DATE: 3 APR" 2003 BY: w CH'KD: .IFS SHEET NO. A-4 OF TWENTY-TWO 0 Fol 0 19 TWL STORY BBY - EXISTING ROOF co x-{r' IN y N �e`2+x -0. -.�. 3'-C r--1 r-'1 A A-15 CIVIC CENTER I L�J J ON, 0 LEISURE SERVICES CONFERENCE SYSTEMS FURNITL RE ❑ ❑ PROVIDE NEW DOOR JAMB AND HEADER AND RELOCATE EXISTING DOUBLE DOORS AND FRAME. WATCH AND PAINT TO MATCH COMMENCE EUE . ADJACENT FINISHES. NEW ROOF C NSTRUCTION TO BE LEVEL l/ITH EXISTING L` ROOF CONFERENCE 91 BUIL ING DE=ARTME' CONFERENCE • � C.OtiC CCU /SNACKS 1 x ,U1,10�'C 1 t NITY�LO VEPfer1EN1" I ;»c ! ---- ;CONFERENCE a2 E-1 ;u.. z p e� y'ti SECRETARYY SECRETARY SECRETARY --------mod ,I II 13'-0" 10'-2" 5'47" 110'-2" II - /4" T 4E T BLU LNG ON I B Q NEW EXISTING L - - 1 ADDITION BUILDING Jk ROOM I. STOP. STOR. I I ONE HOUR CORRIDOR I I --IL - - - -- SYSTEMS FURNITURE I I I I I I --- I J i I BUILDING DEPARTMENT I I --- I I ( I DICE OFFICE DICE MICE WOMHJ 00 JANITOR O o �J�E OFFICE MEN ZPHOA PEE SHE NEW EXIT DOOR. SEE SHEET LS-2 PROVIDE NEW EXIT DOOR. PERMITTING SEE SHEET LS-2 F- - - - - - - - - -- 1 I �7 OFFICE AND - --I- -- - - -I- - - r- - - - 7 - - COMPurER ( - I F- ( - F- F- ( - I F- ` BIIHII I SI PPLY j R ❑ 1� rh ml 3 LDIN dr-DL A N PLANS EXAMI=S r- F F- 1I I I I I I I I I I I I I I I I I (SECOND FLOOD) i- 9 ) I L L \-12EMO AND REPLAC DOOR PROPERTY APPRAISER - - - PLA Ij I T I I I I Q - - - NOTE - - - -- o - - - - - - - - - -- REPLACE AND MODIFY EXISTING CEILING, STAR. I LIGHTS, S.A.T. AND GRID DUE TO DEMOLITION 1N THIS OFFICE O (� EXI ING 2'-$" 2-$" COP IC. COL. b 2'-0" OFFICE OFF -ICE 0 9 L — I (V C \ I 11_CJ p I/23'- 3'- 3'- 3- -3I7" b49'-II" -6" '-36 4" i co \ ro I z R p A319 16'-10" m� g H I A-19 B 1 I =1°-o SECOND FLOOR ADDITIONAL AREA - 6,010 S.F. w ^ Y a 0 Z° W m !N F= 0 w =D co Q fn 0) N Q a0 N CO m N Oo Z I Z a o aE 0) w o a-0� < a V- ^ —1 N U CL Z = a Lu U r m W J Q xoZ Ln W = w co > n- U a 0 I U cc N a Q a J Q W V) ly lU z ui C) CU I- Zz o w DC OO 0 U W H W Z �;0, 0< UQ (f) U a wz JO F>W F J Oa V/Q (nOu- w 0' O d w V! z 0 Vl w w 0 0 z © APRL03 THESE PLANS AND THE INFORMATION SHOWN HEREIN PRE THE PROFEOY OF EOLUND ORRE m RNOEY h9CNNECIS• PA AND REPRODUCRONS, DISCLOSURES OR USE TNEIRITF IN NTIOIE OR R! PARf S f10'RESSLY PRO - rearm wnxour wwnEN FFRRhSON. COMM. NO: 030201VB DATE: 3 APR., 2003 BY: JIM CH'KD: JIM SHEET NO. A-5 OF TWENTY-TWO ONE HOUR WALL PER ULtt425.— NOTE: EXTEND WALLS FULL HEIGHT TO STEEL DECK ABOVE- E 7 5/8 4'-9" 4'-9' 5/8" b` n II" EXTENSION fl OF HANDRAILS EXISTING BUILDING I A-7 i �co I lI I% 1 x -- — — I 12 LOOPED m �II-I/4" d �II I/4" s BACK HORIZNTAL co X4 EXTENSION I = 45 O M — TEEL DEG. I '-II" LUM 3 5/8" 4X4 J 4'-I 1/4" O STEEL 3 5/8" COLUMN 15'-4 1/4" 3 � � FUTURE PLANNER 14 3 5/8' FILES AND STORAGE > ul ro O Q 32 H W ST 45 31 Ua S AIR DEG. � z VE IB LE T-II I/4 I R.W.L. 3 5/8" 12" M.T. F — — - 7 ONE HOUR . I I WALL PER 1 30 3'-5 3/4' 5'-0" I I ULs*425 � 1 L---=J---- ---�— — — — — — — — — — — — -------T—�-1 30" X 48" AREA 0 MO ABLE OF REFUGE to PAR FITIONS (BY WNER) I i I I PLANNER o 2Z-1 3/4" 15'-4 1/4" © 0 2 29 ABOVE . A-7 �r 4X4 PLANNER u2 © 15'-0" 8 3/ 10 DWI C to � 8'"0" LINE OF ROOF ABOVE 2'- aD — � — 45 O DEG. co co �11-0" 1'-0* J N I 0 a NT TNEW CONSTRL PARAPET AS 12EQU AND DET, T BE EXISTING FLASHING L PLANS 4X4 STEEL STEE COLUMN COLT COMMUNITY DEVELO MENT j I 3 5/8" I 5'-0" ABOVE ABOVE 0 27 ABOVE ABOVE a o 35 36 PLANNING OFFICE OFFICE MANAGER _ 3 5/8" 5/8" 10'-8" 10'-7 1/2" C U L 5'-10" i0 4 cc FLOOP IPLA 'A' Y � OA-i8 • �-NEW ROOF OVER INAUTIV• 8 3/8" o II 3 5/8"I 0 ANU 4X4 ILCOLUMN I —EXISTING WINDOW ELECTRICAL TO BE WALLED IN R.W.L. MECH. ONE HOUR ITH CONC. BLOCK ACTIVE • I WALL PER A ULtt425 M.T. d 1 34 i I 00 7-0" HIGH g YWALL ¢ HEADER r` 0 o I I I I I 22'-2 3/8" I FILES (N.I.C.) I I I I I I I 7'-8• N —EXISTING To BE WITH WINDOW ONO. BLOC to 4X4 STEEL I COLUMN 6 SECRETARY II-I/4' _ o_ l DRYWALL 12°-3" 10'-7" v I HEADER 12" Q ABOVE R.W.L. � to oto ABOVE J ❑ to 0 m T-6-1/4' LINE OF 38 3 5/8"-)r Q ROOF ABOVE 3 7 - _ TOURIST AND ECONOMIC to OFFICE I DEVELOPMENT b° u3 I DIRECTOR 3 5/8" 3 5/ " A-7 13'-IF 1/4 I FIE :. C A- SECON F � �I�NVEST ADD 1 T 1 O� - SCALE, 1/4" - 1'-0" Fj LEGEND EXISTING WALL NEW 3-5/8' WALL W/ 25 GAUGE STEEL STUDS AT 16" O.C. NEW SOUND INSULATED WALLS W/ 3-1/2" SOUND BATTS BETWEEN STEEL STUDS NEW MASONRY WALL T77TT= CONCRETE FILLED CELL W/ 1 a5 VERT. DOOR DESIGNATION SYMBOL, SEE 18 DOOR SCHEDULE, SHEET A-21 INTERIOR ELEVATION SYMBOL, SEE I-4 X INTERIOR ELEVATIONS, SHEET 1-4 ❑ WINDOW DESIGNATION SYMBOL, SEE WINDOW SCHEDULE, SHEET A-21 ® WALL MOUNTED FIRE EXTINGUISHER M.T. METAL THRESHOLD R.W.L. RAIN WATER LEADER DOWN 3/4 7-5/8" 3/4" 3/4" 11 I/2" 7-5/8" O 10- O O ALWAYS SHOWN TO FACE TO RECEIVE DRYWALL. rI/2" j 11-I/4' d ' 3-5/8" STUDS 4X4 STEEL COLUMN u LJ CORNERGUARDS— (TYPICAL) Z_ ILL! m w �w ¢ NNN V) Q U 1000 w a C HM"t zo I Z O�� W o a. O � a `` ^ N ® F a=� U v �� J Q Z v rm Q M�O i� Enw= Ltl (0 1 0- Q W Z U U U 0 ZZ o OO O J U u ui W Z >O\ UQ OQm �Z I1J?� JO URf8 _j �w J Oa WQ W�� w cr- 0� O NI z 0 0 W AZ W a 0 Z © APR. '03 THESE PLMS MD THE INFORMATION SHOWN HEREIN ORE THE PROPERn OF EOWND DRMW SDRW ARCHRE15, PA MO REPRODUMNS, OSCLOAIRES OR USE THOREOP W WTIOIE OR IN PARE IS DffR6 y PftJ- mww WRFpUT NRRIQ! PERMIS". (n k N ��.. COMM. N0: 030201VB DATE: 3 APR., 2003 N BY: jw CH'KD: .h=B VIRGINIA AVENUE SHEET NO. KEY PLAN A _ 7 NTS OF TWENTY-TWO 3'-4" HIGH PARTITION ------------Q —,o — — +3+36"0 r-41/2-II 2-O' K ' 3 5/8" 1 �OFFI i-a L RECEPTION `� � +30" 1 PART En I BY C 2 (TYPI I-4 COMMUNITY DEVELOPMENT T �*-` OFFI -----------�---I PAR" CONFERENCE #3 T m to co CONFERENCE #I 8-3/8' 3/4 7-:5 3/4 I/2" O O " 4 ACTUAL DIMENS-k ALWAYS SHOWN TO TO RECEIVE DRYVA DETA I L SCALEt NTS REF. THIS SHEET LEGEND EXISTING WALL NEW 3-5/8" WALL W STUDS AT 16" O.C. 25 I GAUGE STEEL NEW SOUND INSULATED WALLS W/ 3-1/2' SOUND BATTS BETWEEIN STEEL STUDS RELOCATE NEW MASONRY WALL THIS DOOR 18 O 14 X 0 M.T. R.W.L. CONCRETE FILLED CELL DOOR DESIGNATION DOOR SCHEDULE, S INTERIOR ELEVATION INTERIOR ELEVATIONS, WINDOW DESIGNATION WINDOW SCI-EDULE, WALL MOUNTED FIRE METAL THRESHOLD RAIN WATER LEADER SYMBOL, E SYMBOL, SHEET SHEET E DOWN W/ 1 #5 VERT. SEE A-21 SEE I-4 SYMBOL, SEE A-21 TINGUISHER 7 i PERMITTING 1,FINISHES / n 00 to In 53 -fl O O " t - RNOTS EXISTING WALLS to AND CEILING AS REQUIRED 3 5/8 TO P12O IDE MODIFICATIONS ODIFICCH TI NSSHOWN. o0 0O '0 % 3 -10 I THIS WALL ASSEMBLY MUST BE NE HOUR RATED. 2 CEILLIING AREA ABOVE MUST ALSO BE ONE HOUR RATED w I-4 M OFF ICE I PARTITIONS BUILDING DEPA MENT �� 3'-4" HIGH BY OWNER (TYPICAL) C NFEREN Oo tl l PARTITION �`_� —� ZL0 �0 6" 13'-I" 5'-5-I/2" 35/8--� 20'-2 3/8" I r--i I i r--� 1 r--III r--� ----------- — -- 35/80 zz I I I 1 I i X " ------ I L_ — - — — — I — I t--- ---� I L— — — — — —I --_I ----------- �— + 36" O w 0 t� I I i II I I COFFEE / SNACKS M 0 4. to i-q 6" WALLAT m I � \ GLASS BLOCK CUT IN AND PROVIDE m _NEW PRECAST CONIC, Q SOFFIT GLASS LINTEL OVER NEW v OPENING HALL #1 T-O" BLOCK I I � Q ONFER N E #2 T-o. A D HEADER i HEADER 12" ® a ------------- ------ - ----- co � Z �' Ike. ' to ----- O En e. �e. m i e. — — 12" — —e. 12• Ike. — — � — — -------�� ----- -- -- U -i F -- ---- � 13,5/8" 35✓8" C----- 10'-6° 8'-O" 18'-8" _ 1 10'-51/4" 10'-51/2 p w 3 5/8" 3 5/8" 111 5/8" ZO O SECRETARY SECRETARY m SECRETARY HALL #2 I�e ® I m NUB c� U2 #3 II rn #4 II n 44 45 II 1I O Zz 7'-O" DRYWALL I I v ROOM II # N e I i t - I If�e HEADER ABOVE HALL 4 I w \�I p i ( I 2' 3/8 I �,7 5/8" © III 3 5/8" to O e� I I `0 I �''-HEADER X EXIS ING BX34 CONC. c ta, 40 w c I 42 ° c i 43 0 — — O COL N TO REMAIN I I I c II T 1 .,. --- --- FILE --- 3'-4" 8'-O" 3'-4" T-4" 3'-4" 2 O" 4'-II 5/8" EXISTING 8X32 CONC. b' I. I I M.O. M.O. , M.O. COLUMN TO REMAIN 10" 1 i i, _ CUT IN AN NEWM.O. PROVIDE HALL # n T-O" b _ 2'-2' 3'-4" i'-6" I LINTEL OVER NEW HEADER / — 8' OPENING l ❑J A" O" ABOVE 39 Z Q p ABOVE al O co/ � m / GLASS 0 / , BLOCK / / 6^ WALLS AT � GEOGRAPHIC INFORMATION SYSTEM S MOVEABLE I PARTITIONS I - _ _ 9 I/2" i ASSISTANT COMMUNITY DEVELOPMENT DIRECTOR 1/4" R.W.L. DOWN �3 5/8", i�--- O N ❑ ❑ 5'-6" A NOTES, a. REMOVE EXISTING WINDOW AND i PATCH IN NEW DRYWALL FINISH. P OVER EXISTING RIBBED BLOCK AP b. REMOVE EXISTING WINDOW AND, SIZE SHOWN. CUT IN NEW PRECA: POURED CONCRETE CELL WITH C C. CUT OUT AND REMOVE EXISTING CUT IN NEW PRECAST CONCRETE FILLED CELL WITH ONE u5 VE12TIC d. REMOVE AND REPLACE EXISTING EXISTING LIGHTS AND A/C DIFFUF e. REMOVE EXISTING WALLS, S.A.T., 45 GLASS BLOC (BY OWNER) DEG. // I — COMMUNITY 10'-O"- I L 10'-0" 9'-0" 1 10'-01 p DEVELOPMENT v DIRECTOR GIS GIS GIS #2 I I o. 3 5/8° b I 17-3 1/2" F A-18 jr I I M T 9 V 10 I -2 Ci ❑ C C ❑ C w I c `--- �w v I I I- I✓\F 1 -2 5'-7" TTE AND FILL IN WITH CONCRETE BLOCK. 'CH ISTING FINISHES, PROVIDE 3/4' P.T. FURRING 9NIS W/ 1/2' GYPSUM BD, IACENT CONCRETE BLOCK TO OPENING -INT L OVER NEW OPENING. PROVIDE tt5 VERTICAL ON EACH SIDE, SEE DETAIL 6/A-20. NCRETE BLOCK FOR NEW DOOR OPENING. JTEL OVER NEW OPENING. PROVIDE CONCRETE ON I -ACH SIDE, SEE DETAIL 6/A-20. ILINO TILE. REUSE EXISTING GRID. RELOCATE S TO LOCATIONS SHOWN ON SHEET A-12. _ING' AND GRID, CARPET AND DOORS. 5'-6" 7 I 2 A-19 I 1 3 5/8" I - I --------� I 3 GIS #4 .ANS FIELD DETERMINE CONDITION AND REPLACE HARDWARE ON THIS DOOR SO IT IS LATCHING AND HAS A CLOSER—` EXAMINERS f I I I I I I NEW PIPE RAILING. REPLACE EXISTING. WC)RKSTAYIONS MATCH RAILING (BY OWNER) NEW DETAILSRT SAW CUT EXISTING BLOCK CELL TO INSTALL (D #5 VERT. AND CONC. FILL CELL --- ---� b I i 50 1 L IA I I F 1------� I I 3'-6" HIGH RAIL-� DN. - - ?� ADD GLASS ' a 0 3'-4" BLOCK L M.O. d p 8.- NOTE "A" h� PROVIDE 12" LONG 1'-9" 5'-2" ❑ 6 ABOVE c0 49 III - 3 5/8" GIS MANAGER L. DOWN "R J C) 0LL U0 00 mQ F zw tt �Rj CONC. COLUMN " " u5 DOWELS DRILLED 'r AND EPDXY GROUTED "DEEP INTO EXISTING NOTE A AT 16" O.C, VERTICALLY ja -20 8 3/8" it 5/8" PRODUCTION — — — ROOM LINE OF 12Xi8 BEAM BELOW (CONSTRUCT WITHIN NEW WALL) IN 7-5/ F2,9-oiA 16 L Q P L."A I V7-5/8" 7-5/8"2'-9" 3"-9° 1 3'-9" SECOND FLOOD EAST ADDITION 7-5/8' SCALE, 1/4" - © I I t- wl � �r Y a o Z_ a. w °° w Q f/I N O N Q plo HMS m N N OD oo Z 0 1 Z w a o E a) CO(D Lo a :x U_ J N U Q_=I� N JQLLI Z D = �-mw O Q Z ww0 E0 w s w Fa > IL 0 Q u W w U W 70 D Q p DC O o 0 U W oc � N va oQuj Z J� W �� U D! ,I- F—° D>W JOa U Q O I- W NIL F- LLJ © APR. '03 THESE PUNS AND THE INPMMAHON SHOWN HEREIN ME THE PRDPERN OF EDUIND WSW 9NIDEY Al"I fS. PA AND REPRODUCTIONS, DISCMRFS DR USE THSISF IN W OR IN PW IS DPRESAY PRO- HIRTED WRHd)E WRRTEN PERN5510N. COMM. NO: 03O2OIV8 DATE: 3 APR„ 2003 o BY: Jw CH'KD: .F:B SHEET NO. I OF TWENTY-TWO B 12 STANDING SEAM E METAL ROOF 8� T60- A+28'-8' 2 A-15 -iv T.O. BEAM A-9 O b. 1' 0 1 (TYP.) C.J. (TYP.) STAN ING SEAM C.J. (TYPJ C.J. (TYP.) O O O° O MET ROOF SEE DETAIL BELOW O° b.. O° ALUMINUM GRILLE � SEE DETAIL i/A-9 S .: - li ...b"1+ rtlt .d-mac r.. .,-.. ,on ! •„ . ,a s q_ak.l 34-,.�..,.. ,.v.. lf. hks ..,. .�.v, .J.,. .. .., +20'-4" r I . ux.v ^z..ry •. STYROFOAM .,.. " ..r.. .,_r .,.. .,, ... � ..rt=,.- ,- x• � .ti h CORBEL. SEE ,���., o❑❑❑❑❑ SECTION B/A-14 r —• . • .. ❑❑ ❑o❑ NEW .., I LLI I I I I I I U ii I I I I I I 117 1111❑❑ ❑❑❑❑ 8"X8" ' •. � '• 00000❑❑ Fm o❑000❑ GLASS +12'-0" r 16 111 H 17111111111 lmm7u® °o °o°oo°oo BLOCK I I H I I I I I I I I IE T.O. ZV FLOOR l C.J. (TYP.) �k> �. ..>�se » C�.., . ,,,�t .... ,.,:.. ,.c �'. .....e. -, .3-: to .,, ..-u ., 4..,,i. �,• °�x� 4�, ui t. , I ,x ... .. . " ,"x;., , x, ... ,,,r,.w ..•, `�+ ur ._wu.., I. : • ' f�°+,e °. t; ;= ��f-.-.. � t'u., � .. f,j: � a<". ei. x h„ fir,:, f€�;;� __.... .r.;. I b. R"0+. �� � rk` S" tri 77 +0,-0. TOP OF SLAB T C.J. (TYP.) C.J. AT WALL BEHIND ALUMINUM GRILLE C.J. (TYP.)3 C.J. (TYP.) C.J. (TYPICAL) SEE DETAIL 3/A-18 STUCCO OVER I/4" X 6-1/2' LONG MARINE GRADE A-9 ST. STL. THRU-BOLTS. PAINT ALL (TYP.) A STUCCO OVER A 18 F BUILT OUT STYROFOAM I HARDWARE TO MATCH GRILLE L L I BUILT OUT STYROFOAM SOUTH , T I ON SCALE, 1/8" - I'-0" N �/-3/8" REVEAL. USE ST. STL _ SPACER WASHERS OR A-i9 r i J PROVIDE WELD PLATE B 1/2" RAISED STUCCO+1-3/4"� b. PER DETAIL 3/A-18 I BAND AT +I-3/4 II'-4" � 12 � � g� STANDING $EA IF ALL WELDS TO BE GROUND SMOOTH 0 START W/ FULL 48' WIDE METAL ROOF 7 PARAPET MOULDING A-9 "' '� '9 SUILT CUT TUCCO CAPITOL 20" DIAMETER RAISED STANDING SEAM C.J. (TYP.) STUCCO AT +I-1/2" (TYP.) 1 1 ( YP.) i 1 • o o b. �� 5. METAL ROOF 3X2 WELDED O I SEE DETAIL BELOW O ALUMINUM �� PINEAPPLE GROVES O PRECAST MEDALLION (16" DIAMETER) 16CM O23: �+5/8° 1-1/2 X 1-1/2" SEE DIE AIL I/A-9 ALUMINUM +1-1/4"-) ❑❑❑❑�. (8) 2X3XI/4" X 6" LONG o❑ ❑❑ C"J' b ` ❑ ❑❑❑❑ STYROFOAM b. ALUMINUM ANGLE b. I CORBEL. SEE ❑❑❑❑ ❑ ❑00000❑ SECTION B/A-15 +12'-0" ❑❑ ❑oo❑ )WD R T T.O. 2ND FLOOR ❑ C.J. C.J. b• H 3 C.J. I /4" +5/8' w MASONRY ROUGH OPENING STAINLESS STEEL 1/2" DIA. EXPANSION TOP OF SLAB 3X3XI/4" X 6" LONG BOLT ALUMINUM ANGLE DETAIL PAINT TO MATCH A 9 C:J. (TYPJ 1:77NEW 2 ' SCALE: 3/4" - I'-O' REF. THIS SHEET A-9 WALL AND GRILLE WALL - O (TYP.) STUCCO OVER I (3) STAINLESS - - ° . B BUILT OUT STYROFOAM I\ STEEL SCREWS L 04J. AT WALL BEHIND NOTE: I COLUMN (TYPICAL) P12OVI E (2) ANGLES ON SID S. a a P12OV 1 E (3) ANGLES SOUTH ELEVATION ° ON TO AND BOTTOM 2X3 ALUMINUM $/8° 4 SCALER 1/8" - 1'-0" PINEALE GROVES 3/8" PRECAST MEDALLION REVEAL (7-5/8" X 7-5/8") II'-4" I 12 NSTANDING SEAM FOAM FACTORY PARAPET 08SM-023. METAL ROOF MOLDING. START AT CETERLINE (13) THIRTEEN TOTAL ALUMINUM FRAME 8 AND WORK RIGHT AND LEFT W/ 48" LONG P12EFINISHED 11'-6" SECTIONS MASONRY OPENING +28'-8" NO WORK AT T.O. BEAM THIS WALL BEYOND TSTANDING SEAM C J. (TYP) O b, TO METAL ROOF OSEE DETAIL BELOW b �d5 d -"N Z " ;:'.a 4 ao-.':. d '•., :rTruY ka n}:: R _,J:. S •• :§a. ::. 4 f b. +20'-4' G — T.O. BEAM A-18i b• ❑00000❑ a. b. 'b.' ❑00000❑ ❑o❑❑oo❑ _ .. +12'-0" J LIMIT OF VERTICAL W RK-t� NOTE, EXTERIOR WALL RENOVATION CARRIES AROUND ON NORTH WALL VINYLCORP ]"SLIP JOINT i" OF THIS ROOM. SEE PLAN SHEET A-4 EXPANSION JOINT REVEAL MODEL sD4058-100 PAINT ALL THROATS CO STUCCO CONTROL JOINT DETAIL (STYLE a. ON KEY) 3" = 1'-O" NUM GRILLE . 1'-n. DFP TLIIR RLJPFI SCALE- FILL SIZE DETAIL C.J. (TYPJ ,, q771 SCALE 1-1/2' - 1'-0' REF. TNT° c.. a. Ec yx,z,, r•R"I$7, -s ,, "•g' LfF s�4 x� I. Fa +0'-0. TOP OF SLAB C.J. EXISTING A/C UNITS TO BE C.J. AT WALL BEHIND C.J. (TYP.) (TYP) RELOCATEDSTUCCO COLUMN (TYPICAL) NEW _ 3 TOWER BUILT OUTOVER STYROFOAM A-9 EXISTING BUILDING _ (TYP.) WEST WALL AREA TO BE RESURFACED BEYOND NEW TOWER ST ELEVATION SCALE 1/8" - 1'-0" -m STUCCO CONTROL JOINTS (TYP.) SEE DETAIL THIS SHEET CONTROL JOINT KEY a. VINYLCO12P I" SLIP JOINT EXPANSION JOINT REVEAL. MODEL #4058-100 (5/8" GROUND) b. KEENE XJI5-3 SOLID ZINC W/ 5/8" GROUND ON RAW MASONRYAND 3/4' GROUND ON ALL OTHER WALL ASSEMBLIES I I �• (SOFFITS) VINYL CORP tt1575X W/ 3/4" GROUND d. STUCCO REVEALS PER DETAIL 4/A-18 MUTE; PAINT ALL THROATS 3 W z Li m w O(D Q Vi 0) O N 0 4 m in c HQ N o Z� I Z a 0 E 0) W o SON ~ Q Ili N Z U )_mw Q WOZ En W S W (D > D- N U � F- O co Q Q O Q Q w N W Ilr— U U U Z? o J OO O U2 ILL LY H W z z;00 UQ 0Q(:to Z W uui JD v� mo low D_ WQ (noIL V w w O a w N Z 0 N w W a 0 z © APR. '03 THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY W EDUL ND DffrD S 81 L AH]IRECIS, PA PND PEPRD =NS, DISCLOSURE M USE NEW IN WIM OR IN PARE S F09MLY PRO - HIM WIIIKKP WRRIEN PENM55IDN. COMM. NO: 030201VB DATE: 3 APR., 2003 BY: Jw CH'KD: Jm SHEET NO. A.-9 OF TWENTY-TWO I IN +9'-8 +9 0 A.F.F , • z ! - `; ti CLG +19 8 z AF F AT BEAM� ABOVE y' F O s"v + M F.F, +9_0° A.F.F. kr +q'-g" L ONE HOUR WALL A.F.F a ti. � r i' .-. v .. ,. e.,t`S' 2 a,i. PS ''k`r. , „ay....y Et ? M�w• p : A. �„E, ,.c... a ... ,. � Za,t,t.. .. k � �v 'tr 4 1 , F � ,. � `;: n � :.� .= `�.'a a ' ':.,. MEN OM[loi NyO Oq-. 8 =6 s alear: OO OO �,: $'- (� CLG. 71,-- 5. CL LG \ . M.E. 8'-6" C NFERE NCE CLG. • ..: UL.tt425 ROOM HALL tt3I LG. STUCCO . NOTE "A" CONTROL JOINT DIRECTORS II / A (c.J.) TYPICAL OFFICELL — — .{{ n W s � ARCH 5. .. ,� z PAL R/A 8 -6" C G) p p U 8 x r 8 6" _ & `L ILLIN C G. c G. / SU ERV I OR _ 00 ' 3 R/A OF FE OFFICE R/Ay' " r PAL - — LG. FFICE r8 U4 CLG — - — ;« ORK 3 1 ()} 2 CL RAT HOU F OOMI '* D CL U TO ER'< R/A�• = E VIC **I \ CLG,` '-6° C.J. g_ . CLG, 77—, - - m I I a ,? +9 0 74 x FLU w. �L R(A 8'-6" HALL #5 R/A CLG,a II u c -6" ' _ STO Q C - - / 3,. — — N . G, � SE IC TE A 8-j6 i* N d 1 r , ,' O rr`';: •• • '' :. f, ALL U- .;: 3 k; 8' 6" O 2�" s CLG. 3'. W Ile#r no 'LG. aCLG UT ITIE HALLC, U2 MANAGER A.F.F. W _ +9'-O" .. A.F:F. CEIIN A.F.F. '.. '4 u w � y. O � USTOME 1 SENIOR Qo Qo I 19'-8" + f CLERK C J. A.F.F. +91-0" •• 8 2 SOFFIT r "ve f i. E, .v. , r°. rr... x.. .-.a... _ x�:l .. .i' , e.�:. Y•: .'.• t..k'.. s gA.F.F. l C.J, T - (24'-3-I/4" O `II'-3-I/4° p STUCCO CONTROL O . 24-3 I/4' CLG: CLG. CLG. JOINT (C.J.) TYPICAL A7 BEAM �. ABO M C. +9'-0. +9-0° ABOVE C A-,F. +19'-8 +9•-O 4 + r A.F.F. A.F.F. 4E' A.F.F. +19'-8 +9'-b: A.F.F.. A.F F 3 e Y C.J. AT OVERHANG (TYPICAL) � J +9'-8" +9•_8" TYPE C. ON SHEET A-9 KEY +q'-g^ 4-8" A.F.F. .F. A.F.F. PEFLECTE D CEILING PLAN A.F.F. A.F.F. A GROUND ELOOQ UT I L I T I ES ADD I- m ION SCALE: 1/4" " 1'-0" m LIGHTING LEGEND RECESSED CAN Qp AT MOUNTING WALL MOUNTED LIGHT FIXTURE HEIGHTS SHOWN) EXIT LIGHT Z 2X4 FLUORESCENT WITH ACRYLIC LENS 2X4 FLUORESCENT WITH PARABOLIC LENS %1 INDIRECT WALL SCONZE AT +7-O" A.F.F. PENDANT MOUNTED INDIRECT FLUORESCENT LIGHT A/C REGISTER U R/A RETURN AIR REGISTER EXHAUST FAN • fT v t' - II \ F-=- \ 1 III � I Il. O C t9 A.P.F. Y Z_ ui m Li Q (n0)O N 04 Q O % LuMr) N 0 � V m N O Zp I Z a 00 p-Or) W o a. O tD z F- J N =� U C-Ld Q Z LLI L) )-mw wOZ J e cl� O W to > C- 'U w a O I U (n N Q � Q D a 6 6 I I I W z U U U zz o J O O O UU_ W )_ u W z -)u� M Q ®Q U �Z Wzui �w -� 0 n. W (n O l~L v Q w a_ 0 z O N w W a 0 Z © APR. '03 THESE PUNS ANO THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF MAD ORRBW BNIOEY ARMTECR. PA AND REPRDOUCTTONS, DISCLOSURES OP USE THEREOF IN WiIOIE OR IN PART IS OPRMY PAO- BBEEO WRXOCT am PERMISSION. COMM. NO: 030201VB DATE: 3 APR., 2003 BY: IM CH'KD: ,FB SHEET NO. A-10 OF TWENTY-TWO LIGHTING LEGEND RECESSED CAN OO 2Y4 FLUORESCENT WITH ACRYLIC LENS EXIT LIGHT A FLUORESCENT WITH P PARABOLIC LENS INDIRECT WALL SCONZE +7'- A.F.F. A/C REGISTER m RETURN AIR REGISTER ER SCALE, 1/4' - 1'-O" } W Y a o ^ z_ 0- w Fn N ~ p :D co W V) 0) 04 Q HM1-0 m N 0 N Oo d Z Qp I z a p-rn 0 Lo N U EL v Q Z FW- = J W ui U rm 41 JQ 1woz to LEI S W to > a U w a W f— D O W Ua Q D a J W W L.JL W I- Z tU U U U � zz Q W o o[ 0 ci 0 a W z �;0, UQ Oar �z W? _l O_ U [y o -j 0ow a inQ ��L r U W O Of w O e� w z Z O N w w 4 0 z © %PR.O3 THESE PUNS AND THE INFORMATION SHOWN HEREIN ME THE FROPERIY OF mo ORRQ9115 RH ARMRECTS. PA MD REPRODUCTIONS, DWLOSURES OR USE THDOF W M01 OR IN PAP 6 E%PKMY PRO - HIT= WTMWT'hAR1EN PFRM6510N. COMM. NO: 030201VB DATE: 3 APR., 2003 BY: -w CH'KD: I=B SHEET NO. A — I OF TWENTY-TWO L " EX EX: r EX, �QMMU IT D VELOP EN EX. } EX. "RIA BUILDING DEPARTMENT n REMOVE EXISI ING CEILING GRID AND S.A.. IN THIS SPACE. SEE NOTES S ETA 8 EX. EX. EX. EX. EX. ® EX VE GRID AND S.A.T.ry 11 T -O. CO FER C tt� OO A -0 SSA12FOR NEW FFIT WALL, R LOC TE LIG LIGHTS. r I 1 ! Ju - - HA L #I ; HEAD R - - f �1 1 - "-'- i_ _ I I w I� � � � I I I i. I � I i t � . 1 P !• . f 1 s. 11 I 1 " r __ _ 1 _ _. L LL.._ _ _ L _ L_. _._ _ L ._._ _ L L t 9 3j IE _ I )23 3 R/W ® CMG ! SECRETARY a ®, 6. TCH E STI qG O SECRE ARY—REMOVE EXISTING SE RETARY \ / xt2 GRID AND S.A.T. #t4 ti 6-6"7 FFFR HA L #2 3 CLG.1 wh 41ph I � 1 F014 110 1 Na I Ap., looll =1 0401MMAill Ell I -1 TY FW J A R/A T-O" HEADEREE III�(III OM UNI Y R/A �J T-O" HEADER T-O- 1 � II � II _u BALCONY LANDING DN. LIGHTING LEGEND RECESSED CAN 00 2X4 FLUORESCENT ITH ACRYLIC LENS A 2X4 FLUORESCENT WITH Rr PARABOLIC LE i� If EXIT LIGHT / / II INDIRECT WALL SCCNZE --� � +T-O" A.F.F. PENDANT MOUNTEDINDIRECT FLUORESCENT L IG PERMITTING 4A/0 77-GI_=p_ FIN 4 RETURN AIR REGPIST R I I I I I I I I I I I I I 1 I I I I I I I I I I --- I I I _ P A S EXAMINERS R/A R/A LA HUB ROOM I I I I I i I I I I I I I I I I I I I I I I I I I 8 6 -- -----� --- --� J Rx— -n C G.� — " ---------- T 3 a,A 1 1-1 LLL_L_LLi_L1 1 z +8 -6 LL CL G.� [Ell +8•-6" FILING PLAN )Q EAST ADDITION EAST \ STAIR \ W Z a w m N ~O Q N N O Q N coo HMrn Z a g porn W 0 a0Lloo J 04 U a=I� Z U r m W J Q two 0 Lo w = W cn > a U N a W N N I a � Q D Q J Q ui 1� U U_ U zo _o Q a Oo Uw LL F- N UQ o'a0, U a� wz �zow �O of0 I_ �>Of , (L 0 ow ��1-:0 /� V J Q (n N IL F- U w 71 a L� 0 Z 0 N w d' w Q O O Z © APR. '03 THESE Pw+S AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY 7 EDLUND DRRFHIAR RNMIEY ARC!fT= PA AND REPRODUCDONS. OSCLOSURES OR USE THEREOF IN WINDS OR IN PMD Ni ENPRMY PRO - MINED WRHOIR WRRTEN PERMISSg . COMM. NO: 03O2OUVS DATE: 3 APR, 2003 BY: JIQ / 0MC CH'KD: _FB SHEET NO. A — li 2 OF TWENTY-TWO EXISTING CEILING LEGEND RECESSED CAN OO 2X4 FLUORESCENT WITH ACRYLIC LENS 2X4 FLUORESCENT WITH PARABOLIC LENS WALL SIDE REGISTER A/C REGISTER a R/A RETURN AIR REGISTER / / L ---�- :I SEE SHEET A-14 EXISTING TYPICAL S.A.T. CEILING HGT. RELOCATE LIGHTS E RETURN AIR GRILLE NIE EXIT LIGHT. SEEI FIXTURE SCHEDULE SHEET E-1 (TYPICAL) EXISTING 'w CORRIDOR DRYWALL / CEILING HGT / +T 10 R _W EXISTING CEILING ACCESS DOOR. KL . KEY REQUIRED. pc E IT LIGHT. FIXTURE SC NEW - fX %f Ehl"�3n'e a v. REMOVE CEILING FOR NEW DOOR E WALLS 'V LE ii �EX ax Ex EX /. Ex 121AW SEE SHEET A-14 PEFL CTFD CF I L I GROUND FLOOD E SCALE: 114" - 1'-0" NOTE; SEE NOTE p. ON SHE IVA J ,. I �YAN AST (EXISTING BUILDING) A-2 FOR WORK IN THIS AREA 0 F---� \ / / u w Y a � z_ ° w m iv ~ O H a O N N O m N o o ~Q� zol za W 0 g O�� 0- 0 1- z Q < 2 J U N = LJ I� v Z F- J Q >- m ui xOz J a 0 U)WOz w co>CL LV)J Q W cy W z W U U_ U z zo Q oC ® p 0 UZ LL UJI II D[ , '�- Wz p �QT U� UQ� z Wz Jo �28 o J OR: W WNu- F- U W 0` O CL w © APR. '03 THESE PUNS AND THE INFORMATION SHOWN HEREIN PRE THE PROPERTY OF EOWND DRUEN3AR INNIIM ARCHNECR. PA AND PEPgODUCRONS. =LOSURES OR USE TIffnEOF'IN RTpIE OR N Im 6 OPREmy PRO - HIM WIRIOfR MRRRN PE IMON. COMM. N0: 030201V8 DATE: 4 APR., 2003 BY: CMC / jQ CH'KD: ,r-B SHEET NO. II A OF TWENTY-TWO F +24'-3-1/4' HIGH CEIL AT BEAM ABOVE : A C +li'-3-1/4 HIGH CEILING AT BE, AB +24'-3-1/4" HIGH CEILII +9'-8" A.F.F. (TYPICAL) - JEACXN�'l I EXISTING I IS LOWER ROOF A-17 I I ROCF. STING EXHAUST DUCT ALL EXISTING ROOF >T FAN AND CURB CELLCORE OVER INSULPE12M INSULATION BD. RAIN AP ONE I VAY VALVE (ON NT ONLY) EXISTING R.W.L.W.L. _ R X�' R.D. DET SCALE 3' " R.V.ROOF EXISTING H.P. P.W.L. R.D. P.D. R-o .L. , R.V.1— R.D. i R.W.L. O O 0 0.50 SPUN ALUM. FLANGE INSULATING INSERT HOT AIR WELD / r MEMBRANE ROOFING LOOSE FILL INSULATION IN VpID CUT INTO EXIST'G. DECK AT ROOF VENTS E�ISTING t W R.D. BALCONY I 1 DN. F LEGEND R.D. ROOF DRAIN, SEE DETAIL 2/A-14 H.P. HIGH POINT R.V. ROOF VENT, SEE DETAIL I/A-14 R.W.L. RAIN WATER LEADER DOWN A EXISTIN STAIR - FTR' RING I" PAST RING UPPER kOOF I 1 I �OPEN I PANELED ROLL MEMBRANE ROOFING — TROWELABLE ADHESIVE MASTIC LAYER UNDER LEAD FLASHING HOT AIR WELD SEPARATION LAYER I� it CELLCORE SLOPED TO FORM PERIMETER SUMP AT ALL ROOF DRAINS DETAIL AT ROOF DRAINS SCALE A" " 1'-n, DFF TWC PgUPFT 1 n._I A LENGTH OF NEW MASONRY PARAPET FTR tt101 A-17 300 SERIES ALL STAINLESS STEEL (MARINE GRADE) WORM GEAR CLAMP PREFORMED FTR T SACK FLASHING 3D' HOT AIR WELD SINGLE PLY RO FING ... STACK DET A L (TYP. VENT PIPE FLASHING) Rr.Al PI 'A," =•I'-rs" DFF TWC cU==T DECK H ' I /.//HIGH� BUTILITIES DEPARTMENTA DITION HIGHCELIN(3 EXISTING BUILDING HIGH I/4" +24'-3-1/4" NIGH C ILING HIGH CEILING t .. $ B 6 B B CJ. AT BEAM B ABOVE C J. C.J. A C J: C.J. C.J. G: . B E... B B . B' B. B 'A B •B . .; ._ gam.'„ . .. ., vrt -..;„ _ '' •. ... HIGH CEILING (TY ICAL> II'-3-I/4 C C II'-3-Il4" +9'- ' A.F.F. + + �-. • AT C NIGH CEILING AT C C HIGH CEILING C C HIGH CEILING BEAM +24'-3-I/4" AT BEAM BEAM LEGEND C BAT EAM C ABOVE HIGH CEILING ABOVE +19-8" A.F. ABOVE ABOVE - (TYPICAL) • ._ N (AT COVERED RECESSED CAN LIGHT (WEATHER PROOF) ( LAN WALKWAY) WALL MOUNTED LIGHT FIXTURE (AT +9'-O" A.F.F) B WALL MOUNTED LIGHT ?(f'A.LEt I - I.-C" C.JI STUCCO CONTROL JOINT FIXTURE AT 9'-O" A.F.F. A'+ LARGE WALL MOUNTED UP DOWN CYLINDER C WALL MOUNTED LIGHT LIGHT MOUNTED ON BEAM ABOVE (AT +19'-8 A,P=,FJ FIXTURE AT 9'-8" A.F.F. i w J Y a o 0- W _Z m a ~ d ' " IN 01 N V1 o Z_ 1 ZLa Q p 0) F-z g n0in W/ !C a i � IJ ... 04 BD. 0 V CL Lu z 2 Q Wv U >_mL.. JQ mpZ 0 W En w = to>a- 'V,...R.,1� enlllllllel.nlllllllle ' III�II'I,R.......REI'lllll� �sIIIIIIIDIIIi�IIIIIID�� J a w W Z ui U U Z o Q DC ® O U z IL l Lu w 0Q UQ �z J0 WZW O J Oa �Q U)oIL F CD w 0 w w 0 � CA_ Vl Z 0 V1 Li s w F_ 0 z © APR '03 THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPM DF EDUIND MOM SINpM ARC IUM PA MD REPRODUORONS• DISCLOSURES OR USE iHRW IR R OR N PART is FAP xy PRD— Kanto RTRIWi WRnTeN PERIM590N. COMM. NO: 030201VB DATE: 3 APR., 2003 BY: JNR CH'KD: rI3 SHEET NO. 9-14 OF TWENTY-TWO SEALANT NOTES TERA INATION BAR riON C/A-16 SIMILAR ST. c, TL. FASTENERS W/ NEO RENE WASHERS +23' 8' STUCCO J-BEAD ELY ND SINGLE SET TRACK IN SEALANT • — ', — T.O. BEAM PLY P WALL all AND SEALANDT • . SEES DETAIL 2/A-16 DETAIL I SCALEI-I/2" = I'-O" REF. THIS SHEET A-15� 114" ROD E SEALANT AT VINYL CASING BEAD SIM. / '2 AIL 4 \ SCALE: 1-1/2"- 1'-0" PER THIS SHEET A-15 SEALANT -- — , SEE STRUCTURAL DRAWINGS IMPACT GLAZINGFOR TRUSS CONNECTION O � SEEN� OPPOtITES TE SIDE T 12 B STANDING SEAM METAL ROOF OVER TAMKO SELF SEALING ROOFING OVER 30 LB. FELT OVER 5/8' CDX PLYWOOD OVER STEEL TRUSSES AT 2'-O" O.C. ESP WHITE ALUMINUM DRIP FLASHING WITH CONTINUOUS CLEAT I, O. CANT SEE STRUCTURAL DRAWINGS i FOR TRUSS CONNECTION .. +28'-8' 3-5/8" 20 GA. METAL T. ARCH SERIES 3000 FRAMING AT 24" O.C. 14 STOREFRONT FRAME 8XI6 72XCEDA 41502E O E12 2CEDAR APTI 2X4. / _2 $ 8XI6 ;� <.JACK PRIME ALL SIDES MARBLE STOOL U RIOR TO INSTALLATION MAR SET IN MUD 3/4" ST CO OVER GALV. c� + / METAL TH OVER 30 LB. x I-RI86 METAL LATH Q \ FELT O R 5/8`' DENS GLAS c0 8" CONIC. BLOCK /4" STUCCO OVER GALV. I/2" GYP. BD. OVERESP ALUMINUM FLASHING "METAL STUDS BEYOSET IN SEALANT GOLDS EATHING OVERc03/4" P.T. FURRING -I/2' STUCCO BAND Pp 14 GA, CLIP ANGLE AT EACH TRUSS 3-5/8" 2 GA. STEEL MASONRY END WALL BEYOND STUDS T 16" O.C. 1 Z o (PROVIDE CONC. FILLED CELL AT EACH DUR-O-WALL i I/2" 4 0 " TRUSS CLIP ANGLE) i 4 REINFORCING o° ` A-15 A-15 +25'-4" A-16 12 UNIC�AD UC3 OR APPROVED PRESSU E BAR W/ SEALAN OL DUR-O-WALL LADDER TYPE ° • 5.5 EQUAL STANDING SEAM 1 12Xi2 (� '1 HORIZONTAL REINFORCING METAL ROOF OVER TAMKO SELF SINGLE LY ROOFING I ` 12XI2 AT EVERY OTHER SEALING BASE SHEET OVER 1 30 FELT OVER 5/8" CDX BLOCK COURSE PLY OOD OVER METAL ROOF-- qc METAL ROOF TRU SES AT 2'-0" O.C. TRUSSES AT 2'-0' O.C. ESP ALUM. CL -LOCK ; CORE FILL 500 FOAM °o 6" DRIP EDGE FL SHING `/ +23'-g INJECTED INSULATION AN W/ CONT. CLE T o°� L3X3XI/4" CONTINUOUS 2XIO S452E C DAR OVER LEDGER FASTENED W/ 3/4" DIA. 4" VINYL BASE oCF EXPANSION BOLTS AT 46 O.C. (2) 2X4'S. (BA PRIME 2XIO 1/2" DIA. THRU BOLTS AT 24' O.C. TYPE c. CONTROL JOINTS M as SEE STRUCTURAL PRIOR TO INS ALLATION) fr W/ 2' DIA: X 1/8' WASHERS (TYP.) d 14 GA. CLIP ANGLE DRAWINGS FOR _ 5 " STUCCO OVER CONNECTION ' 8 *p CONCRETE BLOCK a 4-3/4%DEEP dONC.4: ° 44 •, L5X4XI/4" LLV "I +II'-4" WELDED TO JOISTS Q 12' DEEP PRECAST JOISTS r.) T.O. BEAM _p � P l 3 b A-15 a: A-15 SIM S 8 CCO J , ZINC C.J. (LINE UP WITH C.J. ON SECTION C/A-16) NOTES PROVIDE 8" PRECAST 3/4" STUCCO OVER HI-RIBB CONIC. LINTEL AT WINDOW AND 5/8" DOOR OPENINGS (TYPICAL) GALVANIZED METAL LATH STUCCO W/ TYPE a C.J.'S T+8'-2• T.O. WINDOW R.O. FACE OF SUSPENDED ACOUSTICAL CEILING (S.A.T.) 3/4" SLOPED TOP COLUMN BEYOND 1/2" GYPSUM BD. OVER P.T. IX2 FURRING AT 16" O.C. STUCCO OVER MESH OER I-I/2" STYROFOAM Q BUILD OUT 04 NOTE A FOR WINDOW DETAILS 1 SEE II/A-22 AND 12/A-22 oC �0, 4 4 CORE FILL 500 INJECTED FOAM INSULATION N d `"O TYPE a SLIP JOINT REVEAL UTILITIES ADDITION EXPANSION JOINTS N o 1 CONCRE COLUMN BEYOND DUR-O-WALL LADDER TYPE REINFORCING z 3 AT EVERY OTHER BLOCK COURSE SILL HEIGHT 4" CONC. SLAB W/ 6X6 10/10 WELDED ° WIRE MESH OVER 6 MIL VISOUEEN VAPOR BARRIER OVER CLEAN, COMPACTED 812ICK PAVERS TERMITE TREATED FILL O 0 0 SET IN COARSE LEVELING SAND N � 4" VINYL BASE 2 SLOPE I' A-15 y iv o If T.O. SLAB — — .• vie ,.. _ ���=���1, � FHA HEADER BLOCK CONCRETE EDGE — ° CONCRETE SPREAD FOOTING. e SEE FOUNDATION PLAN FOR ° SIZE AND REINFORCING WALL AT NEW SECTION ADDITION ! A scotF 3/4" i• I'-O" REF: SHEETS A-4, A-5, A-7, A-9 k A-15 CET I SCALE: FULL SC 3/4" STUCCO OVER HI-RIBB METAL LATH OVER 6" 20 GA. STEE4 JOISTS' AT Z-O" O.C. - NOTCH BACK OF \ SIM. 2XI8 12XI8 1-1/2" DOW BOARD \ (2) LAYERS OF 30# FELT BB41ND VINYL-CORP i� #66200 2" STUCCO STOP CO BE (BRACKETS) MANUF. BY FOAM FACTORY WITH CO ALITE STONE FINISH O' ON 1.5 LB DENSITY FOAM _ PAINT a / co 2 11-0" 5" 3/4" STUCCO ON GALV. LATH AV R ON 304 FELT ON 5/8' DENS GLAS GOLD B CK / / �\ GABLE RAKE DRIP ON IX4 CEDAR 12 —15.5 A-1 ?c 3 L I �� \ I -/ \ � I ALE REF• THIS SHEET A-15 ° —I� 4 o A-16 I o�� I I I • SEE NOTES SECTION a� CASIN BEAD A/A-15 SIMILAR i AT WALL CONTROL JOINT, I (aJ PER KEY ON I I I OL SHEET -9 I a o a a a -- r —LL—--=I-�--L---- L, -- f — II \L � of CORNER BEAD I+ I + CONCRETE BEAM SEE TRUCTURA DRAWINGS F L I + ESP ALUM. CLIP -LOCK M H BEYOND CONNECTION . DRIP EDGE FLASHING W/ CONT. CLEAT + + ; + + 2XIO R.S. CEDAR OVER 1 + + (2) 2X4'S. (BACK PRIME PRIOR TO INSTALLATION) WALL SECTION B SCALE: 3/4"- 1'-0" REF1 SHE TS A-4, A-5, A-7, A-9 A-15 DETA I L SCALE: I-I/2"',- I'-0" REF. THIS SHEET A-15 ALUMINUM GRILL SEE DETAIL 2/A-9 '--SLOPED STUCCO _ +20'-4" — �; 7 °I ° 5/8" STUCCO OVER CONCRETE BEAM STUCCO OVER STYROFOAM CORBEL ' I ROOF BEYOND T.O. BEAM uLLI • • u ' ILD • Ld • .. • LLJ • • • (Ilw••v111 111��....�1� loll ,alllllllllN�,allllll I li. IIIIIupn.......g11j11I1 .�nlllllllllllllllllllll,. ��IIIIIIII�iIIIi1Illllll�il UJ ui • • Lu • o . • • n • • Ld CL C APR. •03 THESE PUNS AHD THE INFORMATION SHOWN HERQN PRE THE 'PRDPFRIY Di EDWND piRF}6�S .NNEY /ALWfCDR• PA. AND REPROE A6 DPRE5 OR RO- iNFREDF IN W,p1E OR IN PNif 6 DD'R65LY PRO- , xlenm wnNart wmrt[N PmNlssaN. COMM. NO: 030201VB DATE: 3 APR., 2003 BY: .N1R CH'KD: "FB SHEET NO. E TY A -I TWO OF TW N - LINE OF EXISTING SCUPPERS BEYOND —- EXTEND NEW SINGLE PLY ROOF INTO SCUPPERS BEYOND EXISTING NEW BUILDING ADDITION EXISTING DRIP EDGE EXTEND ROOFING UP UNDER EXISTING FLASHING NEW SINGLE PLY ROOF OVER SLOPED L.W. CONC. y EXISTING NEW 1 BUILDING ADDITION EXISTING PARAPET WALL / SLOPE TO OF DRAINS EXISTING ROOF DECK SEE STRUCTURAL DRAWINGS FOR CONNECTION DETAIL EXISTING SPLIT Al FACED BLOCK NEW S.A.T. C EILIN G DETAIL\ 1/2" ROD AND SCALE: 1-1/2' = I'-O" REF. THIS SHEET A-16 POLYURETHANE SEALANT SINGLE PLY ROOFING FACT RY ALUMINUM OVER SLOPED L.W. CONIC. / DRIP EDGE L5X3XI/4" LLV // ALUM NUM BASE 3/4" FLASHING 1'-0" Q 3/4" SEAL NT W/ BACKER ROD P.T. 2X6 SHOT TO CURB �I 20 GA. SNAP LOCK ALUMINUM FLASHING TOOLED DRIP a 1-1/2" FROM EDGE EXISTING FASTENERS AT 12" O.C. + p� Q SECOND FLOOR —� SECURE TO MASONRY PARAPET MOULDING, W/ FOAM OR MORTAR 1.5 LB DENSITY FOAM W/ CORALITE STONE 2-3/4° FINISH AS MANOR BY FOAM FACTORY. 1-800-492-1002 DELIVERED IN 4'-O" SECTIONS 1-3/4" VINYL CORP MODEL tt66175, W/ 1-3/4" GROUNDS 34 DETAIL 2 SCALE: 1-1/2' = I'-O" REF. THIS SHEET A-16 Lgli-112" GLE PLY ROOF OVER �-P.T 2X SHOT TO ANGLE OPED L.W. CONIC. OVER 22 GA. STEEL DECK ESP ALUMINUM FLASHING SLOPE� L5X3XI/4"LLV BABE FLASHING SET IN SEALANT I NQ 'i A-16 \ eC CORE FILL 500 FOAM INJECTED INSULATION °cf I o SIM.— TOOLED DRIP BY MANUFACTURER '° / -2 / SEALANT \ ANEW 1/2" GYP. BD. OVER EDO^ 3/4"X2-1/2" METAL HAT CHANNELS AT 2'-0" O.C. f� 9 IM AC GLAZING OVER EXISTING FLUTED 3 CONCRETE BLOCK AL M N M T REFR N S O O T / MARBLE STOOL{2 ,14 SET IN MUD / FLASHING �0 1/2' GYP. BD. OVER 3/4" P.T. FURRING / SEALANT 4 1 A-I6 14 GA. CLIP ANGLE AT EACH TRUSS. \ (PROVIDE CONCRETE FILLED CELL AT DUR-O-WALL LADDER TYPE EACH TRUSS CLIP ANGLE) HORIZONTAL REINFORCING AT EVERY OTHER 12 5 BLOCK COURSE �� —� 5.5 R B 3000 PSI CONCRETE OVE12POU12 REMOVE EXISTING ROOFING W/ 6X6 0/10 WELDED WIRE MESH AND ROOF DRAINS, WOOD o°d (POUR LEVEL W/ EXISTING FLOOR) BLOCKING AND FASCIA o°, METAL ROOF obi TRUSSES AT '-O' O.C. 7'-0" 4' VINYL BASE L3X3XI/4" CONTINUOUS LEDGER FASTENED W/ 3/4X DIA. EXISTING STUB COLUMN EXPANSION BOLTS AT 48" O.C. SEE.; 14 GA. CLIP ANIGLE DRAB a .� CONE _ ,—. a (2) tt5'S CONTINUOUS a +10'-8-1/2" T.O. EXISTING 5/8' TIE BEAM STUCC EXISTING SAWCUT AND REMOVE 8" OF 8 ZINC C.J. STEEL BEAM EXISTIN 10" DEEP JOISTS EXISTING L.W. CONIC. AND FORM AND POUR NEW CONCRETE THICKENED EDGE W/ TWO tt5'S 3/4" STUCC OVER HI-RIBB GALVANIZED METAL LATH SEE SHT. A-10 E -14 FOR C.J. LOCATIONS EXISTING STUCCO REPLAC EXISTING S.A.T. GRID AND CEILING TILE WITH ONE HOUR RATEDEILING TILE WITH HOLD DOWN CLIPS. ROVIDE 5/8" TYPE "X" GYPSUM BOARD AROUND EXISTING LIGHT /4" SLOPED TOP FIXTURES (TENT FIXTURES PER ULUG214). N T O rSEE SPEC, SECTION ON LAY -IN CEILINGS FOR ONE HOUR RATED ASSEMBLY A 3/4" STUCCO OVER GALV. METAL LATH OVER 5/8" DENS GLASS GOLD SHEATHING OVER EXISTING ONE HOUR COMPLETE DESCRIPTION. Q U.L,tt G214 TUCCO OVER MESH OVE121-1/2"STYROFOAM OUT EXISTING DRYWALL OVER 1BUILD — P.T. IX3'S AT 2'-O' O.C. RATED CORRIDOR EXISTING STEEL COLUMN FURRING OVER EXISTING BLOCK WALL Q NOTE, NOTE, CROSS HATCHING INDICATES EXISTING CONSTRUCTION YPE a• SLIP -JOINT EVEAL EXPANSION JOINT. SECTION PRE -DRILL HOLES AND USE TAP -CON SCREWS AT 16" O.C. TO ATTACH FURRING TO SPLITFACED BLOCK EXISTING WALL m +O'-O° EXISTING SLAB ZY ZINC CONTROL 3/4" STUCCO OVER _ JOINT (TYPICAL) GALV. METAL LATH / KEENE XJ15-3 OVER 5/8" DENS GLASS GOLD SHE THING \ / EXISTING FOOTING — (SEE KEY ON SHT. A-9> OVER P.T. 13 FURRINGIII-III- AT 2'-0" O.C. ------ t I � PLAN AT FLUTED BLOCK WALL I I I DETAILI EXISTING FOOTING WALL SECTION I ON AT SOUTH SCALE: NTS REF. THIS SHEET A-16 ADDITION C — J SCALE, 3/4" = 1'-0' REF: SHEET A-4 A-16 oL +23'-8" T.O. BEAM SCALE, 3/4" = 1'-0" REF. THIS SHEET V CRIMP STANDING SEAM METAL OOF OVER TAMKO SELF SEALING ASE SHEET OVER 30 LB. FELT OVER '8" CDX PLYWOOD OVER 3-5/8" METAL 2AME AT 2'-O" O.C. 6" ESP ALUM. CLIP -LOCK DRIP EDGE FLASHING W/ CONTINUOUS CLEAT 2X10 S452E CEDAR OVER (2) 2X4'S. (BACK PRIME 2XI0 PRIOR TO INSTALLATION) +I r \ � (V O P L4 3 b 5/8" PROVIDE C.J.'S AT STUCCO THIS SMALL SOFFIT AS LOCATED ON ON SHEET A-10 .I FACE OF TOWER COLUMN BEYOND I I CONCRETE COLUMN BEYOND 15 SLOPE IN - -- I- I�iil�liil 12'-6' Y a o Z °- w m LLLI Q t00 0 O) O to N re) M N o o ~ Q d Zp I Z a 0-0) noLo Hz Q a :2LE- ^ J BEAD to U _ N H JQv Ld Z U >- DO O w J Q G_OZ D- 0 p U)>o=- W 00 L" L_!L W z U zJ Z O 0 O ULL W u �= W Ua z Z a � >� 0QM DZ WziL0 J O Ill U (2 0 00 0. V / a W N IL I F-- V W m CL O Li N Z 0 y w w a 0 0 -- z © APR. '03 THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EDWND DRRE18.3 MINIM AR'WEECIS PA AND REPRODUCTIONS, =IbSIRES OR USE TIEREOF IN PRgtE OR IN P R ERPRFSSLY .",. 019TED WRNWT WRRRN PERMISSION. COMM. NO: 030201VB DATE: 3 APR., 2003 BY: JN2 CH'KD: .FB SHEET NO. — 16 OF TWENTY-TWO SEE NOTE 3 NEW FLASHING ASSEMBLY AT 2/A-16 SItv LAR FLAT ROOFING TO NEW PARAPET OL +23'-8" EPDXY SET 8" LONG *5'S AT 48" O.C. AND FILL PARAPET SOLID FOR ENTIRE LENGTH Pa W 8" CONCRETE 1-1/2" DIA, GUARCRAIL. NE BLOCK PARAPET 4" J . 1 I/2" 5'- ' O.C. 5'-6" D.C. C X SEE DETAIL 2/A-16 SIMILAR SINGLE PLY ROOF a I-1/2" DIA, HANDRAIL _ (MAX. HANDRAIL PROJECTION 3-1/2") 5/8" STUCCO 3 1/2" OVER 8" CONC. BLOCK MAX DUR-O-WALL HORIZONTAL eo@ CO — REINFORCING AT EVERY ,00`c 1/2" DIA, SMOOT 0 S EL OTHER BLOCK COURSE p0� ROD PICKETS I pO S.A.T. �+ '° SEE DETAIL 2/A-I o EXISTING CON °< I 2"� I I/2" I-I/2" DIA. VERTI AL UPPORTS ROOF DECK , AS SHOWN IN ELEVATION SEALANT NOTE: SHORE LP ROOF DECK PR 1012 0o ' TERMINAT4W/ i0 I-1/2' DIA. RAILING TO REMOVAL F off% C CANTILEVERED WALL /ROOF x� I ST: STL. Fo�° �o . • ° J-3" DIA. CORE DR LLE HOLE, c NEOPREN `_/ FILL W/ EPDXY RO T,oNEW I SINGROOFING +16'-0" I/2" GYP. BO. OVER GUARD/I--IAND PAIL 3 TOP OF EXISTING ROOF . P.T. IX3 FURRING AT 2'-0" SCALE 3/4" = I'-O" REF. THIS SHEET A-17 NEW S.A.T. LINE OF CANTILEVERED ALL EXISTING WALL O.C. OVER EXISTING CEILING AND GRID ROOF AND FLOOR TO Ell FLUTED BLOCK REMOVED, NOTE, SEE WALL ELEVATION ( RIN W R I ALL FUR G HE E NFL DETAIL 3/A-19 FOR OPENG OVER SPLIT FACED BLOCK �o LOCATIONS MUST BE PREDRILLED AND CORE FILL 500 FOAM ATTACHED WITH TAP -CON 2 INJECTED INSULATION SCREWS 8 X 8" GLASS BLOCK BEYOND. D, THIS GLASS BLOCK ASSEMBLY o I EXISTING STEEL DECK MUST BE 45 MIN, RATED AND DUR-O-WALL LADDER IN STEEL POWDER COATED TYPE HORIZONTAL o ' FIRE CAULK FLUTED BLOCK RATED FRAMES. SUPPLY SHOP REINFORCING AT GROOVES TYPICAL AT SLAB EVMY OTHER oS� TO WALL INTERSECTION DRAWINGS FOR APPROVAL, BLOCK COURSE ° 5/8" STUCCO I CANTILEVERED CONIC. SLAB. ,o i/8° MASONITE SEE STRUCTURAL DRAWINGS POUR STOP 4 J NEW I/2" GYP. BD.OVER A-16 I a, fi P.T. IX2 FURRING OVER ti NEW 8" CONC, BLOCK 1 iNOTE: CROSS HATCHING I INDICATES EXISTING CONSTRUCTI LOOPED BACK 12" HANDRAIL EXTENSION AT TOP OF STAIRS 12" J ETA I L & A I7 o, )05 b-' SCALE: 1-1/2" = 1'-0" REF, SHEETS A- , A-5, A-6, A-7, A-1 A-17 (09 ZO NEW VINYL BASE 'M NEW CARPET b SEE NOTE EC SION \ A/A- SIMILAR IMILAR I 12'-0' Li DLL I i � +12 O u Q +o 1/2" IA. TEEL VERTICAL 3 <; TII.O'-4'. BEAM ROD S ACED PER 1994 -2 d < NOTE CROSS HATCHI G INDICATES — — — — — -- — EXISTING CO TRUCTION I `I A-15 NO PICKETS REOLJIRED IN UPPER AREA I-j/2" DIA. GUARDRAIL 5/8" STUCCO OVER lz ( (CONTINUOUS BETWEEN ; 8" CONC. BLOCK FLIGHTS) ` — ILl I-I/2" DIA. HANDRAIL BOTH 1 a SIDES OF STAIRS (CONTINUOUS BETWEEN FLIGHTS ON INSIDE) 3/4" STUCCO OVER GALV. OUTSIDE HANDRAIL SHOWN METAL LATH OVER 5/8"DENS DASHED FOR CLARITY GLAS GOLD SHEATHING OVER EXISTING SPLIT FACE CONCRETE BLOCK--,,,,.P.T. IX3'S AT 2'-O" O.C. NOTEI SHIM FURRING TO 12' LINE UP WITH SPLIT FACED iv �+ I-I/2" DIA. RAILING HORIZ. BLOCK, ALL FURRING MUST - WALL MOUNTED EXTENSION BE ATTACHED BY PREDRILLING � I-' � - - " Q AND USING TAP -CON SCREWS BEYOND Fof ip ��� Q N ° 1-1/2" DIA. RAILING STUCCO OVERFLIGHTS) MESH / I I (CONTINUOUS BETWEEN OVER 1-1/2" THICK 2 LB DENSITY FOAM BUILD OUT OVER 5/8" / a ° `NS GLAS 1 DENS GLASS GOLD 1-1/2" VERTICAL RAILS )LD SHEATHING OVER EXIT DOOR SPACED AS SHOWN 'WIDE) P.T. IX3'S AT 2'-O" O.C. BEYOND OVER SPLIT FACED BLOCK. SUPERGRIT TYPE 231 (3" SAFETY TREAD 4" SPHERE CANNOT PASS ALL FURRING MUST BE ATTACHED BY WOOSTERI OR APPROVED EOUA . p Q BY PREDRILLING AND USING / BETWEEN PICKETS TAP -CON SCREWS (TYPICAL FOR ALL NEW t3/4" STAIRS SHOWN ON PLAN.) 6 SPHERE � +6-O" ' AN T PASS CONTROL JOINTS (a) T RU SPACE lV I-1/2" DIA. WALL MO JNTED W-9' HANDRAIL BEYOND LANDING TO MATCH STAIR WIDTHS 12T AT 11' PAINTED CONC. BLOCK Ir �� B BRICK PAVERS p� EXT. TREAD I" PR EC ION WITH FLUSH JOINTS L_ Q SHEET A 3 SCALE N.T.S. REF. THIS SHEET A�17 SSE LAYOUT \ REC'R1,D N 2 iv A-17 _ A-15 OL T.O. SLAB — ° 4 o a e a. °. d° a e 41 d LAZLIA 'O a SECTION D a a SECTION cw sr STAIR) E SCALE: 3/4' , 1'-0" REF: SHEETS A-4, A-5, A-9, A-14 A-17 ° ° SCALE: 3/4" = 1'-0" REF: SHEET A-4, A-5, A-6, A-14 A-17 ° ° w Y c 1. Z LLI W Ld F_ H O :3 to < a) O m Z (/) N a o h— < 0 Zp I g ®jjrn o`on z E f Q_ < M L _ w ® U (V 0- Z U LLJ rmw J 4 �OZ ® w O w cO > o- a U � 0 Z N U 4 Iz Q D a J Q w (N cy LU Z U U U zz o O O 0 UW ��N W z 5 U a o Qm � Z UJ J O 0 0 (� V I a U) N UL U w w O D_ lA 1 z Z O 0 w W a 0 z © APR. '03 THESE PUNS AND THE INFORMATION SHOWN HEREIN ME THE PMflERIY OF EDLUND ERM" llN AKHI CS, PA AND REPRODUCONS, DWUOSURES OR USE WOW IN WHOIE OR IN PARE S WRESAY PRO- HIBITED wma WRITTEN PERMISSION. COMM. NO: 030201VB DATE: 3 APR., 2003 BY: ,NIT / CMC CH'KD: ,EB SHEET NO. OF TWENTY-TWO g SEALANT-- SAW CUT SPLIT FACED AT GROUT JOINT-------. FRYE TYPE ST REGLET FLASHING OVER 1/2' CEMENT BACKER BOARD EXTEND SINGLE PLY ROOFING UP WALL EXISTING ROOF EXISTING PARAPET WALL ROOFING MANUF'S. FLASHING J. +16-O" STEEL NOTE: CROSS HATCHING INDICATES EXISTING CONSTRUCTION — (•3/8" REVEAL L I, 3/8' INSET VYLLV VVIVI IIVVVW EXISTING FLASHING TO RE Al 2'-8" o +16'-0" CONTROL JOINT a PER SHEET A-9 KEY EXISTING SINGLE L PLY ROOF • OPEN BELOW N iv 3'-8"'HIGH WALL ; 5-8° i'-2" 3'-6' I'-O" " ALUMINUM 4'-O" H. WA.L Iv ING M.O. In rn HANDRAILS JOISTS RSTXE�L i i i i i EXISTING SPLIT r-r-� FA D BLOCK ._. ., --. L_.l_J I.I N � NIII N RELOCATED EXHAUST HOOD , r T _ EXISTING ON NEW CURB BEYOND. r: S.A.T. TO REMAIN \ — — — — — — — -- — -- — p iV 7 5/8" 7-5/8" ;t ro p coCAST ALUM. HAND- 3'-6" H. WALLS 4'-4 3/4" i f4 O d• NOTE: 6 : SAW CUT: SPLIT FACED BLOCK AT RAIL STANTIONS �> = SEE DETAIL 3/A-19 AT SECOND GROUT JOINT TO RECEIVE N To FLOO12 12 NEL IN FRYE TYPEST 12EGLET FLASHING �MING JJ L_1 v E_� `� T EXISTING SDETAIN(SIMILAR) SINGLE Y ROOFING OVER TAPERED / 00 RIGID INSULATION BOARD OVER 1-1/2' ■ �� ■ . IS Zf) l STEEL K — _ _ rE _ _ _ _ I _ NEW WINDOW OPENING SLOPE 1-1/2" -� — `( if)P NOTE v — J 9T AT 11.0"" ^ PATCH DRYWALL AS REQUIRED IOR AT 7.2" (TYP. EA. RUN) 4 r `'J DUE TO NEW WINDOW OPENINGS 12" 7-5/8" N NEW CONC. SILL W/ ONE 45 2.5 VS4 A 4'-O" O.C, r_T_, (V r L•i•J L3X4XI/4" LLV CONTINUOUS W/ 3/4" DIA. EXPANSION BOLTS AT 2'-0" O.C. F\0 n TICAL 3'-6" H. WALL NE=5CONC. FRLLED I'-2" 3'-6" 1'-0" CELL (TYPJ EXISTING M.O. DRYWALLTO REMAIN, • iv 13'-11" REPAINT ENTIRE INTERIOR 4' H, WALL WEST WALL. OPEN BELOW EXISTING ETA I L d PI Q/A' ^ I'-n^ =TE ROOF DECK 3/8" REVEAL TO STUCCO. INSTALL W/ CLIP ANGLES PER DETAIL I/A-9 NICHOLS 2" UMINUM 0.25 WELDED WIRE CLOTH 2" OPENINGS WITH HOOK STRIP FASTENING SYSTEM (AT STAIR RAILING AND BALCONY RAILING ONLY) N T M ALL ALUMINUM AND MESH TO HAVE A POWDE12COAT FINISH ELEVATION AT RAILING 3 SCALE: 3/4"- 1'-0" -I$ +12'-0" (41AW STA i ' SE PLAN SCALE, I/2" - 1'-0 (AT BALCONY) CBS / STUCCO WALL LINE OF I 12AILINGG BEYOND (TYPICAL EAST ROOF'BEYOND £ WEST SIDES OF UPPER LANDING) 3'-6° HIGH ALUMINUM RAILING. SEE DETAIL 3/A-18, THIS SHEET IN A-i rY 1-1/2" DIA. ALUMINUM PIPE RAILING ON BOTH SIDES OF STAIRS (TYPJ CONCRETE \ \ \ OVERPOUR v SLOPE 3/4" 3'-6" HIGH 8" WIDE �� • MASONRY WALLS ON soEACH SIDE AT STAIRS. A ' LANDING SEE STRUCTURAL DRAWINGS ° FOR REINFORCING STEEL e L 3/ " 3/8" IN 'BEAM BEYOND 1 i. . ;° L 3'_4" 5/8" STUCCO \ p IN, � I I SEE NOTES 8'-3' \ L SECTION C/A-16 9T AT 11" r_ SIMILAR 1-1/2" DIA. ALUM U ° PIPE RAILING17/ ' ON BOTH SIDE OF STAIRS (TY ,) ff. (N.—ALUMINUM GRILLE, 4 SEE NOTES 3/A-18 ELEVATION AT 6" RAILING (SIMILAR) >_ m 0 / 5/8" STUCCO t4 �. STEEL NOSING BRICK PAVERS SEE NOTES SECTION E/A-17 °a ° ° d' '=11 I III-111=1 I 1=1 I I I I I=1 I I P I I- NOTE-1 LI I-1 I I LI—III-I SEE STRUCTURAL DRAWINGS - •41 q —I FOR CONCRETE STAIRS, SLAB, a , FOOTING SIZES AND REINFORCING ° . SECT I O F 1'-0 REF: SHEETS A-4, A. 5, A-8, A-9 A-18 NOTEt CROSS HATCHING INDICA EXISTING CONSTRUCTION EXISTING FLOORING TO REMAIN. CLEAN AS REQUIRED I 4'-O" HIGH WALL A'T FAR EAST SIDE OF STAIR LA DIN . 3'- " I 6 H GH ALUMINUM RAIL: G. SEE DETAIL 3/A-18 IS SHEET T (ABOVE INTERIOR \FIN. FLOOR OF O' 0" �-DU12-0-WALL i LAC DER TYPE HORIZONTAL: REI FORCING EVERY OTNE2 OV R BL CK COUI l 5/8" STUCCO 8" CONC. BLOCK -J-BEAD �2" ABOVE GRADE NEW TWO PIECE ALUMINUM FLASHING. SEE DETAIL 2/A-16 I -i SIMILAR a Z a w m V w ~ O (p Q (n�0 ?. N Q O ro N04 WMM 4 SEE NOTES C/A-16 m N o Z a Z a 0 - a) W 0 �` �0Lo Q u- , J STUCCO OVER MESH OVER Q � �- _ STYROFOAM BUILDOUT U lr*� OLl Z 3:< Q w tv m .. W ix0Z J Q wO NEW PRECAST CONC. LINTEL (BEAR 8" ON EACH SIDE) O W u") uj > � NEW ALUMINUM IMPACT RATED STOREFRONT WINDOW. SEE DETAILS it/A-22 AND 12/A-22 SIMILAR L STUCCO OVER MESH OVER I-1/' THICK 2# DENSITY DOW BLUE BOARD STYROFOAM BUILD OUT ui OVER 5/8' DENS GLASS GOLD SHEATHING OVER P.T. IX3 FURRING AT 2'-0" O.C. OVER EXISTING SPLIT FACED CONCRETE BLOCK W U 3" WIDE X 3/4" DEEP GROOVES AT 3'-0" O.C. 4 j 1 A-18 �J Z z o Q 2-15 �/ (0� 0 LL o Auj r N P.T. IX3 Z ON Ua 0Qot MAINTAIN 2" MIN. CLEARANCE TO FIN. GRADE OR COMPACTED Z ui Z MULCH. J Q j > 0 w O n. Q oIt ~ OA w x O CL w 24 DENSITY FOAM BOARD (TYPICAL THRU-OUT) T ml I I I I 11 1'5 W H 0 IIIIIIIZ © APR. '03 THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE P,90PM OF PDLUND WIERME &NqE'! AROEIEOIS. PA AND REPRO MNS, DISCLOSURES OR USE TKMW IN WHOLE OR IN PAR IS PCDM✓ER1Y PAO- Itl&IED WRHDIR WRRIEN PERMISSION. COMM. NO: 03020IVB DATE: 3 APR.. 2003 BY: AR CH'KD: m SHEET NO. A-18 OF TWENTY-TWO +28'-8' +25'-4" 3/4" STUCCO OVER GALV: METAL LATH OVER 30 LB. FELT OVER 5/8" DENS GLASS GOLD OVER DOUBLE P.T. 2X6'S AT 16" O.C. (SHIM AS REQUIRED) LINE OF 12XI8 CONC. TOWER BEAM TIED INTO EXISTING CONCRETE COLUMN AT CORNER (SEE STRUCTURAL N DRAWINGS FOR DETAIL)— NEI "^' "^ UC3 OR APPROVED EQUAL STANDING TAL ROOF OVER TAMKO SELF SEALING OVER 30 LB. FELT OVER 5/8" CDX PLYWOOD oL TO +II' -II" MANUFACTURERS ALUMINUM DRIP EDGE SLOPED LANDING :EDAR OVER P.T. IX3 3AUGE HAT CHANNELS AT 24" O.C. VERTICALLY: )CO OVER GALV. METAL LATH OVER 30 LB. FELT S' DENS GLASS GOLD SHEATHING :DGE >VER GALV. HI-RIBB METAL =EL TRUSSES AT 2'-0" O.C. DETAIL SCALE, 1-1/2" - 1'-0' REF. SHEET A-5 EL 12 8 NEW TOWER, SEE NOTES H/A-19 SIM. CUT AND REMOVE CANTILEVERED SECOND FLOOR WALLS, ROOF AND FLOOR 21'-0" SLOPED STUCCO — 6" POURED CONC. CAP W/ ONE tt5 3/4" BUILT OUiSTUCCO 8' CONC, BLOCK o DUR�-O-WALL LADDER TYPE HORIZONTAL REINFORCING AT EVERY OTHER BLOCK COURSE -� i (AT NEW OPENINGS) a. PROVIDE NEW 8" PRECAST CONCRETE LINTEL. BEAR A MINIMUM O 8" AT EACH END b. CUT SLOT IN EXISTING BLO K TO INSTALL ONE #5 VERTICAL, FILL CELL SOLID WITH CONCRAT ETE OTH JAMBS c. PROVIDE FORMED AND PO RED CONCRETE SILL WITH ONE 5 NEW CHUTE POURED LINTEL W/ (D #5-� NEW CONC. BLOCK INFILL NEW OPENINGS NEW WINDOW OPENINGS. SEE NEW OPENINGS SHEET A-5 FOR DIMENSIONS c 4 If (U #5 IN CC (1) tt5 IN CONC. BLOCK IN BLOCK IN BLOCK IN } +7-4" FILLED CELL FILLED CELL I EXISTING EXISTING EXISTING = WINDOW WINDOW WINDOW +8._2. OPENINGS OPENINGS OPENINGS poL7T IO I _ SAW CUT AND INSTALL x CU NEW 8" PRECASTCONC. iuz F� LINTEL, TYPICAL AT FIRST I 00 - _ FLOOR Ei ISTING WINDOWS o Bo 0 RICK IN REMAINING PORTION - OF WINDOWS (TYPICAL). I 2 8 TYPICA �4 o ILE - IN 3 WINDOW TO BE . EXISTING OPENING ACIDIFIED AS SHOWN VVALL ELEVATION DETAIL SCALEt 1/4' - 1'-0" EXISTING WINDOWS TO BE REMOVED. EXIS ING OPENINGS TO BE MODIFIED AS SHOWN — 3 3/4" BUILT OUT STUCCO ALUMINUM FLASHING / UNIOLAD UC3 OR APPROVED EQUAL STANDING SEAM METAL ROOF OVER TAMKO SELF SEALING ROOFING OVER 30 LB. FELT OVER 5/8" CDX PLYWOOD OVER METAL TRUSSES AT 2'-0" O.C. ROOFING MANUFACTURERS SIDE \ CLOSURE STRIP OVER GALV. L LATH DUR-O-WALL HORIZONTAL REINFORCING LADDER AT EVERY OTHER BLOCK COUP 5/8" STUCCO OVER 12' CONCRETE BLOCK IpL +24'-0" ROOF DECK ,.+19'-8" .I +12'-0' ��I��T SECOND FLOOR ONE #5 VERTICAL IN CONCRETE FILLED CELL I ADD 4'-0" OF BLOCK FIN WALL AT FIRST FLOOR: PROVIDE 24" WIDE X 12" DEEP CONCRETE SPREAD FOOTING WITH TWO #5'S II J. +0'-0" ONE tt5 X 12" LONG DOWEL DRILLED AND EPDXY GROUTED INTO EXISTING CONCRETE COLUMN AT 16" O.C. IINUM FLASHING CLOSURE STRIP 12 8 I AL TRUSSES AT 2'-0" O.C. 3/4" STUCCO OVER HI-RIBB 8' CONIC. GALV. METAL LATH OVER 6" 20 GA. BLOCK STEEL JOISTS AT 2'-0" A`12XI8 I PROVIDE TWO SIDES OF DECORATIVE GRILLES ON OUTSIDE CORNER TOWERS ONLY (SEE DETAIL I/A-9) PREFINISHED STUCCO OVER STYROFOAM CORBELS (SEE DIMENSIONS B/A-15) �- ZINC STUCCO CONTROL JOINTS LAY BRICK PAVERS AFTER ALL STUCCO WORK IS COMPLETED -- STANDING SEAM METAL ROOF OVER TAMKO SELF SEALING ROOFING OVER 30 LB. FELT OVER 5/8" CDX PLYWOOD 1 _ +28'-8" E T.O. BEAM +25'-4" T.O. BEAM 12XI2 oL +20'-4" 'T T.O. BEAM 12X18 / B A-15 SIMILAR -1'-4" POURED w Z °— m w Q �CD N 0) (n (Q V m N Q o o 1— Z0 1 Z w U O-rn H p z CLOD Q a LE ^ N U d2� oLd_j Z = a �m U .. w WOZ J Q O= U0 w w W > a. --- loop .-.0141111P"...411 Nnlllllllln1,nllllllle� u Z U U U F- Z-11 Z o _I I J OC O 0 W DL ui Ir— z o Ucan a 0a' �z W? _J O U (D8 U) � O � U w w O C,_ APR. '03 THESE PUNS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EDIUND DIMENIMS NNW ARMCIT 15: PA AND REPROOUMNS� WLOSURES OR USE THEREOF IN M OR IN PNR IS EMMI Y PRO - HIM W(RWIR WROTEN PERNSSO4. COMM. NO: 030201VB DATE: 3 APR., 2003 BY: m CH'KD: Ira SHEET NO. 1 1, OF TWENTY-TWO 7- oL I +28'-0" T.O. STAIR _77 TOWER 8X16 W/ 5/8" STUCCO OVER (4) tt5'S / ITLONG tt5 DOWEL DRILLED AND EPDXY 8" CONC. BLOCK G12OUTE D 6" DEEP INTO EXISTING CONC. FORMED AND POURED —EXISTING REINFORCED ROOF DECK AT 30" O.C. 4' CONCRETE CURB W/ EXISTING PREFORMED VINYL AND (2) tt5'S CONTINUOUS I C CRETE DECK ALUMINUM FLASHING EXISTING SINGLE PLY A-20 ROOFING TO REMAIN I EXISTING P.T. 2X6 NEW CONCRETE SLOPE FLASHING EXISTING CONCRETE (1) tt5 DOWEL 9" LONG SLAB BLOCK WALL REP INT CONCRETE BLOCK, EXISTING CONCRETE DRILLED AND EPDXY +23 8' ROOF DECK GROUTED 6" DEEP INTO ST IRWELL AND CEILING ABOVE T.O. STAIR - EXISTING (AT 30" O.C.) TOWER ° STUCCO J-BED__' ALUMINUM FLASHING - - AND SEALANT 8XI6 W/ W/ CONTINUOUS CLEAT - - - . �, (4) tt5'S •.• o SKIM COAT STUCCO R.S. IX4 CEDAR OVER P.T. IX4 ° _ N TEI —III REMOVE EXISTING STUCCO —i AND FRAME WALL AND 12EF LAC E p WITH BLOCK WALL EXISTIN CONC. ROFLABOS12" LONG tt5 DOWEL o• f I (. DRILLED AND EPDXY 5/8' STUCCO OVER : ••5 GROUTED 6" DEEP INTO EXISTING FOOTING 8" CONCRETE BLOCK 8XI6 C C. TIE BEAM W/ (4) tt5'S CONTINUOUS E` EXISTING BLOCK WALL A-20 � II EXISTING CONCRETE FOOTING OL +18'-2- T T.O. OPENING � I U; / . III NEW 8X8 45 MIN. RATED NEW RUBBER FLOORING GLASS BLOCK IN STEEL DETAIL I DETAIL 4 POWDER COATED FRAME ASSEMBLY (9 BLOCKS HIGH) SCALE, 1-1/2" - 1'-0" REF. THIS SHEET 2 SCALE, I I/2° = I' O" REF. THIS SHEET 2 0 REMOVE AND :?EPLACE EXISTING RAILINGS. SEE DETAIL E/4-17 SIMILAR' 3 EXISTING SECOND DOUBLE METAL FLOOR SLAB HEADER A-20 +6'-11-7/8" STUD 1/2" GYP. BD. +12'-O" T.O. INTER, IX3 W/ 1/4" SHIM SPACE BEAM •D: I m ` cvPNGT HORIZONTAL dPOLLING WINDOW " 8" CONCRETE BLOCK 5•/'8" S'7UCC 1 5/8" STUCCO OVER a STUCC J BEAD I 8" CONCRETE BLOCK a 1,_ PRECAST CONC. LINTEL 8" a I i NEW TUBBER 3/4" ST OCO IX3 OAK FLOORING SEALANT AND READS REMOVE AND REPLACE LAM, ATED PLASTIC DUR-O-WALL LADDER EXISTING RAILINGS, SEE POWDERCOATED COUNTER OVER TWO TYPE HORIZONTAL DETAIL E/A-17 SIMILAR ALUMINUM TRACK AND GRILLE LAYERS OF 3/4" PLYWOOD REINFORCING EVERY 8X8 GLASS BLOCK - - - OTHER BLOCK COURSE S 2' 9 I/2' (33 I/27 I I/2' ASP ALT I INPREGNATED BOARD T MEETS AD ACCESS NEW RUBBER FLOORING REQUIREMENTS AND TREADS REPLACE EXISTING DOOR PROVIDE LAMINATE FINISH WITH 16 GA, B-LABEL OVER 3/4" B.C. PLYWOOD I-1/2 HOUR RATED DOOR DIAGONAL SUPPORTS I/2' GYP. BD. OVER AT EACH SIDE OF 3-5/8 22 GA, METAL DETAIL 2 COUNTER. SEE FLOG R STUD AT 16" O.C. PLAN FOR LOCATIONS SCALE- 1-1/2" - 1'-0" REF. THIS SHEET -2 EXISTING CONCRETE STAIRS STUCCO J-BEAD AND SEALANT HEAD/JAMB \ -5 \ EXISTING CONCRETE (SIM / SILL / SCALE- 3" = 1'-0" REF. SHEET A-21 2 � I SLAB S4lS10 BLOTTER, BLACK BUMPER +01-O' )1171171111111111lz MOULDING. AVAILABLE AT, �CISTING SPLIT • —III—I �'I OUTWATER PLASTICS INC. ET 1-800-631-8375 FACED BLOCK •I CROSS HATCHING INDICATES CUT IN NEW 8" PRECAST — iyl, EXISTING CONSTRUCTION CONCRE E LINTEL EXISTING DRYWALL DECOR OR EQUAL 8X8' GLASS ALUMINUM BASE BLOCK, IND, IMPACT AND 45 MIN. FLASHING SET RATED ( EMISH PATTERN).710N(EAST STAIR) J IN SEALANT PATCH D YWALL a �� AS ALT AS REQUI ED POURED CELL A-20 SCALE I/ ' • i' REF, SHEET A 5 A-20 SLOPED STUCCO SILL IMPREGNATED BOARD SAWT W/ (D tt5 VERT. CONC. BLOCK BUST OUT BLOCK TO METAL TRACK ( FOR DO R FILL CELLS WITH CON a ° a� y I/2" GYP. BD. OVER oL +IT-O" _ OPENING (BOTH SIDES TYP) P.T. IX3'S AT 2'-O' O.C. P.T. IX4 W/ ;� °QII D = fl :. DOUBLE 3 5/8" STU S AT JAMBS a I EDGE DETAIL 1/4" SHIM SPACE • ° RETURN EDGE DETAIL I/2' R. n AT ALL ENDS + ° 71 3/4" S CCO X 5" WIDE �+ I 5/8' GYP. BD. RETURN SXIb CONC. TIE BEAM N ALL FOUR SIDES F u O W/ RNER '*----SAW CUT I� CO BEAD (TYP. S 0 u i tt' I O CONT. W/ 4 5 CO S A T OPE ING CONIC,BLOCK VE TOPECEVE a 1-1/16" X 1-1/2" ALUM. SAS , ESP WHITE, TRE o STUCC J-BEAD (1) tt5 VERTICAL (SHIM AS REQUIRED AND CAULK PRIME AND PAINT SILL AND FILL CELL AROUND ENTIRE FRAME) SOLID WITH 16 GA. STEEL FRAME o • • ° E WOOD D OR ATTACHED W/ TAPCON / 5/8" STUCCO CONCRE I SCREWS 8" CONIC. BLOCK W/ STRUCK PROVIDE FINISHED DRYWALL RETURNS JOINTS TO BE PAINTED) i AT JAMBS AND SILLS PRIOR TO INSTALLATION OF WOOD ILLS- ALLOWF OR SILL THICKNESS SS IN FINISHED OPENING DETAIL 3'-4" ' s SCALE- 1-1/2' = 1'-0' PER THIS SHEET -2 5/4" SILLS (WOOD) W/ QUARTER ROUND ,JAMB/HEAD \ I I V 1. / 6 EDGES. CUT FROM 5/4" X 10" SHELVING SCALE- F - 1'-0" REF. SHEET A-21 -2 ), DETAIL MATERIAL W ^ Z OL w m w �to a N0)0 N N m coo�— < Z ¢ o On 0 zm I U 0-rn W �0Lo F- z 2 Q a U 0- _r t\ Li Z = awv U r m La _J Q moz EA w = W c0 > o- w Q L) W H D Ua a Q Q J Q w V) lY ui Z ui �I p V Zz o W pC o0 OC � UQ o QIt � UaI D Z ai o J O a vIQ co C4U- a U w o= O a. tl EN z 0 N W d' w a 0 0 z © APR. '02 THESE PUNS AND THE INFORMATION SHOWN HEREIN ME THE PAOPERIY W EDUUND ORMNW RNIOEY ARONIECIS. PA " REPRODUCOONS, DISCLOSURES OR USE TIEREOF IN WHOIE OR IN PART 5 DPREMY PRO- D XIRIFD WfRa)Uf WRINEN PERNMON. COMM. NO: 030201V8 DATE: 3 APR., 2003 BY: PR CH'KD: .FB SHEET N0, I 3 6 .-, 0 OF TWENTY-TWO ODOOR SCHEDULE *PROVIDE 3/4' RETURNS AT SHIM SIDE OF FRAMES MARK SIZE DESCRIPTION *JAMB DETAILS REMARKS IO (2) 3' O" W. X 7'-O" P. X 1-3/4' ARCH 30RA SERIES STOREFRONT FRAME W/ MEDIUM ALUMINUM 7 15 / A-22 ESP BRONZE FINISH. BRONZE TINTED IMPACT GLAZING. PANIC HARDWARE. STILE IMPACT DOOR 3000 O 3'-O' W. X 7'-0" H. SOLID CORE WOOD SINGLE 16 GAUGE 4/A 22 PROVIDE ST. STL, TOEKICK ON PUSH SIDE, X I-3/4" LITE FRENCH DOOR STEEL PROVIDE 1/4' TEMPERED GLAZING O SOLID CORE WOOD WITH BIRCH VENEER O O O O 6 P 1O PROVIDE ST. STL, TOEKICK ON PUSH SIDE, 0 Q 12 13 AMWELD OR EQUAL 16 GA. STEEL 45 MINUTE RATED W/ 5/A-22 PROVIDE PANIC HARDWARE. S S3H WIRE GLASS LITE SIMILAR PROVIDE ST. STL. TOEKICK ON PUSH SIDE v 14 SOLID CORE WOOD WITH BIRCH VENEE12 4/A-22 15 16 17 18 19 20 21 AMWELD OR EQUAL 16 GA. STEEL 45 MINUTE RATED W/ 5/A-22 PROVIDE PANIC HARDWARE. S3H WIRE GLASS LITE SIMILAR PROVIDE ST. STL, TOEKICK ON PUSH SIDE 22 (2) 3'-O" W. X T-O" P. X 1-3/4' ARCH 30RA SERIES STOREFRONT FRAME W/ MEDIUM ALUMINUM 7 15 / A-22 ESP BRONZE FINISH, BRONZE TINTED IMPACT GLAZING, STILE IMPACT DOOR 3000 PANIC HARDWARE. 23 AMWELD OR EQUAL 16 GA. STEEL 45 MINUTE RATED W/ 16 GAUGE 5/A-22 PROVIDE PANIC HARDWARE. S3H WIRE GLASS LITE STEEL PROVIDE ST. STL TOEKICK ON PUSH SIDE 24 25 3'-0" W. X 8'-0' H, X 1-3/4' 26 AMWELD OR EQUAL 16 GA. STEEL 45 MINUTE RATED W/ S31-1 WIRE GLASS LITE 27 3'-0" W. X 7'-O' H. SOLID CORE WOOD SINGLE 16 GAUGE 3, 4 / PROVIDE 1/4' TEMPERED GLASS W/ INTEGRAL X 1-3/4" LITE FRENCH DOOR GALV. A-22 I'-4' H. FIXED GLASS TRANSOM ABOVE 28 29 H 30 AMWELD OR EQUAL 16 GA. STEEL 45 MINUTE RATED W/ 4/A-22 PROVIDE PANIC HARDWARE. S3H WIRE GLASS LITE SIMIA12 PROVIDE ST. STL. TOEKICK ON PUSH SIDE Q 31 SOLID CORE WOOD SINGLE LITE FRENCH DOOR 4/A22 PROVIDE 1/4' TEMPERED GLASS INN- 3 32 (2) 3'-O" W. X 7'-O" H. X 1-3/4' SOLID CORE WOOD WITH BIRCH VENEER ry LL 33 5/A-22 O 34 3'-0' W. X 7-0" H. AMWELD OR EQUAL 16 GA. X 1-3/4" STEEL 45 MINUTE RATED IU (A 35 SOLID CORE WOOD SINGLE 3, 4 / PROVIDE 1/4' TEMPERED GLASS W/ INTEGRAL LITE FRENCH DOOR A-22 1'-4' H. FIXED GLASS TRANSOM ABOVE 36 37 38 7v-1 V \v V 39 3'-0' W. X 7'-O" H. SOLID CORE WOOD SINGLE 16 GAUGE 3, 4 / PROVIDE 1/4' TEMPERED GLASS W/ INTEGRAL X 1-3/4" LITE FRENCH DOOR STEEL A-22 1'-4' H. FIXED GLASS TRANSOM ABOVE 40 6/A-20 41 3, 4 / PROVIDE 1/4" TEMPERED GLASS W/ INTEGRAL A-22 I'-4" H, FIXED GLASS TRANSOM ABOVE 42 6/A-20 Z 43 O 0 44 SOLID CORE WOOD 4/A 22 Q WITH BIRCH VENEER 45 Q� W Dt 46 p 47 AR 3 O E STOREFRONT FRAME W/ MEDIUM ALUMINUM 8, 9 10, 15 ESP BRONZE FINISH. BRONZE TINTED IMPACT GLAZING, STILE IMPACT DOOR 3000 q_22 PANIC HARDWARE. 48 I=) E=—=L—E—=TF=© 49 SOLID CORE WOOD 16 GAUGE 3, 4 / WITH BIRCH VENEER STEEL A-22 50 6/A-20 51 SOLID CORE WOOD 3, 4 / SINGLE LITE FRENCH A-22 52 4/A-22 53 r F ❑ WINDOW SCHEDUL MARK SIZE MANUFACTURER TYPE DETAILS SILL REMARKS A 5'-10' W. X b'-O" H. S CH SERIES 3000 OREF12ONT FRAME STOREFRONT 11, 12, 13 / A-22 MARBLE ESP BRONZE FINISH BRONZE TINTED IMPACT GLAZING B 2'-6" W. X 6-0" 3/A-19, (SEE NOTE BELOW) 11, 12, 13 / A-22 C 2'-10" W. X 2'-10" H. 13, 14 / A-22 D 3'-10" DIAMETER =LOPIDA'S BEST CIRCULA12 16 NDOW AND DOOR FIXED GLASS A 22 E 5' O" W. X 6' O" H. PI 8" X TSBURG CORNING PATTERN GLASS BLOCK Z 3 / MARBLE 45 MINUTE RATED SILICONE, SET L GLLASSASS BLOCK W/ STEEL FRAME A-20 INTO STEEL FRAME GRID PI TSBURG CORNING " 12 / 1, F 3'-4' W. X 6'-0' H. 8' X DECORA PATTERN GLASS BLOCK 22 — GLASS BLOCK G 3'-0' W. X 3'-0' H. FLORIDA SASH OR EQUAL CLEAR TEMPERED 7 / A-20 WOOD H 2' 2 I/2' W. X 4'-2-I/8' H. GT WINDOW AND OOR COMPANY HORIZONTAL ROLLING 5 / A-20 PLASTIC LAMINATE ESP BRONZE FINISH. INSTALL LOWER TRACK FLUSH W/ COUNTERTOP .1 3'-4" W. X 1'-4" H. A 16 AWELD OR EQUAL A. STEEL FRAME FIXED GLASS TRANSOM 3 / A_22 — GLAZING TO BE 1/4' CLEAR TEMPERED K 6'-2-1/2" W. X 2'-4" H A CH SERIES 3000 7 / A 22 — ESP BRONZE FINISH BRONZE S REFRONT FRAME TINTED IMPACT GLAZING PI TSBURG CORNING GLASS BLOCK L I'-O" W. X 7'-O" H. 12" X 2" DECORA PATTERN W/ ALUMINUM 9, 10 / INSTALL INSIDE ARCH SERIES GLASS BLOCK CHANNEL A-22 3000 STOREFRONT FRAME NI FRAMING AND GLASS FINISHES SHAL MATCH THE EXISTING ANNEX BUILDING WINDOW FINISHES T - MINIMUM 5/8" BITE REQUIRED FOR IM CT GLAZING WINDOW B REPLACES EXISTING 2'-8" IDE X 9'-4" HIGH FIXED GLASS OPENNG. SEE DETAIL 3/A-19 AT GROUND FLOOR OPENINGS. OPENINGS TO BE 2'-8" WI E X 6-2" HIGH (TYPICAL). N 0 19" 11 v d 4 / 4 d 0 d Q O F NISHE FLOOR WALL OPENING AT NIGHT DEPOSITORY SCALE: I" • 1'-0 STUCCO OVER 1-1/2" 8X8 PRECAST CONC. LINTEL - SEALANT DRAWER SEALANT 4" POURED CONIC, SILL W/ (U U5-� BACKER ROD W/ SEALANT---, BRICK P 6" THICK CONCRETE ENCASEMENT ON TOP AND SIDES OF NIGHT DEPOSIT BOX AND CHEST BELOW I/2" GYP. BD. OVER � I r — — — - — — — - P.T. IX2 FURRING a I i TOP OF CHEST, i I U a I L. II CHUTE 't d (I a N ° I 17-3/4" �0 a N ND-1000 DRYWALL J-BEAD STUCCO OVER I-I/2" STY'ROFOAM CONCRETE FILLED W/ TYPICAL PLAN AT NIGHT DEPOSITORY SCALE : 1" = 1'-0" 21-3/4" .I 1/2" GYP. BD. OVER P.T. IX2 FURRING AT 16" O.C. FLUORESCENT LIGHT DRYWALL J-BEAD 6" THICK CONCRETE ENCASEMENT OVER NIGHT DEPOSIT AND SAFE BELOW USE •,a o� E, MINIMUM 1/2" BITE FOR IMPACT G OR DOOR HARDWARE SCHEDULE SEE o° W) 2 U a a p CHEST TIONS. DEPOSITORY 0 COLLIER SAFE COMPANY U.L. DEPOSITORY MODEL ND-1000 FRONT VIEW SCALE : I" - 1'-0" PROVIDE IIOV, 60 HZ. 20 AMP. ELECTRIC CERVICE TO GROUNDED OUTLET BOX COLLIER SAFE COMPANY P.O, BOX 995 ODESSA FL 33556 TELEPHONE: (813) 920-6671 FAX: (813) 920-5091 ROOM FINISH SCHEDULE ROOM/SPACE FLOOR BASE SILLS WALLS CEILING CLG. REMARKS LOBBY CERAMIC TILE 4' VINYL MARBLE 1/2" GYP. BOARD / DRYWALL SOFFITS AND 2X2 SUSPENDED 9'-6" DRYWALL SOFFITS AT PAINT ACOUSTICAL TILE 8•-2" CEILING HEIGHT HALL ttl CARPET — 2X4 SUSPENDED ACOUSTICAL TILE 8' 6" (S.A.T) HALL tt2 WOOD HALL tt3 — HALL tt4 — HALL tt5 — HALL tt6 CARPET / ONE HOUR RATED CER. TILE — 2X4 SUSPENDED ACOUSTICAL TILE CUSTOMER SERVICE ttl CARPET MARBLE 2X4 SUSPENDED ACOUSTICAL TILE (S.A.T.)6 CUSTOMER WOOD AND SERVICE tt2 LAMINATE h p CUSTOMER Q SERVICE tt3 MARBLE UJ SENIORACCOUNTING J_ rj UTILITIES ASSISTANT MANAGER 2X2 S.A.T. 8 DIRECTORS OFFICE BILLING SPERVISOR 2X4 S.A.T. VE CONFERENCE ROOM — 2X2 S.A.T. WORK ROOM TIILEL — 2X4 S.A.T. OFFICE ttl CARPET — OFFICE tt2 — OFFICE tt3 — OFFICE tt4 — MEN CERAMIC CB2AMIC 48" H. CER, TILE WAINSCOT OVER TILE TILE — I/2' CEMENT BACKER BD. I/2" M.R. WAINSCOI GYP. BD. / PAINT TOP PORTION WOMEN — MECHANICAL ELECTRICAL EXPOSED CONCRETE 4' VINYL — 1/2" GYP. BOARD / I/2' GYPSUM BD. / PAINT OVER 3 5/8° METAL PAINT FRAMING AT 2'-O" O.C. PLANNING MANAGER CARPET 4' VINYL MARBLE 1/2' GYP. BOARD / PAINT 2X2 S.A.T. 8'-6" PLANNER ttl 2X4 S.A.T. PLANNER tt2 6 OFFICE ttl F 0 Q OFFICE tt2 OFFICE tt3 O TOURIST AND ECON. p DEV. DIRECTOR — 2X2 S.A.T. COMMUNITY DEVELOPMENT — 2X4 S.A.T. 8' 6' AND 7-10' U 8 FILES AND VINYL (o STORAGE TILE — 8'-6" MECHANICAL EXPOSED 1/2" GYPSUM BD. / PAINT CONCRETE — OVER 3-5/8' 20 GA. STL. FRAMING AT 2'-0' O.C. ELECTRICAL — WEST STAIR / RUBBER ONE HOUR RATED PROVIDE 5/8" TYPE 'X" STAIR VESTIBULE FLOORING MARBLE PAINTED CONCRETE BLOCK 2X4 SUSPENDED GYP. BD. OVER 3-5/8' 20 GA. ACOUSTICAL TILE METAL FRAMING AT 16' O.C. COMMUNITY DEV, DIRECTOR CARPET 4' VINYL MARBLE 1/2" GYP. BOARD / PAINT 2X2 S.A.T. 8'-6" ASST. COMMUNITY DEV. DIRECTOR SECRETARY tt2 — 2X4 S.A.T. SECRETARY tt3 — 6 1-- SECRETARY tt4 — Q CONFERENCE ttl — � Q W CONFERENCE tt2 — 2X2 S.A.T. OGEO. INFORMATION SYSTEMS MARBLE 2X4 S.A.T. LL G.I.S. MANAGER U PRODUCTION ROOM HUB ROOM — EAST STAIRS RUBBER FLOORING REPAINT EXISTING CONCRETE BLOCK PAINTED CONCRETE 28' O" HALL ttl THRU tt4 CARPET — 1/2" GYP. BOAl2D / 2X4 S.A.T. 8'-6" AND SEE SHEET A-12 PAINT 9'-6" FOR CEILING HEIGHTS PLANS REPLACE EXAMINERS CARPET — REPAINT WALLS EXISTING 2X4 TO REMAIN W Y 'i o Z D_ W _ m W n (o Q N N O 0] (n (n 00 o HQd• Z p I Z a 0 O - C) 1— z a aON Q a MW^ J U N 0_2� v Z X:QW U J- m wW J Q oz Q� O W (o > o- ��p..g�nm �pn••E,IV gill...... . "almolhh gm0luu�llplum�. W Z U U_ U Q a D 0 Oo Lu LLL Of N U< 0 �� Z U a - W �� JO U �U .r F—� -)>W J 0d co to OIL~ U LLJ x 0- O L� V) z 0 Vl w n i 0 z © APR '03 THESE PUNS MD THE INFORMATION SHOWN HEREIN ME T E RRORE OY OF MVND IR R W m w mow=, PA MO REPROOUCOONS, D60LOSURES OR USE THEREOF IN WI4XE OR IN PIRf 6 DPREMY PRO- HImTEO WRNOIR WRRimI PE ismoN. COMM. NO: 030201VB DATE: 3 APR.. 2003 BY: ,NR CH'KD: "F8 SHEET NO. A-21 OF TWENTY-TWO J 11 +7'- A.F PR RE BL( RE Ilk +p-0" A.F.F. P.T. IX6 W/ 1/4" SHIM SPACE - 1/2" GYP. BD.-� 5/8" STUCCO 4" ROL VINYL MARBLE STOOL BELOW I" r 1'-1" ALUMINUM TRACK 3LASS BLOCK AR FIR OR PINE ED CORNERS NALL DOOR LINE OF CONCRETE WALL BELOW ARCH SERIES 3000 STOREFRONT FRAME IMPACT GLAZING --12XI2 GLASS I BLOCK J ARCH MEDIUM STILE STOREFRONT DOOR SEALANT ARCH SERIES 3000 1/2' ASPHALT STOREFRONT FRAME IMPREGNATED BOARD 5'-9" M.O. JAMB / HEAD SIMILAR n C(`AI Pe A" = 1'-n" DPP CLJPPT A-OI N A-nn 1/2' ASPHALT V IMPREGNATED BD. ALUMINUM TRACK SEALANT I I SLOPED SILL 11 n u a it a 5/8' STUCCO OVER a POURED CONC. SILL :1 a W/ (D #5 CONT. a q a Q a a -12XI2 GLASS BLOCK ' - ARCP SERIES 3000 STOREFRONT FRAME �- MARBLE STOOL SET IN MUD +0'-8-3/4" A.F.F. DRYWALL J-BEAD - —P.T. IX RIPPED TO 4-1/2" W/ 1/4" SHIM SPACE v C0 1/2' GYP. BD. OVER co P.T. IX4'S OF SECOND FLOOR IX DOOI RIPPED IX6 TO IX DOO RIPPED IX6 TO P.T. I; 1-1/2" 5/8 HEAD / JAMB SCALEt 3" = 1'-0" REF. SHEET HEAD / 'P. BCj OVER OR 6125 GA. STU S AT 16" O.C. LID O EQUAL ONE PIECE FRAf 4E. STOWS IMPEP ED GLASS 3 1/2" GYP. BD. ER 3-5/8" 22 GA. TEFL STUDS AT 16" O.C. 3-1/2' SOUND E ATTS IN 3-5/8" STU WALLS (WHERE INDIC TEED) T BOT. OF EADER R.O. AMWELD OR EDUAL 16 GA. STEEL FRAME. 1-3/4" S.C. BIR H DOOR M 'r 3000 FRAME GLAZING JAMB / HEAD S I M I LAR II C("AI =: A" = 1'-n" DPP CLJ==T A-71 n EE NOTES SLOPE STYROFOAM I /A-22 SIMILAR AND STUCCO +2'-0' n A.F.F. u 1-1/2" STYROFOAM a a INSULATION ILL 12 d P: A" = 1'-n" OPP CLJPPT A -")I MIX �--ACROVYN CORNER GUARD TO 48" A.F.F. VINYL 'J' MOLDING I � a 16 GA. GALV. HOLLOW METAL FRAME, GROUT -FILLED a . W/ U.L. MASONRY ANCHORS ° (THREE PER JAMB). I 16 GA. H.M. DOOR 5/8" STUCCO SEALANT 1B / HEAD SIMILAR = 1'-n" DFF CLJP=T A-71 n V IV ACROVYN LINE OF BLOCK CORNER GUARD TO 48" A.F.F. VINYL BASE I 16 GA. GALV. H.M, DOOR ALUMINUM +O'-O" THRESHOLD _ FIN. FLOOR N * OL T T.O. WALKWAY CONCRETE SILL v ° EXTENSION (TYPICAL AT ALL I EXTERIOR DOORS) THRESHOLD 6 SCALE, 3" = 1'-0" REF. SHEET A-21 q-22 PRECAST CONC. LINTEL o 5/8" STUCCO q ° p I/2" GYP. BD. OVER / P.T. IX3 FURRING SEALANT u P.T. IX6 W/ 1/4" SHIM SPACE ARCH SERIES 3000 STOREFRONT FRAME INTERMEDIATE HORIZONTAL. SEE ELEVATIONS HEAD / JAMB S 1 RC:AI F: A" = I'-[>" DFF CLIFPT A-71 SEALANT SLOPED STUCCO- -0' A.F.F. u I I Q POURED CONC. ° In a SILL W/ (1) tt5 CONT. A IMPACT GLAZING R 13 IMPACT GLAZING ARCH SERIES 3000 STOREFRONT FRAME MARBLE STOOL SET IN MUD DRYWALL VINYL J-BEAD 1/2" GYPSUM BD. OVER P.T. 3/4" FURRING 1/2" GYP P.T. IX3 OL+g'-g• A.F.F. HEAD / JAMB S I M I L R(:AI F: A" = I'-n" DPP CLJ==T A-OI ITA 5/8" STUCCO P.T. IX6 W/ 1/4" SHIM ROD AND SEALANT ARCH SERIES 3000 STOREFRONT FRAME MPACT GLAZING ARCH MEDIUM STILE SOREFRONT DOOR MPACT GLAZING 7 P.C. CONC. LINTEL 1/2" GYP. BD.� a Qa P.T. IX3 a° 5/8" STUCCO Q an a _ I I \ P.T. IX6 W/ 1/4" SHIM SPACE Y a ^ o W _Z m w Q to W 0) N M (n N o G HQ�* Zp I Z Lip a o p2rn a0(o Q a 2 w^ J N = U D- n U� Z LLI ~ aw rm w woz J Q x 0 Ln w m LLI c0 > EL Npnnl�'� nN...lu.,�dINlllui ,W 'II�I�P��II�IIIkka.o,O' Q UJI N oL +8'-2-1/4' A.F.F. uJ ARCH SERIES 3000 ROD AND SEALANT STOREFRONT FRAME ARCH MEDIUM STILE STOREFRONT DOOR IMPACT GLAZING HEAD / JA SCALE: 3" - 1'-0" REF. IMPACT GLAZING ARCH SERIES 3000 STOREFRONT DOOR PEMCO ADA BUMPER THRESHHOL Z uj � U � U > U IMILAR 8 >- z A-22 Z° o po 1 Z LL LINE OF BLOCK o ~ �a W a 00 a ALUMINUM THRESHOLD o Q U Q SET IN SEALANT (n U Z SLOPED SILL O U . ~ >W (�- 00 d N V/ Q WNLL U O w w O 0- w v v � 1-1/2" CONCRETE SILL EXTENSION (TYPICAL AT ALL EXTERIOR DOORS)---,,, 1 1/2" THRESHOLD 15 SCALE: 3" - 1'-0" REF. SHEET A-21 FORMED AND POURED CONCRETE HEAD, JAMB AND SILL (SEE ELEVATION AT ROUGH OPrDING THREE LAYERS OF � 4'-0" - rn 1/4" CDX PLYWOOD t. RADIUSED MOW/ 1/4" SHIM SPACE o CASING BEAD - rn (I) tt5 > RADIUS CUTa(TYPJ3/4' PLYWOOD O p I/2"GYP. BD.z 3/4"m O 4 oo�aan ELEVATION AT ©APR '03 THESE FUNS TMD HE THE INFORlA4110N SHOWN HEREJN ME THE . �' • PROPFRD' Oi EDUMD DAIR114�5 BEY �ROYIECIS, ROUGH OPENING W°�^ SEALANT HIRED W 17EN RERN SSpN. FLORIDA'S BEST El ❑� 114,. '1 -O: WINDOW AND DOOR COMM. No: 030201V8 USE COMPANY RADIUSED ALUMINUM FRAME TWO LAYERS OF DATE: 3 APR., 2003 1/4" DRYWALL BY: Jw IMPACT GLAZING CH'KD: .FB SHEET NO. HEAD / JAMB / S ILL 16 A-22 SCALEt 3" = 1'-0" REF. SHEET A-21 q-22 OF TWENTY-TWO Ulm rn1 UP rlJ DIRECTORS OFFICE �a p� BILLING SUPERVISOR w 5 1[t f CUSTOMER SERVICE #I X111 rn) �a rp1 , m. m. x� 4 ' it �•`: ( _..:: Ca.) =1h. • rq EXISTING BUILDING L ml CONFERENC , �� .�� ri�r0 m�� as Emm ®® ENE mmmtff 9 1� n I4 CUSTOMER \ G .I SERVICE #2 b. b. HALL \ / #2 e .a1S� HALL U3 h. hr LIN ��b.. h OFFICE L---- ----- HALL ul b. t t. a) r. a: A012K <z4 b R M E -,`: yx ..,•.„: �� - OFFICE t. t � a =2 -r I`a p - — — — — — — — — — h. h h. h•��b.,� HALL tt5 irp x CUSTOM R c ENIOR SERVICE 3 ACCOUNTING ! CLERK wlwe. M.E. I ,I� EXPOSED CONIC, g b. M.T.aJ ! N �a q1 UTILITIES ASSISTANT MANAGER "" a� I C. — L f x ld '. d r1.Yli S1 .i.; .',�i xir r t t .fi�. 4-, �F l' .k, i*.`x..' e , %Y� R „T _n1 m 1�n1 rn1 \ '2 4mll b #, b I � titl �p. OFFICE #3 OFFICE UA \ �a p1 HALL u6 1. CAPPEr INTERIOR FINISHES a. CARPET - LEE'S CARPET CAMPUS FACILITIES 101 MEADOW b. CARPET BORDER - PAT CRAFT NEW CLIENT 3610024-24144 AGENCY 11. CERAMIC TILE (FLOORS) C. FIELD TILE - C12OSSVILLE CERAMICS 12XI2 AV31 CASCADE d. TILE BORDER / GRAPHIC TILE - ICROSSVILLE CERAMICS 12XI2 AV32 SIERRA NEVADA e. ACCENT TILE - CROSSVILLE CERAMICS 12XI2 AV36 BLUE RIDGE 9'. RESTROOM FLOOR TILE - CROSSVILLE CERAMICS 12XI2 AV31 CASCADE GROUT COLOR - LATICRETE 61 PARCHMENT 11 111. CORNER GUARDS h. 90 DEGREE CORNER GUARDS - ACROVYN SSM - 10/20 - WHITE j. 135 DEGREE CORNER GUARDS ACROVYN SM - 20M - WHITE IV. TRANSITION STRIPS k. CERAMIC TILE TO CARPET - FLEXCO #67-065 CAPPUCINO VINYL TILE TO CARPET FLEXCO #68-065 CAPPUCINO Z. RUBBER FLOORING / RUBBER TREADS - FLEXCO HEAVY DUTY SQUARE, COLOR TO BE 065 CAPPUCINO V. R PROVIDE VERTICAL RISER IN THE SAME COLOR. m. BORDER PAVER - TARMAC YBOi'R CITY 11 12XI2 - COLOR RED n. FIELD PAVER - TARMAC HALLANDALE - PARQUET PATTERN - COLOR PEACH A. CEILING P. TYPE I - ARMSTRONG 24 X 48' !!X 5/8" 1773 FINE FISSURED WITH PRELUDE 15/16" EXPOSED TEE GRID. q. TYPE II - ARMSTRONG 24"X X24" X 7/8" 558 CIRRUS OPEN PLAN W/ SILHOUETTE 9/16" BOLT SLOT I/4" REVEAL GRID. X. REUSE EXISTING GRID AND REPLACE CEILING TILE WITH TYPE I CEILING TILE. PROVIDE NEW GRID AS REQUIRED DUE TO NEW CONSTRUCTION. Y. TYPE III - AT FIRST FLOOR HALL, AND WHERE CROSSHATCHED ON SHEET A-4, ALSO SHEET A-13. ALSO AT SECOND FLOOR WEST STAIR AND STAIR VESTIBULE, AND FIRST FLOOR HALLWAY #6. ARMSTRONG 24" X 48" X 5/8' FINE FISSURED 1834 ONE HOUR RATED WITH PRELUDE XL FIRE GUARD 15/16" EXPOSED T GRID. PROVIDE (2) 13/16" WIDE X 7/8" HIGH X I" DEEP STEEL HOLD DOWN CLIPS PLACED AT THIRD POINTS OF EACH CROSS TEE. VII. VINYL TILE A r. FIELD TILE - TARKETT 12XI2 2016 WHITE / SUNFLOWER / GOLD S. GRAPHIC TILE #I - TARKETT 12XI2 2047 BIRCH / SHELL / BROWN (FIELD TILE AT 2ND FLOOR) z t. ACCENT TILE - TARKETT 12XI2 2086 HENNA / SHELL / BLACK OXIDE Vill. CERAMIC TILE (WALLS) U. *FIELD TILE - DAL -TILE 4X4 ALMOND XX35 V. GRAPHIC TILE #1 - DAL -TILE 4X4 AGEAN 0192 w. GRAPHIC TILE #2 DAL -TILE 4X4 MEXICAN SAND KI74 1.) PROVIDE COVE TILE AT BASE \V AND PROVIDE BULLNOSE TILE AT TOP OF WAINSCOT. 2.) GROUT COLOR TO BE WHITE. IX. PLASTIC LAMINATE \ / COUNTERTOPS - FORMICA SATIN BLACK 21-5E \ CABINETS - FORMICA INDIAN SMOKE 913-58 X. VINYL BASE Fr \ FLEXCO WF065 CAPPUCINO II \ t XI. PAINT COLORS IJ WOOD DOORS- ALL SOLID CORE BIRCH :k VENEER DOORS TO BE STAINED TO MATCH EXISTING AND VARNISHED. II I F a 2.) STEEL DOORS / STEEL FRAMES - MATCH II / EXISTING STEEL FRAME (BROWN)' I I � / \ 3.) DRYWALL WALLS - FLAT WHITE I I / II / LL i Q LITIES ADDITION A A � w Y a o Z w m t/i ~ O w =)W Q N N O m ON ~Q� o t!1 o Z p I Z a g p-rn W o �0Lo J, N sh v aLJ Z = Q Ld U )-m W J Q �0O En w 2 W to > CL U N a F_ 0 I 10 Q U I Q D Q J w w (N W Z U U_ U Zz o J OO ° U2 LL OW[ N z ::) "0 v UQ 0QV �Z W21i JO URc) O D_ p O I E.1 o a L_ z Z O 1 W W a 0 z © APR. '03 THESE PLANS AND THE INFORNATION SHOWN HEREIN ARE THE PROPOW T ENUND Damrera RNW ARORfELTS. PA AND REPRODUCROK DISCLOSURES OR USE THEREOF IN WNOIE OR IN PARE IS EXPRESSLY PRO- IaaIED WmrouT WRmEN PERIMSKN. COMM. NO: 030201VB DATE: 3 APR.. 2003 BY: "m CH'KD: -m SHEET NO. 1-1 OF FOUR NEW . . • CARPET K I4 L M RECEPTION a,) r. M., T h. COMMUNITY DEVELOPMENT I I a,) I I CONFERENCE #3 b. ----------------- I I O i r .M. :mm SECRETARY #2 h.. �. 'b h. � h. h1�■ k. h: ~CARPET II ) rp SECRETARY u3 �a1 � ate) / I qJ r ASSISTANT COMMUNITY r DEVELOPMENT DIRECTOR NEW / CARPET r. CONFERENCE **Ib. rx� 'h Ira1 1 �x. Ca.)P1 SECRETARY u4 �a q1 COMMUNITY EVELOPMEN DIRECTOR h. h. h.. .. � h-7 BUILDING DEP NEW b.�a CARPET _ a,) • � 1 CONFEREN #2 a1 h � rp;1 r FILE / A \ INTERIOR 1 FINISHES i CARPET VI. CEILING TILE a. CARPET - LEE'S CARPET CAMPUS FACILITIES 101 MEADOW P. TYPE I - ARMST12ONG 24' X 48' X 5/8' 1773 FINE FISSURED WITH PR LLOE 15/16" EXPOSED TEE GRID. b. CARPET BORDER - UEE'S CARPET BORDER WAYFINDER 204 POPLAR q. TYPE II - Al2MSTRONG 24"X X24" X 7/8" 558 CIRRUS OPEN PLAN W/ SILHOUETTE 9/16" BOLT SLOT I/4" REVEAL GRID. CORNER GUARDS X. REUSE EXISTING GRID AND REPLACE CEILING TILE h. 90 DEGREE CORNER GUARDS - ACROVYN SSM - 10/20 - WHITE WITH TYPE I CEILING TILE, PROVIDE NEW GRID AS REQUIRED DUE TO NEW CONSTRUCTION. j. 135 DEGREE CORNER GUARDS - ACROVYN SM - 20M - WHITE IV. TRANSITION STRIPS VII. VINYL TILE k. CERAMIC TILE TO CARPET - FLEXCO st67-065 CAPPUCINO r. FIELD TILE - TA12KETT 12X12 2016 WHITE / SUNFLOWER / GOLD VINYL TILE TO CARPET - FLEXCO #68-065 CAPPUCINO S. GRAPHIC TILE #1 - TARKETT 12XI2 2047 BIRCH / SHELL / BROWN (FIELD TILE AT 2ND FLOOR) 1. RUBBER FLOORING / RUBBER TREADS - FLEXCO HEAVY DUTY SQUARE, COLOR t. ACCENT TILE - TARKETT 12XI2 2086 HENNA / SHELL / BLACK OXIDE TO BE 065 CAPPUCINO. PROVIDE VERTICAL 12SM IN THE SAME COLOR. BALCONY LANDING i I I I I I I I I I EXISTING )�� Ib. �h. NEW CARPET I� h. h �h. k k. a,) , h. .. ht I I I I I I I I I I I I I I I I I I it I I i I I PLANS EXAMINERS ra1as k. I I I I I I I I I II I I I I I I I I I I I II I I I I I I I I CARPET " ��b.� • �I. � k CARPET A. h. _ li V.T .T. _ , r f s I Pc� JJ. �a' I � � I P OD C ION i GIS tt4 b. � GIS r ,,11 ' r. Immimtom 1000110 ` I NTE I ORS PLA DN. . SECOND FLOOR BAST ADDITION SCALE, I/4" - I'-O' NEW CARPET DN, I� RUBBER EAST TAIR e m N o N o Z 4X4 BULLNOSE TILE GRAB BAR COVE TILE MEN / WOMEN I-4 4X4 BULLNOSE TILE I-I/2" DIA. GRAB P.H. 4X4 COVE TILE- E r BLILLNOSE TILE Iza-Irrnoor�� u n .. - Ir�.ir�■I a� NFA uloo■ nlf.�•...f■ iifl la■oo - 1 n n Itl•■■■■ 11 f■■ O 2 PARTITION (BY OWNER) PULL OUT KEYBOARD TRAY _A' c I --- OPEN ----%'/i/i J) i 3'-0" 2'-2" T-2" 2-4 L KNEE HOLE K 2._6" CUSTOMER SERVICE (CONT.) "4 RECEPTION �— NTEPIOP ELEVATIONS SCALE: 1/4" - 1'-0' LAM. PLASTIC OVER 1/2" B.C. PLYWOOD LAM. PLA£ 3/4" B.C. F zo iv KeV RECE 1/4' MELAI 1/2" GYPSL 4' LAM. PL zo D - 2 0" \ N M O O N N I P.T. 2X4' 3`' c� DETAIL SCALE: 3/4"- I'-O" REF. THIS SHEET 2'-0° 2'-0" 2'- 2'-0' L 2'-c L ID WORK ROOM p 4 PARTITION (BY OWNED I .I KNEE HOLE N Q II-4 COFFEE / SNACKS i.W. CONIC, OVER STEEL DECK 14K3 STEEL BAR JOISTS AT 5'-6" O.C. 5 1-4 +7-0" )TIC FINISH ON LYWOOD n 3SED STANDARDS AINE BACKING `OFFICE PARTITIONS (BY OWNER) LAM. PLASTIC OVER TWO ONE HOUR RATED SUSPENDED M BOARD I I LAYERS O 3/4'B.C. PLYWOOD ACOUSTICAL TILE CEILING WITH HOLD DOWN CLIPS 4 1 AND TENTED LIGHT FIXTURES ASTIC BACKSPLASH 2'-0" I( STALL CEILING PER ULUG214 -LAM. PLASTIC O ER TWO LAM. PLASTIC OVER TWO (FFOR ONE HOUR RATING) LAYERS OF 3/4' B.C. PLYWOOD N LAYERS OF 3/4" B.0 PLYWOOD ONE LAYER OF 5/8" TYPE "X" -50 LB. DRAWER SLIDES I G PSUM BD. ON EACH SIDE LAM. PLASTIC OVER 50 LB. DRAWER SLI S OVER 20 GA. 3-5/8" STEEL 1/2" B.C. PLYWOOD STUDS AT 16" O.C. INSTALL PER _--3" LONG BRUSHED I 3" LONG BRUSHED UL#U425 (FOR ONE HOUR RATING) ALUMINUM PULL ALUMINUM PULLS --__LAM. PLASTIC FINISH ON 1/2" GYP. BD, p LAM. PLASTIC FINIS ON 3/4" INDUSTRIAL GRADE N 3/4' INDUSTRIAL GRADE PARTICLE BOAR 3-5/8" 22 GA. STEEL PARTICLE BOARD STUDS AT 16" O.C. STAIR �LJ=AVY nI ITv T AIrl=AI =n _I mnvv n. Irv-��n�i. n� rr" P.T. 2X4-" DETAIL SCALE: 3/4" - 1'-0" REF. oil VESTIBULE 4-3/4" THICK REINFORCED CONCRETE SLAB +12'-0" TOP OF — d a 2ND FLOORa d d, a a 12" PRECAST CONIC. JOISTS AT 5'-7" O.C. F 1-4 0 PASS THRU 4" BACKSPLASW 4" BACKSPLA THIS WORKTOP IS 19" DEEP TO ALLOW =�(OPEN) PROPER REACH TO EXTERIOR COUNTER WHEN DEALING WITH 4'-0' I'-10" 1'-10" DISABLED CLIENT KNEE /4" HOLE PULL OUT KEYBOARD TRAY CUSTOMER SERVICE ttHW-D-0054 **HW-D-0060 UL WALL ASSEMBLIES ONE AND TWO HOUR 12" PRECAST CONCRETE 4-3/4" THICK REINFORCED JOISTS AT 5'-7-1/2" O.C. CONCRETE SLAB d TAIL DETA 3/4" = 1'-0" REF. SHEET A-7 � SCALE: 3/4' = I'- 3-5/8" 22 GA. STEEL DIAGONAL FRAMING AT 48" O.C. )ENDED ACOUSTICAL CEILING I/2" GYP. BD. OVER 22 GA. 3-5/8" METAL SUDS AT 16" O.C. oL +12'-0" W Y a - o Z w _ m w a N 0) O N Q O ro w M rn co N 000 Z Q I Z Q g 0�0, IW— z g �0Lo -1 N U C-=I� .. La Z i- La w J Q Of0O 0 En w = I,.I to > o- IIp.."N.,1II p0,,III'm III ,eIIIIII11n1eIIIIIIIIuN .�nllllllllllllllllull�,. �illllllllll�IeIIIIIU�iI J Q W V) W Z I U U Zz D W o pC R 0 Lu LL W L H > U z Q >oc� 0 Qc4o J _O W Ze O to 0 �o I— ~ >w O >'�n) V Q On. co NI-L W 0- O U- V1 Z O f� w w N- a 4" CONC. SLAB W/ 6X6 10/10 W.WM. OVER CLEAN COMPACTED TERMITE TREATED FILL z © APR. '03 THESE Pula AND THE INMRIOTION SHOWN HMENN ME THE +O.-0• I.N EISY 6 EOWND OMH6"S INNN3Z MOtl1E015. - PA AND gEP 01NINP dSCIOSURES DR WE _ ? 1NIM, IN WHINE NE IN PNIf 6 00'AF55.Y P�- �- H91Ep W1IINIIf WRINEN PERIISSNXi. I1 1 -1 LI COMM. NO: 030201VB DATE: 3 APR., 2003 BY: J NP CH'KD: JFB 1221 SHEET NO. 1-4 OF FOUR n Is ELECT. AND MECH. EQUIPMENT ROM MAIL ROOM / STORAGE O _ E-b PRIMARY EXIT II II EQUIP. ONE HOUR C OPRIDCR RESOURCES I PAP U I WO MPG i \F— FT-MPELOYEE BREAK ROOM IJ47 SP. + 15.76 OCCUPANM I ---T---7 i I I I I E-4 MEETING Roots -I- - -I 6jX E- - L - -1- - - � �x'l•� Z182 SP. a 15 - 145 OCCUPANTS I v - - - _N 9_ W Q ° Z �� L--1----- J -- -- 1---� -- --- L—---L---__T1� Z o TO 647 TD 66' MEN WOMEN M �j TO P-1 TO P-1 F.E. z �o TAX COLLECTOR E3 T :: DIREC ORS O OFFICE ROOM n E-12 ❑ ®TO ® IL-U c c OFFICE E-1P TO al BILLING - - - - OFFICE SUPERVISOR WALL HALL al WORK #4 OF.E. ROOM OFFICE OFFICE OFFICE ICE OFFICE BOOKKEEPING OFFICE u2 u4 TD 65' CUSTOMER D ---- c o II \ (D 1 II ( CUSTOMER o HALL tt5 O 13 \ SERVICE tt2 HALL \ tt2 LOBBY / _ J ADMIN. SENIOR UTILITIES OFFICE SECRETARY CCCXNTI ASSISTAl1T� CLERK MANAGER \477', I TO P '" 0) PR I OFFICE OFFICE OFFICE TO 47 TO P 3 REMOVE WALL AND DOOR TO CREATE PASSING SPACE PER FAC 4.3A � II POEM CONFERENCE TD 46' TO P-3 / VIi IT Y TD TO u TD 73' u TO E-I MAPPING T GIB ND FLOG El i REMOVE HOLD-C FROM THIS LATC DOOR i EI I LIFE SAFETY PLAN SCALE, I' - 10'-O' OFFICE J DEVICE G RATED b�� N x ST. LU(jE COUNTY CIVIC CATER >- SPRINKLER AREA MODIFICATIONS W BUSINESS OCCUPANCY CALCIRATIONS TABLE 500 FLORIDA CODETYPE Y Q IV CL (UNPROTECT���TION Z W mLd I. EXISTING AREAS DATA A.) *CIVIC CENTER (SPRINKLED) 23,922 S.F. (n Q to 0)N 8.) EXISTING FIRST FLOOR ADMIN. OFFICES 25,346 SF. �47,897 S.F. Q U ua 4PC)J M C.) EXISTING SECOND FLOOR ADMIN. OFFICES D.) *ANNEX BUILDING (SEPARATE) SPRINKLED 22,551 SF. 22,670 S.F. O Z Q $ *THESE EXISTING AREAS ARE FIRE SPRINKLED Ld 0-0) OO (NOT FIGURED IN CALCUALTIONS) t] to Q 11. PROPOSED ADDITIONS AREAS ` ^ A.) GROUND FLOOR ADDITION (UTILITIES DEPARTMENT) 3,550 S.F. V) N B.) SECOND FLOOR WEST ADDITION (PLANNING AND DEVELOPMENT) C.) SECOND FLOOR SOUTH ADDITION (PLANNING AND DEVELOPMENT) 3,741 S.F. }-5,941 S.F. Z200 S.F. U CL = Ld QWv III. AREA MODIFICATIONS Z r m AJ GROUND FLOOR J C) Q m O Z EXISTING FIRST FLOOR ADMIN. OFFICES 25,346 SF. Q LY O PROPOSED FIRST FLOOR UTILITIES DEPT. ADDITION EF 3,550 S.F. Ld (o � OL TOTAL - 28,896 S.F. I - 4/3 [I00 (F/P - 0.25)] P - PERIMETER WITH 30 FT. CLEAR - 613.31 FT. N I. 4/3 [100 ( 744311 - 0.25)] F • TOTAL PERIMETER • 744.31 FT. F I - 76.52% () W Q 0 PER TYPE 4 BUSINESS OCCUPANCY UNSPRINKLED (S.F. PFLOOR ALLOWABLE) 17,000 S.F. = U) +AREA MODIFICATION 76,52 (17,000) - 13,008 S.F. + 13,008 SJ=. Q TOTAL ALLOWABLE AREA - 30,008 S.F. Z TOTAL PROPOSED AREA - 28,896 SF. (010 Q Q B.) SECOND FLOOR EXISTING SECOND FLOOR ADMIN, OFICES 22,551 S.F. PROPOSED SECOND FLOOR ADDITIONS 5,941 S.F. TOTAL - 28,492 S.F. I. 4/3 1100 (F/P - 0.25)] P - PERIMETER WITH 30 FT. CLEAR • 671 FT. I - 4/3 [I00 ( &7 - 0.25)] F - TOTAL PERIMETER - 744 FT. I - 88.72% . (PER FLOOR) S.F. ALLOWABLE 17,000 S.F. AREA MODIFICATION 88.72% X 17,000 - 15,082 S.F. TOTAL ALLOWABLE AREA - 32,082 Sr-. TOTAL PROPOSED AREA - 28,492 S.F. (OK) 56 P-5 I) OFFICE I ' I I L' I I I I I L---- TAX COLLECTOR BUSINESS OCCUPANCY 6,157 Sr-. m 62 OCCUPANTS TO 65' TO P-5 DEMOUNTABLE PARTITIONS SHOWN DOTTED TO 71' TO EI _._ I I CONFERENCE OFFICE I _ TO66 E-I \ / OF.E. - WALL MOUNTED FIRE EXTINGUISHER LLJ z Lij U z Z 0 lLLI cy O o O U � F•- W n ,u� U Q o Q� Dz J 0 Wt U of U >>W W Q � W� w O nnn� © APR. '03 THESE PUNS AND THE INFORMATION SHOWN HEREIN ORE THE PROPERTY OF MUMD DRDR815 RNW ARONECS. PA AND REFRODUCDONS. OSCUOSURES OR USE THEREOF IN WHDIE OR N PART S Oa'RESSLY PRD— wN1FD WOHOUT WRRRN PERMSSION. COMM. NO: 030201VB DATE: 3 APR., 2003 BY: -w CH'KD: ,PB SHEET NO. L �!:75� OF TLNO STRUCTURAL NOTES ►� 1010 GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS. 1015 EXISTING STRUCTURE: INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS WAS TAKEN FROM THE DRAWINGS THAT WERE PREPARED FOR: ST. LUCIE CO. BOARD OF COMMISSIONERS PREPARED BY: RIEGLER ASSOCIATES ARCHITECTS PLANNERS ENTITLED:ADMINISTRATION BUILDING CIVIC AUDITORIUM DATED: 12/16/75 AND REVISED 1/9/76. WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGS INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS, DETAILS, ETC. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS. 1061 DESIGN LOADS: THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2001 EDITION. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: ROOF: LIVE LOAD - 20 psf. DEAD LOAD - 30 psf. DEAD LOAD - 11 psf. (TO RESIST UPLIFT) STAIRWAYS: LIVE LOAD - 100 psf. OFFICE AREAS: LIVE LOAD - 50 psf. DEAD LOAD - 15 psf. PARTITION ALLOWANCE - 15 psf WIND: SECTION 1606 140 MPH REGION USE FACTOR 1.0 EXPOSURE 'B' CATEGORY III Gcpi=+/-0.18 - ENCLOSED BLDG. GLAZED OPENINGS SHALL BE IMPACT RESISTANT OR PROTECTED TO MEET REQUIREMENTS OF 1606.1.4 FBC. 1121 SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS: THE FOLLOWING SYSTEMS AND COMPONENTS AS A MINIMUM REQUIRE FABRICATION AND ERECTION DRAWINGS PREPARED BY A DELEGATED ENGINEER: LIGHT GAGE STEEL EXTERIOR WALL SYSTEMS, ALUMINUM WALL SYSTEMS, GLAZED CURTAIN WALLS, PREFABRICATED STEEL STAIRS & RAILINGS, ARCHITECTURAL PRECAST CONCRETE ELEMENTS, STRUCTURAL PRECAST SYSTEMS, GLASS FIBER REINFORCED CONCRETE PANEL SYSTEMS, OPEN WEB STEEL JOISTS, STRUCTURAL STEEL CONNECTIONS REQUIRING ENGINEERING, TILT -WALL ERECTION DRAWINGS. SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLE CODES, LIST THE DESIGN CRITERIA, AND SHOW ALL DETAILS AND PLANS NECESSARY FOR PROPER FABRICATION AND INSTALLATION. CALCULATIONS AND SHOP DRAWINGS SHALL IDENTIFY SPECIFIC PRODUCT UTILIZED, GENERIC PRODUCTS WILL NOT BE ACCEPTED. SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED UNDER THE DIRECT SUPERVISION AND CONTROL OF THE DELEGATED ENGINEER. SHOP DRAWINGS AND CALCULATIONS REQUIRE THE IMPRESSED SEAL, DATE AND SIGNATURE OF THE DELEGATED ENGINEER. COMPUTER PRINTOUTS ARE AN ACCEPTABLE SUBSTITUTE FOR MANUAL COMPUTATIONS PROVIDED THEY ARE ACCOMPANIED BY SUFFICIENT DESCRIPTIVE INFORMATION TO PERMIT THEIR PROPER EVALUATION. SUCH DESCRIPTIVE INFORMATION SHALL BEAR THE IMPRESSED SEAL AND SIGNATURE OF THE DELEGATED ENGINEER AS AN INDICATION THAT HE/SHE HAS ACCEPTED RESPONSIBILITY FOR THE RESULTS. SEPIAS DO NOT REQUIRE SIGNATURE AND SEAL. THE STRUCTURAL ENGINEER WILL RETAIN ONE SIGNED AND SEALED BLUELINE PRINT FOR RECORD. DRAWINGS PREPARED SOLELY TO SERVE AS A GUIDE FOR FABRICATION AND INSTALLATION (SUCH AS REINFORCING STEEL SHOP DRAWINGS OR STRUCTURAL STEEL ERECTION DRAWINGS) AND REQUIRING NO ENGINEERING DO NOT REQUIRE THE SEAL OF A DELEGATED ENGINEER. CATALOG INFORMATION ON STANDARD PRODUCTS DOES NOT REQUIRE THE SEAL OF A DELGATED ENGINEER. REVIEW BY THE STRUCTURAL ENGINEER OF RECORD OF SUBMITTALS IS LIMITED TO VERIFYING THE FOLLOWING: A. THAT THE SPECIFIED STRUCTURAL SUBMITTALS HAVE BEEN FURNISHED. B. THAT THE STRUCTURAL SUBMITTALS HAVE BEEN SIGNED AND SEALED BY THE DELEGATED ENGINEER. C. THAT THE DELEGATED ENGINEER HAS UNDERSTOOD THE DESIGN INTENT AND HAS USED THE SPECIFIED STRUCTURAL CRITERIA. (NO DETAILED CHECK OF CALCULATIONS WILL BE MADE). D. THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTALS IS CONSISTENT WITH THE CONTRACT DOCUMENTS. (NO DETAILED CHECK OF DIMENSIONS OR QUANTITIES WILL BE MADE). SUBMITTALS NOT MEETING THE ABOVE CRITERIA WILL NOT BE REVIEWED. 2011 FOUNDATIONS: SEE THE FOLLOWING REPORT FOR COMPLETE GEOTECHNICAL RECOMMENDATIONS AND INSTALLATION PROCEDURES. SITE PREPARATION AND FOUNDATION INSTALLATION SHALL COMPLY WITH REPORT PREPARED BY: Dunkelberger Engineering & Testing, Inc., DIET Project No. 03-11-1371 TITLED: Geotechnical Services, St. Lucie County Civic Center Addtions and Remodeling St. Lucie county, Florida DATED: February 7, 2002 FOUNDATION DESIGN IS BASED ON A SOIL BEARING PRESSURE OF 2,500 psf. 3101 FORMWORK AND SHORING (CONCRETE SLABS AND BEAMS): NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT LEAST TWO OF THE 28 DAY DESIGN STRENGTH. A MINIMUM OF 3 STORIES OF SHORING AND (/OR) RESHORING SHALL BE USED WHICH SHALL CONSIST OF ONE COMPLETE SET OF VERTICAL SHORES AND TWO SETS OF VERTICAL SHORES THAT COMPRISE AT LEAST 50% OF A COMPLETE SET. DESIGN, ERECTION AND REMOVAL OF ALL FORMWORK, SHORES AND RESHORES SHALL MEET REQUIREMENTS SET FORTH IN ACI STANDARDS 347 AND 301. DRAWINGS FOR SHORING AND RESHORING SHALL BE PREPARED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. 3103 PLUMBING SLEEVES: MINIMUM SLEEVE SPACING SHALL BE THREE DIAMETERS CENTER TO CENTER OF THE LARGER SLEEVE OR 6' CLEAR BETWEEN SLEEVES, WHICHEVER IS GREATER. PRIOR TO CONSTRUCTION SLEEVE LOCATIONS AND SIZES SHALL BE APPROVED BY THE ENGINEER, 3104 CONSTRUCTION JOINTS: ANY DEVIATION OR ADDITION OF CONSTRUCTION JOINT FROM THAT SHOWN ON THE PLANS, MU BE REVIEWED BY THE ENIGNEER. ALTERNATE OR ADDED CONSTRUCTION JOINT LOCATIONS ARE ACCEPTABLE ONLY AS A CHANGE ORDER, WHICH WILL INCLUDE ENGINEERING CHARGES BY THE ENGINEER OF RECORD FOR REDESIGN OF THE STRUCTURE, SHORING, ETC. 3201 REINFORCING STEEL: SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. SECURE APPROVAL OF SHOP DRAWINGS PRIOR TO COMMENCING FABRICATION. 3202 WELDED WIRE FABRIC: TO CONFORM TO ASTM A-185, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. USE OF FLAT MANUFACTURED SHEETS IS REQUIRED. 301 CONCRETE: CONCRETE SHALL BE PER AN APPROVED MIX DESIG PROPORTIONED TO ACHIEVE A STRENGTH AT 28 DAYS OF 3,000 psi WITH A PLASTIC AND WORKABLE MIX. CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND SPECIFICATIONS. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. MIX SHALL MEET THE REQUIREMENT OF ASTM C33 FOR COARSE AGGREGATE. CONCRETE AT SLABS EXPOSED TO WEATHER SHALL HAVE A MAXIMUM W/C RATION OF 0.45. 3307 PENETRATIONS: NO PENETRATIONS SHALL BE MADE IN ANY STRUCTURAL MEMBERS OTHER THAN THOSE LOCATED ON THE STRUCTURAL DRAWINGS WITHOUT PREVIOUS APPROVAL OF THE ENGINEER. CONTRACTOR SHOULD SUBMIT SLAB DRAWINGS INDICATING ANY CONCENTRATION OF PIPES, OPENINGS OR PENETRATIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS PRIOR TO CONCRETE POURS. 3402 PRESTRESSED CONCRETE JOISTS: FLOOR SHALL BE COMPOSITE CONCRETE SLAB OVER PRESTRESSED CONCRETE JOISTS. REINFORCED AS SHOWN ON PLANS. MAXIMUM JOIST DEPTH AN SPACING SHALL BE AS SHOWN ON STRUCTURAL DRAWINGS. THE JOIST LENGTH SHALL BE SUFFICIENT TO EXTEND 3" INTO SUPPORTING BEAMS. PRESTRESSED CONCRETE JOIST SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH ACI 318 FOR THE SUPERIMPOSED LOADS LISTED ABOVE. ADJUST CAMBER TO MINIMIZE DEFLECTIONS DUE TO PERMANENT SERVICE LOAD CONDITIONS. PRESTRESSER TO SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS SHALL BEAR THE SIGNATURE AND IMPRESSED SEAL OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER. THE SPECIALTY ENGINEER (DELEGATED) RESPONSIBLE FOR THE STRUCTURAL DESIGN OF THE PRECAST PRESTRESSED CONCRETE JOISTS AND SOFFIT BEAMS SHALL ALSO BE RESPONSIBLE FOR THE PREPARATION OF THE SHOP DRAWINGS, SHORING AND ERECTION DRAWINGS AND FOR THE MANUFACTURING OF THESE STRUCTURAL MEMBERS. THE SAME SPECIALTY ENGINEER SHALL VERIFY THAT THE ERECTION OF THE JOISTS, SOFFIT BEAMS, DECKING AND FORMWORK IS INSTALLED AND ERECTED AS REQUIRED TO MAKE THE SYSTEM WORK IN ACCORDANCE WITH HIS/HER DESIGN INTENT. PRIOR TO THE CONCRETE BEING POURED ON THE SITE, THE SPECIALTY ENGINEER (DELEGATED) SHALL FURNISH THE GENERAL CONTRACTOR AND THE STRUCTURAL ENGINEER OF RECORD WITH A SIGNED AND SEALED LETTER ATTESTING TO THE FACT THAT THE SHORING HAS BEEN INSPECTED AND FOUND TO MEET THE REQUIREMENTS SHOWN IN THE SHORING DRAWINGS. 3601 CHEMICAL (ADHESIVE) ANCHORS: SHALL BE AN EQUAL TWO PART EPDXY POLYMER INJECTION SYSTEM, SUCH AS RAMSET "EPCON", POWERS RAWL "POWER -FAST" CARTRIDGE SYSTEM, DUR-O-WAL "DUR-O-PAIR" EPDXY ANCHOR, OR HILTI HSE2411 EPDXY DOWELING SYSTEM, OR ENGINEER APPROVED SUBSTITUTION, INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. INSTALLERS SHALL BE TRAINED BY THE MANUFACTURER'S REPRESENTATIVE. 203 MASONRY WALLS: MASONRY UNITS SHALL MEET ASTM C-90 FOR HOLLOW LOAD BEARING TYPE MASONRY WITH UNIT STRENGTH OF 1900 psi ON THE NET AREA (f'm = 1500 psi). MORTAR SHALL BE TYPE "M" OR 'S' AND MEET ASTM C-270. GROUT SHALL BE 2000 psi MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM C-476. PROVIDE HOOKED DOWELS IN FOOTINGS FOR VERTICAL REINFORCING ABOVE. LAP SPLICES 48 BAR DIAMETERS. BLOCK CELLS SHALL BE GROUT FILLED WITH VERTICAL REINFORCING BARS AT CORNERS, INTERSECTIONS, EACH SIDE OF OPENINGS OVER 4 FEET WIDE, AND AS SHOWN ON THE PLANS. DOWELS SHALL BE USED TO PROVIDE CONTINUITY INTO THE STRUCTURE ABOVE AND/OR BELOW, UNLESS No OTHERWISE, USE METAL LATH, MORTAR, OR SPECIAL UNITS TO CONFINE CONCRETE AND GROUT TO AREA REQUIRED. MASONRY SHALL BE LAID IN RUNNING BOND PATTERN UNLESS NOTED OTHERWISE. PROVIDE 9 GAGE GALVANIZED HORIZONTAL JOINT REINFORCING (DUR-O-WALL OR ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES. IF REQUIRED, CONTROL JOINTS SHALL BE PROVIDED IN CONCRETE MASONRY CONSTRUCTION AT LOCATIONS INDICATED ON THE ARCHITECTURAL DRAWINGS. HORIZONTAL WALL REINFORCING SHALL BE STOPPED EACH SIDE OF CONTROL JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIREMENTS AT CONTROL JOINTS. SUBMIT PROPOSED GROUT MIX DESIGN FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. GROUT SLUMP SHALL BE BETWEEN 8 AND 11 INCHES. USE OF SUPERPLASTICIZER IS PROHIBITED. CELLS TO BE GROUT FI SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS VERTICAL GR T SPACE. CLEANOUT OPENINGS SHALL BE PROVIDED AT T BOTTOM OF CELLS TO BE GROUT FILLED IN EACH POUR IN XCESS OF 5 FEET IN HEIGHT. ANY OVERHANGING MORTAR OR ER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE I IDES OF SUCH CELL WALLS. THE CLEANOUTS SHALL BE SEAEO BEFORE GROUTING, AFTER INSPECTION. VERTICAL REINFORCEMENT HALL BE HELD IN POSITION AT TOP AND BOTTOM AND Al INTE VALS NOT EXCEEDING 192 BAR DIAMETERS. CELLS CONTA 4ING REINFORCEMENT SHALL BE FILLED SOLIDLY WITH GRO . GROUT SHALL BE POURED IN LIFTS OF 4 FEET MAXIMUM HEIGHT. GROUT SHALL BE CONSOLIDATED AT TIME OF PLACING BY VIBRATING AND RECONSOLIDATED LATER BN VIBRATING BEFORE PLASTICITY IS LOST. WHEN TOTAL GROUT POUR EXCEEDS 5 FEET IN HEIGHT, THE GROUT SHALL BE PLACED N 4 FOOT LIFTS. MINIMUM CELL DIMENSION SHALL BE IN A CORDANCE WITH TABLE 5 OF ACI 530.1 (3" X 3" FOR COAF 3E GROUT, 12 FT. MAXIMUM POUR HEIGHT). WHEN THE GROUTING IS S DPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTIO JOINTS SHALL BE MADE BY STOPPING THE POUR OF G OUT NOT LESS THAN 1-1/2 INCH BELOW THE TOP OF THE U3PERMOST UNIT GROUTED. 4205 TIE BEAMS: BEAMS WITH Tff PREFIX "TB" SHALL BE OF CONCRETE, POURED AFTER THE BLOCK WALLS BELOW ARE IN PLACE. REINFORCING SHALE. BE CONTINUOUS THROUGH TIE BEAMS WITH MINIMUM LAP 3PLICES OF 48 BAR DIAMETERS AND BENT BARS AT CORNERS. IISE METAL LATH, MORTAR, OR SPECIAL UNITS TO CONFIN CONCRETE TO AREA REQUIRED, IN ACCORDANCE WITH ACI 53 1 (SOLID METAL OR FELT CAVITY CAPS ARE PROHIBITED). 4207 LINTELS: MASONRY OPENIN LESS THAN 8 FEET SHALL BE SPANNED WITH 8'X8" CON RETE LINTELS WITH 2#5 REINFORCING BARS B07TO LINTELS SHALL BEAR A MINIMUM OF 8" AT EACH END. PR LINTELS MAY BE SUBSTITUTED FOR ABOVE. 5101 STRUCTURAL STEEL: WIDE F ANGE SHAPES SHALL CONFORM TO ASTM A-572 OR A-992 Gf ADE 50 AND OTHER SHAPES SHALL CONFORM TO ASTM A36 "THE SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" BY THE AMERIC N INSTITUTE OF STEEL CONSTRUCTION, INC. SHO CONNECTIONS TO BE WE=LDED (UTILIZING E70XX ELECTRO ES) AND FIELD CONNECTIONS TO BE BOLTED, UNLESS OTHE ISE NOTED ON STRUCTURAL DRAWINGS. STEEL SHALL R EIVE ONE SHOP COAT AND ONE FIELD TOUCH UP COAT OF PROVED PAINT, EXCEPT WHERE GALVANIZING IS INDICATED N THE DRAWINGS. STRUCTURAL TUBING SHALL CONFORM TO ASTM A-500, GRADE B. Fy = 46 ksi. STRUCTURAL PIPE SHALL CONFORM TO ASTM A-53 GRADE B. TYPE E OR S, F = 35 ksi. BEAM CONNECTIONS TO TUBE COLUMNS SHALL BE I.S.C. THRU-PLATE TYPE UNLESS SHOWN OTHERWISE. BOLTED CONNECTIONS S CONSIST OF MINIMUM 3/4 INCH DIAMETER ASTM A-325N HI H STRENGTH BOLTS. BEAM CONNECTIONS SHALL BE D IGNED BY THE FABRICATOR FOR THE REACTIONS SHOWN ON THE PLANS. IF NOT SHOWN, THE FABRICATOR SHALL DESIGN E BEAM CONNECTIONS TO SUPPORT AN END REACTION OF W/2 KIPS FROM THE TABLES IN PART 2 'ALLOWABLE UNIFORM LOAD IN KIPS FOR BEAMS LATERALLY SUPPORTED" OF THE MANU OF STEEL CONSTRUCTION (9TH EDITION), BUT CONNECTION SHALL NOT HAVE LESS THAN 2 ROWS OF BOLTS. ANCHOR BOLTS SHALL CONFORM TO ASTM A-307 OR A-36 (THREADE) ROD). 5110 SHEAR STUD CONNECTORS: SHEAR STUD CONNECTORS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING COD % SECTION 7 - STUD WELDING. STUDS SHALL BE TYPE W, HEADED STUDS HAVING A MINIMUM TENSILE STRENGTH OF 60,030 psi., AND SHALL BE OF LENGTH AND DIAMETER SHOWN ON STRUCTURAL DRAWINGS. 5111 WELDING: WELDING SHALL B DONE BY WELDERS WITH CURRENT CERTIFICATION USING ASTM 70 SERIES ELECTRODE FOR SHOP WELDING A36 STEEL, AND E70 SERIES LOW HYDROGEN ELECTRODES FOR ALL WELDNG OF HIGH STRENGTH STEELS AND FOR FIELD WELDING. WELDS SHOWN ON STRUCTL DRAWINGS ARE MINIMUM DESIGN REQUIREMENTS. THE FABRI TOR'S SHOP DRAWINGS SHALL REFLECT WELDS IN ACCORD CE WITH AWS REQUIREMENTS. UNLESS NOTED OTHERWISE N THE DRAWINGS, GROOVE WELDS SHALL BE FULL PENETRATE . PROVIDE FILLET WELDS AT ONTACT POINTS BETWEEN STEEL MEMBERS SUFFICIENT TO D ELOP THE ALLOWABLE TENSILE STRENGTH OF THE SMALLER MEMBER AT THE JOINT UNLESS DETAILED OTHERWISE ON DRAWINGS 5201 STEEL JOISTS: SHALL BE TH SIZE AND SPACING AS SHOWN ON THE STRUCTURAL DRAWINGS AND SHALL BE DESIGNED, FABRICATED, INSTALLED AND BRIDGED IN ACCORDANCE WITH THE STEEL JOIST INSTITUTE SPECIFICATIONS. ENDS OF BRIDGING LINES TERMINATIN AT WALLS OR BEAMS SHALL BE ANCHORED THERETO AT TOP AND BOTTOM CHORDS. MINIMUM JOIST BRIDGING TERMINATIO CONNECTIONS TO MASONRY SHALL BE L3 X 3 X 1/4 X 3" L G WITH (1) 1/2' DIAMETER ANCHOR BOLT OR 1/4 X 4 X 4 W (1) 1/2" X 5" HEADED STUD TO CONCRETE. BRIDGING SHAL. BE WELDED OR BOLTED AT POINTS OF CONTACT. WELE SHALL NOT DAMAGE THE JOIST. CROSS BRIDGING SHALL BE WELDED OR BOLTED AT ITS CENTER POINT. K-SERIES JOISTS SHALL BE R A MINIMUM OF 2-1/2' ON STEEL BEAMS AND 4' ON CONCREE BEAMS. JOIST BEARING PLATES TO BE MINIMUM 3/8" X 4' X 7-1/2" WITH (2) 1/2" DIAMETER X 5" SHEAR STUD CONNE RS. BEARING PLATES FOR BACK TO BACK SINGLE JOISTS SHALL BE MINIMUM 3/8" X 7-1/2" X 7-1/2" WITH (4) 1/2' DIAJETER X 5' SHEAR STUD CONNECTORS. BEARING PUTES SHALL BE CAST INTEGRALLY WITH THE CONCRETE BEAM. WELD JOISTS TO BEARING PLATES WITH A MINIMUM OF (2) 1/ ' FILLET WELDS, UNLESS NOTED OTHERWISE. SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWING SUBMITTAL ALL INCLUDE LAYOUT, COMPONENT DESIGNATION, BRIDGING, AN PERTINENT SECTIONS AND DETAILS, SUBMITTALS FOR GISTS, OTHER THAN STANDARD SJI CATALOG SELECTIONS Wl ICH HAVE BEEN CHECKED BY SJI, SHALL BEAR THE SIGNATURE AND IMPRESSED SEAL OF A FLORIDA REGISTERED PROFE SIONAL ENGINEER. 5202 JOIST BEARING: WHERE STEE BEAMS SUPPORT JOISTS FRAMING FROM ONE SIDE ONLY, OR 1HERE JOISTS FROM ONE SIDE ARE 30% LONGER THAN THE J01 ON THE OPPOSITE OF' THE BEAM, JOISTS SHALL BEAR FULL W TH OF THE STEEL BEAM OR 5-1/2", WHICH EVER IS LE S. 5203 NET UPLIFT DESIGN: STEEL ROOF JOISTS SHALL BE DESIGNED TO WITHSTAND NET UPLIFT INDICATED ON DRAWINGS. IN ADDITION TO THE STANDARD SJI BOTTOM CHORD BRIDGING, WHICH INCLUDES THE FIRST END PANELS, THE JOIST MANUFACTURER SHALL PROVIDE DESIGN CALCULATIONS FOR UPLIFT, EITHER CONFIRMING THE SJI BRIDGING REQUIREMENT OR PROVIDING A DESIGN ADEQUATE FOR THE UPLIFT. THIS SUBMITTAL SHALL BEAR THE SIGNATURE AND IMPRESSED SEAL OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER. 5210 STEEL ROOF DECK: SHALL BE 1-1/2' DEEP, 22 GAGE GALVANIZED (G60) WIDE RIBBED STEEL ROOF DECK (WR22) AND SHALL CONFORM TO PROVISIONS OF THE STEEL DECK INSTITUTE (SDI) SPECIFICATIONS FOR STEEL ROOF DECK. WELD PATTERN SHALL BE A MINIMUM 36/4 UNLESS NOTED OTHERWISE. FASTEN SIDE LAPS AT MID -SPAN WITH A #10 SCREW. 5403 LIGHT GAUGE STEEL TRUSS FRAMING: LIGHT GAUGE STEEL TRUSS FRAMING SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRINCIPLES AND GOVERNING CODES. THE DESIGN SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. SHOP DRAWING SHALL BE SUBMITTED WHICH BEARS THE SIGNATURE, DATE, AND EMBOSSED SEAL OF THE ENGINEER. SHOP DRAWINGS SHALL CLEARLY INDICATE CONNECTIONS AND MATERIALS USED, PREMOLDED OR PIER ISOLATION JOINT (I.J. JOINT FILLER SAW CUT K — —x—x CUT ALTERNATE CROSS WIRES AT JOINT SAW CUT AS SOON AS POSSIBLE WITHOUT RAVELING CONCRETE. (4 TO 16 HOURS AFTER POUR) CONTROL JOINT (C.J.) v m M METAL KEY JOINT OR FORMED KEY WAY CONSTRUCTION JOINT (K.J. 4#5 VERT. & EMBED #3 TIES AT 8" C/C STARTER COL. DETAIL IF COLUMN IS CAST BEFORE MASONRY — WALL IS RUN UP, USE DOVETAIL ANCHORS IF MASONRY WALL IS RUN UP BEFORE COLUMN, EXTEND JOINT REINFORCING 6" INTO COLUMN 1 1/2" CLR. COVER AB - ANCHOR BOLT ALT - ALTERNATE APPROX - APPROXIMATELY ARCH - ARCHITECTURAL B - BOTTOM BLDG - BUILDING BM - BEAM BOTT - BOTTOM BRG - BEARING C/C - CENTER TO CENTER CH - CHANNEL CIP - CAST IN PLACE CJ - CONTROL JOINT CL - CENTERLINE CLR - CLEAR CMU - CONCRETE MASONRY UNIT COL - COLUMN CONC - CONCRETE CONFIG - CONFIGURATION CONT - CONTINUOUS CONTR - CONTRACTOR CTR - CENTER DBL - DOUBLE DET - DETAIL DIA - DIAMETER DIM - DIMENSION ON - DOWN OR - DOOR DWG - DRAWING EA - EACH EF - EACH FACE EJ - EXPANSION JOINT EL - ELEVATION ELEV - ELEVATOR EQ - EQUAL EW - EACH WAY EXIST. - EXISTING EXP - EXPANSION FIN - FINISH FLR - FLOOR FND - FOUNDATION FOM - FACE OF MASONRY FS - FAR SIDE FT - FOOT FIG - FOOTING GA - GAGE GALV - GALVANIZED HC - HOLLOW CORE HORIZ - HORIZONTAL HP - HIGH POINT IJ - ISOLATION JOINT INFO - INFORMATION INT - INTERIOR JT - JOINT KJ - CONSTRUCTION JOINT L - ANGLE LG - LONG LW - LONG WAY DOVETAIL ANCHOR SLOT NO. 100 BY HECKMAN (OR ENGINEER APPROVED SUBSTITUTION) GROUT FILLED CELL 1" W. X 16 GA. GALVA DOVETAIL ANCHOR AT 1 NO. 106 BY HECKMAN ENGINEER APPROVED S 7-1 2' �-9 GA. GALVANIZED REINFORCING AT 1 TIE COLUMN ANCHORAGE DETAIL MFR MAS MO MATL MAX MECH MTL MIN MISC NS NIC NITS O/C OPNG PART. PL PLF PSF PSI PT R REINF REM REQ'D REV RM RO SCHED SECT SIM SL SQ SP STD SW STL STRUCT TB TC T/O TO TOC T TEMP TOS TR TYP UNO VERT W WD WWF 4_0' (MIN.) CONTINUOUS BOTTOM REINFORCING MANUFA CTURER MASONRY MASONRY OPENING MATERIAL MAXIMUM MECHANICAL METAL MINIMUM MISCELLANEOUS NEAR SIDE NOT IN CONTRACT NOT TO SCALE ON CENTER OPENING PARTITION PLATE POUNDS PER LINEAR FOOT POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POST TENSIONED/PRESSURE TREATED RISER REINFORCING REMAINDER REQUIRED REVISED/REVISION ROOM ROUGH OPENING SCHEDULE SECTION SIMILAR SLOPE SQUARE SPIRAL STANDARD SHEARWALL/SHORT WAY STEEL STRUCTURAL - TIE BEAM - TIE COLUMN - THRU OUT - TOP OF - TOP OF CONCRETE - TOP - TEMPERATURE - TOP OF STEEL - TREAD - TYPICAL - UNLESS NOTED OTHERWISE - VERTICAL - WITH - WOOD - WELDED WIRE FABRIC 1=6• (MIN.) TYPICAL STEPPED FOOTING DETAIL CAST IN PLACE REINF. CONC. TIE BEAM PLACE METAL LATH OR WIRE SCREEN OVER CORES NOT TO BE FILLED (SHEET METAL AND FELT PROHIBITED) VERTICAL REINFORCING W/ MATCHING DOWELS IN FOUNDATION. SEE PLAN FOR SIZE AND LOCATION. HORIZ. JOINT REINF. AT 16" O.C. STARTING AT FIRST COURSE ABOVE FOUNDATION. LAP SPLICES 6 USE PREFAB, L's AND Ts AT WALL INTERSECTIONS GROUT FILLED CELL. PLACE C AND CONSOLIDATE GROUT IN 4 FT. LIFTS MORTAR CROSS WEBS ADJACENT TO FILLED CELLS ASTM C-90 C.M.U'a FOUNDATION I% SET FIRST COURSE IN FULL MORTAR BEDDING CLEAN OUT OPENINGS AT GROUT FILLED CELL LOCATIONS. FOR WALLS OVER 4 FT. HIGH JENKINS A CHARL C INCORPORATED C R' E TYPICAL MASONRY WALL CONSTRUCTION w Y a � Z OL N m a Arno Q N m N 04 m to �M�h7 ZQQ 1 Z W a g o-Ca 0 �Uin J U N a. H _J Z v >_m W J < woz W w>a. Q w V) W z U U_ U zz W _o Ot 00 1 U� OWC Wz UQ � oar JO U�� E- �— 0 � > J Od ui Q O UJ r rL H U IaJ O cr OL rn z 0 rn w z 1.0 O 0 z C JAM 'OS txea w wa ma THE asnawnw, .NMx N N ARE nE PRIDE" Cr MLM a wooft MiCflECl9. PA Xo won a.7aD9M a aE as W a IM aA a PNR a MFMW Pal- Nnm aaNvr eeMea PeaOmN onau Win ngimom COMM. NO: 030201VB FLORID; ENQNEERING BUSINESS 650 DATE: APR. 03, 2003 2011 S. 25TH Street, Suite 211 Fort Pierce, FL 34947 BY: DAB (772)466-3773 (772)468-3700 FAX CH'KD: JDM TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. SHEET NO. OF - O O 11'-2Y4,t,61_Qr it r- - - - - 1 ; LJ I O 0 I 1 o t SEE NOTE #12 �i OWN SEE STARTER COLUMN I i r_--III I UP O I O DETAIL SHEET S-1 OI I I IL-L---- I I 6 L__ ----- _ I I C i_6 A _ ..._00 .._ _.. i._.:. ; _._.. _ ..... O _ Cli - - _ . � 1 w ,—_ " _ — � I I -;-;: SEE NOTE In d A I 21 - qY4 1 15 7 I I 22 8 I J #12 r rl L, _ 1 I H L- ---- 1 "I I N04 `- D CDI ® 22'11�" 15'- " 22' �2 I 17_6O ! I Lo O O �. J 11 rj L�0 (-- --I 0 r-- _� O rJ L, L� r__� I I I I I I I _T— I i;` I I L1 FJ O L_ —J L— —J _j 1 1 —� J r _ r ---. _.. - D T 0" 1 j I I EL.+O'-Om I C.J. I A I _0 (TYA- inn I I® I • I T.O. SlA8 I C.J. I L_ - i��. I 3 81--�—N TE_1 I I 10 55 ...... .. ...... ....... ... ._... 81� 8'-0" ° ®ca 1 48'-8" 4'-2" 7'-2" [4'-2° 3 2 1 r---i r--� O r--,O O r --i r- �yI \fir --I co n I I l///`///L��J\\\' I 1 aJO (Y y 3 L� ( O Icm 1 O1 1 O O OL®J L _JO OL 16 1Q L._ 1 15'-5" 16'-4" O -- 15'-5" L -J 16'-10" L_ J 14'-8"` 15'-9" 3 3 CORNER BARS TO MATCH FOOTING REINFORCEMENT STRIP FOOTING REINFORCING ^^"' THRU PADS PLAN AT PAD CORNER PERPENDICULAR TYPICAL FOOTING INTERSECTION DETAIL FOOTING SCHEDULE MARK O W SIZE X L X D REINFORCING REMARKS A 1'-6" X CONT. X 1'-0" 2#5 CONT. BOTT. B 2'-0" X CONT. X 1'-0" 2#5 CONT. BOTT. C 3'-0" X 3'-0" X 1'-0' 3#5 E.W. BOTT. D 4'-0" X 4'-0' X 1'-0" 4#5 E.W. BOTT. E 4'-6' X 4'-6' X 1'-O' 5#5 E.W. BOTT. F 5'-0" X W-0' X 1'-6" 5#5 E.W. TOP & BOTT. G 6'-0' X 6'-0' X 1'-2' 7#5 E.W. BOTT. H 5'-0" X W-6" X 1'-4' 6#6 E.W. BOTT. J W-6" X 6'-6" X 1'-4" 6#6 E.W. BOTT. K 4'-6" X 6'-Ow X 1'-2" 7 5 6 5 L.W. BOTT. S.W. BOTT. L 7'-0" X 7'-0' X 1'-8" 6#6 E.W. TOP & BQTT. COLUMN SCHEDU ------------ � ® I I ..... .......: I , I J12 NOTE- '::3 03 D I I _t I ! NEW BLOCK WALLS O D I I rr —O (SEE ARCH. I/A-4) I I I I _— POUR EXISTING CELL SOLID W/CONC. 4 ,J ;4"0 ..-..... .. .�_......:. .......... ................................. .......... �_:_. _-._ _.. :___�.-.. -� __! i o CUT CORNER OF ..... ..-.._,1s._Da .........:..._ .-a .......... .... . " . ....... .. .... . ....- . .. .- I FTG. ® EXIST. CID 12'-10' O© C ,o r--,O r--� a r-_� r--� r"-� PO1'—Ow C I I I �r---IO O (-- -I O O I I O 1 1 2 I I �LL 1l I I I D I® I DOI ®I 1 I I I I EM DO 1 ®I O 1® 1 DO 1 I 1 t I w • a L__J , " L —.J 1 11 I n 1 I L__J L__J L__J I 6_-104'-8 15 -9 14 -8 _J _1.6_-10 L -_�J 13'-7' 14'-7" I, 14'-7" I. 13'-7" �. 1 w I I- J , 16 -10 L_-- 3 MO SIZE VERTICAL REINFORCING OR BASE PLATE & ANCHOR BOL COLUMN CAP PLATE 4ND S OR BOLTS REMARKS 10 12X16 6#6 3L & 2S #3 TIES 0120O.C. 20 12X24 4#5 8 GAGE TI S 080O.C. 12' CMU COL. O 12X32X32 7#6 #3 TIES 012"O.C. SEE DETAIL 40 12X24 4#6 #3 TIES 012"O.C. 50 BX12X12 4#5 #3 TIE 08"O.C. SEE DETAIL O6 BX16 4#5 #3 TIES 08"O.C. 70 TS4X4XA' DIA.1 Xx2w W/(4�m AISC THRU LATE CONN. O8 TS40XA" DIA.1 Xx 2" W/(4)jw jwX 5 OLV (4) }" DIA. �9 8X21 4#5 #3 TIES 080O.C. 10 8X12 3/4 4#5 #3 TIES 08"O.C. COLUMN alO iV � w R t + + COLUMN A* 8' )LUMN F91.7:TdEI�➢ TIE ADDED (SLAB OR BEAM, / SEE PLAN VERTICAL REINFORCING L- 1/2 TIE SPACING (MAX.) (HOOK AS SHOWN UNDER TOP STEEL) CONC. COL. COLUMN TIES CONCRETE COLUMN TERMINATION AT SLAB OR BEAM g U STAGGERED SPLICE w AS REQUIRED. SEE o w o COLUMN SCHEDULE w 3" OFFSET (MAX.) SLAB OR o 1/2 TIE SPACING (MAX.) BEAM, SEEN Z PLAN M SLOPE 1 TO 6 (MAX.)-' 1/2 TIE SPACING (MAX.) IF GREATER THAN 1/2 TIE (3) TIES AT 3"0.C. SPACING ADD ADDITIONAL TIE(S) AS REQ'D. CONCRETE COLUMN SPLICE AT SLAB OR BEAM COLUMN TIES DOWELS SHALL BE THE SAME SIZE AND NUMBER AS COLUMN REINFORCING ,-I-J. (IYP.) CONCRETE COLUMN BASE 1/2 TIE SPACING FOUNDATION PLAN NORTH SCALE: 10=10'-O" 1.) FLOOR SHALL BE A MINIMUM 4- CONCRETE SLAB -ON -GRADE WITH ONE LAYER OF 6x6 - W1.4 x W1.4 WELDED WIRE FABRIC. PROVIDE SUPPORTS FOR WELDED WIRE FABRIC AT MID -DEPTH. 2.) THE SLAB SHALL BE CAST ON A VAPOR BARRIER ON WELL COMPACTED FILL MATERIAL. 3.) CENTERLINES OF COLUMNS AND WALLS SHALL COINCIDE WITH THE FOUNDATION CENTERLINES UNLESS SHOWN OTHERWISE. 4.) SLAB CONTRACTION JOINTS ARE REQUIRED AND ARE INDICATED AS C.J. ON PLAN. CONTRACTION JOINTS MAY BE TOOLED OR SAWCUT (WITHIN 4 HOURS OF POUR), CONTRACTION JOINT LOCATION SHOWN MAY BE CHANGED AS REQUIRED FOR CONSTRUCTION SEQUENCING PROVIDED: THE MAXIMUM DISTANCE BETWEEN JOINTS IS LESS THAN 20% THE SLAB AREA BETWEEN JOINTS IS LESS THAN 400 SQUARE FEET; THE BOUNDED AREA IS AS SQUARE AS POSSIBLE AND IN NO CASE THE RATIO OF LONG SIDE TO SHORT SIDE EXCEED 1.5. 5.) ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS REF. EL+O'-O' WHICH IS TOP OF GROUND FLOOR SLAB. MATCH EXISTING. 6.) ELEVATION TOP OF FOOTINGS SHALL BE -1'-4" UNLESS INDICATED AS MATCH TOP OF EXISTING FOOTINGS AT ADJACENT CONDITIONS. DO NOT UNDERMINE SOIL BELOW EXIST. FOOTING. 7.) SEE DRAWING S-1 FOR STRUCTURAL NOTES AND TYPICAL DETAILS. 8.) VERIFY ALL DIMENSIONS, ELEVATIONS AND SLAB FINISHES WITH ARCHITECTURAL DRAWINGS BEFORE COMMENCING CONSTRUCTION. FOR DIMENSIONAL INFORMATION, SEE ARCHITECTURAL DRAWINGS. 9.) may- INDICATES 8" LOAD BEARING MASONRY WALL WITH #5 VERTICAL REINFORCING BARS AT 40" ON CENTER IN GROUTED CELLS. PROVIDE ONE ADDITIONAL VERTICAL REINFORCING BAR IN A GROUT FILLED CELL AT ALL WALL INTERSECTIONS, AT ENDS OF WALLS AND AT EDGE OF ALL WALL OPENINGS EXCEEDING TWO FEET IN WIDTH (UNLESS OTHERWISE NOTED). 10.) TE-1 - INDICATES AN 8" WIDE x 8' DEEP x CONTINUOUS CONCRETE THICKENED SLAB EDGE REINFORCED WITH (1)#5 HORIZONTAL REINFORCING BAR. 11.) SEE ARCHITECTURAL DRAWINGS AND STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 12.) DRILL AND EPDXY DOWELS INTO EXISTING FOOTINGS TO MATCH BOTTOM REINFORCING OF NEW FOOTING. PROVIDE 48 BAR DIA. LAP. R KINS S HARLAND INCORPORATED C"n•ulting Enginc"n FLORIDA ENGINEERING BUSINESS 650 2011 S. 25TH Street, Suite 211 Fort Pierce, FL 34947 (772)466-3773 (772)468-3700 FAX TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. ywiT,ws? 4l e� Ike Ld 1• • Clq • u • ., ' • In Cq • .. • La • • • • .111�����111. AII�����III• ���nolllllllllllll��i��� ; uj Lu • • • • • LL u F- LU • Z • < 1 • 5, n • 8. • • ir CH _. •p COMM. NO. 030201VB . ^. 03,2003 .- SHEET • a Cf_... i 2 VL6 ORAGE LIVE S- AD125 PSF EXIST. 8x16 CONC. BM 2. 5 VS4@' 4' 0" C/C O I g 1 1 TO REMAIN I �6 � /,r TB- I Lt T B-3 6 Ka I ',�.j6PLACCME U INFILL WALL AFTER ROOF fjTURE w ,t , v M t •� k r�' rc a ,r I ._! L -'I I I I I I L �ii NI 1 -1 4 I I I I I I I 3N4 11-04 n i I I 1 7 1 1 1 1 7 1 1 8 R4 f m 1 1 I II ---�_� ----��-B�2------�---L B- 3 1-1 i I CANT. 2 '-9 15" 2' 22W 7'-8/ !/ . 1 liili00 CL ✓ n I m l I I I I I I I I I LL Im N I Vy10x22 E E W12x26 E I I I I EL.+12 -10 I I I 6 I 7j. ), 14x22 _.. (�... _. m i I "r � U I S-6 i t R6 10 Y LIND TES I I i I I I 10 F B- _- 6" CONC SLAB a N * ST L (BEAD --_( OI I I 1 I I I I I II W/4016 TEMP. �; R5 w I� 0\ O O� EL.+12'-O" / II 13 T.O. NEW SLA TB-1 L1 B-7 B-7 B-7 o S-6 O 6 7 � B-7 � B-7 n3 1 1 2 L 1 r- EL.+12'-O" E}(IST. 2ND FLOOR u t O W10x22(E) W10x22(E) W1Ox22(E)O B-8 B-8 W12x26(E) STIN Y o a o -. 6 O O O N Ij) w �I 7"/6" CONC. SLAB-,._Z W/#4018 TEMP. _..I I T I I I I I I I I I I II IN ml _.._.._.._.._.._.._.._.._..T I . _.._. -. _.._. -.._. _. L1 - ' I v P7 N l uj _"'. IN 7 = - - - - B-7 B-7 B-7 LEI 2ND FLOOR FRAMING PLAN SCALE: 1"=10'-O" NORTH 1. ALL ELEVATIONS SHOWN ON THESE PLANS REFERENCE EL. +0'-Om 5. ® INDICATES MASONRY WALLS W/1#5 VERTICAL REi ORCING WHICH IS TOP OF THE GROUND FLOOR SLAB. VERIFY IN GROUT FILLED CELLS AT 40" O.C. MAX. U.N.O. ALL ELEVATIONS WITH ARCHITECTURAL DRAWINGS. ADDITIONAL VERT. REINF. AT WALL CORNERS, INTERSECTICqS AND AT EA. SIDE OF OPENINGS GREATER THAN 2'-0". 2. REFER TO STRUCTURAL NOTES ON S- j FOR ADDITIONAL INFORMATION. 6. * INDICATES NEW CONC. TOPPING 6" MAX. TO 2 1/ " MIN. OVER EXISTING. L.W. INSULATING FILL. REINF. W/6x6 W2,102.1 W.W.F. 3. FOR DIMENSIONS NOT SHOWN, SEE FOUNDATION PLANS AND PLACED IN SHEETS. ARCHITECTURAL DRAWINGS. VERIFY SIZE AND LOCATION OF SLAB 7.--� INDICA - SPECIALTY ENGINEERED LIGHT GAGE ROOF TRUSSES OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. 0 2'-0 C/C. 4. FLOOR SYSTEM SHALL CONSIST OF 4-3/4 INCH CONCRETE SLAB OVER PRECAST CONCRETE JOISTS. SLAB SHALL BE REINFORCED 6. L1 - INDICATES 3x3 " CONT. W/j" DIA. EXP. BOLTS 0 4'-0" C/C. WITH #4 ® 12" C/C PERPENDICULARITO JOISTS AND #3 0 12" C/C L2 - INDICATES 1_4 4' CONT. W/j" DIA. EXP. BOLTS 0 2'-0 C/C. PARALLEL TO JOISTS. PLACE REINFORCING AT MID -DEPTH OF SLAB, PERPENDICULAR LAYER ON TOP. JOIST DEPTHS AND SIZES ARE SHOWN ON PLANS. SEE STRUCTURAL NOTES ON S-1 FOR SUPERIMPOSED FLOOR LOADS FOR CONCRETE JOIST DESIGN. ADDITIONAL BARS EQUAL IN AREA TO 1/2 OF INTERRUPTED BARS. MINIMUM 1#5 TOP AND BOTTOM UNLESS NOTED OTHERWISE ON PLANS. SAREA Of' INTERRUPTED REGULAR REINFORCING. HOOK TOP BARS ONLY (ALL FOUR SIDES) 1 #5 x 3'-6" AT EACH CORNER AT CL SLAB TYPICAL REINFORCEMENT AT SLAB OPENING 1. OMIT ADDED BARS AT OPENINGS OF 10" OR LESS AND RUN NORMAL REINFORCING BY SIDE OF OPENING. 2. HOOK BARS AT AFFECTED ENDS WHERE BARS CANNOT BE EXTENDED PAST OPENING. 3. OPENINGS SHALL BE SHOWN ON THE STEEL PLACING DRAWINGS AND REINFORCED ACCORDINGLY. 3 "-8" CONC. SLAB -5 W/#4014 TEMP 1 - TY .0. SLAB (SEE ARCH FOR SLOPES) 'Z' OR Y' 4 (V4 OR 'Y'/4 (USE R ER) 2" CLR. (USE LARGE) U.N.O. BEAM 2- CLR. SCHED Y 0 X' 4 BAR 0' TOP�BARR 0" 3/41 CLRLFOROR BE SLAB! MS 0" 'C' BAR 0" 2r BOTTOM BAR CLASS 'A' LAP 30 CLR. FOR GRADE BEAMS STIRRUPS -SEE 2 BARS (MIN.) 1 1/2" CLR. FOR HER BEAMS SCHEDULE FOR SPACING, USE 90' END HOOKS. SPAN 'X' SPAN 'Y' __.._. SPAN 'Z' TYPICAL BENDING DIAGRAM FOR BEAMS AND ONE W Y 1. START STIRRUP SPACING FROM FACE OF SUPPORT. 2. ADD 1#4 LONGITUDINAL WHERE CORNER OF STIRRUP S VACANT. REINFORCING LEGEND R1 - 4/12T x 8'-0" STAGGER ENDS 1'-0" R2 - 4/24T x 4'-0" R3 - 4/12T x 7'-0" R4 - 4/16T x 5'-0" R5 - 4/128 R6 - 3/12T x 4'-0" G w go 3 B-7 � B-7 � O B-7 � B-7 S-5 O 2 3 5 BEAM 9CHEDUL.47E BEAM NO. ELEV. TOP OF BEAM SIZE WXH (INCH) REINFORCING STIRRUPS REMARKS BOTT. TOP 'C' 'E' B-1 +12'-0" 16x20 4#9 2#8 1#8 10#30 "; REM. O 8 1/2" B-2 +12'-0" 16x20 3#7 2#8 1#7 #308 /2- B-3 +12'-0" 16x20 4#9 2#8 1#7 8#305 ; REM. O 8 1/2' #308 1/2" 0 CANT. B-4 +12'-O" 16x20 4#8 2#7 5#305 ; REM. O 8 1/2' B-5 +12'-0" 16x20 3#7 2#8 #308 /2" B-6 +12'-0" 16x20 4#8 2#7 1#7 #308 /2" 9-7 +11'-4' 12x20 2#6 2#6 2#308 ; REM. 0 16" TOP do BOTT. BARS CONT. B-8 NOT USED B-9 +11'-11" 12x26 2#6 2#5 2#308 ; REM. 0 16' ADD 2#5 CONT. O MID -DEPTH 0-10 +11'-11" 12x26 2#5 2#5 #3016 NRILLEXIST.OXYTIEBEAM BARS 9-11 +9'-8' 8x18 2#7 2#5 #306- B-12 +12'-0' 8x31 2#5 2#5 #3010 DRILL & EPDXY TOP 0 BOTT. BARS INTO EXIST. TIE -BEAM B-13 +12'-0' 8x12 2#6 2#5 #304" DRILL & EPDXY BOTT. BARS INT B-14 +23'-8- 8x16 2#5 2#5 #3024- TB-i +12'-0" 8x24 2#5 2#5 #3024" TB-2 +4'-4" 8xi6 2#5 2#5 TB-3 +12'-0" 806 2#5 2#5 #3024- RB-1 +20'-4" 1208 2#7 2#7 #308-: RB-2 +25'-4' 1202 2#6 2#6 6#304 ; REM. 0 B" RB-3 +23'-8' 8x20 215 2#5 #308" POCKET FOR JOISTS RTB-1 +23'-8' 8x20 2#5 2#5 #3024- POCKET FOR JOISTS RTB-2 +28'-8" 8x16 2#5 2#5 #3024" RTB-3 +28'-O" 8xi6 1 2#5 2#5 #3024" O/, we INDICATES COLUMN BELOW 0-- INDICATES COLUMN THRU INDICATES COLUMN ABOVE STEEL SYMBOLS 4 / 12 T T=TOP BAR SIZE B=BOTTOM C='C' BAR SPACING E='E' BAR PLACEMENT Cf ANLAND INCORPORATED CaneuRina Enaineen FLORIDA ENGINEERING BUSINESS 650 2011 S. 25TH Street, Suite 211 Fort Pierce, FL 34947 (772)466-3773 (772)468-3700 FAX TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. FILE No. 02FTF4M LLI Y a Z w ~ m (nLLJ d w Cn (/) N N U a g z I Z c0i p Ci W C3 EoCD I- z J N U 0_=h v Z= <i Lw U �' DID -I a moo p Ill (D>D. � w H o = U a o Q a :J Q W N DI z U U_ V W Of 0 Op O UWIL �p :Drn �U) oaf Z �O 629 p J Od 'n tJ / Q N li W o OL tL in z 0 in w cr w 0 O Z C JANI. '03 nEg wive ma THE M 10M M 3M M HMN NE THE PRPERR mF MIN a PRMMM MRIVEM PA Nim MPRWE@6. allumm m USE Imw M mu OR a PW a ePR7v FM - Han NDW w9m PEe®L COMM. NO: 030201VB DATE: APR. 03, 2003 BY: DAB CH'KD: JDM SHEET NO. s -3 OF - RB-2 RB-1 RTB-1 J r EXISTING fr N I 1/ m ROOF r% DODO 11 X DO 2 i % i I 2.5VS f OP OPEN (TYP.) r r 3 _1 r! RB-2 'RB73 r! -- _. RL1 - - - - _..- I ,W12-RTB-2 RB-1 W1 x1 W14 22 I N 'I I GIRDER GIRDER 1 X!! + 3 -5 1 B + - T11 le 5 1 B CANL N / 22' 1-" 1 ' V422' �a 6'-8" DO ul Y i RTB-2 EL.+28'-B" 21 B W10 22 B I W 4x26 Cl USE 3/4" DIA. EXP. TEL 24'_O" BOLTS IN PLACE OF T.O. EXIST. SLAB ANCHOR BOLTS. u _I u G. + 3'-5 1 +23' S 1/2 + 3'-5 1/ " CANT. r! iji;'r ftJ.f':'F' Frr fJ ! i r r/✓' ;,, r ;'rr, rlft/>r;: T TRUSS BR ME /B ,/i //7 8` ,�,• s , a ,n. `5 22 15 4y4 22 2 7 -8 I' itr ! t F,r f !: /,r / f i t ;r % !' ' r /! ,•,' r j f � I o / T x I d RL3• I' �,,'!,/!i r.:%'. %rJ. rt ;, .. .. R _ i 9 Y to m <o _ J It co j to M RL3 " I RTB- t/!i/;, +25' 4°' I I I nl I I I 5�14 4 1 �Ine n 1 1 n Cl ' RB-2 5 L5x4x1/I ® / ® o±j B- 4 l%t RB-1- (LLv) EE NO E _LL . )_ _ I I I I I I I a l o I a I of I I I I I I I 14 r; _ x Y Y Y Y Y RB-1 r 10 EOPEN\ I, 25 OPE , ! I 5 r 6 I I 6 r RL1 _.. . _.._.. RL1 i 11 _ X RTB 1 t OPEN RTB 1I 1 DODO I �!. DODO ��. DODO/.,, A DODO /, a m m m EL+23'-5 1 2" r/! 6 RB r 3 I /r EL+23'-5 1 2" JOIST BRG. r rr' RB-2 r S-6 r` JOIST BRG. RB-2 rt 1 ,fi RB-2 r/ rrr (D RB-1 rJr r/i RB-1 !! S-5 �r RB-1' rr J 1 ri r` RTB-2 % .% . \ �I �?lo w / / IN / m l / rJ it , r 1 ; r t � N1�01 01ROOF FRAMING PLAINN 1 v / � 1" DO N .:• ,ci.`v:` .� r_v..�.._,-.�_..... _._:..... m 1 C�71 Imo.. 1 i ,/t ' NORTH SCALE: 1 "=10'-0" 0' 1 / \ 11 1 m fr N m � r r 1.) ROOF SYSTEM SHALL CONSIST OF 1 /2" DEEP, TYPE "B", GALVANIZED, CORRUGATED % 1 01 �!r STEEL DECK, OVER STEEL JOISTS SP ED AS SHOWN ON PLANS. ATTACH TO STEEL - - - SUPPORTS WITH 5/8" DIA. PUDDLE LD IN A 36/4 PATTERN AND AT 12" C/C - - - RTB-2 EL.+28'-8" RT8_2 FOR SUPPORTS PARALLEL TO DECK UTES. FASTEN SIDELAPS WITH (1) RTB-2 TRUSS BRG. EL+28'-8" #10 TEK PER SPAN. TRUSS BRG. EL.+28'_8" 1 ) RL1 - L5x3x1/4" (LLV) CONT. WELD TO TOP OF JOISTS. RL2 - L5x3x1/4" (LLV) CONT. W/3 4" DIA. ANCHOR BOLTS ® 32" C/C. WIND PRESSURES S_6 RL3 - L2 1/2x2 1/2x1/4" TURN G DOWN AND COPE AT JOIST BEARING. WELD COMPONENT AND CLADDING TO TOP of JOISTS. ALL JOISTS SHALL BE DESIGNED FORTHE SUPERIMPOSED LOADS LISTED IN THE Component and C laddng Wind Pressures V&W UpIRt Press. for Joist Design Roof Zones Wd Zones OR Roof Zones Effective Area Et ® O ® ® Effective Area Q1 O 70 ft"2 -352 -59.1 -4t8 -34.9 -43.0 -6610 10 ff"2 -2423 -48.11 14.3 14.3 32.7 322 322 20 tt^2 -34.6 -53.1 -40.3 -33.6 -40.3 -64.6 20 ft"2 -23.63 -4214 12.8 128 3t8 W.9 30.9 60 ft"2 -33.7 -44.2 -37.2 -3t7 -36.3 -61.5 60 ff^2 -22.74 -33.18 12.1 121 30.3 29.0 29.0 `100 ft"2 -322 -38.2 -3a7 -30A -33.6 -60.0 '100 ft^2 -212A -2721 n3 11.3 29.7 27.4 -77.4 � 200 ft"2 -322 -38.2 -357 -29.0 -30A -60.0 200 ff"2 -2t24 -27.21 tt3 tt3 29.7 25.5 1 2&5 APPLY PER FIG 16062(C) FLORIDA ULDING CODE. EDGE ZONE VVIDTH o- IaO FEET ES BASED ON ENCLOSED BUILDING (GCppI ALL WNDOWS AND DOORS ,' TO f+) nd dates award pressures, PSF f-) Indicates outward prewea, PSF Linea nterpoiction between values of fWary orea a perm ble. O IT O o Q © O.H O STRUCTURAL NOTES PLUS ADDITIONA CONCENTRATED LOADS AS INDICATED. REFER TO ARCHITECTURAL DRAWINGS OR DIMENSIONS, ROOFING MATERIALS, ROOF SLOPES, DRAINS, ETC. 5.) FOR SIZE AND LOCATION OF ROOF 0 ENINGS, SEE MECHANICAL AND ARCHITECTURAL DRAWINGS. 6.) REFER TO STRUCTURAL NOTES FOR DITIONAL INFORMATION. 7.) HIGH ROOF FRAMING SHALL CONSIST OF PRE-ENGINEERED LIGHT GAGE METAL TRUSSES SPACED 2'-0" C/C MAXIMUM SPACI G. SHEATHING SHALL BE 15/32" PLYWOOD SHEATHING APA SPAN RATED 32/16. FASTEN S iEATHING TO TRUSSES WITH #10 TEK SCREWS • 6" C/C. SEE STRUCTURAL NOTES FOR PRE- 7NGINEERED LIGHT GAGE METAL.TRUSS REQUIREMENTS. - INDICATES PRE-ENGINEEREI LIGHT GAGE METAL TRUSSES AT 2'-0' C/C. .) SEE DRAWING S-2 FOR COLUMN CHEDULE. SEE SHEET S-3 FOR BEAM SCHEDULE. ) A - INDICATES L2x2x1/4" BOTT LANGE BRACE WELD TO END OF JOIST AND BOTT. FLANGE WIND LOAD DIAGRAM OF BEAM 0.) DESIGN JOISTS FOR POINT LOAD OF1 1375# D & L. CEXIST. BLDG.,) TYPICAL REINFORCEMENT AT ROOF OPENING 1. SEE PLANS FOR LOCATIONS REQUIRED. 2. COORDINATE SIZE OF OPENINGS WITH MECHANICAL REQUIREMENTS. - ❑ RB-2 RB-1 \ J r SUPPORTED LOAD OPEN , NDOM i I I / mm r / \ mm r r 5 r i -5 rrr RB-2 % RB-1 / J ! !r RTB-2 !! -- - / , DO / / ! 1 / RTB-2 ROOF JOIST a[ - SEE PLAN rr J L2x2x3/16 (WELD TO JOIST) = TO EXTEND FROM POINT OF LOAD TO PANEL POINT AT OPPOSITE CHORD OF JOIST JOIST REINFORCING DETAIL AT POINT LOADS NOTES: 1. PROVIDE REINFORCEMENT AT SUPPORTED OR HUNG LOADS > 300#. 2. DETAIL NOT READ. IF LOAD IS APPLIED DIRECTLY TO JOIST PANEL POINT. 3. COMPLY WITH JOIST IIIANUFACTURERS REQUIREMENTS. EMBED PLATE SCHEDULE BEAM LENGTH SPACING STUDS TIES BOLTS W12,W14 14 5 6 STUDS, 2 ROWS 4 3 PROVIDE 'd' ADDITIONAL COL. TIES AT CONN. OFF CONC. COL OR BEAM ,-_-c 3 SIDES ` WF BEAM, SEE PLAN e'x 1e2"x 'a' EMBED R L5x3xl/4 EA. SIDE, LENGTH OF L W/ 'c 3/4"Ox 5"LG. TO VARY PER BOLTS READ., USE HEADED STUDS (5 GA. BENT R EA. SIDE FOR SKEWED CONN. BETWEEN ROWS) PROVIDE HORIZ. SLOTS IN BM. FOR ADJUSTMENTS. PROVIDE 'e' 3/4"0 A325 BOLTS STEEL BEAM TO CONC. COL./BEAM CONN. DETAIL 0 - INDICATES COLUMN BELOW O- INDICATES COLUMN THRU -0- INDICATES COLUMN ABOVE STEEL SYMBOLS 4 / 12 T T=TOP BAR SIZE B=BOTTOM BAR SPACING C='C' BAR PLACEMENT E='E' FLORIDA ENGINEERING BUSINESS 650 2011 S. 25TH Street, Suite 211 Fort Pierce, FL 34947 (772)466-3773 (772)468-3700 FAX TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. FILE No. 02F1M3 _ • • • Iwo W) ,• • . , • • in • rr • • • r . . . .nIIIIIl11� �.d11111111�, �le.....•Id��1le•... milli • • • s Tr • LN !. el►T.IfC�A�. ... DATE:•" ." Byz DAB r SHEET • S-4 1 OF 011 T.O. SLAB o T.O. SLAB EL.+24'-O" T.O. EXIST EXISTING 7" CONC. ROOF SLAB L2jx2jxj DECK SUPPORT BETWEEN JOISTS W/(2) DIA. EXP. BOLTS (5" GAGE) W/44" MIN. EMBED 6"/7" CONC. SLAB — SEE PLAN FOR REINF. \/ SLOPE 3/4" / B-9 EXISTING JOIST DRILL & EPDXY DOWELS TO MATCH CMU REINF. EXISTING WALL #4 DOWELS EXISTING 0 12" C/C SLAB /-SEE ARCH / FOR PAVERS EXIST. CMU WALL ROOF DECK SEE PLAN STEEL BAR JOISTS SEE PLAN FOR SIZE AND SPACING NEW CONC. TOPPING SLAB OVER EXIST. LIGHTWEIGHT FILL SEE PLAN NOTES 3 SECTION_ S-5 SCALE: 3/8"=1'-O" 5 #401 BOTT. EL.+12'-0" EXIST. BAR JOISTS AND ROOFING SECTION S-5 SCALE: 1/2"=1'-O" 8" CMU WALL - SEE PLAN FOR REINF. 4 RL-1 T.O. BEAM CLIP L3x3x14 GAGE W/(2)j"0x1j" TAPCONS PLYWOOD ROOF %-SHEATHING. SEE / PLAN NOTES. 2#5 CONT. CLIP L3x3x14 GAGE W/(3)#10 TEK SCREWS TO TRUSS AND 0.178"0 P.A.F. .� 11 VTO CONT. ANGLE. DRILL & EPDXY --/ DOWELS TO MATCH CMU WALL REINF. 8x8 CONC. CAP W/1#5 CONT. 8" CMU W/ #4®32" C/C VERT. J. EL.+5'-11" T.O. LANDING 8x16 CONC. TIE -BEAM W/ 2#5 CONT. T P & BOTT. T fflEL.'-4' -R 0 -1 OL EL.+10'-8 1 2" T.O. EXIST. TIE -BEAM CUT BACK EXIST. ROOFING TO PLACE NEW CONC. POUR DOWN TO TOP OF EXIST. WALL. E T.O. LANDING SPECIALTY ENGINEERED LIGHT GAGE STEEL ROOF TRUSSES AT 2'-0" C/C SIMPSON META12 STRAP W/(4)#10 TEI SCREWS TO TRUSS (22 GAGE MIN.) 06 EL.+1 1'-4" T.O. BEAM 7 4 SECTION S-5 SCALE: 3/8"=1'-On .I� EL.+12'-0" T.O. SLAB 8" CMU WF SEE PLAN FOR REINF. EL.+O'-0" T.O. SLAB 8x8 (MIN.) CONC. CAP W/ 1#5 CONT. 8" CMU W/ 4032" C/C VERT. EL.+12'-0" SLAB �TB-2 f-8" CMU WALL J� EL.-1'-4" � SECTION_ S-5-5J -SCALE: 3/8"=1'-0" EXIST. CONC. 4" ROOF DECK TT F T.O. ROOF SLAB DRILL & EPDXY DOWELS TO MATCH CMU WALL REINF. I I I I I � NEW 8" CMU EXISTING WALL WALL TO BE REMOVED I I I I I I I � PLYWOOD ROOF SHEATHING. SEE PLAN NOTES. DRILL & EPDXY DOWEL SPECIALTY ENGINEERED REINF. MATCH CMU WALL LIGHT GAGE STEEL ROOF R SEE 1/S-5 FOR INFO. SIMPSON META12 EXIST. SLAB STRAP W/(4)#10 TEK SCREWS TO TRUSS (22 GAGE MIN.) EL.+11'-4" T.O. BEAM EXIST. WALL L 5 SECTION S-5 SCALE: 1/2"=1'-0" JENKINS A CHARLAND INCORPORATED } W z_a Ld Ln W a O N CN y ge ~ `t m N o Q Zd Z Li a g C)-0 1� o z �40 O tn -1 04 Ld Z = U Q W� >' 00 J a LsJ w0 mLLJ ALAI w > a.. J a t_JL Uj z U U U ~� a W OL O O IL OWL Wz I- �rn v Oaf' �cn JO Z j99 V J Q Ln i�i 1~L H U W m O D_ W of 0 0 rn w c z ® JAN. '03 mm Kyle Mp 'mE NFOUIMM alone HMM NE THE F.MPle1T W eeUO a voeeet, AMlV= PA eel RPRmmm o waffin W UK Teow a mm a a Fen a "'Me.T' PO_ N= mnmr Iwo FROMM CanwWnq Englneen COMM. NO: 0302OIV9 FLORIDA ENGINEERING BUSINESS 650 DATE: APR. 03, 2003 2011 S. 25TH Street, Suite 211 Fart Pierce, FL 34947 BY: DAB (772)466-3773 (772)468-3700 FAX CH'KD: MM TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. FILE No. 02FIP013 SHEET NO. OF - 1/2" PLYWOOD SHEATHING WZ#10 TEK SCREWS AT 6 C/C J"0 BOLTS AT 24" C/C 3j" ALL STUDS X"x3�"x14 GA. TUD BETWEEN ALL STUDS ARCH DWGS. 3 5/8"x20 GAGE JOIST SEE PLAN 8" CMU WALL SEE PLAN FOR REINF. L5x4xj" (LLV) BETWEEN JOISTS SEE PLAN 4 3/4" SLAB EL.+12 -0 T.O. SLAB 6" CONC, SEE PLAN REINF. 4 SECTION S-6 SCALE: 1/2"=1'-0" JOIST J SEE PLAN META12 2 T.O. BEAM fPRECAST CONC. LINTEL WALL BEYOND PLYWOOD ROOF SHEATHING. SEE PLAN NOTES. SPECIALTY ENGINEERED LIGHT GAGE STEEL ROOF TRUSSES AT 2'-O" C/C SEE NOTE 5403 SHT. S-1 FOR REQUIREMENTS SIMPSON META 2 STRAP W/(4) #10 TEK SCREWS TO T USS K< (22 GAGE MIN EL.+28'-8" "? ! T.O. BEAM RTB-2 #5®48" C/C VERT. \_RB-2 \\-RB-1 EL.+25'-4" T.O. BEAM EL.+20'-4" T.O. BEAM SEE ARCH FOR SILL /--CLIP L3x3x14 GAGE W/(2)A"0x1j" TAPCONS PLYWOOD ROOF SHEATHING. SEE PLAN NOTES. 12 SPECIALTY ENGINEERED �5.5 LIGHT GAGE STEEL ROOF TRUSSES AT 2'-0" C/C -CLIP L3x3x14 GAGE W/(3)#10 TEK SCREWS TO SIMPSON META12 TRUSS AND 0.178"0 P.A.F. STRAP W/(4)#10 TEK TO CONT. ANGLE. SCREWS TO TRUSS + (22 GAGE MIN.) EL� T.O: BEAM SECTION S-6 SCALE: 1/2"=,'-O" MU WALL PLAN FOR .,+12'-0" ). BEAM 3 OF EXIST. BEYOND �.....1„ `NT. W/j"0 ® 36" C/C -.+23'-8" D. BEAM 1 r5-,N SECTION S-6 SCALE: 1/2"=1'-0" 4 3/4" CONC.— SLAB — SEE PL FOR REINF. 12" 1 JOIST SEE ARCH FOR DECK ANGLE P.T. BLOCKING RL1 /ROOF DECK EL.+ B r1 T.O. BEAM " STIFFNER" RTB-1 PLATE ® CANT END II I I JOIST 8" CMU WALL I SEE PLAN SEE PLAN FOR I I REINF. I SEE PLAN Al FOR COLUMN jjV DRILL &EPDXY EL. DOWELS TO MATCH WALL REINF. T.O. EXIST. WALL EXIST. DBL. U—BLOCK EXIST. SEE STEEL I I BASECIE '& A BED. FOR DECK I I " NON —SHRINK EXIST. WALL MASONITE I I GROUT BOARD POUR I I /// 4 3/4" CONC. SLAB STOP I / SEE PLAN T.O. 2ND FL: 2 SECTION S-6 SCALE: 1/2"=1'-0" 8" CMU WALL SEE PLAN F0� CUT OUT EXIST. FILL REINF. OVER TIE BEAM DRILL & EPDXY NEW CONC. TOPPING DOWELS TO MATCH OVER EXIST. LIGHTWEIGHT WALL REINF. FILL _ .. T.O. 2ND FLOOR EXISTING CMU --- WALL AND TIE BEAM SECTION S-6 SCALE: 1/2"=1'-0" EXISTING 1OK1 JOISTS ® 2'-0" C/C W/ DECK & LIGHTWEIGHT FILL �-12" P.C.J. SEE PLAN FOR BEAM PLYWOOD ROOF SHEATHING. SEE PLAN NOTES, SEE ARCH FOR FINISH DECK ANGLE RL1 ROOF DECK JOIST -� SEE PLAN 8" CMU WALL - SEE PLAN FOR REINF. 4 3/4" SLAB JOIST J SEE PLAN SEE ARCH FOR P.T. BLOCKING RTB-1 PRECAST CONC. LINTEL EL.+23'-B" T.O. BEAM -WALL BEYOND -SEE ARCH FOR SILL -CLIP L3x3x14 GAGE W/(2)j"0x1j" TAPCONS PLYWOOD ROOF 12 SHEATHING. SEE — 15.5 PLAN NOTES. SPECIALTY ENGINEERED LIGHT GAGE STEEL ROOF TRUSSES AT 2'-0" C/C CLIP L3x3x14 GAGE SIMPSON META12 W/(3)#10 TEK SCREWS TO STRAP W/(4)#10 TEK SCREWS TO TRUSS TRUSS AND 0.178"0 P.A.F. (22 GAGE MIN.) TO CONT. ANGLE. J, EL.+11'-4" T.O. BEAM 1 (SECTION S-6 SCALE: 1/2"=1'70" SPECIALTY ENGINEERED LIGHT GAGE STEEL ROOF TRUSSES AT 2'-0" C/C SEE NOTE 5403 SHT. S-1 FOR REQUIREMENTS SIMPSON META12 STRAP W/(4)#10 TEK ` SCREWS TO TRUSS (22 GAGE MIN.) EL.+28'-8" T.O. BEAM RTB-2 #5®48" C/C DRILL & EPDXY INTO EXIST. ROOF SLAB 4" POUR DOWN 7 SECTION S-6 SCALE: 1/2"=1'-O" ROOF SLAB h EL.+25'-4" T.O. BEAM OL EL.+24'-0" T.O. EXIST. SEE ARCH FOR • FINISH I I EXISTING CMU I COLUMN • I I I I I 1 I am U I w I CHIP OFF E) CMU FLUTES AT RB-1 CONC. COLUMN BEYOND J� EL.+O'-O" T.O.SLAB NEW 8" CMU WALL W Y d o Z a W _ LD V1 1= O Q NOC N Q O m LrJ M 0 Z a 0 z C3 W aa° F- 0 Z (Ou :2 tom. U r n =I` LAJ J Q� Z ULU 07 J Q 4 M0C 0 InW3 W w>n a W N I_IL Uj z LU U U_ U zZ Q W DC Oo 0 0 OWL W Z 1) OU � u7 a 1� Z J O M V J Q H U W O w 0= O O_ L� Inz 0 rn W c (1)#7x DOWEL TOP IN LA z BOTT., LAP W/BEAM REINF. DRILL & EPDXY INTO EXIST, C JAX ,OS n� ehrrs CMU COLUMN. THE esamrmax ••ex ter AM THE FMPM W mn• a OMMMM e�M JENKINS & °'„� PLAN VIEW CHARLAND 1OMum m•"""'°'�" INCORPORATED hbr CenwWng Engineers NO: VB DETAIL A FLORIDA ENGINEERING BUSINESS 650 2011 S. 25TH Street, Suite 211 DATE: DATE: AP . 03. 2 APR. OS. Z003 SCALE: 3/4"=1'-0" S-6 Fort Pierce, FL 34947 BY: DAB (772)468-3773 (772)468-3700 FAX CH'KD: mm TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES, FILE No. 02FTP013 PLUMBING GENERAL NOTES —ST— EXISTING STORM PIPING BELOW GRADE 1. THE CONTRACTOR SHALL VISIT AND CAREFULLY EXAMINE THOSE — — PORTIONS OF THE BUILDING AND SITE AFFECTED BY THIS WORK —ST— — STORM PIPING BELOW GRADE BEFORE SUBMITTING PROPOSALS, SO AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION RW RAINWATER PIPING ABOVE GRADE OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS —COND— CONDENSATE PIPING EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE SAN EXISTING SOIL PIPE OR WASTE PIPE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. IT IS TO SAN SOIL PIPE OR WASTE PIPE BELOW GRADE BE UNDERSTOOD THAT UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON — — — — VENT PIPING THE DRAWINGS. COOPERATION WITH OTHER TRADES IN EQUIPMENT ROUTING AS DETERMINED DURING CONSTRUCTION AND AS DIRECTED - EXISTING COLD WATER PIPING BY THE ARCHITECT/ENGINEER MAY BE NECESSARY AND IT IS I - COLD WATER PIPING NTENDED THAT ;SUCH DEVIATIONS SHALL BE CONSIDERED AS PART L I I i i OF THIS CONTRACT. IT IS ALSO UNDERSTOOD THAT THE PLANS ARE EtECr. AND MECH IRANsfORh?ER - - — HOT WATER PIPING NOT COMPLETELY TO SCALE. THIS CONTRACTOR IS TO FIELD VERIFY EQUIPMENr Rohl DIMENSIONS OF ALL SITE UTILITIES, ETC., PRIOR TO BID AND INCLUDE --pd— BALL VALVE ANY DEVIATIONS IN THE CONTRACT, CO IF— CLEANOUT IN ACCESSIBLE CEILING 2. ALL DEVICES AND EQUIPMENT NOT SHOWN AND IN AREAS OUTSIDE OF REMODELING SHALL REMAIN ACTIVE UNLESS OTHERWISE NOTED. FCO FLOOR CLEANOUT INSTALL AS REQUIRED TO MAINTAIN CONTINUITY TO EXISTING DEVICES AND EQUIPMENT THAT REMAIN. P £LEY. WCO WALL CLEANOUT u 3. ALL PIPING SHALL BE CONCEALED, CONCEAL ALL PIPING ABOVE ElEQUIP. CO CLEANOUT CEILING OR IN NEW WALLS. ALL PIPING SHALL BE INSTALLED VTR VENT THROUGH ROOF PARALLEL OR PERPENDICULAR TO THE BUILDING WALLS/CEIUNGS, ETC. O PLAN NOTE IDENTIFIER 4. READ SPECIFICATIONS. V ❑x POINT OF CONNECTION TO EXISTING 5. ALL EXISTING PLUMBING APPURTENANCES ARE NOT SHOWN. IT IS THE I CONTRACTORS RESPONSIBILITY TO BECOME FAMILIAR WITH ALL MAtt R00M / sromot ap EXISTING CONDITIONS PRIOR TO BID. WORK TO BE PERFORMED DURING "NEW -STANDARD" p W- AN ARD WORKING HOURS NON -DISRUPTIVE TO OWNER I II NE ST D TENANT) IN STRICT COMPLIANCE WITH THE ESTABLISHED WORK PLAN NOTES: SCHEDULE BEING SET FORTH BY OWNER/TENANT. COORDINATE ALL iol WORK WITH GENERAL CONTRACTOR. THIS CONTRACTOR SHALL _ dNE 00CORRILV9 o FURNISH ADEQUATE FORCES, CONSTRUCTION PLANT, AND EQUIPMENT, CONNECT NEW i 1/2" DOMESTIC CW TO EXISTING (FIELD AND SHALL WORK SUCH HOURS, INCLUDING NIGHT SHIFTS, OVERTIME El EXACT LOCATION) OPERATIONS, SUNDAY, AND HOLIDAYS IN ACCORDANCE WITH THE OWNERS OPERATIONAL SCHEDULE. IF THE CONTRACTOR FALLS BEHIND L`_I CONNECT NEW 4" SANITARY TO EXISTING 4" SANITARY PROGRESS REQUIRED IN THE OPERATIONAL SCHEDULE, THE SYSTEM (FIELD VERIFY EXACT LOCATION, SIZE AND CONTRACTOR SHALL TAKE SUCH STEPS AS MAY BE NECESSARY TO INVERT) IMPROVE HIS PROGRESS, AND THE OWNER MAY REQUIRE HIM TO INCREASE THE NUMBER OF SHIFTS AND/OR OVERTIME OPERATIONS. j ® REMOVE EXISTING HOSE BIBB AND CAP PIPE WITHIN DAY OF WORK AND/OR THE AMOUNT OF CONSTRUCTION PLANT, AT I j IY6 mIlly WALL NO ADDITIONAL COST TO THE OWNER UNDER THIS CONTRACT. I I I I RES RC£s 44 y RAINWATER PIPE DOWN FROM ABOVE OF FSET WITHIN 6. ALL CONCRETE, WALL PATCHING, CEILING REPAIR, AND OTHER GENERAL j I I I I CEILING SPACE AS NEEDED, AND DROP TO BELOW WORK REQUIRED FOR INSTALLING PLUMBING SYSTEMS AND TO REPAIR I ( I TO "LIKE NEW CONDITION" TO BE PROVIDED AND INSTALLED BY I I I I I $ GRADE. PLUMBING CONTRACTOR. (COORDINATE WITH GENERAL CONTRACTOR). 7. THE PLUMBING CONTRACTOR SHALL COORDINATE WITH ALL TRADES THE I I ( r _ _ ❑ INSTALLATION OF ALL SYSTEMS AS REQUIRED TO MEET SPACE AVAILABLE. 8. PRIOR TO DISCONNECTION OR REMOVING FROM SERVICE ANY ITEMS, I i '- - -, I ( " W0 £ OffICE SUBMIT UTILITY OUTAGE NOTIFICATION 72 HOURS IN ADVANCE OF 0 I PROJECT MANAGER. OUTAGE TO R I ! BU1LAiNG 9. NO JOINTS ARE TO BE INSTALLED WITHIN THE DOMESTIC HOT WATER L _ , — — _ - _ `' _ _ T — _ ✓ANirOR MAtNr£NANCE 1 PIPING BELOW FLOOR. I I I I 75 10, MEET ALL CODE REQUIREMENTS OF LOCAL CODE AND WITH I I I I I I I I I ! I I F/btAC©Y£f SRfAK ROOM FLORIDA PLUMBING/BUILDING CODE 2001. i I I I I I I I I I r—-T----i,� i 1 La__L_— __.J L_� L _L__ !__J L__�_.L_ —� I ! SEE GED f O�RNCONTIT -3r _ _ — I— ® _ r _ _ _ _ _ — _ L� .CL I I ❑ _ EXIST. 4 SANITARY o I I T I I T ! Tr _ r �1 2 I I I I I I I I I I I I I i w_ _ �� �_` �� ■■ SAN-z L $ WC-1 WC-1 3 nE WOAK#Mr - i CfC DiRECroks fi`7NfERENCE ■ I �1/2" CW UP 4 ROUTE 6' STORM LINE Cff,CE Roos 2" SANITARY WITHIN CEILING BELOW GRADE TO EXISTING ■ ■ -- STORM BASIN (FIELD VERIFY — — — - EXACT LOCATION AND INVERT) 6 (9000) 4 6"Ai 4 (9000) ❑ ® ❑ 3 6000 , « xc£ / ILraaUrrAtGE ST - -COND COND— I 3• QrflcE _ rNoaPN aorrED 8/4{t1NG 6" _ I aA CONNECT 3" CONDENSATE INTO sUP*PIsOR (2,7000 NRLL TOP OF STORM LINE BELOW GRADE 4" POM ICE ova ¢fFiCE OffdC (sooa) � �1 wax .� a 3' BACKWATER VALVE LOCATED I # Nta E E00NXEEPtNG CONfERENC£ UffiCE I WITHIN CONCRETE VALVE BOX 4° { CUSrOlcf�k _ — W 9000 1 3/¢, 900 0 r lOsBY �\ (900 0) 4 0 ICE offlCE OffiC£ OfflC£ WRO� X oficxf CONfERENC£ offICE ! _1 VON Urlitries assrsrAnr G.�r �" (T,5eo0) a xrfrcE CoxrE�Exc� oftK� —_ E RK MATfAGfR >a I NEW i I 6 CONNECT TO EXISTING CONNECT TO EXISTING �' \ 3/4"HB_t STORM RISER FIELD VERIFY O STORM RISER, FIELD VERIFY / \ / \ / EXACT. LOCATION AND SIZE EXACT LOCATION AND SIZE / \ _� NEdP EXJSflNG I r'I I I fiD0lTGON $IitGDtN16 'I, i ! i 1 1 I 1 l I l=lPQT KZ In 1 A ki P1 WAMIKI a _ �nnici ii rini� cni�iniccoc I � W a � _Z LCI � a vlrno N N Q O wMM DO Z a 0 Zoe U O-rn LJ o a cLO(o Z a _ J N V a=� HJQ� Z V Q Li OD .. w J a 0OZ W O= Lr) W (D > IL ld 0 c? Q G7✓ �C � J Q ANRt N MM NA P.E. w 4 A OENTERE SPRI pGR,., SUITE 01 N �T 6192701 FFLOREEM NON PE 2� ? O g V O iit c eW., v � W F-- U w CC O it H W H G z © APRIG '03 THESE PIANS AND THE INFORMMTION SHOWN HEREIN PRE THE PROPERTY OF EDUIND t ORRENSMS, Ntg1fECI5. PA AND REPfroDUCMNONS, 0 OWRES OR USE THEREOF IN 'A11NE OR N PM 6 EXPRESSLY PRO- H@IED VA740A MITTEN PERNIS5I0N. COMM. NO: 031001PH DATE: 03 APRA 03 BY: & CH'KD: A✓ SHEET NO, 1 OF 3 zi— PLAN NOTES: �1 4" RAINWATER PIPE DOWN FROM @p_1 ROOF DRAIN ABOVE, OFFSET WITHIN CEILING SPACE AS NEEDED, AND DROP TO BELOW. (SEE SHEET P-1 FOR CONTINUATION) lWOO��XY � I ' Ati�'1< 6 i 0 p� (1 KfC AN V Ah7i AftU r vN f t ffU RaaM AN, V r ig I _ tCtSUkE SERdiCE3' �a f-r SYsrEMs fURNrrvRr II — fl f ' 1Cf Cf ffMf rill, I �— BUItDtNG SYY04S fURNITURf f Q PARTMENr C� Ca r ✓ANlTOR OFfIt affrCf Cf ftfC f V J :.� p- ' I ma PHONE Raaf i 'Raaf � MILE I� it VE F14r Trtf$ (4,90" -P T PERaff -- 1/2" CWUP WITH 2"I ���-s-��_-� SANITARY DOWN AND i 1/2" I O ftCE ANA PVr.Pes ..�Nr VEN AS SHOWN ram (•- - --� ....s ._,,) (,.._ T _. -•) 1- - --.) t -..._. T __„) 8 ! tS+!I'?!' wm -I I ( I 1 ) j r I t I- t? I S ALY (9000) 17£ (9000) 1 g��-77 AM Rrtra+uN t-Ea' ! � �.. I L ! a � I i f i 3 SANITARY DO AND ; r ._ _ - ( a r _ I 2" J P TO 2" VTR OVE 1 Rc ExnaRExs I i i .. I � Rlr1NlE PROPERP}" APPRAlS'£g B1 i I staErsex resg s rr xr ff� I f I I I I T I I rE r I _ rr xFLm�unr i ! __ - - - . _ _._ _..._- �.. _.�- _ ® _ _ (900 0) 1 i ; S. / 1 (900 0) I W ...• ._ i' ¢'f[GRRPNM lNidRMRPfAY 5YS!£MS' (800 0) 1 ! ,tsnsrxvr � eauownrr `''� aMEWrrrr a�rrsewPcrr NrPRn a �laRP a 4" w (7500 ) ' I (800 0 1 vn� rW dE pifFCE RAW WV°" nxcs� (800 0) I I (750 0) ( (800 0) ti / 4" DOWN TO BELOW (1,5500) ✓ \ 1@ NEW LE Amino �CO® k � - ND --------- --- SCALE: 1" = 10'-0" W J <i Y Z a w F— m F a co OT CV Q O W WMM ® a a o z Z o I U O-0) W o a �OIn J cn N U ILS� Q � J a` Z LLI rm >a W a,oz J C:�O u)w= W cfl > a. Ld 4; < z d THOMAS B. AITCHESON, P.E. 27 CENTERPOINTE aR., SUITE 1825 ALTAMONTE SPRINGS FL 32701 FL REG. NO.: P'E32168 J a li, 1n Ilu Q A � q o It ae J ry p Q ^Y 0. F- U W fl� O � LE. i YA Z O ti 19 F Z © APR/t '03 TWESE PUNS AND THE INEORWnON SHOWN HEREIN PRE THE PROPERTY Of EOWND @ OPIIENI Y, PRCHRECIS, PA M10 REPRODUCTONS, DExI.OSURM OR USE THERNF IN WINE OR IN PW IS E%PRMY PRO- HINREO WPM NRRIEN PERM1580N. COMM. NO: 031XIPN DATE: 03 ArBK 03 BY: A✓ CH'KD: #V SHEET NO. P-2 i OF 3 In 3" SANITARY DOWN TO BELOW GRADE- T 3"fjL-1 n 2" I / WC-1 / .00 l xi \� SANITARY RISER - 1 /2" we O " B lol� 1/2 1 � I 1/2" TRAP PRIMER LINE BELOW FLOOR (TYPICAL) I 3/4" HB-1 DOMESTIC WATER RISE SHOCK ARRESTOR TYPE A SHOCK ARRESTORS - ZURN SHOKTROL, SERIES TYPE B SHOCK ARRESTORS - ZURN SHOKTROL, SERIES S-1 EXISTING 3" VENT 4J \ EXISTING 4" SANITARY gti\BELOW FLOOR Y zm SIZE #100 SIZE #200 SCALE: NTS 2" VENT ROUTED AND TIED TO EXISTING VENT. FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING 3" CONDENSATE BELOW GRADE DOWN FROM HUB DRAIN MECHANICAL ROOM \S SHOWN -AA -ND DROP TO 4" SANITARY BELOW GRADE AND 1 1/2" DOMESTIC WATER ABOVE CEILING, REFER TO SHEET P-1 FOR CONTINUATION. \-2" SANITARY ABOVE CEILING, REFER TO SHEET P-1 FOR CONTINUATION. 3" SANITARY DOI FROM FLOOR DRAIN LOCATED WITHIN MECHANICAL ROOM ABOVE, OFFSET AS SHOWN AND DROP TO BELOW GRADE ENLARGED PLAN - PLUMBI SCALE: 1/4" = 1 PLUMBING FIXTURE SCHEDULE MARK WC-1 L-1 S-1 FD-1 FD-2 HD-1 RD-1 HB-i DESCRIPTION WATER CLOSET FLOOR MOUNTED (1) (3) LAVATORY WALL HUNG (3) SINK (3) FLOOR DRAIN (4) FLOOR DRAIN HUB DRAIN ROOF DRAIN HOSE BIBB (5) MANUFACTURER AMER. STD. AMER. STD. JUST ZURN Z_415-6 ZURN ZURN ZURN WOODFORD MODELNO. 3043.102 0355.012 -AADA-1-GR 7 - Z-415-613 Z-326 Z-100-C 60 SERIES CARRIER - (2) - - - - - - MANUFACTURER - - - - - - - - MODEL NO. - - - - - - - - FLUSH VALVE - - - - - - - - MANUFACTURER ZURN - - - - - - - MODEL NO. Z-6000XL-WSl - - - - - - - SUPPLY FITTING - (2) - - - - - - MANUFACTURER - - - - - - - - MODEL NO. - - - - - - - - QUANTITY - 2 - - - - - - FAUCET - - - - - - - - MANUFACTURER - CHICAGO CHICAGO - - - - - MODEL NO. - 857-665PSHCP 2300-8CP - - - - - - DRAIN - (2) - - - - - MANUFACTURER -- MODEL NO. -- TRAP - (2) - - - - - - MANUFACTURER - - - - - - - - MODEL NO. - - - - - - - - SPECIAL ITEMS 1 WITH ELONGATED OPEN FRONT SEAT BY OLSONITE LESS COVER. 2 PROVIDED BY PLUMBING CONTRACTOR. 3 MOUNTING HEIGHT PER LOCAL, STATE HANDICAP CODES. 4 PROVIDE WITH TRAP PRIMER FROM LAVATORY 5 LOOSE KEY HOSE BIBB (PROVIDE 2 KEYS PER HOSE BIBB) I CONSUL TING ENGINEERS ORLANDO R FT. PIERCE P W. PALM BEACH 427 CENTERPONTE CIRCLE, 01E I= ALTAMONTE SP WITH FLORR/A N701 (407) 332-5110 FAX (407) 332-7704 24M HAWRTOIN7 ORIVE, STATE O FL Pmer. FL 34546 (407) W-1*5 FAX (407) 4WI164 2665 FOREST HLLS NLVD„ SOFR: 22% NEST PAW REACH, FLORIDA 33106 (407) 963-NW FAX (407) 434-7745 COMFICAM OF NU7110k7ATION Pni ASSOCIATE! INC, } W Z_ ELmw m N W Ho =) cD V) Cy) N N m N Q o o ~ Q 4 ZD I Z V O-rn Z a CL0L() J V N = IL la! 17� U Z= LAJ U >-m.. Lu �OZ J a to LLLI 20 w Lo > 0- LAJ z q q o O > ^ Q V W a F- U LEI O cr O CL La.. V) z 0 ac ac Ld c 0 Z © APRIL '03 THESE PUNS AND THE INFORMATION SHOWN HEREIN APE THE PROPERTY OF EOUND k DRDEN . ARCMIEOTS PA AND REPROOUCTMNR, OSCLOSURES OR USE THEREOF IN WHOLE OR N PM IS ECPRFSSLY PRO- HWED WITHOUT WRRTEN PE1iN1551CN. COMM. NO: 031001YB DATE: 03 APRIC 03 BY: m CH'KD: V SHEET NO, P-3 OF 3 r' T2 ABBREVIATIONS ABBREVIATIONS - (CONT) H.V.A.C. LEGEND GENERAL NOTES: } SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION W J a � AFF ABOVE FINISHED FLOOR M METER 1z/lo DUCT SIZE, WIDTH/DEPTH 1. COORDINATE LOCATION OF ALL CEILING MOUNTED AIR DISTRIBUTION Z a W AFMS AIR FLOW MEASURING STATION MAX MAXIMUM DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLAN AND WORK OF I AHU AIR HANDLING UNIT MBH BTU PER HOUR, THOUSANDS ALL OTHER TRADES. m 5(0 Al ANALOG INPUT (VARIABLE) MCA MINIMUM CIRCUIT AMPACITY nnnHf FLEXIBLE DUCT 2. READ SPECIFICATIONS. Q 1n rn M ALT ALTERNATE MCC MOTOR CONTROL CENTER Q O M AO ANALOG OUTPUT (VARIABLE) MD MOTORIZED DAMPER MANUAL SPUTTER DAMPER 3. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS m N o ~ Q -t APPROX APPROXIMATE MECH MECHANICAL RECOMMENDATIONS. VERIFY ALL REQUIREMENTS WITH EQUIPMENT Z a o Z m 1 ARCH ARCHITECT MEZZ MEZZANINE SUPPLIED. W a-� AVG AVERAGE MFG MANUFACTURER MHP MOTOR HORSEPOWER SUPPLY DUCT (TURNED UP) 4. ALL EXTERIOR MECHANICAL EQUIPMENT AND THEIR FRAMES, f. z a _j `n Q a J E APPURTENANCES, COMPONENTS, SUPPORTS AND ANCHORING DEVICES N BFF BELOW FINISHED FLOOR MIN MINIMUM x, SUPPLY DUCT (TURNED DOWN) SHALL BE ANCHORED TO RESIST THE FORCES DUE TO WIND PRESSURE 0 d = r BFG BELOW FINISHED GRADE MISC MISCELLANEOUS AS NOTED IN FLORIDA BUILDING CODE. Q� BFP BACKFLOW PREVENTER MOP MAXIMUM OVERCURRENT PROTECTION RETURN DUCT (TURNED UP) Q H J Q Li BHP BREAK HORSEPOWER MTD MOUNTED 5. ALL LOW PRESSURE SUPPLY, RETURN AND EXHUAST DUCTWORK ARE Z >- m w el BINARY INPUT (ON -OFF) MVD MANUAL VOLUME DAMPER 1 RETURN DUCT (TURNED DOWN) DESIGNED FROM A MINIMUM OF 0.05" TO A MAXIMUM OF 0.1 OF PER O J _ O z FRICTION 100 FT. OF DUCT. O BLDG BUILDING EMS BUILDING MANAGEMENT SYSTEM NA NOT APPLICABLE S I VD MANUAL VOLUME DAMPER 6. ALL FIRE RATED DAMPERS SHALL BE PROVIDED WITH 2857 FUSIBLE 0 Ln w (U co > a. BO BINARY OUTPUT (ON -OFF) NC NOISE CRITERIA --i LINKS OR AS REQUIRED BY THE LOCAL BUILDING DEPARTMENT. BOD BOTTOM OF DUCT NC NORMALLY CLOSED MOTORIZED VOLUME DAMPER BOP BOTTOM OF PIPE NEC NATIONAL ELECTRIC CODE (PNEUMATIC OPERATED) 7. FLEXIBLE DUCT CONNECTORS AND RIGID DUCT RUNOUTS SERVING SINGLE BTU BRITISH THERMAL UNIT NIC NOT IN CONTRACT ❑ AD ACCESS DOOR DIFFUSER SHALL BE THE SAME SIZE AS DIFFUSER NECK. I } BTUH BR[T[SH THERMAL UNIT PER HOUR NO NUMBER 8. FLEXIBLE DUCT CONNECTORS FOR VAV BOXES AND FAN TERMINAL UNIT Ld r �` �, o NO NORMALLY OPEN {'� INCLINED RISE (R) OR DROP (D), ARROW IN SHALL BE THE SAME SIZE AS UNIT INLET. VERIFY ACTUAL DIMENSIONS ` I CL CENTERLINE NPCW NON POTABLE COLD WATER R f " DIRECTION OF FLOW WITH EQUIPMENT SUPPLIED. CFM CUBIC FEET PER MINUTE NTS NOT TO SCALE TRANSITION 9. ALL EQUIPMENT HOUSINGS AND COMPONENTS INSTALLED OUTDOORS OR « it < I I y CKT CIRCUIT WITHIN UNCONDITIONED VENTILATED SPACES THAT ARE EXPOSED TO THE I CO CLEANOUT OA OUTSIDE AIR TURNING VANES ELEMENTS SHALL BE SUITABLE FOR SEACOAST APPLICATION. ANY CONC CONCENTRIC OAI OUTSIDE AIR INTAKE APPLIED CORROSION RESISTANT MATERIALS SHALL BE FACTORY APPLIED. CONT CONTINUATION OD DIAMETER, OUTSIDE 10. THE CONTRACTOR SHALL VISIT AND CAREFULLY EXAMINE THOSE CU FT CUBIC FEET ODP OPEN DRIP PROOF FLEXIBLE CONNECTION PORTIONS Of THE BUILDING AND SITE AFFECTED BY THIS WORK BEFORE CU IN CUBIC [NCH OZ OUNCE Fp SUBMITTING PROPOSAL SO AS TO BECOME FAMILIAR WITH EXISTING WORK. CU CONDENSING UNIT FIRE DAMPER SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE. THAT CW COLD WATER PH PHASE F SD SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, PSI POUNDS PER SQUARE INCH FIRE AND SMOKE DAMPER EQUIPMENT OR MATERIALS REQUIRED BECAUSE BY DIFFICULTIES DB DRY BULB TEMPERATURE PSID POUNDS PER SQUARE INCH DIFFERENTIAL ENCOUNTERED WILL NOT BE RECOGNIZED. IT IS TO BE UNDERSTOOD Q Awe 1A2EwIwA P.E L4J KA II ODC DIRECT DIGITAL CONTROL PVC POLYVINYL CHLORIDE EXISTING DUCTWORK, AND/OR THAT UNFORF_SEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIEU) LOCATED EXACTLY AS SHOWN ON THE DRAWINGS. I 427 CENA R SUITE 1325 (n ALTAMONTE SPRINCS, FL 32701 FL REG. NO.: PE42619 DEG DEGREE EQUIPMENT M BE REMOVED. COOPERATION WITH OTHER TRADES IN EQUIPMENT ROUTING AS DIA DIAMETER RA RETURN AIR DETERMINED DURING CONSTRUCTION AND AS DIRECTED BY THE DIM DIMENSION RD ROOF DRAIN POINT OF CONNECTION ARCHITECT/ENGINEER MAY BE NECESSARY AND IT IS INTENDED THAT DIP DUCTILE IRON PIPE REF REFERENCE (NEW TO EXISTING) SUCH DEVIATIONS SHALL BE CONSIDERED AS PART OF THIS CONTRACT. DIN DOWN RET RETURN IT IS ALSO UNDERSTOOD THAT THE PLANS ARE NOT COMPLETELY TO A SCALE. THIS CONTRACTOR IS TO FIELD VERIFY DIMENSIONS OF ALL DP DIFFERENTIAL PRESSURE RH RELATIVE HUMIDITY X� SUPPLY DIFFUSER, SEE GRILLE REGISTER AND ® DIFFUSER SCHEDULE FOR DESCRIPTION EXISTING CONDITIONS, PRIOR TO BID AND INCLUDE ANY DEVIATIONS IN DWG DRAWING RHC REHEAT COIL THE CONTRACT. RM ROOM THROW DIRECTION INDICATED ON PLANS EAT ENTERING AIR TEMPERATURE RPM REVOLUTIONS PER MINUTE 11. ALL DEVICES AND EQUIPMENT NOT SHOWN AND IN AREAS OUTSIDE OF ECCENTRIC r-'I RETURN REGISTER, SEE GRILLE REGISTER AND I / REMODELING SHALL REMAIN ACTIVE UNLESS OTHERWISE NOTED. INSTALL ECC M_J DIFFUSER SCHEDULE FOR DESCRIPTION AS REQUIRED TO MAINTAIN CONTINUITY TO EXISTING DEVICES AND ECO EXTERIOR CLEANOUT SA SUPPLY AIR r-� EXHAUST DIFFUSER, SEE GRILLE REGISTER AND EQUIPMENT THAT REMAIN. EDH ELECTRIC DUCT HEATER SAN SANITARY ® DIFFUSER SCHEDULE FOR DESCRIPTION EFF EFFICIENCY SO SMOKE DAMPER 'y� THERMOSTAT 12. ALL PIPING AND DUCTS SHALL BE CONCEALED ABOVE CEILINGS WHERE APPLICABLE. ALL PIPING SHALL BE INSTALLED PARALLEL AND ELEV ELEVATION SP STATIC PRESSURE U ►` EMS ENERGY MANAGEMENT SYSTEM SPEC SPECIFICATION PERPENDICULAR TO THE BUILDING WALLS. V HUMIDISTAT lye ENT ENTERING SO FT SQUARE FEET 13. ALL EQUIPMENT AND MATERIAL REMOVED AND NOT REUSED SHALL BE C3 EQUIP EQUIPMENT SR SHORT RADIUS SD DUCT MOUNTED SMOKE DETECTOR TURNED OVER TO THE OWNER OR AT THE OWNERS REQUEST DISPOSED EUH ELECTRIC UNIT HEATER SS STAINLESS STEEL OF BY THE CONTRACTOR. EWC ELECTRIC WATER COOLER STD STANDARD SA SOUND ATTENUATOR ` EWH ELECTRIC WATER HEATER STM STEAM 14, ALL GRILLES, VAV BOXES, HVAC EQUIPMENT, ETC. THAT ARE REMOVED EWT ENTERING WATER TEMPERATURE SWP SAFE WORKING PRESSURE U1 DOOR UNDERCUT SHALL BE REMOVED AS DIRECTED BY THE OWNER, AND CEILING OR WALL SHALL BE PATCHED TO MATCH EXISTING OR NEW FINISH. ALL PATCHES EXH EXHAUST EXP EXPANSION SO SMOKE DETECTOR — CD — CONDENSATE DRAIN LINE OR CEILING PLATES SHALL BE PATCHED OR PAINTED AS DIRECTED BY ARCHITECT. c� g tC v` q T TEMPERATURE —CHWS— CHILLED WATER SUPPLY j q o F FAHRENHEIT T THERMOSTAT —CHWR— CHILLED WATER RETURN 15, ALL EXISTING HVAC EQUIPMENT IS NOT SHOWN. IT IS THE CONTRACTORS ,y F/SD FIRE/SMOKE DAMPER T & P TEMPERATURE AND PRESSURE RESPONSIBILITY TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS THE REMOVAL a — CWS — CONDENSER WATER SUPPLY PRIOR TO BID, AND INCLUDE IN HIS BID OF ALL � FA FIRE ALARM TA THROW -AWAY EQUIPMENT, PIPING AND DUCT WORK, ETC. THAT IS NOT BEING REUSED LU q = w cam, FCO FLOOR CLEANOUT TEFC TOTALLY ENCLOSED FAN COOLED — CWR — CONDENSER WATER RETURN BACK TO ITS SOURCE. q S Q M FCU FAN COIL UNIT TEMP TEMPERATURE g w FD FLOOR DRAIN TOIL THREAD-0-LET 16. ALL CONCRETE, WALL PATCHING, CEILING REPAIR, AND OTHER GENERAL FD FIRE DAMPER TYP TYPICAL WORK REQUIRED FOR INSTALLING HVAC SYSTEMS AND TO REPAIR TO V > "LIKE NEW CONDITION" TO BE PROVIDED AND INSTALLED BY MECHANICAL q $ v FDC FLEXIBLE DUCT CONNECTION CONTRACTOR. (COORDINATE WITH GENERAL CONTRACTOR). q FLEX FLEXIBLE UC UNDERCUT FLR FLOOR UG UNDERGROUND 17 PROVIDE AND INSTALL ANY ADDITIONAL HANGERS/SUPPORTS REQUIRED U FO FLAT OVAL UH UNIT HEATER TO ACCOMMODATE ANY EQUIPMENT OR DUCTWORK RELOCATION. W FPM FEET PER MINUTE UNO UNLESS NOTED OTHERWISE FS FLOOR SINK UR URINAL 18. ALL FIRE RATED PARTITIONS PENETRATIONS SHALL BE PROTECTED WITH 0 0 APPROPRIATE FIRE DAMPER OR FIRE STOPPING SYSTEM. FIELD VERIFY 0-0 FT FEET EXISTING WAIL RA1lTNGS. V VENT GA GAUGE VAV VARIABLE AIR VOLUME GAL GALLONS VEL VELOCITY GALV GALVANIZED VFD VARIABLE FREQUENCY DRIVE GC GENERAL CONTRACTOR VOL VOLUME GPM GALLONS PER MINUTE VTR VENT THROUGH ROOF GWH GAS WATER HEATER W/0 WITHOUT H HUMIDITY W/ WITH HB HOSE BIBB WB WET BULB TEMPERATURE HD HEAD WC WATER CLOSET HDG HOT DIP GALVANIZED WCO WALL CLEANOUT HL HIGH LIMIT WH WALL HYDRANT HP HORSEPOWER WOL WELD-O-LET HR HOUR WT WEIGHT HT HEIGHT z HW HOT WATER HWRP HOT WATER RECIRCULATING PUMP V/ HX HEAT EXCHANGER z HZ HERTZ ID DIAMETER, INSIDE 0 IN INCH INSUL INSULATION 0 z INV INVERT ELEVATION IW INDIRECT WASTE THESE Paws © APRIIONA THE THE INTONATION SHCWN HEREIN ARE THE N S KVA KILOVOLT AMPERE PAO AND Of ENUND 6 pDIKLO U M 11 UK PAW P OR INS,O6CLOEUREsoR KW KILOWATT - TxmEaF IN rrtw� OR N P.xH x txFAEssx Pxo- IMME H4wED Mmwr AmnEN EEMYRSNx. KWH KILOWATT PER HOUR COMM. NO: 031001PN LAT LEAVING AIR TEMPERATURE DATE: 03 APR1l 03 LAV LAVATORY BY. noLF LINEAR FEET CH'KD: OPLL LOW LIMIT SHEET NO. LR LONG RADIUS CONSULTING ENGINEERS LVG LEAVING T. W. PALM BEACH PIERCE " ORLANDO " F LWT LEAVING WATER TEMPERATURE ERPgNTE MOLE, WE 1M ALTAMONTE SPOM FLORDA 32701 (407) 332-5110 FAX (407) 332-7704 _ 2= NAp MWAN ORIVE, WE C FT. PIERCE, FL 34M (407) 4WI165 FAX (407) 4WI164 2%9 FTNEST NLLS BLVD., SUITE 225. NEST PALM BEAM RMA 33406 (407) 961-980D FAX (407) 434-7745 ASSOCIATE'S OF % CERIIRCATE OF WMZA110N #5261 INC. up - Ij L-- \ i L --� — 10"0-4W )4:= 200CFM 7 8"0-4W 150CFM Ile ET Jljli� 4 I $ 0-4W 150CFM <, 8"O-4W .\ . Ye r 14/12 8"0-4� 175CFK x 75CFM 100CF IVIC < ER DICE # 2 Mll h � 70 670-2W 175CFFf 75CFM w ;\ t AV -3 - 12/10 GL`fiRK on /��llth..f � v i 14/12 3 10/8 U 24/12 4"0-1W ° 30CFM "AWN 12/10 -__-__ __�«___ _� I 1 ... GROUND FLOOR HY.A.C. PLANonk SCALE: 1/4" = 1'--0" WffiCF #3 OfftCE All #5 N m 00 FD N 5 0-1 W 40CFM FD 40CFM 8" 0-2W IOOCFM 10"0-4W 325CFM i I� x _ II HN.A.C. KEYNOTES: Q 3" CWS&R UP TO SERVE MECHANICAL ROOM 2ND FLOOR. REFER TO H-2 AND H-4 FOR CONTINUATION OF CWS&R. 2" CWS&R FOR FUTURE USE. ❑3 CONTRACTOR SHALL ROUTE CONDENSATE DRAIN TO FLOOR HUB DRAIN. REFER TO PLUMBING SHEETS FOR LOCATION OF HUB DRAIN. ADDITION -6 BUILDING CONSULTING ENGINEERS ORLANDO « FT. PIERCE • W. PALM BEACH 427 CENTEAPOINIE C6TU SUTE IM ALTMNONTE SPRINGS, FLORIDA 327M (407) 332-5110 FAX (407) 332-7704 1W0 NAPBORTONN DRIVE, SATE C FL PERCE, FL 3W46 (407) 486-145 FAX (407) 466-1154 2665 FOREST HILLS BLVD., SUITE 2M VEST PAW EACH, FLORIDA 33406 (407) 963-M FAX: (407) 434­7745 CERTIFICATE OF AUTHORIZATION /B261 J Y Q � a: L, .1 _z m N Ho W a Z:) w v) 0) Q O tn a o 0 F-Q,t zo I z u p E a) to �^ z a O In In U CL m Lai ® z F- _j Q Q LLI V m .. �0Z JW < Ix w o>IL J IM W 427 CEIIIERPCIN EE Olt 4UU11E 162E N ALTAMMONTE NON PE 24 3 701 FL ZIP- Q v V 0 4� ti cO v cl< N t� jaa Q U y aW U LLJ O © APRIL '03 THESE PLANS AND THE INFORMARON SHOWN HEREIN ORE THE PROPERTY OF EDUIND A DMEIISIS, AROYRECTS. PA AND RFPRODUCIM DISCLOSURES OR USE THEREOF IN 104DE OR N PW 6 ERPIMY PNO- HEATED NRIHAIf WRRTEN PERMISSION. 5� PI ANNR #2 9!0_4W 150CFM 2 0-4W 450CFM Pi ANNING ,MANOR MIS AND SA AGE i 7 � 175CFM E D"r I VAV2-2 f I 10/10 E I j, 1,A4 E -e 175CFM i 175CF E f I f E commu '�EU�ca��ENr E i i E 8"0-4Vd 175CFM 175CI 8 0-4W 0 8"0-4W 175CFM 175CFM i1S1:IG �WIIIIIIIIIIM ist. ' 10 8z� ,' _ Aennvs 0 AHU-2 FCH £c £crRlcAc _ ALt N 8 0-4W 175CFM 8"0-4W 175TM E -- +- T _ E 412 18/16 1 r-- h� E - f E » E N E 175C 7ME E E E o I E i 5'£cR£r4RY E #7 � l E 8"0-4W E 175CFM E O-AW 200CFM I , WEST a I SECD"OND FLOOR "PLAN ISF Akio 5 g —__ SCALE: 1/4" = 1'- 14/12 £CONOpm Nr NEW 4DDITICN HY A"GA EYNOTES. 3" CWS&R DOWN TO ERVE MECHANICAL ROOMS ON 1ST AND 2ND FLOORS. REFER TO H-2 FOR CONTINUATION OF CWS&R. ❑2 SUPPLY FAN FOR AHU-1 AND AHU-2 OUTSIDE AIR REQUIREMENTS. SF-1 SHALL BE INTERLOCKED WITH AHU-1 AND AHU-2. REFER TO H-7 FOR SIZING. ICONTRACTOR SHALL TE CONDENSATE DRAIN TO FLOOR HUB DRAIN. REFER TO PLUMBING SHEETS FOR LOCATION OF HUB DRAIN. 2" CWS&R SERVING AHU-2. PROVIDE WITH SHUT OFF El VALVE TO ISOLATE UNIT. cc 1111y"im, 0 IN S'£cR£rARY #,E2 IVY TI c BUII DING CONSULTING ENGINEERS ORLANDO " FT. PIERCE ^ W. PALM BEACH 427 1'ENTMMNR: CMOIF, SUITE 1625, XWON7E SPROM FLORDA 32701 (407) 332-5110 FAX (407) 332-7704 hrL 2030 HARINTOMM NNE, SUITE C FT. PIERCE, FL 346M6 (407) 456-1165 FAX (407) 466-1164 266n FORESF Has 6La, SURE 225. MEST PAEN 6EACH, nmA 334% (407) 663-6600 FAX (407) 434-7745 ASSOCIA CERTIFICATE OF AUTHORIZATION #8261 L } Ld Y a o Z w mF �� CO V V � wMM Q O o F— Q Z a zo I W U /.0 CL a O Ln Q, a a t' ^ J N U [L_r� LLI Z am ro J 4 cz 0 in La W >� }'^ $ u, <( 0 T_ Q AM6i KAZEMINI/y P.E w 427 CENTERPMAE C01$R,., SUITE 1525 ALT FL OS NON ER PE420102701 ti � Q q o 4z � M Q � � k i �) V 4i C) w o IX o o u_ N Z O N C F C z © 11PR11 03 THESE PLANS AND THE INFORMARON SHOWN HEREIN ME THE PROPERtt OF MOUND R DPoRtBeS, ARCMT M PA AND RO'MDWDDK DSCLOSURES OR USE TNDiEOF IM AHDIE OR M PAW 6 IXPRESSLY m- NIRIED A111KIUf WRIIID! POR WO4. COMM. NO: 03f007P8 DATE: 03 11PR7G 03 BY: do CH'KD: &V SHEET Jn/ NO. 1 — / OF 7 i REFRIGERANT PIPING AND CONTROL WIRING. SECURE TO ALUM. CHANNEL W/ STAINLESS STEEL PIPE CLAMP 1 ---_ 1 �, ALUM. CHANNEL WELD ALUMINUM TO POSTS SEAL ALL CHANNEL FRAME OPENINGS o"."ooDo 3" ALUM. POSTS W/ NEOPRENE ISOLATION MOUNT TAMCO DET. AWP-26� LOCATED 0 EA. CORNER LIGHTWEIGHT INSULATING 0 EACH COND. UNIT-3/4"X8" SO.NEOPRENE PAD -IF ROOF DECK SYSTEM 1/4" STAINLESS STEEL AVIATION CABLE. ROUTE CONT. THRU EA. UNIT & AROUND BOTH BEAMS W/ S.S. COUPLERS CONDENSING UNIT 4" P.T. CONC. ROOF SLAB y NTS 8 10 14/10 #2 #,3 Not DIA 7- xp.0 C fEREN 2"0 800 8"0 EXISTING VAV EXISTING VAN p "W 175CFM I I El 8"0-4W 175CFM � III 4 ® 14/10 12/10 _ 8"0-3W 175CFM , , I T TT O 100CFM - CFM �psA++_ f: �- ETL Vt7. 12/12 I 14/12 RSS'Js1>�Nr CQMMUNtr� I 10"0-4W 10"0'-0 DI-fCT� GIS 250CFM l}f- 250CFM # T I 1000-4WI 250CFM 1 I I T lid r.. 8 0-4W 175CFM iVAV3-1 I i 10"0-4W 250CFM / I 1 t\ I 1 i I i i I I I I { 10"0 v - _ a I L- - — —ii i IT - I E Cl VAV3-2 R 10"0-4W I 250CFM I I 5 76 ❑1 EXISTING VAN TOIIREMAIN. NEW VAV. REFS TO -7 FOR SIZING. EXISTING SUPPLY DUCTWORK TO BE EXTENDED AS SHOWN. RUSE A555 MUCH EXISTING DUCTWORK AS POSSIBLE RELOCATE EXISTING SUPPLY AIR DIFFUSERS AND FLEX DUCT. CONTRACTOR SMALL REBALLANCE TO INDICATED NEW AIR FLOWS. I CON ACTOR SHALL REFURBISH TO LIKE NEW CONDITION OF REPLACE WITH NEW AS REQUIRED. CONTRACTOR SHALL ROUTE REFRIGERANT PIPING UP TO ROOF MOUNTED CONDENSING UNIT. CONTRACTOR SHALL LOCATE CONDENSING UNIT ON ROOF IN A LOCATION THAT IS APPROVED BY STRUCTURAL © CONTRACTOR SHALL ROUTE 1-1/Y CONDENSATE DRAIN TO NEAREST SANITARY LOCATION AND TIE IN. GENERAL NOTES: 1. ALL REFRIGERANT LINE ROOF PENETRATIONS SHALL BE SEALED AIR TIGHT. 2. ALL REFRIGERANT LINES SHALL BE ROUTED IN A NEAT AND ORDERLY MANNER AND IN PARALLEL WITH BUILDING ONES. PROVIDE PIPING SUPPORTS AS REQUIRED. 3. PROVIDE EQUIPMENT SUPPORT RACKS AS INDICATED. REFER TO STRUCTURAL DRAWINGS FOR SUPPORT DETAILS AND INFORMATION. ALL CONDENSING UNITS SHALL BE ISOLATED ON SPRING TYPE ISOLATORS. 4. EACH CONDENSING UNIT SHALL BE PROVIDED WITH AN ENGRAVED NAME PLATE CLEARLY INDICATING UNIT IN WHICH IT SERVES. M U � I 11 4 ti REFER TO DETAIL ON THIS PAGE �I SCALE: 1/4" = V-0" 1 H�� 3 a"!-1w F-- —._ _ _ - �---_--_-- 175CFM I I I ! I ::jar 0"0-4w 1 1 8"0-4W 250CFM II 150CFM II n i 5 6 16/16 10"0-4W 250CFM / 12/12 cIs IKANAGtR 10"0-4W 225CFM III I'i, I �,I - SEO"ND FLO C ` v" A C. FLAN I A6 � ADDITIONIIII2 - - -- SCALE: 1/4" = V-0" AHU-4 PROD(/CrION 'may H 1 "0 200CFM ' UONSUL ZING ENGINEERS ORLAN00 • FT. PIERCE " W. PALM BEACH 427 CENTERP[4N1E CRCtE, WE 11125, ALTAMR7IE SPRINGS, FLOW 32M (407) 332-5110 FAX (407) 332-M 20b HARBIRIOMN DM SUITE C FT. PISM FL UM I (407) 406-1165 FAX: (407) 466-1164 2W FORE9} HI BLVD., SUITE 225, NEST PALM BUCK FLORIDA &MOB (407) MUM FAX (407) 434-7745 CERTIFICATE OF AU M7ADON #6261 ASSOCIAI-E.> INC. } W J Y a � Z IL w m N W ~ O : rp 1/) 4 V/ rn O N N Q O oo LA1 M M a o ~ Q Zo I Z LiZ U a O - a1 COL Q a J L` ^ V N CL = LAI 1\ Z� F JQv Qm. 0: W �OZ J 0 w u')= w 19 > o- J Q AMR KAZEMINIA. P.E. Li 427 CENTERPOINiE CIR.. SUITE 1825 (n AL TAMONTE SPRINGS FL 32701 FL REO. NO.: 42819 V w oc v t4 2 �" � v > W (� Gl C 1J Ld p IL L� 0 AGkI[ '03 THESE PLANS AND THE INFORM4TION SHOWN HEREIN ARE THE PA AND Of E T k DMIENBAS. IM OIt U% TH MOD RFPR 1 M IN P DISCLOSURES OR USE HORDF IN MHOIE I N P,IRf 8 IXPAASLY PRO- NBIIED wnxwn N1m1EN PEANI59IX7. COMM. NO: 0I DATE: 03 11 03 BY: in CH'KD: &V SHEET NO. m- 5 OF 7-� 16 GA. GALVANIZED BLADE, 1/4" LESS THAN DUCT DIA. - 3/8" SQUARE ROD END BEARING — MAIN DUCT AIR FLOW FLEXIBLE DUCT TO AIR OUTLET. UTILIZE STAINLESS STEEL WORM DRIVEN CLAMPS AND U.L. APPROVED MASTIC SEALANT FOR ATTACHING FLEXIBLE DUCT TO CLINCH COLLAR. LOCKING TYPE QUADRANT OPERATOR,/INDICATOR WITH 2" STAND -OF F SPIN -IN FITTING SPIN -IN BRANCH CONNECTION TO SINGLE AIR OUTLET 1/3" W. 6" FLARED END RETURN AIR FLOW SUPPLY AIR DUCT SUPPLY AIR FLOW d=_ BRANCH DUCT W NTS METAL STRAP 1-1/2" MIN7\ IMUM SUPPORTS DUCT WITH SPLITTER DAMPER AT SINGLE BRANCH LENGTH =TWICE INSULATION OUTSIDE DIAMETER NOTE: 1) WHEN SPECIFIED FILLER IS NOT OF PROPER THICKNESS SUBSTITUTE FULL LENGTH TURNED WOOD BLOCK FOR CALCIUM SILICATE 2) FOR FIBERGLASS USE FOAMGLASS OR CALCIUM SILICATE THROUGH HANGER VAPOR SEAL EDGES TO PIPE INSULATION. 3) UNINSULATED LINES DO NOT REQUIRE SADDLE. NTS LE HAS IGES NOTCHED E HANGER IGES 'C" CALAMP USE -OR C BEAM ROD CLEVIS HANGER - SIZE FOR INSULATION ON PIPE PER PROJECT SPECIFICATION. ALL INSULATION PASSES THRU HANGER UNBROKEN NOS: PROVIDE PIPE SADDLE MINIMUM TWO TIMES INSULATION DIAMETER FOR INSULATION LINES INSULATED PIPE HANGER DETAIL NTS MAXIMUM SAG 1 2" PER FOOT OF SUPPORT SPACING. - FLEXIBLE DUCT 21 NOTES: 1. DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL INCHES FROM A CONNECTION BEFORE BENDING. 2. SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR CAUSE OUT OF ROUND SHAPE. F177_TIH METAL STRAP 1-1/2" MINII FLEX DUCT SUPPORT COOLING COIL UNION C.O. PLUG (SCREWED) -� TEE -\ ELBOW NTS 'sue CONDENSATE DRAIN DETAI M-6 1" MINIMUM TYPICAL OVERLAP ON ALL SIDES OF DAMPER — NOTE: INSTALL DAMPER PER MFRS. U.L. INSTRUCTIONS DUCT ITEM DESCRIPTION 1. FUSIBLE LINK 2. DUCT ACCESS DOOR 3. MOUNTING ANGLES (1 1/2" X 1 1/2" X 16 GA) 4. DAMPER FRAME 5. SLEEVE 6. JOINT, BREAKAWAY 16- MAX io U.L. LISTED FIRED M-6 U.L. #555 L;QO i NOTE: INSULATE BACK OF DIFFUSER. CEILING FLEX DUCT MIN. 6'-0" MAX. 8'-0" LENGTH DIFFUSER AND FLEX DUCT DETAIL NTS CLOSED HEM AIR FLOW SWIVEL FITTING 1/4" 0 CLEARANCE SUP SLEEVE WITH 2" STAND-OFF 1/4" 0 PUSH PULL R 16 GUAGE BLADE PIVOTS (TOP AND BOTTOM) —1/4" 0 SET SCREW LOCK NOTES: -ONE PULL ROD - DUCT DEPTH UP TO 24" -TWO PULL RODS - DUCT DEPTH 25" TO 36" -OVER 36" DUCT DEPTH USE VOLUME DAMPER ON EACH BRANCH SUPPLY DUCT WITH SPLITTER DAMPER NTS SUPPORTED FROM STRUCTURE (TYP.) / \ a � � BUILDING VIBRATION ISOLATOR (TYP.) STRUCTURE BEAM CLAMP 5/8"0 ALL THREAD ROD (TYP.) �` STEEL RODS 1 BEAM CLAMP ' \ BOLT WITH LOCKNUT / SUPPLY DUCT PIPE INSULATION STEEL ROD / PIPE CLAMPS i PIPE SADDLE / ELECTRIC HEATER-4-1 J� HEATER CONTROL PANEL (MAINTAIN CLEARANCES PER N.E.C.) PIPING SUPPORT / \ YNISTRUT SUPPORT ANGLE OR INTEGRAL EQUIPMENT BRACKETS) —� SERVICE CLEARANCE / \ LOCKING NUT STEEL ANGLES VAV CONTROL PANEL / ' METAL SPACER, WITH I BOLT AND WASHER_ / FLEXIBLE SUPPLY DUCT AND LOCKNUTS � VAV UNIT INSTALLATION DETAIL PIPE HANGER DETAIL M-6 NTS M-6 NTS 3/8" THREADED SUSPENSION ROD 1/8"/FT EXPANSION GAP VIBRATION ISOLATOR AS SCHEDULED 1/4" MINIMUM OR ON DRAWINGS FLEX CONNECTION CONDENSATE DRAIN WITH P-TRAP. 6 Ko CONDENSATE DRAIN FLOOR - NBRARON ISOLAT j TYPICAL )ME DAMPER SUPPLY AIR DUCT / VIBRATION ISOLATOR UNIT SUPPORT OUTSIDE AIR DUCT IN DRAIN PAN MASON TYPE "W" OR WITH COLUME DAMPER ` APPROVED AUXILLARY DRAIN PAN - MINIMUM DEPTH 2". PROVIDE FLOAT SWITCH TO INTERRUPT POWER TO UNIT IF PRIMARY \ FLEX CONNECTION DRAIN OVER FLOWS CHWS h R PIPING \ TRANSITION TO PLENUM FULL SIZE OF UNIT INTAKE 3- WAY CONTROL VALVES RETURN AIR DUCT RETURN AIR DAMPER RETURN AIR PLENUM SUSPENDED HORIZONTAL UCT SUPPORT M AIR HANDLING UNIT DETAIL \ M-6 % NTS VERTICAL AHU MOUNTING DETAIL NTS \ M-6 / NTS CONSULTING ENGINEERS ORLANDO " FT. PIERCE " W. PALM BEACH 427 CENTmmNTE cmaz SATE T625, ALTAYONTE mom FLORNA 327D1 (407) 332-5110 FAX (407) 332-7704 203D HAPf MON MVE, SUITE C ff. PIE M fl. 3" (407) W-1165 f% (407) 40-1164 2668 RREST NUS &%VO SUITE 225, VEST PALM SEWN, FUUM 33406 (407) 563-M FAX (407) 434-7745 CERTIFICATE OF AUTHORIZATION #MI INC. } W J a p Y Z la: LIJ m N F_- O W z)LD a Tnrno N WMCAM Q U DO o o F-Qd Z a Zo I v C) - a O Z 1n a Li ^ J N V C-=n Q F J Qv Z >-m J < �OZ of cl ")W UO w to > n- T :I,fe I1 efl 5 cn ' ! < J Q AMR KAZEM"U. P.E. W 427 CEN1ERPOINTE CIR., SUITE MIS (n ALTAMONTE SPRINGS FL 32701 FL REG. NO.: 42619 W Q �l q o o� a< j N v e Z z kz W O CC O 0- U- z z 0 Y3 jiG Z © APRIL '03 THESE PUNS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF IR MIND A ORNENRAS, ARCMTECTS, PA AND REPRODUCRDNS, DISCLOSURES OR USE THIREOF IN WNOIE OR N PART 6 FJ(PRESSLY PFO- HSIMD WTIIY.NFI MNIIIFN PO%OSSNN. COMM. NO: 03101YO DATE: 03 APRA 03 BY: ev CH'KD: &V SHEET NO OF 7 DIFFUSER/GRILLE/LOUVER SCHEDULE MARK / LEGEND TYPE MFG. MODEL NO S NECK SIZE - ' 10"0-4W-+--THROW CEILING MOUNTED ¶TUS TMS-AA (1)(2)(3)( )(5)(6) AIR QUANTITY-300CFM SQUARE SUPPLY DIFFUSER NECK SIZE -y- 8X8-RG CEILING OR SIDEWALL TITUS 35OFF (1)(2)(3)(4) 5)(9)(10) AIR QUANTITY--► 200CFM FILTERED RETURN AIR GRILLE LOUVER SIZE - 24X24-OAL WALL MOUNTED RUSKIN ELF-6375D (7)( ) OUTSIDE AIR INTAKE LOUVER LOUVER SIZE - 24X24-EL WALL MOUNTED -j RUSKIN ELF-6375D (7)( ) EXHAUST DISCHARGE LOUVER NOTES: (1) PROVIDE WITH OPPOSED BLADE VOLUME DAMPER. 2 PROVIDE 2024 FULLY LOUVERED FACE LAYIN MODULE WHERE LOCATED IN LAPIN CEILING. 3 PROVIDE SQUARE TO ROUND NECK TRANSITION WHERE APPLICABLE. 4 COORDINATE BORDER TYPES WITH ARCHITECTURAL FLOOR PLAN AND REFLECTED CEILING PLAN. 5 COORDINATE FINISH WITH ARCHITECT. 6 COORDINATE THROW PATTERN WITH FLOOR PLANS. 7 PROVIDE COMPLETE WITH WALL SLEEVE AND BIRDSCREEN. 8 1 PRIME AND PAINT TO MATCH ADJACENT SURFACES. 9 NECK SIZE IS 22X22 UNLESS NOTED OTHERWISE ON FLOOR PLANS. 10) PROVIDE WITH FILTER FOR FILTERED RETURN GRILLE. FAN SCHEDULE FAN MOTOR EQUAL TO CFM EIS;' DRIVE RPM [wHPPIs] V/0 MFG. MODEL MARK SERVICE TYPE NOTES EF-1 BATHROOM CEILING 50 0.375 DIRECT 1095 [40] 120/1 LOREN COOK GC-140 (1)(2)(3)(4)(5) EF-2 BATHROOM CEILING 50 0.375 DIRECT 1095 [40] 120/1 LOREN COOK GC-140 (1)(2)(3)(4)(5) SF-1 AHU-1 & 2 O/A IN -LINE 600 0.5 BELT 1550 (250] 120/1 LOREN COOK 90SQ15D (1)(3)(6)(7)(8) NOTES: 1) PROVIDE DISCONNECT SWITCH MOUNTED AT THE UNIT. 2 PROVIDE WITH BACKDRAFT DAMPER. 3 PROVIDE WITH SOLID STATE VARIABLE SPEED CONTROLLER MOUNTED AT THE UNIT. 4 FAN SHALL BE CONTROLLED VIA LIGHT SWITCH WITH 10 MINUTE TIME DELAY. PROVIDE TIME DELAY SWITCH. 5 PROVIDE WITH WALL DISCHARGE CAP. 6 FAN MALL BE CONTROLLED VIA EMS SYSTEM AND RUN DURING OCCUPIED MODE. 7 PROVIDE WITH WALL SLEEVE, BIRDSCREEN, BACKDRAFT DAMPER AND MOTOR GUARD. 8 PROVIDE WITH FILTER BOX SECTION. 0 rn AIR HANDLING UNIT SCHEDULE FAN COOLING COIL EQUAL TO MARK AREA SERVED CFM 0/A E.S.P. (IN.} HP V/4� TC (MBH) SC (MBH) ENTERING AIR (T) LEAVING AIR (F) GPM WATER TEMP. (T) MIN. NO. MAX. FACE 1E- (rpm) MAX. WATER P(FT. wc) MFG. MODEL NOTES DB WB DB WB ENT. LVG. ROWS FPF AHU-i FIRST FLOOR 2970 300 2.5 5 460/3 98.3 75.2 77.0 64.3 54.0 53.1 17 42 54 4 121 550 15 TRANE MCC SIZE 08 HDT (1)(2)(3)(4) AHU-2 SECOND FLOOR 3675 300 2.5 5 460/3 115.3 91.4 76.6 64.0 54.0 53.4 20 42 54 4 143 550 15 TRANE MCC SIZE 08 HOT (1)(2)(3)(4) NOTES: (i) PROVIDE SMOKE DETECTORS/FIRE STATS IN SUPPLY AND RETURN DUCTWORK TO SHUT THE UNIT DOWN UNDER ALARM CONDITION AS REQUIRED BY LOCAL/STATE CODES. 2 HORIZONTAL DRAW THRU CONFIGURATION WITH SUPPLY FAN, MEDIUM COIL AND ANGLED FILTER SECTIONS. 3 SPACE HEATING IS PROVIDED AT VAV BOXES. NO ELECTRIC HEATER AT MAIN AIR HANDUNG UNIT. 4 PROVIDE WITH VARIABLE FREQUENCY DRIVE AS MANUFACTURED BY ABB WITH INTEGRAL DISCONNECT PER N.E.C. WITH MANUAL BYPASS. SPLIT SYSTEM AIR CONDITIONING UNIT SCHEDULE INDOOR UNIT COOLING OUTDOOR UNIT EQUAL TO CAPACITY FAN ELECTRIC HEATER CONDENSER FAN(S) COMPRESSORS) CFM 0/A E.S.P.I HP V/�b KW STEPS V/0 MCA GHT LBS.) TC (MBH) Sc (MBH) MARK AREA SERVED Qom' V/0 (EA.) QTY' V/0 (EA.) (EA.) MCA MOCP '(LBs SEER MFG. MODEL NOTES AHU-3/CU-3 HUB ROOM 4BO 0 0.3 0.2 277/1 4.8 - 277/1 26.6 225 12.9 10.1 1 208/1 8.5 1 208/1 - - 10.6 15 200 10 UEBERT MMD12E/ PFC014A (1)(2)(3)(4) AHU-4/CU-4 PRODUCTION RM. 885 0 0.3 1/2 277/1 6.3 - 277/1 37.1 225 22.7 18.8 1 208/1 12.8 1 208/i - - 15.7 25 200 10 UEBERT MMD24E/ PFCO27A (1)(2)(3)(4) NOTES: (1) PROVIDE SMOKE DETECTORS/FIRE STATS IN SUPPLY AND RETURN DUCTWORK TO SHUT THE UNIT DOWN UNDER ALARM CONDITION AS REQUIRED BY LOCAL/STATE CODES. 2 UNITS TO BE MOUNTED HORIZONTALLY ABOVE CEILING. PROVIDE WITH FIELD MOUNTED CONDENSATE PUMP. 3 PROVIDE WITH ELECTRIC REHEAT AND HUMIDIFIER. 4 PROVIDE WITH WALL MOUNTED, INTEGRATED MICROPROCESSOR CONTROL TO CONTROL TEMPERATURE AND HUMIDITY. VAV UNIT SCHEDULE MARK MFG. MODEL NO. VALVE SIZE AIR FLOW MAX. 0 PIS ELECTRIC HEATING COIL NOTES PRIMARY AIR KW V/0 NO. OF STEPS MAX. MIN, MAX. HTG. VAVi-1 TRANE VCEF 08 750 15% 50% 0.18 3.5 277/1 2 (1)(2)(3)(5)(6) VAV1-2 TRANE VCEF 08 570 15% 50% 0.18 3.0 277/1 2 (1)(2)(3)(5)(6) TRANE VCEF 06 500 15% 50% 0.18 2.5 277/1 2 (1)(2)(3)(5)(6) VAV TRANE VCEF 06 400 15% 50% 0.18 2.0 277/1 2 (1)(2)(3)(5)(6) ql- TRANE VCEF 08 750 15% 50% 0.18 3.0 277/1 2 (1)(2)(3)(5)(6) TRANE VCEF 06 350 15% 50% 0.18 2.0 277/1 2 (1)(2)(3)(5)(6) VAV2-2 TRANE VCEF 10 975 15% 50% 0.18 4.5 277/1 2 (1)(2)(3)(5)(6) VAV2-3 TRANE VCEF 12 1575 15% 50% 0.18 7.5 277/1 2 (i)(2)(3)(5)(6) VAV2-4 TRANE VCEF 08 775 15% 50% 0.18 3.0 277/1 2 1 (i)(2)(3)(5)(6) VAV3-1 TRANE VCEF 12 1325 15% 50% 0.18 6.5 277/1 2 (1)(2)(3)(5)(6) VAV3-2 TRANE VCEF 08 850 15% 50% 0.18 4.0 277/1 2 (1)(2)(3)(5)(6) NOTES (1) UNITS MINIMUM AIR FLOW SHALL BE SET AT INDICATED VALUES. (2) UNITS SHALL BE PROVIDED COMPLETE WITH ALL CONTROL COMPONENTS TO ACHIEVE CONTROL SCHEMES INDICATED IN THE SEQUENCE OF OPERATION. (3) PROVIDE STEPDOWN TRANSFORMER AND COORDINATE POWER REQUIREMENTS WITH ELECTRICAL CONTRACTOR FOR CONTROLS AND DAMPER. (4) PROVIDE SINGLE POINT CONNECTION FOR FAN AND HEATER. (5) PROVIDE WITH SPACE TEMPERATURE SENSOR. COORDINATE LOCATION WITH PLANS. (6) PROVIDE NTH OPTIONAL FUSES. PUMP NOTE CONTRACTOR SHALL VERIFY EXISTING SECONDARY PUMP. IMPELLER NEEDS TO BE REPLACED TO ACHIEVE 500 GPM AT 100 FT. HEAD. BASED ON AS -BUILT DRAWINGS, THE PUMP AND MOTOR HORSE POWER SHOULD BE ADEQUATE TO ACCOMMODATE NEW LOAD, IF THERE ARE ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND AS -BUILT DRAWINGS THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND RE(#IE`.IT DIRECTION. ORLANDO • FT. PIERCE " W. PALM BEACH 427 CENTEITINalm CRCLE, SUITE 18M ALTAMONTE SPWM RMDA 32701 (407) 332-5110 In (407) 332-7704 Ef030 HARBORTOMN ORIVF, SUITE C FT. PIERCE, FL 34946 (407) 466-1165 FAX (407) 466-1164 2669 FOREST HULS BLVD.. SUITE 225. NEST PALM BEACH, FLOI U A 33406 (407) 963-9800 FAX (407) 434-7745 CERTIFICATE OF AOTNM117AIM JMI rmcIA W J 4 0 Y - Z a' w t- m �(D V)O'o a N -4Q O Lco o Q� Z < Zo U 0 - 0) W C a a0Lo a � u- -F N � U d2^ 0 w a Z= >-m.. JU Li Q �OZ ci�O Ln L43 = W (.0>0- It k va J Q AMR lalWINI P.E. LJ.I 427 CENTERPOIN7E CIR.. SUITE1826 (n ALTAMONTE SPPoNFL 32791 FL RED. NO.:G& 42679 Cli p o qQj QG j N Lu CA � J e ^� Q o W i4.1 v o i v W v 0 LLJ o M O LL N Z vi 21 6Y W O C Z © 41*RIC '03 THESE PLANS AND THE INFORM4TION SHOWN HEREIN ME THE PROPERtt OF MND & ORREFIRAS. ARCHITECTS. PA AND RFPROWCTONS, D5CiA RES MUSE THEREOF IN N1NI£ OR H PM 5 E%PRFSSLY PRO- HSMD TRMDUT MAITTEN PFRM5 . COMM. NO: 031001PS DATE: 03 4PR1[ 03 BY: op CH'KD: OP SHEET NO. /�/j / ' 1 - / OF 7 F- I- cn O G J MASTER ELECTRICAL SYMBOLS LEGEND NOTE: THESE ARE STANDARD SYMBOLS AND ALL MAY NOT APPEAR ON THE PROJECT DRAWINGS. REFER TO SPECIFICATIONS FOR MOUNTING HEIGHTS. LIGHTING POWER CONNECTIONS PE]* SIGNALING HORN * (V) WITH VISUAL SIC (STROBE, 75 CD UNLESS NOTED) JUNCTION BOX SIZED PER N.E.C. UNLESS NOTED COF SIGNALING BELL (ENT) DENOTES FIXTURE WITH BATTERY BALLAST « ) ELECTRICAL CONNECTION FOR HVAC EQUIPMENT MOUNTED ABOVE CEILING (V) WffH VISUAL SI (STROBE, 75 CD UNLESS NOTED) �VZADVVT V) ELECTRICAL CONNECTION FOR HVAC EQUIPMENT MOUNTED ABOVE CEILINGFLUORESCENT FIXTURE - CEILING MOUNTED ELECTRICAL CONNECTION FOR HVAC EQUIPMENT MOUNTED ABOVE CEILING �+ SIGNALING CHIME ® FLUORESCENT FIXTURE - CEILING MOUNTED, EMERGENCY POWER ❑� FLOOR JUNCTION BOX * (V) WITH VISUAL SIG (STROBE, 75 CD UNLESS NOTED) POWER POLE, SEE DETAIL FOR REQUIREMENTS. PM* SIGNALINGSVISUAL PEAKEERSI (STROBE 75 CD UNLESS NOTED) ® WALL MOUNTED PUSH BUTTON STATION MOUNT AT 7'-0" AFG FOR Co TROUBLE SIGNAL OUTDOOR INSTALLATIONS AND 4'-0'" AFF FOR INDOOR INSTALLATIONS. �—a--1 FLUORESCENT STRIP FIXTURE ® WALL MOUNTED SHUNT TRIP STATION MOUNT AT 7'-0" AFG FOR AFT FIREMAN'S TELEPHONE OUTDOOR INSTALLATIONS AND 4'-0" AFF FOR INDOOR INSTALLATIONS. �{ FIRE ALARM STROBE, k OUNTED 80" AFF FLUORESCENT FIXTURE -WALL MOUNTED ® DOOR BELL Y ELEVATOR WARNING LI , "DO NOT USE ELEVATOR", MOUNTED 48" AFF ® TIME CLOCK LOCATE ADJACENT TO 0 RECALL SWITCH OR ELEVATOR CALL BUTTON. FLUORESCENT FIXTURE - WALL MOUNTED, EMERGENCY POWER EPO WALL MOUNTED EMERGENCY POWER OFF STATION MOUNT AT 7'-0" AFG FOR / F 1 FIRE ALARM SYSTEM CEWAY OUTDOOR INSTALLATIONS AND 4'-0" AFF FOR INDOOR INSTALLATIONS. FAAP FIRE ALARM MNUNCIA1 DR PANEL ® PHOTO -ELECTRIC CELL FACP FIRE ALARM CONTROL )MEL 0 HID, FLUORESCENT OR INCANDESCENT FIXTURE - RECESSED EWH ELECTRIC WATER HEATER FZCP FIRE ALARM ZONE PAN L Q HID, FLUORESCENT OR INCANDESCENT WALL WASH FIXTURE - RECESSED IYAi INSTANTANEOUS WATER HEATER FFA-T-Cl FIRE ALARM TERMINAL INET HID, FLUORESCENT OR INCANDESCENT FIXTURE - RECESSED, EMERGENCY POWER ' M MOTOR CONNECTION, MARK NUMBER WILL IDENTIFY FATP FlREMAN'S TELEPHONE PANEL (VERIFY BRANCH OF ESSENTINAL ELECTRICAL SYSTEM WITH DRAWINGS) EF EQUIPMENT, EF, AHU, CU, ETC. SEE MOTOR CONNECTION SCHEDULE. O HID, FLUORESCENT OR INCANDESCENT FIXTURE - SURFACE/PENDANT MOUNTED 30/3 [:]J FUSIBLE DU Y SAFINDICATED. ICH, SIZE HEAOF DATA DISMIE UTION ANON VY ND UMBER 0 HID, FLUORESCENT OR INCANDESCENT FIXTURE - SURFACE/PENDANT, EMERGENCY POWER (VERIFY BRANCH OF ESSENTINAL ELECTRICAL SYSTEM WITH DRAWINGS) 3R Ey FUSIBLE HEAVY DUTY SAFETY SWITCH, SIZE AND NUMBER 0* DATA OUTLET, FLUSH W MID. 18" AFF UNLESS NOTED OTHERWISE 25 OF POLES ARE INDICATED. + #) PROVIDE COVERP WITH NUMBER OF PORTS AS SHOWN. O1 HID, FLUORESCENT OR INCANDESCENT FIXTURE - WALL MOUNTED � C)) MOUNT 4" ABOVE OUNTER OR BACKSPLASH ENCLOSURE NEMA RATING S SURFACE WALL MC JNTED 18" AFF a HID, FLUORESCENT OR INCANDESCENT FIXTURE - WALL MOUNTED, EMERGENCY POWER W) RECESSED WALL UNITED 48' AFF (VERIFY BRANCH OF ESSENTINAL ELECTRICAL SYSTEM WITH DRAWINGS) DISCONNECT SIZE. #POLES LAN) LOCAL AREA NE NORK OUTLET FUSE SIZE POS) POS DATA O ® UNIVERSAL MOUNTING EXIT LIGHTS, SINGLE AND DOUBLE FACED, ATS AUTOMATIC TRANSFER SWITCH - SEE RISER DIAGRAM ❑Q DATA OUTLET, FLUSH IN OOR BOX ARROWS AS SHOWN ON FLOOR PLANS L' EMERGENCY BATTERY PACK, HEADS AS INDICATED PANELBOARD, LOW VOLTAGE (120/208V) - SEE PANELBOARD O* COMBINATION DATA/TELEP MID. 18" AFF UNLESS N ONE OUTLET, FLUSH WALL TED OTHERWISE SCHEDULES AND RISER DIAGRAM *le#) PROVIDE COVERP WITH NUMBER OF PORTS AS SHOWN. SWITCHES ® PANELBOARD, HIGH VOLTAGE (277/480V) -SEE PANELBOARD MOUNT 4" ABOVE OUNTER OR BACKSPLASH Sa,b LOWER CASE SUBSCRIPTS INDICATE OUTLET CONTROLLED SCHEDULES AND RISER DIAGRAM S SURFACE WALL M W RECESSED WALL NTED 18" AFF UNTED 48' AFF S* SINGLE POLE SWITCH (UNLESS NOTED BY SUBSCRIPT) DISTRIBUTION PANEL, SEE RISER DIAGRAM COMBINATION DATA/TELE ONE OUTLET, FLUSH IN FLOOR BOX « 2 DOUBLE POLE 3 WAY M❑ POWER COMPANY METERING. p / DATA SYSTEM RACEWAY/ BLE 4 WAY D DIMMER SWITCH (150OW UNLESS NOTED) T DRY -TYPE TRANSFORMER, SEE RISER. FOR CHARACTERISTICS. DTC DATA TERMINAL CABINET E EMERGENCY SWITCH K) KEY OPERATED TELEPHONE SYSTEM FD-E-Cl DATA EQUIPMENT CABINET (T) SINGLE PHASE MOTOR STARTING SWITCH (WP) WEATHER PROOF I INTERMEDIATE DATA FRAM T* TELEPHONE OUTLETIDF CONDUIT AND WIRE * (C) TELEPHONE OUTLET, BOTTOM IS AT 4" ABOVE COUNTER OR RDT1 MAIN DATA FRAME BACKSPLASH. MAXIMUM 48" TO CENTER. CONDUIT CONCEALED IN WALLS OR ABOVE CEILINGS (W) WALL TELEPHONE OUTLET, MOUNT 48" AFF UNLESS NOTED OTHERWISE SECURITY S FSTEM CONDUIT CONCEALED UNDERGROUND OR IN SLAB (P) COIN OPERATED PAY TELEPHONE OUTLET, MOUNT AT 48' AFF UNLESS OTHERWISE DIRECTED. ® SUPERVISORY MAGNETI DOOR SWITCH CONDUIT HOMERUN - CONDUCTORS ARE #12 AWG CU UNLESS OTHERWISE INDICATED. (SEE SPECIFICATIONS FOR ❑ TELEPHONE OUTLET IN BOOR BOX ® CARD KEY READER ST)nON DERATING OF CONDUCTORS BASED ON CIRCUIT LENGTH AND CONDUCTORS IN A CONDUIT) © TELEPHONE OR POWER HANDHOLE © ELECTRONIC LOCK ----- CONDUIT EXPOSED ON WALLS OR CEILINGS /T TELEPHONE SYSTEM RACEWAY/CABLE ® SERVICE DOOR WITH E ECTRIC LOCK AND SUPERVISION TTB ---- EXISTING CONDUIT TELEPHONE TERMINAL BOARD. ® VIDEO MONITOR OUTLE / " r CONDUIT TURNED UP OR DOWN IN WALL TELEVISION SYSTEM ® PUSHBUTTON RECEPTACLES ®* TELEVISION OUTLET ® KEYPAD « (C) TELEPHONE OUTLET, BOTTOM IS AT 4" ABOVE COUNTER OR DUPLEX RECEPTACLE BACKSPLASH. MAXIMUM 48" TO CENTER. ® GLASS BREAK DETECT +� + GFCI RECEPTACLE ® VIDEO PROJECTOR RDUPLEX )DUPLEX ISOLATED GROUND RECEPTACLE. ® DOOR CONTACT C) ELECTRIC WATER COOLER, COORDINATE LOCATION WITH PLUMBING ® PLASMA SCREEN INSTALLER. LOCATE GFCI RECEPTACLE CENTERED UP UNDER COOLER. ® WINDOW CONTACT (WPG) DUPLEX GFCI RECEPTACLE, WEATHERPROOF COVER TVEC TELEVISION EQUIPMENT CABINET ® SECURITY LOCKING DE ICE DUPLEX RECEPTACLE, MOUNT 4" ABOVE COUNTER OR BACKSPLASH. FIRE ALARM SYSTEM t>Q MOTION DETECTOR MAXIMUM 48 TO CENTER. ACTIVE IN QUADRAPLIX RECEPTACLE IN TWO GANG BOX COVER. NOTE:* �AljR} ULPASSIVE INFPj RED D) DENOTES DUCT MOUNTED U) TRASONIC DUPLEX RECEPTACLE IN FLOOR BOX. C)) DENOTES CEILING MOUNTED F DENOTES FLUSH WALL MOUNTED SOUND DETECTOR QUADRAPLEX RECEPTACLE, MOUNT 4' ABOVE COUNTER OR BACKSPLASH. UF) DENOTES UNDER FLOOR ACCESS MAXIMUM 48" TO CENTER. WP) DENOTES WEATHERPROTECTED VIBRATION DETECTOR DUPLEX RECEPTACLE TOP HALF SWITCHED THERMAL DETECTOR, FIXED + RATE -OF -RISE C= SECURITY VIDEO CAME ® DUPLEX RECEPTACLE FLUSH MOUNTED IN CEILING ® SMOKE DETECTOR - NON -SYSTEM, 120V (PROVIDE WITH BATTERY BACK-UP) * CEILING MOUNT]D W) WALL MOUNTED A DUPLEX RECEPTACLE FLUSH MOUNTED IN CEILING HALF SWITCHED ® SMOKE DETECTOR - PHOTO JC) PT) PAN AND TILT WP) WEATHERPR00 TYPE ® V COMBINATION DATA/TELEPHONE AND DUPLEX RECEPTACLE. MOUNTED IN F❑ MANUAL STATION SITE CAST IRON OR STAINLESS STEEL FLOOR BOX. REFER TO POWER/SYSTEMS ® FLOW SWITCH (FIRE SPRINKLER) FLOOR PLAN FOR EXACT TYPE FLOOR BOX FT] POWER COMPANY FORMER - UNLESS NOTED 5-20E SPECIAL OUTLET, SUBSCRIPT INDICATES NEMA CONFIGURAl10N NUMBER ® KNOX BOX, MOUNTED AT 7'-0" AFG OR 0 HEIGHT INDICATED ON FLOOR PLAN. [}-a PARKING LOT OR ROAI WAY HID FIXTURE - NORMAL POWER Q TAMPER SWITCH (VALVE SUPERVISION) �-+ PARKING LOT OR ROAl WAY HID FIXTURE - EMERGENCY POWER (VERIFY BRANCH OF E SENTINAL ELECTRICAL SYSTEM WITH DRAWINGS) } WALKWAY BOLLARD -Q� FLOODLIGHT POLE GENERATOR - SEE ER DIAGRAM ==,aL_ 1• A AMPERES AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AL ALUMINUM ANNUN ANNUNCIATOR ARCH ARCHITECT ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE BFG BELOW FINISHED GRADE BLDG BUILDING C CONDUIT CAT CATALOG CKT CIRCUIT CU COPPER C/B CIRCUIT BREAKER C/T CURRENT TRANSFORMERS DELTA DWG DRAWING FT FEET G GROUND GEN GENERATOR GFl GROUND FAULT INTERRUPT IG ISOLATED GROUND KVA KILOVOLT - AMPERES KW KILOWATTS MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MCM THOUSAND CIRCULAR MILS MISC MISCELLANEOUS MLO MAIN LUGS ONLY NEC NATIONAL ELECTRICAL CODE NC NORMALLY CLOSED NIL NIGHT LIGHT CIRCUIT NO NORMALLY OPEN NTS NOT TO SCALE NIC NOT IN CONTRACT 0 PHASE POS POINT OF SALE PVC POLYVINYL CHLORIDE P/T POTENCIAL TRANSFORMER R RECESSED SCR SHORT CIRCUIT RATING SURF SURFACE TEL TELEPHONE UG UNDERGROUND UNIV UNIVERSAL UNO UNLESS NOTED OTHERWISE V VOLTS W WATTS WP WEATHERPROOF WPG WEATHERPROOF WITH GROUND FAULT INTERRUPT XFMER TRANSFORMER Y WYE FIXTURE SCHEDULE TYPE DESCRIPTION TOTAL WATA LAMPS VOLTAGE MOUNTING NOTES N0. WATTS TYPE FLUORESCENT, PARABOLIC 2X4 FIXTURE NTH 3" DEEP LOUVERS, 12 CELL, (2) T8 FA LAMPS, ELECTRONIC BALLASTS FOR INBOARD/OUTBOARD DUAL LEVEL SWITCHING. 115 3 32 T8 277 RECESSED DESIGN MAKE: DAYBRITE 'PARALOUVER 3' COLUMBIA, METALUX, UTHONIA, UGHTOUER FLUORESCENT, STATIC, 2X4 FIXTURE WITH Al2.125 LENS, (2) 78 LAMPS, ELECTRONIC FB BALLAST. SPRING LOADED LATCHES, PAINT AFTER FAB. 76 2 32 T8 277 RECESSED DESIGN MAKE: DAYBRITE 'DESIGNER' COLUMBIA, METALUX, UTHONIA, UGHTOLIER FLUORESCENT, 8" DIAMETER DOWNLIGHT NTH (1) 42 WATT TRIPLE TUBE COMPACT FC VERTICAL FLOURESCENT LAMP, CLEAR ALZAK REFLECTOR. 50 1 42 TRIPLE 277 RECESSED DESIGN MAKE: OMEGA 'OM8-42PLT-CSS-FZ277' TUBE UGHTOUER, KURT VERSON, KIRUN FLUORESCENT, 8" DIAMETER LENSED DOWNLIGHT, FRESNEL LENS, (2) 42W TRIPLE TUBE FD LAMP, SPLAY LENS, 50 1 42 TRIPLE 277 RECESSED DESIGN MAKE: OMEGA 'OM8-2-H-42PLT-SPL-FL-FZ277' UGHTOUER, KURT VERSON, KIRUN FLUORESCENT, CONTINUOUS ROW, DIRECT/INDIRECT SUSPENDED LIGHT FIXTURE, FE EXTRUDED ALUMINUM HOUSING, HIGHLY SPECULAR ALUMINUM OPTICAL SYSTEM, 75 2 54 T5HO 277 PENDANT PERFORATED PARABOLIC LOUVER WITH 55' CUTOFF. AIRCRAFT CABLE MOUNT, 2 CIRCUITS FOR DUAL LEVEL SWITCHING, OVERALL HOUSING 7"W X 2.5"H, ARCHITECT TO SPECIFY FINISH. DESIGN MAKE: NSA 'PLANA' CP3790-2FS54(277)-PT(WHITE)-BA' OR APPROVED EQUAL ARCHITECT TO SPECIFY PERFORATED OVERLAY FINISH. FLUORESCENT, 4FT., INDUSTRIAL FIXTURE WITH GUARD, (2) LAMPS, ELECTRONIC FF BALLAST, 10% UPUGHT, STIFFENING RIBS, CENTER V, 30 DEG. CROSSWISE SHIELDING, 76 2 32 T8 277 SURFACE SPRING LOADED TURRET LAMPHOLDERS. DESIGN MAKE: DAYBRIIE 'SPECIFICATION INDUSTRIAL' UGHTOUER, UTHONIA, METALLUX, COLUMBIA FLUORESCENT, DECORATIVE WALL SCONCE, WEDGE SHAPE, 6"W X 13"H X 4'D, (1) 26W FG COMPACT FLOURESCENT LAMP. 40 1 26 26CFQ 277 WALL DESIGN MAKE: VISA 'CYPRESS' CB5122-1QF26(277)-PT(WHITE) OR APPROVED EQUAL. ARCHITECT TO SPECIFY SIDE PANEL FINISH. FLUORESCENT, DECORATIVE EXTERIOR WALL SCONCE, CYLINDER SHAPE, 9"W X 5"H X FH 11"D, (1) 42W TRIPLE TUBE LAMP. 50 1 42 TRIPLE 277 WALL DESIGN MAKE: VISA 'STYLUS I' OV1474-lTF42(277) OR APPROVED EQUAL TUBE ARCHITECT TO SPECIFY HOUSING FINISH. HID, WALL MOUNTED EXTERIOR 6" DIA. CYLINDER SHAPE, 6"W X 12"H X 11"D, (1) 5OW FJ HPS LAMP. 100 1 70 HPS 277 WALL DESIGN MAKE: HUBBELL 'STYLEUTER B712-170HPS OR APPROVED EQUAL ARCHITECT TO SPECIFY HOUSING FINISH. INCANDESCENT, 6' DIAMETER DOWNLIGHT WITH (1) 15OW A21 LAMP, CLEAR ALZAK A REFLECTOR. ISO 1 150 A21 120 RECESSED DESIGN MAKE: OMEGA 'OM6-15OA21-CSS' UGHTOUER, KURT VERSON, KIRUN HID, 8" DIAMETER DOWNUGHT WITH (1) 100 WATT METAL HALIDE LAMP, CLEAR ALZAK HA REFLECTOR. 125 1 100 METAL 277 RECESSED DESIGN MAKE: OMEGA 'OMB-100ED17P-MH-CSS-FZ277' HALIDE LIGHTOUER, KURT VERSN, KIRUN HID, DECORATIVE EXTERIOR WALL SCONCE, CYLINDER SHAPE, 9"W X 5'H X 11"D, (1) HB 175W METAL HALIDE LAMP. 225 1 175 METAL 277 WALL DESIGN MAKE: VISA 'STYLUS I' OW1474-11­1175(277) OR APPROVED EQUAL HALIDE ARCHITECT TO SPECIFY HOUSING FINISH. LED EXIT LUMINAIRE, THERMOPLASTIC, UNIVERSAL MOUNTED, RED LETTERS, ARROWS AS X1 INDICATED ON PLANS, BATTERY BACKUP, SINGLE FACE. DESIGN MAKE: CHLODIDE 'SYMMETRY 11' E-R-B-1LED 2 _ _ _ UNIV. OR APPROVED EQUAL EMERGENCY BATTERY, DECORATIVE CONCEALED UNIT, DUAL HEADS, HALOGEN LAMPS, 6 BP VOLTS DESIGN MAKE: CHLORIDE F-1-W-AD-WALL MOUNT 12 2 6W HALOGEN - WALL OR APPROVED EQUAL NOTES: ORLANDO ^ FT. PIERCE " W. PALM BEACH 427 CENTIVOINTE ME. SUITE 1M ALTAMONTE TWOS. FLONDA 32M (407) 332-5110 FAX: (407) 332-7704 20M HAR80N1M ON K SUITE C FT. PIERCE, FL 3" (407) 455-1165 FAX (407) 466-1164 2655 FOREST HILLS VLVD. SUITE 225, HEST PAIN 8E9K FLONDA 33405 (407) M-M FAX: (407) 434-7745 CERTIFICATE OF AU116X67ATION 05251 ASSOCIATE; INC. } W o Z a Ld m V ~ O H � (.0a Fn°'o N N 0 to m H o ~ Q 0 zo t Z a U Q 0) Ld I_ Z a a0� N V d a: r� ►W- _j a Z v am . 7 C) Lq a Z ��O Q W (o > n- li I i U Ls� 1 ur Lj, Q i < J Q FRANK RIVERA, P.E. W 427 CENTEWOINTE CUL. SUITE 1825 1n ALTAMONTE SPRINGS. iL 32701 FL REG. NO.: 4525 vt Z q o C4 O g � j N j j c� V Q O 4 M ��g. W � V W C W O 0� O CL U- IA z 0 ti 3 Ix W F c 0 z © APRIL 03 THESE PUNS AND THE INFORMATION SHOWN HEREIN PRE THE PROPERtt OF EDLUND & OAIENEMS, MCI HEM, PA PAID REPRODUCII0N5, DISCLOSURES M USE THEREOF IN * OR N PART 5 IXPRESSIY PRO- HNIIED WTHOUE WRIREN PERNISSKIN. COMM. NO: 031001118 DATE: 03 APRIC 03 BY: C40 CH'KD: EN SHEET NO. OF 11 \ r/ � \t c % up a. aFV t L _ LIGHT�RE--I FD A O a 0 L7 U m,, f L FB FB E� X1 E w �� tc FB FA ''; FB ! affiP➢alill1 \ / 1L N LIGHTS \ \ / LOCAL SWATCH / \ TDR 10 MIN. OFF DELAY SWATCH WITH EF THERMAL OVERLOAD DISC. SW, OR SPEED SW. INTERGRAL WITH MOTOR (REFER TO FAN L SCHEDULE) NJ FAN CIRCUIT i SWITCHING DETAIL E2 / N.T.S. (1f C'E FA i E r FA 3 H3 FB n FB r gmgii E. E X1 FG ._ y eUSr ,.. _ FG S£R!/iCf DLs i� Ls 1 RI D 100ow / FG FE ' f A FC d / \ _ FA FA q A O r O O HA FG E � E H3 FC FC _ ✓ r 32 FE i 2 O O FG FG�.; •� �- crrsro fR £NIUR t�ricrrr£S ------ E 'ffk I/V #3 A 4UNTlhG ASSISW FC Xi Fp£RX FA MANAGER °,b X1 O /// "I FB v q FC O 1 { I °b r' - -------------------- I - X 7. i FUICl� a❑ GROUND FLOOR LIG FI G FLAN /N _._._.._ SCALE: 1 /4" = 1'-0" �, GENERAL NOTES: KE NOTES 1XI: A. COORDINATE EXACT LOCATION OF LIGHT FIXTURES WITH P VIDE DUAL LEVEL SWITCHING 'DLS' IN THIS ROOM. ® DISCONNECT SWITCH AND SOLID STATE VARIABLE SPEED ARCHITECTURAL REFLECTED CEILING PLAN. C NNECT INSIDE LAMPS TO ONE SWITCH '°' DESIGNATION CONTROLLER BY DIVISION 15. INSTALLED BY DIVISION 16. o At D OUTSIDE LAMPS TO 'b' DESIGNATION. Q EXHAUST FAN SHALL BE CONTROLLED VIA LIGHT SWITCH co Q Sj ME BRANCH CIRCUIT DIFFERENT SWITCH LEG. WITH 10 MINUTE TIME DELAY. SEE DETAIL. a 00 Ul HTING PANEL LOCATEDISTING IN MAIN77ELECTRIC ROOM. FIXTURE WITHE DIXACT VISION 15 CONTRALOCON OF CTOR PRIORE *FrGTO ANY nnj� �� °° P VIDE 1-20A/iP CIRCUIT BREAKER (MATCH EXISTING) ROUGH -IN. "'" ,y0 4v u IN EXISTING PANEL. ADD/I, fY T�t/lL �rytJ o w o Q, J V) li N FE FE FE ` �iRCrIIRS ab °,b A FE A O A O ��O 1 1000W FB DL ME i FA d __ B/CCIG f(hLL DLV FA I FA _ FG 1 L DLS FB s 1 DLS 1 ac; f FA k 1 FA FA DLS E � Sram P 1xi -- G�IC£ DLS E FB w J Y d o Z a w m (n '= o W a (,0 (001 o N N N bi m Volo Q o 5 1� I ZLd Z a IL00 ) Q a � L` ^ y N CL V r" a `� Z� _j gym• w �oz J a 0uim L.I to > Li "V �: a Q O LAJ \\ _ J QM Q O ` J Wz V W O � O � V) Z O fR Ld 0 © APRII '03 THESE PL S AND THE INFORIWWMN SHOWN HEREIN PRE THE PROPFRtt OF EOWND R DARENSAS, AW4EM PA AND RFPRODUCi,'ONS. DSCI.OSURES OR USE THEREOF IN WW OR N PARE 5 UPRMY PRO - Homo NIHWE mmTEN FERMISSNH. COMM. NO: 031001PB DATE: 03 gPRA 03 BY: w CH'KD: EN SHEET NO. 1-2 o %i I Ll CEf rION � I s C M UNITY X PR OPMENT UGHT XTUR I FB xoof T / T DN, I i fllr(�,RE INC[ #3 ! FB ® FF 1 FB FB FB I r,. — FIX FA j U W I sTO�GE I MECy EL CTR1CAt' C •fE / sNACKs I b� i LI FA I n I FA FA FA PLAN lEREl #pn E FC co jE DLS El 0 FD FC FA FA (FA FA I FA I DLS r�' : 1 H3 I 6 —7-/ i J FA FA IFA FA I F I FA I f 0 I i 1 r------___--- 1 1 ; ( I I FA FA IFA FA j E Ry FA #i 1 I P/E(1PNlENT I I i X1 1 I —E + I + FA FA IFA FA I FA ❑1 b ---''�' E F b 1 FA o DLS 7 � � H3 q a ' ❑1 J DLS 1` DLS DLS FA FA FA f1' ' rr��RlsT AND ' ECONIlM1C t7ffiCE U -fICF_ Df 10E DEil£taPMENr I FA # FA I # FA FA DIRE T FA GENERAL NOTES: A. COORDINATE EXACT LOCATION OF LIGH FIXTURES WITH ARCHITECTURAL REFLECTED CEILING PLAN. SCALE: KEYNOTE1XI: �j PRONOE DUAL LEI EL SWITCHING FOR THIS ROOM. INSIDE LAMP SHALL BE CONNECTED TO 'a' DESIGNATIO 1. OUTSIDE LAMPS TO BE CONNECTED TO 'b' DESIGNATION. ❑2 SAME BRANCH q UIT DIFFERENT SNATCH LEG. ❑3 CONNECT TO 277 WXISTING EMERGENCY LIGHTING PANEL LOCATED IN MAIN ELECTRIC ROOM. PROWDE 1 20A/IP CIRCUIT BREAKER (MATCH EXISTING) IN EXISTING PANEL ® COORDINATE IXA LOCATION OF TYPE 'W LIGHT FIXTURE WITH DIMSION 15 CONTRACTOR PRI TO ANY ROUGH -IN. ___._ -- WII ------------------ 11 II i li I! sECRETAR 1 s'ECRETAR I SECRrRR}' I I #2 I #3 II !I ! }I JI i ii II I II !f I I I II i i __________________ ! li it Assrsror COMMUNITY CoMMUNlrY DEYEtOPMENr DEPROPMENT DIRECrok G DlRECrok # Yd o Z° w ® VI — O W =) Lo a No'o CV CA U 10 Ld inLdI-a4 Q z a g, zo I V OEM W c `a m0 Lo 1� z a N U CL ull ® F —L Q z U �m W J �Oz Low= Ld co > IL co �I LLI �" Im v5 u; `c U L)r <r _i Q FIUNK Powu. Pk w 427 g311ERPOINTE qR., SUITE 1825 N ALTAMONIE SPFUNGS FL 32701 FL REG NO.: PE54525 w C� A OKI cQ oeM U w O o:: O a_ L_ En Z O V! C F C O Z © APR/L '03 THESE PUNS AND THE INFORMATION SHOWN HERON ARE TIE PROPERTI OF EDWND k DRREHM, Ak" EM, PA AND ROWDL CMNlS, WUSURES OR USE THEREOF IN WHIlE W N PFIIE N 01 PRO - "IVIED NINIWT WNREN PPRUISSIDN. COMM. NO: 031001YO DATE: 03 APRA 03 BY: ev CH'KD: IW SHEE�— 1 1-3 OF 71 rV IIJI _ - Ic�il I I� I r I I _J L— —rJ L—rJ L�rl COMMUNI rY DC UCH fipmar I I } 1- 7�T I I I I 1 i I Il I IJI I I L_-JL_rJ j COt�fE�Ewc� � r } } it I II I }I I {I L e>rE �N�C�— I I I I 1 i I I -a I I I LI I I I I I I i l l i I �, I I I I 1 I I I I CcffEa f -SNACKS 1- - CI L — J I ❑ I O J ( FC J FC _ J FC IC ❑ l o I❑ I o I❑ I o I o i I I I L I I � 3 i ------ - �I- - - 3-- ---- --- ------ FA F FA DLS r3 , FB -'` O SECRETAR I NCR TARP I I S€C iRkf II II H2 #2 } # FD U FA I F I f FA 1 E II DLS I II I E II I H2 F61 I I I( _ -- ❑DLS I � V, DLS I j DLS I}, E- - --- --- ' E FB FB FD I € FB FD E - -- -- 2 Z_ a w to a 0 (y)0 +n N V O W M M 0 Z a O Zp W F V Q IL O Z Q L a A_ N i n F � S r u V U I t 14 W _J Q H � Z x �m - J U w o a �oz I 0 O u7 w S W co > PCRM/71TU6 I LLJ I I 006 DEI�ARTMENr �,._�_�.__�_� 66l / { 0 / { \ I \ ( I t CONFERENCE t I i i t I ) I I kI 1 I I I I I I I I I I 1 I i ! I I f J W 427 in ALTAMONTE FRANK CENTERPOINIE Po VERA P.E. qR.. WIlE 182 SPRINGS FL 32701 FL REG. NO.: 25 Ir HL 8 A o I �I I II I II I' I I I I I I,I i II I 'I I I I NfaENCE # 2 ® s � i 1� AI `_ I I I 1 , Imo✓ I I I J L_JJ -, L-1J L_J .-- L—�� L_J ------- -------------- -- _ — — — — / _ --- _--___________ _____ PLANS' EXIT INCRS' H2 I ._- _ M_ I � (- I � } I } I I 4 a II � ;FB ! FB °A ❑ 3 FD ❑•ii � II E-' II I I I I Q III E II L- I L—J I I L—J L—J I I DLS } I I } I FB FBIf I I I I I ,I II I I i _ _ DLS _ - ❑j 1 DLS FD FA FA FA FA ❑ Ll E E'�g FA FA E DLS m LS0 DLS❑ E OGK HIC IN S YyrI E Ell _ I ; ` FA FA FA - FA FA Fa ❑ FA FA I FA FAt,�« FA FA 40� 1 I ! E AS SIS NT COMMUNITY I I r coMMU HIT DEt/ELOPMENT ❑ } I { i 1)Et/ECOp ENT aikfCTOk clS ON i GI5 I Gi.S GIS PkOD(JCTION DIRE OR FA } F #2 FA FA 3 FA FA MANAGEk ROAM FA FA FA FA } ! I 1 _ I FA FA A I �*, X1___---- Gl co, H9 TO BOTTOM DOWN TO TYPE 'HB' LIGHT FIXTURE SE E SHEET E-8. I aNy [�ALC001; DIV KEYNOTES PI:— a P ... UGHYIN PLAN � T---- ADDITION _ ❑1 PROVIDE DUAL LEVELS TCHING FOR THIS ROOM. INSIDE LAMP SHALL BE CONNECTED ❑6 EXTEND BRANCH CIRCUIT WRING TO SPARE EXISTING BRANCH CIRCU INDICATED FROM T _ SCALE: 1 �4" € I -Q" TO 'a' DESIGNATION. OUTSIDE LAMPS TO BE CONNECTED TO V DESIGNATION. DEMOLITION.NOTES' SAME BRANCH CIRCUIT DIFFERENT SWITCH LEG. ❑7 DISCONNECT AND REMOVE EXISTING LIGHT FIXTURE. REMOVAL SHA INCLUDE CONDUIT GENERAL AND HARE BACK TO NEAREST JUNCTION BOX. RE'MRE EXISTING BRA H CIRCUIT TO A. COORDINATE EXACT LOCATION OF LIGHT FIXTURES WITH 3 CONNECT TO EXISTING 77V EMERGENCY UGHTING PANEL LOCATED IN MAIN ELECTRIC MAINTAIN PREVIOUS OPERATION. ARCHITECTURAL REFLECTED CEILING PLAN, CONSULTING ENGINEERS ROOM. PROVIDE 1 20A iP CIRCUIT BREAKER MATCH EXISTING) IN EXISTING PANEL ORLAM - ( )0 FT. PIERCE W. PALM BEACH ® EXTEND BRANCH CIRCUIT WRING TO EXISTING 120V BRANCH CIRCUI 1L2 FROM B. ALL LIGHT FIXTURES SHALL BE WIRED TO EXISTING PANEL H2 427 cTTE mwE mar SUITE Ten, ALTAMONTE S PIM RMA 32701 p'// ❑4 RELOCATED LIGHT FIXTURE FROM DEMOLITION. DEMOLITION. UNLESS NOTED OTHERWISE. PROVIDE NEW 2OA/1P (MATCHING (407) W-5110 FAX (407) M-7M 1 /} J TI !y lT ❑ EXISTING 'i0 PANEL 2G,w HARBORTOWN DIRK SUITE C FT. PERM FL 34em6 ❑5 EXTEND EXISTING BRAN CIRCUIT H2-8 HARING TO NEW SWITCH LOCATION. 9 EXTEND BRANCH CIRCUIT WRING TO EXISTING LIGHTING BRANCH CIR UIT H2-2 FROM ) (407) 466-1165 FAX (407) 466-1164 j} �J/ DEMOLITION. " /� w/v J ---`�" z668 1DRE6T x615 BLVD., SUITE 22%F Y[SF� BEACH, FLa6DA 3J4f16 ASSOCIATES 407Sereeoo FAX 434-nos CERTIFICATE OF AUTMZATIOT P291 INC. y Z O N aj 111119 MEN Not] © APRIC '03 THESE PUNS AND THE INFORMATION SHOWN HEREIN PRE THE PROPERW OF EDLUND R DRDE19R5, ARCMIECES, PA AND RF➢RODUCRDNS, I SO ARJAES OR USE THEREOF IN W OR N PIAI S EIPR y PAO- HRNEO WRHOUI WRRIEN PERNSSNN. NO: 031001PI 03 APRIC 03 CAO !Am SHEET NO../ OF_11 / IM \00 E0 II O LLJ Q � U L� (n V- 0 wi 1 v 30/1 VAVi-4 1 20 ME2 7 CP SENIOR ACCOUNTING CL (U MEETING 900M MEN ME2 calvff �(Cf 3OA0 M F 35 1 20 DIWORS C afflCf VAV1-1 ME2 5 -__.__-- 2 1 20 - 11 W y YAY1-3-__------ v G 2 Sl/r flf W SW # 11_3 29 2527 10 _ F WaRx t 9 RaaM #10 t 27 1 J 7 9 1 10 CUSTOMER SER UICE # 1 #10 I - 19 21 23 I t IL3 1 Cl/STOMP _. Nk Off C �\ r 1 l � C R crrsraMfR SfR !/lCf LOBBY !! VAV1-5 f v 20 PJ i X 9 ME2 ' [1=011 Mm' OffI f #2 I AHU-1 F + V 20 i 3#12, 1#120.-3/4"C flO 11:13:15 11_3 31 33 35 ME2 El ffAll #5 � #10 5 3 1 13 F F y II ASSISTANT GROUND FLDOR ER ISYSTEMS PLAN $ y KEYNOTES 0: COORDINATE OUTLET LOCATIONS NTH MILLWORK CONSUL TING ENGINEERS CONTRACTOR PRIOR TO ROUGH-IN. ORLANDO • FT. PIERCE ° W. PALM BEACH 427 CFNIIEflNpNTE CIRCLE, SLATE IM ALTAMONTE SPR n FLORIDA 32M ❑2 MOUNT TA' DEVICE ABOVE OUTLET. (4D7) 332-5110 FAN: (407) 332-7794 24!10 HAN601I DRK SUTE C FL PIERCE, FL 34W6 (407) 466-1165 FAX (407) 466-1164 2669 FORT HILLS BLVD, 9117E 22% NEST PALM BEACH, FLORIDA 334D6 (407) 963-91100 FAX (407) 434.7745 ASSOCIA )FS CERTIFICATE OF AU1HOPolAMN #11281 AArr J a o Z a w m Lai 4 =) 1.0 rn O Q O N w M EM N a co 0 ZI o Z U O-rn - Fa °'Oui J N 1� L&I Q v Zv J �¢ Qm.: cy0Z Jw wO Ld co > (L Zt S Q C Q M � v a h Q w x O E L� U) 7- 0 ILLF c z © APRIC '03 TAME PUNS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EDIUND & DRRE . ARMOTS, PA AND REPROOUCIXINS. WSCIASIIRES OR USE 1NEREOF IN N1101E OR M PARTS E%PRMY PRO- H6DED MnWT WRITTEN PFRNSSION. COMM. NO: 031001PS DATE: 03 APRI[ 03 BY: CAD CH'KD: EMS SHEET NO. 1-5 O » I _ _ 1 / LLLI RE YPTION 1 1 1 Co UNITY DE1111OFMENT P t I Roof T I ' --__ _ _--__ j EL \ CONMUNCE # 1 T 1 I - SE-1 11-3 i M 41 w E �401 1 3/4'X8'X4' FIRE RETARDENT LA ER In�crrvE - ME2 FNNTEDODGRq R�ADRFNCE #3 S AHU-2 TTB3 ME2 SD H3 ( 20 VAV2 2 AIN SD vet�� — — CP J 20lt t T 1 �_ A MkV ma 1L3 20fE£ ! S RCKS4 Ir; 3/12, 1/12G-3/4"C a a ME2 10:12:14 ; ( 116 8ME2 11.3 4 3#10.1#100-3/4"C e I 1 ME2 1 1.00 CL V 1 i s 3#8, 1/IOC-3/4"C 1 VAV2-2 I I 61 ( - - 35 PL 10 AN 2 N£R I I T �9 a I -� 1 !! I1 ! 18 l3 D l 1 1 1 1 fl II 1 p4 2s ISOLATION 7 A/ SECRETARY � SECRETARY, (! SECRETARY I I z # I 110 F POWER "Ni F POWER 1 - WERW F V ( (I 1 1 =`w F F R fir.: F--__--__— _ F COM F COM F COM I F COM F 110 1-1/4"C 1-1/4"C j 1-1/4-C v 1 I 1 I fl IP SECRETARY i II 11 1 - - L /LVi i 7 I 1 11 f I Ptiq £RY.i'1+14 NJ .__ j tMt �.. _ T. C: —1.1.... - aa%.e _—I..� ..._. . ,§; _ _I_. I ' I a a , 10 I } 3#8, IflOG-3/4"C ME2 _ _g W � Y � o z a w f/ ~ O tLP D 19 lnrno Q O N N LV M M m a .00 o � Q� zo I z W G U a O-rn �O� a a I j— ° N N CL `� z -i a am w J a woo Ln w = W 1p > w 1n uj F- :i u1 � 1 1 z z ti V lz� 143 4C J Tv �C4 4 F- U L11 O x O IL L� 12 11.3 10 20 1, ASSISTANT COMMUNITY '� __ r®uRrsr ANU eltNIMUNIrY DEVELOPMENT 10 4 6 11-3 MOW DEU£LOPRENr DIRECTOR GIS PLANNING 8 OTfICE Of lic OEf10E 6 2 4 D£U£LOPMENT DIRECTOR # \ MANAGER # 7 r_ # 3 D�IPECC N I —.. W Z © RPRII '03 THESE PUNS AND THE INFORMATION SHOM HEREIN ME THE — .,., �— ... —, —.�— —' �.�. — —•• — — — _ .—.:..,—...—. — — — — —., — — — _ — — — _ — — _,_ — — — ._ ._ PROPEM OF EOWNO k DRIMMS. AROMCiS ^ - PA AND REPRODOCiptlS, OIRCWSURM OR USE mmOF IN *w OR N PNN S FMPRESSI.Y m— HM"D A1fElOUf WROTEN PERMS , SECOND FLOOR POWERPLAN ITS _ COMM N0:03f0�fY8 S i F.: 1 4' -_ -O" Np DATE: 03 APRIE 03 BY: oV KEYNOTES ❑X : CH'KDI: am 1 ❑ PROVIDE FURNITURE FEED TYPE OUTLETS FOR OWNER'S FURNISHED 8 WIRE FURNITURE PANEL. (3) NORMAL BRANCH CIRCUIT, (1) ISOLA110N CIRCUIT. PROVIDE PROPECONSUL TING ENGINEERS SHEET NO.R ORLANDO " FT. PIERCE " W, PALM BEACH ELECTRICAL CONNECTIONS 427 CEN1EMWE MU& aM 1626, ALTANONTE MG& FLMM 32701 (4o7) 332-5110 FAX n c FT amL .., I zox xARBDR1oNN oRrvE. sA1E Fr. ems. 34B46 L (W* I06-1165 FAX (407) 4W1164 2M RREST HEE4 BLW„ SURE 226, NEST PAW BEACH, FLOWA 3M I (407) 663-BBOD FAX (407) 434-7746 ASSOCIATES OF 1 11 CERTIMAIE OF WMZA10 18261 i4YO'. 36 3s I EXISTING L2 -- - RECEiaTI(1t 30 EXISTING L2 r 28 I 38 CI EXISTING L2 66 W r�-fir COMIWON/rY [111 iUl AIEN1 a a r y EXISTING 2TA 1Jf ( / A ! I I 1 'UNFEREAICE #.r 1 1 � ' T \ r PERMIMN� 1 EXISTING L2 I \\ ea (Jf\\ i I !I i LUNFEkEteff 93 I CUNfEREN I EXISTING 2TA i EXISTING L2 ----- ------ —_— —— � 40 I I I I I I I I I ( I I i J 4 u''�- i r ___ _ I ____—_...__-- I '-- --__—i L _ — — — _— ..:_..__.----- I - 69 I I I i I CUffEE /SNACKS' I -_ i i � V 67 — EXISTING L2 69 EXISTING 2�A'NfERENC EXISTING L2 45 F 39, 41 ❑7 ® -_ . ------- -'_.. ® (ON ROOF) ------------ I -- — a — — -- — T ----------------- 2#10, 1#10G.-3/4"c P�A S CXMINCCS EXISTING L2 — 39 _____________________ 69 67 65 a CU-3 r 7J 23R C -� ------ 41 F I-- - - � _ � F _ -i Dh W v � 4�I 3 I! Ii 35 II II 39 S'ECR7r?RY S£CETARY SECRETRRY I i ! I WI I HUB I { I I #3 k�F d" b 39 = 19 ROOM I i B I EXISTING L21 i I I MEZ i I F ` L I 2#10. 1#tOG.-3/4"t I II 35 33 4t Ii' ;Ii II I i I I I e 37 i li II .II "II __ __._� � J I I I I1 i— — r— ------ 9 TYP. I it iR _ EXIST. L2 I - 11 I 72 EXISTING L2 E i fI - 76 � 11 45 1 ! ! 2TA 2TA - EXIST. L a MEZ --- 2#8. 1 4 78 t 18 V - tOG.-3 "C # / MEZ _ 1716 1 D 2TA F MEZ RON sYs%� s V ¢p/� 2#10, 1#10G.-3/a"C F 4b t 1 3 1 SDD 65 -_ __-_ -_ i- - __ - �fAV3-2-_ __ __e _ w. -� 67 r SD D F ' 11D a U I I ASSISTANT EXIrlvlUrYITY v 67 CUMNiIlN>T1 DEVEGUPMENT I I QLA r- TJ 3R DO GUPMNT DIRECTUR G!S ! GlS G!S I Is EXIsnJTlUN DIRECTOR # ! # 2 I I #3 I k4 75 MA AGER Nc t5 PRU ! 73 s 2#10, 1#10G.-3/4"C MISTING L2 I EXISTING L2 I j I L2 (ON ROOF) 6 71 I I I a .. WWP : EXISTING L2 SECOND FL %`3 PLAN AE MONof . -- - -- SCALE: 1/4" = 1F-0" ' GENERAL NOTES: KEYNOTES El: A. SEE SHEET E-9 FOR LOCATION OF PANEL L2. C7 EXTEND BRANCH WIRING TO EXISTING DEMO CIRCUIT '45' PANEL 12'. �7 EXTEND BRANCH WIRING TO EXISTING BRANCH PANEL 12' PROVIDE 20A/2P CIRCUIT B. DIVISION 16 CONTRACTOR MC ALL REUSE EXISTING SPARE CI CULTS 1 PROVIDE BLANK COVER PLATE. BREAKER FOR CU-3 AND 25A/2P CIRCUIT BREAKER FOR CU-4. FROM DEMOUTION. THE FOLLOIWNG BRANCH CIRCUITS ARE SPARE ® PROVIDE (1) WIREMOLD RC3 FLUSH POKE THRU COMBINATIO COMMUNICATION AND VERSED ON EXISTING AS -BUILT. DIVI ION i6 CONTRACTOR 'HALL Y. 3 EXTEND BRANCH HARING TO EXISTING DEMO CIRCUIT '37' PANEL 'L2°. POWER. I CONSUL O SU TING rA GINE RD G7 EXTEND BRANCH WIRING TO EXISTING DEMO CIRCUIT '39, 41' PANEL 'L2'. �9 PROVIDE WIREMOLD 4320 WITH DATA AND RECEPTACLE 3FT ON CENTER, MOUNT 4FT ORLANUO e l VFT.T. PIERCE/VV^ W. VPAAL'MV cBEEAI NCH AFF. 427 CENIMPOINIE CIRCLE, RM 18M ALTAMONYE SPRINGS, FLORIDA 327M 5 EXTEND BRANCH WRING TO EXISTING DEMO CIRCUIT '33, 35' PANEL 'L2'. (407) 332-5110 FAX (407) 332-7704 2030 HAA9ORMN DRIVE, SLATE C FT. PCE, IERFL 34M CJ] EXISTING COMMUNICATION OUTLET TO 'T2B' TERMINAL BOARD. (407) 456-1155 FAX (407) 466-1164 2669 hmiEST HILLS BLVD, 51111E 225. NEST PALM BEACH, FLORIDA 33406 (407) 963-9600 FAX (407) 434-7745 CERTIFICATE OF A "HORI7ATION #5261 ASSOCIATE, INC. } W o Z a Ld m �Q0 < tnrn0 U) N CV tO M Q VjM y0 100 F- d Z 4 zo I O�� W a CLOD J C4 V d = � Q I!= —j V m J a �Oz o LnW= W >IL 6- Ld U t7 Q Q Q FRANK RIVERA. P,E lil 427 CFNTERPpNTE CIR., SURE 1625 (n ALTAMONTE SPRINGSFL 12707 FL REG NO.: P 025 w G v �z q 'S' q o V Q Q M C. U LEl O d L- N Z 0 V>7 �W Ld F 0 Z © APRIL '03 THESE PUNS M0 THE INFORMARON SHOWN HEREIN ME FIE PROPOW OF EMUNO A OROEN8 , ARDIFEM. PA AND RONmKTm NSCLOSURES OR USE THEREOF IN *W OR N PARl 5 EXfRMY PRO- NRI7ED NII710UE WRRRN PERNMON. COMM. NO: 031001PS DATE: 03 APRII 03 BY: CAD CH'KD: W SHEET NO. 1-7 LOF 77 M L 4 LOAD SUMMARY FOR PANEL H3 CONNECTED DEMAND LIGHTING 10.38 13.0 RECEPTACLE 27 18.5 HVAC 43.6 43.6 MISC. - - TOTAL 80.98 KVA 75.1 KVA IIPANEL ME2 SERVICE 277/48OV-30-4W MINIMUM BREAKER AIC 22,000 q� LOCATION- 2ND FLR ELEC. RATING 100A - MLO MOUNTING SURFACE LOAD DESCRIPTION BKR KVA CKT, NO. KVA BKR LOAD DESCRIPTION TRIP POLES 0A 08 0C OA 08 OC TRIP POLES M-VAVI'-1 20 1 3,50 1 2 2.00 20 1 M-VAV2-1 M-VAVi-2 20 1 3.00 3 4 4.50 20 1 M-VAV2-2 M-VAVi-3 20 1 2.50 5 6 7.50 20 1 M-VAV2-3 M-VAV1-4 20 1 2.00 7 8 3.00 26 1 M-VAV2-4 M-VAV1-5 20 1 3.00 9 10 2.10 2 3 M-Al M-AHU-1 20 3 2.10 Ill 121 2,10 M- - M- 2.10 13 141 2.10 M- M- 2.10 15 161 4.00 2 1 M-VAV3-2' M-VAV3-1 30 1 6.50 17 181 6.30 4( 1 M-AHU-4 ` M-AHU-3 30 1 4.80 19 201 0.00 1 SPACE SPARE 20 1 0.00 21 221 0.00 1 SPACE SPARE 20 1 0.00 23 24 0.00 - 1 SPACE - SPARE 20 1 0.00 2526 0.00 1 SPACE SPARE 20 1 0.00 27 28 0.00 1 SPACE SPARE 20 1 0.00 129 30 1 0.00 1 SPACE .i :fr 3 o-r «� "ti ��' %'.: fir. ��3 '�" Sw ...Ya6J! r 5,1 .. e 11.10 r. .:n .v &..� F•.- s. )j. 7.10 ��p f 0.60 Y 3„f k M1A•"-+. � 15.90 1",; 'h,. x i,b ';i.•i `n':-^°"i s �•f t?�.J"..i� xt.:" k T� '�{ a 5 'b ,a�w,. :4o"A dei { r Fl � x fi �e W �� {.' J v� TOTALS •`;f..q ,. a`N, ae T u x. uYU ;.y 12.40 « 93 1 8.10 LOAD CALCULATIONS- CONN. LOAD - KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING 0.00 1.25 0.00 0.00 RECEPTACLES - 1ST 10 KVA 0.00 1.00 0.01) NOTES: (G) PROVIDE GFCI BREAKER (L) PROVIDE LOCK -ON DEVCE S PROVIDE SHUNT TRIP BREAKER RECEPTACLES- ABOVE 10 KVA 0.00 0.50 0.00 HVAC 0.D0 1.00 0.00 MOTORS 65.20 1.00 65.20 EQUIPMENT 0.00 1.00 0.00 APPLIANCE 0.00 0.75 0.00 SPARE SPACE 0.00 1.00 0.00 OTHER 0.00 1.00 0.00 PROVIDE PANEL WiTH INTEGRAL SURGE SUPPRESSION. TOTAL KVA AMPS 65.20 78.42 65.20 78.42 150A/3P I I ) i ) i LJ I L I I F- - - - - - -----------I---- EXISTING WIRING TROUGH I �y� I I r-� CTACTOR --I r-I�I EMER ---��- EMER I I LTG.) PWR. ) L - - - f LRJ L_ J- ELEVATOR _I SQUARE D - EXISITING 1200A 65FKAIC 600A 480/277V 30 4W ----_T r------T_ -I - - - - - I - - - - - - 7 NEW 150A/3PIT) 35OA/3PI\) 350A/3PI`) 450A/3PI`) i50A/3PI1) 15 A/3P I J -----I-- --- t------ t---- ---- I. ---- I I I I I 4#2/0,1#6G 2•C. 4#1,1#8G. 2"C. I i I I KE°NOTES 0: �I/Ij COORDINATE WITH MANUFACTURING / ( M �M I 1 REPRESENTATIVE FOR SPECIFICATION FOR NEW ' I � r NEW NEW NEW 15OA/3P CIRCUIT BREAKER IN EXISTING EXISTING EXISTING SWITCHBOARD. SEE SHEET E-8 FOR LOCATION. CHILLER CHILLER I PANEL 30KVA PANEL PANEL CH-1 CH-2 I ( i- I H3 48D-120/208V IL3 ME2 T = i 4#12"C. - - - _ J I I 3#6.1#iOG. L 1"C. I L---------1I ---------- I ------------ 1- -II( ----------- -- 1i ------ - - 30A/3P ) SQUAREID - EXISTING "CDP-1" 600A 480/ 277V 30 4W I I S P-2" ARE D - EXISITING "CDI� 400A 120/ 208V 30 4W -- -y-- - - L-- - 10OA/3P ) 200A/3P ) 150A/3P ) 200A/3P ) 150A/3P ) 5OA/3P ) I (( 15OA/3P ) 15OA/3P ) 10OA/3P ) t00A/3P ) 100A/3P ) EXISTING I L---I, ----- /----- I----- J/----- --- �------------ i/-----LI --i'----- i----- i/----- I PANEL I I i i'- I I I 1-- I FJ I_ F_ 1 I_ I_ )- r - F -1 r - 1_ r 1 I_ FEXISTING T -- 1 I_ I- - r 1 r I- I- -I F EXISTINGT -- EXISTING I I EXISTING I ( EXISTING ( I EXISTING I I EXISTING I I PANEL I I I EXISTING I I EXISTING I I I I PANEL PANEL ) I PANEL I I PANEL ( ( PANEL I ) PANEL ) I L-2 i i I PANEL I I PANEL ) I I I "LTA' I I I iC' I I 'H1' I I 'ER1' I I 'H2' I I '2A' I I ( I iD' I I 2B I I I L__J I L__J L__J L__J I L__J MLO L__J___J L�_J L__J L _J MLO L__�__J � � I I I I L_ I_ F � I. r - ) L - EXISTING SELF CONTAINED OFFICE EXISTING I I EXISTING I I EXISTING I PARTITION SYSTEM PANELBOARD. PANEL I I PANEL I ) PANEL I REFER TO FIRST FLOOR RENOVATION 2C I I ME' I I '2D' I PLAN FOR LOCATION. L - - J L-_-1 L_-J ELECTRICAL' PANEL 1L3' SERVICE 120 2QW--3m LOCATION. 2ND FLR ELEC''RM RATING iOOA - MC W MINIMUM BREAKER AIC 14,000 -_. MOUNTING SURFACE LOAD DESCRIPTION KPOLES NOT K0B KPOLES LOAD DESCRIPTION TRIP 0A 08A 0C 0C TRIP R-RECEPTACLE 1ST FUR 20 1 0.90 1 2 1.18 1 20 1 1 R-RECEPTACLE 2ND FLR R-RECEPTACLE 1ST FLR 20 1 0.90 3 4 0.90 20 1 R-RECEPTACLE 2ND FLR R-RECEPTACLE 1ST FLR 20 1 0.90 5 6 0.90 20 T, R-RECEPTACLE 2ND FLR R-RECEPTACLE 1ST FLR 20 1 0.90 7 8 0.10 20 1, R-RECEPTACLE 2ND FUR R-RECEPTACLE 1ST 20 1 1.08 9 10 1.08 20 1 R-RECEPTACLE 2ND FLR R-RECEPTACLE 1ST 20 1 1 1.08 11 12 0.90 20 H R-RECEPTACLE 2ND FLR R-RECEPTACLE 1ST FLR 20 1 0.72 13 14 0.10 20 11 R-RECEPTACLE 2ND FLR R-RECEPTACLE 1ST FLR 20 1 0.72 15 16 0.72 20 i R-RECEPTACLE 2ND FLR R-RECEPTACLE 1S1 P 20 1 0.72 17 18 1.08 20 1 R-RECEPTACLE 2ND FLR R-RECEPTACLE 1ST 20 1 0.54 19 20 1.18 20 1 R-FURNITURE PART. 2ND FLR R-RECEPTACLE 1ST 20 1 0.54 21 22 1.08 20 1'' R-FURNITURE PART. 2ND FLR R-RECEPTACLE 1ST FL 20 1 0.36 23 24 1.D8 20 i R-FURNITURE PART. 2ND FLR R-RECEPTACLE 1ST FLR 20 1 1 0.36 25 26 1.18 20 1 R-FURNITURE PART, 2ND FUR R-RECEPTACLE 1ST FLA 20 1 0.36 27 28 0.36 20 11 R-RECEPTACLE 2ND FLR E-COPIER 1ST FLR 20 1 1 0.72 1291301 1 1 0.72 20 1 1 R-RECEPTACLE 2ND FLR - R RECEPTACLE 1ST FLR 20 1 0.36 3132 1. 0 20 i L-LIGHTING R-RECE ACL PT E 1ST FLR 20 1 0.36 33 34 0,00 20 1 FARE - R RECEPTACLE 1ST FLR 2 0 1 1.08 35 36 0.00 20 '11 SPARE R-RECEPTACLE T CLE P A 1ST FUR 20 1 0.90 37 38 0 20 1 SPARE - P T RECE TACLE 1S- 20 1 0 72 39 40MO.72R M SF-1 20 1 1.00TOTALS 41 420.00 20 1 SPARE 4.68 4.68 5.86 6. 4.68 LOAD CALCULATIONS: CONN. LOAD - KVA D.F. ND - KVA LOADS NOT INCLUDED IN CALCULATIONS:LIGHTING 1.20 1.250 0.00 RECEPTACLES - 1ST 1 KVA 10.00 1.0000 NOTES: 'PROVIDE PANEL WITH ISOLATION GROUND BUS FOR CIRCUITS 26 (G) PROVIDE GFCI BREAKER (L) PROVIDE LOCK -ON DEVICE S PROVIDE SHUNT TRIP BREAKER RECEPTACLES - ABO '10 KVA 17.36 0.508 HVAC 0.00 1.000 MOTORS 1.00 1.000 EQUIPMENT 0.72 1.00 APPLIANCE 1 0.00 1 0.75 0.00 SPARE/SPACE 0.00 1.00 0.00 OTHER 0.00 1.00 I 0.00 PROVIDE: PANEL WITH INTEGRAL SURGE SUPPRESSION. TOTAL KVA AMPS 21.90 60.79 I PANEL H3 SERVICE 277/48OV-30-4W MINIMUM BREAKER AIC 22,000 LOCATION 2ND FLR ELEC RIM RATING 225A - MCB MOUNTING - LOAD DESCRIPTION BKR KVA N0•CKT, KVA BKR LOAD DESCRIPTION TRIP IPOLES OA 08 0C OA I 0B I OC TRIP jPOLESj L-LIGHTING 1ST FUR 20 1 3.20 1 2 6.20 100 3 0-PANEL 10 L-LIGHTING 1ST FLR 20 1 1 1.90 3 41 6.20 0- L-LIGHTING HALL iST FUR 20 1 1 0.38 5 6 1 1 6.20 0- L-LIGHTING 2ND FLR 20 1 2.30 7 8 14.50 '', 100 3 O-PAN€L ME2 L-LIGHTING 2ND FLR 20 1 2.60 9 10 14.50 0- SPARE 20 1 0.00 1112 4.50 0- SPARE 20 1 0.00 13 14 0.00 - 1 SPACE SPARE 20 1 0.00 15 16 0.00 - 1 SPACE SPARE 20 1 0.00 1718 0,00 - 1 SPACE SPARE 20 1 0.00 19 20 0.00 - 1 SPACE SPARE 20 1 0.00 2122 0.00 - 1 SPACE SPARE 20 1 1 0.00 23 24 i 0.DO - i SPACE SPARE 20 1 0.00 125 26 0.00 I - T SPACE SPARE 20 1 0.00 127 28 .00 1 SPACE SPARE 20 1 0.00 29 30 0.00 - i SPACE ✓d� i., -i`. « '+t'` ,' :d,rv. n, l:. r_ , c s+�,, .,Y . t aF l r a v` n M TOTALS w 5.50 ix"n. 'yn4� . Y:3 • r3r' W .,�. T 4.50 0.38 4 � d. '� �= ., ., 20.70 [E's"T$ ,� 20.70 , e , 0.70 t r w 4 %:a .FJ+, ilvld., dy ,-V$.h ,e �: ,;,�A,T i �-'�' ,r r J r z fl l r Yr�y LOAD CALCULATIONS: CONN. LOAD - KVA D.F. CALC. DEMA D - KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING 10.38 1.25 12.9 0.00 RECEPTACLES - 1ST 10 KVA 0.00 1.00 0.00 NOTES: PROVIDE GFCI BREAKER PROVIDE LOCK -ON DEVICE SHUNT TRIPBREAKER RECEPTACLES - ABOVE 10 KVA 0.00 0.50 o.00 HVAC 0.00 1.00kv(S) MOTORS 0.00 1.00 EQUIPMENT 0.00 1.00(G) APPLIANCE 1 0.00 0.75(L) SPARE SPACE 0.00 1.00PROVIDE OTHER 62.12 1'00 62. PROVIDE PANEL WITH INTEGRAL SURGE SUPPRESSION. TOTAL KVA AMPS 72.48 87.18 75.08 90.30 CONSULTING ENGINEERS ORLANI ^ FT. PIERCE ^ W. PALM BEACH 427 CENTER FI CM n SATE IIII ALTAMONTE "MS. FLORMA 327M (" M-5110 FAX (407) 332-7704 203D HAPBORTOMN ORIVE, SITE C FT. PIERCE, FL 34M (407) NN-1155 FAX (407) 06-1164 2669 Ill HILLS BLVD., SUITE 225, MR PALM BEACH, RORMA 334M (407) B6J-9W0 FAX (407) 434-7745 CERTIFICATE OF AUTHORIZATION J8261 ASSOCIATE: INC. w J a p Y Z a w I- m 4J (O Q V) 6) O N N Q o �Mct Z a zo I v 0- Ld Of4T 4A a ° OUI z J N j3 H J Q v LLJ Z V )_ m .. w J a �oz Lf)wM w (o > CL sta LIJ .� U c.� � 4 n Q FRANK RIVER& Illw 427 CENTERPOINTE CIR., SUITE 1825 (/7 ALTAMONTE SPRINGS Fl. 32701 FL RI NO.: 25 q p c, Q 0 F- U LL1 O CY CY O d LL z Z O N_ c C Z © ARA THESE PLANS AND THE INFOORMATIONN S SHOWN HEREIN PRE THE EOLOND @ MCHIECTS, PA AND M PA MO REPRU M IN F DISCLOSURES LY USE , DISCL SU IN MWIE OB M PAYE N CIPR65LY PRO- xBBEO rmxDOr xRrtrEN RRNhSION. NOTED COMM. NO: 031001PS DATE: 03 APRIC 03 BY: GID CH'KD: EMS SHEET NO. /o OF 11 IIx'-2^, 2 F L _.� J f 1( nrxu u�O EXISITiNG TO RELOCATE 4mm r M;r H. l LITKf�3.3rE 'ALE: 1" = 20'-0" KE NOTES 0- 0 EX I ITNG BOLLARD TO BE RELOCATED. SEE SITE PLAN TH SHEET FOR NEW LOCATION. MODIFY EXISTING CO DUIT AND WIRE TO MAINTAIN PREVIOUS OPERATION. ElEX TING PARKING AREA LIGHT FIXTURE TO BE RE DCATED. SEE SITE PLAN THIS SHEET FOR NEW LO ATiON. MODIFY EXISTING CONDUIT AND WIRE TO MA 4TAJN PREVIOUS OPERATION. EXI TING AC COMPESSOR/CONDENSER AND RECEPTACLE TO BE RELOCATED. SEE SITE PLAN THIS SHEET FOR NEW LO ATION. MODIFY EXISTING CONDUIT AND WIRE TO MA NITAIN PREVIOUS OPERATION. E lS� rtxc BOtt pING rnw>r 7 A:U n SCALE: 1" = 20'-0°' a o3 YNOTES El: NEW LOCATION FOR EXISTING BOLLARD. NEW LOCATION FOR EXISTING PARKING AREA LIGHT FIXTURE. NEW LOCATION FOR EXISTING AC COMPRESSOR/CONDENSER AND RECEPTACLE. r� EXISITING TO REMAIN f M"m X �-EXISITING M REMAIN TO GENERAL DEMO NOTES: A. THE CONTRACTOR SHALL VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AND SITE AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSAL SO AS TO BECOME FAMILIAR WITH EXISTING WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE BY DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. IT IS TO BE UNDERSTOOD THAT UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON THE DRAWNGS. COOPERATION WITH OTHER TRADES IN EQUIPMENT ROUTING AS DETERMINED DURING CONSTRUCTION AND AS DIRECTED BY THE ARCHITECT/ENGINEER MAY BE NECESSARY AND IT IS INTENDED THAT SUCH DEVIATIONS SHALL BE CONSIDERED AS PART OF THIS CONTRACT. IT IS ALSO UNDERSTOOD THAT THE PLANS ARE NOT COMPLETELY TO SCALE THIS CONTRACTOR IS TO FIELD VERIFY DIMENSIONS OF ALL EXISTING CONDITIONS, PRIOR TO BID AND INCLUDE ANY DEVIATIONS IN THE CONTRACT. B. ALL DEVICES AND EQUIPMENT NOT SHOWN SHALL REMAIN ACTIVE UNLESS OTHERWSE NOTED. INSTALL AS REWIRED TO MAINTAIN CONTINUITY TO EXISTING DEVICES AND EQUIPMENT THAT REMAIN. C. ALL BRANCH CIRCUIT SHALL BE BELOW GRADE UNLESS OTHERWISE NOTED. D. ALL EQUIPMENT AND MATERIAL REMOVED AND NOT REUSED SHALL BE TURNED OVER TO THE OWNER OR AT THE OWNERS REQUEST DISPOSED OF BY THE CONTRACTOR. E. ALL ELECTRICAL DEVICES THAT ARE REMOVED SHALL BE REMOVED AS DIRECTED BY THE OWNER, AND SHALL BE PATCHED TO MATCH EXISTING OR NEW FINISH. ALL PATCHES SHALL BE PATCHED AS DIRECTED BY ARCHITECT. F. ALL EXISTING ELECTRICAL EQUIPMENT IS NOT SHOWN. IT IS THE CONTRACTORS RESPONSIBILITY TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE IN HIS BID THE REMOVAL OF ALL EQUIPMENT, CONDUIT, CURE, ETC. THAT IS NOT BEING REUSED BACK TO ITS SOURCE. G. ALL CONCRETE AND SAWCUTS AND OTHER GENERAL WORK REQUIRED FOR INSTALLING THE ELECTRICAL SYSTEMS AND TO REPAIR TO 'LIKE NEW CONDITION' TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. (COORDINATE WITH GENERAL CONTRACTOR). ORLANDO • FT. PIERCE ^ W. PALM BEACH 427 CINTERMNTE CMpE, SATE 1VA ALTAMONTE VaNOS, FLO M 32701 (407) 332-5110 FAX (407) 332-7704 24m 14ARB WMM DRIVE, SATE C F. PIERCE FL 34%6 (407) 466-1155 FAX: (407) 466-1164 2669 Fww HILLS BLVD, SUITE m vm PALM a'ACN, FLORIDA 33406 (407) 963-9800 FAX (407) 434-7745 CERTIFICATE OF AIMORIlAT10N 06251 ASSOCIATE.' INC. W J a o y .. a LL3 _Z m � � a co rn o N N Q O ro WMM ® 0 1— a It zo I Z a porn LLIV CL Lo 00 en N V` CL _ 0 r —j Q Z U >- m W J a �oZ O Lc) Lail W w > W I Llj Q FRANK RIVERA. P.E. 4V CENTERPOINTE CIR,, SUITE 1825 V) ALTAMONTE SPRINGS FL 32701 FL REG. NO.: 25 a Q w o q OQM CJQ V q v H U W 3 O LC Q' O IL Li z Z O V! CC FI O © APO '03 THESE PUNS AND THE INFORMATION SHOWN HMEW ME THE PRDPEIM OF EDUMD k DIUM". ARCMIECTS, PA AND REPHOOUCTIONS, DMOSURLS M USE 7119w IN 1NIOIE OR N POT 6 EM'RESSLY PRO- HORED VWX ARD101 PERN651M1. COMM. NO: 031001PS DATE: 03 APRtt 03 BY: GID CH'KD: FA0 SHEET NO. OF 17 UTILITIEIS DEP)k 1:1111gilNW16 z... a =" P i e s".. a 6"-S. 40E., CHOBEE T PIERCE 4LM CITY WEST PALM 8EACH MIAMI KEY WE®T�eo® ,O SAII14TO Ltr's: EE COUNTY, FLORIDA 00 6/' SAINT �LUCI�I COU��- �, I ADMINISTRATION f— AND ANNEX iBUI�D N I 1 I � 3 ---- fmm_ i. _ �PROJECT R-- — ---- i �i LOCATION" I jd s w g i It 1 1 �g P-21 ­_71 { CITY OF r I FT. PIERCE I ? -.._ - .- I m _mm -- — -- --------- — — — -- ---- ----- @ -- — --- — Lj ------- ----- C yr� .. i �. I � R t � a :� .v Q .. ✓ R L1J I .1 I ,......... I Z27 m J (772) 61-2450 Fax: (772) 465-1225 BPRR & FBPE License No: 959 www.lbfh.com © 2003 LBFH Inc. Ol0243CoverOl.dwg VICINITY MAP NOT TO SCALE SHEET INDEX SHEET NUMBER SHEET TITLE/DESCRIPTION t COVER SHEET 2 DEMOLITION PLAN 3 GRADING, PAVING, & STRIPING PLAN 4 TECHNICAL SPECIFICATIONS, DETAILS & NOTES REVISED DATE: 00 FEBRUARY 2003 [ REVISIONS Date: Scale: Design By: Drawn By: Check By-* DATE BY REVISIONS BAR IS EQUAL TO ONE INCH ON ORIGINAL DRAWING 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY CONSULTING CIVIL ENGINEERS, ' LBFH PROJECT No. SURVEYORS & MAPPERS DEMOLITION PLAN SAINT LUCIE COUNTY 01-0243 "Partners For Results, I SHEET INC. Value By Design" ADMIN. & UTILITIES B L D G 2222 Colonial Road, Suite 201, Fort Pierce, Florida 34950 2 OF 4 (77) 461-2450 Fax: (772) 465-1225 BPR & F PE License No: 959 www.lbfh.com i � � o�o2a3PLNAoi.dwg{ GENERAL CONSTRUCTION NOTES: 1. SLOPE SIDEWALK 0.5% AWAY FROM BUILDING TOWARD EXISTING PAVEMENT 2.SLOPE LANDSCAPE AREA AS NECESSARY TO DRAIN FROM EDGE OF I PROPOSED SIDEWALK TO TOP OF PROPOSED CURB. 3. ALL CURBING SHALL BE TYPE "D" UNLESS OTHERWISE SPECIFIED. 4• EXISTING ELEVATIONS ARE BASED ON NAD88. LEGEND TYPE p CUB IN THE LOCATIONS SHOWN ON THE (,PLANS. MATCH EXISTING PROPOSED BUILDING PAVEMENT/ l ° 1Q PROPOSED CONCRETE I I ELEVATIONS (TYP)`//� 0 PROPOSED RESTRIPING AND RESEALING IN EXISTING BUILDING EXISTING ELEVATIONS MATCH EXISTING FIFE) PROPOSED ELEVATIONS /� _ (PROPOSED FINISHED FLOG / 20.10 ✓ / ^ _ . ELEVATIONS TO MATC;S I / L'L / A a ` 20.10 TRANSITION / / °e k EXISTING / s / HANDICAP MP AT 1 1 / 1 2 TRANSITION - HANDICAP / a a MAX SLOPE ° ' / a AMP AT 12:1 1g. MAX SLOPE 20.21 20.21 // 1 - <" F116 1 N. /� ad s6 < o �, / / a_ .d < _e / // a. 4 Q e .a a_ e d -- a "4 .. a 41. a a ..d JI as d x k °e � e� ,k .d B`69 '° a—a--yd e—.� A •,w 9, a a a. a ed � a y�S.I a�'I � °ol � ep. � _Q a �_.,. i .�d ^9 �LZaLtiL _ k ro _ ��. 14 cn e?° a952�� 2y �Zh e 9 11 SF 11 2 .12. 1 .sF rsF �1 —5F" SF sue` FROM 8 BUILDING 9 E: III ' iislwi � l�illflli NSTALL ONE- ' ••� 'J f sa•. STRIPEONE e- a s _a i — E 0 t b �e I a'� E a I i o � o � M N \ a \ Q 2003 LBFH Inc. / / /. Y Z/__Z /-- Z :.t2.0' OVERHANG AREA NO LANDSCAPING IN AREA (SOD ONLY) ONSTRUCT 6" CURB AROUND EXISTING INLET FOR DRAINAGE AND SLOE CONCRETE BASIN TO DRAIN INTO EXISTING BASIN XISTING INLET TO REMAIN Date: Scale: Design By: Drawn By: Check By EFM — EFM - BAR IS EQUAL TO ONE INCH ON ORIGINAL_ DRAWING 0 monsomomm 1 ADJUST ALL SCALED DIMENSIONS ACCORDINGLY 3 a w q N Y g� �'33 prvrn w>f53 gg 16 1" VERTICAL CNTROL NOTES: ELEVATIONS ER PROVIDED BY LBFH, INC. IN NAD88 VERICAL DATUM. ALL ELEVATIONS SHOWN REFERENCE THE EXISTING FINISHED FLOOR ELEVATIONS AND ARE GRADED ACCORDINGLY. THE PROPOSED BUILDING ADDITION SHALL MATCH THE EXISTING FINISHED FLOOR ELEVATIONS. CONTRACTOR SHALL CONFIRM THESE ELEVATIONS IN (THE FIELD PRIOR TO CONSTRUCTIO . GENERALLY, IT IS THE INTENT OF THIS PLAN TO GRADE TO PROPOSED SIDEWALKS FROM THE EXISTING FINISHED; FLOOR TOWARD THE EXISTTNG PAVEMENT. CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT AND CONSTUCT 6-INCH n n RES 1 19 . V W\ 2.0' OVERAN AREA NO LANDSCAPING IN AREA (SOD ONLY) a ,, EFM � ADD FILL IN BETWEEN PROPOSED Q� 93� EFM — —� EFM CURB AND EXISTING BERM AND ADD FILLAND GRADE EXISTING f GRADE LANDSCAPE AREA TO o I g10 DRAIN TOWARD ARKING LOT e � LANDSCA E AREA TO DRAIN I M EF I TOWARD 3RAKING LOT �' EFM'-- __-- - ----_EFM --—EFM — -----II-- _— — — — — — — — EFM --I---- - — EFM _ - — — EFM — __ — — — — — E (STING SIDEWALK I M --- _ I ATCH EXISTING El EFM I— _ i FM — — - SIDEWALK ELEVATION — — — — — E _ ELEV ON — — — CONSULTING CIVIL ENGINEERS, ( LBFH PROJECT No: &M sPart�RSFor Res�Rs PAVING, GRADING, SAINT LUCIE COUNTY ol_ 0243 INC. Value By Design" SHEET AN MIN L ADMIN. 2222 Colonial Rood, Suite 201, Fort Pierce, & DRAINA GE. Florida 34950 UTILITIES B L D G 3 4' (772) 461-2450 Fax: (772) 465-1225 BRR & FBPE (License No: '959 www.lbfh.com OF %010243PLNAOt.dwg I E 0 I M 0 0 0 TYPE 1 CONCRETE 2 R. (PER FDOT SPECS) SPHALT OD 4 w ......F.�.�.�SUBGRADE , 1 or SECTIO VIEW 1 -SAW CUT CONITRACTIO JOINTS ON 10' CENTERS MAX, WITHIN 48 HOURS AFTER POURINI, CURB. 2. ALL MATERIALS AND C DINISTRUCTION SHALL BE IN ACCORDANCE WITH FDOT SPECIFICA IONS SECTION 520 AND FDOT ROADWAY & TRAFFIC DESIGN STANDARDS INDEX NUMBER 300. FDOT INDEX 300 IM '1h sr CURB SCALE: 1" = 1' MATCH EXISTING TYPE AND DEPTH--,, OF ASPHALT TO 1 %" MAXIMUM, INCLUDING FRICTION COURSE. PROPOSED 6" COMPACTED LIMEROCF BASE COURSE (98% OF MAXIMUM) PROPOSED 8" STABILIZED SUBGRADE (FB) = 75) COMPACTED TO 98% OF MAXIMUM DENSITY PER T-180 (TYP) POST (OPTIONS: 2" X 4" OR 2.5" WOOD, STEEL MIN. DIA. 1.33 LBS/FT. MIN.) m O 0 1- x 0 O co P M 2003 LBFH Inc. "I T'� IF SAWCUT BACK OF TRAFFIC STRIPE EXISTING PAVEMENT \-EXISTING BASE OPTIONAL POST----. POSITIONS FILTER FABRIC (IN CONFORMANCE WITH EC. 985 FDOT SPEC. NATURAL GROUND PRINCIPLE POST POSITION (CANTED 29 TOWARD FLC _.----FILTER FABRIC SILT FLOW ELEVATION - SECTION EROSION CONTROL SILT FENCE DETAIL N.T.S. SIDEWALK FLUSH WITH PAVEMENT WITHIN -LIMITS OF HANDICAP ZONE CONCRETE WHEELSTOP TYP. ( ) ' 6 5' 6 BACK B SIDEWA 12:1 2' 12:1 �I 0 WHEEL 4" WIDE PAINT STOP STRIPES O 1II2"O..C.. spy LJ° u u BLUE STRIPING( ALL H.C. STALLS 1ANDICAP SIGNFDOT NDEX 17355 FTP-25 AS MODIFIED) TYPICAL :ACH ACCESSIBLE SPACE 4" WIDE WHITE P TNT D STRIPING PARKING BY A E .DISABLED PERMIT ONLY a r r PENALTY FOR \-LEGAL USE $250.00 IOUBLE STRIPE SPACING FDOT INDEX 17358 5' HIGH HANDICAP SYMBOL CENTERED IN STALL (BLUE PAINT) *ir wrn [ "♦ / " T%Tam♦TT I, DATE I BY I REVISIONS J Date: Scale: Design By: Drawn By: Check By' PAVING IMPROVEMEI TS TECHNICAL SPECIFICATIONS I. • R E OR OYISNM 0 THE DRAWINGS OR SPEC11FICAIRM ALL PAVED AREAS SHALL BE CONSTRUCTE AS SHOWN ON SECTIONS ND IN CONFORMANCE WITH THE CITY OF PORT ST. SHOULD ANY TEST FAIL TO MEET THE SPECIFICATIONS AS SHOWN HEREIN, THE CO CORRECT ALL DEFICIENT WORK AND SUBMIT LABORATORY TEST RESULTS SHOWING TRA COMP OR SHALL, AT HIS OWN EXPENSE, PRIOR TO INITIATION OF THE WORK, THE CONTRACTOR SHALL CHECK DIMENSIONS, GRADES AND ELEVATIONS SHOWN ON THE LANCE WITH THESE SPECIFICATIONS... DRAWINGS AND ESTIMATED QUANTITIES OF WORK TO ASSURE HIMSELF THAT THEY ARE CORRECT AND THAT THE WORK CAN LUCIE ENGINEERING DEPARTMENT. BE ACCOMPLISHED AS INTENDED. THE CONTRACTOR SHALL TAKE NO ADVANTAGE OF ANY APPARENT ERROR OR OMISSION. EROSION CONTROL MEASURES MICH HE MIGHT DISCOVER, BUT WALL IMMEDIATELY NOTIFY THE ENGINEER WHO WILL THEN MAKE SUCH CORRECTIONS AND SlA0RA0Fi A. SUBGRADE SHALL BE COMPACTED TO 98 OF MAXIMUM DENSITY. AS ETERMINED BY AASHTO T-180, AND STABILIZED TO A ALL AREAS. DISTURBED BY CONSTRUCTION SHALL'. BE SODDED AS PREVIOUSLY.SPE IFIED. ON THE PLANS. THE CONTRACTOR INTERPRETATIONS AS HE DEEMS NECESSARY TO REFLECT THE ACTUAL SPIRIT AND INTENT OF THE DRAWINGS AND SPECIFICATIONS. MINIMUM FBV OF 75 PSI. SUBI RAT SHA BE THOROUGHLY ROLLED�IN ITS. ENTIRETY WITH A PNEUMATIC -TIRED ROLLER SHALL BE RESPONSIBLE FOR ESTABLISHING A STAND OF GRASS SUFFICIENT TO PREVENTEROSION. SILT FENCE, HAY BALES, BEFORE ANY FIELD INSPECTION IS MADE. AND TURBIDITY BARRIERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT INDEX 1 2 AND 103.. SGIL ATE gU&-f11PFACE COIg1IpIRk THE CONTRACTOR SHALL SUBMIT AN EROSION CONTROL PLAN FOR APPROVAL BY E ENGINEER PRIOR TO THE IT IS 1 E SOLE AND EXCLUSIVE RESPONSIBILITY OF THE CONTRACTOR TO; & CONCRETE PAVEMENT: CONCRETE PAVEMENT SURFACE COURSES ALL BE FIBER REINFORCED' CONCRETE WITH A 28 DAY COMPRESSIVE STRENGTH PRE -CONSTRUCTION MEETING. 1: PUCE HIS OWN INTERPRETATION ON ANY AND ALL SOIL AND SUB -SURFACE DATA PORTRAYED ON THE DRAWINGS; OF 3,000 PSI. SUBGRADE SHALL BE MOIS ENED AS REQUIRED TO PROVIDE A UNIFORM DAMPENED SURFACE AT THE TIME A. IODO CONCRETE IS PLACED. CONTRACTION JOINT SHALL BE CONSTRUCTED RUE TO LINE WITH FACE PERPENDICULAR TO. SOD SHALL BE PLACED IN CONFORMANCE TO FOOT SECTION 575 AND 981 AND FDOT INDEX 100, AS APPLICABLE, REFER TO 2;. PERFORM HIS OWN SOIL AND SUB -SURFACE INVESTIGATION TO DETERMINE THE NATURE, CHARACTER, .LOCATION AND SURFACE OF PAVEMENT, JOINTS SHALL B PROVIDED IN BOTH THE.. LONGITUDINAL AND TRANSVERSE DIRECTIONS AT A THE. PLANS FOR THE LIMITS OF THE AREAS TO BE SODDED. IN ADDITION, ALL DISTURBED AREAS NOT SHOWN TO BE SEEDED EXTENT OF ALL SOIL AND SUB -SURFACE CONDITIONS THAT MAY AFFECT HIS WORK; AND MAXIMUM SPACING OF 18 FEET. DEPTH 01 CONTRACTION JOINTS SFIAAL�-'. BE NO GREATER THAN 1/4 NOR LESS THAN 1/5 AND MULCHED SHALL BE SODDED. SOD SHALL BE CERTIFIED FREE OF SODA APPLIES N JOINTS 'SHALL BE FORMED BY SAWING, PREMOLDED INSERTS OR HAND TOOL. LISTED IN THE ST. LUCIE COUNTY SPECIFICATIONS. PAYMENT. FOR SOD SHALL BE ON AND A OTHER NUISANCE SPECIES AS SQUARE YARD BASIS 3. INCLUDE IN HIS CONTRACT PRICE CONSIDERATIONS FOR ALL WORK NECESSARY TO ASSURE THAT THE SOIL AND OF THE PAVEMENT THICKNESS. COMRACTI JOINTS MUST BE COMPLETED BETWEEN F R AND EIGHTEEN HOURS AFTER CONCRETE HAS BEEN PLACED. EXPANSION N SUB -SURFACE CONDITIONS WILL MEET THE REQUIREMENTS OF THE SPECIFICATIONS AND THE APPLICABLE REGULATIONS AND JOINTS SHALL BE PLACED BETWEEN THE ROPOSED. PAVEMENT AND OTHER RIGID STRUCTURES SUCH AS DRAINAGE INLETS. S SEEDING AND MULCHING SEEDING AND MULCHING SHALL BE CONDUCTED IN CONFORMANCE TO FDOT SECTION SHALL 57 CONDITIONS OF THE CITY OF FORT PIERCE, THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT, THE FLORIDA DEPARTMENT AND SECTION 981 THROUGH 983. OF ENVIRONMENTAL PROTECTION, AND THE DESIGN & DRAWINGS. AND EXISTING CONCRETE SLABS. NEXPAN N JOINTS SHALL BE 1/2"WIDE AND FILLED WITH A PREFORMED EXPANSION REFER TO THE PLANS FOR THE LIMITS OF THE AREAS THAT SHALL BE SEEDED AND MULCHED. PAYMENT .FOR SEEDING, JOINT FILLER, CONFORMING TO AASHTO M 213, AND'A JOINT SEALING. COMPOUND, CONFORMING TO AASHTO M-173, A. FERTILIZING AND MULCHING SHALL BE ON A SQUARE YARD BASIS. THE WORK PRE ON COiFEREML* CONSTRUCTION JOINT SHALL BE USED IF IF POSSIBLE, THE CONSTRUCTION JOINT S ONCRETE PLACEMENT IS INTERRUPTED LONG ENOUGH TO CAUSE A COLD JOINT. OULD BE (PLACED AT THE LOCATION OF A PLANNED CONTRACTION JOINT. THE AFTER THE AGREEMENT HAS BEEN AWARDED, THE ENGINEER SHALL CALL A PRE -CONSTRUCTION CONFERENCE CONSTRUCTION JOINT SHALL BE FORMED C. SLY FENCE: Y EITHER A SEMICIRCULAR KEYWAY 2" DIAMETER OR 14" LONG 6" DOWELS SILT FENCE SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT INDEX 102. PAYMENT OR SILT FENCE SHALL BE ON A PRIORI TO INITIATION OF THE WORK AT A PLACE DESIGNATED BY HIM TO REVIEW THE CONSTRUCTION ASPECTS OF THE OR BE BETWEEN THE ENGINEER AND THE CONTRACTOR. THE CONTRACTOR SHALL PRESENT HIS PROJECT. THE MEETINGWORKIWILLNG PLACED ACROSS THE JOINT 12" ON CENT R. FINISH OF CONCRETES ALL BE A UNIFORM, GRITTY, NON -SUP SURFACE, LINEAR FOOT BASIS. !, TENTATIVE DETAILED WORKING SCHEDULE FOR THE PROJECT THAT THE ENGINEER MAY REVIEW IT. ADDITIONALLY, WILL BROOM FINISHED WITH A COARSE BROOM 0 PROVIDE A NON-SKID SF{IIRFACE JUST BEFORE THE WATER SHEEN DISAPPEARS. BY THE OPPORTUNITY TO HAVE ANY QUESTIONS MAY HAVE ON THE WORK H AFFORD THE CONTRACTOR U NO WATER SHALL BE ADDED TI THE SUR CE TO ASSIST FINISHING OPERATIONS. NO STEEL TROWEL OR OTHER TOOLS WILL li MISCELLANEOUS VENTS UNTIL PROCECLARIFED H ENGINEER. NO WORK UNDER THE AGREEMENT SHALL BE COMMENCED UNTIL AFTER .THE NOTICE TO PROCEED HAS BEEN R BE USED TO DEVELOP A SLICK SURFACE. MECHANICAL INJURY FOR AT LEAST THREE CONCRETE SHALL BE CURED 13Y PROTECTING IT AGAINST LOSS OF MOISTURE AND DAYS AFTER PLACEMENT. A! LIQUID CURING MEMBRANE, TRANSLUCENT WITH A RECORD 11FORMA7I0ift UPON COMPLETION OF THE WORK, BUT PRIOR To SUBMITTAL OF THE REQUEST FOR FINAL ISSUED. PAYMENT, THE CONTRACTOR FUGITIVE DYE AND CONFORMING TO AASH BEEN COMPLETED. READY -MIXED CONCRE1 M-148, SHALL BE APPUED IMMEDIATELY AFTER THE FINISHING OPERATION HAS SHALL CONFORM TO AASHTO M-157. THE SLUMP OF THE CONCRETE SHALL BE SHALL OBTAIN AND SUBMIT RECORD INFORMATION TO THE OWNER. DRAWINGS SHALL BE SIGNED AND SEALED BY A ESTIAM OUANiITIM THE QUANTITIES THAT HAVE BEEN ESTIMATED FOR VARIOUS ITEMS OF WORK ARE ONLY ESTIMATES, AND MAY NOT REFLECT BETWEEN TWO AND FOUR INCHES, NO W TER SHALL BE ADDED TO THE CONCRETE TO INCREASE WORKABILITY. REGISTERED LAND SURVEYOR. ALL THE ITEMS OF WORK OR THE FINAL QUANTITIES NEEDED TO COMPLETE THE PROJECT. THESE QUANTITIES ARE SUBJECT TO THIS. INFORMATION SHALL INCLUDE THE FOLLOWING: INCREASE OR DECREASE BY THE OWNER TO MAKE THEM CONFORM TO THE PROGRAM OF WORK SELECTED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DO ALL WORK AND TO FURNISH AND INSTALL ALL IMPROVEMENTS SHOWN ON THE ii,, lUtiACE 1) FINAL LOCATIONS, BY REFERENCE TO COMPLETED IMPROVEMENTS, OR OTHER ACCEPTABLE MEANS, OF ALL UNDERGROUND DRAWINGS, WHETHER THEY ARE SHOWN IN THE ESTIMATED QUANTITIES, OR WHETHER THE FINAL QUANTITIES ARE MORE OR , THE TYPICAL PAVEMENT SECTION FOR THEVEHICULAR PARKING AND TRAVEL AREAS WITHIN THE PROJECT BOUNDARY SHALL OR SUBMERGED IMPROVEMENTS; L��E�S-S-LH-AN THOSE QUANTITIES ESTIMATED. BE: 1.5-INCH OF ASCE TYPE S-III ASPH TIC CONCRETE W/ 8-INCHES OF COMPACTED CONQUINA OR'LIMEROCK BASE AND 11) THE ELEVATIONS OF PERTINENT POINTS IN Ti DRAINAGE, WATER AND WASTEWATER SYSTEMS; IomOittAL AND VERTICAL CONTROL: 12-ICES OF COQUINA OR LIMEROCK STA 3ALIZED SUBGRADE. PRIME. OAT AND TACK COAT FOR BASE COURSES AND III) ACTUAL CONSTRUCTED. PIPE LENGTHS, SLOPE$ AND INVERTS; THE CONTRACTOR SHALL CONSTRUCT THE REQUIRED IMPROVEMENTS IN THE LOCATION SHOWN ON THE DRAWINGS, AND SHALL BETWEEN LIFTS OF ASPHALT SHALL CONF RM TO THE REQUIREMENTS OF SECTIONS 300-1 THROUGH 300-7 OF FDOT IV) ALL REVISIONS TO THE ORIGINAL PLANS; USE AS HORIZONTAL CONTROL POINTS THE PARCEL CORNERS, SO LABELED, AND BENCHMARKS NOTED AT THE SITE FOR USE SPECIFICATIONS. PRIME COAT SHALL BE PLIED. AT A RATE OF 0.251GALLONS PER SQUARE YARD AND TACK COAT AT A V) ALL INFORMATION NECESSARY TO LOCATE AND OPERATE THE IMPROVEMENTSCONSTFUCTED UNDER THIS AGREEMENT. IN ESTABLISHING THE NECESSARY ELEVATIONS AND GRADES. THE TOPOGRAPHIC SURVEY AND CONTROL POINTS FOR THIS RATE OF 0.10 GALLONS PER SQUARE YA UNLESS A VARIATION RATE IS APPROVED BY THE ENGINEER. PROJECT WERE PROVIDED BY LBFH, INC. THE CONTRACTOR SHALL COORDINATE THE CONSTRUCTION, SO THAT THE ENGINEER'S REPRESENTATIVE IS PRESENT AND CAN i TYPE S-3 SURFACE COURSE SHALL BE AS SPECIFIED IN FOOT SECTION 331. CONFIRM THE RECORD INFORMATION AS FOLLOWS: ELEVATIONS SHOWN ON THE PLAN ARE IN NAD88 AND ARE ALL RELATIVE TO THE EXISTING FINISHED FLOOR ELEVATIONS. NEW THE FINAL LOCATION, BY REFERENCE TO AT LEAST TWO COMPLETED VISIBLE IMPROVEMENITS OR OTHER PERMANENT POINTS, SIDEWALKS ARE GRADED FROM THESE FINISHED FLOOR ELEVATIONS TO THE EXISTING PAVEMENT AND CURB ELEVATIONS AS OF ALL PAVING, DRAINAGE, WATER DISTRIBUTION SYSTEM AND WASTEWATER COLL CTION SYSTEM ELEMENTS. SHOWN ON THE PLANS. D. TYPE wD` CUIBa CONCRETE TYPE "D" CURB SHALL BE CO ISTRUCTED AS PER FOOT SLTION 520 AND SHALL. BE BUILT TO THE TYPICAL PAYMENT FOR RECORD DRAWINGS SHALL BE ON.A LUMP SUM BASIS, ATM OFWORKWITH THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OR IMPROVEMENTS OF OTHERS WITH REGARD TO NEW SECTION SHOWN ON THE PLANS I. CONSTRUCTION, OR FOR THE NEED OF REMOVAL, RELOCATION OR ALTERATION OF EXISTING FACILITIES. THIS INCLUDES, BUT L CURB RAMPS IN LO SfONIWA7FR YAMAG�IT SYSTEIIi ATIONS SPECIFIED ON THE !PLANS AND iN ACCORDANCE WITH FDOT INDEX 304, 1) LOCATION, GRATE ELEVATION, INVERT ELEVATIONS AND OTHER DATA FOR ALL STRUCTURES; IS NOT LIMITED TO. ST. LUCIE COUNTY, CITY OF FORT PIERCE, SOUTHERN BELL, CABLE AND GAS COMPANIES, AND THEIR CURB RAMPS SHALL BE INSTALLED AND THE FLORIDA ACCESSIBILITY CODE F R BUILDING CONSTRUCTION EDITION). II) HIGH POINT, LOW POINT, AND CENTERUNE OF. ALL SWALES; i CONTRACTORS, SUBCONTRACTORS, OR AGENTS. F. PAVER BACK SI ((LATEST III) AREAS AND TYPICAL SLOPE SECTIONS OF ALL DETENTION AREAS. STANMMS MR QUALM AND VANNOIANSHLO: ALL MATERIALS, EQUIPMENT AND SUPPLIES FURNISHED BY THE CONTRACTOR FOR PERMANENT INCORPORATION IN THE WORK PAVER BRICK INSTALLED PER MAN FACTURER: SPECIFICATIONS IN . THE LOCATIONS SHOWN ON THE PLANS. IN. PAVING AND DRADIM SHALL BE NEW AND OF QUALITY TO THE STANDARDS SPECIFIED, WORKMANSHIP SHALL BE FIRST-CLASS AND THE FINISHED 1) TOPOGRAPHIC SURVEY INFORMATION TO DEFINE .DRAINAGE BASINS AND DRAINAGE FL W DIRECTION; PRODUCT EQUAL TO THE BEST -ACCEPTED STANDARDS OF THE TRADE FOR THE CATEGORY OF WORK PERFORMED. Q. SOD: SOD SHALL BE PLACED IN CONFORMANC TO FDOT SECTION 570, 57 AND 981. SOD SHALL BE CERTIFIED AS FREE OF IL) LOCATION AND ELEVATION OF HIGH AND LOW POINTS IN ROADWAYS, ASPHALT AREA AND CONCRETE AREAS; AM WATUb SODA APPLE. C. WAS & ��_ ALL ARRANGEMENTS ND COSTS FOR TEMPORARY POWER AND WATER DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY A FLORIDA PROFESSIONAL LAND SURVEYOR SHALL CERTIFY THE RECORD INFORMATION. OCATIONS SHALL BE MADE BY OF THE. CONTRACTOR, H. STIPM MATERIALS AND CONSTRUCTION METHODS OR APPLYING PAINTED TRAFFIC STRIPES. AND .MARKINGS SHALL CONFORM TO THE REFERENCE TO CENTERLINE STATIONING AND OFFSET, NORTHING & EASTNG WITH PAINT SHALL BE APPLIED IN ALL LOCATIONS MEANS ACCEPTABLE TO THE OWNER. THE INFORMATION SHALL BE SUBMITTED ON ENCI-MARK A CLEAN .REFERENCES OR BY OTHER SET OF CONSTRUCTION DRAWINGS, THE WORK: REQUIREMENTS OF SECTION 710 AND 71 SHOWN ON THE PLANS. CROSSWALK STRI FOOT. SPECIFICATIONS. TRAFFIC ING MINIMUM WIDTHS SHALL CONFORM TO FOOT INDEX 17346. FOR CROSSWALKS WHICH CAN BE OBTAINED FROM THE ENGINEER.'' AT THE ELECTION OF THE OWNER, THE OWNER'S ENGINEER OR ENGINEER'S APPOINTED EMPLOYEE MAY OBSERVE THE PROGRESS AND QUALITY OF THE WORK. NO OBSERVER IS AUTHORIZED TO CHANGE ANY PROVISIONS OF THE SPECIFICATIONS. INSIDE THE LIMITS OF THE PARKING AR A MINIMUM WIDTH OF 6 FEET SHALL BE USED. WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF THE OWNER'S ENGINEER, NOR SHALL THE PRESENCE NOR ABSENCE OF. AN I. 4?' THICK CONCRETE SDEWAIND OBSERVER RELIEVE THE CONTRACTOR FROM ANY REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, OR PERMITS. THE SHALL BE BUILT AS SHOWN ON CONSTR TION PLANS.. CONTRACTOR SHALL CONSTRUCT 4" COMBINATION CURB AND CONTRACTOR SHALL GIVE THE ENGINEER & APPLICABLE AGENCY REPRESENTATIVE A MINIMUM OF 48 HOURS NOTICE PRIOR TO ANY REQUIRED INSPECTIONS, AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THE SIDEWALK AS SHOWN ON THE PLANS. COMPLETED WORK. IN ADDITION TO THE INSPECTION REQUIREMENTS STATED IN THE CITY OF FORT PIERCE AND FPUA SNNNAGE: y COAL �ITiOA1C SUPPLEMENTAR N N S SPECIFICATIONS, PREVIOUSLY REFERENCED, THE FOLLOWING MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS SHALL BE THE CONTRACTOR SHALL PROVIDE ALL M T 1- R 1 ERIALS AND LABOR NEEDED TO INSTALL ALL SIGNS AS SHOWN ON THE PLANS. ADHERED T0, AND THE CONTRACTOR SHALL NOTIFY THE ENGINEER FOR INSPECTION:(561) 461-2450. MATERIALS AND CONSTRUCTION METHODS UNIFORM TRAFFIC CONTROL DEVICES, FLO HALL CONFORM TO SECTION 700, FDOT SPECIFICATIONS, THE MANUAL OF GENERAL CONDITIONS IDA DEPARTMENT OF TRANSPORTATION STANDARDS AND SEBASTIAN REQUIREMENTS. 1. PRIOR TO ANY SIGNIFICANT DEVIATION FROM THE DRAWINGS STOP SIGNS, HANDICAP SIGNS AND DO N ACCORDANCE WITH FDOT INDEX 11860. T ENTER SIGNS SHALL BE .INSTALLED AS SHOWN ON THE PLANS AND IN SCOPE OF WORKi IT IS THE OBJECTIVE OF THESE DOCUMENTS TO ASSURE THE TOTAL COMPLETION THE CIVIL ENGINEERING SITE WORK THAT 2. PRIOR TO BACKFILUNG TRENCHES CONTAINING HYDRAULIC CONDUITS, SO THAT JOINTING MAY BE INSPECTED; THE CONTRACTOR SHALL RETAIN THE SEP CES OF AN INDEPENDENT TESTING LABORATORY OR LABORATORIES TO IS REASONABLY REQUIRED TO PROVIDE FOR FUNCTIONAL, OPERABLE AND EFFICIENT D AINAGE, BUILDING ADDITION, AND CONDUCT ALL REQUIRED TEST ON SUBGR .APPROVED DE, BASE AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED SIDEWALK IMPROVEMENTS FOR THE "ST.LUCIE COUNTY UTILITIES DEPARTMENT BUILDINGADDITION" PROJECT. 3. UPON COMPLETION OF SUBGRADE COMPACTION; PRIOR TO ANY REQUEST FOR PAYMENT 0 ITEMS LISTED ABOVE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT, TOOLS, Sk INCIDENTALS NECESSARY TO CONSTRUCT THE GRADING, PAVING, AND DRAINAGE I PERM( PRO 3ION, TRANSPORTATION AND MENTS IN ACCORDANCE WITH THE 4, CONCRETE PLACEMENT FOR CAST -IN -PLACE STRUCTURES, APPROACHES, AND CURBING; SHOULD ANY TEST FAIL TO MEET SPECFY ATIONS AS SHOWN HEREIN,i THE CONTRACTOR SHALL AT HIS OWN EXPENSE PROVISIONS SET FORTH IN THESE SUPPLEMENTARY CONDITIONS, SPECIFICATIONS AND DRAWINGS, ENTITLED: "CONSTRUCTION 5. UPON COMPLETION OF CONSTRUCTION FOR FINAL INSPECTION WITH THE CONTRACTOR OR HIS REPRESENTATIVE; CORRECT ALL DEFICIENT WORK AND SUB T LABORATORY TEST RESULTS SHOWING COMPLIANCE WITH THESE SPECIFICATIONS. PLANS AND SPECIFICATIONS FOR SLLUCIE COUNT UTILITIES DEPARTMENT BUILDING", CONSISTING OF 4 SHEETS AND ISSUED L. JANUARY 2003. THE PLANS HAVE BEEN PREPARED BY LBFH, INC., CONSULTING ENGINEERS. EXISTING UTIUIES AND STRUCTURE& K. STAKAOEs STANDARD COLOR STAKING FOR UNDERG UND FACILITIES SHALL BE ADHERED TO: LOCATION: THE WORK IS LOCATED AT THE ST. LUCIE COUNTY ADMINISTRATION CAMPS IN ST. LUCI EXISTING UTILITIES, STRUCTURES AND FACILITIES SHOWN ON THE DRAWINGS WERE LOCATED AS ACCURATELY AS POSSIBLE COUNTY, FLORIDA .AND CONSISTS OF fROM�' THE RECORDS EXAMINED AND TO A LEVEL OF ACCURACY PROPORTIONAL TO THE INFORMATION PROVIDED. N0. ') YELLOW GAS, SOIL, PETROLEUM AND THER HAZARDOUS LIQUIDSIOR GASEOUS MATERIALS APPROXIMATELY 0.1 ACRES. GUARANTEE IS MADE THAT ALL EXISTING FACILITIES ARE SHOWN OR THAT THOSE THAT ARE SHOWN ARE ENTIRELY ACCURATE:. - THE CONTRACTOR SHALL ASSURE HIMSELF OF THE ACTUAL LOCATION OF ALL UTILITIES, STRUCTURES OR FACILITIES PRIOR TO RED ELECTRONIC POWER LINE 0 CONDUITS PERM AND UCEN CM PERFORMANCE OF ANY WORK IN THE PROJECT OR WITHIN THE PROJECTS VICINITY. THE UTILITY COMPANIES OR UTILITY ORANGE COMMUNICATION LINES OR T TO TELEPHONE TELEGRAPH FIRE SIGNALS CONSTRUCTION PERMITS FOR THE OWNER AND ENGINEER HAVE OBTAINED CERTAINELEMENTS ABLES, INCLUDING BUT LIMITED , OF THE PROJECT WORK. THE AGENCIES WILL CO-OPERATE NTH THE CONTRACTOR IN LOCATING UNDERGROUND UTILITIES THAT MAY BE SUBJECT TO ' CABLE N; CIVIL DEFENSE, D ELECTRONIC CONTROLS AA, DESIGN AND CONSTRUCTION REQUIREMENTS OF THE PROJECT REFLECT CONSTRAINTS LS PERMITS. THESE PERMITS INCLUDE CONSTRUCTION PERMITS FROM THE SOUTH FL AND R IDA CONDITIONS IMPOSED BY THESE DAMAGE O INTERRUPTION SERVICES DURING THE CONTRACTOR'S OPERATIONS. PRIOR TO THE START OF THE WORK,. THE WATER MANAGEMENT DISTRICT, AND ST. CONTRACTOR SHALL REQUEST EACH UTILITY AGENCY TO ADVISE HIM OF THE EXISTENCE AND LOCATION OF THEIR FACILITIES IN BLUE WATER BL ALL CONSTRUCT SHALL ALL WORK AND SHALL R LT. LUCIE COUNTY. THE CONTRACTOR HE PROJECT IN ACCORDANCE WITH THE VICINITY OF THE PROJECT. H M AN APPROVALS COPIES OF WHICH ARE THE REQUIREMENTS OF THESE PERMITS D I A AVAILABLE FOR HIS REVIEW AND USE FROM BLE E GREEN STORM AND SANITARY SEW ADDITIONALLY, THE CONTRACTOR SHALL SECURE R UPON REQUEST,CONTRACTOR'S S INCLUDING FORCE'MAIN AND OTHER NON HAZARDOUS MATERIALS THE ENGINEER, QU LICENSES REQUIRED TO COMPLETELY PERFORM THE WORK REQUIRED BY THE PROJECT ALL PERMITS, APPROVALS OR ER WORK ERM S THE OWNER WILL ASSUME NO LIABILITY SUSTAINED OR COSTS INCURRED BECAUSE OF THE AT9ILITY FOR DAMAGES SUST ED AND HE SHALL PERFORM THE WORK IN OPERATION IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, OR TO THE TEMPORARY BRACING AND SHORING OF LAVENDER IRRIGATION STRICT ACCORDANCE WITH THOSE PERMITS, APPROVALS, OR LICENSES. SAME. IN THE EVENT THAT. IT IS NECESSARY TO SHORE, BRACE OR SWNG A UTILITY, THE UTIUTY COMPANY OR DEPARTMENT - AFFECTED SHOULD BE CONTACTED AND THEIR PERMISSION SECURED, IN WRITING, AS TO THE METHOD USED FOR ANY SUCH .L RESEALM REFERENCE TO OILER DOCUIt1M WORK. CONTRACTORS SHALL FOLLOW GUIDELINES ROM AMERICAN ASSOCIATIO of STATE HIGHWAY and TRANSPORTATION OFFICALS FOR BREVITY, REFERENCE MAY BE MADE TO OTHER SPECIFICATIONS OR DOCUME YS, ICH WILL BE USED TO SPECIFY OR (AASHTO). AND ST. LUCIE COUNT STAN RDS. CONTROL THE MATERIALS PLACED IN AND AS PART OF THE WORK, THE CONSTR CTION METHODS TO BE USED, THEPAS,, OF DAMAGED 17�IC110165 OR unurim TOLERANCES THAT WILL BE ACCEPTABLE, AND CONTRACTUAL OR LEGAL OBUGATI NS. THE SPECIFICATIONS OR DOCUMENTS IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TO REPAIR, REBUILD OR RESTORE TO ITS FORMER CONDITION, .ANY SHALL INCLUDE: THOSE TO ' AND :ALL PORTIONS OF EXISTING UTILITIES, STRUCTURES, EQUIPMENT, APPURTENANCES OR FACILITIES, OTHER THAN BE PAID FOR UNDER. THIS CONTRACT, WHICH MAY BE DISTURBED OR DAMAGED DUE TO THIS CONSTRUCTION OPERATION. THIS 1."STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT," 1983 EDITION, PREPARED BY THE ENGINEER'S JOINT ADDITIONAL WORK SHALL BE DONE AT NO COST TO THE OWNER. - CONTRACT DOCUMENTS COMMIT PUBLISHED BY THE NATIONAL SOCIETY CIF' PR FESSIONAL ENGINEERS. REFERENCE SHALL BE MADE: "GENERAL CONDITIONS." SHALL I 11 FINAL CLEANUP. 2. "FLORIDA DEPARTMENT OF TRANSPORTATIONISTANDARDSPECIFICATIONS FOR FOAD AND BRIDGE CONSTRUCTION," 2000 UPON COMPLETION OF THE WORK BUT BEFORE THE FINAL PAYMENT WILL BE MADE, THE CONTRACTOR SHALL CLEAR AND EDITION, PUBLISHED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION AND THE 2000 SUPPLEMENTAL SPECIFICATIONS REMOVE FROM THE PROJECT AREA, ALL FALSEWORK, EQUIPMENT, SURPLUS AND DISCARDED MATERIALS, RUBBISH AND THERETO, REFERENCE SHALL BE MADE: "FDOT SPECIFICATIONS." Ai TEMPORARY STRUCTURES WHICH RESULT FROM THE WORK UNDER THIS AGREEMENT, AND SHALL RESTORE IN AN ACCEPTABLE MANNER ALL PROPERTY WHICH HAS BEEN DAMAGED DURING THE PROSECUTION OF THE WORK. 3. "FLORIDA DEPARTMENT OF TRANSPORTATION � ROADWAY AND TRAFFIC DESIGN STANDARDS," JANUARY 2000 EDITION, PUBLISHED BY THE FLORIDA DEPARTMENT OF TRANSPORTATION, REFERENCE SHA BE MADE: "FDOT INDEX." RECORD 4. "AMERICAN SOCIETY FOR TESTING AND MATERIALS SPECIFICATIONS," LATEST E MON REFERENCE SHALL BE MADE: U COMPLETION OF THE WORK, BUT PRIOR TO SUBMITTAL OF THE REQUEST FOR FINAL PAYMENT, THE CONTRACTOR SHALL OBTAIN AND SUBMIT REQ0fYD INFORMATION TO THE OWNER. THIS INFORMATION SHALL INCLUDE THE INFORMATION "ASTM „ REQUIRED BY THE PROJECT SPECIFICATION. 5. "FORT PIERCE UTILITIES AUTHORITY DESIGN AND CONSTRUCTION STANDARDS," REVISED APRIL 1999 EDITION, PREPARED BY qi THE FORT PIERCE UTILITIES AUTHORITY. REFERENCE SHALL BE MADE: "FPUA SPE IFICA ONS." ALL MATERIALS AND THE INSTALLATION THEREOF WHICH ARE FURNISHED AND INSTALLED BY THE CONTRACTOR, UNDER THE TERMS OF THE AGREEMENT, SHALL BE GUARANTEED BY THE CONTRACTOR AGAINST DEFECTIVE WORKMANSHIP, MECHANICAL 6. "AMERICAN WATER.WORKSASSOCIATION STANDARDS," 1988 EDITION, PREPARE BY E AMERICAN WATER WORKS AND.IPHYSICAL DEFECTS, LEAKAGE,BREAKAGE, AND OTHER DAMAGES AND FAILURE UNDER NORMAL OPERATION FOR A ASSOCIATIONS. REFERENCE SHALL BE MADE: "AWWA STANDARDS.". PERI�D. OF ONE (1) YEAR FROM THE DATE OF FINAL PAYMENT, SAID DATE TO CONSTITUTE THE COMMENCEMENT OF THE ONE (1) YEAR WARRANTY PERIOD:. 7. SLLUCIE COUNTY CONSTRUCTION STANDARDS, 2000. REFENCE SHALL BE MAD "ST. UCIE COUNTY" F BY REFERENCE, THE DOCUMENTS CITED ABOVE (',ARE MADE PART OF THESE SUPP EMEN ARY CONDITIONS AND ALL MATERIALS AND INSTALLATIONS PROVING TO BE DEFECTIVE WITHIN THE SPECIFIED PERIOD OF THE GUARANTEE SHALL BE REPLACED, WITHOUT COST TO THE OWNER, BY THE MANUFACTURER OR THE CONTRACTOR. THE PERIOD OF GUARANTEE OF SPECIFICATIONS. THE CONTRACTOR SHALL HAVE COPIES OF EACH HIS POSSESSION OR USE THROUGHOUT THIS PROJECT EACH SUCH REPLACEMENT SHALL BE FROM AND AFTER THE DATE OF INSTALLATION THEREOF. WORK. ADDITIONALLY, THE WORK SHALL BE PERFORMED IN ACCORDANCE WITH AW. OTHER APPLICABLE LOCAL, REGIONAL, STATE AND FEDERAL LAWS, REGULATIONS AND '.CODES INCLUDING, BUT NOT LIMITED T , THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT. PERNITS AND APPROVALS: FLORIDA WATER MANAGEMENT DISTRICT INDIVIDUAL ENVIRONMENTAL RESOURCE PERMIT - PENDING: CONTRACT ISSUES GENERAL CONDIfIONSt UNLESS OTHERWISE STATED IN THESE SUPPLEMENTARY CONDITIONS, THE PROVISI��I"""I NS F THE "STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT," REFERENCED ABOVE,. SHALL BE SED TO GOVERN ALL ISSUES ADDRESSED IN . THOSE GENERAL CONDITIONS FOR THIS PROJECT � OWNER -ENGINEER BETWEEN INI&We =1-800-432-4770 S BEFORE ANY AGREEMENT BETWEEN OWNER AND ENGINEER SHALL NOT BE CONSTRUED TOPRO DE ANY OBLIGATION FROM THE ENGINEER TO ANY THIRD PARTIES INCLUDING, BUT NOT LIMITED TO, ANY CONTRACTOR (GENERAL OR SUBCONTRACTORS), FLORIDA NOR TO ANY SUCCESSORS IN TITLE TO THE OWNER. THE RIGHTS UNDER ANY A3REE ENT BETWEEN OWNER AND ENGINEER 2"�'= APPLY ONLY TO THOSE TWO PARTIES. LPARTIAL PAYMENTS 1 LAW!PARTIAL PAYMENTS SHALL BE CALCULATED FROM QUANTITIES OF WORK IN PLAC . TH SE PAYMENTS SHALL BE BASED ON ONE CALLTHE AGREEMENT UNIT PRICES AND WILL BE MADE ON OR ABOUT THE 15TH OF ACH ONTH FOR THE PREVIOUS MONTH'S , INC. PROGRESS. THE CONTRACTOR SHALL, AFTER THE FIRST OF EACH MONTH, SUBMIT INV ACES FOR MATERIALS USED AND WORK PERFORMED FOR THE PREVIOUS MONTH. THE ENGINEER WILL REVIEW ALL INVOICES BEFORE PRESENTING THEM TO THE OWNER FOR PAYMENT. TEN PERCENT (10%) OF THE AMOUNT DUE AND PAYABLE TO THE CONTRACTOR WILL BE RETAINED FROM EACH PARTIAL PAYMENT. FINAL PAYMENTS WILL BE ACCOMPLISHED AS PRESCRIBED IN THE GREEMENT. bf�!. CONSULTING CIVIL ENGINEERS, SURVEYORS MAPPERS SPCIFICATION PLAN "Pairtners For Results, INC Value By Design" AND CONSTRUCTION DETAILS 2222 Colonial Road, Suite 201, Fort Pierce, Florida 34950 T (772) 461-2450 Fax: (772) 465-1225 BPR & FBPE License No: 959 www.lbfh.com SAINT LUCIE COUNTY ADMIN. & UTILITIES BLDG LBFH PROJECT No: 01-0243 SHEET 4 OF 4 010243PLNA04C.dwg 3 3R1! 1 w 66 m 'e scale: r V-Lr Drawn by. GB Checked by.BR CADD Na B-612-IE Date: 0t27.03 F•• Sod Landscape Contractor / ---to Sod all Areas —� Disturbed by Construction Contractor to provide a suitable protective barrier, constructed of metal, wood, safety fencing, or other durable material, at limits of construction to protect existing vegetation to be preserved adjacent to construction site 24 r `C� 9 JIA \ \ I X JUN =4> • IP 1 • 1 •\ • 1 • I • R. 1 . No. I Date I Description of Revision RWRi/I . A. I I I I 91998THESEPLANSAWTHI MFORMANONSHOWNHERERV ARETHEPROPERTYOFTHO LUCOb&ASSOMHS,P.A. � REPRODUCHOW DISULOSURE OR USE THEREOF RV WHOLE OR WPARTISEVRESSLY PRO)URRED KNOUT WpinE CONSIST. 10 0 5 10 I RE 23 Contractor to Coordinate with Owner and Landscape Architect on Relocation of Existing Tree 3 21 T1 12 . ;IrvW' .43Oft .{5MOV111 (IO.OIi:1li3Alr�01, .O.A -- oi a o III VIM" v v � Ll rT 2, R ©IM j i I I \ La dscape Contractor �--- o Sod all Areas —\ Dist bed by Construction Thomas Lucido �c Associates, P. A. Land Planning/Landscape Architecture v r�� Lic. #LC-0000335 " 100 Avenue A, Suite ZA, Ft. Fierce, Fl. 34950 561-467-1301, Fax 561-467-1303 Landscape Key KEY COMMON NAME BRU Yesterday/Today/Tommorrow CYR Holly Fern DIE African Iris JUN Juniper LAN Purple Lantana LIR Aztec Grass LJ Japanese Privet PAS Crown Grass POD Pringles Dwarf Podocarpus RE Lady Palm RHA Indian Hawthorn RR Majesty Palm SM Mahogany TI Tibouchina VIB Awabuki Viburnum WB Foxtail Palm ZAM Coontie Contractor to provide a suitable protective barrier, constructed of metal, wood, safety ® All Sod, where required, to fencing, or other durable material, at limits be St. Augustine 'Palmetto' of construction to protect existing vegetation 15 .1. VEM K / 4 \ to be preserved adjacent to construction site 12 VIES Is I LIR FRE 55 YR + + Contractor to Coordinate with + + + -fi Owner and Landscape Architect — — on Relocation of Existing + Multi —Stem Palm Tree I J 3 12 fit TI LIR ` 012 s + IR I' j 36 r r 1 t. Lucie County Civic Additions and Remodeling Landsca,ne Plan enter Sheet L-1 PLANT iV1ATERIALS LIST KEY OTY BOTANICAL NAME COMMON NAME SIZE & REMARKS BRU 31 Brunfelsia pauciflora Yesterday/Tod,ay/Tommorrow 7 Gal., Full CYR -13 Cyrtomium falcatum Holly Fern 3 Gal., 24" o.c., Full DIE 161 Dietes vegeta African Iris 1 Gal., 18" o.c., Full JUN I 566 Juniperus chinensis 'Parsonii' Parson's Juniper 1 Gal., 1899 o.c., Full LAN 199 Lantana sp. Purple Lantana 1 Gal., 18" o.c., Full LIR 138 Liriope muscari 'Variegate' Aztec Grass I Gal., 18" o.c., Full LJ 4 Ligustrum japonicum Japanese Privet 6' Ht. x 6' Sprd., Multi —stem, Matching PAS 2- Paspolum quadriforium Crown Grass 3 Gal., 30" o.c., Full POD 99 Podocarpus macrophyllus 'Pringles' Pringles Dwarf Podocarpus 3 Gal., 24" o.c., Full RE 2 Rhapis excelsa Lady Palm 4'x4', Full RHA 78 Rhaphiolspis indica Indian Hawthorn 3 Gal„ 24" o.c., Full RR 3 Rovenea rivuloris Majesty Palm 10' Overall Ht., Matching SM 3 Swietenia mahogani Mahogany 16' Ht., 3.5" Cal., 5' Spd., Container Grown, Matching TI 10 Tibouchina Tibouchino Standard 5' Ht., Standard, Matching VIB 21b Viburnum odoratissimum awabuki Awabuki Viburnum 7 Gal., 3699 o.c., Full WB 16 Wod etia bifurcata Foxtail Palm 12' Overall Ht„ Matching ZAM i Zamia pumila Coontie 10 Gal. THIN BRANCHES BY 1/4 OF TOTAL MASS. RETAIN THE NATURAL SHAPE OF THE PLANT. ALL PRUNING SHALL BE COMPLETED PRIOR TO INSTALLATION UNDER THE DIRECTION OF THE ENGINEER. PAINT ALL CUT, 1" OR > IN SIZE, WITH APPROVED TREE PAINT. REMOVE BURLAP FROM THE TOP THE ROOTBALL (ENGINEER DISCRETION).F MINIMUM 3" MULCH (SEE PLANTING NOTES). TOP OF BURLAP BALL SHALL BE AT LEAST - i" ABOVE THE FINISHED GRADE. REMOVE LOWER BRANCHES AS DIRECTED BY THE ENGINEER. NO NAILS SHALL BE DRIVEN INTO TREE. TREE TRUNK SHALL BE FREE OF ANY SCARS. TREE CALIPER SHALL BE MEASURED AT 3 1/2 FEET ABOVE GRADE. SPACED AROUND (TREE GUYS, EVENLY BUILD 4-6" CONTINUOUS SAUCER AROUND THE TREE PIT TO HOLD THE WATER. 2" x 4" x 24" STAKE DIAMETER OF THE HOLE SHALL BE TWICE FINISHED GRADE SEE SPECIFICATIONS FOR RACKFILL THE BALL DIAMETER. FOR ROOTBALLS MIXTURE. 2' AND GREATER HOLE SHALL BE 2' LARGER THAN THE BALL DIAMETER. - _ — - FILL MATERIAL SHALL CONSIST OF AT LEAST 1/3 NATIVE SOIL FROM HOLE ROOTBALLS GREATER THAT 2' IN DIAMETER _ ]I — _ _ _ DUG FOR PLANT. SHALL SIT ON MOUND OF UNDISTURBED ) TIC I— I ADD AGRIFORM TABLETS AS SPECIFIED. SOIL TO PREVENT SETTLING. BALLS SMALLER THAN 2' IN DIAMETER MAY SIT TREE PLANTING (2"-6" CALIPER) ON COMPACTED EARTH. N.T.S. IRREGULAR & MULTI —STEM TREE N.T.S. Scale: N.T.B Drawn by. GB Checked b3rBR CADD No • B-612-IX TOP OF BURLAP BALL SHALL BE AT LEAST i" ABOVE THE FINISHED GRADE. RETAIN THE NATURAL SHAPE OF THE PLANT. NO PRUNING SHALL BE DONE PRIOR TO INSTALLATION, APPROVAL, AND DIRECTION BY THE ENGINEER. USE 3-3" ELASTIC GUYS, EVENLY SPACED AROUND TREE 3" MULCH LAYER. SEE PLANTING NOTES. BUILD 4-6" CONTINUOUS SAUCER AROUND THE TREE PIT TO HOLD THE WATER. 2" x 4" x 24" STAKE (PRESSURE TREATED - GREEN PAINT IS OPTIONAL) ROOTBALLS GREATER THAN 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOTBALLS SMALLER THAN 2' IN DIAMETER MAY SIT ON COMPACTED EARTH. DIAMETER OF HOLE FOR BALL TO 2' SHALL BE TWICE THE DIAMETER OF THE ROOTBALL DIAMETER OF THE HOLE FOR ROOTBALLS 2' & GREATER SHALL BE 2' LARGER THAN THE DIAMETER OF THE BALL., FILL MATERIAL SHALL CONSIST OF AT LEAST 1/3 NATIVE SOIL FROM THE HOLE DUG FOR THE PLANT. SEE SPECIFICATIONS FOR BACKFILL MIXTURE. Date: 0127.03 1 Na I Date I Description of Revision THIN BRANCHES BY 1/4 OF TOTAL MASS. RETAIN THE NATURAL SHAPE OF THE PLANT. ALL PRUNING SHALL BE COMPLETED PRIOR TO — INSTALLATION UNDER THE DIRECTION OF THE ENGINEER. PAINT ALL CUTS, 1" OR > IN SIZE, WITH APPROVED TREE PAINT. MINIMUM 3 (2" X 4•) WOOD BRACES. REMOVE BURLAP FROM THE TOP 1/3 0 THE ROOTBALL (ENGINEER'S DISCRETION) MINIMUM 3" MULCH (SEE PLANTING NOTES). L- TOP OF BURLAP BALL SHALL BE AT LEAST 1" ABOVE THE FINISHED GRADE. ROOTBALLS GREATER THAN 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. BALLS SMALLER THAN 2' IN DIAMETER MAY SIT ON COMPACTED EARTH. DIAMETER OF THE HOLE SHALL BE TWICE THE BALL DIAMETER. FOR ROOTBALLS 2' AND GREATER, HOLE SHALL BE 2' LARGER THAN THE BALL DIAMETER. I TREE PLANTING N.T ANTING NOTES: PLANTING SOIL AND BACKFILL fSADE IUND THE CROWN FROM THE CENTER OF THE TRUNK. ISUREMENTS ARE NOT TO INCLUDE ANY TERMINAL PLANT MATERIALS IWTH. SINGLE TRUNK TREES SHALL BE FREE OF "V" TREES, PALMS, SHRUBS.GROUND COVERS: ITCHES THAT COULD BE POINTS OF WEAK LIMB UCTURE OR DISEASE INFESTATION. PLANT SPECIES AND SIZES SHALL CONFORM TO THOSE INDICATED IN THE DRAWINGS. NOMENCLATURE SHALL CONFORM TO STANDARDIZED TUBS: HEIGHT SHALL BE MEASURED FROM THE GROUND PLANT NAMES, 1942 EDITION. ALL NURSERY STOCK SHALL BE IN THE AVERAGE POINT WHERE MATURE PLANT GROWTH ACCORDANCE WITH GRADES AND STANDARDS FOR NURSERY PLANTS, ,PS. SPREAD SHALL BE MEASURED TO THE END OF PARTS I & II, LATEST EDITION PUBLISHED BY THE FLORIDA DEPARTMENT ACHING INCHING EQUALLY AROUND THE SHRUB MASS. OF AGRICULTURE AND CONSUMER SERVICES, UNLESS SPECIFIED OTHERWISE. ALL PLANTS SHALL BE NORMAL FOR THE VARIETY AND AREA NOT TO INCLUDE ANY TERMINAL FLORIDA GRADE NUMBER 1 OR BETTER AS DETERMINED BY THE FLORIDA )WITH. DIVISION of PLANT INDUSTRY. MS: CLEAR TRUNK SHALL BE MEASURED FROM THE SPECIMEN MEANS AN EXCEPTIONALLY HEAVY, SYMMETRICAL TIGHTLY IUND AT THE TIME OF INSTALLATION TO THE POINT KNIT PLANT, SO TRAINED OR FAVORED IN ITS DEVELOPMENT THAT FIRST ERE THE MATURE AGED TRUNK JOINS THE IMMATURE APPEARANCE IS UNQUESTIONABLE AND IT IS OUTSTANDINGLY SUPERIOR GREEN PORTION OF THE TRUNK OR HEAD. IN FORM, NUMBER OF BRANCHES, COMPACTNESS AND SYMMETRY. Y WOOD (G.W.) - SHALL BL: MEASURED FROM THE ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY. VIGOROUS, IUND AT THE TIME OF INSTALLATION TO TOP OF THE WELL BRANCHED AND FREE OF DISEASE AND INSECT EGGS AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSTEMS. TREES FOR PLANTING IDENED TRUNK. ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL :RALL HEIGHT O.A. -SHALL BE MEASURED FROM THE ( ) BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT, WHERE REQUIREMENTS ARE OMITTED FROM THE PLANT LIST. PLANTS SHALL BE IUND AT THE TIME OF INSTALLATION TO THE AVERAGE PRUNED PRIOR TO DELIVERY ONLY UPON THE APPROVAL OF THE iNO HEIGHT. LANDSCAPE ARCHITECT. MS WITH MARRED OR BURNED TRUNKS WILL NOT BE ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL SPTED. ROOTED PLANTS AND ESTABLISHED IN THE CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS OF GOOD QUALITY AND BE IN HEALTHY GROWING CONDITION. AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG ENOUGH FOR THE NEW FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN REMOVED FROM THE CONTAINER. SHADE TREES SHALL HAVE A SINGLE, STRAIGHT TRUNK WITH �- SPROUTS CLEANLY REMOVED AND BRANCHING UNIFORMLY DISTRIBUTED. REMOVE LOWER BRANCHES AS DIRECTED BY THE ENGINEER. SECURE BATTENS W/2 3/4" HIGH CARBON STEEL BANDS TO HOLD BATTENS IN PLACE NO NAILS SHALL BE DRIVEN INTO TREE. HEIGHT OF BATTENS SHALL BE LOCATED FOR ADEQUATE BRACING OF TREE. 5 (2" X 4" X 16") WOOD BATTENS. 5 LAYERS OF BURLAP STEEL BAND ADD AGRIFORM TABLETS AS SPECIFIED. BUILD 4-6" CONTINUOUS SAUCER AROUND THE TREE. PIT TO HOLD THE WATER. 2" X e X 24" STAKE FINISHED GRADE SEE SPECIFICATIONS FOR BACKFILL MIXTURE. FI MATERIAL SHALL CONSIST OF AT LEAST 1/33 NATIVE SOIL FROM HOLE DUG FOR PLANT. TREE CALIPER SHALL BE MEASURED AT 3 1/2 FEET ABOVE GRADE. " CALIPER & UP) TRIM ONLY THOSE FRONDS HICH HANG BELOW LEVEL OF TREE HEAT. MINIMUM OF NINE (9) GOO PALM FRONDS. TIE THE HEAD OF THE PAU WITH BURLAP TIE THE HEAD OF THE PAL WITH BURLAP STRIPS. LET STRIPS REMAII FOR AT LEAST FIVE MONTHS, BUT NO LONGER T _�a AN TWELVE 12) MOPNLii TRUNK DIAMETER SHALL BE CONSISTENT - WITHOUT ABRUPT CHANGES, LOOSE SHEATHES, HOLES, OR CAV IES. a lip SECURE BATTENS W/2 3/4 HIGH CARBON STEEL SANDS f TO HOLD BATTENS IN PLACI NO NAILS SHALL BE DRIVEN ° a E c Y INTO PALM. HEIGHT OF ENS SHALL BE LOCATED IN .2 0^° >° c RELATION TO THE HEIGHT THE PALM 'w FOR ADEQUATE BRACING. .°.. z s° v $ v 5 (2" X 4" X 16") WOOD 3ATTENS. u F o = v THERE SHALL BE NO 5 LAYERS OF BURLAP TO P TRUNK. ° rc EXTREME SUCCULENCE. ° STEEL BANDS (3/4"; H.C.I 7.0 0 o MINIMUM 3 (2" X 4") WOBRACES; TO ° 3 w •-� REMAIN FOR AT LEA 12NTHS. LEAST .E. NAIL TO 2" X 4" STAKES M BUILD 4-6" CONTINUOUSCER AROUND p THE TREE PIT TO HOLD WR. FILL AROUND ROOTBALL WBACKFILL MIX. FINISHED GRADE — FLOOD, & COMPACT FILL I" LIFTS [RE -FLOOD 3" MULCH SEE (JET) & COMPACT FILL i AFTER INSTALLATION] PLANTING NOTES ADD FERTILIZER, MANGANE& ADJUST WIDTH TO MAGNESIUM AS PER PLANTNOTES. W%INI MEDIANKINGFOR STABILIZATION• SABALMAY BE PLANTED UP TO 2 BELOW PALM TREE LANTING GRADE PROVIDED CLEAR TK SIZE IS MAINTAINED AS SHOWN OE PLANS. N.T.S. 9 1998 nMEPUnAND INFORM NONSHOWNBEREIN AWTOPROPERTYOF LUCIDO& ASSOCIATES, PA. ANAi0llrl REPRODUCTIONS, DISCLOS OR USE 7WAWFIN WHOLE OR INPARTHFURESSLY PROI®ITED R777I0UT WRM CONSENT 0 NOTE: IETAIL TO BE LIPLEMENTED IN AREAS WITH 'OOR DRAINAGE AS PLANTING ;UPPLEMENT. GENERAL DOTES: I. THE CONTRACTOR SHALL PERSONALLY ACQUAINT HIM/HER SELF WITH THE EXISTING SITE CONDITIONS AND THE EXTENT AND SCOPE OF WORK REQUIRED. 2. THE PLANT UST INDICATES THE NAMES, SIZES AND SPACING OF SPECIFIC PLANT MATERIALS. QUANTITIES HAVE BEEN PROVIDED TO THE CONTRACTOR AS A CONVENIENCE, THE CONTRACTOR IS RESPONSIBLE FOR HIS/HER OWN QUANTITY COUNT. IN CASE OF DISCREPANCIES BETWEEN THE DRAWINGS AND PLANT LIST, THE QUANTITIES ON THE DRAWINGS SHALL PREVAIL 3. NO SUBSTITUTES 1 VARIETIES LISTED WILL BE ALLOWED WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT. 4. A PLANTS SHA B WATERED LLS NECESSARY OR WITHIN 24 HOURS AFTER NOTIFICATION BY THE LANDSCAPE ARCHITECT. 5. THE LOCATIONS OF PLANTS, AS SHOWN IN THESE PLANS, ARE APPROXIMATE. THE FINAL LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN FIELD CONDITIONS. MAJOR ADJUSTMENTS TO THE LAYOUT ARE TO BE APPROVED BY THE LANDSCAPE ARCHITECT OF RECORD. 6. ALL PLASTIC FABRIC SHALL BE REMOVED FROM PLANT MATERIAL AT TIME OF INSTALLATION. 7. ALL TREES ';MUST E STAKED AS SHOWN ON THE LANDSCAPE DETAIL SHEET WITHIN 24 HRS OF PLANTING. STAKES TO REMAIN FOR A MINIMUM OF 12 MONTH BUT NO LONGER THAN 18 MONTH. CONTRACTOR RESPONSIBLE FOR MAINTENANCE AND REMOVAL OF THE STAKES. a. ALL TREES MUST BE PRUNED AS PER LANDSCAPE ARCHITECT DIRECTION. 9. ALL SOD EDGES SHALL BE TRIMMED AS PER THE LANDSCAPE ARCHITECTS DIRECTION. 10. ALL SHRUBS, TREES, GROUNDCOVERS, SOD AND WILDFLOWER AREAS SHALL HAVE IMPROVED SOIL AS PER PLANTING SOIL NOTES. I I- DO NOT ALLOW R POCKETS TO FROM WHEN BACKFILLING. 12. SOAK PLANTS IMMEDIATELY WITH WATER FOLLOWING PLANTING. 13. MAINTAIN THE ORIGINAL GRADE OF THE TREE BASE. 14. PAINT ALL CUTS & SCRAPES OVER 1/4" IN DIAMETER WITH AN APPROVED TREE PAINT. ALL COST FOR LABOR AND MATERIAL ISi TO 6E INCLUDED INTO THE PRICE OF THE TREE. 15. DO NOT BREAK ROOTBALL. IS. ALL PUNT SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE ON LOCALITY OF THE PROJECT. 17. THE LANDSCAPE CONTRACTOR SHALL WATER, MULCH, WEED, PRUNE„ AND OTHERWISE MAINTAIN ALL PLANTS, INCLUDING SOD, UNTIL COMPLETION OF THE CONTRACT OR ACCEPTANCE BY THE LANDSCAPE ARCHITECT. SETTLED PLANTS SHALL BE RESET TO PROPER GRADE, PLANTING SAUCERS RESTORED, AND DEFECTIVE WORK CORRECTED. 18. THE LANDSCAPE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR DEBRIS CAUSED BY THE CREWS DURING THE PERFORMANCE OF THE WORK. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL PROMPTLY REMOVE ALL WASTE MATERIALS, DEBRIS, UNUSED PLANT MATERIAL, EMPTY PLANT CONTAINERS AND ALL EQUIPMENT FROM THE PROJECT SITE. 19. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST A FINAL INSPECTION. ANY ITEMS THAT ARE JUDGED INCOMPLETE OR UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR REPRESENTATIVE SHALL BE PROMPTLY CORRECTED BY THE LANDSCAPE CONTRACTOR. 20. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE IN WRITING FROM THE LANDSCAPE ARCHITECT. AT THE TIME OF FINAL ACCEPTANCE THE ONE (1) YEAR PERIOD SHALL COMMENCE. ANY MATERIALS WHICH HAVE DIED DURING THIS PERIOD SHALL BE PROMPTLY REPLACED WITH SPECIMENS THAT MEET THE MINIMUM REQUIREMENTS CALLED FOR IN THE DRAWINGS. THE LANDSCAPE CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR THE DEATH OR DAMAGE RESULTING FROM LIGHTNING, VANDALISM, AUTOMOBILES OR FROM NEGLIGENCE BY THE OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING AND OTHERWISE MAINTAINING PLANTS DURING THE GUARANTEE PERIOD UNLESS A WRITTEN AGREEMENT WITH THE LANDSCAPE ARCHITECT PROVIDES FOR A DIFFERENT ARRANGEMENT. 21. ALL LABOR AND MATERIAL FOR SOIL AMENDMENTS AND FERTILIZER THAT IS REQUIRED TO INSURE THE SUCCESSFUL ESTABLISHMENT AND SURVIVAL OF THE PROPOSED VEGETATION AS WELL AS ALL COST FOR THE REMOVAL OF UNSUITABLE OR EXCESS BACKFILL MATERIAL SHALL BE INCLUDED IN THE CONTRACTORS BID TO PERFORM THE WORK PRESENTED IN THIS PLAN SET. 22. NO LANDSCAPING ADDED UNDER THIS PROJECT SHALL BE LOCATED SUCH THAT SAID LANDSCAPING OBSCURES MOTORIST'S VISIBILITY OF ANY EXISTING SIGN(S). TWO TIMES BALL DIAMETER TOP OF ROOTBALL TO BE 2" ABOVE EXISTING GRADE FILTER CLOTH SAND - MIN. 12" DEPTH DRAIN ROCK PUNCH THROUGH HARD PAN TREE PITS WITH DRAIN TOP OF BURLAP BALL SHALL BE AT LEAST 1/2 " ABOVE THE FINISHED GRADE. TUNE SHRUBS AT ENGINEER RECTION. PRUNE ALL SHRUBS I ACHIEVE A UNIFORM MASS. MOVE ANY CONTAINER THAT MAY BE AROUND DOTS. IF PLANT IS IN BURLAP,LEAVE BURLAP, I PLACE WHEN PLANT IS INSTALLED. PLANT IS IN PLASTIC FABRIC REMOVE FABRIC ISTALLATION. MULCH (SEE PLANTING NOTES). IILD 4-6" CONTINUOUS SAUCER AROUND THE EE PIT TO HOLD THE WATER. ROOTBALLS GREATER THAN 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING. ROOTBALLS LESS THAN 2' MAY SIT ON COMPACTED SOIL DIAMETER OF HOLE FOR BALLS 2' & GREATER SHALL BE 2' LARGER THAN DIAMETER OF BALL. DIAMETER OF HOLE FOR BALLS UP TO 2' SHALL BE TWICE THE BALL DIAMETER. FILL MATERIAL TO CONSIST OF 1/3 NATIVE SOIL FROM HOLE DUG FOR PLANT. SEE SPEC'S FOR BACKFILL MIXTURE. G,WPIIP PI AMTIA1P_ N.T.S. Thomas Lucido & Associah Q P° A. Land Plannhw/Landscape Architecture Lie #LC-035 100 Avenue A, Suite 2A, Ft. Pierce, F7. 34950 561—,167-1301, Fax 561-467-1303 BEST "FACE" OF PLANT TO BE TOWARD THE FRONT EDGE OF THE PLANTING BED. PREPARED TOPSOIL TO MIN 10" DEPTH. 3" MIN. MULCH (SEE PLANTING NOTES) 12" WIDTH ALONG BED EDGE MAINTAINED TO LET NOTHING GROW IN IT. CENTERLINE TO BE 4" BELOW FINISH GRADE OF ADJACENT TURF. PLANTING BED EDGE N.T.S. THIN BRANCHES BY 1/4 TOTAL MASS. RETAIN THE . NATURAL SHAPE OF THE PLANT. ALL PRUNING SHALL BE COMPLETED PRIORTOINSTALLATION UNDER THE DIRECTION OF THE ENGINEER. PROVIDE ONE (2" X 2") WOOD BRACE REMOVE BURLAP FROM THE TOP 1/3 OF.... _. THE ROOTBALL (LA DISCRETION). \ MINIMUM 3" MULCH (SEE PLANTING NOTES). TQP OF BURLAP BALL SHALL BE AT LEAST 1 ABOVE THE FINISHED GRADE. PAINT A CUTS, 1" OR > IN SIZE, WITH APPROVED TREE P NT. 2"! X 4 X 24" STAKE ROOTBALLS GREATER THAT 2' IN DIAMETER SHALL SIT ON MOUND OF UNDISTURBED �\ SOIL TO PREVENT SETTLING. BALLS SMALLER THAN 2' IN DIAMETER MAY SIT ON COMPACTED EARTH. DIAMETER OF THE HOLE FOR THE BALL UP TO 2 SHALL BE TWICE THE BALL DIAMETER. DIAMETER OF THE HOLE FOR THE BALL 2' AND GREATER SHALL BE 2' LARGER THAN THE BALL DIAMETER. ° CA L4"9' �v WATERING SCHEDULE APPLICATION SCHEDULE PALM TREES 20 GAL/APPLICATION/PLANT LARGE TREES 30 GAL/APPLICATION/PLANT SMALL TREES 20 GAL/APPLICATION/PLANT LARGE SHRUBS 10 GAL/APPLICATION/PLANT SMALL SHRUBS 5 GAL/APPLICATION/PLANT GROUNDCOVER 5 GAL/APPLICATION/PLANT APPLICATION AMOUNT MONTH 1 12 APPLICATIONS MONTH 2 12 APPLICATIONS MONTH 3 8 APPLICATIONS MONTH 4 8 APPLICATIONS MONTH 5 5 APPLICATIONS TOTAL 45 APPLICATIONS ABBREVIATIONS: C.T.- CLEAR TRUNK H1.- HEIGHT O.C.- ON CENTER Spr.- SPREAD THOROUGHLYSPREAD OF PLANT •- LOOSELYBACKFILL TO A MINIMUM DEPTH OF ID". SOIL SHALL BE •-•.- , INTO PLANTING BEDS FOR GROUND COVERS AND PERENNIALS PERENNIALS SEE SPECIFICATION' :5 FOR BACKFILL/PLANTING SOIL MULCH 3" MIN. DEPTH (SEE PLANTING NOTES) ALTERNATE SPACING OF PLANTS .TO INSURE FULL COVERAGE BY GROUND COVERS GROUNDCOVER. • ROOTED CUTTINGS REMOVE LOWER BRANCHES AS DIRECTED BY THE ENGINEER. TREE TRUNK SHALL BE FREE OF ANY SCARS. USE 112 " DIAMETER REINFORCED RUBBER HOSE TIED WITH 12 STRAND GALVANIZED WIRE TO LASH WOOD BRACE TO TREE. ' - TREE CALIPER SHALL BE MEASURED AT 3 1/2 FEET ABOVE GRADE. FINISHED GRADE SEE SPECIFICATIONS FOR BACKFILL MIXTURE. BUILD 4 - 6" CONTINUOUS SAUCER AROUND THE TREE PIT TO HOLD THE WATER. FILL MATERIAL SHALL CONSIST OF AT LEAST 1/3 NATIVE SOIL FROM HOLE DUG FOR PLANT. TREE PLANTING (2" CALIPER & BELOW) N.T.S. Additions and Hemodeling ,� Details 2"/4"/2"sleeves 03-M 1.533 2"/4"/3"sleeves 3" 4 1" 4 I IT 3" 4 Contractor to add, move, adjust heads to ensure proper, 100% head to head, coverage is obtained between existing and proposed irrigation. 3" 4 n ntractor to field locate existing 2 mainline in this area. Cut and > prior to construction. Once site ready for irrigation connect new inline, as shown. I a Note: Mainline where shown is for clarity purposes only. Install as required per the irrigation notes and details. IRRIGATION LEGEND QTY/SYM DESCRIPTION Ed- ZONE GALL VALVE UMBER —OPERATION TYPE (M=MANUAL OPERATION) S PER MINUTE (CATALOG FLOW) SIZE Q La N w w of o: � w �r w¢ 3 IRRITR VALVE L CENTURY 100P SERIES RCV (SIZED PER PLAN) IN A CARSON 1419 BOX A = a io 26 (7 1 RAIN 131RD 1812-8Q—SAM--PRS ON SCH 40 RISER K,H 30 .26 1 S RAIN I IIRD 1812-8T—SAM--PRS ON SCH 40 RISER K,H 30 .35 49 �T RAIN IRD 1812-8T—SAM--PRS ON SCH 40 RISER K,H 30 .52 3 ® RAIN IRD 1812-10Q—SAMI—PRS ON SCH 40 RISER K,H 30 .39 1 7 RAIN IRD 1812-10T—SAM—PRS ON SCH 40 RISER K,H 30 .53 2 ® RAIN IRD 1812-10H—SAMI—PRS ON SCH 40 RISER K,H 30 .79 1 ® RAIN IRD 1812-10E—SAM—PRS ON SCH 40 RISER K,H 30 1.58 1 6 RAIN IRD 1806-12Q—SAKI—PRS J 30 .65 1 G RAIN 31RD 1806-12H—SAKI—PRS J 30 1.30 1 (9 RAIN flRD 1812-12Q—SAM—PRS ON SCH 40 RISER K,H 30 .65 4 El RAIN 0RD 1806-15Q—SAM—PRS J 30 .92 3 8 RAIN IRD 1806-15H—SAM—PRS J 30 1.85 16 ® RAIN IRD 1812-15Q—SAM—PRS ON SCH 40 RISER K,H 30 .92 7 ® RAIN IRD 1812-15T—SAM—PRS ON SCH 40 RISER K,H 30 1.23 2 ® RAIN IRD 1812-15H—SAM—PRS ON SCH 40 RISER K H 30 1.85 13 ® RAIN IRD 1812-15EST—SAM—PRS ON SCH 40 RISER J 30 .61 2" SC WELD EDULE 40 PVC SOLVENT WELD PIPE WITH SCHEDULE 40 PVC SOLVENT ITTINGS SIZED PER PLAN)B _ _ _ LATE L LINE (SIZED PER PLAN) — CLASS 200 FOR 3/4" — CLASS 160 FOR 1" AND ABOVE B — — SCH 0 PVC SLEEVES(SIZED PER PLAN) E QUANTITIES GIVEN ARE FOR CONTRACTOR CONVENIENCE ONLY. THE ACCURACY 13 NOT GUARANTEED. ALL QUANTITIES SHALL BE VERIFIED. *DETAIL (ON THE LEGEND) — THE LETTER IN THIS COLUMN DENOTES THE CORRESPONDING DETAIL SHOWN ON THE METAIL SHEET. NOTE: THIS SYS M WILL NOT BE AN ELECTRICALLY ACTIVATED SYSTEM. ELECTRIC REMOTE CONTROL VALVE ARE UTILIZED TO ENABLE THE CHANGE OVER TO AUTOMATIC IN THE FUTUNE, IF SO DESIRED. 2"sleeve 3n 1 n �, -.14- , Contractor to acid, move, adjust heads to ensure proper, 100% head to head, coverage is obtained between existing and proposed irrigation. 3"sleeve 3n 4 Note: Contractor to locate existing mainlin proposed mainline, as shown. and connect to this I 'sleeve 1998 scar: >:1a� METIFPROPERTANRAND ueveopn►en= iea►rr Thomas Lucido &Associates P.A. St. Lucie CountySheet INPDRMATLDNSNDWNREREM ME PRDPER7TES.RAM Drawn by. MAW LUCfDD&ARRDC,DISC OS ✓� REPRDDUCflDNR, DISCLOSURE � Checked b .BR DRDRTNFXEAESSLY R Land PI Landsim Architecture nomonR EXPRERRLY �/� �/ Additions and remodeling L 3 CADD Na 8-612-1p PRDH®DEDWITTfOUT Lic. #LC-0000335 /'� Date: Oi27.03 No. Date Description of Revision cDNSENr 10 0 5 10 NV 100 Avenue A. Suite 2A, Ft. Pierce, FI. 34950 561-407-1301, Fax 561-467-1303 Irri a tio/ / Plan ©FINISH GRACE © M .O MI DO O6- PVC a SOL. :0 NIPPLE r. r SAME AS 3M WATERPROOF WIRE CONNECTORS WC LATERAL UNE (SIZE AND TYPE AS PER LEGEND) COMMON RED BRICK (4 REQUIRED) Q PEA a DEEP p\ OPVC SCHEDULE(LENGTH REQUIRED —DIAMETER SIZED PER VALVE) 0 COMMON AND CONTROL WIRES TO OONTOU.ER LOCATION it •u i •ai �'..,'� AO IRRITROL CENTURY REMOTE CONTROL VALVE 10" ROUND VALVE BOX W/BOLT—DOWN COVER MARKED IRRIGATION GATE VALVE. SIZE AS NOTED ON PLANS BRICK (1 OF 2)— SCH 80 PVC SXT ADAPTOR — SIZE AS REQUIRED. PVC MAINLINE TYPE k SIZE AS ON PLANS. 0 18" MIN. VALVE BOX EXTENSION LENGTH AS REQUIRED SCH 80 PVC —THREADED NIPPLE TYP. SIZE AS RED. GATE VALVE DETAIL L.:.'71iI1ff7 L_;T411Tl� :.raga-�O:Fs�IDr,1r: NOTE INSTALL TOP OF HEAD (THIS IS NOT TO INCLUDE POP-UP PORTION) TO MATCH SURROUNDING PLANT MATERIAL, SEE LANDSCAPE PLANS AND PLANT UST TWO (2) STAINLESS STEEL HOSE CLAMPS PVC SCH. 40 RISER, PAINTED FLAT BLACK, 1/2" ON SPRAYS, 3/4' ON ROTORS MULCH SEE ENLARGMENT BELOW 1' X 1' STEEL ANGLE, 24" DEPTH SEE DETAIL ABOVE PVC SCH, 80 ELBOW LATERAL LINE PVC SCH. 80 NIPPLE, POSITION RISER AT 45' ANGLE 3/4" DOA., MAX 18" LENGTH TWO (2) STREET ELLS PVC TEE W/THREADED REDUCER CONNECTION B' PEA GRAVEL O ra 45' ELL \ O\\\\\\/Q/O\\\ 00 • OUNDISTURBED SOIL (TYPICAL) @CONCRETE THRUST BLOCK (TYPICAL) @PIPE (TYPICAL) OREBAR BENT AROUND FITTING (TYPICAL) @FTTING (TYPICAL) NOTES: 1. SUPPLY LINES 3—INCHES IN DIAMETER AND LARGER SHALL RECEIVE CONCRETE THRUST BLOCKS. 2. REFER TO PIPE MANUFACTURER'S SPECIFICATIONS. FOR AMOUNT OF CONCRETE TO BE USED FOR THRUST BLOCK THRUST BLOCK F ' MAX. CLEARANCE ^@ LATERAL PIPE 2 MAIN UNE 3 CONTIiOLLER WIRE 4 MULCH OR TURF O CURB �6 STREET NOTES: BACKFILL MINIMUM DEPTHS: 1. MAIN LINE — 18" 2. LATERAL PIPE — 12" N.T.S. © MAINLINE AND LATERAL PIPING DETAIL POP—UP ON RISER TYP. BUILDING WALL I OR FENCE TYPE MIN. OF 18" TYP. t t t + O IRRIGATION LATERAL LINE (TYP.) SIDEWALK OR PAVEMENT EDGE —TIP. POP—UP ON RISER TYP. POP—UP ON RISER TYP. THE DESIGN INTENT IS FOR THE RISERS TO BE INSIDE OF THE PLANT MASS TO OBSCURE IT FROM VIEW AND OFFER PROTECTION. THE TOP OF THE SPRAY HEAD SHOULD BE 6" BELOW THE MAINTAINED HEIGHT OF THE SHRUBBERY. H POP—UP HEAD ON RISER H POP—UP HEAD ON RISER LOCATION DETAIL JO Scale: NTS U 1998 THMEPEANSAND iN I NFOR MA77ON SNOW N DER EW ARETHEPROPERTY01FINOMA Drawn by. MAW LUODO&ASSOQA7ESPA REPRODUCTIONS, DISCLOSURE OR USE THEREOF WHOLE OR MRART7T vT PROIIBDED {VwTTHOUT NortlJ Checker) byBR CADD Na: B-6124p CONSENT 0 � Date. 0127.03 No. Date Description of Revision 18- MIN.I— SECTION VIEW MAINLINE, LATERAL, MAINLINE LATERAL WIRING IN O7 PAVING AND WIRING IN PIPE PIPE CONDUIT THE SAME TRENCH 2O DITCH @ SLEEVES TI PLAN VIEW 4" MIN. JISH GRADE 18" MIN. 24',MAX. WIRE W/O CONDUIT _fJ RUN WIRING BENEATH ALL SOLVENT WELD TIE A 24—INCH LOOP IN AND BESIDE MAINUNE. PLASTIC PIPING TO ALL WIRING AT CHANGES TAPE AND BUNDLE AT BE SNAKED IN OF DIRECTION OF 30• 10—FOOT INTERVALS. TRENCH AS SHOWN. OR GREATER. UNTIE AFTER ALL CONNECTIONS NOTES: HAVE BEEN MADE. 1. ALL PVC IRRIGATION SLEEVES TO BE SCH 40 PVC PIPE. 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCH 40 PVC TWICE THE 2. ALL JOINTS TO BE IOLVENT WELDED AND WATERTIGHT. DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 3, MECHANICALLY TAMP TO 95% PROCTOR. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. 0 SLEEVIN'G © PIPE & WIRE TRENCHING @ POP—UP SPRAY SPRINKLER: O POP—UP SPRAY SPRINKLER: RAIN BIRD 1806 RAIN BIRD 1812 W/PLASTIC MPR NOZZLE 1 W/PL STIC MPR NOZZLE O 1/2—INCH MALE NPT x .490 INCH @ 1/2—INCH MALE NPT x .490 INCH BARB ELBOW: RAIN BIRD BARB ELBOW: RAM BIRD SBE-050 MODEL SOE-050 OMODEL 3 PVC LATERAL PIPE O PVC LATERAL PIPE @SWING PIPE, 12—INCH LENGTH: O4 SWING PIPE, 12—INCH LENGTH: RAIN BIRD MODEL SP-100 RAIN BIRD MODEL SP-100 O PVC SCH 40 TEE OR ELL O PVC SCH 40 TEE OR ELL O FINISH GRADE/TOP OF MULCH O6 FINISH GRADE/TOP OF MULCH @ PLANT MATERIAL @ PLANT MATERIAL RAIN BIRD 1806 POP-UP SPRAY HEAD RAIN BIRD 1812 POP-UP SPRAY HEAD Thomas Lucido & Associates. PA .� Land Plaruiing/Landslcape Architecture v V Lic. #LC-0000§35 100 Avenue A, Suite 2A, Ft. Pierce, Fl. 34950 561-467-1301, Fax 561-467-1303 t. Lucie County Civic Center Additions and Remodeling lrriga tion Details Sheet L-4 IRRIGATION NOTES & SPECIFICATIONS VALVES BACK FILL Irrigation design based on Thomas Lucido & Assoc.'s Landscape Plan dated „ Pipe shall be installed so the following minimum back fill depths are 01/23/03. Contractor shall refer to these plans to coordinate sprinkler and Valve boxes must be placed a minimum of 12 and a maximum of 15 from maintained: 36" for all sleeving, 30" for the main line and 24" for all laterals. pipe locations. the edge of pavement, curbs, etc. and the top of the box must t>e 2" above finish grade. No valve boxes shall be installed ii turf areas without approval by Back fill shall be of suitable material free of rocks, stones, or other debris that The system has been designed to conform with the requirements of all the irrigation designer — only in shrub beds. N ver install in sport field areas. is larger than 1/2" in diameter. applicable codes. Should any conflict exist, the requirements of the codes shall prevail. It is the responsibility of the owner/installation contractor to insure the Using 3" high number stencils paint the valve umber in white on the lid of FLUSHING entire system is installed according to all applicable laws, rules, regulations and each valve box. conventions. Irrigation contractor responsible for obtaining all required permits Prior to the placement of heads, flush all lines for a minimum of 10 minutes according to federal, state and local laws. or until lines are completely clean of debris, whichever is longer. EQUIPMENT THE WORK Use screens in heads and adjust heads for proper coverage avoiding excess Shrub heads shall be installed on 3/4" Sch 40 PVC risers. Shrub heads shall water on walls, walks and paving The work specified in this section consists of furnishing all components be installed to a standard height of 6" below maintained height of plants and necessary for the installation, testing, and delivery of a complete, fully shall be installed within planted masses to be I ss visible. Bubblers shall be TESTING functional manual landscape irrigation system that completely complies with the installed using Sch 80 nipples and shall be pla ed at the base of trees for low irrigation plans, specifications, notes, details and all applicable laws, regulations, level watering. Paint all shrub risers with flat bl ock, or forest green, paint. Remove all remote control valves and cap using a threaded cap. Fill mainline codes and ordinances. This work shall include, but not be limited to, the with water and pressurize the system to 125 PSI. Monitor the system pressure providing of all required material (pipe, valves, sprinkler hesds, fittings, primer, All pop—up heads and shrub risers shall be pr sure compensating. All pop—up at two gauge locations; the gauge locations must be at opposite ends of the glue, etc.), layout, protection to the public, excavation, assembly, installation, heads shall be mounted on flex —type swing joir ts. mainline. With the some respective pressures, monitor the gauges for two back filling, compacting, repair of road surfaces, cleanup, maintenance, hours. There can be no loss in pressure at either gauge for solvent —welded guarantee and as —built plans. All sprinkler equipment not otherwise detailed o specified shall be installed as pipe. A maximum 3 PSI loss is allowable in gasketed pipe. If these parameters per manufacturer's recommendations and speci cations, and according to local are exceeded, locate the problem; repair it; wait 24 hours and retry the test. The system is designed to provide 100% head to head coverage. Adjust and state laws. This procedure must be followed until the mainline passes the test. sprinkler heads to minimize over spray onto roadways, buildings, walls, LAYOUT The lateral lines must be filled and visually checked for leaks. Any leaks driveways, parking lots, etc. detected must be repaired. No pressure test of the lateral lines is required. Contractor shall verify all underground utilities 72 hours prior to commencement Lay out irrigation system mainlines and lateral ines. Make the necessary of work. adjustments as required to take into account II site obstructions and Once the mainline and lateral lines have passed their respective tests, and the limitations prior to excavating trenches. system is completely operational, a coverage test and demonstration of the It is the responsibility of the irrigation contractor to familiarize himself with all system is required. The irrigation contractor must demonstrate to the owner, or grade differences, location of walls, retaining walls, structures and utilities. Do Stake all sprinkler head locations. Adjust locati n and make the necessary his/her representative that proper coverage is obtained. Each zone will be not willfully install the sprinkler system as shown on the drawings when it is modifications to nozzle types, etc. required to nsure 100% head to head inspected for proper coverage and function. The determination of proper - obvious in the field that unknown obstruction, grade differences or differences coverage. coverage and function is at the sole discretion of the owner or owner's in the area dimensions exist that might not have been considered in the representative. engineering. Such obstructions, or differences, should be brought to the Locate valves prior to excavation. Insure that t eir location provides for easy attention of the owner' authorized representative. In the event this notification access and that there is no interference with rhysical structures, plants, trees, Operational Testing — Upon completion of back filling, finish grading and is not performed, the irrigation contractor shall assume full responsibility for poles, etc. contouring, test the entire system for proper operation. Run each zone until water begins to puddle or run off. This will allow you to determine the number any revisions necessary. TRENCHING of irrigation start times necessary to meet the weekly evapotranspiration Irrigation contractor shall repair or replace all items damaged by his work. He requirements of the planting material in each zone. In sandy soils no puddling shall coordinate his work with other contractors for the location and installation Excavate straight and vertical trenches with smooth, flat or sloping bottoms. will occur, instead; calculate the required run times. of pipe sleeves and laterals through walls, under roadways and paving, etc. Trench width and depth should be sufficient to allow for the proper vertical and horizontal separation between piping as shown ii the pipe installation detail on SUBMITTALS The contractor shall take immediate steps to repair, replace, or restore all the detail sheet. services to any utilities which are disrupted due to his operations. All costs The contractor must submit for approval, prior to installation, copies of the involved in disruption of service and repairs due to negligence on the part of Protect existing landscaped areas. Remove and replant any damaged plant manufacturer's cut sheets/specifications for all components to be used in the the contractor shall be his responsibility. material upon job completion. The replacement material shall be of the same irrigation system. genus and species, and of the size of the mat rial it is replacing. The final POINT OF CONNECTION (P.O.C.) determination as to what needs to be replaced and the acceptability of the After project completion, and as a condition of final acceptance, the irrigation replacement material shall be solely up to the wner or owner's representative. contractor shall provide the owner with a high quality, accurate, and legible set The P.O.C. is an existing 2 main line. This mainline must be capable of of as —built drawings. the as—builts must identify all remote control valves, INSTALLATION gate valves, ball valve, splice boxes, controllers, mainline, sleeving, and low delivering a minimum of 40 gpm @ 45 psi. voltage wiring. To locate each item two dimensions from fixed objects of a Contractor to verify these minimum conditions can be met prior to the Cut all pipe square and deburr. Clean pipe and fittings of foreign material; then permanent nature must be taken and noted on the as—builts. The irrigation beginning of installation. If the conditions can not be met, the contractor must apply a small amount of primer while ensuring hat any excess is wiped off contractor must also provide accurate, informative, and easy to follow and notify the designer prior to proceeding with the work. If the contractor does immediately. Primer should not puddle or drip am pipe or fittings. Next apply understand operation and maintenance manuals for all components of the not do so, he proceeds at his own risk and becomes responsible for any a thin coat of PVC cement; first apply a thin ayer to the pipe, next a thin irrigation system. future work required to make the system perform as required. layer inside the fitting, and finally another very thin layer on the pipe. Insert "as the pipe into the fitting. Insure that the pipe it inserted to the bottom of the Controller charts — Upon completion of —built" prepare controller charts; THE PIPE fitting, then turn the pipe a 1/4 turn and hold for 10 seconds. Make sure that one per controller. Indicate on each chart the area controlled by a remote the pipe doesn't recede from the fitting. If the pipe isn't at the bottom of the control valve (using a different color for each zone). This chart shall be Pipe locations shown on the plan are schematic and shall be adjusted in the fitting upon completion, the glue joint is unacc ptable and must be discarded. reduced to a size that will fit inside of the controller door. The reduction shall field. When laying out mains and laterals locate pipe near edges of pavement be hermetically sealed inside two 2ml pieces of clear plastic. or against buildings whenever possible to allow space for plant root balls. Pipes must cure a minimum of 30 minutes pri( r to handling and placing into Pipes are to always be placed in planting beds. If it is necessary to have trenches. A longer curing time may be required refer to the manufacturer's Furnish extra materialh described below that match products installed and that piping under hardscapes, such as roads, walks, and patios, the pipes must be specifications. The pipe must cure a minimum of 24 hours prior to filling with are packaged with protective covering for storage and identified with labels sleeved using Sch 40 PVC with the sleeve diameter being twice the size of the water. describing contents. Include tools to service these products, pipe it is carrying with a minimum sleeve size of 2". 1. Sprinkler Units: Five of each unit for each type and size installed, but no fewer than two units. Pipe sizes shall conform to those shown on the drawings. No substitutions of 2. Emitter Units: Five of each unit for each type and size installed, but no smaller pipe sizes shall be permitted, but substitutions of larger sizes may be fewer than two units. approved. All damaged and rejected pipe shall be removed from the site at 3. Drip Tube Units: Five of each unit for each type and size installed, but the time of said rejection. no fewer than two units. Mainline shall be schedule 40 solvent weld pvc with schedule 40 pvc solvent FINAL ACCEPTANCE weld fittings. Final acceptance of the irrigation system will be given after the following PVC pipe joint compound and primer: slow —drying, heavy duty cement and documents and conditions have been completed and approved. Final payment tinted (purple) primer that is compatible with the cement. The PVC cement will not be released until these conditions are satisfied. shall be Weld —On 2711 grey and the primer shall be Weld —On P70 purple 1. Final walk—thru and correction of all punch list items. primer, or approved equals. 2: Completion and acceptance of 'as —built' drawings. 3. Acceptance of required controller charts and placement inside of controllers. 4. Turn over of all required parts and tools as outlined in the project specifications. GUARANTEE: The irrigation systems shall be guaranteed for a minimum of one calendar year from the time of final acceptance. Scale. NTS OI998THESEPLANSAND ARETRATIONRTYOFTHOM LOTUS) PROPERTYOPTHOM LUCR)0$ASSOLTATFS, PA. � vent �m , Thomas v/ Lucido Bc A,S 'OClates P. �1 ' St. Lucie County Civic Center Sheet Drawn by. MAW Checked by:BR DRURETHEXRESSLY DR RY.PARTISIXPRESSLY v Land PI ��y�/��yy� Architecture /JGL1lJ,JliC1 f'� 4W�+� � / Pe Additions and Remodeling 9 c CADD Na B-61Z'I p PROHMITEDWITHOUT CONSENT 0 v ` / v V v Lic. #LC-0000335 L 5 Date. 012703 Na Date Description of Revision SkI 100 Avenue A, Suite 2A, Ft. Pierce, Fl. 34950 561-467-1301, Fax 561-467-1303 Irri a tion Notes