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ARCHffECTURAL ABB. ABBREVIATIONS / GENERAL NOTES ACC - . I-_ 1! i , CHILLED WATER WE PLAN t - • '• : i I �` 1 A . iR RTM INDD �X T DD F�AWINGS : ' ♦ :-�%- FLOORING DETAILS • . ,,. FLOORING DETAILS • . ACCESS FLOORING DETAILS D ACCESS FLOORING DETAILS AF-2 24 X 24! GRID PLAN FOR ACCESS FLOORING AF-3 24'X 24! GRID PLAN FOR ACCESS FLOORING AF-4 24'X 24! GRID PLAN FOR ACCESS FLOORING AF-5 24'X 24: GRID PLAN FOR ACCESS FLOORING .Jt f• ' i Sri, r STRUCTURAL AND TYPICAL DETAILS S-2 FOUNDATION AND STREET LEVEL PLAN S-3 FIRST FLOOR • .i FLOOR FRAMING PLAN S-5 THIRD FLOOR FRAMING PLAN AMING PLAN .••I FRAMING PLAN .. .. HIGH - • • FRAMING PLAN •, i SCHEDULES i BEAM 'SCHEDULES COLUMNAND SHEAR WALL DETAILS S- •, SECTIONS ' WIND DIAGRAM AND COVERED BRIDGE ID-1 STREET LEVEL FINISHES PLAN ID-2 FIRST LEVEL FINISHES PLAN B-1 -- IDGE PLAN AND SECTION Ii-3 SECONDLEVEL P! EXTERIOR ELEVATIONS • D DETAILS _fi ID-4 THIRD LEVEL FINISHES PLAN SURVEY ID-5 FOURTH LEVEL FINISHES PLAN SU-1 Q -I�!Illjlil- ELEVATIONSEY — BUILDING SITE ID-6 INTERIOR jrb_'7 1 0_7" U- LETS !! INTERIOR ELEVATIONS ID-9 ROOM FINISHED .ti i SCHEDULES / DETAILS Ii-10 FINISHED SCHEDULES f I FE SAFETY , LS-1 STREET LEVEL 1 SAFETY PLAN THIRDLS-2 FIRST AND SECOND FLOOR LIFE SAFETY PLAN AND FOURTH FLOOR LIFE �SAFETY PLAN, SECTION STRUCTURAL C.ONSUL77AG ENaNVEERS if Off- AAM ° W. P" B64CH 427 MHOOWNG LOOP, SATE IM ALTANWE "NGS, FLORIOA 32701 (407) 332-5110 FAX (407) 332-7704 1850 FOPoM HNS %w.. SATE 207, WEST PALM QEACK FLCMOA 33406 ASSOCIATES (407) 963-MM FAX (407) 434-7745 IWC. CIVIL ENGINEER CARTER ASSOCIATES, INC. CONSULTING ENGINEERS AND LAND SURVEYORS 1708 21ST STREET 581-562-4191 (TEL) VERO BEACH, FLORIDA 32960-3472 561-562-71BO (FAX) 0 SKYWALK uVu®�u FIRE F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 I trri'Y• I zF Hy. 41 4 PAVING AND DRAINAGE DETAL.8 •`i OFFICE BUILDING !, DETAILS Iii - C' F I • A N55 .r SPECIFICATIONS AND DETAILS STREET•1! •° FIRST FLOOR • i! • . • .l FLOOR ♦ SECOND FLOOR — MECH. UNDEAP-' -;-.;LA'i FLOOR ♦ FOURTH FLOOR CEILING - *LAN FOURTH• - m'LAN FIFTH • •, . DETAILS_7'LAN ROOF LEVEL MECHANICAL "AL SCHEDULES o DETAILS - • DETAILS 1P ROOM LEGEND AND DETAILS .,PLAN ;. PROTECTION 7 PLAN FIRST FLOOR — FIRE PROTEE-CTION T 'PLAN SECOND FLOOR — FIRE PROTECTION PLAN THIRD FLOOR — FIRE PROTECTION PLAN FOURTH FLOOR — FIRE PROTECTION i tPLAN FIFTH FLOOR — FIRE PROTECTION > 1 FIRE .:. t' - -. FS-4 FIRE ti HCH E LUND - DRITENBAS - BINKL Y ARCHITECTS AND ASSOCIATES, P.A. 65 Royal Palm Pointe, Suite 0, Vero Beach, Florida 329SC Phone: (7721 569-4220 AR# AAC OOBBE STREET LEVEL *33E61#41717___�7�t THIRD FLOOR I. TH FLOOR TATE ACCESS FLOORS, INC. DON Mc DONALD REGIONAL MANAGER 8750 SU MERVILLE PLACE ORLA DO, FL 32819 PHONE (407) 264-0606 FAX (07) 264-0604 I FLOOR COVERING AND MODULAR WIRING2 IRVINE ACCESS FLOORS, INC. BRAD JONES P.O.BOX 23307 FT. LAU ERDALE, FL 33307 PHONE (954) 564-5505 FAX (54) 564-5515 IRITY _ . SECURITY SECURITY STREET SECURITY • Ir LEVEL SECURITY THIRD LEVEL SC-6 SECURITY • -LEVEL I SECURITY DETAILS SPECIALTY GASES B R EL FIRE SYSTEMS, INC. CARBON MUNSEY 3 11 SW 47TH AVENUE, SUITE fill FT. LAUDERDALE, FL 33314 PHONE 800-711-6001 FAX (954) 791-9207 X—RAY AND METAL DETECTION SMITHS DETECTION DON VERITY 141 CHASTAIN MANOR DR. NORCROSS, GA 30071 PHONE (770) 840-8400 FAX (770) 840-0480 SOILS FLOOR A/C CONTROL SYSTEM A. M. ENGI iEERING AND TESTING, INC. YORK INTERNATIONAL CORP. DANIEL R. ROGERS, P.E. 350 INDUSTRIAL 33RD STREET 15712 SW 41 STREET, STE. 10 PORT PIERCE, FL 34946 DAVIE, FL 33331 PHONE (772) 461-7508 PHONE (954) 389-9675 (800) 967-5247 FAX 954 389-9687 J a o Z a w 07 w 7) (D a (n 01 V) N m N cooI.-Q O z Z Qo G O—�,O) [0 O N U Ct=� F _j Z = rm .. Jv O w Q MOZ (nw= w (o > a U rn a W fJ C I cc a U Q D Q Q En U) 17- 0 0 Wat O 1 LL LLz z 2 O� oQ� z� EC 111 U of c� LUJ 0 _j lL o a _j Uo ) c� w O w O M W o z 0 w 0 (n Lj w O Z� �Q w N � — Z © JAN. '05 THESE PINS MG THE INFORMATION SHOMN HEREIN ME THE Rai W OALIO ARaM4 AAAaET NW B:M PA MO RFPNOOIKR M � M ME 1fE1®F N M M M w N 0A3HRT R✓o- Hann MTnaur wAmFN Finn. COMM. N0: 040503VB DATE: 4 JAN., 2005 BY: SPSIER4 CH'KD: PD SHEET NO. COVED OF CNE GENERAL NOTES W I. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS SHOWN ON THE CONSTRUCTION 6. THE CONTRACTORS) SHALL PROVIDE AND MAINTAIN COMPLETE WORKERS DOCUMENTS AND EXISTING CONDITIONS IN THE FIELD, ANY DISCREPANCIES COMPENSATION, GENERAL LIABILITY AND BUILDERS RISK 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 ARCHITECT'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 WITH 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, I997 EDITION, A COPY OF WHICH IS AVAILABLE EXECUTED "FINAL RELEASE OF LIEN" FORMS FROM ALL 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 WITH THE BEST TRADE PRACTICES, WORKMANSHIP FOR A PERIOD OF I (ONE) YEAR FROM THE "DATE OF COMPLETION'. 11, UNLESS WHERE NOTED OTHERWISE, THE CONTRACTOR SHALL PROVIDE ALL THE 5, THE CONTRACTOR IS TO SECURE AND PAY FOR ALL PERMITS AND SHALL NECCESSARY LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS FOR A COMPLETE SECURE THE "CERTIFICATE OF OCCUPANCY". AND OPERATING PROJECT. LEGEND DETAIL SECTION DETAIL SCALE NONE REF. V41-ERE CUT OCCURS AI DETAIL NUMBER SHEET WHERE SHOWN SECTION A SECTIONS SCALE, NONE F. WHERE CUT OCCURS A-, DETAIL NUMBER A ROOM SHEET WHERE SHOWN AI6 j SCALE NONE SPECIFIC DETAILS SYMBOL MARKS oDOORS, COLUMNS OFOOTINGS, TIE BEAMS ❑ WINDOWS, WOOD LINTELS SPECIALTY ROOM/SPACE IDENTIFICATION IOU ROOM/SPACE u DETAIL NUMBER M MATCH MATCH SHEET WHERE SHOWN I LINE LINE INTERIOR ELEVATIONS FINISH ELEVATIONS REVISIONS A WALL ELEVATION LEVEL (ASSUMED ELEVATION OF FINISH FLOOR) APPEARS ON DRAWING AT PLACE AID Y ELEVATION (ACTUAL ELEV. AS (N,G.V.D.) OR (M.S.L,) A2 OF REVISION AND ON TITLE BLOCK SHEET WHERE SHOWN REVISION COLUMN. CONSTQUCT I ON ADM I N I STQAT I ON GUI DEL I NES A (UPDATED II NOV 2003) A.I.A. DOCUMENT A-201, 1997 EDITION OF THE GENERAL CONDITIONS FOR CONSTRUCTION SHALL BE INCLUDED AS PART OF THE CONTRACT DOCUMENTS. I INSPECTION REQUIRED VIII. CHANGES IN THE WORK A. ALL CONCRETE POURS A. DO NOT DEVIATE FROM PLANS WITHOUT ARCHITECTS APPROVAL. B. BEFORE DRYWALL IX. PROPER CONDUCT AT JOBSITES (MECHANICAL, ELECTRICAL, PLUMBING ROUGH - IN COMPLETED) C. PUNCH LIST A. NO SWEARING (WHEN CONTRACTOR HAS TOTALLY COMPLETED HIS OWN B. NO LOUD RADIOS ESTABLISHED PUNCH LIST) C. PROPERLY DRESSED D. FINAL INSPECTION E. MONTHLY PAY REQUEST/WEEKLY PROGRESS INSPECTIONS D. KEEP JOBSfTE CLEAN AND SAFE EACH DAYE, HARDHATS ARE REQUIRED PER OSHA REGULATIONS F. PROJECT SUPERINTENDENT SHOULD ALWAYS BE PRESENT AT INSPECTIONS X. RAIN DAY DOCUMENTATION If. PAY REQUEST A. SUBMIT RECORDED RAIN DAYS WITH EACH MONTHLY PAY REQUEST A. AS PER LOCAL AUTHORITY AGREEMENT B. WHEN MORE THAN FOUR (4) DAYS ARE ACCUMULATED A REQUEST FOR CHANGE ORDER SHOULD BE ISSUED. REQUEST AbDITIONAL B. LIEN RELEASES REQUIRED (PARTIALS AND FINALS) DAYS TO BE ADDED TO COMPLETION DATE. C. STORED MATERIALS - CERTIFICATE OF INSURANCE REQUIRED III. OTHER REQUIREMENTS A. BAR GRAPH SCHEDULE OF PROGRESS TIME SCHEDULE AND PERIODICALLY UPDATE, AS REQUESTED MIRROR B. A SCHEDULE OF VALUES (A.I.A. FORM ttG-703) IT MINA IV. ���CTION�IORITIES A. ESTABLISH DATE FOR THE PRECONSTRUCTION MEETING i CLEAR FLOOR o X X B. CHECK OUT LONG LEAD ITEMS - - ALLOW ORDERING TIME ® I SPACE z z C. MAINTAIN CONSTRUCTION LOG DOCUMENTING RAIN DAYS - O 19" MAX ' D. MAINTAIN A MARKED UP SET OF CONSTRUCTION PLANS z W/ RED BALLPOINT PEN ONLY 48" MIN 2 V. CHANGES / CORRESPONDENCE Q, A. ALL CORRESPONDENCE OR DIRECTIVES TH12U ARCHITECT AND KNEE TOE COPIED TO OWNER CLEARANCE CLEARANCE 8" MIN 6" MAX B. NO DIRECTIVES FROM EMPLOYEES. ALL REQUESTS FOR 17' MIN DEPTH INFORMATION OR CHANGES THRU ARCHITECT AND OWNER V1. CHANGES ORDERS LAVATORY CLEARANCES A. PROPER PROTOCOL MUST BE FOLLOWED IN REGARDS TO ANY CHANGE ORDERS. OWNER, Al2CHITECTAND CONTRACTOR MUST SIGN OFF PRIOR TO ANY WORK BEING PERFORMED. B. GROUP ITEMS INTO ONE (1) CHANGE ORDER, RATHER THAN SEVERAL SINGLE ITEM CHANGE ORDERS. C. ANY WORK COMPLETED PRIOR TO A CI-IAN6E 09r)FQ AF INdr- Glr. SHALL BE SIGNED BEFORE WORK IS COMMENCE VII. SHOP DRAWING SUBMITTALS A. FOUR (4) COPIES (NOTE IN RED ANY CHANGES) ONE FOR OWNER ONE FOR ARCHITECT ONE FOR CONTRACTOR ONE FOR SUPPLIER C. D. SUBMIT TO ARCHITECT AS SOON AS POSSIBLE NO SUBSTITUTES WITHOUT PRIOR APPROVAL COPIES aCH r— 36' MIN 54" MIN IT MIN 12' MIN 12' E42" MIN P.H. zo - '0 Z in h SN BACK WALL SIDE WALL GRAB BARS AT WATER CLOSETS FLUSH VALVE LOCATION TANK TOILET LOCATION (• ) ) .___ l L--) 1 CONTROLS FOR FLUSH VA VES SHALL BE ON THE WIDE SIDE OF THE TOILET AREAS (FACBC 4.16.5) FLUSH VALVE LOCATION EQUIPMENT PERMITTED IN SHADED AREA —z x ? N 8" MIN 6' MAX SPOUT HEIGHT AND KNEE CLEARANCE 3� i z CLEAR I i FLOOR zo SPACE o 14 FREE-STANDING FOUNTAIN OR COOLER 48' MIN_ j I1 17"-19" II CLEAR FLOOR SP 3a MIN FLOOR I SPACE V I BUILT-IN FOUNTAIN OR C( DRINKING FOUNTAINS AND WATER S ABBQEV I AT I ONS 0 O�VISED 8 DEC 04) E AND E M Z_ ANGLE E EAST MAX. MAXIMUM ® AT EA EACH M.C. MEDICINE CABINET 10 DIAMETER OR ROUND EJB. EXPANSION BOLT MEO-I. MECHANICAL WELD EP. EXHAUST FAN MEMEL MEMBRANE E.G EMERGENIGY GENERATOR MTL METAL EJ. EXPANSION JOINT MFR. MANLFACTlRB2 A EL ELEVATION MH. MANHOLE ACOUS. ACOUSTICAL EL EMERGENCY LIGHT MIN MINIMUM AD. AREA DRAIN ELEC. ELECTRICAL MIRK. MIRROR ADA AMERICANS WITH DISABILITIES ACT ELEV. ELEVATOR MISC. MISCELLANEOUS ADJ. ADJUSTABLE EVER. EMERGENCY MTD. MOUNTED A.F.F. ABOVE FINISH FLOOR ENCL ENCLOSURE MB. MACHINE BOLT AGGR. AGGREGATE E.P. ELECTRICAL PANEU30ARD MD. MAIN DISCOMECT ARU. AIR HANDLING LNIT Ea. EQUAL M.DF. MAIN DISTRIBUTION PANEL ALUM ALUMINUM ECPT. EQUIPMENT MD. MAIN DRAIN AC.I. AMERICAN CONCRETE INSTITUTE ESP, ELECTRO STATIC PAINT MO. MASONRY OPENING AS.T.M. AMERICAN SOCIETY OF TESTING EW. EACH WAY MSL MEAN SEA LEVEL AND MEASURES EW.C. ELECTRIC WATER COOLER M.C. MEDICINE CABINET AWPA AMERICAN WOOD E PLYWOOD EWJ-L ELECTRIC WATER NEATER MV. MERCURY VAPOR ASSOCIATION me. EXPANSION MT. METAL THRESHOLD A.B. ANCHOR BOLTS EXPJBLTS. EXPANSION BOLTS MPJA MILES PER HOLR APPRVD. APPROVED EXPO. EXPOSED MR. MOISTURE RESISTANT APPROX APPROXIMATE EXIST. EXISTING MD'G MOULDING ARCH ARCHITECTURAL EXT. EXTERIOR 012 EXTENSION AC.QMP. ASPHALT COATED CORRIGATED F METAL PIPE FA FIRE ALARM N ASS. ASBESTOS FAC. FLORIDA ACCESSIBILITY CODE WA NOT APPLICABLE ASPIA ASPHALT F.B. FLAT BAR N NORTH ASSY. ASSEMBLY FJB.C. FLORIDA BUILDING CODE RLQ NOT IN CONIT12ACT B F.P.C. FLORIDA PUJMSING CODE NO'OR# NUMBER B7G.OPNG.) BEARING F.D. FLOOR DRAIN NOM. NOMINAL BD. BOARD FOR FOUNDATION NTS. NOT TO SCALE BITUM. BITLA41NOLJS F.E. FIRE EXTINGUISHER NEC. NATIONAL ELECTRIC CODE BLDG. BUILDING FEC. FIRE EXTINGUISHER CAB. NGV.D. NATIONAL GEODETIC VERTICAL DATUM BLK. BLOCK F.H.C. FIRE HOSE CABINET NJ- NIGHT LIGHT BLKG. BACKING FIN FINISH BM. BEAM FL. FLOOR 0 BDT. BOTTOM FLASH FLASHING O.A OVE32ALL B.C. BOTTOM CHORD FLUOR. FLUORESCENT OBS. OBSCURE EIT. BOLT F.O.C. FACE OF CONCRETE O.C. ON CENTER F.O.F. FACE OF FINISH O.D. OUTSIDE DIAMETER (DIM) C FAS. FACE OF STUDS OFF. OFFICE CAB. CABINET FPRF. FIREPROOF OPNG. OPENING CANT. CANTILEVER F.G. FIBERGLASS OPP. OPPOSITE CUB. CATCH BASIN FINK FINISHED FLOOR O.B.D. OPPOSED BLADE DAMPER CE . CEMENT FXD. FIXED OA OUTSIDE AIR CEP. CERAMIC F.G. FLOOR GIRW OJA OVER HANG C.I. CAST IRON F.S. FULL SIZE O.HD. OVERHEAD DOOR C.G. CORNER GUARD FT. FOOT OR FEET O.E. OVERHEAD ELECTRIC CLG. CEILING FTG FOOTING CL CLOSET FURR. FURRING CLR. CLEAR FUT, FUTURE P C.O. CASED OPENING F.D.O.T. FLORIDA DEPARTMENT OF P.V.C. POLY VINYL CHLORIDE COL. ' COLUMN TRANSPORTATION PER PAINTED EXPOSED BLOCK CONIC. CONCRETE G P.S.I. POUNDS PER SQUARE INCH COW. CONPZCTION GA GAUGE P.S.F. POUNDS PER SQUARE FOOT CONSTR. CONSTRUCTION GALV. GALVANIZED PL. PLATE CONT. CONITINCJUS G.B. GRAB BAR PI -AM PLASTIC LAMINATE CORP. CORRIDOR GL. GLASS PUPS PLASTER CPT. CARPET GNO GROUND PLY. PLYWOOD CTSK. COUNTERSUNK GR. GRADE PR. PAIR ONTR. COUNTER GYP. GYPSUM PT. POINIT CTR. CENITE12 GAL GALLON P.TD. PAPER TOWEL DISPENSER q CENTE12LINE GF.I. GROUND FAIT INTERRUPT P.T.D/R COMBINATION PAPER TOWEL C/C. CENTER TO CENTER H DISPENSER E RECEPTACLE C.T. CERAMIC TILE HC. HANDICAPPED PTN PARTITION C.K.T. CLRCUIT HOP. WADER P.T. PRESSURE TREATED C.O. CLEAN OUT H.R.U. HEAT RECOVERY WIT P.T.R. PAPER TOWEL RECEPTACLE C.C.C.L COASTAL CONSTRUCTION H.D. NAVY DUTY P.T.14 PAPER TOWEL HOLDER CONTROL LINE HPS. HIGH PRESSURE SODIUM PERF. PERFORATED C. COLD H.J. HIP JACK Ft. PROPERTY LINE C.W. COD WATER H.C. HOLLOW CORE P.C. PULL CHAIN CBS. CONCRETE BLOCK CONSTRUCTION H.B. HOSE BIBB PB. PUSHBUTTON C.M.U. CONCRETE MASONARY UNIT H.C. HOLLOW CORE P.P. POWER POLE C.M. CONCRETE MOMUMENT HDWD. HARDWOOD C.J. CONTROL JOINT HOWE HARDWARE O COND. CONDENSATE OR CONDUIT HM HOLLOW METAL O.T. QUARRY TILE C.U. COPPER HORIz HORIZONTAL C.J. CONTROL JOINT HR. HOUR P C.J.K. CORNIER JACK H.C. HOLLOW CORE P. RISER C.M.P. CORRUGATED METAL PIPE HM HOLLOW METAL PAD. RADIUS C.F.M. CUBIC FEET PER MINUTE HMF. HOLLOW METAL FRAME R.D. ROOF DRAIN C.Y. CUBIC YARD HK. HOOK PEP. REFERENCE CUUV. CULVERT H.P. HORSE POWER E HIGH POINT REFR. REFRIGERATOR H. HOT REG. REGISTER H.D.G. HOT DIPPED GALVINIZED REINF. REINFORCED REO. REQUIRED D I RESIL RESILIENT DL DEAD LOAD ID. INSIDE DIAMETER (DIW RM. ROOM DEL. DOUBLE INSU_ INSULATION R.O. ROUGH OPENING DEPT. DEPARTMENT INT. INTERIOR RWD. REDWOOD D.F. DRINKING FOUNTAIN INV. INVERT R.WL RAIN WATER LEADER DEL DELAYED I.P. IRON PIPE R.C.P. REINFORCED CONCRETE PIPE DET. DETAIL PEOLD. 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 PIS. ROUGH SAW DWR. DRAWER KW. KILOWATT DS, DOWNSPOUT KT. KEYBOARD TRAY S DSP. DRY STANDPIPE S. SOUTH DWG. DRAWING L S.C. SOLID CORE D.J. DECK -A -JOINT LAB. LABORATORY S.C.D. SEAT COVER DISPENSER OF. DEEP LAM LAMINATE SCHED, SCHEOLIL= D.O.E. DEPARTMENT OF EDUCATION LAV. LAVATORY S.D. SOAP DISPENSES? DER. DEPARTMENT OF LB. POUND SECT. SECTION ENVIRONMENTAL REGULATION L.T. LAUNDRY TUB SH, SHELF DEP. DEPARTMENT OF LKR. LOCKER SHIP. SHOWER ENVIRONMENTAL PROTECTION L.T. LAUNDRY TUB SHT, SHEET ONR. DEPARTMENT OF NATURAL RESOURCES LGT. LIGHT SiA SINGLE HUNG D.W. DISHWASHER L.F. LINEAL FEET SIM SIMILAR DBL. DOUBLE LP. LIQUID PROPANE SLD. CONC. SEALED CONCRETE DJ-L DOUBLE HLUJG LL LIVE LOAD SND. SANITARY NAPKIN DISPENSER ON DOWN LG. LONG SNR. SANITARY NAPKIN RECEPTACLE D. DRYER LLV. LONG LEG VERTICAL SOME TERMS AND SYMBOLS MAY NOT APPLY TO THIS PROJECT S SPEC. SPECIFICATION Sp. SQUARE SS. STAINLESS STEEL (MARINE GRADD SSK SERVICE SINK STA STATION STD. STANDARD STL STEEL STOR. STORAGE STRL STRUCTURAL SUSP. SUSPENDED SYM SYMMETRICAL S4S. SANDARD 4 SIDES SIS2F_ SANDA12D ONE SIDE AND TWO EDGES SS. SANITARY SEWER SEER SEASONAL ENERGY EFFICIENCY RATED SJ-L SINGLE HRNG SLOG, GLS. SLIDING GLASS S/D SMOKE DETECTOR S.YP. SOUTI-ERN YELLOW PINE a SQUARE FOOT DIMENSION ELF. SQUARE FOOT S11. STEEL JOIST INSTITUTE SA SUPPLY AIR SAT. SUSPENDED ACOUSTICAL TILE SYS SYSTEM S.V.. SHEET VINYL T TRO. TREAD T.B. TOWEL BAR T.O.C. TOP OF CURB TELL TELEPHONE TERR. TERRAZZO T.EG. TONGUE AND GROOVE TH . THICK T.O.P. TOP OF PAVEMENT T.P.D. TOILET PAPER DISPENSER T.V. TELEVISION T.O.W. TOP OF WALL TKB. TACKBDARD T.C. TIME CONTROL TYR TYPICAL T.C. TOP CHORD T.O.B. TOP OF BEAM T.L. TOTAL LOAD TRANSV. TRANSVERSE T. TREAD T.S. TUBE SECTION U UNF. UNFINISHED LLOX UNLESS OTHERWISE NOTED U.C. LNDE12 COUNTER UL WDERWRITERS LAB US.G UJINTED STATES GYPSUM V VERT. VERTICAL VAC. VACUUM V.B. VAPOR BARRIER V.P. VAPOR PROOF V.TR. VENT THRU ROOF V.C.T. VINYL COMPOSITION TILE W W. WEST W/ WITH W.C. WATER CLOSET WD. WOOD W/o WITHOUT WP. WATERPROOF WSCT. WAINSCOT WT. WEIGHT WSH2. WA94E R W.I.C. WALK IN CLOSET W.G. WALL GIRDER W.WF. WELDED WIRE FABRIC W.Wm WELDED WIRE MESH WP. WORKING POINT WDW. WINDOW z° w m w 0 Q L(o NO)O V) Q N 04 y m o Fw-M� Z0QI Za W o U Oirn (LO� Q a � U' ^ N v 0- _ LAJ Z= LLI >- m .. LLJ moz J a 0 LnW= W CD > CL Q W (N VJ O U o Z DC O LL Ei z 0� Tyco O<It �[m WzU �Cw URc8 LUL) J u J>°� Oa Uo n° H U w O ix CL O IJ a Y z O m k' 0 z U z 0 0 w V) w � C U w w Q c o TO _ O Z © SEPT. '04 THESE PUNS AND THE INFORMATION SHOWN MOON ME THE FORA;/ ELF -m mivat9 SINK" MDOl1T5 PA AND REPAOW nOK DISCLOSM ON OSE TNO®F S Win DR IN AMIT 5 ODRFSS.Y RID_ NOTED RTOIDUf WRI17EN ROUSE@ COMM. NO: 040503VB DATE: 20 SEPT. 2004 BY: JNR CH'KD: PD SHEET NO. ABB OF ONE [ OI— WATER CLOSETS FIXTURE LOCATIONS MIRROR MOUNTED MAXIMUM OF 40' TO BOTTOM OF PROVIDE OFFSET REFLECTING SURFACE AND WATER LINES ITMIN INSULATE DRAIN }I I AND WATER LINES CLEAR FLOOR 0 O SPACE Z Z J / O 19" MAX N m 48MIN Z bl KNEE TOE CLEARANCE CLEARANCE 8' MIN 6' MAX IT MIN DEPTH LAVATORY CLEARANCES 36' 54' M 12", TOILET PAPER HOLDER .o Z cn � a BACK WALL SIDE WALL GRAB BARS AT WATER CLOSETS FLUSH VALVE LOCATION TANK TOILET LOCATION I V I I o CONTROLS FOR FLUSH VALVES SHALL BE ON THE WIDE SIDE OF THE TOILET AREAS (FACBC 4.16.5) FLUSH VALVE LOCATION BACK --� I���I I • II I�O��6�����1 �o�l I mou000� iqw� • I ���wnnon I • LL . • n�a1 I ���\L��o�on pool I I �ror��u�r�n I • cr,�0��1� �000�oun CLEAR FLOOR - ••SPACE SPACE MIN 36" BY 36" STALL 30' BY 60" POLL -IN STALL SHOWER SIZE AND CLEARANCES - 2� Ii0 rMAX SHOWER SEAT DESIGN (NOT REQUIRED IN ROLL -IN SHOWER) O J mx at Z I I x o O i CLEAR a FLOOR OPTIONAL ;4 ; ; C4 O SPACE 1 0 POST AND 'n ' I �--------j BASE '_' 48' MIN \ ELEVATION PLAN SIDE REACH POSSIBLE HEIGHT TO HIGHEST OPERABLE PARTS WHICH ARE ESSENTIAL TO BASIC OPERATION OF TELEPHONE SE, E PLAN, O x of 1 I I v r OF FLOOR FLOOR zo I a SPACE I O N SPACE I p 30- MIN 30' 6" MIN_ IV ELEVATION PLAN P1A FORWARD REACH 12EQUI12ED MOUNTING HEIGHT AND CLEARANCES FOR TELEPHONES a CONT120L SEAT WALL BACK CONTROL WALL 36' BY 36" STALL SIDE CONTROL WALL SIDE 30" BY 60" STALL GRAB BARS AT SHOWER STALLS WATER IT-19' STREAM 48' MIN 4' HIGH F EQUIPMENT PERMITTED MINIMUM. IN SHADED AREA IT I9 —z � Z Z 8' MIN 6' MAX 1 1 MA SPOUT HEIGHT AND KNEE CLEARANCE CLEAR FLOOR SPACE 3! O MINI 30' MIN i CLEAR i 1 FLOOR g FLOOR SPACE o SPACE zo i i L FREE-STANDING BUILT-IN FOUNTAIN OR COOLER FOUNTAIN OR COOLER DRINKING FOUNTAINS AND WATER COOLERS 14' ELONGATED BOWL to FLUSH CONTROLS SHALL BE MOUNTED NO HIGHER THAN 42" ABOVE FINISH FLOOR ACCESSIBLE URINAL EYVENOM OM --- nnn-o-� _- x � 8 DISPENSER ACCESS 48' 36" MIN. 19" MIN. WIDTH DEPTH 30' 27" CLEAR MOUNTING HEIGHT AND CLEARANCES POP COUNTERTOPS r——— ——— T I � I I I PULL SIDE b ----------------- PULL SIDE I I I NOTE, X = 36' MINIMUM IF Y - 60" X - 47 MINIMUM IF Y - 54" PUSH SIDE I I V I I I I I I I NOTE, X - 12' IF DO( LATCH 5 " MIN. 17 --- PUSH SIDE I I I I NOTE: �p Y = 48' INIMUM IF DOO; HAS BOTH LATCH ,q,ND CLOSER nIVVVL�IVc HI-�KVHt�HG.7 .7VVIIVI•�+IIVC� UVCJFC.7 NOTE, ALL DOORS IN ALCOVES SHALL C MPLY WITH THE CLEARANCES FOR FRONT AP ROACHES MANEUVERING CLEARANCE, AT DOORS 8 POUNDS OF FORCE AT ENT12ANICE DOORS 5 POUNDS OF FORCE AT INTERIOR DOORS THREE SECONDS MINIMUM FROM 70 DEGREES TO 3" FROM LATCH I� �, -FTP 25 SIGN--�� ® MAX SLOPE I" IN 50' DN cw p O 05 p xa' Z 16: CONC. BUMPER GUARDS (TYP.) 4' BLUE :Klz 56' 4" WHITE PAINT (TYP) I PAINT (TYR) 12' MIN 5' I 12' MIN _ I PER LOCAL I} PER LOCA.I{L CLEAR 71SLE �1� CLEAR CODES I CODES I DISABLED PARKING STALL 33-1/2" MAX. HEIGHT 12" FTP-25 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 PARKING BY WITH BLACK OPAQUE LEGEND DISABLED AND BORDER. ALL LETTERS PERMIT FTP 25 AND 26 MAY BE FABRICATED 1' SERIES'C' ONLY ON ONE PANEL OR TWO. FTP 25 MAY BE SUBSTITUTED FOR THE FTP 26 IN AREAS 1 1/2'2. WHERE SPACE IS LIMITED. $25000 FINE SIGNS ARE TO BE MOUNTED AT STANDARD HEIGHT, (7' FROM PAVEMENT TO T84- BOTTOM OF SIGN). I HANDICAP SIGNAGE MAXIMUM SLOPE 83% SAW CUT OR TOOLED 1/4' DEEP GROOVES. 1' SQUARE, DIAGONAL PATTERN. (NO TRUNCATED 1 , 12 DOMES) 1112 1112 ' �� 44' MIN. ��� 6'-0' DI FOR 6" DROP CURB RAMP SLOPE MOUNT SIGNS ON LATCH \ SIDE OF DOOR SIGN C� DOOR 60' SIGNS MUST BE MOUNTED ON WALLS, NOT DOORS. 60' ABOVE FINISHED FLOOR TO CENTERLINE OF SIGN. COLORS OF SIGN MUST NAVE CONTRAST WITH SURROUNDING AREA, SIGN MOUNTING HEIGHT ACCESSIBILITY DETAILS SOME TERMS, SYMBOLS AND SPECIFICATIONS MAY NOT APPLY TO THIS PROJECT. Ld Fn uV) COO • • to ' • • a. Lu LJ .. •LLJ • R • • ,eA111111�,_,nillllllle , II'11,,,RR......RR„IIIIII .-na011-I------ um-. ��i�IlluuiliNllllllhl� U) DC O ui U o DC 0 r lLz z� (J :D 0 � Oar -Vm UzJ Of (, LG >>t6 U U O U) U O Ex m O IL tL H z 0 W K W Q 0 0 Z © SEPT. '04 THESE PV S MD THE INFORMT10N SHOWN HEREIN ME THE P16FWN 6 EOIIP• •1106t5 ww NOSDDIS PA AND R94ODL CWK 06CIlaUi5.5 OR 0 T f" M R1fO1E OR N PW7r IS ORMY PIP "ED •D•Of WRODR fiIDRS9•l COMM. NO: 040503VB DATE: 20 SST, 200 BY: m CH'KO: PD SHEET NO. ACC OF ONE L INDIA N RIVER DRIVE LI ti oi'� U + +O�2 T �a + tiJ Ot�IU r�QW PROPOSED 9VE ST RY \BUILDIN �• — COOVRTAL HOUS C _ (C1�pQENT CLERK OF COURT 0,, U) 6, BLgLDING) tV 0 N W � d EXISTING PARKING LOT (REQUIRES MODIFICATION SEE CIVIL PLANS) 1 NOTE: THIS PLAN ILLUSTRATES RIGHT OF WAY IMPROVEMENT DESIGN AS PROPOSED BY D.O.T. AND THE CITY OF FT. PIERCE, WORK WITHIN THE RIGHT OF WAY IS LIMITED TO CURB REPAIR AND TWO ADA CURB DROPS. (SEE SHEET A-D. oL/p r 0) ANNEX HOUSE s AQCN 17 ® SCALE, I° m 20'-0' EXISTING CHILLER 00 PLANT 00 CTURAL MA TED FLAN w z E W m W co V) Q V) a) N N o m (n o ~Q� o zol z< W o U Q — 0) �OW to < < �- ^ UD_=LLJ _j N z = QLd rm moz J Q Q� O Q LOW2 w (D > (_ ul U N W a W 0 0 = Q U � Q Q J Q W V) Z Q X Z Wo m U 0 ®0 IL O U~ IY LL_ D o ) Z c" a" z O U g� U O W ® Of Df tll O a U U)�u- U L41 O Q� Q 0_ u- m IL Y 0 N mm 0 w 0 a z z Ic a z o O w m jn � GC W d' to Z � W a � N o - O Z © SEPT. '04 RHESE PlM6 MD T E INf9RwT SHOWN HEREIN ME THE PI6PFAIT W EOHND DRRNS45 ■ROEEY mmffe , PA MD ROVOWCTM 06Clo5UAES OR ME RB.B�f N ME OR N R 6 OG1 y Plia- NBIIFD WRHDUf WRRIEN PFA®ON. COMM. NO: C40503VB DATE: 20 SEPT. 200 BY: EFH CH'KD: PD SHEET NO. AMP OF ONE 1 II WINNOW + .. , . SANITARY '5 _ SEWER ��6�203=EH.9g t� G' " �� �� _ 'ND/AN R_Dk'IV —� _ E 100,50, ._ PROPOSED CLERK OF THE COURT BLDG. r.� IIIhIIIIHIII i b, di CO Z/ ORIGINAL COURTHOUSE / 102,80. S` SCHEDULED FOR RENOVATION BUILDING ISOLATION VALVES IN VALVE 4 BOX W/ TRAFFIC i Q �� COVER / U 3 ' OPEN CUT IN � ✓ S �42" E� 89- sa _ ----I I ASPHALT 20�3 HIGH .. I8-4 ------ ------ — -- �` ST NE WALL I -I ` ®16" CHW SER �� � `\, ,ciQy,, p J� cv CONC. WALK \ 4R. �/ a ROCKS V) VIA- + rr� l` II II iL-VI\ \\ COURTHOUSE ANNEX + \ y 8" SC EF LERA,� --- --�®� LINES EXTEND TO EXISTING CONNECT R _ EXISTING COURTHOUSE BUILDING O --- ' i�r - ----_— �� l4'X14' CONC. SLAB MAINS INTO NEW SYSTEM t o J r i- AND GAZEBO TO o EXISTING ILl/ + �\\\\ REPLACED BY OWNER CATCH BASIN I 12, 8' PALM �\� EXISTING NEW PAD Z 4Q TWO PALMS GARAGE MOUNTED OIiL SC EFFLER ��� U TRANSFORMER J STUMPS TO BE Q � .. + 8° GUMBO �� -� REMOVED IB-5 + LIMBO ���\ EXISTING 6" CHW SE12 2 fl �� S 08 50V 6" E 102,37'` Q1O \. MAINS FOR EXISTING ti �=-- -__- + 10" PALM ��� 26' O�K COURTHOUSE BUILDING r + z '' Lmvw B.F.P. BACK FLOW PREVENTER SCALE% I" = 20'-0" I.B. ISOLATION VALVE BOX ❑ PP POWER POLE NOTE: THIS SHEET HAS BEEN PROVIDED F 12 EF E QN1Y Q TO ILLUSTRATE THE CHILLED WATER SOURCE F R THE PROPOSED CLERK OF THE COURT OFFICE BUILDING. CONS UCTION OF THE NEW 900 TON CHILLIER PLANT AND INSTALLATION 0 THE INSULATED LINES AND VALVE BOXES IS A SEPARATES AND ALONE PROJECT. THE NEW CHILLIER PLANT WILL BE COMPLETED PRIOR TOTHE COMPLETIQN OF THIE NEW CLERK OF THE-CQUOT I w -i Y a p - Z O W m t/N W ~ O =) to a fN 0) O N N m Z N Q o Zp I U Q Cfl Q < U- /, -� N Z Ld Ld J Q >- W mw0 0 n W 2 W to > a W U W a p Ql I U Q Q D J Q w N W IL 2 U z_j Lu 4nt > w U J Of W® W � � U J u1 a D 0, O Qm uj z � U,® De0 Jon- zLL �°u- W o w w 0 m a Y m W a 0 a U U O w 0 o d y Z 0 L J,, = VI y > W X Lo O Z � W Q n N � O Z © .JUN. '05 TIESE PUNS Mo THE INPOR/M 1d1PNN HEMN ME TIE PIOFIIIT W DAIRftiD OMIF18\S ® I/WIE= PA I IEPIApICibtt9. d5gD9 M M iHEI®F Al WIOIE m W w 6 WI y PIO- HI91ET N1RIWf NifliFT! PF181�ON. COMM. NO: 040503VB DATE: 24 JLM 2005 BY: KPB CH'KD: PD SHEET NO. Auv d OF ONE IVI I I VVIV V I V STRIPI P NG THE PARKININ REG LOT THE EXISTING PARKING LOT LOCATED WEST AND SOUTH OF THE PROPOSED CLERK OF THE COURT BUILDING SHALL BE USED AS A MOBILIZATION AREA DURING CONSTRUCTION WITH NO PUBLIC ACCESS. AFTER CONSTRUCTION IS COMPLETED THE CONTRACTOR SHALL RESEAL AND RESTRIPE THE PARKING AREAS. STRIPING SHALL MATCH THE PROPOSED LAYOUT. IN ADDITION, THE CONTRACTOR SHALL SAVE THE EXISTING WHEEL STOPS AND REPLACE THEM AT THE END OF CONSTRUCTION. ANY DAMAGED WHEEL STOPS SHALL BE REPLACED. PROVIDE ADDITIONAL WHEEL STOPS AS SHOWN. T n ANTIC n TIC A VENUE / n p l� lI' E REMOVE AND B (( w (� p V lJ SECTIONS OF BI NEW CURB I RAMP Pl- EXISTING BUILDING L O Q — -- EXISTING PUBLIC 13 A Z DEFENDER BUILDING U D N ti: I I I - \ rn o I� 0d� REMOVE OLD MASONRY WALL AND INSTALL NEW 6" CONC. CURB WITH WHEELSTOPS -'FIVE STORY BUILDING IA EXISTING CX I0 L ALL CURB. + '- -DUMPSTER W/ 12' X 12' PAD AND MASONRY ENCLOSURE (SEE SHEET A-IU 1 THESE TWO SPACES ARE DESIGNATED FOR PUBLIC 1 1 DEFENDER BUILDING i 1 1 13l l� ' ----J� � l , loll SITE PLAN 0 SCALE, 1" - 20'-0" EXISTING BUILDING REMOVE AND REPLACE CURB AND ASPHALT AS Qj REQUIRED FOR NEW ROW OF PARKING SHOWN NOTES, ¢. CURBING PAVER SYSTEMS ALONG ROADWAY ARE NOT IN CONTRACT ( THIS WORK BY CITY OF FORT P E12CE AND D.O.T.) b. SEE SHEET L-1 FOR LANDSCAPE PLANS C. SEE SHEET C-1 AND C-2 FOR PA ING AND DRAINAGE PLANS d. PAVER SYSTEMS AND CURB REP IR IN BASE BID. O o R. . W. NEW ICU B RAMP f REMOVEJAND REPLACE ALL SECTIONS OF BROKEN CURB ALONG I.R. DRIVE O p� V � I O Q O O FORD AIL OF TY ,CAL CURB AMP SEE S EET NEW RAMP P.O. W "A SPECIAL NOTE, I SHEETS A-1, C-I, AND L-I DEPICT CURB, PAVER AND PARKING IMPROVEMENTS AT THE EAST ELEVATION OF THE PROPOSED BUILDING, WITHIN THE RIGHT OF WAY OF INDIAN RIVER DRIVE. THE D.O.T. AND THE CITY OF FT. PIERCE HAVE TABLED INDEFINITELY, THE IMPROVEMENTS WITHIN THE R.O.W. THEREFORE, R.O.W. IMPROVEMENTS ARE LIMITED TO THOSE CALLED OUT ON THIS SHEET, WHICH INCLUDE CURB REMOVAL AND REPLACEMENT ALONG INDIAN RIVER DRIVE AND ATLANTIC AVENUE, BRICK PAVERS AND FOUR (4) CURB RAMPS. I I 0 0 SHORTEST NOTES, ACCESSIBLE THE ACCESSIBLE ROUTE MINIMUM WIDTH ROUTE TO A SHALL BE 36" AT DOORS AND 44' AT CURB PUBLIC ENTRY IS RAMPS TO COMPLY WITH 2O01 FBC 11-4.3.3. W J a Z D- w mtn_(D a V)O'o Q N (V co V) m S Zol Za W U Q�C>7 o a QLo N = U 0- n o LLI a" Ld Z = U >a m 41 J a moo W co > D- ,nnnum,�,nm�nu, IIIIOtlII�N���bl'il � APPROXIMATELY 160 LINEAR FEET ® DEPICTS ACCESSIBLE ENTRY FOR PUBLIC - - - - DEPICTS ACCESSIBLE ROUTE D O - U W Q i— o J LL - o z CA 'OD Q �^L,� 0 t UQJ 0C m w IL Ww Uoofi8 U lL D>W J O a -J Uo U)°u- A v SITE DATA w BUILDING AREA AIR CONDITIONED, OTHER AREAS, O x O STREET LEVEL FIRST FLOOR 384 S. 10, S. COVERED WALKWAY AT STREET LEVEL 2,064 S.F. a' w SECOND FLOOR . 12,032 32 S032 BALCONY AT FIRST FLOOR 435 S.F. THIRD FLOOR 12, S. BALCONIES AT SECOND LEVEL 759 S.F. FOURTH FLOOR 12,032 S. BALCONIES AT THIRD LEVEL 759 S.F. BALCONIES AT FOURTH LEVEL 759 S.F. TOTAL57,096 S, SKYWALK AT SECOND LEVEL 594 S.F. Y I TOTAL OTHER AREAS 5,370 S.F. PARKING HARED BY JUDICIAL COMPLE , TOTAL SPACES PROVIDED 34 F COURT PARKING, EXISTING 5 DISABLED SPACES REQUIRED BY II-4.1.2 2 PROPOSED 9'-6" X 19'-0 34 OTAL PROVIDED 4 0 NET GAIN/LO -16 EAST PARKING LOT,EXISTING o 91 PROPOSED 107 9 NET GAIN/LOSS +16 m 2001 EDITION, SECTION38.1.1 EXISTING ZONING, C-4 CENTRAL COMMERCIAL SURROUNDING AND EXISTING LAND USE AND ZONING, C-4 CENTRAL COMMERCIAL (NORTH, SOUTH, EAST AND WEST) LEGAL DESCRIPTION, TYLER'S S/D OF PT LOTS I AND 2 OF GOVT LOT 4 TYLER'S S/D OF GOVT LOT 4 - EX COBBS S/D OF LOT I IN SEC 10-35-40 - AS RECORDED IN PL BK 3-40 (I.D. 2410-802- 0000-000/7) AND TYLER'S S/D PT LOTS I AND 2 GOVT LOT 4 - N 59 FT. OF LOT I E OF S 2 ST AND W OF INDIAN RIVER DRIVE - LESS LAND TO MCMULLEN (1) (MAP 24/I0G) (OR 231-2581) (I.D. 2410-802-0001-000/4) AND TYLER'S S/D PT LOTS I AND 2 GOVT LOT 4 PART OF LOT I AS DBK 22-518 (MAP 24/I0G) (IA) (I.D. 2410-802-0002- 000/1) AND TYLER'S S/D PT LOTS I AND 2 GOVT LOT 4 - S 251 FT. OF LOT I E OF S 2 ST. AND W OF INDIAN RIVER DRIVE (24/I0G) (I.D. 2410-802-0003-000/8) A CONTRACTOR EMPLOYEE PARKING THE OWNER WILL RESERVE TWELVE (12) SPACES AT THE PARKING LOT CURRENTLY BEING LEASED, (LOCATED EAST OF THE FT. PIERCE HOTEL OFFICE BUILDING) FOR CONTRACTOR PARKING. THE OWNER RESERVES THE RIGHT TO THE METHOD UTILIZED © SEPT. '04 THESE P4 ANo THE INFORMATION SHOWN HEREIN ARE THE PFAM W OF FOWD ONNNOR5 MINIM NICHTMM PA AND R011001iC IONS. DOCIDfi = OR USE THEM N WHOLE OR N PAIR IS WROISLY PRD- HNOD NRNIR WNRON rDwaanN. COMM. NO: 040503VB DATE: 20 SEPT. 2004 BY: kR CH'KD: .FB/PD SHEET NO. ASP-1 OF ONE FRI IMPORTANT LAYOUT NOTEF STANDPIPE AND STAIRWELL GEOMETRY FOR THE OCTAGONAL TOWER SHALL Q Q A/C CHASE BE LAID OUT STARTING FROM THIS POINT DASHED LINE DEPICTS LIMITS OF BITUTHENE 3 4 5000 MEMBRANE AND rJ 1 DIAM. DRAIN PIPE. 124'-O" 13'-6 13'-6" 17'-8" 24F-0' 13'- ' 14'-2' 1, 9'-6" I 17- " 6'-0' 2 5/ ' 2' / ' 2' 5/ FALL URN CE 12 6, 111 19'-10 I/2" T-2' 3'- " 8'-�' 4'-O" 6' 9' CURB ' - -- CAST C NC. G SALT FIN. 1 OUTSIDE PAD. L NTER WAL -8' T 2' (FLUSH / P V r t - - - - SEE ALS NO APE A - - - - - - - - Q I �rj ?�ARCHIT TUR AN L-D kFFE IL. -------- " -------------- i° 4'-O` I A 4 O• SC�,PE AR A ,' J o PLA TER Q s Q 0 p , B FACE/COL. - y' D AM. 0 0- W W - - r _ IMP RT NT O O INERGEN F U U ALL MASONRY FOR C AGONAL TOWER M Q0 BOTTLES START EAST-V EST ALIGN- \ / o I ILL SHALL BE 12" CMU U E S NOTED �0 Q�FOR FIRE MENT OF ELEV CORE HERE 20 D, 20 p, , STRAIGHT l JP OTHERWISE. ALL C 12ETE COLUMNS 13'-7 5/8" SUPPRESSION -- SECTION , IGN FACE/ U WITH "� 24" X 3 , SHALL BE II 5/8' TNI K O MATCH A i SEE SHEET F I F CE OF COL MN I OF WALL N N_ - - _ - - iv BRONZ BL ' iv _ - 7 — P _ CMU T I 'A TUAL. A-14 THIGH ' AIR I I THE MAIL ROOM IS DESIGNED TO BE AN Q 3" DIAM. ® WALL ELEVATOR LOBBY b I (BASE I > EXPLOSIVE CONTROL AREA. ALL PERIMETER STORAGE l- WALLS SHALL BE 8' SOLID CONCRETE (SEE N i0 MAIL IWNARL 003 B 5 QI NT Y T NDY� STRUCTURAL). THE INTERIOR DOOR SHALL BE 001 002 R DI S PT. L V BLAST -RESISTANT. THE EXTERIOR WINDOW ARE (TWOSTORY) DESIGNED TO BLOW OUT IN THE EVENT OF N ® t 1 -8 -O' 2 Vy L a i9'-I' R. HOUR R.W.L. L-3 1. EXPLOSION, RELIEVING INTERNAL PRESSURE. 6' DIAM. RAINWAT 12 — O WALL 2 HOlA2 O `� LEADER PIPES L-I L-2 WALL ��' 'O FACE/COL ' in i+a is• FUTURE'S TUBE (N.I.C.) C - - M ELEV. ELEV. - a" DIAM. IT-0" GRAND LOBBY D TA/PH E � b ALIGN FACE OF CON 6-8" SHEAR WALL WITH F E 005 FACE/COL - OF COLUMN o0 2 NR WAL 009 6" J D - - - - 7 A STORAGE 02a 3 1 m" �P (TWO STORY) i o ELEV. EQ. I O ° a U 26'-0" LEC Zo ooa 3 w M 1 Ho 007O I I Q - 8• I 1I H 0'-2 I/80 Q LL FACE/COL. 1 HOUR AUTOMATIC FIRE DOOR E - - _ Y-O' (ROLL DOWN) Z 3'-4. 2'-8' INFORMATION �,. R.W.L, z FOIIL-4 4'-41/2' �' - - - - - - zo LIMITS OF N _ — I O tV OFF I I _ ; BI UTHEI 3000 Q STORAGE VAULT a2 006 _ OIO 6 -2 V/ I H0U Q MEMBRANE AND _ _ W 4' IAM. DRAIN PIPE 577 SF. ` - I -2 E•5 FACE/ OL. .' f _ ��cy ' �0 N G - FINISHED FLOO ELEVATION 8.0' NGVD v m — —MEN — —WOMEN - - - - - - ro FEMA BASE FLOOD •I HI -LOW ATER CO LER 012 013 ❑ - - _ -. - - N ELEVATION ZONE'X' OUTSIDE OF 00 YEAR m_ A - - - - - KKK- -- - FLOOD PER MAP a 120286, A-12 I I-z PANEL 0179F i� I I H UR I I LEASE SPACE c0 N FACE/COL. _ _ _ NTRAL STOR. I = `� 017 014 O FIRE RATED In Olb O 1242 SF 6'-0' STOR. VAULT ttl N ( N O 572 S.F. 6 .O F� FLOOR 15 '-4' R.W.. L-5 1'-3 5/8" - I - - , N 0 m $. 2 L RETAINING AL 10 _2 i0 !: 8' TALL F E ...y '-� 6'- 4, I, - - - - - - - m K FACE/C - - ar>FALL —r 019 N I I In O 5° CONIC. SLAB R.W.L. I STEP d `r L-7 DOWN 7t I AIR INTAKE 8._ CH. i ED i0 E) ® 18 ' I H U 1I i -io- --- ° 4 EXIST'G I i i, FUTURE COMMERCIAL - - - - - 2'-8' y TRANSF. I , KITCHEN AREA M - I 11 1 ❑ I Q y v v 2 I ffEV. EQ. _I SPRINKLER RISE I 11® i I M I ' DEPICTS ACCESSIBLE ENTRANCE L F CE/ - 23'-4" - - IH UR - - 1 - LOCATIONS AT STREET LEVEL NEW TRANSF. EQUIP. YARD O OUR 1 1 AIR 2 1 11 1 P,W, . O I Lo GRAVEL) STAFF i I L-6 ❑M /f En GENE12ATCR - Ir - - ELEV. i 2 HOUR �0 e' 021 LOCKABLE 2 011i2 i LEASE SPACE 2 HOU I I I WALLS i r In 8' FENCE I I 023 `� F C ` -0 €GATES O 1780 SF © N 3'-4 3/8' \ ° 2'-8 3/8" I - - - - - - - - - FUT. THRU-WWLL EX. HOOD M A / L..--- !; MAKEUP A�R VENTILATOR �IV.I.CJ Is-o• ELEV. LOBBY, e I----0--� ❑F p p - - - 022 - © co N ACE/_COL - - 8' 3 9/Al 116° -8' 5'-0' 3'-4" ,Q , WALL LEGEND NEW WOOD STUD WALL NEW CMU WALL FORMED AND POURED CONC. SHEAR -WALL CONC. FILLED CELL W/ 1 *95 VERT. BAR CONIC. FILLED CELL PERMANENT INTERIOR STEEL STUD WALL (NOT DEMOUNTABLE TYPE) CORUMN AND POURED CONC. I 6" X I " STEEL MINIS. 5.0 J © ® C 0 IMPORTANT NOTE: � 2�'-0" � O � ❑ l Y IDGE �/ -e" -8• "A" SERIES SHEETS INDICATE BUILDIP ABOVE 2',0 8" O SHELL INFORMATION. 21' o" C iC "SP" SERIES SHEETS INDICATE SPAC �' PLANNING, INTERIOR WINDOWS, IC 6-p• EXTERIOR AND INTERIOR DOORS. "ID" SERIES SHEETS INDICATE INTERI DIMENSIONS, CASEWORK E FINISHES IL I csT���T LEVEL) SCALE I/8" = I°-O" REFER FLOO; AIGEA - IO,384 S.F. ❑ WINDOW 8C TIO SHEEDULEET -22 FOR w 'I a Y - Z D_ W _ m to F_- p � Co Q N Cn p N CV M Q H N ro M N c Zp I Z Q o�rn �oo I-z J CV L) Z rmW Q z W N= w co>a- U W Q W D N I Q U D Q Q J Q w (N �-- O J 't l.l__. LL N 0 1�- v 6 D � t° J O Q —I fj O <u m w2-8 WQLG Of W -i>a Q �LL —'oF- �O U)Co H U w w OI a- L6. m Y 0 m o z 0 W cn O V9 tr ; W w 0 o z 0 w a N � _Z 0 © SEPT. '04 THESE PLANS MO THE INFORMATION SHOWN HEREIN ME THE RmPERW OF F➢O"Nl DIBENNS RNQE'.VIOIMM PA MO NEI RODLcnON% DISMOSIM S OR M iN X F W WHOIE M W W 5 EFIRMY PRO- H®iE➢ MLOiOIff WIOfIE! PEW690N. COMM. NO: 040503VB DATE: 20 SEPT. 2004 BY: GVM/EPH CH'KD: PD SHEET NO. A-1 OF 27 A FACE/COL_ O (:B FACE/COL_ A A-14 - 4 0 C ACE/COL._ ( E � mm" m ACE/COL._ =ACE/COL_ 3 4 5 6 6.5 7 124'-0" I I I 13'-6' 13'-6' 17-8" 24'-0" L IV-8 14'-2' 9'-6' 17-4 6` STUDS AT 16 O.C. STANDPIPE AND JTAIRWELL 17- 9ge 8 9 *-3'-4 1/16" �. lIII II II IIII • ��!rinr,� i► • ,,� • • • •6-7 • a r • • • /,annaa== P��nr �� .I\ i _ nnnmr�= anrnnnmm1m=_==�nnnun mm�munnm I_=ornmmnu IIN - inn mnN.luc�_ aclmm� nnm� 1•=,=arinmmunn / • 0 0�� 0 LL MENT OF ELEV. Rm ALIGN 211 ■I p • • • .-� I11 I �11 11) _ • - STAPT EAST -WEST ALIGN- �n,11■ Ins • • , • I Iift, ENLARGED, STAIR 01 PLAN 10 Em iin� •- �niil � IIIIS - ® - 9 7 7 '- �l �nnnnnnnnnuunnnnlRaN•. s I � � u Fa! )• LEADERPIPES lununnmrd /nnl.nuul Iona • - �,7-9 Em 0 ® - �me °all [NJ � II II nlnnnnlmnlinmm�l. • T�i�6 _ • • i i !. � - 'fl • ICI 7 ICI • i _�I6i • �� �r ,,� - cE -ifE� � Q2-� I M 5'-4" _ � � IH U NO BALCONY — — - — — — — — E.5 T THIS LEVEL t!j� I FA E/CO . In 3 THIS PIPE SH LL NOT 0) _2 PENETRATE THE FLOOR BEAM ON TEI L W THE T WINDOWS MUST BE A 45 MINUTE RATED FRAMES AND GLAZING PER THE WINDOW SCHEDULE ON SHEET A-22. THIS 2 - STORY LOBBY i0 ❑ G I IS ACTUALLY AN EXIT ACCESS CORRIDOR. WINDOWDIDOES NOT HAVE TO BE FIRE RATED, -- --�- - - - - - - - L II.P9�s�Ef'A�Lb&I�R _I_ ®®- ® ASSEMBLY SINCE IT IS AN EXTERIOR WINDOW. to I ' ao tv E 1 R.W.L. L-5 (o ® ® ❑ I in — 1 � ED 6-4' -8" 3•-8- 'CI R.W.L. 7 io in Q MECH. ' �o AIR INTAKE 4 SPRINKLER RI — — — — — - - - - - - - TAIR- 2 HR WALL I I RW L. I H up?O WALL r \WALL,' I UNISEX L$ ��" , - o 1 a 2 HR 0 L— ... I I N ' ENLARGED 4 r (0 7 cSTAIR PLAN CLQS. ' —1 I UNISEX I -0. 121 L OL ELEV. I I I 120 U DN E118 -- iHOUR I ❑F F a m 7•-8" ❑ 2'-8 6-8' 2,I`8° ❑ 7-4' 8'-3 9/16" 2'-8' 5'-4' 7- ' 5' 4" 2'-8' 8'-3 9/16" BREAK L 26'-0' 27-O" 1 123 AREA OF REFUGE ® I p OJ. o F L dN 4-g• 28 2=0. -o -$4''6 W 10 Q °, L ED I cF i QST FLOo I1 12 SCALE I/8" = I'-o" FLOOD AREA — 10,616 S.F. IL j— CUSTOM ALUM. OPEN FRAMES (SEE ELEVS) IMPORTANT MASONRY NOTE: ALL MASONRY FOR OCTAGONAL TOWER SHALL BE 12' CMU UNLESS NOTED OTHERWISE. ALL CONCRETE COLUMNS `O SHALL BE II 5/8" THICK TO MATCH CMU THICKNESS, NOT 17 ACTUAL, I - AT THIS LEVEL, ALL SIDES SIDES OF THE OCTAGON SHALL BE ARCHED AT THE TOP (SEE ELEVATIONS ALSO) ARCH ABOVE IMPORTANT NOTE= ►A ONLY APPROVED SEALERS CAN BE APPLIED TO THE CONCRETE SLAB PRIOR TO INSTALLATION OF THE TATE PEDESTAL FLOORING ADHESIVE. ONLY FLOORS ONE THRU FOUR REQUIRE CONCRETE SEALERS. (NONE ON BASEMENT LEVEL). REFER TO SPECIFICATION SECTION 10220-13 FOR A LISTING OF SEALERS COMPATIBLE W TATE PEDESTAL ADHESIVE SEAL BOND 95. THE SLAB SEALER IS APPLIED BY THE GENERAL CONTRACTOR AS A PART OF HIS BASE BID. THE PEDESTAL ADHESIVE IS APPLIED BY IRVINE ACCESS FLOOR, 6 A-Ib DRAIN TRACK (PROVIDE DRAIN TRACKS AT ALL BALCONIES. SEE DETAILS FOR LOCATIONS.) BALCONY EDGE HELD BACK 4" FROM FACE OF MASONRY P WALL LEGEND NEW WOOD STUD WALL CII1� NEW CMU WALL ® FORMED AND POURED CONIC. SHEAR -WALL CONIC. FILLED CELL W/ 1 U5 VERT. BAR CONC. FILLED CELL =2=2772= PERMANENT INTERIOR STEEL STUD WALL (NOT DEMOUNTABLE TYPE) ® C LUM AND POURED CONC. Q LMN BALCONY EDGE HELD IMPORTANT NOTE' BACK 4' FROM FACE OF MASONRY "A" SERIES SHEETS INDICATE BUILDING SHELL INFORMATION. "SP" SERIES SHEETS INDICATE SPACE PLANNING, INTERIOR WINDOWS, EXTERIOR AND INTERIOR DOORS. "ID" SERIES SHEETS INDICATE INTERIOR DIMr-NSIONS, CASEWORK E FINISHES. I X REFER TIC SHEET A-22 FOR �I , WINDOW SCHEDULE I w Y a o _ Z w _ 00 c/ t= o a (n oN, o Q O m W M rM fn oD I— Zal Za Liz g O�� a-1. I� a a 2 (L ^ J N = U (L I� Z = Q <v LLJ 0 >- m W moz J a m0 o w (D > a. 0 U 0 ILL LL ® � aCR d z f7 y ® O Q LL cy m W Wof I11 U U al >>a U LL o J O � °0 0 w D_ O CL L� m I w a o z 0 0 w N w Dc 12: uo z W D a N - o z © SEPT, '04 THESE PUNS MD THE 114 IX RTRIN SHOWN HEREIN ME THE PImRFIT 6 Wp NiRER•5 WN AKHT £ PA Mo REPRomcn l6• oox!asu•s OR Dg THEREOF N N OR N WRr IS DPRF59.T PRD- HFNED WillpUf WRRTEN PFA,woN. COMM. NO: 040503VB DATE: 20 SEPT. 2004 BY: GVM/EPH CH'KO: PD SHEET NO. A-2 OF 27 I 2 3 4 5 I I I I I BALCONY FDJ ® ® ® ® D D © I❑ Ec 2 P A A-I4 _ _ ELEVATOR LOBBY © I 201 FYI 2 I R WALL 6"DIAM.RAINWATER-------- LEADER PIPES L-I E L-2 0777 PH. DATA I ELEV. ELEV. I cam, 205 0o IN 7 p - - - - - - - - - - 2 H12 WALL C I H2 WALL A ELEC, 20911 A-13 I 208 " - ® NIGH BOTTLES I ® ® , L OI yi FOR FIRE SUPPRESSION ( r r I SEE SHEET FS-2 O ( I -- At 5 IS�X_ -- — E.5 -- Z I 3 -2 ❑ _ _ G A-12 _ I c I � ❑ © © I R.W.L. L-7 MECH. 223 AIR INTAKE SPRINKLER Rlt ENLARGED 4 STAIR PLAN A-1 S--\ ----------------- : _( y6 a-pONN��N�N1�NQ1�l L 'eli s ===Z 2 HR r 1•� p : _ w �� �� : • 22 s nm�n �/J-lv SEE SHEET A-21 FOR BRIDGE INFORMATION. SEE ALSO STRUCTURAL ❑ DESIGN DRAWINGS BY ❑CONTINENTAL BRIDGE. Y 6 7 8 9 I I 1 I 1 I I I © ❑ ❑ © IMPORTANT MASONRY NOTE: ALL MASONRY FOR OCTAGONAL TOWER SHALL BE 12' CMU UNLESS NOTED © OTHERWISE. ALL CONCRETE COLUMNS UP 3 ENLARGED _ q_Iq STAIR PLAN SHALL BE II 5/8" THICK TO MATCH CMU THICKNESS. NOT 12" ACTUAL. �N � 2 •L ©I NOTE CELL ADJACENT TO POURED COLUMNS AT OCTAGONAL WINDOWS WITH CONCRETE AND NO STEEL R.W.L. L-3 (TYP. AT SECOND THRU FOURTH FLOOR). I C FILL CELLS AT CENTER WALL SECTION WITH CONCRETE U AND I tt5 VERTICAL (TYP. AT SECOND THRU FOURTH FLOORS) I I n © . ❑ 1 R.W.L. L-4 1 I I I ❑ O 1 J 561 Q I - � I I R.W.L. L-5 Y _ _ 3 Fo -16 I ; BUILDING PLAN (SECOND FLOQ) SCALE: 1/8" = r-O" FLOOR AREA - 12,032 S.F. C 231 J N. ELI 2 BREAK 233 FQ I I *T L 't! t © © I IMPORTANT NOTE: "A" SERIES SHEETS INDICATE BUILDING SHELL INFORMATION. "SP", SERIES SHEETS INDICATE SPACE PLANNING, INTERIOR WINDOWS, EXTERIOR AND INTERIOR DOORS. "ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK E FINISHES. REFER TIO SHEET A-22 FOR WINDOW SCHEDULE Q I w �Q Y o . Z � w m fN F- O Li a :D tD i)O'o �0 N N Li 0] acono Goo o '- zo I Z W S Q CA W p EL N U a.=(� ° H JQv Li Z D = w O z J Q W. 0 ° L0 Li W w>� Rol'llpupl 1 II'"•n„1'' ,nllllllhI,nlllllllln In�iNNulll�dl�i�l I���Ivnllli�IIIDD' �j 1_.IL O U LU 1DL ° F— o LL J LL z oZ (30 Z j �m Qu- 1__IL m W z WW 2 � u- Uo J 0 � °° 1- 0 W o m O D_ LA. © SEPT. '04 TH PLZ AND THE INPONMATION SHOWN HUMN ASE THE rtartmT s m m now ■mET m ma PA NN NFPM UMM DBC� a M TNmmF N N1NE NI N PNff S OPIR�T N6 COMM. NO: 040503VB DATE: 20 SEPT. 2004 BY: GVM/E PH CH'KD: PD SHEET NO. A-3 OF 27 1 3 45 6 O O UI I WI I LLL LQL 124'-0' I 13'-6" 13'-6" 1T-8" 24'-0' 13'- ' _ 5 WITH ALUP GUARD RAIL STANDP PE AND JTAIRWELL <a A/C CH SE I A-16 I A FACE/COL. - — Q B FACE/COL. _ A A-i. 0 C FACE/COL. in1, 6-8" FACE/COL. E FACE/COL. H FACE/COL; FACE/COL. _ L FACE/COL. � 1 I -13 8" _;0 tv 7 -16 ZD - 0% in O C14O _ J m A -12 — b nit, 9'-6° 2' 9'-6" 2'-8" $' 6' STUDS AT 16 O.C. 6 STUD • 16 O.0 START EAST -WEST ALIGN- FOR CURVED WALL Q FOR LA CURVED WA L MENT OF ELEV. CORE HERE W/ GLASS BLOCK ALIGN FACE/CMU WITH 4'_O" M 7- " 9. II C Y 8-2. FACE OF COLUMN p.r � 4_O. II'-7° 2'-8" C Y7 8 9 OI O O W WI' WI W I 7-10" L 1 +-3'-4 1/16 E7� I NWNNINWWIi= , ,= i I_ \FRIII •w• Mir NL Wl Iy\IWWCI�WWW6W—@NNNNIWWNNWdI 'vSHALL NOTED III, ♦MEQA • i •• . - • CH - •- _ _ • o • n - M�111111111 o IIII �'I uEm• • o �, 1111111111 . i . .I • - WALLi �� I�bWNNWN.Y.NNWNWNW�N�WNWiNn�. 12 WALL : • �a. _.__,�.__. n..aam.ind unnsn�nl nns • / ME ' _---------.—' -"'----_.___-'� I EL� ���� �� mil•JR WA . 9 Sm S �1 3 _ 111 11 • - � • ® Em ALIGN FACE OF • moolloo SHE .. . . mmm 'J . r �I[61. • !IIIOF COLUMN CG 4 1— r I N�1NI E C ;' WIOMEN I N co I L31fd I F N 315 _ I --L-- ---- E.rJ — -- R FAC /C L. I 3 I _ _ _ _ __ Q_ r I i - o- - - I 5'-4' 2'-8" 5'-4" 7-8" 3'-8° d to MECH. 320 AIR INTAKE --"/ O N SPRINKLER RISE -------------- o STAIR 2 2 H12 WALL ENLARGED 4 STAIR PLAN A-19 U6 DN 26'-0' 6'-11, 6-0" 25'-9' w to -7 JAN" 0 r BOTTLES •. .SUPP12ESSION SEE SHEET FS-3 'I �spi ,� 'lu. NncNWWnnnnWWm s��' •' Jl� I Irl�l r =/ ,.. BREAK . :./,/..:f/;./.� 9 I C8] Lmsii ® 9 330 Q nnnnnnnnWN--IsunnunWRa_ —noon IWD_o� w 09 i0 WITH ALUM, GUARDRAIL 5/8' m k_COL. N p 5 M .4-16 WITH ALUM. 3 /8' GUARDRAIL WALL LEGEND NEW WOOD STUD WALL NEW CMU WALL — FORMED AND POURED CONC. SHEAR -WALL CONIC. FILLED CELL W/ 1 #5 VERT. BAR CONIC. FILLED CELL T..� PERMANENT INTERIOR STEEL STUD WALL (NOT DEMOUNTABLE TYPE) OpCORU -D AND POURED CONIC. I MPORTANT NOTE: "A" SERIES SHEETS INDICATE BUILDING SHELL INFORMATION. "SP" SERIES SHEETS INDICATE SPACE PLANNING, INTERIOR WINDOWS, EXTERIOR AND INTERIOR DOORS. "ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK E FINISHES, REFER TIO SHEET A-22 FOR WINDOW SCHEDULE Q I w _j a Y - Z w m V1 ~ O w to Q N a)O V) N m N o ~ Q 'qt Z a C z0 1 U Q � CD w 10 Q to F— z Lo -� Li 0 _j Z �m O w J Q ai0Z CC O cn w = w (Cl>a U (n Q W o 0 _ U a Q ❑ a J a w 1n I^^'' O UJ �- o i ®z �V�m O a� �- 1__IL m W Wz W U �w U_>a _j W 0 U O U) LLJ w O C_ 0 m w Ir o z 0 N 0 N W K 0 z � F 4 r N 0 _o Z © SEPT. '04 T ESE PLMS MO R E INIWIMI SHOWN HEREIN ME 1 E PRASXIT 7 am meow EE9nET NWINNFCIC 5, PA MID REPWndILTOI6, DOMMM OW WE Rf1E1.F N WNWE m N PNR 5 �y H®IED WMW WARN PWBY90N. COMM. NO: 040503V8 DATE: SEPT.20 2004 BY: GVMO:IH CH'KD: PD SHEET NO. A-4 OF 27 3 O 5 6 6.5 7 8 To 0 O 0 0 O U U U1 U `I I ` LIJ I U U U U UI Q I LL LLL Q LaL LLLL +-3'-41/16" 124'-0" 1 I, 13' 6• 13'-60 17-8" 24'-O' IV-6" 23'-8" 12' O' 6'-0' 12'-0' STANDF IPE AND JTA112WELL 12' 6• rn W/ CONC12ET I A/C CH SE GUARDRAIL I I A 6° STUD 3 AT 16' O 8' 8 6 11/16• 8'-6 II/16" L 8'-6 11/16" 8, A-15 6" STUDS AT 16 O.C. FOR CL VED WALL' FACE/COL ` FOR CURV WALL Q W/ GLA S BLOCK 5'-0 13/16' Q - - - -- - - - ° - 4' 0• m 2'-8? 2'-8" 2'-82 02'-8• ' \ 0- E L - - - W 2'-0" -O 4:0, 5' w 4.0. " 2'_8• G I ❑ ❑ ❑ E DIME SI S F F F F ❑ FACE/COL. X[m,❑ IMPORTANT MASONRY NOTE ® ® I ® ❑ F❑ 1 .,. `/ �{ ALL MASONRY FOR OCTAGONAL TOWER N QSTART EAST -WEST ALIGN- � "� '���� E SHALL BE 12" CMU UNLESS NOTED 1 MENT OF ELEV. CORE HERB \` q0 D ZO p 6` ( ONF" ❑ OTHERWISE. ALL CONCRETE COLUMNS 403 U cc) ALIGN FACE/CMU WITH Q �' I 9 /� _ SHALL BE 11 5/8" THICK TO MATCH 4 w FACE OF COLUMN '�' Q 402 „ '' CMU THICKNESS, NOT 12" ACTUAL. A-13 b ❑ - - - - -1 ELEVATOR LOBBY b o V DI 401 B,5 F/❑OL, �•I ROADIUS'PT• R.W.L. L-3 6" DIAM. RAINWATER — — — — Q I I -- --- LEADER PIPES L-I � L-2 A-19 /21. - FACE/COL.------- _ 0 Zs. ENLARGED C - - INERGEN BOTTLE FOR I I l STAIR PLAN 6"-8" FIRE SUPPRESSION D o IT-O' O Co SEE SHEET F -4_-EI bo I 1 Q ALIGN FACE OF CONC.� /MEN` IFF i0 SHEAR WALL WITH FACE in 4 iv ❑ OF COLUMN ELEC. #II - r O E FA _ , Q 417 - ❑i00I HR WAL®; - m HIG CE/COL,8• r®T Lo�R... i-0 ao c0 L-4 -- -- 7 (V I -415 I EFTS I Nzo zo A-16 h O -16 W/ CONCRETE O7 iv Z 2 I I (0 GUARDRAIL - _ "v m I m Fm I '-3" 16'-10 I/2' — 1 - — — — — — — — - — - — to _ 4 L co N FACE/COL.zo — zo 0 I R.W.L. L-5 �O I 0 o O ® v F F K FACE/COL. — - .n ❑ ❑-9. 6-6" Q R.W.L. m FILE R o 5'-4' : -8" . 5'-4" ''8" 3'-8' L-7 ® — STOR. ❑ _ a 482iv v MECN. A C4 I ;. 425 426 a' a AIR INTAKE - 0 1 81 iO iTEV. F in I - m ❑ L FACE/COL. _ _ _ - - - - — — — — — — —ED Lo TS AIR 2 T-4' 1 R W.L. co - o UNISEX I L 6 io I � � 7431L I rn iO I I m _8• ENLARGED 4 1 1 44 STAIR PLAN A-19 I V O /COL' —V. — —I UNISEX I I ❑ 1 ELE 433 OBBY1 434 - - - - U DN I I ❑F F m F ❑— — M 3 /8• F � . T-g• ❑ '-8' -8" -8" 7-48'-3 9/16" 2'-8° 5'-4" _8. 5,-4• 2'-8" 8'-3 9/16" i c BREAK ROOM P 26'-0" 7_0" 2T-O" 2 J N 437 Q F ,° p a ;p BRIDGE ROOF ' El ❑F w "� �— BELOW 4`6" 2'-e 2'' / 6" 16 W/ 21'-0" 0 n C /COL. P GVAI WALL LEGEND NEW WOOD STUD WALL NEW CMU WALL — FORMED AND POURED CONC. SHEAR -WALL CONC. FILLED CELL W/ 145 VERT. BAR CONC. FILLED CELL PERMANENT INTERIOR STEEL STUD WALL (NOT DEMOUNTABLE TYPE) COLUMN AND POURED CONC. IMPORTANT NOTE! "A" SERIES SHEETS INDICATE BUILDING SHELL INFORMATION. "SP" SERIES SHEETS INDICATE SPACE PLANNING, INTERIOR WINDOWS, EXTERIOR AND INTERIOR DOORS. "ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK E FINISHES. ❑ REFER TIO SHEET A-22 FOR WINDOW SCHEDULE I bi Y a Z w m w to Q (n0-0 (n 04 Q O m HMd' Zol Za S O�rn L� 0 a O LD a, Qin -� N U Z V �- G7 Lal moz J Q m O Q LJ w>D_ U AK w a W 0 0 E p) In U a CC Q 0 a J Q w N ^�^, 01 U �— O J LL>2 C4 Lu ® Z Z co �w Q .>m �_j oQ� �[m WZc�S WW Uatilt U > D_ LL O 1 UO U)cO LAJ w Ix O D_ w 0 m w o z 0 0 Vl w N Z �Q W �.._ N in _o Z © SEPT. '04 THESE PLANS AND THE INFDfMA M SHOWN HENEIN ARE THE P1p W E RI16B'S BINIEY ARMVM S PA AND RMKIMCDOM DbY MFU OR IJff TMr IN W M N W 6 RD%M.Y PN- ffl D wmw NADIFN PERNSSpN. COMM. NO: 040503VB DATE: 20 SEPT., 200 BY: GVM/EM4 CH'KD: PW SHEET NO. - 5I a OF 27 TOOLED DRIP 2" LEG I" LIFT FLANGE ROD AND SEALANT it IN 1/4' THROAT. - POURED SILL WITH I tt4. D D ;• o a R 2" LEG AT HEAD AND JAMB. 3" LEG AT HEAD AND JAMB AND SILL PEEL AND STICK VINYL WEATHERSTRIPPING ON COVER PLATE ALL EDGES. N 27•-0" x Qj OPEN TO BELOW zo 1/4" ALUM. PLATE AND ANGLE ACCESS PANEL ON 1/4" ANGLES SECURED WITH STAINLESS HARDWARE. Z d o of 0 W 0 Lu Q MIA C NOTE: THERE ARE A TOTAL COUNT OF (2) TWO OF THESE ACCESS PANELS. DETAIL AT ACCESS PANELS SCALE: 3"=1'-O" REF. THIS SHEET TOOLED JOINT AND POLYURETHANE SEALANT FRY SPRINGL KK TYPE STX-STUCCO FLASHING SYSTEM WITH WIND LOCK CLIPS AT 30' O.C. —� Z IL 0 u 0 W 0 LLI UNOCCUPIED PENTHOUSE (NO FINISHES) p O-------------------- \ .20 DI 20 D / p D --------------------------------- N N UNOCCUPIED PENTHOUSE'° I (NO FINISHES) L7 ' 24" X 36" 1/4" _ A w ALUM. Ac CESS N I 0 o PANEL rn 214 f ' RADius POINT -777 COLUMNS BELOW OPEN TO FLOOR BELOW CURBED SILL 1 .1 . ; __ _____—ELEVATOQ PENTHOUSE 10 A I SMOKE VENTILATION LOUVER F,--------- (SEE MECHANICALPLANS) 8do. �'-o' OUTLINE OF MANSARD ' ' ',, ROOF TRUSSES I , 1 I , I , I - I , I , , I I I 24" X 36" ALUM. ACCESS _ PANEL STRUCTURAL ROOF SLAB (SEE SHEET A-7 FOR ROOF DRAINAGE AND SLOPES) , ' I ------------------------------------------ . I I ' I 1 I , I I , I , I 1 I , I II'-4" 3' 4" 12'-4' � I SHORTENED INSULATED STEEL 216 —12" HIGH C RBED SILL DOOR IN GALV. STEEL FRAME. ALUM. THRESHOLD L UNOCCUPIED PENTHOUSE (THIS SPACE PAINT ) PA SLOPE TOP OF SILL 1/4" TOP OF ELEV TOR ENLARGED 210 PENTHOUSE 12" HIGH CURBED SILL 1 POURED CONIC STAIR PLAN A-I9 SILL W/ Ia4 SILL DETAILAT OOQ °F SCALE1 3"=1'-O" REF. THIS SHEET m ♦ r. BUILDING PLAN SCALE: 1/8" = 1'-0" 01 ■ SMOKE VENTILATION LOUVER " —(SEE MECHANICAL PLANS) 215 I 3 _ SIMILAR W/ NO ROOF MEMBRANE. (TROWELED C NC. ONLY) EDGE OF ROOF- SLAB ' UNOCCUPIED PENTHOUSE (NO FINISHES) ---------------------- -------------- I (FIFTH LEVEL) I I I I , , IMPORTANT MASONRY NOTE: ALL MASONRY FOR OCTAGONAL TOWER SHALL BE 12" CMU UNLESS NOTED OTHERWISE. ALL CONCRETE COLUMNS SHALL BE II 5/8" THICK TO MATCH CMU THICKNESS, NOT 12" ACTUAL EDGE OF ROOF OVERHANG (NOT SHOWN FOR CLARITY) N" OPEN TO BELOW PROVIDE ZINC CONTROL JOINTS AT THIS STRUCTURAL TRANSITION (TYPICAL) LOCATE FACE/STUD TO ALLOW FOR FLUSH FINISH OF STUCCO WITH MASONRY BELOW TYPICAL FOR FRAMED AREAS. w J a � Y - Z o_ w m W �(D Q V)01O N m N Z Q 0 Z0 1 U O-rn W o a 0 to < < U- ^ N U 0- = n Q `� F- Z = >-m v w J Q IXOZ O ul w 2 W co > CL () LO w Q U W 0 0 N U I o Q Q J a W (n W cy D O uj O 0 ILL CL i- N ® ci O QA �` ,^L' 5 U g 1_IL m W z W U U�w _>a —J IL --I 06 Uo �°° 0 LLJ O a � 0 m W o z o w rn 0 y ¢ � w GS O Z � w F Q n N 0 - Z © SEPT. '04 T m PI.ms MD 1HE INFLRMATON SHOWN HEREIN ME THE NDPSM W mum DaHN6lR ■I ARMICIS. PA AND Ru%mcDONS, DWBLIRES OR OA THAW N ■mu DR N w Is NI PNO- H61ED Wff`w WRRTH PRCR.R9u1. COMM. NO: 040503VB DATE: 20 SEAT., = BY: GVM CH'KD: PLO SHEET NO. A-6 OF 27 A TIC Wn- A CELCOR O SINGLE PLY FULLY ADHERED ROOFING LER�HING.-- 7NG ---.-----.%�. -- . ---- -:--- e CLEAT a . ANGLED JOINT W/ SEALANT . 7X4X3/8 STL. ® SELF -FURRING GALV. ♦ ANGLE W/ (2) #I0 METAL LATH a X 1 1/2' S.S. PAN HEAD WOOD ° SCREWS u 16" O.C. ° o ° ANCHORS PER STUCT'L 0 00o INTO NAILER o oCo C° 9 BOND BEAM (SEE STRUCT'L) METAL DECK AND SOUTH WALL 12-19INSULATION NORTH WALL ELEVATOR ROOF 3 A I _ SCALE: 1 1/2"=1'-O" REF. SHT' A-7 E A-15 A-7 A-14 L 1 A v OVERFLOW OUTLEI NOZZLE r, r, ri r, LJ _LL _L1 --------------------- m } I I A GUNNABLE SEALANT FTR 4101 AS MANUF, A-13 I BY FISE12TITE OR APPROVED EQUAL 300 SERIES STAINLESS STEEL b 1 WORM GEAR CLAMP `r (ALL STAINLESS STEEL INCLUDING STEEL DRIVE) ; 1 � PREFORMED FTR STACK FLASHING HOT AIR WELD EMERGENCY OVERFLOW OUTLET NOZZLE, I CAST BRONZE WITH STAINLESS STEEL BIRDSCREEN, MOUNTED AT 10'-0" ABOV ; I FLOOR LEVEL AT FOURTH FLOOR, L E TYPICAL FOR SEVEN (7) LOCATIONS. 1 SINGLE PLY ROOFING ' C$CORE'CONCf,AND••' • NS-LATION 9D. A A-12 •CoNcL • OI ' I I v I I V VENT PIPE PENETR, SCALE: 3"=1'-O" REF, SHT: P-7 THIS +3" IS THE TYPICAL ELEVATION OF THE LOW -SLOPE ROOF WHERE THE ROOF ABUTS A VERTICAL SURFACE AT THE PE=RIMETER, ELEVATOR PENTHOUSES, SIDES OF RAISED TOWERS, ETC., UNLESS NOTED OTHERWISE. A O" A-19 16" MAX r' SPAC F W OUTLET -- SL ° O IAT Top O 12" ,r- z, (j SEAMS 2 i J _ •rY_ _ LL `♦J 0 I _ _ c +3" M� RR SLOPE SLOPS I ' R.W.L. L-3 0 NOTE: SEE SHEET P-6 FOR ALL PRIMARY AND SECONDARY ROOF DRAIN LOCATIONS. I OI �, 1 wT ♦♦♦♦ ELEVATOR r�_ J _♦ -------------- ------�-r �-= LJ LJ LJ +3" 1_ I L-2 CONTINUE BRACKETS L________ ----------- 3" SE SIDES ��O w O�® V) SLOPE e 6 a - SLOPE I E------- SL(5PE w O � e � +3" sLOPy � +p" U) (REF.) I I i ' w ! +3" I U I ' w 0 O SLOPE Q i SLOPE I ! O VENT STACK PER PLUMBING DRAWINGS PRE -PUNCHED STAINLESS STEEL FLANGE W/ WELDED 3'-0" SUMP LENGTH S.S. DRAIN PIPES (SUMP WIDTH 2'-01 STRAINER SECU12EMENT BRACKETS (S.S.) 12" DIAM. S.S. DRAIN I, 0" STRAINER 1'-0" GUNNABLE FTR tt101 SEALANT BY FIBERTITE OR APP'D EQUAL CLAMPING RING a•. n A ® EXTEND NON -REINFORCED MEMBRANE FLASHING MIN. \ ® U I/2" BEYOND CLAMPING 12IN N I CKMAN R®OF DRA I N SCALE' 3"=1'-O" REF. SHT: THIS SHEET I I O I I I I I I - I TYPICAL ROOFING SYSTEM SINGLE -PLY MEMBRANE OVER L I-ITWEIGHT INSULAT G CONC. ELEVATION +0' T AIR WELD ON STEPPED RIGID INSULATION OCCURS HERE R FIELD MEMBRANE UPTO +3' FTR NON-REINIFORCED MEMBRANE FLASHING +® -OVE=FLC W DRAIN a a' d ®4 4 L.W. _CONCRETE SLOPED TO FORM PERIMETER SUMP AT ALL ROOF DRAINS da d Q ® ® ®a. SEE SHEET P-6 FOR I PIPING SIZES ��- FLEXIBLE BELLOWS AND CLAMPS STANDARD PLUMBING ACCESSORY IN 4" AND 6" DIAMETERS I \ 0 a( +3" O -- � I ! pjj IbLOPE SLOPE 5 L-7 CONTINUE BRACKETS THESE THREE SIDES w Lu Q SLOPE 6 SLOPE li SLOPE a " +3" �� 0 +3" 0 ! I vv II BRACKETS ON ; HIS SIDE ONLY RID P.) ♦il �7- _ III I i COL BELOW (TYP.) a; IE I/A-7) p R.W.L. L-5 01 n SLOPE SLOPE '"y SLOPE Q SLOPE �•v� I I w ui 0 o II U) U) V INUE BR KETS i +3„ 3" ♦I - IL L-6 +3" S L� a SLOPE 8 SLOPE. o� CONTINUE B KE S THESE SIDES SLOPE b SLOPE r, �ir--- ----------------------'V1V--------------------- F- — LJ I LJ LJ I LJ i ! SKYW LK ROOF BELO (SINGE PLY FULLY ROOF PLAN SCALE' 1/8" = 1'-0" I I i � 1 I P n WALLS BELOW _ (T PICAL) Q FORMED METAL ROOFING PANELS W/ O STONE CHIP FINISH. I (TYPICAL AT ALL ROOFS EXCEPT `r RADIUS'D ROOF) SOFFIT BR SIDE OF TOWER ---- SHOWN HERE (FOR SPACING, SINCE NOT INDICATED ON ELEV'S) SEE DETAIL 7/A-9. FERG'ENCY OVERFLOW OUTLET NOZZLE, BRONZE WITH STAINLESS STEEL BIRDSCREEN, MOUNTED AT 10'-O" ABOVE ` j FLOOR LEVEL AT FOURTH FLOOR, r SOFFIT BRACKETS ON SIDE OF TOWER SHOWN HERE (FOR SPACING, SINCE NOT INDICATED ON ELEV'S) IMPORTANT BRACKET NOTE: SOFFIT BRACKETS SHALL BE INSTALLED AT ALL SOFFITS OF HIGHER ROOF TOWERS UNLESS NOTED OTHERWISE. w za uj m In o w a w V) CD Q N N Q a°oo HMd ZO I Z o U p x O% co O In a < 2L`^ J N U CL=n ui I--JQv uj Z V )- 0]W J a moz lAw= w CD > IL eialluln_eatlImik IPPIN.........,,�il� "�e�INll�lllllllum" ■ I��IOIU��II��III���� ol O LU O LL 0 z > m z� �L o OQ� �[ M U Q W z 8 WW U Ulyw >>EL J Uo -J 0;-- u)CLL U w O w IL O L� ROOF DRAIN NOTES: 1) ROOF DRAIN LOCATIONS SHOWN ARE APPROXIMATE. VERIFY EXACT LOCATION OF CONCRETE JOISTS BELOW PRIOR TO CORE DRILLING THRU STRUCTURAL DECK. 2) EACH ROOF DRAIN LOCATION SHALL HAVE AN INDEPENDENT, EMERGENCY OVERFLOW DRAIN, THE EMERGENCY DRAINS SHALL BE RUN SEPARATE FROM THE MAIN DRAINS AND TAKEN TO A DISCHARGE NOZZLE WHERE SHOWN ON PLAN. (SEE ALSO EXT. ELEVATIONS) m 3) ELEVATION +O" SHALL BE THE TOP OF THE W CELCORE AT THE TOP OF THE LIP AT THE DRAIN SUMP WELL, SEE DETAIL I/A-7 THIS o rn z SHEET. N y 4) SUMP SIZE IS 24" X 36" FLAT, WITH SLOPED w SIDES (SEE DETAIL I/A-7 THIS SHEET) O z F � a C3 N Z LEGEND SEE SHEET P-6 FOR FINAL LAYOUT © T. 04 THESE PWlS TH PRIMARY DRAIN STAINLESS STL. NM THE INFOMMlION 911VMN HE!@]N IJ� THE PA ua IEpowanom os RES w IEE W/ 12" DIAM. S.S. ROOF FLANGE HW."nnufvWle» rexo- STRAINER OVERFLOW DRAIN COMM. NO: 040503VB DATE: 20 SEP1 2004 BY: GVM CH'KD: PUD SHEET NO. A-7 OF 27 • SCALE: 1/2"=1'-O" 5 REF. SI-IT: A-8 TWRU A-11 A-8 SCALE: I/2"=I'-O" A FORMED METAL ROOFING PANEL W/STONE CHIP FINISH R.S. CEDAR FASCIA BRACKET TRIM STUCCO FRIEZE 36" DIAM. CAST MEDALLIONS BY PINEAPPLE GROVE DESIGNS, SUNBURST DESIGN EACH FACE MOUNT ON FACE OF FINISH STUCCO BACKING. (TYP) STUCCC TRIM EXTENDED STUCCO SILLS I A-8 -- STUCCO TRIM ----� SEE DETAIL 9/A-16 ALUM. FRAME FIXED WINDOWS 36" SO. CAST MEDALLIONS BY PINEAPPLE GROVE DESIGNS, LOCATIONS BY COMPASS ORIENTATION, NW-HELICONIA, N-PINEAPPLE, NE -GECKO, E-SONGBIRD, SE -WATER LILY STUCCO TRIM 24" HIGH CAST KEYSTONES BY PINEAPPLE GROVE DESIGNS, LOCATIONS BY COMPASS ORIENTATION, NW-HELICONIA, N-PINEAPPLE. NE -GECKO, E-PALMATE, SW -SONGBIRD OPEN GRILLE TO —� ROTUNDA BEYOND STANDING SEAM ROOF ON ALUM. FRAMES 6" CAST STONE TRIM - 18 X 18 HERPAL STONE — WINDOW "A" 7 SCALE, 1/2"=I'-O" REF. SHT: THIS SHEET A-8 APPLIED, SEGMENTED STUCCO TRIM 00 ,4 w REF. SHT: THIS SHEET A-8 SCALE: 1/2"=1'-O" REF. SHT: THIS SHEET STUCCO FRIEZE ` -. Cs 1�- OPEN LS �« � r r• 01 ��� • • mirs • SIP° ' 0- m — .1. . TRIM AT DOORS PER 6/A-18 N 'I SCALE I/8" = I'-O" 0 G7 3 3 5" O,D. ALUM. RINGS FROM 1/2" SO. MAT'L 2" X 4" ALUM, TOP RAIL WITH 9' ARCHED TOP SURFACE m m (0 10 9/16' 112 Q zp n o m rn 9 13/16" I.R. n N NOTE 4 i/2' �— j ALL ALUM. RAILINGS SHALL 3/4" SO. ALUM PICKETS HAVE POWDER COAT 2" SO. SUPPORT CURVED AS SHOWN FINISH STANDARD COLOR. STRUT 2" X 3" ALUM. BOTTOM RAIL ALUM, QA I L I NG 6 SCALE: 1/2"=1'-O" REF. SWT1 THIS SHEET A-8 TYPICAL TOOLED JOINT WITH 3/8' THROAT APPLIED, SEGMENTED STUCCO SURROUND �JINTS AT 45 D. INTERVALS AQCN WINDOW " 2 CIPCLE WINDOW "N" SCALE, 1/2"=I'-O" STANDING SEAM METAL ROOFING SURROUND 1 REF. SNT1 A-8,9,10 Ell A-8 0 WIN� � f ® � 3 SHT1 THI SWEET A-8 SCALE: 1/2"=1'-O" EMERGENCY OVERFLOW OUTLET NOZZLES, / SEE DETAIL 4/A-II 12 7 2 1/2" STUCCO BULL NOISE BAND TOWER BEARING +80'-5' 2 24" D. CAST MEDALLIONS, SUNBURST DESIGN ROOF LEVEL TOP/SLAB 4 +72'-9' _... - IA" Tn 14' TAPPPPI7 PC1I INI7 r AFiT W Z OL w m w two Q V)01p N m N o ~ Q N o zp I Z a ova, W o OLo Q < _j J N N V 0_=� Z = >- m U W J Q =m0 LoW= W w > n- U a W D Z U co Q, 01 Q < J Q W V) cy D U T a cy ®Z Z co, ::) wm 0 a-i 0< �M LJ28 ►LI U DDf w WU =)>a Ju- -'off UO U)�o V W 0_ O 0- L6 m M Y m a Y U H- a m w 0 I cc Ir D_ w of Ow OA Z 0 uj (n 0 w V) 0 y > w x w ir Lf) Z It U rZ N o H - z -L © SEPT. '04 THERE PL S MD THE INMRWT SHO HEREIN ME THE NUPFRIY W F RRIR19lS RMREY NCJNF m PA MO RFPNINICI M NSCIMWiFS M ME IMM N WME M N PNR 6 OPRMY PID- �m x�Rlour wROTa Paa�coN. COMM. NO: 040503VB DATE: 20 SEPT. 2004 BY: GVM/EPH CH'KD: PD SHEET NO. A-8 OF 27 o O V V PPE" SCALE: 1/2"=1'-O" REF. SHT: A-8 E A-9 APPLIED SEGMENTED STUCCO TRIM SILL AS MANUF, BY FOAM FACTORY 1-800- 492 1002 STUCCO TRIM, ) 3/8" 9 EQUAL PIECES WITH TOOLED JOINTS "V' SHAPED 3/8' W. --- --------------r-----------7HOR)IIZ. 2 I/4" r-O" SPACED4�REFEREN -----1--------------- A-17 ------ ------ ------ ELLIPTICAL A�?CN SCALE: I/2"=1'-0" REF, SHT: THIS 25 8 ' T A-9 TOP RAIL JAS 2104 BASE JAS 2202 12' THICK, FOAM FACTORY CUSTOM FOAM BRACKET WITH DOUBLE THICKNESS CORAL STONE URETHANE FINISH, P 6' R. 4 1/2' R. F P. 'BALCONY BQACKET A-9 C LEP 1/2"-1'-0" REF. SHT: A-8, A-9, SPACE FOR 4" SPHERE RE BALLUSTER - - JAS 2005 DRILL AND S. S' TOP R IL DOWEL CONNE (TYPICAL) BALL2005 JAS 005 .0 (V m Loy I WON N -1x- - � p p "I rN7 110- MUST REJECT 4' DIA. SPHERE Q U � W ODfz ~ dD J Q0 2 1/2" MAX Ld u • • • u . ' . CD I • LLJ .. • LLJ . • . • • .nllllllll��_.nllllllle. IIIIIII�������������IIIII�I ■ ��Illlllll�illli�lllllll� V/ 1� O U LU Q 0 LL J LL ®z > Wccc') z�� D>m o QILL �[ m Lu W LLI >>a _0 LL -� O � UO c~n�0 U W 0 ix D_ 0 L� a m Y Y 2 a w 3 0 Ad 0 z z m �- 1 Z w Z L, it 0 w (OrZPn O ❑ ❑ w w (/( Pn V) W GA w w < 0 O W H 4 r w o N .- 0 a a G SEPT. '04 THESE P MD l E INFOfAN1 SHP"N HMN A T � 6 MM MUM � NCR PA W R91MCMRS, 06CPD91 M It£ TIE7ROi N w OR N PMf 6 EA�X fN0- M&RD MfilWf NWflp1 PQ0l59W1. E. NO: 040503VB 20 SEPT. 2004 GVM/EPH ): PD SHEET NO. A-9 OF 27 i yin ' 11191 5/8" STUC( SEE 2/A-12 SEE SECTIc WATERPRC MEMBRANE FOOTING PI STRUCTURE DETAIL AT RETAINING WALL SOAI_F: 1-1/9" . 1'-n' oFF cuT A-1 ALUM. COWL BEYOND SEE DETAIL I/A-II 0 PRE-FAB CORNICE (48" SECTIONS) BY FOAM FACTORY INC. WIT ROD AND SEALANIAT BUTT JOINTS WITH 3/8" HROAT. ALUM. R ILING - STUCCO MC'ULDING-- of FAPPLIED,MENTED ROUND 12 ABUILDING-1 STUCCO SURROUND 8' WIDE X 1 I/2" THIC LOUVEf ED 6068 DOORS BEYOND v EPDXY SET 5" X 5" VERTICAL POSTS PROVIDE EPS KNOCKOUTS AS REQUIRED. PROVIDE STUCCO WASH NO REINFORCING STEEL IN TOP CAP TO ALLOW FOR EFS KNOCKOUTS.' 8 X 12 X 16 CONC. BLOCK UNITS 5/8" STUCCO 2 tt5 BARS HORZ. IN SECOND COURSE FROM TOP. POUR TWO TOP COURSES FOR A 12XI6 TOP CAP. 1 tt5 BAR VERTICAL AT 32" O.C. =OR FULL WALL LENGTH, FILL WALL SOLID WITH 3000 PSI CONIC, EDGE WELD A. 5 A -off STUCCO FRIEZE FIXED WINDOWS i PLAN VIEW SC, 3"- 1'-0" STUCCO TRIM A r 4 2XX /4 - 5X5X1/4' I X I� X�I/4-~^ FEN, �.,A I L Fin&I F. 1-1/9" . P-n' DC TUIc QLJ= T "® A FORMED METAL ROOFING PANELS WITH STONE CHIP FINISH CEDAR FASCIA T +59'-II' STUCCO TRIM ALUM. FRAME FIXED WINDOWS ,,II, THIRD LEVEL F.F. � Twi-1 BRACKET TRIM, SEE 7/A-9 ALUM. RAILING, SEE 6/A-8 SECOND LEVEL F.F. +34'-3' STUCCO TRIM CAST STONE BALUSTERS, SEE 6/A-9 _ FIRST LEVEL F.F. +21'-5' — 6" CAST STONE TRIM, SEE 3/A-17 18 X 18 HERPAL STONE J. STREET LEVEL F.F. A a ED A2 _Y) 5 W Z_ a w m �to F Q N N O Q O m WMM ZW V) m o f- '* z0 I w g O-O SON I- z z J tV U 0.2^ Ld Z = C.) awv } m W J a (Xw0 toLaS W w>a. W V) O U W Q z �- o u- 0 ®_z N zg,4 v� oai i__IL m Lu -2 9 uj uj � Loy —j IL a A` Uo °° U W O Of Ix O a m Y y 2 C a 3 0 w 0 z o � m Z w Z 0 0 V) w 0: z 0 o 2 N twit (w/7 0 o w z 0 wo a N N z © SEPT, '04 t ESE Plwrs AND M INFONMATHM SHIMN HMN A✓ THE P.WifRIY 7 m N ® NN mm PA ND flE4g00 =0NS, 06C M9 W USE � N M IN IN W 5 WIIISY PR6- COMM. NO: 040503VB DATE: 20 SEPT. 2004 BY: GVM/EPH CH'KD: PD SHEET NO. A-10 OF 27 PRECAST CONCRETE 16" X 16" COLUMN W/ PRECAST CAP 2" STUCCO CAP W/ WASH-l� (1) v5 IN � v v v POURED CAP CONNECT THRU TO CORNER COLUMNS 6" DIA. X 5'-0" LONG COIIII CAP DETAILS EDGE STET INTO CONC12ETERD HIGH i i FOOTINNGG AND FOOTING HIGH 16" 16" COL. BLOCK > 1 `CONCRETE SLAB TYPICAL WALL DETAIL NOTE, DESIGN DEPICTS WIND LOAD RESISTANCE FOR 140 MPH STORM 5/8" STUCC 16-7/8' FINIS WIDTH STUCCO BA E MOLDING (.A EXTERIOR O LY) (2) xs5 REBAR �B��I■i■■Ili[]■i■ii[■]i■►ii�■ � li■■1 s . • • 118. . = i A m M i • 1 DUMPSTER _AD0 6' THICK CONCRETE SLAB REINFORCED °.' O.C. 4�®� A i M I M p W (3) #5 VERT. A, 3 8" 111CONC. A-1I BLOCK WALL (I) 5 VERTICAL W/ FILLED CELL F OTING TO CAP AT 36" O.C. 16"1 COL. BLOCK W/(3) u5'S VERT. DROP IN AT_ ALU HIGH EACH GATE ALUMINUM GATES PLAN VIEW SCALE, I/4" -1'-0' (SEE SHEET ASP-1 FOR LOCATION) CAST STONE COLS -� ALUM. RAILING -� FOAM W/INTEGRAL STUCCO MOULDING FIXED STUCCO SURROUND m 3X3XI/4" ALUMINUM . f TUBE TOP RAIL, BOTTOM RAIL, SIDES AND ONE DIAGONAL -IXIXI/4" VERTICAL PICKETS WITH \ FACE WELDS 'TL' ND DIA. E 7 Mtn ler_ r%i—•r n 11 I PROVIDE X-BRACE U =ALAN IN FACE PANEL 3' RETURN LEG I/4" X 2" ST. STL; MASONRY SCREWS (TYPICAL FOR 1 c I \� / \ CONT. CLEAT Wo (o i i I \ //T S.S. SCREWS 8" O.C. DETAIL • TOP I SET VERTICAL LEGS IN CONT. BED OF ° SEALANT o I° VENT WELDED SEAM (TYPICAL) �V \ I" X I" X 1/8' ALUM, ZC ANGLE STIFFENE WELDED TO LINDE - �.� SIDE OF COWL FOLDED E (TYPICAL) / / NTAKE / SCALE1 1"-1'-O" ONE-PIECE, 32' WIDE X 50" TALL, 18 GAUGE ALUM, BRAKE METAL COWL OVER 36" W. X 24" H. FRESH AIR INTAKE VENT (VERIFY INTAKE SIZE WITH MECHANICAL DRAWINGS). PRIME AND PAINT ALL FACES TO MATCH BUILDING FIELD COLOR. 3" RETURN (TYPICAL) 0-! OWL I SOM, PER SHT- THIS SHEET AL ROOFING WITH STONE CHIP FINISH 2 FASCIA NOTE: VERIFY SIZE OF INTAKE VENT AND ADJUST LENGTH OF COWL AS REQUIRED TO HAVE A MIN. OF 6" OF COWL BEYOND THE ENDS OF THE INTAKE VENT AT EACH END. ~ STAINLESS STEEL FASTENERS I" INSERT STAINLESS STEEL MESH AS BIRD SC12EEN FROM THIS SIDE L } Li Y a o Z W m W Q to V)Cn� N m V) V) o c ~ Q It z p I Z W a o u o-a) � 0Lo F- z J N = Ua Z = Q Wv U m La wpz J Q wO O W co>CL VJ O U a a � o I— o LL UI rn O Z ZFit APPLIED, SEGMENTED SEALANT BED AGAINST � > m STUCCO TRIM MATCH TRIM MASONRY WALL / -� O Q Ii d F.F. TON ADERN DETAIL 2/A-16 Q� U Q " 5/8" STUCCO ''�t m W ? - - _ - TH Llu EVEL F.F. CAST BRONZE DOWNSPOUT NOZZLE WITH THREADED W U > a 5q_II• OUTLET AND FLANGE TO SECURE NOZZLE TO WALL - J O F- ASS(MANIFACTURED BY WADE P/N 3946 OR APPROV IL 00 • UO (A �� TU CO TRIM, MATCH IL 9/A-16 DETAIL 4 L) ZINC CONTROL JOINT crrPlcau SCALE: N.T.S. REF. SHT; THIS SHEET A-IILLI (S STUCCO ACCESSORY O SCHEDULE, SHEET A-8) d O _u- OL THIRD LEVEL FF. - I Q2 m O SKY -BRIDGE TO EXISTING STIjCC TRIM, COURT BUILDING, SEE SHEET SEE DETAIL 9/A-16 A-21, B-I AND B-2 D LEVEL F.F. SECON G NER TOR B IL IN S EG- 2 . TOP OF BM. 25.17' 3 10 .,�.L.® I I I NO T121M AT THESE THREE ! I I I I � I � - - J- - - - - - - - - GENQ2AT0R/SLAB ------- _ ---1-J - 1--------BLAST ELIEF�WINDOWS --1------J-j --------------J— — 2 *10'-6' STREET LEVEL F.F. (THESE THEE VVVIITDOWS HILL +8'-0' REQUIRE STORM SHUTTERS) ZO" IGH ALUM. SECURITY NC ON TOP OF 12' WIDE CONIC ETE WALL WEST L. a @ AT 1 N SCALED I/8" = I'-O" a 0 w 0 3 Z fa! O W oa La 0 © SEPT. '04 THESE PUNS ,wo THE INMD MN SH HE P$ 1HE NWI4Ait w mym 0FiiE119�9 ow, /!✓a6EC15, PA Nq NASiIlFS IXI 16E Tfff®F N WlpfE m N w 6 W'IE y PHo- Mrm MIINOUf MEItEN ps I . COMM. NO: O4O503VB DATE: 20 SE5°T, 200 BY: GVM CH"KD: PL10 SHEET NO. A-1 I OF 27 VINYL CONTROL JOINTS STEEL STEEL FRAME �INFILL MASONRY - TYP. STUCCO COLUMN MASONRY COLUMN 5/8" STUCCO STUCCO TRIM SIM. N 70 TO DETAIL 2/A-16 I 6' CAST STONE CAP TRIM POLYURETHANE SEALANT n 18° SO. HERPAL ALUMINUM PRESSURE BAR BEHIND STONE VENEER FRY FLASHING SYSTEM (FASTENERS AT 12" O.C.) ME 10 mol N \\/ - STEEL TUBE COLUMN / / EDGE OF (SEE STRUCTURAL / BALCONY DRAWINGS) \\ COLUMN \ BASE �� PRECAST TWO-PIECE ibCOLUMN 0 FIBER 'o ° O O O� — ---I WATERPROOFING 1-1/2X3/4" CLOTH o O / o O MEMBRANE O DRAIN TRACK FACE/STRUCTURE 000 O 0� OO O ZINC STOP #57 STONE- OO OOO OOO 0 O o 0 O ° O DRAINAGE PIPE C) O09000 O O SCHEDULE 40 PER O ��O O �� SHEET A -I �� 8" TOP RAIL O ° O O o 0 00 4" o O� O O o O PVC lBALLUSO , O00 O O(-)Or-,, O O OO OOO O �J I- -- -- - - - - BELOW TER ° O Q O 2 O O O Q a NOTE; BASE AND RAILINGS A -I O O o O ARE NOT CENTERED O O O O ON ROUND COLUMNS TO a PLAN VIEW - ALLOW DRAIN TRACK l� X Q VERTICAL PVC DRAIN CLEARANCE A DPAINPIPE DETAIL 3 DETAIL n ACAI F. 3".I'-CY PPPTL.IIA ALFFT A-19 AO -AI F= 1-1/9" . 1'-n* PFF_ TI.IIA ALPFT X A-1'2 TYPICAL FLAT ROOF SYSTEM, `� FULLY ADHERED FIBERTITE SINGLE PLY ROOFING MEMBRANE OVER CELCO12E LIGHTWEIGHT INSULATING (MIN. 2" COVER THICKNESS) ON TYPICAL TOWER ROOF= FORMED METAL ROOFING PANELS WITH STONE PERFORATEDD E.P. E.P.S. RIGID INSULATION (MIN. 3" CHIP FINISH INSTALLED PER MANUF. THICK AROUND DRAIN SUMPS, STEPPED TO 4" ALL OTHER AREAS. AVERAGE R-VALUE FOR ENTIRE / 8 SPECIFICATION OVER MODIFIED SELF-ADHESIVE ROOF SHALL BE 12-19 MIN.) -. -�-1 ROOFING MEMBRANE ON EXT. 5/8" FIRE o ` RETARDANT PLYWOOD SHEATHING ON � 1 1 PRE-ENGINEERED COLD FORMED GALV. METAL s1 M A 7 I� - - TRUSSES AT 24° O.C. L SIM. I \ _IJ TOWER BEARING ® 2'-0" - ALUM. ACCESS I +80'-5" - PANEL NO BRACKETS THIS SIDE- - - 2 A n - - - - - - -. v O DETAI 2/A-6 e z I 1 ROOF LEVEL TOP/SLAB 1 v I I ~' DETAIL SPOUT Q -- ---' ----- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - TYPICAL FLOOR SYSTEM, 0 � O Q 12° HIGH TATE ACCESS FLOORING SYSTEM OVER N n CRETE BALLUSTRADE/ CONCRETE SLAB, JOIST AND SOFFIT BEAM SYSTEM - u DRAIL (SEE STRUCTURAL. DRAWINGS) tL Q A L F.F. 7 � — — — — —— — — — — — — — — — — — — — — — — — — — — — — 'O'-1 O u_ Q 0 J a ALUMINUM u. a Q GUARDRAIL 1n THIRD LEVEL F.F. t 1 1 1 +47-I' -� - — -------------------------------.------------- - - - - - - - u0 -- - - - - - - - - - � 5 SIM. -16 m -16 TYPICAL EXTERIOR WALL= O u O -i �- 5/8" STUCCO OVER 8' CMU WITH DUR-O-WALL LADDER TYPE ol ALUMINUM a u m GUARDRAIL HORIZONTAL REINFORCING AT Q EVERY OTHER COURSE. FILL ALL LLS WITH CORE FILL 500 FOAM SECOND LEVEL F. CE INJECTED INSULATION. INTERIOR / SHALL RECEIVE 5/8° GYP. BD. ON 1-1/2" 1 a � I 1 +34'-3' MTL. FURRING AT 24' O.C. li I i PR VI E S LF-STI K 2 BITUTHENE 3000 WATER- . --------- ----------------------- ---------- - - - - - - -- U. --- -- m 0 u_ Q T Q J (V IL. (V \ u_ — m Q ----------------------------- ---- -- -- L — — m STREET LEVEL FLOOR SYSTEM- '� u n Q ✓2\ 4° SLAB WITH W.W.F (PER STRUCTURAL m iv 1 DRAWINGS) ON 10 MIL VAPOR RETARDER ON — uQ / COMPACTED POISONED SAND FILL, m coco PROOFING MEMBRANE AS , MANUFACTURED BY GRACE CONSTRUCTION PRODUCTS, 1-407-897-7171 ''� /s1 ORLANDO, FL 1z FROM GRADE TO TOP OF FOOTING (PRIME CONC. PROVIDE 4' PERFORATED WALL PER MFR. DRAINPIPE IN GRAVEL SPECIFICATIONS) SURROUND, HOOK INTO STORM DRAINAGE SYSTEM BUILDING SYSTEMS NOTES SHOWN ON THIS SECTION ARE TYPICAL FOR ALL SHEETS, SEE DETAILS FOR MATERIALS AT SPECIFIC LOCATIONS. REFER TO "ID" SHEETS FOR INTERIOR ELEVATIONS. BUILDING SECTIONS ARE INTENDED FOR GENERAL REFERENCE ONLY, NOT FOR INTERIORS INFORMATION. NORTH) COLLONADE ELEVATION I I CONCRETE BALLUSTRADE/ s GUARDRAIL -16 �. FIRST LEVEL F.F. 1 � +21'-5' I - - CONTROL JOINT f• PER SHEET A-8 SCHEDULE STREET LEVEL F.F. A A© } W Z li W m w (DD V) Q ND)o N N M Q N aa0o IW— dM' Za zol rn U O-co a-0Lo E- z a :m u- ^ J N D'=i� .- H —� Q v Z L) �-mt,i J Q moz 0 to I. = w co>CL m U a W � 0 I m a U � Q Q J Q W In D O U Z 0 0 11� L.L O (D ~ 9 Z �> J O Q (L lym w2-8 C9 DC W U_ > > a Ju- J00~c U o °o F- v W O 0.. I i m Y x IL IL w 3 0 La z o m � � W m m z m o z Z Cn En O y I La D 0 i:z (o In N — Z C SEPT. '04 T ME PW5 MD THE INFO"910EN HF NNE ME MWM OF WLM MOM � N MV= PA N RUROM RON% D6C REi OR USE RERDP N N110.E w N PNE 5 opmmy PIP HVW WM Wf WFIM PONIS 1. COMM. NO: 040503VB DATE: 20 SEPT., 200 BY: GVM CH'KD: Plm SHEET NO. A-12 OF 27 TAIL AT EXTERIOR CLG. /72 2 12 PROVIDE SELF -STICK - OITUTHENE 3000 WATER- 01200FING MEMBRANE FROM GRADE TO TOP OF FOOTING GRIME CONC. WALL PER MFR. SPECIFICATIONS) 3-5/8" 20 GA. CEILING AT 48' O.C. FRAMING W/ SAME GAUGE VERTICAL CONNE TI TO UNDERSIDE OF SLAB AT 7/8" GALV. HAT CHANNELS AT 24" O.C. SECURED TO STEEL FRAMING 3/4" STUCCO ON NI -RIBS GALVANIZED LATH ONS 480 O.C. GROUND VINYL JTROL JOINTS ENDED LIGHT FIXTURE LIGHTING PLAN) BARREL VAULT AT WINDOWS ET FACE OF STUD TO LIGN WITH I I/2" FURRING T FLOOR BEAM -� TYPICAL FLAT ROOF SYSTEM: FULLY ADHERED TPO SINGLE PLY ROOFING MEMBRANE OVER CELCO E LIGHTWEIGHT INSULATING CONIC. (MIN, 2 COVER THICKNESS) ON PERFORATED E.P.S. RIGID INSULATION (MIN, 3' THICK AROUND DRAIN SUMPS, STEPPED TO 4" ALL OTHER AREAS. AVERAGE R-VALUE FOR ENTIRE ROOF SHALL BE I2-19 MIN. D ---------------------- 0 LL O Q TYPICAL FLC OR SYSTEM, ❑❑ iv m Co17 HIGH TAT ACCESS FLOORING SYSTEM OVER — CONCRETE AB, JOIST AND SOFFIT BEAM SYST m Q (SEE STRUC RAL DRAWINGS) ❑ J STRUCTURE .I EN x ----------------------- O t�PLL. O (V IL - Q U) \ m -- - - - - TYPICAL DOOR SEMBLY ❑ ❑❑ — O lL tv -- — — -- ul DDO — — — — — — — — -- — — — — — — — — — — — — ❑ Q J — — — — — — — —7 lL — — — — — — — — — — — — — — — — — — - — — — — — — (n O LL Q _ O �LL N I ` 16 Lc---------------------------------------- co L... OPEN LL , I I Q STREET LEVEL FLOOR SYSTEM, — 4" SLAB WITH W.W.F (PER STRUCTURAL DRAWINGS) ON 10 MIL VAPOR RETARDER ON 3 COMPACTED POISONED SAND FILL. PROVIDE 4" PERFORATED DRAINPIPE IN GRAVEL SURROUND, HOOK INTO ST012MWATER SYSTEM AT N.W. ROOF DRAIN LEADER G BUILDING �"T ®N A• SCALE, I/8"-I' O' REF, A-1 Tki A-7 A-13 (LOOKING NORTH) EXCEPT ID" SHEETS BUILDING GENERAL INTERIORS OR THE GRAND L011BY, REFER TO FOR INTERIOR ELEVATIONS. SECTIONS ARE INTENDED FOR REFERENCE ONLY, NOT FOR INFORMATION.. ALPRO SUSPENDED ALUMINUM CEILING, PROFILE'A" (SATIN FINISH) WITH AVIAR SUSPENSION SYSTEM AND APT-6 CURVED PERIMETER TRIM, BACKLOAD WITH 2" THICK, 1.5 P.C,F. DENSITY, BLACK -PLASTIC WRAPPED ACOUSTICAL INSULATION (SHOWN DASHED) SUSPENDED GYP. BD. CEILING PERIMETER LIGHT FIXTURE, SEE LIGHTING PLAN. KEEP FIXTURE 6' CLEAR OF ACOUSTICAL INSULATION ON ALL SIDES MTL. STUD FRAMING (22 GA.) ---- -- - 45 D' STUD CAVITY WALL Y-4 CABLE -SUSPENDED FLEXIBLE 16'-0" RAIL TRACK FOR SPOTLIGHTS (SEE LIGHTING PLAN AND REFLECTED CEILING PLAN) • COUNTY EAL GYP. BD. (TYPJ (SUPPLIE5 D IINSTALUE SET FACE OF STUD TO BY OWN E ALIGN WITH I I/2" FURRING AT FLOOR BE AI2 TRIM BY PINEAPPLE .01 GROVE DESIGNS 00 GYP. BD, (FUTURE V PANORAMIC MURAL) rpoAII IFRIEZE BY PINEAPPLE E rMARBLE WALL (FILLED) 7-1/4" MANUFACTURED STONE BASE. SEE DETAIL 5/0-9 FOR PROFILE (wo W r —10—M l 12 �7 AT FIELD I 2 2 v TYPICAL TOWER ROOF FORMED METAL ROOFING PANELS WITH STONE CHIP OL TOWER BEARING FINISH INSTALLED PER MANUF, SPECIFICATION OVER +80'-5' MODIFIED SELF-ADHESIVE ROOFING MEMBRANE ON EXT, 5/8" FIRE RETARDANT PLYWOOD SHEATHING ON PRE-ENGINEERED COLD FORMED GALV. METAL TRUSSES AT 24" O.C. ROOF LEVEL TOP/SLAB +77-7 -- FOURTH LEVEL F.F. +59'-II" 11e0� OL THIRD LEVEL F.F. +4T-1' TYPICAL EXTERIOR WALL, 5/8" STUCCO OVER 8" CMU WITH OVER DUR-O-WALL TYPE Q HORIZONTAL REINFORCING AT 2 EVERY OTHER COURSE, FILL ALL _: CELLS WITH CORE FILL 500 FOAM INJECTED INSULATION. INTERIOR SHALL RECEIVE 5/8" GYP. BD. ON 1-1/2' METAL FURRING AT 24" O.C. OL SECOND LEVEL F.F. 14'-3' OL FIRST LEVEL F.F. +21'-5' F.F, } Ld Z a w m N Hp F O co Q N a) p N N m V) o ~_ < V) C zo 1 Z U Q — a) to R < a mL^ J N ® U a=� `� o _j a Z = >- m .. U La _J Q WOO to w = W to > EL U w c W �- N U 0 Q Q a W to V J L_JL O U uj Q S cy LL OZ � Z11 73�m J \/ O QIL cym W2(� Df _j E J OF- 0 (j�0 U w O CC CK O CL w m a Y x C IL w 3 0 z z a m `J` � a z a r ton in Q O rn 1 Ir w K Z U Q nIn w - Z © SEPT. '04 THESE P mo THE INFONNAT HF N I TIE PROPEAIT a Ell WO dLiE10t5 ® NCtI = PA AND RPMMMIOn OBCIDSV M I!H 1WIELF N 1101E Ui 91 PMR 6 WIIEE�Y WBIIED MRIOUf MQfiEN PWfl.�ON. COMM. NO: 040503VB DATE: 2( St3� 200 BY: GVM CH'KD: PUD SHEET NO. -13 OF 27 u CROSS -TRAFFIC PROTECTION u BARRIER PER ADAAG ,PD I L (STRIEETI LEVEL) 2' SO. S.S. GUARDRAIL 1 1/2' O.D. S.S. 2" SO. S,S. GUARDRAIL 3° EQUAL EQUAL HANDRAIL 1 1/2' O.D. S.S. _ HANDRAIL OPEN OPEN II --- _ -. O II Q � Q 1'-O I , OP P I UI LiELEVATION VIEW 1/2° TEMP. GLASS PANEL W/ TYP. GLASS CLIPS SIDE VIEW � [� (STAIR I, FOURTH GUA1� GUARDRAIL DRA I L LEVEL LANDING) 2 SCALE- I/2'-1'-0' REF. A-14, A-19 -1 2" SQ. S.S. GUARDRAIL I" SQ. S.S. PICKETS 1 1/2' O.D. SS. 2'SO. S.S. GUARDRAIL 3" HANDRAIL 3 7/8" 1 1/2" O.D. S.S. HANDRAIL 114 I"-O FLOO - II . II u Lu ELEVATION VIEW 2" SQ. S.S. RAIL SIDE VIEW UUAF [� (� Dlra A LEVEL I L LA DI NG)FIFTH / 3 SEE DETAIL 2 A-13 FOR CLG. FRAMING PLAN. SEE DETAIL 3 A-13 FOR CONTROL JOINT LAYOUT. / - 5/8' EXT, FIRE RETARDANT PLYWOOD f/ ON COLD FORMED STEEL TRUSSES FOAM (FACTORY u101 TRIM STi JCC0CEILING ON 3/ ' ST JCCO ON HI-RIBB G VA (ZED LATH P.T I X 3 FIRE RETARDANT VIN YL CONTROL JOINTS RE12 STRIPPING AT SC HED JLE ON SPIT. A-8, 16, O.C. Ty . STUCCO FINISH O ALUM. FRAMEWORK S A D ICYNENE IN LA ION 5 1/2' NOMINAL (R- DE O) KING O UNDERSIDE OF AFTER CEILING Qnn FRA ING IS IN PLACE. Al E - VINYL CONTROL JOINTS MR 6" FIBERGLASS BATTS SC-IEDIJLE ON SHT. A-8. STAPLED TO I X 3. 36 SQ PINEAPPLE GROVE MEDALLIONS, ONE PER FACE OF OCTAGON' PALMATE, PINEAPPLE, GECKO, HELICONIA, PINE, . DETAIL WATER LILY AND SONGBIRD SCALE' 3"-1'-0" PER THIS SHE DESIGNS. 6" AS STONE TRIM 18" SO. HERPAL STONE TILE X 2" THICK i\ �O 9 %.i1 NVo T-0 I Li v I cr SCALE' 1/4"-I'-O" REF. THIS SHEET -I PROVIDE ONE LAY OF 5/8' 1 2 TYPICAL FLAT ROOF SYSTEM, MOISTURE RESISTANT YP. BD, W/ TAPED AND MUDDED FULLY ADHERED SINGLE PLY ROOFING MEMBRANE JOINTS, ON BOTTOM C ORD TYPICAL TOWER ROOF' OVER CELCORE LIGHTWEIGH INSULATING CONC. OF TRUSSES. FORMED METAL ROOFING PANELS WITH STONE (MIN. T COVER THICKNESS) N PERFORATED E.P.S. CHIP FINISH INSTALLED PER MANUF. RIGID INSULATION (MIN. 3' TH CK AROUND DRAIN SPECIFICATION OVER MODIFIED SUMPS, STEPPED TO 4' ALL OTHER AREAS. Q SELF-ADHESIVE ROOFING MEMBRANE ON EXT. AVERAGE R-VALUE FOR ENT RE ROOF SHALL BE I 5/8"FIRE RETARDANT PLYWOOD SHEATHING R-19 MIND ON PRE-ENGINEERED COLD FORM" ""' " 2Q 12 AT METAL TRUSSES AT 24' O.C. FIELD a 7 S.A.T. CEILIN AT COFFERS IF T. a P.SiJL 1=ACER..__. SIMILAR, s slnuLau - �� FOIL FACED R-19 BATT o ab OVERHANG ASSY. 12-19 BATT INSULATION a ON MASONRY INSULATION.WALL TOWER BEARING It e j UNOCCUPIED SPACE a c0 in. a� J GYP. BD. SOFFIT i� s7 - ON MTL. STUD FRAMING OL ROOF LEVEL TOP/SLAT +72'-9' — — — — — — — — — — — - — — — — — — — — — — — — — — — 1- — — — S OLL O Q TYPICAL FLOOR SYSTEM' a N � 12' HIGH TATE ACCESS FLOORING SYSTEM OVER �(s tLm CONCRETE LAB JOIST AND SOFFIT BEAM THEM 1E -� Q (SEE STRUCTURAL DRAWINGS) - U) ( i _ FOURTH LEVEL F,F. +59•-II" ------- - - - - ------- --- - --- - - - - - - - - - - - - - - - - - - - - - - - - - ---- ----- - -- O tL a 0mOL THIRD LEVEL F.F. A tL --------------------- -�--------------------------- ti m _ - - - - - - - - OCTAGON TOWER EXTERIOR WALL' O Q STAINLESS STEEL AND 5/8' STUCCO OVER 12' CMU WITH O � j R � TEMPERED GLASS RAILING DUR-O-WALL LADDER TYPE a m z SEES SHSYSTEM EET A 18NC. STAIRS, HORIZOTHEROCOURSE.1NFCING AT EVERY FILOLRALL CELLS WITH N(; CORE FILL 500 FOAM INJECTED OL SECOND LEVEL F.F. INSULATION. INTERIOR SHALL RECEIVE - +34•-3' 5/8" GYP. BD. ON 11/2' MTL. FURRING m 24" O.C. - - - - - - - - - - - - - ------i - - - - 1 O l�L Q I I ROTUNDA CEILING O �p q ro 8 3/4' STUCCO CEILING ON HIGH-21B GALV, LATH ON 3 5/8' — \-- — — — — r I z 22 GA. FRAMING AT 48' O.C. (SEE DETAIL 2/A-13. Lcm I I -n a (e.. FIRST LEVEL F.F. r; I +21•-5' I — — — — — — — ROTUNDA WALLS SHALL STUCCO — — — — — -- — ----- --- ---------------I-- I WITH APPLIED TRIM, MEDALLIONS in IL Q AND A CAST STONE WAINSCOT STREET LEVEL FLOOR SYSTEM' c_v N 4" SLAB' WITH W.W.F (PER ' STRUCTURAL I 7I ELETH CAP T21M VATION ON 4/AI4 (SEE HIS SHEET) ED :1 m DRAWINGS) ON 10 MIL VAPOR RETARDER ON Q COMPACTED POISONED SAND FILL. PROVIDE SELF -STICK BITUTHENE 3000 WATER- I STREET LEVEL FF. PROOFING MEMBRANE FROM +g-p^ GRADE TO TOP OF FOOTING (PRIME CONC. WALL PER "" a ------------ -----� MFR. SPECIFICATIONS) U I LD I Nc� SECTION A 2 44 PROVIDE 4' PERFORATED DRAINPIPE IN GRAVEL SURROUND, HOOK INTO SCALE I/8"-I' O' REF' A I TH2U A-7 •� A--14 (LOOKING NORTH) W Z CL uj m w �m a (n (7) o N N m N o ~QIt N o ZO I LiQ 00 O co 0 O � Z N a Q L.- � J N OL=r*- U LLJ -a" Z rm Oi w MOZ J Q O Q tit to > o- U m Lu a W f= I fA a U tY Q � Q Q w (n cy Ofn U ry W Z O W U) O U a OZ Z9.T m °- QCm W (`� Hi w W _I lL O � UO (jLL C40 U w O O a- L� a. a Y 0 3 0 w 0 z 0 m J` � i w � z z LL o 0z N V) 0 Vs Ix 0 D o W In w - O z Q SEPT. 04 THOE PLV6 MID THE INFDFLiiiA N fil/0WN HMN Plff THE PA 1 FFPXDPCnq$ 066Ua M IN M TlE.H➢f N WNOIE m N m 6 Eff y Nq- COMM. NO: 040503VB DATE: 20 SEPT. 2004 BY: GVM CH'KD: pw SHEET NO. A-14 OF 27 I A .040 ALUMINUM RIDGE AND EDGE FLASHIN W/ CONT. CLEAT, RADIUSES PER MANUFAC SPECIFICATIONS FOR INSTALLATION STANDING SEAM .032 ALUMINUM ROOFING ON 22 GAUGE GALV. METAL DECKING. INSTALL PER ROOFING MANUFACTURERS CONCEALED FASTENER CENTER TO CENTER REQUIREMENTS. COLOR, PATINA GREEN \ 12 A I � \ I � � I � � 3/4" STUCCO ON SELF FURRING GALV. METAL LATH ON 30= FELT ON ON 5/8" DENS GLAS GOLD SHEATHING PROVIDE ZINC CONTROL JOINTS AT 60" MAX. O.C. VERTICALLY I I IF ' DENS GLASS WIL NOT MAKE RADIUS, UTILIZE 2 LAYERS 3/8' P.T. P Y 00 A2 I I COLD FORMED STEEL TRUSSES AT 24" OA�. CT I I I I I I I I I A I I CONNECTION S PER CAM CAP PER STRUCTURAL DRAWINGS RUCTURALDRAV 3 1/2' MIN. CANTILEVER ------ OF STEEL TRUSS DETAIL AT RADIUS R SCALE: 1-1/2' = 1'-0' REF, THIS SHEET EDGE IS A I CONDITION ZINC CONTI JOINT "a." I SCHEDULE SHEET A-8 DETAIL L— 3/4' STUCCO 3 1/4' (TRUSS CANTILEVER I— — - - - - - - - METAL ROOFING PER RIDGE FLASHING /� SPEC. SECTION 07512 BY METAL ROOFIROOFING / (FORMED METAL ROOFING MANUFACTURER----,.,, FINPANE SW/STONE CHIP CONTINUOUS CLEAT BY METAL BUILDING \/ 2 VARIES PER S-II L[9=3r-::7 DETAIL AT SUMP PIT 6 3/4' 2° 3/4" STUCCO SCALE .T.S. REF. THIS SHEET A-15 VENT 5/8" STUCCO VINYL CORP2' STANDING SE M METAL ROOFING SYSTEM ON 22 GA. GALV. DECK SECURED TO COLD VENTED DRI1P FORMED ST L TRUSSES FORMING A CURVED ROOF PLANE. SET TRUSSES TO PROVIDE SCREED u DCS75-200V MAXIMUM SP CING OF 24" O.C. AT OUTER RADIUS/OVERHANG. W/ 3/4" GROUNDS Q PROVIDE A 6 MIL HI -TEMP PEEL AND STICK METAL UNDERLAYMENT AS MANUF. BY DETAIL AT RADIUS ROOF 5 TTEMPKO HE TOP OP G12A OR GAF. PP OX 6' BATTEN AT THE D EPESGALL BE PER DETAIL 7/A-17 AT 12' O.C. AT LILL REF. THIS SHEET A -I BACK SIDE TRUSSES SHALL RECEI E 3/4" STUCCO ON GALV. SE FURRING WIRE LATH ONa30 FELT ON 5/8" PROVIDE ONE LAYER OF DENS-GLAS OLD SHEATHING. 5/8" GYPSUM BOARD WITH TAPED AND MUDDED JOINTS, ON BOTTOM CHORD OF TRUSSES 15 / - , ZINC CONTROL J INTS ° SIMILAR AT 60' O.C. MAX SPACING I 6 I I 4 SIMILAR 3/4' STUCCO 16 1 -- TOWER BEARING REVERSE s 2 1 1 +80'-5" UNOCCUPIED SPACE zo. ° A-17 / zo 1 1 OOF LEVEL TOP/S —I F—Irl �� �-1 �� �� �� �� I—� �� �1 n �� +72'-9' - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - ONE O L O HOUR N 7 WALL LL m co J — — ------------------------------ u m ONE O LL Q O HOUR N U) I� WALL iv 15/co 2 — — — — — — — — — — — ONE — O �— � O — — — m Q — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — = HOUR Lc 7 WALL Lc _ Q U) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LL ONE O HOUR ivco WALL N Q ------- ---- — — —--- -- ------------------------ � m ONE n lL Q HOUR cf) U) WALL LL Q SEE STRUCTURAL PLANS FOR FOUNDATION SIZES BUILDING SECT I SCALE I/8'-I'-O' REF( A-1 THRU A-7 (LOOKING WEST) n FURRED-OUT GYP. BD. CONT. TO CONIC. DECK I I I I I I I OR ELEVATOR PIT, SEE STRUCTURAL, VERIFY ELEVATOR REQUIREMENTS W/ ELEV. MFR. 6 I 2 1 SE OVERFLOW SPOUT (SEE DETAIL 4/A-I1) 5/8' EXTERIOR PLYWOOD 12 �--]7 DOUBLE P.T. IX3 �-STAINLESS BRADS AT 16" O.C. WAIR FLOW 24 GA. ALUM. +I WATERDAM W/ CLOSED ENDS SEAL / PRIME THIS LEAD EDGE OF PLYWOOD VINYL CORP. VENTED SHADOW REVEAL (SLIP JOINT) uRS7° W/ 3/4° GROUND 24' O.C. 5/8° EXTERIOR PLYWOOD Z a L.l m V) �0 Q (n 0) O N m V) o F--Qd zo1 Za' hW_- z g O_0� a' a < �W^ V) U 0_2^ o -ja Z U >-m is 0::cy0 Ln W = 4J to > o- '11111.11119 pp....milli n11... ..n.,u111111111h IIaIiIIIIIININNIN illl � �I�III�I��b�llmd� Q W N U) AIL AT RADIUS ROOF 4 ry L_.IL Z TOTAL HEIGHT OF FURRED - OUT GYP. BD. FROM DECK OL FOURTH LEVEL F.F. +59'-II' OL THIRD LEVEL F.F. +47-I' SECOND LEVEL F.F. +34'-3' \�0>\ SEE DETAIL 2/A-12 FOR FIRST LEVEL FF. WATERPROOFING NOTES a c +21'-5' CARRY BELOW ADJACENT PAVER BRICK -- EV 1 OMRtT LEVEL F.F. FOOTINGS PER STRUCTURAL DETAIL SCALE, 1-1/2"- 1'-0' I/A-16 A-15 D O U LLI Q Z � I- O LL J LL N Oz z� �>m OQe ^^Y'� 1__IL m W W W U oOc ZN JiL —)0� Uo �°° POURED SOLID TOP COURSE 1-- V W/ I tt5 BAR CONT'S. w O w O 0.. PRECAST 24'LONG CONC. CAP COLOR CREAM MORTAR SET. CUT AS PEOUIRED FOR RADIUS Y COLOR CLEAR THROUGH SPLIT FACED MASONRY BLOCK COLOR MED. BROWN MORTAR, GREY tt5 VERTICAL AT 32' O.C. FOOTING TO CAP W/ CONCRETE FILLED CELLS x BRICK PAVERS ON 2' SCREENINGS AND ❑ a IL COMPACTED SAND m 0 z 0 w o Pn T WALL p z 0 y in y K� uj uj Z l.J U W a o - - z © SEPT. '04 ' ME PL MD TIE INF AWM 6lWWN HELM M TIE PIMPFIIY a FIIIIB BfIF16t5 BMW AR M = PA w mpmxx nwa 16L1D9lIER on M T100P N MINE B N FM 6 F]POKY PIF if N wnw WRIM Peamox COMM. NO: 040503VB DATE: 20 SEPT., 200 BY: GVM CH'KD: PL.D SHEET NO. A-15 OF 27 I ---- ---_ _ � MmL_ _1-- I SEE ALSO DETAIL 4/A-12 FOR CAST STONE RAIL CONNECTION TO ROUND COLUMN 1� COLUMN BEYOND I SLOPE 5/8' ^-may --------- WEEPS AT 24" O.C. a. . CONC. SLAB d id ' ° 4 d 3 A-16 NOTES NOTE, DRAIN TRACK TYPICAL AT ALL BALCONIES PLACE WELL OILED P.T. IX2 BUCK STRIP INTO EDGE POUR FOR CONTINUOUS DRAIN TRACK. DO NO f CORE DRILL THROUGH ASSEMBLY TO INSTALL PVC DRAIN SLEEVE. INSTALL FIRST LEG WITH BALCONY POUR m 2 N • A-16 NOTES A-16 NOTES BALCONY EDGE (LOW) SCALE; 1-1/2"=I'-O" REF. SHT; A-12 VINYL CORP 46675L VINYI CASING BEA PROVIDE 3/8" WEEP HOLES AT 24" O.C. IN MUD SET MORTAR JOINTS OF RAILING BASE 3/4" PVC DRAIN SLEEVE AT EDGE OF DECK AT 48" O.C. SLOPE 5/8" _ 3/4" CHAMFER (TYPICAL) 4 v CONC.SLAB - °p l i 4 a 3 q ' A-16 - NOTES PVC COUPLING 2 A-16 BRACING DIAGONAL NOTES AT ±48" O.C. 3/4" DIA. PVC ++ EXTENSION SEE STRUCTURAL PLANS FOR c' CONNECTION DETAIL BALCONY EDGE (Ef20NT A-16 7 SCALE; 1-1/2"=1'-O" REF. SHT; A-12 ALUM, GUARDRAIL SEE 5/A-16 NOTES SLOPE 5/6" FOR DRAIN TRACK v CON(. SLAB v 4' d' v J di —5"—� ZINC CASING BEAD, 1/4" JOINT, B.R. E SEALANT NO STUCCO AT CEILINGS. PROVIDE SKIM (FILLER) COAT TO LEVEL FORMING VOIDS PRIOR TO PRIMING AND PAINTING, VERTICAL CONTROL JOINTS THIS FACE ALSO - LOW AQCN SCALE= 1-1/2"=1'-O" STEEL BEAM (SEE STRUC'L) STEEL TUBE (SEE STRUC'L) 3/4" CHAMFER (TYPICAL) O V E Q k4A N G DETAIL �{ RAIN DRIP r , Y> 3" R. 3112. r ;o r N FOAM FACTORY A CUSTOM SHAPE FOAM TRIM W/ 3/8" DOUBLE "TUFF COAT' FINISH (TYPICAL) DIAGONAL BRACING AT 32" O.C. 2 A-16 NOTES SCALE; 1-I/2"=I'-O" REF. SHT; A-12 CRITICAL NOTE; ALL FASTENERS EXPOSED TO THE WEATHER SHALL BE STAINLESS STEEL. ALL EXPOSED METAL FLASHINGS SHALL BE ALUMINUM WITH KYNAR FINISH, OR STAINLESS STEEL, UNLESS NOTED OTHERWISE. THIS NOTE APPLIES TO ALL SHEETS. 3/4' STUCCO ON HIGH-R GALV. LATH ON MTL, STL PER STRUCTURAL DWG'E 2 A-16 NOTES NOTE, STUD FRAMING SHALL BE LOCATED SO THAT THE STUCCO FINISH IS FLUSH WITH THE STUCCO 5/g^ COLUMN BEYOND. VERIFY FIELD CONDITIONS AND ADJUST AS ^REOUIRED. REF, SHT; A-12 V4" THROAT 3/a4" STUCCO I STUCCO STOP, 1/4' JOINT, _ BACKER ROD AND SEALANT (VINYL CORP. J-BEAD) VERTICAL CONTROL JOINTS THIS FACE ALSO--, 9" THICK, FOAM FACTORY CUSTOM FOAM BRACKET WITH DOUBLE THICKNESS ZINC 4" R. CORAL STONE URETHANE FINISH. CORNE BEAD, T TE v PEDESTAL II/ FLOOR SYSTEM d 4 d d v d BOTT. EDGE OF ZINC CASING MORTAR SET RIDGE CAP CON(. TILE BEAD ALIGNS WITH TOP ALUM. FLASHING EDGE OF ADJACENT BALCONY SLAB --- SELF-ADHESIVE ROOFING AT ABUTTING STUCCO SCREEDS, �-PROVIDE A 1/4" THROAT, BACKER ROD AND SEALANT ZINC CASING BEAD (g,) ALIGN EXACTLY W/ --BOTT. OF BALC. SLAB MTL. TRUSS ZINC CASING BEAD (g,) MATCH DEPTH OF TRIM Q I D G E AT BALCONY EDGE SEE DETAIL 3/A-16 SCALE; 1-1/2"=1'-O" REF. SHT; A-12 ZINC CASING BEAD ALUM. GUARDRAIL W/ 7/8" GROUND(h) CORE DRILL AND DRAIN EPDXY SET 3/4' CHAMFER TRACK SLOPE� 5/8" (TYPICAL) ZINC CASING BEAD PER PER RSCHEDULE SHT. A-8ITECON(. SLAB v (�) 8' d a '-3 5/8.1 1 11 �� 5/8" STUCCO ON MASONRY d v ° ZINC CORNER ` BEAD (D) CAST -IN I I/2 \\IH \\ DAIM nDlo RAIN DRIP -� W4 UTArvU SUHtuULt 4U DRAIN PIPE, AT 48' OC [BAND � /� (REFER TO ACCESSORY ZINC CASING BEAD, STUCCO [_7 A I V D SCHEDULE, SHEET A-8) C� 1/4° JOINT, BACKER SCALE; I-1/2"=1' O" REF. SHT; A-13 A-16 RODE SEALANT BULLNOSE VINYL CASING BEAD 3/4" GROUND #6675B BY VINYL CORP, — GALV. MTL. TRUSS 2; TYP. DRIP FLASH. u� SEE I/A-16 SEALANT 3' 2Xi2 R.S, CEDAR FASCIA r i 3/4" STUCCO ON HIGH -RIB GALV. LATH — CONT. MI ETAL RIDGE FLASHING DOUBLE P.T. CONT. 3" VINYL VENT/ SCREED uCS75-3OOV B VINYL CORP. VINYL CASING BD. 1/4' JOINT, B.R. E SEALANT 3/4 STUCCO 3/4' STUCCO ON GALV. METAL LATI- OVER 30n FELT ON 5/8' DENS-GLA£ SHEATHING ON 3 5/8" GALV. METAL TRUSSES ® 24" O.C. (TYP. MANSARD) 4 A-16 'TYPICAL ROOFING ON CELCORE VJ/ STEPPED, PERFORATED E.P.S. INSULATION AQCN @ UPPED BALCONY SCALE; 1-1/2"=1'-O" REF. SHT; A-12 Zw O w% 1 w 3/4" STUCCO SELF FURRING ON GALV. METAL LATH OVER g30 FELT ON 5/8" DENS-GLAS SHEA RING ON 3 5/8" GALV. METAL STUDS ® 16"'O.C. (TYPICAL SYSTEM) STUD BRACE ® EA. STUD a APPLIED, SEGMENTED 'E MORTAR TRIM, SEE ELEV'S JOINT CONFIG, A-16 TY I CAL SCALE: I-I/2"=1'-O" 5 3/4" STUCCO (V A-17 N 2 NOTES A-16 NOTES ++ DIAGONAL BRACING AT ±48' O.C. 71[__I/2" EXTENSION 4 BALCONY EDGE (WEST A-15 SCALE; 1-1/2"=1'-O" 2 POLYURETHANE SEALANT ALUMINUM PRESSURE BAR BEHIND FRY FLASHING SYSTEM (FASTENERS AT 12" O.C.) 12 a7 REF. SHT; A-12 A-16 5/8' EXT. FIRE RETARDANT PLYWD. ON COLD FORMED GALV. STEEL TRUSSES AT 24' O.C. (TYP,) 3" EPS RIGID INSULATION FRY TYPE STX REGLET BETWEEN TRUSSES, GLUED FLASHING SYSTEM WITH TO CONC. DECK (DASHED FOR CLARITY) WINDLOCK CLIPS AT 24' O.C. SCREWED INTO TRUSSES CARRY ROOFING UP PARAPET i AS SHOWN GALV. SHEET METAL CLOSURE ANGLE ---------------------- ----------------- ------- CONC. SLAB ° d v d v d ° v °v ° d d v . v En 3 3 4" R. 0 2" In MANSARD REF, SHT; A-13 1-1/4' GROUND ZINC CASING BEAD S.A.T. CEILING PER ID SHEETS I -16 A N SELF-ADHESIVE WATERPROOF MEMBRANE RUBBER CLOSURE STRIP BY ROOFING INSTALLER N ` ALUM. DRIP FLASHING O OVER CONT. ALUM. CLEAT :_ OVER RIPPED 2X6 R.S. CEDAR FASCIA 6 5/88 R.S. CEDAR 2XI2 FASCIA SECURED W/ ST. STL. SCREWS B.R. E SEALANT IN 1/4" W, THROAT a 2" X 2' STAINLESS 2 I/4" R. STEEL CLOSURE ANGLE FOAM FACTORY CUSTOM SHAPE N FOAM TRIM W/ 3/8' DOUBLE 'TUFF COAT ° 2 4" FINISH (TYPICAL) © SEPT. '04 THESE PH S AND THE INFOWATON SHOWN HEREIN ME THE F amoo WSW■KV xon= 3/4' STUCCO ON SELF FURRING GALV. MTL. PA AND bars. ORLD&M DN WE LATH OVER 30# FELT ON 5/8' DENS-GLAS H�wm ww r� Ps ermom o- SHEATHING ON 3 5/8' MTL. STUDS • 24' O.C. ZINC CORNER BEAD COMM. NO: C40503VB ,—ZINC CASING BEAD, 1/4" WIDE JOINT W/ BACKER DATE: 20 SEPT., 200 ROD AND SEALANT BY: GVM CH'KD: PD -5/8" STUCCO SHEET NO. ?i- BULLNOSE _ (BUILT -OUT OR PRECAST) A-16 OFF27 ® i LIJ Y a o Z w m w tip Q (n CD N C*4 to to m Z to a o ~ Q ItEnc Zp I Lip � p-rn a-Oco Fr a L' N U 0- = NN Z FE rLLJ Q W ��O _J wW (Lo >0- 00 I��,p•n�I �Nn.n,,ll mnmm�,�nim�h, -- a,� .�mmlfll�lnuum�. Ld w (N V / uj U 0 N CIO OZ Z� 75 �j 0<t �[ m W 28 W U H WU >>m —� lL --1 O Uo u)�° F- W O D: 0' 0_ O _ 7 7 4" X 4" X 6' X /16" STL CLIP AIN 1'-4' FOR MOMENT CONNECTION TO EXTERIOR W L. SECURE W/ 3/8" FIELD EXP. BOLTS INTO FILLED CELL WELD MASONRY WALL, WIDE FLANGE BEAM, W 12 X 22 3-5/8' MTL STUD SOFFIT AT 24' O.C. TO UNDERSIDE OF ROOF DECK 6' MTL STUD SOFFIT AT 24' O.C. u QI HEAD 5° (22 BASE 4" X 4' X 5/16" STL ANGLE TIED RACK TO ROOF AT 4'-O' O.C. (TOTAL 5 CONNECTIONS PER SIDE S.A.T. WITH .9 NI2C 47+18'-0' ,L 1/2' GYP BD I/2" DIA. ALL THREAD AT 24" O.C. W/ NUTS E WASHERS. 3 1/2" X 3 1/2' X 1/4" STL. COL. AT CORRIDOR WALL WITH 1/2" X 6 I/2" X 10" CAP PLATE E BASE PLATE. SECURE BASE PLATE TO SLAB W/ (4) 3/8' X 4" EXPANSION BOLTS. TRIMMED P.T. BLOCKING (2X6) SECURE TO BEAM P.T. BLOCKING (2X) 141 AS REQ. W/ ALL -THREAD, +16-O" CEILING GUARD BY A,F.F. DOOR MANUF. CONTINUOUS RECESSED TRACK BY MANUFACTURER W/ CEIING GUARD TRIM KIT. INSULATED PAIRED PARTITION SEE SPECS. TOP OF SLAB UNA-CLAD UC-I OR EQUAL STANDING SEAM METAL ROOFING FOLDING DOOM NE=ADE=Q SCALE: 1-1/2"=1'-0" REF. SHT: A-12 A-17 5/8' STUCCO I" RADIUS 3/4" RADIUS 4PPLIED, SEGMENTED O TRIM COLUMN WRAP TR I M SCALE: 3"=1'-0" REF, SHT: A-8 5/8" STUCCO ZINC CASING BD., 1/4" JOINT, B. 12. E SEALANT CO 1314"1Z I'RADIUS 3/4" RADIUS HERPALSTONE WAINSCOT + 6'-0' A.F.F. ,L TOP/TRIM Y CAST STONE TRIM, SET IN ADHESIVE GROUT - MORTAR JOINT Q I OL TOP/CONC SCULPTSTONE AI2 TRIM BY PINEAPPLE GROVE 1/2' THK. ALUM. FLANGE W/ (2) - 3/8" D. X 3' LONG S,S. CONCRETE SCREWS FRONT VIEW • VERTICAL CENTER TO CENTER 1 (16" MAX AT UPPER_,Yj RADIUS METAL O ROOF) 3" X 3' ALUM. PURLINS 3" X 3" AWNING FRAME EDGE DE=TA I L 5/87 STU SPONGE POLYURETHANE SEALANT ALUMINUM PRESSURE BAR BEHIND FRY FLASHING SYSTEM (FASTENERS AT 12' O.C.) I I I I a Q d /.g• LI 1.-- . I o CAST IN RAIN DRIP 1 1/4' ° TOOLED JOINT E 0 POLYURETHANE SEALANT 9/3/8" ° 5/8' STUCCO SPRAYED W/ MEDIUM TEXTURE ; C. r ZINC CASING BEADS (SEE g•AND C-OF STUCCO ACCESSORY SCHEDULE ON A-8) 1/4' THROAT, BACKER ROD E SEALANT FRY TYPE STX REGLET FLASHING SYSTEM WITH - WINDLOCK CLIPS • 30" O.C. RUN SINGLE PLY ROOFING UP FACE OF WALL ARAPET BASE F=LA&4 6 !� WELD CALF: 3"=I'-O" REF. SHT: A-12, 14, 15 A-17 CONT. CLEAT FOLDED EDGE —�- 2" X 3" E GE CLOSURE 1/2" 1 1/2' O.H. SCALE: 3"=I'-O" REF. SHT: THIS SHEET FOLD EDGE OVER CLEAT i CONT. CLEAT 7 A-17 5/8' PLYWD. ON LT. GAGE GALV. STEEL TRUSSES • 24" O.C. (TYP.) STANDING SEAM 3' EPS RIGID INSULATION, WITH 12' CENTERS INSTALLED BETWEEN TRUSSES, GLUED TO CONC. (SHOWN DASHED CONCEALED CLEAT FOR DRAWING CLARITY) SELF-ADHESIVE WATERPROOF MEMBRANE WELD RUBBER CLOSURE A 12 Q STRIP 7 I 3" X 3" X .188" ALUM. TUBE FRAME m 2 ALUM. DRIP FLASHING �+ 2' X 2" X .188° OVER ONT, ALUM. CLEAT ALUM. T OVER IPPED R.S. CEDAR Q .032 ALUM. SNAP -CLAD - ALUM. STANDING SEAM ROOF BY PAC -CLAD OR APP'D EQUAL, C LOR: PATINA GREEN R.S. CEDAR 2X12 FASCIA 3' X 3' X .188' ALUM. TUBE PURLINS, 3 EQ. 2" X 2° STAINLESS a SPACES STEEL CLOSURE ANGLE 2 I/4" R. 7 AT FAR FOAM FACTORY A-17 ED E EPS FOAM TRIM W q s° 2 INTEGRAL STUCCO FINISH DOUBLE "TUFF COAT", N FINISH, CUT CORAL FOLD OVER EDGE ONTO CONT, CLEAT SIM. TO DETAIL ABOVE LEFT LUM, BALL CAP FOR 3' TUBE 18-120-AL BY KING METALS ZINC INSIDE CORNER 4'-0" RADIUS TRIM (TYPICAL) NOTE. ENGINEERED SHOP DRAWINGS SHALL BE REQUIRED FOR THESE METAL AWNINGS PRIG 2 FABRICATION AND INSTALLATION. WAINSCOT TRIM _ ROTUNDA 2 SCALE 3"=1'-O" PER SHT: A-8, 9, 10 A-17 SCALE: 1-1/2"=1'-0" REF, SHT: A-14 A-17 12 7 I� ® SIMILA12 NOTES LOW ARCH (WEST) SCALE: I-I/2"=1'-0" REF, SHT: A-12 POLYURETHANE SEALANT ALUMINUM PRESSURE BAR BEHIND FRY FLASHING SYSTEM (FASTENERS AT 17 O.C.) 7 A-16 SIMILAR NOTES e. (STUCCO ACCESSORY SCHEDULE A-8) PROVIDE DIAGONAL BRACING AT 36' O.C. 1 A-17 SIMILAR NOTES d. (STUCCO ACCESSORY SCHEDULE A-8) 5 A-17 MORTAR BED CONT. ALUM. RIDGE FLASHING P.T. IX4 NAILER STEEP ANGLE RIDGE TRIM FRY TYPE STX REGLET - FLASHING SYSTEM WITH WINDLOCK CLIPS. • 24' O.C. I/A-16 / 18 GALV. SHEET METAL CLOSURE ANGLES FASTENED TO TRUSSES co 4'-4' -- ------------------------------- ------------------- _ 3" � d �� a as a as CONC. SLAB I' 3" A 4 a d a d 4 0 /+ 000 1'-2 3/8' �-/ ZINC CASING BEAD, 1/4" JOINT W/ NOTE CONDUIT MUST BACKER ROD E SEALANT BE RUN IN SLAB FOR ALL BALCONY LIGHTS i 3/4" STUCCO ON GALV. SELF -FURRING METAL LATH OVER 3 3 4" R. m / / OVER 30a FELT 5/8" DENS-GLAS SHEATHING ON 3 5/8' O © GALV. METAL STUDS • 16" O.C. (TYPICAL SYSTEM) to MTL. STUD BRACE • EA. STUD PROVIDE DIAGONAL BRACING AT 36" O.C. ZINC CORNER BEAD TOOLED RAIN DRIP (TYPICAL) MANSARD @ A BALL. SCALE: 1-1/2"=1'-0" PER SHT: A-12 Li J d p Y Z a w m w Z) to Q V1 a) O N Q FMB N amo QI Zp Za U O — a) Z �0� I- J tn N V D-x^ v I— —� Q Z = rm .. U w J Q crw0 0 to w x W (o>a m U a W F � 0 0 m 2 a Q Z J Q w (N 1__IL O U Q TLU r o IL LLN ccro Oz Zed cr) 0 Q-1 �[m wzc� 0 D! W Lu >>6- 0 L- _IE JOLN Uo°o F- U w O O U- m M Ona Y x a Of 0 0 z o m w M 0 z jr Lo w z �i 0 V7 w m zl It U o W a r, CO 0 N _ � Z © SEPT. '04 THESE PLANS AND THE INFORWAnON SHOWN HEREIN ME THE FABFflR' w EOIERD WIDHTS � NCumm PA AND REF90DUMENS, DHC109XQS OR USE nRIEDF x NIYE OR x PNR 6 w y xa- E®Im wmuur wwrRR RDa®ox COMM. NO: 040503V8 DATE: 20 SEPT, 200 BY: GVM/EPH CH'KD: PD SHEET NO. A-17 OF 27 ELECTRIC } 41/2' WELDS W ALUM. FRAMES (MATCH 1. WINDOW FINISH) Y a = Z W . w WELDED ALUM PAN m vi := (D 5/8' STUCCO = co - ZINC CASING BD., — 1/2" DRYWALL (n Q N N O �7T_775/8' STUCCO B.R. � SEALANT U (V 3 I/2° I" m y c Q 4" % (n 0 Z p I N P.T. IX4 NAILER E (� \ a 14 OR 16 GA. GALV, STEEL FRAME `Z Q 0 — 1/4" SHIM fS \ USE COUNTERSUNK EXP. - POURED CON(. SILL ry SEE NOTES SCREWS IN DIMPLED FRAMES. ~ Q g _^ I� DETAIL - a J N A-12 TRIM BY SIMILAR INSULATED H.M. DOOR d 2 � PINEAPPLE GROVE _ Q � Q w v p 5/8° STUCCO _ Z �- m .. TTT7 w d TYPICAL I/8' WELDED J a m p Z ix p M • _ EPS FOAM ALUMINUM SILL PAN Q 2" 3/4" SEALANT W c0 > a CONC. ARCH D APPLIED STUCCO ARCH TRIM 3/8° THROAT STUCCO EXTERIOR RAIN DRIP r D SEALANT JAMB/HEAD S I M. 8 1/4" JOINT, VINYL OR .' SCALE 3° = I'-O" REF. INTERIOR OR EXTERIOR METAL WITH DRYWALL -I ZINC CASING BD. B.R. E SEALANT � �...... _ _ _ I/2" FRAME WINDOW - PAN I11,,..ww,111 P',w.d l9 eMl�l�1.allpllle. Inlltlll�lllu�ln �� EI11hll RAIN DRIP SEALANT 4 I/2' VIEW FROM EXTERIOR THROAT (MIN.) Q ALUM, FRAME TO 12" CMU i 1/4" SHIM MATCH WINDOWS 5/8' STUCCO _ — NOTES' 1). ONLY THIS PAN AND FRAME ASSEMBLY SEALANT IS ACCEPTABLE TO ALLOW INSTALLATIO -� FASTENERS PER MFR. OF BACKING ROD AND SEALANT La REQUIREMENTS (FRONT VIEW R.N. LOWER CORNER) to 2). WHEN UTILIZING A FLANGE MOUNT ° 14 OR 16 GA. GALV. STEEL FRAME WINDOW (WITH OFFSET BETWEEN USE COUNTERSUNK EXP, THE INTERIOR AND EXTERIOR SEE NOTES SCREWS IN DIMPLED FRAMES. SILL®TUI r\ I V®A LEGS ON THE WINDOW FRAMES) DETAIL I/A-5 THE PAN IS NOT REQUIRED. SIMILAR EACH FLANGE MOUNT WINDOW INSULATED H.M. DOOR SCALE: 3" = 1'-0' REF. A-17 A -I SUCH AS CGI OR EQUAL, WILL e REQUIRE A CONTINUOUS P.T. IX4 N E A D ROTUNDA 10 WOOD BUCK ON ALL 4 SIDES. FULLY 0 BED BUCKS IN A DOUBLE ROW OF , ^ U SCALE 3" - I'-O" REF. A-9 E A-14 (J) -) SEALANT AND SECURE WITH APPROVED py A FASTENERS TO MEET N.O.A. DATA. jo N 3/4" a 3). MASONRY OPENS WILL REMAIN THE SEALANT SAME FOR BOTH WINDOW MANUFACTURERS. zn ZU APPLIED, SEGMENTED APPLIED o oc STUCCO TRIM SEGMENTED STUCCO EXTERIOR �u) STUCCO ARCH TRIM SLOPE m� JAMB/HEAD S I M. 7 W Q HEAD ONLY N C SCALE: 3' = 1'-0" REF. INTERIOR OR EXTERIOR METAL -I < NO DRYWALL I/2" DRYWALL OVER I I/2" � � RAIN DRIP O I" ZINC CASING BEAD, _J FURRING AT 24' O.C. WITH RIGID - CON(. LINTEL (SEE 1/4' JOINT W/ BACKER _ \ / INSUL. BETWEEN FURRING in RAIN DRIP a BEAM SCHEDULE) ROD AND SEALANT La N 3/8' FOAM „ . \ Q METAL Z-FURRING O Fr- � a RODE SEALANT CONIC. LINTEL (SEE 4' O Z Z BEAM SCHEDULE) zi 1/2" DRYWALL OVER 1 1/2° iv m a /4" OR PROVIDE MI CHANICALSIVE p O Q -j v FURRING AT 24" O.C. WITH RIGID J O Q U- 2' R. m INSUL. BETWEEN FURRING 3/ _ a FASTENING PER MFR. REQ'MENTS ^, m LLI Z W P.T. 2X NAILER - Lll SEALANT W/ BACKER ROD \ v 1/2' DRYWALL OVER 1 1/2" METAL W U W U _j>a FURRING AT 24' O.C. WITH RIGID J - 0 VINYL J-BEAD CAST HERPAL STONE INSUL. BETWEEN FURRING J ARCH OR EQ. SERIES 3000 P.T. IX NAILER SURROUND TRIM iN p ! 1 O 00 IMPACT GLAZING `f 3/4' ALUM. FRAMING FASTENED AT AS SCHEDULED c4 12" O.C. ALL SIDES VINYL J-BEAD N r i P.T. W BUCK W/ IMPACT GLAZING HEAD OCJT. P.T. IX NAILER p I/4" WOOD SHIM AS SCHEDULED 5 ROD E SEALANT 0 p Li SCALE: 3° = I'-O" REF, A-9 -1 (JAMB SIMILAQ, NO TRIM)Ta L_ N EA D/ C J A M B S I M. 6 CASING, B.R, E SEALANT ARCH SERIES 3000 m ip SCALE 3" - I'-O" REF. A-8 E A-9 IMPACT RATED ALUM. FRAME, DOOR, GLAZING ASSY. A -I FRAME W/ IMPACT Y m I" R. GLAZING SET INTO ALIGN INSIDE FACE OF IMPACT RATED TAP -CON SCREWS OR EXPANSION BOLTS FRAME WITH INSIDE FACE STOREFRONT DOORS 3/4' DOUBLE ROW SEALANT OF 3MU WALL AT JAMBS PER MANUF. REQMT'S. SEALANT ESP WHITE ALUM. JAMB HAS 2' THICK HERPAL STONE SILL FLASHING WITH 2-3/A' TO 3" WIDE I_J l �_ ABUTTING THE SURROUND TRIM TURNED UP ENDS W/ \e N M MARBLE SILL SET HEAD/CJAMB S I M./ 4 ARCH SERIES 3000 WELDED CORNERS ALIGN INSIDE FACE OF T P./CONC, SCALE, 3" - 1'-0' REF. STOREFRONT ASSY. -1 FRAME W/ IMPACT FRAME WITH INSIDE FACE Ilk I" GLAZING OF CMU WALL SEALANT WITH T +2' 4" A.F.F. SEALANT BACKER ROD ESP BRONZE ALUM. SILL FLASHING WITH P.T. I BUCK WIDTH OF FRAME ALUM. FRAME, FINISH TO TURNED UP ENDS W/ MARBLE SILL SET WELDED CORNERS IN MORTAR 4" WITH 1/4' SHIM SPACE STUCCO ON BLOCK THESE LARGE UPPER MATCH WINDOW FRAME FINISH o to SILLS BY "STO" ON FORIV ED PROJECTED CONIC. ARCH WIDE -STILE DOOR WALL SURFACE PER o 0 SEALANT WITH EPS FOAM a SILL WITH (1) tt5 IMPACT RESISTANT FIN. SCHED, w BACKER ROD tt2 DENSITY in > I" R. P.T. IX BUCK WIDTH OF FRAME BY DOW in 0 � of BASE PER FIN. SCHED. o w 4" WITH I/4' SHIM SPACE 1/2' G P, BD. ON ' Q _ a 1 1/2" URRING Q •Q FORMED PROJECTED CONC. ? F ADA ACCESSIBLE a ALUMINUM THRESHOLD _ O SILL WITH (I) tt5 > FLOORING (SEE FINISH SCHED) Z 3/4" , 5/8" STUCCO a w I" 2. �'-Q-I/2' iL +O'-O° ©SEPT. '04 n ESE Pvu�s nNo I/2' GYP. BD. ON a a FIN. FL. SLAB THE INFONMTON SHOWN HEREIN ME THE vlWM R EmlwD meRleW Ew W N6IRFLT9. M I I/2" FURRING 12' CN U a PA MO REPRODIICOOA D=LDWM OR WE MOF En wNm�art wwwrm r Ao- RAIN DRIP STO RAIN DRIP SYSTEM A 1 1/2" PAVER BRICKS COMM. :f:FV" APPLIED STUCCO OR CONIC, STOOPS TRIM (SIMILAR) u-IRESNOLD DATE: s00r LA- STANDARD STUBy Gv CCO I CN'KD: 5/8" STUCCO SCALE: 3' - I'-O" F S ONT ASSEMBLY -I NOTE: SHEET NO. SILL[� C THE HEIGHT OF THE THRESHOLD MAY Q SILL U I P E Q O C T, 2 NOT EXCEED I/4'VERTICALLY A-183 � PER II-4.5.2 FBC SCALE 3" = I'-O' REF. A-8 E A-9 A -I SCALE- 3' - 1'-0' REF. A-9 A-1 OF 27 SPRINKLER RISER ACCESS PANEL- 42' HIGH S.S. GUARDRAIL 2" SQ. S.S. GUARDPOST OPEN TO 42" HIGH BELOW / A �11111�1111 __ �Illllllln� . Inn��nnnll ' . STAIR I PLAN (FOURTH LE SCALE: 1/4"=1'-O" REF. SHT: A-5 36" HIGH S.S. HANDRAIL 42' HIGH S.S. GUARDRAIL, 2" SO. S.S. TUBE W/ GLASS INFILL PANELS' / 2• SO. S.S. POST nocnl Tr, / 47 HIGH I LOBBY ON THIS SIDE) I PL I V (TYP. IST-32D LEVELS) / 3 SCALE: 1/4"=1'-O" REF. SHT: A2, 3 Z 4 A-19 42' HIGH S.S. GUARDRAIL 1,.'7CC =r-VAIIIVIV I/A-14) DRYWALL ON FURRING IN STAIR ttl. ALL FLOORS PRIME AND PAINT STAIR 2 PLAN (FIFTH LEVEL) SCALE: 1/4"=1'-O" REFI, SHT: A-6 �LII/2" ' SEE BELOW RIGHT TYP. GUARDRAIL j FOR DIMENSIONS AND NOTES II 11/2• 1 1/2' O.D. HANDRAIL - - CONTINUOUS BETWEEN FLIGHTS- �- ------- 1/2' TEMP. GLASS ---- --------- -, 2. IN IN PANEL O - FOR TYP. ND TYP. GLASS CLIP SEE DETAIL I BELOW FOR TYPICAL VIEWATIO S DARY DIMENSIONS AND MATERIALS i CRETE PO LANDING E STRUCT AL N ' 1 I 8 ELEVATION ATION SWITCHBACK I I INSIDE HANDRAIL IS CONTINOUOUS _ A 19 SCALE, 3/4'-1'-0°IN 1 a BETWEEN FLIGHTS (TYP. ALL LEVELS) 4 3/4" TYP. GUARDRAIL END POST 2" SO. ST. STL. GUARDPOST ° ° a a \ OUTSIDE HANDRAIL BEYOND (TYPICAL EXTENSION FOR ° . I i BOTTOM OF FLIGHT) I I 2 ca HANDRAIL RETURN PROVIDE J-BEAD ° I AD i I I u GUARDRAIL POST I ; a. AT TOP EDGE - `---------or I FACE/GYP. BD ~- 1/2" GYP. BD. ON 22 GA. 5/8" MTL. STUDS ° • FACE/CMU a cn b a. 4 I O. SUSPENDED GYP. BD. CEILING LANDING 9'-0" A.F.F. (SEE REF. CLG. PLANS) ' ° 18 INTERMLANDING 2 3/41 L L(C2 3!4' ° I I ° a 9 ELEVATION ®SIDEWALL A-19 SCALE:3/4"=l'-O" n - STAIRS LANDING V NOSING 3" NOSING N AI SECT I 2 I/2j*-?—GUARDRAIL TYPICAL FLIGHT B ABOVE C LE: 3/4"=1'-O" REF. SHTI A-14 A-19 N ; (`v 3' DIAM. EPDXY POCKET X 5" DEEP I I GUARDRAIL 2 X 2 X 3/16. S.S. ABOVE VERT.POST , NOSING EDGE I I 1 (� 9 TYPICAL HANDRAIL F - HANDRAIL _N _ _ - A-19 EXTENSION AT TOP ABOVE ----4 -'' CONT. HANDRAIL -- OF FLIGHT ABOVE POST ON TREAD POSTS AT END _ I 1 1/2° O,D. S.S. HANDRAIL (SHOWN )AS ED FOR CLARITY) I S i I 2 L I V (IST - 3RD LEVELS) 4 POST LOCATIONS 5 I I SCALE: 1/4"=1'-O" REF, SHT: A-2 THRU A-5 _I7 SCALE: 3"=1'-O" REF, SN 1 THIS SHEET A-19 I --- S.S. 2" SO. TUBE GUARDRAILzo A I O -2 S.S. 2' SO. TUBE VERT. I i' O• I tv ALL STAIR RUNS ABUTTING A OPEN SPACE I I WALL SHALL R CEIVE I I RUBBER STAIR TRINOER 22 BY POST BRACKET I I INTERMEDIATE TRIM BY ROPPE'OR APPR'D 2z BY Juuus eLUM co. _i I LANDING "NINNN• SPRINKLER RISER (YP. ® EACH VERTICAL) a . EQUAL. . i ; — I ° °a a a °Q /LASS PANELS EKED ---- ----r--------- - AT STAIR #2 PROVIDE STRUCK HORIZONTAL S.S. GLASS SUPPORT LANDING AND VERTICAL JOINTS CLIP U152813-F BY J. G. I I IN BLOCK. FILL VOIDS BRAUN CO. (OR APP'D ABOVE IN BLOCK, PRIME AND EQUAL) STAIRS PAINT i' ABOVE GUARDRAIL, SEE i I ; DETAIL I/ A-14 3" 3' O LANDING ABOVE t qo Z IN ------------------ ---------------- 1, > O 2'-0° m I 5 SIM. A-19 OPP. 'IV° . d __ 4 ° p . to 5 ° ' -19 ° a- d G °' . ° 3" DIAM. X 5" DEEP CORE DRILLED °. POCKET FOR EPDXY -SET POST ° 4 c °.. p O a _-t TYPE 231 (3" WIDE) ° SUPERGRIT SAFETY TREAD BY WOOSTER, OR APPROVED EQUAL. ° (TYPICAL) DO NOT RECESS FLUSH WITH CONCRETE TO ALLOW FOR 1/8" THICK RUBBER TREAD AND RISER MATERIAL SPACE MUST REJECT IS" SPHERE APPLIED AFTER POUR OF STAIRS w Y a _ o Z_ [L w m V m a V) (n (n N inN V) o o H Q Z z a o g O W a) O Lo F- Q 4 L— N U N 0- = � z �m v W moz J a 0 Low= W co>d W W F O LLN LL Oz zgq V ::j>cr) o Q� 1__ILn m W z (� WW O o�� :D>a JI-L UO JOO�- U)Cu- U w O o_ o a © SEPT. '04 THESE PIMS MID TIE INFOIIW #1 SH6'RN HEREIN ORE THE PWSEYOP Eix DRRr6.s aeDEY ARCNR6T6. PA AND REPPOAMfEN6. D6I DR l6E iiAEDF M M DR W PART 6 EP Y Plb �'ADNUF MAIDEN PEAf�0t1. COMM. NO: 040503VB DATE: 20 SEPT. 200 BY: GVM CH'KD: fLID STAIR 2 PLAIN (STREET LEVEL) 7 SCALE: 1/4"=1'-O" REF. SHT: A-1 A-19 STAIR SCALE: 3/4"=1'-O" ECTI ON (GROUND FLOOR) A RE . SHT: THIS SHEET A -I SHEET NO. A-19 OF 27 e SEE BELOW RIGHT FOR DIMENSIONS AND NOTES SECONDARY _I CONCRETE POUR. SEE STRUCTURAL I 1 ` 40 I I ; a g a e a a a a a a ° a d ° *7 Co I. ° TYPICAL HANDRAIL EXTENSION AT BOTT. OF FLIGHT ESCHUTCHEON —� AT WALL RETURN 'Q m Q I m ( p p \ 5 TAIR tt2 RAILING NOTES: PROVIDE 1-1/2' HANDRAIL AT 34' H. AT BOTH SIDES F STAIRS. EXTEND BEYOND STAIRS AS SHOWN IN PLAN ND/OR ELEVATION. HANDRAIL SHALL EXTEND OUT FROM IMPORTS 1-1/2' CLEAR. PROVIDE SIDE MOUNTED RAILING YSTEM WITH TOP RAIL AT 42" HIGH AND BOTTOM RAIL AT /4" ABOVE LEADING EDGE OF TREAD. ALL MAIN RAILING MEMBERS SHOWN SHALL BE 2' SO. ST. STL. STEEL TUBES. PROVIDE I 'SQ. S.S. TUBE THIS WALL SHALL BE VERT PICKETS AT 4 7/8" O.C. BETWEEN MAIN SUPPORTS SHOWN ABOVE. LOCATED TO AL GN WITH SUBMIT SHOP DRAWINGS FOR ALL RAILINGS FOR APPROVAL PRIOR TO FABRICATION. THE PLAN AND ELEVATION DRAWINGS ARE DIAGRAMMATIC I I/2" FURRING A ONLY AND ARE NOT INTENDED TO SHOW ALL THE DETAILS NECESSARY COLUMN g_2 FOR FABRICATION. ALL RAILING SYSTEMS SHALL BE DESIGNED TO MEET -- - - -- THE AMERICANS WITH DISABILITIES ACT REQUIREMENTS, 2001 FLORIDA BUILDING CODE AND THE LIFE SAFETY CODE, INCLUDING LOCAL AND STATE AMENDMENTS. SEE DETAIL "A" BELOW PROVIDE NOSING IMBEDS PER SPECIFICATIONS AT ALL STEPS AND ° a FOR TYPICAL DIMENSIONS TIE A ING EDGE OF LANDINGS FOR FULL WIDTH OF STAIR "° "° xx O AND MATERIALS. 3 " AT EACH END. °' Z i i ROVIDE RUBBER STAIR STRINGER TRIM BY 12OPPE OR APP'D EQUAL. m 3*/4 CAR CONTROL WEIGHT ` INSID HANDRAIL IS CONTINUOUS °iN aL BUTTON DIAMETER BETIEEN FLIGHTS (TYP. ALL LEVELS) L O 8O 0 A 60 MIAIN- ffjTRy__*10 20 S O B O OUTSIDE HANDRAIL BEYOND (TYPICAL EXTENSION FOR cL BOTTOM OF FLIGHT) o O O C 0 ALARM' bO ®O EMMZG&= TAGON SYMBIC7L ------- /i STOP SLIT THE z ISSNNOT PANEL DETAIL . I a a p -18 d d IF e SWITCHBACK `3• J a. d . - a z d n 2 �20 c b n 'AIR 2 TYPICAL FLIGHT L_J ° D' 0 p D cn D p p D ® O D n-. LIGHT BROOM FINISH CONC. .. HAND IL FOR C ITY) — S.S. 2' SO. TUBE GUARDRAIL S.S. 2" SQ. TUBE VERT. OPEN SPACE S.S. CAPLSTADI POST BRACKET 4222 BY JULIUS 3LUM CO. ` (TYP. o EACH VERTICAL) I' TUBE V _ p 1 I JI ° D p TYPE 231 (3" WIDE) p° D SUPERGRIT SAFETY TREAD BY WOOSTER, OR APPROVED EQUAL, (TYPICAL) rl 3" DIAM. X 5° DE P CORE DRILLED POCKET FOR PDXY-SET POST DI SPACE MUST REJECT 6" SPHERE STAIR 2 BOTTOM FLIGHT �A1 R('AI Fi IIA a 1•-n" occ A -In " _ NOISTWAY AND ELEVATOR ENTRAN 2DRAIL 1 1/2" O.D. HANDR/ CONTINUOI BETWEEN FLIGH' 2"SO. S.S. VERT. I" SQ. S.S.P0 2" SO, S.S. TUE LANDING LVAT I OI V ® SWITCHBACK / 5 \ SPACE MUST REJECT 4" SPHERE I ALIGN THIS WALL WITH INTERSECTION OF LOBBY WALLS �T p / /' 12 D.F. 6" V-0" OW to ISP m PUBLIC ICES � SCALE, 1/4" - 1'-0' REF. A-1 LCVtLS 1-4 STAFF ELEVATOR n . AI F. I/A* - I' -A" QFF A-O TI-01 I A-F A_n STREET LEVEL, STAFF ELEVAT SCALE, I/d" - 1'-0" REF. A-1 .IGN TH SE ELLS THIS WALL SHALL BE LOCATED TO ALIGN WITH 1 1/7 FURRING AT COLUMN DISP. MIRROR GRAB BAR T.P. b GRAB BAR STAFF 010 6 2 SCALE' 1/4- - 1'-0' REF. A-1 -2 SE T ELEVATOR NOTES( 1. SEE STRUCTURAL DRAWINGS FOR ELEVATOR PIT CONSTRUCTION INFORMATION. 2. GENERAL CONTRACTOR SHALL VERIFY ALL ROUGH OPENING DIMENSIONS, PENETRATIONS, CLEARANCES, ETC. FOR PROPER INSTALLATION OF ELEVATOR AND ELEVATOR EQUIPMENT WITH ELEVATOR SUPPLIER. 3. ELEVATOR SUPPLIER SHALL SUBMIT DETAILED SHOP DRAWINGS FOR PROPER INSTALLATION OF THE ELEVATOR AND ELEVATOR EQUIPMENT FOR ARCHITECT'S REVIEW. IGN� LEVELS 1-4 PUBLIC ELEV. SCALE- 1/4" - 1'-0' REF. A-2 TIHRU R r/. D�TA/PHONE e PIT LADDER ELEC O07 I , I i i L� 111111\\\\\\ I I TT I $? I 3 J w N J Q p Z OL w m V) H O W Q =) Cp N O Q O m LLMM N a 100 0 H -4Z Zo I W U O — a ) �O� Z J cn N V D-=n LLJ H J Qv aW Z = U } m .. Lu J a MOZ 0� O W to > D- W F_ 01 SEST uj 1 Q I- ly LL N OZ Z 'I Q 7 m � ? c) LL �[ m W z 6 W0 W 0D! _jIL >a �O' UO U)c4o U W w a_ O L� HOLD TECTUM BACK 8" FOR WALL SWITCH ELEV. EQ. T 008 O ED M.T. Q ST EET LEVEL PUBLIC ELEVATOR SCALE, 1/4' - 1'-0" REF. A-1 121 m a Y m I w oO z O o Ld yy to w La o Ia1 z I... r a n O N _ 0 Z ►.ii.�G�'e�.P.� I I` APPLIED TO THESE WALLS PRDPEWrp F WAID III Sk-, A M PA MD USE FULL HEIGHT FLOOR TO UNDERSIDE OF CONC. DECK. Ism wnpour wpmw wru�px. SECURE TECTUM TO P.T. IX3 FURRING AT 24' O.C. W/ COMM, NO: 040503Ve COUNTERSUNK HEAD SHEET DATE: 20 SEPT., 200, METAL SCREWS AT 8" O.C. IN LIEU OF TECTUM. 2' THICK BY: GVM SOUND SILENCER ACOUSTIC CH'KD: PD PANELS MAY BE APPLIED TO THE IX3 FURRING W/ SHEET NO. I CONSTRUCTION ADHESIVE. 2 OUND SILENCER PANELS ARE ASTM E-84 CLASS -A RATED. A-20 LOCAL REP 1-800-766-3969, MARTIN FIREPROOFING ORPORATION. OF 27 GYP. BD. - 1/4" JT., CASING BD, B.R. E SEALANT (ROTATED 180 DEGREES) INSIDE CC 1/4' X 1-3/4" STAINLESS STEEL_ MASONRY SCREWS o 18" O.C. PACK GAP W/ BATT INSUL. FACE OF EXIST. BLDG. THIS SIDE IS ATTACHED WITH A 1" WIDE CONTINUOUS BED OF URETHANE ADHESIVE CAULK TO J-TRIM 114" X 1-3/4' HEX -HEAD STAINLESS STEEL _ MASONRY SCREWS o 24" O.C. FWSC-200 W/ (2) 12AI59000 RETAINERS 1/4" JT., CASING BD. B.R. E SEALANT ZINC. STUCCO STOP, 3/8' WIDE SEALANT JT. WELD FIBERTITE ROOFING TO VERT. LEG ANGLE PROVIDE I" GAP HERE Wl BACKER ROD AND SEALANT P.T. RIPPED 2X NAILER, BAND -SAW CUT TO MATCH DOMED SHAPE OF ROOFING SYSTEM TYP, ROOFING 8 X 8 TOP CORD. STL. SM. — BY BRIDGE FABRICATOR BEND THIS LEG OF THE VERTICAL ANGLE TO BE PARALLEL TO BUILDING PROVIDE URETHANE ADHESIVE FOR FACE THIS LEG OF SF-200 TO J-TRIM— UNDERSIDE OF \ 2X4 FASCIA_ UNDERSIDE OF 2X8 METAL SIDING BEND J-TRIM PARALLEL TO BLDG. WALL CASING BEAD, I/4" JT. W/ BACKER ROD E SEALANT PT IX3 NAILE G7PON FWSC-400 W/ ALUM. FRAME #12A15100 ON BOTH SIDES, RUN UP TO 4' ABOVE CEILING. (LOOKING UP TO UNDERSIDE OF FASCIA, CEILING NOT SHOWN) N.W. WALL INTERS`TN n FACE OF EXIST. BLDG. THIS SIDE IS ATTACHED WITH A I" WIDE CONTINUOUS BED OF URETHANE ADHESIVE CAULK TO J-TRIM 1/4" X I-3/4" HEX -HEAD STAINLESS STEEL MASONRY SCREWS o 24" O.C. -FWSC-200 W/ (2) 12A159000 RETAINERS 1/4' JT„ CASING BD. B.R. E 61, SF-200 EXPANSION JOINT BY C/S GROUP, PROVIDE FACTORY -FORMED MITERS AT END, CONTINUE AT SOFFIT 'J'CLOSURE TRIM —P.T. IX3 5/8" T. P.T. PLY. SHEATHING 3/4' FURRING 3 5/8" GALV. MTL JOISTS AT 24" O.C. GYP. BD. I/4" JT:, CASING BD. B.R. E SEALANT 1/2" 4° 2" 2" FLASHING DIMENSIONS ANGLE r-1/4" X 2" ST. STL. HEX HEAD MASONRY SCREWS WITH NEOPRENE WASHERS AT 12' O.C. ' -16 GAUGE ST. STL. BREAK METAL FLASHING (SEE ABOVE) `-COMPRESSED FOAM ROD SECONDARY SEAL -RUN SF-200 (BEYOND) UP TO ELEVATION OF THE ROOF -2' X 2" COATED FLASHING BY FIBERTITE, ATTACH TO NAILER W/ tt12 X 1 1/2" ST. STEEL PAN HEAD SCREWS AT 8" O.C. CONT. 1/4' STL. PLATE X 7' WIDE, WELDED TO TUBE STEEL TOP CHORD WITH 3/8' DIAM. BOLTS AT 16 O.C. STAGGERED TO P.T. NAILER FACE OF BUILDING -PACK THIS AREA WITH BATT INSULATION .--FOAM ROD BEYOND -TROWELED IN 1/2' THICK SEALANT IN THIS ENTIRE AREA. PROVIDE 2' THICK CLOSED CELL FOAM BACKING IN OPEN AREAS PRIOR TO SEALANT. —3/8" JT., CASING SD., B.R. E SEALANT -SF-200 EXPANSION JOINT BY C/S GROUP, RUN UP TO ELEVATION OF THE ROOF, SEAL TIGHT. -71� -I/4" X 1-3/4" HEX -HEAD STAINLESS STEEL 3 5/8' GALV. MTL"' MASONRY SCREWS o 18' O.C. JOISTS AT 24' O.C. dETAL STUD 3/4" FURRING PACK THIS AREA WITH BATT 5/8" EXT. P.T. PLY. SHEITHING�� INSULATION P. IX3- "J" CLOSURE TRIM - SF-200 EXPANSION JOINT BY C/S GROUP, PROVIDE FACTORY -FORMED MITERS AT ENDS, CONTINUE UP VERTICAL WALLS CASING BEAD, 1/4" JT. BACKER ROD E SEALANT METAL PANEL -1/4" JT., CASING BD. B.R. E SEALANT -FWSC-200 W/ (2) 12AI59000 RETAINERS 1/4" X 1-3/4" HEX -HEAD STAINLESS STEEL MASONRY SCREWS o 24' O.C. CONTINUE THE 7" HIGH STL. PLATE AT RC ABOVE OVER TO MEET THE 7" ANGLE AT SAVE, WELD TOGETHER —SF-200 EXP. JT. (SEE DETAIL 2 FOR N UNDERSIDE OF 2X8 FASCIA—/ UNDERSIDE OF 2X4 FASCIA BENDulv— J-TRIM PARALLEL TO BLDG. WALL (LOOKING UP TO UNDERSIDE OF FASCIA, CEILING NOT SHOWN) 4 5-1/2" R-20 ICYNENE INSUL. 8X8 STL. FRAME BOTTOM CHORD JOINT 3:S. FLASHING Noy -HOLD INSIDE ANGLE AND BACKER RMS-OAAW' FROM LOWER EDGE OF OUTER FLASHING, FILL ENTIRE AREA WITH SEALANT FOR WEATHER SEAL, PROVIDE TEMP. SUPPORT TO PREVENT SAGGING UNTIL FULLY CURED. �- INSIDE FACE OF BEAM THIS SIDE IS ATTACHED WITH A I" WIDE CONTINUOUS BED OF URETHANE ADHESIVE CAULK TO J-TRIM FACE OF BEAM ABOVE E SELOV� 114" X 1-3/4" STAINLESS STEEL MASONRY SCREWS o 18' O.C. GYP, AT CENTER JOINT, PROVIDE SELF-ADHESIVE 1/8' THK. X 2" WIDE BUTYL RUBBER FLASHING AT BACK SIDE OF HORIZONTAL AND LOWER 3 VERTICAL LEGS FOR WATERPROOFING. (JOINT _21 AT UPPER LEG SHALL SET IN BED OF SEALANT AT BLDG FACE) � 4 -21 ----- --- FACE OF BLDG. BEYOND PLACE BOTT. EDC ABOVE RC 3 5/8" GALV. MTL JOISTS AT 24' O.C. 3/4" FURRING 5/8° E T. P.T. PLY. SHEATHING P.T. IX3 - "J" CLOSURE TRIM SF-200 EXPANSION JOINT BY C/S GROUP, PROVIDE FACTORY -FORMED MITERS AT END, CONTINUE AT SOFFIT S.A,T, 'TEE" H� "8XI/2' TING BUILDING iEE DETAIL 3) COINER FLASHING S.A.T. SLING 12V006108 FCSC-200 EXPANSION JOINT BY C/S GROUP- THIS DRAWING SHOW 3 CONNECTIONS FROM THE BRIDGE TO BOTH BUILDINGS THAT ARE DESIGNED TO PROVIDE FOR UP TO I" OF MOVEMENT ALONG THE LONG AXIS. DO NOTE MAKE ANY CONNECTIONS TO THE BUILDINGS FROM ANY FLOOR, WALL OR CEILING FINISH, PIPES, WIRES, DUCTS OR OTHER UTILITIES ON THE BRIDGE THAT DO NOT ALLOW FOR THIS DIFFERENTIAL MOVEMENT. ACTUAL MOVEMENT EXPECTED AT EITHER END OF THE BRIDGE IS 1/4" CAUSED BY EXPANSION AND CONTRACTION DUET D TEMPERATURE FLUCTUATIONS. FOR RAISED FLOOR EXPANSION JOINT DETAILS, SEE DRAWINGS BY FLOOR SYSTEM SUP IER. FOR BRIDGE STRUCTURAL INFORMATION, SEE DRAWINGS FROM CONTINENTAL BRIDGE. 7 SECTION/ELEVATION i 10 -21 AT CORNER FLASHING CONDITION AT ROOF -21 DETAILS SIMILAR, NO STUC O� i ON EXISTING BUILDING WALLS \ i i 6 3 I -21 -21 -21 rl, CEIL'G ROOF LOWER i SOFFIT 11 J -21 I LOWER \a,-2LAfr SOFFIT —PACK THIS AREA WITH BATT INSUL.. FACE OF BLDG. 3 ROOF DETAILS SIMILAR, NO -21 STUCCO ON EXISTING THIS SIDE IS ATTACHED WITH A ]"WIDE BUILDING WALLS CONTINUOUS BED OF URETHANE 6 CEILING ADHESIVE CAULK TO --TRIM 1/4' X 1-3/4" STAINLESS STEEL MASONRY SCREWS 0 18" O.C. -CASING BEAD, 3/8" JOINT, SEALANT -5/8" STUCCO DG. 1 �►► 21A -21 OUTLINE OF EXISTING BUILDING 1/4° X 1-3/4" STAINLESS STEEL MASONRY SCREWS 0 18" O.C. -STUCCO W1 CASING BEAD, 3/8' JOINT, SEALANT PROPOSED CLERK OF COURTS BLDG. 7 _2) OF CE1LG S<YVVAL< PLAN (REFERENCE ONLY, SEE A-21) SCALES 1/8" = 1'-0" LLI Z a w m W O H O (O Q V)0) V) N Q V) m F- < qt Z a G Z0 1 0-0 W p 1 aoW J N U OL 0 Q F JQv Z = >- CO V O W J a air0 0 En W = W Cu>a N IW- a Irr � � Q Q III 4 J Q W V) V/ Ly D O (n U W 0 UJ 65 7 U) 2 0 0 ((�� O Z v Z c) Q� W 2g W 0aiW > _ D n. 06 U UJ � O 1- U t,J 0 w a 0 0- u- Vi z 0 y w w a 0 0 z © SEPT. '04 THESE PLMS AND THE INRTRMUT N SHDWN HERON ME THE PRVM OF MW OR OWN NOW AROMM PA MD REFVWCRN6. OAS OR USE THREW N WHNE OR N RVU N nFRONLY FRD- H® vEn+aEE WNTEN PEEMM COMM. NO: 040503VB DATE: 08 J(LY 2005 BY: GVMAEPH CH'KD: PID SHEET NO. A-21A OF 28 -_1_� .. - - __ I IX DOOR FRAME RIPPED FROM IX6 TO 4-5/8' I NT, DOOM MEAD 3CAI FI 4" . 1' n' D=G nnnD Cnl =ml It = APPLIED, SEGMENTED STUCCO TRIM 3/8" FOAM -= ROD E SEALANT SEALANT W/ BACKER SLOPE HEAD ONLY1 I I ARCH OR EQ. SERIES /!/ ALUM. FRAMING FAST 12 O.C. ALL SIDES I I P.T. IX3 BUCK W/ CON 1/4" WOOD SHIM TO A SHUTTER I AS STOP FOR • JAMB I :i°: BACKING ROD ONLY I F ARCH SERIES 3000 FRAME W/ IMPACT GLAZING ESP WHITE ALUM. SILL FLASHING WITH TURNED UP ENDS W/ WELDED CORNERS SEALANT WITH - BACKER ROD APPLIED STUCCO TRIM 1/2" GYP. BD. OVER 3-5/8" 22 GA. STEEL STUDS AT 16' O.C. 3-1/2" SOUND BATTS NOTE, ADJUSTABLE FRAMES MAY BE APPROPRIATE FOR OLDER EXISTING DOOR/WALL ASSEMBLIES. AMWELD OR EQUAL 14GA/16 GA STEEL FRAME, SEE DOOR SCHEDULE 1-3/4" S.C. BIRCH VENEER DOOR OR INSUL. STEEL, AS SCHEDULED HEAD/(JAMB S I M°) Al E: 3" = F-n" DFP A-0 2 ALIGN INSIDE FACE OF _ FRAME WITH INSIDE FACE OF CMU WALL SEALANT MARBLE SILL SET IN MORTAR ALUM. BRAKE METAL SILL COVER (MATCH WINDOW) P.T. IX BUCK WIDTH OF FR WITH 1/4" SHIM SPACE FORMED PROJECTED CON SILL WITH (D u5 1/2" GYP. BD. ON IX DOOI 1 1/2' FURRING RIPPED IX6 TO CEILING LINE /'-3 3/4 CEILING LINE CEILING LINE (VERIFY) I O 14 COURSES - (n WIDE, 12 HIGH U 0 (n 3'-0' 3'-0' r kl—FLOOR LINE FLOOR LINE I NTFR I ( SCALE, 1/4" - 1'-O' IL N Ill Go I �4-IIYL WS RADIUSED WALL TRACK HOLLOW METAL ONE PIECE - FRAME (45 MINUTE RATING) 5/8" STEEL STOPS 3/16" F112ELITE GLASS — 1/2' DRYWALL OVER 1 1/2" FURRING AT 24" O.C. WITH RIGID INSUL. BETWEEN FURRING STEEL STOPS CONC. LINTEL (SEE BEAM SCHEDULE) AMWELD OR EQUAL ONE PIECE STEEL FRAME. (45 MINUTE RATING) SET FRAME TO ALLOW GYP. BD. INTO THROAT P.T. IX NAILER VINYL J-BEAD IMPACT GLAZING AS SCHEDULED 1/2" TYPE "X" GYP. BD. OVER 3-5/8' 22 GA. STEEL STUDS AT 16" O.C. 1 5/8' MTL. STUD STRUT, SCREWED 1-0 RADIUSED WALL TRACK ® 12' INSTALL VERTICAL WALL O.C. ALONG RADIUS, FOR FRAN ING E GYP. BD, FOR FIRE ATTACHMENT OF IX4 NAILER SEP ATION, THEN INSTALL F12AN ING AND GYP. BD. FOR LOBB r SIDE. / I I I I CASING BEAD, 1/4" JOINT W/ B.R. ESEALANT KERF-CUTIX4 NAILER, FIT TIGHT TO RADIUS CONST12UC NE.AD SET WINDO' SILL (JAMB SIM.) POUND WIN[ SCALE, 3"- 1'-0" REF. TH KERF-CUT IX4 NAILER, FIT TIGHT TO RADIUS 1 5/8" MTL. STUD STRUT, SCREWED TO RADIUSED WALL TRACK 0 12' /O�.C. ALONG RADIUS. r ,' / 6 \ 1/2' TYPE "X" GYP. BD. OVER 3-5/8" OR 622 GA. STEEL STUDS AT 16" O.C. )(6" FIR ITE GLASS AS MANUFACTURED BY TE HNICAL GLASS PRODUCTS. GRAD OF GLASS SHALL BE "PREMIUM FIRELI E". WINDOWSFT E❑U ARE TRUE DIVIDED LIGHT TO ADHERE TO MAXIM JIM GLASS AREAS REQUIRED BY FBC. ACCEPTABLE GLAZING MANUF ACTU12EPS ARE "GPX GLASS PROTE ° AND "SUPERLITE II-45" BY SAFTI SAFETY AND FIRE TECHNOLOGY, INC,) WECK 90 MIN. RATED GLASS BLOCK EXPANSION MATERIAL PER MFR. SPECIFICATION NOTE- ACCEPTABLE ALTERNATE FOR ALL EXTERIOR WINDOWS (A THRU J AND Y) SHALL BE KAWNEER, CGI (CONSTRUCTION 1/4" MORTAR JOINT GLASS INDUSTRIES) AND TM PRODUCTS - FL SASH. PRECAST STONE 1 1/2' BULLNOSE AT I.) GLASS COLOR IN ALL EXTERIOR DOORS AND WINDOWS SHALL BE BRONZE TINTED. INTERIOR GLAZING SHALL BE CLEAR. HEAD, JAMB E SILL 2.) PROVIDE BRONZE TINTED NON -IMPACT GLAZING IN A WHITE ESP ALUMINUM FRAME. THESE THREE WINDOWS WILL REQUIRE ❑ WINDOW SCHEDULE REFER TO FLOOR PLANS SHEETS A-1 TO A-6 MARK SIZE MANUFACTURER TYPE DETAILS SILL REMARK A 4'-O' W. X 4'-3' H. **ARCH SERIES 3000 STORE 3/A-18 MARBL PROVIDE TINTED IMPACT GLAZING, ESP FRONT 6/A-18 WHITE ALUM. FRAMES, COLONIAL MUNTINS B 4'-O' W. X 7'-8' H. 3/A-18 ARCHTOP 6/A-18 C 2'-8' W. X 5'-0" H. 2/A-22 3/A-22 D 4'-0' W. X 6'-0" H. 3/A-18 6/A-18 E 3'-0" W. X 9'-2" H. Al2CHTOP F 2'-8" W. X 5'-0" H. ARCHTOP G 4'-0" W. X 6'-0" H. ARCHTOP H 2'-8" DIAMETER 6/A-18 J 5'-4' DIAMETER 3/A-18 NO TRIM 6/A-I8 THIS WINDOW K 6'-4' W. X 8'-O' H. ARCH SERIES 3000 RAL 9016, POWDER COATED FRAMES (TWO SECTIONS) 6/A-I8 W/ 6-YEAR PAINT WARRANTY L 3'-2 W. X 8'-0' H. 3/A-18 SIDELITE 6/ -18 M 2-0' W. X 8'-O' H. SIDELITE N 9'-6" W. X 8'-O' H. PROVIDE TINTED IMPACT GLAZING, (THREE SECTIONS) ESP WHITE ALUMINUM FRAME P 8'-0" W. x 8'-0" H. (THREE SECTIONS) Q Z-6' W. X 8'-0" H. SIDELITE R 2'-7' W. X 8'-0" H. SIDELITE S IDS �T�� T 5'-4' DIAMETER HOLLOW METAL FIXED 6/A-22 E AND GLAZING ASSEMBLY U b-O' X 6'-0' HOLLOW METAL FIXED 4/A-22 - 45 MIN, RATED FRAME AND GLAZING ASSEMBLY V 7'-4' W. X 6" 4" N, WECK GLASS BLOCK 5/A-22 _ I ED BLOCKS AND WALL ASSEMBLY W 6'-4' W. X 5'-2' H. BULLET RESISTANT AE12 WITH DEALER DRAWER 1.25' THICK A/A-22 ST. STL. PROVIDE ROLL DOWN 45 MINUTE AND STAINLESS FRAME ACRYLIC FIRE SHUTTER ON TELLER SIDE X 2-8" W. X 2-0' H. (LOCATED IN MAIL ROOM) ARCH SERIES 4000 STANDARD STORE FRONT 2, 3/A-22 SIMILAR RBLE SEE NOTE tt2 Y 4'-O" W, X 6'-0" H CASEMENT BY CGI MODEL 238 CASEMENT 9/A-21 MARBLE DOUBLE CASEMENT AT SKYBRIDGE E IMPACT 10/A-21 (NO SCREENS) z l�� �T�I� �I_�T�® REFER TO SP-1 - SP-5 FOR WINDOWS IN THE FOLLOWING WALL PANELS AA 2' O" W. x 4'-O' H. ALUMINUM - - LAMINATE REFER TO ELEVATION U. ON ID-6 BB 1'-3" W. x 5'-2" H. ALUMINUM - - - SILL 18' ABOVE FINISHED FLOOR CC 2'-0" W. X 3'-8" H. ALUMINUM FIXED - - HEAD AT 6-8' DID 3'-0' W. X V-8" H. ALUMINUM - - _ HEAD AT 6-8" HORIZONTAL EE 3'-O" W. X 3'-8" H. ALUMINUM w�NpoW _ HEAD AT 6'-8° �-AMWELD OR EQUAL 3/8" DURROCK HURRICANE STORM PANELS. INCLUDE IN BASE BID. PANELS MANUFACTURED MEETING THE FOLLOWING MINIMUM SPECIFICATION FRAME ONE PIECE STEEL FRAME. ROM M1ETAL TRACK WILL BE ACCEPTED, (45 MINUTE RATING) 5/8" I I 5/8' STUCCO HURRICANE STORM PANELS AT WINDOW "X" - SHALL BE CORRUGATED ALUMINUM PER THE FOLLOWING CRITERIA, STEEL STOPS 6" X 22 GA. MTL. STUDS e 16" O.C. PANEL, EACH PANEL IS 13.5" AND 12" COVERAGE. PANEL THICKNESS IS .050 ALUMINUM 3/16° FIRELITE GLASS (FULLY INSULATED THIS PARTITION RUNS HEADER TRACK: WALL MOUNT: EXTRUDED ALUMINUM 6063-T5 ALLOY, 3-3/8' NIGH WITH A 2" CAVITY TO RECEIVE PANELS IN A MINIMUM .062 THICKNESS. (JAMB, SILL SIMILAR) W/ F.G. SOUND BATTS) UNINTERRUPTED FROM CONC. FLOOR DECK TO CEILING MOUNT, EXTRUDED ALUMINUM 6063-T5 ALLOY, 2" X 2" WITH A MINIMUM .062 THICKNESS. SILL TRACK, SILL TRACK IS 2" X 2" ALUMINUM ANGLE 6063-T5 ALLOY, WITH A .090 MINIMUM THICKNESS AND 1/4-20 UNDERSIDE OF STRUCTURE STAINLESS STEEL KNURLED STUD, DIE PUNCHED AND PRESS FIT AT 6" OR 12' ON CENTER. ABOVE (2-HOUR WALL) WINGNUT, 1/4-20 WASHER WING NUT WITH A 7/8" BEARING SURFACE. THESE ARE TO BE NICKEL PLATED ALLOY. COLOR, MILL FINISH. i NT. WINDOW HEAD 4 GLASS BLOCK S I LL AS MANUFACTURED BY FLORIDA SHUTTERS INC., VERO BEACH, FL, PHONE 800-741-2202. AN OR EQUAL, NON -CORROSIVE SYSTEM, MEETING FBC 2001 REQUIREMENTS WILL BE 5 ACCEPTED. SCALE, 3"- 1'-0" REF. THIS SHEET A-22 SCALE, 3"- I'-0" REF THIS 0 z D 6'-O" UNIT DIM. 721/2" R.O. :-I --------- I FLOOR LINE SHE T -2 3.) THE WINDOWS LOCATED WITHIN THE 2' PORTABLE WALL PANELS SHALL BE SUPPLIED AND INSTALLED BY THE MANUFACTURER (HEAD AND JAMB S I I LAQ) OF THE WALL PANELS. SEE ALSO SPECIFICATION SECTION 08354, ARTICLE 2.05. CORNER GUARD EXPANSION ANCHOR TO SLAB AND HEAD AT 3 1/2' DRYWALL LOACTIONS WITH 3/8" DIA. E.D. PROVIDE 2X6 STUD AND 2 1/2" 4" 2 1/2" JACK STUDS AT HINGE SIDE 6" SPEAK STAINLESS STEEL FOUND 2 X6 JAMB SECURED TO STEEL TUBE COL. SPEAK T4�1 U DEVICE Q ROUT BASE OF JAMBS AS REQUIRED. TO LET -IN STEEL FLANGE 45 MIN. FIRE SHUTTER BEYOND AT TELLER SIDE. BOX IS EXPOSED AND IS NOT CONCEALED WITHIN THE CEILING GE TICKET TRANSACTION WINDOW —� WITH 11/4" LEXGARD 1250 GLAZING f PROVIDE STAINLESS STEEL COUNTER 16" WIDE WITH RECESSED BULLET RESISTANT CASH TRAY FRAME IS STAINLESS STEEL IN A BRUSHED OR POLISHED FINISHJ_/'�g / / � I 2 1/2' STRIKE SIDE -HINGE SIDE WIDE STYLE 1/2' PLY. SPACER 2 1/2 X 2 1/2 X 1/4 STEEL TUBE COLS. STORE FRONT SLAB TO UNDERSIDE OF SLAB/ STRUCTURE DOORS BY ARCH OR EQUAL. ABOVE TO STIFFEN STRIKE SIDE OF EN TRY DOOR. DETAIL AT DC SCAT F: s" = F-n° DFr_ TI I,f h Ld Y � � Z W m N Hp Q p (O (n p Q O m No wMM m V) o �- Zp I Z W Q o ou Oxon CL f- Z J N Z _ my U W J a moo W (No>(L ,��Inumh�mnulu �IIIAItlNNN�RNIII1lI� • 11 diAll Il— O U W Q z at ''tt J LJ— cv O Z Z 'q � m �j 0Qe I._IL m W LLI of 2 W_U �5 �IL JOB Uo u)°° H U w w O (_ li I 0 W EL' oz 0 qw V) C LLJ � 0 z W M a N � - o z (CD SEPT. '04 THESE PUNS Mo THE INFORMATION SHOWN HEREIN ME THE PRWERIT W MT MIFF1M 01W NCEI= PA AND RB><pNI MK I)MLO 1 0 OR M MEW N NNIE W N PNO 5 EWIESST PRD- H9,EI) WTHWF WRM04 P11090p1 COMM. NO: 040503VB DATE: 20 SEPT. 2004 BY: GVM /HSN CH'KD: PD SHEET NO. A-22 OF 27 ✓ "h� fe'0 S Wf .hx. ��+ O C IFa,�ll i II PM TOTAL OF FOUR PAIRS OF LIGHTS AT UNDERSIDE OF BRIDGE LEGEND RECESSED CAN 0 (AT MOUNTING WALL MOUNTED LIGHT FIXTURE I -EIGHTS SHOWN) CEILING MOUNTED FIXTURE + PENDANT MOUNTED PM CEILING FIXTURE RECESSED CAN EYEBALL G�- EXIT LIGHT Z 2X4 LAY -IN FLUORESCENT WITH ACRYLIC LENS 2X4 LAY -IN FLUORESCENT WITH PARABOLIC LENS 2X4 RECESSED INDIRECT FLUORESCENT INDIRECT WALL SCONCE n PENDANT MOUNTED FLUORESCENT LIGHT —1 A/C REGISTERFm RETURN AIR REGISTER Fm EXHAUST FAN CEILING MOUNTED 2X4 FLUORESCENT WITH �CM WRAP AROUND PRISMATIC LENS CEILING MOUNTED IX4 FLUORESCENT CM WITH PRISMATIC LENS DROPED DRYWALL HEIGHT AS SHOWN HEADER ON STL. STUDS Q TERMS ECC - EXPOSED CONC, CEILING 5/8' DRYWALL CEILING ON 20 GAUGE STEEL FRAME T 24' O.C. SUSPENDED LINEAR METAL CEILING Ld u - . - V) 00 COO Fr CL , LLJ Ld .. • UJI . . , ................... lle, ��uallllllllllllllllliu� Q W (n co /I— I_IL O U uJ Q o LL J LL ®z N z 'I � � m 0QU- �[ m W Wuj U �>a ALL ULL �O� o 0 O U) U W O a- O '04 © SEPT. THESE AND TIE INF➢NIM SNDWN N ME ARE THE CEILING TILE SCHEDULEMMWEORA PA MD OF FDDPL DRR, � AMIIIEC W ONO PA MD AEPRDgICIpI&, � OR I$ PM 60�SflP 1®Ifm 1111lIDUt MPotIFR PEERtlL16900N. REFER TO SHEETS A-23 THROUGH A-27 FOR LOCATIONS A. TYPE - I ARMSTRONG tt1733, 24" X 48° X 5/8" FINE FISSURED, ANGLED TEGULAR COMM. N0: 040503VB WITH 15/16" EXPOSED TEE GRID. COLOR - WHITE TILE AND GRID. DATE: 20S6PT, 2004 B. TYPE - II ARMSTRONG tt558, 24" X 24' X 7/8" CIRRUS OPEN GRID PLAN WITH BY: EPH / JQ CH'KD: SILHOUETTE 9/16" BOLT SLOT 1/4' REVEAL GRID. COLOR - WHITE TILE PD AND GRID. C. TYPE - III ARMSTRONG tt6O7, 24' X 24" X 5/8" CERAMAGUARD FINE FISSURED, NON -PERFORATED W/ 15/16" SQUARE LAY -IN GRID. COLOR - WHITE TILE AND GRIi), SHEET NO. A-23 OF 27 ml iI —JL_ _ _ I _ 7 /.N ®, [+a'-6" 0 • ® R/A _ CM J UP C C. CM DIN -0" �p ® 0 ®R®I �,R/A _y II 1 II I Zi :.. .l o F d. ' I - ® EC C F Ic to +9, 0 A 9_ + 1 .. B. to57"® �: p • \ , .o < 8' p ® :.0 TT IEEB. + 11, C� C II �y vALEI 1/8" - 1'-0" u UP N i►-lil INS I vm W� 1m®m 0 \ E STREET VEL PLAN INE REF ATED CEILING WI S 6PEN ® BONDED OME M L CEILING WALL MO NTED UP�A IGHT TO ACC E T VAULTS AT WINDOWS LEX TRACK HALOGEN VE METAL. CEILING "'.I CEILING TILE CI I DOLE REFER TO SHEETS A- 3 TNROUGP A-27 FOR LOCATIONS A, TYPE` -.I ARMSTRONG rs173 , 24 X 48" X 5/8" FINE FISSURED, ANGLED TEGULA12 WITH 15/16' EXPOS ED TEE GRID. COLOR - WHITE TILE AND GRID. B. TYPE' II LAN WT S WOUETTE 9/16' 3OL SLOTX/4" R V716 IEAL GRID. COLRRUS OPEN OR P WHI EI TALE AND GRID. C TYPE'- III Al2PE AND GRID. W/ 5/16' SQUARE LAY -IN GRID. COL012 - WHITE TIL LEGEND RECESSED CAN @O (AT MOUNTING WALL MOUNTED LIGHT FIXTURE HEIGHTS SHOWN) CEILING MOUNTED FIXTURE PENDANT MOUNTED PM CEILING FIXTURE RECESSED CAN EYEBALL EXIT LIGHT 2X4 LAY -IN FLUORESCENT WITH ACRYLIC LENS 2X4 LAY -IN FLUORESCENT WITH PARABOLIC LENS X4 RECESSED INDIRECT FLUORESCENT INDIRECT WALL SCONCE n = PENDANT MOUNTED FLUORESCENT LIGHT - A/C REGISTERFX RETURN AIR REGISTER Q/a EXHAUST FAN CEILING MOUNTED 2X4 FLUORESCENT WITH CM WRAP AROUND PRISMATIC LENS CEILING MOUNTED IX4 FLUORESCENT CM WITH PRISMATIC LENS DROPPED DRYWALL HEIGHT AS SHOWN HEADER ON STL. STUDS A TERMS ECC -EXPOSED CEILING 5/8" DRYWALL CEILING ON 20 GAUGE STEEL FRAME T 24" O.C. SUSPENDED LINEAR METAL CEILING IMPORTANT NOTE: "A" SERIES SHEETS INDICATE BUILDING SHELL INFORMATION. "SP" SERIES SHEETS INDICATE SPACE PLANNING, INTERIOR WINDOWS, EXTERIOR AND INTERIOR DOORS. ' ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK Z FINISHES. w Z o_ w m V) ~ O � Q tD V))O 0 Ito N m N o 0 ~ Q'I Z Q U — O a% w o Off) Q < 2w^ N FLLI N = 1� F- v _J QLa Z = U rm V,j J Q moz L0 LLJ 02 w CD > C- I J Q w V) n� D O U � U� N — ® (D ~ �CID % Z ` , Y ? �;M J O Q LL c[m Lu28 WU >>a _I LL UO -j 06 U)c)o U W w O rZ U- m Y 0 LLI N m m i 2, W m m Z cn o Z 0 o j y H sNs GJ -4 W of V) RC m I `J z m w Q co 0 N 2 © SEPT 04 THESE PUNS MO THE INMRMAnM SHOWN HEREIN ME THE PIBPFRW OF mUI1W WflDIWS aW}.T ARIM TS, PA M0 RPflOdlCf , U6Lm5UR6 09 USE wmF W wmz m M PNO IS E1WRE y PRO - lam emmm W � COMM. NO: 040503VB DATE: 20 SEPT. 2004 BY: EPH CH'KD: PD SHEET NO. A-24 L OF 27 m amwu � No li ��:a1 '1 0 A CEILING TILE SCHEDULE REFER TO SHEETS A-23 THROUGH A-27 FOR LOCATIONS A. TYPE -I Al2MST12ONG #1733, 24' X 48' X 5/8' FINE FISSURED, ANGLED TEGULL WITH 15/16' EXPOSED TEE GRID. COLOR - WHITE TILE AND GRID. B. TYPE - II ARMSTRONG U558, 24' X 24' X 7/8' CIRRUS OPEN GRID PLAN WITH SILHOUETTE 4/16' BOLT SLOT I/4° REVEAL GRID. COLOR - WHITE TILE AND GRID. C. TYPE - III AIZMST12ONG #607, 24" X 24" X 5/8' CERAMAGUA12D FINE FISSURED, NON -PERFORATED W/ 15/16' SQUARE LAY -IN GRID. COLOR - WHITE TILE AND GRID. LEGEND � RECESSED CAN Op (AT MOUNTING H)IALL MOUNTED LIGHT FIXTURE HEIGHTS SHOWN) (-FILING MOUNTED FIXTURE t PENDANT MOUNTED �PM uEILING FIXTURE RECESSED CAN EYEBALL C EXIT LIGHT Z 2X4 LAY -IN FLUORESCENT WITH ACRYLIC LENS 2X4 LAY -IN FLUORESCENT WITH PARABOLIC LENS 2X4 RECESSED INDIRECT FLUORESCENT INDIRECT WALL SCONCE �-- PENDANT MOUNTED FLUORESCENT LIGHT A/C REGISTER k'1TURN AIR REGISTER Qia E XHAUST FAN CEILING MOUNTED 2X4 FLUORESCENT WITH CM WRAP AROUND PRISMATIC LENS CEILING MOUNTED IX4 FLUORESCENT CM WITH PRISMATIC LENS DROPED DRYWALL HEIGHT AS SHOWN HEADER ON STL. STUDS Q TERM ECC -EXPOSED CEILING 5/8' DRYWALL CEILINGILING ON 20 GAUGE STEEL FRAME T,24' O.C. SUSPENDED LINEAR METAL CEILING IMPORTANT NOTE: "A" SERIES SHEETS INDICATE BUILDING SHELL INFORMATION. "SP" SERIES SHEETS INDICATE SPACE PLANNING, INTERIOR WINDOWS, EXTERIOR AND INTERIOR DOORS. "ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK E FINISHES. W EL w _Z W N k_- p u.j Q N � p N M N o ~Q� Zpl Za W p U O - Ca �OLo Q 4 � L, cn —� N 2 U CL Z 0 rm W _J a moz ix 0 Ln W m W cD > D- V / 1__IL D O U W Q T 0 1� O U— ILL ®0 > 04 OD Qz J O �[ m UQ� g UJ Z 8 WW U U or w _j>a JLL UO -�O� U)C0 E- U W 13 � a. O Li m a Y p w N m W Of w Z 0 o N H Ij d w 0 0 w F a m in N N v - 0 Z © SEPT. '04 THESE PW S AND THE INFCRMTION SHOWN HETEIN ME THE PRUPPIOI' OF Wm" 0."Rl.lS RNIOEf WHL1A16'I5, PA RIPO RFPROOIICnDNS, p61A.0A.LS OR Ug T®iOF W NTI"IE OR N FWO 6 DPREMY H61E0 "11lgUf WRRIEN Pm� COMM. N0: 040503VB DATE: 20 SEPT. 2004 BY: GVM / ,INR CH'KD: PD SHEET NO. A-25 OF 27 An CEILING TILE SCHEDULE REFER TO SHEETS A-23 THROUGH A-27 FOR LOCATIONS A. TYPE -I ARMST12ONG #1733, 24" X 48" X 5/8' FINE FISSURED, ANGLED TEGULA12 WITH 15/16" EXPOSED TEE GRID. COLOR - WHITE TILE AND GRID. B. TYPE - II ARMST12ONG #558, 24' X 24' X 7/8" CIRRUS OPEN GRID PLAN WITH SILHOUETTE 9/16" BOLT SLOT 1/4" REVEAL GRID. COLOR - WHITE TILE AND GRID. C. TYPE - III Al2MSTRONG #607, 24' X 24' X 5/8' CERAMAGUARD FINE FISSURED, NON -PERFORATED W/ 15/16" SOUARE LAY -IN GRID. COLOR - WHITE TILE AND GRID. r LEGEND RECESSED CAN O (AT MOUNTING WALL MOUNTED LIGHT FIXTURE HEIGHTS SHOWN) CEILING MOUNTED FIXTURE 4- PENDANT MOUNTED PM CEILING FIXTURE RECESSED CAN EYEBALL 0� EXIT LIGHT 2X4 LAY -IN FLUORESCENT WITH ACRYLIC LENS 2X4 LAY -IN FLUORESCENT WITH PARABOLIC LENS 2X4 RECESSED INDIRECT FLUORESCENT NDIREC E" WALL SCONCE PENDANT MOUNTED FLUORESCENT LIGHT A/C REGISTER RETURN AIR REGISTER aia EXHAUST FAN CEILING MOUNTED 2X4 FLUORESCENT WITH CM WRAP AROUND PRISMATIC LENS CEILING MOUNTED IX4 FLUORESCENT CM WITH PRISMATIC LENS D12OPED DRYWALL HEIGHT AS SHOWN HEADER ON STL. STUDS 0 TERMS ECC -EXPOSED CONC. CEILING r DRYWALL CEILING ON AUGE STEEL FRAME 4' O.C. SUSPENDED LINEAR METAL CEILING IMPORTANT NOTE: "A" SERIES SHEETS INDICATE BUILDING SHELL INFORMATION. "SP" SERIES SHEETS INDICATE SPACE PLANNING, INTERIOR WINDOWS, EXTERIOR AND INTERIOR DOORS. "ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK E FINISHES. w Y a o Z o w _ m w :D(o Q V) 0 0 N Q O m wMM m to N 100 c � z I Z W a O - Q, SON z J N � Z = awv U > m W mpz J a O= u� w w (D > D— J a w U uJ Q l� f Q J ®Z }= � 't Z Om QJ UQLL Q[m w28 WU Uooiw > n. J00 UW O U) NIL H U LLJ x D— O La i"e mrwt Irt ..N N HEREIN ME THE fV PRWFAH' N M � RWMIET NdW= PA MD REF9Dmxn0NS. � W IAS< MXV M W N W P.1Rf 6 DPRF.BT NO- IPBIF➢ waw MWRRN psumm. COMM. NO: 040503VB DATE: 20 SSF. 2004 BY: GVM CH'KD: PUD SHEET NO. A-26 OF 27 rlRl .J. 1I I oil oil oil i I■1111 Mi ■11 ■■ y �� III■'I■®■■■:i ■11:®■■■■� I I ME on I I ON mmis 0 A. ■ a■��■■■■i MEN Sim EVE ME No loom Is :MEN ■R�■■:�� �■ ■■ o 0 IN IN 00 MM is �® ■ � ■■ ° ■� 'e �■ -®�®■®� ■■ ■ ■■■� 1■ ��' ■11■. ° �� a ��1 ■: :�■■' is e: � :10���■� = ■■� a �■ MEMO NONE ONE ME ON I���I:"■■"■ICI INN .�_■' ■-, II■■■■®�II■I I■■low �sl.�l ■■■■■I I�'��■■■� ■ ■ ■■ 0 0- O , • • y �0•� o , o �:I • DRYWALLFA =*M a AVA -:01 W-1 PROJE STUCCO CONTROL JOINTS (CJ) CEILING TILE SCHIEDULE REFER TO SHEETS A-23 THROUGH A-27 FOR LOCATIONS A. TYPE -I ARMSTRONG #1733, 24' X 48" X 5/8' FINE FISSURED, ANGLED TEGULAR WITH 15/16' EXPOSED TEE GRID. COLOR - WHITE TILE AND GRID. B. TYPE - 11 ARMSTRONG #558, 24" X 24' X 7/8' CIRRUS OPEN GRID PLAN WITH SILHOUETTE 9/16" BOLT SLOT 114" REVEAL GRID. COLOR - WHITE TILE AND GRID. C. TYPE - III ARMST12ONG #607, 24' X 24' X 5/8" CERAMAGUARD FINE FISSURED, NON -PERFORATED W/ 15/16' SQUARE LAY -IN GRID. COLOR - WHITE TILE AND GRID. LEGEND RECESSED CAN Op (AT MOUNTING WALL MOUNTED LIGHT FIXTURE HEIGHTS SHOWN CEILING MOUNTED FIXTURE PENDANT MOUNTED PM CEILING FIXTURE RECESSED CAN EYEBALL (3c, EXIT LIGHT Z 2X4 LAY -IN FLUORESCENT WITH ACRYLIC LENS VVITL AY -IN FLUORESCENT V��xITH F'ARA7OLIC LENS :x4 REcEFLUO INDIRECT FLUORESCENT INDIRECT WALL SCONCE PENDANT MOUNTED FLUORESCENT LIGHT A/C REGISTER RETURN AIR REGISTER FAA EXHAUST FAN w CEILING MOUNTED 2X4 FLUORESCENT WITH CM WRAP AROUND PRISMATIC LENS CEILING MOUNTED IX4 FLUORESCENT CM WITH PRISMATIC LENS DROPPED DRYWALL HEIGHT AS SHOWN HEADER ON STL. STUDS I 1 Z� TERMS ECC - EXPOSED CONIC. CEILING 5/8' DRYWALL CEILING ON 20 GAUGE STEEL FRAME I T 24' O.C. SUSPENDED LINEAR METAL CEILING IMPORTANT NOTE: "A" SERIES SHEETS INDICATE BUILDING SHELL INFORMATION. "SP" SERIES SHEETS INDICATE SPACE PLANNING, INTERIOR WINDOWS, EXTERIOR AND INTERIOR DOORS. "ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK E FINISHES. w Y < Z D- W _ M W Q (D V) (n 0 Q 0 m N WMM M a m o I- d 1 Z W 0 U -0 O-rn d0W J N 2 U O_ Z m V >-- w woz J Q 0�o o LO w CD>a O uj I— o U- ®z ZW m p D > ® Q J IL !__IL W m W W Z 66w __j U IL fj > n. _J O � UO (jC40 F- 0 w o O D- inc InrVnMR11Un snunn ntnFJx ,we THE PD OP gtlEl BIR1i 1PlARI®MFO r,>R�EWMcfpBD6as qum PMIWE qYN5 Dar PF*- �PFRI69g1. COMM. NO: 040503VB DATE: 20 SEPT., 200 BY: EPH / M CH'K0: PD SHEET NO. -27 OF 27 MI 12 STUCCO MOULDINCr ' SEE NOTES 7 I/A-16 SIMILARSKY-B TO O; STUCCO TRIM, COURTRIB IE DINGESEEING SHEET FIXED ALUM. SHUTTERS - SEE DETAIL 9/A-16 A-21, B-I AND B-2 _-- -� - — — - ----- ------- ------- - --- SECOND LEVEL F.F. — — -- +34'-3' — / T.C. EXT. \ - - -- --- --------- - --- --- -- ------------------------------------------- P.T. 2X4'S 110l TRUSSES 7 T 2'-0" O.C. +14'-8' (EL. + 25.179 _ EL. TOP OF BM. OL EL. TOP OF BM. _ Y A.F.F. 0 w 5/8' TYPE "X" GYPSUM -- BOARD. PAINTED I DOUBLE U BLOCK W/ 1 tt7 IN EACH l . 14 to b. / LAB .: P.T. 2X4'S F----- --- ------------------- --------- -r -- ----------- -- -1 � GENERATOR/5737 - AT 16" O.C. 2 + 10'-6' STREET LEVEL F.F. - - L------- - ----------------------------------- \ h 4 -I0 d \ 8'-0' HIGH ALUM. SECURITY / FENCE ON TOP OF 12' WIDE CONCRETE WALL s,VVEST ELEVATION A-16 I SCALE, 1/8" - 1'-0' REVISES SHT. A-11 °I T. 23'-4" T•C• EXT I, b BI f b b I° I � 1 - V Roof F TP U E 3T I ° TOP BI 2 BI TOP I ,1° 'ln oc of I # 5V IN CONIC FILLED CELL PCL PCL al ° AT 4'-O" O.C. MAXIMUM - Ot6 5/6 STUCCO OVER C7 b b 8" CONIC. BLOCK I i b 4 I BI TOP L. I b. I PCL I I O DUR-O-WALL LADDER I. DOUBLE U BLOCK W/ 1 tt7 IN EACH - I BI TYPE HORIZONTAL TOP OF OPENING + 12'-0' A.F.F. REINFORCING AT EVERY I OTHER BLOCK COURSE I GENERATOR PCL PRECAST 8' X 8" CONC. LINTEL I TOP OF OPENING + 10'-O' A.F.F. ° ----- - -RAM I NG PLA dy SCALE, 1/8' - I'-C' 1 5" CONC. SLAB W/ 6X6 10/10 SPRING TYPE VIBRATION TRUSS CONNECTIONS: W.M. OVER 10 MIL. ISOLATORS a, SIMPSON META 16 TRUSS SEAT 1490 # UPLIFT STUCCO J-BEAD ISQUEEN OVER CLEAN COMPACTED TERMITE b, SIMPSON HETA 24 TRUSS SEAT 1890 # UPLIFT SEALANT (iTREATED FILL7 Li - i (p A.F.F. I #5'S CONTINUOUS a - � - - - - - - 3' DP. GRAVEL J - _ - - — _ - _ _ _ -LII III -III III III -III III III -III -III 111=vl 111 III-I=1 1-III-III=1 III I1=III-III II II=1 1-1-I tt5'S AT 12° O.C. EACH A 9'10• = I I—III-1-1-1-11—I= —11-1 -III — -III= I— I/2" EXPANSION JOINT / -1 I I-1 11-1 11-1 11=1 I IIII-LI -III i-111=1 1-1 i I-JT =III. l--111=11-I 11=11 r-4. AA �-SEE UNDATIONPLAN A r- i SECTION A S 12 —T -�—� O 5" THICK SLAB W/ i L_____to--____-- - 6X610/10 W.W.M. SCALE: 3/4" = I'-O" REF: FLOOR PLAN THIS SHT. G-I Pillim REVISES 8/A-17 A -----. - -------I O .. 6 1 IO I 1 � ,•Ir-O' � I 1 �..1 1 iD 7 5/8 i ° 19'-6' E:J.. I 17 5/8" 2'-6113/4, 4 i --- - 11" THICK C 3'-4' PAD W/ #F 12' O.C. EA WAY 23'-4' 35'-0' FOUNAT I N Pn L SCALE, I/8' - 1'-0" REVISES SHT. S-2 SEE FOUNDATION SCHEDULE SHT. S-2 OL EL. TOP OF SLAB + 10.5' ddl� IIIIII III�lI � ...rmm ----------------- 8'-O" ALUM. FENCE AND GATES WITH HEAVY DUTY HINGES AND HARDWARE, SET POSTS IN CONCRETE (SUBMIT SHOP DRAWINGS) OUTI--'I ELEVATION SCALE, I/& - 1'-0' REVISES SHT. A-10 ALUM. COWL BEYOND LP-SI3 VIA PHOTO 0 l I Al T/ -4 FOR fINUATION G SEE E-10 FOR --- CONTINUATION ER PLAN L �'TR I CAL PL SCALE, 1/8' - 1'-0' REVISES SHT. E-10 SCALE, 1/8' - 1'-0' REVISES SHT. E-4 (LIGHTING) rn Hill SPR. PUMP Il 014 FIRE RATED STOR. VAULT #1 0 PUMP 572 S.F. FINISH FLOOR 015 +10'-8• CK SDUMPSTTE5) GRAVEL ------------- — — -- ----- RETAINING WALL EXISTG TRANSF.AG-1 L __F.OTAIR 2 __________ _____� l / 5/8" Lo cm 1 #5 V. IN CONIC. FILLED CELL (TYPJ I 3'-O 3/4" 32Lp --- I I 8' H. FENCE _ -------------- --- --- v AND GATES (\I --- - — - — - — -- -- `�— 4'-O FL00Q IfLAN SC 1/8' - I'-0' REVISES SHT. A-1 NOTE a, 800 KV N NATURAL GAS POWERED GENERATOR b, INTERNALLY INSULATED, EXTERNAL WRAPPED 32 16'-O' W. X 12'-0' H. OVERHEAD COILING DISC SI ENCE12 SUSPENDED FROM CEILING WITH SERVICE DOOR, SEE SHEET SP-1 DOOR SCHEDULE ISOIATI N HANGERS, PROVIDE 12• MINIMUM CLEARANCE MOM CEILING. ® 6-8' WIDE X 6-8" H. 2 SECTIONS A112OLITE T608 OR EQUAL ALUMINUM LOUVER WITH POWDER COAT C. STA INLESS STEEL EXHAUST FINISH. PROVIDE INSECT SCREEN AND WIRE MESH. TH2U W LL, PROVIDE THRU WALL THIMBLE ISOLAT( R. COORDINATE SIZE OF OPENING 9'-4" WIDE X 9'-6" H. 3 SECTIONS AIROLITE T608 WITM M UFACTURER. TURN EXHAUST PIPE OR EQUAL ALUMINUM LOUVER WITH POWDER COAT r WITH RAIN CAP, FINISH. PROVIDE INSECT SCREEN AND WIRE MESH. W o Y a Ic Z w m Lu Q N O V)N Q Ill V) m FMd• m V) oo Z D Z a g porn W o d0N N U [L `� LdLd a Z = m .. U W D al J a MOO W co > a {- (D Q U W � 0 D I N a D Q Q J Q W N I- 1__IL 0 uj .T �- o LL o 0 � Wm Z Z Q" m OQ v Ug1L cy m W Z 8 IlltyC9 El a J ; Uu- gof 0 U)N® U W m O Or L_ a Y 0 m w O o in w rn y � x W a z D na I(Z5 0 MAI2 '05 THEsE PUNS MD THE INFORWTION $IQNN HEREIN ME T E PROPEAIr W EIIJRW WIFI®t5 � NWIR PA M) REPILagMI.tlN& OISnDSII M ME. TI®EOF • •nE a N PNn s s:wlassr PPA- HBREO WRIpU! WRIIIEN PEA059ppi. COMM. NO: 040503VB DATE: 08 MAR 05 BY: KPB CH'KD: .FB SHEET NO. G-1 OF 0NE FRI INTERIOR FINISHES w MAIL 001 r-exposed concrete SPRINKLER PUMP ROOM 014 rexposed concree GENERATOR 021 J8F E . ■.. .._ -------- _ — _ — - nsp� unnnnmm.uniumnnadm2 ��.���■ . � CLOSET r••:'�iiri'. h. =o:y Ilu.v���wd■= .. concrete �■ 1■�`ii�iL'■■�mmF I big 10 I mnm _ =I I� ■i1ir■ _. 11 sl■� 1..�■���■!s N_ _ ■■Ir■1111■■- s sI ■■ 1■�'/.ffiiiNiIS EQUIP. YA12D : ,I ■F=%�i■11■■■: Em (GRAVEL) s s 1 -AREA ■■■ ■■ Isla I��I�aial�a Li��ll�[l111 I Icon ■ ■I,i�G■ ■: ■KITCHEN crelen �� ■i■■■•�■■■lie: __�(�'31- --nr:TT7 EXIT / / Kj = ; / A r / r / PLANTER z: N cc, as L AND LOB dd: 009 rY�' ry-' dd. •' :. Via.-J.• : ; ` .' ' W OMEN 013 1 exposed concrete ° LEASE SPACE FOP 1242 SF exposed concrete EASE SPACE 023 1780 SF I NTT I OQ FINISHES- (STREET LEVEL) /'® SCALE 1/8" =1'-0" FLOOR AREA - 10,384 S.F. ENTRY ROTUNDA f m 9 I. CARPET a. CARPET - SHAW CONSTELLATION EW24 26410 CELESTIAL. b. CARPET BORDER - SHAW POWER OF ONE 50485 ROYAL 11, CERAMIC TILE (FLOORS) C. FIELD TILE - C12OSSVILLE CERAMICS 12 X 12 MOUNTAIN STONE SERIES AV31 CASCADE d. TILE BORDER / GRAPHIC TILE - CROSSVILLE CERAMICS 12 X 12 MOUNTAIN SERIES AV 32 SIERRA NEVADA e. ACCENT TILE - C12OSSVILLE CERAMICS 12 X 12 MOUNTAIN SERIES AV 36 BLUE RIDGE g. RESTROOM FLOOR TILE - AMERICAN OLEAN 12 X 12 PORCELAIN TILE LT03 - RUST GROUT COLOR - WALL TILE GROUT COLOR - LATICRETE 44 BRIGHT WHITE - FLOOR TILE GROUT COLOR - LATICRETE 61 PARCHMENT -- I III. CORNER GUARDS h. 90 DEGREE CORNER GUARDS - ACROVYN SSM - 10/20 - 920 ALMOND, 60' HIGH. j. 135 DEGREE CORNER GUARDS - AC20VYN SM - 20M - 920 ALMOND, 60' HIGH. IV. TRANSITION STRIPS k. CERAMIC TILE TO CARPET - MERCER 970 RECEIVING TRACK WITH MERCER 970 TOP — I VINYL TILE TO CARPET - J 1. RUBBER FLOORING / RUBBER TREADS - ENDURO FLOORING SQUARE PATTERN, COLOR TO BE Of MALIBU SAND V. PAVERS AVAILABLE THRUI PHONE 1 (800) 643-7463 7n. BORDER PAVER - TARMAC YBO12 CITY II 12X12 - COLOR RED I VER -TARMAC HALLANDALE -PARQUET PATTERN -COLOR PEACH V1. CEILING TILE /3\ (SEE SCHEDULE ON SHEETS A-23 THROUGH A-27) VII. VINYL TILE 1 FIELD TILE - TARKETT 12XI2, 1326 PARCHMENT/ MULTI S. GRAPHIC TILE VI - TARKETT 12XI2, 1359 ORANGE t. ACCENT TILE- TARKETT 12XI2, 1360 REAL BLUE VII1. CERAMIC TILE (WALLS) U. FIELD TILE - DAL -TILE 4X4 ALMOND K165 I V. GRAPHIC TILE a] - DAL -TILE 4X4 BIMINI BLUE 1223 W. GRAPHIC TILE =2 - DAL -TILE 4X4 MEXICAN SAND K174 II.) PROVIDE COVE TILE AT BASE I AND PROVIDE BULLNOSE TILE AT TOP OF WAINSCOT. 2.) GROUT COLOR TO BE WHITE. IX. PLASTIC LAMINATE COUNTERTOPS - FORMICA 7019-58 PORCELAIN GRAFIX CABINETS - FORMICA 913-58 INDIAN SMOKE X. VINYL BASE FLEXCO VCB 049 WINSOR -ROLLED STOCK. XI, PAINT COLORS 1•) WOOD DOORS- ALL SOLID CORE BIRCH VENEER DOORS TO BE - PAINTED BENJAMIN MOORE 1658 2.) STEEL DOORS / STEEL FRAMES - BENJAMIN MOORE 1658 Q3.) DRYWALL WALLS - BENJAMIN MOORE 953 OVER LEVEL 4 DRYWALL FINISH. PAINT FINISH SHALL BE 'EGGSHELL" XII. EPDXY TERRAZZO FLO02IN Y. FIELD - WHITE WITH LIGHT TAN POURED TERRAZZO (PROVIDE SAMPLES FOR COLOR APPROVAL BY ARCHITECT AND OWNER) Z. WAVY GRAPHIC - VARYING SHADES OF BLUE POURED TERRAZZO I (PROVIDE SAMPLES FOR COLOR APPROVAL BY ARCHITECT AND OWNER) NOTE, PROVIDE BRASS DIVIDER STRIPS BETWEEN COLORS TYPICAL XIII. HIGH PRESSURE LAMINATE a2• FIELD - FORMICA HIGH PRESSURE LAMINATE APPLIED BY TATE ACCESS FLOOR COLOR TO BE PORCELAIN GRAPHIX. XIV. WINDOW TREATMENTS bb. I" MINI ALUM. BLINDS W/ STEEL HEADRAIL I- X 1-1/2- X .024% .006 GAUGE SLAT, 22 MM TAPE SPACING. COLOR, OFF-WHITE OR BEIGE. AS MANUFACTURED BY HUNTER DOUGLAS, LEVELOR OR EQUAL. USE ONE PIECE ROLL -FORMED HEADRAIL AT ARCH -TOP WINDOWS. XV. MANUFACTURED STONE cc. 7 1/4' HIGH X 3/4' THICK DUPONT ZODIAQ QUARTZ. COLOR, BLACK WITH PROFILE PER DETAIL 5/0-9. MAX. LENGTHS OF 48". SUPPLIED AND INSTALLED BY AN AUTHORIZED DISTRIBUTOR. IXVI. TRAVERTINE MARBLE dd. 18" X 18" OVER 1/2' CEMENT BACKER BOARD OVER 3/4" METAL HAT CHANNELS AT 16" O.C. TO 8'-0' HIGH ON WALLS OF GRAND LOBBY SEE SECTION I/A-13. J XVII. BACKING FOR ODNERS ARTWORK ee" PROVIDE SIX (6) ROWS OF IX6 P.T. VERTICAL FURRING BEHIND DRYWALL FOR OWNER SUPPLIED ARTWORK. TYPICAL AT ALL 5 FLOORS. WALL LEGEND FULL HEIGHT MASONRY BLOCK WALL SOLID MASONRY REINFORCED SHEAR WALL 2" WIDE FULL HEIGHT RELOCATABLE PARTITION 2" WIDE FULL HEIGHT 12ELOCATABLE PARTITION WITH 30"W. X 48"H. GLASS PANEL INSULATED STEEL FRAME WALL (FIXED) POURED STRUCTURAL COLUMN IMPORTANT NOTE: "A" SERIES SHEETS INDICATE BUILDING SHELL INFORMATION, "SP" SERIES SHEETS INDICATE SPACE PLANNING, INTERIOR WINDOWS, EXTERIOR AND INTERIOR DOORS. "ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK i FINISHES, Z 0- W m N ~ tW— O c0 Q O N WMM N Q .0 m o d' Z� I Z W o cD Q O) d0to LO Q J in N Z = Qwv U }'mVj MOZ J Q w O 0 W m>a J Q w V) 1^, 1__IL 0 U Q TlU T LL IL � 00 N (10 ~ 'I v_j z �cr) 0a_j OL m W (9 WU �LL >a J°6 UILLo °° H U 41 X EL O L� © SEPT. '04 THESE PLANS AND THE INPONMMN SHOWN HEREIN ME THE PROMEW W FORES q MNS SRDEY MCND:R PA AND PEPROXC1I0N3, DOMI NNES N USE 1HFA®F N NINE M N PND IS E7@NSSS PN- H9R0 WDNOUf WRDIDi PER®ON COMM. NO: 040503VB DATE: 20 SEFT., 200 BY: Gm CH'KD: PD SHEET NO. 1D_ I OF TEN ®) a Ild II 11 III_ I. OP bb. s MAIL 0 � 102 P SHELVES (N.I.C.)------- s BREAK bb' JAN. aJ 105 s pre r.r 104 h t high WORK -COPY DAT/ density files 106 Ljp17 h. y, INSTALL I/2' '>A ------ PLYWOOD R UNDERLAYMENT. CC -I O /-o j ID 6 ELEC. bb. /-a� ROOM SHELVES (N.I.C.) 109 • SECURE FILES STOR! 108 C� /ram SHELVES (N.LC.) NISE, ---- — ---- 110 fax machines S OPEN OFFICE bb. F 114 0 /—CON i1b. LOWER ACCESS FLOOR 1/2' FOR —unnnb. PLYWOOD D I r \�,���Hn mnnnNn=—innnxIII ilia oil nnnnnnnnn _ �T7IN►y■!Glii■■ I 1 - .. - �C!1H�■■■■�■■ ._� � /♦�� lit♦ ,� MEMO M ■i ■i�■iiiINIMME ■iiii `' °11 ■■■■■■■■s■■�■■■■■■IIhl��G� U bb. bb. bb. ELEV. LOBBY 118 FILES 116 /-a J �- --- --- S. Y r TS-1 open 14 OI 126 126 ------------ 0 7• H2' OPEN OFFICE 125 s. ID 6 z copy machine cabinet courtesy mail boxes .T T UNISEX �. �> 119 h• o h. UNISEX - 120 bb. INSTALL 1/2" CEMENT BOARD UNDERLAYMENT. high density files 0 .: bb. OFFI E 124 bb. CLOS. /-a 121 WORK 122 X h. bb. bb. BREAK 123 I NTT I Off FINISHES (FoQST FLOOD) SCALE, 1/8" -1'-0' FLOOR AREA - 10,616 S.E. N T5 QREFER TO AF SHEETS FOR 2 LOCATIONS OF N PLYWOOD AND V CEMENT BOARD\ON TATE FLOOR! SYSTEM. bb. INSTALL 1/2' PLYWOOD UNDERLAYN /conc.) 1I INTERIOR FINISHES 1. AC RPET a. CARPET - SHAW CONSTELLATION EW24 26410 CELESTIAL - PROVIDE 24" X 24" CARPET SQUARES FOR TATE ACCESS FLOOR SYSTEM. b. CARPET BORDER - SHAW POWER OF ONE 50485 ROYAL I.) INSTALL I/2° CEMENT BACKER BOARD UNDERLAYMENT WNERE CERAMIC TILE FLOORS ARE PROPOSED OVER TATE ACCESS FLOOR. MUD SET FOR SLOPE TO FLOOR DRAINS IN RESTROOMS. 2.> TATE FLOOR TO BE LOWERED IN RESTROOMS TO ALLOW FOR SLOPE TO DRAIN AND 1/2" CEMENT BOARD UNDERLAYMENT, COORDINATE WITH TATE. 2 11. E MIC TILE C. FIELD TILE - CROSSVILLE CERAMICS 12 X 12 MOUNTAIN STONE SERIES AV31 CASCADE d. TILE BORDER / GRAPHIC TILE - CROSSVILLE CERAMICS 12 X 12 MOUNTAIN SERIES AV 32 SIERRA NEVADA e. ACCENT TILE - CROSSVILLE CERAMICS 12 X 12 MOUNTAIN SERIES AV 36 BLUE RIDGE g. RESTROOM FLOOR TILE - AMERICAN OLEAN 12 X 12 PORCELAIN TILE LT03 -RUST GROUT COLOR - WALL TILE GROUT COLOR - LATICRETE 44 BRIGHT WHITE - FLOOR TILE GROUT COLOR - LATICRETE 61 PARCHMENT 111. CORNER GUARDS h. 90 DEGREE CORNER GUARDS - AC12OVYN SSM - 10/20 - 920 ALMOND, 60" HIGH j. 135 DEGREE CORNER GUARDS - AC12OVYN SM - 20M - 920 ALMOND, 60" HIGH IV. TRANSITION STRIPS k. CERAMIC TILE TO CARPET - MERCER 970 RECEIVING TRACK WITH MERCER 970 TOP VINYL TILE TO CARPET - t. RUBBER FLOORING / RUBBER TREADS - ENDURO FLOORING SQUARE PATTERN, COLOR TO BE 01 MALIBU SAND AVAILABLE THRU, PHONE 1 (800) 643-7463 V. PAVERS 7)T.. BORDER PAVER - TARMAC YBO12 CITY II 12XI2 - COLOR RED 7L. FIELD PAVER - TARMAC HALLANDALE - PARQUET PATTERN - COLOR PEACH VI. CEILING TILE (SEE SCHEDULE ON SHEETS A-23 THROUGH A-27) VII. VINYL TILE r. FIELD TILE - TA12KETT 12XI2, 1326 PARCHMENT/ MULTI broom finish) S. GRAPHIC TILE **I - TA12KETT 12XIZ 1359 ORANGE t. ACCENT TILE - TARKETT 12X12, 1360 REAL BLUE NOTES, D PROVIDE 1/2' PLYWOOD UNDERLAYMENT UNDER ALL VINYL TILE. 2.) ATE FLOOR WILL BE LOWERED 1/2" FOR PLYWOOD IN VINYL TILE AREAS. VIII. CERAMIC TILE (WALLS) U. FIELD TILE - DAL -TILE 4X4 ALMOND KI65 (SEE NOTE BELOW) V. GRAPHIC TILE =I - DAL -TILE 4X4 BIMINI BLUE 1223 W. GRAPHIC TILE tt2 - DAL -TILE 4X4 MEXICAN SAND K174 NOTE: L) PROVIDE COVE TILE AT BASE AND PROVIDE BULLNOSE TILE AT TOP OF WAINSCOT. 2.) GROUT COLOR TO BE WHITE. IX. PLASTIC L N COUNTERTOPS - FORMICA 7019-58 PORCELAIN GRAFIX CABINETS - FORMICA 913-58 INDIAN SMOKE X. VINYL BASE FLEXCO VCB 049 WINSOR - ROLLED STOCK. XI. PAINT COLORS 1.) WOOD DOORS- ALL SOLID CORE BIRCH VENEER DOORS TO BE - PAINTED BENJAMIN MOORE 1658 2.) STEEL DOORS / STEEL FRAMES - BENJAMIN MOORE 1658 .) DRYWALL WALLS - BENJAMIN MOORE 953 OVER LEVEL 4 DRYWALL FINISH. PAINT FINISH SHALL BE 'EGGSHELL". XII, EPDXY TERRAZO FL ORIN Y. FIELD - WHITE WITH LIGHT TAN POURED TERRAZO (PROVIDE SAMPLES FOR.COLO12 APPROVAL BY ARCHITECT AND OWNER) Z- WAVY GRAPHIC - VARYING SHADES OF BLUE POURED TE12RAZO broom finish) (PROVIDE SAMPLES FOR COLOR APPROVAL BY ARCHITECT AND OWNER) NOTE, PROVIDE BRASS DIVIDER STRIPS BETWEEN COLORS TYPICAL XIII. HIGH PRESSURE LAMINATE aa. FIELD - FORMICA HIGH PRESSURE LAMINATE APPLIED BY TATE ACCESS FLOOR COLOR TO BE PORCELAIN GRAPHIIX. XIV. WINDOW TREATMENTS bb. I" MINI ALUM. BLINDS W/ STEEL HEADRAIL I' X 1-1/2' X .024", .006 GAUGE SLAT, 22 MM TAPE SPACING. COLOR, OFF-WHITE OR BEIGE. AS MANUFACTURED BY HUNTER DOUGLAS, LEVELOR OR EQUAL. USE ONE PIECE ROLL -FORMED HEADRAIL AT ARCH -TOP WINDOWS. WALL LEGEND FULL HEIGHT MASONRY BLOCK WALL SOLID MASONRY REINFORCED SHEAR WALL 2" WIDE FULL HEIGHT 12ELOCATABLE PARTITION _ 2" WIDE FULL HEIGHT RELOCATABLE PARTITION WITH 30"W. X 48"H. GLASS PANEL INSULATED STEEL FRAME WALL (FIXED) Ej POURED STRUCTURAL COLUMN IMPORTANT NOTE: "A" SERIES SHEETS INDICATE BUILDING SHELL INFORMATION. "SP" SERIES SHEETS INDICATE SPACE PLANNING, INTERIOR WINDOWS, EXTERIOR AND INTERIOR DOORS. "117 SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK E FINISHES. Lj J a o Z_ w m N F_- O Lj Q 5 (O (N C) O V) Q N04 M y a m IW— 01 Z W p U — 0-CD �010 fY Q a E ^ U tV = a_uj QWv Z = Moz J a to W = w (O > o. �Ip...N�lll III"...N�NI 4110III1,�eIIIlAl111, 'A110 N1N��Ih�ullh" Q La 0 0 U uj Q T I-- O LL J N Oz z� 0 m 0a je �[ 0° ul 28 WL yam JL Uo >a —'O� U)°u- U W M O a � m 6m. Y Y yy a z 0 0 0 z_ o � � m w w Iv a_ z cul Ld o E w Of w X w n z v 0 Lj Ld a m o Z © SEPT. '04 THESE PLWS AND THE INFORMATION SNONN HERON ARE THE P 6 E DI MeW MW AMAAWM PA AND ROMM01101A D6aDAINES OR USE TNa®F N I E DN N PAW 6 E:PFNM.Y No- HM WHOW NNfial PFA®DFl COMM. NO: 040503V8 DATE: 20 SEPT., 200 BY: GVM CH'KD: RD SHEET NO. ID-2 OF TEN FRI BALCONY (light broom finish) 2 INERGEN BOTTLES b• FOR FIRE SUPPRESSION SEE SHEET FS-2 4 h (light broom finish) conc.J 1� Z 0 J In C STAIR v ELEV. LOBBY I / I =;J 1 I I c! —; %b bb. j 1 I ! r I bb. bb. cr i ! bb. ? bb. I I ! - J� cr I bb. ! j bb. II URT� SKi`BIZOGE PLAN SCALE: 1/8" = 1'-0" FILES 204 17030 Full height chain link walb° bb. w/ lockable S-6" W. x 7'-0"H gate. 2 CONTRACTOR TO' PROVIDE MORTAR TOPPING ON SLAB TO SLOPE FLOOR TO F.D. IN MECH, CLOSET. (TYPICAL FIRST TH12U FOURTH FLOORS) A 29 lo-7 I I I r° PH: DATA 205 G� w ROOM h '®- _ UNISEX 4 0 rCONC J bb. e bb. bb. bb. bri bb, LOWER ACCESS FLOOR 1/2' FOP! PLYWOOD o0 "• ' 66 UNDERLAYMENT. — AUDI O 202 -----, ELEVATOR LOBBY --- l -- r• + l � r.� ra� a TAIRPI 'VIEWING.' e� r. 203 a S. DN n OPEN OFFICE 221 UNISEX 230 5-1 \v INSTALL CEMENT BOARD bb. UNDERLAYMENT. (see p(a at Is ELEV. LOBBY ft).., i,U 229 X2H Q ID-� 2J.no OPEN OFFICE 210 2E0ID-7 ra h,. h. h. r.O � OPEN OFFICE /' high density files 216 / AUDIO 207 /,. n.i.c. bb. ra o ID-7 vvvlal�i yr 2M 2 2 2N-- -- o -- h. h. OPEN OFFICE ' 224 OPEN OFFICE 227 2P 0ra: % R mmul =_-111M RECESS TATE FLOOR 1/2' FOR 1/2" CEMENT BOARD UNDERLAYMENT, A JAN. conc.) (light broom finish) Z 0 J M •' ®^WsM bb. bb, RECESS TATE FLOORI%2" FOR 1/2' PLYWOOD UNDERLAYMENT. NOTE, Y�- bb. REFER TO AF SHEETS FOR ' � LOCATIONS OF V PLYWOOD AND)V CEMENT BOARD\ON TATE FLOOR SYSTEM, I NTEP� 1 OIL FINISHES (SECOND FLOOQ) SCALE I/8" = I'-O" FLOOR AREA - 12,032 S.F. 1. ,conc. 2 U J m� t broom finish) INTERIOR FINISHES w 1. CA J Y "I p - CARPET - SHAW CONSTELLATION EW24 26410 CELESTIAL /2 a PROVIDE 24' X 24' CARPET SQUARES FOR TATE ACCESS FLOOR SYSTEM. m w a N co O b. RPET BORDER - HAW POWER OF NE 50485 ROYAL 20 N La 10 NOTES, I.) INSTALL 1/2" CEMENT BACKER BOARD UNDERLAYMENT WHERE CERAMIC TILE FLOORS ARE PROPOSED m Z 0 a o o — O L OVER TATE ACCESS FLOOR. MUD SET FOR SLOPE TO FLOOR DRAINS IN RESTROOMS. W " O — Cn 2.) TATE FLOOR TO BE LOWERED IN RESTROOMS TO ALLOW FOR SLOPE TO DRAIN ACD ND n O LO I/2' CEMENT BOARD UNDERLAYMENT, COORDINATE WITH TATE. q ` �^ 11. CERAMIC TILE (FL R 0 V) -j N C. FIELD TILE - CROSSVILLE CERAMICS 12 X 12 MOUNTAIN STONE SERIES AV31 CASCADE Lj _ J Qv d. TILE BORDER / GRAPHIC TILE - C12OSSVILLE CERAMICS 12 X 12 MOUNTAIN SERIES AV 32 SIERRA NEVADA Z V m •• 2. ACCENT TILE - C12OSSVILLE CERAMICS 12 X 12 MOUNTAIN SERIES AV 36 BLUE RIDGE J Ix Q 0 W MOZ 9. RESTROOM FLOOR TILE - AMERICAN OLEAN 12 X 12 PORCELAIN TILE LT03 -RUST W O O (0 > n_ GROUT COLOR - WALL TILE GROUT COLOR - LATICRETE 44 BRIGHT WHITE - FLOOR TILE GROUT COLOR - LATICRETE 61 PARCHMENT III. CORNER GUARDS h. 90 DEGREE CORNER GUARDS - ACROVYN SSM - 10/20 - 920 ALMOND j. 135 DEGREE CORNER GUARDS - AC12OVYN SM - 20M - 920 ALMOND IV. TRANSITION STRIPS k CERAMIC TILE TO CARPET ME C 9 nn IIIININIIRIIIIii�. K � '��I�h�11��IIIIIIj' • - R ER 70 RECEIVING TRACK WITH MERCER 970 TOP VINYL TILE TO CARPET - l. RUBBER FLOORING / RUBBER TREADS - ENDURO FLOORING SQUARE PATTERN, COLOR TO BE 01 MALIBU SAND AVAILABLE THRU, PHONE 1 (800) 643-7463 V. PAVERS 7n. BORDER PAVER - TARMAC YBOR CITY II I2XI2 - COLOR RED _i a n. FIELD PAVER - TARMAC HALLANDALE - PARQUET PATTERN - COLOR PEACH N VI. 2 CEILING TILE (SEE SCHEDULE ON SHEETS A-23 THROUGH A-27) VII. VINYL TILE r. FIELD TILE - TARKETT 12X12, 1326 PARCHMENT/ MULTI S. GRAPHIC TILE #1 - TARKETT 12XI2, 1359 ORANGE t. ACCENT TILE - TARKETT 12XI2, 1360 REAL BLUE NOTES, I.) PROVIDE I/2" PLYWOOD UNDERLAYMENT UNDER ALL VINYL TILE. 2.) TATE FLOOR WILL BE LOWERED 1/2' FOR PLYWOOD IN VINYL TILE AREAS. VIII. CERAMIC TILE (WALLS) U U. FIELD TILE - DAL-TILg ND K165 (SEE NOTE BELOW) V. GRAPHIC TILE Ul - DBIMINI BLUE 1223 U j Q W. GRAPHIC TILE 42 - D4 MEXICAN SAND K174 T NOTE, � O 1.) PROVIDE COVE TIL AND PROVIDE BUL AT TOP OF WAINS LL w 2.) GROUT COLOR TO O v IX. PLASTIC LAMINATE Z_ 0 Z � � m COUNTERTOPS - FORMICA 7019-58 PORCELAIN GRAFIX � 5 Q CABINETS - FORMICA 913-58 INDIAN SMOKE OL M ILL W 2- Uj X. VINYL BASE U J _j > EL FLEXCO VCB 049 WINSOR LL UO H O of U)N° A. PAINT COLORS 1.) WOOD DOORS- ALL SOLID CORE BIRCH VENEER DOORS TO BE - PAINTED BENJAMIN MOORE 1658 TZ)OORS / STEEL FRAMES - BENJAMIN MO RE 65 L WALLBE JA N M ORE 95 OVER LEVEL 4 DRYWALL FINISH. AINT FINISH SHALL BE °EGGSHELL". XIFLOORING Y. FIELD - WHITE WITH LIGHT TAN POURED TERRAZO (PROVIDE SAMPLES FOR COLOR APPROVAL BY ARCHITECT AND OWNER) z• WAVY GRAPHIC - VARYING SHADES OF BLUE POURED TERRAZO (PROVIDE SAMPLES FOR COLOR APPROVAL BY ARCHITECT AND OWNER) NOTE, PROVIDE BRASS DIVIDER STRIPS BETWEEN COLORS TYPICAL XIII. HIGH PRESSURE LAMINATE aa. FIELD - FORMICA HIGH PRESSURE LAMINATE APPLIED BY TATE ACCESS FLOOR COLOR TO BE PORCELEAN GRAPHIX. XIV. WINDOW TREATMENT bb. 1° MINI ALUM. BLINDS W/ STEEL HEADRAIL I' X 1-1/2" X .024', .006 GAUGE SLAT, 22 MM TAPE SPACING. COLOR, OFF-WHITE OR BEIGE. AS MANUFACTURED BY HUNTER DOUGLAS, LEVELOR OR EQUAL, USE ONE PIECE ROLL -FORMED HEADRAIL AT ARCH -TOP WINDOWS. WALL LEGEND FULL HEIGHT MASONRY BLOCK WALL y .. RT, SOLID MASONRY REINFORCED SHEAR WALL 2" WIDE FULL HEIGHT RELOCATABLE PARTITION 2" WIDE FULL HEIGHT RELOCATABLE PARTITION WITH 30"W. X 48"H. GLASS PANEL INSULATED STEEL FRAME WALL (FIXED) POURED STRUCTURAL COLUMN IMPORTANT NOTE: "A" SERIES SHEETS INDICATE BUILDING SHELL INFORMATION, "SP" SERIES SHEETS INDICATE SPACE PLANNING, INTERIOR WINDOWS, EXTERIOR AND INTERIOR DOORS. "ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK E FINISHES. O 0: M O (L L� m M `r Y z 0 0 U z 0 0 On I w I o d z (1LU /3) O N M > LJ I 4 4�2 jZ0 © SEPT. '04 THEM w.wS AND THE WN IAAMON SHOWN HEREIN ARE THE PROPPRIT R MM ORRTBAR MW /1 NUTS. PA ANO RimmmICH0NS. ONCIOSIAES ON USE MXF I N MINE OR N PNO 6 FAY No- MHHNR WAIOFN PElMM COMM. NO: 040503VB DATE: 23 SEPT. 2004 BY: GVM CH'KD: PUD SHEET NO. ID-3 OF TEN BALCONY (light broom finish) BREAK 302 - bb. INSTALL 1/2" PLYWOOD UNDERLAYMENT. bb. (light broom finish) ��I��1■ logo uun imm�mommml=—.nnnunanm monoONE ■��I■■■IN an s rr so low -CAMERA t . a I �� as I 310 . high density storage WNISE; h � 315 OPEN OFFICE 317 W n h. h, high density - tape storage h �a 0 LOWER ACCESS FLOOR 1/2" FOR PLYWOOD UNDERLAYMENT. M r • 3T h" I I L o-j3U h.--------- SUPERVISOR lo-a bb. 319 h 3S OFFICE h •� °----___- SIPERVISOL U U z 324 Z r'O� bb. bb. J n OS. w m 2 CONTRACTOR TO PROVIDE MORTAR F. r 326 TOPPING ON SLAB TO SLOPE FLOOR _ 2 TO F.D.. (TYPICAL 1`2RGEN BOTTLES FOR CLOSET. (TYPICAL - HALL FIRE SUPPRESSION SEE FIRST THRU °°• J/ 81 EET FS-3 FOURTH FLOORS) UNISEX 327 `°' SUPPORT329 SYSTEMS 0 0 328 CONC.-J h STAFF I - t ► -ref. ELEV. i,3 d e - r°� a C P r R } h g I 2 WORK e. e STATIONS 334 TAIR 2 °' t. } h, `-CONC e. bb. bb. bb. UNISEX BREAK 3V bb. a bb. bb. 330 332 INSTALL 1/2" RECESS TATE FLOOR TRAINING 31.V CEMENT BOARD FOR 1/2' PLYWOOD ro� 335 UNDERLAYMENT. UNDERLAYMENT, a9 ELEV. LOBBY 3k 331 bb• bb. bb. I NTEQ 10P FINISHES (THRD FLOOR) SCALE, 1/8" =1'-0" — OOP AREA - 12,032 S.F. NI , REFER TO AF SHEETS FOR LOCATIONS 01 PLYWOOD AND N CEMENT BOARD\ON TATE FLOOR SYSTEM. 0 M. M. IN /conc.) (light broom finish) T71 M )�I/ (light broom finish) INTERIOR FINISHES I. a. CARPET - SHAW CONSTELLATION EW24 26410 CELESTIAL. PROVIDE 4' X 24" CAR ET QUAKE OR TA ACCESS FLOOR SYSTEM. b. CARPET BORDER -IS 1 11, 111 O 5I k!5'' Y NOTES, I.> INSTALL I/2" CEMENT BACKER BOARD UNDERLAYMENT WHERE CERAMIC TILE FLOORS ARE PROPOSED OVER TATE ACCESS FLOOR. MUD SET FOR SLOPE TO FLOOR DRAINS IN RESTROOMS. 2.) TATE FLOOR TO BE LOWERED IN RESTROOMS TO ALLOW FOR SLOPE TO DRAIN AND Q 1/ ' C ENT BOARD UNDERLAYMENT, COORDINATE WITH TATE. 2 II. CERAMIC TILE (FL C. FIELD TILE - CROSSVILLE CERAMICS 12 X 12 MOUNTAIN STONE SERIES AV31 CASCADE d. TILE BORDER / GRAPHIC TILE - CROSSVILLE CERAMICS 12 X 12 MOUNTAIN SERIES AV 32 SIERRA NEVADA e. ACCENT TILE - C12OSSVILLE CERAMICS 12 X 12 MOUNTAIN SERIES AV 36 BLUE RIDGE g. RESTROOM FLOOR TILE - AMERICAN OLEAN 12 X 12 PORCELAIN TILE LT03 - RUST GROUT COLOR - WALL TILE GROUT COLOR - LATICRETE 44 BRIGHT WHITE - FLOOR TILE GROUT COLOR - LATICRETE 61 PARCHMENT Ill. CORNER GUARDS h. 90 DEGREE CORNER GUARDS - ACROVYN SSM - 10/20 - 920 ALMOND, 60' HIGH j. 135 DEGREE CORNER GUARDS - AC12OVYN SM - 20M - 920 ALMOND, 60' HIGH IV. TRANSITION STRIPS k. CERAMIC TILE TO CARPET - MERCER 970 RECEIVING TRACK WITH MERCER 970 TOP VINYL TILE TO CARPET - l. RUBBER FLOORING / RUBBER TREADS - ENDURO FLOORING SQUARE PATTERN. COLOR TO BE 01 MALIBU SAND AVAILABLE THRU, PHONE 1 (800) 643-7463 V. PAVERS m. BORDER PAVER - TARMAC YBOR CITY 11 12XI2 - COLOR RED F D PAVER - TARMAC HALLANDALE - PARQUET PATTERN - COLOR PEACH VI. CEILING TILE (SEE SCHEDULE ON SHEETS A-23 THROUGH A-27) 2 VII. VINYL TILE T. FIELD TILE - TARKETT 12X12, 1326 PARCHMENT/ MULTI S. GRAPHIC TILE #1 - TARKETT 12XI2, 1359 ORANGE t. ACCENT TILE - TARKETT 12XI2, 1360 REAL BLUE NOTES, I.) PROVIDE 1/2" PLYWOOD UNDERLAYMENT UNDER ALL VINYL TILE. 2.) TATE FLOOR WILL BE LOWERED 1/2' FOR PLYWOOD IN VINYL TILE AREAS. Vill. CERAMIC TILE (WALLS) u. FIELD TILE - DAL -TILE 4X4 ALMOND K165 (SEE NOTE BELOW) V. GRAPHIC TILE #I - DAL -TILE 4X4 BIMINI BLUE 1223 W. GRAPHIC TILE #2 - DAL -TILE 4X4 MEXICAN SAND KI74 2 NOTES, I.) PROVIDE COVE TILE AT BASE AND PROVIDE BULLNOSE TILE AT TOP OF WAINSCOT. 2.) GROUT COLOR TO BE WHITE. IX. PLA I E COUNTERTOPS - FORMICA 7019-58 PORCELAIN G12AFIX CABINETS - FORMICA 913-58 INDIAN SMOKE X. VINYL BASE FLEXCO VCB 049 WINSOR X1. PAINT COLORS 1.) WOOD DOORS- ALL SOLID CORE BIRCH VENEER DOORS TO BE - PAINTED BENJAMIN MOORE 1658 2.) STEEL DOORS / STEEL FRAMES - BENJAMIN MOORE 1658 A3.) DRYWALL WA LS - BENJAM N M ORE 953 OVER LEVEL 4 DRYWALL FINISH, P INT FINI H SHALL BE 'EGGSHELL". XI I. TERRAZO FLOORING Y. FIELD - WHITE WITH LIGHT TAN POURED TE12RAZO (PROVIDE SAMPLES FOR COLOR APPROVAL BY ARCHITECT AND OWNER) Z• WAVY GRAPHIC - VARYING SHADES OF BLUE POURED TER12AZO (PROVIDE SAMPLES FOR COLOR APPROVAL BY ARCHITECT AND OWNER) NOTE: PROVIDE BRASS DIVIDER STRIPS BETWEEN COLORS TYPICAL XIII. HIGH PRESSURE LAMINATE aa. FIELD - FORMICA HIGH PRESSURE LAMINATE APPLIED BY TATE ACCESS FLOOR COLOR TO BE PORCELEAN GRAPHIX. XIV. WINDOW TREATMENTS bb. I" MINI ALUM. BLINDS W/ STEEL HEADRAIL I" X 1-1/2' X .024", .006 GAUGE SLAT, 22 MM TAPE SPACING. COLOR, OFF-WHITE OR BEIGE, AS MANUFACTURED BY HUNTER DOUGLAS, LEVELOR OR EQUAL. USE ONE PIECE ROLL -FORMED HEADRAIL AT ARCH -TOP WINDOWS. WALL LEGEND IIIIIIIIIIIIIIIIIIIIIIIIi FULL HEIGHT MASONRY BLOCK WALL .s 7 -T s' SOLID MASONRY REINFORCED SHEAR WALL 2" WIDE FULL HEIGHT RELOCATABLE PARTITION 2" WIDE FULL HEIGHT RELOCATABLE PARTITION WITH 30"W. X 48"H. GLASS PANEL INSULATED STEEL FRAME WALL (FIXED) POURED STRUCTURAL COLUMN IMPORTANT NOTE! "A" SERIES SHEETS INDICATE BUILDING SHELL INFORMATION. "SP" SERIES SHEETS INDICATE SPACE PLANNING, INTERIOR WINDOWS, EXTERIOR AND INTERIOR DOORS. ''ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK E FINISHES. w J Y a p - a w _Z m W a �to Nrno N MdM' m M ch V) m o I Z� I Z w a o O-rn aOto N in v a=11", La Z 0 r m LaJ -j Q two 0 Lo Uj = W (o>a Il1InW41''IIII"Nq$ll ,IIIIIillh-,alllllllll, IIlll�p.....nWp11'IIII ,,dn�l�lllllllum�,. � II�I�I';�I�IIIII�I jj V^^l,, l� O U uj Q LL IL OZ v^'� 0au !__IL M W L1J � > _jIL > a -� O Uo o0 W 0 IX [C CL O LL m x a Y �d z 0 U z z o c Do w o: EL ir o i yN > C of a Lo cq ra z © SEPT, '04 THEE Pi.ms ANo THE INFOflNATION 5110 HEREIN ME THE MINTY OF EOIINO DIVISIONS f1i0kY ,1RGP= PA AND RURDDIJ 3, 05 2R RES OR I!g TN]EOF N WHINE OR N PRRr IS EItPN y PIU- HOW WMW WRITER PFAIf390N. COMM. NO: 040503VB DATE: 20 SEPT. 2004 BY: GVM CH'KD: PLA SHEET NO. ID-4 OF TEN 1 LOUNGE 403 . RECESS TATE FLOOR I FOR 1/2' PLYWOOD UNDERLAYMENT. b A INERGEN BOTTLE FOR FIRE SUPPRESSION (light broom finish) BALCONY zATED STOP. ,conc.) IL M OPEN OFFICE - OFFICE bb. 409 ELECh oo. IO 5 413 n 4K '� 410 — �°. - 4_1 tea: bb. l high density V files Y HUMAN 9• RESOURCES RISE 414 ala OFTEN OFFICE h' all OFFICE 418 ID-8 4 r° ® o� ,conc.) D-8 /4G S� IL h. 4E r—___--_—_—� ,Si AUDITS ra, r �a 1 F4210E 419 OFFICE r°1 420 h OFFICE rc lo-8 4H all h. 422 CONF. tt2 424 h. MENTAL M RIAGE R `c 423 HEALTH 429 - bb. bb. ADVOCA FILE ra STOP, CONTRACTOR TO 1 a27 4 8 2 PROVIDE MORTAR h• - TOPPING ON SLAB 2 JAR. TO SLOPE FLOOR � TO F.D. IN MECH. 426 2 CLOSET. (TYPICAL h. h(bb. FIRST THRU °°• h r. rc J FOURTH FLOORS) �_•�� o TAIR 2 uMSE)( OFFICE STAFF I 431 432 .. bb. ELEV. h. h. L�vlso( OFFICE WORK AREA ,conc.) Q� e. e. D 434 435 , 436 U DN C. rc h. h ' • ' r CONIC h. _ bb. e. bb. bb. BREAK ROOM r•�`� �, ELEV. LOBBY [ �` S t r s INSTALL 1/2' 437 %�� t 433 CEMENT BOARD VJ UNDERLAYMENT. O F bb. bb. t: n. RECESS TATE FLOOR1/2" FOR 1/2" PLYWOOD I NTEP I OQ FINISHES (FOUPTH FLOOQ) UNDERLAYMENT. SCALE, lib" - 1'-0" FLOOR AREA - 12 032 S.F. TES REFER TO AF SHEETS FOR 2 LOCATIONS O SH PLYWOOD AND' CEMENT BOARD\ON TATE R-OCR SYSTEM. INTERIOR FINISHES I. CARPET Q a. CARPET -SHAW CONSTELLATION EW24 26410 CELESTIAL. 2 PROVIDE 24' X 24' CARPET SQUARES FOR TATE ACCESS FLOOR SYSTEM. b. CARPET BORDER - SHAW POWER OF ONE 50485 ROYAL (1.)INSTALL�112' CEMENT BACKER BOARD UNDERLAYMENT WHERE CERAMICTILEFLOOROVERTATE ACCSSLOOR.MUDSETFORSLOPETOFLOORDRAINS IN RESTROOMTATE FLOOR TO BE LOWERED IN RESTROOMS TO ALLOW FOR SLOPE TO DRAIN AND II. CERAMIC TILE (F=RS)" C. FIELD TILE - CROSSVILLE CERAMICS 12 X 12 MOUNTAIN STONE SERIES AV31 CASCADE d. TILE BORDER / GRAPHIC TILE - CROSSVILLE CERAMICS 12 X 12 MOUNTAIN SERIES AV 32 SIERRA NEVADA e. ACCENT TILE - C12OSSVILLE CERAMICS 12 X 12 MOUNTAIN SERIES AV 36 BLUE RIDGE g. 12ESTROOM FLOOR TILE - AMERICAN OLEAN 12 X 12 PORCELAIN TILE LT03 -RUST GROUT COLOR - WALL TILE GROUT COLOR - LATICRETE 44 BRIGHT WHITE - FLOOR TILE GROUT COLOR - LATICRETE 61 PARCHMENT LLI Y as o Z_ w M V) � F— O O (D a N°'o N N Ian m V) to 00 Zol ZV) 0 U O-0) 0 � F_ a ` ^ N 2 U O- Q Lu Z = rm .. ui =OZ J a Q u) w 2 W to>(L 'IopRR.R�iI' ,n11111111011 lllllin � RWIN,.....q„ll ,ndll��llll�NlAll�►, III. CORNER GUARDS h,. 90 DEGREE CORNER GUARDS - AC12OVYN SSM - 10/20 - 920 ALMOND - 60' HIGH j. 135 DEGREE CORNER GUARDS - ACROVYN SM - 20M - 920 ALMOND - 60" HIGH IV. TRANSITION STRIPS k. CERAMIC TILE TO CARPET - MERCER 970 RECEIVING TRACK WITH MERCER 970 TOP Q VINYL TILE TO CARPET - W rn Z RUBBER FLOORING / RUBBER TREADS - ENDURO FLOORING SQUARE PATTERN COLOR TO BE OI MALIBU SAND AVAILABLE THRU, PHONE 1 (800) 643-7463 V. PAVER Tn. BORDER PAVER - TARMAC YBO12 CITY II 12XI2 - COLOR RED I'L FIE D PAVER - TARMAC HALLANDALE - PARQUET PATTERN - COLOR PEACH VI. CEILING TILE (SEE SCHEDULE ON SHEETS A-23 THROUGH A-27). VII. VINYL TILE T. FIELD TILE - TARKETT 12XI2, 1326 PARCHMENT/ MULTI 3ht broom finish) S. GRAPHIC TILE ttl -TARKETT 12XI2, 1359 ORANGE t. ACCENT TILE - TARKETT 12XI2, 1360 REAL BLUE NOTES, I.) PROVIDE 1/2' PLYWOOD UNDERLAYMENT UNDER ALL VINYL TILE. 2.) TATE FLOOR WILL BE LOWERED 1/7 FOR PLYWOOD IN VINYL TILE AREAS. VIII. CERAMIC TILE (WALLS) u. FIELD TILE - DAL -TILE 4X4 ALMOND KI65 (SEE NOTE BELOW) V. GRAPHIC TILE =I - DAL -TILE 4X4 BIMINI BLUE 1223 W. GRAPHIC TILE tt2 - DAL -TILE 4X4 MEXICAN SAND K174 NOTE, 1.) PROVIDE COVE TILE AT BASE Q AND PROVIDE BULLNOSE TILE AT TOP OF WAINSCOT. 2,)GROUT COLOR TO BE WHITE. IX, PLAS IC LA IN E COUNTERTOPS -FORMICA 7019-58 PORCELAIN GRAFIX CABINETS - FORMICA 913-58 INDIAN SMOKE X. VINYL BASE FLEXCO VCB 049 WINSOR XI. PAINT COLORS I.) WOOD DOORS- ALL SOLID CORE BIRCH VENEER DOORS TO BE - PAINTED BENJAMIN MOORE 1658 1E1 DO)IRS / ST FRAMES - BENJAMIN MQJDPE 1658 Q 3.) DRYWALL WALLS - BENJAMIN MOORE 953 OVER LEVEL 4 DRYWA L FI ISH. PAINT FINISH SHALL BE 'EGGSHELL". XII. TERRAZO FLOORING Y. FIELD - WHITE WITH LIGHT TAN POURED TERRAZO (PROVIDE SAMPLES FOR COLOR APPROVAL BY ARCHITECT AND OWNER) fight broom finish) z• WAVY GRAPHIC - VARYING SHADES OF BLUE POURED TERRAZO (PROVIDE SAMPLES FOR COLOR APPROVAL BY ARCHITECT AND OWNER) NOTE, PROVIDE BRASS DIVIDER STRIPS BETWEEN COLORS TYPICAL XIII. HIGH PRESSURE LAMINATE aa. FIELD - FORMICA HIGH PRESSURE LAMINATE APPLIED BY TATE ACCESS FLOOR COLOR TO BE PORCELEAN GRAPHIX. XIV. WINDOW TREATMENTS bb. I' MINI ALUM. BLINDS W/ STEEL HEADRAIL I' X 1-1/2" X .024", .006 GAUGE SLAT, 22 MIA TAPE SPACING. COLOR, OFF-WHITE OR BEIGE. AS MANUFACTURED BY HUNTER DOUGLAS, LEVELOR OR EQUAL. USE ONE PIECE ROLL -FORMED HEADRAIL AT ARCH -TOP WINDOWS. WALL LEGEND FULL HEIGHT MASONRY BLOCK WALL SOLID MASONRY REINFORCED SHEAR WALL 2" WIDE FULL HEIGHT RELOCATABLE PARTITION 2" WIDE FULL HEIGHT RELOCATABLE PARTITION WITH 30"W. X 48"H. GLASS PANEL INSULATED STEEL FRAME WALL (FIXED) POURED STRUCTURAL COLUMN IMPORTANT NOTE: "A" SERIES SHEETS INDICATE BUILDING SHELL INFORMATION, "SP" SERIES SHEETS INDICATE SPACE PLANNING, INTERIOR WINDOWS, EXTERIOR AND INTERIOR DOORS. "ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK E FINISHES. cy O U LLJ Q TLL Q LL N Oz Zm �^L' 5 0a-1 0 l..IL M UJ ? �i W 0 >a JIB U0 -'06 �°° F- U lal w O 0_ U- m m Y a Y 0 0 U z z o m e a I c i o oN W W c � � z U FW a to in tv _ O Z © SEPT. '04 THEsE PLWs AND THE INiON MDN SHIM HEREIN ME THE AMPEAD OF MUND Dm96Ns ■NI(IZ N ,NIT= PA AND RueomcnDIA dSCIIISURES OR DSE THEIEDP N WME 0 D RW 6 �T PIP INinm NiRw NRRIFN RERIW690N. COMM. NO: 040503VB DATE: 20 SEPT, BY: GVM CH'KD: PUD SHEET NO. ID-5 OF NINE e• 7 EQUAL SPACES 3/4° BC PLYWOOD VERTICAL SUPPORTS COVERED W/ PLAS. LAMINATE MAIL - ROOM OOI (STREET LEVEL) A 4X4 COV TILE STORAGE (CONT.) (STREET LEVEL) MO L / ID-6 JANITOR CLOSET (TYPJ 'D� (STREET LEVEL) P.T.H. Q S.D. %0 4X4 COVE TILE- 3� 6� o-m[coklum E rr. IP [El■�a■�■���"sonu�� o■moo■oir+o■ I NvA *0 PLASTIC LAMINATE OVER 3/4" H.D. PARTICLE BOARD O in O GWUHL S OPEN OFFICE - ROOM 114 (IST FLOOR) PLAS. L 3/4" BC NOTE; PROVIDE 3/4" MARINE GRADE PLYWOOD AT COUNTER TOP AROUND SINK- IEE NOTES A/ID-6 \ IMILAR Im p 2'-0" 4 EQUAL SPACES I 2'-6" 2'-9" 2-'9' ADJUSTABLE SHELVES MICRO 4" BACK!,PLASH ;D II O 2'-6" S.F. 2'-9' PLAS. LAM. OVER 2'-9" 3/4' MARINE GRADE PLYWOOD AT SINK BREAK - ROOM 105 (IST FLOOR) • `PLAS. LAM. OV R 3/4' BC PLYWOOD 18A DEEP BASE AB1NE PLAS. LAMINATE OVER O �D MAIL BOX SLOTS CONSTRUCTED OF PLAS. LAM. OVER 3/4" H.D. PATICLE BD. 12" TYP.- I 19 EQUAL SPACES STORAGE - ROOM 002 (S' A 4" HIGH PLAS. LAM. HIGH BACKSPLASH 'LAS, LAM. IACK PLASH )PEN O OPEN OPEN Lopm in HALLWAY (STREET LEV L) '° 6 INFORMATION I - 3/4" BC PLYWOOD 12' MAILBOXES (9"W.X9"H.) TYP. o ADJUSTABLE iv -- - SHELVES 4" PLAS. LAM. - — PLAS. LAM. OVER BACKSPLASH `P — 3/4' BC PLYWOO • I I i I L II OPEN OPHN OPEN OPEN I'-O' (4 EQUAL) Z-3" 2 ID-9 'D-6 MAIL - ROOM 102 (IST FLOO) 1D 6 4'-O" WIbE PANEL I/4' TEMPERED (5 EQUAL) GLASS IN ALUM. Ti' FRAME -9" AT NDICAP a 5" DIA. HOLE FO ST. STL. TALK TI- {CREATIVE INDUI MODEL #5FR W W W.CREATIVEI I ID-6 PLAS. LAM. COL W/ BUILT IN PA, TH12U TRAY 2 ID-6 U ID 6 PASS THRU WINDOW (TYP I CAI i-� (IST FLOOR) PLAS. LAM. OVER ID-6 3/4" DIAGONAL 6' _ I'-6" '� 6• BRACES BELOW 3' R. n J - - - - - 1 3" R. 4' PLAS. LAM. ID-9 O Q i �' BACKSPLASH - MICRO 4' KSPLASH ,Q �' BASE CABINET �AT L pa JL FT— TT, OI I I I I I I I I I --- Q -- - fi 2", R• 2" R. 2'-6' S.F. 2'-6" I2"-O' LAM. P ASTIC (5 EQUAL) OVER /4' BC PLYWOOD Z BREAK - ROOM 1 123 (IST FLOOR) IOPEN OFFICE 125 asT FLO VIEW AT �• = I•-n" ovc LEVEL) A •► • I w -i _ zc w _ m w Q coo N O —PLAS. LAM. OVER 3/4" BC PLYWOOD Ul Q N L M V) --4" PLAS. LAM. m Z V) Q m c Z p I BACKSPLASH Ld O - M H z CL0Lo Q a J N V a-=1� Z S L) awv m W a moz -) Lo w = w co>a_ WINDOW 'W" A 6' A. ROUND ST, STL. SPEAK TH U EVICE 2 IF ID-9 1 PLAS. LAM. OVER 3/4' BC PLYWOOD OPHV OP N IRE SHUTTER HOUSING U ABOVE GE TICKET TRANSACTION WINDOW W/ LEXGA12D 1250 GLAZING (LEVEL 3) 16" W X 3' H. STAINLESS STEEL COUNTER W/ BUILT IN RECESSED 11, BULLET RESISTING CASH TRAY (CENTERED o ON BLOCK WALL) CONSTRUCT 18" WIDE W PLASTIC LAMINATE N BASE CABINET KNEE CONSTRD 6' I'-3'-O" I'-6' COUNTER TOP UCT FLUSH HOLE S TH112U COUNTER K OII I (STREET LEVEL) ID-6 ADJUSTABLE SHELVES ----.-.- -'L--= -,.:-��.-- - ---= --�I-- O 0 N 0 W 1D� WORK - ROOM 12 CREATIVE INDUSTRIES MODEL 1211-OW RECESSED STAINLESS STEEL PASS THRU TRAY INDUSTRIES M I -OW RECESSED tiYl 5 STEEL PASS Y -ATIVEIND.COM) O Q U p Dal 7 THICI< HUFFCOR MODEL PCs In TABLE WALL PANEL WITH VI 4YL FACE FINISH 81 OVER S )UND CORE CENTER WITH i/2 PARTICLE BOARD (STC 40 PLAN VIEW AT T L I SCALE 1-1/7 - 1• fY c 6'-O' UNIT. DIM. 42-1/7 R.O. "0 0 7NV (D t-4 Ot / 0 I I BULLET RESISTANT WINDOW OTHER MANUFACTURER'S MEETING THE (LEVEL 3) PROTECTION _ A U, CALLED OUT ON ELEVATION K, SHEET ID-6 WILL BE ACCEPTED. MANUFACTURER'S SUGGESTED, BUT NOT LIMITED TO, ARE- U. NORTH AMERICAN BULLET PROOF, I-888-746-8427 W W W.SHOTGARD.COM 2). NORSHEILD SECURITY PRODUCTS, 1-800-633-1968 ADJUSTABLE SHELVES WWWNO12SHEILDSECURITYCOM 3). NBP, NATIONAL BULLET PROOF, INC. i-800_323_2648 WWW.NATIONALBULLETPROOF.COM / 1 4). C.R. LAURENCE COMPANY, 1-800-421-6144 �J •4' PLASTIC WWW.Cl2LALIRENCE.COM LAM. 5). CHICAGO BULLET PROOF SYSTEMS, INC., 1-800-690-9160 Uj Q BACKSPLAS WWW.CHICAGOBULLETPROOF.COM 6). CREATIVE INDUSTRIES, INC., 1-800-776-2068 WWW.CREATIVEIND.COM. O u- IL 0 0 Z II_ Z 12� ? O<e uj WORK / COPY - ROOM 106 (IST FLOOR) m U of TI >PLAS. LAM. OVER 3/4' BC PLYWOOD f PLAS. LAM. BACKSPLASH (IST FLOOR) U -J LL W >>a -) O � UO LL (jm0 U SEE NOTES W/ID-6 SIMILAR w — O U- rm-1 iI CL PLAS. LAM. OVER 3/4" BC PLYWOOD 2X2 HUFCOR PANEL PLAS. LAM. OVER 3/4' BC PLYWOOD DIAGONAL BRACE SUPPORTS EP WINDCW / 2 X APPLIANCE SCHEDULE COUNT REFRIGERATORS (BOTTOM MOUNT FREEZER) 7 WHIRLPOOL GB9SHKXL 18.6 CU. FT. CAPACITY COLO12t WHITE (NO ICE MAKER) MICROWAVE OVENS 7 WHIRLPOOL MT 4070SK COL012: WHITE INCLUDE UNDER CAPINET MOUNTING KIT, NOTE I.) FIELD MEASURE ALL ROUGH OPENING CONDITIONS PRIOR TO FABRICATION. 2.) PROVIDE SHOP DRAWINGS OF ALL CASEWORK TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION, I NTER II OP ELEVATIONS SCALE 1/4' . 1'-0' � r �n m eR ��• PeaPEIaY aP RDm exam N AlI PA AAN AEPSOOUCIIONS, a6CiD91AF5 di USE 'IIIEIimF N Nldf Ofl N PNR 6 EN'165£Y Plm- Neam xa■rt xmrren esv®ax. COMM. NO: 040503VB DATE: 20 SEPT„ 2004 BY: JNZ CH'KD: JFB SHEET NO. I POLO®6 OF TEN PASS THRU WINDOW ID-6 O 4" PLAS. LAM. / BACKSPLASH b% -6- 3'-6' 2'-O" PROVIDE PLAS. KNEEHOLE LAM. ON BACKSIDE OPEN OFFICE - ROOM F210 (2ND FLOOR) is LAM. OVER BC PLYWOOD PLAS. LAM. OVER 3/4' BC PLYWOOD OPEN OFFICE - ROOM 227 /7AIM GI nn 7M -PLI ID-9 3/4 6'-O' 6'-0" 3 EQUAL ❑❑ 3 EQUAL 4" --- -- - - ❑❑ �T -- - I BACKSPLASH � I I EET I IF ____ 7-0' W-O' 4 EQUAL 4'-0" L 7-C KNEEHOLE KNEEHOLE lo-7 FILES - ROOM 204 (2ND FLOOR) PLAS. LAM. OVER 3/4" BC PLYWOOD L IT TYP. .zo iq O N T ;0 N 4" PLAS, L) B CKSPLA b O a tV EVIDENCE COST. - ROOM 214 ADJUSTABLE 4 PLAS LAM OVER O ITI I I I r- ---- NOTE, H.C. ACCESSIBLE WINDOW, DROP OUTSIDE COUNTER L SUPPORTS TO 7-9' A.F.F. 4STIC OVER PLYWOOD y O 4'-8' 2'-8" 2'-8 aL KNEEHOLE OPE"T EN "I lo- OPEN OFFICE - ROOM 21O (2ND FLOOR) 41 VINYL BASE ID-9 3/4" PARTICLE D.ID-9 SHELVES I ID-9 - - -- ;o Fir --- ------i --1--- I I I 4' PLAS. LAM. BACKSPLA H r S P O SEE NOTES ;o - 2L/ID-7 SIM. I I 1I F fl-1, '--I'-- 1 O O 117 fl 11 IQ I- -- - m ------ ------ ----- if) - - - - - ---- ----- IO'-O" —' 3 EQUAL 4 EQUAL 2M STATE ATTY. - ROOM 211 (2ND FLOOR) WORK / COPY - ROOM 222 PLAS. LAM. OVER 3/4" BC PLYWOOD 4" PLAS. LAM. BACKSPLASH DIAGONAL )LAS. LAM. OVER COUNTER BRACES V4" BC PLYWOOD p CONSTRUCTED W/ in PLAS. LAM. OVER 3/4" BC PLYWOOD Y-V 4 EQUAL BREAK - ROOM 233 (2ND FLOOR) N �D 0 in L 'OVIDE 3/4" MARINE ?ADE PLYWOOD AT' VK CABINET )UNTERTOP (TYP.)- I��I� •• ��SPLASH zo Q f--------1 h 1 1 SL STL SINK - -- O � -� L---______ J _ I — BREAK - ROOM 332 (3RD FLOOR) J 1::: I -_ -__to r1 I II II N MICRO 4' 8CKSPLASH ;Q 'I S.F. "I "I BREAK - ROOM 302 (3RD SEE NOTES 3/ID-7 PASS THRU WINDOW WITH / PASS THRU TRAY BELOW VERTICAL OPEN SUPPORT: N PLAS. LAM. OVER 3/4' BC PLYWOOD-F• I _F• 4 EQUAL 1 4' PLAS. LAM. BACKSPLASH �o PLAS. LAM. OVERtN 3/4' BC PLY O D "ID I I I I 11 I I •Q ^ 4 EQUAL CAMERA - ROOM307 (3RD FLOOR) OPEN O FICE - ROOM 313 (3RD FLOOD?) BACKSPLASH BEYOND n OPEN OFFICE - ROOM 317 PASS THRU WINDOW WITH PASS THRU TRAY BELOW 4' PLAS. LAM. BACKSPLASH D r (3RD FLOOR) 4" PLAS. LAM. BACKSPLASH PLAS. LAM. OVER 3/4" BC PLYWOOD = ID-6 • • LAS. LAM. it 1 VER 3/4' N C PLYWOOD rn 5'-4' 7-O" 2 EQUAL W J Y a p = Z a w m La Q � c00 N O V) CV m V) a o o H Q Za Z W o U Oda) a�N a < `^ J N Lu aw Z = 0 i m W mOZ J Q LALi = W co>OL nllllllllli,_,elllllllle I�IIIIII�����������I�� ■ IIII ��Illllllllillli�llllllll,� J Q W L_1L O U Q TW 1 F— O LL J W oz z Wrn 73 m � o ®Q� 1__IL m W 2-8 W W U aw U �I E >>F O 1- UO U) Of cO F- U W O w EL O L� © SEPT. '04 MESE PUNS MD ME INFDPoMI SHOWN HEMN ME ME P1bfEEIY Of EDOWO Dih1815 BMEE/ tAP/W& PA w wwmcnow. �m O.g 1HMW IN WEIXE W N PARE 5 EI.I Y 'i. RETIED RDIODE WIEfIEN PE)dIR9EE1. COMM. NO: 040503VB DATE: 20 SEPT.. 2004 BY: _w CH'KD: JF:8 SHEET NO. I D 7 OF TEN W J o Ilk Y a a 9'-O" I ADJUSTABLE Z w SEE NOTES � %SHELVES I 4 EQUAL 4 EQUAL ID-9 amnn_n �� ADJUSTABLE SHELVES LAM. -- - - - - - U - — / 4 BA LAS. LAM. / _ CKSPLASH / - - o t� m I�1 r j r ( 1 - - - -- ----- - r {{{ F ( { f a to N O < U 'o „r,�cV4°PLAS. Q O 'o - M - - -- - -- fvT,,-- M--:- - Fm} L-_1-_J I -- BACKSPLASH - — F'LAs. LAM. UVeR � II 9 I l I I- m to a r Q v 0 3/4" BC PLYWOOD 4` PLAS. LAM. Z Q o Z p 1 = Q _ _ BACKSPLASH W " O r =Lu__ - -- -- -- O LL] Q o M O , -- - -- -- - IT, - -- - -- -- - -- - Q F a Q -� U ate^ 0 w Q 27-0' — - — Z v m PLAS. LAM. OVER 3 ECIUAL 10-0' 10'-O' PLAS. LAM. OVER 12 EQUAL 4 EQUAL 4 EQUAL 1 3/4" BC PLYWOOD J a O Z 3/4" BC PLYWOOD ID-8 3S 3T sn w = OPE N OFFI E_ROOM (3RD FLOOR) -a W cD > a f- w U a W 0 rn 1 U a 24" WIDE COUNTER FULL HEIGHT ID-9 Ir Q Q PLAS. LAM. OVER VERTICAL 4'-0' 3/4' BC PLYWOOD 10' SUPPORTS BACKSPLASH �" PLAS. LAM. BACKSPLASH DIAGONAL PLAS, LAM. OVER ' DIAGONAL SUPPORTS 3/4" BC PLYWOOD MICRO 4" SPLASH COUNTER BRACES p CQNST12UCTED W/ - - --- ' �- PLAS. LAM. OVERcn O p 3/4' BC PLYWOOD m ------ J m L I L" 1 11/1 1 1 , --- - Q w ' N 3'-0" 2' 6" 2'-9' 2'-6' 4 EQUAL S.F. 3X 4A °B TRAINING — ROOM 335 O8 1D_e LOUNGE — ROOM 4 33 (3RD FLOOR) (3RD FLOOR) (4TN FLOOR) ADJUSTABLE SHELVES 7'-6" 3 EQUAL I nL— I PLAS. LAM. OVER PASS THRU L� I -9 3/4" BC PLYWOOD 12' DEEP WINDOW W/ PASS THRU PLAS. LAM. OVER '' 0' zo 3/4' BC PLYWOOD Zo 4" BA O OPEN I' 6' 3'-10" I'-6" 6'-0 • 2-O'.. 2.-0.. 2-4. KNEEHOLE TRAY BELOW P AS. LAM. OVER U 3 4' B PLYWOOD � 24" DEEP i / COUNTER 18" DEEP O - ID 6 UJ Q _ � Q �y --- -- - - __ OPEN 4" VINYL (0 BASE u_ ucc N 6'-0" I'-6" 3'-6" ® Z Zj V �cr) 3 EQUAL KNEEHOLE I D J 4D 4E 4F 4G Y ® Z W f 8 OPEN OFFICE — ROOM 4K 9 '°$. 'D-B�. ID-S DL m ID-8 U (4TN FLOOR) W U 0 > a �I LL J O � LL ADJUSTABLE U O O O O SHELVES F- PLAS. LAM, OVER I Uw 3/4" BC PLYWOOD ID-9 PASS T12U WINDOW W/ 0 / PASS THRU TRAY m � p 4" PLAS. LAM. I / 'Q 1d-6 C BACKSPLASH I -6 s �� � N 4" PLAS. LAM. MICRO 4' SPLASH C WIDE BACKSPLASH Q COUNTER _ -- - PLAS. LAM, OVER o PL - 3/4" BC PLYWOOD iv OPEN . OVER 3/4" BC PLYWOOD N - - - - m ------ Q - ih 2'-10" 1, 2'-0" 4'-0" 2'-0" 3'-O" 2'-6" 1 3�_O" 2 _6• KNEEHOLE KNEEHOLE S.F. � 4K 4L D_8 MENTAL HEALTH — ROOM 424 1D8 OPEN OFFICE — ROOM 41i 1D_8 1D8 BREAK — ROOM 437 (4TN FLOOR) (4TH FLOOR) (4TN FLOOR N z 0 rn W [Y W 4 O Z J— (9) SFPT '04 THFSE PLANS ANO THE INF9fANT SHOWN HEJ&1N AAE iNE PROPlAIY a FOWL ONIEMS:S NNUEY NWIELI& PA Al® NEPROO W IN P Rr 6 WRE5 Y IAff iNEI&DF' W Fh01E OR N PAiF 6 F]w6.Bi.Y PIIO- N&IED M11NWf WMFIp PFAY®Otl. COMM. NO: 040503VB DATE: 20 SEPT., 2004 BY: ,kR CH'KD: .FB INTERIOR ELEVATIONS SHEET NO. SCALE, 1/4' - 1'-0` ID-8 OF TEN LAM. PLASTIC OVER 1/7 B.C. PLYWOOD LAM. PL/ 3/4" B.C. "I KEV REC 1/4' MEL/ 1/2' GYP; 4' LAM. F �O 2'-0" iv v O CO O iv N � I P.T.2X4-/--� 3" ETA I L d FI 4/A' . P-n" 0Cc cl �cc +7'-O° kSTIC FINISH ON PLYWOOD ESSED STANDARDS kMINE BACKING LIM BOARD 'LASTIC BACKSPLASH LAM. PLASTIC OVER TWO LAYERS OF 3/4'B.C. PLYWOOD 50 LB. DRAWER SLIDES 3'LONG BRUSHED ALUMINUM PULLS LAM, PLASTIC FINISH ON 3/4' INDUSTRIAL GRADE PARTICLE BOARD HEAVY DUTY CONCEALED EU12OPEAN TYPE HINGES (TYPICAL) T m LAM. PLASTIC OVE 1/2' B.C. PLYWOOD ETA I L .I F, 'a/A' . 1•-n" STREET LEVEL ROOM FINISH SCHEDULE ROOM/SPACE FLOOR BASE SILLS WALLS CEILING CLG. HGT. REMARKS MAIL ROOM FO-0-11 12 X 12 VINYL TILE 4" VINYL BASE MARBLE 1/2" GYPSUM BOARD/ S.A.T. 9'-0' — PAINT STORAGE 002 CARPET — S.A.T. 9'-O" — ELEVATOR 003 EPDXY 7-1/4" ZODIAC MARBLE LINEAR METAL/ 9'-0' LOBBY TERAZZO QUARTZ 1/2" GYPSUM TO — BOARD/ PAINT 10'-0' SECURED 004 0 12 X 12 4' VINYL STORAGE VINYL TILE BASE — S.A.T. 9'-O" — DATA/ 005 — N CEILING PHONE EXPOSED — — STRUCTURE FIRE RATED STORAGE VALLT 42 006 — EXPOSED S.A.T. 9'-0' CONC, BILK. PAINTED — ELEC. EQUIP. 007 ROOM — I/2" GYPSUM BOARD/ N CEILING EXPOSED — PAINT STRUCTURE — ELEV, EQUIP. 008 ROOM — EXPOSED I/2" GYPSUM 9._O. CONC. BLK. PAINTED BOARD/ PAINT — GRAND 0 LOBBY 09 EPDXY TERAZZO 7-1/4" ZODIAC QUARTZ MARBLE 8'-O" H. TRAVERTINE MARBLE/ LINEAR METAL/ 1/2" GYPSUM 21'-0" E SEEI TION 1/2" GYP. BD. PAINT ABOVE BOARD/ PAINT 22'-5" A 3 STAFF 010 CARPET 4' VINYL BASE — 1/2" GYPSUM BOARD/ S.A.T. 9'-0' — P INT INFORMATION 011 — 91-O" — MEN 012 12 X 12 PORCELEIN 6'-0' H. _ 6'-O" H. CER. TILE 1/2'GYPSUM 9'-0. PROVIDE I/2° M.R. GYP. WAIN COAT BACKE2" BOARD CIE BOARD PAINT BD. PAINT ABOVE CEP. TILE WAINSCOAT WOMEN 013 — 9'-O' SPRINKLER 014 EXPOSED — EXPOSED NO CEILING PUMP RM. CONCRETE CONIC. BUlf. PAINTED SEXPOOSED TRUCTURE FIRE RATED 015 STORAGE 12 X 12 4' VINYL S.A.T. 9' O' VALLT ul VINYL TILE BASE — CENTRAL 0 016 STOP. — 1/2' GYPSUM BOARD/ S.A.T. 9'-O' PAINT — LEASE 017 SPACE 0 EXPOSED CONCRETE — MARBLE EXPOSED CONC. BLK. UNFINISHED N CEILING EXPOSED STRUCTURE 018 TILE — — — — EQUIP. VINYL — JANITORS 019 CLOSET 12 X 12 PORCELAIN 5'-0' H. CER. TILE — 5'-0" H. CER. TILE WAINSCOAT/ 1/2" M.R. I/2' GYPSUM 9'-O" PROVIDE I/2" CEMENT TILE WAINSCOAT�IE GYP. BD. PAINT ABOVE BOARD PAINT CERK 12 BOAR NSCOAD ELEV. 020 12 X 12 4" VINYL CONC. BLK. EQUIP. VINYL TILE BASE _ PAINTED/ PAINT 9'-0" — I/2° GENERATOR O21 EXPOSED — EXPOSED ROOM CONCRETE CONIC. BILK. PAINTED 91-0' — ELEV. 022 LOBBY 12 X 12 CER. TILE 4" VINYL BASE — 1/2" GYPSUM BOARD/ S.A.T. 9'-0' PAINT — LEASE 0 023 SPACE EXPOSED CONCRETE — MARBLE EXPOSED CONC. BLK. UNFINISHED NO CEILING EXPOSED STRUCTURE STAIR tt l EPDXY TERAZZO 7-1/4" ZODIAC QUARTZ— MARBLE 1/2" GYPSUM BOARD/ 1/2' GYPSUM — PROVIDE RUBBER INT BOARD PAINT FLOORING ON TREADS STAIR tt 2 12 X 12 CER. TILE 4' VINYL BASE — — PROVIDE EXPSOED CONC, STAIR TREADS ELEVATORS 12 X 12 CER. TILE LAMINATED PLASTIC — LAMINATED PLASTIC STAINLESS 3TEESS _ SPECS. ELECTIONS FINISH J 4" PLAS. LAM. BACKSPLASH TRIM I'-6" LAM. PLASTIC OVER n 1/2' BC PLYWOOD, ROUT PLYWOOD TOP AND BOTTOM TO RECEIVE 1/2" PLYWOOD. FULL HEIGHT FRAME WALL LAM. PLASTIC OVER :SPLASH IX2 LEDGER (TYP.) PLASTIC OVER B.C. PLYWOOD LAM. PLASTIC OVER IX3 NOSING (TYP.) n LAM. PLASTIC OVER 17/ 3/4" B/C PLYWOOD (TYP,), AND AT VERTICAL SUPPORTS PLASTIC FINISH ON N INDUSTRIAL GRADE FICLE BOARD LAM. PLASTIC OVER IX2 NOSING AT BASE SHELF. P.T. 2X4 3" ID 9 Sc DETAIL REF, SHEET ID-6 ID 9 FIRST FLOOR ROOM FINISH SCHEDULE ROOM/SPACE FLOOR BASE SILLS WALLS CEILING NGT, REMARKS ELEVATOR LOBBY 001 24 X 24 4" VINYL BASE MARBLE 1/2'GYPSUM PU N BOARD/ LINEAR METAL/ 1/2"GYPSUM 8'-6' TO — SQUARES BOARD/ PAINT 9'-6' MAIL ROOM 102 1/2" GYPSUMUL�BCOARD/ WII ALL PANELO S.A.T. 9'-O" — EVIDENCE STORAGE 103 9'-0° — JANITORS CLOSET 104 12 X 12 PORCELAIN 5'-O" H. —YPBD/OI/GYPSUM 5'-O" H. CER. TILE 9-O"BACTIL *PROVIDE 1/2' CEMENT AN WSCOAT� G HINTAVE BOARD/ PAINT RBEBSINDEWA BREAK 105 ROOM 12 X 12 VINYL TILE 4' VINYL BASE MARBLE I/2" GYPS M BOARD/ S.A.T. 9-O" — PAINT WORK/ COPY 106 24 X 24 CARPET — 1/2" GYPS M BOARD/ 9'-0" ROOM SQUARES PAINT WALL H�JNCOR E — DATA/ PHONE F -10-7-j PLAS. LAM. COV. ACCESS — NO CEILING EXPOSED — — FLOOR STRUCTURE STORAGE FI-0-81 24 X 24 CARPET — S.A.T. 9'-0" — SQUARES ELEC. EQUIP. 109 PLAS. LAM. SS CO F OOR — 1/2' GYP P BOARD/ NO CEILING EXPOSED 9'-0' — PAINT STRUCTURE MEN I10 12 X 12 PORTI LEIN 6'-O" R. H. TILE _ 6'-O' H. CER. TILE S.A.T. 9'-O" *PROVIDE 1/2" CEMENT BACCKERR WAINS GYPABDS INT ABOVE ALBEHIND TILE WALLS MEN 5 0 9'-01 WOMEN 112 — 9'-0" SECURE 113 FILES 24 X 24 CARPET 4" VINYL BASE — HUFC R WALL 9'-O" — SQU RES PANELS OPEN 114 _ I/2" GYPS M BOARD/ OFFICE WALL PAINT/ MROR 91-0" — PUBLIC 115 WAITING — 1/2" GYPSUM 8 p" _ BOARD/ PAINT 9'-6' FILES —116--1 HUFC R WALL S.A.T. 9'-0" — PA ELS EQQUIP.UIP. 117 PLAS. LAM. COV. ACCESS — EX OSED NO CEILING EXPOSED FLOOR CONC. B . PAINTED STRUCTURE — ELEV. LOBBY 118 12 X 12 CERAMIC RAE IC MARBLE 1/2"GYPS NT BOARD/TIL S.A.T. 9'-0" — UNISEX 119 R.R. 12 X 12 PORCELAIN 6'-O' H. CER. TILE — 6'-0' H. WAINSCO CER. TILE T/ 1/7 M.R. 9'-0' BACKER BOARD BEHIND TILE WAINSCOAT�IE GYP. BD. PAINT ABOVE CER. TILE WALLS UNISEX 120 R.R. — 9'-0' CLOSET 121 CARPET 4° VINYL BASE — I/2' GYPS M BOARD/ 1/2' GYPSUM 9'-O" — SQUARES P INT BOARD/ PAINT WORK AREA I22 — S,A.T. 9'-0' — ROOM 123 12 12 VINYL TILE MARBLE 1�,L 1 9'-0"I — OFFICE I24 CARPET I/2' AIN / WALL/ M BCCOARD/ H�NELS 9 ®" SQUARES OPEN OFFICE 125 91-0" — OFFICE F 1-26-19'-0" — STAIR tt I RUBBER FLOORING I/2" GYPS M BOARD/ 1/2' GYPSUM — — P INT BOAR PAINT STAIR tt 2 EXPOSED CONCRETE — — — LAM. PLASTIC OVER 1/2' B.C. PLYWOOD — P.T. DETA I L Rr�& Ft 'VA' . I'-n' DETAIL R(:AI FI 'A/A" . I'-n° zo +6'-O° LAM. PLASTIC OVER 3/4' N.D. INDUSTRIAL PARTICLE BOARD PLASTIC OVER B.C, PLYWOOD SEE NOTES I/ID-6 SIMILAR TATE ACCESS FLOOR 0 OGEE TRIM AT TOP %NUFACTURED STONE kSE PROFILE 2 J a p Z_ a W 0� ti ~ p H Q =) p N � p N m N ino o F-- Q � Zp I Z Li a o-a, I- z °" OJ Ln a V N CL 0 H } Z = U my moz JOR 0 tO W = W w>a- Ji,,,....I I n".4.I l l I e�lllllllle',dllldllu, ��nulNllllll�lhi�� II�IID��I�11�11�1� . le W D O U a TW 1 � I— O 111' 1_L_ J ®� ~ W N Q �� D>O, O 'a m Ua-j ^, m W Z (L WU D>9 _JLL -'oa UIL o U)°LL H U W w O CL © SEPT. '04 n EsE P MR R E INFG�MN ENOWN HEREIN ME ME RIDPFAR' W ELL4NI WRNS � NERMNE PA W REPMIIOOK NSCIMM 0 USE TEIE➢F N M m N PNR 6 E65 y P HARD wnw NRIRFN PEN6WN1. COMM. NO: CW0503VB DATE: 20 SfB'T. 2004 BY: M/l0'B CH'KD: EB SHEET NO. ID-9 OF TEN SECOND FLOOR ROOM FINISH SCHEDULE ROOM/SPACE FLOOR BASE SILLS WALLS CEILING HGT. REMARKS ELEVATOR24 LOGY 201 X 24 T 4" VINYL BASE MARBLE I/2' GYPPAUM BOARD/ LINEAR METAL/ I/2' GYPSUM TO QU ROES N BOARD/ PAINT 9'-6' — AUDIO 202 1/2' GYPSUM BOARD/ E S.A..T. 9-0°PWLL — VIEWING 203 I/2' GYPPUMBOARD/ S.AT. GYP. BD, g_6• TOI NT PAINT/— SOFFITS 9'-6' FILES 204 S.A.T. 9'-0' — DATA/ 205 COTV ACCET , _ 1/2" GYPSUM N CEILING PHONE FLOOR ppBCcOARD/ R PWALL/ — ANEL STRUCEXPOTURE PUBLIC RECEPTION 206 24 X 24 CARPET — S.A.T. 9'-O' SQUARES — AUDIO F2o7 — 9'-0" — ELEC. EQUIP. 208 PLAS. LAM. COVFLOO12 SS — I/2' GPAINT OARD/ N FILING EXPOSED — STRUCTURE — MEN 209 R.R. 0 12 X 12 PORCELAIN 6'-O" N. CER. TILE _ 6'-O" H. CER. TILE S.A.T. 9' O' *PROVIDE 1/2' CEMENIT TILE WAINSCOAT* GYPI BDPAINT/ABOVE BACKER BOARD HIND CER, TILE WALLS OPEN 210 CARPET 4' VINYL _ 1/2' GYPSUM BOARD/ OFFICE SQUARES BASE PHI/ P4-1OR A 9'-0' — STATE ATTORNEY 211 MARBLE 9'-O" — UNISEX 212 R.R. 0 12 X 12 PORCELAIN U-O" H. CER. TILE _ 6'-O' H. CER. TILE 9 0" *PROVIDE I/2" CEMENT TILE WAINSCOAT* CW BDPAINT/ABOVE BACKER BOARD BEHIND CER. TIL WALLS WOMEN 213 — 9'-0' EVIDENCE 214 CV. C SS R MARBLE 1/2" GYPSUM BOARD/ 9'-01 FLOOR p L ME — DAILY7 215 1VAULT — 9'-0" — OFFICE 2T6 CARPET — HLFCOR WALL 9,-0" SQUARES PANELS — SUPERVISOR F 2f7 — 1/2' GGYP�TS/U{MMJppBCCOARRD/ W�L PANt3 9 O" — BIOHAZARD 218 PLAS. LAM. COV, ACCESS MARBLE I/2" GYPSUM BOARD/ 9'-0" FL OR PAINT — EVIDENCE 119 — 1/2' GYPSUM BOARD/ VAULT PLAINT/ I KE AALLLL PAfVH 9'-O° CORRIDOR 220 24 X CARPET 24 — 9'-0" SQUARESOPEN — OFFICE 221 — HLFCOR WALL 9'-0' PANELS — COPY 2 22 — 1/2' GYPSUM BOARD/ 9•-0. PAINT — E�U1P 223 PLAS. LAM. COV. ACCESS — EXPOSED NEPPOSED FLOOR CONC. ELK. PAINTED STRUCTURE OPEN 24 X 24224 CARPET _ 1/2" GYPSUM BOARD/ ONCE SQUARES P� TI PA S.A.T. 9'-O" — SUPERVISOR 225 — 9,-0. — UNISEX R.R. 226 12 X 12 PORCELLEAIN 6'-O" H. TILE_ qq6'-O" H.. CEP. TILE BD 1/2' GYPSUM BOARD/ 9-a PROVIDE 1/2"CEMENT BACKER BOARD BEHIND WAINSCOAT* CwVAI PAINTS/ABOVE PAINT CER. TILE WALLS OPEN 227 OFFICE CART 4" VINYL B E MARBLE 1/2' GYPSUM BOARD/ PVAI�/ 4 L1F�0 S.A.T. 9'-0' SQUARES PAfV — OFFICE 228 910° — ELEV LOBBY 229 12 X 12 CERAMIC — 1/2' GYPSUM BOARD/TILE AINT — UNISEX 230 R.R. 12 X 12 PORCELAIN 6' O° H. CER. TILE _ 6' O" H. CER. TILE WAINSCOAT/ I/2' M.R. 9'-0' PROVIDE I/2" CEMENT TILE WAINSCOAT�E GYP. BD. PAINT ABOVE BACKER 80 D BEHIND CER. TILE�ALLS STORAGE 231 CARPET 4" VINYL — 1/7 GY��PSU�MU BOARD/ 1/2' GYPSUM SQUARES BASE WALL/ PA�ELSR BOAR PAINT 9 _0 — JANITOR 232 CLOSET f2 X 12 PORCELAIN 5'-O" H. CER. TILE _ 5'-O" H. CER. TILE W M.R. 9' O° �IEPRQVIDE 112' CEMENT TILE WAINSCOAT* 6YPCBDA/ PAIN BACKER BOARD BEHIND CER TILE WALLS BREAK 233 ROOM 0 12 X 12 VINYL TILE 4' VINYL BA MARBLE 1/2' GYPSUM BOARD/ S.A.T. 9'-O" PE PAINT — STAIR I FLOORINGT 1/2' GYPSUM — BOAR PAINT — STAIR tt 2 EXPOSED CONCRETE — — — SKYBRIDGE CARPET MARBLE S.A.T. THIRD FLOOR ROOM FINISH SCHEDULE ROOM/SPACE FLOOR BASE SILLS WALLS CEILING HLG GT. REMARKS ELEVATOR LOBBY 301 24 X 24 QUAPEETTS W VINYL BASE MARBLE I/2' GYPPU N BOARD/ LINEAR METAL/ 1/2"GYPSUM 8'-6' TO — BOARD/ PAINT 9'-6' BREAK 302 ROOM 12 X 12 VINYL TILE S.A.T. 9'-O" — PRINT ROOM 3O3 24 X 24 CARPET — 9'-O" — SQUARES WATER I EATT304 CLOSET PORCELAIN — 1/2" GYPSUM 9' O" TILE BOARD/ PAINT — ROOM 305 TILE — VINYL S.A.T. 9'-0" — CHEMICAL 306 STOR. CLOSET — I/2" GYPSUM 9'-0" BOARD/ PAINT — CAMERA 307 24 X 24 CARPET a PEETTS - 1/2" GYPSUM BOARD/ In F JF PAfV S.A.T. 9'-O' - DATA/ PHONE 308 PLAS. LAM. COV. ACCESS — N CEILING EXPOSED — FLOOR STRUCTURE — SEARCH 309 24 X 24 MARBLE 1/2" GYPSUM BOARD/ A.T, GYP, BD. 8._6' TO OCARPEETTS PAINT PAINT/ SOFFITS 9'-6' — ELEC. EQUIP. 310 PLAS. LAM. COV. ACCESS — EILI EXPOSED — FLOOR STRUCTURE — MEN R.R. 311 12 X 12 PORCELAIN 6'-O" H. CER. TILE — 6-0"H. CER. TILE WAINSCOAT/ 1/2' M.R. S.A.T. 9'-0" *PROVIDE I/2" CEMENT BACKER BOARD BEHIND TILE WAINSCOAT* GYP. BD. PAINT ABOVE CER. TILE WALLS PUBLIC 312 AREA CARPET 4" VINYL BASE — 1/2"GYPSUM FB�OARD/ I A• •/ 8'-6° SQUARES WALL *NEL PANT/OFFITS 9' 6' OPEN 313 — OFFICE S.A.T. 9'-0" — OFFICE 314 MARBLE 91_p• — UNISEX 315 R.R. 12 X PORCELAIN 12 6' O' CER. H. TILE _ 6'O°C CER. TILE M.P. BD. 91-0° *PROVIDE 1/2' CEMENT BA IND TI WAINS OAT�IE GVYP� PAINT/A CR BOW ALLS WOMEN 316 — R.R. Idx 91-O' OPEN 317 CART 4' VINYL MARBLE GYPSUM BOARD/ OFFICE SQUARES BASE In F WALLJ 9 O" SUPERVISOR r -318-j 9. a - SUPERVISOR 319 MECH. EQUIP, 320 ROOM PLAS. LAM. COV.ACCESS - EXPOSED CEILING EXPOSED - FLOOR CONC. BLK, PAINTED STRUCTURE _ JANITORS 321 CLOSET 12 X 12 PORCELAIN 5'-O' H. CER. TILE - 5'-O" H. CER. TILE WAINgCOAT/ M.R. 1/2"GYPSUM 9 O" *PROVIDE 1/2" CEMENT TILE WAINSCOAT�6 GYP. BD./ PAINT IN BOARD/ PAINT BACKER BOARD BEHIND CER. TILE WALLS CLOSET 322 12 X 12 VINYL TILE 4' VINYL BASE - HUFCOR WALL S.A.T. 9'-0" PANELS - TESTING 323 - PSUM BOARD/ 1/2' GGqY�NNL TT FWAT 9 O" - L CLOSET 324 CARPE - AUFCOR WALL 9.-a SQUARES PANELS - CLOSET F3251 9•-0" - SUPERVISOR 326 - I/2FGYPSUM FFBOARD/ 9' O° WALL N� HALL 327 - 9'-0' - SUPPORT 328 SYSTEMS ME MARBLE 9'-0' - UNISEX 329 PORCELAIN CER. TILE - 6' O° H. CER. TILE *PROVIDE 1/2" CEMENT R.R. TIE WAIN3 ATE WAINSCOAT/ 1/2' M.R. GYP. 8D. P INT ABOVE 9'-O° BACKER BOARD BEHIND CER. TI WALLS UNISEX 330 - R.R. 91-O" Nil- LOBBY 331 12 X 12 CER IC 4BASEL - I/2' GYPSUMPAITOARD/ 9'-0' - ROOM F3--3-21 12 12 VI YL TILE MARBLE 9'-0" - COMPUTER 333 PLAS. LAM. COV. ACCESS FLOOR 1/2' GYPSUM BOARD/ PA�/ 91_O° - STATIONS 334 24 X 24 CARPET - 9_0• SQUARES - TRAINING 335 MARBLE I/2' GYPSUM BOARD/ 9•_O" PAINT - STAIR tt I RUBBER 1/2' GYPSUM FLOORING BOARD PAINT _ - STAIR # 2 EXPOSED - CONCRETE - - FOURTH FLOOR ROOM FINISH SCHEDULE ROOM/SPACE FLOOR BASE SILLS WALLS CEILING CT, REMARKS ELEVATOR LOBBY 401 24 X 24 W VINYL BASE MARBLE 1/2' GYPSUM BOARD/ LINEAR METAL/ I/2' GYPSLWI TO — SQUARES BOARD/ PAINT 9-6" CONFRENCE 402 A.T./ 1/2' GP. BD. 16'-0" TO — PAINT/ SOFFITS 18,-0' LOUNGE 403 12 X 12 VINYL TILE S.A.T. 9'-O" — I S 404 24 X 24 1/2' GGYPSUM FFBCCOARD/ 9'-O' COORDINATOR SQUARES ULT MR ACCOUNT SPECIALIST 405 91-0" — SECURE 406 OFFICE 9'-0' — RATED 5/8" TYPE X / ' Y PE X STORAGE 407 _ 9 O' — ( TIP RATING) DATA/ PHONE 408 PLAS. LAM. COV. ACCESS — 1/2' GYPSUM BOARD/ N ILING EXPOSED — — FLOOR PAINT STRUCTURE OFFITICCE 409 24 X 24 ETTS MARBLE S.A.T. 9'-O" — SQUAT EQUIP 410 COV AC ECESSS — O CEILING NEXPOSED — — FLOOR STRUCTURE MEN 411 R.R. 12 X 12 PORCELAIN 6'-O° H. CEP. TILE — 6'-O' H. CER. TILE WAIN ggCOAT/ I/2' M, S.A.T. 9'-0" *PROVIDE K BOARDEBETHIND TILE WAINSCOAT* GYP. BD. PAINT ABOVE CER. TILE WALLS PUBLIC 412 AREA CARPET 4' VINYL BASE _ 1/2' GY�NNPTTSUM FBCOpA�RD/ A•TJ 8'-6° — SQUARES WALL MELT PAINITGSOFFITS CY6" OFFICE F413 MARBLE S.A.T. 9'-0" — HUMAN 414 RESOURCES — 1 UFCOR WALL PANELS 9 -0' — UNISEX 415 R.R. 0 12 X 12 PORCELAIN 6'-O" CER. H. TILE — 6'-0" H. CER. TILE WAINSCOAT/ 1/2' M.R. 9'-O" BACKER BOARD BET HIND TI E WAINS OAT* GYP. BD. P INT ABOVE CER. TI E WALLS WOMEN 416 R.R. — 91-0" OPEN 417 24 X 24 CARPET TS V VINYL _ 1/2' GYPSUM OFFICE BASE FB�OARD/ PAINNIt/ NEL R 9'-0" - OFFICE 418 — 9'-0" — AUDITS F-41-9-1 I UFCOR WALL 9,-0. PANELS — OFFICE 420 — 9'-0" 421 — 1/2PGYPSUM OFFICE FFB��OARD/ W� I�NEL 9 O" — OFFICE 422 — 91-01 — CONFER NCE 4231MARBLE 91_01 — MENTAL 424 HEALTH — 91-U — MECH.PLAS. QUIP. 425 EQUIP. 0 LAM. COV. ACCESS _ PAINTED N ILI EXPOSED — FLOOR CONC. BLKEXPO STRUCTURE — JANITORS 426 CLOSET 0 12 X 12 PORCELAIN 5'-O' H. CER. TILE — 5'-O° 14L CER. TILE WAINRCOgqT/ 1/2' M.R. I/2' GYPSUM BOARD/ PAINT 9'-O' BA R BOARD EEHVIND TILE WAINSCOAT* GYP. BD./ PAINT CER. TILE WALLS VICTIMS ADVOCATE 427 24 X 24 CARPET W VINYL BASE — 1 �l1FCOR WALL S.A.T. 9'-O' SQUARES PANELS - FILE 428 STORAGE 0 — 9'-0" — MARRIAGE F429 — 1/2' GYPSUM PSUMFB�OARRD/ 9-0 WALL NEL OFFICE 430 — 9'-0" — UNISEX 431 R.R. 12 X 12 PORCELAIN 6'- ' H. CER. TILE _ 6'-O' H. CER. TILE WAINSCOAT/ 1/2' M.R. 9'-O" *PROVIDE 1/2'CEMENT TILE WAINSCOAT)�E GYP. BD. PAINT ABOVE BACR BOARD BEHIND R. TILE WALLS OFFICE 432 CARPET BASE _ HUFCOR WALL 9,-0" SQUARES PANELS — ELEV. LOBBY 433 12 X 12 C2321AMIC MARBLE 1/2' GYPSUM BOARD/ 9._0° PAINT — UNISEX 434 R.R. 0 12 X 12 PORCELAIN 6'-O" H. CER. TILE - 6'-O' H. CER. TILE WAINggCOAT/ I/2' M.R. 9'-0' *PROVIDE I/2' CEMENT TILE WAINSCOAT* GYP. BD. PAINT ABOVE BACKER BOARD BEHIND CER. TILE WALLS OFFICE 435 CARPET 4' VINYL BASE MARBLE I/2' GYPSUM BOARD/ PAAMI* 9 O' SQUARES ALL ryC� — WORK 436 0 AREA 91-0" ROOM 437 VINYL TILE MARBLE 1!2' GYPSUMPAINT BOARD/ STAIR tt I FLOORING �B G 1/7 GYPSUM — BOAR PAINT — STATR tt 2 COPNOREfE — — J Y Q p - w _Z m H O Lu Q p N O)cq o N m N a co o C ~Q� zp l Z w n U g O-a) �Oup7 a < ^ _j N [l S L) Q Z 1-- Ld U >-m �0Z J a w O Ld to > a. �p■■.rl''I 'pn■r�'I' All .IIIIIIInKIIIAIIIW► ��iiIINIIIIIINIINiiN� �; ti�nllllh�"�IIIIII�I� 1Y V^^l,, D O ui T u� - ON p :D j it J 0 D U a-j IJL m I11 Z IL WU U[L � ® U) N IL H U W Q: O d LA - z z 0 V! W C W F Q O Z © SEPT. '04 THESE PLANS AND THE INFORMATION SMOYM HEREIN ARE THE PRIPM IT MIAM ARMM UIRM N CHIMM PA AMC R RWUCRp6, MIXIMIRES OR USE T OW N *ME OR N PAN 6 EIA MMY PRO- HISIM WUW NIARRM PRtlASSINI COMM. NO: 040503VB DATE: 20 SEPT. 2004 BY: KPB CH'KD: JFB SHEET NO. ID-10 OF TEN CODE DATA ST LUCIE COUNTY, FLORIDA CLERK OF THE COURTSX ST. LUCIE COUNTY BUILDING DEPARTMENT ST. LUCIE COUNTY FIRE MARSHALL. APPLICABLE CODES: A. FLORIDA BUILDING CODE (FBC 2001) B FLORIDA ACCESSIBILITY CODE FOR ATLANTIC AVENUE r54'Q.O.W. FIRE PROTECTION. p D i� Q O o i ty N W EXTINGUISHING REQUIREMENTS (NFPA IOD °' a I- IL FIRE EXTINGUISHER LOCATION (NEC): 75' TRAVEL JU IL In DISTANCE TO UNIT. Q U o PUBLIC SIDEWALK a BUSINESS PROVIDE F.E. PER 9.7.4,1 NFPA 10 O a PLANTER WALL_ 0 BUILDING CONSTRUCTION OCT 1997 MAXIMUM TRAVEL DISTANCE: 3000' (CH CPR II FBC) MAXIMUM DEAD END: C. NFPA 101 MINIMUM C0121ZID0121 44', 36 IF OCC. LOAD < 50 AL CODE CFMC) 2001 EGRESS WIDTH PER PERSON SERVED: LEVEL .2 D. FLORIDA MECHANICEGRESS WIDTH PER PERSON SERVED: STAIR .3 E. FLORIDA PLUMBING AL CO PC) 2001 F. NATIONAL ELECTRICAL CODE (NEC) 2001 LARGEST OCCUPANT LOAD PER FLOOR • i 120 X .3 = 36'REQUIRED (2) EXIT DOORS PROVIDED BUILDING DATA: PER FLOOR STAIR DOOR COMPLIES, PROJECT CONTAINS (1) 5 STORY BUILDING WITH MINIMUM DOOR CLEARANCE: 32 CONCRETE STRUCTURE WITH CONCRETE BLOCK INFILL. MINIMUM STAIR CLEARANCE: 44" LIFE SAFETY REVIEW SEE PLAN FOR EGRESS WIDTH PROVIDED. BUILDING CLASSIFICATION: NFPA 38.3.6.1 EXCEPT. I WHERE EXITS ARE AVAILABLE OCCUPANCY TYPE - GROUP B W/ ACCESSORY M AND A-2 FROM AN OPEN FLOOR PLAN RATED CORRIDOR IS NOT OFFICE BUILDING - BUSINESS REQUIRED. LEASE SPACE 017 POSSIBLE- MERCANTILE M LEASE SPACE 023 POSSIBLE- RESTAURANT A-2 BUSINESS NFPA 101 38.2.5 I L CONSTRUCTION TYPE 38.2,5.2 DEAD END MAX 20' - 50' SPRINILER OFFICE BUILDING - TYPE IV, I HR PROTECTED, SPRINKLED 18.2:5:3 COMMON PATH 75' MAX - 100' SPRINKLER 38.25E MAX. TRAVEL DISTANCE TO AN EXIT 200' EXC 300' SPRINKLER OCCUPANT LOAD: (FBC TABLE 1003.D 38.3.3.2 INTERIOR WALL FINISHES, CORRIDOR A OR B, OFFICES A,B OR C IN OFFICES. OFFICE BUILDING/BUSINESS: ARRANGEMENT OF EXITS. FBC 1004 E *NFPA 101 7.4.1.1 **NFPA 101 V3aa __ Q STREET LEVEL 10.383 SF/ 100 GROSS: EVERY ROOM TO HAVE A MINIMUM OF I MEANS OF EGRESS. 7260 SF GROSS W/0 LEASE AREAS - 73 OCCUPANTS EVERY ROOM WITH AN OCC. LOAD OF 50 OR MORE OR TRAVEL DISTANCE IN ?, LEASE 0171260 SF GROSS/ 30 GROSS - 42 OCCUPANTS EXCESS OF 75 FT SHALL HAVE (2) EGRESS DOORS. uj LEASE 0231863 SF GROSS BREAKDOWN: LEASE 0231480 SF GROSS/ 15 GROSS - 99 OCCUPANTS *NFPA 101 7.4.1.1 POSSIBLE KITCHEN 384 SF/ 100 NET - 4 OCCUPANTS THE NUMBER OF EXITS FROM ANY BALCONY, MEZZANINE, STORAGE OR Q TOTAL OCCUPANTS STREET LEVEL= 21A_0_(TC0P_AIVM POTION THEREOF SHALL BE NO LESS THAN 2. EXCEPT 2 BALCONIES PERMITTED TO HAVE I EXIT IF COM FIRST FLOOR: 10,616 SF / 100 SF = 106 OCCUPANTS TRAVEL (CPT) IS MET. 100' IN SPRINKLERED BUSINESS F - UP SECOND FLOOR - CPT. 59.5' EXISTING SECOND FLOOR: 9867 SF/100 SF=98 OCCUPANTS I 2 THIRD FLOOR - CPT 83.6' FOURTH FLOOR - CPT 68' THIRD FLOOR: 12,032 SF /100 SF = 120 OCCUPANTS **NFPA 101 36.2.4 FOURTH FLOOR: 12,032 SF /100 SF - 120 OCCUPANTS NEW MERCANTILE NUMBER OF EXITS A SINGLE EXIT IS ALLOWED: EXCEPT 2 IF ALL THE FOLLOWING ARE MET FIFTH FLOOR: UNOCCUPIED SPACE A. TRAVEL DISTANCE < 50 FT. B. AREA < 2250 S.F. TOTAL OCCUPANTS - 782 C. THE BUILDING IS A MAX. OF (1) STORY. MERC. T.D. - 49'-2" LF ALLOWABLE BUILDING HEIGHT A (FBC TABLE 500) AREA - 1260 S.F. I STORY AREA OFFICE BLDG: BUSINESS TYPE IV I HOUR. SPRINKLED: ALLOWABLE HEIGHT - 65FT MAX. (SEE NOTE H BELOW) 78' ALLOWED SEPARATION OF EXITS TO BE > 1/3 OF THE OVERALL DIAGONAL IN SPRINKLED HEIGHT FROM AVERAGE FNO:tOR TO AVERAGE HEIGHT HIGHEST SLOPED ROOF =�BUILDINGS. NFPA 7.5.1.4 EXCEPTION I 7'-III /16"N 77 yPROJECT COMPLIES. (SEE LS-3) 2 DOOR TO SWING IN THE DIRECTION OF EGRESS IF AREA BEING SERVED BY PARA ESS THAN 4', AVERAGE HEIGHT OF HIGHEST 50 OCCUPANTS OR MORE OR WHEN USED IN AN EXIT ENCLOSURE. RO - 77'-11 13/16' FBC 503.2.0 �2 (FBC 1012.1.2). ALLOWA ORIES - 5, 5 PROPOSED ALLOWABLE AREA = 51,000SF PER FLO T COMPLIES EXEMPTION OF AREA OF REFUGE (NFPA 101 17.2.12.1(2) LARGEST PROPOSED GROSS FLOOR AR A -21, 99 F 'A AREA OF REFUGE NOT REQUIRED IN SPRINKLED BUILDINGS. : HEIGHT IN SPRINKLED BLDGS MA;RI REASED ONE STORY WALL LEGEND 65'/5 STORIES - 13' PER FLOOR. 65' + 13' - 78' FIRE PROTECTION (FBC TABLE 600) NEW WOOD STUD WALL REQUIREMENTS BASED ON BUSINESS TYPE IV I HOUR PROTECTED, NEW CMU WALL I. INTERIOR COLUMNS ✓r BEARING WALL SUPPORTING ONE FORMED AND POURED FLOOR OR ROOF: 1 HR CONC. SHEAR -WALL 2. COLUMNS SUPPORTING ONE FLOOR, MORE THAN ONE CONC. FILLED CELL W/ FLOOR OR ROOF: I HR 1 #5 VERT. BAR 08' �O O CT. L MAIL 001 1235 CT. CT. PLANTER . l Iwa■.l IOOw.E■.w1' 7w■w13111 o..E...w=o 101111111411311111UP ...a.wE.www....E.1.Ew.■■wwwwwwi •: _ _ ' •_ _ EL AIR 10 SF - - - - 1 ELEVATOR LOBBY p=, • '� y :1 JIII •MINDOOR 606 a „� _m .., .... .I .. =Art �•. "� a 1— sommo■om\■ss ■■ ■I■■, SENSE� ■■■■ ; ... .,. , 21=. _ • ._;nnmm�.nn.ulmd nmr IN 99 IN mm�nnnnnmmmm�mnm:■wmom■v■6° _ :nnn:.•sa■s:esN�s:■munnnn�i�wummm.�—;nETAL DETECTOR '■ • • • - �,, ram,AUTOMATIC I H2 F112E D001 -- 'p ONE Nm■inmwmmm�mm� I.I I.I .I • •ryGLASS E FRAME�I •" " �'z■ ° © ('a; ,AI Ir -- �— s 5U a fAl IS Eo'Eo Am m ___ . , • n.mnnnmm�mm�nmm�nnnnnnnmmnwummmnnmm...... w.nnmwmmnmm�.a .. a ►.� �I . ♦ . • • !. .. �_--��� C -- :•• �,C .. �Room ff 3. BEAMS, GIRDERS, TRUSSES, AND ARCHES: I HR• CONC. FILLED CELL < 4. FLOORS AND FLOOR/CEILING ASSEMBLIES - IHR 5. ROOFS AND ROOF/CEILING ASSEMBLIES: I HR (NOTE P) PERMANENT INTERIOR STEEL STUD ❑ 6. EXTERIOR BEARING WALLS AND GABLE ENDS: OVER 3OFT - IHR/NL WALL (NOT DEMOUNTABLE TYPE) 7. EXTERIOR NONBEA12ING WALLS AND GABLE ENDS: OVER 30FT -NC/NL FIRE RESISTANT SEPARATIONS: F RMED AND POURED CONC. c�LUMN EQUIP, YARD FBC TABLE 704.1.2.2 KITCHENS IN GROUP A DOES NOT CONSTITUTE A MIXED (GRAVEL) OCCUPANCY AND DOES NOT REQUIRE FIRE SEPARATION, ,, EXIT ACCESS CORRIDORS: FBC TABLE 704.2A OCCUPANCY GROUPS B WITH EXIT ACCESS SERVING AN OCCUPANT LOAD Q IRED. BRIDGE - EXIT ACCESS CORRIDOR NO RATING REQUIRED. I PROTECTION OF OPENINGS: FBC TABLE 705.1.2. NFPA 101 7.1.3.2.1(B) £ 8.2.3.2.3.1 •!L'S�Sio���•W81C��o��81e�C�c���•I�TI!��•�,�d4dJVrAd!��•ItIY� GRA +12,07 /-exposed concrete 0 GENERATOR r O21 2 HR STAIR AND ELEVATOR PROVIDED SHAFTS LESS THAN 4 STORIES: i H12 WALLS WITH IHR OR 20 MIN OPENINGS (NFPA GOVERNS, SEE BELOW) SYMBOLS LEGEND ATRIUM WALLS AND CLG: I HR AND 45 MIN WINDOWS PER 705.1.2, 705.2.3.4.1 (9 WALL MOUNTED FIRE FIRST FLOOR GRAND LOBBY WALLS AND CLG: I PIZ WITH 45 MIN DOORS. PER EXTINGUISHER FBC TABLE 705.1.2 2) EXIT SIGN RATED PER NFPA - I HR. WITH I HR DOORS. PER p6'-4" NFPA 101-7.2.13.4 E 8.2.3.2.3.1 R EL IS A E Q ELEVATOR LOBBIES PER NFPA 101 7.2.13.2.2 E .3 EVERY FLOOR SERVED BY AN 2 LOBBY ARRANGED AS A SMOKE HAVE A I HR TH II HOU12 DOOR NFPA BARRIER IMPORTANT NOTE: WIHALL 7.2.13.4 FLOOR, COLUMN, BEAM, FIRE BARRIER OPENING PROTECTIVES NFPA 8.2.3.2.3.1 - IHR WALL I HR FOR AND WALL CALCULATED VERT. OPENINGS OR EXIT ENCLOSURES OTHER AREAS SHALL HAVE 45 MIN "A" SERIES SHEETS INDICATE BUILDING OPENINGS. (ELEV. EQUIP. � ELEC. RMS), LOBBY SIZE - 3SF PER PERSON SERVED WITH I WHEEL CHAIR PER EVERY 50 FIRE RESISTANCE PER FBC SHELL INFORMATION. PE V RIUM - WIN OWPER 70AGGREGATE AREA OF GLAZING IN RATED CONIC COLUMNS - 12' X 12' TO 16" x 26' "SP" SERIES SHEETS INDICATE SPACE DRS, WDWS, SIDELIGHTS E TRANSOMS IN I HR PARTITIONS SHALL NOT FB T BL 7 .2. PLANNING, INTERIOR WINDOWS, EXCEED 25% OF WALL AREA SEPARATING ROOM OF SPACE FROM C N . O U IDES EXTERIOR AND INTERIOR DOORS. CORRIDOR, SEE FLR.PL. THIS SHEET £ FIRST FUZ PLAN LS-2. Qj 1 HR. FIRE RESISTANCE. 12" CONIC, COLUMN PROVIDES "ID" SERIES SHEETS INDICATE INTERIOR LEASE SPACE 017 BUSINESS OR MERCANTILE I HR SERA TION PROVIDED 3 HR. OF FIRE RESISTANCE. DIMENSIONS, CASEWORK E FINISHES. PER TABLE 704.1 FLOORS - 4" CONC OVER 16" HIGH LEASE SPACE 023 SMALL ASSEMBLY 2 HI2 SEPARATION PROVIDED PER PRECAST CONCRETE JOISTS TABLE 704.1 FBC TABLE 709.2.2.1 MIN. SLAB THICKNESS PROGRAMMING COMPARISON ELEV. EQUIP. ROOMS 008, 020: 1 HR PER NFPA 101 7.2.13.7. - 2 HR W/ 90 MIN. 2.5' CONC. PROVIDES I HR FIRE RESISTANCE DRS. PROVIDED. PUBLIC INFORMATION DIVISION - TAB 7 CONC. BEAMS - 8" X 26' MIN TO 24" X26" AREA REQUIRED AT 5 YRS = 924 SF INTERIOR FINIBHES FBC TABLE 803.3 FBC TABLE 709.2.3C 1 1/2' CLEARANCE FOR BEAM STEEL AREA PROVIDED = 994 SF OCCUPANCY B AND M SPRINKLED: CLASS C AT EXITS, EXIT ACCESS E 7" WIDE RESTRAINED OR UNRESTRAINED ARCHIVAL/ACTIVE DOC. STOP. = 2660 SF OTHER AREAS BEAMS WITH 3/4" STEEL CLEARANCE LEASE SPACE "A" = 1242 SF OCCUPANCY A-2 SPRINKLED: CLASS B AT EXITS AND C AT OTHER AREAS. PROVIDES 2 HRS OF FIRE RESISTANCE LEASE SPACE "B" = 1780 SF Z U Z 0 LJ Nv ?Y ROTUNDA WO STORY) -MAx I 5 I/2' TYP. 875'"2.08'W. 14.3 SF GLAZING I ;LAZING PERMITTED I 493 S.F. �7OC H� WALL - 398 S.F. � m C 2 OCC.Ud L LEASE SPACE 17 Q SST°S 124221 NET 2 1260 SF S 0 , 2 (MERCAN ILE N. 49'-2' GROUP M) IN mm�mm�nnmm�mmnunnnnm _.: e l-= •�:� 383 SF NET • �� el 4 OCC. d � ��'► 11 1 • • - .� - : ME, FUTURE =il I;iCOMMERCIAL �I►KITCHEN AREA r p zc�-• „ Innxi too- 383 SF NET ��I : •►— • mm 1 Na • "• MIN, •-- ►1 •••• • ,111111nnlogo nnwwu 1 I 2 HR WALL ajQ LEASE SPACE C ° 023 1780 Sc NET 1863 SF G L 1480 SF GROSS W/O KITCHEN �(RESTAURANT GROUP A-2)T-5' WSJ COMPLIES COL/I HR/TYP NC/NL LL PLANTER[ O 7 J n_ On'' Y LI Q J nO L_IL LJ [D I X z° ED I m I O I O I A WALL - 8" CONC. MASO R FBC TABLE 709.3.1 SILICEOUS AGGREGAT 3.7" FOR TI0 OR TII CM = 105 MIN. 3.5" ON TABLE = I Y4 HR ADD STUCCO FINISH PE TABLE 709.2.1.4A STUCCO PLASTER SILIC OUS PORTLAND CEMENT 1.0 5/8" = 5/8" Z' + 5/8' = 4Y4 1-3/4 HR LIFE S FETY PLAN (STQEET LEVEL) SCALE: 1/8' = 1'-0" OCCUPANCY: GROUP-B BUSINESS AT I PERSON / 100 SF FLOOR AREA — 10,384 S.F. FLOOR AREA W/O LEAS SPACE: 7260/100 = 73 PEOPLE FLOOR AREA W/O LEASE SPACE - 7,260 S.F. (BY 403.3 AT 36 MEN A D 37 WOMEN) FIXTURE COUNT PER 40 .I: WC'S 1/50, LAV'S 1/80, EWC 1/100 REQUIRED FIXTURES REQUIRED: 2 C'S, I LAV'S, I EWC HI -LOW. FIXTURES PROVIDED: 3 C'S, 3 LAV'S, I EWC HI -LOW. TO A te, .30,-0. 12 L,, -zP W Z a w m � � t0D V) Q NNO N m N o ~ Q"t Z a z0 1 U O— Q% w p :* ELUCD a _j l' ^ N U CL Q.. p I- ui Z rmw , J Q moz p In w = W c0 > CL O Lu U � L) o I U Q Q o Z J Q w N 0 U 0 ly IJL OO ~ v Z OO Qe ^v (Y m W z W W � RR J FL -i U 0 U)$° H U w O d Y M Q. A w I W Oe o 4 Z Z O w 0 In vl > W [� W W 9ru rl Q Z © SEPT. '04 THEE P Iwo THE INEONM =N SHOWN HEREIN ME THE PAMM OF EXWO MOM axon ARLTOM PA AND xPgOOIx:IM OBn09AE4 ON 1$E TENNEW IN mm OR W PAW S ENPNEw PIF HNNEO WOltlof MRNIFN PFAM®oIL COMM. NO: 040503VB DATE: 20 SEPT., 200 BY: GVM CH'KD: PLO SHEET NO. L S - I OF THREE 156 SF.-IOSr-146/3- 48,6 OCC. -- 14 or SCALE 3/32 r-o" FLOOR AREA - 10,616 S.F. OCCUPANCY: GROUP-B BUSINESS AT I PERSON / 100 SF TOTAL FL OR AREAL 10616/100 = 106 PEOPLE (BY 403.3 AT 53 MEN AND 53 WOMEN) FIXTURE COUNT PER 403.11 WC'S 1/50, LAV'S 1/80, EWC 1/100 REQUIRED FIXTURES REQUIRED: 3 WC'S, 2 LAV'S, I EWC HI -LOW. FIXTURES PROVIDED: 5 WC'S, 5 LAWS, I EWC HI -LOW. WALL LEGEND NEW WOOD STUD WALL NEW CMU WALL - FORMED AND POURED CONC. SHEAR -WALL WAL RATING LEGEND •-.----•-•.• -•a I', HOUR - UL NO. U419 (STL STUD) - �•�® � 2 HOUR - UL NO. U905 (CMU) 8" POURED CONC. WALL PER FBC TABLE 709.2.1.1 - 4 HR MIN ------------- CONC. FILLED RT. BAR ELL W/ SEE LS-1 FOI FLOOR, COLUMN AND BEAM RATINGS CONC. FILLED CELL SYM OLS LEGEND PERMANENT INTERIOR STEEL STUD WALL p FIRE WALL (NOT DEMOUNTABLE TYPE) EXTINGUUISHERISHER EXIT SIGN FARMED AND POURED CONC. , CvLUMN TRAVEL DISTANCE FLUSH PANELS OVER FURRING DENS-GLAS GOLD SHEATHING ON MTL. STUDS An R mill I 0 Mon m IE Worm TAPE Q FILM STORAGE ELEC. 2OOfv 208 0 ON PUBLIC RECEPTION IMPORTANT NOTE: "A" SERIES SHEETS INDICATE BUILDING SHELL INFORMATION. "SP" SERIES SHEETS INDICATE SPACE PLANNING, INTERIOR WINDOWS, EXTERIOR AND INTERIOR DOORS. "ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK E FINISHES. MR. B Tom_ E nnnm�um�nm = ,ou•u•noa oo•000u•w.Wo•oo•v voo .I ,� ., ,. � �a � nln n � • � � i �n '1 �, ■■I ■� -i • - • - III — .. . ']f WIE �n II - o •' \ �I - I I ; ; ; I I i ; 1 . C. • — NUMB 1I - III amnnnnnu,un .�.�����_�• I.; EXISTING STAIR U3 EXISTING ISTING �• CRRIDOR `` 1)OOP� � 90 MIND O ' � 209 Sr DOOR ,'' �• N IFR IFR WALL EXISTING EXISTING VAULT i WALL M MATO ALOWY TCH M of SKYBRID SSF - 69� o� •� U IIL� a 37-3W . 33 OC C FROMCOI.R'TFKIUSE TRAV. DIST EXISTING STAIR C:OWLIES 82 STAIR #3 LLN r0g LIFE SAFETY PLAN 4 SCALE: 3/32" = I -0' EXISTING COURT HOUSE SECOND FLOOR 9.867 Sr- GROSS/ KXUF - 99 OCCIPAMS ONE CENTRAL AND TWO SIDE STAIRS 99 OCXXPANTS / 3 STAIRS - 33 OC C PEP STAIR :3 EXISTING STAIRS 44' WIDE II RAILINGS STAIR 0 OCCUPANCY: GROUP-B BL FLOOR AREA: 12,032/100 = (BY 403.3 AT 110 MEN AND FIXTURE COUNT PER 403.11 FIXTURES REQUIRED: 3 WC FIXTU12ES PRO ED: 5 WC PROPOSED FLOOR AREA: EXISTING SECOND FLOOR, TOTAL SECOND FLOOR AR STAIR #2 EXISTING COURTHOUSE DIAGRAM (SECOND FLOOQ) FLOOR AREA - 12,032 S.F 3S AT I PERSON / 100 SF 'EOPLE (OMEN) 51/50, LAV'S 1/80, EWC 1/100 REQUIRED LAWS, I EWC HI -LOW. LAWS, I EWC HI -LOW. 12,032 SF 9,867 SF 21.899 SF < 51,000 SF (PER FBC TABLE 500) w Y - Z w a U) cn N m in o ~Qd N o Zp 1 Z a v p-rn w o 1 CLO(o Q 4 �Li� N U (L v ® _uj .J Q Z L) ?- U m4j a ��O w cD > a 03 1-- W w 1-Lo 0 2 U a uZ J Q w N D O U u o o LL IL SID 0z z > ZZ�jJq N O QoIL c[ m ►ul Onf WW O >F J E O� UO (LE ~nCQ° w w O CL L� m Y M Y y H O Z J O o h a m W � Z o o o U in Z WWcn In W � o a N M � N — O z © SEPT. '04 TNESE Pw s Mo THE 1141 RI/ATION SHOWN HEREIN ME THE PIWPFFIY 6 m INT)INS 1110V ARMMM4 PA MD REIRMUCMrA DMMD&M OR M TfHM7 N 111DIE M III W S DPRES9.T PRO- 190Rm WRHWf ►RRIEH PERIM". COMM. NO: 040503VB DATE: 20 S627200 BY: GVM SPS CH'KD: P-0 SHEET NO. LS-2 OF THREE OCCUPANCY: GROUP-B BUSINESS AT I PERSON / 100 SF 1 0 THIRD AND FOURTH FLOORS FLOOR AREA) 12,032/100 = 120 PEOPLE (BY 403.3 AT 110 MEN AND 110 WOMEN) FIXTURE COUNT PER 403.1E WC'S 1/50, LAV'S 1/80, EWC 1/100 REQUIRED FIXTURES 12EOUIRED1 3 WC-S. 2 LAWS, I EWC HI -LOW. FIXTURES PROVIDED, 5 WC'S, 5 LAV'S, I EWC HI -LOW, WALL RATING LEGEND I HOUR - UL NO. U419 (STL STUD) 2 HOUR - UL NO. U905 (CMU) 8" POKED CONIC. WALL PER FBC TABLE 709.2.1.1 = 4 H12 MIN SEE LS-1 FOR FLOOR. COLUMN AND BEAM R SYMBOLS LEGEND ® WALL MOUNTED FIRE EXTINGUISHER EXIT SIGN TRAVEL DISTANCE WALL LEGEND NEW WOOD STUD WALL NEW CMU WALL — FORMED AND POURED CONIC. SHEAR -WALL CONIC. FILLED CELL W/ 1 #5 VERT. BAR CONC. FILLED CELL PERMANENT INTERIOR STEEL STUD WALL (NOT DEMOUNTABLE TYPE) FORMED AND POURED CONC. COLUMN IGS MAXIMUM 6VG_OSLRE HEIGHT PER TABLE 600 IS 17. LIl cF] 319 lUJ MICROFILMSEARCH 6LP9RVISOR MECH. 320 A ZO LIII4' CCUPIED `� �, � N , I fi i� ------------- -------•- O� --- 0m -- ---- ---- N � � m — LLI --------------------- 0 Lc m LL O� a CV i u- —Q N ---------------------.— -- _ --- yB---------------- - - O EEL AND Q O% 0 STAINLESS STEEL AND 1 T _ N I TEMPERED GLASS RAILING N IL'LL �j• — SYSTEM ON CONIC. STAIRS,_ N In AD z SEE SHEET A-18. ---------------------�- O� .-- O --- g -- - --r------------------------- I 1 iV LL. <N m — Q lnLL CC) — m' ---, -- — ----- -----.— AVERAGE GRADE ..,. 25 STAND PIPE AND STAIRWELL C CHASE _ x. �j/'•- `•y11H.,—... nm.xm. nnnnn—iunnnnnmm.. •• •_- -- �. IN IN .� [ " iillillllll ................. I .............. Ill IN J . I ►• ..nnm - IBMii q1w, _� ® �/ / •— .IIIIIIIIe�1��i111...1.1...1 p"-v�R I� • _ • . it II;I • I — ® ■ �� III e:,• ..► ° �� `_ •_ �~ • i I _r _• "', ICI INI � ICI ICI ■ � ' _ _.• i► �I—� 114 .001 1= ��J� �gI •� ICI ►��'�; = c � — •� . / I III ►♦ • unnnn..un...n—x............=nxxx n_unm...... n % (TN I P?D FLOOP) j.I a TABLE 11 11 I■J� ■i■� 1■ mum, IN fi�■I ■��oo����i����dMai MM M1111 :11 IMPORTANT NOTE: T JOWER EXTE121012 WALL- . 8' S OVER 12' CMLI WITH -0- LADDER TYPE Izc REINFORCING AT Y O COLRSE FILL ALL ITH FILL 500 FOAM SEC O D LEVEL FF. I I TICK INTERIOR +3q,_3, 5/8• GYP. BD. ON I 1 Ill NG • 24• O.C. W/ 1 1/2' S PCAM 1 GETWEEJ. ROTLNDA CEILI 3/4' STUCCO ILI ON IB GALV. LATH ON GALV. 7/8' HA . ING • 24' O.C. ON I I/T GALV. CARRY] ' AT 48' O.C., SUSPENDED FROM CONIC, VE FIRST LEVEL FF. +213' ROTIIlDA WALL 0 WITH APPLIED TRIM, MEDALLI AND A WAINSCOT WITH CAP IM Go.ENLARGED ELEVA 3/AI4 THIS SHEET) NOTE GRADE AT ENTRY IS 1/4' LE BELOW SLAB ELEVATION 3/4' CSTAND PIPE AND STAIRWELL W/C CHASE LOBBY I 2 HR WALL— STAIR I I�) •) 1=�lool - © ...:� RILE 424 MECH. 425 SON STAFF H.EV. �2HR oDDR I C V. LOBBY' LNIs®c IHR "A" SERIES SHEETS INDICATE BUILDING SHELL INFORMATION. 'l SERIES SHEETS INDICATE SPACE PLANNING, INTERIOR WINDOWS, EXTERIOR AND INTERIOR DOORS. "ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK E FINISHES. 429 MARRIAGE OFFICE 413 OFFICE 421 WORK AREA 436 BREAK ROOM 437 w Z D_ w m =� a N°'o N Q 'Coo HMS m y Z w aN c � porn o- 0 is 4 a �W^ J N U CL = n � Z = QWv �m W J a ��O cl W m>a J Q W to DL O u ®z N zzd oa� �[M UQu- Wg ty of w ILL V 0 011 Of (n o 0 U W 0 Of O_ 0 L� ED Y w uj s 0 < o x m a � O o Z z 0 N In N a W L� z o z o M N — Z © SEPT. '04 THESE PUNS AND THE INFORMATION SHONN HEREIN ME THE l AND R Il l.1fl) dLIRx•F aN0lT A�IIECIE M MD Rill I II94 P RT IS 11RE3 OR 16E TII&AF d W IT d PAW R 101% PRO- f� Vol YIPoIIEN PEIM�dl. COMM. NO: 040503VB DATE: 20 SEPT., 200 BY: GVM CH`l PLC SHEET NO. L IS - 3 OF THREE DOOR SCHEDULE 0 MARK SIZE DESCRIPTION JAMB DETAILS REMARKS X WXHXD X X X X 01 (2) 3'-O°W X 8'-O"H X 1 3/ A CH SE IES IMPAC RATE WIDE STYLE STORE FRONT 4 1/2"XI 1/4° ALUM. I, 41A-18 PROVIDE BRONZE TINTED A FRAME IMPACT GLAZING WARRANTOIPOWDEF COATING ARCH SERIES IMPACT RATED I/A-18 PROVIDE BRONZE TINTED I3 WIDE STYLE STORE FRONT 4/A_18 S M IMPACT GLAZING W/ SIDE AND SIDELITES W/ RAL9016 LIGHT 10'FRAME WIDTH WHITE, 6 YEAR WARRANTY v POWDER COATING 3'-O°W X 8'-O'H X 1 3/4"'> PROVIDE BRONZE TINTEDIMPACT GLAZING W/ SIDE LIGHT 9'-6" FRAME WIDT ,— V 7TSTORE (2) 3'-O°W X 8'-O"H X 13/4 ARCH SERIES WIDE STYLE FRO P I/A-22 TEMPERED GLAZING 3 NO TRANSOM GLAS 8 3'-O" W X 6'-8" H X 1 3/4' OL RE WOOD, FLUSH BIRCH VENEER PAINT GRAD 16 GA. STEEL UN FRAM 9 10 SOLID CORE WOOD, FLUSH 8/A-18 4" W X 25' H VIEW PANEL I 3 BIRCH VENEER PAINT GRADE SIM. WIRE GLASS, KICK PLATE, 31-01 W x 81-p- H x 1 3/4'II ARCH SERIES WIDE STYLE STORE FRONT, ESP WHITE 4 1/2"XI 1/4" ALUFRAM.E 7/A-22 TEMPERED GLA 3 NO TRANSOM GLAS 12 3 13 3'-O" W X 6'-8" H X 1 3/4" SOLID CORE WOOD, FLUSH BIRCH VENEER PAINT GRADE 16 GA. STEEL 8/A_18 4° W X 25" H VIEW PANEL WIRE GLASS, KICK PLATE, WITH VIEW PANEL FRAME SIM. CLOSER, 90 MIN RATED 14 16 GA. STEEL DOOR, FLUSH 7'8/A-18 SIM. CLOSER I 3 90 MIN. RATED CORE WOOD, FLUSH OSOLID 15 BIRCH VENEER PAINT GRADE I/A-22 16 CDBLAST 3'-0' W X T-O" H X 1 3/4° STEEL/ ALUM. DOOR, FLUSH RESISTANT 1 8/A-18 SIM. NOTE tt 3 17 3' 0' W X 6)8° H X 1 3/4' 16 GA. STEEL DOOR, FLUSH I/A-22 UNDER CUT 1/2" 18 8/A-18 CLOSER SIM. 4 MIN RAT 19 16 GA. STEEL DOOR, FLUSH I/A-22 6" W X 25' H VIEW PANEL. CLEAR I/4' TEMP. GLASS WITH VIEW PANEL SOLID CORE WOOD, FLUSH KICK PLATE 3 20 BIRCH VENEER PAINT GRADE 6° W X 30' H VIEW PANEL WITH VIEW PANEL CLEAR I/4° TEMP. GLASS 21 16 GA. STEEL DOOR, FLUSH 7,8/A-18 6" W X'25" H VIEW PANEL 1 3 WITH VIE PANEL SIM' CLOSER, 45 MIN 12ATED 6" W X 25" H VIEW PANEL 22 I/A-22 CLEAR 1/4' TEMP. GLASS 23 7,8/A-18 6" OXWR E GL NSSPANEDL 3 SIM. 24 16 GA. STEEL DOOR, FLUSH I/A-22 UNDER CUT I/2" A- 25 CLOSER, 90 MIN. RATED 26 (2) 3'-O"W X 6'-8'H X 1 3/4 7,8/A-18 SIM. 27 3'-0" W X 6-8" H X 1 3/4' 16 GA. STEEL DOOR I/A-22 4" W X 25" H VIEW PANEL WITH VIEW PANEL CLOSER, I JHOUR RATED _ 28 3'-O" W X 6'-8"" H X 13/4' I6 GA. STEEL DOOR, FLUSH IMPACT RATED 16 GA" FRAME EEL B/A 18 RAIN DRIP CLOSER A 29 3'-O' W X b'-8' N X 13/4° 16 GA. STEEL DOOR 8/A-18 4- ER RATED WITH VIEW PANEL SIM. OS90 MIN 30 3'-0" W X 6-8" H X 1 3/4" 16 GA. STEEL DOOR, FLUSH 8/A-18 RAIN DRIP IMPACT RATED 7 CLOSER — 31 (2) 3'-O'W X 8'-O"H X 1 3/4 ALUMINUM GATES ALUM. I/A-10 CANE ASTRIGAL 32 101-01W X 9'-0"H X 1 3/4° OVERHEAD COILING SERVICE DOOR GCT PAINTED GALV _ GAUGE TO COMPLY WITH IMPACT RATED STEEL CURRENT WIND LOADS 33 (2) 3'-O'W X 6'-8"H X 1 3/4 CLINE ALUMINUM FRP DOOR FULL LOUVER, IMPACT RATED ALUM. FRAME 7/A-18 p IMPACT ACT L UVER 1NEEN 34 3'-O" W X 6-8- H X 1 3/4' 16 GA. STEEL DOOR, FLUSH (STEEL FRAME 8/A-18 IN IP CLOS V W HOLE 3 35 3'-0" W X 8'-0' H X 1 3/4" 16 GA. STEEL D(OR, FLUSH CLOSER IMPACT RATED NOTES: I.) - 16 GA. STEEL FRAME IN MASONRY WALLS - 4" HEAD ° 2.) - 16 GA. STEEL FRAME IN STEEL STUD WALLS - 2" HEAD, 3.)- OVERLY DOOR COMPANY, ENDURE BLAST DR. 1-800-979-7300 M D L NO. LRB / O SI BL S . 4.)- A CE TABL O OUAL O S O EF ONT DOORS AND WINDOWS IS KAWNEER, OR CGI 450 LARGE MISSILE IMPACT SERIES. 5.)- GLASS COLOR IN ALL EXTERIOR DOORS AND WINDOWS SHALL BE 33 BRONZE TINTED. INTERIOR GLAZING SHALL BE CLEAR. I "A" SERIES SHEETS INDICATE BUILDING PROGRAMMING COMPARISON SHELL INFORMATION, A "SP" SERIES SHEETS INDICATE SPACE PUBLIC INFORMATION DIVISION - TAB 7 PLANNING, INTERIOR WINDOWS, AREA REQUIRED AT 5 YRS = 924 SF EXTERIOR AND INTERIOR DOORS. AREA PROVIDED = 994 SF "ID" SERIES SHEETS INDICATE INTERIOR ARCHIVAL/ACTIVE DOC. STOP. = 2660 SF DIMENSIONS CASEWORK CT. MAIL 36' --- MIN. CLEAR LES 0 GENERATOR 021 ° 32 FINISHES. LEASE SPACE "A" = 1242 SF LEASE SPACE "B" = 1780 SF Fv-1 REFER TIO SHEET A-22 FOR CASEWORK AND CABINETRY CLARIFICATION - ONLY THE CASEWORK AND CABINETRY, (DRAWN ON SHEETS ID-6, ID-7, AND ID-8), AND THE WALLS (DEPICTED ON THE WALL LEGEND ON SHEETS ID -I THRU ID-5), SHALL BE SUPPLIED BY THE GENERAL CONTRACTOR AND INCLUDED IN THE BASE BID. ALL OTHER SYSTEMS FURNITURE, EQUIPMENT, DESKS, TABLES, CHAIRS, FLAT FILES, CAMERA STANDS, SERVERS, UPS IN COMPUTER ROOM, MEDIA FILES IN COMPUTER ROOM, COPY MACHINES, FAX MACHINES, CARTS, METAL SHELVING MARKED N.I.C., CARRELS MARKED N.I.C., FILE CABINETS AND SIMILAR ITEMS DEPICTED ON THE SP SHEETS ARE NOT TO BE INCLUDED IN THE BASE BID. WINDOW SCHEDULE 0 A A TLANTI C AVENUE PUBLIC SIDEWALK un_ N A Pt -DATA / PLANTER ATORLOBBY 003 35 - -I UP j 13 STAIR I - ---- j 1 I O ..nnnrnnnnnnnl��nlnN•�n�11I�lInwN � IS R T \ i dAGRAND LOBBY ELEC E -TFO-07 AL DE ECTOI2 -nilnmm�mnnmm�mmnr..ummnun�a � � . ISLAS INFORMATION 'e _ ® 4 WE nnnn I—-mm�nnunnunnnnnmm�nnnunuw11w11nnnnnumnmmnnminnnn nxmm�nnm A VES 26 ',L-7 MECH. 018 25 '. YAR[� TAIR 2 AVEL) 27 --T, 11 MIN.R CLEA AISLES L5 Kd EASE SPACE 017 1242 SF THIS KRONOS SYSTEM IS PROVIDED AND INSTALLED BY THE OWNER AT EACH FLOOR. L j IT IS THEIR TIMECARD CHECK IN/OUT SYSTEM. GENERAL CONTRACTOR SHALL PROVIDE HOV WALL OUTLETS FOR THE PLUG-IN SYSTEM.OUTLETS SHALL BE MOUNTED 44" ABOVE FINISH FLOOR. .V. 020 FUTURE COMMERCIAL TAFF KITCHEN L 6 AREA :LEV, LEASE SPACE 023 n 1780 SF OT01=M �2 ELEV. LOB yl— 1 022 29 30 31 EXIT / / I / 1 I I � r /\ SPACE_ PLANNING SCALE 1/8" = 1'-0" TWU WALL HOOD EXHAUST AND MAKEUP AIR, VENTILATOR A (STREET LEVEL) FLOOR AREA — 10,384 S.F. O No ENTRY ROTUNDA (TWO STORY) A I N TEI THIS IS AN ELECTRIC DOOR FOR HANDICAP I ACCESS SEE SECTION 08710 I 0 — Q PLANTER O Z 0 (1 0 0 w 0 I LJL O - O ■ Iry I- LL] Qx z° I ,�n v / I - m I I I �I O / W Y d o - ZCL W m N �O L+.I Q :D co N01� N mN N o F- Q •4 Z_0 Z a U �rn OLLI co a- O Ln J En U = dLd v F J Q Z U )i-mW wOZ J Q In LLIw = W ca > a. .x1/m14lp�fl'�Nnlgl' J111"mll.,-AdIM1111I i pII1,pp1.w...11111111111 In11U��u��u���llllw. � IIIIn..A� IIIn..111� O U uJ Q 1 � 0z Iz- Wrn Z>m 0Qje �m t1i 1U0 WO O � J lL >> J O I- U0 U)°LL 1-- U W m O 0- u- THE NPTA Ml SHM HEWVI ME THE PMPDM Is OwYIO 6m1•w wN1ET AMINUM PA RID R010=110K 0 IM 111AEaP w wxm¢ M III W 6 DP19SS.T Nn- IIIIPw wmw MEN POw®OX. COMM. NO: 040503VB DATE: 20 SEPT- 200• BY: GVM CH'KD: PU1D SHEET NO. SP-1 OF FIVE RR DOOR SCHEDULE MARKI SIZE DESCRIPTION JAMB DETAILS REMARKS X WXHXD X X X X 3'-O" W. X SOLID CORE WOOD W/ STEEL FRAME O 6'-8° H. X I-3/4" BIRCH VENEER, PAINT 16 GA. I/A-2 6" W X 30"H VIEW PANEL GRADE W/ VIEW PANEL CLEAR 1/4" TEMP. GLASS 16 GA, STEEL DOOR 41 FLUSH UNDERCUT I/2' 42 HOLLOW CORE WOOD W/ BIRCH VENEER 2" ALUMINUM PER FRAME PAINT GRADE, FLUSH MANUF. 43 SOLID CORE WOOD W/ BIRCH VENEER, PAINT STEEL FRAME I/A-2 4"W X 25" H VIEW PANEL GRADE W/ VIEW PANEL Ib GA. SIM. IRE GLASS, KICK PLATE, CLOSER, 90 MIN. RATED O HOLLOW CORE WOOD W/ BIRCH VENEER q^ ALUMINUM PER UNDERCUT PAINT GRADE, FLUSH FRAME MANUF. I/2' O 1 � O 16 GA. STEEL DOOR 16 GA. I/A-22 FLUSH STEEL FRAME 47 8/A-18 CLOSER 45 MIN. RATED O SOLID CORE WOOD, FLUSH, W/ BIRCH VENEER, I/A-22 U.C. 1/2" PAINT GRADE 49 HOLLOW CORE WOOD W/ BIRCH VENEER, PAINT 2" ALUMINUM PER W GRADE W/ VIEW PANEL FRAME MANUF. 6° X 3O1H V.P. CIA12 1/4" TEMP. GLASS 50 SOLID CORE WOOD, FLUSH, W/ BIRCH VENEER, STEEL FRAME I/A-22 U.C. 1/2" 16 GA. PAINT GRADE 51 86112CH SOLID CORE WOOD W/ VENEER, PAINT 24"W X 54' H VIEW PANE WIRE GLASS, FIRB-ITE OR SAFTI BADE W1 V.P. ✓; TRANSO 7/A-2 36"W X 14"H TRANSOM I HP PATD.CLOSER 53 54 I'-6' W. X 6'-8' H. X 1-3/41 HOLLOW coaE wood W/ BIRCH VENEER 2" ALUMINUM PER U.C. 1/2" PAINT GRADE, FLUSH FRAME MANUF. 55 3'-0" W. X 6'-8' H. X I-3/4" HOLLOW CORE WOOD W/ BIRCH VENEER, PAINT 6' W X 30"H V.P. G L CL AR 1/4" TEMP. GLASS 3'-O" W. X ARCH SERIES IMPACTPROVIDE I-I/4' 1,4/A-I BRONZE TINTED 56 8'-O" H. X 1-3/ "RATED WIDESTYLE STORE �4-1/2"X LUM, FRAME SIM. IMPACT GLAZING 8'-O° W. FRONT E SIDELITES FRAMES ESP WHITE FRAME W/ SIDELITES 57 I 3 58 59 3'-0" W. X 6'-8' H. X I-3/4" HOLLOW CORE WOOD W/ gIRCN VENEER, PAINT 2" ALUMINUM PER 6" W X 3O'H V.P. GRADE W/ VIEW PANEL FRAME MANUF. CLEAR 1/4" TEMP. GLASS 3'-0" W. X SOLID CORE WOOD W/ I STEEL FRAME O 6'-8° H. X 1-3/4° BIRCH VENEER, PAINT GRADE,FLUSH 16 GA. I/A-22 U.C. 1/2" SOLID CORE WOOD W/ 6" W X 30"H V.P. bl BIRCH VENEER, PAINT CCLEAR I/4' TEMP. GLAS 62 ARCH SERIES IMPACT RATED WIDESTYLE STORE 4-1/2' X I-1/4' IA/A-I PROVIDE BRONZE TINTED IMPACT GLAZING 9'-6" W. FRONT S SIDELITES FRAMES E P WHITE ALUM. FRAME SIM. FRAME W/ SIDELITES O(2) 3'-0" W. X 16 GA. STEEL DOOR STEEL FRAME 7/A-18 - 6'-8° H. X 1-3/4" FLUSH 16 GA. O3'-0" W. X 6'-8" H. X 1-3/4' HOLLOW CORE WOOD W/ BIRCH VENEER, PAINT 2" ALUMINUM PER 6" W X 30"H V.P. GRADE W/ VIEW PANEL FRAME MANUF. CL AR 1/4" TEMP. GLASS O SOLID CORE WOOD, FLUSH, W/ BIRCH VENEER, STEEL FRAME I/A-22 U 16 GA. PAINT GRADE 16 GA. STEEL DOOR 4"W X 25" H VIEW PANEL 67 W/ VIEW PANEL WIRE GLASS, CLOSER I HR RATED 8/A-18 4'W X 25' H VIEW PANEL O SIM. WIRE GLASS, CLOSER 90 MIN. RATED 69 SOLID CORE WOOD, FLUSH, W/ BIRCH VENEER, I/A-22 U.C. 1/2" PAINT GRADE I.) - 16 GA. STEEL FRAME IN MASONRY WALLS - 4" HEAD 2.) - 16 GA. STEEL FRAME IN STEEL STUD WALLS - 2" HEAD. 3.) - ACCEPTABLE ALTERNATE FOR STOREFRONT DOORS IS KAWNEER OR CGI 450 LARGE MISSILE IMPACT SERIES. 4.)- GLASS COLOR IN ALL EXTERIOR DOORS AND WINDOWS SHALL BE BRONZE TINTED. INTERIOR GLAZING SHALL BE CLEAR. 5.)- THE DOORS IN THE ABOVE SCHEDULE MOUNTED INTO THE PORTABLE WALL PANELS IN 2" ALUMINUM FRAMES SHALL BE SUPPLIED BY THE MANUFACTURER OF THE PORTABLE WALL PANELS. ALSO REFER TO SPECIFICATION SECTION 08354, ARTICLE 2.05, ' - ALUMINUM FRAME LOCATED IN 12ELOCATABLE PARTITION. COUNTY COURT DIVISION A3 TRAFFIC DEPT. TAB-4 AREA CURRENTLY REQ'D. 2417 SF AREA REQUIRED IN 5 YEARS 3143 SF 0 MISDEMEANOR DEPT, TAB-4 I AREA CURRENTLY REQ'D. 3187 SF I AREA REQUIRED IN 5 YEARS 3913 SF TWO DEPARTMENTS CONSOLIDATED TO SHARECOMMON AREAS AND PUBLIC AREAS. AREA PROPOSED: I 3 WORK STATIONS 4013 SF SHARED PUBLIC AT 2/3 1096 SF TOTAL: 5109 SF AREA CURRENTLY OCCUPIED: 3157 SF INCREASE PROVIDED 1952 SF (5109 / 3157 = 1.61 APPROXIMATELY 61% INCREASE OVER EXISTING) CIRCUIT CIVIL DIVISION. TAB-2 (FORECLOSURE, APPEALS, SMALL CLAIMS) AREA CURRENTLY REQUIRED 2776 SF AAREA REQUIRED IN 5 YEARS 3381 SF / THESE THREE DEPARTMENTS CONSOLIDATED TO SHARE PUBLIC AREAS. AREA PROPOSED: WORK STATIONS 2894 SF SHARED PUBLIC AT 1/3 548 SF TOTAL: 3442 SF 3 AREA CURRENTLY OCCUPIED: 1380 SF INCREASE PROVIDED 2062 SF (3442 / 1380 = 2.49 APP120XIMATELY 149% INCREASE OVER EXISTING) 3 PUBLIC SEATING (CALCS.) TRAFFIC REQUIRES 4 TO 6 MISDEMEANOR REQUIRES 10 TO 12 SMALL CLAIMS REQUIRES 4 TO 6 1 CIRCUIT CIVIL REQUIRES 8 TO 10 TOTAL: 26 TO 34 NUMBER PROVIDED 37 (24 CHAIRS AND 13 PUBLIC 3 VIEWING STATIONS) CASEWORK AND CABINETRY CLARIFICATION - ONLY THE CASEWORK AND CABINETRY, (DRAWN ON SHEETS ID-6, ID-7, AND ID-8), AND THE WALLS (DEP CTED ON THE WALL LEGEND ON SHEETS ID-1 THRU ID-5), SHALL BE SUPPLIED BY THE GENERAL CONTRACTOR AND INCLUDED IN THE BASE BID. ALL OTHER SYSTEMS FURNITURE, EQUIPMENT, DESKS, TABLES, CHAIRS, FLAT FILES, L RA STANDS, SERVERS, UPS IN COMPUTER ROOM, MEDIA FILES IN UTER ROOM, COPY MACHINES, FAX MACHINES, CARTS, METAL SHELVING ED N.I.C., CARRELS MARKED N.I.C., FILE CABINETS AND SIMILAR ITEMS DEPICTED ON THE SP SHEETS ARE NOT TO BE INCLUDED IN THE BASE BID. ® / FOR ILE A -VID. STOP. SECSECT:N 10670 SCHEDULE O 103 j /h1/ 11 IL_- r,� LIJ I JAN. BREAK Coo F105-1 41 40 1 CC-5 CC-4 q INS IBM I �EI SECURE FILES OPEN OFF 1 13-1 F114 CC uac-EEP,1111' I I I 1 ---------- �n -------- C-1 3 CC--3 CC-2 IA A 9--- r -- 2---- SCHEDULE FOR WIREGLASS IN DOORS AND TRANSOMS 3 STREET LEVEL: WIRE GLASS IN DOORS 10,13,21,23,27,29 CLEAR Y4" TEMPERED IN DOORS 7,11,12,19,20,22 FIRST FLOOR: 3 WIRE GLASS IN DOORS 43,67,68 CLEAR Y4" TEMPERED IN DOORS 40,49,55,59,61,65 WIRED FIRLITE OR SAFTI GLASS IN DOORS AND TRANSOMS AT 52,53 SECOND FLOOR WIRE GLASS IN DOORS 70,90,91,92 3 CLEAR Y4" TEMPERED IN DOORS 80,81,85,89,97,102,103,104,105 WIRED FIRLITE OR SAFTI GLASS IN DOORS AND TPANSOMS AT 76,77 ItHIRD FLOOR WIRE GLASS IN DOORS 112,132,133 CLEAR Y4" TEMPERED IN DOORS 125,128,129,130,135,138,141,142,145,146,147,148 WIRED FIRLITE OR SAFTI GLASS IN DOORS AND TRANSOMS AT 113,114 FOURTH FLOOR WIRE GLASS IN DOORS 181,182,208 CLEAR Y4" TEMPERED IN DOORS 162,164,165,166,167,170,173,174,175,176,177,179 ,184,185,186,188,189,191,193,196,197,198,199,203,205,206,207 WIRED FIRLITE OR SAFTI GLASS IN DOORS AND TRANSOMS AT 209,210 N /TRANSOM I iv I co ELEV. OF DOORS 52, 53, 76, 77, 113, 114, 209, 210 I 3 n MECH. II7 TAIR 2 ELEVATOR LOBBY 101 II I I RAID ACCESS TA NI ELEV. I`11°I ELEV. EL1(=�mmmwjJ F-111-1 17(@ MEN 50 !� • I UNISEX \� PUBLIC WAITING lyl _ CIRCUIT Ili ill ■ ICI ICI ■ CIVIL 13 ill I Ili it 0 III _ _ ■ fl I■I ■ Ili �1""�i I■I I.1 I.I r`� r u�u � I MPORTANT NOTE! 3 "A" SERIES SHEETS INDICATE BUILDING SHELL INFORMATION. "SP" SERIES SHEETS INDICATE SPACE PLANNING, INTERIOR WINDOWS, EXTERIOR AND INTERIOR DOORS. "ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK E FINISHES. \ V N - TS-I�\ 54 I r OFFICE 126 I HOUR 55 LJL 45 MIN ----- ,, E-------- T-10 OPEN OFFICE F125 1--2 LOW WALL 56 T=11_ T=3D T-7 O ---- 7=4 N Z T8 T12 O m ( 57 0 T=13 Q L--5❑ m ---- Low T-9 r� r WALL --- M-13 I- E S�n FILE M=12 -r6 HIGH ----- WALL FOs ILE 3CART; 6' MIN. CLE ----_ IIb AISLE I I i i t 64 C 1•1ilia I I • L II L III • . �T7 4 e ' �.mm�unux�uY_nxnnunni_ z r I � I M ' - / 7 I I M`3 11 '-2 DD �� 01 • ul_mu■nmm101nm� g ��� III• No a a � SPACE PLANNING (FIRST FLOOQ) SCALE: 1/8" =1'-0" FLOOR AREA - 10,616 S.F. OCCUPA CY: GROUP-B BUSINESS AT I PERSON / 100 SFTOTAL FLOOR AREA: 8600/100 = 86 PEOPLE (BY FBC PLUMBING 403.3 AT 43 MEN AND 43 WOMEN) FIXTURE COUNT PER 403.1: WC'S 1/50, LAV'S 1/80, EWC 1/100 REQUIRED FIXTURES PROVIDED: 6 WC'S, 4 LAV'S, I EWC HI -LOW. REFER TO SHEET A-22 FOR WINDOW SCHEDULE /3\ A NOTE: THESE 3 WALLS ARE ALL DIFFERENT. THE LOW WALLS ARE SYSTEMS FURNITURE SUPPLIED BY THE OWNER. THE RELOCATABLE PARTITIONS (ALSO CALLED PORTABLE WALL PANELS) AND THE PERMANENT PARTITIONS SHALL BE BY THE GENERAL CONTRACTOR. ADHERE TO THE WALL LEGEND ON SHEETS ID-1 THRU ID-5 FOR CLARIFICATION. I' W J a o Z a w m w a ((0 V) 0) N m N Q o o H Q 't Z0 1 Z LJ o U g 0 ER Cn a0ID F- Z Q a L'' N „ aLjj Z rm W J a two W m>a A 11111ln,_eld oil � a��I�IINNlluih� " �INI�II�"��IIIIINID� I 0 U I- 0 u- IL oQ �^,� :m oQ� 1__IL m W W� >�a -I� U0 �06 �°° U LJ cr o (L L� mosonn■' D L'ao w L4 91 H Y o r a > D W = In o O ~ 0 N O N W W W O d Z N a U W 0 O M W © SEPT, '04 THESE PLANS MD THE INFORMATION SHOWN HEREIN ARE THE NmPFRIT DF iDIMO wRNAS .1gET Now= iNE1®F N M11WE OR N PART SWT P H9RD WRIIOIIf IoRrrmR PEIiISSM COMM. N0: 040503VB DATE: 20 SMIT., 200 BY: GVM/ SPS/EPH CH'KD: PD SHEET NO. SP-2 OF FIVE FR-1 L DOOR SCHEDULED CIRCUIT CRIMINAL DIVISIO MARK NOTES` FELONY COURT DEPT. TAB-3 I.) - 16 GA. STEEL FRAME IN MASONRY WALLS - 4" HEAD SIZE DESCRIPTION JAMB DETAILS REMARKS X W X H X D X X X X AREA CURRENTLY REQUIRED 7152 S 2.) - 16 GA. STEEL FRAME IN STEEL STUD WALLS - 2" HEAD. SOLID CORE WOOD W/ 70 3'-O" W. X CH VENEER, PAIN STEEL FRAME I/A-22 4'W X 25° H VIEW PANEL AREA REQUIRED IN 5 YEARS 7878 3.)- ACCEPTABLE ALTERNATE FOR ;iTUREFRONT DOORS IS 6'-8" H. X 1-3/4' 6R L 16 GA. 51M. KICK PLATE, CLOSER 90 MIN. RATED AREA PROPOSED: KAWNEER OR CGI 450 LARGE MISSILE IMPACT SERIES. WORK - 17 STATIONS 2617 SF I 4.)- GLASS COLOR IN ALL EXTERIOR DOORS AND WINDOWS FILING AND VAULT (819 L.F.) 2746 SF 3'-0" W. X ARCH SERIES IMPACT "1,4/A-18 PROVIDE BRONZE TINTED 71 8'-O" N. X I-3/ RATED WIDESTYLE STORE UM. FRAME SIM. 1MpgCT GLAZING SHALL BE BRONZE TINTED. INTERIOR GLAZING SHALL BE CLEAR. SNARED PUBLIC AT I/2 1070 SF FRONT E SIDELITES FRAMES E P WN TE 8'-2" FRAME WIDTH 5.)- THE DOORS IN THE ABOVE SCHEDULE MOUNTED INTO THE TOTAL 6433 S PORTABLE WALL PANELS IN 2"ALUMINUM FRAMES SHALL BE 72 3 AREA CURRENTLY OCCUPIED: SUPPLIED BY THE MANUFACTURE''-R OF THE PORTABLE WALL PA( WORK - 12 STATIONS 1122 S ALSO REFER TO SPECIFICATION SECTION 08354, ARTICLE 2.05. 3'-0" W X 16 GA. STEEL DOOR STEEL FRAME O FILING (389 L.F.) 1774 S - ALUMINUM FRAME LOCATED IN RELOCATABLE PARTITION. 6-8" H. X 1-3/4° FLUSH 16 GA. I/q_22 U.C. 1/2' TOTAL; 2896 INCREASE PROVIDED 3537 SF 74 8/A-18 CLOSER (6433 / 2896 = 2.22 APPROXIMATELY SIM. 45 MIN. RATING 122% INCREASE OVER EXISTING) Iran 75 _ BAL NY FOR FELONY FILINGS DEPT. TAB-3 SOLID CORE WOOD, FLUSH, BIRCH VENEER, 1/A 22 U.C. 1/2" PAINT GRADE 71 AREA CURRENTLY 3'-O" W. X SOLID CORE WOOD W/ BIRCH VENEER, PAINT 16 GA. 7/A-22 24'W X 54' H VIEW PANE 76 REM. 3319 SF AREA REQUIRED IN 5 YEARS 3319 SF 6'-8" H. X 1-3/4" BADE W/ V.P. E TRANSO STEEL FRAME 36"W X 14"N TRANSOM I HR RAT D, CLOSER AREA PROPOSED+ 72 3i A WORK - 16 STATIONS 2502 SF FC-16 O FILING (126 L.FJ 189 SF SHARED PUBLIC AT 1/2 1070 SF TOTAL 3761 SF O ! v - X SOLID CORE WOOD, 78 6-8-8" H. H. X X I-3/4° FLUSH, W/ BIRCH VENEER, I/A-22 U.C. i/2 Q PAINT RADE AREA CURRENTLY OCCUPIED:' WORK - 10 STATIONS 1570 SF FILING (26 L.F.) 52 SF ~' O _T__ I _�t_ TOTAL: 1622 SF (ten J I I I I I I I I I I I I I I I I al I I I I� I I I NI I I I I I I I xl I I I I I I I T — — CASEWORK AND CABINETRY CLARIFICATION - ONLY THE CASEWORK AND CABINETRY, (DRAWN ON SHEETS ID-6, ID-7, AND ID-8), AND THE WALLS (DEPICTED ON THE WALL LEGEND ON SHEETS ID-1 THRU ID-5), SHALL BE SUPPLIED BY THE GENERAL CONTRACTOR AND INCLUDED IN THE BASE BID. ALL OTHER SYSTEMS FURNITURE, EQUIPMENT, DESKS, TABLES, CHAIRS, FLAT FILES, CAMERA STANDS, SERVERS, UPS IN COMPUTER ROOM, MEDIA FILES IN COMPUTER ROOM, COPY MACHINES, FAX MACHINES, CARTS, METAL SHELVING MARKED N.I.C., CARRELS MARKED N.I.C., FILE CABINETS AND SIMILAR ITEMS DEPICTED ON THE SP SHEETS ARE NOT TO BE INCLUDED IN THE BASE BID, ELEVATOR LOBBY 201 HOLLOW CORE WOOD W/ 3'-O. W. X 2" ALUMINUM PER INCREASE PROVIDED: 2139 SF FC-17 HI -DENSITY FILES FILE 80 6'-8' H. X I-3/4° BIRCH VENEER, PAINT FRAME MANUF. W X 30'N V.P. (376 / 1622 = 2.31 APPROXIMATELY 204 205 GRADE W/ VIEW PANEL 131% INCREASE OVER EXISTING);�Jl=24' X IC 7240 LF - I 73 DATA ELEV. PUBLIC AREAS REQUIRED (WAITING) 3 �' AISLE 36" M N. CLEAR ELEv. O-__--_-IAISL S FELONY COURT 3 TO 5 - 16 GA. STEEL DOOR STEEL FRAME 8/A-18 FELONY FILINGS 5 TO 6 0 82 45 MIN, RATED INERGEN �, ___--------_ 3 74 ELEC. MEN 78 FLUSH 16 GA. SIM. TOTAL 11 REQ'D. (14 PROVIDED) BOTTLES FOR FIRE ------------------- - ROOM 209 16 GA. 83 FLUSH STEEL DOO E SUPPRESSION �W --- --_ _-- PUBLIC AREAS REQUIRED (WORK/REVIEW) SEE SHEET FS- --__- d ® HI 3'-O" W. X ALUM. FRAME I SM18 TINTED IMPACT GLAZING o ® ® L( O 8'-0" H. X I-3/4" RATED STORE FRONT FELONY FILINGS ATTORNEYS = i SERIES IMPACT ONZE FELONY COURT 3 PRESS E ATTORNEYS FRAMES ESP WHITE 3 - ------------------- -- UNISEX WOMEN 3'-0" W. X GRADE W/ VIEW PANEL / 2" ALUMINUM PER 4 CARRELS _ _ _ _ _ _ _ 213 _ 24' X 5 - 120 LF 85 6'-8" H. X I-3/4' BIRCH NERVIER, PAINT fib° W X 25'H V,P. 2 MICROFICHE READERS ----------- -- 75 212 8FRAME MANUF. 2 PUBLIC DEF./STATE ATTY. 84 TOTAL: 15 REQUIRED (18 PROVIDED) CARREL N.I.C. 3'-6" W. x >_ TAPE FILM STORAGE 3 'MIN. CLEAR n n n n 86 7•_O° H CHAIN LINK 9 GA. — LOCKABLE STORAGE/FILING EXISTING AND PROPOSED z HOLLOW CORE WOOD W/ FELONY COURT (4830 SF REO'D.) 452 LF 819 LF O 8 16 87 6' 8'ON. X 13/4" BIRCH VENEER, PAINT 2" A UMINUM PER FELONY FILINGS (400 SF REQ'D.) 26 LF 126 LF Q 83 ❑❑ GRADE FLUSH FRAME MANUF. ® / O(2) 3'-0' W. X ib GA. STEEL DOOR STEEL FRAME _ PLUMBING FIXTURES CALC EXISTING AND PROPO ED ili- fA 1 6'-8' H. X I-3/4° FLUSH 16 GA. 7/A-18 . AREA 12,032 100 PER PERSON = 120.32 OR 121 E ID. COST D. 85 -r i 1 -3 HOLLOW CORE WOOD W/ PERSON FC-I8 co I _ 3'-O" W. X 2" ALUMINUM PER WC I PER 50 - 2.42 = 3 (PROVIDED 5) 6 1 89 6'-8" H. X I-3/4" BIRCH VENEER, PAINT FRAME MANUF. *6" W X 30"H V.P. LAYS I PER 80 = 1.51 - 2 (PROVIDED 5) GRADE W/ VIEW PANEL �A D.F. I PER 100 = 1.21 = 2 ( PROVIDED 2) 87 3'-0" W. X 16 GA. STEEL DOOR STEEL FRAME 4'W X 25" H VIEW PANEL GATE EVID. VAULT O 6'-8" H. X 1-3/4' I/A-22 CLOSER 219 W/ VIEW PANEL 16 GA. 6. a I HR RATED BIONAZARD`�,86 " tL 3 ❑o 4'W X 25" H VIEW PANEL 10 W 91 8/A-18 CLOSER E V. OB Y " SIM. 90 MIN. RATED STAIR 3 4'W X 25" N VIEW PANEL 218 Q CLOSER 40 _F i6 I HR RATED SOLID CORE WOOD, Ir=` 93 FLUSH, W/ BIRCH VENEER, I/A-22 U.C. I/2" ! i rr��rn r rn .. �l 94 O HOLLOW CORE WOOD W/ BIRCH VENEER, PAINT 2" ALUMINUM PER FLUSH FRAME MANUF 96 16 GA. STEEL DOOR FLUSH STEEL FRAME I/A-22 U.C. 1/2" 16 GA. KICK PLATE O SOLID CORE WOOD W/ BIRCH VENEER, P INT GR q L *6" W X 30"H V.P. 98 3'-0" W.I-3/ X 8'-O " H. X ARCH SERIES IMPACT RATED WIDESTYLE STORE -1/2' X I-i/4° 1,4/A-18 PROVIDE BRONZE TINTED IMPACT GLAZING FRONT E SIDELITES FRAMES ESP WH TE UM. FRAME SIM, 7-6" FRAME WIDTH PROVIDE BRONZE TINTED O 3 IMPACT GLAZING 8'-O" FRAME WIDTH 101 l02 3'-0" W. X 6'-8- H. X 1-3/4- HOLLOW CORE WOOD W/ BIRCH VENEER, PAINT 2" ALUMINUM PER *6" W X 30'N V.P. GRADE W/ VIEW PANEL FRAME MANUF. 03 05 06 3'-0" W. X ARCH SERIES IMPACT RED ATWIDESTYLE STORE 4-1/2' X 1-1/4' IA/A-I8 PROVIDE BRONZE TINTED 8'-0" H. X I-3/4" FR�S� WTI ALUM. FRAME SIM. IMPACT GLAZING 7-6° FRAME WIDTH 3 FXI REFER TO SHEET A-22 FOR WINDOW SCHEDULE / v /IN SCALE: 1/8" = I' -OK e 0 MECH. 223 81 01 DAILY VAULT 80 01 I MPORTANT NOTE: "A" SERIES SHEETS INDICATE BUILDING SHELL INFORMATION. "SP" SERIES SHEETS INDICATE SPACE PLANNING, INTERIOR WINDOWS, EXTERIOR AND INTERIOR DOORS. "ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK E FINISHES. mmn==nnmm nnnmi==mm�nnnumMEN 111, (111 ,$ i"UPSTAIR I i11y a11DN • ■ \.• ® ■ ��0 \♦ PUBLICRECEPTION `■ eFI ❑ TABLE O 10 ❑ N.I.C. FF-2 ❑ 211 ❑� ®OPEN OFFICE 210 PRINTER STATE ATTY. [U=J FFFR-4 F12-5-------- F.F. ❑�D o ------ ------ DD SU�-PER\/. L— 2' SYSTEM ( I FURN. FF-9 FF-8 FF-7 FF-6 (� ❑CDFF-I 217 l02 z OPEN OFFI J 36' MIN. CLEAR 0 216 AISLES 222 m FF-14 OPEN OFFICE DoJ I I I I I 221 O W o, o v_I o -- !;--- i-------- -------��--------- — J FCC-6 FC 5 STAFF ELEV. 93 •__2 3=0 I P I' 1/8" - I'-d" N I I I I WORK/COPY x Q PRINTERS L O —J L _—J ❑ ❑ ❑ F.C. FC-4 FC-3 FC-2 SUPERV. OPEN OFFICE 9 224 225 FC-9 FC-10 FC-il ,�, ❑ ❑ ❑ LLOHE F OOIt 60" H. COPY FC-12 OPEN OFFIC TT; .; cTa o -C- CT- - - ' CONF. 228 FL. WORK FC-13 ❑ STATUTES OPEN OFFICE 227 1 95 97 ❑ ❑ 0 FC-14 FC-1 0 �❑ STOR JAZ 231 - 9 r m 106 (SECOND FLOOQ) FLOOR AREA — 12,032 S.F. J a p °- w _z m w t0 Q V) N O Q V)m S Zal za W g porn �OLo J N z 1w_— J Q v U >-m W J a =0O W ccD > a. e111111111��nAll�le� .nIIIIIII�������u�III1nI ul�Ni"'�I�IIUI In, el��l : Q w In O U uJ i— O LL LL O(D N ~4�a Z v� � �y OQe um W Lu W U_ U of w 0>a —I W LL U —1 O 1- o LL O (~n W O of O a_ ...®®13■ D 0 O H R w 0 w ¢ 0 IX } o a` M O y o C3 Z p wto w a V) o > w W W U K v Z U O W w a N M i °i. © SEPT. '04 THEsE PL s MD THE INfLflMATIfN! SHOYM HEREIN ME THE PAO M 6 WM WI]ft!s ■ W NmC= PA MD RE IR=11N6. DGMOMM W 16E TNDEOf N NIWIE DR N PND 6 F7WD Y PIp- COMM. NO: 040503VB DATE: 20 SEPT., 200, BY: GVM SIPS CH'KD: PLC) SHEET NO. sp-3 OF FIVE FRI DOOR SCHEDULE I MARK SIZE DESCRIPTION JAMB DETAILS REMARKS X WXHXD X X X IIO 3'-0° W. X 8'-0' H. X I-3/ ARCH SERIES IMPACT ^RATED WIDESTYLE STORE ° IA/A-18 PR VIDE ER NZE TINTE IMPACT GLAZING FRONT E SIDELITES FRAMES ESP HITE LUM. FRAME SIM. 8'-2" FRAME WIDTH III 112 3'-0" W. X SOLID CORE WOOD W/ BIRCH VENEER, PAINT STEEL FRAME I/A-22 4"W X 25" H VIEW PANEL 6'-8" H, X 1-3/4' GRADE W/ VIEW PANEL 16 GA. SIM. KICK PLATE, CLOSER 90 MIN. RATED 113 SOLID CORE WOOD W/ BIRCH VENEER, PAINT 24"W X 5 PANE 7/A-22 36°W X 14°H TRANSOM GRADE W/ V.P. E TRANSOM I HR RAT D, CLOSER 114 115 SOLID CORE WOOD, FLUSH, W/ BIRCH VENEER, i/A-22 U.C. I/2° PAINT GRADE 116 rn II8 16 GA. STEEL DOOR CLOSER FLUSH 45 MIN. RATING 119 SOLID CORE WOOD, FLUSH, W/ BIRCH VENEER, PAINT GRADE U.C. I/2° In% LIGHT GASKETS 121 122 U.C. 1/2" 123 124 - 125 SOLID CORE WOOD W/ BIRCH VENEER, PAINT 6" W X GRADE W/ VIEW PANEL 30"H V.P. 126 SOLID CORE WOOD, FLUSH, W/ BIRCH VENEER, PAINT BADE U.C. 1/2' 3'-0" W. X ARCH SERIES IMPACT 4-1/2' X 1-1/4" 1,4/A-18 PROVIDE BRONZE 127 8'-O' H. X I-3/4" RATED RT012EF12ONT FRAMES ESP WHITE ALUM. FRAME SIM. TINTED IMPACT GLAZING 128 3,_0" W X 6'-8" H. X 1-3/4' HOL D W/ BIRCH VENEER, PAINT 2° ALUMINUM PER *6" W X 30'H V.P. GRADE W/ IEW PANEL FI2 ME MANUF. 129 3'-O" W. X 16 GA. STEEL DOOR STEEL FRAME 7,8/A-18 o(2) 131 6'-8" H. X 1-3/4' FLUSH 16 GA. SIM, W. X 16 GA. STEEL DOOR 4"W X 25" H VIEW PANEL O3'-0' 132 6'-8" N. X I-3I4' W/ VIEW PANEL I/A 22 I HR RATED 8/A-18 4"W X 25" H VIEW PANEL 133 SIM CLOSER 90 MIN. RATED 134 16 GA. STEEL DOOR I/A-22 FLUSH KICK PLATE 135 HOLLOW CORE WOOD W/ BIRCH VENEER, PAINT 2' ALUMINUM PER *6' W X GRADE W/ VIEW PANEL FRAME MANUF. 30'P V.P. 136 HOLLOW CORE WOOD W/16 BIRCH VENEER, FLUSH, STEEL FRAME - FRAME I/A-22 U.C. 1/2" PAINT GRADE 137 SOLID CORE WOOD, FLUSH, W/ BIRCH VENEER, PAINT GRADE U.C. I/2" 138 SOLID CORE WOOD W/ BIRCH VENEER, PAINT 6" W X 30'H V.P. GRADE W/ VIEW PANEL 139 SOLID CORE WOOD, FLUSH, W/ BIRCH VENEER, PAINT GRADE U.C. I/2" NOT USED NOT USED NOT USED - NOT USED 3'-0' W. X HOLLOW CORE WOOD W/ 2° ALUMINUM PER 141 6'-8" H, X 1-3/4' BIRCH VENEER, PAINT GRADE W/ VIEW PANEL FRAME MANUF, 6" W X 30°H V.P. 142 SOLID CORE WOOD W/ BIRCH VENEER, PAINT STEEL FRAME 6" W X 30°H 16 GA. V.P. GRADE W/ VIEW PANEL 143 HOLLOW CORE WOOD W/ BIRCH VENEER, FLUSH, 2' ALUMINUM PAINT 5BADE FRAME U.C. I/2° 144 145 HOLLOW CORE WOOD W/ BIRCH VENEER, PAINT GRADE W/ VIEW PANEL fib' W X 30°H V.P. 146 O(2) 147 3'-O" W. X 6'-8" H. X 1-3/4"�2& 3'-0' W. X SOLID CORE WOOD W/ STEEL FRAME 148 6'-8" H. X 1-3/4' BIRCH VENEER, PAINT 16, I!A 22 6' W X 30'H V.P. GRADE W/ VIEW PANEL PUBLIC RECORDS DIVISION MICROFILM / SEARCH DEPT, TAB-6 > AREA CURRENTLY REQ'D. 5935 SF AREA REQUIRED IN 5 YEARS 6407 SF AREA PROPOSED; WORK STATIONS (ID 986 SF SUPERVISOR 207 SF OPEN WORK/FILE 777 SF BREAKROOM 240 SF PUBLIC VIEWING 760 SF STORAGE -FIRE RATED 1150 SF (AT GROUND FLOOR) STAFF RESTROOMS 150 SF SHARED PUBLIC AT 1/3 359 SF TOTAL; 4629 SF AREA CURRENTLY OCCUPIED: 3577 SF INCREASE PROVIDED 1052 SF BALC NY (4629 / 3577 = 1,29) 29% INCREASE OVER EXISTING _ INFORMATION SYSTEMS DEPT. TAB-6 AREA CURRENTLY REQ'D. 1953 SF AREA REQUIRED IN 5 YEARS 2195 SF AREA PROPOSED: SUPERVISOR 170 SF SUPPORT WORKSTATIONS 256 SF VENDOR WORKSTATIONS 174 SF TRAINING ROOM 250 SF COMPUTER SERVER ROOM 380 SF BENCH/TESTING 228 SF STORAGE 214 SF OPEN OBSERVATION AREA 186 SF LOUNGE SHARED 50/50 131 SF SHARED RESTROOMS 50/50 72 SF SHARED PUBLIC AT 1/3 359 SF TOTAL; 2420 SF AREA CURRENTLY OCCUPIED 570 SF INCREASE PROVIDED; 1850 SF (2420 / 570 = 4,24) 324% INCREASE OVER EXISTING OFFICIAL RECORDS AND RECORDING DEPARTMENT TAB-6 AREA CURRENTLY REQ'D. 3082 SF AREA REQUIRED IN 5 YEARS 4050 SF AREA PROPOSED SUPERVISOR 170 SF CLERK/CASHIER STATIONS (7) 815 SF DATA ENTRY (6) 523 SF WORK / MAIL 180 SF PUBLIC SEARCH/VIEW/WAIT 640 SF CENTRAL PICKUP AREA 252 SF LOUNGE SHARED 50/50 131 SF STAFF RESTROOMS 50/50 72 SF SHARED PUBLIC AT 1/3 359 SF TOTAL; 3142 SF AREA CURRENTLY OCCUPIED; 2305 SF INCREASE PROVIDED; 837 SF (3142 / 2305 = 1.36) 36% INCREASE OVER EXISTING II qI (I( mw NI I I STOP. C7 DEPT MIMICROFILM CLOS. COPY SEARCH 304 U H EP E: -- ---- U T . -12 MICROFILM I SEARCH Z R O------- m In MICROFILM OPEN OFFICE SEARCHJSUPERVIS�OPt ® ioC U IMICROFILMSEARCH DOOR SCHEDULE CONTINUED MARK SIZE DESCRIPTION JAMB DETAILS REMARKS X WXHXD X X X 149 3'-0" W, X 8'-O° H. X I-3/4" ARCH SERIES IMPACT ATED WIDESTYLE STORE -I/2' X I-I/4" 1,4/A-18 PROVIDE BRONZE � FRONT SIDELIGHTS FRAMES ESP WHITE LUM. FRAME SIM. TINTED IMPACT GLAZING — 50 2 151 152 153 3'-O" W, X OLLOW CORE WOOD WO 2" ALUMINUM PER 154 6-8' H. X 1-3/4" BIRCH VENEER, PAINT GRADE W/ VIEW PANEL FRAME MANUF. *6" W X 30"H V.P. 155 I.) - 16 GA. STEEL FRAME IN MASONRY WALLS - 4" HEAD !—v� 2.) - 16 GA, STEEL FRAME IN STEEL STUD WALLS - 2" HEAD. 3.) - ACCEPTABLE ALTERNATE FOR STOREFRONT DOORS IS KAWNEE12 OR CGI 450 LARGE MISSILE IMPACT SERIES. 4.)- GLASS COLOR IN ALL EXTERIOR DOORS AND WINDOWS SHALL BE BRONZE TINTED, INTERIOR GLAZING SHALL BE CLEAR. 5,)- THE DOORS IN THE ABOVE SCHEDULE MOUNTED INTO THE PORTABLE WALL PANELS IN 2" ALUMINUM FRAMES SHALL BE SUPPLIED BY THE MANUFACTURER OF THE PORTABLE WALL PANELS. ALSO REFER TO SPECIFICATION SECTION 08354, ARTICLE 2.05. - ALUMINUM FRAME LOCATED IN RELOCATABLE PARTITION, EX-1REFER TO SHEET A-22 FOR WINDOW SCHEDULE 2 =WORK AND CABINETRY CLARIFICATION - ONLY THE CASEWORK AND NETRY, (DRAWN ON SHEETS ID-6, ID-7, AND ID-8), AND THE WALLS CTED ON THE WALL LEGEND ON SHEETS ID-1 THRU ID-5), SHALL BE 'LIED BY THE GENERAL CONTRACTOR AND INCLUDED IN THE BASE BID. ALL `R SYSTEMS FURNITURE, EQUIPMENT, DESKS, TABLES, CHAIRS, FLAT FILES, =RA STANDS, SERVERS, UPS IN COMPUTER ROOM, MEDIA FILES IN 7UTER ROOM, COPY MACHINES, FAX MACHINES, CARTS, METAL SHELVING 'ED N,I,C., CARRELS MARKED N.I.C., FILE CABINETS AND SIMILAR ITEMS �TED ON THE SP SHEETS ARE NOT TO BE INCLUDED IN THE BASE BID. SPEC SECTION 10670 SCHEDULE OF FILES Trti 1 307 1 �. . ELEVATOR LOBBY 3 11 ELEV, IIINI ELEV. I Iwl • � 'It,y, AND PIPE AND STAIRWELL C CHASE lal WE Woe JN° UNISEX 1 vvvlVlcly ITEM 117 315 316 116 36°MIN. HI -DENSITY TAPE STOR. CLEA 336 AISLE II III 0 5 QUEUE PUBLICVIEVIEW®W7R ®/ ® d s s JAN. 13211 STAFF ELEV. 5 0 IMPORTANT NOTE. f1f� 155 CLERK CLERK CASHIER CASHIER %% CLERK CASHIERS OPEN OFFICE 313 ------- I � i I CLERK m DATA 'ASHIER� DATA EN cnu_ CASHIER ' U'' r CLERK CASHIER i j DATA ENTRY DATA ENTRY I 324 CLOS. 325 I (y 143 VENDOR INERGE TTLES FOR FIRE SUPPRESSION SEE SHEET FS-3 IB GLASS WALL 4 SERVERS 147 COMPUTER 333 El MEDIA FILES- UPS GREASE BOARD MARKER BOARD "A" SERIES SHEETS INDICATE BUILDING SHELL INFORMATION. "SP" SERIES SHEETS INDICATE SPACE PLANNING, INTERIOR WINDOWS, EXTERIOR AND INTERIOR DOORS. "ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK E FINISHES. 309 — Cm C _ .. E II —IN I. 0 «•I« II 4� 326 L SUPPORT 328 SYSTEMS y L ____—J 2 WORK STATIONS 334 48 TRAINING 335 151 A NOTE, THIS IS A SEGMENTED WALL USING 2' DEMOUNTABLE PARTITIONS. IT IS RADIUS IN PATTERN, HOWEVER THE PANELS ARE NOT INDIVIDUALLY CURVED. SPACE PLANNING (TNIQD FLOOQ) SCALE 1/8" =1'-0" FLOOR AREA - 12,032 S.F. J Y a p = Z_ ° W m N ~O W Lc Z)w NNO Q tn m N N oxo o HMd Zo I Z W a o I p-rn CLOLo a N = U D- I� awv Z = m �Oz J a a.: O Lo>a W ��anllllllllllll�l�l. n� n� O U -T O ILL LL OQ�LI c`n 0QIJL m W -ZZ, ui > > a —jlL U0 J O 6 U) °IL w m O a. Ls_ w m Y Y 7 W x U A N PIO � 0 o O y z cn o w aZ O Q W W> U d' tx In 0ul n M 0 N - Z © SEPT. '04 T IM PLNs Iwo THE INFdiWTI MI SHOWN HEWON ME THE PIaRMO O eOWIu oIMIO®l9 ■OW /A19I M MEIEOF N WINE OM W PNR 6 O�MFSST PMO- COMM. NO: 040503VB DATE: 20 SEPT., 200 BY: GVM CH'KD: PUD SHEET NO. SP-4 OF FIVE DOOR SCHEDULE (MARK SIZE DESCRIPTION_ JAMB DETAILS REMARKS X WXHXD X X X X ARCH SERIES IMPACT IA/A-18 PROVIDE BRONZE RATED WIDESTYLE STORE LUM. FRAME SIM. TINTED IMPACT GLAZING FRONT E SIDELIGHTS FRAMES ESP WHITE 8•-2" FRAME WIDTH 161 162 3'-O" W. X 6'-8' H. X 1-3/4" SOLID CORE WOOD W/ BIRCH VENEER, PAINT STEEL FRAME I/A-22 6' W X 30'H V.P. GRADE W/ VIEW PANEL 16 GA. I63 SOLID CORE WOOD, FLUSH, W/ BIRCH VENEER, U.C. 1/2' PAINT GRADE 164 HOLLOW CORE WOOD W/ BIRCH VENEER, PAINT 2' ALUMINUM PER *6" W X 30'H V.P. GRADE W/ VIEW PANEL FRAME MANUF. 165 166 167 168 SOLID CORE WOOD, FLUSH, W/ BIRCH VENEER, FRAME L STEEFR E FR I/A-22 U.C. 1/2' PAINT GRADE 169 16 GA. STEEL DOOR 8/A-18 CLOSER FLUSH SIM. 45 MIN. RATING 170 HOLLOW CORE WOOD W/ BIRCH VENEER, PAINT 2° ALUMINUM PER *6' W X 30"H V.P. GRADE W/ VIEW PANEL FRAME MANUF. 171 SOLID CORE WOOD, FLUSH, W/ BIRCH VENEER, STEEL FRAME I/A-22 U.C. 1/2' P,10 16 GA. 172 3'-O" W. X ARCH SE121ES IMPACT RATED STORE FRONT 4-1/2" X 1-114' IA/A-18 PROVIDE BRONZE 8'-0' H. X 13/4" FRAMES ESP WNI E ALUM. FRAME SIM. TINTED IMPACT GLAZING 173 31-0" W. X 6-1 H. X 1-3/4 SOLTDICOOE WOOD, W/ BIRCH VENEER, PAINT STEEL FRAME I/A-22 6" W X 30°H V.P. GRADE W/ VIEW PANEL 16 GA. I 174 HOLLOW CORE WOOD W/ BIRCH VENEER, PAINT 2° ALUMINUM PER *6" W X 30'H V.P. GRADE W/ VIEW PANEL FRAME MANUF. 175 - 176 177 178 HOLLOW CORE WOOD W/ BIRCH VENEER, FLUSH, U.C. 1/2" PAINT GRADE 179 HOLLOW CORE WOOD W/ BIRCH VENEER, PAINT *6' W X 30"H V.P. GRADE W/ VIEW PANEL (2) 3'-O" W. X 16 GA. STEEL DOOR STEEL FRAME 7,8/A-18 _ 6'-8' H. X 1-3/4" FLUSH 16 GA. SIM. W. X 16 GA. STEEL DOOR 4"W X 25' H VIEW PANEL O3'-0" 181 6 '-8" H, X 1-3/4" W/ VIEW PANEL I/A-22 CLOSER I HR RATED 182 8/A-18 4"W X 25" H VIEW PANEL SIM. CLOSER 90 MIN. RATED 183 16 GA. STEEL DOOR I/A-22 U.C. I/2" FLUSH KICK PLATE 184 HOLLOW CORE WOOD W/ BIRCH VENEER, PAINT 2" ALUMINUM PER GRADE W/ VIEW PANEL FR ME MANUF. *6- W X 30"H V.P. 185 186 187 HOLLOW CORE WOOD W/ BIRCH VENEER, FLUSH, U.C. 1/2" PAINT GRADE 188 HOLLOW CORE WOOD W/ BIRCH VENEER, PAINT *6W X 30°H V.P. GRADE W1 VIEW PANEL 189 O FLUSH, SOLID CORE WOOD, W/ BIRCH VENEER, STEEL FRAME I/A-22 PAINT GRADE 16 GA. U.C. 1/2' 191 HOLLOW CORE WOOD W/ BIRCH VENEER, PAINT 2' ALUMINUM PER *6" W X 30"IH V.P. GRADE W/ VIEW PANEL FRAME MANUF. 192 FLUSH, SOLID CORE WOOD, W/ BIRCH VENEER, STEEL FRAME I/A-22 PAINT GRADE 16 GA U.C. I/2" 193 SOLID CORE WOOD W/ BIR T STEEL FRAME DE /VI W PAN 16 GA. 6' W X 30"H V.P. z 194 31-0" W. X 8'-O° H. X I-3/ "RATED ARCH SERIES IMPACT WIDESTYLE STORE ' X I-I/4' IA/A-18 PROVIDE BRONZE TINTED IMPACT GLAZING FRONT E SIDELIGHTS FRAMES ESP WHITE LUM. FRAME SUM. 9'-6" FRAME WIDTH 196 HOLLOW 3-O° X CORE WOOD W/ BIRCH VENEER, PAINT 2" ALUMINUM PER 6'-8" H. X X i-3/4" GRADE W/ VIEW PANEL FI ME MANUF, 6" W X 30°H V.P. 197 198 AREA CURRENTLY REQ'D. 1370 SF AREA REQUIRED IN 5 YEARS 1370 SF AREA PROPOSED CLERK'S OFFICE 254 SF ADMIN. SLFERVIS02 176 SF OOI`E 602 SF SHARED PUBLIC a 1/7 266 SF SHARED PRIV. PESTRS • 1/3 36 SF SHARED BREAK ROOM . 1/4 62 SF SHARED WOPK/CONF. a 1/3 138 SF TOTAL, 1534 Sr - AREA CURRENTLY OCCUPIED. 744 SF INCREASE PROVIDED 790 SF (1534 / 744 - 206 APPROX 106% INCREASE OVER EXISTING) FAMILY RELATIONS DEPT TAB-5 AREA CURRENTLY REQ'D, 3071 SF AREA RECIARED IN 5 YEARS AREA PROPOSED 3434 SF SUPERVISOR'S OFFICE 140 SF WORKSTATIONS / FILING 1067 SF SHARED PUBLIC a In 266 SF SNARED PRIV. PESTRMS a 1/4 36 SF SHARED BREAK ROOM a 1/4 62 SF SHARED WORK/CO.F. • 1/3 138 SF TOTAL, 1709 SF AREA CURRENTLY OCCUPIED 1200 SF INCREASE PROVIDED 509 SF (1709 / 1200 - IA2 APPROX. 42% INCREASE OVER EXISTING) CHILD SUPPORT DEPT TAB-5 AREA CURRENTLY REQD. 2334 SF AAREA REQUPROPIRED 5 YEARS OSESLPE12VISOWS 2818 SF OFFICE 140 SF WORKSTATIONS / FILE 635 SF SHARED PUBLIC . In 266 SF SHARED PRIV. RESTRMS • 1/4 36 SF SHARED BREAKROOM It, 1/4 62 SF SHARED WORK/CONF. It 1/3 138 Sr - TOTAL. 1277 SF AREA CURRENTLY OCCUPIED 1014 SF INCREASE PROVIDED 263 SF (1277 11014 - 1.23 APPROX. 23% INCREASE OVER EXISTING) DOMESTIC VIOLENCE DEPT..TAB-5 AREA CURRENTLY READ. IBM SF AREA REQUIRED IN 5 YEARS AREA PROPOSED 2290 SF SUPERVISOR'S OFFICE 184 SF WORKSTATIONS/PETITIONER 814 SF SHARED PUBLIC a In 266 SF SHARED PRIV. RESTRMS a 1/4 36 SF SHARED BREAKROOM a 1/4 62 SF SNARED WORWCCMF. a 1/3 138 SF TOTAL, 1500 SF AREA CURRENTLY OCCUPIED 623 SF INCREASE PROVIDED 877 SF (1500 / 623 - 240 APPROX 140% INCREASE OVER EXISTING) MENTAL HEALTH DEPT. TAB-5 AREA CURREN(LY READ. 644 SF AREA REQUIRED IN 5 YEARS 765 SF AREA PROPOSED CONE. ROOMS 198 SF WORK AREA/FILES 220 SF SHARE) PUBLIC a In 266 SF SHARED PRIV. PESTRMS o 1/3 48 SF SHARED SPEAKROOM a 1/4 40 SF TOTAL, 772 SF AREA CURRENTLY OCCUPIED 252 SF INCREASE PROVIDED 534 SF (772 / 252 - 3.06 APPROX. 206% INCREASE OVER EXISTING) MARRIAGE LICENSE DEPT. TAB-5 AREA CURRENTLY READ. 566 Sr - AREA REQUIRED IN 5 YEARS 687 SF AREA PROPOSED WEDDING ROOM 112 SF RATED STOP. ROOM 45 SF CLERK STATION 81 SF SHARED PUBLIC a In 266 SF SHARED PRIV. PESTRMS a 1/3 48 SF SHARED BREAKROOM It 1/4 40 SF TOTAL, 592 SF AREA CURRENTLY OCCUPIED 118 SF INCREASE PROVIDED 474 SF (592 / II8 - 5.01 APPROX. 401% INCREASE OVER EXISTING) FINANCE £ HUMAN RESOURCE5 DEPT. TAB-4 AREA CURRENTLY REOD. 1403 SF AREA REQUIRED IN 5 YEARS 1535 SF AREA PROPOSED WORK AREA / FILES 842 SF CO•F. ROOM a 1/2 95 SF SHARED PUBLIC a In 266 SF SHARED PRIV. RESTRMS a I/3 48 SF SHARED BREAKROOM a 1/4 40 SF TOTAL, 1291 SF AREA CURRENTLY OCCUPIED- 1150 SF INCREASE PROVIDED 141 SF (1291 / 1150 • 1.12 APPROX. 12% INCREASE OVER EXISTING) Al U1?I05 TLT REQ'D, 2532 SF AREA REQUIRED IN 5 YEARS 3192 SF AREA PROPOSED SUPERVISOR'S OFFICE 198 SF WORK STATIONS/FILES 770 SF CONF. ROOM a 1/2 95 SF SHARED PUBLIC a In 266 SF SHARED PRIV. RESTPMS a 1/3 48 Sr - SWARM BREAKROOM • 1/4 40 SF TOTAL, 1417 SF AREA CURRENTLY OCCUPIED 840 SF INCREASE PROVIDED, 577 SF (1417 / 840 - L68 APPROX. 6BI INCREASE OVER EXISTING) ® REFER TO SHEET A-22 FOR WINDOW SCHEDULE 3 BALCONY. UULl 0 CASEWORK AND CABINETRY CLARIFICATION - ONLY THE CASEWORK AND CABINETRY, (DRAWN ON SHEETS ID-6, ID-7, AND ID-8), AND THE WALLS (DEPICTED ON THE WALL LEGEND ON SHEETS ID-1 THRU ID-5), SHALL BE SUPPLIED BY THE GENERAL CONTRACTOR AND INCLUDED IN THE BASE BID. ALL OTHER SYSTEMS FURNITURE, EQUIPMENT, DESKS, TABLES, CHAIRS, FLAT FILES, CAMERA STANDS, SERVERS, UPS IN COMPUTER ROOM, MEDIA FILES IN COMPUTER ROOM, COPY MACHINES, FAX MACHINES, CARTS, METAL SHELVING MARKED N.I.C., CARRELS MARKED N.I.C., FILE CABINETS AND SIMILAR ITEMS DEPICTED OIN THE SP SHEETS ARE NOT TO BE INCLUDED IN THE BASE BID. I■ � � � 8 ICI �_ LIM fat ELEVATOR LOBBY 401 A/C CHASE 1—non—um■ ur�,_'� n=_�� 11 Von lign ICI PACKETS .1 Lim ZII P PUBLIC ♦ r ♦ — - A3 OPEN OF F412 [4091 CA ■II II■ ) DOOR SCHEDULE CONTINUED 1 MARK SIZE DESCRIPTION JAMB DETAILS REMARKS X WXHXD X X X X 199 - X 6-8-8" HH. X I-3/4" OLLOW CORE WOOD W/ BIRCH VENEER, PAINT 2° ALUMINUM PER 6" W X 30'H V.P. . GRAD W E L FRAME MANUF.( 3'" W. X ARCH SERIES IMPACT -1/2" X I-I/4" IA/A-18 PROVIDE BRONZE 8'-O" H. X I-3/ "RATED H WIDESTYLE STORE LUM. FRAME SIM. TINTED IMPACT GLAZING FRONT E SIDELIGHTS FRAMES ESP WHITE 8'-0" FRAME WIDTH 20I Q 3'-O" X X 6'-8" H. X I-3/4" OLLOW CORE WOOD W/ BIRCH VENEER, PAINT 2" ALUMINUM PER W X 30"H V.F P GRADE W/ VIEW PANEL FRAME MANUF.6" O® SOLID CORE WOOD W/ BIRCH VENEER, FLUSH STEEL FRAME PAINT GRADE 16 GA. ® OLLOW CORE WOOD W/ BIRCH VENEER, PAINT 2" ALUMINUM GRADE W/ VIEW PANEL FRAME *6" W 30"H V.F'. ® SOLID CORE WOOD W/ BIRCH VENEER, PAINT STEEL FRAME GRADE W/ W VIEPANEL I6 A. I , ® SOLID CORE WOOD W/ BIRCH VENEER, PAINT 11A-22 4"W X 25" H VIEW PANEL GRADE W/ VIEW PANEL SUM. KICK PLATE, CLOSER 90 MIN. RATED ® SOLID CORE WOOD, FLUSH, W/ BIRCH VENEER, 7/A-22 24"W, X 54"1-1. VIEW PANEL 36"W.XI4"H. TRANSOM PAIN GRADE I HR RAT , CLOSER 210 211 I/A-22 11/2' 212 213 FOLDING MODERNFOLD SEE MOVABLE PARTITION DOOR (8)- 23 3/4" X 16"H DETAIL MODEL # 5550R (2)- 23 1/2" X 16"H 9/A-17 STC 49, VINYL FACED P■� A" SERIES SHEETS INDICATE UILDING SHELL INFORMATION. SP" SERIES SHEETS INDICATE PACE PLANNING, INTERIOR WINDOWS, 'EXTERIOR E INTERIOR DOORS. ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK E FINISHES. .'4tLARGE CONF.• • 02, 2 SMALLER no CONF. ROOMS i ' CONF 402 I i I mnnnnuuxmnnEn�� S. IL` .II II. �' ••EN •F TI •• II • �_ UNISEX 11 MARRIAGE 415 ADMIN. Lu ■_II II_■ _ I ' milli 1 P I I ■ ® ��( II■ milli .II III .. � ' .. — . — ICI oil -mill 419 III rr r AUDITS OF Sm MENTAL �r.� -nl - �� -- �■ ill I.1 I■I I_I . , II ■ • 1.1 1.1 ynnnnnrnnnnmmxnuL: r � :uninnunu �nnrom • I■I I■I !- m 1■I I.I ®— • i I�I I� { • © I r • � II kiln ■ ■�7 ►; Sm •.-• - III .•... _: .. I■III III nnnnnnmmr •O INA:I MEL C',, � I��� �� �'( Ire In ! I.I I.I 1.1 • ' I■I r rr ar �z �'.. mrnnnnxnmu_■umnnnn_nnnm-... ununnnnnn_:ru =oral=—nnnnnnnm � �: •:;---_.�` /� x I� SP /\ ® ® SCALED = 1'-0. DOOR SCHEDULE CONTINUED (ROOF LEVEL DOORS) MARK I SIZE DESCRIPTION JAMB DETAILS REMARKS 2I4 3'-0" W. X 5'-7-1/T H. X 1-3/4' 16 FLUSH GA. STEEL DOOR IMPACT RATED 16 GA. STEEL FRAME I/A-6 7/A-18 215 alb 217 0, (FOUPTH FLOOQ) PROVIDE (2)TWO SOFFIT MOUNTED RECESSED MOTORIZED PROJECTION SCREENS AT 6' X 6' OFFICE 413 OFFICE 418 OFFICE 421 WORK AREA 436 BREAK ROOM 437 00 ==A - 12,032 S.F. N TE : 1 IJ I A. STEEL FRAME IN MASONRY WALLS - 4" HEAD 1 2.) - 16 GA. STEEL FRAME IN STEEL STUD WALLS - 2" HEAD. 3.) - ACCEPTABLE ALTERNATE FOR STOREFRONT DOORS IS KAWNEER OR CGI 450 LARGE MISSILE IMPACT SERIES. 4.)- GLASS COLOR IN ALL EXTERIOR DOORS AND WINDOWS SHALL BE BRONZE TINTED, INTERIOR GLAZING SHALL BE CLEAR. 5.)- THE DOORS IN THE ABOVE SCHEDULE MOUNTED INTO THE 1 PORTABLE WALL PANEL a IN 2" ALUMINUM FRAMES SHALL BE SUPPLIED BY THE MANUFACTURER OF THE PORTABLE WALL PAP ALSO REFER TO SPECIFICATION SECTION 08354, ARTICLE 2.05. -_kLU�vtINhJM1�24&E�LO�ZATaD INLRELOCATABLIZ PARTITION. w J Y a � Z a W _ m N -- 0 Q N 0) N m (n N o 0 ~Q� Zp I Z Q porn c0 Oto Q i N U 0.=� 0 F JQ� Z U �mW �OZ J Q O to Uj = W w > a. ----I�p■.■rr '1 III°..nq'I ,nIIIIIIIi�,�,nllYl��, ��u�ll�l�llll�ml�• . l— O LU (1(�� 1— 0 LL LL oz ZZq �[ m ui W ►il U U c f w > > 'D_ IL U o -t O °iL F- U w 0 O IL L. y z m a ]C Lq o uj L) o V) i 0 In 0 m o M W J O w o ~ o o w � 0 V) o > v D o o a © SEPT. '04 T csE Pwls Mo THE INPORl SHOWN HEWON ME THE Now 6 EplrO mummy S will NW16T5. 3 71E1®i W N1i01E Qi AI PEln WPa6 OalES4T PIP HIIfED NOXgIf IIIOFN I$1pN COMM. NO: 040503VB DATE: 20 SEPT. 200 \ BY: GVM CH'KD: PIJD SHEET NO. Sp-5 OF FIVE Al filiZWOW Comore@ CC1250 Panel Detail -._- Pasila BPEGFlCAnONa (42) FUHNUddoldgkd Genial lsls IFn .We lop steel Ptinxd finish Pnel evial 85 te/V bete . 1sw map suh new `, AN s@a'.wltlaemmbueMnfrba intents,bnlP Gplmud eiN a..nUumm. apWW Iq:ee l4 a.%II M cem66aw Pmbcled fmm ..b. byanemxy me means, wlnrnlsh cl®Anelm apeN reurg WeldedeOeebNa dam em D�nlela N..bmubb steal ume,enssse GPbs . Pnelmk clw'duelitY steel Wash can PHxe, Mirhd.1AW .inswd.[ dome 0.0. z Hment Duty asked.* a, Intel steno Pocket despr, eM Cae ing opWlw BmaDlA lab br posides knees reww. m bmSenMn arWM1mn spew. Tile fie llm a}1a V HihmirwletleaLa inset . 111W'Hob ReswretanYale . lV high PRahun tannsue . ulr cpnaantre Han Pre®am landmre Caner Dal Ire' camuWae HlAh Pmeeure lsmirew .Ile' VCT 1 1le'CandilGiuewryl 118'slalbo.sapeuesvidi • +°' y • a .: TlefeCd,y MToisndwhims,M]MMedp r - • 4 . J •, iMWHgh Pressure lemlmw L8'Highl`navurelsmivte Mn''Ha Pmealev'ihsw 1 1M'(amucCee Hgb PrMeula WrsuH TilelNM Tap Set Tdm Th.whinsgailThad emp.ewamy amlWaeam'. MdmlkNaedw, serepaimelpmalcplbns Podpmanoe adecWan Chenfor Cpnfbrea CCia50 sare,imeennahwasePcenattie Rdll tram . sale Pi4Wkssh Wscmp PWme0 Sol UN..... conest Tep sa,fae unRom uhbn ip to." Pem lea ar I.oele "ecrm l— - pesere P� PoailuMn mAlbte Isle He 9.1a' all37 Ihq Iwo. Wallis Issue wit 25gmm 144 k% 1T Po 451 kB snake 45le and 5latga 9,5WSWP less claw 9a IW,W Im Iasi Walbs 'Wits "Jaw 567 k9 251mm 14.9irs 1 Im dui kp 399 kp an- UniLmk-Feaaladly/ 0.0Its" 'm" 0,1W sat Ism IW iCWI 9a lW ialW PWlack"'tlli.uJ[n' Ukalm' rb]k9 s,,es I4310Po I Ig AV k9 a8i ke 0.5 b) IMiLak"z&1m30kpd szIWUP faW IW s.isT 'dA' Iham iW 1s]a1 Ell 1a IW U:u,*-V %,0eftn9o- 16k0W `.7c, 2 ,n, 14111 1 1® 461 k0 sat 4ka Gan®nbaMtl, lltineie:ne nnpa'vt Lmtl nPr+uee on finks by mppeng bW an waq,ere FCM1 area Resew Imistewaekeet Points Wnel. '. Pemurgrt W Mmeppimhn Nmm'albeldl lmd atellha �.m0'. LaW endsYdrell defommllon dMrapp9msm srmlinB locos shell W m.01o'. Wile&(is P®sas1:3'Ne.xt 1]Hs'wdo-bma pinEc WMeI (10, a0 pbWesY 6'de. x 11R' dde iILWr Teal Access Flmis, Inc ® 2002 Tess Access Room, Inc. 7510 Montevil Road Jessup, MD 20794 Tat (41n) 799l Peb (410) 799-4m7 Tattv Low FFHI Cornerlock Understructure / PosiLock Pedestal for ConCore®and All Steel Access Floor Panels-24'T - PEDESTAL SPECIFICATIONS O0 flazol Adsdmbb • U00It. andal advi1o5"pen anantdevidean 8,0001b. atlal batl ailhauf pemlarlentdefarrmtion. • Assembly shall provitle d l@" told adjustment vAha minimum finished Ill might or 2-I/2'. • 0samm1mg moment of 1,000 mAte. when Tells mcxmVmdad pedestal adheehe is unhand on a clean unsealed coleaete sloll y f Pedestal Fleas • De fanned steal WcesWl head projection seamed!OoO --t 3 1 b nut will threaded cord cr height adjustment se Q `J • 1-1 W galvanized wupleng nut shall be 39'-10 UNC and projectlon Welded to 1ledeclal heed. • Pedestal head.halt have tapped hulas fir engagement or Poslock fasteners. 5 • Paaioak fastener shall be lle-20 flat -heed 4 machine.. Pedestal Base LEGEND 0ease to be et least l8'syuare and gatrenhstl sleet. 1. A.. floor inside • Solid steel shad shah be 3l4'-10 UNC and Pmjsdid. weUad to bane aide. - 2. 114'-20 XiPd8° .0 reptunng sa PeM1nem • Pnrvlle[esalshellprwkle wpporl Porpeneh 3. Die formed gaN. arocolumn und column and wags. C steal head V 4. steel slue 3l4'.10 UNC S.1-1Ir galv. sleet corm ling nut a. Die Pommel gal.. I _I baH aid cut as damse ery) IW -2D artoaiee ms L Tate Access Flops, Inc. 7510 Mcntawl. Road Jecil MD 20T94 TeI (410) 799 4 0 Fas (41D) 79942t17 ©1gg9 Tnd AcssDe Fbars, Inc Flour Finish Transition 7510Ma 4 eeNaN Tek4I )7 m]9l TM (F.141 79942a Trim strip Vinyl / HPL laminated panel Vinyl / HPL Carpet VINYL /HPL - CARPET (WITH TRIM STRIP) strip� Carpet TebM es F,,s'Inc ornerlock Perimeter System Details a°Mom. mRPad Jemup, MD m7i t for ConCore® & All Steel Access Floor Panel Applications F x(41a') pP . Cornerlock Pedm6ter for ConCore &All Steel A System cess Floor Tale Acwv Fbore, Inc Details 7�sAM �� d bP10) 00 Panel Applications W,siaa POSILOCK t1N UNDERSTRUCTURE - PERIMETER POSILOCK he UNDERSTRU TUR E - PERIMETER wall 5 1 14%1 1 12" distance _jE Perimeter adaptor Cut Panel / Site out ConCore TM or All Sell F 24" - 5 1 A " distance Panel _ Full Panel _. Additional pedestal to support centerof cut panel at doorways or other areas of --- Field PosiLock TM pedestal heavy traffic or heavy loads (used in addition to angle) Perimeter pedestal — 1 1 12" steel or aluminum angle 1 14" expansion anchor or toggle bolt J 4 i • , a: n • ••' '• .fie: e�•.a," 1 PosiTile Carpet Tile POSITILET"' BOTTOM ViEW — Dimensionally stable backing no adhesives required Ultra sonically welded positioning )uttons designed to fit within four holes in access panel Carpet surface Positioning button Vinyl backing Size Carpet tile shall be die cut to a size that is c 3mpletely modular to the access floor panel to provide o is to one panel and the relocateability. Construction Dimensionally stable and free laying backing (no adhesives required). Various colors, patterns and textures available. Teas Asses Floor, Inc 75101ftnl da Reed Jamuµ MD 2071)1 Tslialmtrae42a Fax(410)79B42D7 Floor Finish Transition Teas Austria Fbars, Inc 7510 MBhas„deo Peed JBauP,Mom184 Tal(410),, a Fax (410)7a420] •� neo. •>RW�a�en ememnw.a e.m ,nnsa amminmma .e xneann mm coca- ,�. do Wag mldm9"reele}inel,oina vM, .d manadryebnml tee,ftpovN esee, Isemay e�o2aro Q Abney tl rcry moue nemery b ebA M xlWsb n. TM „oalq tlNi is Eaxa,lt M1n§bwtllp tlayn tlMxamahtluicmnd m {m lW hprml"pmmn s' .wee ChNAMIC-CPRPhI (VYIIX INIn91q Tea, Aawse Flusrs Cornerlock Perimeter System Details 7510nc Msn1aMaoRZdc Jgaup,Mom794 for ConCore® & Ail Steel Access Floor Panel Applications F ,`„°o° PP Cornerlock Filed for GonCore®&All POSILOCK TM UNDERSTRUCTURE -PERIMETER POSILOCK m UNDERSTI Wall Perimeter adaptor 24"-51/4"distance Site out ConCore he or All Steel Floor Panel / Cut Panel Full Panel Field PostLock TM pedestal Perimeter pedestal mm CCPMIIC-CeRPCr(WIIHOYr T@N STW P) :m Details Floor Panel Applications TeaA xsWa Fbwe, lnc. 7510m.d4n4aeo Road JmauP, Mo etdm Mile Te1(4uQrW42dd Wrr,We� Fex(410)TW4m7 IMaiN �i! 5.1 14"-1 1 @" distance Additional pedestal to support center cf III o out panel at doorways or other areas of heavy traffic or heavy loads (used in addition to angle) 1 1 /2" steel or aluminum angle 1 14" expansion anchor or toggle bolt III a '.II it 'e e.•: . J•• i is ... 'y T ,'a,. : .' ACCESS FLCaO�IN a �� L"" Tate Access Floors, Inc. 7510 Montevideo Road Jessup, MD 20794 Tel (410) 799-4200 Fax (410) 799-4207 J � p Z W m N 1= 0 Q tD N 0 Q U) C4 m N o i— Q Z pl ZQ W U Q IL is Z Q < mLi� —I N EL IU ram Z = LLJ U �m t; j MOZ J Q W O 0 LJJ c0 > 11 'h►....aril' Pl►,e..n�l� l�sillllllek_lnlllllllek .��Ia011111111111111on►k 0 Uj T O J LL 0 co Z C7 _Z Q D > J g UU_ �® W WU ►1 I U CD ry Dt lu J tt_ >>d- J 0 Uo U)°° U w O Uf 0— O tk © SEPT '04 THESE PJN9 AND THE "'IMM144TIM 910,01'14 Hal APE THE PMPEAn OF MUM OaD OW of l l' ARCHIM S, PA Ran) REPM]pICIWSS, DaIX1151M DR USE all N 111101 W M PNn a DPRfS4.T PRO- amFD Will allimigh PENISSI011. COMM. NO: 040503VB DATE: 20 SEPT., 200 BY: TATE CH'KD: PD SHEET NO. AF-iA OF EIGHT Cornerlock Perimeter System Details so �_%a, ��r J®up, MO ffi790. —1N for ConCore®&All Steel Access Floor Panel Applications Fa `,;,u)]s4214a POSILOCK TM UNDERSTRUCTURE -PERIMETER Wall Fun Pane PerimetE to pedes 1 1 12" ste 1 14" exp; .. .• • .11. ..S .. .. Partition Wall Interface with Floor Details ss o`°a�a Jamup, MD0 0 . POSILOCK Tm UNDERSTRUCTURE -SURFACE WALL PARTITION DETAIL FTa ((410)i4 999 20 Wall ConCore4li PosiLock T Leveling nL Steel pods of wall is required, Ital screw to attach s floor panel re base (by others) 'osil-ock T" head Threaded stud Tate Pc NO Flo Mc ' — I Bridging Obstruction on Subfloor ]5,0MpnlaatleoRpd //rr// deasap, MD zo]9a OPTION 1 Te'(4'O)]�d O Fax(S1D)]99-4207 Structural channel factual size and soacinc to be determined Obstruction Perimeter Condition at Angled Wall T510M"W"a"" � l ]s10 MO MD 20754 Road .I Ja®ap, MD zo]sa POSILOCK T^'SYSTEM P.010)�;4=7 Access panel cut as required PosiLock T" pedestal with perimeter adaptor Posit-ock T" pedestal ❑ ❑ ❑ rol Tea Auasa Flwre, Inc r Transition Between Access Floor Levels JaiO, No 207 Hoag JeauF. MD'LW94 OPTION 1 Ta(410)]994200 ECNI Fax(410 ) ]W9 7 6" wide aluminum threshold plate Aluminum top angle other finishes may be ccsptabla (see fascia detail 5:89 Perimeter adaptor Perimeter pedestal Standard field pedestal 2, 9 • yr.'' ,�Cf - � •a r a w Tea A, No Floors, Ina Bridging Obstruction on Subfloor 7910 MaReN R-' OPTION 2 J®aP MDaO]a4 Ta (410) 799d2W Fe.(419)799r2D7 Structural channel every 24" min. (actual size and spacing be determined by loading required forfloor) Tall Obstruction ael angle this side perimeter pedestal Tea hcwD FbomO794 Inc I� Partition Wall Interface with Floor Details MO NU aWae R08L Jag .MA&t]9I POSILOCK TM UNDERSTRUCTURE -THROUGH WALL PARTITION DETAIL Tel("°) �d200 Fei(NO) 42W Wall ConCore@ Perimeter; Combo scr Leveling m Steel pace by others) osiLock T" head Threaded sWd Transition Between Access Floor Levels 7510 M.MpP Road . OPTION 1 J—P, MD 2019M1 F.X(4',a,)' ] Aluminum fascia closure plate Aluminum top angle other finishes may be acceptable (see fasoia detail 5:89) Perimeter adaptor Standard field pedestal Low FFH perimeter pedestal Steel angle Low FFH perimeter — field pedestal Tea Nakeaa Fb ea, Inc Bridging Obstruction on Subfloor . NOe J—Potl 510 W ao]9t OPTION 3 Ta(410)]9euo0 Fax (4l0)M9 Mao] DO Structural channel (actual size and spacing to be determined by loading required for floor) Trench J Y a . Z_ a W m W a :D (0 NO'o to N N m N In o o �Q* Z 1 Z W Q g o-a, I— o Z °" O LO �` —j N U a. - LLJ Z F•- = J Q U >- DD • . W —1 Q TWO to W 2 W cn>EL IIPNO..Rlil) II'pm;I'll ,muiuim.�,anMmk, ���nlgllulllNlNl �ti li��ll�l�dllipinlhd W 0 U LL1 Q r i— o LL 0Z_ Go Z v �� 73 >M J UQu_ m Uj ? (� 11j U W_ U L w (L > � o_ �� r Uo Wg° U W O rX O D_ © SEPT. '04 THESE PUNS AND THE INFORAMTMIN SHOWN HEREIN ME THE n0{FRIT OF MIN MOM MW r IONTIM. PA AND REP110DUCTIONS. DbSLOSUM OR USE DDIS F N WNOIE OR 1! RWr a OPIYSaY PRO- HarED INNdM WnrrEM PaNISSIO . COMM. NO: 040503VB DATE: 20 SEPT. BY: TATE CH'KD: PD Tate Access Floors, Inc. 7510 Montevideo Road Jessup, MD 20794 Tel (410) 799-4200 Fax (410) 799-4207 SHEET NO. AF_ I B OF EIGHT Mounting Equipment to Subfloor J OP. MD Hm°Raetl Z6 41) 4M . Tel (dID)]59 7 Nrr� Fax (at0)]99dd1] I�i1 When it is necessary, to mount equipment to the access floor due to cantilevered loads, tell and narrow equipment, or other situations which may cause equipment tip over cn---- --iA^• Fh=fn0n •^^^ methods for equipme Drill hole and pass tt through panel Mounted equipment General Cutout Details Jwx .MDM? A Jac, M.. . SUPPORTING A CUT PANEL F.i;;o)7994� When it is necessary to retain the design load capacityof a base panel after it has been cut, an effective solution is to use additional pedestal supports. Guidelines for the number and location RF- of additional supports are outlined on this page. Support Pedestal Additional Support Pedestal Mounting Equipment to Subfloor s at,.MDM7 a�a �I Jesepp0) D2 W Tel (40) TA A4 Anchor toilet to structural stand Access hole through panel for piping Ceramic files (see speciality floor finish applications 5:39) Structural steel stand bolted to slab Toilet An Mounting Equipment to Subfloor 7510M."`"p� J. MmtD M ppgp . Teacup,) 2W94 Fe.(no)�] When it is necessary, to mount equipment to the Hex head nut, washer, lock washer access floor due to cantilevered loads, tall and narrow equipment, or other situations which may cause equipment tip over concerns, consider the following methods for equipment tie down. Access floor pan=1 Threaded rod I t Hex head nut, w Spring nut Unlstrut mounter manufacturer's i Cornerlock Perimeter System Details T�teRCFbpe,i >sto Mml .Road for ConCore® & All Steel Access Floor Panel Applications MD Jessup, MD zora Tp'(4d)7N42 0 Me Fax (410) 794 W7 POSILOCK r"' UNDERSTRUCTURE- PERIMETER - CURB Aluminum threshold cover - omit if Perimeter adapter Perimeter pedestal Tab A.. P.MD Fbon,Iz Plenum Divider 7510Wb wdeo Rp' . Jpmup, MD20]84 PosiLockT"" Systems: no stringer perpendicular to plenum channel F--(41']B°-02°° Y 9 P P P F„H,0)'%�M Apply 114" compressible open cell peel & stick gasket to top of stringer Stringer screw (passes through channel) Bolted stringer (parallel to wail channel) Access floor panel Wall channel — Tape gap where stringer sections meet Flat pedestal head Pedestal base (V shorter than other field bases) 4"x4" steel base plate attached - with pedestal adhesive Subfloor Combo comer -lock screw (passes through channel) Use industrial grade duct tape to seal seam between stringer & channel Tape plenum divider sheet to steel channel and bottom angle Fasten with pop rivets Height adjustment nut Plenum divider (aluminum or steel) Tape vertical seams where sections meet �— Bottom angle attached with pedestal adhesive Non-flammable sealer or caulk at bottom of divider and concrete slab J Q p Z a w m (A ~� H a cp NO'O i) N m y N o o ~Q"t Zp 1 Z W Q o ' g porn CD a 0 L o i— Z N = U 0- t� Q LLI v Z = m to l J Q MW0 to w 2 w CD>D_ POO-4191 1111101.41 .innNm1,_,nglmn1, .�arN,��NIIIIII�IIIII�uH. U) I— CY D 0 U UJ a r 0 — at U— J tL 0 Q 0 F" W a` D 01 Q't'L1 11 LLI ;^ WU �V>a _l ti -J 06 Uo U)°° 0 W O W O m m Y w Q © SEPT, '04 THESE PLANS AND THE INFD A TON SHOWN HMN AM THE PA NO IEPRD X=CftS INSMMIES OR USE 7}WEOF N WOIS ON N PNrr a FTPIEMY PRO- HNED MOM WWEE POINS . COMM. NO: 040503VB DATE: 20 SEPT., 200 BY: TATE CH'KD: PD "M CESS FLOOf21NG DETAILS Tate Access Floors, Inc. 7510 Montevideo Road Jessup, MD 20794 Tel (410) 799-4200 Fax (410) 799-4207 I SHEET NO. I AF-IC OF EIGHT FRI Air Duct Through Fire Wall T°'"�.F�,'0G Rem J..P. MDM lice TN (10) RNAM Far(4ID) ]BNi2W nw oeroa NdC b Lrctl FR IkRFeI of Ail¢pgFb f Vwof pN pmumtlMMn oaijunNM xihenFtl r91 1}e bg'ne W9n N w"rttleE fw mtsENpM wn aenMymwl Fa plmggimmJpYflnyryfnrmNeY aYpnrtvn 1M1wan ad emuNmiumm�nfpn ern4ttbiffip Mpg g{p:®OIo1�aB3 m3fYaf 6tB �/gW(&O)Ibm. NJnPFI Ne Tele /etaf®fMve/tlefp 1tiea'v80wMl(mm BlVwf aB nolfL®faJgVL11MYBre wmlMBbeb¢N R lbecrrL wkM mr�e/rtwrtteep¢tlo mrmmmrrEuomwdrePrtrlu®q. maP4nunbav e;faFeNpuPelowp�fumiw byNew.w fm Jet¢1b0enM poTWMeyg gllL Gmiy®M1wnlgB WWlrmffoNmwu ebupagvgfaalmgm 3hvtmtiq. Fire Barrier at Door ThresholdBel >R,P Um1n>W.MM Jeavu4�Ua AA1 �Nla,e)J6&fa"A (nfo)reP-wr OOOMI threshdd Top of access floor Sheetrock faced Poe b mer St=W.1 all charnels SlmcWml wail cherrete Y F' Grommets 'JN.AL. r�(nt+wwP. Nommf IFxue�in ol raP-fan trfoi>®-f� 1zi ► r • I�I DETAIL SCALE: 3" = 1'-0" W-lcy ACCESS FL00121 NG DETAILS 1/2" DRYWALL VINYL CASING BEAD APPLIED ONLY WHERE THIS CONDITION EXISTS. (FULL HEIGHT WALL IN PLENUM). CASING BEAD SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR. PROVIDE SEALANT AT BASE OF DRYWALL TO PREVENT STATIC PRESSURIZATION OF FULL HEIGHT WALLS WHERE "TATE" UNDERFLOOR AIR PLENUM IS BEING UTILIZED. SEALANT SUPPLIED AND INSTALLED BY IRVING ACCESS FLOOR COMPANY A Tate Access Floors, Inc. 7510 Montevideo Road Jessup, MD 20794 Tel (410) 799-4200 Fax (410) 799-4207 } LI Z a w _ m (n ~ N Q 0 N N O Q y cn m o F—Md' ZD 1 Z 1W Q o U O-crn a- O o Z _r cc J C4 U CL LLJ Q `� Z V �mw Q woz 'j W (D>CL nNI....... ,uNII1Bu, Q w N CY O U Q Tl1J I_ 0 1- ly O J '�11��CO OQ Z N �- It.l D` Q z� �QU- I..IL m W ? ►11 WU C9 U DR >>a J� Uo -1O6 U) °° U w O w O d w © SEPT. '04 THESE w.s MD THE INFDFNNT SHIMI HMN N THE pfl:FENn' a Mw we" N95LY /IpN = PA NN I6PNgUCEg6, N6CIDSMM W 16E 1 11W N *QE W N IM 6 DPW&T PIG- K11=1 NMOUf NSffEN PE 11. COMM. NO: 040503VB DATE: 20 SEPT, BY: TATE CH'KD: PD SHEET NO. AF-ID OF EIGHT r r C! "A" SERIES SHEETS INDICATE BUILDING SHELL INFORMATION. "SP" SERIES SHEETS INDICATE SPACE PLANNING, INTERIOR WINDOWS, EXTERIOR AND INTERIOPI DOORS. "ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWOR AND FINISHES. LOOQ I G PLAN SCALE: 1/8" = 1'-0" (FI PST FLOOD) El 1� IMPORTANT NOTE: ONLY APPROVED SEALERS CAN BE APPLIED TO THE CONCRETE SLAB PRIOR TO INSTALLATION OF THE TATE PEDESTAL FLOORING ADHESIVE. ONLY FLOORS ONE THRU FOUR REQUIRE CONCRETE SEALERS. (NONE ON BASEMENT LEVEL). REFER TO SPECIFICATION SECTION 10220-13 FOR A LISTING OF SEALERS COMPATIBLE W TATE PEDESTAL ADHESIVE SEAL BOND 95. THE SLAB SEALER 1S APPLIED BY THE GENERAL CONTRACTOR AS A PART OF HIS BASE BID. THE PEDESTAL ADHESIVE IS APPLIED BY IRVINE ACCESS FLOOR. IMPORTANT NOTE: REFER TO SPECIFICATION SECTION 10220-2 FOR IRVINE ACCESS FLOORS, INC. SCOPE OF WORK DESCRIPTION 0 LEGEND O LOWER ACCESS FLOOR 1/2" FOR 1/2" PLYWOOD UNDERLAYMENT. LOWER ACCESS FLOOR 1 1/2", INSTALL O2 1/2" CEMENT BOARD, MUD SET C. TILES TO SLOPE TO DRAIN (IN RESTROOMS). FACTORY APPLIED HIGH PRESSURE O LAMINATE FLOORING ON 1/2" PLYWOOD ON TATE FLOOR PANELS. HIGH DENSITY ROLLING FILES IN THESE O AREAS PROVIDE INTERMEDIATE PEDESTAL SUPPORTS AS REQUIRED. O LOWER ACCESS FLOOR 1/2" FOR CEMENT BOARD UNDERLAYMENT. 1/2" PLYWOOD AND CEMENT BOARD NOTE: SUPPLIED AND INSTALLED BY IRVINE ACCESS FLOORS, INC. w Y a o o_ w _Z m w a :3(D W 0) o N m N a o o ~Q� zo I Z W o U O - CA SON I"- Z J U N a.: Li Z I_ J Q V 9Q-m W J a woz W (D>a I- D O C) W Q Z O J d�N Uz N co z d J :3 �u m 0 a —: Ug11- Q[ m LIJ 2 8 ED �G JL UO �o� � �o U w O O:f w O 4 0 m w N 0 z w N V, > W In z a - o z © SEPT. '04 THESE PLWs MD THE INPTNEWTM SHOWN HEREIN ME THE PPOPDM OF EUld81 � � AW6601% PA MO REFWOUCMr, OMIOWO MUSE TIEREDF W N m M PNR E EIRmay PAY Elm WTRIOIR W peama X. COMM. NO: 040503VB DATE: 24 AUG 2004 BY: GVM / EPH CH'KD: PD SHEET NO. AF-2 OF EIGHT 4 ---------------- STAIR 2 AC S FLOOR I IeJ L SCALE1 1/8" = 1'-0" (SE r H-dr --- --- 10 (12 ) IMPORTANT NOTE ONLY APPROVED SEALERS CAN BE APPLIED TO THE CONCRETE SLAB PRIOR TO INSTALLATION OF THE TATE PEDESTAL FLOORING ADHESIVE. ONLY FLOORS ONE THRU FOUR REQUIRE CONCRETE SEALERS. (NONE ON BASEMENT LEVEL). REFER TO SPECIFICATION SECTION 10220-13 FOR A LISTING OF SEALERS COMPATIBLE W/ TATE PEDESTAL ADHESIVE SEAL BOND 95. THE SLAB SEALER IS APPLIED BY THE GENERAL CONTRACTOR AS A PART OF HIS BASE BID. THE PEDESTAL ADHESIVE IS APPLIED BY IRVINE ACCESS FLOOR. IMPORTANT NOTE: =ER TO SPECIFICATION SECTION 20-2 FOR IRVINE ACCESS FLOOD SCOPE OF WORK DESCRIPTION IMPORTANT NOTE, "A" SERIES SHEETS INDICATE BUILDING SHELL INFORMATION. "SP" SERIES SHEETS INDICATE SPACE PLANNING, INTERIOR WINDOWS, EXTERIOR AND INTERIOR DOORS. "ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK AND FINISHES. LEGEND C O LOWER ACCESS FLOOR 1/2" FOR 1/2" PLYWOOD UNDERLAYMENT. LOWER ACCESS FLOOR 1 1/2", INSTALL 2O 1/2" CEMENT BOARD, MUD SET C. TILES TO SLOPE TO DRAIN (IN RESTROOMS). FACTORY APPLIED HIGH PRESSURE O LAMINATE FLOORING ON 1/2' PLYWOOD ON TATE FLOOR PANELS. HIGHT DENSITY ROLLING FILES IN O THESE AREAS PROVIDE INTERMEDIATE PEDESTAL SUPPORTS AS REQUIRED. Q O LOWER ACCESS FLOOR 1/2" FOR 1 CEMENT BOARD UNDERLAYMENT. J 1/2" PLYWOOD AND CEMENT BOARD NOTE, SUPPLIED AND INSTALLED BY IRVINE 1 ACCESS FLOORS, INC. w Y d � Zo w m w Q �� tnrn0 Q N N m 0 HMS Zp I Z w Q o 0 O a 'off < < m2 J N 0- Z Q Li = �m �OZ J a tn Li w co > CL ,• � �alllllll����llllllllm. ■ ('II'III��II'pl''IIIIIIII�I �11n...nll�lllle....Al) J Q W (n cy D O U uJ a Z � I— O LL J LL OQ ro Oar !__IL M W �U U oyw p_ JuL -i>n. J O� UO U) 00 U w D o u- 9 m w O Z o S W W Z D a r - O Z © SEPT. '04 THESE PUNS MD THE INPWRI MN SHONN HERON PRE THE PImPFRIY W FWII® � ONpEY NS1iRC15, PA MO RURDDLU , DSMOMM OR ME ➢EW N M WE OR N PAW IS OPIRSSY PIS H®IEO MHNOOf NWRFR pauz N. COMM. NO: 040503VB DATE: SEPT20, 2004 BY: GVW-fi%t/EPH CH'KD: PD SHEET NO. AF-3 OF EIGHT 4 �I ACCESS L,,. LA (THI SCALE: 1/8" = 1"-0" FLOOR _ AREA - 12,032 S.F. 3 9 IMPORTANT NOTE: ONLY APPROVED SEALERS CAN BE APPLIED TO THE CONCRETE SLAB PRIOR TO INSTALLATION OF THE TATE PEDESTAL FLOORING ADHESIVE. ONLY FLOORS ONE THR,U FOUR QFQU112E CONCRETE SEALERS. (NONE ON BASEMENT LEVE0. REFER TO SPECIFICATIONSECTION 10220-13 FOR A LISTING OF SEALERS COMPATIBLE W TATE PEDESTAL ADHESIVE SEAL BOND 95. THE SLAB SEALER IS APPLIED BY THE GENERAL CONTRACTOR AS A PART OF HIS BASE BID. THE PEDESTAL ADHESIVE IS APPLIED BY IRVINE ACCESS FLOOR. IMPORTANT NOTE: :FER TO SPECIFICATION SECTION 220-2 FOR IRVINE ACCESS FLOOR, SCOPE OF WORK DESCRIPTION. IMPORTANT NOTE: "A" SERIES SHEETS INDICATE BUILDING SHELL INFORMATION. "SP" SERIES SHEETS INDICATE SPACE PLANNING, INTERI R WINDOWS, EXTERIOR AND INTERIOR DOORS. "ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK AND FINISHES. LEGEND c O LOWER ACCESS FLOOR 1/2" FOR 1/2" PLYWOOD UNDERLAYMENT. i LOWER ACCESS FLOOR 1 1/2 INSTALL O 1/2" CEMENT BOARD, MUD SET C. TILES TO SLOPE TO DRAIN (IN RESTROOMS). FACTORY APPLIED HIGH PRESSURE O LAMINATE FLOORING ON 1/2" PLYWOOD ON TATE FLOOR PANELS, HIGHT DENSITY ROLLING FILES IN P O THESE AREAS PROVIDE INTERMEDIATE PEDESTAL SUPPORTS AS REQUIRED, -i n LOWER ACCESS FLOOR 1/2" FOR J CEMENT BOARD UNDERLAYMENT. 1/2" PLYWOOD AND CEMENT BOARD NOTE SUPPLIED AND INSTALLED BY IRVINE ACCESS FLOORS, INC. w Y a o Z a w m N ~� Q co N ( p Q O m N WMM N a m C H 't Zo I Z w o U Q C? aQ� a < mw�. ®� N EL Z = U >-m .. w J Q moz Lo w = w to > a D 0 U W Q Z ° 1- 0 i 0 N Z � z_ Q J m U gLL w z� W U �>a —� IL U O J O U) 0 U w o � rr o a w T-TT�i 0 m W L � � z c 0 pi Iz U SEPT. '04 THESE pLms AND THE INFORMATION SHOWN HEREIN ME THE PRWFRIT OF EN110 ORRNS\5 BNOlY ASIN M PA AND RFPPODUMM DBIXDAMFS OR IISE VOW N WHNE OR N RWf IS OTRMY PRY NNIED MDpUf MEREN PERMSNNL COMM. NO: 040503VB DATE: 20 $PET. 2004 BY: GVM -lQ/EPH CH'KD: PD SHEET NO. AF-4 OF EIGHT i d ) I LL 1-4 II _ _ ... _ .. s £� r - - - ' 1 i rl I I I I fI%" I s41 f -- BRIDGE ROOF BELOW A E PLAN (FOLJQTH FLOOP) 7SCALE: 1/e" = 1'-0" FLOOR AREA - 12,032 S.E. m IMPORTANT NOTE, ONLY APPROVED SEALERS CAN BE APPLIED TO THE CONCRETE SLAB PRIOR TO INSTALLATION OF THE TATE PEDESTAL FLOORING ADHESIVE. ONLY FLOORS ONE THRU FOUR REQUIRE CONCRETE SEALERS. (NONE ON BASEMENT LEVEL). REFER TO SPECIFICATION SECTION 10220-13 FOR A LISTING OF SEALERS COMPATIBLE W TATE PEDESTAL ADHESIVE SEAL BOND 95. THE SLAB SEALER IS APPLIED BY THE GENERAL CONTRACTOR AS A PART OF HIS BASE BID. THE PEDESTAL ADHESIVE IS APPLIED BY IRVINE ACCESS FLOOR, IMPORTANT NOTE: REFER TO SPECIFICATION SECTION 10220-2 FOR IRVINE ACCESS FLOORS, INC. SCOPE OF WORK DESCRIPTION. IMPORTANT NOTES "A" SERIES SHEETS INDICATE BUILDING SHELL INFORMATION. "SP" SERIES SHEETS INDICATE SPACE PLANNING, INTERIOR WINDOWS, EXTERIOR AND INTERIOR DOORS. "ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK AND FINISHES. LEGEND < O LOWER ACCESS FLOOR 1/2" FOR 1/2" PLYWOOD UNDERLAYMENT. LOWER ACCESS FLOOR 1 1/2", INSTALL Oz 1/2" CEMENT BOARD, MUD SET C. TILES TO SLOPE TO DRAIN (IN RESTROOMS). FACTORY APPLIED HIGH PRESSURE O LAMINATE FLOORING ON 1/2" PLYWOOD ON TATE FLOOR PANELS. HIGH DENSITY ROLLING FILES IN THESE 0 AREAS PROVIDE INTERMEDIATE PEDESTAL SUPPORTS AS REQUIRED. O LOWER ACCESS FLOOR 1/2" FOR CEMENT BOARD UNDERLAYMENT. 1/2" PLYWOOD AND CEMENT BOARD NOTE, SUPPLIED AND INSTALLED BY IRVINE ACCESS FLOORS, INC. , Li J Y a o - Z � w m V ~ O W a =)co V) a) N m N u) 1000 FQ� Z— I Z W a oo a�rn you < U N O_=� [ui J Q v Z = U rm .. LU J a moz ® Un w = Iyl cD > a J Q W V) W DC U uJ a T Q I— 0 LL J u- N ®0 I—v Z D > cn �0 04-1 Q-1 �[ m W Z 9 W WU U DDf w lL -1>a -i O � U0 U)°LL U w � IL 0 O m I 0 0 w y V) ; W cr w Z 4 - o z ©SEPT. '04 THESE PUNS Mo THE INFDNNATION SHOWN HEREIN ME R E PImPEAf! W EDWO fADdBAS BICDEY ARMM PA MD REPHWUCNOAS, 05CIOSUfff3 M ME llfAmF N WIaE DR W PNR 6 E1PRE�.1 AD- H9RD NDIgUi' WPofifll PEIM�]N. COMM. NO: 040503VB DATE: 24 AUG 2004 BY: GVW JR/ EPH CH'KD: PD SHEET NO. AF-5 OF EIGHT FRI w E, 0 Ln 0 N M m Eh 3 m 0 rn C w t 0 o. U. O+O 0 0 N a 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. 1061 DESIGN LOADS: THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2001. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: ROOF: LIVE LOAD — 20 psf. DEAD LOAD — 25 psf. STAIRWAYS: LIVE LOAD — 100 psf. OFFICE AREAS: LIVE LOAD — 100 psf. DEAD LOAD — 35 psf. (INCLUDED IN ABOVE IS 10.5 PSF FOR TATE ACCCESS FLOOR SYSTEM, AND 10 PSF FOR LIGHT PARTITIONS.) WIND: ASCE 7-98 140 MPH REGION USE FACTOR 1.0 EXPOSURE 'B' CATEGORY II Gcpi=+/-0.18 — ENCLOSED BLDG. EXTERIOR GLAZED OPENINGS SHALL BE IMPACT RESISTANT OR PROTECTED PER FBC 1606.1.4. 1070 SPECIAL INSPECTIONS: THIS BUILDING IS CLASSIFIED AS A "THRESHOLD BUILDING". SPECIAL INSPECTION OF THE CONSTRUCTION IS REQUIRED BY THE STATE OF FLORIDA IN ACCORDANCE WITH CHAPTER 553 OF THE FLORIDA STATUTES. CONSTRUCTION SHALL BE INSPECTED IN ACCORDANCE WITH THE SPECIAL INSPECTION PLAN. 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: A.M. ENGINEERING AND TESTING, INC.; PROJECT NO. D-03530 TITLED: Geotechnical Exploration for St. Lucie county Clerk's Office, Indian River Drive and Atlantic Avenue, Fort Pierce, Florida DATED: NOVEMBER 17, 2003 FOUNDATION DESIGN IS BASED ON A SOIL BEARING PRESSURE OF 6,000 psf FOR SOIL IMPROVED BY VIBRO—REPLACEMENT; 2,000 psf FOR COMPACTED FILL. 2207 SOIL COMPACTION: SUBSURFACE DENSIFICATION SHALL BE PERFORMED BY VIBRO REPLACEMENT METHOD TO ACHIEVE REQUIRED SOIL BEARING CAPACITY. VIBRO—REPLACEMENT PENETRATIONS SHALL BE AT LOCATIONS AND DEPTHS SHOWN ON THE APPROVED SHOP DRAWINGS. SHOP DRAWINGS SHOWING LAYOUT OF VIBRO—REPLACEMENT LOCATIONS AND DETAILED INSTALLATION PROCEEDURES AND SPECIFICATIONS SHALL BE PREPARED UNDER THE DIRECT SUPERVISION AND SIGNED AND SEALED BY A FLORIDA LICENSED ENGINEER SPECIALIZED IN VIBRO—REPLACEMENT. SUBSEQUENT FILL TO THE UNDERSIDE OF THE GROUND FLOOR SLAB SHALL BE ADDED IN LIFTS NOT EXCEEDING 10 INCHES AND EACH LIFT COMPACTED TO 98% OF A MODIFIED PROCTOR DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-1557. VERIFICATION THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY AN INDEPENDENT GEOTECHNICAL CONSULTANT EMPLOYED BY THE OWNER AND APPROVED BY THE ENGINEER. LOCATIONS FAILING TO MEET THE REQUIREMENTS SHALL BE RECOMPACTED AND RETESTED AT THE CONTRACTORS EXPENSE AND AS DIRECTED BY THE INDEPENDENT GEOTECHNICAL CONSULTANT. 3101 FORMWORK AND SHORING (CONCRETE SLABS AND BEAMS): NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT LEAST TWO—THIRDS 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, MUST BE REVIEWED BY THE ENGGNEER. 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 RECOMMENDED. 3302 CONCRETEI- SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX: 3000 psi FOR FOUNDATIONS AND SLABS ON GRADE. 4000 psi FOR OTHER STRUCTURAL CONCRETE, EXCEPT AS NOTED BELOW. 6000 psi FOR COLUMNS AND SHFARWALLS FOUNDATION TO FIRST LEVEL. 5000 psi FOR COLUMNS AND SHEARWALLS FIRST LEVEL TO SECOND LEVEL. 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 REQUIREMENTS OF ASTM C33 FOR COARSE AGGREGATE. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM STANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1-1/2) HOURS. IF FOR ANY REASON THERE IS A LONGER DELAY THAN THAT STATED ABOVE, THE CONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. SLABS SHALL BE CURED USING A DISSIPATING CURING COMPOUND MEETING ASTM STANDARD C309 TYPE 1—D AND SHALL HAVE A FUGITIVE DYE. THE COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE WATER HAS LEFT THE UNFINISHED CONCRETE. SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY. CALCIUM CHLORIDES SHALL NOT BE UTILIZED; OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER. CONCRETE MIX DESIGNS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE. IF ACCEPTED, PEA ROCK PUMP MIX USE IS LIMITED TO VERTICAL ELEMENT POURS AND BEAM POURS LESS THAN 60 LINEAL FEET PER POUR. CONCRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED, STATISTICAL BACK—UP DATA AS PER CHAPTER 5 OF ACI 318. WATER/CEMENT RATIO FOR CONCRETE AT EXTERIOR BALCONIES SHALL NOT EXCEED 0.40 BY WEIGHT. 3303 WEATHER RESISTANCE: WHEREVER CONCRETE BALCONIES (OR OTHER FLAT SURFACES) OF THE REINFORCED OR POST — TENSIONED CONCRETE SLABS ARE TO REMAIN EXPOSED TO THE WEATHER THROUGHOUT THE LIFE OF THE BUILDING, THE TOP SURFACE OF THE CONCRETE SHALL BE TREATED WITH A CLEAR NONFLAMMABLE PENETRATING SEALER OF THE ALKYL—ALKOXY SILANE CLASSIFICATION, SUCH AS SONNEBORN PENETRATING SEALER 20, HYDROZO ENVIROSEAL 20, OR OTHER ENGINEER APPROVED WEATHER RESISTANT SYSTEM. APPLICATION AND SURFACE PREPARATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 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 A COMPOSITE CONCRETE SLAB, SIZE AND REINFORCED AS INDICATED, CAST OVER PRESTRESSED CONCRETE JOISTS, UNLESS OTHERWISE SHOWN. MAXIMUM JOIST DEPTH LENGTH SHALL BE SUFFICIENT TO EXTEND 3" INTO SUPPORTING BEAMS. PRESTRESSED CONCRETE JOIST SYSTEM SHALL BE DESIGNED BY SPECIALTY ENGINEER IN ACCORDANCE WITH ACI 318-83 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. 4203 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 NOTED 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 FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS VERTICAL GROUT SPACE, CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF CELLS TO BE GROUT FILLED IN EACH POUR IN EXCESS OF 5 FEET IN HEIGHT. ANY OVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS. THE CLEANOUTS SHALL BE SEALED BEFORE GROUTING, AFTER INSPECTION. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLIDLY WITH GROUT. GROUT SHALL BE POURED IN LIFTS OF 4 FEET MAXIMUM HEIGHT. GROUT SHALL BE CONSOLIDATED AT TIME OF PLACING BY VIBRATING AND RECONSOLIDATED LATER BY VIBRATING BEFORE PLASTICITY IS LOST. WHEN TOTAL GROUT POUR EXCEEDS 5 FEET IN HEIGHT, THE GROUT SHALL BE PLACED IN 4 FOOT LIFTS. MINIMUM CELL DIMENSION SHALL BE IN ACCORDANCE WITH TABLE 5 OF ACI 530.1 (3" X 3" FOR COARSE GROUT, 12 FT. MAXIMUM POUR HEIGHT). WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE MADE BY STOPPING THE POUR OF GROUT NOT LESS THAN 1-1/2 INCH BELOW THE TOP OF THE UPPERMOST UNIT GROUTED, 4207 LINTELS: MASONRY OPENINGS LESS THAN 10 FEET SHALL'BE SPANNED WITH 8"02" CONCRETE LINTELS WITH 2#5 REINFORCING BARS TOP AND BOTTOM. MASONRY OPENINGS LESS THAN 6 FEET SHALL BE SPANNED WITH 8"X8" CONCRETE LINTELS WITH 2#5 REINFORCING BARS BOTTOM. LINTELS SHALL BEAR A MINIMUM OF 8" AT EACH END. 5101 STRUCTURAL STEEL: WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A-572 OR A-992 GRADE 50 AND OTHER SHAPES SHALL CONFORM TO ASTM A36 AND "THE SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. SHOP CONNECTIONS TO BE WELDED (UTILIZING E70XX ELECTRODES) AND FIELD CONNECTIONS TO BE BOLTED, UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS. STEEL SHALL RECEIVE ONE SHOP COAT AND ONE FIELD TOUCH UP COAT OF APPROVED PAINT, EXCEPT WHERE GALVANIZING IS INDICATED ON THE DRAWINGS. STRUCTURAL TUBING SHALL CONFORM TO ASTM A-500, GRADE 8, Fy = 46 ksi. STRUCTURAL PIPE SHALL CONFORM TO ASTM A-53 GRADE B, TYPE E OR S, Fy = 35 ksi. BEAM CONNECTIONS TO TUBE COLUMNS SHALL BE A.I.S.C. THRU—PLATE TYPE UNLESS SHOWN OTHERWISE. BOLTED CONNECTIONS SHALL CONSIST OF MINIMUM 3/4 INCH DIAMETER ASTM A-325N HIGH STRENGTH BOLTS. BEAM CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR FOR THE REACTIONS SHOWN ON THE PLANS. IF NOT SHOWN, THE FABRICATOR SHALL DESIGN THE BEAM CONNECTIONS TO SUPPORT AN END REACTION OF W/2 KIPS FROM THE TABLES IN PART 2 "ALLOWABLE UNIFORM LOADS IN KIPS FOR BEAMS LATERALLY SUPPORTED" OF THE MANUAL OF STEEL CONSTRUCTION (9TH EDITION), BUT CONNECTIONS SHALL NOT HAVE LESS THAN 2 ROWS OF BOLTS. ANCHOR BOLTS SHALL CONFORM TO ASTM A-307 OR A-36 (THREADED ROD). 5110 SHEAR STUD CONNECTORS: SHEAR STUD CONNECTORS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING CODE", SECTION 7 — STUD WELDING. STUDS SHALL BE TYPE 'B', HEADED STUDS HAVING A MINIMUM TENSILE STRENGTH OF 60,000 psi., AND SHALL BE OF LENGTH AND DIAMETER SHOWN ON STRUCTURAL DRAWINGS. 5111 WELDING: WELDING SHALL BE DONE BY WELDERS WITH CURRENT CERTIFICATION USING ASTM E70 SERIES ELECTRODE FOR SHOP WELDING A36 STEEL, AND E70 SERIES LOW HYDROGEN ELECTRODES FOR ALL WELDING OF HIGH STRENGTH STEELS AND FOR FIELD WELDING. WELDS SHOWN ON STRUCTURAL DRAWINGS ARE MINIMUM DESIGN REQUIREMENTS. THE FABRICAT R'S SHOP DRAWINGS SHALL REFLECT WELDS IN ACCORDANCE WITH AWS REQUIREMENTS. UNLESS NOTED OTHERWISE ON THE DRAWINGS, GROOVE WELDS SHALL BE FULL PENETRATION. PROVIDE FILLET WELDS AT CONTACT POINTS BETWEEN STEEL MEMBERS SUFFICIENT TO DEVELOP THE ALLOWABLE TENSILE STRENGTH OF THE SMALLER M MBER AT THE JOINT UNLESS DETAILED OTHERWISE ON THE DRAWINGS 5403 LIGHT GAUGE STEEL FRAMING: LIGHT GAUGE STEEL 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 T E SIGNATURE, DATE, AND EMBOSSED SEAL OF THE ENGINEER. SHOP DRAWINGS SHALL CLEARLY INDICATE CONNECTIONS AND MATERIALS USED. 0 xz in04 CORNER BARS TO FOOTING REINFOR( CORNER TYP PLACE WIRE S( CORES (SHEET FELT Pi 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 T's AT WALL INTERSECTIONS GROUT FILLED CELL. PLACE - AND CONSOLIDATE GROUT IN 4 FT. LIFTS MORTAR CROSS WEBS ADJACENT TO FILLED CELLS ASTM C-90 C.M.U's / CONTINUOUS REINFORCING TYPICAL STRIP FOOTING REINFORCING PTWIT THRU PADS SNAG\��i�i�7G�7 PERPENDICULAR FOOTING INTERSECTION DETAIL CAST IN PLACE REINF. CONC. TIE BEAM . LATH OR d OVER TO BE FILLED -0" 4IN.) FOUNDATION u SET FIRST COURSE IN FULL MORTAR BEDDING CLEAN OUT OPENINGS AT GROUT FILLED CELL LOCATIONS. FOR WALLS OVER 4 FT. HIGH WALL CONSTRUCTION ABBREVIATIONS AS - ANCHOR BOLT MFR - MANUFACTURER ALT - ALTERNATE MAS - MASONRY APPROX - APPROXIMATELY MO - MASONRY OPENING ARCH - ARCHITECTURAL MATL - MATERIAL MAX - MAXIMUM B - BOTTOM MECH - MECHANICAL BLDG - BUILDING MTL - METAL BM - BEAM MIN - MINIMUM BOTT - BOTTOM MISC - MISCELLANEOUS BRG - BEARING NS - NEAR SIDE C/C - CENTER TO CENTER NIC - NOT IN CONTRACT CH - CHANNEL NTS - NOT TO SCALE CIP - CAST IN PLACE CJ - CONTROL JOINT O/C - ON CENTER CL - CENTERLINE OPNG - OPENING CLR - CLEAR CMU - CONCRETE MASONRY UNIT PART. - PARTITION COL - COLUMN PL - PLATE GONG - CONCRETE PLF - POUNDS PER LINEAR FOOT CONFIG - CONFIGURATION PSF - POUNDS PER SQUARE FOOT CONT — CONTINUOUS PSI — POUNDS PER SQUARE INCH CONTR - CONTRACTOR PT - POST TENSIONED/PRESSURE TREATED CTR - CENTER R - RISER DBL - DOUBLE REINF - REINFORCING DET - DETAIL REM - REMAINDER DIA - DIAMETER REQ'D - REQUIRED DIM - DIMENSION REV - REVISED/REVISION ON - DOWN RM - ROOM DR - DOOR RO - ROUGH OPENING DWG - DRAWING SCHED - SCHEDULE EA - EACH SECT - SECTION EF - EACH FACE SIM - SIMILAR EJ - EXPANSION JOINT SL - SLOPE EL - ELEVATION SQ - SQUARE ELEV - ELEVATOR SP - SPIRAL EQ - EQUAL STD - STANDARD EW - EACH WAY SW - SHEARWALL/SHORT WAY EXIST. - EXISTING STL - STEEL EXP - EXPANSION STRUCT - STRUCTURAL FIN - FINISH TS - TIE BEAM FLR - FLOOR TC - TIE COLUMN FND - FOUNDATION T/O - THRU OUT FOM - FACE OF MASONRY TO - TOP OF FS - FAR SIDE TOC - TOP OF CONCRETE FT - FOOT T - TOP FTG - FOOTING TEMP - TEMPERATURE TOS - TOP OF STEEL GA - GAGE TR - TREAD GALV - GALVANIZED TYP - TYPICAL HC - HOLLOW CORE UNO - UNLESS NOTED OTHERWISE HORIZ - HORIZONTAL HP - HIGH POINT VERT - VERTICAL Id - ISOLATION JOINT W/ - WITH INFO - INFORMATION WD - WOOD INT - INTERIOR WWF - WELDED WIRE FABRIC JT - JOINT KJ - CONSTRUCTION JOINT L - ANGLE LG - LONG ADDITIONAL BARS EQUAL IN AREA TO 1/2 OF LW - LONG WAY INTERRUPTED BARS. MINIMUM 1#5 TOP AND BOTTOM UNLESS NOTED OTHERWISE ON PLANS. 3/4" x — —x—x Do M METAL KEY JOINT OR FORMED KEY WAY CONSTRUCTION JOINT (K.J) JOINT FILLER SAW CUT K X —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) ziAREA OF INTERRUPTED REGULAR REINFORCING. HOOK TOP BARS ONLY (ALL FOUR SIDES) 1#5 x S-6" AT EACH CORNER AT CL SLAB TYPICAL REINFORCEMENT AT SLAB OPENING IF MASONRY CONTINUES ABOVE EXTEND REINF. TO PROVIDE LAP WITH BAR ABOVE 3" SLEEVE (GROUT FILL) BEAM OR SLAB PLAN) VERT. REINF. IN GROUT ZI 1 LLS, SEE PLAN FOR ESIZE EAND LOCATION .. 1 MASONRY UNITS TO BE 1'-6" PLACED SLAB ABOVE�S AND (MIN.) REINF'G. SLEEVE AT INIFILL MASONRY FOOTING DETAIL 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. WALL 1/2" PREMOLDED OR PIER FILLER ISOLATION JOINT (I.J) JENKINS & CHARLAD INCORPORATED Consul8ng Engineers 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. 03FTP041 J a z w m to E- p w Q 0 LO V)m Q N M Z N Q m o H- 'It 1 Z U a —0 O - 0% O to H' V) J N Ld Z m LLI -I a �C)O Q Ln w = W CD>C_ J Q W (n V/ L� U U w W O W U) 0 L O r>CD Z 0V ryM O FVC) FVU_ �[ W z U Q W z Za � J of H U 0 W o0 1- LAJ D_ 0.. O La 0 m LLJ O rn LI.I z O_ M y > w O_ z 0 � d C SEPT, 04 1HESE PUNS AND THE INFORNATION SHOWN HEREIN ARE THE PROPFRR OF FODRD offs" RNNFY AR mem PA AND RFPROODOIKK$ DSMMR6 OR USE THNOF IN RHDE OR N Pdg 6 aRAF$LY PRO- Hww DRIWF NDnEN PSN®OP. COMM. NO: 040503VB DATE: 20 SEPT 04 BY: DAB CH'KD: JDM SHEET NO. S-1 OF 14 yyLVIVIIV J I IVI LJVLJ — INDICATES COLUMN BELOW O— INDICATES COLUMN THRU 0 — INDICATES COLUMN ABOVE m .I _ , f - SEE SHEET S-14 FOR PEDESTRIAN BRIDGE FOUNDATION 10 - 11 F UN ATION & STREET LEVEL PLAN SCALE: v"='i1'-0" NORTH 1. VERIFY A'LL DIMENSIONS AND ELEVATIONS WITH ARCHITECTUAL DRAWINGS BEFORE I COMMENCING CONSTRUCTION. ALL DISCREPANCIES SHALL BE BROUGHT TO. THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER. ' FOR SLAB, SLOPES, STEPS AND ADDITIONAL INFORMATION SEE ARCHITECTURAL DRAWINGS. 2. ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS REFER TO (N.G.V.D.) REFERENCE ELEVATION. 3. TOP OF FOOINGS SHALL BE ELEVATION 6'-8" UNLESS SHOWN THUS 4'-0" 4. FLOOR SHALL BE MINIMUM 4" OR 5" CONCRETE SLAB -ON -GRADE, REINFORCED AS SHOWN ON PLAN PROVIDE TOOLED OR SAW -CUT CONTROL JOINTS (C.J.) PER DETAIL ON SHEET S-1, JOINT PATTERN SHALL BE APPROXIMATELY SQUARE AND LIMITED TO AN AREA NOT EXCEEDING 225 SF. SEE ARCHITECTURAL DRAWINGS FOR SLOPES. PROVIDE W.W.F. IN SHEETS WITH CHAIRS AND SAND PLATES FOR SUPPORT. CAST SLAB OVER VAPOR BARRIERON COMPACTED FILL. 5. I.J. INDICATES ISOLATION JOINT, SEE DETAIL SHEET S-1. 6. C.J. INDICATES CONTROL JOINT, SEE DETAIL SHEET S-1. W.C.J. INDICATES WALL CONTROL JOINT. 7. SEE SHE! T S-1 FOR TYPICAL DETAILS. 8. INDICATES 8" OR 12" IN FILL MASONRY, REINFORCED WITH #5 BARS IN GROUT FILLED CELLS AT 40" O.C. AND AT CORNERS, INTERSECTIONS AND OPENINGS (TYP. U.N.O.). MASONRY SHALL BE PLACED AFTER STRUCTURE ABOVE IS COMPLETE AND SHORING/RESHORING IS REMOVED. SEE INFILL MASONRY DETAIL SHEET 5-1. 9. TE-1 INDICATES 8" WIDE x 8" DEEP THICKENED SLAB EDGE W/1#4 CONT. TE-2 INDICATES 12" WIDE x 8" DEEP THICKENED SLAB EDGE W/2#4 CONT. TS-1 INDICATES 12" WIDE x 8" DEEP THICKENED SLAB EDGE W/2#4 CONT. FOOTING SCHEDULE MARK WSIZE 'x L x D REINFORCING REMARKS * 1'-8"x, CONT. x 1'-O" 2#5 CONT. BOTT. * DESIGNED FOR 2000 PSF. ALLOWABLE BRG. VIBRO REPLACEMENT NOT REQUIRED. V I 2'-6"x! CONT. x 1''-0" 3#5 CONT. BOTT. * DESIGNED FOR 2000 PSF. ALLOWABLE BRG. VIBRO REPLACEMENT NOT REQUIRED. 3'-6"x CONT. x 1'-0" 4#5 CONT. BOTT.;#4018 TRANS. * DESIGNED FOR 2000 PSF. ALLOWABLE BRG. VIBRO REPLACEMENT NOT REQUIRED. 3'-6"x 3'-6" x 1°-0" 4#5 BOTT, E.W E 4'-6"x 5'-0"`x 1'-4" 6#5 BOTr. E.W. 5'—O"x 5'-0" x 1'-4" 6#5 BOTT. E.W. 5'-6"xl 5'-6" x 1'-6" 7#5 801T. E.W. �i 6'-O"x6'-0" x 1'-B" 6#6 BOTT, E.W. J 6'-6"x 6'-6" x 1'-9" 8#6 BOTT. E.W. 7'-0"x 7'-0" x 2'-0" 9#6 BOTT. E.W. 7'-6"x 7'-6" x 2'-0" 7#7`BOTT. E.W. 9'-O"x 9'-0" x 2'-4" 8#8 BOTT. E.W. 9'-6"x 9'-6" x 2'-6" 7#9 BOTT. E.W. 10'-0"x 10'-0" x 2'-7" 8#9 BOTT. E.W. 11'-0"x'11'-O" x 2'-10" 9#9 BOTT. E.W. 11'-6"x 11'-6" x 3'-0" 10#9 BOTT. E.W. l(FD)7'-O"xl 7'-0"x10'-O" x 2'-6" 8#8 L.W.; 11#6 S.W. BOTT. l'-O" x 2'-8" 8#9 L.W.; 12#6 S.W. BOTT. tll 7'-O"x13'-0" x 2'-2" 8#8 L.W.TOP & BOTT.; 10#8 S.W. BOTT, * 4'-O"x 4'-0" x 1'-0" 4#5 BOTT. E.W. * DESIGNED FOR 2000 PSF, ALLOWABLE BRG. VIBRO REPLACEMENT NOT REQUIRED. OW * 4'-6"x 4'-6" x 1'-0" 4#5 BOTT. E.W. * DESIGNED FOR 2000 PSF, ALLOWABLE BRG. VIBRO REPLACEMENT NOT REQUIRED. 0* 5'-O"x 5'-0" x 1'-On 5#5 BOTT. E.W. * DESIGNED FOR 2000 PSF. ALLOWABLE BRG. VIBRO REPLACEMENT NOT REQUIRED. * 5'-6"x 5'-6" x 1.'-0" 5#5 BOTT. E.W. * DESIGNED FOR 2000 PSF. ALLOWABLE BRG. VIBRO REPLACEMENT NOT REQUIRED. 7'-6"x 20'-0" x 2'-0" 8#8 L.W. BOTT.; 20#6 S.W. BOTT. � * 3'-O"x CONT. x 1'-O" 3#5 CONT. BOTT. * DESIGNED FOR BRG. REPLACEMENT NOT REQUIRED. JENKINS & CHARLAND INCORPORATED hh'.E ConeulUng Engineem FLORIDA ENGINEERING BUSINESS 650 COMM. NO: 040503VB 2011 S. 25TH Street, Suite 211 DATE: 20 SEPT 04 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 SHEET NO. STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. ' J w o Z a 0] Q to V)rna N 04 PO m to to °8 c I- a `> Z Z Q p0d7 I—z °OEo QCAI V _I N O_ 3f 0 a" _jLi Z � rm Lil J Of Q IxC)O Inw2 w w>0- J Q w (n V l 1__IL Ory U z O Ill U) 'I� LL O > ov 00 um WJ O �IL W U ow ::) za U -1 ui 6 oo U LJ O Of O d L� 0 m w O rn Z w g vs V! of � O W O Q a z FILE No. 03FTP041 © SEPT. 04 THESE PL s ANo THE INFORMATION SHOWN HEREIN ARE ME PROPERTY OF EOOWO MUM RKLEY ARMIUM,, PA AND REPPOOUONO` % OIS LM,IES OR USE TE@OF UL WHOLE OR N PARF 5 E)FRE .T PRO - HIM wlH WROIe! PER mm Co I I 00 a -- COLUMN SYMBOLS 4 0— INDICATES COLUMN BELOW 0— INDICATES COLUMN THRU 0— INDICATES COLUMN ABOVE D8 9 I I I I 24'-0" 13'-8" 14'-2" 9'-6" 12'-0" 6'-0" IO 10 O IO I O 3 - - - S-1 6" CONC. n SLAB 11 �J 18-1 O 1B-2 1B 3 o 18-4 10 1B-5 - - - � OPEN EF J-----f—I-------------- --- --------------- ----------- / I F------- I \ I R4 I \ I I 16 {ICJ ®4'-7 1 /2°' I I —� R5 I 7zR1 j1zfl 16 PCJ 0 4'-7 1/2"m14OmII 1 N VIM 2R9mYDOUBJOISTS m 6 I S-1 --S I I C 1 B-5 I I I I _ � y R8 I I 0D /12 f'CJ ® OPEN18-10 I I ml Xt l O 1 18 1 I^00 5-7 1/2" 1B 49 I 21 I I S.W.#1 R4 I m m I cn —mil / \ I I I , I m 22 I I I I I I R1 I I 24 � �B� ,� I Js o �L I R12 29 1 N DEL.+20'-5" _BLS_ 2 I I m O ie 1 27 28 I w I S-1 a I R411 CD I I 'tl I L01 nlI / I I 26 ml I 30 X ^I ml --- I I 33 I 1 Ln I I R12 I � I G I I 1 m 32 I I_ R13 I 34 R1 I FIRST FLOOR FRAMING PLAN 15 SCALE: }g"=1'-O" NORTH 1. ALL ELEVATIONS SHOWN ON THESE PLANS ARE RELATIVE TO THE TOP OF THE GROUND FLOOR SLAB AT ELEVATION +8'-0". VERIFY ALL ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 2. REFER TO STRUCTURAL NOTES ON S-1 FOR ADDITIONAL INFORMATION. 3. SEE SHEET S-11 FOR COLUMN SCHED. AND S-9, S-10 FOR BEAM SCHEDULES. 4, FOR DIMENSIONS NOT SHOWN, SEE FOUNDATION PLANS AND ARCHITECTURAL DRAWINGS. FOR SIZE AND LOCATION OF SLAB OPENINGS SEE MECHANICAL AND ARCHITECTURAL DRAWINGS. 5. FLOOR SYSTEM SHALL CONSIST OF 4" INCH CONCRETE SLAB OVER PRECAST CONCRETE JOISTS. FLOOR SHALL BE REINFORCED WITH #4 0 12" C/C PERPENDICULAR TO JOISTS AND #3 0 12" C/C PARALLEL TO JOISTS. PLACE REINFORCING AT MID -DEPTH OF SLAB, NOTE 7 PERPENDICULAR LAYER ON TOP. JOIST DEPTHS AND SIZES ARE SHOWN ON PLANS. JOIST SUPPLIER MAY SUBMIT ALTERNATE SPACING LAYOUT FOR JOIST PROVIDED THE FOLLOWING CRITERIA IS MET: SEE STRUCTURAL NOTES ON S-1 FOR SUPERIMPOSED FLOOR LOADS FOR CONCRETE JOIST DESIGN. 6. TOP OF FIRST FLOOR SLAB EL.+20'-5" 7. 8"/7" CONCRETE SLAB WITH #40 12" C/C EA. WAY BOTT. 8. INDICATES AREA DESIGNED FOR HIGH DENSITY FILE STORAGE WT. = 250 PSF. 9. ® INDICATES 8" OR 12" IN FILL MASONRY, MW1 REINFORCED WITH #6 BARS IN GROUT FILLED CELLS AT 48" O.C. AND AT CORNERS, INTERSECTIONS AND OPENINGS (TYP. U.N.O.). MASONRY SHALL BE PLACED AFTER STRUCTURE ABOVE IS COMPLETE AND SHORING/RESHORING IS REMOVED. F I _ 04 / R3 1 I i 52 IN N I I 51 i t 1 I I m I I I O� Im h m i y 53 NOTE mL----- i r----- 1 B-23 N I I m I `O 12PCJ0 54 ------ -- I 12 PCJ ®m 1 1 12 PCJ 05'-7 1/2; i /i I 1B-20 1 5'-7 1/2" 57 to 5'-7 1/2" I 1 m !I R6 1 1 - - - - - - L--- r �l mto O _! ------ -- I ------- ---- 18-31 18-32 ! 59 �! R12 On -- - - - - - --18 55 1B-19 56 58 ! R3 -i __R13 1 1 m I ! 12 PCJ R3! ! ! I r 1 _ I 1B_50``` � _ R72 63 STEEL SYMBOLS 4 / 12 T T=TOP 21 BAR SIZE- B=BOTTOM 0 BAR SPACINGC='C 10 BAR PLACEMENT E='E 11 12 REINFORCING SCHEDULE MARK REINFORCING REMARKS R1 - #4 ® 12" C/C TOP X 12'-0" STAGGER ENDS 12" R2 - #4 0 12" C/C TOP X 8'-0" STAGGER ENDS 12" R3 I - #4 0 12" C/C TOP X 4'-0" R4 - #4 0 12" C/C TOP X 5'-0" R5 - #4 ® 12" C/C TOP X 12'-0" R6 1 - #4 ®24" C/C TOP X 4'-0" R7 - #4 0 B" C/C TOP X 10'-0" R8 - #4 0 12" C/C TOP X 8'-0" R9 - #4 0 12" C/C BOTT. R10 - #4 ® 12" C/C BOTT. ALTERNATE W SLAB BARS EXTEND 2'-O" BEYO D AREA OF FILE STORAGE R11 - (5)#4 0 9" C/C TOP X 9'-0" R12 - (3)#4 ® 12" C/C TOP X 5'-0" R13 - (3)#4 0 12" C/C BOTT. ADDED BOTT. BARS w Y a o Z n' w m W a Z) to tnrnQ (n Q N N mQ m coo, HMS ZQI cD Q LL c J N V CLS� Ld I_ I Q v LLJ Z >-m MQZ J Q 0 un w = W co > D_ 1� o U) U W Z LU _� '1 O W o Z�� V D li O F� �[ W Q U LU O ° � � Za U _I Uri I- U)oo F— U W 0 d a' O m m IJ of If O IN w Z 0 to a w � 0 w � o a z 8 CHARNS CNARLAND INCORPORATED Consulting Engineers COMM. NO: 04050SVB FLORIDA ENGINEERING BUSINESS 650 2011 S. 25TH Street, Suite 211 DATE: 20 SEPT 04 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. FILE No. 03FrP041 © SEPT. 04 nIESE PUNS w+o THE INFORMATION SHORN HEREIN ME THE PPOPNIIY Or pHRB ORIDfilS �Iqe NNNNRI$ PA AND IEPROpICIIOIE. 06ClgflAi OR 16£ TEIEOF N YN4E ON IN PIAf IS �I.T PdD- NBIIED eiOlgO NRnFN PFPoIS9pN. 0-- 0 I 04 E0 M I uc ,.' i vvION 28-19711 4104I R3 Ii I 45 I f 7—I R12 I 12PCJ ® , I, 04ml I I I R13 m lI I 1 N S.W.#2 I I 48 28-26Of 49 50 I m - - - - - - - - 47 I R6 I R6IT— I I , N V�i I m R3 I I 52 IN N �I I I O Affl I m mI l I % R12 53 i L___-_ NI N F---- 28-26 --- _ M 54 m------- - I 12 PCJ ® / 12 PCJ (� 5' 7 1/2" i 20 PCJ ®5 -7 1/2" �/ I 2B-24 j 5'-7 1/2" 57 �" I I -----� 2B-35 I L_ 28-36 R3 �f ----35 ------ --- --36 rm - - - I I m 'IE' ) I 59 , -------- --------- N - - - - - - - - - - ---- r , If 28-22 55 28-23 56 `N 1 58 I II R13� 1 � S-1 �' 11 ,I R6 1 S-1 61 I 12 PCJ ®5 -7 tl ^ I , COLUMN SYMBOLS 0— INDICATES COLUMN BELOW 0— 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' _ I P I ar I 63 62 2t''—=O" SECOND FLOOR FRAMING PLAN SCALE: '16"=l'-O" NORTH 1. ALL ELEVATIONS SHOWN ON THESE PLANS ARE RELATIVE TO THE TOP OF THE GROUND FLOOR SLAB AT ELEVATION +8'-0". VERIFY 15 ALL ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 2. REFER TO STRUCTURAL NOTES ON S-1 FOR ADDITIONAL INFORMATION. 3. SEE SHEET S-11 FOR COLUMN SCHED. AND S-9, S-10 FOR BEAM SCHEDULES. 4. FOR DIMENSIONS NOT SHOWN, SEE FOUNDATION PLANS AND ARCHITECTURAL DRAWINGS, FOR SIZE AND LOCATION OF SLAB OPENINGS SEE MECHANICAL AND ARCHITECTURAL DRAWINGS. 5. FLOOR SYSTEM SHALL CONSIST OF 4" INCH CONCRETE SLAB OVER PRECAST CONCRETE JOISTS. FLOOR SHALL BE REINFORCED WITH #4 0 12" C/C PERPENDICULAR TO JOISTS AND #3 0 12" C/C PARALLEL TO JOISTS. PLACE REINFORCING AT MID -DEPTH OF SLAB, PERPENDICULAR LAYER ON TOP. JOIST DEPTHS AND SIZES ARE SHOWN ON PLANS. JOIST SUPPLIER MAY SUBMIT ALTERNATE SPACING LAYOUT FOR JOIST NOTE 7 PROVIDED THE FOLLOWING CRITERIA IS MET. - SEE STRUCTURAL NOTES ON S-1 FOR SUPERIMPOSED FLOOR LOADS FOR CONCRETE JOIST DESIGN. 6. TOP OF SECOND FLOOR SLAB EL.+33'-3" 7. 8"/7" CONCRETE SLAB WITH #4® 12" C/C EA. WAY BOTT. 8. INDICATES AREA DESIGNED FOR HIGH DENSITY FILE STORAGE WT. = 250 PSF. 9. ® INDICATES B" OR 12" IN FILL MASONRY, MW1 REINFORCED WITH #6 BARS IN GROUT FILLED CELLS AT 48" O.C. AND AT CORNERS, INTERSECTIONS AND OPENINGS (TYP, U.N.O.). MASONRY SHALL BE PLACED AFTER STRUCTURE ABOVE IS COMPLETE AND SHORING/RESHORING IS REMOVED. REINFORCING SCHEDULE MARK REINFORCING REMARKS R1 - #4 0 12" C/C TOP X 12'-0" STAGGER ENDS 12" R2 - #4 0 12" C/C TOP X 8'-0" STAGGER ENDS 12" R3 - #4 0 12" C/C TOP X 4'-0" R4 - #4 0 12" C/C TOP X 5'-0" R5 - #4 ® 12" C/C TOP X 12'-0" R6 t - #4 0 24" C/C TOP X 4'-0" R7 - #4 0 8" C/C TOP X 10'-0" R8 - #4 ® 12" C/C TOP X 8'-0" R9 - #4 0 12" C/C BOTT. R10 - #4 0 12" C/C BOTT, ALTERNATE W SLAB BARS EXTEND 2'-0" BEYO D AREA OF FILE STORAGE Rll - (5)#4 ® 9" C/C TOP X 9'-0" R12 - (3)#4 0 12" C/C TOP X 5'-0" R13 - (3)#4 ® 12" C/C BOTT. ADDED BOTT. BARS JENKINS & CHARLAND INCORPORATED L.WE Consulting Engineers 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. 03FTP041 } w Y a o Z_ a w m to O Q N 0 p N in N o ~Q4 Q o ZO 1 Z U 0Frn wa p0tn t Z -� N U n' 2LLI r Z = >_ m .. U W a moz to w = LJ co > n h N U < o _ U Ln < Q o z a w to VJ n� 1_JL O U W z 0 111 U) O L>CID O � pt m J 0O 0t Q[ W_ Q fy W U ow �?a U o0 (f) U w O O D_ 0 m IJ Of Of O N w � 0 to w w D:f EC o Q � � o z © SEPT. 04 THESE Pees Mo THE INFONMATON SHOWN HSiEM ARE THE NNIM" 7 0XMNO llfll� aMW AR Mt= PA AI® q Nmcno F, os awn m IIg HM IN a MI M Phu a ONAEIST PqD- HEnEO WSNNn vmm PW®ML COMM. NO: 04050SVB DATE: 20 SEPT 04 BY: DAB CH'KD: JDM SHEET NO. S-4 OF 14 I 0-- a-- A co i '5�7►�i1mG'il O— INDICATES COLUMN BELOW 0— INDICATES COLUMN THRU 0— INDICATES COLUMN ABOVE I I 13'-6" 13'-6" 17'-8" 24'-0" 13'-8" 14'-2" 9'-6" 12'-0" I 6'-0" _4- OO O I NOTE 7 IO 3B-7 O R12 R12 --- R13 --- -- R13 -- 010 O IM R11 I O o 11 6 MI 9 10 j� 38-1 �j 7 36-2 3B-3 38-4 3B-5 - - IM ,F ------------------- --Z-I-------gip -----_ -__'-----1 --- -------I ____ - ------ I 1 1 � 11 m I 1 i t O 1 i �I 16 PCJ 10 5'-7 1/2' m R5 I I 1 R4'0 11 m --f, ml M 20 PCJ 0 5'-7 1/2" m 1 �1 I I —�I Sil R9 CIO I I 20 PCJ 0 5'-7 1/2" I 1 jz -- I R1 I -1 O I I I 13 /0 20 38-33 R8 f' FEEN 1 g 3B-18 I 11 m / 12 PCJ ®5'-7 1 2" 11 ---- --- " z 1 � 1 1 I to I i I I SW#1 I I I 1 I S.W. I m 1 I I 1 1 ml I of 22 I I I I `Hj I 1 I I R12 1 I m l 1 1 PCJ @ 5'-7 11/2" I I EL.+46'-1" 1 1 1 R12 29 1 e 1 1 1 1 1 R13_ O I I R1Is I I I 1 1 28 1� R6 I 25 I I I I� mj 1 I l i -- - - I , I - - 00 l I �. I R4 R1 OI R72 30 1 31 I t I 1 1 I - R13 _ I - - - I - - - - - i �— - - - - - 33 IO 1 p I 1 I I 1 IRig I� m i G I I I 20 PCJ ®5'-7 1/2"i 1 _R_13- 34 NOTE 7 I� i I I of In 1 I I I 20 PCJ 0 5'-7 1/2" R6 R12 I I IN 111 M1 r,il 36 I I m 1 1 R6 �I I I � R12 0 71 R13 40 m j 42 I I I I I ml l i I 43 I I 2 PCJ ® 5'-7 1/2'° M I M ----------------------- - -- 3B-19 X I NI 41 IR3 I Im i j1 1 45 `� I I R12 N I 8/ PCJ ® 1 I m m 1 O I I I I m I R13 m l I I I I 1- 46 I I I 1 1 I I I I 1 1 1 I I III -1 1 I o JJ I I I I 1 S.W.#2 I �48 3B-26t 49 1' 50 1 I In 1 - - - - - - �I—R6 II 47 I I I I R6 1 I I I a N M� i I 1 521 ED l I o 53 0 R12 I If I- 54 I --- 126PCJ ® � 12 PCJ @ 5'-7 /2" 1 I 20 PCJ ® '-7 1/2" �JI O------- - I 5'-7 1/2" 57 3B-24 I oc 3B--35 3B-36 1 M I I I1------------- ----- I---- ----- R3/ -- - - I m 1 ------- -I -------- n 1 ! R Or! I I - - - - - - - - - 3B-22 55 3B-23 O m Al1 58 J I J ' 213 1JJ I 1 R3 I S-1 j 72 pCJ ® 5,_ 61 I ¢1 STEEL SYMBOLS 4 / 12 T T=TOP BAR SIZE B=BOTTOM BAR SPACING C='C' BAR PLACEMENT E='E' R12� J 63 62 21'_O„ 10 12 THIRD FLOOR FRAMING PLAN SCALE: )�"=1'-O" NORTH 1. ALL ELEVATIONS SHOWN ON THESE PLANS ARE RELATIVE TO THE TOP OF THE GROUND FLOOR SLAB AT ELEVATION +8'-0". VERIFY 15 ALL ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 2. REFER TO STRUCTURAL NOTES ON S-1 FOR ADDITIONAL INFORMATION. 3. SEE SHEET S-11 FOR COLUMN SCHED. AND S-9, S-10 FOR BEAM SCHEDULES. 4. FOR DIMENSIONS NOT SHOWN, SEE FOUNDATION PLANS AND ARCHITECTURAL DRAWINGS. FOR SIZE AND LOCATION OF SLAB OPENINGS SEE MECHANICAL AND ARCHITECTURAL DRAWINGS. 5. FLOOR SYSTEM SHALL CONSIST OF 4" INCH CONCRETE SLAB OVER PRECAST CONCRETE JOISTS. FLOOR SHALL BE REINFORCED WITH #4 0 12" C/C PERPENDICULAR TO JOISTS AND #3 0 12" C/C PARALLEL TO JOISTS. PLACE REINFORCING AT MID -DEPTH OF SLAB, PERPENDICULAR LAYER ON TOP. JOIST DEPTHS AND SIZES ARE SHOWN ON PLANS. JOIST SUPPLIER MAY SUBMIT ALTERNATE SPACING LAYOUT FOR JOIST PROVIDED THE FOLLOWING CRITERIA IS MET: SEE STRUCTURAL NOTES ON S-1 FOR SUPERIMPOSED FLOOR LOADS FOR CONCRETE JOIST DESIGN. 6. TOP OF THIRD FLOOR SLAB EL.+46'-1" 7. 8"/7" CONCRETE SLAB WITH #4® 12" C/C EA. WAY BOTT. 8. INDICATES AREA DESIGNED FOR HIGH DENSITY FILE STORAGE WT. = 250 PSF. 9. ® INDICATES B" OR 12" IN FILL MASONRY, MW1 REINFORCED WITH #5 BARS IN GROUT FILLED CELLS AT 48" O.C. AND AT CORNERS, INTERSECTIONS AND OPENINGS NOTE 7 (TYP. U.N.O.). MASONRY SHALL BE PLACED AFTER STRUCTURE ABOVE IS COMPLETE AND SHORING/RESHORING IS REMOVED. REINFORCING SCHEDULE MARK REINFORCING REMARKS R1 - #4 ® 12" C/C TOP X 12'-0" STAGGER ENDS 12" R2 - #4 ® 12" C/C TOP X 8'-0" STAGGER ENDS 12" R3 - #4 ® 12" C/C TOP X 4'-0" R4 - #4 0 12" C/C TOP X 5'-0" R5 - #4 ® 12" C/C TOP X 12'-0- R6 AS 4 ® 4" /C TOP X 4'-0" R7 - #4 ® 8" C/C TOP X 10'-0" R8 - #4 ® 12" C/C TOP X 8'-0" R9 - #4 ® 12" C/C BOTT. R10 - #4 ®12" C/C BOTT. ALTEL NATE W SLAB BARS EXTEND 2'-0 BEYOND AREA OF FILE STORAGE R11 - (5)#4 ® 9" C/C TOP X 9 -0 R12 - (3)#4 0 12" C/C TOP X 5'-0" R13 - (3)#4 ® 12" C/C BOTT. ADDED BOTT. BARS JENKINS & CHARLAND INCORPORATED Consulting Engineers 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. 03FTP041 } w Y a o a w _Z m N H— O w :D (0 Q V) " O (n N M Q N m I- wF Z Q c Z� I O D_iL(OO l < < M L ^ J N U a=� Z = rm U j IX 0 L; J Q WOO In w 2 w cD > a H In U Ld a o = U a Of Q 1111811 o z a J Q w N D 0 U) U W Z O WT _J._ O U O ~CL °' Z 0A O �IL n/ 1_1L W Z U a LU o W �?a —J u5 U U)oo U w O a Li 0 m Lai Of x 0 w w N Z O Vi Ix 0 N W t- Q a z © SEPT. 04 THESE PIAHS AND THE INPJRMATION SHOWN HEREIN ARE THE PSONRR Or FDONC OR16URI& BUILT AWHITE 5. PA m REPRONICRONS, 060I49URES OR USE INEIM IN I N IS W N PAWS 6 IXR6SaT FMf- MIiES Wmw WRRle1 PW,®ON, COMM. NO: 040503VB DATE: 20 SEPT 04 BY: DAB CH'KD: JDM SHEET NO. S-5 OF 14 Q__ a-- I I I 1 I I 13'-6" 13'-6" 17'-8" 24'-O" 13'-B" 14'-2" 9'-6" 12'-O" 6'-0" I 64- I 67 I I I 1 o i 3 65 q 66 5 NOTE 7 4B-7 2 1 O R12 F � iO 1 j U4B-246-1 9 10 48-3 - 413-4 - 48-5 1 12 r-r--------------- 1I oc I I m �I I I I O � I I II I 11 I I ml 16 PCJ ® 5'-7 1/ I R5 11 I I h R41 DO I I 1 m/ Of 20 PCJ ® 5'-7 1 /2" - I 2 m I I m 1 j l l 20 PCJ 0 5'-7 1 2" 1 I R9 / I I 6 I I m I I eE ?--- i—I R1 I � � B I 11 I I \���� 0 20 48-33 I I 13 I I I 17 R81 -- - I M ! 16 4B-18 I 1 1 1 ro mI / 12 PCJ ®5'-7 1/2'1 1 1----F--- - - F - - - I I m I S.W.#i,, 1 rn m I I I I mlI I i I � I I 22 R12 I I" 1 I m 1 1 1 0 PCJ ® 5'-7 11/ 1 EL.+58'-11" 1 I I 68 R1 I I 1 29 I I I m 1 R1 I I I 1 28 I cN I I' I R6 v 25 1� 1 I 1 � 00 1 I R3 I- -- - I I ml 1 ®I 69 I I 1 -_ LO 1 of - - rn 1 33 I ml 70 I I �j 1 m1 1 I R12 C' I i / 20 PCJ ®5'-7 1 /2" `� I I I _ R 13_ L 34 I I I 20 PCJ 0 5'-7 1/2" I I I I I I I I I I I MI N i I I I I m l R6 �I � R 12 I I I N I I I 1 1 c,11 71 ,-'.;I 36 I m I 1 R3 I 1I UI i I I 37 i I 39 I I I I I I of II 72 R12 t m I !� 40 NOTE 7 I I_1�1 1 42 1 1 1 1 1 1 11 1i t I i I 43 i 1 20 PCJ 0 5'-7 1/ " m 1 ------------ I ,., I I lflilrTT I I d 73 46-19 - 1., I - - - - - — - -1 O 1 I I I I I 1 tOD 41 IR3 i 1 I� ml l 1 t #�_ 45 a I �- 8 PCJ 0 m 1 I I> I 1 74 m i 5'-7 1/2" % 1 1 1 t I,: I Ji1 L 46 I I i III 1 I I I LO I I o 1 II - I S.W. 2 I I 48 48ml -26x 49 I 47 f RI I R6 I I I f T— I N 7i t rl I I 1 N m i R3 m I I 52 75 II I Im pl) 1 53 R72 N r---- 48-26 m I I tD v 12 PCJ ® 5'--7 1/2" 1 1 " j cv 54 `F ------ -- i 12 PCJ ®m / 5'-7 1 /2" 4B-24 I ; 4B-35 - -- - - - - - - - - - - - - - - - - - M -- - - - - - 413-22 55 4B-23 56 It 58 S 1 1 S-1 COLUMN SYMBOLS 0— INDICATES COLUMN BELOW 0— INDICATES COLUMN THRU 0— INDICATES COLUMN ABOVE STEEL SYMBOLS 4 / 12 T BAR SIZE T=TOP B=BOTTOM BAR SPACING BAR PLACEMENT C='C' E='E' 20 PCJ 0 5 l �1 48 _36- - -- d. R12 6 ' C / I �2 � ®5-7 R6 61 1 2" ICJ ^ 1 78 48_43 _ R12 63 62 11 12 FOURTH FLOOR FRAMING PLAN SCALE: )g"=1'-0" NORTH 1. ALL ELEVATIONS SHOWN ON THESE PLANS ARE RELATIVE TO THE TOP OF THE GROUND FLOOR SLAB AT ELEVATION +8'-0". VERIFY ALL ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 2. REFER TO STRUCTURAL NOTES ON S-1 FOR ADDITIONAL INFORMATION. 3. SEE SHEET S-11 FOR COLUMN SCHED. AND S-9, S-10 FOR BEAM SCHEDULES. 4. FOR DIMENSIONS NOT SHOWN, SEE 'FOUNDATION PLANS AND ARCHITECTURAL DRAWINGS. FOR SIZE AND LOCATION OF SLAB OPENINGS SEE MECHANICAL AND ARCHITECTURAL DRAWINGS. 5. FLOOR SYSTEM SHALL CONSIST OF 4" INCH CONCRETE SLAB OVER PRECAST CONCRETE JOISTS, FLOOR SHALL BE REINFORCED WITH #4 ® 12" C/C PERPENDICULAR TO JOISTS AND #3 0 12" C/C PARALLEL TO JOISTS. PLACE REINFORCING AT MID -DEPTH OF SLAB, PERPENDICULAR LAYER ON TOP, JOIST DEPTHS AND SIZES ARE SHOWN ON PLANS. JOIST SUPPLIER MAY SUBMIT ALTERNATE SPACING LAYOUT FOR JOIST PROVIDED THE FOLLOWING CRITERIA IS MET: SEE STRUCTURAL NOTES ON S-1 FOR SUPERIMPOSED FLOOR LOADS FOR CONCRETE JOIST DESIGN. 6. TOP OF FOURTH FLOOR SLAB EL+ 7. 8"/7" CONCRETE SLAB WITH #40 12" C/C EA. WAY BOTT. 8. INDICATES AREA DESIGNED FOR HIGH DENSITY FILE STORAGE WT. = 250 PSF. 9. INDICATES 8" OR 12" IN FILL MASONRY, MW1 REINFORCED WITH #6 BARS IN GROUT. FILLED CELLS AT 48" O.C. AND AT CORNERS, INTERSECTIONS AND OPENINGS (TYP. U.N.O.). MASONRY SHALL BE PLACED AFTER STRUCTURE ABOVE IS COMPLETE AND SHORING/RESHORING IS REMOVED. REINFORCING SCHEDULE MARK REINFORCING REMARKS R1 - #4 0 12" C/C TOP X 12'-0" STAGGER ENDS 12" R2 - #4 ® 12" C/C TOP X 8'-0" STAGGER ENDS 12" R3 - #4 0 12" C/C TOP X 4'-0" R4 - #4 ® 12" C/C TOP X 5'-0" R5 - #4 0 12" C/C TOP X 12'-0" R6 - 4 0 24' /C TOP X 4'-0" R7 - #4 @ 8" C/C TOP X 10'-O" R8 - #4 ® 12" C/C TOP X 8'-0" R9 - #4 0 12" C/C BOTT. R10 - #4 ® 12" C/C BOTT. ALTERNATE W SLAB BARS EXTEND 2'-0" BEYOND AREA OF FILE STORAGE R11 - (5)#4 ® 9" C/C TOP X 9'-0- R12 - (3)#4 ® 12" C/C TOP X 5'-0" R13 - (3)#4 ® 12" C/C BOTT. ADDED BOTT. BARS JENRINS CNARLAND INCORPORATED Conaulting Englnmm FLORIDA ENGINEERING BUSINESS 650 COMM. N 3: 040503VB 2011 S. 25TH Street, Suite 211 DATE: 20 SEPT 04 Fort Pierce, FL 34947 BY: DAB (772)466-3773 (772)468-3700 FAX CH'KD: JDM TO THE BEST OF MY KNOWLEDGE w J Y Q p _ Z ° W m N t0 a z:) (o cn rn 0 N 14 m N o o '-Q� ZD I Z Q Z U a prn o a p cn I- m LE_ ^ J N _ U O- z = a Ld >m W a 0 Z == Lo w w c0 > a J Q W In V/ O ly U z O W Ozed )- >2 Bm JL C)W J r u �[ W Q cu5 W �oW J �?a J to U cL U LAJ of CL O LL M in w Of 0 In L1J Z 0 rn W W of Of 0 w o a ao Z'� AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. FILE No. 03FTP041 © SEPT. 04 THESE PUNS AND THE NFOf TION SHONN HemN ARE THE FAD?flM OF MUM ONH W MW ARONFM PA MD RURMLICTA'A DOCt09D m = DOW N a1elE OR N AW OI EFRMY PSO- HaFD NDWID WNW PDaIaSDN. 0 N 0 I 6 I m r 3-- 2 1 T r Q__ 00 COLUMN SYMBOLS 0— INDICATES COLUMN BELOW 0— INDICATES COLUMN THRU 0— INDICATES COLUMN ABOVE I i I 1 X I X 1 11 1 , X X 1 X I X 13 -6 13-6 17 -8 24'-0' 13 -8 14'-2" 9'-6 12-0� 6 -0 I O ARCHED 64 65 66 67 BEAM �2 O - - - W8x15 8x15 W8x15 G�� / x IC3HOG'THDG—HDG�0" U xt o 8 9 10 11 6 CO_ O 3 — — — — — -- -- ----- — — — _ _ � � 12 RB-1 RB-2 — RB-3 - RB-4 RB-5 OPEN \I -------- ---- ----- ----- ----------� r--* ---- -- I I I �--# ----- 'fill it I I I 11 III m v =m RS 1 I R�4 II, I 12 PCJ ® m 11 I 16 PCJ 04'-7" I I 16 PCJ 06'-7" I I jr� 6'-7" ¢ m I I I I m i i i 50 PSF 111N 11I� 14 / \ I l i LIVE LOAD i °I 6 B.5 LL 15 I i i R1 � -1 16 I o I 17 �0 WALL. L 12 R8 i �- 01 RB-30 12 PCJ P I -- - I-�_---------_ --- — — ago I j 12 P J RB-B 0 - - - RB-10VE —TF — — — —III ro w 1 I — — 20 d 1, e 21 8x12 CURB � 12 PCJ I I AT DOOR �- I I S.W.#1 111 po I * >IR6 i I 22 IEL.+72'-9-9"_ III 6 PCJ ® 6'-7" T'r 0. SlA6 1 I O R1 U 1 1 R1 I I 68 N R13LO RBI I R1 25 1 1 28 I X o I I F1 I ml = I� 1 1 16 PCJ @ 6'-7" ** 1 1 1 1 I I 1 30 121 1 m I I 1 I I I I I it - -- - 13 T - - - - - - r— - -- - - - -14 - - - - - 1 X i l a I I 33 I U � I 11 1 I R3Ln 31 -I I I I 70 I �I 1 I 16 PCJ 0 6'-7" — 1 i" r I T � I n 1 I I I I 1 0+ (� j R3 I 3 =vi R13 I � III III I I K 1 0 I l to 1 1 O N 1 I 8x12 CU ,n 71 AT DOOR 39 I x 0 35 I * ® 42 I III 1 'n c� I I I 1 1 1 X 0 N 16 PCJ ®6'-T I d- 73 , m ------- ----� R3 1 AT DOOR - - - - -1��to - 1 8"x12" CONC. CURB i i M 1 XI 0 41 I 0 PCJ 0 1 I m W/2# 4 CONT. & #4 1 1 m 45 I 3= rr 1* * 6'-7" I I DOWELS AT 12" C/C. DBL. JOIST I I 1 W8x15 74 1 ® WALL I I HDG I S.W.#2 -48 - RB-22� * 49 - 1 9 47 I - - - - - 54- ------------------ STEEL SYMBOLS 4 / 12 T T=TOP BAR SIZES B=BOTTOM S BAR PACING C='C' BAR PLACEMENT E='E' NECK I m n � I ----- RB-22 I/ 12 PCJ -- 1 6'-7X RB-20 II �� RB-18 55 1 S-1 0 8x12 CU AT DOOR I�Irn I I M 12 PCJ 01 6'-7" I I 111 — I I # I I fO 59 RB-31 RB-32 M 57 58 ! 1 m�-1 N 10 IR6 I I 52 I L W8x15 75 NpG�'Q �- 1 h c / r x j 12 CJ I 12 PC ! o 12 PCJ ®6'-7„ 1 ! 77 1 h ! x RB-39 --� kW8X1g HDC� 78 62 21'-0" ! 1 a' - 12 ROOF FRAMING PLAN SCALE: W1=1'-0" NORTH 1. ALL ELEVATIONS SHOWN ON THESE PLANS ARE RELATIVE TO THE TOP OF THE GROUND FLOOR SLAB AT ELEVATION +8'-01'. VERIFY ALL ELEVATIONS WITH ARCHITECTURAL DRAWINGS. 2. REFER TO STRUCTURAL NOTES ON S-1 FOR ADDITIONAL INFORMATION. 3. SEE SHEET S-11 FOR COLUMN SCHED. AND S-9, S-10 FOR BEAM SCHEDULES. 4. FOR DIMENSIONS NOT SHOWN, SEE FOUNDATION PLANS AND ARCHITECTURAL DRAWINGS. FOR SIZE AND LOCATION OF SLAB OPENINGS SEE MECHANICAL AND ARCHITECTURAL DRAWINGS. 5. FLOOR SYSTEM SHALL CONSIST OF 4" INCH CONCRETE SLAB OVER PRECAST CONCRETE JOISTS. FLOOR SHALL BE REINFORCED WITH #4 ® 12" C/C PERPENDICULAR TO JOISTS AND #3 @ 12" C/C PARALLEL TO JOISTS. PLACE REINFORCING AT MID -DEPTH OF SLAB, PERPENDICULAR LAYER ON TOP. JOIST DEPTHS AND SIZES ARE SHOWN ON PLANS. JOIST SUPPLIER MAY SUBMIT ALTERNATE SPACING LAYOUT FOR JOIST PROVIDED THE FOLLOWING CRITERIA IS MET: ALL JOISTS MUST BE LOCATED 1'-0" MINIMUM FROM PANEL JOINTS. SEE STRUCTURAL NOTES ON S-1 FOR SUPERIMPOSED FLOOR LOADS FOR CONCRETE JOIST DESIGN. 6. TOP OF ROOF SLAB EL+72'-9" 7. ® INDICATES 8" OR 12" IN FILL MASONRY REINFORCED WITH #6 BARS IN GROUT FILLED CELLS AT 48" O.C. AND AT CORNERS, INTERSECTIONS AND OPENINGS (TYP. U.N.O.). MASONRY SHALL BE PLACED AFTER STRUCTURE ABOVE IS COMPLETE AND SHORING/RESHORING IS REMOVED, B. INDICATES 8" LOAD BEARING CMU WALL REINFORCED WITH #6 BARS IN GROUT FILLED CELLS AT 48" O.C. AND AT CORNERS, INTERSECTIONS AND OPENINGS (TYP. U.N.O.). MASONRY SHALL BE PLACED AFTER STRUCTURE ABOVE IS COMPLETE AND SHORING/RESHORING IS REMOVED. 9. �� INDICATES SPECIALTY ENGINEERED LIGHT GAGE STEEL ROOF TRUSSES AT 2'-0" C/C. REINFORCING SCHEDULE MARK REINFORCING REMARKS R1 - #4 0 12" C/C TOP X 12'-0" STAGGER ENDS 12" R2 - #4 ® 12" C/C TOP X 8'-0" STAGGER ENDS 12" R3 - #4 ® 12" C/C TOP X 4'-0" R4 - #4 ® 12" C/C TOP X 5'-0" R5 - #4 @ 12" C/C TOP X 12'-0" R6 1 4 24" /C TOP X 4'-0" R7 - #4 ®8 C/C TOP X 10'-0" R8 - #4 ® 12" C/C TOP X 8'-0" R9 - #4 ® 12" C/C BOTT, R10 - #4 0 12" C/C BOTT. ALTERNATE W SLAB BARS EXTEND 2'-0" BEYO D AREA OF FILE STORAGE R11 - (5)#4 ® 9" C/C TOP X 9'-0 R12 - (3)#4 0 12" C/C TOP X 5'-0" R13 - (3)#4 ® 12" C/C BOTT. ADDED BOTT. BARS HARL S CD HARLAND INCORPORATED Consulting Engineers FLORIDA ENGINEERING BUSINESS 650 2011 S. 25TH Street, Suite 211 Fort Pierce, FL 34947 (772)466-3773 (772)466-3700 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. 03FTP041 w Y a a " Z C w a 'r7O'o N Q O ro WMM in m I- d a 00 Zap l Z U Q — LLI co z ` n- O Ln I- Q a g LR_ J C4 _ V 0-Lai L) o � a`1 Z �m W J a XpZ 0 toW= Ld (0 > D_ H a 0o S U a Ili Z Q _i Q w h O U W Z O LUCD o Z v wcr) O r� n/ L_1L W Q U W u ow ? n. J N� U boo w 0 IX X O a_ ti O n7 LE.I tr O w Fn Z 0 C/) > w y > [If w 0 N w H o a Z © SEPT. 04 THESE PI AND THE INFORMATION SHOWN /$REIN ME THE K WRR• OF SIM MOM MOM AROMM. PA AND PEPI =WNS, OROIOSTIRES DR USE RflRLr RI Win£ OR N PNO a e01®.Y PAF HWDED 1MMOIR WHIM PFFM90N. COMM. NO: 040503V8 DATE: 20 SEPT 04 BY: DAB CH'KD: JDM SHEET NO. S-7 OF 14 I o I D Q__ " 00 T T T T T 66.57 89 I 13'-6" 13'-6" 1 1T-8" 24'-0" 13'-8" 14'-2" 9'-6" 12'-0" 6'-0" 64 65 66 67 U — — — — — RB-46 _ _ \ \ I X / RTB 1 U � \ RTB-1 \ 07 m \x GI RDERi/\\ GIRDER44 CB - - - RTB-1 RBI-46 I \ / \ / -- — — — — — — — — — -- - i I 1 I I I I - - - RTB-1 W8x15 _ 68 I GIRDER F I 69 — — --- — — I �i i I I I I I 70 G L01 0011 Cn 0 ( * 3= I I I I I 71 — LO mI Di— - - �1 Ir, I 1 31 I I I 1 I — F — — — — * W8x15�I RTB-1 74 RTB- HDG ` GIRDER -- - - / I i 75 I / GIRDER \ �l of* \ / / I to — - -- - - * __._..r_........ ...... .......... . -- / U1 ** r RTB-1 / r Z / is M RTB_1 W8 ��r it 27'_0" S r J 10 6'-0# HIGH ROOF FRAMING PLANS SCALE: Y6"=1'-O" NORTH 1. HIGH ROOF FRAMING CONSISTS OF SPECIALTY ENGINEERED LIGHT GAGE STEEL ROOF TRUSSES SPACED AT 2'-0" C/C. ROOF SHEATHING SHALL BE 19/32 (MIN.) PLYWOOD SHEATHING APA SPAN RATED 32/16 FASTEN TO TRUSSES W/ #10 TEK SCREWS SPACED AT 6" C/C ALONG HIPS AND AT EAVES. MIN. 20 GAGE TOP CHORD. DESIGN FOR LIVE LOAD OF 16 PSF, AND DEAD LOAD OF 25 PSF (15 PSF T.C. & 10 PSF B.C.) 2. TRUSS BEARING HEIGHT EL.+80'-9". 3. - "INDICATES SPECIALTY ENGINEERED LIGHT GAGE STEEL ROOF TRUSSES AT 2'-0" C/C. 4. SEE SHEET S-10 FOR BEAM SCHEDULE AND SHEET S-11 FOR COLUMN SCHEDULE. 5. TRUSS CONNECTORS: - TRUSS TO CONCRETE - HETA20 W/9#10 TEK SCREWS. - GIRDER TO CONCRETE - (2) HETA20 W/12 TEK SCREWS EACH STRAP. ATLERNATE SIDES OF GIRDER. -TRUSS TO STEEL - HTS16 W/(5)0.170 PAF. TO STEEL BEAM AND 9#10 TEK SCREWS TO TRUSS. JENKINS & CMARLAND INCORPORATED Consulting Engineers 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. 03FTP041 w J Q p Z a w m w �C) Q o Cn V) .4 m N 'Coal~QI Z a 00 U 3-0% I LI p a Q. O L0 I- Z m Q —I N Q Q _I z rm 0 w JIX Q MQZ uo w m w Eo>CL V) En a wIn o U In d z Q LIJ N VJ O 0 °` U LU Z 0 LIJ 2 I- 0 L W r O ZR'q :DEm n, Ill go L_IL q U LU � 0 Sz J (n 1- F- OQ U U) NIL U w X O D_ V! z 0 W Eel Q c 0 z _LL C SEPT. 04 T m PUNS A THE INFORh64TION SHOWN HEREIN ARE THE PROPERTY OF MAP MOM SPI UY AMM M PA AND IEPROMIC OK ONIQUIN 6 OR USE TOW M e W IN PART 6 O6HRS.Y Pip- "FIED wwff wIffm PeR WM:. COMM. NO: 040503VB DATE: 20 SEPT 04 BY: DAB CH'KD: .1DM SHEET NO. S_8 OF 14 BEAM SCHEDULE BEAM TOP OF BEAM ELEV. SIZE W x H (INCH) REINFORCING Vu (kips) OR CLOSED HOOP SIZE AND SPACING END Tu (K-FT) EA. END REMARKS rBO ( OK) TOP C E SHEAR FRICTION A B 1B-1 +20'-5" 16x26 3#8 2#7 1#7 #3@11 18-2 +20'-5" 16x26 3#6 2#6 1 #3@11 1B-3 +20'-5" 16x26 3#5 2#6 #3@11 18-4 +20'-5" 16x26 3#6 2#6 #3@11 1B-5 +20'-5" 12x26 2#6 2#5 1#5 #3@11 1B-6 +20'-5" 16x26 3#6 2#5 1#5 1 #3@11 18-7 +20'-5" 16x26 3#6 2#5 1#5 #3@11 1 B-8 +20'-5" 12x26 18-8A +20'-5" 16x26 18-9 +20'-5" 16x26 3#5 2#5 1#5 #3@11 18-10 +20'-5" 16x26 3#5 3#5 #3011 18-11 +20'-5" 16x26 3#6 2#7 1#7 1#F #3@11 1B-12 +20'-5" 16x26 4#7 2#7 1#7 4#3@6; REM@11 1B-13 +20'-5" 16x26 3#6 2#7 1#7 #3011 1B-14 +20'-5" 16x26 215 2#7 1#7 2#6 3#7 90 40 1B-15 +20'-5" 16x26 3#7 2#6 1 6 #3@11 18-16 +20'-5" 12x26 2#5 2#5 #31611 18-17 +20'-5" 12x26 2#5 2#5 #3@11 18-18 +20'-5" 12x26 2#5 2#5 #3@11 18-19 +20'-5" 12x26 2#5 2#5 #3@11 1B-20 +20'-5" 12x26 2#6 2#5 #3011 1B-21 +20'-5" 12x26 3#8 2#6 #3@11 1B-22 +20'-5" 8x26 2#5 2#5 #3@11 1B-23 +20'-5" 8x26 2#6 2#5 #3@11 1B-24 +20'-5" 8x26 2#6 2#6 #3011 EXTEND TOP BARS 5'-0" INTO S.W. # 1B-25 +20'-5" 2426 85 2#7 2#7 2#6 3#6 4#7 30 90 18-26 +20'-5" 2426 360 2#8 2#9 4#7 120 140 1B-27 +20'-5" 24x26 310 2#8 3#8 4#7 1 125 115 1B-28 +20'-5" 2426 410 2#8 2#7 4#7 1 140 105 1B-29 +20'-S" 8x26 2#5 2#5 #3011 1B-30 +20'-5" 8x26 2#7 2#5 #3011 1B-31 +20'-5" 16x26 3#5 2#6 1#5 #3011 1B-32 +20'-5" 16x26 3#5 2#6 1#5 #3011 1B-33 +20'-5" 2426 115 2#7 1 2#5 1#8 3#6 3#7 36 74 1B-34 +20'-5" 2426 320 2#8 2#8 4#7 93 116 1B-35 +20'-5" 24x26 285 1 2#8 2#5 3#7 105 91 1 B-36 +20'-5" 12x26 2#6 2#6 #3@11 TOP BARS CONT. LAP 48 WITH 1B-37 +20'-5" 12x26 2#6 2#6 #3011 TOP BARS T. LAP 48 IT 18-38 +20'-5" 12x26 2#6 2#6 #3@11 OP ADJACENT RS CO T. LAP 48 WITH QM. 1B-39 +20'-5" 12x26 2#6 2#6 1 #3011 TOP BARS ONT.LAP 8 IT 18-40 +20'-5" 12x26 2#6 2#6 #3011 TORIff ATT. LAP 8WITH 1B-41 +20'-5" 12x26 2#6 2#6 #3011 1B-42 +20'-5" 16x26 3#5 2#6 1#6 #3011 1B-43 +20'-5" 16x26 3#6 2#6 1#6 #3011 1B-44 +20'-5" 12x26 2#6 2#5 1 #3@11 1B-45 +20'-5" 12x26 2#7 2#5 #3011 16-46 +20'-5" 12x26 2#6 2#5 #3011 1B-47 +20'-5" 12x26 2#6 2#5 #3011 1B-48 +20'-5" 12x26 2#6 2#5 #3011 18-49 +20'-5" 12x26 2#5 2#5 #3011 18-50 +20'-5" 16x26 3#5 2#5 1#5 #3@11 18-51 +20'-5" 16x26 3#8 2#8 1#8 #3011 18-52 +20'-5" 16x26 3#5 2#5 1#5 #3@11 1B-53 +20'-5" 16x26 3#5 2#5 #3011 1B-54 +20'-5" 16x26 3#5 2#5 #3011 1B-55 +20'-5" 16x26 3#5 2#5 1 #3@11 1B-56 +20'-5" 16x26 3#5 2#5 1 2#5 #3@11 1B-57 +20'-5" 16x26 #3011 ARCHED BEAM BEAM SCHEDULE NOTES: 1' BEAMS SCHEDULED WITH "Mu", "Vu" & "Tu" AS NUMBER VALUES ARE SOFFIT BEAMS. PRECAST SOFFIT, SHEAR & TORSION DESIGN BY SPECIALTY ENGINEER. 2. SEE TYPICAL BEAM BENDING DIAGRAMS FOR REINFORCEMENT RQMTS. Y 2" CLR. o X' o 0 'X'/4 OR 'Y'/4 (USE LARGER) 'Z' OR 'Y'/4 (USE LARGER) U.N.O. IN BEAM SCHEDULE TYPICAL BENDING DIAGRAM FOR BEAMS AND ONE WAY SLABS 1. START STIRRUP SPACING FROM FACE OF SUPPORT. 2. ADD 1#4 LONGITUDINAL WHERE CORNER OF STIRRUP IS VACANT. 2" CLR. Y 0 2 'C' BAR o 'L1'/4 OR 'L2'/4 'C' BARI 'L1'/4. USE LARGER STD. A' BAR TOP BAR,I OTHERWISESSNOTED �'E' BAR 'B' BAR R 6 I, T 1 1/2" CLR. N-PRECAST SOFFIT [A\STIRRUPS BY SOFFIT MANUF. , TYPICAL BENDING DIAGRAM FOR SOFFIT BEAMS 1. ADD 1#4 LONGITUDINAL WHERE CORNER OF STIRRUP IS VACANT BEAM SCHEDULE (CON'T.) BEAM TOP BEAM EL OF . SIZE W x H (INCH) REINFORCING Vu (kips) OR CLOSED HOOP SIZE ANDS SENDING Tu (K-FT) EA. END REMARKS OTT. OR M ((FTOK) TOP C E SHEAR FRICTION A B 2B-1 +33 -3" 16x26 4#7 2#8 2#6 15#3@6; REM@11 ADD 2 ROWS #5 EA. FACE CONT. 28-2 +33 -3" 16x26 3#5 2#6 #3@11 2B-3 +33 -3" 16x26 3#6 2#6 #3011 2B-4 +33 -3" 16x26 3#5 2#6 #3011 2B-5 +33 -3" 12x26 3#5 2#6 1#5 #3011 213-6 +33 -3" 12x26 2#5 2#6 #3011 2B-7 +33 -3" 12x26 2#5 2#5 #3@11 26-8 +33 -3" 12x26 2#6 2#6 #3011 2B-9 +33 -3" 12x26 2#5 2#5 #3011 2B-10 +33 -3" 12x26 2#5 2#6 #3011 28-11 +33 -3" 12x26 2#7 2#6 #3011 2B-12 +33 -3" 12x26 2#5 2#5 #3@11 2B-13 +33 -3" 16x26 3#5 2#5 1#6 #3011 2B-14 +33 -3" 16x26 3#7 2#7 1#6 2#7 #3@11 2B-15 +33 -3" 16x26 4#8 2#8 1 1#8 9#4@8; REM#3011 28-16 +33 -3" 16x26 3#7 2#8 2#7 5#4@8; REM#3@11 28-17 +33 -3" 16x26 345 2#8 2#6 3#6 4#7 125 60 28-18 +33 -3" 16x26 3#5 3#5 #3011 28-19 +33 -3" 16x26 3#6 3#6 #3@11 2B-20 +33 -3" 12x26 3#5 2#5 1#5 #3011 2B-21 +33 -3" 12x26 3#5 2#5 1#5 #3@11 2B-22 +33 -3" 12x26 2#5 2#5 #3011 213-23 +33 -3" 12x26 2#5 2#5 #3@11 2B-24 +33 -3" 12x26 2#6 2#5 #3011 2B-25 +33 -3" 12x26 3#8 2#6 1#6 #3011 2B-26 +33 -3" 8x26 2#7 2#5 1#3@11 2B-27 +33 -3" 8x26 2#5 2#5 #3@11 28-28 +33 -3" 2426 95 2#8 2#6 2#8 3#6 5#7 25 72 2B-29 +33 -3" 24x26 445 2#8 3#9 5#8 142 172 2121-30 +33 -3" 2426 395 2#9 3#9 1 5#8 145 150 213-31 +33 -3" 2426 465 2#8 2#7 4#7 162 105 2B-32 +33 -3" 8x26 2#5 2#5 #3@11 2B-33 +33 -3" 8x26 2#8 1 2#5 1 1 #3@11 28-34 +33 -3" 8x26 2#5 2#5 #3@11 28-35 +33 -3" 16x26 3#6 2#6 1#6 #3@11 28-36 +33 -3" 16x26 3#6 2#6 1#6 #3011 28-37 +33 -3" 2426 145 2#8 2#7 2#8 3#6 4#7 A 42 90 2B-38 +33 -3" 2426 20 2#8 2#9 5#7 125 132 2B-39 +33 -3" 24x26 390 2#8 1 3#9 4#7 130 2B-40 +33 -3" 2426 400 2#8 1 2#8 1 1#7, 4#7 120 120 HOOK ONE TOP BAR AT COL 13 CONT _ BARS AND RFMAINING TOP BAR INYO 2B-41 +33 -3" 16x26 3#7 2#8 1#7 #3011 2B-42 +33 -3" 16x26 3#5 3#5 #3011 28-43 +33 -3" 16x26 3#5 3#5 #3@11 2B-44 +33 -3" 16x26 3#8 1 2#8 2#7 8#307; REM011 28-45 +33 -3" 16x26 3#7 2#6 1#6 #3@11 2131-46 +33 -3" 16x26 3#6 2#6 #3011 2B-47 +33 -3" 16x26 3#6 2#6 #3@11 28-48 +33 -3" 16x26 3#6 2#6 #3@11 2B-49 +33 -3" 16x26 3#6 2#6 2#6 #3011 3B-1 +46'-1" 16x26 3#7 2#7 1#7 15#3@6; REM@11 ADD 2 ROWS #5 CONT. EA. FACE 38-2 +46'-1" 16x26 3#6 2#6 #3@11 3B-3 +46°-1" 16x26 3#6 2#6 #3011 3B-4 +46'-1" 16x26 3#6 2#6 1#6 1 #3@11 HOOK ONE TOP BAR AT COL. 10 EXTEND REMAINDER 38-5 +46'-1" 12x26 2#6 2#6 #3@11 3B-6 +46'-1" 12x26 2#5 2#6 #3@11 3B-7 +46'-1 12x26 2#5 2#5 #3011 38-8 +46'-1" 12x26 2#6 2#6 #3@11 36-9 +46'-1" 12x26 2#5 2#5 #3011 38-10 +46° 1" 12x26 2#5 2#6 #3011 3B-11 +46' 1" 12x26 2#7 2#6 #3011 3B-12 +46' 1" 12x26 2#5 2#5 #3@11 3B-13 +46' 1" 16x26 3#5 2#5 1#6 #3011 3B-14 +46' 1" 16x26 3#6 2#6 1#6 1#9 #3@11 3B-15 +46' 1" 16x26 4#8 2#7 1#8 9#306; REM011 3B-16 +46' 1" 16x26 3#6 2#7 1#7 #3@11 38-17 +46' 1" 16x26 195 2#7 1#6 3#6 3#7 78 36 AR SIZE X, Y LENGTH #6 2'-0" #7 2'-8" #8 3'-6" #9 4'-5" ON BAR LENGTH 'C' OR 'E' BARS TOP BARS - OR 'B' BARS PRECAST SOFFIT SECTION A -A JENKINS & CHARLAND INCORPORATED Consulting Enginaera FLORIDA ENGINEERING BUSINESS 650 2011 S. 25TH Street, Suite 211 Fort Pierce, FL 34947 (772)466-3773 (772)46B-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. 03FTP041 w Y d o Z n w m w � g F- N 0 U cV Q SO M W) N Fw- a 0 zo I z U O�Cn w aw Q L` -! a=n Z = M .. w J Q feC)o to w = w (0 > °- V) H U uJ I— 0 _ U N (A < 0_ Q 0 J Q w V) n� L_1L O U z 0 LU U) 0 1L o z oq of ::) W J V O R H' L_IL LL z W Q _j N� U 0! o0 F�- U LU O O CL L` 0 m w x O_ O a Z w O y � wLul w Q Z Q SEPT. 04 THESE PLANS AND THE INFORNAilON SHOWN HEREPI ARE THE PA RDSIM AND R MIXI ION& I S O USE OR Off PA "Off RW$111 O INS. 8O OPIUM IN OR H PNif B O01®Ar PRO- PRO - NEnm NiRpOf MEf1EN FFR11690N. mew w COMM. NO: 040503VB DATE: 20 SE3T 04 BY: DAB CH'KD: JDM SHEET NO. S — (P OF 14 71 BEAM SCHEDULE (CON'T.) BEAM TOP OF BEAM ELEV. SIZE W x H (INCH) REINFORCING Vu (kips) OR CLOSED HOOP SIZE AND SPACING EA. END Tu (K-FT) EA. END REMARKS BOTT. OR Mu (FT-K) TOP C E SHEAR FRICTION A B 3B-18 +46'-1" 16x26 3#5 3#5 #3@11 3B-19 +46'-1" 16x26 3#6 3#6 #3@11 3B-20 +46'-1" 12x26 3#5 2#5 1#5 #3@11 3B-21 +46'-1" 12x26 3#5 2#5 1#5 #3011 38-22 +46'-1" 12x26 2#5 2#5 1 #3@11 3B-23 +46'-1" 12x26 2#5 2#5 #3011 3B-24 +46'-1" 12x26 2#6 2#5 #3011 3B-25 +46'-1" 12x26 3#8 2#6 1#6 #3@11 3B-26 +46'-1" 8x26 2#7 2#5 #3@11 313-27 +46'-1" 8x26 2#5 1 2#5 A #3011 38-28 +46'-1" 24x26 80 2#8 2 7 1 7 3 6 4 7 22 A 67 38-29 +46'-1" 24x26 1 355 2#8 3 g 5 7 115 42 3B-30 +46'-1" 24x26 395 2#8 3#9 5#7 160 132 3131-31 +46'-1" 24x26 380 2#8 2#6 3#7 128 84 38-32 +46'-1" 8x26 2#5 2#5 #3@11 3B-33 +46'-1" 8x26 2#8 2#5 #3@11 ADD 2#5 HOOKED DOWELS AT 36-31 SOFFIT 3B-34 +46'-1" 8x26 2#5 2#5 #3@11 38-35 +46'-1" 16x26 3#6 2#6 1#6 #3@11 38-36 +46'-1" 16x26 3#6 2#6 1 6 #3 11 3B-37 +46'-1" 24x26 1 140 2#7 2#6 2#7 3#6 4#7 4 0 38-38 +46'-1" 24x26 350 2#8 1#8 4#7 106 121 3B-39 +46'-1" 24x26 265 2#8 2#9 4#7 105 120 3B-40 +46'-1" 24x26 390 2#8 2#7 3#7 118 90 3B-41 +46'-1" 16x26 3#7 2#8 2#6 #3011 39-42 +46'-1" 16x26 3#5 3#5 #3011 3B-43 +46'-1" 16x26 3#5 3#5 #3@11 38-44 +46'-1" 16x26 3#8 2#8 2#7 8#307; REM011 38-45 +46'-1" 16x26 3#7 2#6 1#6 #3@11 38-46 +46'-1" 16x26 3#6 2#6 #3@11 3B-47 +46'-1" 16x26 3#6 2#6 #3@11 3B-48 +46'-1" 16x26 3#6 2#6 #3@11 313-49 +46'-1" 16x26 3#6 2#6 2#6 #3@11 4B-1 +58'-11" 16x26 3#7 2#7 1#7 15#3@6; REM@11 ADD 2 ROWS #5 CONT. EA. FACE 46-2 +58'-11" 16x26 3#6 2#6 #3@11 4B-3 +58'-11" 16x26 3#6 2#6 #3@11 4B-4 +58'-11" 16x26 3#6 2#6 1#6 #3@11 HOOK ONE TOP BAR AT COL. 10 EXTEND REMAINDER 4B-5 +58'-11" 12x26 2#6 2#6 #3@11 48-6 +58'-11" 12x26 2#5 2#6 #3011 413-7 +58'-11" 12x26 2#5 2#5 #3@11 4B-8 +58'-11" 12x26 2#6 2#6 #3@11 4B-9 +58'-11" 12x26 2#5 2#5 #3011 48-10 +58'-11" 12x26 2#5 2#6 #3011 46-11 +58'-11" 12x26 2#7 2#6 #3@11 48-12 +58'-11" 12x26 2#5 2#5 #3011 4B-13 +58'-11" 16x26 3#5 2#5 1#6 #3@11 4B-14 +58'-11" 16x26 3#6 2#6 1#6 1#9 #3@11 4B-15 +58'-11" 16x26 4#8 2#7 1#8 9#3@6; REM011 4B-16 +58'-11" 16x26 3#6 2#7 1#7 #3@11 4B-17 +58'-11" 16x26 195 2#7 1#6 3#6 3#7 78 36 48-18 +5B'-11" 16x26 3#5 3#5 #3011 413-19 +58'-11" 16x26 3#6 3#6 #3@11 4B-20 +58'-11" 12x26 3#5 2#5 1#5 #3@11 48-21 +58'-11" 12x26 3#5 2#5 1#5 #3@11 4B-22 +58'-11" 12x26 2#5 2#5 #3@11 4B-23 +58'-11" 12x26 2#5 2#5 #3@11 4B-24 +58'-11" 12x26 2#6 2#5 #3@11 413-25 +58'-11" 12x26 3#8 2#6 1#6 #3011 48-26 +58'-11" 8x26 2#7 2#5 #3@11 48-27 +58'-11" 8x26 2#5 2#5 A #3@11 48-28 +58'-11" 24x26 80 2#8 2 7 1 7 3 6 4 7 22 67 48-29 +58'-11" 24x26 355 2#8 3 9 5 7 11 1 142 413-30 +58'-11" 24x26 395 2#8 3#9 5#7 160 132 48-31 +58'-11" 24x26 380 2#8 2#6 3#7 128 84 4B-32 +58'-11" 8x26 2#5 2#5 #3@11 4B-33 +58'-11" 8x26 2#8 2#5 #3@11 ADD 2#5 HOOKED DOWELS AT 4B-31 SOFFIT 4B-34 +58'-11" 8x26 2#5 2#5 #3@11 4B-35 +58'-11" 16x26 3#6 2#6 1#6 A #3011 413-36 +58'-11" 16x26 3#6 2#6 1 6 # @11 48-37 +58'-11" 24x26 Zn 140 2#7 2#6 2#7 3#6 4#7 4 90 48-38 +58'-11" 24x26 350 2#8 1#8 4 7 106 121 4B-39 +58'-11" 2426 265 2#8 2#9 4#7 105 120 48-40 +58'-11" 24x26 390 1 2#8 2#7 3#7 118 90 4B-41 +58'-11" 16x26 3#7 2#8 2#6 #3@11 48-42 +58'-11" 16x26 3#5 3#5 1 #3@11 48-43 +58'-11" 16x26 3#5 3#5 #3@11 48-44 +58'-11" 16x26 3#8 2#8 2#7 8#3@7; REM@11 4B-45 +58'-11" 16x26 3#7 2#6 1#6 #3@11 48-46 +58'-11" 16x26 3#6 2#6 #3011 48-47 +55'-11" 16x26 3#6 2#6 #3@11 BEAM SCHEDULE (CONT) BEAM TOP OF BEAM ELEV. SIZE W x H (INCH) REINFORCING Vu (kips) OR CLOSED HOOP SIZE AND SPACING EA. END Tu (K-FT) EA. END REMARKS BOTT. OR Mu (FT-K) TOP C E SHEAR FRICTION A B 48-48 +58'-11" 16x26 3#6 2#6 #3011 48-49 +58'-11" 16x26 3#6 1 246 2#6 1 #3@11 RB-1 +72'-9" 16x26 RB-2 +72'-9" 16x26 RB-3 +72'-9" 16x26 RB-4 +72'-9" 16x26 RB-5 +72'-9" 16x26 RB-6 +72'-9" 12x26 RB-7 +72'-9" 12x26 RB-8 +72'-9" 12x26 RB-9 +72'-9" 16x26 RB-10 +72'-9" 16x26 RB-11 +72'-9" 16x26 RB-12 +72'-9" 16x26 RB-13 +72'-9" 16x26 RB-14 +72'-9" 16x26 RB-15 +72'-9" 16x26 RB-16 +72'-9" 12x26 RB-17 +72'-9" 12x26 RB-18 +72'-9" 12x26 RB-19 +72'-9" 12x26 RB-20 +72'-9" 8x26 RB-21 +72'-9" 12x26 RB-22 +72'-9" 8x26 RB-23 +72'-9" 8x26 RB-24 +72'-9" 8x26 RB-25 +72'-9" 16x26 RB-26 +72'-9" 1 6x26 RB-27 +72'-9" 16x26 RB-28 +72'-9'° 16x26 RB-29 +72'-9" Bx26 RB-30 +72'-9" 8x26 RB-31 +72'-9" 16x26 RB-32 +72'-9" 16x26 RB-33 +72'-9" 1 6x26 RB-34 +72'-9" 1 6x26 RB-35 +72'-9" 16x26 RB-36 +72'-9" 16x26 RB-37 +72'-9" 16x26 RB-38 +72'-9" 16x26 RB-39 +72'-9" 16x26 RB-40 +72'-9" 16x26 RB-41 +72'-9" 16x26 RB-42 +72'-9" 16x26 RB-43 +72'-9'° 16x26 RB-44 +72'-9" 16x26 RB-45 +72'-9" 16x26 RB-46 +80'-9" 12xl6 RTB-1 +80'-9" x 12 e A 172 45 200 165 265 100 190 155 220 50 7 6 1#6 1 1 1 1 1 3#6 n 3#7 91M #3@11 #3@11 #3@11 #3@11 #3@11 #3@11 #3@11 #3011 #3@11 #3@11 #3@11 #3011 #3@11 65 30 #3@11 #3@11 #3@11 #3@11 #3@11 #3@11 #3@11 #3@11 #3011 #3011 15 40 65 80 70 65 90 55 #3@11 #3@11 #3@11 #3011 25 56 57 68 60 70 68 50 50 10 #3@11 #3@11 #3011 #3011 #3011 #3011 #3011 #3011 TOP & BOTT. BARS CONT. HARL S CD HARLAND INCORPORATED Consulting Engineers 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. 03FTP041 r Y Z w m w � to F- In O) N Q O m LJ�M f/1 m F— e} a � zo I Z U O�rn cD O in J S U d � J Q v Z = >Q- DO U La J Q 0�x0 Ln w 2 w to > o_ V F— (n < C) W F 0 S U in < of Q o a J Q w 1n V / n� L_JL 0 U z O W O >- n 0 Z0.1 co WJ IL �[ W Q U LH ° �?a J U5 � U �C4u- F- U w O D_ li 0 m w O' O L� w N Z g (A w of Ln � o w ~ z C SEPT, 04 iHmE rums AHo THE IHFlxeMTION munam BMW Nff THE PANAMR FDI nmmxxs9W6e'NWlars, PA IIN RFPmeWm N D66 WRF3 OR 1� IR NINE OR N PVm B eIflE991k PRp- HOM xamo Nrtwur mats rue®w. COMM. NO: 040503VB DATE: 20 SEPT 04 BY: DAB CH'KD: JDM SHEET NO. S-10 OF 14 t 3'-3" DEEP 2'-0" DEEP PIT WALL r-------I - --„ , N _ - - - - - -- -- � 1 18 Z 42 I 1 o Im lAP 12#6 00 1 10 10 --__-=-- I BOTT. --r I I I _ ---- J I STEP---� I BOTT. io � 1 I o - L----- ______� 29'-6" SHEARWALL #1 FTG. DETAIL 49 PIT WALLice - -- #4 TIES -� - I - 10" C/C I I I E I o 4TH TO ROOF 48 1 I� I 3RD TO 4TH 48 ao °Dlml I - 8 2ND TO 3RD 419 I 1ST TO 2ND 88 1 _BOTT. _-- --j- FND TO 1ST 8 2'-0' I BOTT. 1 I ��G LAP MIN. _ BOOKED ARS I 156 I 1 4'-0" '-6" SHEARWALL #3 FTG. DETAIL COLUMN SCHEDULE HIGH ROOF EL.+80'-9"A SIZE SEE DTL. VERT. 6#8 N TIES xx x xxx 3011 ROOF TYPE 'D' ix EL.+72'-9" SIZE 16x16 16x16 6#8 12x12 16x16 16x16 16x16 16x16 16x16 12x15 16x16 16x2x 6 `xxxxxx a m VERT. 4#8 4#6 4#8 6#8 4#8 4#8 4#8 4#7 4#8 6#8 x G s TIES #3015" #3015" #306" #3015" #306° #3015" #306'° #3015" #3011" #3012" #3012" N w FOURTH LEVEL TYPE 'A C 'A' 'A' 'A' 'A' 'A' C' = m EL.+58'-11" a a SIZE 1606 16x16 16x16 16x16 1606 16x16 16x16 a VERT. 4#B 4#8 4#8 4#8 4#8 4#8 4#9 I11 TIES #3015" #3015" #3015" #306" #3015" #3015" #3012" THIRD LEVEL "- TYPE A 'A' 'A' 'A' 'A' 'A' 'A' EL.+46'-1" SIZE 16x16 1606 16x16 16x16 16x16 16x16 VERT. 8#9 4#8 4#8 4#8 4#9 B#9 TIES #3015" #3015" #3015" #306" #3015" #3012" SECOND LEVEL V TYPE B A A' A' A° B EL.+33'-3" 0 SIZE 16x16 16x20 16x16 16x16 16x20 16x20 VERT. 4#8 B#B 4#8 4#8 4#9 8#8 II TIES #3®15" #3015" #306" #3015" #3015" #3012" FIRST LEVEL ° TYPE A' B' A' 16x16 4#8 #3015" A 1 6x 16 8#8 #3015" 01 A' 'A' B' EL.+20'-5" 0 0 SIZE 16x16 16x16 16x16 12x12 16x20 16x16 16x16 SEE DTL. 16x20 12x16 16x20 12x12 16x26 SEE DTL. a VERT. 4#8 4#8 4#9 4#6 8#10 4#8 4#8 6#0 6#9 4#7 8#8 4#6 6#8 6#8 Nlj TIES #3015" #3015" #3015" 006 #3015" #3015" #3015" #3011" #3015" #3011" #3012" #306" #3012" #3011" T.O. FOOTING TYPE A' A' A 'A' B' 'A' A' 'D' C' 'A' B' 'A' 'C' 'D' EL.+6 -8 UNO HOT REMARKS 1 cavD 1 t 1 9,13, 29 7,43.50 54,5 ,56 31 8 3,4,5 22,30.35 6.16 19, 24 37 10 25 26, 7,32 52 1,2,11,12 4-78 MARK U 17,23 28,33 34,40.46 53,60,63 38,44,51 14,15,20 _UMN 36,39 21 41,42,45 58,59,61 62, NOTE: FOR COLUMNS 18, 47, 48, 49 AND 57 SEE SHEARWALL DETAILS. e s TYPE 'A' TYPE 'B' TYPE 'C' TYPE 'D' 4 BARS 8 BARS 6 BARS 6 BARS 1 TIE 3 TIES 2 TIES 2 TIES COLUMN TIE ARRANGEMENTS TYPE 'D' #4 TIES 10" C/C 4#7 4 TIES ®� 0" C/C o�I 4#7 VERT: Im STD ACI 90' 0" HORIZ. 0" VERT. SHEARWALL SHEARWALL #2 10" HORIZ. #4®10" VERT. 19'-1%" SHEARWALL #3 VERTICAL REINFORCING — (HOOK AS SHOWN UNDER TOP STEEL) CONC. COL. - TIE ADDED 4#5 4 TIESO 10" C/C I I #4 CORNER BARS 48 `#4 TIES® V-41. / 10„ C/C VERT. 57 4 #4 TIES® I 10" C/C SLAB OR BEAM, SEE PLAN 1/2 TIE SPACING (MAX.) COLUMN TIES CONCRETE COLUMN TERMINATION AT SLAB OR BEAM 00 STAGGERED SPLICE w AS REQUIRED. SEE o � o COLUMN SCHEDULE w 3" OFFSET (MAX.) SLAB OR zN 1/2 TIE SPACING (MAX.) BEAM, SEE 0 = PLAN rn SLOPE 1 TO 6 (MAX.) (3) TIES AT 3"O.C. 1/2 TIE SPACING (MAX.) IF GREATER THAN 1/2 TIE 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. (TYP.) 1/2 TIE SPACING e e e e e CONCRETE COLUMN BASE VERT. DOVETAIL ANCHOR SLOT NO. 1 BY HECKMAN OR ENGINEER APPROVED SUBSTITUTION) )UT FILLED CELL 1" W. x 16 GA. GALVANIZED DOVETAIL ANCHOR AT 16" O.C. NO. 106 BY HECKMAN (OR ENGINEER APPROVED SUBSTITUTION) CONC. COLUMN OR WALL 1 7-1/2' `9 GA. GALVANIZED JOINT REINFORCING AT 16" O.C. DOVETAIL ANCHOR DETAIL S & CHARLHARLAND INCORPORATED Consulting Engineers 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. 03FTP041 w J Q Z a w ®w �m V) a N�0 N N mN a '-ad Q 0 Zo I Z U O - Ci) wo 0- to a' Q J N Z �m 0 La of0Z J a In Ld w w>� INUj - U Uj 0 0 S Ln a Q 0 J Q w to � J L_.IL D O N U z 0 W W 0 U 1 N O ZI I) m J 0 �L Q[ W Q 0 W �°g o ff J Q) � U U)oo U W O Ce C: O D_ Li O m L1.l Of Of- 0 En w z o N � w 0 O W Q co aZ 0 SEPT. 04 THESE PUNS AND THE INFUM110N SHDMN HfNE1N ARE THE FRIMITT OF R UINO ORMING IN IS' AKINEOIS, PA AND REPROWONAs. DSNDSURLS OR USE N®OOF IN WINE OR N PART B E%FI®.Y PRO- H6fEO NIRIOIR NinEN PFIO®NN. COMM. NO: 040503VB DATE: 20 SEPT 04 BY: DAB CH'KD: JDM SHEET NO. S-11 OF 14 8" SLAB SEE PLAN FOR REINF. EL.+,SEE PLAN I T.O. SLAB 8" INFILL WALL a SEE' PLAN FOR BEAM REINF. SEE PLAN I WALL 1 BEYONI I SECTION_ 1 SCALE: }2"=1'-0°' COLUMN BEYOND TATE ACCESS 8" CONC. SLAB IJ 4" CONC. SLAB FLOOR SYSTEM SEE PLAN FOR ' SEE PLAN FOR SEE MFGR. tY2 STEP�REINF. SLOPE 1" \_1B-54 8" CMU WALL SEE PLAN FOR REINF. SECTION -fy SCALE: Y2"=1'-O" v FACE OF WALL V) w uj uj _ � z x ALUM, ALUM; PLATEW DRILLED Y4" DIA. AT 2" O.C. ALL DIRECTIONS. HOLES O O 4 12" DEEP 12" x 12" 1}�" LIP SUMP PIT. SHIFT TOP REINFORCING TO BYPASS SUMP PIT. 8 SECTION S-8 SCALE: 1Y2"=1'-O" BEYOND BEYOND PLAN REINF. ,I 16" PRECAST JOIST /-4" SLAB SEE PLAN FOR REINF. I BEAM -/ \- 16" PRECAST SEE PLAN JOIST 5 SECTION -1 SCALE Y2"=1'-0" AEJ rcR3H SEE ARCH 1 12x 6 CONC. CAP W/�2)#5 i TOP & BOTT. EL.+13'-0 12" CMU W/#5 I 032" GROUT . WALL SOLID. I c I a }� EL.+10'-d+10'-0" \ \\ p d J � • R•: FOOTING SEE PLAN 7 ECTI N S-1 CALE: X,"=1 -0" L7x40/4" W/Y"N 8x8 MAS,. U-BLOCK A.B. 0 24" C/C W/1#5 ONT. EL.+76'-1" 1)�" DDEP 22 GA. GALV. G60 ROOF 8" CMU W/#6 DECK. DOWELS @48" C/C dI, EL.+72,-9„ SSx18.4 V T.O. ROOF DIVIDER BEAM RB 30 PRECAST JOIST 1 8"x12" CONC. SEE PLAN CURB W/#4 1 ,. DOWELS ®12„ C/C & 1#4 HORIZ. 4" CONC. SLAB 1 4" CONC. SLAB SEE PLAN FOR SEE PLAN FOR REINF. REINF. + T.O.�4TH LEVEL LS8x18.4 SHEARWALL #1 DIVIDER BEAM rc 4B-33 8"x1CONC. SEECAST PLANJOIST CURB! W/#4 DOWELS #4 H 1 1 4" CONC. SLAB PLAN FOR -------- SEE -- REINF. EL.+20'-5" S8x18.4 T.0�1 ST LEVEL DIVIDER BEAM ,. 1 B-30 RECAST JOIST SEE PLAN " 8" CMU. III WALL #4010 SSE DETAIL BEYOND SHT S-11 t 4" CONC. SLAB 4" CONC. SLAB SEE PLAN FOR SEE PLAN FOR REINF. SEE ELEV. MNFR. 2x4 K.J. REINF. FOR SILL CONFIG. EL+�x.-',-x.�;-= -�- a z..,�r : a .x-,-Nr:..x•._,x; T.O. SLAB 8 WATER PROOFING MEMBRANE SEE ARCH��/., / HE A-12 CONTINUED KEYWAY W/ �147 FOOTINd WATERSTOP 3'-0" " ®4�10" BEYOND I I .I ;I i #6 TOP & BOTT., EACH WAY - SEE FTC. DETAIL S-1',11 6 SECTION -1 SCALE: %"=1'-O" E.W. ? ——EL:+� T.O. FTG. TIE INFILL AREAS ABOVE THE INSTALLED ELEVATOR FRAMES WILL VARY FROM 3'-1" AT STREET LEVEL, TO V-6" 0 1ST, 2ND, & 3RD LEVELS, TO S-6" AT THE 4TH LEVEL INFILL SHALL BE MASONRY OR DRYWALL MEETING A 1.5 HOUR ASSEMBLY RATING; SEE ARCH. S & CHARLHARLAN® INCORPORATED ConsulUng Engineers 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. 03F71`041 w Z w o m W to Q V1 CD N M N o ~- < Za S znl U O � tD O -� N U CL LLI Q J Qv Z = m �Oz J Q O2 to W w (D>D- a U o = U W a Q o z llij a w nCf) I__IL 0 z O W U) f O Uj >2 0 Z0!� cyn O> V � U� W QU LU ° Za � Of U (4U- LJ w O a. DO w O O z LV! JJ W � z o � co Q o 0 z © SEPT. 04 THESE P s MO RN: INP MION SHONN HERON ME THE NPeNT w mm ONN m BNINtY Ngee:ir, PA MO PEPPAOUOIID,e, 090DSUM ON USE iFElE9F N TiNNE ON N PMf m �y PdO- NNIm N11HOUf NNt1EN "EiW65gN COMM. NO: 04050SVB DATE: 20 SEPT C4 BY: DAB CH'KD: JDM SHEET NO. S-12 OF 14 EL.+80'-9" JOIST BRG. } EL.+72'-9" T.O. ROOF SLAB R. 95r; 8" CMU WALL - SEE PLAN FOR REINF: J� EL.+59'-11" T.0.4Tr H LEVEL E.O.121'-5" TST LEVEL 4B-22. A #4@12 TOP BOTT. RB 20 #508 BOTT 5s #4@12 TEMP J vie J vi/ — �04P 8 ---�#OP8 #4012- BOTT. 18-18 1 B- 0-j BEARING 8" WALL- SEE FOR REINF. AT DOOR B " HIGH CONC. CURB 4 CON". 1 DOWELS; S', ® 12" C/C --si,- ' • PRECAST JOIST SEE PLAN a ` #408it TOP ` EL.+65'' - 4 T� �19 #508� -: TOP TEMP / / 2 LS r I I I SECTION -13 SCALE: %"=1'-0" LANDI E� T.O. NG 0. NG EL.+8'-O" ■ T.O. SLAB''. / EL.+4'-8" � w z s h T.O. FOOTING EL.+72'-9 T.O. ROOF EL.+59'-1 " T.0.4TH L Et EL.+34'-3 T.0.2ND LE EL.+21 ' T.0.1ST IN \-PRECAST JOIST \ RB-6 SEE PLAN 0, CONC. — I#0P W/3#4 46-11 #4®8 TOP #4012 STOP #4012�' BOTT. 2B-41 TATE ACCESS FL00 SYSTEM- SEE ARCH L------ #4012-j BOTT: 16-7 40 OP #508 BOTT # ®12 MP J y% J vi' r- PRECAST JOIST SEE PLAN EL.+5 '-61' L0. LANDING PRECAST JOIST SEE PLAN CL.T/ / — T.O. LANDII 12" CMU WAIL SEE PLAN FOR REINF. 408 _ OP 1 B-8 #4012-/ #4®8 TEMP TOP T.O. LANDING / 12x16 (MIN) LANDING BEAM r_ 1 >�/' W/2#6 TOP & BOTT. & #3 I r TIES AT 8" C/C (TYPICAL) r- #4012 J /f DOWELS � h .+B -0" TER)ENKINS & CHARLAND .O. SLAB INCORPORATED I \ \ Consulting Engineers r—�—I—, FLORIDA ENGINEERING BUSINESS 650 I I I I ti e 4• L - J SECTION ' Fort ieS. 25TH Street, Suite 211 2 Fort Pierce, FL 34947 (772)468-3773 (772)468-3700 FAX IlIki:-1 SCALE: )/V=1'-0" TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. FILE No. 03FTP041 } w Y a 1. CL w _Z in L _� a N 0 m (n S LZ ~Q� a 1 Z -0 50-0) W p a SON Q < V-In r\ J ty U 0-=h J Q 0 LdUj Z v �m W Mw0 0 tOw= W to > CL y U w F- o = U rn a Q J Q w 1_JL D O O LU F 0 L W N O z°,4 W� v O>W �[ W Q U Uow �?a -A (6 � O U U w ix O IL W V) Z 0 Vl W Iz a 0 © SEPT. 04 THESE PUNS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERR' OF EOORO ORRRSS a WLIEf fS PA AND REPRONCTIO, 06C1DST M OR RUM IN RRRE OR IN PART 6 RPRESR.Y PRO— Hmm "mm wffm PERI6SON. COMM. NO: 040503V8 DATE: 20 SEPT 04 BY: DAB CH'KD: JDM — SHEET NO. S-13 OF 14 O Q O n n n WIND PRESSURE ZONE DIAGRAM Component and Cladding Wind Pressures Roof Zones Wall Zones Effective Area O1 2D 0 ® 0 10 11^2 -44.9 -75.4 -55.5 -44.5 -54.8 18.3 18.3 43.5 41.1 41.1 20 ft"2 -44.2 -67.8 -53.5 -42.8 -51.4 16.4 16.4 42.2 39.4 39.4 60 ft^2 -43.0 -56.3 -49.5 -40.4 -46.2 15.4 16.4 40.2 37.0 37.0 100 ft"2 -41.1 -48.7 -47.5 -38.7 -42.8 14.5 14.5 39.4 34.9 34.9 200 W2 -41.1 -48.7 -47.5 -37.0 -38.7 14.5 14.5 39.4 32.5 32.5 r t -� a• 'W ar • Ai •..-. = ti r W indicates inward pressures, PSF (-) indicates outward pressures, PSF Linear interpolation between values of tributary area is permissible. Wind Uplift Pres. for Truss Design Roof Zones Effective Area 0 10 ft^2 -47.52 20 ft"2 -45.51 50 ff^2 -41.49 100 ft"2 -39.48 200 ft^2 -39.48 EXP. JOINT 52'-6" CENTER TO CENTER COLUMNS PROPOSED 64'-2" CLERK OF LENGTH, FIELD VERIFY) COURTS BLDG. I� g5 ❑ AT EXISTING BUILDING MAKE ❑ / CONNECTION TO TRANSFER nil TRANSVERSE SHEAR ONLY. NO `ol VERTICAL LOAD. 1 ❑ ❑ 11 AT NEW BUILDING MAKE CONNECTION TO TRANSFER 56 LONGITUDINAL AND 6� _...__..._nell, 56'-3Y" TRANSVERSE SHEAR. 51 / j SKYWALK 2ND & 3RD LEVEL PLAN SCALE: )�"=1'-O" 1. SKYWALK STRUCTURAL DESIGN BY CONTINENTAL BRIDGE.- SEE DESIGN DRAWINGS BY CONTINENTAL BRIDGE FOR STRUCTURAL INFORMATION. 2. CONNECTIONS TO NEW AND EXISTING BUILDINGS TO BE DESIGNED BY CONTINENTAL BRIDGE. 3. THE STEEL SUPPORT STRUCTURE CONSISTING OF THE TOWER BEAMS, TOWER COLUMNS AND TOWER DIAGONALS SHALL BE SUPPLIED AND ERECTED BY CONTINENTAL BRIDGE, COMPLETE WITH RELATED ACCESSORIES. SEE THE SCHEDULE OF MEMBER SIZES ON SHEET B-1, THE REQUIRED DEMOLITION AT THE SOUTH LANDING OF THE BRIDGE, THROUGH THE OLD CLERK OF THE COURT NORTH WALL, CONNECTIONS AT BOTH ENDS OF THE BRIDGE BY WAY OF A MECHANICAL CONTROL JOINT, AND THE FOUNDATION PIERS DETAILED ON SHEET S-14 SHALL BE BY THE GENERAL CONTRACTOR AS PART OF HIS BASE BID. SHOP DRAWINGS FROM CONTINENTAL BRIDGE SHALL BE REQUIRED PRIOR TO FABRICATION. PRICES FOR THE SKY WALK CAN BE OBTAINED FROM CONTINENTAL BRIDGE, ATTENTION MARK BECKER, PHONE: 800-328-2047. 52'-6" -Al CENTER TO CENTER OF SUPPORT COLUMNS m PROPOSED 64'-1}2" CLERK OF (TOTAL LENGTH, FIELD VERIFY) COURTS BLDG. TOP OF FTG. EL.+6 -6 (MATCH EXIST.) CLIP CORNER OF FOOTING- PROVIDE � NEW FOUNDATION 4'-0"x9'-0"x1'-2" CONC. FTG. PAPER JOINT. 16" X 16" STEEL 65 j W/5#5 LONG WAY AND 10#5 COLUMNS BY SHORT WAY TOP & BOTT. CONTINENTAL BRIDGE DRILL AND EPDXY DOWELS TO MATCH FTG. REINF. 8" EMBED W/30" LAP 24" WIDE CONC. PIER m - TOP OF EXIST. FTG. WITH #5 AT 12" C/C 56 EL.+6'-6" (VERIFY) VERT. & HORIZ. EA. , 5� FACE. VERIFY 1 SKYWALK FOUNDATION PLAN SCALE: )fl"=1'-O" 1. VERIFY FOUNDATION DESIGN WITH CONTINENTAL BRIDGE DESIGN PRIOR TO CONSTRUCTION. 2. SKYWALK STRUCTURAL DESIGN BY CONTINENTAL BRIDGE.- SEE DESIGN DRAWINGS BY CONTINTENTAL BRIDGE FOR STRUCTURAL INFORMATION. JENKINS & CHARLAND INCORPORATED Consulting Engineers 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. 03FTP041 w Y a o Z a w _ m Vr t'j E- o Q NO'o N Q ,Do m y y 1- o Zp I Z W a o p-rn 0'00 J N U a = t\ Z rm J Q W �OZ 0 W = W (0>a to U Li 0 _ v En ¢ < a z a Q w to W n� o fn U °` W Z LU 0 O LL U N O ~ ON Z wM V o Of ry W Q U W OR -i?a J J (n I- U )0 Of F U w O 0_ m w O_ Of O LI- to W N Z O_ W Of Ex 0 N W F� Q a O Z © _SEPT. 04 THESE n Ns ANO THE INFORMATION SHORN HEREIN ARE THE RvIPeRY OF MUNO wre" MW RCRR= PA AND REPRORICIIQ`IN, MEUX eFS OR ONE THROW IN NHRE 0 R PNR R E1eRER4T PR} HIRED wollo r VIRTTEN Moslem COMM. NO: 040503VB DATE: 20 SEPT 04 BY: DAB CH'KD: JDM SHEET NO. S-14 OF 14 m R r5'-11 1 /1F" F4QT Ql )F BRIDGE ELEVATION SCALE 1:50 64'-2 1 /2" WEST SIDE I'_n o/ig" V-5 5/8" 10 SPACES @ 5'-10" = 58'-4" 4'-4 7/8" VERTICAL CONCRETE DECK FLOOR BEAM—\ c7 I 00 I 1'-5 5/8" J BRACE DIAGONAL BOTTOM CHORD 10 SPACES ® V-10" = 58'-4" 6'-1 7/16" 65'-11 1/16" EAST SIDE BRIDGE PLAN SCALE 1:50 UN Kelj BE )R PE[ /PLEN FLOOF END i BRIDGE SECTION SCALE 1:25 SCFH-',Er OF MEMBER SIZES TOP CHORD HS5 8 x 8 BOTTOM' CHORD HSS 8 x 8 VERTICAL. HSS 8 x 8 BOTTOM BRACE DIAGONAL HSS 4 x 4- TOP BRACE DIAGONAL HSS 4 x 4° FLOOR BEAM HSS 8 x 8 END FLOOR BEAM HSS 8 x 8 TOP STRUT HSS 6 x 6 TOWER BEAM W 14 TOWER COLUMN HSS 16 x 1.6 TOWER DIAGONAL HSS 8 x 8 .��-CONTINENTAL BRIDGE ALEXANDRIA MN 320-852-7500 THESE PLANS, AS INSTRUMENTS OF SERVICE ARE PROPERTY SOLELY OF CONTINENTAL BRIDGE. THEY ARE NOT TO BE REPRODUCED FOR ANY PURPOSE OR USED IN ANY OTHER LOCATION WITHOUT WRITTEN AUTHORIZATION, RJP 6/30/05 B REVISED FOR RE -BID RJP 10/14/04 A DATED 10 8 04 REV, BY: DATE: LEVEL: REVISION: 65'-11 1 /16" x 6'-8" CLERK OF THE COURTS PEDESTRIAN OVERPASS BRIDGE FORT PIERCE, FL I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF DATE: REG. NO DESIGNED BY: DRAWN BY: CBT RJP DATE: 8 /23 /04 1 SHEET N0. 131 OF 2 CHECKED BY: APPROVED BY: CBT JOB # PRELIM FACE OF PROP CLERK OF COURTS E FACE OF EXISTING BUILDING EXISTING BUILDING 2" WEST ELEVATION SCALE 1:80 EAST ELEVATION SCALE 1:80 INTERIOR WALL (BY OTHERS) CE OF STING ILDING J COMPRESSION SEAL (SUPPLIED BY CONTINENTAL, FIELD INSTALLED BY OTHERS) CONCRETE END DAM DECK FORM DECK END FLOOR BEAM .77 1/4- (BY COMPRESSION SEAL DETAIL SCALE 1:4 ALUM, PANELS, SUNSHADE & SUPPORTS (BY OTHERS) FACIA (BY OTHERS) ALUM. PANELS (BY OTHERS) I ROOFING (BY OTHERS) ALUM. SUNSHADE & SUPPORTS (BY OTHERS) CEILING (BY OTHERS) PEDESTAL FLOOR ASSEMBLY (BY OTHERS) `ALUM. PANELS (BY OTHERS) n ALUM. PANELS (BY OTHERS) 2" BRIDGE SECTION SCALE 1:20 CONTINENTAL BRIDGE ALEXANDRIA MN 320-852-7500 THESE PLANS, AS INSTRUMENTS OF SERVICE ARE PROPERTY SOLELY OF CONTINENTAL BRIDGE. THEY ARE NOT TO BE REPRODUCED FOR ANY PURPOSE OR USED IN ANY OTHER LOCATION WITHOUT WRITTEN AUTHORIZATION. RJP 6/30/05 B REVISED FOR RE -BID RJP 10/14/04 A DATED 10 8 04 REV. BY: DATE: LEVEL: REVISION: 65'-11 1 /16" x C-8" PROPOSED CLERK OF CLERK OF THE COURTS COURTS BUILDING PEDESTRIAN OVERPASS BRIDGE FORT PIERCE, FL FAN SEE ARCHITECTURALS FOR VERTICAL WALL CONNECTIOj * RQQF CONNECTI OrJ I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF N ALUM. PANELS, UNSHADE� Q DATE: & SUPPORTS (B OTHI RS) _ REG. NO BRIDGE PLAN SCALE 1:40 IJESIGNED BY: DRAWN BY: CBT RJP DATE: 8/23/04 1 SHEET N0. B 2 OF 2 CHECKED BY: APPROVED BY: CBT 7 JOB # PRELIM CL ERK OF COURTS ST. LUCIE COUNTY, FLORIDA. FOUND P-K NAIL & WASHER NO IDENTIFICATION LEGEND/ABBREVIATIONS: Dyl = DRAWING NUMBER F.A.C. = FLORIDA ADMINISTRATIVE CODE 0 = DIAMETER NO, - NUMBER CONC. CONCRETE (TYP) = TYPICAL ID. = IDENTIFICATION F.E.M.A. = FEDERAL EMERGENCY MANAGEMENT AGENCY F.I.R.M. = FLOOD INSURANCE RATE MAP (P) = PLAT DATA (0) = OBSERVED DATA wm O = WATER METER = FIRE HYDRANT cUp - WOOD UTILITY POLE E.o.P.= EDGE OF PAVEMENT CA = CENTERLINE QS = SANITARY SEWER MANHOLE wV . X - 4"0 P,V,C. WATER VALVE ohu = OVERHEAD UTILITIES T.B.M. = TEMPORARY BENCHMARK EL. = ELEVATION 0 NOTE: THE 10 FOOT WIDE ELECTRICAL EASEMENT THAT EXTENDS SOUTH FROM ATLANTIC AVENUE AND THEN EAST T THE EXISTING FP A TRANSFORMER MAY HAVE TO BE SHIFTED ONE TO TWO FEET WEST TO INSURE THE PROPOSED BUILDING FOUNDATION IS NOT ENCROACHING INTO THE EASMENT, THE GENERAL CONTRACTOR IS IS REQUIRED TO REQUEST A "LOC TE" FROM FPUA (FORT PIERCE UTILITIES AUTHORITY PHONE: 1-772-466-1600, EXT. 6757, MR. P LAGUERRE) TO D TERMINE WHERE THE PRIMARY ELECTRICAL LINE IS LOCr Ti WITHIN THE EASEMENT. ANY COSTS ASSOCIATED WITF CARTER ASSOCIATES, THE SURVEYING COMPANY WHO DRAFTED THE ORIGINAL EASEMENT DESCRIP" TO RE -WRITE THE EASEMENT AND SHIFTING IT WEST, SHALL COME OUT OF THE $200,000AO PROJECT ALLOWANCE WORK DIRECTIVE CHANGES, AFTER CONTRUCTION HAS COMMENCED, AS LI TED ON THE BID FORM, ITEM #9. NORTH R-O-W LINE BENCHMARK EL 6.44' (NGVD 1929) Top OFGN WASHER CENTERLINE INTERSECTION ATLANTIC AVENUE AND AERDRIVE ZZ11 NO IDENTIFICATION a° ,ti6A NF" N 86'28'15" E 337.5A VENUE 3' _ ® ti BASIS OF BEARINGS z I ' t D RIGH OF- AY -< 6,74 6.12 I'< 0.63 S 0.0E a. 5.35� j 5.53 6.12 EXI�Td C,/ 5.22 �'. 11.07 m° o' '. 8.55 8:44 5 I58 5'6 5.9SET P-K & BRASS DISK X' CUT SIDEWALK 6.11 STAMPED 2791 t 1 i 10.7E I T.B.M. 6,98' (NGVD 1 ) I I I d T.B.M. EL, 5,73' (NGVD 1929) a ra * < I 1 EXISTING .°`^'... K. °... 'a .. d `.4 NOTES: Q. 0`l' °.. I I I EAST 2 aF °.' .° 1' I I 1, UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED' "''f'4cs'4. z4yn.Slit"� rigzcrt ,'3.,i.�i W LL I :d. ° < I ':) I °9. R-O-W x9'08 °, n Q �'I I LINE SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL 1 ° Tar 1 td I I (In PURPOSES ONLY AND IS NOT VALID. Ix 11,23 ° ,)0 t I. I ° `_1 /��.. x I I 2. THIS IS NOT A BOUNDARY SURVEY. THIS 15 A SPECIFIC PURPOSE SURVEY SHOWING IMPROVEMENTS ;CVf'.CRE 4G ° ° x I ON AND AROUND THE SUBJECT PARCELS AS DIRECTED BY THE PROJECT ENGINEER AND IS FOR ap,,rrd r#r�.r��(.'A�G.'x' ' 1r iur w,r 1,e+,``+�+t :• :;�I °ar' 6 .2Q I I. _ I INFORMATIONAL PURPOSES ONLY, 3. NO FOUNDATIONS OR UNDERGROUND INSTALLATIONS HAVE BEEN FIELD LOCATED PER THIS �c :" SURVEY, UNLESS OTHERWISE NOTED. r%I:ftLL1 k', s e '8i,, �1, tiiGPflt' S^ rn'+ lrl�Slt�r 1,.d o ° 4 O ° d a II I 4. THE ORIGINAL SURVEY FIELD WORK WAS COMPLETED AUGUST 19, 2003. THE SITE WAS a � I REVISITED ON NOVEMBER 7, 2003 TO UPDATE THE SITE INFORMATION AND AGAIN ON S 1,' s + "a„ i 'S! d'r,'w<�Y�r2zF`'(•�^' ' ztx,:'2,{4�`I I" ^'d F1'° ` a �' ' " e.,, I _ _ N ..i I ( Q"^ II JANUARY 15, 2004 TO LOCATE PARKING .AREA EAST OF ORIGINAL. SITE.. a. x „ 1 t oaz I I 5. NO TITLE COMMITMENT, ABSTRACT OR LEGAL DESCRIPTIONS OF THE SUBJECT PARCELS WERE u.SRj.tcp, r! ' i sS'r"e, 1r k":$�k it r fI I at 7 3 cx° , ! S WV ykr 3� rf3$ Ir ✓> dux ^fir ' fl z F ° n, dl I a O PROVIDED TO THIS FIRM OR SURVEYOR AND NO BOUNDARY DETERMINATION IS HEREBY IMPLIED. 7.87 h f Nrrlf .;r V V I 6. THE PROPERTY BOUNDARY LINES AS SHOWN EAST OF .INDIAN RIVER DRIVE ARE BASED ON A SURVEY PREPARED FOR ST. ANDREWS CHURCH BY WEATHERINGTON LAND SURVEYORS DATED 11-17-$8, w, llSwl i-r a., ii Y fisfm i.i+.•_ II 1�' RJi 1, 't ,ill all PrG^�1. ap I M r ,+ .rt»�, �,>�' "n •. I i': :.. JOB NO, 88-0501, DRAWING N0. 4062. MONUMENTATION FOUND ON THE GROUND BY CARTER (r a, 1,: F+tx z'I."141i1�, z'i... ; ° "/.rri.s Y', :r1r"i r ,�8 r. '•.r, + x 9.02 fy.t v *rf,17 A?",', I"` e4i!, ., I . 'I.I •sif d „ ,. RI T N SURVEY AND THE DIFFERENCES HAVE I ASSOCIATES HAS BEEN BEST FIT TO SAID WEATHE NG 0 SU VE n I I N, II BEEN NOTED HEREON, ELEC. METER POLE 7, THIS SURVEY DOES NOT INTEND TO REFLECT OR DETERMINE OWNERSHIP. 8. ALL ELEVATIONS SHOWN ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929, (N,G.V.D. 1929). i :� �N!.'B I+r Ssrm�Yil.X, v7 + vf.-,-:nt7 r, , � \; e '�K '� a a.; - 7.47 d a �°' PROJECT BENCHMARK: - NAIL AN WASHER AT THE CENTERLINE INTERSECTION OF 6.0' r r , a.Y r ,, I 9. OJEC B C TOP OF P K L D rigi'- 3,rf +'4`: ilrj"' ru%!r.'S2rYE j e?a�kxt a fir^ ,1 .16 `rfl5,r£:. a`Je/ ife xi xf 4. c I ATLANTIC AVENUE AND INDIAN RIVER DRIVE. ELEVATION 6.44 (N.G.V.D. 1929). (F.B. 538, PG. 47) d 7.45 � 4.I r r , irr r ,u4 z a, y, i , '; w va^ .��: ,^ T�S• � I �° „�v�,� , Cy v, }';r I'f �� r��y,*�"� I '' I (I B,32 SEE SKETCHES (SHEETS SU-1 & SU-2) FOR TEMPORARY BENCHMARKS AND ASSOCIATED INFORMATION, „n,,,+l ,rmdfi PT1� ret Sri htir?7r "°;� i 4 t0. THE BEARINGS SHOWN HEREON ARE BASED ON AN ASSUMED DATUM. THE BEARING ALONG THE '', I' I `Q 7.69 6.80 1 CENTERLINE OF ATLANTIC AVENUE BETWEEN FOUND MONUMENTATION IS NORTH 88 28`15" EAST. ' 1 1 IasIF"in r3r' r.N'.: .__ , .ti " ..e tr1"' �` ^ If •;,, �.,r # x hrn {af "Lf'.^ f**.m._ s ,9" ,ss+ z' �N E ., .tE•r a ..I y:.3' @ .Rrr tr@-.+6\„. .,,r+. I. " <, f I I. n 1"9 7.81 69 1 ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO, -:.,,..7 I 6.16 .£.j,6.37 _�'' . � .w'1a1t � �' ^."=F:]� J� '```�fi `r�' ri �nr°'���1���r ' "' �•ar' r1 +r ';-'.•'t' ` `- DUMP / � � 11. THERE ARE IMPROVEMENTS SHOWN HEREON THAT WERE NOT FIELD LOCATED OR VERIFIED. �"x;y;,,, ,�,+`Fi'viS?pt 4i'S,JrI Y,FSn:,q Sao +✓/,, ,ff�'•32 +nlr f7,7 {i'ri119 f,i.i6i",npifiJ ;r' 8.3E '�k r-i r: 3 S•4:v%: 7.7E ., SAID. IMPROVEMENT LOCATIONS SHOWN WERE FURNISHED BY THE CLIENT AND/OR THEIR AGENT. 7x='r,« <fr •.1 Tuft # r,,33 e;k?;,?,'; I e, s u,I �:. ° :.. ;.,. -r"-a N :x :.c.. 1 ... O : '"I^-}--.. '�s1�i a�7 � I _ - THIS FIRM. INFORMATION. �, .5,14� 1 i �ryr�, ,,� � �,:. �. ,� d s,. ;, \ + . ,,,, '� �,a,,•:,, ! r:. + �� , , +�++, , .�,u .,_., �' , ;, 1 r.. -,: � I I 6 , 12. RIGHT OF WAYS SHOWN HEREON HAVE NOT BEEN ESTABLISHED BY S F 7 1 1 t t 4 r '"� ; 4f t' µ• � 4 t r R IRA NT 6 6.1 SHOWN HEREON WAS FURNISHED HED BY THE CLIENT AND 0 THE GE U S / I t 4 Eva t34 Piro i rii :4S >NH rfM1 r>4 ii , t { �t , tt��' a#Jla� �+ h` .., }.titlStn r{, ,e ✓T kS.k�'I f e $fl rd�d,'�'y ,' w4 r.t�" n r ,cam i4Y4+G3„�l t5 n / „,r, r iS�}f i11i, fulr ;'a ;.r j ,+ rr i?' 'i.ttiry0 u A 4^[ ;#' r��r r n t �. A', n � t r... v rt "P.�`rv.. £i�w ?i:4N +lx'' is t k,-ri-f+x(,+ 2; t r:r i:. y'..';• a'"t A ,7,'"-YW. ;r,.: ,.. +.+4 r ,`�`?':; i"-"w,r,.""';^4'W ' x',. `. f;`a�i,-:ti"+,"ii', i.s Y .,xali'✓ 1. f. 5' „`...,` 4 =P s 1 ` Ce '3"�r'15�17 mx :#.r d ''i{2" t .,'rYt" s .rx ., ` F ,•r, a i Wu.4!t�w, � rl t ".!; r"'�• s "�,t f�:"YS',t' rue a ; rt ; 7�.', BLOCK 4 RIVERSIDE ADC F✓.•i,-. r '.:fie #�is��"k�''rr.:d l r a���.£� a�ra5 yy, , 7X: 1- r Y r, rr :. ` i . � v iMr �d4i G J ::i rtt��flr�° 7.72 � � O .85 FOUND 1/2„ EB 2 t ° I � R AR 4+ fyv�. k$r utt" ys7;14're r,iln �,,.:v ir�.�gxt`�•t�a 3t' vgutt nec is t' x i .y .. �'1. ,,* tl!,4t.,;r a t..; r.,r4 d rry 1�`. ,:y v _.:r:.a. yl.:.t �� ,_.. y..,:r� "Y'.1ry.,(1}i,F.. �' }�.. pY ae.'..x: ..�nZ l.y, ;a h•i, i ii,J, J'� , i.." f+ , t ,(1 rt. ifi 1.';�, ,., ...� ,L ir) t f*. rfYdx£:iC:,yss / ".1`... 7. 1 NO IDENTIFICATION r,RS .,rs`'.te7, �r h � ix r� ,;.. ",fir n..:4Y ,�,• r' ' .r ,aia:.r ri r , prt''.iFF1'n d ;;r ,J 1FsA II�11 ,iW *r�- x: �i i .H2 ° Y .,.yy.. t �'P r"r'd i5/>+'-aN �f"�:A T`i 7: °. a-s y.;`1V k'�w 1t}#Lj��� '. r",➢$".- >i Y,., .<'t 1,. Y' h. �tt,.°.''i.'�Lj , , I..i #V 6.3E '.. a r4.:..:.i.rw , z r,, e i �_ - f ,?oe.0 �.r: .er r Y i,:,i i rf ' a ..rE;+F' k n; 111' �. <Y",v'i ilr� .,. yr�..r x1+„�Y ,t•�� i�v 5r �`rii , 3ar#,r? ' .�.. l I' ' 26 i, ^rz'^.:'a r'r �tr r r, ,sT;r u,' rarw3:7rt- '. £`K a r. � x x ,y � .r i f kb ';t,r� %r �% � »r -r {' �'m ,x� d.e�+'•: { u� �t fir; 7:�?`�i �mf�;55� ii �,tt`.:, hF4d+ 1„ f +;"3� 1 , , �S : S 81•27' r 1 I �' 11 f, ° E 343.E °xu'w ,ri iP,i I,el atilk+...,q t`{S ilivx tl!, .`f4jrrdl,r 4i/ rf"FtrfJ"�i'a 1 1 : 'n ew,z S�'i �''6.24 rJr IIs.- gr 's:t 1. It.r§a v 1wx M T 7 r"ar e r}, 1E ,f H y f 1 # r�L" uua s ^�, i r f f;+Jr r.,: � e Y r,: i i ,l Xn /� � ?V.u�„.`a t s i r l :' Y-M k � � n,{ily�l N f i4 r k ks L' 7:2� �J '� u'+us "R��� „� t tof(j�A�' � 6.y .1E2 II9 Il 1 7.37 1 1 �,' BLOCK 5 RIVERSIDE ADDITION TC II �"•-til 62 a + 1 96 a EXISTING BUILDING ti9 II +1511 LANDSCAPED ati ,10a 6 1 ! z II AREA ,p�� +,�� o ag639 FOUND 1/2"0 REBAR & CAP �16°1 n6 ,A9g •:° 1 / RlGHT_ 60, 1 6 6.42 (N 0536'43" E, 0.35') II * G O 1 FOUND 3/4 IRON PIPE OL ON FLOOR ELEVATIONS: 1 a' t 1 1` BENT SLIGHTLY BASEMENT 8.64 (N.G.V.D. 19 9) h 1 1 WV I NO IDENTIFICATION 1ST FLOOR 21.01 (N.G.V.D. 1 29) +15°ry 2ND FLOOR = 33.38 N.G.V.D. 929 a 3RD FLOOR = 45.69 �N.G.V,D. 9291 BLOCK 6 RIVERSIDE ADDITION TO � 8..� II 5a1 ° 1 7.70 .32 76 1 II' 8,9 1�Sn�l 1 �` 4 (1 191.00• 1 11 I 6r l;. ' I � x .02 1 N 80 58,49 W III Ck� i$ n' C .. 17. 4 338.5 T 51; epic" p 12.72 I 1 AVER$ d 1 l 0 1 GRAPHIC SCALE 8.69 � � 1 1 1 �. ' �� // ram--,� 20 0 10 20 40 60 !' lI 1 1.vR`Oi'.1 ( IN FEET) )� ����J�J1 If 1� d' 1 inch = 2D ft. REVISION DATE ST. LUCIE COUNTY FINAL SET FOR BID 09-20-04 REVISE FOR RE -BID 06-17-05 BOARD OF COUNTY COMMISSIONERS 2300 VIRGINIA AVENUE FORT PIERCE, FLORIDA 34982 PHONE: (772) 462-1400 FAX: MISTING TWO ,TORY BUILDING ! SQ. FT, PER FLOOR DATE NOVEMBER 7, 2003 PROD. # 03-74E" ORA BY: FAL/RNH APP . BY: DEL DRA , N E-1263-03 F.B. N 638/38+ REF, N : 9636E,DWG CARTEIt ASSOCIATES, INC. CONSULTING ENGINEERS AND LAND SURVEYORS 1708 21st STREET, VERO BEACH, FL 329650 TEL: 772.562.4191 FAX: 772. 62.7180 Serving Florida A. .� 4 Since 1911 DAVID E. LUETHJE, PSM DATE: FLORIDA LICENSE No. 5728 2003 by CAI CARTER ASSOCIATES, INC, L.B. 205 CLERK OF COURTS 201 SOUTH INDIAN RIVER DRIVE FORT PIERCE, FLORIDA 34982 SPECIFIC PURPOSE SURVEY SHEET NOTE: THE 10 FOOT WIDE ELECTRICAL EASEMENT THAT EXTENDS SOUTH FROM ATLANTIC AVENUE AND THEN EAST TO �•�T z THE EXISTING FPU TRANSFORMER MAY HAVE TO BE SHIFTED ONE TO TWC FEET WEST TO INSURE THE PROPOSED BUILDING FOUNDATION IS NOT ENCROACHING INTO THE EASMENT. THE GENERAL CONTRACTOR IS IS REQUIRED TO u ' REQUEST A "LOCATE" FROM FPUA (FORT PIERCE UTILITIES AUTHORITY PHO E 1-772-466-1600, EXT. 6757, MR. PA L LAGUERRE) TO DE ERMINE WHERE THE PRIMARY ELECTRICAL LINE IS LOCATED WITHIN THE EASEMENT. ANY COSTS ASSOCIATED WITH CARTER ASSOCIATES, THE SURVEYING COMPANY WHO DRAFTED THE ORIGINAL EASEMENT DESCRIPTI N, NORTH R-O-W t TO RE -WRITE THE EASEMENT AND SHIFTING IT WEST, SHALL COME OUT OF THE $200,000.00 PROJECT ALLOWANCE F R LINE WORK DIRECTIVE CHANGES, AFTER CONTRUCTION HAS COMMENCED, AS LISTED ON THE BID FORM, ITEM #9, r MOE - - -- VENUE� SEE SHEET ASP-1 FOR 0 �p 69 a U PROPOSED WORK IN O ® RIGHT-OF-WAY. o . 6 p - 6.74 RIGHt F- 6,12 1 hti < h 0.12 5.53 .60 0 6.9 51 5.96 � �71.88 11.50 i'• > � �Y� III EAST I , R-O-W II LINE U 12. 37 \,. � I � \ R7-6 a�� 5e I „ „ z H I II R7-6 10.00 _ -- -f- ,, :," ELEC. I = 91 �_ 12 x 18 I I EASM'T I �'' -' Q I tib - I V u p 5. s� I 6r Zz II a I MARK AREA "NO PARKING - LOADING ZONE" I WITH 30-INCH HIGH PAINTED LETTERS (WHITE + 3p II N aQ� {I FIVE STORYa RETRO- REFLECTIVE TRAFFIC PAINT MEETING FDOT II STANDARDS) a0 I h BUILDING o 2 OFF -SITE ROADWAY & 4112.1s - Qa s I I BRICK PAVER WALKWAY EXISTING TWO t12.s4 < STORY BUILDING I II h i• IMPROVEMENTS BY OTHERS 7482 SO. FT, PER FLOOR II `�0 6�' I (NOT A PART OF THIS PLAN. REMOVE EXISTING ¢U 11 �. si44 6°� SEE SHEET ASP-1 FOR LIMITS F.F. EL. = 16.75 I CONSTRUCT I I OF IMPROVEMENTS) i TYPE 'F' CURB 111 RA s z a 632 19` LONG PARALLEL PARKING SPACE MARK WITH 4" WIDE PAINTED WHITE 2 _ 90 � � L' 60� STRIPES USING WHITE b RETRO-REFLECTIVE TRAFFIC PAINT H161ry2 it I PROPOSED DUMPTER 37 ti +16� I ENCLOSURE (SEEM O ! TING FDOT STANDARDS II `6ti w CD I ARCHITECTURAL P ANS) \ 1 $ o'' LL 2° ez9 6ti° m �I I� D ao� "�' PVC ROO .2i boa w MATCH EXIST. �' ORAI 7.74 Q �i> ds h 6.10 ¢ yl p I TYPE D CURB s J - 0 7.67 ryo II a I® � - -` - -L®J - - = I - S IN =5. Z2 I r .25 1 / - II PLUG NORTH 2 I la II W 112.44 / I INVERT 6�e 1C 1 s36 ti 6�g II O � ! 7 6 1o ASPHALT II 6 PARKING 1 ! 71 C STRUC s. ! 6.24 II �2 �I If i T E 'F' UR .21 1 k o �5- �A3.14 _ ' II 43 bai r p li x,6 p-----�� ,48_fr-1->1s + h? + r i ,�_ le 3o e' r ti - 1 EXIST. R1-1 STOP' SIGN 5 p . y6ry + tiga +1 x 0 e5 � � EXISTING BUILDING 'Bs A-7• 8 i� 1 W/ 24" STOP BAR, 133-2 "NO LEFT TURN", & k 34 ! R5-1 "DO NOT ENTER" +`y LANDSCAPED N AREA "yti +`0 REMOVE AND REPLACE 6• 6.39 REMOVE EXISTING TYPE 'F' CURB I - 1 AS REQUIRED FOR NEW ROW OF PARKING SHOWN I 60' s - 8.42 k6 (TO MATCH EXISTING CURBF RIGHi_OF- AY 'sue FDi G O II OL °" FLOOR ELEVATIONS: ^ya BASEMENT 8.64 (N.G.V.D. 192) I l Vim. dO o? 1ST FLOOR = 21.01 (N.G,V.D. 19,9) ! IIC�II *1e 2ND FLOOR = 33.38 II a �N.G.V..D. 19 2929 3RD FLOOR 45.69 N G.VD. 1 29> V�I I .32 1 O I II 15a1 ' Y 7.,7 98 �76 I �I v6 r�rlir X I E'XlS BRICK pAVERs '~ DATE JANUARY 9 2003 IlG V I I VIV UM I G ST. LUCIE COUNT BOARD OF COUNTY COMMISSIONERS 2300 VIRGINIA AVENUE FORT PIERCE, FLORIDA 34982 PHFAX: PROJ. DRAM APPD. DRAW. F.B. REF, // BY: BY: k N y :, 03-74E SFP JHB E-1263-03 638/38+ 9636E.DWG REVISE BDRIG( PAVERS / UbPSTER 2-24-04 REVISE DRIVEWAY TO RIGHT -OUT ONLY 4-5-04 FINAL SET FOR BID 9-20-04 REVISED FOR RE-810 06-23-05 12.72 CARTER ASSOCIATES, INC. CONSULTING ENGINEERS AND LAND SURVE' TEL: 772.562.4191 FAX: 772.6'2 ■ 1I1�� 1 7.2 20 B 69 ('!, 'INIrZ Serving Florida Since 191! JOHN H. BLUM, P.E. DATE: © 2003 by CAI FLOR I DA P.E. No , 45813 ( IN FEET ) 1 inch = 20 ft CLERK OF COURTS 201 SOUTH INDIAN RIVER DRIVE FORT PIERCE, FLORIDA 34982 OFFICE BUILDING DRAINAGE PLAN SHEET fl Inlet Type 2 Symmetrical About f A 2' Dia. Cover See Stab Reinforcing f Inlet Detail This Sheet. 06 b 610 10 s 5" 0 Concrete 10" _J Support Post /01-01, x-011 SEE ARCHITECTURAL FOR _131-0" L DUMPSTER ENCLOSURE DETAIL PLAN(INLET TYPE 2 SYMMETRICAL ABOUT f) To Be Paid Limits Of Inlet Construction To So Paid For As C. & G. For As C. & G. F.L. Of Gutter �T�OT /01-00 Gutter Gutter_—� Trans. Trans. SECTION BB (INLET TYPE 2 SYMMETRICAL ABOUT C) 46 Bars Unless 41-0ft 11-e *6 Bars 0 Otherwise Shown 9"9Ctrs. 6" 6' 99 �T flo 4 06 Bars 0 9" Ctrs. *6 Bars, J SIN See Note 5" 0 Concrete Bars 1 #7 B No. 4 Support 0 81, Ctrs. Post 8( th Ways it Or 2'-011 s '8" Ctrs. 6 Concrete J'-6nt 13'-6" Diameter 8" Brick. DIMENSIONAL SECTION 1 REINFORCING SECTION 3'-6" DIA. STRUCTURE BOTTOM (SECTION AA) it CURB INLET TYPE '1' DETAIL I N.T.S. Type V Curb- 1 1120 Type S-1 Asphalt 4000 PSI Concrete 61 Reinforced With 4 *3 _T Reinforcing Rods q 6' .......... ........... ........ ......... .. ............................... ... ....... ............................. ........ ........ ..................... ........................ .............. ............. ............. 1 ..... �. 1 " ..... ................... .......................... I ........................ ............... ........... ................ I ...... I .................................. X- 8 91 *4 Reinforcing Bar 8" Stabilized Subgrode 6" LimerocklCoVino, Base \�__ Length) 0 98% Density Per AASH7G) 98% Density Per T-180 Per AASHTO TI-180 L.S.R. & 40 PARKING LOT PAVEMENT X—SECTION N.T.S. CONCRETE WHEEL STOP DETAIL Place Bottom of Sod f' Class !Concrete N.T.S. 3" Below Sidewalk Surface 114 per ft. slope 3000 PSI CONCRETE �Err I ,Joint Seal SIDEWALK DETAIL N.T.S. Asphalt Pav't. End Of Curb TYPE )DI VERTICAL CURB DETAIL 7J Std. Tilt 6" Min. * Edge Of Povt. Edge Of Paw. N.T.S. 01 AAl 'PLAN Trans. TYPE F Top Of Curb Trans. Top Of Curb Depth Of Sawcut Gutter Gutter Max. PROFILE PROFILE 0" Min. 5" Max, 00 Max. FLARED END STRAIGHT END :3 J— I TYPE F CURB AND GUTTER TYPE F CONTRACTION JOINT IN CURB AND GUTTER CURB AND GUTTER ENDINGS Surface On 1Low Side Of Pavement 4" To Be 4 Above Lip Of Gutter. Surface NOTE. - On High Side To Be Flush With Lip Of All Curb & Gutter Replaced In City Right -of -Way Gutter. Curb & Gu r Curb Or Curb & Gutter. Shall Be Of Concrete With Fibermesh Rein rcement S pe varies lope Vdrios GENERAL NOTES I. For curbgutter,and curb and gutter provide 4" contraction joints at 10' centers (max.). Contraction joints adjac ent to concrete le PL Flexible 1vt. pavement on tangents and flat curves are to match the pavement joints, with intermediate joints not to exceed /0' centers. Curb,gutter and curb & gutter expansion joints shall be located in .,,A^n^& with Section Ron of the 21 41' '9_0 P�AN A Applies to both high and low sides of pavement, low side .shown. _11 2" 11" 2" It -2 V CURB AND GUTTER Note: N GRATE ELEV. 5.00 MEN W-7, ADJACENT TO FLEXIBLE PAVEMENT USF /05-M "I .............. GrateSolid Cover---4 i Manhole Cover For A Drainage Junction Boxes TYPE 'FCURB AND GUTTER DETAIL O -ley 41 -loft 6" THICK CONCRETE WIER N.T.S. 2 Courses J_ TOP ELEV. . 3.00 2'-6"Brick Minimum PROPOSED 12" ADS Bit EXISTING le RCP INVERT - 2.00 1 7-811 /11� 8If Saw Cut & Took / 2'-4" INVERT & 1.65 Coat Edge IqLl- 2" Cl. 22 114" 44 Bars BOTTOM ELEV. 0.65 1 — 4- 0 12" Ctrs. Exist. Asphalt Grade & Compact Exist. Bose Course Weep Hole 31 Approx. Weight 235 Lbs. 12"xI2 ......... ..... wl FOOT �5 Rock Proposed ............. .......... .... .. -Base 000% Retained On 314" Sieve) Paving ........... Exist. Sub ........ ............. SECTION 5J 5J, RE CONSTRUCTED PAVEMENT 6 2 0 2" J'-6 _T BUTT JOINT DETAIL or 3000 P.S.I. Concrete r crate 5'-Ol 7' N.T.S. 2" Cl. Eye Bolt See Index 201 2'- 0" 240 LO J Filter Cloth F.G. Asphalt 6" 8 (Terrafix 270 R, Or *4 Bars 9 12" Ctrs. �_____*4 Bars o Approved Equal) T 00 -ICY L 191 Ctrs. r F-7 911 f2n x 12" Weep Hole W1 DOT #5 Rock tot 7%G_rate_7Grqo00 Lteo1"id Cove 15" Perforated C.A.P. 000% Retained On 31411 Steve) 0 0 1) C 0 SECTION PLAN 0 0 Recommended maximum Pipe Size. 6-6 C I PLAN SECInlON 6" Compacted Subgrade 1 0 2'-OR Wall-16" Pipe 12" C 0 3,-r COVER/GRATE TE Wall-24" Pipe El. 2.00 TYPE 'P' INLET DETAIL (ALTERNATE A') �II10-C) ,74— D.O.T. *5 Washed!Rock N.T.S. 4 TYPE 'C' INLET DETAIL TYPE 'H' INLET DETAIL (D-5) 41 r10O% Retained On 314" Sieve) N. T. S, N. T. S. EXFILTRATION TRENCH DETAIL N. T. S. NO REV I S I ON DATE DATE JANUARY 9, 2003 A REVISE DUWSTER ENCLOSURE DIkENSIONS; 2-24-04 ST. LUCIE COUNTY PROJ. # 03-74E -�R ASSOCIATES, INC. & REVISED INLET & TRENCH LAYOUT 5-18-04 — DRAWN BY: SFP CARTLI CLERK OF COURTS SHEET FINAL SET FOR BID BOARD OF COUNTY COMMISSIONERS Serving Florida 201 SOUTH INDIAN RIVER DRIVE 9-20-04 APPD. BY: JHB CONSULTING ENGINEERS AND LAND SURVEYORS _M! -or-05 6 ADDRESS CITY ENGINEER OWENTS; 2300 VIRGINIA AVENUE DRAW. # E-1263-03 Since 1911 PORT PIERCE, FLORIDA 34982 FORT PIERCE, FLORIDA 34982 F.B. # 638/38+ 1708 21st STREET, VERO BEACH, FL 32960 JOHN H. BLUM, P.E. DATE: PARKING LOT PHONE: (772) 462 1400 FAX: REF. # 7 9636E.DWO TEL: 772.562.4191 FAX: 772.562.7180 2003 by CAI FLORIDA P.E. No. 45813 PAVING & DRAINAGE DETAILS Element 4% 2�1 ro Q) 6`7" ATLANTIC V AVENUE 266 36 .C.B.P 17 I.V.N. Provide irrigation to all raised planters. ( see Irrigation Design Criteria sheet L-2) 7 I.N.G. r-1 17 5.T. SITE AMENITIES SCHEDULE CITY MANUFACTURER MODEL Site Amentities 7 Ea. Ironsmith Architectural Products rotarburst Series i cast iron tree grate Model # M7207 Finish: enamel paint, black 7 Ea. Ironsmith Architectural Products Model#:7201 Finish: Gaivinized 16 Ea. ours Art Stone Model #: W-3-2-Z-22-5-7-1.56-2" Centered 5 Ea. Peterson Precast Site Furnishings Model #: VP-6Ox24 Finish: LSB �'--1 Color: Sand Tan 10 .C.13Y Cast in place 5" masonry ring, w/ saw -cut control joints and rock salt finish, B 1 V �. Y a 1 Y • „r api.,4 5.A. 5.A. Note: Contractor to evaluate existing points of connection for Irrigation system to determine if location, water quality and flows are sufficient for proposed landscaping requirments. (see Irrigation design criteria sheet L-2) 15 B.p. 15 5 . Pre -cast Square Planter (Typ.) (See Site Amenities Schedule sheet L-1) O' . J.C.B.i' 3u DESCRIPTION 72" round tree grate in halves / A.D.A. compiant and pedestrian safe two (2) Iightwell covers per treewell t Contact: GAP Architectural Products 1 (407) 645-2&54 one piece steel angle frame with standard LANDSCAPE CALCULATIONS concrete anchors Contact: GAP Architectural Products Trees* 1(407) 645-2854 Landscape Strips (10' wlde x Lf. frontage= required landscape area) Required/ Provided A.Indian River Drive Balcony Planters: 1 tree/300 s.f. x 1,600 s.f. of required landscape area 6 1 3' X 2' x 22" high Design Z Mediteranean Rectangular Planter Contact: GAP Architectural Products B. Atlantic Avenue L(4O7) 854 1 tree/300 sf. x 1,600 s.f. of required landscape area 6 2 y 24"deep plantertract Connection 2283 Required/ Provided Total: 12 3 "A. 3 Palms =1 tree B. All Trees shall be 12' tall with 5' of spread and have a min. of 2.5"cal. at time of planting. Palms are min. of 10' c.t. C. All trees at maturity will be at least 15' tall and 15' wide and can be maintained with 5' of clear wood. " x 8" x 2 a" Holland Stone Paver attern: Herringbone at 45 degrees Aor: "Red", "Tan" and "Charcoal" Aore are mixed equally "'Red" Soldier Course Border Typical we City of Fort Pierce Department of tgineering Technical Specifications id Details 'Paver Sidewalk with Curb' sued July, 2 2002) 1 II sting service line for irrigation system. 5/4" meter and backfiow prevention(per city nents)(see sheet 1-1 for backfiow preventer ) (See also irrigation design criteria sheet L-2). 'ee Grate (Typ.) We Site Amenities chedule sheet L-1) PLANT SCHEDULE Scale: 1" = 10' QTY SYM. BOTANICAL NAME COMMON NAME SPECIFICATIONS Date: 9-20-04 BUILDING Trees Date Plotted: 6-13-05 6 C.H. Chamaerops humills European Fan Palm 30-36" x 30-86" cerifera' 15 gal. 5' 0.0. 1 LA.E.P. Ilex attenuate East Palatka Holly 13-15' x 6-8' c ,� kn O 'East Palatka' 2.5" cal. at 4.6 above o6 o N ground level Ca 8&5 O 4 d d7 2 L.L. Ligustrum lucidum Ligustrum Tree 911' x 7-9" 100 gal. w i-r� o w oB 3 P.E. Ptychosperma elegans Solitaire Palm 16!r2O' o.a. Y doable 2 P.Ro. Phoenix roebelenif Pygmy Date Palm 5-6' o.a., 5 & B Triple. SPECIMEN to 7 oio Q i� 7 Ro.R. Roystonea re.gla Cuban Royal Palm 8' prey wood " i p� 26L28' o.a. Q > Q 'p^ matched, SPECIMEN °a rn 114 9 R.S. Rhaple Lady Palm 5-6' x 3' eXCeleB 0 Sr SPECIMEN 5 W.R. Waohingtonia robueta Washington Palm 2 41W o t. 2016'ct. , 1(�l 18 G.t Z Shrubs 0 p 48 Bo. S. 8ouganvillea spectabills Bouganvillea full 3 gal. with N rurlpers, red LU (1{{IA, J m. 1L 75 B.P. Bedding Plants 4" poti2"O.G. 4 o 54 I.N.G. Ixora 'Nora Grant' Ixora 18-24" x 18-24" e 0 m 'Nora Grant' 3 gal„ 3' O.G. N mo 26 I.Y.N.Ilex Dwarf Yaupon Holly 15-18" 15-78" Q m vomitorla x 'gp -can 'Nana' 3 gal. 30" O.G. n 144 J.C.B.P. Juniperus conferta Blue Pacific Juniper full 1l gal. 'Blue Pacific' 2' o c W O) cco 80 R.I.A. Raphiolepis indices Indian Hawthorne 15=18" x 16-18" �j �� G O 'Alba' 3 gal. 30" 0.0 r�laV! z � 23 S.A. SchefBera arboricola Dwarf Sehefflera 18^24" x 18^2*' ��,, �� 3 gal„ 30" O.C. T 3 5.Re. Strelltzia regime Bird of 50:36" x 30--36" y J 0 Paradise 7 qal. (sun grown) co SPECIMEN Z UJ 54 S.T. 5ansevierla trffasciata Variegated 24"-36" x 'Iaurentil' Snake Plant 3 gal 2'o e. 'f`x�t's'yY TtYi A.3t Y4M M7Cd Y� {'. Mulch £ H�$„�'`2y GYP 5}7a M 9 G.Y. Shredded Cypress Bark Mvu?h • e o r � M ow 5 a sJsk}r IRRIGATION DESIGN CRITERIA 1. Sleeving shall be installed pricy to construction to accomodate all planting Areas and planters. All crossings under pavement shall be made using Schedule 40 PVC ; v sized at least two sizes larger than the irrigation pipe routed through the Weave. 2. Water source shall be City water.��� t� iY V " w: 1ati IN 3. Place plant material bade on separate zones from turf areas. s -In � Gi ry �T1� a 4. Use Rainbird 1606 heads In turf areas. ;ROOM! tg� 5. Use Rainbird 181E heads in plant beds (in ground cover and along paved areas). Pill_ � �.�%� 6. Use Rainbird PA-&S shrub risers in plant beds containing shrubs. Adjust height of riser to height of plant after on years growth. a ' 7. Do not use rotor heads against building. , ET 8. Mainline shall be schedule 40 PVC. i ON � � x, 9. Laterals shall be class 200 PVC.TO sr" 10. Zones shall be balanced (i.e. close to the same gallons per minute for each zone.)' 11. Controller shall be an automatic dual program controller. See plans for controller locations.n'µ r r 12. All crossings under pavement shall be made using Schedule 40 MM PVC sleeve Sized at9 9 9 P 9 least two sizes larger than the Irrigation pipe t e routed through the sleeve. 13. Irrigation installer shall submit final shop drawings showing piping, zoning,.pipe size, T,1U.8 ingmd The De signs Represented Herein are'rhe Exclusive Property of Brad Smith valves, gallonage per zone, zone numbers, heads, pump, controller, etc. for Associates, Inc., and May Not Be Reproduced, approval by Landscape Architect prior to commencement. System shall be designed Used, or Disseminated Without Written Permission. to provide 100% coverage to all plant beds and sodded areas. ® 2003 Brad Smith Associates, Inc. 14. Coordinate with Cityof Fort Pierce Utilities Department for exact locations of existing Registration: P g FL Reg. LA Corp. #0000305 service lines and for meter and backfiow prevention requirements. BradleyA smith LA#764 is LANDSCAPING SPECIFICATIONS PART 1 - GENERAL 1. DESCRIPTION OF WORK A. Work included: This section is part of the entire set of contract documents and Shall be coordinated with the applicable provisions of the other parts. B. The extent of the landscape development work is shown on the drawings and in schedules. Completion of the work shall mean full and exact compliance and conformity with the provisions expressed or implied in the drawings and specifications. C. The work s his under e t ection includes supplying and planting of trees, shrubs and ground covers in accordance with sound nursery practice and maintaining and watering them until final completion and acceptance, but not less than 30 days from installation, and any other work as called for on the piano and in these specifications: 2. RELATED WORK A. Site work (rough grading), B. Irrigation (see irrigation specifications). 3. QUALITY ASSURANCE A, QUALIFICATIONS OF INSTALLERS: The Contractor shall have his labor crews controlled and directed by a landscape foreman well versed in plant materials, planting, reading blueprints and coordination between job and nursery, in order to execute installation rapidly and correctly. B. TREES AND 5HRUI35: Provide trees and shrubs grown in a recognized nursery in accordance with good horticultural practice. (The only exception Shall be native plant material collected from field locations.) Provide healthy vigorous stock grown under climatic conditions similar to conditions in the locality of the project and free of disease, insects, eggs, larvae, and defects such as knots, sun -scald, injuries, abrasions, or disfigurements. All plant material shall be. graded Florida No.1 or better as outlined under Grades and Standards for Nursery Plants 2nd ed., February 1998, State Plant Board of Florida. 4. PRODUCT HANDLING A. DELIVERY AND STORAGE: The balls of D & B plants which cannot be planted immediately on delivery shall be covered with moist soil or mulch or other protection from drying wind and sun. All plants shall be watered as necessary until planted. B. PROTECTION 1. Trees moved by winch or crane shall be thoroughly protected from chain marks, girdling, or other bark slippage by means of burlap, wood battens or other approved method. 2. Container grown plants shall be carefully removed from the container so as not to disturb the root system. Spade shall not be used to cut containers. 5. JOB CONDITION5 A. EX15TING CONDITIONS 1. The contractor shall verify all site conditions prior to construction. 2, The Contractor shall exercise care in digging and other work so as not to damage existing work including underground pipes and cables, and the pipes and hydrants of watering systems. Should such overhead or underground obstructions be encountered which interfere with planting the location of plants shall be adjusted to clear such obstruction. 3. Should any objectionable materials such as old concrete, bricks, or other debris be encountered during planting operations, they shall be removed from the site by the Contractor. B. SCHEDULING 1. In general the work shall proceed ao rapidly as the site becomes available. 2. Landscape installation shall not begin until an adequate source of water is available on site. 3. The Contractor shall be responsible for coordinating his work with all other parties involved with the job in order the eliminate unnecessary complication during the installation of his work. 4. Upon substantial completion of work, the Contractor shall request a walk-through by the Landscape Architect to formulate a "punch list". Contractor shall complete "punch list" items as quickly as possible, and request another walk-through to verify completion. Upon successful completion of the "punch list" items, the work will be accepted by the Owner. C. The contractor is responsible for his own bathroom and drinking facilities. 6. GUARANTEE A. Considering that the Owner will be responsible for maintaining all materials after acceptance, the Contractor shall guarantee to replace all plant materials for a period of time after final acceptance as follows: 1. Trees (except Palms) -180 days. 2. Palms -1 year. 3. 5hrubs and Ground Cover - 60 days. 4. Sod - 30 days. D. Should any of the plant materials show 40% or more defoliation during the guarantee period due to the Contractor's use of improper materials or workmanship the Contractor, upon written notice, shalt replace same within 15 days, without additional cost to the Owner. C. Specifically excluded from the guarantee are damages resulting from natural causes such as floods, lightning strikes, freezing or winds over 60 mph., damages from acts of negligence on the part of the Owner or others occupying the site, fires, vandalism and herbivorous animals. D. This guarantee shall be in effect only if proper maintenance is performed by the Owner, after final acceptance of the Contractor's work. Without such maintenance, this guarantee shall become null and void. Proper maintenance Shall be considered as performing the procedures described generally in Section 3.03 A MAINTENANCE (Items 2 & 3). 7. SU13MITTAL5 A. Physical samples of prepared planting soil and mulch. 5. Labels from starter fertilizer, and seed. C. Submit recommendations for controller time setting for each irrigation zone valve to the Owner prior to completion of work. D. Submit recommended plant care and maintenance procedures to Owner prior to completion of work. E. The Owner reserves the right to withhold 10% of the contract amount until the submittals are received. PART 2 - PRODUCTS 1. MATERIALS 9 A. NOMENCLATURE: Conform to the names given in Standardized Plant Naml,s,1942 Edition, prepared by the American Joint Committee on Horticultural Nomenclature. Names of varieties; not included therein, conform generally with names accepted in the nursery trade. D. MEASUREMENTS: Plants shall be measured when branches are in their normal position. Height and spread dimensions specified refer to main body of plant and not extreme branch tip to tip. The measurements Specified are the minimum size acceptable and are the measurements after pruning, where pruning is required. C. B & B PLANTS: No plant shall be accepted when the ball of earth surrounding its roots has been cracked or broken. The diameter of the ball must be sufficient to encompass the woody and non -woody roots necessary for the maximum development of the plant. Plants shall be "hardened off' at the nursery prior to installation. Non -woody roots shall be visible on 40% of the rootball growing through the burlap. Anti-transpirant spray shall be applied immediately following installation. D. MATERIALS: Pot bound plant materials will be unacceptable. E. SOD: The sod shall be of firm, tough texture having a compact growth of grass with good root development. It shall contain no weeds, or any other objectionable vegetation. The soil embedded in the sod shall be good clean earth, free from stones and debris, The Sod shall be free from fungus, vermin and other diseases. 2. MIXES A. Fertilizer shall conform with ANSI A-300 part 2 fertilization standard. Fertilizers for trees and shrubs shall have a ratio of 3:1:1 or 3:1:2. Fertilizers for palms shall have a ratio of 15:1:3. A minimum of 50% of the total nitrogen shall be, water -insoluble. Fertilizers shall have a salt index of foss than 50. Fertilizers shall be applied at a rate of 2-4 lbs. of nitrogen per 1,000 square feet per application, not to exceed 6 Ibs. of nitrogen per 1,000 square feet annually. B. Lawn areas shall be treated with a 6-6-6 fertilizer,100% organic, with minor' elements, applied at a rate of twenty (20) pounds nitrogen per 1,000 square feet. A minimum of 50% of the total nitrogen shall be water -Insoluble. PART 3 - EXECUTION 1. PREPARATION: PLANT PITS: Circular pits with vertical sides shall be excavated for all plants. Diameter of pits for trees, shrubs, and ground cover shall be at least two times greater than the diameter of the ball. 2. I N5TALLATION/APPLICATION/PERFORMANCE A. All plants except as otherwise specified, shall be centered in pits and set on compacted top soil to ouch a depth that the finished grade level at the plant after settlement will be the same as that at which the plant was grown. No burlap shall be pulled off of the bottom or sides of rootballs. Remove burlap from top of root ball only. Container grown plants shall not be excessively root bound. All broken or frayed roots shall be cut off cleanly. Soil shall be backfilled, tamped lightly, and shall be settled by watering. No filling will be permitted on top of rootballs. D. New planting shall be so set that the final level of ground around the plants shall conform to surrounding grades, or as otherwise specified. C. Moisten prepared surface immediately prior to laying sod. Solid sod shall be laid immediately upon delivery to Site with closely abuttingjoints, with a tamped or rolled even surface. Stagger end joints minimum of 12 inches. It shall be the responsibility of the Contractor to bring the sod edge in a neat, clean manner to the edge of all paving and shrub areas. After the sod is laid, a top dressing of clean sand shall be evenly applied over the entire surface and thoroughly washed in, (if determined by the Landscape Architect). Note: Sand will not be required over properly laid sod. D. All plant beds, unless otherwise noted, shall be top -dressed with 3" shredded Cypress bark mulch. E. The amount of pruning on new plant material shall be limited to the minimum necessary to remove dead or injured branches. Pruning shall be done in such a manner as not to change the natural habitat or shape of a plant. 3. INSTRUCTIONS A. MAINTENANCE 1. The Contractor shall maintain all plant materials as Florida number 1, or as otherwise specified, from the beginning of landscape construction until the landscape work is accepted by the Owner, including proper watering. 2. Maintenance shall include, but not be limited to watering of turf and planting beds, mowing, cultivation, weeding, pruning, disease and pest control, replacement of dead or unacceptable materials, straightening turf or planter settlement areas, guy wire repair and tightening, washouts, and any other procedure consistent with good horticultural practice necessary to insure normal, vigorous and healthy growth of all work under this contract. 3. Mowing, if necessary prior to final acceptance, shall occur at regular inter/als at a mowing height of 3 inches when the grass reaches a height of four and one-half (41/2) inches with a standard rotary mower. At no time shall more than 1/3 of the leaf surface be removed. 4. It will be the Owner's responsibility to continue maintaining the landscape, following guidelines above, after final acceptance. B. GRADES: It shall be the responsibility of the Contractor to finish (fine) grade all landscape areas, eliminating all surface irregularities, depressions, sticks, stones, and other debris, and remove them from the site. Rough grade shall be considered as site work (rather than landscaping) and shall be established to within t CIS of design grade. 4. CLEANING: The Contractor Shall at all times keep the premises (grounds and pavements) free from accumulations of waste material or rubbish caused by his employees or work. FINISH GRADE RECEIVING HOLE SHALL BE APPROXIMATELY 2 TIMES LARGER THAN THE ROOT BALL 3" MULCH >IIII EXISTING SUBGRADE 1 COMPACTED SOIL TO PREVENT SETTLING SEE PLANTING NOTES FOR BACKFILL MATERIAL NOTE SHRUBS SHALL BE PLANTED A MINIMUM OF 1" & NO MORE THAN 2" ABOVE FINISH GRADE, DEPENDING UPON SITE CONDITIONS. SHRUB/GROUND COVER PLANTING DETAIL r� 0 ��II M l' RUBBER HOSE OVER WIRE TO PROTECTTREE, ATTACHED AT DIFFERENT HEIGHTS ALONG TRUNK #12 GAUGE DOUBLE STRAND GALVANIZED WIRE, TWISTED (3) 2" x 2" x S' WOODEN STAKES D O" SOIL SAUCER TO HOLD WATER d V;� �3" MULCH r-FINISH GRADE REMOVE COVERINGS FROM THE TOP & 1/3 OF THE WAY DOWN THE SIDE OF THE ROOTSALL EXISTING SUBGRADE SEE PLANTING NOTES FOR BACKFILL MATERIAL COMPACT SOIL TO PREVENT SETTLING RECEIVING HOLE SHALL BE APPROXIMATELY 2 TIMES LARGER THAN FOOTBALL SMALL TREE PLANTING/STAKING DETAIL (Trees with 3" cal. & smaller) Not to Scale Pl "x" DIMENSION IND COVERS 3'-0" D COVER AND DWARF SHRUB W-6" :F SHRUBS 4'-0" SHRUB AND LARGE SHRUB 4'-6" E SHRUBS W-0" ANT SPECIES OEPARATION DETAIL to Scale TOP 1/10 OR MIN 2" OF ROOTSALL SHALL BE ABOVE FINISH GRADE Decorative Rectangular Pot (Typ.) (See Site Amenities Schedule sheet L-1) Note: Provide non -irrigated planters as shown on all 4 balconies. PLANTER LOCATIONS ON A TYPICAL BALCONY _ .l p.•or I l l s l-- I It •� �._ COMPACTED SOIL TO SEE PLANTING NOTES FOR PREVENT SETTLING BACKFILL MATERIAL RECEIVING HOLE SHALL BE APPROXIMATELY 2 TIMES LARGER THAN ROOT BALL STAKED PALM TREE PLANTING DETAIL o ca le REMOVE FRONDS, LEAF BUD TO REMAIN (APPLIES ONLY TO SABAL PALMS) PALM BUD SHALL BE TREATED WITH LIQUID INSECTICIDE PRIOR TO INSTALLATION Scale: 1 t1= 20' Date: 9-20-04 Date Plotted: 6-13-05 O N� r 0 O N xj O w bA v 3 0 N VW/ J u_ EF vi In do C;a3 0 '� "'I N Z W (D 0M m 4 bV O rNe�- N p Cl) Z 0 o W� W BURLAP TO PROTECT TREE, MIN. B LAYERS This Drawing and The Desips Ret n rented Herein are The Exclusive Property of Brad Smith (2)NON-SLIP METAL COLLARS Associates, Inc., and May Not Be Reproduced, Used, of Disseminated Without Written Permissioa " 0 2003 Brad Smith Associates, hno. (3) 2 x4 WOODEN STRIPS OVER BURLAP (3) 2"x4" WOOD STAKES NAILED TO STRIPS Registration: AT TREE TRUNK WJ STAKES AT FINISH GRADE Br Reg. LA Cog. N0000305 Bradley A Smith REMOVE BURLAP FROM TOP OF ROOTSALL LA �764 (REMOVE ALL BURLA6r IT IS SYNTHETIC) 3" MULCH (SHALL NOT BE SPREAD - ON TOP OF ROOT BALL) FINISH GRADE • ° ° ee • • ' - (3) 2'' x4" WOODEN STAKES III-� I - ° oti° SET FLUSH W/`lINISH GRADE i9 a r _ EXISTING , SUBGRADE Sheet Number L-2 2 of 4 � r�s IRRIGATION NOTES 1. Verify all conditions and dimensions shown on the plans at the site prior to commencement of work under this contract. 2. All irrigation installation shall conform to local codes. 3. Piping on plans is diagrammatically routed for clarity --route to avoid conflict with specim plants and light poles. Design modifications may be made only as necessary to meet fielc conditions and only as acceptable to Landscape Architect. Laterals shall be sized such t the water flow velocity shall not exceed 5 feet per second. 4. Adjust sprinkler's arc and radius to assure 100% coverage. 5. Main line shall be schedule 40 PVC. Laterals shall be Class 200 PVC. 6. Where mains and/or laterals are.covered by paving, schedule 40 PVC sleeve shall be used. installer shall coordinate placement of sleeves with general contractor. 7. All mains shall be buried a minimum of 16" below grade. 8. All laterals shall be buried a minimum of 12" below grade. 9. All valve boxes shall be installed in AMETEK VP-10 valve boxes. 10. Electrical Installation of pump, and irrigation controller shall be provided by site electrician in compliance with N.E.C. requirements. (N.Lf.C.) Contractor shall Install grounding rods per manufacturer's recommendations. 11. Place wiring to rain sensor and by-pass switch in seal-tite flexible conduit, firmly secured. Mount rain sensor on dumpster enclosure. Size all sleeves min. 2 sizes larger than irrigation pipe. 12. 5ee Technical Specifications on sheet 1-2. 13. All irrigation heads to be installed min. 1t from all structures. 14. System has been designed based.on a static water pressure of 50 psi at discharge of backflow preventer. Contractor shall field verify pressure at this location prior to ordering materials or starting any irrigation installation and notify designer of any difference from stated pressure. if contractor fails to notify designer he/she assumes full responsibility for any system alterations as directed by the consultant. 7' IL ____ ___ T. Contractor to locate irrigation controller inside utility area. Zone # G.P.M. Valve Size Sprinkler Type Precip. Kate BUILDING Al 12.00 1' Bubbler N/A A2 31.70 1-1/2" Plant Bed 1.85 a Connect to exiotin r meter. Coordinate pion with general con I IRRIGATION LEGEND 0 Kainbird 181212" pop up to be installed using a V2" x12" heavy walled flexible PVC pipe connection. (see nozzle selection chart) Ralnbird 1806 6" pop up to be installed using a 1/2" x 12" heavy walled flexible PVC pipe connection. (see nozzle selection chart) Rainbird PA-85 spray sprinkler shrub adapter with Rainbird MPR to be installed on a schedule 40 PVC riser using a 1/2" x 12' heavy walled flexible PVC pipe connection. Paint riser to match adjacent walls or paint avocado green in plant beds. Rainbird PA-85 with 1402 flood bubbler nozzle on polypipe. (see Tree bubbler detail, sheet 1-2) ®Water Meter. Install per local requirements. Coordinate size based upon water demand requirements. Febco double check 1.25" backflow preventer, model #805Y ® install per local requirements. Rainbird E5P-8LX PLUS Wall Mounted Controller ® Glen -Hilton Products Mini -click 11 Rain Sensor. See plans for mounting locations. Place all wiring in conduit mounted on wall. Include By+ -pass Switch Box mounted on dumpster wall near controller. Painbird PE513-PR5-1) series electric remote -control valve in A k VP10 valve box (provide min. 2" washed river rock in bottom of v 4e box). VALVE SIZE SPECIFICATION 1't 100-PE513-PK5-P (eel pressure regulators to provide 30 p.e.1 for sprays and 45 p.e.i. for rotors at farthest head from control valve) 1-1/2" 150-PE5B-PR5-V (set pressure regulators to provide 30 p s.i for sprays and 45 p.e.i. for rotors at farthest head from control valve) Valve # 1-112' 7L39 Valve GPM Valve Size Schedule 40 PVC Mainline (2" size) Schedule 40 PVC elv. (min. 2 sizes larger than pipe running through'it). NOZZLE SELECTION CHART Symbol Pattern ■ Kainbird 1812 with F nozzle 19 Rainbird 1812 with H nozzle 15 Ralnbird 1812 with T nozzle M Painbird 1812 with Q nozzle 91 Rairibird 1812 with EST nozzle E) Rainbird 1812 with 85T nozzle 1' Rainbird 1806 with H nozzle Painbird 1806 with T nozzle Q Rainbird 1806 with Q nozzle ® Rainbird 1806 with EST nozzle O Rainbird 1806 with 65T nozzle ® Rainbird 1800 with VAN nozzle • Rainbird PA-85 on polypipe with 1401 nozzle C Rainbird PA-85 on shrub riser with H nozzle 0 Rainbird PA-85 on shrub riser with Q nozzle ® Kainbird PA-85 on shrub riser with 55T nozzle NOTE: Patterns typical for all heads. Notes: 1. Include inlet filter screen with all nozzles 2. Head number denotes nozzle radius for MPR nozzles 3. Use Rain Bird MPR Series plastic nozzles. Adjust radius as necessary to prevent overepray onto undesired areas 4. Use Pain Bird VAN Series nozzles for areas where preset nozzle patterns overspray onto undesired areas, adjust as necessary 5. All irrigation heads to be Installed min. T from all structures O 1/2' IFS FLEXIBLE LATERAL LINE TO BE INSTALLED BYCONTRACTOR. I1,15TALL t3 FLOOD EMITTER ABOVE 5011., BURY POLY TUBING 2' BELOW 501L LEVEL. O DECORATIVE PLANTER - OWNER SUPPLIED/CONTRACTOR INSTALLED. DRILi. (1) 2' 1 AS. HOLE FOR PVC LATERAL. I OCATION MAY VARY DUE TO PLAT GROUPINGS, VERIFY LOCATION PRIOR TO DRILLING. SEAL POTS NTH APPROPRIATE SEWW. .." B POROUS LANDSCAPE FILTER FABRIC O3 GRAVEL DRAM ROCK 9 PLUMBERS TOILET TANK 5EAL AROUND SLEEVE. DO NOTSEAL POT- ALLgwTo O DRAIN, ROLL AND SET PUTTY AROUND CONCRETE OPENING TO CREATE A i - WATEKTIGHT5EAL PREPARED 15ACKPILL MIX.. (DO NOT UTILIZE MATERIAL WITH IRON SUPPLEMENT5). :c. .4 •o' d. O u / 1/2' THREADED MALE ADAP(ER WITH FULLY ADJUSTABLE FLOOD BUBBLE. 2e O7 ANGLE FLEX PIPE AWAY FROM CENTER OF POL / OS FIN15HEP SURFACE �\ I O6.5LEEVE PVC IRRIGATION LATERAL UNE BY OWNER TO BE INSTALLED PRIOR TO PAVINC'. \ 11 GRAVELSUMP 12 L NOTE ALL POTS SHALL BE PRE -DRILLED & INTERNALLY SEALED BY CONTRACTOR POT.IRRIGATION NOTE. n NOT TO SCALE SCHEMATIC ONLY. Scale: lit = 20' Date: 5/25/05 Date Plotted: 7/6/05 V M q M1 �yrt+ r ti , 3. xr ,. • W This Brewing and The Designs Represented Herein are The Exclusive Property of Brad Smith Associates, Inc., and May Not Be Reproduced, Used, or Disseminated Without Written Permission. ® 2004 Brad Smith Associates, Inc. Registration: FL Reg. LA Coup. A0000305 Bradley A Smith LA 0764 Sheet Number 3 of 4 ease Project #: 03-0083 SECTION 213 - IRRIGATION SYSTEM PART 1-GENERAL 1. DESCRIPTION OF WORK A. Work Included: I his Section is part of the entire set of contract documents and shall be coordinated with the applicable provisions of the other parts. B. The extent of landscape irrigation system is shown on the drawings. Completion of this work shall mean full and exact compliance and conformity with the provisions expressed or implied in the drawings, Schedules and specifications. Irrigation installer io not relieved of his responsibility to provide proper irrigation coverage by providing full and exact compliance with the drawings and specifications. If field conditions or other unforeseen factors warrant that design modifications are necessary, irrigation installer shall notify Landscape Architect immediately. C. The work under this section includes furnishing and installing materials to construct an automatic irrigation system and maintaining that system until final completion and acceptance, but not less than 30 days from date of installation, and any other work as called for on the piano and in these specifications. 2. RELATED WORK A. Electrical service to pump and controller shall be provided by others under separate contract with Owner, in compliance with N.E.C. requirements. B, Site work (rough grading). C. Landscaping (see landscape specifications). 3. QUALITY ASSURANCE A. Landscape irrigation system installation shall only be performed by a firm that is regularly engaged full time in the installation of underground landscape irrigation systems. (Crews shall be controlled and directed by a foreman who is thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of installation, and is well versed in reading blueprints.) B. Design modifications may be made only as necessary to meet field conditions and only as acceptable to Landscape Architect. Piping shown on piano is diagrammatically routed for clarity - route to avoid conflict with specimen plants and adjust as necessary to accommodate landscape construction. C. Contractor shall be responsible for verification at the site of all conditions and dimensions shown on the p)ano prior to commencement of work. D. CODES AND STANDARDS; Work shall comply with the American Society for Testing and Materials (A5TM) and National Electrical Code. E. REQUIREMENTS OF REGULATORY AGENCIES: Work shall comply with codes, ordinanceo, and regulations of all governing authorities F. WATER TESTING: Contractor shall test the salt content (chlorides and t.d.o) of the irrigation well. 4. PRODUCT HANDLING: The Contractor shall protect all materials and work against injury from any cause and shall provide and maintain all necessary oafeguardo for the protection of the public. He shall be liable for any damage or injury to person or property which may occur ao a result of his negligence in the prosecution of the work. 5. JOB CONDITIONS A. EXISTING CONDITIONS 1. Inspection: Contractor must examine the areas and conditions under which landscape irrigation oyotem 1s to be installed and notify the Landscape Architect in writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected. Contractor shall fully acquaint himself with related planting, electrical, paving, site and utilities work to preclude any misunderstanding and to facilitate a trouble -free installation at the site. 2. Should any objectionable materialo such as old concrete, bricks or other debris be encountered during the installation operation, they shall be removed from the site by the Contractor. B. SCHEDULING 1. Crossings under paved areas as indicated, shall be installed by the Contractor. Crossingo shall be installed prior to compaction of oubgrade. 2. Irrigation installation shall not begin until rough grades have been established. 3. Contractor shail'be responsible for coordinating his work with all other parties involved with the Job, and shall coordinate the supply of electrical power to the timing device (controller). 4. Upon oubstantial completion of work, the Contractor shall request a walk-through by the Landscape Architect to formulate a "punch liot". Contractor shall complete "punch list" items as quickly as possible, and request another walk-through to verify completion. Upon successful completion of the "punch list" items, the work will be accepted by the Owner. C. The contractor is responsible for his own bathroom and drinking facilitieo. 6 UTILITIES A. Prior to excavation, verify in the field the location and depth of all new and existing utilities and take proper precautions not to damage or disturb such utilities. B. Repair to original condition, new and existing utilities and other work damaged by Contractor's construction. C. In the case of damages to the irrigation system caused by others, the cost of repairing the work shall be paid by the party causing said damage. 7. 5U13MITTAL5 A. After completion of piping installation, Contractor shall furnish the Owner'o representative a reproducible "as built" drawing ohowing all sprinkler heads, valves, and pipelineo to reasonable scale, and provide a minimum of two dimensions taken from fixed obvious objects to each automatic control valve, and quick coupling valve. The Contractor shall also furnish a drawing showing a graphic representation of sprinkler zones. B. Instruction sheeto and parts lists covering all operating equipment shall be bound into a folder and furnished to the Owner's representative or Landscape Architect In two (2) copies. The Owner reserves the right to withhold 10% of the contract amount until the "as built" drawingo and instructions and parts lioto folders are received. 8. GUARANTEE A. Guarantee workmanship for a period of one year after date of final acceptance. In addition, see to the fulfillment of all manufacturer's warranties. B, The Contractor shall provide the Owner with a written guarantee stating everything to be covered and any special conditions involved. PART 2 - PRODUCTS MATERIALS: Materials and equipment shall be new and shall operate at the manufacturer's published capacities. 1. PIPE: Comply with the following unleoo otherwise indicated: All PVC pipe shall be 100 PSI, Polyvinyl Chloride (PVC 1120) A5TM-D2241, Type 1, N5F approved. 2. CR0551NG5: Comply with the following: All crossings under paved areas for water and conduit lines shall be Schedule 40 PVC, A5TM-1)1785. 3. PIPE FITTINGS: Comply with the following: For PVC plastic pipe, A5TM-02466 socket fittings with A5TM-A2564 solvent cement. 4. SPRINKLER HEADS: Sprinkler heads shall be of the type shown on the drawings. Filter screens shall be included with all spray heads. 5. R15ER5 AND SWING JOINTS: A. Risers and swing joints shall be as detailed on the drawings. B. Risers for shrub heads shall be Schedule 40 PVC pipe C. PVC Flex connections: Shall be AO -Products heavy walled flexible PVC pipe or equal. Average length of each connection is referred to on the drawings. Special flex cement shall be utilized for making these connections. 6. REMOTE CONTROL VALVES: Valves shall be as specified on the drawings. Use Teflon tape only on threaded connections. 7. VALVE 15OXE5: Valve boxes shall be Ametek VP-10 or approved equal. Install flush with finish grade as indicated on drawing. 8. CONTROL WIRING: All wiring to automatic circuit valves shall be OF-14 direct burial wire of a different color than the black and white wires used on the 115 volt A.C. power. Wiring from the controller to the valves shall be installed in same trench as the mainline where possible. All splices shall be made with Rain Bird 5plice-1 connectors, or approved equal. All wire shall be furnished in minimum 2,500' reels and spliced only at valve or tee locations. 9. CONTROLLER: Controller shall be as specified on the drawings and installed per manufatures recommendations. PART 3 - EXECUTION 1. GENERAL: The Contractor shall be responsible for full and complete coverage of all irrigated areas and shall make any necessary adjuotmento at no additional cost to the Owner, 2. INSTALLATION A. EXCAVATING AND TRENCHING: 1. Perform all excavations as required for the installation of the work included under this section, including ohoring of earth banks to prevent cave-ins. Restore all surfaces, existing underground inotallationo, etc., damaged or cut as a result of the excavations to their original conditiono. 2. Trenches shall be made wide enough to allow a minimum of 2 inches between parallel pipe lines. The minimum vertical clearance between lines cr000ing at angles greater than 45 degrees is 1 inch, Trenches for pipe lines shall be made of sufficient depth to provide the minimum cover from finish grade as follows: a. 16 in. minimum cover over main lines. b. 16 in. minimum cover over control wires 3. Where possible, install pipe adjacent to curbo or paving to minimize interference with Plante and their roots. Coordinate with landscape installer regarding proposed plant material locations. 4. Keep trenches free of obstruction and debrio that could tend to damage pipe and control wires. Remove excess soil from the site and leave grade as it was prior to sprinkler system installation. Piping shall be routed around shrubs, treeo and other permanent obstacles. B. PIPE LINE ASSEMBLY 1. Inotall plastic pipe as recommended by the manufacturer and provide for expansion and contraction. Cut plastic pipe square. Remove burrs at out ends prior to installation so that a smooth unobstructed flow will be obtained. 2. Install remote control valves at locations no closer than 12 inches to walk edges, buildings, and walls. Plastic pipe and fittings shall be solvent welded using solvents and methods as recommended by manufacturer of the pipe, except where screwed connections are required. Pipe and fittings shall be thoroughly cleaned of dirt, dust and moisture before applying solvent with a noneynthetic bristle brush. Care should be taken not to use an excess amount of solvent, thereby causing a burr or obstruction to form on the inside of the pipe. Allow the joints to Oct at least 24 hours before applying pressure on PVC pipe. Do not use PVC cement which has begun to gel. Do not attempt to make pipe connectiono during inclement weather conditions. C. SPRINKLER HEADS: Large gear -driven rotary type shall be installed so that the top is slightly above finish grade. if finish grade has not been established, set the top four inches above grade and lower when finish grade has been achieved. 5prinkiero on rioero shall be set at elevations so that there is no interruption of the stream from the sprinkler nozzle caused by plant material during the first growing season (1 year from date of installation). Heads along curbs and walks shall be set flush to within 1/8 inch and two to four inches away from curb or walk. Adjust heado having an adjustment stem, for the proper radius and throw for the area involved. D. CONTROL WIRES: Shall be installed in a neat and orderly fashion underneath the main and lateral pipes, if possible. Ten -inch loops shall be provided at each valve where control wires are connected. All wires paooing under existing or future paving, construction, etc., shall be encaoed in plastic pipe as specified, extending at least twelve inches beyond edgeo of paving or construction. E. TESTING: All main lines shall be hydrostatically tested in the presence of the Owner's representative at a pressure of 100 psi for a period of time not leoo than four (4) hours, should any leaks be found, they shall be repaired, The line shall then be retested until satisfactory. All lateral lines downstream from the remote control valves shall be visually inspected for leaks, should any be found, they shall be repaired. The line shall then be retested until satisfactory. F. 13ACKFILL AND COMPACTING: After system is approved or Sections thereof, backfill excavations and trenches with clean soil, free of rubbish. 13ackfill for all trenches, regardless of the type of pipe covered shall be compacted to a minimum 90% of its maximum density (A SHTO T-180). Dress off all areas to finish grades. G. FINAL ADJU5TMEN : Balance and adjust the irrigation system components for efficient, proper operation. This includes controller synchronization as well as individual settings of control stations. INSTRUCTIONS 3. LABEL5 A, 1. Number each zone valve box on underside of valve box cover with a black waterproof marker for reference. Numbers shall match the zone numbers on the drawings, 2. Number each zone valve control wire at the controller with a waterproof marker and tags. Numbers shall match the zone numbers on the drawings MAINTENANCE B. 1. Maintain the irrigation system until final acceptance of the work. Maintenance shall include work, materials and replacements necessary to insure a complete properly operating oyetem, 2. It will be th Owner's responsibility to maintain the system in working order during the guarantee period, performing necessary minor maintenance, keeping grass from obotructin the sprinkler heads and preventing vandalism and damage during the landscape maintenance operation. CLEANING: The Contractor shall at all times keep the premises (grounds and pavements) free fro rn accumulations of waste material or rubbish caused by his 4• employees or work. ,WALL WIRE PER LOCAL CODE(5) INSTALL A MINI -CLICK CONn OLCEk RAIN SWITCH AND WIRE INTO THE COMMON WIRE. ' INSTALL RAIN SWITCH �`. IN LOCATION IN THE .j WEATHER. SINGLE THROW WEATHERPROOF L 15 AMP SWITCH ~ PVC CONDUIT TO START OF THE MAINLINE ELECTRICAL CONDUIT ""����• 120V. POWER WIRES PERSPECTIVE CONNECT CONTROLLER GRO ND TO A GROUNDING ELEMENT WITH A MAXIMUM PE515TA CE AS RECOMMENDED BY THE UR CONTROLLER MANUFACT R. VTKOLLEK MOUNTING TO SCALE NOTE: 1. PAINT TO MATCH ADJACENT BUILDING SURFACE. PAINT "AVACADO" IF LOCATED AMONG PLANTS (NOT ADJACENT TO BUILDING). 2. ADJUST HEIGHT TO BE SUFFICIENT 0 AVOID OBSTRUCTION OF SPRAY BY PL NT MATERIAL FOR 1 YEAR FROM TIME OF INSTALLATION. J I 5L y 5hub Kiser NOT fO SCALE PLASTIC NOZZLE PLASTIC SHRUB ADAPTER PLANT MATERIAL FINISH GRADE/TOP OF MULCH 1/2" UV RADIATION RESISTANT PVC 5CH 80 NIPPLE (LENGTH A5 REQUIRED) 1/2" 9011 PVC STREET ELL (SLIP x THREAD) 1/2" x 12" HEAVY WALLED FLEXIBLE PVC PIPE (USE FLEX GLUE FOR CONNECTIONS) PVC 5CH 40 TEE OR ELL PVC LATERAL PIPE Her NOTE: Install hei grade leave PLACE DUCT TAPE OVER END OF RISER (TYP) POLY -PIPE TO BUBBLER UNDER MULCH ON ROOT BALL PVC TEE SXSh OR ELBOW LATERAL LINE THREAD TO POLY -PIPE ADAPTER (2 EA.) NOTE: INSTALL BUBBLER ON TREE BALL. TREE BUBBLER INSTALLATION NOT TO SCALE ROTARY POP-UP HEAD 5PRINKLEK Not to Scale 12" MINIMUM `PROVIDE A 16" MINIMUM COVER OVER MAIN LINE GR056ING5 AS NOTED PLACE 160 PVC LATERAL OF MAIN (SIZE INDICATED ON DRAWING DO NOT GLUE ELBOW SLEEVE DETAIL Not to Scale I�IIYL ✓ILL /r 1/L 1 LL POP-UP 5PKINKLEK AT OWE NOT TO SCALE TRADE HEAVY WALLED FLEXIBLE PVG PIPE CONNED fiON PVC 5CH 40 TEE OR ELL PVC LATERAL PIPE 30-INCH LINEAR LENGTH OF WIRE, COILED WATER PROOF CONNECTION (1 OF 2) ID TAG VALVE BOX WITH COVER 12-INCH SIZE FINISH GRADE/TOPOF MULCH REMOTE CONTROL VALVE: PVC 5CH 80 NIPPER (CLOSE) PVC 5CH 40 ELL PVC 5CH 80 NIPPLE (LENGTH AS REQUIRED) BRICK (1 OF 4) 5CH 80 NIPPLE (21NCH LENGTH, HIDDEN) AND 5CH,40 ELL PVC MAINLINE PIPE, PVC 5CH 40 TEE 09 ELL PVC 5CH 40 MALE ADAPTER PVC LATERAL PIPE 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL 2" MINIMUM SCHEDULE 40 PVC SLEEVES TWO 51ZE LARGER THAN PIPE SIZE INDICATED ON DRAWING NOZZLE )P-UP SPRAY HEAD Scale: N/A Date: 5/25/05 Date Plotted: 7/5/05 ZN J u do c ■ 0 rn 0'eA 0 C a- V1 ~ Cn CD V Fn m' et Q U)� J U WU 04 `- CL CO = C/3o 0 co e- Z J W This Thawing and The Designs Represented Herein are The Exclusive Property of Brad Smith Associates, Inc., and May Not Be Reproduced, Used, or Disseminated Without Written Permission. ® 2004 Brad Smith Associates, Inc. FL Reg. LA Corp. #0000305 Bradley A. Smith/` LA #7G4 � Sheet Number I-2 4 of 4 Z Project #: 03-0083 1. 2. 3. 4. 5. 6. 7. 8. 1 ❑1 F F 0 F F ❑9 _; 11 12 13 14 15 GENERAL NOTES, LOUVER SIZES INDICATED ARE FOR MINIMUM FREE AREA REQUIRED. ACTUAL LOUVER SIZES SHALL BE AS INDICATED ON ARCHITECTURAL PLANS AND ELEVATIONS. COORDINATE LOCATION OF ALL CEILING MOUNTED AIR DISTRIBUTION DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLAN AND WORK OF ALL OTHER TRADES. READ SPECIFICATIONS. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. VERIFY ALL REQUIREMENTS WITH EQUIPMENT SUPPLIED. ALL EXTERIOR MECHANICAL EQUIPMENT AND THEIR FRAMES, APPURTENANCES, COMPONENTS, SUPPORTS AND ANCHORING DEVICES SHALL BE ANCHORED TO RESIST THE FORCES DUE TO WIND PRESSURE AS REQUIRED BY THE STANDARD BUILDING CODE COORDINATE THE ELEVATION AND LOCA11ON OF ALL EXTERIOR WALL MOUNTED LOUVERS WITH ARCHITECTURAL DRAWINGS. ALL EXTERIOR LOUVERS SHALL BE PRIMED AND PREPARED FOR FINAL FINISH. ALL RETURN GRILLES SHALL BE FILTER BACK, 22X22 UNLESS NOTED OTHERWISE ALL SOUND ATTENUATORS SHALL BE 3'-0" LOG UNLESS NOTED OTHERWISE. RV.A.C. KEYNOTES: PROVIDE UNDERGROUND PVC CHASE FOR REFRIGERANT LINES. ROUTE REFRIGERANT LINES FROM AHU TO ASSOCIATED CU NA PVC CHASE. SIZE AND INSULATE PER MANUFACTURER RECOMMENDATIONS. LOUVERED DOORS BY OTHERS. (REFER TO ARCH.) e CHILLED WATER SUPPLY AND RETURN UNDERGROUND MAINS. ROUTE AND CONNECT TO MAIN CHILLED WATER LOOP. COORDINATE WITH CIVIL AND CHILLER PLANT PACKAGE PROVIDE 6" THICK CONCRETE HOUSEKEEPING PAD. PAD SHALL EXTEND BEYOND UNITS BY A MINIMUM OF 6" ON ALL SIDES. PAD SHALL BE SIZED LARGE ENOUGH TO ACCOMMODATE PVC REFRIGERANT CHASE LOCATION. PLACE CU AWAY FROM ROOF DRIP LINE PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES. COORDINATE LOCATION WITH ARCHITECTURAL AND LANDSCAPE ARCHITECTURAL DRAWINGS. MAXIMUM LENGTH OF REFRIGERANT PIPING SHALL NOT EXCEED 75 FEET OR MANUFACTURER'S RECOMMENDATIONS. SECURE CONDENSING UNIT TO PAD PITH J14 SCREWS WITH GASKETED WASHERS LOCATED 12 INCHES ON CENTER MAXIMUM AROUND CONDENSING UNIT. PROVIDE 187H INTERNAL CONDENSATE DRAIN PUMP. ROUTE AND TERMINATE AT HUB DRAIN IN MECHANICAL ROOM. INSULATE WITH 1/2" ARMAFLEX INSULATION. MAIN CHILLED WATER SUPPLY AND RETURN SHUT-OFF VALVES IN VALVE -BOX WITH TRAFFIC COVER, CHILLED WATER INSULATION VALVES CAPPED FOR FUTURE TENANTS, CHILLED WATER SUPPLY AND RETURN PIPING BELOW GRADE. ROUTE UNDERGROUND TO AHU LOCATION AND RISE. PROVIDE 2 HOUR RATED ACCESS DOOR FOR ACCESS TO VALVES. PROVIDE 4BX24 COMBINATION HEPA FILTER/FAN DIFFUSER UNIT EQUAL TO FARR MODEL LPFU 48X24:1/3 HP 0 12OV/10. 2" CHILLED WATER SUPPLY AND RETURN PIPING TO AHU-G.1 COIL CONNECTION. FIELD ROUTE PIPING AND MAINTAIN ALL REQUIRED CLEARANCES FOR EQUIPMENT ACCESS. PROVIDE FIRE/SMOKE DAMPERS AT ALL PENETRATIONS OF WALLS ENCOMPASSING SPACES SERVED BY GAS FIRE SUPPRESSION. INTERLOCK DAMPERS TO CLOSE UPON ALARM CONDITION. 6" CHILLED WATER SUPPLY AND RETURN RISERS UP AND DOWN. ROUTE CONDENSATE DRAIN LINE THROUGH CEILING, DOWN IN EXTERIOR WALL AND TERMINATE 8" ABOVE FINISHED GRADE IN PLANTER. ROUTE CONDENSATE DRAIN LINE FULL SIZE FROM STAINLESS STEEL DRAIN PAIN TO HUB DRAIN IN MECHANICAL ROOM. SEE PLUMBING DRAWINGS FOR CONTINUATION. w. I ... _�- � _... f e a d ?mR$E � NOTE: CEILING CAVITIES ARE BEING UTILIZED AS RETURN AIR PLENUMS. THE GENERAL CONTRACTOR SHALL COORDINATE THE REQUIREMENTS OF A RETURN AIR PLENUM WITH ALL SUBCONTRACTORS (I.E. NO COMBUSTIBLE MATERIALS, NO PVC, ETC.) AELR 12/12 PUMP POO/ Fi I 8 aD 10/12 80® —I I I B"0 8"0 800 -1"CHWS&R 10/10 S /$i � � 200CFM ?Rolf 115CHW S CH4M T T T U k 50CFM I z 6201 II Gi/ �µ tEr 20/8 �, N �✓ 3 11 (2)1 X 4-RG a�f a 100CFM�»e 18/1Q ) r S 1OX10-FM .._ -4 t 8.0 c'rle; ` 1 , 20/18y 10/10 i t _5 8J(6-RG ,xJ i wor f�•w£ to �tl At .� a_.........._....,.,..,., �J IL'j �>.,�,,,,�,.,,,, T �$%&"4lx 4MYt 10 5DCFM 11 mi r 36X24-0 'r 1 AHU-G•1 r-• fr- P 12 12 f It Vi S " ff CAlir 8/6 6/10 IL INC PLAN i .. ME J Ar_ EiEy ;r E7:]1 1/2" future kitchip ai"gad NO OEM GRAND tORRY t MSaE ypAlcl " Ep7 ,124 ; E PACE RE3 1790 If MECHANICAL KAN "-LJ f w J aa: O m F- W Q NNO II Q O ao M M Z a o oa� Ems.) 0 _j LLJ I— in Z a m 0 In Lr_ ^ N I U a=h LLJ _I Qom. Z = U LLJ rm J a LAJ moz Vow Ld ca>a RV.A.C. LEGEND 12/to DUCT SIZE, WIDTH/DEPTH J Q J/SOR L'a"c P.E. FLEXIBLE DUCT W 42A TAMONRE SMI QR., L 3 1 1 (n ALTAMO RE SNO.: F FL 3270t FL REG. NO.: PF577W3 MANUAL SPLITTER DAMPER SUPPLY DUCT (TURNED UP) xI SUPPLY DUCT (TURNED DOWN) RETURN DUCT (TURNED UP) is Pis f� RETURN DUCT (TURNED DOWN) S VD S MANUAL VOLUME DAMPER MOTORIZED VOLUME DAMPER 3 ❑ AD ACCESS DOOR S3 C� L INCLINED RISE (R) OR DROP (D), ARROW IN DIRECTION OF FLOW TRANSITION CA< o TURNING VANES W FLEXIBLE CONNECTION a w o0 FD Qa FIRE DAMPER ® SUPPLY DIFFUSER, SEE GRILLE REGISTER AND o DIFFUSER SCHEDULE FOR DESCRIPTION THROW DIRECTION INDICATED ON PLANSLIU RETURN REGISTER, SEE GRILLE REGISTER AND ry DIFFUSER SCHEDULE FOR DESCRIPTION t- ® EXHAUST DIFFUSER, SEE GRILLE REGISTER AND W DIFFUSER SCHEDULE FOR DESCRIPTION uj UNDERFLOOR MIT, 150 CFM UNLESS w 0 NOTED OTHERWISE fl u �SA SOUND ATTENUATOR i THERMOSTAT i I HUMIDISTAT E SD SMOKE DETECTOR — CD — CONDENSATE DRAIN LINEI — R — REFRIGERANT LINE/CHASE t —CHWS— CHILLED WATER SUPPLY —CHWR— CHILLED WATER RETURN m �V -------- UNDERGROUND PIPING o o_ ❑X PLAN NOTE DESIGNATION n> 9 S w . uc+— DOOR UNDERCUT z N � Z -� Z © SEPT. '04 THESE PIANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OS EMUNO R DRHENBA% MWITETS, PA AND REPR]DUCITONS. DRGOSUm OR USE TIOW IN WAE OR 0 W IS IXPREMY %p- HISITED WITHOUT WRITTEN PER NS". COMM. NO: 040503P8 DATE: 04 ✓ANOAkY 1005 BY: RP CH'KD: ✓S OCIASSOM%�r9�. INC SHEET NO. V Cwmfing Erahasm 427 Centerpointe Csde, SEAte 1825 — I Aftemonte FL $2701 511VVV (407)332-0 "Far 332-7704 3 MOa FAVTHOWA� assocfa7Fs OF 74 / I. H V.A.C. KEYNOTES ❑1 3' CHILLED WATER SUPPLY AND RETURN PIPING TO AHU-1.1 COIL CONNECTION. FIELD ROUTE PIPING AND MAINTAIN ALL REQUIRED CLEARANCES FOR EQUIPMENT ACCESS. FIi6' CHILLED WATER SUPPLY AND RETURN RISERS UP AND DOWN. ❑3 ROUTE CONDENSATE DRAIN LINE FULL SIZE FROM STAINLESS 13 STEEL DRAIN PAIN TO HUB DRAIN IN MECHANICAL ROOM. SEE PLUMBING DRAWINGS FOR CONTINUATION. 1L* MAR, fitEg E WORK.. crl RAV 411%17,V l ids 100CFM X r I - UC rr✓ SE U E Jib",, OPEN Offief Yf m {....3..,a......,..., rTF 1"k 36X24-OAL ka iaht 14/14 F1.. f'�it �iYif �dUJi tl1 01 k � C 13 SFAM I ury, any "`j um h^ my LOOP• rk'S3v UC 14/14 UP AfAfd&dtE FQ �TO EF-R2 09 OPEN Offl(li %3 'LI 1/8 = v-0" c � r ° 2 _. \ } 0601, OCI ASSOC14TER INC. 427 Centwlmhte Cade, Sate S25 A"monte FL 32701 (407) 332-M Fax 407) 332-7704 www.ociamociat".Com oE31IPCATE aF AMEIpiVATpN tam Z � o m W _ co ilI Q ENO V)MN Q O m7 M m N cooS oa� Z a J-O) W I- o a m0Lo z -a N ZE U CL clLAJ LLJ Z m Ls] J a 0�OZ Ln�O LLI (o > a_ ASSOCIA j S. O rn 2 v � C Cv tio� U LE1 O � CC O n. LL z 0 a' O O Z © SEPT '04 THESE PUNS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EOWND k DPRENRAS. ARCHII . PA AND REPROD=fONS, OIMOSI OR USE THEREOF N IME OR M PART IS EFRESSEY PRO- NIBN£D NRHOIR WRRIEN PERMISRIDN. COMM. NO:-04OS03PB DATE: 04 ✓ANUARY, 1005 BY: xv CH'KD: is SHEET NO. g OF 14 0 o f#£rs Nils re-10 0 S 1 W f fit F OPIN 3BX24-OAL I:d,'Vagrerf"'1 fU1 at 174 UC ROOM ffr MR, � x �y f R'/ OWr[ UC, t i iltt I � 12'1 up 1 alA, 0 4c w ...� 71 c- ffi s t r t q 4._ai t9Yat u A&I Y t f71 ' I E 5-3/4' FORMED LINTEL W/2 jp4 BARS %0 w TATE FLOOR ASSY. r AHU CLOSET o t a AIR FLOW 10-1/4- MASONRY OPENING HGT SEAL ALL EDGES OF DUCT TO MASONRY rw-; l WOO , � owi� NM- 1. WIDTH SHAH- BE 22-1/4' MASONRY OPENING. 2. THIS IS TYPICAL AT THE FIRST THROUGH FOURTH FLOORS. 3. SOME LOCATIONS REQUIRE FIRE DAMPERS WITHIN THE DUCTWAY. RVA.C. GENERAL NOTES: 1. DUCT CONNECTORS SHALL BE 6'0 UNLESS NOTED OTHERWISE. 2. ALL FLOOR DIFFUSER GRILLES AS MANUFACTURED BY YORK SHALL BE BLACK IN COLOR. 3. UNDERFLOOR A/C SUPPLY DUCTS DO NOT REQUIRE INSULATION. 4. PROVIDE LEAK DETECTION SYSTEM IN THE AHU ROOMS. LEAK DETECTION SYSTEMS SHALL BE INSTALLED IN THE FLOORING SYSTEMS UNDER EACH MAIN MECHANICAL ROOM FOR THIS PROJECT. AT1M FOR EACH ROOM. PROVIDE DETECTION CABLE TO RUN FROM THE CONTROLLER AND AROUND THE PERIMETER OF THE ROOM. PROVIDE ALL CONTROL INTERFACES TO LINK SYSTEM TO BUILDING EMS SYSTEM TO ALARM AT THE MAIN COUNTY OFFICE IN THE EVENT OF LEAK DETECTION. LOCAL ANNUNCIATION SHALL BE PROVIDED AT THE MAIN SECURITY DESK AS WELL PROVIDE FOR ROOMS 018, 177, 223, 320 AND 425. 5. PERIMETER HEATING SYSTEM DUCTWORK LOCATED WITHIN THE RAISED FLOOR SYSTEM SHALL BE INSULATED TO MEET MINIMUM CODE STANDARDS. 6. TEST AND BALANCE - THE TEST AND BALANCE SHALL BE BY AN INDEPENDENT TESTING AGENCY PER SPECIFICATIONS SECTION 15981. SEIMENS CORP WILL CERTIFY THE CONTROLS AND STATIC PRESSURE OF THE UNDERFLOOR PLENUM AT THE TATE SYSTEM. EACH DIFFUSER BOX SHALL BE TESTED TO ENSURE 150CFM OUTPUT. COSTS ASSOCIATED WITH THE TEST AND BALANCE SHALL BE A PART OF THE GENERAL CONTRACTOR'S BASE BID. OC TWw�7E$ !I. Conm"w Eroteem O Undo - Ft Pbrca - War Pain Bach - R W" 427 Centorpei to Cirdo, "o 1825 Aftamonto SpraLpe FL 32701 (4m 332-511U Fax 2407) 332-7704 vmw.odEweomtw.=n w z ° m W �to Q =Np CN NMM Q O ro m to o pQ� Z a w In m0Lo in —I N U �_� U La ~w � 4 Z U >- m .. J Q CC0O EnWa: W (D>a = W � x 4� g, v � C V G1 N 4. H U W O w O a li 9 W O Z Q � N > W C � O W F— Q N � O Z (D SEP( '04 THESE PIPNS AND THE INFORMATION SHOWN HEREIN ARE THE PROP OF MND h DRNENW, MWECM PA AND RMIA)"011% MSCIDStM!i OR USE THEREOF IN WHOLE OR IN W 6 ESPW$tY PRO- . ffl R W'R a WRR PERMISSION. COMM. NO: 040503UB DATE: 04 ✓ANOARY, 2005 BY: RY CH'KD: ,a SHEET NO . associ N. F 14 RV.A.C. KEYNOTES: 3" CHILLED WATER SUPPLY AND RETURN PIPING TO AHU-2.1 COIL CONNECTION. FIELD ROUTE PIPING AND MAINTAIN ALL REQUIRED CLEARANCES FOR EQUIPMENT ACCESS. 6" CHILLED WATER SUPPLY AND RETURN RISERS UP AND DOWN. PROVIDE FIRE/SMOKE DAMPERS AT ALL PENETRATIONS OF WALLS ENCOMPASSING SPACES SERVED BY GAS FIRE SUPPRESSION. INTERLOCK DAMPERS TO CLOSE UPON ALARM CONDITION. ®ROUTE CONDENSATE DRAIN LINE FULL SIZE FROM STAINLESS STEEL DRAIN PAIN TO HUB DRAIN IN MECHANICAL ROOM. SEE PLUMBING DRAWINGS FOR CONTINUATION. f41-7A 36X24-OAL PA BUILDING PLAN REMM9 IONR tip DN r 40DIO x gg c ¢ jl ea %:-12 TT - 1 3 t PRdIBiRS r �� 0ISM, s wj p WEN Offsff fL F S'b Jd4f . 60, low 810 56X18-SA 14/14 UP TO �I ff- }ems 12 _._. LC �" as L3 s - sir LIC i� gin, Lai ', r_� 2. ,E " F t ie ' Uc y fj jr h i *AA1Wx1CY • !! UJ 11 LLI w •• i f • ■ • • n • Ld • • �nlilllll l��'niIII11H�` IIIII��1,.......■.,Igll��'' .lellilllll��lllllllili�f. 1 �I i 3T3 i- W . 0 a j a oG U W Clf 0 d L� (n 2 0 Tn W W F Q Q 0 z E PT. 'Ok D STHESE PIANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY DF E ND • ORREARNS, WHRE . PA AND REPROWCIIONS,-OI50.0SLRES OR USE THEREOF IN WHeE OR IN PART IS EXPRESSLY PRD- HIMEO MOLT WRITTEN PERMISSSON. COMM. NO: 04OS03PR DATE: 04 106WRY, 200S BY: RV CH'KD: JS OCIASSOClA= MI1RC, w III . SHEET NO. cawtow Engineers "rdo • R manor • Wee Pale Bench - FL W" 427 Centerpdnte Circle, Suite 1625 -3 Altamont32701 (407) 332-5110e Sa V (4D7) 332-7704 www.ociase001etN•Com ASSOC/A TES gg CE F"M OF EwnNM 714*.He INC. OF' 14 3 I• P I e£ 1 —F d.LOf 1 40 &F Ili ES IG y C5� RIO Ec L T01 A p a" ID 0 ale, Iva P;J£' jps L>m � ;1 .NO RUC �ic��y125 i" 3 l t 36X24-OAL F-a OPEN offla Im `J OR LTD Imo;cr _ Titn _ FZ>!�1 FL ;GALE: 1/80 = 1'-0" " ou/ ffl#F-vs n 14 13:1 -E U ZI f40WXY RV.A.C. GENERAL NOTES: 1. DUCT CONNECTORS SHALL BE 6'0 UNLESS NOTED OTHERVASE. 2. ALL FLOOR DIFFUSER GRILLES AS MANUFACTURED BY YORK SHALL BE BLACK IN COLOR, 3. UNDERFLOOR A/C SUPPLY DUCTS DO NOT REQUIRE INSULATION. 4. PROVIDE LEAK DETECTION SYSTEM IN THE AHU ROOMS. LEAK DETECTION SYSTEMS SHALL BE INSTALLED IN THE FLOORING SYSTEMS UNDER EACH MAIN MECHANICAL ROOM FOR THIS PROJECT. AT1M FOR EACH ROOM. PROVIDE DETECTION CABLE TO RUN FROM THE CONTROLLER AND AROUND THE PERIMETER OF THE ROOM. PROVIDE ALL CONTROL INTERFACES TO LINK SYSTEM TO BUILDING EMS SYSTEM TO ALARM AT THE MAIN COUNTY OFFICE IN THE EVENT OF LEAK DETECTION. LOCAL ANNUNCIATION SHALL BE PROVIDED AT THE MAIN SECURITY DES( AS WELL PROVIDE FOR ROOMS 018, 177, 223, 320 AND 425. 5. PERIMETER HEATING SYSTEM DUCTWORK LOCATED WITHIN THE RAISED FLOOR SYSTEM SHALL BE INSULATED TO MEET MINIMUM CODE STANDARDS. 6. TEST AND BALANCE - THE TEST AND BALANCE SHALL BE BY AN INDEPENDENT TESTING AGENCY PER SPECIFICATIONS SECTION 15981. SOMENS CORP WILL CERTIFY THE CONTROLS AND STATIC PRESSURE OF THE UNDERFLOOR PLENUM AT THE TATE SYSTEM. EACH DIFFUSER BOX SHALL BE TESTED TO ENSURE 150CFM OUTPUT. COSTS ASSOCIATED WITH THE TEST AND BALANCE SHALL BE A PART OF THE GENERAL CONTRACTOR'S BASE BID. 1' MINIMUM TYPICAL OVERLAP ON ALL SIDES OF DAMPER — N41E: INSTALL DAMPER PER MFRS. U.l. INSTRUCTIONS I DUCT - f ITEM DESCRIPTION 1. U.L. USTED FIRE DAMPER OPERATOR (12OV) 3 2. FUSIBLE ROD (135T) 3. AUXILIARY OPERATING JACK SHAFT 4. DAMPER FRAME 5. FUSIBLE LINK WITH LOCK (135F) 6. SLEEVE 7. NEGATOR SPRING 8. MOUNTING ANGLES (1 1/2' X 1 1/2' X 16 GA)_ 9. JOINT, BREAKAWAY 10. CAULKING MATERIAL 11. DUCT ACCESS DOOR \` V 16'- 11 r� MAX 1/8'/FF EXPANSION GAP, 1/4' MINIMUM _ 6" — MAX W Za Q 00 W �� ONO Q _Q CJ m NMN M m Q N Z a g �EErn a a �E, p U -� a N d = r" H JQv j Z >- M I I Ja MOOZ ix 0 Ld (D>a 'nmilli I In- oil Jill �nlllllll��,_,c�III1INN� IIi'Iltll�....••n►11jlII�I ' .ltnaillllllllilll�lot►. I iIIIIIIIf'IIIIII'IIIn'li' + 7KE/FIRE DAMPER N I NTS o K C Q N 0 Z © SEPr. V4 THESE PUNS AHO THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EDWND ! DRDENRk% ARN!:ECTS, PA AND REP WCDONS. OI OMURES OR I THEWED: IN WHOLE ON IN PW 5 EI INMY P.D- HIeiEO WTHOUT WRIREN PERIAMON. COMM. NO: 040503UB DATE: 04 ✓AN7lARY,. 1005- BY: RY CH'KD: is OCI ASSOC14= AW SHEET NO. caws Uv Engineers Ailandc • Ft Pkrce - West Pdn Beech • R Myers 427 Centerpointe Cycle, Sate 1825 3 A ABsmonte 8P 1 32701 (407) 332-M Fate 407) 332-7704 1 www.ociassociates.com AssoCIA TES CM"WWATEWA11nIOMAT10N#M rnvr OF 14 qr CD 0 Lo N II � CD • M O J_ ..Q Lam.. to LL'i O J Q J 1 W 3611 CAMERA I R01,41ok 1IfFFIV EEC, ILIb x................. 1,74 UC Cloy, 7 z ) � 100CFM d '77 600 4 � ,VwR z... 2`w...i , fP lkja rA „' , VR. I FM M, ED , rand artd s£akwell a/ {8 xe 0'06, IC r'f 1 /0 14/14 UP z- TO EF-RI E'�_ m. 4. ejs x rAsmus OPEN Offlef L 1o0CFMr%3 o6.OWN W fli-x irl h4plf, s1rok _.. E p y.{ 9 nqp Y b ------�� P4 F�71 OPFN iffi ..-,-- 1 .— '< MCA 3d?<�' I �� M I jl �-� Z §� # ss S0R�_� s f EFll ><wiPlS ., 36X24-OAL 2 liqA','(k d i�- 56X18-SA 6 rr, bovd, board stRY+FR� IT 1 333 i AN1I-3.911 x rr MECHANICAL y. , t✓ Gm ole s MR 2 mvlk *pd*n, girme OffIC RV.A.C. KEYNOTES ❑j 3" CHILLED WATER SUPPLY AND RETURN PIPING TO AHU-3.1 COIL CONNECTION. FIELD ROUTE PIPING AND MAINTAIN ALL REQUIRED CLEARANCES FOR EQUIPMENT ACCESS. ❑6' CHILLED WATER SUPPLY AND RETURN RISERS UP AND 2 DOWN. ❑3 (2)-4' DIRECT VENT PIPES FROM WATER HEATER. PIPES SHALL BE PLENUM RATED. CONNECT WITH WYE CONCENTRIC FITTING TO 5' VENT AND ROUTE THROUGH CEILING TO EXTERIOR WALL SEE PLUMBING DRAWNGS FOR WATER HEATER LOCATION. SEE MANUFACTURER'S INSTRUCTIONS FOR EXACT CONNECTION LOCATIONS. ®ROUTE 1' CONDENSATE LINE FROM AHU WITH P-TRAP THROUGH FLOOR AND 11E INTO STORM RISER WITH 3-WAY BACKWATER VALVE. ROUTE REFRIGERANT LINE FROM AHU DOWN IN EXTERIOR WALL TO CU AT AT ROOF VIA PLUMBING GHASE. SIZE AND INSULATE REFRIGERANT LINES PER MANUFACTURER'S RECOMMENDATIONS. 6 ROUTE CONDENSATE DRAIN LINE FULL SIZE FROM STAINLESS STEEL DRAIN PAIN TO HUB DRAIN IN MECHANICAL ROOM. SEE PLUMBING DRAWINGS FOR CONTINUATION. OCI ASSOCI = M. comov Ervieeere Glen* - R PIN" - West Pon Beach - R my" 427 Cwtorpo me Corde, Suite 1625 AftemoMe IF 32701 (407) 332-5110 Fax 407) 332-7704 www,odaaeocietoe.c om CEFtFDATE OF AMRq WAT oN fetal } Lil Z m to � w O h to a ��O NtOM Q O Do m a pa' Z 'F- a 0 .JpI -0 Z 4 m0U Q U N d 0uj J aLAJ Z > m W J Q woz p Ef)wS LE1 (a > a _i LLJ 427 CENTERPOMTE S 0 ALTAMONTE SPRINI o W 2 v 4 v C.T Ny ti. W O Of O OL u noMEN © SEPr '04 THESE PLANS :.NU THE INMRMATONN SHOWN HEREIN ME THE PROPERP( 0' MIND h ORRENBAS, NROHff S, PA AND REPRUMICOONS, MSG9511RE5 OR USE TMEAEOP IN WNME OR IN PAR IS E(PRESSLY PRO- MOTE) WT QIJT MW TEN PERMISSION. COMM. NO 0405034 DATE: 04 ✓ANYARY, 2005 BY: RY CH'KD: .Q SHEET NO. /4- OF 74 fPlC. � r 0 1 DARK .gar €I 1u17 Ic�al �7p F—T �b✓" 1 e� y ;4 3BX24—OAL 2 MEOW P� E&L R E p#1 f iv r^5 r �" AA ',�:,era�• ,xrizexAr� ��ry Ic � 1 a1>' w4r" WE SrAt NJ V 1 IN �ccuir�ezu;..^ 9 F' 71 krsl stortal p e od stairwelt ale 143 31, bofl4'd brtod t F;� 1 R 100ic:\y S O161.U?S R d40 fpes _„ •0 Ut 5' �iCy sf 0 � 4 & =."'E DVINCE 110 ws1 C RV.A.C. GENERAL NOTES: I. DUCT CONNECTORS SHALL BE 6*0 UNLESS NOTED OTHERWISE. 2. ALL FLOOR DIFFUSER GRILLES AS MANUFACTURED BY YORK SHALL BE BLACK IN COLOR. 3. UNDERFLGOR A/C SUPPLY DUCTS DO NOT REQUIRE INSULATION. 4. PROVIDE LEAK DETECTION SYSTEM IN THE AHU ROOMS. LEAK DETECTION SYSTEMS SHALL BE INSTALLED IN THE FLOORING SYSTEMS UNDER EACH MAIN MECHANICAL ROOM FOR THIS PROJECT. ATIM FOR EACH ROOM. PROVIDE DETECTION CABLE TO RUN FROM THE CONTROLLER AND AROUND THE PERIMETER OF THE ROOM. PROVIDE ALL CONTROL INTERFACES TO LINK SYSTEM TO BUILDING EMS SYSTEM TO ALARM AT THE MAIN COUNTY OFFICE IN THE EVENT OF LEAK DETECTION, LOCAL ANNUNCIATION SHALL BE PROVIDED AT THE MAIN SECURITY DESK AS WELL. PROVIDE FOR ROOMS 018, 177, 223, 320 AND 425. 5. PERIMETER HEATING SYSTEM DUCTWORK LOCATED WITHIN THE RAISED FLOOR SYSTEM SHALL BE INSULATED TO MEET MINIMUM CODE STANDARDS. 6. TEST AND BALANCE - THE TEST AND BALANCE SHALL BE BY AN INDEPENDENT TESTING AGENCY PER SPECIFICATIONS SEC11ON 15981. SEIMENS CORP WALL CERTIFY THE CONTROLS AND STATIC PRESSURE OF THE UNDERFLOOR PLENUM AT THE TATE SYSTEM. EACH DIFFUSER BOX SHALL BE TESTED TO ENSURE 150CFM OUTPUT. COSTS ASSOCIATED WITH THE TEST AND BALANCE SHALL BE A PART OF THE GENERAL CONTRACTOR'S BASE BID. u u •• Lai .. af • a- �llp.n.�lll .nlillllih,_,alllllllie. ... milli ��anlllllllllllllll�il►� .' J . Q d.SON 1L 9R'. P.E W 4 A AMOENPgN7E qR„ 9111E 01 (n KTA L RI %Nq>4 32701 FL RM3i. N0.• P d3 S I ` � Q� Cl V ao� v moo CJ �n ry H, W w p 0_. u_ m rr � z 0 0 a � v; > ww � F o � N Z 9EP7, •04 THESE PLANS AND THE INMIRMADON SHOWN HEREIN ARE THE PROPERTY O EDWND A ORDENBIS, MCNUEIS, PA. AND REPROpUGHONB DISCLOSURES OR USE THUM IN WHOLE OR IN m a EAP�4LY PRO - HIM WITHOUT WRRI, AMMON. COMM. NO: 040503Y0 DATE: 04 ✓ANOARY, 1005 BY: RY CH'KD: ✓S t.wA Reff�Pi SPf#R. _iltj SPEp4Argis ,f1/' 19, rXIVATSR f2 n�i d pi,06 Thd sta#w ", 3 I� i�aP LL °`�40�5 M " 14/14 I PIFN off`!CE F„M1 u�_ I�40CFM 8 b i , . _. 100CFyM 1 I............., UC 4D �xeMr�rx 09 I �Co� LJ T, ED TON, zzz of`fiCE Narw - E i f 23 1 _ 36X24-OAL r r [4 100CFM T /14 RP i s„ i c L U . A`4ai7s oIR£� 1 Ul 30 L._ g' i d4'£dP>2. 6 fUC URGE COW OR 2 5` 14.0 r ER MO. RJo 1' Ll \, �p9,�',. -y gp �{ IC 3"�T15.E GfA mm41% �� Fiatxt _ �µ Lk— 1 3 T B.4X'E Rio 0101111v 40 —I61 1 a,, s 4 r IOGCFM 7 I z _R `a( M.13 I i r 4 r PApY m ua' 34 1 a > frTS t tt� { € BE wrrkfa Ld J Z m w �(0 RVA.C. KEYNOTES: a � N o N MM Q O a1Oo ❑j 3" CHILLED WATER SUPPLY AND RETURN PIPING TO AHU-4.1 m Z to Q Dad COIL CONNECTION. FIELD ROUTE PIPING AND MAINTAIN ALL REQUIRED CLEARANCES FOR EQUIPMENT ACCESS. W o m O CD z Q6" CHILLED WATER SUPPLY AND RETURN RISERS UP AND Q a w DOWN. N F Q CV a=� �- PROVIDE FIRE/SMOKE DAMPERS AT ALL PENETRATIONS OF w U WALLS ENCOMPASSING SPACES SERVED BY GAS FIRE Z H Q W SUPPRESSION. INTERLOCK DAMPERS TO CLOSE UPON ALARM = < m CONDITION. Q O p ] ROUTE CONDENSATE DRAIN UNE FULL SIZE FROM STAINLESS -M STEEL DRAIN PAIN TO HUB DRAIN IN MECHANICAL ROOM. SEE 0 LLr) Jai S I R N 0 U 0 1 Ld (0> Cti- 0 REFRIGERANT LINES FROM COMPUTER ROOM A/C FROM BELOW. OFFSET AND RISE UP THROUGH ROOM TO CONDENSING UNIT 02 2 AT THE ROOF. In ~_ U I~ 3 M;LLJ II I6� In Q s provr'de Wtwe soffit tmiapted C_ ¢ z Q pRCJECalm semss 4r 6 ` X E ° OfficC �l j Q l(n Officl 478 office e I N Z w^� i y J Q W E • 030 ix O a .F .y R gyq & I r 1 1, 43A o i Elf' POORs o N w r$1i `8 w a N a Z "`"'"^+A••••• © SEOr- '04 THESE PLANS ANO THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF MND k ORTTE W. PNCHDECTS, PA MD REPRODUCTIONS, MSDSURES OR USE TNOIEF IN THYME OR IN PARE IS WRESSLY PRO- . HISREO WRHOa WRRTEN PERMISSION. COMM. NO: W50311B DATE: 04 ✓ANOARY, 2005 BY: R4 CH'KD: JS OCI ASSOCIA= AMC. SHEET NO. arhnab - Ft tt Pam aftch . F1 W" 427 Centere Cade, "IS1 Sp / y' (407) 3332-Aft0 20 FaTc 7) 332 T/04 wwaodeeaociatea corn ASSOCIATES een 7124PAVDODQATIONIHI 1 INC. 0F %rF t . WWI` 4.tTa �� , 'o, .. A" % REP VD T�6 ON - 0TZ' ,E 36X24-OAL -'L 1 2 t OWN LIC t"" F��71 100VNI ,._ F":�71 1ooLN' DY-3 < Lj — r. �34 991s tAROE COV, OR 1 m' N UR CoNf" R R�71 100ic��y wm UNDEFiFLOORAN SCALE: 1 = 1'-0"' Off let E,3 RVA.C. CC£NEML NOTES' 1. DUCT CONNECTORS SHALL BE 6"0 UNLESS NOTED OTHERWISE. 2. ALL FLOOR DIFFUSER GRILLES AS MANUFACTURED BY YORK SHALL BE BLACK IN COLOR. 3. UNDERFLOOR A/C SUPPLY DUCTS DO NOT REQUIRE INSULATION. 4. PROVIDE LEAK DETECTION SYSTEM IN THE AHU ROOMS. LEAK OTC DETECTION SYSTEMS SHALL BE INSTALLED IN THE FLOORING i SYSTEMS UNDER EACH MAIN MECHANICAL ROOM FOR THIS PROJECT. AT1M FOR EACH ROOM. PROVIDE DETECTION CABLE TO RUN FROM THE CONTROLLER AND AROUND THE PERIMETER OF THE ROOM. PROVIDE ALL CONTROL INTERFACES TO LINK SYSTEM TO BUILDING EMS SYSTEM TO ALARM AT THE MAIN COUNTY OFFICE IN THE EVENT OF LEAK DETECIION. LOCAL ANNUNCIATION MALL BE PROVIDED AT THE MAIN SECURITY DESK AS WELL PROVIDE FOR ROOMS 018, 177, 223, 320 AND 425. # 5. PERIMETER HEATING SYSTEM DUCTWORK LOCATED WITHIN THE RAISED FLOOR SYSTEM MALL BE INSULATED TO MEET 421 MINIMUM CODE STANDARDS, 6. TEST AND BALANCE - THE TEST AND BALANCE MALL BE BY AN INDEPENDENT TESTING AGENCY PER SPECIFICATIONS SECTION 15981. SEIMENS CORP WILL CERTIFY THE CONTROLS AND STATIC PRESSURE OF THE UNDERFLOOR PLENUM AT THE TATE SYSTEM. EACH DIFFUSER BOX SHALL BE TESTED TO ENSURE 150CFM OUTPUT. COSTS ASSOCIATED WITH THE TEST AND BALANCE SHALL BE A PART OF THE GENERAL CONTRACTOR'S BASE BID. WOM REA 4,=s W J 2 °' m w �0 U) V) N Q O DUO o M M m N o p QO Z a — 0) LL o a ®Q� a < N -j N 4 _ U � LAJ Z V LLJ m .• J Q W WOZ 0 1 w o Ld Q- J Ld W OG o j O m W K W OR: O L-u I'- V W O of O 0- r N � Z O p o V1 > S W C.1 � K W Z !- � Q O C1 N ZO (0 9EPI. •04 THESE "' N3 Z THE INMRMARON SHOWN HEREIN ARE THE PROPERTY OF EOWND R ORRENIM, AROHmm PA AND REPM WnDNS• OISCLOSOR6 OR J5E MR TNIN W OR IN PNR IS EXPRESSLY PRO- WWW WRHOM WRRIEN PERMISSION. COMM. NO: 040503U3 DATE: 04 ✓ANOARY, 1005. BY: RY CH'KD: is OClAS9OGyA7M AC SHEET No. Carew ig Enghom ak-do • Ft NNW • Wad Psh Beach • Ft Myare 427 Centerpointe Cirde, Slate 1825 (407) 332-5W Fate 407) 33YT 704 wwwodamoddtea•Cetn ASSOCIATES OEHfRCA1E OP AVRpfQ T"M INC. OF 14 t 1 3 3 � 3 1 3 } i t 3 i 5 3 f 3 i s I S 5 3 i t i 3 3 ! t 3 i { { 4 f I f 3 3 � t e } 5 i t 3 � 3 � 3 3 i ` An ad 4BX16 SMOKE VENTILATION LOUVER EQUIVALENT TO RUSKIN ELF-6375DXD EF_R1 LOCATED ON EAST SIDE OF ELEVATOR %, AFT ABOVE THE MAIN ROOF. PROVIDE NORMALLY CLOSED MOTORIZED VOLUME DAMPER ray EQUIVALENT TO RUSKIN CD35 TIED INTO PRE ALARM SYSTEM. DAMPER SHALL OPEN IN CASE OF FIRE TO ALLOW SMOKE RELIEF. N k0iff PDX!' r—i } 6w�3 PROVIDE WEATHERP PIPE PENETRATION REFRIGERANT ONES b e�3 48X15 SMOKE VENTILATION LOUVER EQUIVALENT TO RUSKIN ELF-6375D LOCATED ON EAST SIDE OF ELEVATOR SHAFT ABOVE THE MAIN ROOF. PROVIDE I, ORMALLY CLOSED MOTORIZED VOLUME DAMP EQUIVALENT TO RUSKIN CD35 TIED I TO FIREALARM SYSTEM. DAMPER SHALL 0 EN IN CASE OF FIRETO ALLOW SMOKER EF. MOUNT CONDENSING UNIT ON EQUIPMENT SUPPORT RAILS EQUAL TO PATE MODEL ER. 1 1 ;rF PLUMMILILLILEEIrdoWLI w I o Z m w wo F- (D 4 S N p NMM Q O m V) ✓j Q Z a o Jal h- < m0L z J V) fV_ Q U CL LLI uj Z = rm .. U ta! =OZ J Q UnwM W co>a 0( Z L j 4-Ell�� v � C U ~ o 0 U W ^ V d lL 0 s 9E Z O N S w w � o u Q N Z C SEPT. '04 THESE PUNS AND THE INFORMMON SHOWN HEREIN ME THE PROPERTY OF EDWND k ORDVSN S, MYCHIIECiS, PA AND RE!"OUCTONS. 06CLOSURES OR USE INEROW IN WHOLE OR IN PARE 5 ORRU$LY PRO— HIBIRED WITHOUT WRRR:N PE WDN. COMM. NO: 040503Y8 DATE: 04 J'jW Y, 1005 BY: RY CH'KD: dS W ASSOOMM /W SHEET NO. Camifft rs "rde • Ft P eCh • R MYero 427 Centerpoede Circle, Suite 1825 I / -- 6 Altamonte Spr4ipe FL 32701 V I (407) 332-NO Fax t407) 332-7704 WWW.�e�nv� ASSOCIATESOF 14AoN� INC. t Y: .. ' C14 O c� C) W O Lij /n Z: I— F — ; w «www--_„ w.._ .-}..».. „,..�•--�--.:,_",�.•`.„�-w F w------------------- ..,w...,,.-- w --- � wwww« www . j F iii l ✓ l�yp, BW4 E 3 €} _ i xw..-n_.., .w.. n.... 3 i £ i t m.uv,w...0 .. ......_,.h.£,....vn ea { Yp }} } 4 i p Ef R1 4{ t p.. S j dt d FP { £ d s£ } i S% 111 E £ a �q 8 $ t s S.M«3 ------- Y P A P {? k a 9k 1 a pA Y E °£ �. .i...«....w....... e......0............. ..............,... ' ..ww,.,,....w.w.....u.,n»..w......:..w.w..,...w.u,.....w....,...,....,..,,.,..,...wu.........,.ss.u..u.uu.,« % PP a ad { �1 P wdn p r uP 4 ti ;s ` Ee PF £P d4 Pa 6 P{ a e} a y i P eY �P 3Y i} a d 4 4 Sp k / y Aidw w wwww«..«www F n «u .u»www_..« uss.r _ u } F it tF I iP f3 4J f �V4 f 4 ii !!LAN s 'LEVEL r # ' ,1 [ll x. h u,. Y P A P {? k a 9k 1 a pA Y E °£ �. .i...«....w....... e......0............. ..............,... ' ..ww,.,,....w.w.....u.,n»..w......:..w.w..,...w.u,.....w....,...,....,..,,.,..,...wu.........,.ss.u..u.uu.,« % PP a ad { �1 P wdn p r uP 4 ti ;s ` Ee PF £P d4 Pa 6 P{ a e} a y i P eY �P 3Y i} a d 4 4 Sp k / y Aidw w wwww«..«www F n «u .u»www_..« uss.r _ u } F it tF I iP f3 4J f �V4 f 4 ii !!LAN s 'LEVEL r # ' ,1 [ll x. h u,. w J o Z m w �m Q N O Q p W NMI m N o pQNt m0LO Q N (i R.b i _ a Li Z 4W'nW y. L) r m Q a� p 0 of 0 /Ow= (0>CL }s fF ff Ff {f FF t} ii Ps f� fE }P t YF t £i } I E E f➢ {} q Y i Y 3 I Sw..�...:.....,ww F 3 E f F E fi ^t i F f £3 tt Y t fi F tE Sf F t i z i E jt � t fy E { } F F ft 6 st £{ B 5 f k } i f k e fS i E f s i F e � F} tt F s }P i f s} t E j k f qy iE Ei f k }E Ef f P3 Et y t tf( if P s kkk j 5 f P i y E { £3 F t iv 3 t E i k i f 3 f 4 t @ i { EP f x jjF j` 1 Y ..«.. 3 .., w«.... F Y y P Y i F E j f o Ei Fj £k {E YE iE O` W J C.� C, I1 v G V � eV Mom. V w 0 Of ' 1 Pn Z _O Li f— Q Q Z © 5EP7, '04 THESE PFANS AND THE INFORPMTION SHOWN HEREIN ARE THE PROPERTY OF EDWND k DR(IENSk% A HDECM PA MO REPRODICMNS DISCLOSURES OR OSE THIMIF IN WHOLE OR IN RME 5 ECPRMLY PPD— HIBREO WRHOUf WRMN PERMISSNN. COMM. NO: 04050311B DATE: 04 14NAIRY, 2005 BY: Ry CH'KD: ds OCIASSOCIA7M M I SHEET NO. Oebvleb - F! P"m - Wed Pab Beach - R Myers ---777 427 C momeoette Cede, EWte l / Al 2-NO 3prix 0 327Q1 / (407) 332 51W Fax t407) V2-nO4 Cf�IRCA�t Te AIMK Wl A+ssac/A OF 14 INC.C. DIFFUSER/GRILLE/LOUVER SCHEDULE MARK / LEGEND TYPE MFG. MODEL NOTES NECK SIZE ---10•0-4W -THROW COUNG MOUNTED p�S TDC-AA (1)(2)(4)(5}(6)(7) AIR QUANTTY--�- 30DCFM SQUARE SUPPLY DIFFUSER NECK SIZE - 8X8-SW SDEWALL MOUNTED RECTANGULAR nnJS 272 (1)(6) AIR QUANTITY-2000FM SUPPLY AIR DIFFUSER LENGTH - 4'- SiOT- III OF SLOTS CEILING MOUNTED ms ML-38 (5)(6)(7)(10) AIR QUANTITY- 2000FM LINEAR SLOT SUPPLY DIFFUSER NECK SIZE - 8X8-RG CEILING OR SIDEWALL TUTUS 350ZF (1)(2)(3)(4)(5)(6) AIR QUANTITY-200CFM FILTERED RETURN AIR GRILLE LOUVER SIZE - 2024-OAL WALL MOUNTED OUTSIDE AIR INTAKE LOUVER RUSKIN ELF-6375D (8)(9) LOUVER SIZE -.. 24X24-EL WALL MOUNTED EXHAUST DISCHARGE LOUVER RUSKIN ELF 6375D (8)(9) NOTES: 1 PROVIDE WITH OPPOSED BLADE VOLUME DAMPER. 2 PROVIDE 24X24 FULLY LOUVERED FACE LAYIN MODULE WHERE LOCATED IN LAPIN CEILING. 3 NECK SIZE IS 22X22 UNLESS NOTED OTHERWISE ON FLOOR PLANS. 4 PROVIDE SQUARE TO ROUND NECK TRANSITION WHERE APPLICABLE. 5 COORDINATE BORDER TYPES WITH ARCHITECTURAL FLOOR PLAN AND REFLECTED CEILING PLAN. 6 COORDINATE FINISH WITH ARCHITECT. 7 COORDINATE THROW PATTERN WITH FLOOR PLANS. 8 PROVIDE COMPLETE WITH WALL SLEEVE AND BIRDSCREEN. 9 PRIME AND PAINT TO MATCH ADJACENT SURFACES. 10) PROVIDE COMPLETE WITH INSULATED SUPPLY AIR BOOT FOR SUPPLY DUCT CONNECTION. FAN SCHEDULE MARK SERVICE TYPE FAN MOTOR EQUAL TO NOTES CFM (EIN �' DRIVE RPM [WA �) V/0 MFG° MODEL EF-GR GENERATOR ROOM CEILING 500 0.5 DIRECT 1260 [192] 120/1 LOREN-COOK GC-720 (1)(2)(3)(4) EF-FP FIRE PUMP ROOM CEILING 500 0.5 DIRECT 1260 [192] 120/1 LOREN-COOK GC-720 (1)(2)(3)(4) EF-G GROUND FLOOR IN-UNE 400 0.5 DIRECT 1071 [154] 120/1 LOREN-COOK GN-720 (1)(2)(3)(5)(6) EF-DR DARK ROOM, ETC. IN-UNE 300 0.5 DIRECT 920 [186] 120/1 LOREN-COOK GN-620 (1)(2)(3)(5)(6)(8) EF-Rt N. BUILDING ROOF 1700 0.5 BELT 886 1/4 120/1 LOREN-COOK 165-ACEB (1)(2)(3)(6)(7) EF-R2 S. BUILDING ROOF 1350 0.5 BELT 1154 1/4 120/1 LOREN-COOK 135-ACEB (1)(2)(3)(6)(7) 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 PROVIDE REVERSE ACTING LINE VOLTAGE THERMOSTAT TO CONTROL FAN OPERATION. 5 PROVIDE WITH IN -LINE ADAPTER PLATE. 6 FAN SHALL BE CONTROLLED VIA BUILDING MANAGEMENT SYSTEM. 7 PROVIDE WITH ROOF CURB. 8 PROVIDE MATH EXPLOSION -PROOF MOTOR. MOD. FAN TERMINAL UNIT W/ ELEC. HEAT MARK MFG. NOMINAL CFM HP AMPS ESP KW V/PH/W MFT-A YORK 150 1/10 2.1 0.2 2.4 120/1 MFT-B YORK 300 1/10 2.1 0.2 4.8 120/1 MFT-C YORK 1 600 1 1/6 1 3.3 1 0.2 1 9.5 1 120/1 SPLIT SYSTEM AIR CONDITIONING UNIT SCHEDULE INDOOR UNIT COOLING OUTDOOR UNIT EQUAL TO FAN ELECTRIC HEATER CONDENSER FAN(S) COMPRESSORS) CAPACITY CFM 0/A E.S.P.I HP (MBH) (MBH) MARK AREA SERVED /0 FLa KW STEPS V/0 MCA MOCP WEIGHT QTY. V/0 (EA.) QTM' V/0 (EA.) (EA.) MCA MOCP WEIGHT [SEER] MFG, MODEL NOTES AHU-G.2/CU-G.2 ELEV EQUIP 020 350 0 0.1 - 08/1 0.6 3 1 208/1 17.1 20 115 9.5 - 1 208/1 1.0 2 208/1 3.8 20 9.6 15 120 (10] EMI SPO9D/MC2D990 (2)(3) AHU-G.3 ELEV EQUIP 008 350 0 0.1 - 08/1 0.6 3 1 208/1 17.1 20 115 9.5 - - - - - - - - - - - [10] EMI CSP09D (2)(3)(7) AHU-3.2/CU-3.2 COMPUTER ROOM 2800 100 0.3 1.5 4/3 381 15 - 480/3 45.5 50 545 58.3 51.3 1 480/3 11.7 1 - 14.2 20 360 (101 UEBERT BF060E/PFH67A (t)(4)(5)(6) NOTES: 1) PROVIDE SMOKE DETECTORS IN SUPPLY AND RETURN DUCTWO K TO SHUT THE UNIT DOWN UNDER ALARM CONDITION AS REQUIRED BY LOCAL/STATE CODES 2 PROVIDE WITH WALL MOUNTED, FULLY PROGRAMMABLE, 7-DAY 3 PROVIDE WITH SINGLE PONT CONNECTION FOR ELECTRIC HEATER 4 PROVIDE WITH SCR REHEAT, INFARED HUMIDIFIER AND INTEGRAL 5 PROVIDE WITH WALL MOUNTED, INTEGRATED MICROPROCESSOR 6 PROVIDE WITH INTEGRAL CONDENSATE PUMP, ADJUSTABLE FLOOR TYPE ELECTRONIC THERMOSTAT. AND FAN FOR INDOOR UNIT. CONDENSATE PUMP. CONTROL TO CONTROL TEMPERATURE AND HUMIDITY. STAND AND LEAK DETECTION MODULES. 7 AIR HANDLING UNIT IS SERVED BY MULTIZONE CONDENSING UNIT G.2 CHIL ED WATER AIR HANDLING UNIT SCHEDULE MARK AREA SERVED FAN COOLING COIL I EL EC HEATER ELECTRICAL DATA EQUAL TO NOTES CFM "0/A E S.P. (IN.) HP /3 TC (MBH) SC (MBH) ENTERING AIR (F) LEAVING AIR (F) GPM WATER TEMP. (F) MIN. NO. MAX. FACE VEL (FPM) MAX. WATER P(FT. WC) KW NO. OF STAGES V/4 MFG. MODEL DB WB DB WB ENT. LVG. ROWS FPI MCA MOCP AHU-G.1 GROUND FLOOR 3900 600 2.0 5.0 0/3 126.7 100.6 70.0 64.8 54.8 54.0 25.2 45.0 55.0 6 9 550 15 - - - - - YORK AP-105 (1)(2)(3)(4) AHU-M MAIL ROOM 500 50 0.4 1/8 77/1 17.0 13.3 80.0 67.0 57.3 56.4 3.0 45.0 57.8 4 8 550 15 3.0 1 277/1 15 15 TRANE FCCB-06 (1) AHU-S STAIR 1 1000 100 0.5 1/3 77/1 26.2 21.5 80.0 67.0 62.0 59.9 5.0 45.0 58.1 3 8 550 15 - - - - - FIRST CO. 10-CCW (1)(3) AHU-1.1 1ST FLOOR 9500 1500 0.8 7.5 0/3 274.4 229.5 80.4 64.7 55.4 53.6 54.6 45.0 55.0 6 8 550 15 - - - - - YORK AP-170 (1)(2)(3)(4) AHU-2.1 2ND FLOOR 11600 1500 0.8 10.0 0/3 314.2 2721 79.2 63.6 54.8 53.0 62.5 45.0 55.0 6 8 550 15 - - - - - YORK AP-215 (1)(2)(3)(4) AHU-3.1 3RD FLOOR 11000 1500 0.8 10.0 0/3 312.2 265.7 79.7 64.0 54.6 52.9 62.1 45.0 55.0 6 8 550 15 - - - - - YORK AP-215 (1)(2)(3)(4) AHU-4.1 4TH FLOOR 11500 1500 0.8 10.0 0/3 326.2 276.5 79.9 64.2 55.0 53.2 64.9 45.0 55.0 6 8 550 15 - - - - - YORK AP-215 (1)(2)(3)(4) NOTES: (1) PROVIDE SMOKE DETECTORS IN SUPPLY AND RETURN DUCTWORK (2) HORIZONTAL DRAW THRU CONFIGURATION WITH SUPPLY FAN, MEDIUM (3) SPACE HEATING IS PROVIDED AT VAV/MIT BOXES NO ELECTRIC (4) PROVIDE WITH VARIABLE FREQUENCY DRIVE WITH INTEGRAL DISCONNECT TO SHUT THE UNIT DOWN UNDER ALARM CONDITION AS REQUIRED BY LOCAL/STATE CODES COIL AND ANGLED FILTER SECTIONS. HEATER AT MAIN AIR HANDLING UNIT. PER N.E.C. WITH MANUAL BYPASS VAV UNIT SCHEDULE MARK MFG. MODEL NO. SIZE PRIMARY AIR CFM A PIS ELECTRIC HEATING COIL NOTES MAX. MIN. KW V/PH/W NO. OF STEPS VAVG.1-1 TRANE VCEF 08 825 15% 0.18 4 480/3 2 (1)(2)(3)(4) VAVG.1-2 TRANE VCEF OB 875 15% 0.18 4 480/3 2 (1)(2)(3)(4) VAVG.1-3 TRANE VCEF 06 350 15% 0.18 2 480/3 2 (1)(2)(3)(4) VAVG.1-4 TRANE VCEF 08 00 15% 0.18 3.5 480/3 2 (1)(2)(3)(4) VAVG.1-5 TRANE VCEF 06 450 15% 0.18 2.5 480/3 2 (1)(2)(3)(4) VAVG.1-6 TRANE VCEF 08 700 15% 0.18 3.5 480/3 2 (1)(2)(3)(4) NOTES (1) UNITS MINIMUM AIR FLOW SHALL BE SET AT INDICATED (2) UNITS SHALL BE PROVIDED COMPLETE WITH ALL SCHEMES INDICATED IN AND CONTROL SECTION OF (3) PROVIDE WITH INTEGRAL TRANSFORMER FOR CONTROL (4) PROVIDE SINGLE POINT CONNECTION FOR FAN AN VALUES. CONTROL COMPONENTS TO ACHIEVE CONTROL THE SPECIFICATIONS. & DAMPER POWER HEATER. VC /i ASSO 4'7 7f.L7i AC. Co►ea OV a_o" a Ol6Wede • FL mw" ° ~ Pabs sum • FL Alyea 427 Centapoiite Cycle, :Rile 1825 Aftemonte FL 32701 (407) 332-5110 Fax 407) 332-7704 wwwAd"sodatee com INC. � I z 0] W Ld Loo < cv Q U O m M M m N o Q Q Z 0 �oT JLLI F- Z a m O Ln < a t ^ 3 p V) U Q I. CL Lij - LLJ Z U }� CO w xcz J a 0 Ln �S Lit co > Q< W � o a W M a j = W v 5 C (� o U Ld O CC O o_ Li_ rn z 0 1 a 0 0 z © SfPT. '04 THESE FL S AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF E"ND h DRTENWAS, ARCHffM. PA AND REPROWOTORS. DISCLOSURES OR USE THEREOF IN WHOIE OR IN PNT 5 kXPRE95LY PRO- HWED WITHOUT WRM PERMISSION. COMM. NO: 04050349 DATE: 04 ✓ e'lRY, 2005 BY: RY CH'KD: JS SHEET NO. OF 14 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.I,,. APPROVED MASTIC SEALANT FOR ATTACHING FLEXIBLE DUCT TO CLINCH COLLAR. LOCKING TYPE QUADRANT OPERATORINDICATOR WITH 2" STAND-0 F SPIN -IN FITTING SPIN -IN BRANCH CONNECTION TO SINGLE AIR OUTLET SUPPLY AIR DUCT SUPPLY AIR FlAW RENRN AIR FLDW Z BRANCH DUCT V NTS METAL STRAP 1-1/2" MIN7\ IMUM SUPPORTS DUCT WITH SPLITTER 5 DAMPER AT SINGLE BRANCH M-9 NTS 1" MINIMUM TYPICAL OVERLAP ON ALL SIDES OF DAMPER 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 t 16" MAX • -6" MAX FT EXPANSION GAP MINIMUM NOTES: CLOSED HEM METAL STRAP MAXIMUM SAG 1/2" PER FOOT 1-1/2" MINIMI OF SUPPORT SPACING. - FLEXIBLE DUCT 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. n FLEX DUCT SUPPORT M-9 NTS AIR FLAW 16 GUAGE BLADE PIVOTS (TOP AND BOTTOM) —1/4" 0 SET SCREW LOCK SWIVEL FITTING 1/4" 0 CLEARANCE SUP SLEEVE WITH 2" STAND-OFF NOTES: -ONE PULL ROD - DUCT DEPTH UP TO 24" 1/e 0 PUSH PULL ROD -TWO PULL RODS - DUCT DEPTH 25" TO 36" -OVER 36" DUCT DEPTH USE VOLUME DAMPER ON EACH BRANCH n SUPPLY DUCT WITH SPLITTER DAMPER SUP VIBRATII 5/8'0 EXHAUST FLEX CON LINISTRUT FLEX CON EXHAUST NTS RIGID SUPPLY i NOTE: INSULATE BACK OF CEILING M-9 SUPPORTED FROM STRUCTURE VIBRATION ISOLATOR (TYP.) - 5/8"0 ALL THREAD ROD (TYP, SUPPLY DUCT ELECTRIC HEATER HEATER CONTROL PANEL (MAINTAIN CLEARANCES PER UNISIRUT SUPPORT (OR INTEGRAL EQUIPMENT BR SERVICE CLEARANCE VAV CONTROL PANEL - FLEXIBLE SUPPLY DUCT M-9 FLEX DUCT MIN. 6'-0" MAX. 8'-0" LENGTH VAVi UNIT INST M-9 PROVIDE INTERNALLY LINED FINISHED PLENUM SAME SIZE AS UNIT FROM TOP OF UNIT TO FINISHED CEILING. COMPUTER ROOM A/C UNIT - (DOWNFLOW CONFIGURATION). DISCHARGE OPENING WITH TURNING VANE. EQUIPMENT FLOOR STAND. LEAK DETECTOR. -� i JP� PROVIDE OPENING AT CEILING FOR RETURN AIR. RETURN AIR DETAIL NTS NIN,1• �I�Nc �I 7,T11;1 INECTION CONDENSATE DRAIN DETAIL MB. ISOLATOR ROOF SEAL ALL AROUND EXHAUST DUCT HANGER STRAP 16 MSG. X 1-1/2' CHANNEL - TOP }8 SHEET METAL SCREW 46 OF UNIT CEILING GRID MIN. 1'—►{ �-r-- GRILLE FRAME (20 GA. MIN.) TOP �D COMPUTER ROOM AHU DETAIL M-9 AHU-4 NTS M-9 DUCT NTS - ROOF MOUNTED EXHAUST FAN BOLT EQUIPMENT DOWN USING 1 1/2', 1/4'0 SCREWS AT EACH CORNER -BIRDSCREEN -PREFABRICATED ROOF CURB SLOPED TO MATCH ROOF SLOPE CONNECTION DAMPER DIFFUSER OR GRILLE CORE DUCT DROP MAX. 1-1/2' — CEILING MATERIAL OC/A41WOCb4camobTE� INIC. D. omR .RMym 427 Centerpdnte Cirde, SuLs =6 Abnaote 1 32701 (407) 02-M Fax 407) 332-7704 W".0d"lociateacom CERIgWE.FAVRpIQAlM IMM ASSOCIA u • • u • • • " • • • e ,a........... lllllile� ��eallllllllllllliluwN • ' 1IIIIIIIU111111IIIIIIIId i � w � I j Q a j W F- U LT.1 Of O d U- V) z 0 > w w < a 0 0 z © S£PL '04 THESE PLANS ANO THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EDUIND A OROENW, ARcNTEm. PA AND RIEWDUCTON5. DISCLOSURES OR USE iHERGY IN WHDIE M IN PMf 6 EXPRESSLY PTM- HII WRHOUT WRIM PERMISSION. COMM. NO: 640503ll? DATE: 04 ✓ANOARY, 2005 BY: RV CH'KD: ✓S SHEET NO. /) //_ (? I OF 14 ,/ _�I.• �� ..1. System No: C;A34002 ` (Formerly System No 64 B) F Rating- 7 Hr T.Ratings•-Q and 2 Hr L Rating- at Ambient--7 CFM/sq ft; L Rating at 4DO F---lesz than I;CFMjsq ft (S Item 3C):, " i _ I � . 'i-'! a / Zl Ii f ).' e c ,- , I'll, �� .. � I'll, �,� � .i, � J:�,: -._:', f: 11� 1 � - : , ; ...:' SECTION A -A -.I- Floor or Wall Assembly -Mire 2-1/Z in thick. tightweight or. weight (100-150 pcft concrete. Wall may also be constructed of a .Classified Concrete BBLocks*. Max diam of.dreular opening is.6-1. See Concrete Stacks (CAZT) Category in the Hre Resistance t1i for names of manufacturers.. - - .. ._..,, 2. Nonmetallic Pipe or Conduit -Nora 4 in, diam (or smaller) Sthedu polyvinyl chloride- (PVC pipe or Rigid Nonmetallic Conduit+ �chtorinated of chloride CPVC e foe use in dosed (P polyvinyl ( ) prP ".- or supply) or vented (drain; waste or vent) piping systems: A max u' permitted in the. recto system. Except t as n !- pipe. orcond rt is p tk fi P y E P Item B; the pi�Re or conduitshallbe centered in the thmu99h op, Pipe or .condut to be sigidly supported on,both sidas 9f fmor,D:. assembly. _.- - .,..,..; .. .:' See Rigid Nonmetallic Conduit (`OZKT) categgory in the UL ElectJ` ' Construction Materials Directory fnr names.of manufacturers 3; Firestop System -The- hourly T Ratings for. the firestop: systerm , (wag or. floor), the size h fi alto orientation U ftoo dependent upon the firestop ( ), `.�:: nonmetallic pipe or condtdt, and :tire Roof thicklte~s,;as.tabulated: - Anew i :: No m tar -. F` -:; knnFtiw,. Hpa .J:.,SMwr i-. ... RaUall -dating r, a , ,,Dim- In".::r ... tn..::'.- ::Nr:..:. tic::;'' (I F(h) 1/2-2 1/4-1'..;f ? .= 0 ". ,::.Fib} : _. 2.1/2.3 �.` : i/2-1'-,:" __Z. ,: : `-: 0,.: ,.; - .::'tYF : ,- 1-2::'.:- 1J41".:= '. Z''. , '•2 ..:: -W; F 2 f 3 ;,1/2-12 .: 2" ;.W;, F -- 3 1f2 4 3J4-1 :; 2 - 2 , (p)W-walh.F-dtaor . , .,.: ..: `hMin concrete floorthickness is 2.1. m'. The details of:the.firestop system, shalE be,as4ollows A:. Steel Support Cups-Nom 1 in'. wide by nom 0.019 in: thick (28 ; M u e alv steel strips field -farmed in Z -she a with height of tr to ': - 9a p.. 9 . gauge), fs Z--shape equal to the floor thickness and with width of bottom (as .: installed) leg.- of sufficient length to Spew annular space Top- (as, Irrstalled) leg of Z-shape to by min -2 in. '.long- and secured to top :.- surface I of Boor with, 114 in. � Item by min 1-1/Z in; long' steel " expansion bolts in conjunction with steel' nuts and washers: Asian alternate to the Z-she eclips,thegalvsteelstrimay be formed into,". 00-she a with height a equal to 2 in. and with bottom as installed of sufficient length to, s n an Filter space. Clips secured to outermostt wrap strip layer witl .ssttI wire tie prior.ta iiKertion.in through ` opening. Min of three el su ort clips to be used s metric& t o steel pP ps • ym. lV" Located, with bottom teg of dips flush with plane of floor. Whenannular space around nom 1/2 ta. to 2 En.-diam pipe -in floor, assembly is:1/4.to 3/'ain., steel support dips are.not required.- - - - 6; FEN. Void or Cavity- Materials' -Wrap Strip--Nom 2/4 In. thick intumescent elastomeric material faced on one side with aluminum fut supplied in 2 in. wide strips. Nom 2.in. wide strips tightly t wrappedaroundnonmetallic pipe' (foil side. exposed) to fill annular, !: s ce.around e. A min of oriel r of wra stri ,s re uired for nom.' :. 1j2 in: to 2 Sup deem pipes: -A m it of two tayprd of wrap strip is, ;: ;::; required fornom 2-1/2in.anddiam. pipes: A min of three,layers -1 Iof wrap strip is regyired for nom 3-Sf2 in: and4 in, diam pipes; Each' layer of wrap strip to be installed with bucked learn wEChbutted seams' - to success ve Eayers staggar�d: Wrap strip layers securely bound wnh - "(:-, Steel -wire ar a{umirwm foil�'ape-and slid into through opening such 1.: that the bottom edges are flUsti with the bottom. plane-of.the floor "' -and are resting on the steetsupport'elip tags: When nom ? in: to 4 in. " diam PVC pipe is used in min 4-1f2 fn.. thiekconerete floor, the, pipe` - s may be Ins talled -.eccentrIcailyllin-the thiougft-opening (min zero - "clearance at point Contact location) provided that (1) the inside diam . of the through opening is'1.3 to.1.5 times larger than :the outside - :,diam of the. pipe,_ (2) the annular space, between the pipe. and 'the sides of the opening at the bottom 2 m, of the through opening is tom letely filled with wrap strip layers installed faltow rig the coqtour of the pipe and (3)_ the bottom edges of the wrap strip layers are � :. reliably supported by'2'-shaped steel support clips anchored to the, top surfaceofthe concrete floor: In wall assemblies, the wrap strip : Lose on the nonmetallic pipe are to be installed in the same manner , used for floor assemblies; but shagbe.installed symmetrically on both' sides of the wall with the :�,:exposed edges of the.wrap strip layers flush with thn watt surfaces: - Minnesota Mining &.Mfg. Co.»-FS-195+ L flit; Void or Cavity Materials' -Caulk --Min 1/4In. diam continuous,- - .w : bead a plied to inside walls of through opening prior' to.instaltation p ..-of steel support clips and/or wrap strip. Caulk bead to be recessed 1 .:; in: from the bottom plane or floor. In waft assemblies; caulk bead to' be recessed 1 in from wall surface on. both sides. of wall In floor assemblies; a. nom 1/2 in. thick coating of caulk is to be applied to , the top edges of the wra strip layers and. to fill all gaps at the f the.. strip/concrato interface. [n wait assemblies; the exposed edges o wrap strip layers and all gaps at the wrap strip/concrete interface on - both sides of the wail to be coated with thin layer of caulk. Minnesota Mining-& Mfg. CO.-CP 25W&r .I. :: Rearing the UL ClassifiwHan Marking �43.8earing UL Listing Mark.-. . - .... ...... ` - A�-, � o >,/ INSTALL ACTUATOR VERTICAL O r 01 1 A� U Yr ton ,IYII� % a *aP O LOCATE FLANGES SO THAT 11 PIPING CAN BE REMOVED IN ORDER TO PULL COIL O NOTES 1. 45' TOP TAKEOFF FOR RUNOUT MAIN/BRANCH. 2. BUTTERFLY VALVE, 2-1/20 THRU 6", BALL VALVE 2" k SMALLER. 3. Y-TYPE STRAINER. 4. THERMOMETER, 12 INCH SCALE THERMOWELL GENERAL NOTES: 5. GAUGE COCK, Ile BALL VALVE. B. FLOW VENTURI. -PIPING SHALL BE ARRANGED TO PROVIDE 7. BALL VALVE WITH HOSE END CONNECTION. UNOBSTRUCTiVE ACCESS TO FILTER SECTION, 8. MANUAL AIR VENT, 1/4" BALL VALVE, LOCATE AT PIPING HIGH POINT. FAN SECTION AND COIL SECTION. 9. SAME AS ITEM 2, EXCEPT WITH ADJUSTABLE MEMORY STOP. 10. 2-WAY CONTROL VALVE. -PROVIDE EXTENDED VALVE STEMS IN ORDER it. UNION / FLANGE CONNECTION. FOR HANDLES TO CLEAR PIPE INSTALLATION, ysenNa (For . dy 5ystertL No - . F Ratings-2'and 3 Hr {See Item 38 ��VALVE IL T Ratings-0, 1-1/2 and 2 Hr (See item 30) AY CONTROL. ri L Rating. At Ambielrt Lass Thant 1 CfMISq ft M-10 NTS L Rating At 4Qd; F Les1 Tlran 1 CF►4/sq ft Y .z<�i bF q N ,. y F/f .i:x L u a '' System No. C AJ 1044, o,,; r° 11 1. w T. (Formerly System No. 319) F rings-2 3; and 4 Hr (See Items 2A apd 4) , a - T. Rating=0 Hr L Rating At Ambient-2 CFM/sq ft - - L,Rating At 40dF-lessahan'.1.-CFM/sq ft .. ' ... 1l SECTK3t A�A � 2 , - is FI r or, Watt Assembly -Min 4-1/2 in thick.reinfoxced Ugirtweight at, A no mal weight 100.150 C concrete Floor ma : also ba.c u 4 1 g 4 f} y onstr cted of in. n b u L 11. a m i. kU p h rrc Classified of r Pr „ 4 ' igwrco e_;etasLl:gancreue Dolts , W t ma ..also be,constr of an W Utted Ut C ssr8 d Concrete y la a Slat Max' di m of o anon is 4 i». y - ,. , k5 P 9 '-.'SeeCarkcteioBtock6 CA and' Protest -Concrete U grits IkTV ( 2n ( ) - o: C-AJ-5001 _ .:: :. cat . ries In.the.Fire Resistance Directo for names;of manufatturtars..• �', .. :`" ` • . >y System. N Z u b ferl nts-O .1. ,g alto . rta nonmetalbc pit a;. sondurt'oihibmg to-he:c {Formerly System No. 91). .. m tat ei her n ntr p1... , . - Fkatings-1-1/2,;2 and 3.Hr (See Item 4) led, t w ca rattyar acre rtncalty within thg;firestop system:, T Ratings-0,1/2; 3/4 and' 1 Fir (See Items 1A and.4) - . Th .pipe conduit ar tubing tobe..rigidly stipported:on both sides of flip 2 , a'' or, wall: , he Followingand es of . `: con r� ubi . . - : , : ' - . - . 1 : - ..:. ' - - sting. At - FM per sq ft .yPRs ?X,.. . P)p§ ,: ., fS a. t . mg.may. „ . A 3 L R Ambient 2 C be used. _, h Rating;:At 400 F . less•than 1 CFM,per sq ft -.'.A' L n l _-.. - '. -_ Po yvi Chloride PVC M Nom 2 rn, dram or smaller Schedule py ( ) »e { ) _ 11 40 ceftular or solid core PVC -pipe, for use in dosed rocess:DY u t ". , : - r or vented drain: waste o van Piping - , , { r t) P P g systems.' The anntar spate.: SECTION A -A - sliaR,he a.mm of 5f1b?n. o a max -of 23f16an.; . . - 3 .. II . 8- Ri�id' Nonmetallic : - 1: floor o Wall A eiublll=lightweight or normal weight 100.150 pcf) ` .. -. Nopme all a Conduit (#NC)+. Nam 2 1 .. dram (or Smaller (( .; 4 B` • f �-: concrete: Except as rioted In table under. Item 4, min thukness of sobd ; � � : � ' � - 5cheduLe 46 PUC conduit installed in accoMalirs vAth.. Article 347 of :a ? „ • . - ... - concrete floor or wait js 4-1/2 m. Root may also be constructed ; - .; +� • - - the, National Etectrieal Code {NFPA No, 70). A:nom annuls .spate of< " ' of any ram 6 m, thick ULTlassrfied hallow core Precast Concrete Untts , -- - : 5J8ati: is.mguired witMri tJre BrestpP sysieAi ::::'. - :. ;, 1.- ';:. ; When fl oor is construUed Of tititlow core. recast concrete units ackingg ,:: ? .,..,. �Y. . .,a : >'d, t: Cklorinated Polyvinyl: Chloride. Cl'VC - Nom 2'9n.: diam or:: = material (Item 3) and caulkfiU'matenal (item4 ''to, be is, 's' .. .ter - { .) RPe- {. .. - s mmetricaU on bath sides of floor' ftasti wi't"M1r surface. Wa ` I ° sma l ), SDR17 CPVC . Pipe for' use in. Closed (process or supply}, y y tt , ,., , s terns. A nom nnu r s c of 5 'i assembly may also be constructed of a , UL Classified Concrete Blocks „ q, A: : - e. . Ys a, la .. P,a a ;: /$ rn.. s requned.wtthiri the. firestop nY.. :. „ . ... - , .. .. - :.. - r Max dram of opemng s.ln solid li9hLweiyht dr normal weight conc2te. -' r ,.. - . - ', system.:...... ; .; . , .. ;: Floor is 32 in. Max diam of opening in -floor Constructed of hollow-care1. p. Electrical Nonmestallfc.Tubing (ENT)+ Nom 2 in: diam (or smatter);: precast concrete units is 7 in: I '1 PVC tubinginstalled- in aces a n with A .: ::.,`` `> .r.: '- �i �1. -, rda ce t Article 39i of rho National: •See Concrete' Blocks (tAZr) and Precast Concrete Units (CF'N) - Li, B Electrical Code, NFPA No; 70 . e to ones in the c ' The annular space within w €hie Resistance mretto for names of manufacturers ( la tb the p f,r- :., ' P g ry .shall - .3A, Steel Sleeve- 0 Nonat-not'shawh -Max .1 ` in.` ID or smatter) r ` . system ,he a nom- i f4 in: to a max 1-3j8 tni; - � - � �: { p ) 5 lie) � �" �: - . F=s £rose- Linked- POl etb lens p `-Ytrbi Schedul¢ lD (or heavier) steel sleeve cast or,grouted'into floor or wall - - .: .:1. ' y Y f rig---Npm 1-Ln.diam (or,: - ,,. SECTION A -A smatter). Sbii 9 PEl( tubing use in Closed -Less arsup i :. .r ..assembly: Sleeve mayj' extend a max of 2 in. above top of floor or beyond g {pro plV) F Ping . either a rfece of wA Max 16 in.'ID (or smaller) min 0,62B wall thickness 'r. f systems. The annular space withm the firestop system shI bee, nam': `:.; or gqTer aril e ' e - ;;, : -1. floor or Wall Assembly -Min 2-1/2 in. thick reinforced lightweight or l�4, i :. ... , 1 .. - I ( lea ) galvanized stet sleeve. cart or grouted into floor or wall. rmrmal weight 300-150 cf connate. Wall; may also be constructed of .' n,ta-.a max 5/$apt- -":- 1 ':.'_; .. .:`.' assembl. Sleeve ma y y extend a. max of 1f2 in: heyond 'either surface of , : - ' ` a UL Classified o c • MaxF OptiCal..Ffber Ratevaty(0fR)+.-Nom. i in„diam' (or smatter} optical ; . floor or wall. :' .-dr o is 1 r . cry C srfied Concrete Blocks*. . a am of opening 8 n , See Concrete Stocks (CAZi)-category in the Fire,Resistance Directory -: fiber raceway , formed from , of n tiderre flouride PVDF or PVC. The- -" 2: Through)penetrants-0ae metallic ppipe; wnduit ortubin to be mstdWd , _ :' Y - P y ( ) ' ,`;. either ncentricaUy 'or eccektncav, :within'ihe firestop system. Max c for names of manufacturers. - ` annutar s ace withi `the r n fi alto rem shalt l e.a rmm. y ..P P sys 1J4 in: to a:: - annular ace between pipe; Conduit or tubing and edge" of through,,' 1A. Steel Sleeve -(Optional, not shown)-Nom 9 m. (or smelted Schedule •': max 1 in.ltaCewa to be instal#Pdin.acrnr ttte with Artide.No: 77D::.. tj�r5pr 10 (or heavier) steel sleeve cast or grouted into floor or wat assembly.`, -: of they NatonaE Elettgical Code,: See.O opening for sleeve is dependent on the parameters shown m Item 4, Min`: pticat ff6er,Rateway. (OAZM)-i annutar space between Pipe or conduit and edge of through opening is - - , Sleeve may extend a max of 2 in. above top of floor or beyond either ,� category, category.. in the RgAricat Construction• "dais triiames:: zero in. Dint contact). H conduit or tubing -to be rigidly , ''. surface of wall Sleeve may be used only when floor or wall assembly is- .., p ) Pipe g gidly supported.... of manufacturers. ;'': " , ` - , , 1. on both sides. of floor or wag assembly:The following ram 4-1/2 m. th,ck.T Rating is O.Hr.when Sleeve is used. - -types and sizes of Z. Throw hPenetrant-Nom 4 in. diam or smaller T e L or heavier 3:. stop System-The.firestop system shall, Consist of the fofirmthrl ; -': metallic pipes, conduits or tubing may be used: 9 , ) YP ( ) •' • ' " A. SMeI'.Pipe-Nom $0-in. diam. or,Smaller Schedule ,10 or heavier '. - - I -' "'; PPer rape, nom t2 in. diam (or smallerO service weight (or heavier) cast ' . A. Packing Material -(Not Shown) -Min 1` in. thickness of mm.4 pit- - ( , ) - - - . . ", ) - -: : : ,iron soil rPe, nom 12 in. loam ok smatter Class 50 or heav er ductile P - '; steel r e: P ) ) ( mineral _w ofi MW r r 'am or smaller( Schedule 10 or' '' a , ( .}.iYatbinsUCation; min 3/4ptf.�fib`- lasr(FG},- � .- g.Iron pe-Nom30in.diam(orsmatler.wstar.ductilefronpipe. `- � �'-' -.:iron pessure pipe o nom12 m. d, ( ) ( ,. - ; Ansula:tton or nom 1 in• diam, polyurethane- backer €oil (BR} Nrmty; :` C. Cond -Nom 6 in. diam (or sma9er) ^gib steel conduit: ,: i :'..::-Treater) steel pipe ceMemd m the oppening- and ^g,dly supported on .. ..:'. packed into. opening. as a form. Packing material to he recessed floor': .- � 0. Cond t-Nom 4 in. diam (or smaller) steel electrical metallic tubing.+ `- both sides of the floor or wall assembly. - ., -- „:; to surface of floor or front both surfaces 4f wally as .r uired-to: E; Co r Tubin � om 6 in. diam: or smaller T t or heavier :. 1. Wpe Covering"-Nom 1/2 to 2 io thick hollow cylindrical the it try. • acconmodate the required thickness of fill material: The type:and use " wDPer tube. 9' d (` ' : ) YDe ), (min. 3.5 pcf) glass fiber units yacketed on the outside w th an a l se v ce of packing material within the.firestop system is dependent upon the F topper Pipe-No,r16 in. diam (or smaller} Regular (or heavier) capper-,-' :Jacket. Longitudroal lmntr sealed wrth metal fasteners or facfasteners o . - : type and diam of the. through penetrant and Prppee :. - selfseahng lap tape: Transverselmnts secured.v"I metal fasteners or. g p type of piping system= 3: PackingMatedal-Polyethylene backer rod or nom 1 in. thickness of, with butt ptape supplied with the product-:: • -'. used as tabulated: in Item 38. When packing material is required and:: :.: tightlypaeked mineral wool haft or glass fiber insuatian firmly packed-, ": � • ` the floor is constructed of hollow -tare pretast.co icret0 it t, ppaacking'_ into opemn as a emwnent form. Parkin material to be recessed from : - ",...:. arateriat. to be: installed symmetrical) on both' Sides. of; floor` to., g P g See Pipe and Ey-uipment Covering -Materials ((BRGU) category m y -top' surface of -floor or from both surfaces of wall as required to t,. Building Materials Directory for names of manufacturers. An e. ' --::accommodate the•ragyired thickness.of fill materiat. ,. -,'; i accommodate the required thickness of caulk fill material (Item 4). I • g ry • • y mP -' ' .'8: tilt, Voidor Cava .Material* -Sealant -Fitt material applied within' 1 4; Hit, Void or Cavity Material* -Caulk -Applied to fih the annular space Eovenng material meebn9 the above specifications and- bearing the tY PPl - ,` i , r UL Classification Marking' with a Flame Spread Index of 25 or jell and flush with to surface of floor. In watt assembles re uired idle ttte annulus; flush with kop surface -cif Congete Rao, ar with: both:' D 9 w " a Smoke Developed Index of 50 or less may be used. thickness to 6e installed symmetically on both sides of wait, flush with" .:` - surfaces of waltcWhen floor is constructed Of hollow^care pretest- wall surface: At oiM contact tocatiort between penetrant and sleeve or'' ' 4. Nrestop System -The details of the firestop system shall be as follows:. . .: concrete unit, fill material to be installed symmetrically on bothsides : between'. penetrant and concrete, a min 1 4 in: diam bead of walk shall - A. Packing Material -Min I in. thickness offirmly packed mineral wool :' of floor, flush with floor surfaces:. The F and T Ratings of the firestop:; .-- be applied at top surface of floor and at both surfaces of watt. The It rl . , halt insulation used as a permanent form. Packing material to be ' system . are . dependent gpon the type and- max diam of..through.-. ";:FRatings and the min. required caulk thicknesses am dependent upon a ".. recessed from top. surface of tutor orsleeve or from both surfaces of penetrant; Type. of piping system; type and use; of patking-materia€, _ : ; number of parameters, as Shown. in. the following table: ,::. �- . - wall as required to. accommodate the required, thickness of caulk fill ' , ,• +.- And min thickness of the fill matenat_as tabulated below: - 1,'-.,. 'l material (Item 8). ' ; : , :..., • Max Dram I .:. , THRO GH-PENETRATION.FIRESTOP;SYSTEMS' XHE-ChRtinued a Htl Void or Cavity MateHat -Caulk-Applied to fill -the annular thn Hll F • - ( 'n ' - surface of the floor or sleeve or flush with T of ; ' .:.: M TkroD h r of Vse DP , ;. 1 T ' . , - - "::.space flush. with the to su YPPGG a type Type cif. MU F ' ,a)in Roo' Nom Pipe - ` � , both surfaces of wall. When nom e. covering thickness is.2 in., min Thmogh , P+motrent _Pipng Facking. :.Packing ,-: Thkns RatMg;; aaNnB• ' :. PTP - -Pens M-::.,=.IR. ` ,System Mtt. ' • Mti Iq.. Nr Hr' 0r Walt robe Or Conduit .`.Max AnnuWr _ : Min Cwlk F '- I, ;.,; thickness. Of caulk fill material K 2 in. When tom pipe' covering , ., .: Thkns, I - .clam in - .::'--Space, In ThkTM, In: Ratite. fL :,_- ,f.-,, .:::. thickness is 1 in., min thickness of caulk fill material is i in. The . PVC or UK Fipe :`.', 2 " '4ented` Optional - MW, FB BR `, 2 2 " .I: 0-' 2-f/z ; r,,; 1/2 12 :' 1-3/8 - 1/2 8 - ;I: ,--: hourl Fand T Rahn s of the firesto stem are de ancient a on the PYt,erC VC FIea 2' Closet Optionaf.:MW, FG, OR 2, "3 1-2jZ _ - ' 2-t 2 1 2-12 - ` - '. 3-i 4 - , 1 2 ' .::• Y 9 P system P P RNC - - 2 : Optional' ft FG, 84 : `... 2 - 3:.I: 1.1 ..... / , / / .. ... .'.. -" thidmess of the floor or wall: the size of pipe,'the thickness of pipe- ` 4-1/2 - . .: 1 2 5 : 1-9/8, .,.. 114(a 2,11 ' PVC, or C Pipe• ;1.1/2 ..i.Closed-'_ Optmnat MW, FG, BR;: 1-1/2 S 2- _ - - '- ::: covering material and the size of the annular space (between the pipa,� - -• . 41/2 1/2 12 11/4 1/�: : 3, �:• - covenn material and the eof the circular throw h o emn as -.. RfiiC .1-1/2 Optional MW, FG OR , 1-t/2 3. 3.: '; , 4-SJ2 .. __. 1/2 20 2 , 1 :J 3 shown ,irtne. following tabl�e9 - - - B D . gl PVC or L: Pipe 1 hosed Optional: MW, FG OR :; .1 3 , :.. 2: .. AMC' . (.. 1 ,. : Optional., MW FG R -:- r : 4-1/2 1/2 20, ... 2 1, 3 .:' - r r- Annular' .. - ...: OP • , O 1 ...3 ,.._ • 2 " .:.: 4-1 2 '1 2-12 -1 ..- ' : :. ads Moo o .- Max Pipe ..,`- Nam FIPe 3/4 , Opbonaf;; MW, LcG, BR - 1 . 3 2-: / 3 /4 ' :. 1.: 3 ENT!: -: , -. I. -`„_ / - was Thklra Diem . '; .CuedM1 lMon, : - _ Space PRegug PRbdng . ENT :::.. .. 2 , 1:,,+ " Optional MW, FG BR' .':' 1 .. 2 ie1 .: . 4-1f2- 22 3d 2 2 3 ' tp. - rn rn. in : Nr .Hr - - PU . .:: _.'/?,. ..:,r 5.1 2. _�-., '.12-6. 1-38-: `. 16 .::.; 4, ;I, _ ., - - - OFR 1 :- -, 0 tional: W // / O . z 1/3. torn/z ; 1/2 to z-tfa ,; :: z 1. ` P ..M,.EG. BR 3..1fc 2, -d.:.:'41/2,` ':,' 2-:-:: 1463-4a:::; 2 - •.:.1-S/2. PEX 7ubit - i_..:;:Ciosed Requnred::. MW -;.;-1 2- : (`.'- 2;: (a)MI6 2 m thickness of mmeraL wool belt m;uLLrtion. required m annyl: ' .: , / / ,, - .space.' . �. 2-1/2 " 12 - 1 1/2 to 1-1f2 z , `,SIG ..: 1.4.g f2 . , ' : 1 1• ; i/2 to 2-3/B , : 3 :,: 1 ... Specified Ti3thnotogies lac-Spadeal 100, i01 102 At .105: (b)Min: l in: thickness of m neral wootbakt insulation required in anrurF`' 2.1 2. 12 1 - :1 2 to 2.3 8 .: 2 a ..Sealant: : ;' . ' -: , , : -, , spa,im h sides of floor or wait ,assembly. Min 1 in. thickness of yolk;,;';' / /? I I - " ' :_+$ rin. t, , UL Listin .Mark - _.:�, • .hP install_ flush with each surface of floor or wall assembly."' j:' Miring' &Mfg. Co. SWB+: ' - Minnes i, *Bearingahe' UL C , :: .. g 9 ' • Minnesota Mining A Manufacturing_ Co.-CP„ 25W8+ llaassifiwtion Marking • ..::� �111... Searing the UL-Classification Masking__. :._, *Bearing the UL Classification Markina .. ....- .--.. __... .__ <. ),. CORNERS ARE CUPPED- " FLARED END LENGTH = TWICE INSULATION OUTSIDE DIAMETER NO: 1) WHEN SPECIFIED FILLER S 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. PIPE SADDLE HAS FLARED EDGES NOTCHED TO FIT PIPE HANGER FLARED EDGES 'C" CLAMP USE FOR C BEAM THREADED ROD eF,RVUiy)i1jQ OP&C ITION. FOR INSULATION ON PIPE ALL INSULATION PASSES THRU HANGER. UNBROKEN NOTE: PROVIDE PIPE SADDLE MINIMUM TWO TIMES INSULATION DIAMETER FOR INSULATION LINES NTS FINISHED GRADE z v I I I -_ \� \ = �I I/ OCK FREE BACKFlLL N It io . • • r - --- . PITTWRAP JACKETING • . . FOAMGLASS INS ULATION 8" MIN. . R SAND BACKFlLL ; 8" MIN. ' . • • • PIPE - T^ 4 m 'r . - ° • +. 4 •: • •x .'' GRAVEL ---- « • .. _ I R CHILLED-_..__. WATER ,N 3 I I ILTi �M___10_T____,__,___ _,___ NTS era www.odaeBodates.€ wn OmnFlOAM OF AvniowATMfN.eeei W a Z_ m W I- W . a 5No Q V TO fit M t m 0 in m oo p<� Z Q U JF� W I- ad m�(D Z Q <� Li- ^ J T v n- a `� 0 � -1 Z U }- m J a WLv oz 0 to w O W W>C1_ 11111�11 ,;,11 Jill, one ,a111111111a_aiffill 111ke ....... 111111I) 1I1111111" . • .1111111111111II1'r11111111. 11111101i o< I w � j 4t ti a :;-,' W M, � zt ;a °c � e , I k C-r � Z L1Q `3t.0 v � tigo � � r I- C) W O CC 0Y O d L_ t 1 0 1 rn Z o i` O 0 in t8 > 11 W � 2t l-- N 0 O 'Z t0 smy .. '04 THESE PLANS AND THE INFOR"MON SHOWN HEREIN ARE THE PROPERTY OF MND A DRTENI ARORECTs PA AND REPROMMONS. (MIU FIES OR USE mERWF IN WHOLE OR IN PART S sraE41.T PRO- HIBITED W[TI WRITTEN PERMISSION. COMM. NO: 0403-03YB DATE: 04 J40,1RX 1005 BY: R4 CH'KD: d9 IS SHEET NO. M_ / I iJ ASSOCIAN S F /d SYSTEM NO. C-AJ-1044 (FORMERLY SYSTEM NO. F RATING - 2, 3 AND 3 HOUR (SEE ITEMS 2A AND 4) T RATING - 0 HOUR L RATING AT AMBIET - 2 CFM/SQ FT L RATING AT 400 F - LESS THAN 1 CFM/SQ FT A 4 2 " 1 3 A SECTION A -A 1. FLOOR AND WALL ASSEMBLY -LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF) CONCRETE EXCEPT AS NOTED IN TABLE UNDER ITEM 4, MIN THICKNESS OF SOLID CONCRETE FLOOR OR WALL ASSEMBLY IS 4-i/2". FLOOR MAY ALSO BE CONSTRUCTED OF A MIN. 6" THICK, UL CLASSIFIED HOLLOW CORE PRECAST CONCRETE UNITS. WHEN FLOOR IS CONSTRUCTED OF HOLLOW CORE PRECAST CONCRETE UNITS, PACKING MATERIAL (ITEM 3) AND CAULK FILL MATERIAL (ITEM 4) TO BE INSTALLED SYMMETRICALLY ON BOTH SIDES OF FLOOR, FLUSH WITH FLOOR SURFACE WALL ASSEMBLY MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS. MAX. DIA. OF OPENING IN FLOOR CONSTRUCTED OF HOLLOW -CORE PRECAST CONCRETE UNITS IS 7". SEE CONCRETE BLOCKS (CAZT) AND PRECAST CONCRETE UNITS (CFM CATEGORIES IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS. IA. STEEL SLEEVE - (OPTIONAL NOT SHOWN) -MAX. 15' ID (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL SLEEVE CAST OR GROUTED INTO FLOOR OR WALL ASSEMBLY. SLEEVE MAY EXTEND A MAX. OF 2" ABOVE I TOP OF FLOOR OR BEYOND EITHER SURFACE OF WALL. MAX 16' ID (OR r , SMALLER) MIN. 0.028 WALL THICKNESS (OR HEAVIER) GALVANIZED STEEL SLEEVE CAST OR GROUTED INTO FLOOR OR WALL ASSEMBLY. SLEEVE MAY EXTEND A MAX. OF 1/2' BEYOND EITHER SURFACE OF FLOOR OR WALL 2. THROUGH PENETRATES - ONE METALLIC PIPE. CONDUIT OR TUBING TO BE INSTALLED EITHER CONCENTRIC ALLY OF ECCENTRIC ALLY WITHIN THE FIRE STOP SYSTEM. MAX. ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND EDGE OF THROUGH OPENING OR SLEEVE IS DEPENDENT ON THE PARAMETER SHOWN IN ITEM 4. MIN. ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND EDGE OF THROUGH OPENING IS V. (POINT CONTACT). PIPE CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED. A. STEEL PIPE - NOM. 30' DIA. (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE B. IRON PIPE - NOM. 30' DIA (OR SMALLER) CAST OR DUCTILE IRON PIPE C. CONDUIT - NOM. 6' DIA. (OR SMALLER) RIGID STEEL CONDUIT D. CONDUIT - NOM. 4" DIA. (OR SMALLER) STEEL ELECTRIC METALLIC TUBING E. COPPER TUBING - NOM. 8' DIAL (OR SMALLER) TYPE 1 (OR HEAVIER) COOPER TUBE F. COPPER PIPE - NOM. 6' DIA. (OR SMALLER) REGULAR (OR HEAVIER) COPPER. PIPE 3. PACKING MATERIAL - POLYETHYLENE BACKER ROD OR NOM. 1" THICKNESS OF TIGHTLY PACKED MINERAL WOO. BATT OF GLASS FIBER INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF CAULK FILL MATERIAL (ITEM 4). 4. FILL, VOID OR CAVITY MATERIAL - CAULK - APPLIED TO FILL THE ANNULAR SPACE FLUSH WITH TOP SURFACE OF FLOOR. IN WALL ASSEMBLIES, REQUIRED CAULK THICKNESS TO BE INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL FLUSH WITH WALL SURFACE, AT POINT CONTACT LOCATION BETWEEN PENETRATE AND SLEEVE OR BETWEEN PENETRATE AND CONCRETE, A MIN. 1/4" DIA. BEAD OF CAULK SHALL BE APPLIED AT TOP SURFACE OF FLOOR AND AT BOTH SURFACE'S OF THE WALL THE HOURLY F RATING AND THE MIN. REQUIRED CAULK THICKNESS' ARE DEPENDENT UPON A NUMBER OF PARAMETERS. AS SHOWN IN THE FOLLOWING TABLE MIN. FLOOR OR WALL THICKNESS, IN. NOM. PIPE TUBE OR CONDUIT DIA.., IN. MAX. ANNULAR SPACE, IN. MIN. CAULK THICKNESS, IN. F RATING, HR. 2-1/2 1/2--12 3-1/4 1/2 2 4-1/2 1/2-6 1-3/8 1/4 (A) 2 4-1/2 i/2-12 1-1/4 1/2 3 3 4-1/2 1/2-20 2 1 3 4-1/2 1/2-20 2 1 4-1/2 4-1/2 1/2-12 1/2-6 3-1/4 1-3/8 1 (B) 4 (A) MIN.:2' THICKNESS OF MINERAL WOOL BATT INSULATION REQUIRED IN ANNULAR SPACE. (B) MIN. 1" THICKNESS OF MINERAL WOOL BATT INSULATION REQUIRED IN ANNULAR SPACE. ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. MIN. 1" THICKNESS OF CAULK TO BE INSTALLED FLUSH WITH EACH SURFACE OF FLOOR OR WALL ASSEMBLY. MIN. 2' THICKNESS OF MINERAL WOOL BATT INSULATION REQUIRED IN ANNULAR SPACE. MIN. 1' THICKNESS OF MINERAL WOOL BATT INSULATION REQUIRED IN ANNULAR SPACE. ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. MIN. 1" THICKNESS OF CAULK TO BE INSTALLED FLUSH WITH EACH SURFACE OF FLOOR OR WALL ASSEMBLY. 4'X 2-1/2' X 2-1/2" FIRE - DEPARTMENT CONNECTION POUR 20' X 20' X 6' CON( PAD, FLUSH WITH GRADE THRL 0 ci e- I n FIRE DEPARTMENT CONr Cry Q J SEE CIVIL DWGS. FOR LOCATION . w'rjp LL_ja SYSTEM NO. W-L-1001 (FORMERLY SYSTEM NO. 147) F RATING -1A3 AND 4 HOUR (SEE ITEMS 2 AND 3) T RATING AT AMBIENT --LESS THAN 1 CFM/SQ FT L RATING AT 400 F--LESS THAN 1 CFM/SQ FT 1. WALL ASSEMBLY --THE 1,2,3 OR 4 HOUR -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS --WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 HOUR FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STUDS, WOOD STUDS TO CONSIST OF NOM. 2 BY 4 IN. LUMBER SPACED 16 IN. OC WITH NOM 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN, WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC. B. WALL BOARD, GYPSUM--NOM 1/2 OR 5/8 IN. THICK, 4 FT. WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM WALLBOARD TYPE. THICKNESS, NUMBER OF LAYERS FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. MAX DIAM. OF OPENING IS 13-1/2 IN. 2. PIPE OR CONDUIT-- 12 IN. DIA (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE, NOM 12 IN, DIAM (OR SMALLER) SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE. NOM 12 IN. DIAM (OR SMALLER) CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE, NOM 6 IN DIAM (OR SMALLER) STEEL CONDUIT, NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING, NOM 6 IN, DIAM (OR SMALLER) TYPE L (OR :HEAVIER) COPPER TUBING OR NOM 1 IN. DIAM (OR SMALLER) FLEXIBLE STEEL CONDUIT. WHEN COPPER PIPE IS USED, MAX F RATING OF FIRESTOP SYSTEM (ITEM 3) IS 2 HOUR, STEEL PIPES OR CONDUITS LONGER THAN NOM 4 IN. DIAM MAY ONLY BE USED IN WALLS CONSTRUCTED USING STEEL CHANNEL STUDS. A MAX OF ONE PIPE OR CONDUIT IS PERMITTED IN THE FIRESTOP SYSTEM. PIPE OR CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. 3. FILL, VOID OR CAVITY MATERIAL--CAULK--CAULK FILL MATERIAL INSTALLED TO COMPLETE FILL ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND GYPSUM WALLBOARD AND WITH A MIN 1/4' IN. DIAM BEAD OF CAULK APPLIED TO PERIMETER OF PIPE OR CONDUIT AT ITS EGRESS FROM THE WALL CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN MICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED BELOW: MAX PiPE OR ANNULAR SPACE F RATING HOUR T RATING HOUR CONDUIT DIAM IN. IN. 1 3 TO 3/16 1'TO 2 0+, 1 OR 2 1 i/4 TO 1/2 3 TO 4 3 TO 4 4 0 TO 1-1/2 1 TO 2 0 6 i/4 TO 1/2 3 TO 4 0 12 3/16 TO 3/8 1 TO 2 0 e m e e m♦ • e p• •• • e m e e m o m e • w+ r e m• s• r p• . 6' DEPTH OF 1/2' CRUSHED STONE 1. THE FIRE PROTECTION SYSTEM SHOWN REPRESENT THE DESIGN INTENT OF THE ENGINEER OF THE RECORD IN ACCORDANCE WITH STATE REGULATION 61G15-32. CONTRACTOR SHALL PROVIDE LAYOUT DRAWINGS AND ASSOCIATED HYDRAULIC CALCULATIONS PER DESIGN CRITERIA PROVIDED BY THE ENGINEER OF THE RECORD. 2. DESIGN AND INSTALLATION OF FIRE PROTECTION SYSTEMS SHALL BE IN ACCORDANCE WITH NFPA 13, 14, 20 AND 24 1999 EDITION AND LOCAL AUTHORITIES REQUIREMENTS. 3. ONLY LISTED AND APPROVED DEVICES AND MATERIALS AS SPECIFIED IN NFPA 13 STANDARD SHALL BE INSTALLED THROUGHOUT THE SYSTEMS. 4. ONLY NEW SPRINKLERS SHALL BE EMPLOYED IN THE INSTALLATION OF SPRINKLER SYSTEMS. AT LEAST TWELVE SPARE SPRINKLER HEADS OF EACH TYPE, TEMPERATURE RATING, AND ORIFICE SIZE USED IN THE SYSTEMS SHALL BE KEPT IN THE PREMISES. REPLACEMENT SPRINKLERS SHALL HAVE THE SAME OPERATING CHARACTERISTICS AS THE SPRINKLER HEADS BEING REPLACED. 5. SPRINKLER SYSTEMS SHALL BE INSTALLED FOR A MAXIMUM WORKING PRESSURE OF 175 PSI. PROVIDE WITH PRESSURE REDUCING VALVE PER NFPA-14 FOR AREAS EXCEEDING 175 PSI. NO CPVC PIPING ARE PERMITTED FOR POR11ON OF SYSTEM EXCEEDING 175 PSI. 6. SPRINKLER SYSTEMS SHALL HAVE AN UNDERGROUND FLUSH COMPLETED AT THE 11ME OF HYDROSTATIC TEST. FLUSHING SHALL BE COMPLETED PRIOR TO CONNECTING THE UNDERGROUND PIPING TO THE OVERHEAD PIPING. 7. ANY PORTION OF THE SPRINKLER SYSTEMS WHICH IS SUBJECT TO FREEZING SHALL BE PROTECTED AGAINST THIS EXPOSURE. 8. ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATION ITS FUNCTION. 9. ALARMS SHALL BE OF SUFFICIENT INTENSITY TO BE CLEARLY AUDIBLE IN OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. 10. WATER FLOW TEST DEVICES SHALL BE PROVIDED AT LOCATIONS THAT ALLOW FLOW TESTING OF SUPPLY AND ALARM MECHANISMS. 11. ALL UNDERGROUND PIPING SHALL BE ADEQUATELY SUPPORTED. ALL UNDERGROUND PIPING SHALL BE BURIED AT LEAST 12 INCHES BELOW THE AVERAGE LOCATE FROST DEPTH OR A MINIMUM OF 36 INCHES BELOW FINISH GRADE IF FROST IS NOT APPLICABLE. 12. AT LEAST (2) 2-1/2 INCH FIRE DEPARTMENT CONNECTION SHALL BE PROVIDED. 13, EACH SPRINKLER SYSTEM SHALL HAVE A 2' DRAIN AND TEST CONNECTION WITH A VALVE ON THE SYSTEM SIDE OF THE CONTROL VALVE. 14. WATER FLOW TEST CONNEC1IONS SHALL BE PROVIDED AT LOCATIONS THAT ALLOW FLOW TESTING OF WATER SUPPLIES, CONNECTIONS, AND ALARM MECHANISMS 15. FIRE STOP ALL PENETRATIONS OF SMOKE/FIRE WALLS. FIRE STOPPING SHALL BE OF U.L LISTED ASSEMBLY. 16. FIRE SPRINKLERS ARE TO BE COORDINATED MATH ALL DIFFUSERS, UGHTiNG FIXTURES, CEILING SYSTEMS AND STRUCTURAL MEMBERS. 17. REFER TO ARCHITECTURAL REFLECTED CEILING AND ELECTRICAL LIGHTING DRAWINGS FOR CEILING DESCRIPTIONS AND HEIGHTS. 18. NOT ALL PIPING, VALVES AND APPURTENANCES ARE SHOWN ON PLANS. REFER TO PIPING RISER DIAGRAMS, DETAILS, AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 19. SPRINKLER SYSTEMS SHALL BE HYDROSTATICALLY TESTED FOR 2 HOURS AT 200 PSI OR 50 PSI IN EXCESS OF NORMAL WORKING PRESSURE WHEN NORMAL WORKING PRESSU EXCEEDS 150 PSI. 20. THE S IS DESIGNED AND HYDRUALICALLY CALCULATED IN ACCORDANCE WITH WITH NFP 13 AND SPRINKLERS MANUFACTURER REQUIREMENTS. 21. ALL WIRING OF FLOW SWITCHES AND ANY FIRE PROTECTION DEVICES IS DONE BY ELECTRICAL SUBCONTRACTOR. 4' TO SPRINKLER/STANDPIPE SYSTEMS GATE VALVE W/ TAMPER SWITCH �I I FLOW P. 0. S. 10 0 23 22 4: Ej 170 CITY MAIN RISER OUTLET BUTTERFLY VALVE W/ TAMPER SWITCH [Itex'410-1 . TEE 0mk fP DRAIN LINE C.O.J. C.O.J. 61G15-32.003 (1) (2) (3) (2) SCOPE OF WORK: FIRE PROTECTION SYSTEM FOR NEW CONSTRUCTION 6 STO Y COMMERCIAL BUILDING. (2) ACCEPTANCE TEST CRITERIA: TESTING OF FIRE PROTECTION SYSTEM AND ITS COMPONEN SHALL COMPLY WiTH ALL APPLICABLE ITEMS PER NFPA 13, 1999 EDITION, FIGURE 10-1(A), CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR ABOVE AND UNDERMOUND PIPING. (5) STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS: SUPPORT SYSTEMS SHALL HAVE ADEQUATE LOAD CARRYING CAPACITY FOR THE 3 LBS PSF DEAD LOAD WHICH WILL BE CONTRIBUTED BY THI i FIRE SPRINKLER SYSTEM. THE FIRE SPRINKLER SYSTEM WILL NOT CONTRIBUTE ANY L VE LOAD. 61915732.004 (2) (A-J) (A) POINT OF SERVICE: POINT OF SERVICE SHALL BE A CONNECTION TO THE EXIST NG 6' MAIN. TAPPED OF MAIN IN ATLATiC AVE. SEE SHEET F-3 FOR LOCATION. B APPLICABLE NFPA STANDARD TO BE APPLIED: NFPA 13, 1999 EDITION INSTALLATION OF FIRE PROTECTION SYSTEM. NFPA 14, 1999 EDITION INSTALLATiON OF CLASS I STANDP RE SYSTEM. NFPA 20, 1999 EDITION INSTALLA11ON OF FIRE PUMP. (C) CLASSIFICATION OF HAZARD OCCUPANCY OF EACH ARI A OR ROOM: THIS BUILDING WILL BE CONSTRUCTED AS A COMMERCIAL OFFICE BUILDING AND RETAIL SPACE ON PARTIAL OF FIRST FLOOR. OFFICE BUILD NG SPACES SHALL BE CLASSIFIED AS LIGHT HAZARD AND THE RETAIL PORTION 0 FIRST FLOOR SHALL BE CLASSIFIED AS ORDINARY GROUP 2. DENSITY/AREA:.15 GPM/SQ.Fi. OVER THE MOST DEMANDING 1500 SQ.FT. OF FUTURE KITCHEN AND .10 GPM/SQ.FT. OVER THE MOST DEMANDING 1500 SQ.FT. OF OFFICE SPACE SRINKLER HEADS 1557 QUICK RESPOND SPACING: MAXIMUM PROTECTION SHALL BE 225 SQ.FT. (E) CHARACTERISMCS OF THE WATER SUPPLY TO BE USED 8" CIRCULATING MAIM. BASED ON THE FLOW TEST DATA RECEIVED, THE DURATION IS GOOD. (F) FLOW TEST DATA: BASED ON TEST RESULTS PERFORMED BY FORT PIERCE UTILITIES AUTHORITY ON 03-28-05,: STATIC 68 PSI, RESIDUAL 74 PSI, FLOW 1300 GPM. BASED ON THIS DATA, THE AVAILABLE PUBUC WATER SUPPLY WILL SUPPORT THE DESIGN CRITERIA. (G) VALVE AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF WATER: THE FIRE PROTECTION RISER SHALL BE CONTROLLED BY D E OS&Y VALVES ON THE PROPOSED BACKFLOW PREVENTOR. A TAMPER SWITCH SHALL BE INSTALLED ON THE OS&Y VALVES. A FLOW SWITCH SHALL BE INSTALLED ON DIE FIRE SPRINKLER RISER. ALL TAMPER AND FLOW SWITCHES SHALL BE CONNECTED 0 A FIRE SPRINKLER MONITORING WITH CENTRAL STATION MONITORING. (H) MICROBIAL INDUCED CORROSION (MIC): THE LOCAL WATER PURVEYOR IS REQUESTED TO ADVICE DIE ENGINEER OF RECORD IF CONDITIONS EXIST IN THEIR WATER SUPPLY THAT COULD LEAD TO MIC SO THAT THE ENGINEER CAN DESIGN OR SPECIFY CORRECTIVE MEASURES. (1) BACKFLOW PREVENTION AND METERING SPECIFICATIONS: THE BACKFLOW PREVENTION AND METERING EQUIPMENTS S 4ALL BE INSTALLED BY A MINIMUM OF A CLASS V CONTRACTOR AS LICENSED BY TH STATE FIRE MARSHAL THE MAXIMUM ALLOWABLE PRESSURE LOSS ACROSS THE D-VICE SHALL BE 8 PSI AT SYSTEM DEMAND (J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YIkRD AND INTERIOR FIRE PROTECTION COMPONENTS: ALL YARD AND INTERIOR FIRE PROTEC1ON COMPONENTS SHALL BE UL OR FM LISTED. GATE VALVE W TAMPER SWITC VANE TYPE FLOW SWITCH (WET :SYSTEM) NIPPLE TO SYSTEM TEST AND DRAIN (AGF MANUFACTURING, INC) PRIMARY POSITION = FULL FLOW SECONDARY POSITION = PROVIDED WITH NIPPLE ORIFICE EQUIVALENT TO SMALLEST SPRINKLER ORIFICE SIZE. 1' X COUF QUICK RESP SE PENDENT, FACTORY WHITE WITH MATCHIN ESCUTCHEON EQUAL TO CENTRAL MOD "BV-QR" DESIGN NOTES: i. ALL WORK SHALL BE DONE IN ACCORDANCE WITH NFPA 13, 14, 20, AND 24 1999 EDITION & LOCAL AUTHORITIES. 2. ALL HANGERS & MATERIALS TO BE IN 10 CK ACCDANCE W/' NFPA 13. gl�q 3. ALL 3" AND 4' MAINS SHALL BE SCH. IRON PIPE ALL BRANCH LINES SHALL BE SCH. 40 BLACK IRON PIPE ALL DROPS SHALL BE 1" SCH. 40 BLACK IRON PIPE. 4. ALL HEADS IN PUBLIC AREAS TO BE CENTER OF TILE, 5. PROVIDE ADEQUATE DRAIN PER NFPA-13 6. PROVIDE FLUSHING CONNECTIONS AT REMOTE END OF ALL CROSS MAINS AND AT ALL LOW ENDS 7. PROVIDE ADDITIONAL SPRINKLER HEADS UNDER HVAC DUCT WORK EQUAL TO AND EXCEEDING 4! IN WIDTH. RETURN BEND DETAIL NTS /- ADJUSTABLE POST INDICATOR / VALVE (U.L/F.M.) SPRINKLER MAIN SUPPLY PIPING FIRE PROTECTION LEGEND • COMMERCIAL PENDENT SPRINKLER O UPRIGHT SPRINKLER .41 - HORIZONTAL SIDEWALL SPRINKLER HORIZONTAL SIDEWALL SPRINKLER -�--- SPRINKLER PIPING - - - - UNDERGROUND SPRINKLER PIPING X X HYDRAULIC NODES SPRINKLER HEAD SYMBOL TYPE TEMP I SIZE K-FACTOR O QUICK RESPONSE UPRIGHT, FACTORY BRASS EQUAL TO CENTRAL MODEL 'BV-QR' 155 1/2' 5.6 QUICK RESPONSE RECESSED PENDENT, • FACTORY WHITE WITH MATCHING ESCUTCHEON 155 1/2' 5.6 EQUAL TO CENTRAL MODEL 'BV-QR' QUICK RESPONSE SIDEWALL, FACTORY WHITE WITH MATCHING ESCUTCHEON EQUAL TO CENTRAL MODEL 155 1/2' 5.6 "BV-QR' �1 WICK RESPONSE SIDEWALL FACTORY BRASS EQUAL TO CENTRAL MODEL 'BV-QR" 155 1/2' 5.6 FIRE PROTECTION DATA ENTIRE BUILDING (EXCEPT AS NOTED): OCCUPANCY CLASSIFICATION: LIGHT HAZARD SYSTEM TYPE: WET PIPE DESIGN DENSITY .10 GPM/SQ. FT. HYDRAULIC REMOTE AREA: 1500 SO. FT. SPRINKLER ORIFICE SIZE: 1/2' DURATION OF SUPPLY: 30 MIN. MAX. CO RACE./SPFUNKLER HEAD: 225 SQ. FT. HOSE STREAM ALLOWANCE: 100 GPM STORAGE, MECHANICAL AND ELECTRICAL ROOMS OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP 1 SYSTEM TYPE: WET PIPE DESIGN DENSITY .15 GPM/SQ. FT. HYDRAULIC REMOTE AREA: 1500 SQ. FT. SPRINKLER ORIFICE SQE: 1/2" DURATION OF SUPPLY: 60-90 MIN. MAX. COVERAGE./SPFUNKLER HEAD. 13o SQ. FT. HOSE STREAM ALLOWANCE: 250 GPM OC/ASSOICIAMR INC. OAuldn - R Pkr Im - ftO F - Ft Wm 427 Centwpointe Cade, SUAG 1825 AMwwnto Sprwas, F . 32701 LrIA (407) 332 51f0 Far 407) 332-7704 WWW_odae80clate&mn ASSOCIATE, CENTFCAM OF AVIFpIRATM ° INC. LE1 Z m N w w O � � H Q v N O v) N Q U O W E7 (I1 N o pQ Z a u �rn h Z a co Op O Ln Q a L_^ N a. Z ` U U _ v LLI J Q w x0O LflwS Lit _ co > 0- IIl",...11111 .Ia01111111,_,nlllllllu IV"rRe.I"11 IIIIIII"n.e......r�lu .�aalllllllllllll11111►r. 'IOIIIIIIDI"'IIIIIIIIIiiI 'I111enA�III11111e.A1 QG o ov a a a U w o CK 0- L- © SEPT '04 THESE PIANS MD THE INMIWTION SHOWN HEREIN ME THE PROPERTY a MND & DRNENU% MCHaM PA MO REPRODUCTIONS IXSCLOSURES OR USE TXAWF IN TNIXE M IN PANE IS tXPRESS^Y PRD- HIBNEO WRHOU( ffR PERwS . COMM. NO: M503PB DATE: 04 ✓4may,, 2005 BY: CAD CH'KD: £AV SHEET NO. f- / OF e FIRE PUMP ELEVATION NTS FIRE PUMP ROOM LEGEND - 2 O1 480 V/3PN. ELECTRICAL F6E PUMP, 750 GPM, 110 PSI, 75 HP. 19 NOT USED 2� 6' SUCTION LINE MAIN SUPPLY FROM CITY. Qj 4° BYPASS PIPING. U3 4' FLANGED TEE O NOT USED Q 4' OS&Y VALVE W/TAMPER SWITCH. O FIRE PUMP CONTROLLER WITH AUTOMATIC O5 NOT USED TRANSFER SWRCH, SOLID STATE STARTER PROVIDING REDUCED STARTING CURRENT NTH 10% FILTERED INPUT. �6 NOT USED 23 JOCKEY PUMP. O7 4° WAFER CHECK VALVE. 24 o JOCKEY PUMP CONTROLLER. O8 4' GROOVED B' FLY VALVE W/TAMPER SWITCH. (TYPCIAL) 25 NOT USED Q 4` GROOVED 90 DEGREE ELBOW. (TYPICAL) 26 TO FIRE DEPARTMENT CONNECTION, SEE SHEET F-3 FOR CONTINUATION. 16 4' GROOVED TEE. (TYPICAL) 27 PRESSURE GAUGES 11 STANDPIPE SUPPLY 28 CHECK VALVE 12 4' FLOW METER 29 INDICATION BUTTERFLY VALVE 13 4' SYSTEM SUPPLY. 14 NOT USED 15 JOCKEY PUMP SUCTION CONNEC110N. 16 JOGKEtf PUMP DISCHARGE CONNECTION. PIPE SUPPORTS. Cl t C* I ie NOT USED ,LO i M w g,U.cc in:. Z V) 0 W En -I T J EL gr GENERAL NOTE: 1. PROVIDE PUMP WITH RECALCULATION PIPING FOR TESTING. PRESSURE 2 1/2' FIRE DEPARTMENT HOSE VALVE CAP AND CHAIN 05'-0' PROVIDE WITH A 2-1/2' TO 4TH FLOOR 1-1/2' REDUCER. 2 1/2' FIRE DEPARTMENT HOSE VALVE CAP AND CHAIN 05'-0' 11 PROVIDE WITH A 2- /2' TO 3RD FLOOR 1-1/2' REDUCER, 2 1/2' FIRE DEPARTMENT HOSE -` VALVE CAP AND CHAIN IW-0' 12 1 gun �nfw PROVIDE WITH A 2-h/2' TO 1-1/2 REDUCER. I (0 [Z7 fv 27 27 32 10 2 1/2' FIRE DEPARTMENT HOSE VALVE CAP AND CHAIN IW-0' 1ST FLOOR_ 10 FIRE -PUMP ELEV�AT!q, STANDPIPE SYSTEM DESCRIPTION= AUTOMATIC WET (CLASS 1) HYDRAULIC DESIGN CRITERIA STANDPIPE SHALL PROVIDE 500 GPM 0100 PSI AT TOP MOST REMOTE AREA WITH A 250 GPM OF ADDITIONAL HOSE CONNECTION PER STANDPIPE. ROOF MANIFOLD -'—WITH (2) 2-1/2' VALVE. WATER PRESSURE GAUGE WATER PRESSURE GAUGE WATER PRESSURE GAUGE TO FIRE PUMP `-VALVE WITH TAMPER 2' TO DRAIN OUTSIDE STANDPIPE DETAIL TYFICAL WATER PRESSURE GAUGE 2 1/2' PRESSURE REDUCER FIRE DEPARTMENT VALVE WITH CAP AND CHAIN W-O' PROVIDE WITH A 2-1/2' TO 4TH FLOOR 1-1/27 REDUCER. ,-WATER PRESSURE GAUGE 2 1/2' PRESSURE REDUCER FIRE'-� DEPARTMENT VALVE WITH CAP AND CHAIN W-0' PROVIDE WITH A 2-1/2' TO MD FLOOR 1-1/2' REDUCER. ,-WATER PRESSURE GAUGE 2 1/2' PRESSURE REDUCER FIRE DEPARTMENT VALVE WITH CAP AND CHAIN 06-V PROVIDE WITH A 2-1/2' TO 2ND FLOOR 1-1/2' REDUCER.. (WATER PRESSURE GAUGE 2 1/2' PRESSURE REDUCER FIRE —y DEPARTMENT VALVE WITH CAP AND CHAIN 05-0' PROVIDE WITH A 2-1/2' TO 1-1/2' REDUCER. IST FLOOR STANDPIPE DETAIL TYPICAL NTS Z_ m w �uj0 Q = N O t/I CV Q U O m MM m N o c Q Z a 1 � 0) W p mow J N v °a-=� t� F--- J Q Z = U >-m .. J q O w ��o 0 t() W S Ld c0 > o- W 0 Z�it j l� O W M J a v � C V ~ o 0 1-- W O ir O a L o z 0 Z W N a w N o � W 3 a ° z © SEE '04 THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PIWIPERIY OF EMND 3 DWIEN%S, ARMIri 5, PA AND REPRODUCRONS, OISDLOSURES OR uSE RIE W IN WRWE OR IN PAR! IS E( RMY PRO- NI®IED WRHOUi WRIREN PERMISSIM. COMM. NO: WS03118 DATE: #* ✓4NUARY, 1005 BY: CAD CH'KD: ENO OC I ASSOCIA75% IMC SHEET NO. Cmwu%i7g Eng0were Ll OHtndo - Ft Pbree • West Ptin Beach • Ft A as, 427 Centerpofnte Circle, State 1925Aftarrm32701 '''""'''ITT _ (407) 293-51101e Fax SprkWZ) 332-7704 w"cauA,�� ASSOCfATC. OF 8 �t r- X. � LJ 1 6" U.G. FIRE MAIN. ROUTE AND TIE INTO EXISTING CITY MAIN, FIELD VERIFY EXISTING CITY MAIN LOCATION. ❑3 POST INDICATOR VALVE TEST HEADER ARE DEPARTMENT CONNECTION. © VALVE PATH TAMPER ❑7 FLOOR CONROL ASSEMBLY ❑8 4' STANDPIPE UP TO SERVE UPPER LEVELS. REFER TO SHEET F-4 FOR CONTINUATION. 0 SIDEWALL SPRINKLER HEADS W/GUARD AT BOTTOM OF ELEVATOR SHAFT. 10 ROUTE PIPING TO OUTSIDE AND TERMINATE WITH A 45 DEGREE ELBOW 12' ABOVE GRADE. (TYPICAL) 11 INSPECTORS TESL PLACE VALVE IN CEILING SPACE WITH ACCESS PANEL/DOOR. PROVIDE ADEQUATE LABEL ON WALL INDICATING LOCATION OF VALVE, 12 1-1/4' PIPE DOWN. 13 1-1/4" U.G. PIPE SERVING HEAD IN GENERATOR ROOM. 14 1-1/4" PIPE UP. 15 PROVIDE WITH ARE SUPPRESION SYSTEM INERGEN AND ALL REQUIRED ELECTRICAL ACCESSORIES. PROVIDE ALL REQUIRED SMOKE DETECTORS. 16 2" DRAIN 17 2" DRAIN UP TO SERVE UPPER LEVELS. REFER TO SHEET F-4 FOR CONTINUATION. 16 REFER TO SHEET F-2 FOR ENLARGED FOR PUMP ROOM DETAIL 17 1 V t _ x �LL,. �`�R WRLL LIAM 4 4• 4,. I M. j ,{....,. Tr P. . _..,. , i It �µ1 fit' _.m.,...w..-,._,..~ s�< ., fir` j�y i i i • „ „ .r } ...r.x.mw...xxw"w-.....v...n..........x......un..............rr"new..m..... ... ....e �..... ... Cry " f Ulf r Ott �,1.� � • �� ..�"av as::'^-? i � P , �'� � i - 'T,, �,'�.�"i�. _x i.... s dY"V"rt a�floor £ 4 S.ion I scei 34 3 g 4i 3 iwz maerm 15 s Xmi I s , _. a I 01 A It I { t �f i � ........ .... ... ......... .. ... ...._., ...... e .I y ':' E Y� 3 , .... ;.. I I ¢ I` do of pp'xS °iq 1 1 F L.....,..a,..,._.. 18 I';' { J; ��.".�s '•N 'N N N • L "3 .4 it 1 1 z iµ m. 1 i 16 'r- 12 0,20 1.4 47 IV CIO MR x I 1 �..-,•La _ _ GATE VALVE q 1 m 10 » 1 ♦ 6. 11 6' 1121 IL I L N STREET LEVEL ..FIRL. FIRRO I N SCA : 1 /S" = 1'-0" W w J Y a " Z_o 0 m w Wo Q 5 N o Q CN O Do �� N m Z Q 00 > 1 u JLLI It— Z ¢ co CD OJ In Ft Q J EN U a Qv t� F Z 0 � nm .. w J OZ En w M W co > CL_ J Q J�SCM L SMITH, I&I W 427 A CENTERPOINTE GR., SUITE a (/j ALTAMONTE SPRINGS, FL .3 FL REG. NO.: PE57713 W O LIU S �a v A v54 ti W w O a LL Z p 0 W fN w cc 0 u o+ Q \ p qo z © SEP7. '04 THESE PLANS AND THE INFORMATION SHOWN HEREIN ARF THE PROPERTY OF EDWND k OMIM. dRC nar, PA AND REPROMMNS, O44gASURES ON. USE iNkNEOF IN WNDIE M IN PART IS WRESSLY M- HIRRD WDHOa WRRIEN PE mmm. COMM. NO: 040S03UB DATE: 04 ✓ANVAkY, 200S BY: CAD CH'KD: fMC OCI ASSOCZ4 ll . SHEET 'NO. Cam9bgq Engineers Orandv - R Pierce - WOO PAn B"ch - R Mywv 427 QMterp0M* C®dO, "01825 _ 2 Altamonte a FL 32701 J (407) 332-M Fels 1407) 332-7704 www•ociaeaociatea.c0rn ASSOCIATES C671Rq,TB OF 8 OF Ml1lM1WATION ME01 C. g KEYNOTESE]. Fl] 47 STANDPIPE UP TO SERVE UPPER LEVELS. REFER TO SHEET F-5 FOR CONTINUATION, F2� FLOOR CONTROL ASSEMBLY F3� 20 DRAIN UP TO SERVE UPPER LEVELS. REFER TO SHEET F-5 FOR CONTINUATION. Im 11TIA SIAM .... . ... ..... -7 ... M .... 7 IL ..... ... .. . H. F_4= .. 14 1 LLil. 1.1, F6 I p A- c 0 0 R w z V) LLJ w 0 to 0-) C14 0 cn C-4 ol 0 20 � Im 000 6 < z >0 w z Ln m (0 r) V) F_ EN CL 0 0 LLJ Z J < LL< >_ m 0 LLI XOZ _j w 0 Lo W M (.0 > [L 1110 most O. > 7, uj 0 SLcpr 04 THESE PI.ANS AND THE INFORMATION SHOWN HEREfN ARE THE PRDPERfN OF EDWNO & OREM% ARCKREM. PA AND REPRODUCTIONS, DIMOMIRES OR USE vinow IN W OR IN PW R. wRemy ERo- lllI WffHOUT WRITTEN PERMISSION, COMM. NO: 040SO3118 DATE: 04 JWKIARX 2005 BY: CAD CH*KD- EAV OaASSWATL AC SHEET NO. c"LlIft &O"We Of kr4b - R Fkrca - Wool PaM B"ch - F1 Aiyww 427 Centerpointe Cirde, Sufte 1825 Abrnonte FL 32701 (407) 332-M Flax. 332-7704 wwodessociateecom q,4SSOCIA TES C8IllVA'MWAJDIOfMT"#M INC. 0 F ❑l 4' STANDPIPE UP TO SERVE UPPER LEVELS. REFER TO SHEET F-6 FOR CONTINUATION. ❑2 FLOOR CONTROL ASSEMBLY R3 2' DRAIN UP TO SERVE UPPER LEVELS. REFER TO SHEET F-6 FOR CONTINUATION. ® REFER TO THIS SHEET FOR CONTINUATION. ❑5 PROVIDE WITH FIRE SUPPRESION SYSTEM INERGEN AND ALL REQUIRED ELECTRICAL ACCESSORIES. PROVIDE ALL REQUIRED SMOKE DETECTORS. 114 NWT r �I ..:....... I ...� 1 ... ...... 'w ....w� .. r.... T ..n...... ... ....... I .. _....... 5 , t 4 i er OCl ASSOM4TEA INC. Cawtal&V Engi7i a Odwido • R Place • West Pain Beech • Ft My" 427 Centerpointo Circle, Suite 1825 A"monte Spry Vie, R 32701 (407) 332-M Fax= (407) 332-7704 www.ociaeaociatea.can corlIF Is OF AUDpI T"mal w J Z a m w Lw— c�0 N O Q O N CN m N COOMM o oad Z a U i _�0) LLJZ L4 0 U) J N U CLS� 0 LJ —i v Z V Li >- m w J Q woz Lo Ls1 = w (D>o- 0 aoro W ^1 a 2 V C1 ^! k F. V LLI CK O OL LL V) O > Ld W F- Q O Z Q SEPT.O4 THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EOWND 3 DRR4lflSS, ARCH11M PA AND RENWMOONS, OISIUSURES OR USE THS6 IN WNdE OR IN PARE M EIPMMY PRO- HISNED WITHOUT WRMffi PERMISSION. COMM. NO: 040503it DATE: 04 ✓,10ARY, 2005 BY:�...... ..0igp . CH'KD: ET1Yi SHEET NO. ASSOCIATES OF/ 8 INC. I KEYNOTES ❑: n 4- STANDPIPE UP TO SERVE UPPER LEVELS. REFER TO SHEET F-5 FOR CONTINUATION. �2 FLOOR CONTROL ASSEMBLY ❑3 Y DRAIN UP TO SERVE UPPER LEVELS. REFER TO SHEET F-7 FOR CONTINUATION. �.® PROVIDE NTH FIRE SUPPRESION SYSTEM INERGEN AND ALLREQUIRED ELECTRICAL ACCESSORIES PROVIDE ALL REWIRED SMOKE DETECTORS. lr� NZ E O ■ zN`s >4.s T 3m 3421 J34 stead pip and stairwell i��C C�1t1S p M d0k board bond ITEOTION KN SCALE 1 /8" - 1'-0N t m OCI ASSOCL47M /MC. ork-f* • Fi a6 • R Ayes 427 ConWIodhte Cf W Suite 1825 ARamorde SprvW FL 32701 (4M 332-M Fax: UN 332-7704 WWW.oclauociat".COm O6R11140A7E OF Aur110RI MiONIM LLI Y a ° Z_ m w �� to (/I Q N O N N QO U �.. M m � o oQ� Z Q u _0 ern . .. �, Q V N CL = h LLI JQv Z rm .. JQ XOZ 0 W En w = (D > Cl- LIU O �c 5 Iz O W M 114 V = W V U W � CC O CL LL z z 0 Ln 4A It a 0 0 z © SEPT. '04 THESE PUNS AND THE INNRWA SHOWN HEWN ME THE ERNIPENIT OF EDWND A DRHENW. NN.'HREM PA MO flEPflODUCRONS OISCEOSURES OR USE THEREOF IN WHOIE OR IN W 6 WREMT PRO- H B w WINO RMIEN PERNMION. COMM. NO: 040503UB DATE: 04 ✓4N04RY, 2005 BY: MD CH'KD: ON g HEETNO. f- 6 F 8 y KEMOTES El: �1 4' STANDPIPE FROM BELOW. REFER TO SHEET F-6 FOR CONTINUATION. �2 FLOOR CONTROL ASSEMBLY F3 2' DRAIN FROM BELOW. REFER TO SHEET F-6 FOR CONTINUATION. ® PROVIDE NTH FIRE SUPPRESION SYSTEM INERGEN AND ALL REQUIRED ELECTRICAL ACCESSORIES. PROVIDE ALL REQUIRED SMOKE DETECTORS. j ❑8 4' STANDPIPE UP TO SERVE ROOF MANIFOLD. REFER TO I SHEET F-8 FOR CONTINUATION. © 2' PIPE UP TO SERVE UPPER LEVEL REFER TO SHEET F-8 FOR CONTINUATION. r r T .f a77 L5 C 414 4ry j 1a.IONKAN = 11_0W 14REL'fINAOR1 SAINI 'R co*f� RooAv w J Z a m W F- Q N O Q O GoNMI'll fn aD >� Z a o U DO W Z ®OL J U N C-_� F- J Q Z CO .. J Q ;.; w�o 0 W (D>CL Offsff J W 427 W LWA V ..AL,TAMdFIL iR�Ea. NO ff cF 221 OG � g ZZ W Q W v �o� N C) W O Gt: C✓ O a `oRl� ARC z p gg GO Lj w Q 0 O z © SEPT. 104 THESE PLANS AND THE INFORIMMN SHOWN HEREIN ME THE PROPERTY OF EOWND k ORNENHk% ARWRECTS, PA AND REPROD=M. OIEWASIIRES OR USE TNEWFDF IN WNWE OR IN PART IS WRMY PRO- HIINIED WR V WRRIEN PEtl/l$SIDN. COMM. NO: 040503PB DATE: 04 JANOARY, 2005 BY: C0 CH'KD: EBC OaASSOM47M M. SHEET NO. I Cons A§V Engi~o I aftrmb • Ft Pierce - wow Pan Beech • Ft A6wv 7427 Centerpointo Cirde, Suite 1825 _ Altamonte SpraTpa Fl. 32701 (407) 332-51I0 Fex= t407) 332-7704 WWWAKM8800ateaCM ASSOCIA 7ES CERT" AWE OF AffHWM""AM INC. OF 8 e a KEYNOTES 0: ❑1 4' FROM BELOW FEEDING ROOF MANIFOLD. REFER TO SHEET F-7 FOR CONTINUATION. ❑2 2' PIPE FROM BELOW. REFER TO SHEET F-7 FOR CONTINUATION. ❑3 1-1/2' PIPE FROM BELOW. REFER TO SHEET F-7 FOR CONTINUATION. a4 (2) 2-1/2' FIRE DEPARTMENT CONNECTIONS. w FLOOR — FIRE k .oO /� 1/Vw - ,'_On 4 F VJ 5 3 1 4 i jjjF f S f s t G 3 4 z t 1 OC/ ASSOCIATE& W. CaL dit Eng wwo Muni* - R pw" • fto m" on,* - R Myra 427 CeMerp*de Ctde, Sits =5 Altamonte SWirgk FL V7OI (40n =2-5= Fax 407) W2-7704 wim.odanoeiates eom 0911WDAl6a NiMOWAD M Ld LLI • u • LLJ • �� • . • • Lo r. • • of • 'nlllllll i11 iIIII111t1 I�alllll���������llil iryI IIIIIIIIIfI�'IIIII���� • . � Q< O 1 �o� a Z w M cv 2 j zw V � Q CV ti o 0 I-" U LAJ O rC a 0 0 I nn� © SfPL '04 THESE PUWS ANT) THE INMRNATION SHOWN HEREIN ARE THE PRO m 0' OMND h DRTENRn N 11ECT% PA AND REPRODUODONS. NSILOSURES OR 15E ; 1 EREOE IN WNOEE OR W PART a EIfWiE y PPD- HIRRED WO w WRITTEN mi'mON. COMM. NO: 040503YR DATE: 04 ✓ANOARY, 2605 BY: CAD CH'KD: fNG SHEET NO. f— 8 OF 8 R ATLA N T I C A IENUE PL 8,N7 ER - PLANTER ❑A 0 ❑ TAIR I---- INERGEN AGENT CALCULATIONS A ====a -- -- O -I4 I DESIGN FACTOR 0.419 CYLIND R VO LUME 439 - - - CEILING CEILING SUBFLooR MAIL o - ENTRY ROTUNDA AREA CEILING SURF OOR CEILING SUBFLOOR INERGEN S INERGEN INERGEN 001 TOTAL LEO ROOM NAME LENGTH WIDTH REDUCTIONS HEIGHT HEIGHT HEIGHT VOLUME VOLUME QUANTITY QUANTITY QUANTITY Q / VAULT 1 20.16 14.75 10 2973.60 0.00 1245.9 0.00 1245.9 DATA/ PHONE ELEV. ELEV, TOTAL AGENT 2973.60 0.00 1245.94 0.00 124 .94 005 GRANDLOBBY FREE VENTING TOTAL CYLIND�RS 3 00 DISCHARGE TIME 45 SECONDS PEAK FLOW RATE 4741.2 WALL STRENGTH 5 LBS. / SO. FT. iunlluunniuuullinnl nlullfninuniiliiiiul AHIl� inI inirnlnnln�' ELEC ELEV. EQ. MIN, FREE VENT 181.29 SQ. IN. 5R� 3. 0 7 0W 08 p Q � z INERGEN AGENT CALCULATIONSS FFFORMATION O O O OI I Ij�l DESIGN FACTOR 0.419 CYLINDE12 VOLUME 439 006 ICI p 20'- W CEILING SUBFLOOR CEILING SUBFL0012 TOTAL AREA AREA CEILING SUBFL OR CEILING SUBFLOO12 INERGEN INERGEN INERGEN ROOM NAME LENGTH WIDTH RE DUCTIONS HEIGHT HEIG HT HEIGHT VOLUME VOLUME QUANTITY QUANTITY QUA O QUANTITY ofU VAULT 2 25.25 20.33 10 5133.33 0.00 2150.9 0.00 2150.9 1 , MEN WOMEN,' 012 013 TOTAL AGENT 5133.33 0.00 2150.86 0.00 2150.86 _ M _ PREEN VENTING TOTAL CYLINDERS_ NDERS OA -1 - - -'- - - - -- _ - - - - - A 2 DISCHARGE TIME 45 SECONDS PEAK FLOW RATE 7902 75ad WALL STRENGTH 5 LBS. / SO. FT. NTRAL STO LEASE SPACE MIN. FREE VENT 302.15 SO. IN. SPR. PUMP RM. - - ad 017 014 E R ED 016 1242 SF S OZ VAu-=I 20'-20 , PUMP 7 0 - - GENERAL NOTES , D. THE PERIMETER WALLS OF ROOMS PROTECTED WITH INERGEN musr BE CLOSED FROM THE FINISI-END CEILING TO THE FLOOR SLAB TO CONTAIN AN INERGEN - - DISCHARGE. THE MECHANICAL CONTRACTOR SHALL PROVIDE SYSTEM DAMPERS , K FOR HIS SUPPLY DUCTS UNDER THE FLOOR. SEE MECHANICAL PLANS FOR o LOCATIONS AND DAMPER DETAIL. � P4-9 2>, ELECTRICAL CONTRACTOR SHALL PROVIDE 120V, ]-PHASE POWER ALL FIR F1 E �i I JAN. 019 DAMPER OPERATORS FROM NEAREST AVAILABLE 120/208V POW PANEL, MECN. 018 I 3). ELECTRICAL CONTRACTOR SHALL PROVIDE NT12 L O CO O WIRING BETWEEN THE FIRE -- . DAMPER AND THE INERGEN SYSTEM CONTROL PANEL, COORDINATE WITH INERGEN SYSTEM CONTRACTOR/INSTALLER FOR EXACT LOCATION AND REQUIREMENTS. ❑ EEI I M❑ ELEV. EQ. 020 E UIP. YARD ° SSAIR 2 (GRAVEL) STAFF ❑M LEASE SPACE o23 GENERATOR RAT R I 7780 SF I� 021 i u L ELEV. LOBBY 022 NOTES DDERS TO BI L r C ❑ 1.) BID ONLY 435 CUBIC FOOT CYLINDERS (NOT 572 C.F.) 2.) INERGEN DESIGN MINIMUM N.I.C.E.T. LEVEL 4 3.) SITE SUPERVIS ION ON MINIMUM N.LC.E.T. LEVEL 2 I I _' 1; ION (sTQEET LEVEL) a SCALE: 118" = 1'-0" bi Lj m - co .. M :. uj EL ., . • uj .. • . • . • • ,mlllliu�,_,nlllllue, , lu (/ n cv LL_I z n z J Q W W /V/� 1_1L D LLJ g C, Df IL ®Q ra CID �A cn OQILLL QLm iuo al WU_ u _j>a J _lL Uo J O °o F- U LLI w 1311 0 (L Ii m EL `1 0 m w o Z a 0 w y a W tr Ir 0 W Z D Q r" 0 N 0 z © SEPT '04 THE$ PL S MID NE INFORMATION SHOWN HEREIN ARE 1 E PROPORT W FAIND WNDHlS RNMEY A4lARCIS, PA AND R RWAXTM DI TINS m OSE T$TFDF N ATINE OR N PAW IS FINRFRY PRO- H9RD WIIIIOUf WRRIFN POa®ON. COMM. NO: 040503VB DATE: 20 SEPT. 2004 BY: BORRE7.L CH'KD: PD SHEET NO. FS-1 OF FOUR INERGEN AGENT CALCULATIONS DESIGN FACTOR 0.419 CYLINDER VOLUME 439 CEILING SU AREA AREA LOOR CEILING SUBFLOO12 CEILING CEILING SUBFLOOR TOTAL SUBFLOO12 INERGEN INERGEN INERGEN ROOM NAME LENGTH WIDTH REDUCTIONS HEIGHT HEIGHT HEIGHT VOLUME VOLUME QUANTITY QUANTITY QUANTITY EVIDENCE VAULT 36.417 24.75 10 9013.13 0.00 3776.5 0.00 3776.5 TOTAL AGENT 9013.13 0.00 3776.50 0.00 3776.5 FREE VENTING; TOTAL CYLINDERS 9 DISCHARGE TIME 45 SECONDS PEAK FLOW RATE 14224 WALL STRENGTH 5 LBS. / SO. FT. MIN. FREE VENT 543.86 SO. IN. I I I I I I I I I I I I.I I I I1111 I I VI I I I I I I I I I I I I GENERAL NOTES- I IIIIIII D. THE PERIMETER WALLS OF ROOMS PROTECTED WITH INERGEN MUST BE CLOSED FROM THE FINISHED CEILING TO THE FLOOR SLAB TO CONTAIN AN INERGEN DISCHARGE. THE MECHANICAL CONTRACTOR SHALL PROVIDE SYSTEM DAMPERS FOR HIS SUPPLY DUCTS UNDER THE FLOOR. SEE MECHANICAL PLANS FOR LOCATIONS AND DAMPER DETAIL. Q 2), ELECTRICAL CONTRACTOR SHALL PROVIDE 120V, I -PHASE POWER To ALL FIRE DAMPER OPERATORS FROM NEAREST AVAILABLE 120/208V POWER PANEL. 31 ELECTRICAL CONTRACTOR SHALL PROVIDE CONTROL WIRING BETWEEN THE FIRE DAMPER AND THE INERGEN SYSTEM CONTROL PANEL. COORDINATE WITH INERGEN SYSTEM CONTRACTOR/INSTALLER FOR EXACT LOCATION AND REQUIREMENTS. 0 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 I I I I I I I t f 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 I I I I I I I F L 207 ------------------------------- -------------------------------- ------------------------------- -------------------------------- I J1 - -------------------------- L---- , I 1 I I , I I I I I I CL 0:a STAIR 2 EAEAR LOBBY 1 9'-6" L CLG �CLG� TA ELEV, ELEV. 0 0 71ELEC. MEN ROOM 203 214 UNISEX WOMEN 2 55 204 SOFFIT 4 AILY VAULT 208 _q0 (� PE------------ N FFI L__________________�IJ WOMEN STAFF F 21j ELEV. i — n ELEV LOBBY II M EN 3 U PP Q E S I SCALE I/8" = I°-O" i STAIQ PI INEAR DIN jETAL ulluillimiu- PUBLIC RECEPTION 9'-O" CE CLG I I I I I I I m J OFFICE 224 OFFICE 223 I I I I I I I I I I I I I 1 I I I I I I I I I I 0 -6" LY 41UDIO AUDIO �27 ---------- IEWING 226 0 Ll I , I I a 1 STOP 0 219 232 O I 1 OBREAK 220 Z O � J , , J �n� (SECOND FLOOQ) NOTES TO BIDDERS I.) BID ONLY 435 CUBIC FOOT CYLINDERS (NOT 572 C.F.) 2.) INERGEN bESIGN MINIMUM N.I.C.E.T. LEVEL 4 3.) SITE SUPERVISION MINIMUM N.I.C.E.T. LEVEL 2 W Y a Z I W in W Q tD V) Cl) Q ® m N LiM rM Co cn V) coo o F d Z� I Z W U 0 Fy a0� Z J N U I� CL=Ld Z I_ J Q >-m O W J a ci�OZ m O W co > a V) V^,J L..IL D I 0 O ®, tl1p&_ IL ® i co Q D � co �? C)Qu- �[m W W Lu_0 UUw >>FL JIL Uo -10~- of � °° H Ld x 0_ O LL THE INPDRNATION $HO HEREIN ME THE REPEM W Dwr® ORIQ8l5 WKET AWC&7% PA AND RDMD1MDr1 DSMOSLM 0 IRE TNEREOf N NTpIP OR DI PARE 6 W1 y PRO- mm wmw � COMM. NO: 040503VB DATE: 20 SST. 2004 BY: 90RREi L CH'KD: PD SHEET NO. FS-2 OF FOUR ' t BALCONY I BREAK DARK 305 I 302 PRINT CAMERA 303 3 07 � I I � I I I NO CM CM CLG. CLO CLOS. 306 ------------ 304 I,I --------- z O r___-_--_-_ OPEN OFFICE c) m • • HI INERGEN AGENT CALCULATIONS DESIGN FACTOR 0.419 CYLINDER VOLUME 439 CEILING SUBFLOOR CEILING SUBFLOO12 TOTAL AR AREA CEILING SUBFLOOR CEILING SUBFLOO12 INERGEN INERGEN INERGEN ROOM NAME LENGTH WIDTH REDUCT ONS HEIGHT HEIGHT HEIGHT VOLUME VOLUME QUANTITY QUANTITY QUANTITY COMPUTER ROOM 20.25 18.75 9 1 3417.19 379.69 1431.8 159.1 1590.9 FREE VENTING DISCHARGE TIME 45 SECONDS PEAK FLOW RATE 6321.6 WALL STRENGTH 5 LBS. / SO. FT. MIN. FREE VENT 241.72 SO, IN. TOTAL AGENT 3417.19 TOTAL CYLINDERS 4 GENERAL NOTESI v v 1). THE PERIMETER WALLS OF ROOMS PROTECTED WITH INERGEN MUST BE CLOSED FROM THE FINISHED CEILING TO THE FLOOR SLAB TO CONTAIN AN INERGEN DISCHARGE. THE MEC ANICAL CONTRACTOR SHALL PROVIDE SYSTEM DAMPERS FOR HIS SUPPLY DUCTS UNDER THE FLOOR, SEE MECHANICAL PLANS FOR LOCATIONS AND DAMPER DETAIL. 2). ELECTRICAL CONTRACTOR SHALL PROVIDE 120V, I -PHASE POWER TO ALL FIRE DAMPER OPERATORS, FROM NEAREST AVAILABLE 120/208V POWER PANEL. 3). ELECTRICAL CONTRACTOR SHALL PROVIDE CONTROL WIRING BETWEEN THE FIRE DAMPER AND THE INERGEN SYSTEM CONTROL PANEL. COORDINATE WITH INERGEN SYSTEM CONTRACTOR/INSTALLER FOR EXACT LOCATION AND REQUIREMENTS. 9 1431.80 159.09 1590.89 / OFFICE 317 1 I I I 013 STAIR 2 CLG 0 UP_ STAIR I 9'-6" CL NEA DN - �ETA 8'-6" �I / CLG EL. ELE ELEV. 8'-6" ELEC. MEN 310 PUBLIC AR A CLG.- ® 309 UNISEX WOMEN 313 311 LL HI THIS TESTING ROO IS NOT PROTECTED BY INERGEN. cLos TESTING J N. g2 s 2 322 C ICE 315 PEN OFFICE 314 ------- I I I I I I I I 8 - '- SO FI z _--___ _—J O J r Q I I m I ,0 I I 0 I I I L 411 �a 324 L S. 3 3i --7 L____--_-___I.. 0 r UNISEX BREAK I 325 O PUTER 20'-3'--------- 26 UNISEX 1 I I I I O TRAINING 327 mQ suppQ ;* A • NOTES TO BIDDER I.) BID ONLY 435 CUBIC FOOT CYLINDERS (NOT 572 C.F.) 2J INERGEN DESIGN MINIMUM N.I.C.E.T. LEVEL 4 3.) SITE SUPERVISION MINIMUM N.I.C.E.T. LEVEL 2 w Z D_ W m W a Z)to NO1)o N M N N o 0 ~Q`t z� Z W Q o L p - 0) CL0N F V N CL LLJ v Z H J Q �DO w J Q mpz L>7w= w (JO>a W N yJ 0 U uJ Q i— O J 0Q CIO Z!um Oar Ua`L �m W� W U >>a _ el LL. Uo J 06 Co U Ld o w CL o LA_ m a Y 0 m W O En z 0 0 � m w w 0 W Z D a 'n 0 N - 0 z © SEPT. '04 THESE PEMs Mo THE INFORMATION SHOWN HEREIN ME THE � 6 FOOlO DNRIRl9 B AWSEMrs PA MO REPROMNOKK . DOiCIO%M M ME iFF]SDF M NiWIF OR M PARf 6 OPHF$r PHo- �Im wmlour wRmEN PETM®ON. COMM. NO: C40503VB DATE: SE°T.20 2004 BY: SORRELL CHOW: PD SHEET NO. FS-3 OF FOUR O BALD CONY O Elul] -- WF ELEVATOR LOBBY o 401 406 I rt, I ❑ J ' 403 404 ------ ad - - - - - - 408 =T6 00 OPEN OFFICE ELEC. MEN 409 410 411 P LCD UNISEX P OMEN - - - - 1 4I4 1 c3L 415 416 4� IL I I oqo OL i I Q CO m boaI I (o 0� ! ( OF 1OFFICE4 3 424 El MECH: 425 U Q 426 INERGEN AGENT CALCULATIONS DESIGN FACTOR 0.419 CYLINDER VOLUME 439 CEILING SUBFLOO12 CEILING SUBFLOOR TOTAL AREA AREA CEILING SUBFLOO12 CEILI G SUBFLOOR INERGEN INERGEN INERGEN ROOM NAME LENGTH WIDTH REDUCTIONS HEIGHT HEIGHT HEIGHT VOLUME VOLUME QUANTITY QUANTITY QUANTITY ROOM 407 7 7.083 10 495.81 0.00 207.7 0.00 207.7 TOTAL AGENT 49 . 1 0.00 207.74 0.00 207.74 FREE VENTING TOTAL CYLINDERS I DISCHARGE TIME 45 SECONDS PEAK FLOW RATE 1580.4 A WALL STRENGTH 5 LEIS. / SQ. F MIN. FREE VENT 60.429 SO. IN. GENERAL NOTES; D. THE PE12IMETE 12 WALLS OF ROOMS PROTECTED WITH INERGEN MUST BE CLOSED FROM THE FINISHED CEILING TO THE FLOOR SLAB TO CONTAIN AN INERGEN DISCHARGE. T E MECHANICAL CONTRACTOR SHALL PROVIDE SYSTEM DAMPERS FOR HIS SUPP Y DUCTS UNDER THE FLOOR. SEE MECHANICAL PLANS FOR LOCATIONS AND DAMPER DETAIL, 2). ELECTRICAL CONTRACTOR SHALL PROVIDE 120V, 1-PHASE POWER TO ALL FIRE DAMPER OPERATORS FROM NEAREST AVAILABLE 120/208V POWER PANEL. 3). ELECTRICAL CONTRACTOR SHALL PROVIDE CONTROL WIRING BETWEEN THE FIRE DAMPER AND THE INERGEN SYSTEM CONTROL PANEL. COORDINATE WITH INERGEI SYSTEM CONTRACTOR/INSTALLER FOR EXACT LOCATION AND REQUIREMENTS. FI ED 413 ❑ i : � I I I I I 0 IF-- --J I I I , I I I I V I i �u OAf2 2 1 EE JIIrI -_____J--____ 31 STAIR 2 UNISEX Oe E rILI III O ELEV. LOBBY 434 3 UNISEX 4351 RA 3643 I I I J L I 0 OE3QF,,A f2OO I U P P 1 Oil SCALE; 1/8" = I' -Ow (FOUQTH FLOOD) NOTES TO BIDDER 1.) BID ONLY 435 CUBIC FOOT CYLINDERS (NOT 572 C.F ) 2.) INERGEN DESIGN MINIMUM N.I.C.E.T. LEVEL 4 3.) SITE SUPERVISION MINIMUM N.I.C.E.T. LEVEL 2 11 - • Lj 1� co 00• • Lij . , ' . CL Lj • uj `.. • . . • • . I'Ipm.l111 II'Inu11l'' �alllllllle_n01111111n .nlllllll�������lllllle�" �I'�IIII�III�I�IIIII�II�I�� • V / 0 U W Q z t-- o LL N ,Lo O U Q� �[ ® g W z 8 W U D>a J Uo E � 06 U)°° F- U W 3 x O 0- m a Y 0 m i w o z o2 w y En > W O Z F q n o N _ o z © SEPT. '04 THESE PUNS MD THE INFDRNATDN SHOWN HEREIN ME THE PARIXIY OF MA � RNDLT AWWis, PA I REPRODUDROK DISMO 0 OR BE TEI®F W NTWE OR IN sEla yP HIM WRigUE WRIIHtN pow" N. COMM. NO: C40503VB DATE: 20 SEPT 200 BY: BORRB.L CH'KD: PD SHEET NO. Fs-4 OF FOUR - J � f PLUMBING SYMBOLS LEGEND SYMBOL DESCRIPTION SAN SOIL PIPE OR WASTE PIPE —'--ST--- STORM PIPING — — — — — — VENT PIPING ' COLD WATER PIPING HOT WATER PIPING HOT WATER RETURN G GAS PIPING BALL VALVE IN CEILING SPACE —— VALVE IN CAST IRON BOX` FCOO FLOOR CLEANOUT ® EXTERIOR 2-WAY CLEANOUT PLUMBING KEYNOTES: ❑1 6• SANITARY/SEWER PIPING BELOW GRADE NTH 2-WAY EXTERNAL CLEANOUT. ROUTE AND TIE TO EXISTING CITY SEWER SYSTEM. FIELD VERIFY EXISTING. (266 DRAINAGE FIXTURE UNITS) ❑2 2-1/2' DOMESTIC WATER SERVICE BELOW GRADE WITH SHUT-OFF VALVE IN SERVICE BOX WITH CAST IRON COVER. ROUTE AND TIE TO EXISTING CITY MAIN. FIELD VERIFY EXISTING. (360 WATER FIXTURE UNITS 0 130 GPM) // t• ❑3 SHUT-OFF VALVE IN VALVE BOX ® 4' SANITARY STACK FROM ABOVE. REFER TO SHEET P-2 FOR CONTINUATION. n 3' SANITARY STACK FROM ABOVE. REFER TO SHEET P-2 FOR CONTINUATION. © 3• VENT UP. REFER TO SHEET P-2 FOR CONTINUATION. ❑j 2-1/2 C.W. PIPING UP TO SERVE UPPER LEVELS. REFER TO SHEET P-2 FOR CONTINUATION. 4' STORM PIPING FROM ABOVE. REFER TO SHEET P-2 FOR CONTINUATION. ❑g 10- STORM (10900 SQ.FT.). REFER TO CIVIL DWG FOR CONTINUATION, 10 3/4' U.G. COLD WATER TO SERVE HOSE BIBB. 11 1' GAS PIPING TO SERVE WATER HEATER ON FOURTH LEVEL SEE SHEET P4 FOR CONTINUATION. GAS PIPING IN CONCEALED SPACES SHALL BE SLEEVED AND VENTED TO OUTSIDE. 12 REDUCED PRESSURE REGULATOR SET AT .5 PRESSURE FOR 7'-10' WATER COLUMN. 13 GAS SOLINDID VALVE CONNECTED TO FIRE ALARM SYSTEM. t4 1' U.G. NATURAL GAS SERVICE PATH REGULATOR/METER. (SET METER FOR 150 CFH A TOTAL DEVELOPED LENGTH OF 90'-0•) 15 6 PRIMARY STORM FROM ABOVE. REFER TO SHEET P-2 FOR CONTINUATION. 16 3U.G. NATURAL GAS SERVICE WITH REGULATOR/METER. (SET METER FOR 9509 CFH A TOTAL DEVELOPED LENGTH OF 10'-0N) 17 BACKWATER VALVE WITH ACCESS COVER. 16 2' HUB DRAIN SERVING MECH. EQUIPMENT CONDENSATE DRAIN DISCHARGE. 19 4' U.G. GAS SERVICE. (BY GAS COMPANY) r v of _ o I om t;.i �x. wIn Q - Q•� cue '.. _ c DiEj LI 40 a 6 ® J �e 0M1 'u4 i � sxttxxo� t 6 �) WCO T - /4•- ------�}--�- F..f10.� pry S_1 L-1 3 u �tl,1 EWC 1 FOO /" 2-1 2' 1-1/20 1/2' 1-1/2 1-1/2' L _ M" - STREET sc s, PLL- z YvS GAS 1 2 a 3 G w W Q N O NMI Q O Oo m N c Z a L) ?�a, Iw- z $ m®Lnn N � U doh " 0v 0 LaiJ t D w 000 a Z 0 E�r,of00 9 w (D>O-! OCI ASSOCIATE£ IIM .. Ca-MAg Engheera ;' O?W W • Ft Pibms • WoW Pain Such • R. Wmi - 427 C 0twpoFte C rde, State 1625 Alta nonto SP-Fpe FL 32701 W7) 332-M F"-. (407) 332-7704 www.odassomtoo.corn ASSOCI, CERRIF"TE OF AvmOFftMNI Mill o� Lt;f q a � A a, W O x v tigo U Lai ^) O off.. f � � 2 0 p W � 0 � Q � � W M F M O- Z © SEPT.04 THESE PLANS ANO THE INFONA F. SHOWN NEREtN ARE THE PATPERIY a EOWND k DRREN&B, MLC EO ' PA AND REPRDWDTIDNE, OISLl6S m OR yS. s THEREOF IN NHOLE OR IN PAR! IS ETPRESSIY PND-" g 1411M WRXOirt WRM PER IW.D . 9f} ! COMM. NO: 040S03* DATE: 04 ✓400Y, 2005 BY: RC CH'KD: Rk SHEET NO. 1 OF 11 61 im w 8RE119 27.f. r,W10m�'� �d .... I�i{ I 1 fs#-FeaifF' �"PteS � 4 L-f ...,.,.—i� III r„ OPEN officE 0— I i � ROAM MIRgy E�Ej 11� g c-" try V T qa(s 33 I, 51MAll I el4As ELI C ROUTE 2' COND. DR PIP6"M""CO*ER— LEVEL CEILING SPACE. ° ND TIE TO STORM PIPING WITH ELBOW DOWN. 8 0 4j rk , OBW Valli 1 I ' 3/4" 3/4i 1 1 I II1 I 1 III 1 II 7 M 2" ILL ( $7AAF I-. Vp t Aak,-Iclf pf/s/le i°4lrl#o earn%7 3 1� C3 Ell 5 :7nfrr: F 4s, 3 4 1 r�x..........,,� ...._......... 1 , 3/4" r ollf1 ;1 PpiT:1t.£/itlY 4. I � , fjd jj 1 2' 3/4" 2 3 ! ..............._._, I I+ i - i 1 BALANCI VALVE w :,: N _.+.; = ",.",R W I \ loltalm e SANITARY STACK FROM ABOVE. REFER TO SHEET P-3 FOR CONTINUATION. ❑2 3" SANITARY STACK FROM ABOVE REFER TO SHEET P-3 FOR CONTINUATION. ❑3 3" VENT STACK. REFER TO SHEET P-3 FOR CONTINUATION. ® 2-1/2" C.W. PIPE UP TO SERVE UPPER LEVELS. REFER TO SHEET P-3 FOR CONTINUATION. �5 4' STORM PIPING FROM ABOVE REFER TO SHEET P-1 FOR CONTINUATION. ©1" GAS PIPING UP TO SERVE WATER HEATER. SEE SHEET P3 FOR CONTINUATION. ❑7 6' PRIMARY STORM PIPING FROM ABOVE REFER TO SHEET P-1 FOR CONTINUATION. [fl2' HUB DRAIN SERVING MECH. EQUIPMENT CONDENSATE DRAIN DISCHARGE. OCI ASSOCAM$ #VC. Cmmiblel En9kaws a& -,do • Ft Ptwm • Wed P&M Beed1 • Ft Mfo", 427 Centerp=te Cede, "o 1825 Ahffmte WN FL 32701 (407) 332-M Fwa 407) 332-7704 www.odeseoeietee.ean cr�rrAOA�e aF AufIW11RATpN iBlal w J Z m w tw- 0 Q, N o N Q L) O oo N to m N N oD o.. >0 I Z a U �, J_uj Of F- z m 0 at) J N U a=ice Z. w. �w Z >- m Lj mdz J a w0 w cD > a J Q w I � O a j M v C cV ti o f- U W 0 Elf O 13- I - 0 � N ao z Vf O [L Z � � F Q O Z © SEP( '04 THESE PVJ15 AND THE INPORMATN)N SHOWN HEREJN ARE THE PRMFV W EDWND h DNRENW. ARCHMEm PA MD flUMMODM DISCLOSURES DR VSE TNE111W IN W OR IN PARE 5 EfPPM, PRO- MIINIED WIfiWx AITTSN .KRMISSKKI. COMM. NO: 040503P3 DATE: 04 ✓ANOARY. 2005 BY: Re CH'KD: KR SHEET NO. P-2 a TES 0 F 77 INC. Q .1 FQ (D a; o II h�r LLI.'J � L-J O ` I ...-�. -S c 2 Y /i �w,....,..,..w�...,...�..�,�..,...,_,mr...,.. 5 - rr J�T` a. 4""� r,. .......................... ....._,w.......—....e„ i ,�$�' �...,, ��s�'....." r ���.� iy i 9 $ i.,.� 6Y AA FIFA T �� ff R001L s - OPEN offlef 6 d i iG 4 ED e - _ __ _._ - _ _ ------sill { 3/4 4 a 8^ # 5 fA � b, ._n. ,.,....,.;.. — i}i}�� gg &« wk # i { 3 3 ..wn^Y""rv3j(+y aEwnv� T — vxmn # ( 5., ......r, ..�...-- ...,.......—w..v.....r.j i #»..,....5 M EN yl � _ _ — w iI PID. r ff--12 rf- 73 } Fps 4 ROUTE 2" COND. DR4 PIPINGIN'"COWEO— LEVEL CEILING SPAC IND TIE TO STORM PIPING N1TH Yt ELBOW DOWN. 8 0 p 0`AP.= VIEWN0 5 ,s a LJ OPEN offiff §' 7./� fC 1 11 /�3/4' 4 3 4 1 � � -9— - ��--�-f• I SAW .3 4" 1 r 3/4" 1" t` O 3/4. 122P 15 yrop tW i d�L PLUMBING KEYNOTES: dt .s ❑1 a SANITARY STACK FROM ABOVE. REFER TO SHEET P-4 FOR CONTINUATION. ® 3" SANITARY STACK FROM ABOVE. REFER TO SHEET P-4 FOR CONTINUATION, 0 3" VENT STACK, REFER M SHEET P-4 FOR CONTINUATION. ❑4 2-1/20 C.W, PIPE UP M SERVE UPPER LEVELS REFER TO SHEET P-4 FOR CONTINUATION. 5 4" STORM PIPING FROM ABOVE. REFER TO SHEET P-2 FOR CONTINUATION. © 1" GAS PIPING UP M SERVE WATER HEATER. SEE SHEET P4 FOR CONTINUATION. V PRIMARY STORM PIPING FROM ABOVE. REFER i TO SHEET P-2 FOR CONTINUATION. j❑g 2" HUB DRAIN SERVING MECH. EQUIPMENT J CONDENSATE DRAIN DISCHARGE. uj J a Z q m w r� Sn fV Q U O � M M m to Do 00 pQ� Z Q Q) U _7 QLLJ I— Z a m00Lo Q Li 4 J -j 4 U f` C- =ui _i < v Z S >- On U 0 wJ Q m O L^ T $� Lo W LE) w > CL (n I w H < U ¢_ W $- O O _ u) fN 0 ' I 4 � Q tg� fz¢ , _i 1 Q JASIXN L E OR... P.E W 427 a31TERP0INTE OR... SdIITE 4E25 (n ALTAMQYTE 9'RUNC$ FL32701 FL REG NO,: PE57743 5 4 j W M Chi � ti. 2 Q V � w t; Q V � N w � O 0 m o 2 o V) w S 1 O . O Z © Sur •04 THESE PIANS AND THE INFORMATON SHOWN. HEREIN AW THE PROPERTY OF EOWND k OMKIMS, wHHECIS, PA MID RE DUCIION% p13CIt5URES DR USE NEW IN WHOLE OR IN PRIE IS EIPREmT PICJ— HIIHTED WRHOUT WRITTEN PERMISSION COMM. NO: 040503yB DATE: 04 JANOARy, 260S BY: RO CN'KD: d'K MAa"C11. SHEET NO. t.onstift Erlgi�eere OFAMb • R Pbiee • Weet AW Beaeh • F[ Myer 427 C:enterpante Cade, SI®te 1825 I I, _ 3 Aftemonte F"E 32701 (407) 332-51W Fax 407)332-7704 wmccleeaocieteecan ASSOCIATES ceamDA,E OFpunanvdaN Wuel INC. OF 11 -.stand ps e and sa er#Ott' ``Y/c Chem 1 2 1 r-ONf W, F r9 aqF + Cl � 1 i I I; �- 5 i .. .. 1=34 � 3/ • ILI E IM fA"8tt f'L <, s^E4R�d � ,es Y I " , r' IMAt! 1 I I 3 1 31d I % ,7e ` Wig31-1 .. Is �---- � OPEN OAPIj�i.��x s (5}' rey57C"tG'$.�f 3 pgd?" ` � ? IRA, CAS`111ER 4 ; 1 �k JEab 3 9 _ .»� r:£.CRC#' C.4.SrYlF,R' Zi 1-1/2 a � £Ld7 � 131 mrf? AWRY PArA I?#m 7 ' _ _ pa - I clog, 323 r3"F�'a r`� ✓� 3 4 1 ___ � ,.. �._ _ . t 2J 'u6tt6r R - ✓2- ROUTE 2" COND. DR PIPIN([:W� 4 1, rAN 3 4 31 LEVEL CEILING SPAC ND TIE TO _ � - — - — - — — - -- �� STORM PIPING WI1H '� ELBOW DOWN. � " *�, '`� - � CvlAf." d, i-^-y x S t1 1 4 SERREff 3/ S...? { 1 R L. F-11 d s All a WCO 2. n."1,. 4� qiJi sty%sn A l f3s �( 2 '. �� "' o ,E ,,,.,..w ;A.rr .C;,? ^-=-"!n�a�T••-^^`^. �� � °mow R'H .: 9Of m offi f PLUMBING KEYNOTES: �1 4' SANITARY STACK FROM ABOVE. REFER TO SHEET P-5 FOR CONTINUATION. ❑2 3- SANITARY STACK FROM ABOVE REFER TO SHEET P-5 FOR CONTINUATION. ❑3 3' VENT STACK. REFER TO SHEET P-5 FOR CONTINUATION. ® 2-1/2' C.W. FROM BELOW WITH 2- UP TO SERVE 4TH FLOOR. REFER TO SHEET P-5 FOR CONTINUATION. �5 4' STORM PIPING FROM ABOVE REFER TO SHEET P-3 FOR CONTINUATION. 1' GAS PIPING WITH QUICK DISCONNECT TO SERVE GAS WATER HEATER. GAS PIPING SHALL BE SLEEVED AND VENTED TO OUTSIDE. �7 1" GAS PIPING TO SERVE GAS WATER HEATER. GAS PIPING SHALL BE SLEEVED AND VENTED TO OUTSIDE ❑B B" PRIMARY STORM PIPING FROM ABOVE REFER TO SHEET P-3 FOR CONTINUATION 2" HUB DRAIN SERVING MECH. EQUIPMENT CONDENSATE DRAIN DISCHARGE. OCI ASOCIAMO INC. Ca tilt Ergio a 01w* • R pw" • Wed Pdc Bach - R Myer 427 Centerpahte Cede, "o 1825 ABemonte FL 3270i (407) 332-5110 Fex� 'N 332-7704 mmodaesociates.com CER0VATBC AVMOIQAM"*M w J Z mW -0) d No Q O m m N o Qd� Z d v I J—Q1 w F— o Z m0LO d a ta_ , 0 N CL Z � Q v Z FW- J �m w -� d xw0 Lo w S LLJ ct1 > a :iaiilmik" Alll1111h �I ���nillllllllllllilpin��� w V r 3! g = J x v I< 0 f- U LaJ "3 x O 0- Li 0 w z 0 o � > rs a w N � 0 Z © SEV7. 'O4 THESE FW ANO THE INFORMATION SHOWN HEREIN ARE THE PROPENIY Y E=W " DWEN114% MPJIIWs. PA MDRETR 00N% DISOEOSIIRES OR l` THEREOF IN WHOLE 0 IN PAN M DPH Y PH Ifl O INW) T "[17EN PERMII COMM. NO: 040503VE DATE: 04 ✓,100y,, ZOOi BY: Re CH'KD: Ka SHEET NO. a TES O F 71 INC. € VE-1r"1 1 3�W4NNW ARM =71 a 5 r OPEN Offira, Am 1 #1 e 1 3q 1 EWI WCO Lei =-_ L„,I OPF tilt ifs IfIftirk 1f. RG ,r f Offlef 43D Oflr =j RITS t p Ez L.a � Ili _... --_ -<. -- zv EILI ., 1 1 (7 w 3" �r Fib 3/4! hie E�T j rr / 1. ROUTE 2' COND. OR7ilN PIPING IN LOWER LEVEL CEILING SPACE AND TIE TO STORM PIPING WITH AN ELBOW DOWN. I 1 µ � 1 1-1/2" 1 6 ; 3/4. 3/4"S A_ 1 I 3 heq {J� [C I X I 1 i �- W--1 � �,•..._ j LANCING ,a� �t-- b 1 r a ;6p AW ROOM k PLUMBING KEYNOTES: ❑1 a SANITARY STACK FROM ABOVE. REFER TO SHEET P-6 FOR CONTINUATION. �2 3" SANITARY STACK DOWN. REFER TO SHEET P-4 FOR CONTINUATION. 3" VENT UP. REFER TO SHEET P-6 FOR CONTINUATION. 2" C.A.. PIPE FROM BELOW. REFER TO SHEET P-4 FOR CONTINUATION. 4" STORM PIPING FROM ABOVE. REFER TO SHEET P-4 FOR CONTINUATION © 6" PRIMARY STORM PIPING FROM ABOVE. REFER TO SHEET P-4 FOR CONTINUATION. ❑7 3/40 COLD WATER PIPE UP TO SERVE HB-1 ON FIFTH FLOOR LEVEL REFER TO SHEET P-6 FOR CONTINUATION. ® 2" HUB DRAIN SERVING MECH. EQUIPMENT CONDENSATE DRAIN DISCHARGE. W/ MSSOM4= AC ConeLdit Erstm ra OW40 - Ft Pkrae Wed Pain 8"ch - Ft AepI 427 Centerpointe Cirde, Slice 1826 ARamonte FL 32701 (407) 332-M Fax 407) 332-7704 wwwAmanociatasI CE IM"M OF AVnGVAT" MPe W J Z ° ^o m w �m a 50 fV Q U O tofN co M K} m N o p Q Z a' c ��—� c, W i- Z m O Ijr) W, Q a fL ^ to h S <LLJ U Q Z m J a I,i, DIoz Q 0z O T W (I > 0_ :.i N 42AL W a O j � Q l.! v moo U LLJ 0 _ p 0- Li 0 W O Z � O In w a� w 6 ~ N � f C7 Z © SfPr. `04 HESE PA 5 a p THE INFORMATION SHOWN HEREIN ARE 'ME PROPERTY OF EOUUND h ORIENSAS, WHOEM PA MD REPROOUCHON% DISCLOSUNES OR USE THEREOF IN WNOTE OR IN w IS EVRF$ET PRO- HIBITED WITHOUT iNIMEN PERNISSION. COMM. NO: 04OS03PB DATE: 04 ✓ABUARY, 2005 BY: RC CH'KD: KK SHEET NO. I'- S OF 17 1 I , u-s oCD '. 1 «».........-- »..... .....«...»»----------------- 2—» 9 .m.... f �«w......... #t2 i= 3 ;£ 1 1 1 F 3 ... »�+ "w+...m aAs 1 1 _ � - wx___»-------- M wµ - b 4• 1� w _... _- » »» _ » a("" ......u.»,.,,wr..` ;^» a M w S"q»µ.,........ « I........ it A ... ..».».......... _ 40 £ £ _ mn,>.°ge4,t�, \ 3 I miY d Y YQ PA Pr ` / •�'` @14x1n ' # 5 3 f ✓ � i i *� � f �bv➢ 1 # • F F m'a, �l \lP�. `xx v� bP t 3 6� _� [ ----- ---- --r-il CO ♦ i t Y I4" —ST- —� CO —ST— • — (60 Ew t £ 3 ; 4 4 J fF F 4" 0. }£ ff � �g • ¢S ar f 4" / —ST -- o3• VTR — — — _ -4 £ fAi 3 RD_2 "gym .. PLUMBING KEYNOTES: ❑1 4" PRIMARY INSULATED STORM PIPING DOWN. REFER TO SHEET P-5 FOR CONTINUATION. �2 e SECONDARY STORM PIPING TO DOWNSPOUT Q NOZZLE ON THE EXTERIOR WALL EQUAL TO WADE ;i MODEL 940 AND INSTALL WITH STAINLESS STEEL MESH AS BIRD SCREEN. REFER TO ARCHITECTURAL DWGS. FOR EXACT ELEVATION OF 9 THE DOWNSPOUT NOZZLE. ;Yb°J ' ' A F 6' SECONDARY STORM PIPING TO DOWNSPOUT NOZZLE ON THE EXTERIOR WALL EQUAL TO WADE o MODEL #3940 AND INSTALL WITH STAINLESS STEEL MESH AS BIRD SCREEN. REFER TO a ARCHITECTURAL DWGS. FOR EXACT ELEVATION OF » THE DOWNSPOUT NOZZLE. 6" PRIMARY INSULATED STORM PIPING DOWN. REFER TO SHEET P-5 FOR CONTINUATION. F 5 3/4' COLD WATER PIPE FROM BELOW, REFER TO _; ❑7 REFER TO DETAIL 4/A-11 FOR DETAIL OF ;F OVERLOW NOZZLE• w J p Z m N Ui O i H Q0 Q ONO fn N Q O at°o M M m N Z a _ Cn Z < Lo m0Lo p v cN CL J Qv Z m 1w, r m .. J Q L.j =oz I.f)W- w p ifl > C 1 J Q W to —ST®® T— — — RD_2 (750 SQ.FT. (1100 SQ. 6• F; 6 -- 4. (700 SQFT) — — — —� ST------- ----� f-sT i qE — f 3F F3 a f (7 .) ( ) (1 U bU.FT.) _I ICO ' `" `' ` ' ' GENERAL NOTE it FF i t I RD 1 1, INSULATE ALL HORIZONTAL RUNS OF THE PRIMARY f ° (1300 SQ. � s F F ` ` 1 e : i I ROOF DRAINS. i ,M1 i � 1 4 �. � ....�. � — ....«,.. .......w.........»......a«..«......e......m.,....«..».e..,...»..........».......,...0 ....».»...............e.e,...........,..........w....a......m.......»..«.m».,.®.......,....v«............ ...aYdf I £ F I f �i .Ft) 4 2 CO I E ` E t f P C t I F f 1 p {£ V b t a i S t k s� s Y' 4 gD 1 1 3 3 A t a£ ( 4• ,f f I -- --- T) -s— _� _— r -sue- ,� — — � � W CD RD 2 s F f i £ f i �I (750 SQFT.) (900 SQ FT. 0.E ..»...„.... «......... ... 03" VIR «..,, mr. En Vl 6• 1 C011—y- ST --—---ST---SST— 3 8 f o 1 t- 5e - • '' 6•iE 3F 4 1 q . 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NO: MS63PB DATE: B4 JANOARY, 1005 BUILDING PLANsP-y — a BY: RC PUI SCA` 1/8" = if"`C" CH'KD: KK OCI AS90CYAi INC. SHEET NO. ConsUOV Eng wws Orhmb • R FWWVO - Wed PUn Samch - R Myer 427 Cenlsrpo&Ete Circle, Stdo 1625Al"non— 327 (407) 332-SIIOt� Rex 407) 332-7/04 V www.odaeacclat".cornASSOCIATES O F 77 e{vcvc. r ` ♦2' \ I I 2'-�♦ �.`'I \\\ I I \\ 2' 3"VTR ♦ 1 I 2 -+ .� 4TH FLOOR ♦ 20 1.=1 I ' ` �Ib \ i WCo I i 2'—+ \ / 2 JI 3• %i 3jVTR C I 30 3" 2-�h♦�\ 1-1/2" L=11 1 I \ \ \ ♦ \2. I ♦ \ `9 2" 1 2'-4'\ `2 1 3" 14TH FLOOR 1 3RD FLOOR \ ♦ \ , I \ ♦ I I 6i \ 2" 4• zl;I WCO ♦ \\\ UD I \\\ I I 2"�\ EWC_2 3' ��\ \♦ ( \� 2 lam= I �� 2" 2 i i� 1 2\♦ \♦ 1 /� i �WCo 1 i 2�\4 r\ , 1 ♦ y , fD 1 I 4TH FLOOR 1 ( 1 2' , i 3• i I 3' 3• 1 Y�12"�I,\ ♦ / 1_1/2• i 2 �---2.1 1 1.1 9• \ -1 2 3. 2' 100 1 \ 2• 3• 1� I \\ 2 4" M8 j I 2"♦ j 2 3RD FLOOR FD_j 3• I 3 2ND FLOOR `�.a I 1 ♦ r2• 4' Wco Q 2- -2- 2• Ell�2 \ 4I �WCO 1 I 2•� \ �2. 4" 3, fD _l. 3RD FLOOR � ♦ I I I 3' I ♦ " \\2. I ♦\♦ 1 \ ^ 1-1-1/2. 1 � 1 3' I .S-1\I 4" ld@S ♦ \ \ ♦ i 2•-+\ / 2� � `S" �!D FLOOR \ ♦ ,C 1ST FLOOR 2 ♦ \ 2• 1 B \ 2• 4. I WCO ♦ \ ♦ \ ♦ I I 2"� \ 1 EWC-2 WCO I NCO \ `> i 1 2ND FLOOR \ .`♦ 2 VTR ♦ \ \ I I I ` '� L\ 3. 3' WC-1 1 wc-12♦\�1-1/2' 2' '�i 3VTR /ei ♦\\ 1 2�,� 2" �� JN�1 I i !.1 ♦v i 30 3" JI s \♦ I �� " "i Ldf� 1 1 ♦ ♦ 2. 1 i 3. 2� , , 3' �-1-1/2" \ ♦ 2' r s I ^ 4" �\ \ \ 4TH FLOOR I 2 x�' 1-1/2" 1�] 3" 1ST FLOOR I A� 2=fi > ♦ 2 ♦ I ^ i 1 a" i WCO �O I� I i i \ •k \ le ' 11 4—1-1/2� � I L_l. I EWC-2 3.I �1_t/2, 20 � � i I Y —T WCO 1ST FLOOR 2 \ ♦ 2—� I WCO 1 1 �2. (� ` EL-1 2 / 5-1A \ \ I 2• I STREET LEVEL 2VTR 4TH FLOOR - 1 2. FCCO 3. I 3' 3 I yl�tl �� t / 2 3',�♦ 2 - + 30 .01 4• SAN— ♦ , 3" \ ♦ 2 2 (� i 3RD FLOOR FlZ_1 ;10 �3-1 -1-1/2 • ( i ' r STREET LEVEL ( ^ ♦ .�3'\ II -I J III� xi ♦ 1_1/2• ♦I ♦ \ ' ' 3 +1—2• —2\-23" 2 3RD FLOOR 3 7 . ♦\ 2. • WC- ral I(I� EW\C-1 ♦21-1/2FD_l 6" " L=1 \3 FD-1 WC-1 3. ♦2" 2- 3L-+ 1-1/2 Wco 2 3 \ 1 \ 1 2" I I I� FD _t r +-1-1/2• \ I 2ND FLOOR 1 I I 11 I ♦ ♦ I 2 2" 3" 2ND FLOOR I I S' ➢lei. L. STREET LEVEL Wco m , . 3` 3" w_t WCO-1- 1ST FLOOR 11XFI24 m 6" SANITARY/SEWER PIPING BELOW GRADE WITH 2-WAY EXTERNAL CLEANOUT. REFER TO CIVIL UTILITY SITE PLAN FOR CONTINUATION. (266 DRAINAGE FIXTURE UNITS WITH INVERT ELEVATION 0 44" BELOW FINISHED FLOOR) - PLUMBING OCIABSOCUTEAR M. NTS camift Ehohoo' OMvab • FE Pkrm • Wad POn Borah • Ft Wom 427 Centsrponts Circle, Sits 125 Altamonte Sprkg FL 32701 (407) 332 5110 r 407) 332 7704 "M.odaaaodateaeom CORMIC MWAMPIOWA4o140M w J Z m w wW U) Q O N O �MN Q U O DD m N o p< Z a 0 JLli C F- z a m O to Q J N U n' _ F_ J Q v Z J Q w �OZ CkfO (D>CL w n z S � a jw � a z j =w Cv ti a � F- U w CC O EL L� 4 Q SEP1. '04 THESE PIANS AND THE INFORMATION SHOWN HEREIN ARE THE MPEM Y fl1WND k OPofEN&5, MCf!rtEC":, PA AND FEPRDWOM. aSCLO51:RE5 ON USF REREOF IN I'Ma M IN W IS EVRESSLY PRD-- HISRED YI1M9 Mm. TcNNISSIDN. cpM.M,, Np:,_44i0503PB DATE: 04 ✓ANUgRY, 2005 BY: RC CH'KD: KK MSHEET NO. P-7 4 C. OF 11 SHOCK ARRESTOR SCHEDULE TYPE A SHOCK ARRESTORS - ZURN SHOKTROL, SERIES Z-1700, SIZE #100 TYPE 8 SHOCK ARRESTORS - ZURN SHOKTROL, SERIES Z-1700, SIZE #200 o � o \ ♦ �3/4" ♦ �♦ A AA � / 3/4" T 1-1/2=nI' s —4� SEE SHEET P-9 FOR I A CONTINUATION. ' �� �\ ♦ 2-1/2" �1• A A VVV 3/4° U.G. COLD WATER 70 SERVE HOSE BIBB. i / ' ♦ .4, , , , %` t 1/2 -1 ' ID �__ 3 4 \ ♦ 3/4, ♦ , . > • 3 4' . �- 1 /2" ' ? A HEJ , < yr ♦ ♦ '1 V A ED LI- 3 4" �l 3/4" \ �' u / VALVE NG 1/2" >-5 �' VALVE t J ALI Hsi 1/2' TRAP PRIMER PIPING. (TYPICAL) TRAP PRIMER MOUNT WATER HEATER ABOVE MOB SINK. 3/4" I (TYPICAL) REFER TO DETAIL ON P-71. ' / \ SHUT-OFF VALVE IN VALVE BOX A . \ 3/4" 2-1/2' DOMESTIC WATER SERVICE BELOW GRADE MATH STREET LEVEL DOMESTIC WATER RISER DIAGRAM PLUMBING 1 LUMBIIA' GG REFER OFF VALVE IN SERVICE BOX WITH CAST IRON COVER. REFER TO CIVIL UTILITY SITE PLAN FOR CONTINUATION. (360 NTS �l WATER FIXTURE UNITS 0 130 GPM) rn v 0 C7 M oern ELo n O � J C1 a LO Z 1— f— .w En O _ E` A ♦ \ ♦ e 3/4' 3/4 L ♦ 3/ / e / ♦3/4- �/ , 3/4' ' OC/ ASSOCIATES M. "ndo • FL Rww • Wed Pdn Beadh • ft Myers 427 (:enterp to CFde, &Fate 1825 A emenle &priEae FL 32701 (407) 332-51W ac t407Y332-7704 www.oda"odateaewn CeMVWA7E W ANnDIQAT10n ~i ASSOCIATES INC. i W -i v, a ° Z_ m w coo V) Q 0 N O Q U O w rr N m -Z a o _j W I— p z a m0Lo J 0 N a= LLJ Z= U J Q W ��O to W S w co > n-. J Q W co 1 j � ao� a W V � f- C� W U: O CL F V z 0 r F e a 0 z _figg © SfP7 '04 THESE Pt NS nHD I THE INMRNATON SHOWN HEREIN ME THE 1 PROPFATY DF EOWNO k ORREN%S, PACNi:SYS, 5 PA AND-REPROOOCTIONS, MRp.O50RE5 OR VS: e THEREOF IN WHOLE OR IN PAT LS E RMY PR - I HIDRm WITHOUT WRITTEN PERNISSION. COMM. NO: 040503PE DATE: 04 JASIARY, 2005 BY: RC CH'KD: KK SHEET NO. OF 11 AA /2" 1 /2• t ` e 1/2"- JIB mIMB-1 e " °� ` CP e / . e AA EWH-2 3/4 1/2' ' 1 `` e MOUNT WATER HEATER ABOVE MOB SINK. REFER TO DETAIL ON P-11. 3/4• ' i AA e e ° —SEE CONTINUATION THIS �. �� 1-1/2' btC-L�jy WC -I 1• 1 SHEET. 1/2Y L-I 1/2' �j / . 3/4' 1/2" 1/2" TRAP PRIMER 2• r / PIPING. (TYPICAL) TRAP PRIMER �/ (TYPICAL) 2-1/2� '� FD 1 1-1/2• SEE CONTINUATION ON ` SHEET P-8. 3/4' m\� i o i 3/4�'` 1 s I 0 3/4' \ ` 13/4-°v 1-1/2° > ` ` 1/2' 1 WC-1 1 \� �\ Y ` 1/2Y 1/2" 3/4' �3/4Y ` 1 1./2• i 1 BALANCING 3/4" /1 VALVE SMOCK ARRESTOR SCHEDULE TYPE A SHOCK ARRESTORS - ZURN SHOKTROL, SERIES Z-1700, SIZE #100 TYPE B SHOCK ARRESTORS - ZURN SHOXTROL, SERIES Z-1700, SIZE #200 ESTIC WATER NTS 3/4'-A 5 1 O 3/4 3/4 / / r e a AA / 1 O ` ` VALAVE 1 1-1/Y SEE CONTINUATION ON `` /" _1/2• lh�], --t 1' i SHEET P-10. // fD 1/2 L-J. ♦- WC-1 `. 1/2 1/0 .// 1/2• _ 1-1/2" FJYS`2 - 1/2" TRAP PRIMER e 2• - ,' / PIPING. (TYPICAL) TRAP PRIMER 2-1/2' ED / (TYPICAL) 1 � ` 1_1/2• SEE CONTINUATION THIS e ` SHEET. e ` B 3/¢• i-1/2' �A 1 �. �3/4• .` ix '/2YNQ -- ` d .��--�1• `b 3/4" 1 1' EWH--2 MOUNT WATER EATER ABOVE MOB SINK. REFER TO DETAI ON P-11. FLOOR DOMESTIC RISER DIAGRAM - NTS OC:I ASSOCiVER INC Cmwt*g Er*wem akmb - R NNW • Wed Pan Beach • R *we 427 C:enterponte Circle, Sute 1825 AHemonte Sprkg FL 32701 (407) 332-5110 Farr• 407) 332-7704 wwwmdaaaoafateacom Li J Z ° m vi W o LJ <( I--� 5 EJ a L o C, m N DD p Q Z a o E _ as LIJ F- Z a ro to O Lo W F Z X i- cc .. J Q W �OZ 0 In w O W to>a_ n z F J �G = � o ao� m a v � C v �o� U LLJ X a (L L� w rr N Z o 0 o N i > o' z � � N I 0 Z © sEpr _'04 THESE P1.1 .11 THE INFORMATION SHOWN HEREIN ARF ME PROPERTY OF EDWND k ORIIENP , ARC'riiECTS. PA AND REPRODUCOONS, 015 DSURES OR USE RIEREOF IN W OR IN PNO IS EfWR Y PRO- HIBITED Y41HOVf WRRIEN PERMISSION. COMM, NO: 040503P8 DATE: 04 ✓404RY, 100s BY: RC CH'KD: Kt( SHEET NO. P-9 OF 11 AA A BALANCING 3/4' s JVALVE / 1/2•1/2� 1/2'��` e e A A 3/4• `;� 1/2' Q�e A roll 3/4 o 3/4• 3/4 /� 1/2. w ' w , /! o 3/4' e � 3/4- _3/ 3/4��` �/ 3/40 ♦ � �1/2n A3/40 , e ` ` /2•YO le Z ♦ 1-1/2' SHOCK ARRESTOR SCHEDULE TYPE A SHOCK ARRESTORS - ZURN SHOKTROL, SERIES Z-1700, SIZE /100 TYPE B SHOCK ARRESTORS - ZURN SHOKTROL, SERIES Z-1700, SIZE #200 SEE CONI1NUA110N THIS ;/,' 1-1/2' YLG_t 1" 1 SHEET. L-1 2-1/2 3/4' 3/4'� / �' 1/2' A E�2 1/2' TRAP PRIMER `♦ 2• 3/4• `�� PIPING. (TYPICAL) TRAP PRIMER 2-1/2' •' • 1/2' (TYPICAL) I /� 1-1/2' 1 M SEE P-9 FOR CONTINUATION. T ' .' ♦`' e �B M�1 o CP-1 \` 1• , �i/2. f%p w" EWH-2 3 f4• ,`� MOUNT WATERHEATERABOVE MOB SINK, REFER TO DETAIL ON P-11. 3/4' . s e ' 3/4' AA 11 . - 3/4" � 1 WC-1 � ` A o ♦ i ♦ a ED. 1/2 1/2' 1/2' 3/4- )ell � iR PLUMBING NTS SEE CONTINUATION SHEET. A AA BALANCING i ` ♦VALVE 1/2 1/2. / ���1/2' 1 3/4'-- e A 3/4'� ♦ ` � 3/4' 3/4�•♦ ♦� V 1 \e 3/4-�/� 3/4' o . `� ` i � � 0 3/4• /� • / 1/2" AA 3/4' tea, 3/4" 3/4' 1-1/2" ♦1 3/4' ' . EQ 1/2" L_1 �� WC-1 e 3/4' i 1/2' , . 1/2" TRAP PRIMER 2• / PIPING. (TIPICAL) i 2' ♦ .�� Fp 3/4"� A A 1-1/2" CP 1` ♦ 3 -1 1/2' 3/4•J ` . 3/4 J i wc' 1�.1 �c �-2 ♦ ` WATER HEATER ABOVE MOB SINK. TO DETAIL ON P-11. / 3/4— �:3/4" 3 IA AA ,�,♦, 3/4. e " ` 3/4=� 3/4 1/2' ♦ , EQ J 1-1/20 1� 1/2 E2 1/2' L=i 3/4' �� 3/4' 1/2' ` 4. AA e ' BALANCING /t VALVE <0' 1 /2" LYfGL ESTIC WA EWC-2 TRAP PRIMER (TYPICAL) R DIAGRAM - PL NTS OCI A89=A7M AC. CwisWt v ftfneere "fl* • R ft-m • West Pan beach • Ft ut" 427 Centenx"e (rde, Suite 1825 Altamonte SrF�pa Fi 32701 (4n 332-M Faz: (407) 332-7704 e�cAreaFAunanvw � INC. ASSOC/ATE. w Y a a _ Z m w wO � -� . V/ W Q V O 0 co to M "^ m to o pQ� Z a L) _Ld ern m O to J cV C u v 0 H J Q Z u )-m w J Q XOZ a-O Ld (o> _i Q LlJ 1n a o ryw W M J 2 (v V ti o 0 Cl N 4. F�- O LJ cy- o W Z O O � p U: N � W 0= O W Q � N ^, O Z © sEvr. '04 THESE PLANS ANC THE INFORMATION SHOWN HEREW ARE THE PROPEFIY OF EOLUND R ORHENIMS, AROHREMS, PA AND REPRODUCRONS, M$MOSURES OR USE RHERFOf IN ME OR IN PMT 3 WREBSLY PRO- HI&RD WRHOUT WRITTEN PERM ON. COMM. NO: 0405030E DATE: 04 ✓ANUARY, 2005' BY: Re CH'KD: KK SHEET NO. OF 11 i PLUMBING FIAXTURE SCHEDULE MARK WC-1 L-1 MB-1 EWH-1 GWH-1 FD-1 t S-2 EWC-1,2 CP-1 IMB-1 HB-1 RD-1,2 DESCRIPTION WATER CLOSET- FLOOR MOUNTED (1)(3) LAVATORY WALL HUNG (3) MOP SINK (4)(5) ELECTRICAL WATER HEATER (10) GAS WATER HEATER (11) FLOOR DRAIN (8) STAK.ESS (2 COM STEEL .)SINK SERVICE SINK ELECTRICAL WATER COOLER (3) CIRCULATING I PUMP ICE MAKER BOX BIB, BIBB ROOF DRAIN AND OVERFLOW (12) MANUFACTURER AMERICAN STD. AMERICAN SID. FIAT LOCHINVAR A.O. SMITH ZUR,N ELKAY JUST ELKAY TACO GUY GRAY ACORN HICKMAN MODEL NO. 3043.102 IN AQU E) ' (WHITTE) TSBC60OO STK-030-KK OTH-150 Z-415 "S" LH1722C SB-136 LZTL8C 009 SERIES BIM876 8121 - CARRIER - - - - - - - - - - - - MANUFACTURER - (2) - - - - - - - - - - MODEL NO. FLUSH VALVE MANUFACTURER S.OAN - - - - - - - - - - - MODEL NO. SUPPLY FITTING - - - - - - - - - - MANUFACTURER - (2) - - - ( (2) MODEL NO. - - - - - - - - - - - - QUANTITY - 2 - _ _ _2 2 FAUCET MANUFACTURER - AMERICAN SID. FIAT - - - . ELK Y ZURri - - - - - MODEL NO. - 2385.404 830-AA - - - LK2 Z842X1-AF-CS - - - - - DRAIN - - - MANUFACTURER _ (2) (2) _ _ _ O JUST - - - - - MODEL NO. 7 J-35-BLA-2 TRAP -- MANUFACTURER - McGUIRE (2) - - (2) ( ) JUST (2) - - - - MODEL N0. - PROWRAP - - - - JT-too - - - - - SPECIAL ITEMS (1) WITH ELONGATED OPEN FRONT SEAT BY OLSONITE LESS COVER. (2) PROVIDED AND INSTALLED BY PLUMBING CONTRACTOR. (3) MOUNTING HEIGHT PER LOCAL, STATE HANDICAP CODES. (4) 832-AA HOSE AND BRACKET. (5) 8899-CC MOP HANGER, 1239-BB BUMPER GUARD AND WALL (6) FREEZLESS WALL FAUCET MODEL 14 SERIES WITH VACUUM BREAKER (7) 100 GALLON GAS WATER HEATER RATED AT 150 CFH WITH FACTORY 8) 1/2" TRAP PRIMER CONNECTION AND Z-1022 TRAP PRIMER 0 CH OU PE TE ICA (10) WITH 4.5 KW RATED® 208V/3PH/60HZ SET FOR 110' F. (11) DIRECT VENT/SEALED COMBUSTION, 150,000 BTU WITH CONCENTRIC (12)TERMINATE OVERFLW DISCHARGE WITH WADE 3940 NOZZLE Wllti GUARD. LOCATED WITHIN RECESSSED WALL BOX. SUPPLIED SEALED DIRECT VENT SYSTEM. TH STAIN SS EL ACCESS PANEL. E. I 1 VENT 194451 AND LEONARD MIXING VALVE TM-45fi-20 II STAINLESS STEEL BIRD SCREEN MESH. SEE ARCH. DWGS. FOR ELEVAl10N AND DETAIL THERMOMETER DRAIN VALVE WHOSE BIBB CONNECTION 12W F HW TO FIXTURES REFER TO MECHANICAL DWGS FOR ROUTING CW SUPPLY HERMAL EXPANSION ANK. TEMPERATUR AND PRESSURE RELIEF VALVE t" GAS GAS FIRED DIRT LEG WATER HEATER FLOOR DRAIN 57, PVC EXTENSION, SAME SIZE AS SEWER — nvn nr r.uros PVC 2-WAY CLEANOUT 1. s. UNION (TYP.)- GLASS LINED STORAGE TANK GALVANIZED SAFETY PAN WITH DRAIN -\ WELDED STEEL SUPPORT STAND HINTED TO MATCH EATER ASME T&P RELIEF EWH ANTI -SIPHON VACUUM BREAKER BALL VALVE (TYP.) WATER THERMAL EXPANSION TANK HOT WATER CIRCULATOR UNION (TYP.) HOT WATER RETURN COLD WATER SUPPLY HOT WATER SERVICE 3/4I RELIEF PIPE DISCHARGE INTO HUB DRAIN, WITH 1" AIR GAP, WHICH IS CONNECTED TO JANITORS SINK DISCHARGE WITH SAFEWASTE ,FLOW GRADE 1' SAFETY PAN DRAIN DISCHARGE INTO JANITOR SINK 3m HUB DRAIN ABOVE GRADE ADJACENT TO WALL ADJACENT JANITOR SINK Y DISCHARGE BELOW FLOOR JANITOR SINK IN ALL AIL NTS PLUMBING GENERAL NOTES: 1. THE CONTRACTOR SHALL MSIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE SITE AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BECOME FAMIUAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF THE 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 OF 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 DRAWINGS. 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 SITE U1IUTIES, ETC., PRIOR TO BID AND INCLUDE ANY DEVIATIONS IN THE CONTRACT. 2. IT IS THE CONTRACTORS RESPONSIBILITY TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS WI1H SITE PRIOR TO BID. COORDINATE ALL WORK WITH CONSTRUCTION MANAGER. THIS CONTRACTOR SHALL FURNISH ADEQUATE FORCES, CONSTRUCTION PLANT, AND EQUIPMENT, AND SHALL WORK SUCH HOURS, INCLUDING NIGHT SHIFTS, OVERTIME OPERATIONS, SUNDAY, AND HOLIDAYS IN ACCORDANCE WITH THE OWNERS OPERATIONAL SCHEDULE IF THE CONTRACTOR FALLS BEHIND PROGRESS REQUIRED IN THE OPERATIONAL SCHEDULE, THE CONTRACTOR SHALL TAKE SUCH STEPS AS MAY BE NECESSARY TO IMPROVE HIS PROGRESS AND THE OWNER MAY REQUIRE HIM TO INCREASE THE NUMBER OF SHIFTS AND/OR OVERTIME OPERATIONS. DAY OF WORK AND/OR THE AMOUNT OF CONSTRUCTION PLANT, AT NO ADDITIONAL COST TO THE OWNER UNDER THIS CONTRACT. 3. READ SPECIFICATIONS. 4. ALL CONCRETE, WALL PATCHING, CEILING REPAIR, AND OTHER GENERAL WORK REQUIRED FOR INSTALLING PLUMBING SYSTEMS AND TO REPAIR TO 'UKE NEW CONDITION' TO BE PROVIDED AND INSTALLED BY PLUMBING CONTRACTOR. (COORDINATE WITH GENERAL CONTRACTOR). 5. PRIOR TO DISCONNECTION OR REMOVING FROM SERVICE ANY ITEMS, SUBMIT UTILITY OUTAGE NOTIFICATION 72 HOURS IN ADVANCE OF OUTAGE TO PROJECT MANAGER. 6. REFER TO THE ARCHITECTURAL DRAWINGS FOR RATED WALL LOCATIONS AND RATINGS AND INSTALL ONLY METALLIC PIPING WITHIN ALL RATED WALLS 7. ALL PIPING SHALL BE CONCEALED CONCEAL ALL PIPING ABOVE CEILING OR IN NEW WALLS. ALL PIPING SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO THE BUILDING WALLS/CEIUNGS, ETC. OCI A87a/ ATM MC. Cawd t9' Eitg*wwa ortanco • R Pkras • Wed Pain Beach • R Aryan 427 Centmpdnte Cade, "01825 Aftamonte SprVqR $2701 (407) 332-5110 Felt 407) 332-7704 www.odaseodates.c" c@RFlOATEof Aunem mmw INC. w J � 0 Z m w O Q O m N.t� tM m N Z a i _jErn W F- a z ` a mow Q, Q a LL ^ J N der, V o F- -� a LLI Z m OR >� m 0OR Vj -j a Imo Ln w Z LL,I co > o_ Z' � f a 00 j M Y 2 Q v � C ti V L1j O CC 0� O CL. L� f W z o z w 0 - O w a � 0 � w a 0 © .SEP/ '04 THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EDWND h DRIMMI5. ARCHITECT$, PA MD REPIWWCTIONS, pSQOSURE3 OR USE THFAEOF IN YRIDIE OR IN PWR IS E%PRE45LY M- HINTED WTHOUT INROIEN PERMISSION. COMM. NO: 0405030- DATE: 04 ✓ANOARY, 200$ BY: RC CH'KD: RA' SHEET NO. p— 1/ 1 OF 71 1 �� —1 d LIGHTING FLUORESCENT FIXTURE - CEILING MOUNTED FLUORESCENT FIXTURE - CEILING MOUNTED, UFE SAFETY BRANCH FLUORESCENT FIXTURE - CEIUNG MOUNTED, CRITICAL BRANCH O HID, FLUORESCENT OR INCANDESCENT FIXTURE - RECESSED �o HID, FLUORESCENT OR INCANDESCENT WALL WASH FIXTURE - RECESSED ® HID, FLUORESCENT OR INCANDESCENT FIXTURE - RECESSED, EMERGENCY POWER (VERIFY BRANCH OF ESSENTIAL ELECTRICAL SYSTEM WITH DRAWINGS) O HID, FLUORESCENT OR INCANDESCENT FIXTURE - SURFACE MOUNTED O HID, FLUORESCENT OR INCANDESCENT FIXTURE - SURFACE, EMERGENCY POWER (VERIFY BRANCH OF ESSENTIAL ELECTRICAL SYSTEM WiTH DRAWINGS) OI HID, FLUORESCENT OR INCANDESCENT FIXTURE - WALL MOUNTED OI HID, FLUORESCENT OR INCANDESCENT FIXTURE - WALL MOUNTED, EMERGENCY POWER (VERIFY BRANCH OF ESSENTIAL ELECTRICAL SYSTEM WiTH DRAWINGS) O* HID, FLUORESCENT OR INCANDESCENT FIXTURE - PENDANT MOUNTED ® f? UNIVERSAL MOUNTING EXIT LIGHTS, SINGLE AND DOUBLE FACED, ARROWS AS SHOWN ON FLOOR PLANS 01 WALL MOUNTED EXIT LIGHTS, SINGLE FACED 014 END MOUNTED EXIT LIGHTS, SINGLE AND DOUBLE FACED, ARROWS AS SHOWN ON FLOOR PLANS SWITCHES &,b LOWER CASE SUBSCRIPTS INDICATE OUTLET CONTROLLED S* SINGLE POLE SWITCH (UNLESS NOTED BY SUBSCRIPT) * 2 DOUBLE POLE 3 WAY 4 WAY D DIMMER SWITCH (150OW UNLESS NOTED) EMERGENCY SWITCH K KEY OPERATED P PILOT UGHT INDICATION T) SINGLE PHASE MOTOR STARTING SWITCH EP EXPLOSION PROOF OS j OCCUPANCY SENSOR WP) WEATHER PROOF CONDUIT AND WIRE CONDUIT CONCEALED IN WALLS OR ABOVE CEILINGS /-` CONDUIT CONCEALED UNDERGROUND OR IN SLAB CONDUIT HOMERUN - CONDUCTORS ARE J12 AWG CU UNLESS OTHERWISE INDICATED. (SEE SPECIFICATIONS FOR DERATiNG OF CONDUCTORS BASED ON CIRCUIT LENGTH AND CONDUCTORS IN A CONDUIT) - - - - - CONDUIT EXPOSED ON WALLS OR CEILINGS — — EXISTING CONDUIT CONDUIT TURNED UP OR DOWN IN WALL —UE— UTILITY COMPANY CONDUIT —P— POWER CONDUIT 4A_fl::HBUSWAY - FEEDER TYPE (UNLESS NOTED) RECEPTACLES *� DUPLEX RECEPTACLE * �G) DUPLEX GFCI RECEPTACLE IG) DUPLEX ISOLATED GROUND RECEPTACLE EWC) ELECTRIC WATER COOLER, COORDINATE LOCATION WiTH PLUMBING INSTALLER. LOCATE GFCI RECEPTACLE CENTERED UP UNDER COOLER. (WPG) DUPLEX GFCI RECEPTACLE, WEATHERPROOF COVER DUPLEX RECEPTACLE, MOUNT 4' ABOVE COUNTER OR BACKSPLASH, MAXIMUM 48" TO CENTER. Or QUADRAPLEX RECEPTACLE IN TWO GANG BOX COVER. O DUPLEX RECEPTACLE IN FLOOR BOX. QUADRAPLEX RECEPTACLE, MOUNT 4' ABOVE COUNTER OR BACKSPLASH. MAXIMUM 48" TO CENTER. ® DUPLEX RECEPTACLE FLUSH MOUNTED IN CEILING l3 SIMPLEX RECEPTACLE *e SIMPLEX RECEPTACLE FLUSH MOUNTED IN CEILING * RELECTRICAL CONNECTION FOR HVAC EQUIPMENT MOUNTED ABOVE CEIUNG ELECTRICAL CONNECTION FOR HVAC EQUIPMENT MOUNTED ABOVE CEIUNG ELECTRICAL CONNECTION FOR HVAC EQUIPMENT MOUNTED ABOVE CEILING NOTE: THESE ARE STANDARD SYMBOLS AND ALL MAY NOT APPEAR ON THE PROJECT DRAWINGS. REFER TO SPECIFICATIONS FOR MOUNTING HEIGHTS. DEVICE ON EMERGENCY CIRCUIT (VERIFY BRANCH OF ESSENTIAL ELECTRICAL. SYSTEM WITH DRAWINGS) DUPLEX RECEPTACLE SPLIT WIRED 1 ®COMBINATION DATA/AND DUPLEX RECEPTACLE. MOUNTED IN CAST IRON OR STAINLESS STEEL FLOOR BOX. TITTER TO POWER/SYSTEMS FLOOR PLAN FOR EXACT TYPE FLOOR BOX * NUMBER OF OUTLETS / DATA DROPS * (2E) 2 EMERGENCY DUPLEX RECEPTACLES SPECIAL CURET, SUBSCRIPT INDICATES NEMA CONFIGURATION NUMBER SURFACE RACEWAY. PROVIDE WIREMOLD G-3000 SERIES UNLESS OTHERWISE NOTED. RECEPTACLES SHALL BE 24" ON CENTER WiTH MULTIPLE CIRCUITS, SO AS NO CONSECUTIVE RECEPTACLES ARE ON THE SAME BRANCH CIRCUIT, POWER CONNECTIONS Q* JUNCTION BOX SIZED PER N.E.C. UNLESS NOTED * ((ZD) ELECTRICAL CONNECTION FOR HVAC EQUIPMENT MOUNTED ABOVE CEILING (VA ELECTRICAL CONNECTION FOR HVAC EQUIPMENT MOUNTED ABOVE CEILING (( ELECTRICAL CONNECTION FOR HVAC EQUIPMENT MOUNTED ABOVE CEILING FLOOR JUNCTION BOX POWER POLE, SEE DETAIL FOR REQUIREMENTS. ® WALL MOUNTED PUSH BUTTON STATION MOUNT AT 7'-0" AFG FOR OUTDOOR INSTALLATIONS AND V-O" AFF FOR INDOOR INSTALLATIONS. ® WALL MOUNTED SHUNT TRIP STATION MOUNT AT 7'-0" AFG FOR OUTDOOR INSTALLATIONS AND 4'-0" AFF FOR INDOOR INSTALLATIONS. ® DOOR BELL W DOOR BELL CHIME ® TIME CLOCK DEPOI WALL MOUNTED EMERGENCY POWER OFF STATION MOUNT AT 7'-0" AFG FOR OUTDOOR INSTALLATIONS AND 4'-0" AFF FOR INDOOR INSTALLATIONS. ® PHOTO -ELECTRIC CELL OELECTRIC WATER HEATER INSTANTANEOUS WATER HEATER ' M MOTOR CONNECTION, MARK NUMBER WILL IDENTIFY Er EQUIPMENT, EF, AHU, CU, ETC. SEE MOTOR CONNECTION SCHEDULE. 30/3 Ev NON FUSIBLE HEAVY DUTY SAFETY SWITCH, SIZE AND NUMBER OF POLES ARE INDICATED. 3R O FUSIBLE HEAVY DUTY SAFETY SWITCH, SIZE AND NUMBER LOF POLES ARE INDICATED. ENCLOSURE NEMA RATING —DISCONNECT SIZE JPOLES FUSE SIZE MANUAL MOTOR STARTER *MAGNETIC STARTER. + (VFD) PROVIDE WITH VARIABLE FREQUENCY DRIVE CONTROLLER COMPATIBLE WITH VARIABLE FREQUENCY DRIVE. 4 COMBINATION MAGNETIC STARTER WiTH A CIRCUIT BREAKER. * (VFD) PROVIDE WITH VARIABLE FREQUENCY DRIVE CONTROLLER COMPATIBLE WITH VARIABLE FREQUENCY DRIVE. * COMBINATION MAGNETIC STARTER WiTH FUSIBLE LChF HEAVY DUTY SAFETY SWITCH. * (VFD) PROVIDE WiTH VARIABLE FREQUENCY DRIVE CONTROLLER COMPATIBLE WITH VARIABLE FREQUENCY DRIVE ENCLOSED CIRCUIT BREAKER. ATS AUTOMATIC TRANSFER SWITCH - SEE RISER DIAGRAM ® PMELBOARD, LOW VOLTAGE (120/208V) - SEE PANELBOARD SCHEDULES AND RISER DIAGRAM PMELBOARD, HIGH VOLTAGE (277/48OV) - SEE PMELBOARD SCHEDULES AND RISER DIAGRAM DISTRIBUTION PANEL, SEE RISER DIAGRAM ® POWER COMPANY METERING. DRY -TYPE TRANSFORMER, SEE RISER. FOR CHARACTERISTICS. TELEPHONE SYSTEM ®* TELEPHONE OUTLET * (C) TELEPHONE OUTLET, BOTTOM IS AT 4" ABOVE COUNTER OR BACKSPLASH. MAXIMUM 48* TO CENTER. (W) WALL TELEPHONE OUTLET, MOUNT 48" AFF UNLESS NOTED OTHERWISE (P) COIN OPERATED PAY TELEPHONE OUTFT, MOUNT AT 48' AFF UNLESS OTHERWISE DIRECTED. TELEPHONE OUTLET IN FLOOR BOX IR TELEPHONE OR POWER HANDHOLE i T -� TELEPHONE SYSTEM RACEWAY/CABLE TELEPHONE TERMINAL BOARD. FIRE ALARM SYSTEM am D DENOTES DUCT MOUNTED C DENOTES CEILING MOUNTED DENOTES FLUSH WALL MOUNTED UF) DENOTES UNDER FLOOR ACCESS WP) DENOTES WEATHERPROTECTED ® THERMAL DETECTOR, FIXED + RATE -OF -RISE ® THERMAL DETECTOR, FIXED TEMP. ID SMOKE DETECTOR - IONIZATION SMOKE DETECTOR - PHOTO ® MANUAL STATION ® MAGNETIC DOOR RELEASE ® CONTROL ELEMENT ® FLOW SWITCH (FIRE SPRINKLER) ® KNOX BOX, MOUNTED AT 7'-0" AFG OR 0 HEIGHT INDICATED ON FLOOR PLAN. ® TAMPER SWITCH (VALVE SUPERVISION) ® CONTROL RELAY ® REMOTE TEST INDICATOR SI)H DOOR HOLDER/CLOSER WiTH INTEGRAL SMOKE DETECTOR *9®F SIGNALING HORN * (V) WITH VISUAL SIGNAL (STROBE, 75CD UNLESS NOTED) I FIRE ALARM STROBE, MOUNTED 80" AFF I ELEVATOR WARNING UGHT, "DO NOT USE ELEVATOR", MOUNTED 48" AFF LOCATE ADJACENT TO TO RECALL SWITCH OR ELEVATOR CALL BUTTON. ® F ' FIRE ALARM SYSTEM RACEWAY DM ZONE INTERFACE DEVICE FAAP FIRE ALARM ANNUNCIATOR PANEL FACP FIRE ALARM CONTROL PANEL DATA DISTRIBLMON ®* DATA OUTLET, FLUSH WALL MID. 18" AFF UNLESS NOTED OTHERWISE * # PROVIDE COVERPLATE WITH NUMBER OF PORTS AS SHOWN. C MOUNT 4° ABOVE COUNTER OR BACKSPLASH S SURFACE WALL MOUNTED 18" AFF RECESSED WALL MOUNTED 48' AFF LAN) LOCAL AREA NETWORK OUTLET POS) POS DATA OUTLET DATA OUTLET, FLUSH IN FLOOR BOX ®* COMBINATION DATA/TELEPHONE OUTLET, FLUSH WALL MTD. 18" AFF UNLESS NOTED OTHERWISE PROVIDE COVERPLATE WiTH NUMBER OF PORTS AS SHOWN. C MOUNT 4" ABOVE COUNTER OR BACKSPLASH S SURFACE WALL MOUNTED 18" AFF RECESSED WALL MOUNTED 48* AFF COMBINATION DATA/TELEPHONE OUTLET, FLUSH IN FLOOR BOX D -� DATA SYSTEM RACEWAY/CABLE DTC DATA TERMINAL CABINET FREI DATA EQUIPMENT CABINET IDF INTERMEDIATE DATA FRAME MDF MAIN DATA FRAME SECURITY SYSTEM ® SUPERVISORY MAGNETIC DOOR SWITCH ® CARD KEY READER STATION ® ELECTRONIC LOCK ® SERVICE DOOR WITH ELECTRIC LOCK AND SUPERVISION ® VIDEO MONITOR OUTLET ® PUSHBUTTON ® KEYPAD ® GLASS BREAK DETECTOR DOOR CONTACT ® WINDOW CONTACT ® SECURITY LOCKING DEVICE �®* MOTION DETECTOR * AIR ACTIVE INFRARED PIR PASSIVE INFRARED U) ULTRASONIC CQ SOUND DETECTOR n VIBRATION DETECTOR CCU* SECURITY VIDEO CAMERA * (C) CEILING MOUNTED W WALL MOUNTED PT) PAN AND TILT TYPE WP) WEATHERPROOF SITE ❑T POWER COMP ❑-e PARKING LOT Olt �e PARKING LOT Olt (VERIFY BRANCH WALKWAY BOLLARD FLOODLIGHT • POLE GENERATOR - SEE RISER DIAGRAM TRANSFORMER - UNLESS NOTED ROADWAY HID FIXTURE - NORMAL POWER ROADWAY HID FIXTURE - EMERGENCY POWER Of ESSENTIAL ELECTRICAL SYSTEM WiTH DRAWINGS) -- C-- COUNTERPOISE CONDUCTOR - CABLE SIZED PER NFPA 780 —G— MAIN L.P. COND CTOR - CABLE SIZED PER NFPA 780 B� BONDING COND CTOR - CABLE SIZED PER NFPA 780 O * AIR TERMINAL * A FLAT SU ACE BASE B FLAT W MOUNTED PARAPET C SWIVEL E D RIDGE DUE BASE (EXPOSED) E RIDGE DUE BASE CONSEALED) CONSEA AIR TERMINAL BASE ASSEMBLY ® MECHANICAL OR EXOTHERMIC BOND A EXOTHERMIC CONNECTION ON ® DOWN CONDUCTOR LOCATION A AMP ES AFF ABO FINISHED FLOOR AFG ABO FINISHED GRADE AL ALUM( UM ANNUN ANNU CIATOR ARCH ARCH( CT ATS AUTOMATIC TRANSFER SWITCH AWG AMERI AN WIRE GAUGE BFG BELO FINISHED GRADE BLDG BUILD( G C COND IT CAT CATALOG CKT CIRCUI CU COPPE C/B CIRCUI BREAKER C/T CURRE T TRANSFORMERS A DELTA DWG DRAWING FT FEET I G GROU D GEN GENET TOR GFl GROU D FAULT INTERRUPT IG ISOLATED GROUND KVA KILOV T - AMPERES KW KILOW TTS MCB MAIN ¢IRCUIT BREAKER MCC MOTORVICONTROL CENTER MCM THOUS NO CIRCULAR MILS MISC MIS NEOUS MLO MAIN UGS ONLY NEC NATI AL ELECTRICAL CODE NC NORM LLY CLOSED NL NIGHT LIGHT CIRCUIT NO NORM LLY OPEN NTS NOT T SCALE NIC NOT I CONTRACT b PHASE POS POINT SALE PVC POLYVI YL CHLORIDE P/T POTENDIAL TRANSFORMER R RECES D SCR SHORT�CIRCUIT RATING SURF SURFACE Utl :Lu3all7T UG UNDER ROUND UNIV UNI SAL UNO UNLESSNOTED OTHERWISE V VOLTS W WATTS WP WEATH PROOF WPG WEATHERPROOF WITH GROUND FAULT INTERRUPT XFMER MAN ORMER Y 'w 0 ` FIXTURESCHEDULE TYPE DESCRIPTION TOTAL LAMPS VOLTAGE MOUNTING A FLUORESCENT LAY -IN FIXTURE WITH DEEP -CELL PARABOLIC LENS, 18 CELLS, 2FT X 4FT, 100 3 32 T8 277 RECESSED' STATIC,3 LAMPS AND ELECTRONIC BALLAST. DESIGN MAKE: DAY-BRITE 2P4GS332-36SL-277-1/3EB-GLR1 OR APPROVED EQUAL B FLUORESCENT FIXTURE WITH ACRYLIC LEN% GRID TRIM, 2FT X 4FT, STATIC, 3 LAMP AND 100 3 32 T8 277 RECESSED ELECTRONIC BALLAST. DESIGN MAKE DAY-BRITE 2TGB332-01-277-1/3EB-GLR1 OR APPROVED EQUAL C FLUORESCENT RECESSED INDIRECT FIXTURE WITH GRID TRIM, STRAIGHT BLADE LOUVER WITH 100 3 32 T8 277 RECESSED ROUNDIHOLES, SYMMETRIC DISTRIBUTION, 2FT X 4FT, STATIC, 3 LAMP AND ELECTRONIC BALLA DESIGN MAKE H.E. WILLIAMS DIGS24332WPREB3277-GLR1 OR APPROVED EQUAL D PENDANT MOUNTED FLUORESCENT STANDARD INDUSTRIAL FIXTURE WITH SOLID REFLECTOR, 4FT 70 2 32 T8 IN LENGTH, TWO LAMPS WITH ELECTRONIC BALLAST. 277 PENDANT DESIGN MAKE DAY-BRITE IS232-277-1/2EB-GLR1 OR APPROVED EQUAL E ARCHITECTURAL WALL MOUNTED FIXTURE WITH OPAL ACRYLIC DIFFUSER. STEEL BODY WITH 60 2 24 T5 HO 277 WAIL STAINLESS STEEL COVER. WET LOCATION LISTED. DESIGN MAKE BETA-CALCO "WRAP TO 31 2051-SS-277' OR APPROVED EQUAL F COMPACT FLUORESCENT CEILING MOUNTED DIE-CAST ALUMINUM LIGHT FIXTURE, WET LOCATION 50 1 42 CF42 277 CEILING LISTED. FINISH PER ARCHITECT. DESIGN MAKE. DM LIGHTING 06421-WA-ELB-277" OR APPROVED EQUAL G FLUORESCENT RECESSED 8' OPEN DOWNLIGHT WITH SPECULAR LOW IRIDESCENT FINISH, 2 90 2 42 TRY 277 RECESSED HORIZONTAL TRIPLE TUBE LAMPS. DESIGN MAKE: OMEGA OM82H42PLT- FZ-12O 277 OR APPROVED EQUAL H WALL MOUNTED FIXTURE WITH OPAL ACRYLIC DIFFUSER. STEEL BODY WITH POWDER COATED 41 2 18 PL-C 277 WALL GLOSS WHITE BACK PLATE AND METALLIC SILVER COVER. DESIGN MAKE; BETA-CALCO *GEORGIA TQ 61 1202-MS-277' OR APPROVED EQUAL J SINGLE RAIL FLEX -TRACK LIGHTING. SIX MR-16 SPOTS WITH SWIVEL AND ROTATION 300' 6 50 MR16 277 TRACK CAPABILITY. CHROME FINISH. CURVED TRACK PER PLANS FURNISH TRANSFORMER PER PENDANT MANUFACTURER'S RECOMMENDATIONS. DESIGN MAKE: MP UGH71NG 'SR4/CH & SiO2/CH' OR APPROVED EQUAL K BUILDING MOUNTED DECORATIVE COMPACT FLUORESCENT LIGHT FIXTURE, RUGGED DIE-CAST 50 1 42 TRT 277 WALL HOUSING AND TEMPERED GLASS LENS, UL LISTED FOR WET LOCATIONS, TAMPERPROOF. SINGLE TRT LAMP. COLOR PER ARCHITECT TO SUIT EXTERIOR WALLS. DESIGN MAKE: GARDCO 103-DIST-42TRF-277-FINISH OR APPROVED EQUAL L NON METALLIC COMPACT FLUORESCENT VAPORPROOF FIXTURE WITH J-BOX, CORROSION 30 1 26 DTT 277 WALL RESISTANT HOUSING AND GASKETS. DESIGN MAKE: PHOENIX PRODUCTS VP-W-26CFL-277-GCL-G OR APPROVED EQUAL M FLUORESCENT CEILING MOUNTED WRAPAROUND FIXTURE, 2FT X 4FT, WITH ACRYLIC PRISMATIC 70 2 32 T8 277 SURFACE LENS. DESIGN MAKE DAY-BRITE OWN232-277-1 -GLRi OR APPROVED EQUAL N COMPACT FLUORESECNT SURFACE MOUNT OPEN CYLINDER WITH SPECULAR CLEAR UPPER 40 2 18 DTT 277 SURFACE REFLECTOR. 8" APERTURE. ALUMINUM HOUSING WITH INTEGRAL BOTTOM DECK. TWO HORIZONTAL LAMPS. DESIGN MAKE: OMEGA OMB2H18QPLSC-CSFF-F2-12O/277 OR APPROVED EQUAL P FLUORESCENT SUSPENDED DIRECT/INDIRECT FIXTURE WITH STRAIGHT BLADE LOUVER WITH 70 2 32 T8 277 SUSPENDED ROUND HOLES, SYMMETRIC DISTRIBUTION, iFT X 4FT, STATIC, 2 LAMP AND ELECTRONIC BALLAST. AIR CRAFT CABLE. REFER TO DRAWINGS FOR LENGTHS. SHILEDING PER ARCHITECT. DESIGN MAKE: H.E. WILLIAMS DDI-4-232EB2-277-GLR1 OR APPROVED EQUAL Q SIMII Aft TO FIXTURE 'N', WALL MOUNT. 30 2 13 DTT 277 WALL ESIGN MAKE: OMEGA OM82H13QPLWC-CSFF-F2-12O/277 OR APPROVED EQUAL R LAW VOLTAGE RECESSED 4" APERTURE FIXTURE WITH DECORATIVE SILVER REFLECTOR, 50 1 42 MR16 277 RECESSED ELECTRONIC TRANSFORMER FOR MR16 LAMPS. DESIGN MAKE: EDISON PRICE LIGHTING *OARKLITE DLMR/4-LC-SP-277' OR APPROVED EQUAL S IN -GRADE FIXTURE WITH INTERNAL AIMING BRACKET FOR ADJUSTABIUTY OF FLOOD LAMP. 50 1 42 MR16 277 IN -GROUND INTEGRAL TRANSFORMER FOR 277V INPUT. FLUSH FACEPLATE. STAINLESS STEEL CLEAR FLAT LENS. WET LOCATION LISTED. FINISH PER ARCHITECT. DESIGN MAKE: B-K LIGHTING HP2-MR-TR-8-277 SERIES OR APPROVED EQUAL T IN -GRADE FIXTURE WITH INTERNAL AIMING BRACKET FOR ADJUSTABILITY OF SPOT LAMP, 60 1 50 MR16 277 IN -GROUND INTEGRAL TRANSFORMER FOR 277V INPUT. FLUSH FACEPLATE. STAINLESS STEEL CLEAR FLAT LENS. WET LOCATION LISTED. FINISH PER ARCHITECT. DESIGN MAKE: B-K LIGHTING HP2-MR-TR-6-277 SERIES OR APPROVED EQUAL U PENDAI T MOUNTED LOW PROFILE DECORATIVE FIXTURE WITH SPECULAR REFLECTOR, 35' 50 1 50 TRT 277 PENDANT DIAME7 F, SATIN BRASS FINISH. STEM HEIGHT PER ARCHITECTURAL ELEVATION. DESIGN MAKE: VISA GEMINI #CP3663 OR APPROVED EQUAL V DOUBLE RAIL FLEX -TRACK LIGHTING. EIGHT MR-16 SPOTS WITH SWIVEL AND ROTATION 400 8 50 MR16 277 TRACK CAPABILITY. CHROME FINISH. CIRCULAR TRACK PER PLANS. FURNISH TRANSFORMER PER PENDANT MANUFACTURER'S RECOMMENDATIONS. W LED FIXTURE ON/ABOVE CLOUD. INTELLIGENT COLOR CHANGING COVE LIGHT, CIRCULAR TO N/A N/A N/A N/A 277 PENDANT MATCH THE CLOUD. PROVIDE DATA ENABLERS, CABLES, ADDRESS UNITS, CONTROLLER ETC. PER MANUFACTURER'S RECOMMENDATIONS FOR COMPLETE SYSTEM. LOCATE CONTROLLER KEYPAD AT RM. 011. COLOR PER ARCHITECT. DESIGN MAKE: COLOR KINETICS (COLOR COVE MX POWEROORE Z WALL/`WINDOW SILL MOUNTED LED FIXTURE TO ILLUMINATE CIRCULAR WINDOWS. CIRCULAR TO N/A N/A N/A N/A 277 WALL MATCH THE WINDOW RADIOUS. PROVIDE POWER SUPPLY, CABLES, MOUNTING CUPS ETC. PER MANUFACTURER'S RECOMMENDATIONS FOR A COMPLETE SYSTEM. COLOR PER ARCHITECT. ' DESIGN MAKE: TIGHT TECHNOLOGIES PLEXINEON COLOR SERIES. X1 T , N C IFIOWII S A U R 2 MOUNT, INDIRECT LED TYPE, RED LETTERS DESIGN MAKE: MCPHILBEN ER55L-1-12/27 IRE SERIES OR APPROVED EQUAL X2 EXIT SIGN, DOUBLE FACE, BLACK DIE CAST HOUSING BRUSHED ALUMINUM FACE UNIVERSAL 20 2 N/A LED 277 UNIV. MOUNT, INDIRECT LED TYPE, RED LETTERS. DESIGN MAKE MCPHILBEN ER55L-2-12/27 SERIES OR APPROVED EQUAL UGHITNG FIXTURE SCHEDULE NOTES - I. PROVIDE ALL FLUORESCENT LIGHTING FIXTURES WITH ELECTRONIC BALLAST AND "TB* LAMPS, CONTRACTOR SHALL UTILIZE 2, 3, OR 4 LAMP BALLASTS WHEREVER POSSIBLE MASTER/SLAVE OPERATION WHILE MAINTAINING SWITCHING ARRANGEMENTS INDICATED ON DRAWINGS. 2. ALL LIGHTING FIXTURES UTILIZING PL OR BIAX LAMPS SHALL HAVE ELECTRONIC BALLAST AND LOW IRIDESCENSE. 3. CONTRACTOR SHALL CAREFULLY COORDINATE THE LIGHTING FIXTURE TRIM TYPES WITH THE TYPE OF CEILING WHERE LIGHTING FIXTURES ARE TO BE INSTALLED MODIFY FIXTURE CATALOG NUMBER FROM THAT SHOWN ABOVE TO THAT REQUIRED TO COORDINATE WITH CEILING TYPE/CONSTRUCTION. 4. ALL BALLASTED FIXTURES TO HAVE IN -LINE FUSE AND FUSE HOLDER. Oa ASSOM7W, INC. Cawt/lingr Ettgeieera Oihndo • R pw" • Wad Pain Uiasch • FL MYara 427 Centerpointe Cirds, Sute 1825 Aftamonte FL 32701 (407)332-S1W Fax 407)332-7704 www.odassociate"om cwna TeMAcnamATNWEIfta w z_a m _W wo CD UI Q N p MM04 Q O co M m N o oa� Z a � ��D, H Z a COON Q a � _j^ J N V CL H _j Z x LAJ )_mw `C x0O .J to LEI S LJ cD > a. In Ld a 0 En 1n °c = Q< 4z Q � N 2 ^� x \ 0 Cv ti o � H U Ld � o CL L� © SEE '04 THESE. PUNS AND THE INFOR"RM.SHOWN HEREIN ARE THE PROPERLY OF Ea.UND ! OPoRABAS, ASCXRECIS, PA STUD RUMDUC➢ONS, gSClA5VRE5 OR USE TXEREOF N WHOfE OR IN P1Rf 5 EMPPE6EY PRO- HlB Wi g WRM PERMISSION. COMM. NO: MS0308 DATE: 04 ✓AHOARY, 2005 BY: CAD CH'KD: EAV SHEET NO. 1-7 iNc. OF 27 SITE FIXTURE SCHEDULE R !ED TYPE DESCRIPTION 701 AL LAMPS VOLTAGE MOUNTING SA SOFT SQUARE CUTOFF LIGHTING DESIGN MAKE: EMCO #AVA-1-2-25OMH ; POLE: RTA-25 2 1 250 MH 277 POLE SB SOFT SQUARE CUTOFF LIGHTING DESIGN MAKE: EMCO JAVA-2090-2-25OMH ; POLE: RTA-25 500 2 250 MH 277 POLE LIMING FIXTURE SCHEDULE NOTES: 1. SUBMIT PHOTOMETRIC CALCULATIONS WITH THE SUBMITTAL OF LIGHTING FIXTURES. ' SA fl r SIN I501� fl D'-11C f TRANSFORMER S r.9 €0 1,C LZ 7 f , NA PHO alf. f i SB TIME CLOC SE) ly i � t I L- x 4 w SITEL SCALE: 1" = 20'-O" xr GENERAL NOTES A. THE NEW CONCRETE TRANSFORMER PAD, COMPLETE WRH CONDUIT AND PULL CHORDS, SHALL BE SUPPLIED BY THE GENERAL CONTRACTOR. THE "RE AND TRANSFORMER SHALL BE SUPPLIED BY FPUA (FORT PIERCE UTILITIES AUTHORITY). PAD SIZE, THICKNESS AND CONDUIT SIZE AND COUNT SHALL BE PER FPUA REQUIREMENTS. REFER TO SPECIFICATIONS SECTION 16072-3.4 AND DRAWING UT-P3 AS PROVIDED BY FPUA. FURNISHED, INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR 25'-0' ABOVE FINISHED PAVEMENT UNLESS FACTORY DRILLED POLE TO OTHERWISE NOTED MATCH UGHT FIXTURE ARM 4'x 6' GASKETED HAND HOLE ELECTRICAL CONTRACTOR TO CONNECT GROUND 1WRE TO GROUNDING LUG LOCATED INSIDE POLE 1'x 45' CHAMFER - E.C. SHALL PAINT ALL EXPOSED CONCRETE SURFACES WITH MINIMUM TWO COATS OF DARK BROWN PAINT (OIL BASE) TO MATCH POLE COLOR. 4000 PS CONCRETE I FINISHED GRADE BASE 20" DIAMETER B THE ffliv CONNECTION N III PIPE SLEEVE WITH COVER T SET FLUSH PATH FINISH. — _ 3/4"x 10' COPPERWELD (� GROUND ROD LAt Mir a BARE GROUND WIRE 3' COVER MINIMUM PVC CONDUIT - REFER TO FLOOR PLAN FOR LOCATION AND — QUANTITY J GALVANIZED STEEL TO PVC CONDUIT CONNECTOR A FACTORY FINISHED POLE, ROUND, ALUMINUM, TAPERED. ANCHOR BOLTS ON 7-1/2' BOLT CIRCLE VERIFY WITH MANUFACTURER PRIOR TO CASTING POLE BASE - TYPICAL �2ONREINFORCING TIES 11'CENTER - GALVANIZED CONDUIT OR PVC VERTICAL REINS BARS OCI ASSOCL4TE3 INC. ConsU&v E/g6fewo "rdo • R Pksoe - w"t Pain 8"att • Ft warp 427 CenterpoiEte Cirde, "a *25 AKanmio SMOG FL 32701 (407) 332-M Fax 407) 332-7704 www.odeseodateacom C6RRIMIEi AUWWAII)NMET W a Z m to w W O �(.0 t/) N Q U O DO M tY% m N o C) < Z a 0 > o0) Ld o a m0Lo Y < U -� N CL _ ` o Z -j a m w J Q Cr0Z 0:� O Ln W = W co > d W j boa W M wqW j = W � W Q: O L� z O to w w t-- a 0 0 z Q SEPT '04 THESE PEANS AND THE INFORM00N SHOWN HERON ME THE PROPERTY OF EDW O & DRRENM MCHNEO'IS. PA MD REPRMOONS. PSMMURES OR USE THEREOF IN WOE M IN FIAT 6 EIPREMY PRO- HRNIED WR w "RIEN PERMISSION. COMM. NO: 000503 P8 DATE: 04 ✓01WY, 2005 BY: GIP CH'KD• Effe SHEET NO. 1-2 arEs OF 27 LNG. Luminaire Schedule Project: All Projects Symbol Qty Label Arran ement Lumens LLF Description 3 3 SA SB SINGLE 2 0 90 DEGREES 23000 123000 1 0.720 10.720 EMCO AVA EMCO AVA 3-25OMH TRA25L D1 OC 3-250MH /TRA25L D1 OC Numeric Summary Project: All Projects Label CalcType Units"I Avg Max Min Avg/Min IMax/Min site parking Illuminance Fc 3.81 18.3 11.0 1. 3.81 18.30 f _.,-.._,_,._e_,,,=s�^•'� ....._ ... max...--:; .c:c. :=- ^LC'�-� 'y C 5 ,. � 14.8 y IS 3 1.7 SB °7.7 q/.7 5.0 4.2 2.5 55 a VG 5. 3.8 27 1 / 4.6 %.4 4,6 3.2 27_ 1 / 4.0 3. 4.7 3.5 2.9 21LL !! 4.3 3.5 3.2 ... 9___.....2.5 r . / SA .3 %.a %.8 4S.7 S ._ 4.3 3.3 3.3 3.3 W. ul J;5 3.3 2.8�, 4 t X .0 3.5 5-7 4.6 °. 5.2 3.9 3.0 2.4 57 6.7 4A J 2.4 SB i + a j 4 / J �. w / 4 i / r J r, / J , 5.4 2.6 'Al i 6 .2 ° 2.2 42.6 8 tr r tt< t 6p ° 5.0 5.9 yf;r 1 S 2.1 4 1.6 6 id ✓/ t I tt r sib N r \ / R4M1r 4.8 5.4 5.4 4.3 3.0 99 5.5 4.7 3.8 2. k`��SK �y jjjj r ,.j if �a srT� 4i } i J k ti ,Q) T T v' f g i.tN i SCALE: 1" = 20'-0" Oa A890C%i %M INC. Conaufffng Eng*~e Ofiamb • r=t Rome - wear Pei° Beach • At Myers 427 CwterpoiEte Circle, &Me 1825 Abnwde IV FL 32701 (407) 332-M Fax 407)332-7704 ww"classoclateacom CE RM40AIE CF AV RpI4AIM #M W J Y Z a OL o (D W O t0 Q �� O NMM Q O w Z a > 0 W 4 m0N a a MLA J N C-=LLI Z z U aWv > m W J a 0�0O u7 W = Ld c0 > n- ' O I � v f � I aQa j W M O 002� \) v ego to M w, W O O a'_ Ill QQ S£PT. '04 THESE PW s AND THE INFORMATION SHOWN HEREIN ME THE PRDPM OF EDAIND k DKIENS/S, ARNO= PA AND RM"DU ONS, DISCLOSURES OR USE THEREOF IN WNDIE OR IN RARE IS ENPRF y PRO- HI°IFD W1RgVf "MEN PERMISSION. COMM. NO: 040903P8 DATE: 04 ✓ANOARK 200S BY: em CH'KD: E/O SHEET NO. 1-3 pssocrnr�s OF 27 tAtc. cr F K " c K b o A A ............. . jj s B [ IB B 1 A of 3 R R � 0 � € ) o H H A J �^�4.� �`r���' are.,_ "•� � E ® B 111 8� A � a J i �3 o f H H LPP--S A # �� #i o o o R 5H I i� € EM D i" L ElP-1 t i ¢ i j Y e. _ A X1 A 3 i Dg g �4 _ " - � rg ----- _ ..»_ 0 _ E B _._..`iiG.,, LA u,G" .... Fv 1 } 33{ i .... e...n .w. .n..... I ...,...•�P, xx... rm € i q + I € LA i � X1 1i F._ € R«««.� - € A A fi ID i y Vd _� E6 5 ! _� B ;; € q,b F F S k f #1 B 1 K i _D 4 K 0 M 0 B I [ D EL } X 1 13 tare VIA PHOTOCELL 0 0 L co wriiCrY#1 & TIME CLOCK L1� K f, 1 I -ctt �. B ElP-1 L i€ 0 q M 1 1 1 i -S ITO NEXT 4 TING LFIX7UI B B ELP ° X1 0 X1 lr-S a re 12 F . NA PHOTOCEL F IMF CL zz 4 I F ' zt if wre� I¢ { BUILDING LA► ®ql LEVEL 9 i1 w W J Z_ m wT 0 Q V) N O GENERAL NOTES m 0 04 � `�' A. COORDINATE EXACT LOCATION OF LIGHT FIXTURES WITH Z Q 00 > 0 1 ARCHITECTURAL REFLECTED CEILING PLAN AND ELEVATIONS PRIOR TO ANY ROUGH -IN. W Z m O do Q z _j� fpZ icy 'Li K a Q N Wry KEYNOTES EI: - " J Q v K E E k K `�— Z m 7a- m S 1 EXTEND BRANCH CIRCUIT WIRING FOR NIGHT LITE AHEAD L) O Li K x \ OF ALL SWITCHING/PHOTOCELL/CONTACTOR. J Q moz m .� S S EXTEND BRANCH CIRCUIT HIRING FOR EXIT LUMINAIRE � � � � E E AHEAD OF ALL SWITCHING. - € T F3� COORDINATE WITH MECHANICAL CONTRACTOR FOR THE o LIGHTING LAYOUT OF THE MECHANICAL ROOM RELATED 0 S T T S TO DUCT WORK. V) w 0 oI OK — s LIGH NGG FIXTURE T w o E2LA-1 0 " E S S E C) Z H XI 7 E 10 S E H RAND tH i, ,.T F X7 Q THOMAS B. �y i . ,^Y Lv 42CENTERPOIN GR., 31117E 1825 A LTAMON7E SPRINGS FL REC. NO.: PER 32701 321EB t HI dJ H H L -S K r H H L1: 4n � rer Fr � 1 C J n 1 F K M M M F _ { F X3 I« E "j/ ZE 8 F K - o M M 2T1� M o a 12,42 S1' F zz � T Y j[I g E � �o W 4N] 8-g Lpi 3 v`4 9 H M M M K U LJ r, F K ffe p q OL Li #f X3 NUM K M tSE iP M 1 � C X3 A4F I a o f K ui w 1 X3 W I— a o K z "'"^^•--.,"-^•�..,„;_ ©SEPT. 04 THESE PIONS AND THE MATON """` •» PRO 'DERV OF EOLUND h ONMENBgS,HEREIN ARDNTREC , »me•µ»w ° W.„, PA AND REPROD=DN5, DISCIMURU3 OR USE THERW IN WHOLE OR IN PANI'IS WRISSLY i "•re.,,..„_.µ k HIWIED WRHOU( WMIEN PERARaIaei. COMM. NO: W50311B 'DATE: 04 ✓ANOARy, 2005 LII BY, CAD CH KD: ISM SCALE: 1 /8" = 1 °—®" ICI ASSOCIA7L AC. SHEET NO. Cort ift Engineers akili•R Marc& -wag PAW se al-FtArim 427 Centerpointe 01rds, Suite 1825 AbnKmide Spray, FL 32701 `7 (407) 332-NO Fat (407) 332-7704 NWWocia®BOCIetes.00m ASSOCIATES ceWficATEOr AWDioIWUTNNiIam INC. OF 27 1, rn N J +' Cl Lo W r L _Ia li € D A a,bA i� A Alb I A A V 1.0 4 UP TO N LIGHTING A 7 a ------- IN UP TO J , 8S p { €sx iS J H H 0'X1 H q N H J H J H / H LP-1 P'� 1 EUT -1 lo 10 f °G o a PE o C _ C Ai. _I a X1 LP-1- I B I 1 t��Sry n 1I�. 17.P 1 l C F .D ED C H Z Z 0 W IN ' � { Iy U, ✓ W �. a W <' s *, d A Z Z W W S G LP-1 / r Z w W Z G o _. Z oG �._,. EM o t old A f� (lb I r— EM W mas a,b EM .. _ ' ad# o # _ A A ,As A I 1.. b 0. U-_ c,b —_.A p . _144 A _T _ . _... A X2 SY G G <-- # Xd o o Vo ' G EMD LP-1 o G G 17 ICI o 0 EM a,b t a.b a,bi o G oG?�u";µ? f I I Gd o G 3 3 s= O G a , O LJ 1 1TI SC LE 1/8" — 1'—O" 8 A F z i v...... .... _w . Z 00 W �_ o Q ENO to N GENERAL NOTES Q O " 20 ro rn M m N o OQ� A. COORDINATE EXACT LOCATION OF LIGHT FIXTURES W1TH Z Q o > � J ARCHITECTURAL REFLECTED CEILING PLAN AND TO w o Of DO Of � ELEVATIONS PRIOR ANY ROUGH -IN. Q VI H N d=� KEYNOTES 0: � W " o Q m EXTEND BRANCH CIRCUIT WIRING FOR NIGHT LITE AHEAD D m p LLI OF ALL SINTCHING/PHOTOCELL/CONTACTOR. J Q cj� 0 Z Of EXTEND BRANCH CIRCUIT WIRING FOR EXIT LUMINAIRE Lo LLJ > 0. AHEAD OF ALL SWITCHING. ❑3 COORDINATE WITH MECHANICAL CONTRACTOR FOR THE LIGHTING LAYOUT OF THE MECHANICAL ROOM RELATED TO DUCT WORK. , o J Q w fN � o F � a�a W M F j = W LIU v tia U W 0 Of c z o S W o� N 0 N Z © SEPT 04 THEE PIANS AND THE INFORMATION SHOWN HEREN ARE THE PROPERTY OF MNO ! DRITENW% MCHRECI% PA AND REPROWCRONS; MSMMRES OR USE THEREOF IN WHOLE OR IN PNO 5 ENPRID&Y PRO- . H191ED NROirt WRRfEN PERmmON. COMM. NO: 04CS03PB DATE: 04 ✓ANGARY, 2005 BY: CAD CH'KD: EKG OCI ASSCCL47EA INC. CWWAV rdhi SHEET NO. Orhndo - Ft P - Ft Myxo 427 Centerpointe Cirde, STete 1825 5 ABemonte FL 32701 (407) 332-sn0 Fax. (407) 332-7704 wwwDeineA � ASSOC/A OF 27 A� /Nc. I ASIRE B F a, 1. .�.,�_ I B _.B _.__ F ''4qp of F E M Xi 111D, A01 r ,' h � g ........... ... �' ai r y6 F .. { B B i, ems; UP TO N LIGHTING 0 11 u TECH, IT J LP-2 2, 41fv; ee B GO 711 CONT. SEE BESIDE a� rf 2if t H � Ow UP TO NEXT? 1 j +,. LIGHTING XiURE=i 9buY SSYy X1 H LP-2 UJ H� G T fR� H 7 R H b J _1 G G 0 o G �G WN OIRCE 2Pq n A G a I A ' A r.„!da A AA �22 a,b� 0.b i a,b ! b l .Mf;'lf A A A A AL" gi X2- EMr��Y o,tj A A 12-2 At-1�' 1'YRiisTtS° �p � � telC a,b EM a,b ( A A ��e -� 7 _ A F G G F F F F G ARil'°f5 GENERAL NOTES: A. COORDINATE EXACT LOCATION OF LIGHT FIXTURES WITH ARCHITECTURAL REFLECTED CEILING PLAN AND ELEVATIONS PRIOR TO ANY ROUGH -IN. KEYNOTES O: �j EXTEND BRANCH CIRCUIT WIRING FOR NIGHT LITE AHEAD OF ALL SWITCHING/PHOTOCELL/CONTACTOR. EXTEND BRANCH CIRCUIT WIRING FOR EXIT LUMINAIRE AHEAD OF ALL SWITCHING. 0 COORDINATE MATH MECHANICAL CONTRACTOR FOR THE LIGHTING LAYOUT OF THE MECHANICAL ROOM RELATED TO DUCT WORK. i I w_ z ° m v' uj W 0 �Lo UI d V N O NMN Q O DD M m to o pd Z a 0 p I ��rn W I— p Z - m J O N = U r CLLLJ `� 0 Z F-- _j d rm D v o: w 0OZ d 0 Lnw0 w (o>tL � v � a LIU J ` Q �u L) O w O O_ LT_ c w O W Z 0 t[gy. W a o N � a � Z (0 SEPT. '04 THESE F4 s ANO. THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EXUND ! ORTESI , ARCHRECIS. PA AND RUMI)UCRONS. M50.0SURES OR USE THEREOF IN WHDtE OR IN PDRT IS. WRMY PRO- H� N UT WRITTEN PERMISSION. COMM. NO: 040563PO DATE: 04 1011ARY, 2005 BY: CAD CH'KD: W OCI ASSOCG47M /W SHEET NO. Caves ift Ergnews orkWo • R Pbree • West PUe Beach • P! Myer 427 Centerpointe Circle, Suite 1825 — 32701 FL)332-7704 V (407)332-SM Fear• 407Altamonte ASSOCIA TES OF 27 CERwcAMO AuTHORIAM1NW1 lNC. = F o _ Lpi A E A aos A E °.b I e,b o,b 3ti i Yy r AA A A i A A A A ;A o,b e,b EM %r, %b -� A A III A A A c,b i o,b a,b a,b A A "'."„A'" A/ v i, A EM 01 sz ,D UP TO LIGHTIL Staid' pi e od stairwell a/ c�t�x 8 R H I N ._ UP o - TI LIGHTING H 111f WoR LU s` _ LIGHTING R 301 -3 H 2 R R 0 o H C LP-3 R 1 11 f1� G X1 f z G g ` ° G�3 C oG B B B r -r I S € € i i¢4E:9L LINi3 EM _�1��IC C gg NAIC xfyX# I:t'"� o _ 7 P P P C C 2 A(�G> A L: j A Lj A DATA E4 7, " r dr ' a,b o,b b o, 14-3 A i AoA E#rky 9 EE Vt A o,b b A - A I w _b _. AI A A x- iA x { AI 37I 3 j {EM�F ____-_-w _ i 1Y0nfr ,„,..J A A X1 A p� A A EM EM� C O i�i a t� I _ a � �£# � I A A �. B ,�€B I m Sa„ b A 4 A �1s s °, �• I `� n �A ,b A o,b" A y b drd oo' Fuse A A F G G G ffIf F F F F F GENERAL NOTES: A. COORDINATE EXACT LOCATION OF LIGHT FIXTURES WITH ARCHITECTURAL REFLECTED CEILING PLAN AND ELEVATIONS PRIOR TO ANY ROUGH -IN. KEYNOTES E: �j EXTEND BRANCH CIRCUIT WIRING FOR NIGHT LITE AHEAD OF ALL SWITCHING/PHOTOCELL/CONTACTOR. EXTEND BRANCH CIRCUIT WIRING FOR EXIT LUMINAIRE AHEAD OF ALL SWITCHING. COORDINATE WTH MECHANICAL CONTRACTOR FOR THE LIGHTING LAYOUT OF THE MECHANICAL ROOM RELATED TO DUCT WORK. OCI ASSOCIATER #VCA Cw18uRi V Eng hoom &kn* • R PAuea • Wed IWO Beach . R My" 427 CeMerpoNe Circle, Scale 1825 ABemamte Swinge, FL 32701 (407) = 5W Far ((407) 332-7704 wxmr ociasmociatea.com omgR WWAVaMIM MlNi03WI w J Y a ° Z_ 0] In W d tn Q ENO Lo N Q U O e m M m V) o p Q Z a 0 p f J W I- o z a m0� Q a �€ J v N a=r, 0 ♦— J Q v Z = Q Ld > m .- D J Q o �O O uO L0 uj w co > m J Q �G o � aka L, Z FZ V � N F�- Lu 0 Ix W O l it U- c Z p 4qq 0 0S > w ix i3 .. w - a N � TTR z Q sE% '04 THESE PLANS AND THE INFORIMNON SHOWN HEREIN ARE THE ',. PROPERTY OF EDWND R DIVENBAS, MMUECTS, PA AND NOMD MOMS, NSQ4SURFS OR USE NSNDF IN WNOIE OP W PNR S WIINSCY PAO- HIa1E0 SMIF Wa11EN PFRMSSION, COMM. NO: 00503118 DATE: 04 ✓ANOARY, 2005 BY: e4p CH'KD: £AC SHEET NO. 1-7 ASSOCIATES OF 17 INC. I I ROC COW OR, 2 51101WER MO. R O, S and stairls'elf I A a,b J H R H LIGHTNG i G !�� s _ " P rop ._ M __. , rl i e. R 07 Ade8 4 'A a.b ° 7 LI 3 4 41 i ...__,r• E FA a.b .. __.z o f H H X1 ;. J H H H " LP-4 _ ._ q " � EM �� w -4a € a A ,..art r Lp � € LEE" E � �..", � X1 � CPS r.0ra� aeK° LP_- .a G a,b b EM/ o G SP _i _W D fled, &PINS 1 G Go A IS i 5 -4 i i I Aci "3 G °G A A A " a A A T r B A I (ham All .,..,. Go abqqq b FI A_ I iA E s G A € AA 48 z 1 z i i a b A l i,-4 a b a,b A C Ll EM _ -4 LP-4 a,b tl,b a,b G 8 A A A b 1 0. A aW _ a A L ............. x '^, '^,. i t ;� ' € 7 1 ' p,3 -•f2 t ' A �. _ PAN tlb L,'�_ € tlb a, t f A P .t a b ".^.. € a,b q. I 1 a,b1 . 1 _,_ t x o b llb € 14 A .1 D tir �§ D 1 _ G 10 b 7d E4 �E PdS'E ,Y 6 D a, M EM 5 _ 1 r a Wit` Q 8 A PET1r 1 _ q Ifyy S�Ed {[ G o £59fP Fd"b. L •�� 1 �'-` r � a b a b I A FA " V A x UP TON A `�v ( LIGHTING D7 it Q �, Xl 0.b Y ;t F f k4 �. F I I L F FLOOR® LIGHTING _ _ SCALE: 1 /S" = 1'—O" e F ffiff t � F 43J-3 F F F , t__ 315 4✓7 GENERAL NOTES: A. COORDINATE EXACT LOCATION OF LIGHT FIXTURES WITH ARCHITECTURAL REFLECTED CEILING PLAN AND ELEVATIONS PRIOR TO ANY ROUGH -IN. KEYNOTES EXI: n1 EXTEND BRANCH CIRCUIT WIRING FOR NIGHT LITE AHEAD OF ALL SINTCHING/PHOTOCELL/CONTACTOR. OEXTEND BRANCH CIRCUIT WRING FOR EXIT LUMINAIRE AHEAD OF ALL SNITCHING. COORDINATE WTH MECHANICAL CONTRACTOR FOR THE LIGHTING LAYOUT OF THE MECHANICAL ROOM RELATED TO DUCT WORK. OC ASSOCYYMER M Cone ift Engne" "rdo • R pw" • w4d Pan BndE • R Myra 427 ComWpointe Circa, Suite 1825 Altamonte FL 32701 (407) 332-M FaX. 407) 332-7704 www.oaessodates eom w _j Z_ m ui Q s N O NMM Q O m m �oar Z Q U 0 i J_� w o m�W a Q M LJ` J U N CL 0 H J Qv Ld Z V >_m J-a. WOZ uWO '� W w > o- I � w U� o � aa� L, Z 4'^Y T g v � C (V ~ o0 v D'1 nl H. F U W O O N z q� O t7S 5: {S W O W E— a N � 0 z SEPT, '04 THESE PL SAND THE INFORMATION SHOWN HEREIN ARE THE PFDP OF EDWND k DRRENSAS, ARCNRECM PA MD REPRDDUCTONS, DISCLOSURES OR USE THEREOF IN WHOLE OR IN PAW 6 EXPRESSLY PRp- HIOM MI1NOUf WRRTEN I' MiS;ION. COMM. N0: OM503PB DATE: 04✓4614RY, 1005 BY: alp CH'KD: F#$ SHEET NO. OF 27 w I Y b >e 3 ab< 3 S £ i ♦bb E } f wsb? i ;------------ c 3 ? f t i ; 3 5 } 5 � 1 t 5 } t i 3 3 f s 5 i i i 1 f } 3 a i i w � f ; p ; } i y i ; F S E i 5 F ? i 3 i 3 Y � 3 i Y..........:.............-- ....,....mx.. -------------- „............-- i M M Y (Y Q MlS#iSi jjjj E e i Y M ' 7 2 Q 4-4 x1 R'lues Par I } $pjp f Lij • W coo • • •• . • IL .. • LLJ MnIIIIIIIn��,nilllllln•. I�anlillllllllllllml��� Q w to O Q�� � V Z `y O V � �5z V ti ^o oc H ' I U w Q X O u- to z O W w d O z © SEPT. '04 THESE PUNS ANC THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EOWND k OWTENM PACHfIEC14, PA AND ROWDUCOONS. OIS"OSURES On USE THEREOF IN WHOIE OR IN PART IS EXPRESSIT PRO- HIefED WRHOUT WRn PERMISSION. COMM. NO: 040503118 DATE: 04 ✓AWARY, 200S BY: CAD CH'KD: Ew Oil ASSOCI R INC.qSSOCIA SHEET ND. Cone ov avom ere akub • R Pbmo • Wed Pon Beade • R W" 1-9 427 Centerpo6Rte Crde, Sate 1825 Aftwwnte FL 32701 (407) 332-5110 Far 407)332-7704 f WWW.001if80Catu.corn CIER N MOPAvniowATNN1mmn DF 77 I N 6i 0 I C9 M- 3Oto C4 to N C iII 0 Gj au-U) z Co H J Co O J d ll # w J Y a o Z °' o w w 1- co N 0 KEYNOTES E: Q o 'o � �, In N o lo A 1 " ❑j COORDINATE POWER REQUIREMENT WITH ELEVATOR Z a MANUFACTURER'S REPRESENTATIVE. COORDINATE WITH w p a pp o N AND MAINTAIN CODE REQUIRED CLEARANCESQ � DISCONNECT LOCATIONS WITH THE ARCHITECT � � � N [2] COORDINATE THE LOCATION OF VFD (INTEGRAL TO UNIT) NTH DIVISION 15. w O.. 2 t Z - GFt' �, � ✓ r - �`�, PROVIDE CONTROL POWER TO VAVS AS REQUIRED. COORDINATE WITH DIVISION 15. ? 0 >- m ® 19' X 6' X 7' IDF RACK TYPICAL �'L _ _ ,gym F .,....�,�._. ...,. ,.. • xhz ,_ ___..., . _. _ _,___ PLEASE REFER TO REVISED ARCHITECTURAL PLANS FOR 1 w (o > a- o AHU-S T -p E GENERATOR ROOM. THE GENERATOR IS BOOKW NATURAL R S 1 3 TYPI MP_ ! I GAS ll } 1 13� qq y � © REEFER TO ONE LINE DIAGRAM FOR DETAILS ON FIRE WW� GFD ' PA, _ ! - 7 POWERED PAIR OF HANDICAPPED ACCESS DOORS. W u 1i f t t�t< ( COORDINATE WITH MANUFACTURER FOR INSTALLATION = 0 MPP.f-S i 00 MPS - f/In p T $ __... ) I d < r tllffL uj 6: to L. z `r. 1 B M O(1J� . Sf�iR�1, G -DATA / 1 _ f 's:it �, , ,� GENERAL NOTES: ` ! j 1. ALL VOICE AND DATA CAT-6 AND FIBER CABLING SHALL BE RUN BY E Dti�? 17aStt8 t S it P-S�� � ` II ERL=s'" a t N4 yt �26- THE OWNER'S I.T. REPRESENTATIVE, MR. BRIAN OR SHALL P PHONE 1-772-462-1759. THE ELECTRICAL CONTRACTOR SHALL PROVIDE R- -•! - • - i U ONLY THE OUTLETS, BOXES AND NECESSARY CONDUIT WHEN 12 i ERP 15A , 1 .. R' 1-S ``l f> s i Tl l ' WPG 1 _... 111 INSTALLED IN WALL ASSYS. .. _...._ T I i d 2 '`,, ;dr W 'IHOIMAS IL ATMESON, P.E. TFA-427 CENTERPOINM CIR, SUI 1a28 ,,,"'.` A _ RP-$ L.n ._! * } fn ALTAMONiE SPRINGS J2 S EG�RE S YGfCL f OOta RP-S 2 G 4 i 3 _"._.,. . __ Li MP-S „w 4 EPA" C 31:33.35 I FL RED. N0: P f08 _ DP-1 rT -ae ----___-- y_ ___rr RP-S ERP-S --r 1 T t rz - _ 1 _ E3R - - MP 8P- RP-S. _ d r fi✓f Pff� 13 15 17., (�1 REM, 7 ' 141OA!'1'ff4' rr qARe' RIM .rt VIC PANEL PP-T1 '__ •� _ J I PP -TT IRE RAfE%T l - S'T�ffiF GE P�1t � j 4 RP- f ` o 6 B d - M T] RP-S �.. ._ 67 i 12 L Z_-2> \ it Kt E iM2 2K 1 FIRE PUMP GNAP `a ijIYASE 51PAC1,WP © ROOM MP-S„ OP4 i i i 4u',18:21:I 922 ST~` a FlRE P CONTROLLER _J— ^1 a 15 MP-S 10 g > , clo el' WPG 1 F ' t v PANEL PP-T2 i PAD MOUNTED - p_S E M _ 1 s • , Lai URLITY XFMER - 6:20 AHU-G•1 MP-S I 25:27:29 O 3 STEP DOWN XFMER FOR $ E 140A" a tF: ? O I LEASE SPACE 011 {' 4 r PP- ✓ STEP DOWN XFMER FOR t.`-S _._RP" �f f,P LEASE SPACE 023 1:3:5 :,METERS CABINE T-i-ii �? �Y ELP-1 } ERP DP_Tt DP-T2 AIF.Gi a Pp3 eta 1 �✓�+ ,,,- .. 1�..._ GDP I I I 0� ____P- � ,. � �„ '"`w•-_.._` i.WPGj.._ ii 24 <I & d M" E SINCE EtOOA A RP-S ATSJ ATS SM 19 1- f ? EDP 01 WPG it Xaa.. a .........._ d17 G EGEW. tCi Ek nl"G i �1 I d d O Z LAJ WPG Ci i w z I �' w':.^,^'•~w,,.� f , (t - © SETT. 204 1 EsE Pews AND T E INFORAUTON SHOWN HEREIN ME THE Fr "`•+,,.. "`•n""*•,.._ ) { PROPERTY OF MWND k [WENM MMffW 5, IL ICI L STREET LEVEL - POWEReaN SCALE: t S" = 1°-Cr PA AND REPROD=016• VI=KiVRES M USE THEREOF IN IIHOIE OR IN PMf IS EV'RESS.Y PRO- HIRDFD WITHOUT W MEN PERMISSION. COMM. NO: 040503118 DATE: 04 ✓AHOARYI 200S BY: CAD CH'KD: f4v OC?I A890CIA7W,, AC i oT7 dit Engk~8 !Myars SHEET NO. Orlando • Ft Fleece • Weet Paln Beach • l3 427 Centel"poifte Circle, Suite 1825 �— n ARemonte FL 32701 (407) 332-SRO Fax 407) 332-7704 / ''. www.adassocialoo.com ASSOCIATES 06RgOME OP.WnamA7NN 4M1 C. OF 17 EFryr� //�T� �. API '� 1- mot- •, a. RP-iI-' r — 1�7471 [5� 1t i' r- N jj�l _ P I Ci ER M 2 1�ZMP-1 10 ERP_ RP-L I I I RP-1 RP �"rn'12L--------------37— —r --. '•,'.�'-;Ftt1 �... _¢s, , 3 6° _ � F ti;ti"f, ✓ { d> m ACCESS' ffifiF,^,4't%✓7LE° ! �' _ — _�— _ — _ _ _ _ _ J w �, FFLf4 n i 3� ��i1 MP-1 _ {� 22 o 4 dryry{ T>e ._..,..... I . _.—..__•. -1� ,r 33 L"r ✓ rl fi 1� { ,._ '�:�t".'' 1`%r ' 1� 7f �•rc.'d _.... =1t? i 4VG%rt°;f'Mrr�°4� RP-1 I I r'r L p III 34 13 � P 1Rq1RP yP—� 35 rQ-1 ERP ,8 L ■ /F I j1„ YERP-1 36f�ffkE { `/f. —�1N � I — _._J... 27 I L — — - O ` RP-1 I L- - _ ICJ 19 I ® `. — — n r r � 0prAj "� rat t i� r�1T1N �T 2 1t �.-_.....:-.: r � 05yIERP-1 -b I- rr y ?1a I V- 113 p7 �W ri 122 I I 2 1 ERP- IjWVI 24 ! _ —r �� I- I I- E,rvI ( i 1 .. p RP- nr-T V J I EA1 L-- I I MP-1 _ 7rr- ERP 1 -J L i __IF I ' SIP t y MOB -� >-I7 i -1J�1175°� i i 3 i{I i % - i I I IRP-1_���'I� '- RP-1m j1I rl 6 _ 1 r € i III i- /.2 I I a � 414 r AHU-1.'111 RP 39 L_J MP-1 4 1 � AAF:T I 20P- tiC.r G! 1obyI rt I I IF4 I 1 I Sri 1/ LU I iT1 kl'F.YY ERP-1 9Ait9C f )1 177 PP"tid. 1s. B MPfi�5 .I _._ a I I- N IL. PLAN I $i L0 o II ��r M� O.� J W J U < N w no 23 RP-1 n. .j - 1=� -ER 1� i Kr 24 MP-1 7 v21� d 22 2k ' -j RP-1,- MPP`-1 27 f Mks KEYNOTES E: �1 MASTER/MAIN DISTRIBUTION BOX MFR: COMMUNICATION INTEGRATORS, INC. (CII) OR APPROVED EQUAL CIRCUITS IN USE: PANEL RP-1 CKT. # 1-13 SPARE CIRCUITS: PANEL RP-iCKT. A 14-16 000 F2] MASTER/MAIN DISTRIBUTION BOX i MFR: COMMUNICATION INTEGRATORS, INC. (CII) OR APPROVED EQUAL CIRCUITS IN USE : PANEL RP-1 CKT. 17-29 SPARE CIRCUITS : PANEL RP-1 CKT. / 30-32 MASTER/MAIN DISTRIBUTION BOX j� MFR: COMMUNICATION INTEGRATORS, INC. (CII) iOJ OR APPROVED EQUAL CIRCUITS IN USE : PANEL RP-1 CKT. 1) 36-41 SPARE CIRCUITS : PANEL RP-1 CKT. 142 ® MASTER/MAIN DISTRIBUTION BOX SIZE SHALL BE PER THE NUMBER OF CIRCUITS SUPPORTED BY THE PARTICULAR BOX AS SHOWN ABOVE. SECONDARY DISTRIBUTION BOXES SHALL BE PROVIDED BETWEEN THE MASTER/MAIN DISTRIBUTION BOX AND THE OUTLETS IN FLOOR BOXES. THE SECONDARY DISTRIBUTION BOXES ARE NOT MOWN ON THE PLAN. ELECTRICAL CONTRACTOR SHALL COORDINATE THE SECONDARY DISTRIBUTION BOX LOCATIONS BASED ON THE LOCATIONS OF FLOOR BOXES/OUTLETS WITH ACCESS FLOOR SYSTEM MANUFACTURER AND OTHER TRADES AND SHALL SUBMIT SHOP DRAWINGS PER HIS/HER SCOPE OF WORK. ® THE LOCATION OF FLOOR BOX IS APPROXIMATE ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATION WITH THE ARCHITECT AND OTHER TRADES. THE FLOOR BOX SHOWN IS NOT TO SCALE. REFER TO DWG. E-27 FOR FLOOR BOX DETAILS. © ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ACCESS FLOOR SYSTEM MANUFACTURER FOR THE TRANSITION BETWEEN CONDUITS COMING OUT OF ELECTRICAL PANEL AND FLEXIBLE CONDUIT RUNNING TO MASTER/MAIN DISTRIBUTION BOXES. THE TRANSITION CAN BE VIA A PULL BOX OR A TROUGH. 7 PROVIDE A POWER CONTROL MODULE (PCM) IN THE UNDERFLOOR SYSTEM FOR EACH THERMOSTAT (SHOWN) AND THE ASSOCIATED MODULAR INTEGRATED TERMINALS (MIT'S). PROVIDE 120V INPUT POWER TO PCM VIA MASTER(MAIN)/SECONDARY DISTRIBUTION BOXES. COORDINATE WITH DIVISION 15 FOR PROVIDING POWER AND CONTROL TO MIT'S VIA PCM'S. COORDINATE WITH DIVISION 15 FOR CONNECTION TO FLEXIBLE WIRING SYSTEM AND INDICATE ON THE SHOP DRAWINGS. ❑8 MODULAR FAN TERMINAL (MFT) WITH HEAT. PROVIDE MASTER/MAIN DISTRIBUTION BOXES AND SECONDARY DISTRIBUTION BOXES AS REQUIRED TO FEED HVAC EQUIPMENT ( MFT'S AND PCM'S). MOB'S SHOWN ON PLANS ARE FOR OUTLETS ONLY, INDICATE ON THE SHOP DRAWINGS MDB'S AND SDB'S FOR HVAC. �g CIRCUIT NUMBER SERVING THE OUTLETS IN THE AREA SHOWN. 10 19- X 6- X 7' IDF RACK - TYPICAL 11 MICROWAVE POWER OUTLET, ELECTRICAL CONTRACTOR SHALL COORDINATE REQUIRED HEIGHT IN THE FIELD WITH MICROWAVE LOCATION. ROUTE CONDUIT TO PANEL GENERAL NOTES: I. ALL VOICE AND DATA CAT-6 AND FIBER CABLING SHALL BE RUN BY f� THE OWNER'S I.T. REPRESENTATIVE MR. BRIAN MYSZKOWSKI, PHONE- 1-772-462-1759. THE ELECTRICAL CONTRACTOR SHALL PROVIDE �tJ'f ONLY THE OUTLETS, BOXES AND NECESSARY CONDUIT WHEN (% INSTALLED IN WALL ASSYS. Oil ASSOC14 l ES INC. Orlando • RCS r mt Engo~8 P • FL 4Nere 427 Centerpointe Circle, Suite 1825 Abmonte Sp** FL $2701 (407) 332- O FaTte(407)1 332-7704 WWW4CI8irmcialea. nT eBRRCATe CP AV f f W I W,NMI Mtol W Z ° ^� m I— CO Q Z) N C) NMM Q O D°D m (A o pQ� Z a Co. JF0) 0 Q < �' V N = 0_LLJ n Z Lu �mW �OZ J Q 0_ O 0 In LAJ :r LE,1 C0 > n- J tlu C� Z � �4m a j M � � a F- C.D L,.1 -O Ce O 0. Li -- NII�� © SEPr '04 THESE PLANS AND THE INFORIATION SHOWN HEREIN ARE THE PROPERTY OF EDWND G DRIIENM ARCWIEOTS, PA AND XEPADDUMONS, MSMOSURES OR USE MEW IN WHOLE E OR IN PORT IS E1a'RESSLY PAO- HIM WM40UT WRITTEN PERMISSION. COMM. NO: 040503118 DATE: 04 ✓ANOARY, 2005 BY: CAD CH'KD: E49 SHEET NO. ITES INC. OF 27 sW— R ERP-2 1'fig RF �I ERP-2 jj2 3P-2 _ i I r_ J MP-2 OO ��� _ L — ERP-2 -17 10 f0ir-v Etas R(Ey 7 1 �i 2 31 :IRP-2 02 FRP 9 I m}}fJ!iG 4100 Ak` 1 ERP-2 _ ❑ , r 3 z�4 �,I 1�ns �,..,, -� ���C�'}i �F.CEgTIpN � �'�`-- I 2'rn I 30 RP-2 I RP—s 40 _ Ro — -- — ----m �fSEJ,' ...» — d L 24 —:r S 72rJ IT 172 1 2 -M - E 6 RIN .irO7,40C RP-2 � W1, L L7L6 g _ _'1�t i R)O_plor2.5' fa9fYOY4S i I ^,.,.13 .• TM ..��'� 14'4BFi{'r}w_6`. `� .. P •_�_.....e �-- Ei MP-2 RP-2 29 M6F�f AxT . 7 I _ RP-2 19 _ R5_2r— ERP-28 I mI ., ER r J a_0iP 4LERPRP 2I22 42 1u9 1 L---- - - rv- afficl f I l7RG°t r r I �, d ne v RP-2it 21I I aT d t 2 I_. 0 Vr— RP 2 RP rL 2 ! ... E 14 19 R 3, Ec, r r -I J ,l 2 a 1 RP-2 ER 2 I 8 20 MDB F' I = L I------ �1 RP-2 i i r 20 1 222 -- ! RE �1, =I _,. r d�LJRP-_Z ERP-2 fX [< �r s„ 25 2RIP 3 21 pER dam- I r ,r. i B2 Ecr Cr. -21 RIERP-2 22p� 2 __ _J ..:_ t Sate 1 23 J 30 pP Sr�t iiMP-2 �i _. 0 �` ERP-2 j RP 2 _._67- li I —__----- -d 8 u c v I t Co ro 0 I C? LW\n� � w o� z I— 0 wino Ls J P I" I 5 ref ri?Ie 7Z-1_11 r -'-' `11 RP-2E !bP 21 - — . 33 — Lq=- ----_ __ MP-2 RP q .} 29 .„v { KEYN®TES EI: ❑1 MASTER/MAIN DISTRIBUTION BOX MFR: COMMUNICATION INTEGRATORS, INC. (01) OR APPROVED EQUAL CIRCUITS IN USE: PANEL RP-2 CKT. # 1-10 SPARE CIRCUITS: PANEL RP-2 CKT. # 11-14 ❑2 MASTER/MAIN DISTRIBUTION BOX MFR: COMMUNICATION INTEGRATORS, INC. (CII) OR APPROVED EQUAL CIRCUITS IN USE : PANEL RP-2 CKT. # 15-23 SPARE CIRCUITS : PANEL RP-2 CKT. # 24-27 0 MASTER/MAIN DISTRIBUTION BOX MFR: COMMUNICATION INTEGRATORS, INC. (CII) OR APPROVED EQUAL CIRCUITS IN USE : PANEL RP-2 CKT. # 28-34 SPARE CIRCUITS : PANEL RP-2 CKT. # 35-37 ® MASTER/MAIN DISTRIBUTION BOX SIZE SHALL BE PER THE NUMBER OF CIRCUITS SUPPORTED BY THE PARTICULAR BOX AS SHOWN ABOVE. SECONDARY DISTRIBUTION BOXES SHALL BE PROVIDED BETWEEN THE MASTER/MAIN DISTRIBUTION BOX AND THE OUTLETS IN FLOOR BOXES. THE SECONDARY DISTRIBUTION BOXES ARE NOT SHOWN ON THE PLAN. ELECTRICAL CONTRACTOR SHALL COORDINATE THE SECONDARY DISTRIBUTION BOX LOCATIONS BASED ON THE LOCATIONS OF FLOOR BOXES/OUTLETS WITH ACCESS FLOOR SYSTEM MANUFATURER AND OTHER TRADES AND SHALL SUBMIT SHOP DRAWINGS PER HIS/HER SCOPE OF WORK. O THE LOCATION OF FLOOR BOX IS APPROXIMATE. ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATION WITH THE ARCHITECT AND OTHER TRADES. THE FLOOR BOX SHOWN IS NOT TO SCALE. REFER TO DWG. E-27 FOR FLOOR BOX DETAILS. © ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ACCESS FLOOR SYSTEM MANUFACTURER FOR THE TRANSITION BETWEEN CONDUITS COMING OUT OF ELECTRICAL PANEL AND FLEXIBLE CONDUIT RUNNING TO MASTER/MAIN DISTRIBUTION BOXES. THE TRANSITION CAN BE NA A PULL BOX OR A TROUGH. ❑7 PROVIDE A POWER CONTROL MODULE (PCM) IN THE UNDERFLOOR SYSTEM FOR EACH THERMOSTAT (SHOWN) AND THE ASSOCIATED MODULAR INTEGRATED TERMINALS (MIYS). PROVIDE 120V INPUT POWER TO PCM VIA MASTER(MAIN)/SECONDARY DISTRIBUTION BOXES. COORDINATE WITH DIVISION 15 FOR PROVIDING POWER AND CONTROL TO MIT'S VIA PCM'S. COORDINATE WITH DIVISION 15 FOR CONNECTION TO FLEXIBLE WIRING SYSTEM AND INDICATE ON THE SHOP DRAWINGS. 8� MODULAR FAN TERMINAL (MET) WITH HEAT. PROVIDE MASTER/MAIN DISTRIBUTION BOXES AND SECONDARY DISTRIBUTION BOXES AS REQUIRED TO FEED HVAC EQUIPMENT ( MFT'S AND PCM'S). MDB'S SHOWN ON PLANS ARE FOR OUTLETS ONLY. INDICATE ON THE SHOP DRAWINGS MDB'S AND SOBS FOR HVAC. g� CIRCUIT NUMBER SERVING THE OUTLETS IN THE AREA SHOWN. 10 19" X 6- X Y IDF RACK - TYPICAL 11 MICROWAVE POWER OUTLET, ELECTRICAL CONTRACTOR SHALL COORDINATE REQUIRED HEIGHT IN THE FIELD WITH MICROWAVE LOCATION. ROUTE CONDUIT TO PANEL GENERAL NOTES: I. ALL VOICE AND DATA CAT-6 AND FIBER CABLING SHALL BE RUN BY THE OWNER'S I.T. REPRESENTATIVE, MR. BRIAN MYSZKOWSKI, PHONE: 1-772-462-1759. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ONLY THE OUTLETS, BOXES AND NECESSARY CONDUIT WHEN INSTALLED IN WALL ASSYS. Ed J z m w F-(D Q � N O U) Q U OnM CV M m O N o 6Q� z Q oou _j m O to a < r. F— _j _d N _ C— (\ l� FW— J Q v Ld Z �m w xoz a rY O Q LLI (D > a_ ac z � w M a d.0 v ci 0. W Q O 4 L- 0 Z o 4 O N Ld Ld tr uj �a � N 0 Z © SEPr. '04 T m PUNS AND III TIE INMRWMN SHDWN HEREIN PRE THE Pfl P O MND b DADp1R15, MCHRFFIS, PA AND REPO ..... DISCLOSURE OR USE THEREOF IN IME DR IN PoM a WRESSI.T PRP- HIINM NTIN)w I RRIEN PENISSICN. COMM. NO: 140503118 DATE: 04 JAHOARY, 2005 BY: CqD CH'KD: £NCI OCI ASSOCd4TE$ W. SHEET NO. ConstdNig Engineers Crle 42 • Cftmnterp • Weet Pain , &M • FE Myere 427 Centerpo►de CIrNe, S1ite 18252 r — (407) 332-S1We 3Fe e(4o7) 33Y 7704 / www.Odaoscidates.CWn ASSCCIA7ES CERfHCA*MO AVN40RVMgeb3m OF 27 INC. T ft'r�E�3-- 11 � � �!/i�f€ I� � 3Jl � � � � R -3 � I ET/1Y7tl 1 I.._ P-3i I 2PRI!, I I I i fyN m 1 s11 1 1 1 1 MP-3 - 3p 1 1 TY)i {AYC ------- i fCE t,`%m;l,d LGi 12 1 �T{E `h9..f 9man i I t ii 8 r'y 1I-----------------------1 R 3; ®- i -T8� j _ m..,.,,Y., RP- � t-------------------------------1 t4g;Ek CNEM SiOR;-MP-3`I 1 ERP-3 jt t v R7 TYP aaa q r 2 �.»-,.... .-e T� R�P.--3t' , 1 4 - RP-3 I E i 1 i 1 Am f11�❑ C �ei Ci4P1 F >Cp RP 3° _ a e 1 DUE1lE I 4 $ � ERP-3 1 -3 � _ E ti;. wfJ En' i V 314 P-3I �._. '_" ` dl L1C �A'f fs� . - 1 _1 tNPE JIVt -33 �� 3F.2� It i 1. 2MRP-3 1 rw"a` ,_..._»O-. _ 1. 'Y 36 1 y ipL J Sef ! ty VAIISEI s^e"xr:a _ 1 ERP w ti(CRisfLbP r- ; 28i sEgRCY i IRP-3 KK 16 1 1 NhDEMS ry I°. i r-------- E !! P I I I 1 ERPr ?'f1E L--- _ __ __ 28 _a i i i kt OPEN 11�FlL"E ..P 3 I r l.,., _._ _ _ j ; i r 1 3P_3 311i ----•Ctft�lLL4a,{rE�l, 9 1 f _ =J 3 Y E �j1 ,7 1 I RP- 1 1 1 I ii ana 1 `e lI �s 1 , �ltl,r; I 29 1 1 f ii 1 'I,FENi igefEz: t ,a9 i 1 ltp n r u _ <, I {` 1 4 ---J 1 3 1 2 1 a 4f 1 1 :--� �_ P 3 Y0N P s`" qT I p i i 3 ERp _: t_ y- -_j } 1 1 1 1 19 L u E71P 3trr'� R. { a RP-31 1 -- p / _ , 1 i PC C1.r �4 RP_3 i 4=L6 .ram 1 13 30 1 - L--------------- jim V ,ERP-3 t I 1s RP-3 1 2 {S7 � ERP 3 � J_.ER 1 a, i 26 � t - - tE K C15t! g� rFK ,1rAflER @- . i i n i34 3 1 MP P 1 6RP_3 i 10 T 7 merC101#1ERy OPE4 any$'ICE 1 7., t RP 1 ERP- — I 33 + 1 25 1 i F 1 r------- '- 1 'Y 2 1 1 1 _ r.c., 1 I"?� I I U7tN £ fR1' - - S4"Eki1 - RP-3 30 3 4 '- r- I Mpg ~'1e .39&' I s` AI 695'Wfa'R � 2 1 C pitj L - - DOCDMEYT ®� jMl n✓� E1JY�1 1CKJ ;, 1 t'{ERn'I:afm �}y�,-e<..._I MP I �'i7TR uffY:. 1 I , I -1 --- 9 MFT-C 1941E ;« ,1:1CR0fPG,N8 i SGPERUt90RsS .. -^_ 1 1" 1 SERRCerll r _. _ I ERP-3 ,� ANU 3. r 1 .:: a a 1 [Ell ma----- ;. I� 31 } i426 1< a 41 t CGc�S -w 1 �E 7f 1 ® 1 '' I ,LE ii °��. ii 11 ' G"c� . ,$ �'`i ! L i;[I t+-- s_pGr -,-: �jj{Fj !1 Fa 11 i F'4r4 IP � 95 15 1 1 4) l MO&7�4 r- --ARP-3 22 MP-3 ^C9 I 117 Ass Mrr1L MFT- 1 $ j tt; cf �.fi7f -F r-4.•�'�%± f j ,.,axa.,..,.-,e:-'ro-_,.•tea--_..°,,,.`^-x B i SF.1rtlr''3 i ERP- .. gg C3 S -. 4- . 21 r I- ,ks _� ERP-SV� I1 ZZ.9' 11 !! � K _ 1� _ {ov. �^ ----' ICE ERP I/- - d ._ ) 24 i 1 _3 30A 3 ._ ffffff �, °. FS'S ea'lt;X° L_ p�"�" 1 .. LP�'fT; ERP- L_--.. J ,• .,,e __�„ 1 �P- '}i1 6 1 xr �.-- - --- pl, 101TVi C 1 ® 1 l If MP_.. l stork fflo& ebs 1&15',H17 70A -3 fm inns E33 4 -21__� 1`LtirEi (dEaifY` k L LJ j 1 ��(l mark1tM YNOTES 0: Q MASTER/MAIN DISTRIBUTION BOX MFR: COMMUNICATION INTEGRATORS, INC. (CII) OR APPROVED EQUAL CIRCUITS IN USE: PANEL RP-3 CKT / 1-10 SPARE CIRCUITS. PANEL RP-3 CKT $ 11-13 ® MASTER/MAIN DISTRIBUTION BOX MFR-. COMMUNICATION INTEGRATORS, INC. (CII) OR APPROVED EQUAL CIRCUITS IN USE : PANEL RP-3 CKT. / 14-25 SPARE CIRCUITS : PANEL RP-3 CKT. 6 26-27 MASTER/MAIN DISTRIBUTION BOX MFR: COMMUNICATION INTEGRATORS, INC. (CII) OR APPROVED EQUAL CIRCUITS IN USE : PANEL RP-3 CKT. 28-38 SPARE CIRCUITS : PANEL RP-3 CKT. / 39 ® MASTER/MAIN DISTRIBUTION BOX SIZE SHALL BE PER THE NUMBER OF CIRCUITS SUPPORTED BY THE PARTICULAR BOX AS SHOWN ABOVE, SECONDARY DISTRIBUTION BOXES SHALL BE PROVIDED BETWEEN THE MASTER/MAIN DISTRIBUTION BOX AND THE OUTLETS IN FLOOR BOXES. THE SECONDARY DISTRIBUTION BOXES ARE NOT SHOWN ON THE PLAN. ELECTRICAL CONTRACTOR SHALL COORDINATE THE SECONDARY DISTRIBUTION BOX LOCATIONS BASED ON THE LOCATIONS OF FLOOR BOXES/OUTLETS WITH ACCESS FLOOR SYSTEM MANUFATURER AND OTHER TRADES AND SHALL SUBMIT SHOP DRAWINGS PER HIS/HER SCOPE OF WORK. n THE LOCATION OF FLOOR BOX IS APPROXIMATE ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT LOCATION WITH THE ARCHITECT AND OTHER TRADES. THE FLOOR BOX SHOWN IS NOT TO SCALE. REFER TO DWG, E-27 FOR FLOOR BOX DETAILS, © ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ACCESS FLOOR SYSTEM MANUFACTURER FOR THE TRANSITION BETWEEN CONDUITS COMING OUT OF ELECTRICAL PANEL AND FLEXIBLE CONDUIT RUNNING TO MASTER/MAIN DISTRIBUTION BOXES. THE TRANSITION CAN BE VIA A PULL BOX OR A TROUGH. 7 PROVIDE A POWER CONTROL MODULE (PCM) IN THE UNDERFLOOR SYSTEM FOR EACH THERMOSTAT (SHOWN) AND THE ASSOCIATED MODULAR INTEGRATED TERMINALS (MIT'S). PROVIDE 120V INPUT POWER TO PCM NA MASTER(MA!N)/SECONDARY DISTRIBUTION BOXES. COORDINATE WITH DIVISION 15 FOR PROVIDING POWER AND CONTROL TO MIT'S VIA PCM'S. COORDINATE WITH DIVISION 15 FOR CONNECTION 10 FLEXIBLE WIRING SYSTEM AND INDICATE ON THE SHOP DRAWINGS. E8 MODULAR FAN TERMINAL (MM PATH HEAT. PROVIDE MASTER/MAIN DISTRIBUTION BOXES AND SECONDARY DISIRIBUTON BOXES AS REQUIRED TO FEED HVAC EQUIPMENT ( MFTS AND PCM'S). MDB'S SHOWN ON PLANS ARE FOR OUTLETS ONLY. INDICATE ON THE SHOP DRAWINGS MDB'S AND SDB'S FOR HVAC. ❑g CIRCUIT NUMBER SERVING THE OUTLETS IN THE AREA SHOWN. 10 PROVIDE DEDICATED CIRCUIT FOR THE POWER STRIPS IN RACKS. 11 19- X 6- X 7' IDF RACK - TYPICAL. 12 MICROWAVE POWER OUTLET, ELECTRICAL CONTRACTOR SHALL COORDINATE REQUIRED HEIGHT IN THE FIELD WITH MICROWAVE LOCATION. ROUTE CONDUIT TO PANEL r' GENERAL NOTES: 1, ALL VOICE AND DATA CAT-6 AND FIBER CABLING SHALL BE RUN BY THE OWNER'S I.T. REPRESENTATIVE, MR. BRIAN MYSZKOWSKI, PHONE: 1-772-462-1759. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ONLY THE OUTLETS, BOXES AND NECESSARY CONDUIT WHEN INSTALLED IN WALL ASSY`S. OCl ASSOCIATES, INC. Constift Engineers Orlando' R Pbrce ' West Padn Beach' R *we 427 C Interpointe Circle, Sate 1826 AMamonte FL 32701 (407) 332-M Far407) 332-7704 www,oclassociate .com CBf nm"m OF AMIDRUTON 101281 w Z Ca o m vi L w O m Q O N O 04 NMM Q O Do m N o oar Z a S _j Ld o a m 0 -I N V (L 0 LLJ F JQLLJ Z rm w J Q OZ O 0 Lai (Co>0- 9 � o g� I< Z W M v 4 � � w v �co C1 N H. LIJ X O a. L_ Q SEG/ '04 THESE PUNS AND THE INFORMATION SHOWN HEREIN ARE THE PROPPRIY OF EOWNO a ORRENW AROINECIS, PA )IND Ro"w oom USM)SURES OR USE TIEAEOP IN 111101E OR IN PM IS EIfPRcSS1.T PRO- HIBIIED WTIOVE WRNIEII PE mmm. COMM. NO: 0405031s DATE: 04 ✓ANOARY, 200S BY: CAD CH'KD: EM0 -d' '2 O � M oomx 0 0 L:i Q Li (v Z E— H W Co O LLL J EL -- SIMAZUR COO ROOMS, -stand ,pipe abd SPo'rrweP � EAl COltfy ,� r „• r ,� mrza �-. mm�mrmm..ai. '1c l"'v.Pyux...uvmuvad 4�^•b, .x .....ry'' ..� n'T""",..'. _ x-.:.. a ...x. r: qi' f/��f7(�. Fr �. —� �!,— p n I 'f.f9._,i _ ,r''C I — '1 bFir r:/ f , - ,, '1, a EI "l '"�' v+' r / 12 I � fs Si��kE ERP 4t � � I f 1 S✓``y �, �,; � � � RP-5 i Rp-4pr ✓ � i 'PkB4R(Si 1'M O 7 �i N t1,I:"i._, ->i r ` p_; I �.:�� e r` it(a I I t�/f`_. i at MP' 1# � EJ ' J -MP-4 I r l 4+--- I I �_4 MP-4 l r to I Q. I 129 10 _ O t- I 1- - - - - - - - - - - -I iAA3Cfw ,-------------- i \ I a ER 3 ? t1= d- .i3 J, ;k 4y 4 r - -r _ r EiP I J r 10� 4 __. Oil RP-1 TTB I 3 sf RP-4;® r 7 RIB / MDB 47s( 31 -4 RP-4 1 ? t�tll.It' ARIA GeV , _ I _ !V MP-4 �i�f;-"�, � E� _�a��`` ref% rsCP Is I ii R! �4 r -4I— L $ — — — — hs0, I ERP- ■I 42 4�0 E� i5-J, - — ERP-4(I _ Sit'»"r I I ] I - _, ; GIER& 6% I3fa° lug f'1"'2 �"�...e ..1-g'V—y 0 1.-Mm.I ..._. r' .�n r RP-4.,„�d1Ff `',1.� ! t+j3r�G"fit � wy \ .�L... G Ir;128 �1 J _ F 3 _: _ t a -F i t Y �..e - a ( r I Li 5P- �,•s GttYPSE✓i 4 . tff'f�tr ERP-4 - 1 ` LLL.. .. p_I 1 r , 11. i rrlrrige 41 - -1 JO ,. 41S Pere z? Y �__,- a l XNOTES E: �i MASTER/MAIN DISTRIBUTION BOX MFR: COMMUNICATION INTEGRATORS, INC. (CII) OR APPROVED EQUAL CIRCUITS IN USE: PANEL RP-4 CKT. # 1-9 SPARE CIRCUITS: PANEL RP-4 CKT. # 10-13 y' MASTER/MAIN DISTRIBUTION BOX MFR: COMMUNICATION INTEGRATORS, INC. (CII) OR APPROVED EQUAL CIRCUITS IN USE : PANEL RP-4 CKT, # 14-23 yi SPARE CIRCUITS : PANEL RP-4 CKT. # 24-26 p ❑3 MASTER/MAIN DISTRIBUTION BOX ' MFR: COMMUNICATION INTEGRATORS, INC. (CII) OR APPROVED EQUAL CIRCUITS IN USE : PANEL RP-4 CKT. # 27-37 pt, ovipdes iry`.�p%�t?p wo.soMt r':/f'SPARE.'ORCUITS PANEL RP-4 CKT, # 38-39 p # d �tdEC fR�1� S°£;'�EE''#:�' fDfMAST]E AIN DISTRIBUTION BOX SIZE SHALL BE PER NUMBER OF CIRCUITS SUPPORTED BY THE PARTICULAR BOX AS SHOWN ABOVE. SECONDARY DISTRIBUTION BOXES SHALL BE PROVIDED BETWEEN THE MASTER/MAIN DISTRIBUTION BOX AND THE OUTLETS IN FLOOR f'r E BOXES. THE SECONDARY DISTRIBUTION BOXES Li!lj ARE NOT SHOWN ON THE PLAN. ELECTRICAL CONTRACTOR SHALL COORDINATE THE SECONDARY DISTRIBUTION BOX LOCATIONS BASED ON THE LOCATIONS OF FLOOR BOXES/OUTLETS WITH ACCESS FLOOR SYSTEM MANUFATURER AND OTHER TRADES AND SHALL SUBMIT SHOP DRAWINGS PER HIS/HER SCOPE _ OF WORK. THE LOCATION OF FLOOR BOX IS APPROXIMATE. MP-4 r ELECTRICAL CONTRACTOR SHALL COORDINATE RP-4 I :s s _. r ¢ m R,f 1. (^ _ _ T LOCATION WITH THE 6 I Im MY/ -C 2 _ _- _ � I �"" [ ( I � � I � � OTHER TRADES THE FL OR ARCHITECT X ISHOWN AND NOT - _ yy- _ y I - P FfCE -1 T I 4pb TO SCALE. REFER TO DWG. E-27 FOR FLOOR J _ i j I> (� V i .r .- p _ 1�i BOX DETAILS. ? _ ? ✓sn „-ut: ,� f g �, L ELECTRICAL CONTRACTOR SHALL COORDINATE _r COED ERP r4 I i RIP COE ._ MDB MFT-C MP- © NTH ACCESS FIIXXR SYSTEM MANUFACTURER I.. _ _ 8 FOR THE TRANSITION BETWEEN CONDUITS i - L L_ t u II14.3 COMING OUT OF ELECTRICAL PANEL AND -2-�:r 11- FLEXIBLE CONDUIT RUNNING TO MASTER/MAIN i 1 _ p DISTRIBUTION BOXES THE 7RANSI110N CAN BE L .ERP-4 .1R I I a«srrd n .( ....I _— I 1-- w w. „I,,- m �iC _ NA A PULL BOX OR A TROUGH. i�� 'f F' I eve (I RP-4 .. ® I! 34-4 1 FW I ERP-4 - h sTr�1CF _ - €rPy t r C4i9 - - r__ ePutsas 429 T PROVIDE POWER FOR MOTORIZED PROJECTION ase;,rOt :E j V� I T - ! _, -, I SCREENS. COORDINATE WITH ARCHITECT FOR kOLtrs ERP Li AOA/TS I� 1 t' - I=".. RP- P01dF All ` ` I RP -4 � } I I j 1.„d 1 j -_. 3 p EXACT LOCATION AND POWER REQUIREMENTS. ^_ r P_4 * #'� 1J I - i s - �-yt - -4 ) � PROVIDE A POWER CONTROL MODULE (PCM) IN 37 1 $aJPEkJ.FSO r I L 3— THE UNDERFLOOR SYSTEM FOR EACH ne$rN eRtrN THERMOSTAT (SHOWN) AND THE ASSOCIATED _ _� �fr1c o i Y_ — — — — 22 _ E - �� _ ,. C _ _ �_f j -�, ERP-4 F j MODULAR INTEGRATED TERMINALS (MITS). # r.,lllYif h :,a L 7 - "� `\ r 'tea T 1 1 CT 0_ -- _ 8 t PROVIDE 120V INPUT POWER TO PCM NA L ,T _ _?�. 3f}tl 4 I35 �,. MASTER(MAIN)/SECONDARY DISTRIBUTION BOXES. 11 dflo li T r�r +r, iwrr t''C1arw Slsl/P �- j _ _ _ ¢tbac COORDINATE WITH DIVISION 15 FOR PROVIDING i E dh�L'SriC' .rtLEf{w'"£" ..: --� - -1 �I It d't)'` _i 4 i _ - - - - - - w I', i _ 7 POWER AND CONTROL TO HITS VIA PCM'S. ( -- _ - COORDINATE WITH DIVISION 15 FOR CONNECTION Op itmm'u lfZ - L A I I` r e - r < i 36 TO FLEXIBLE WIRING SYSTEM AND INDICATE ON _ --- _. -� t< E J s RP _ rt_.k �._._ _... � RP-4- I t THE SHOP DRAWINGS. tRP=4 I` 23 s w f - dS,1FICL3 w. ^ -_ _ €rtrl� 1 -� Q MODULAR FAN TERMINAL (MF� WITH HEAT. FF 4,1 RP {- __ . _ 16 T.- ® PROVIDE MASTER/MAIN DISTRIBUTION BOXES AND for{/-=r2fi/ - / I SECONDARY DISTRIBUTION BOXES AS REQUIRED f r S I- 1 r RP 4 dit3FOCA�i /j` 1 ,.' . I I i�fi Iffy 117 la ( { - TO FEED HVAC EQUIPMENT (MFf S AND PCM'S), L®J ` `� F- C- A'Ar delITI(A ;War 414cffl,Vz ° - - MOB'S SHOWN ON PLANS ARE FOR OUTLETS j ONLY. INDICATE ON,THE SHOP DRAWINGS MOB'S 2 �11S�m1 I _if .f 43ti AND SOBS FOR HVAC. ERP IRS. � -, � Y - RP-4 7 � `-'" 10 CIRCUIT NUMBER SERVING THE OUTLETS IN THE AREA SHOWN. 0 P j I P5t1r't3y�' E 9 1<-I I ' 4tt IIw R-4 2 2I- fl 19 X 6 X 7 IDF RACK TYPICAL I 43r i?Fe01 MP14 m 5 s I I _ - - I 12 MICROWAVE POWER OUTLET, ELECTRICAL I r CONTRACTOR SHALL COORDINATE REQUIRED (d-ti mil' _ D ERP-4I I I I s ___w HEIGHT IN THE FIELD WITH MICROWAVE LOCATION. 5 MP�A , 1 / ROUTE CONDUIT TO PANEL _ M- 4 I lµ 03 r _ 'I p _ - .J E-C 7 4' MP-4 J i s : r . , API I Ax _ < ECE1/1 433�G1 ` Ia _. _ k ' -q_.� GIORK ARE .� L II t u _ �� R _... _ ..3� GENERAL NOTES: art,a ' � , vile �"`"`�" ✓ � 1 - n RP- 1. ALL VOICE AND DATA CAT-6 AND FIBER CABLING SHALL BE RUN BY _?IERP 22 _. THE OWNER'S I.T. REPRESENTATIVE, MR. BRIAN MYSZKOWSKI, PHONE: w ur.-r-- -_ _ 5 L ( a, 16 t - �,e- 1-772-4$2-1759. THE ELECTRICAL CONTRACTOR SHALL PROVIDE �RWR, L71,_-. ' ra°.r t( ONLY THE OUTLETS, BOXES AND NECESSARY CONDUIT WHEN 3a' t %Fl INSTALLED IN WALL ASSY'S. RP-4 20 1 .,. I, BREAK ROOM 13T1 6 Ld ar - m • Lill 0 '• - to CL LLI rr • . • • • • • > r 'Ilpu••IRI' ,a011111III, IIIIV•'rElll III III III. �N IIIfIIIrpr......rrt111IlII J a w to W � a ao� _Wm J r v � 4 C� rn N r W w Q O.. W © SEPT, '04 THESE PLANS AND THE INFORMATION SHOWN HEREIN ME THE PROPERTY OF EDLUNO A DaiFNPAS, MCHREOIS, PA MD REPRDD "DNS, DISMIDSUMS DR USE THEREDF IN *WIE OR IN PNTT IS EVREMLY PRD- 111 R YMIDUT WRIREN PERMISSION. COMM. NO: 040503113 DATE: o4 ✓ANUARy, 1005 BY: CAD CH'KD: Ice OCIA SOM47 , IAC SHEET NO. ConsLav Erow re OrfanNo - Ft Peres • Weat Pain Beach • Ft Myers 427 0miterpo¢Lte Circle, SEate 1825 ARemmte SprkW FL 32701 (407) 332-NO Fax {407)332-7704 / "T WWW.00,a"ocioLtes.com ASSOC/A TES OF 27 CEERFCATE OPAVTH0IBATNIN N2r1 C. # $ $ { z i { 3 � 3 i # a r t i # t ~b 3 k4 $ $ bq # # @A a # b�@ k i 0b��.mvv i $ { $ L 1 i I 3 } { i 3 i 3 f i $ r i { £ E { L $ { a I a f I 3 3 3 5 f i 3 $ �F $ S I { s { # I i # # f t i I # I RP-5 3 M EF R1 RP-5 4 5LrAv 2A 'Tie, r t "•: r k i REF-R2 o"iM) RP-5 5 RP-5 2 m F 5{{ # 6 � ({({ S f # # 4 €9{g # 3 I I# {I KBNOTES 0: ❑1 PROVIDE POWER TO MOTORIZED VOLUME DAMPER. COORDINATE EXACT POWER REQUIREMENT AND LOCATION WITH MEACHANICAL CONTRACTOR. } w J Y l o s Z im vi W O w F- CD UI Q O Do M m N o pQ� Z a o >� I U _1-� W o a m0 H z Ln 0--=� Lij Z U )-LLJ m W J a mcyo Lo W S L€.I (0 > 0- EU O = W T \ Q LIU v C v ti � N 1— U LAJ i O 0_ La z 0 w d' w a 0 0 z Q SEP". '04 THESE PUNS AND THE INFORMATION SHOWN HERON ARE THE PROPERTY OF E NO ! ORIENB , AW;NRECIS. PA AND REPRODUCTIONS, DISCLOSURES OR USE THEREOF IN WHOIE OR IN PAVE a WRIMLT Piro- HIRRED MHOUT WR17EN PEROMON. COMM. NO: 040503VB DATE: 04 JANOARY, 2005 BY: ev CH'KD: ENO OCI ASSOCL47M /NBC. SHEET NO. Coned Erotwers OHenab • R Pbree • Wed Pan Bemrh • FL &)wv 427 CenterPOiht* Cirde, Su to 1825 1 ARemonte S;Zi FL 32701 / (407) 332-RO Fax: f407) 332-7704 ES ATE t �� associAaES OF 27 # RAPEI WRA r ok ��u q x 3 � UPPLY RETURN IDD go 0 ®®im yPI r,vg Wf•11Tm, Tj1 fOre fj dddd Cor'rmer cal ??ef'chesi { S dreg I €i€ F wP V F F .swwra# ) U'Ayc S'pof TE it ms , aun"w✓maaeen s�xl , i a KEYNOTES EI: ❑1 REFER TO MECHANICAL DRAWING NO. M-1 FOR EXACT LOCATION. aREFER TO FIRE PROTECTION DRAHING NO. F-1 FOR EXACT LOCATION. ❑3 FOR FUTURE HOOD LOCATION. J Z a a m w �_ in in Q O N O (n N Q O OD M M m N o p< Z a (5 _j0 Ern W 1- o z a mOto Ln Q Q < � LT_ Q U N OL _ o i- _j a 0�LLJ J Q 0Z 0 u�w� W (D>(. h � w o ZZ W M � y 2ti W Q 4i W �a >r _ CJ � Nk F-- V Ld w O O- LL © SEPr `O4 THESE PIANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EDLUND A DRITE4845, AACNRECTS, PA AND REPROWGTONS, DISCLOSURES OR USE e THEW IN WHOIE OR IN PART IS EXPRESSLY Pam— e HINTED WTHOUT WRRTEN PERMISSION. 1+ COMM. NO: 0403-03YR DATE: 04 ✓ANOARY, 100S BY: clip CH'KD: EAV OCI ASSOCG4= AC. SHEET NO. Ohr- FmWoo • WedPal"• Ft tyer 427 Centerpointe Cirdb, Stdte / V 1825 Altamonte R. 32701 (407) 332-5110 Fate 407) 332-7704 www.odaaeadatoo.com ASSOCIATES OERnF"TE OP AMTxoW/OIOM INNIN INC. OF 27 LJ 1 ;�pi Fe-1 � Nwma r 1 06AV E1 ..., r L m., ec AMR "6 4—p— a �� a rZa L s irysmsL 144 (110( EFfi mm IUPPLY RETURN um Dm D n V REPAIR toffy ( 001 b°1' idlPd&>$ El 0 11 I �*, 4Tf �� L 1 31 k�w c 3 f I 0 w WV 111 cil 6 1 di i Iti 8F?'"f.f tl ¢¢ eJi NYa'Z 91 - II A Inift. 9 } Lil Z (0 a �No v) U b 0M1714 M Q N m d KEYNOTES 0: z IQ J 0, a COL REFER TO MECHANICAL DRAWING NO. M-2 FOR F_ Z 0 LO 1 EXACT LOCATION. Fr Q m ? 2 L,", REFER TO FIRE PROTECTION DRAWING NO. F-2 Q N < " ` ' FOR EXACT LOCATION. Q 0 Q v w Z = Q w m O LLJ J Q ��Z O Q LO w S Ld CO i d op 0116V co Q DN = N Of O rv �. �T 1HOMAS 8. AITCHESON. P.E. Es -ti• (/14 AL AMONIE SNPRINCS5R,,..R 1327fO8'I � it FL REG NQ: PE32188 ��..of tow WAU it p P L low ffplp L 6 WAI¢ 'z 1I 1 4 Pi ,files CII0 : f21 ZG .`2 4 V � ao� � O Ilu W v C U LEA N0N to z 0 W W a a 0 z © SEPr. •04 THESE PIANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF MIND h ORRENOWS. ARCHREC15. PA AND REPROOUOIIONS. DMWURES OR USE THEREOF IN WHINE OR IN PWRT 5 WREISLY Pq0- HINTED Of fROUT WRITTEN 1`0111 SON. COMM. NO: 040503YR DATE: 04 ✓ANOARY, 2005 BY: CAD CH'KD: £NG OCIASSOM47EA IA . SHEET N0. Conetrf�g Engineers Orhn42 • Rftomere •Wet! Patin , " • R Avert 1-47 �/2Cenerpante Cede, Suite 1825/ 7 (40» 332-5110te Fax 407) 332-7704 DIAMdetN � SSO ACf c TEDIP A TES OF 27 /NC. V GIMEfaill OAD N �'•R 7 1 �tgg! B MINI, UPPLY RETURN ®r ID Dm D (11OCD) OBW AY PAN r FI E y. 10PIFY a 40DIO e rr- 3 � T%Z DE 1 { r -1 1f E LJ v fr —17 ' l � ,11.11.g — . Mgbr I�,0D �1 .ILL v F 110CD) is 2j ,s �. i t the # `e fe i ! 5 z)r it J r _ 4oa-rNNE art. Jj� _ � p ( ) a p v ill ` `NSF>W;n 7 MP 1ry .,w . A .... x..............w..w., ..., ..... ,„..........x ..... vr.."....w.v........"rw......,.....,........,, r rP............:.""n � 2dd� ' S YA- FV5 4� 444 X CWfPrkSi AWN4V 0 -LEII. iffid1thauldtu °gas us W J Z a o w Lj a fn < =NO toMCV Q u O M KEYNOTES Cl: Z a m J o REFER TO MECHANICAL DRAWNG NO. M-3 FOR F- Z Cfl O tD EXACT LOCATION. ®REFER TO FIRE PROTECTION DRAWING N0. F-3 Q V) _ Q r FOR EXACT LOCATION. U CL Z = >- m . U 4j M J a OZ Q O LO W W (.0>a ZZ w � Q r W p 10- L� N Z 0 W 5 W F 0 ttt-61 © SEPr '04 THESE PUNS AND THE INRORNATION SHOWN HEREIN ARE THE PROREm O EDWND t DIR@i%S, MCHRECIS, PA AND 11EPR00O0 0n, N9 MRES OR USE THEREOF IN WROTE OR IN PIAf IS D REALT PAO- ffl O WDHOOE WROTEN PER i=N. COMM. NO: 0405034 DATE: 04 ✓ANOA$Y 200S BY: CAD CH'KD. fa OCI ASSOCL47M M. SHEET NO. Cons(MV ErGtwwe Olhnab - R PAW" • Wed Pain Beach • R Ayer 427 Centerpmte Ord&, Suite 1825 Altamonte Sprinya FL 32701 / U (407) 332-SW Fax (407) 332-7704 WWWAda"Odateccom ASSOCIATES CERM!"1Ea AURMMpATWNIWON INC. OF 27 P . EAR` 02� 004 DARE �... , s PRo y., for E31a ... SUPPLY RETURN ID D ID D ❑1 ID WIN a k/L a Am N 3QS w jig LlLE; A WOMEN i MEN µ sx Wiry We sfoRl Sgnd pi, e and stat"rwets P IF 3" � i WkW i POW kfp;em %�Lbi4 R£3IEN ' x � � ;14t r sFi b tzrxr^ 331 ?"119K C4000s OPEN offielf E ldrd board f a§a`}Y#s7L' mrA rA KEYNOTES O: REFER TO MECHANICAL DRAWING NO. M-4 FOR EXACT LOCATION. QREFER TO FIRE PROTECTION DRAWING NO. F-4 FOR EXACT LOCATION. SEW# offle'f w Za m w wO H e9 F- Q N O 04 NMM Q O w m V) Z a ? a, O J V OL Z = m U ?a Lq -j a w�O ° Lo>OL 0 z a _i Q w N O ?ti W M a r V Q Lj L\J ~ O p H U Lu O � � z Z 0_ qx„"ff( r P.."`O > � W Elf W H ri O Z © SEPT. 04 THESE Pt S AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY Of EDLUND h ORITENIMS, ARCFI7WM PA AND REPRODUCOONS, DISCLOSURES OR USE THEREOF IN WHOLE OR IN PWff 5 WRESSLY PRO - HIM MCUT WRRIEN PERMISSION. COMM. NO: 040503118 DATE: 04 ✓AVARY, 2005 BY: CAD CH'KD: 6#6 �A��� %�. SHEET N0. O►hndo° Ft Pt ch ' F1 Myw& 427 Centerpointe Ctrde, SWte 1826 1l./ARamorde IAASSOMCIA SpraLOa R. 32701 / `(407) 332-NO Far t407)332-7704 lewIxismoodat"m"n <OOfRCATEO AMRiOFQAT wm OF 27 47 a 4 S i#.w� jY <J .. imemeasr { ¢El y�J( K z [[ i y AACAWM i I Y OPEN Offlec CF 0Vp f3l w *' M p�XSgg; � m Cf( '? i T CID 71 1 1 11� rpi Parr e i — i$,Y'tl!#YC9.5 0a _,r-- C1vt xu 10 I } ,,,...�,..,,m...... � . ��. rL— r ED to mpy a �roa4�01 rows re 9&WL .r�ie f`. ��Mf➢fr35J��,..v., rr, y i .._w.......... - i .»o. u �€OV Flz r (110CD)naaf .��ee��yy��yygg pp��9r��, \ x 9S'i xkA6,MH ((� .r } 1cp VEY e,7. gg. ,.,.. �: t 1 ® Ilk a _ SUPPLY TURN �,_._>'& I D D A'{ max JA k��taGd3,'� lI ,i=WL€llEi&,X£A M.. Y x' _L._ 2 z f I 14POE COO OR 2 sleWicR c fr, WNW r' lf'R d'/ g (11000) r AfiW 1410IAP£ mxs� �i 4Ig d M4� � w 01flef L�41311 1rtovrde (2)two soffit -aante ROUND fiVrOW0 /Rk 014 E€ 3 FRIW ROOD F : KEYNOTES E: aREFER TO MECHANICAL DRAWNG NO. M-5 FOR EXACT LOCATION. REFER TO FIRE PROTECTION DRAWING NO. F-5 FOR EXACT LOCATION. OCI ASSOW TES, IMC. cawa ng Engineers Orlando - R Plies - Wed Pain Beach • FL Myers 427 CenterpouTte Circle, STnte 1825 Altemonte SprT Fi 32701 (407) 332-M Fax t407) 332-7704 Wmafasaociatee.com CE RFOATE OF AVRMNWTNIN mm u • • u 44 „uj • • Ld Of • Jill e�lllllllle�ellllllllle o No I Ilploll l� . III�IIIpn..�...q�1111I�I !I�'IIIIIIIII�'II'IIIIII�f' 1 'mac Q � aoro 1 � q j = W V C � V Cl N Mom. F'— LLI O W Q 0 SEPr. '04 THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EO.UNO k ORIT sk% M gE0T5, PA MID REPROOUnON% OISCLOSURES OR USE THEREOF IN WHOE OR W PAR a WRMY PRO- HIWIED mRRUT WRITTEN PERMIMON. COMM. NO: 040503PY DATE: 04 ✓ANOARy, 2005 BY: CAD CH'KD: £,YG SHEET NO. 1-20 ASSOCIATES OF 27 INC. LIGHTNING PROTECTION SYMBOLS —C COUNTERPOISE CONDUCTOR - CABLE SIZED PER NFPA 780 -G- - - MAIN L.P. CONDUCTOR - CABLE SIZED PER NFPA 780 1 BONDING CONDUCTOR - CABLE SIZED PER NFPA 780 O AIR TERMINAL ® EXOTHERMIC BOND Ak EXOTHERMIC TEE CONNECTION ON DOWN CONDUCTOR LOCATION t / _ \ _ / t \ ! k 3 — C ,..wM »r^+wr vt �ff rroroa va i I ff i t 3 ...«,«..., w w I ( 3 ; °�,� _ n _•:�.--�:. aww � w ww __ w--- 1 I iIn Id F Y 3 - ....,....w.. t. p`ti r ,« fir• ✓o-..,•. ........«,..«.« ..., ,.wwy(k "'*'ew, £ ` 1 i I i i na .,..,,.,.... s dII ��i a ♦ `,3 , `m S� w a's. } ! � i i I G_i s{ }t t { E I n 9 f L.F , q 1 ° a �� a i �.at � �.✓a � "w" >ro%., ero rya i e y s E + e w i Y DNi` �a 1 pt ....ww ,,..m.,.»....,»,,.».... i b 1 g A rafF i 3 1 Y. Y 1 CPS ( a i I i 6 ..,",.. �.....,.....�.............w..,.wwwd.,,.........»_..w.,..,«.«.,« ,...,�......._....,, ..:«_._«...m.........a,».,..,,.....w.. '.... �...«»...... I t ? 1 1 1t { } 1 I E t { Y x O 1 aww,. tt 8 k f f E I i 3 If 3 Y »f t x } a DN I I, ----------- i }a 1 __, w__ww»_«_ w __- _m 1 Y8 I I I _ ww �. a o E w_ w- ... £ `>w U w, w ,,.. t ¢ I I ? E _w._ i ak kF S bt {@ 2 if I ff Y{ if Ei £8 i} S I {f }} i} f! i f Ii Sf 3 I ei � li 6 f F1 it is ff i£ It f 3 fl If 3 S 3 Z i. 1}f EF f I { 1{x nE t I l e f t f f F F I I ,ro li i i e i �{ t s ly} U 1if 1 t If} t t ti ? I d j9 I m d I ? F 3 t w? 6 BtY I A Y fY' SE $S Y F9 SF $ $ ) as it ! r tt j JS y j S{ ` Et dt d P dj)jjj ad a { I ) ? R t f J d t / 'ry Z I 1 ` a 6 ��" w•Jj_' uty wwy 11 I' ram• / � ELE TRIAL ' SC LE: 1/8" — 1'-0" w Y Z_ ° O7 w wo UJ Q V O N O NMM Q O co m v o pQ� i Z Q J _ 0.) w Z < moLo cV Ld Z uj m ' J Q 00Z 0 InwM w (D > 0- z Q '\ OG � V �F- a�a W T 2 `O � j=W rVh: ^o of V w Cr O OL I V) Z O LJ w w Q O Z CQ SEPT '04 THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EDWND h MENBAS, ARCHRECIS, P.A. MD REPRODUCRONS, DISCLOSURES OR USE THEREOi IN WHOLE OR IN PART 5 WRIMY PRO- HISITED WRHOUT WRRIEN PERMISSON. COMM. NO: 0405034 DATE: 04 JAVARY, 2005 BY: CAD CH'KD: ENO OCI ASSOCIVE"A /W SHEET NO. Coned&V Engineers Ork%b • R Pkres • Wet Pain Beech • R Myers M 427 Conterpointo C*de, Sate 1825 1-2 / / (407) 332-M Fox 407) 332-7704 www,ocTeeaocateecorn ASSOCIATES OF 27 A:6nR MOFAvrNOWADONMill INC. t IING JUMPER NEC 250 - METER SURGE ARRESTOR NEUTRAL BAR SAI GND_BAR 70/3 0 IL U PROVIDE GROUNDING PER DETAIL ON DRAWING E-26. BOND ALL SERVICE GROUNDS TOGETHER, TO POWER COMPANY TRANSFORMER 5 SETS OF 4#500KCMIL, 3 1/2-C EACH 60/3 > 60/3) 60/3) 60/3 60/3) 4#6AWG, 1#10GND, 1'C PANEL PANEL PANEL PANEL PANEL u LP-S 60A LP-1 60A LP-2 60A LP-3 60A LP-4 60A SURGE PROTECTOR TVSS MLO MOB MOB MCB MCB TRANSFORMER T 500KVA 48OV,30 DELTA PRIMARY 120/208V,30 WYE SECONDARY 800/3 ) PANEL DP-1 1600A MCB 4#3AWG, 1#8GNO, 1 1/4-C 4#1/OAWG, 1#6OND, 2'C 'ANEL PANEL PANEL PANEL PANEL RP-S RP-1 RP-2 RP-3 RP-4 t00A 150A 150A 100A I 100A I I r MLOMCB MCB MCB MCB srRMCE VOLTAGE 480 / 277V, 3PH., 4W. LOAD CALCULATION FOR MSB LOADS PANELS / FEEDERS LIGHTING RECEPTL MOTORS EQUIPMENT APPLIANCES SPARE OTHER KITCHEN HEATING COOLING TOTAL DP-1 141.38 11.09 32.00 26.00 294.75 505.2 MP-S 192.37 19.50 211.872 MP 85.47 85.47 LP-S 13.53 13.53 LP-1 19.65 19.65 LP-2 15.33 15.33 LP-3 21.66 21.66 LP-4 21.46 21.46 ELP-1 29.59 29.59 DP-Tt 50.00 50.00 DP-T2 100.00 100.00 FUTURE 250.00 250.00 TOTALS 121.22 141.38 288.93 0.00 0.D0 282.00 176.00 0.00 314.25 0.00 1323.78 DEMAND FACTORS 1.25 NEC 220-21 1.00 1.00 0.75 1.00 1.00 0.65 LARGER OF H.-C. DEMAND 151.53 75.69 288.93 0.00 0.00 2B2.00 176.DO 0.00 314.25 TOTAL DEMAND 1288.40 1550 AMPS MAIN SWITCHBOARD 1600A, 480/277-30-4W, 65 KAIC 100/3 100/3 - Is- 2 SETS OF 41500KCMIL, SPARE 1#1/OGND, 3 1/2"C EACH PANEL. DP-T'1 100A MCB 4 SETS OF 4150OKCMIL, 1#1/OGND, 3 1/2-C EACH 4#3AWG, 1#BGND, 1 1/4-C 4#505KCMIL, 1#3GND, 3 1/2-C PANEL n PANEL PANEL MP-1 MP-3 L4OOA 400A 400A MCB MOB 2� TYPICAL FOR ALL 4#3AWG, 1#BGND, 1 1/4"C PANEL PP-Ti 100A MCB _ - 225/3 PANEL DP-T2 I� MCB TRANSFORMER T1 25KVA 4BOV,30 DELTA PRIMARY 120/208V,30 WYE SECONDARY 4#3/OAWG,- 1#6GND, 2 `C 1/2-C T2 TRANSFORMER T2 45KVA 48OV,30 DELTA PRIMARY 120/208V,30 WYE SECONDARY 800/3 KEYNOTES EI: ❑j THE EMERGENCY GENARTOR IS BOOKW, 480/277V, 30, 4W NATURAL GAS GENERATOR. THE LOADS SUPPORTED BY GENERATOR ARE: LIFE SAFTY LOADS (EMERGENCY LIGHTING AND EXIT SIGNS, FIRE ALARM CONTROL PANEL), FIRE PUMP, ELEVATORS, AIR HANDLING UNITS, COMPUTER SERVER ROOM LOAD AND 10% OF GENERAL RECEPTACLE LOAD. REFER TO ARCHITECTURAL REVISED DRAWINGS FOR THE INCREASED GENERATOR ROOM SIZE. ® THE ACTUAL LOAD SUPPORTED BY THIS PANEL, WILL BE ONLY THE MFT (WITd HEAT) LOAD. THE PCM LOAD LL BE SUPPORTED BY THE NEAREST AVAILABLE EMERGENCY PANEL LISTED ABOVE, REFER TO FLOOR PLANS FOR PCM CIRCUITS. ® PLEASE REFER TO FLOOR PLANS FOR PANEL LOCATIONS. ❑1 I EMERGENCY GENERATOR 480V-30-4W BOOKW, 0.8 PF 5 SETS OF 4#400KCMIL, 3% EACH _ GENERATOR DIST, PANEL "GDP" 1600A, 480/277-30-4W, 65 KAIC I L00/3 - C 800/3 L— 4#3AWG, —� 108GND, 100A/4P 11/4"C AUTOMATIC TRANSFER SWITCH 4#3AWG, 1#BGND, 1 1 /4-C 4#3AWG, 1#BGND, PANEL 1 1/4°C ELP-1 t00A MCB 2 SETS OF 4#500KCMIL, 111/OGND, 3 1/2-C EACH 4#3AWG, 1#BGND, 1 1/4-C 800A/4P ! AUTOMATIC TRANSFER SWITCH 1600/3 � I 21 25/3 4#4/OAWG, 1#4GND, 2 1/2`C 2 SETS OF 4#500KCMIL, 1#1/OGND, 3 1/2-C EACH 2 SETS OF 41500KCMIL, 1#1/OGND, 3 1/2-C EACH EMERGENCY DIST. PANEL "EDP" 800A, 480/277-30-4W, 65 KAIC 2 SETS OF 4#500KCMIL, 3 1/2-C EACH TO POWER COMPANY TRANSFORMER �CT METER "rlVl SERVICEENTRY RATED f /� I 800/3 FUSEDSED DISWITCH CONNECT IGI,_I S BOOA/4P FlRE AUTOMATICTRANS PUMP CONT I SWITCH I I OLLER I i I I I FIRE I I I PUMP M I 100HP I-----------J I 400/3 225/3 I- I- � I _ 110/3 1#1/OGND, 3 1/2"C 4#4/OAWG, 1#4GND, 2 1/2-C PANEL PANEL MP-S MP 40OA 225A MLO MCB 4#2AWG, 1#6GND, 1 1/2"C TRANSFORMER T3 75KVA 48OV,30 DELTA PRIMARY 120/208V,30 WYE SECONDARY 4125OKCMIL, 1#2GND, 2 1/2-C PANEL ERP 250A MCB PANEL PANEL PANEL PANEL PANEL rAlRP-SV ERP-S ERP-4 ERP-3 ERP-2100A 60A 60A 60A 60A MOB MCB MCB MCB MCB • - • 4#6AWG, 1#IOGND, 1'C T.S. w z� o m w (n Q V N O V)MN Q O o0 M m N o p Q z Q o v >0 I J � � 1- z a C7 OJ Lo Q N U -r N 0- = t\ U � Z I--W Q L rCO W w0z J a C)!!O Lnw= w m>0- th O � J � q a � W M a D+' jW v � 4 � N k t- U LLJ 13-� O Q- u- 0 m � N z o O LL En n > a 0 N o z © SEPT.O4 THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EDwND A DRRFNNAS, ARDNNEM PA AND REPROWCDONS, DISCLOSURES OR USE 1HEPFAP IN MHDIE OR IN PARE IS WRESSLY FRO- NIDRED WR v WRRIER PERMISSION. COMM. NO: 040503!/B DATE: 04 ✓AHUARY, 200S BY: CAD CH'KD: ENO OaASSOCAMS, ANN= SHEET N0. Const&V Engk~s OAhvW0 - R Pbrce • Wod Pain Beech - Ft Myer* 427 Conterpointe Circle, "s,125 ��j _ 2 2 ARemonte 32701 (407) 332-M Fax07 www.ociassociates.com ASSOAS CIE Fi0ATEOFAVnpRWHWe OF 27 PANEL MP-s SERVICE 480/277V-30-4W MINIMUM BREAKER AIC 22,000 LOCATION STREET LEVEL RATING 400 AMPS MLO MOUNTING SURFACE ELECTRICAL ROOM LOAD DESCRIPTION BKR KVA CKT. NO. KVA BKR LOAD DESCRIPTION TRIP POLES OA OB OC OA OB OC TRIP POLES M- AHU-G.1 20 3 2.11 1 121 3.00 1 1 20 1 1 M- AHU-M M- 2.11 3 41 1 1.00 1 20 1 1 M- AHU-S M- 2.11 5 6 17 20 3 H- VAVG.1-6 H- VAV 0.1-5 20 3 0.83 7 8 1.17 H- H- 0.83 9 10 1.17 H- H- 0.83 11 12 0.67 20 3 H- VAVG.1-3 H- VAV G.1-4 20 3 1.17 1 13 14 0.67 H- H- 1.17 1516 0.67 H- H- 1 1.17 17 18 .33 20 1 3 H- VAVG.1-2 H- VAVG.1-1 20 3 1.33 19.20. 1.33 1 1 1 H- H- 1.33 211221 1 1.33 1 1 H- H- 1.33 23 241 1 121.34 140 1 3 M- ELVATOR 2 M- STAFF ELEVATOR 110 3 18.01 25 26 21.34 1 M- M- 18.01 27 28 21.34 M- M- 18,01 29 30 0.00 - 3 SPARE M- ELEVATOR 1 140 3 21.331 1 31 32 0.00 SPARE M- 21.33 33 34 0.00 SPARE M- 21.33 35 36 0.00 - 1 SPACE SPARE - 3 0.00 371381 0.00 1 SPACE SPARE 0.00 39 40 0.00 - 1 SPACE SPARE 0.00 41142 .00 1 - 1 1 SPACE TOTALS 44.78 44.78 44,78 27.51 25.51 24.51 LOAD CALCULATIONS: CONN. LOAD - KVA D.F. CALC. DEMAND - KVA ILOADS NOT INCLUDED IN CALCULATIONS: UGH11NG 0.00 1.25 0.00' 10.00 RECEPTACLES - 1ST 10 KVA 0.00 1.00 MOO NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 HVAC 19.50 1.00 19.50 MOTORS 192.37 1.00 192.3 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 TOTAL KVA AMPS 211.87 254,84 211.87 254.84 PANEL MP-3 LOCATION THIRD FLOOR ELECT. ROOM SERVICE RATING 120 208V-30-4W 400 AMPS MCB MINIMUM BREAKER AIC 22,000 MOUNTING SURFACE LOAD DESCRIPTION BKR KVA G(T, NO. I KVA BKR LOAD DESCRIPTION TRIP POLES OA OB OC OA OB OC TRIP POLES H- MFT-B IN 302 60 1 5.05 1 2 5,05 60 1 H- MFT-B IN 306 H- MFT-C IN 317 110 1 9.90 3 4 2.65 30 1 H- MFT-A IN 317 H- MFT-A IN 331 30 1 2.65 5 6 65 30 1 H- MFT-A IN 332 H- MFT-B IN 335 60 1 505 7 8 9.90 110 1 H- MFT-C IN 328 H- MFT-C 110 1 9.90 9 10 9.90 110 1 H- MFT-C IN 314 H- MFT-C iN 309 110 1 9.90 11 12 05 60 1 H- MFT-B IN 301 SPARE 20 1 MOD 13 14 MOD 20 1 SPARE SPARE 20 1 0.00 15 16 0.oO 20 i SPARE SPARE 20 1 0.00 17 18 1 0.00 20 1 SPARE SPARE 20 1 0.00 19 20 0.00 1 20 1 SPARE SPARE 20 1 0.00 21 22 Moo 20 1 SPARE SPARE 20 1 MOO 23 24 00 20 i SPARE SPARE 20 1 0.00 25 26 0.00 20 1 SPARE SPARE 20 1 0.00 27 28 0.00 20 1 SPARE SPARE 20 1 1 1 0.00 29 30 .OD 20 1 SPARE SPARE 20 1 0.00 31 32 0.00 20 1 SPARE SPACE - 1 0.00 33 34 0.00 - 1 SPACE SPACE - 1 0.00 35 36 .00 - 1 SPACE SPACE - 1 0.00 37 38 0.00 - 1 SPACE SPACE - 1 MOO 39 40 0.00 - 1 SPACE SPACE - 1 0.00 41 42 MOD - 1 SPACE TOTALS 10.10 19.80 12.55 14.95 12.55 7.70 LOAD CALCULATIONS: CONN, LOAD - KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS - LIGHTING 0.00 1.251 MOD 0.00 RECEPTACLES - 1ST 10 KVA MOO 1.00 0.00 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 HVAC 77.65 1.00 77.65 MOTORS MDO 1.00 0.00 EQUIPMENT 0.00 1.00 MOO APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.00 11.001 0.00 ' OTHER 0.00 too I0:00 TOTAL KVA AMPS 77.65 215.53 77.65 215.53 PA14EL LP-1 LOCATION FIRST FLOOR ELECTRICAL ROOM SERVICE RATING 480/27N--30-4W 60 AMPS MCB MINIMUM BREAKER AIC 22,000 MOUNTING SURFACE LOAD DESCRIPTION BKR KVA CKT NO. KVA BKR LOAD DESCRIPTION ji TRIP POLES OA OB OC OA 08 OC TRIP I POLES L-UGHTING -RM. 101 20 1 0.36 1 2 0.65 20 1 1 L-UGHTING -RM. 101 L-UGHTING -RM. 102-105 20 1 1.64 3 4 0.80 20 1 L-UGHiiNG -RM. 113 L-UGHTING -RM. 106,113,114 20 1 1.30 5 6 0.80 20 1 L-UGHTING -RM. 107,113 L-LIGHTING -RM. 108 20 1 1.09 7 8 1.51 20 1 L-UGHTING -RM. 115 L-UGHTING -RM. 118 20 1 0.98 9 10 1.16 20 i L-UGHTING -GRAND LOBBY L-LIGHTING -GRAND LOBBY 20 1 1 0.51 11 12 1.18 20 i L-LIGHTING -RM. 116 L-UGHTING -RM. 121 20 1 1 2.29 13 14 1.26 20 1 L-UGHTING -OPEN OFFICE L-UGHTING -OPEN OFFICE 20 1 1 0.70 15.16. 1.55 20 1 L-LIGHTING -OPEN OFFICE L-UGHTING -RM. 122,124 20 1 1.97 17 181 MOD 20 °^ 1 SPARE SPARE 20 1 MOD 19 201 0.00 20 1 SPARE SPARE 20 1 0.00 21 221 0.00 20 1 SPARE SPARE 20 1 MOO 23 24 00 20 1 SPARE SPARE 20 1 0.00 25 261"0.00 20 1 SPARE SPARE 20 1 MOO 27 28 0.00 20 1 SPARE SPARE 20 1 0.00 29 30 OD 20 1 SPARE k , � f✓ii�: M' F ..� ?. .Yi 1•Y:-.. M�. :/ii `L .,;r" �.h' ,.„„.:n .i':.{16 rk G .d �N%i 1 - .5 �✓,'Y Y d.rz E.. ; ka a ? 6 rcV s) k i b k ( ,:..: 4:�:. i n l�:i<"ii ill !Hi ,,: � l �v �♦� 353 �5 V� ^1 ":e,:1' ,i .}IreC �4. .at. di 1N �b �?3 # I, „� :' '� Ya.:, 3.1 1.98 5) ! , .",'', i. i. `l .F1'r. .V'$, i 1 .q V' .S. }� Er P{5 T„ j `-%y 5: �.....Wu •,:,, , t3 i. ;;:. .. ➢� ! ?�.. nit d 9 h: f,!$ .: i'. ty tsv , Y TOTALS 1174 132 3.68 3.42 3:51 LOAD CALCULATIONS' CONN. LOAD - KVA D.F. CALC. OEMAN - KVA ILOADS NOT INCLUDED IN CALCULATIONS - LIGHTING 19.65 1.25 24.56 10.00 RECEPTACLES - 1ST 10 KVA 0.00 1.00 0.00 1 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.501 MOD HVAC MOO 1.001 MOD MOTORS MOO 1.001 0.00 EQUIPMENT MOD 1.00 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE MOD 1.00 0.00 OTHER &DO 1.00 MOO TOTAL KVA AMPS 19.65 23.64 24.56 29.54 PANEL MP-1 SERVICE 120/208V-30-4W MINIMUM BREAKER AIC 22A00 LOCATION FIRST FLOOR RATING 400 AMPS MCB MOUNTING SURFACE ELECTRICAL ROOM LOAD DESCRIPTION BKR KVA CKT. NO. KVA BKR LOAD DESCRIPTION TRIP POLES OA I OB OC I OA 06 OC TRIP POLES -MFT-C IN RM 105 110 1 9.90 1 2 9.90 110 1 H-MFT-C IN RM 114 -MFT-A IN RM SC-2 30 1 2.65 3 41 2.65 30 1 H-MFT-A IN RM 118 -MFT-C IN RM M-9 110 1 9.90 5 6 5.05 60 1 H-MFT-B IN RM 123 -MFT-C IN RM 124 110 1 9.90 7 8 9.90 110 1 H-MFT-C IN RM T-12 -MFT-A IN RM 126 30 1 2.65 9 10 15.05 60 1 H-MFT-B IN RM 101 ' SPARE 20 1 0.00 1112 0.00 20 1 SPARE SPARE 20 1 0.00 13 14 0.00 20 1 SPARE SPARE 20 1 0.00 15 16 0.00 20 1 SPARE SPARE 20 1 0.00 17.18 0.00 20 1 SPARE SPARE 20 1 0.00 19 20 0.00 20 1 SPARE SPARE 20 1 0.00 21 22 0.00 20 1 SPARE SPARE 20 1 OLDD 23 24 0.00 20 1 SPARE PARE 20 1 0.00 25 26 0.00 20 1 SPARE $PARE 20 1 0.00 27 28 0.00 20 1 SPARE SPARE 20 1 0.00 29 30 0.00 20 1 SPARE ARE 20 1 0.00 31 32 0.00 1 20 1 SPARE ACE - 1 0.00 133 34 0.00 - 1 SPACE ACE - 1 0.00 3536 0.00 - 1 SPACE ACE - 1 0.00 37 38 0.00 1 ISPACE PACE - 1 0.00 39 40 0.00 - i SPACE PACE - 1 0.00 41 42 0.00 - 1 ISPACE TOTALS 19.80 5.30 9.96 19.80 7.70 5.05 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 0.00 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 HVAC 67.55 1.00 67.55 MOTORS 0.00 1.00 0.00 EQUIPMENT 0.00 1.00 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.00 1.00 1 0.00 OTHER 0.1 1.00 0.00 TOTAL KVA AMPS 67.55 187.50 67.55 187.50 EL MP-4 LOCATION FOURTH FLOOR ELECT. ROOM SERVICE RATING 120/208V-30-4W 400 AMPS MCB MINIMUM BREAKER AIC 22,000 I MOUNTING SURFACE LOAD DESCRIPTION BKR KVA CKT, NO. KVA BKR LOAD DESCRIPTION TRIP 1POLES OA 1 OB OC OA OB OC TRIP POLES - MFT-C IN 404 110 1 9.90 1 2 9.90 ' 110 1 H- MFT-C IN P-3 H- MFT-B IN 422 60 1 5.05 3 4 112.65 30 1 H- MFT-A IN 433 - MFT- B IN FR-6 6D 1 5.05 5 6 5.05 60 1 H- MFT-B IN 437 - MFT-C IN 436 110 1 9.90 7 8 9.90 ! 110 1 H- MFT-C IN 418 - MFT-C IN 402 110 1 9.90 9 10 5.05 60 1 H- MFT-B IN 401 PARE 20 1 0.00 11 12 0.00 20 1 SPARE SPARE 20 1 0.00 13 14 0.00 20 1 SPARE SPARE 20 1 0.00 15 16 0.00 20 1 SPARE SPARE 20 1 0.00 1718 0.00 20 1 SPARE SPARE 20 1 0.00 19 20 MOD 20 1 SPARE SPARE 20 1 0.00 2122 0.00 20 1 SPARE SPARE 20 1 0.00 23 24 0.00 20 1 SPARE SPARE 20 1 MOD 25 26 0.00 2D 1 SPARE SPARE 20 1 0.00 27 28 0.00 20 1 SPARE SPARE 20 1 1 -0.00 29 301 1 0.00 20 1 SPARE SPARE 20 1 0.00 31 321 0.00 20 1 SPARE SPARE 20 1 0.00 33 34 10.00 20 1 SPARE SPACE - 1 0.00 35 36 0.00 - 1 SPACE SPACE - 1 MOO 37 38 0.00 1 - 1 SPACE SPACE - 1 0.00 39 40 0.00 1 - 1 ISPACE SPACE - 1 0.00 41 42 0.00 - 1 SPACE TOTALS 119.80 14.95 5.05 19.86 7.70 5.05 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 0.00 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 HVAC 72.35 LOD 72.35 MOTORS 0.00 1.00 MOO 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 1 0.00 TOTAL KVA AMPS 72.35 200.82 72.35 200.82 PANEL LP-2 LOCATION SECOND FLOOR ELEC. ROOM SERVICE RATING 480/277V-30-0 60 AMPS MCB I' MINIMUM BREAKER AIC 22.Ooo MOUNTING SURFACE LOAD DESCRIPTION BKR KVA CKT, N. KVA 8KR LOAD DESCRIPTION TRIP POLES OA OB OC OA 0B OC TRIP POLES - UGHiiNG-RM. 207 20 1 1.00 1 2 1.05 20 1 L- LIGHTING-RM. 207, BALCONY - UGi11NG-RM. 209-211 20 1 1.20 3 4 0.48 20 1 L- LIGHTING-RM. 208,212 LIGHTING-RM. 217,218.221 20 1 1.87 5 6 3,06 20 1 L- UGHiING-RM. 208,2D9,212,21 - LIGHTING-RM. 201 20 1 0.52 7 8 0.60 20 1 L- LIGHTING-RM. 201 - LIGHTING-RM. 226 20 1 1.97 9 10 0.21 20 1 L- LIGHTING-RM. 223 L- UGH71NG-RM. 22D 20 1 1.66 1i 12 1.71 20 1 L- UGHTING-RM. 223 SPARE 20 1 MOO 13.14. 0.00 4 20 1 SPARE SPARE 20 1 0.00 15 161 0.00 20 1 SPARE SPARE 20 1 0.00 1718 0.00 20 1 SPARE SPARE 20 1 0.00 19 20 0.00 20 1 SPARE SPARE 20 1 0.00 21 22 0.00 20 1 SPARE SPARE 20 1 0.00 23 24 0.00 20 1 SPARE SPARE 20 1 0.00 25 26 0.00 20 1 SPARE ARE 20 1 0.00 27 28 0.00 20 1 SPARE ARE 20 1 1 0.00 29 30 0.00 20 1 SPARE � R 5 ! f S` OTALS 1.52 3.17 3.53 1.65 0.69 4.77 LOAD CALCULATIONS: CONN. LOAD - KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING 15.33 1.25 19.16 0.00 RECEPTACLES - 1ST 10 KVA 0.00 1.00 MOO NOTES., RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 VAC 0.00 1.00 MOO OTORS 0.00 1.00 0.00 EQUIPMENT 0.00 1.00 MOO APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.00 1.00 0.00 OTHER 0.00 1.00 0.00 TOTAL KVA AMPS 15.33 f 18.44 1 19.16 23.05 PANEL MP-2 LOCATION SECOND FLOOR ELECTRICAL ROOM SE RA VICE NG 120/203V-30-4W 400 AMPS MCB MINIMUM BREAKER AIC 22,000 MOUNTING SURFACE LOAD DESCRIPTION VA K0B t NO.iA K0B BKRVA DESCRIPTIONLOAD DESCRIPTION TRIP�ppLES OA 0C ®C TRIP H-MFT-C IN RM 204 110 1 9.90 1 1 12 9.90 110 1 H-MFT-C IN RM 204 H-MFT-B IN RM 219 60 1 5.05 3 4 2.65 30 1 H-MFT-A IN RM 229 H-MFT-B IN RM 227 60 1 5.05 5 6 9.90 110 1 H-MFT-C IN RM 233 H-MFT-C IN RM 225 110 1 9.90 7 8 9.90 110 1 H-MFT--C IN RM 270 H-MFT-C IN RM 203 110 1 9.90 9 10 5.D5 60 1 H-MFT-B IN RM 201 SPARE 20 1 0.00 1112 0.00 20 1 SPARE SPARE 20 1 MOD 13 14 0.00 20 1 SPARE SPARE 20 1 0.00 15 16 0.00 20 i SPARE SPARE 20 1 0.00 17 18 0.00 20 1 SPARE SPARE 20 1 0.00 19 20 0.00 20 i SPARE SPARE 20 1 0.00 21 22 MOD 20 i SPARE SPARE 20 1 0.00 23 24 0.00 20 1 SPARE SPARE 20 1 0.00 2526 0.00 20 1 SPARE SPARE 20 1 MOO 27 28j 0.00 20 1 SPARE SPARE 20 1 MOO 29 30 0.00 20 1 SPARE SPARE 20 i 0. 31 32 20 1 SPARE SPACE - 1 MOO 33340.00 - 1 SPACE SPACE - 1 0.00 35 36 0.00 1 SPACE SPACE - 1 M 37 38 - 1 SPACE SPACE - 1 0.00 391400.00 - 1 SPACE SPACE - 1 0.00 41142 0.00 - 1 SPACE TOTALS 19.8 14.95 5.05 7.70 1 9.90 LOAD CALCULATIONS: CONN. OAD - KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: UGH71NG 0.00 1.25 0.00 0.00 RECEPTACLES - 1ST 10 KVA 0.00 1.00 MOD NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 HVAC 7,20 !.Do 77.20 MOTORS 0.00 1.00 0.00 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 TOTAL KVA AMPS 77.20 214.29 77.20 214.29 PANEL LP-S SE LOCATION STREET LEVEL RA ELECT. ROOM VICE NG 480/277V-30-4W MINIMUM BREAKER AIC 22,000 60 AMPS MLO MOUNTING SURFACE LOAD DESCRIPTION BKR KVA T. KVA BKR LOAD DESCRIPTION TRIP POLES OA OB F-odNM I OA I OB I OC TRIP IPOLES L- LIGHTING - RM. 001.002 20 1 1.80 1 11 2 1.71 1 20 1 L- UGHTING -RM. 006, 015 L- LIGHTING -RM. 006, 015 20 1 1 1.41 1 13 4 1.68 1 20 1 L- LIGHTING -RM. 011,010,007 L- LIGHTING -RM. 003 20 1 1 1 0.67 15 6 0.86 20' i L- LIGHTING -RM. 009 L- LIGHTING - ENTRY ROTUNDA 20 1 0.64 1 7 8 0.91 20 i L- LIGHTING-RM. 017 L- LIGHTING -RM. 023 20 1 1.05 9 10 0.48 20 1 L- LIGHTING - ENTRY ROTUNDA L- LIGHTING -RM. 003 20 1 0.45 11 12 0.97 20 1 L- UGH71NG - EXTERIOR L- LIGHTING - EXTERIOR 20 1 0.910 13 14 0.00 20 1 SPARE SPARE 20 1 0.00 15 16 0.00 20 1 SPARE SPARE 20 1 ! 0.00 1718 " 0.00 20 1 SPARE SPARE 20 1 MOC 19 20 0.00 20 1 SPARE SPARE 20 1 0.00 2122 0.00 20 1 SPARE SPARE 20 1 0.00 23 24 MOD 20 1 SPARE SPARE 20 1 MOC 25 26 0.00 20 1 SPARE SPARE 20 i 0.00 27 28 0.00 20 1 SPARE SPARE 20 1 (LOD 29 30y 0.00 20 1 SPARE ! „ J f V 3 , � '' .i A •_ i V]4 37 2L�2 ilU 1, i 't x "_ Sl i� i $ i 'jP Ye k 1Jn L •3Y �. '. M, r •'z.. ,S� ykki bi r i 4i P1 " iv\ i:wq [ 4 x !f t r 220 TOTALS 3.34 2.46 1.12 162 2.16 1,83 LOAD CALCULATIONS: CONN. LOAD - KVA D.F. CALC. DEMAND -.KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING 13.53 1.25 16.91 0.Do RECEPTACLES- 1ST 10 KVA 0.00 1.00 MOO NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 HVAC 0.00 1.00 0.00 MOTORS 0.00 1.00 0.00 EQUIPMENT MOO 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 TOTAL KVA AMP 1 13.53 16.27 16.91 20.34 SCALE: N.T.S. OCIASSOCIA= INC. ComcOng Engknwa awdo • FE Pierce • Wee! Pds Beech • FE ware 427 Centwpointe Cede, Sute 1825 Aftamonte Spr'eipe FL 32701 (407) 332-MO Fax 1407) 332-7704 www.oclassociatea eom Y Z_ � o _ m w L� W Q V N O NMN Q O � ro M m N c pQ� Z a I _ 0) ICU- z DO cn J N U [L=tom 0 L_ J Qv Z = v ?4 m .. w J 0Z cK Ln W 2 W (0 > OL rn a 0 En rn a z z a w S W jW � a o< a H U LJ Of O Q- 1.,_ c V) o Z LLLD rn s w z w Lu N � Z © SEPT. '04 iNESE Plws AND lHE INi'ORfMTON SHOWN HEREIN ARE T11E %iDPFAIY'a EW1ND k OPl1ENBY5, RRIkIREC15, PA N!D REPROWCPDtLS, gSCLOSUP6 IX! USE NIefED Hill f IN Ww OR IM PoRf IS flPR35LY PRD- WRHOUf MRRIEN PQIM590N. COMM. NO: 040SO311B DATE: 04 14WARY, 206S BY: W CH'KD: EGG SHEET NO. qOF 17 f PAN LP-3 SERVICE 480/277V-30-4W MINIMUM BREAKER AIC 22,000 LOCATION THIRD FLOOR RATING 60 AMPS MOB MOUNTING SURFACE ELECT. ROOM LOAD DESCRIPTION BKR KVA CKT, NO. KVA, BKR LOAD DESCRIPTION TRIP POLES 0A 0B 0C 0A 06 0C TRIP POLES L- UGHTiNG 301 20 1 0.60 1 2 0.52 20 1 L- LIGHTING 301 L- LIGHTING 302.303,305,307 20 1 1.59 3 4 1.71 20 1 L- LIGHTING 306. 317 L- UGHTiNG 317 20 1 2.26 5 6 2.04 20 1 L- LIGHTING 309 L- LIGHTING 315, 316 20 1 0.64 7 8 1.83 20 1 L- LIGHTING 312 L- UGHTiNG 331, 31Z 320 20 1 1.08 9 10 1.89 20 1 L- LIGHTING 312 L- UGHTiNG 313, 314 20 1 2.10 11 12 1.10 20 1 L- LIGHTING 323 L- LGHiiNG 332, 329,330, 333 20 1 2.55 13,14 1.75 20 1 L- LIGHTING 318, 326 SPARE 20 1 O.D0 15 i6 0.0Q' 20 1 SPARE SPARE 20 1 0.00 1718 0.00 20 1 SPARE SPARE 20 1 0.00 19 20 0.00 20 1 SPARE SPARE 20 i 0.DO 2122 O.Oc 20 1 SPARE SPARE 20 1 0.00 23 24 0.00 20 1 SPARE SPARE 20 1 0.00 25 26 0.00 20 1 SPARE SPARE 20 1 0.00 27 28 0. 20 1 SPARE SPARE 20 t 0.00 29 30 0.00 20 1 SPARE EEC' ,fix: ............ .ti� 3' TOTALS ..3 W' F iG�i 3 b \; r t <� 's'a � "i -r'-. �v pN'n <'. 3.79 K , 4P x�> �, %x'a"�'.P 12.67 c .K., ma,s r ,a'.. � lyG:sr� 4.36 „5r�%38,. 3 a. U: •�'.;. 1.±.,..)v. .x 4.10 l�u„i:. N'4 �i A:'�'Y >' ✓ ),r;'.�.✓ � lry 3.60 h4`+f,',.i l ,u \Y' 3.14 �.Tc.. •F. �. ::a4, `h�. ''i ,x;�... .l. h .oMu...:, ro n V ,.rFl, it E,*r •$�� 4xl ,r'S'i` c5t f/r./,:.i., a '.. LOAD CALCULATIONS- CONN. LOAD - KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING 21.66 1.25 27.08 0.00 RECEPTACLES - 1ST 10 KVA 0.00 1.00 0.00 ; NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 HVAC 0.00 1.00 Goo MOTORS 0.DO 1.00 0,00 EQUIPMENT 0.00 1.00 000 APPLIANCE 0.00 0.75 0 DO SPARE/SPACE _ 0.00 1 1.00 Goo OTHER 0.00 1.00 0.00 TOTAL KVA AMPS 21.66 26.05 27.08 32.57 PANEL RP-S SERVICE 120/208V-30-4W MINIMUM BREAKER AIC 22,000 LOCATION STREET LEVEL RATING 100 AMPS MLO MOUNTING SURFACE ELEC. ROOM LOAD DESCRIPTION BKR KVA NOT• KVA BKR LOAD DESCRIPTION TRIP POLES OA OB 0C R- OUTLETS 002 20 1 0.90 1 tj 0.00 1 I 20 1 SPARE SPARE 20 1 0.00 5 6 1 0.00 20 1 SPARE R- OUTLETS CORRIDOR 20 t 0.90 9 10 10.96 20 1 R- OUTLETS 019, 022 R- OUTLETS 021, 014 20 t 1 1 M90 11 12 1 1 0.54 1 20 1 1 R- OUTLETS EXTERIOR R- OUTLETS EXTERIOR 20 1 0.72: 13,14 1.42 1 20 1 2 M- AHU-G.2 M- AHU-G.3 20 2 1.43 15 16 1.4 M- M- 1.43 17 18 0.80 20 1 M- CU-G.2 M- EF-GR 20 1, 0.19 19 20 0.80 1 M- M- EF- FP 20 1 0.19 21 22 0.1 20 1 M- EF-G M- FAN MAIL ROOM 20 1 0.86 23 24 0.50 20 i 1 R-OUTLET ELVATOR PIT R- OUTLETS ELEV. MACHINE RM 20 1 1 0.18 25 26 0.50 20 1 R- OUTLET ELEV. PIT R- OUTLET ELEVATOR PIT 20 i 0.50 27 28 o.56 20 1 R- OUTLET ELEV. MACHINE RM 30 0.50 20 1 0- ELEVATOR 0- POWERED DOORS 20 1 1.40 3102 0.00 20 1 SPARE 34 0.00 20 1 SPARE SPARE 20 1 0.00 35 36 0.00 20 1 SPARE SPARE 20 1 0.00 37 38 0.00 20 1 SPARE SPACE - 1 0.00 39 40 0.0 - 1 ISPACE SPACE - 1 0.00 41 42 0.00 - 1 ISPACE TOTALS 1 4.29 1 3.92 3.69 3.44 3.69 2.34 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 10.00 1.00 1 .00 NOTES: RECEPTACLES - ABOVE 10 KVA 0.28 0.50 .14 HVAC 0.00 1.00 .00 MOTORS 8.69 1.00 69 EQUIPMENT 0.00 1.00 0.00 APPLIANCE 0.00 0.75 P.00 SPARE SPACE 0.00 1.00 0.00 OTHER 2.40 1.00 2.40 TOTAL KVA AMPS 21.37 59.32 21.23 58.93 PANEL RP-3 LOCATION THIRD FLOOR ELECTRICAL ROOM SERVICE RATING 120/208V-30-4W 100 AMPS MCB MINIMUM BREAKER AIC 22,000 MOUNTING SURFACE LOAD OESCRIP710N BKR KVA CKT. NO. KVABKR LOAD DESCRIPTION TRIP POLES OA 08 0C 4A 09 0C TRIP POLES R- FLOOR OUTLETS 302 20 1 0.54 1 12 1.50 1 20 1 R- FLOOR OUTLETS 303 R- FLOOR OUTLETS 305,307 20 1 1.08 314 1.5 1 20 1 R- FLOOR OUTLETS 316 R- FLOOR OUTLETS 316 20 1 1.00 5 6 1.44 20 1 R- FLOOR OUTLETS 316 R- FLOOR OUTLETS 316 20 1 1.08 7 8 1.08 20 1 R- FLOOR OUTLETS 317 R- FLOOR OUTLETS 317 20 1 1.06 9 10 1.011 20 1 R- FLOOR OUTLETS 309 SPARE CIRCUIT IN MOB 20 1 1.00 11 12 1.00 20 1 SPARE CIRCUIT IN MOB SPARE CIRCUIT IN MDB 20 1 1.00 13 14 1.00 20 1 R- FLOOR OUTLETS 332 R- FLOOR OUTLETS 319 20 1 0.36 15 16 1.26 20 1 R- FLOOR OUTLETS 321,322 R- FLOOR OUTLETS 20 1 0.72 17 18 0.00, 20 1 SPARE SPARE 20 1 0.00 19 20 0.00 20 1 SPARE R- FLOOR OUTLETS 327 20 1 1.08 21 22 0.79 20 1 R- FLOOR OUTLETS 327 R- FLOOR OUTLETS 327 20 1 1.08 23 24 1.08 20 1 R- FLOOR OUTLETS R- FLOOR OUTLETS 327 20 1 0.72 25 26 1.00 20 1 SPARE CIRCUIT IN MOB SPARE CIRCUIT IN MOB 20 1 1.00 27 28 1.08 20 1 R- FLOOR OUTLETS 308 R- FLOOR OUTLETS 314 20 1 1.08 29 30 1.08 20 1 R- FLOOR OUTLETS 314 R- FLOOR OUTLETS 314 20 1 0.90 31 32 1.08 20 1 R- FLOOR OUTLETS 324 R- FLOOR OUTLETS 315 20 1 0.90 33 341 1.011 20 1 R- FLOOR OUTLETS 314 R- FLOOR OUTLETS 301,314 20 1 1.08 35 36 1.00 20 1 R- FLOOR OUTLETS 309 R- FLOOR OUTLETS 315 20 1 1.08 37 38 1.08 1 20 1 R- FLOOR OUTLETS 308 SPARE CIRCUIT IN MOB 20 1 1.00 3940 1-09 1 20 1 1 R- OUTLETS DATA ROOM R- OUTLETS DATA ROOM 20 1 1.50 41 42 1 0.90 20 1 i R- FLOOR OUTLETS 310,311,313 TOTALS 1 5.32 1 6.50 7.54 6.74 1 7. 1 6.50 LOAD CALCULATIONS CONN. LOAD - KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING 0.DO 1.25 0.00 0.00 RECEPTACLES - 1ST 10 KVA 10.00 1.00 1 .00 NOTES' RECEPTACLES - ABOVE 10 KVA 24.32 0.50 i .16 HVAC 0.00 1.00 0.00 MOTORS 0.00 1.00 .DO EQUIPMENT 0.00 1.00 (u.00 APPLIANCE 0.00 0.75 .00 SPARE/SPACE 6.00 1.00 .00 OTHER 0.00 : 1.D0 00 TOTAL KVA AMPS 40.32 111.92 28.16 7816 P-4 SERVICE 480/277V-30-4W MINIMUM BREAKER AIC 22,000 LOCATION FOURTH FLOOR RATING 60 AMPS MCB MOUNTING SURFACE ELELCT. ROOM LOAD DESCRIPTION BKR KVA CKT, I KVA BKR LOAD DESCRIPTION TRIP 1POLESI 0A 1 08 1: OC NO• I 0A 1 08 1 0C I TRIP IPOLES L- LIGHTING 401 20 1 1 1 0.52 1 1 1 1 121 0.60 1 1 1 20 1 1 L- LIGHTING 401 L- LIGHTING 402 20 1 1 1 1 2.47 1 131411.72 1 1 20 1 1 L- LIGHTING 403, 404, 406 L- LIGHTING 409. 414 20 1 1 1 1 1 2.05 15161 1 1 1.37 1 20 1 i L- LIGHTING 419, 422, 423, 4241 L- LIGHTING 412 L- LIGHTING 412 20 1 1 11.35 Ill 12 2.30 20 1 1 1 L- LIGHTING 418,413,421,430 L- LIGHTING 411 20 1 Z31 13 141 0. LO 20 1 1 SPARE SPARE 20 1 0.00 15 16 0.00 20 1 SPARE SPARE 20 1 0.00 1718 0.00 20 1 SPARE SPARE 20 1 0.00 19 20 0.00 20 1 SPARE SPARE 20 1 0.00 2122 0.00 20 1 SPARE SPARE 20 1 0.00 23.24 0.00 20 1 SPARE SPARE 20 1 0.00 25126 0.00 20 1 SPARE SPARE 20 1 0.00 27 28 0.00 20 1 SPARE SPARE 1 20 1 1 1 1 0.00 1291301 1 1 0.00 1 20 1 1 1 SPARE fi ILOAD CALCULATIONS: I CONN. LOAD - KVA I D.F. I CALC. DEMAND - KVA ILOADS NOT INCLUDED IN CALCULATiONSI I L - 1ST 10 Kt - ABOVE 10 AFt'UANQ- U.DU U./0 D.UU SPARE/SPACE 0.00 1.00 0.00 PANEL RP-1 LOCATION FIRST FLOOR ELECT. ROOM LOAD DESCRIPTION _ SERVICE 120/20OW--30-4W MINIMUM BREAKER AIC RATING 150 AMPS MCB MOUNTING CKT. NO. LOAD DESCRIPTION R- mvV VVILGEJ rm IVV GV 1 I V.ja I L I VJL LV I R- rLVVR vviL is mm, iV J R- FLOOR OUTLETS RM. 113 20 i 1,08 3 4 1.08 20 1 R- FLOOR OUTLETS RM 114 R- FLOOR OUTLETS RM. 114 20 1 10.90 5 6 1 0.54 20 .1 R- FLOOR OUTLETS RM. SC-2 R- FLOOR OUTLETS RM. 114 20 1 1.08 7 8 1.08 20 1 R- FLOOR OUTLETS RM. 114 R- FLOOR OUTLETS RM. 113 .' 20 1 0.72 9 10 1.50 20 1 R- FLOOR OUTLETS RM. 113 R- FLOOR OUTLETS RM. 106 20 1 1.08 11 12 0.90 20 1 R- FLOOR OUTLETS RM. 102 R- FLOOR OUTLETS RM. 115 20 1 1.08 13,14 1.00 1 20 1 SPARE IN MOB SPARE IN MOB 20 1 1.00 15 16 1.00 20 1 SPARE IN MOB R- FLOOR OUTLETS RM. 125 20 1 1.08 17 18 1.50 20 1 R- FLOOR OUTLETS RM. 125 R- FLOOR OUTLETS RM. 126, 20 1 1.06 19 20 1. 20 1 R- FLOOR OUTLETS RM. 125 R- FLOOR OUTLETS RM. 125 20' 1 1.50 21 22 1.08 20 1 1 R- FLOOR OUTLETS RM. 125 R- FLOOR OUTLETS RM. 125 20 1 0.90 23 24 1.08 20 1 R- FLOOR OUTLETS RM. 123-1 4 26 1.50 20 i R- FLOOR OUTLETS RM. 122 0.90 SPARE IN MOB 20 1 1 1.00 1 1: 131 321 1.90 1 1 20 1 1 ISPAREIN MOB R- OUTLETS DATA CLOSET 20 1 1.00 '!, 3334 1.00 20 1 R- OUTLETS DATA CLOSET R- OUTLETS RM. 110-112 20 1 10.72 35 36 0.50 20 1 R- FLOOR OUTLETS RM. 115 R- FLOOR OUTLETS RM. 1D1 20 1 0.54 3738 1.26 20 1 R- FLOOR OUTLETS RM. 116 R- FLOOR OUTLETS RM. 117 20 1 0.36 39 4D 0.91 20 1 R- FLOOR OUTLETS RM. 118-1 9 R- FLOOR OUTLETS RM. 125 20 1 1- 0.90 41 42 1.00 20 1 SPARE TOTALS 6.64 B.66 6.66 7.4 7.46 6.52 LOAD CALCULATIONS: CONN, LOAD - KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: UGH11NG 0.00 1,25 0.00 0.DO RECEPTACLES - 1ST 10 KVA 10.00 1.00 10.00 NOTES: RECEPTACLES - ABOVE 10 KVA 23.58 0.50 11.79 HVAC 0.00 1.00 0.00 MOTORS 0.00 1.00 0.00 EQUIPMENT 0.00 1.00 0.00 APPLIANCE 1.00 1 0.75 0.75 SPARE/SPACE 7.00 1.00 7.(Kl OTHER 1 0.00 1.00 1 0.00 PANEL RP-4 SERVICE 120/2081-30-0 MINIMUM BREAKER AIC 22,000 LOCATION FOURTH FLOOR RATING 100 AMPS MCB MOUNTING SURFACE ELECT. ROOM LOAD DESCRIPTION BKR KVA CKT NO.' KVA BKR LOAD DESCRIPTION TRIP POLES 0A 08 0C 0A 08 0C TRIP POLES R- FLOOR OUTLETS 403 20 1 0.50 1 2 0.72 20 1 R- FLOOR OUTLETS 403.404 R- FLOOR OUTLETS 406 20 1 1.08 3 4 1 1 1.08 20 1 R- FLOOR OUTLETS 409 R- FLOOR OUTLETS 414 20 1 0.90 5 6 1.08 20 1 R- FLOOR OUTLETS 409 R- FLOOR OUTLETS 422 20 1 0.90 7 8 1.08 20 1 R- FLOOR OUTLETS 419 R- FLOOR OUTLETS 414 20 1 1.08 9 10 0.50 20 1 R- FLOOR OUTLETS SPARE CIRCUIT IN MOB 20 1 1.00 11 12 1.00 20 1 SPARE CIRCUIT 1N MOB SPARE CIRCUIT IN MOB 20 1 1.00 13 14 1. 8 20 1 R- FLOOR OUTLETS 420 R- FLOOR OUTLETS 424 20 1 1.08 15.16 0.36 20 1 R- FLOOR OUTLETS 425 R- FLOOR OUTLETS 426. 433 20 1 0.72 17118 1.08 20 1 R- FLOOR OUTLETS 432,435 R- FLOOR OUTLETS 20 1 1.08 19 20 0. 20 1 R- FLOOR OUTLETS 437 R- FLOOR OUTLETS 437 20 1 0.72 21 22 1.50 20 1 R- FLOOR OUTLETS 437 R- FLOOR OUTLETS 428 20 1 1.08 23 24 1.00 20 1 SPARE CIRCUIT IN MOB SPARE CIRCUIT IN MOB 20 1 1.00 25 26 1.00 20 1 SPARE CIRCUIT IN MOB R- FLOOR OUTLETS 420 20 1 0.90 27 28 0.50 20 1 R- FLOOR OUTLETS 412 R- FLOOR OUTLETS 401 20 1' 0.72 29 30 11 1.D8 20 1 R- FLOOR OUTLETS 402 R- FLOOR OUTLETS 413 20 1 1.08 31 32 1.08 20 1 R- FLOOR OUTLETS 412 R- FLOOR OUTLETS 411 20 1 1.08 33 34 1.08 20 1 R- FLOOR OUTLETS 411 R- FLOOR OUTLETS 411 20 1 1.08 35 36 0.90 20 1 1 R- FLOOR OUTLETS 421,429 R- FLOOR OUTLETS 424 20 1 0.72 37 38 1.30 20 1 SPARE CIRCUIT IN MOB SPARE CIRCUIT 1N MOB 1 20 1 4 1 1.00 3940 1.00 20 1 1 R- OUTLETS IN DATA ROOM R-OUTLETS IN DATA ROOM 1 20 1 1 1.00 41142 0.90 20 1 1 R- FLOOR OUTLETS 412 TOTALS 1 6.28 6.94 6.50 6.46 6.02 7.D4 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 10.00 1.00 1 10.00 NOTES: RECEPTACLES - ABOVE 10 KVA 21,24 0.50 10.62 HVAC 0.00 1.00 0.00 MOTORS 0.00 1.00 1 0.00 EQUIPMENT 0.00 0.00 1.00 0.75 0.00 0.00 APPLIANCE SPARE/SPACE 8.00 1.00 8.00 OTHER 0.00 1.00 0.00 TOTAL KVA AMPS 39.24 108.92 28.62 79.44 PANEL -- EL'-? 13 LOCATION --_-STREET L VEL ELELCT. ROOM ATI CE 48D/277V-30-4W MINIMUM BREAKER AIC 22,000 G 100 AMPS MCB MOUNTING SURFACE LOAD DESCRIPTION BKR KVA CKT. NO• KVA BKR LOAD DESCRIPTION TRIP P 4A 08 0C 0A 0B 0G TRIP POLES L- EM. LIGHTING STREET LEVEL. 20 1 0.56 1 1 2 0.85 20 1 L- FAT. LIGHTING STAIRS L- EM. LIGHTING STAIRS 20 1 0.60 3 4 0.91 20 1 L- EM. LIGHTING STREET LEVEL L- EM. LIGHTING SECOND FL 20 1 0.76 5 6 1.06' 20 1 L- EM. LIGHTING SECOND FL L- EM. LIGHTING FIRST FL 20 1 .98 718 0.96 20 1 L- EM. LIGHTING FIRST FL SPARE 20 1 0.00 9110, 0.00 20 1 SPARE L- EM. LIGHTING THIS FL 20 1 0.93 111121 1.09 20 1 L- EM. LIGHTING THIRD FL L- EM. LIGHTING FOURTH FL 20 1 .98 13 14 0.52 20 1 L- EM. LIGHTING FOURTH FL SPARE 20 1 0.00 15 16 0.00 20 1 SPARE SPARE 20 1 0.DO 17 18 0.00 20 1 SPARE SPARE 20 1 00 19 20 0.00 20 1 SPARE SPARE 20 1 0.00 2122 0.00 20 1 SPARE SPARE 20 1 0.00 2324 0.00 20 1 SPARE SPARE 20 1 .00 25 26 7.20 30 3 0- TRANSFORMER T-E SPARE 20 1 0.00 27 28 3.60 0- SPARE 20 1 0.00 29 30 3.60ow - TOTALS ,+ f� �. ..,,}."N Ml3, x0,a'x4E.P 'EN \a10 2 52 n"Y:X:. 0.60 1.69 9.53 4.51 l .;:faa fit'fi°a. Q"h' Zfi F n�<3F' 1 JG , � s,5 t.: 'O h., .. k'. 5.75 LOAD CALCULATIONS: CONN. LOAD - KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS LIGHTING 10.20 1.25 12.75 0.00 RECEPTACLES - 1ST 10 KVA 0.00 1.00 0.00 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.501 0.00 HVAC 0.00 1.00 0.00 MOTORS 0.00 1.001 0.00 EQUIPMENT 0.00 1.00 0.D0 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.D0 1.00 0.00 OTHER 14.40 1.00 14.40 TOTAL KVA AMPS 24,60 29.59 27.15 32.66 _w P: NRi _ RP-2 LOCA110N___SECOND FLOOR ELECT, ROOM SERVICE RATING 120/20BV-34-4W 150 AMPS MCB MINIMUM BREAKER AIC 22,000 MOUNTING SURFACE LOAD DESCRIPTION BKR KVA' CKT. N0. KVA BKR LOAD DESCRIPTION TRIP POLES I OA OB OC 0A 1 08 1 OC TRIP IPOLES R- FLOOR OUTLETS RM. 207 20 1 0.90 112 0.90 1 20 1 1 R- FLOOR OUTLETS 201,207 R- FLOOR OUTLETS RM. 207 20 1 1.50 3 4 0.90 20 1 R- FLOOR OUTLETS 212 R- FLOOR OUTLETS RM. 209 20 1 LOB 5 6 1.50 20 1 R- FLOOR OUTLETS 210 R- FLOOR OUTLETS 20 1 0.50 718 0.36 20 1 R- FLOOR OUTLETS 213 R- FLOOR OUTLETS RM. 208 20 1 1.08 9110 1.08 20 i R- FLOOR OUTLETS 216 SPARE 1N MOB 20 1 1.00 11112 1.00 20 1 SPARE IN MOB SPARE IN MOB 20 i 1 1.00 13114 1.00 20 1 SPARE IN MOB R- FLOOR OUTLETS RM. 224 20 'i 0.54 15 16 0.90 20 1 R- FLOOR OUTLETS 226,228 R- FLOOR OUTLETS RM. 227 20 1 1.08 17 18 1.08 20 1 R- FLOOR OUTLETS 202 R- FLOOR OUTLETS RM. 223, 22A 20 1 0.90 19 20 0.90 20 1 R- FLOOR OUTLETS 223 R- FLOOR OUTLETS RM. 223 20 1 1.08' 21 22 1.08 20 1 R- FLOOR OUTLETS 223 R- FLOOR OUTLETS RM. 223 20 1 0.90 23 24 1.00 20 1 SPARE IN MOB SPARE IN MOB 20 1 1.00 25 26 1.00 20 1 SPARE IN MOB SPARE IN MDB 20 i 1.00 27 28 0.72 20 1 R- FLOOR OUTLETS 220 R- FLOOR OUTLETS RM. 220 20 1 0.36 29 30 0.72 20 1 R- FLOOR OUTLETS 217.218,315 R- FLOOR OUTLETS RM. 216 20 1 1.50 31.32. 1.08 20 1 R- FLOOR OUTLETS 223 R- FLOOR OUTLETS RM. 219 20 1 0.90 33 34 1.08 20 1 R- FLOOR OUTLETS 216 SPARE IN MOB 20 1 1.00 35136 1.00 20 1 SPARE IN MOB SPARE IN'MDB 20 1 1.00 37 38 1.00 20 1 R- OUTLETS DATA ROOM R- OUTLETS RM. 203-205 20 1 0.72 ' 39 40 1.00 20 1 1 R- OUTLETS DATA ROOM SPARE 20 1 0.00 41 42 0.00 20 1 1 ISPARE TOTALS 6.80 6.82 5.42 6.24 6.76 6.30 LOAD CALCULATIONS: CONN. LOAD - KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING 0.00 1.25 1 0.00 0.00 RECEPTACLES - 1ST 10 KVA 1 10.00 1.00 10.00 NOTES: RECEPTACLES - ABOVE 10 KVA 17.34 0.50 8.67 HVAC 0.00 1.00 0.00 MOTORS 0.00 1.00 0.00 EQUIPMENT 0.00 1.00 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 11.00 7-too-1 11.00 OTHER 0.00 11.001 0.00 TOTAL KVA AMPS 3 .34 106.42 29.67 BZ36 SCALE: N..T.S, OCI AESOCIA= INC. Comdft awwn•r PE B.FE*"a 427 Centerpointe Cird s, Suite 1825 A@amonte Sprhg FL 32701 (407) 332-M Far l407) 332-7704 www.odassociateacom CBfIHCME OF AV114DRA110N MITI W °" o Z_ m L � W N Q ENO W N Q U O e ao I) M m N o 0< Z a -j-rn W H o z m0L 0 N a=r Q J a `� Z � U >- m w J Q a0Z to= w- W co > Iz N U 0 Q Q w U) � W o W M x 4 j w Q w V ~ o 0 GO N 4. V w O � O a L� 1 s 0 m Z o o n > s w w � >r o w z I- o � N o z © S'EPT. '04 THESE PUNS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EOUJNO-h OR flak% WKNITECT% PA AND REIRMW LIONS, DISCLOSURES OR USE THEIimP IN WHOU; OR IN PORT IS EYPRESLY PRO- HTSTTED WIHOUT WRITTEN PERMISSION. S COMM. NO: 040563P- DATE: 04 JANOARY, 2605 BY: CAD CH'KD: EA'G SHEET NO F-2� ASSOCIATES OF 17 INC. PANEL RP-5 SERVICE 120/206V-30-4W MINIMUM BREAKER AIC 22,000 LOCATION. FOURTH FLOOR RATING 60 AMPS MCB MOUNTING SURFACE ELECT. ROOM BKR KVA CKT. KVA BKR LOAD DESCRIPTION TRIP POLES NO. LOAD DESCRIPTION OA OB OC OA 08 OC TRIP POLES R- OUTLETS - FIFTH FLOOR 20 1 1.00 1 2 0.50 20 1 M- MOTORIZED DAMPERS M- MOTORIZED DAMPERS 20 1 0.50 3 4 0.70 20 1 M- EF-R7 M- EF-R1 20 1 0.70 5 6 1 0.00 20 1 SPARE SPARE 20 1 0.00 7 8 0.00 20 1 SPARE SPARE 20 1 0.DO 9 10 O.Oo 20 1 SPARE SPARE 20 1 1 1 0.00 11 12 0.00 20 1 1 SPARE SPARE 20 1 0.DO 13 14 0.00 20 1 1 SPARE SPARE 20 1 0.00 1516 0.00 20 1 1 SPARE SPACE - 1 1 0.00 1718 0.00 - 1 SPACE SPACE - 1 0.00 19 20 0.00 - 1 SPACE SPACE - 1 0.00 1221 1 0.00 1 ISPACE SPACE - 1 0.00 23 2411 .00 - 1 ISPACE / iti , i3': ? "a '_� k,;p'")• Y 3 Y '"'v£' ��,h r" i i f: A ,£ l _ bW.:c..., - - '- mn. ., \a f.,berry i... .: ..._ fr ,'.- L, n�r•y ,� a� '. _ y..£3 � Qf' «:i<. m �,. x .ff •L.ia �S u'Yfi. f .`i4 .r. ,n. .,� x y,'Y,`,.� (� f,,,r� • tM `S / '�� 1 1a• L r S Y l': .. 1 6 yrbA `e+ - \ }�(uy \>` �I Y>' •, '., �'�a ` 1= N i,: •�'' �x�i �M TOTALS 1.00 0.50 0.70 0.50 0.70 0.00 LOAD CALCULATIONS- CONN. LOAD - KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING 0.DO 1.25 0.00 0.00 RECEPTACLES- 1ST 10 KVA 1.00 1.00 100 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0100 HVAC 0.00 1.00 0 00 MOTORS 2.40 1.00 Z40 EQUIPMENT 1 0.00 1.00 000 APPLIANCE 0.00 0.75 000 SPARE/SPACE 0.00 1.00 1 000 OTHER 0.00 1.00 000 TOTAL KVA AMPS 3.40 9.44 1 3.40 9.44 PANEL MP SERVICE 46G/277V-30-4W MINIMUM BREAKER AIC 22,000 LOCATION FIRST FLOOR RATING 225 AMPS MCB MOUNTING SURFACE ELECT. ROOM LOAD DESCRIPTION BKR KVA CKt N0. KVA BKR LOAD DESCRIPTION TRIP POLES OA OB OC OA 08 OC TRIP POLES - AHU-1.1 20 3 3.05 1 2 3.88 1 30 3 M- AHU-2.1 - 3.05 3 4 3.88 M- - 3.05 5 6 1 3.88 M- - AHU-3.1 30 3 3.88 7 8 -3.88 30 3 M- AHU4,1 - 3.88 910 188 M- - 3.88 1112 3.88 M- M- AHU-3.2 70 3 10.56 13 14 3.24 1 20 3 M- CU-3.2 M- 10.56 1516 3.24 M- 1 10.56 1718 3.24 M- SPACE - 1 ODD 19 20 0.00 - 1 SPACE SPACE - 1 0.00 2122 0.00 - 1 SPACE SPACE - 1 0.00 23 24 1 0.00 - 1 SPACE SPACE - 1 0.00 25 26 0.00 1 SPACE SPACE - 1 0.00 27 28 0.00 - 1• SPACE SPACE - 1 0.00 29 30 0.00 1 - 1 SPACE SPACE - 1 0.00 31 32 0.00 - 1 SPACE SPACE - 1 0.00 --I- ' 0.00 - 1 SPACE SPACE - 1 1 0.00 351361 0.00 - i SPACE SPACE - 1 0.00 1 37 38 0.00 - 1 SPACE SPACE - 1 1 0.00 39 40 0.00 1 SPACE SPACE - 1'1 0.00 41 42 0.00 - 1 SPACE TOTALS 17.49 117.49 17.49 11.00 111.00 111.00. 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.DO 0.00 NOTES__ _ RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 HVAC 0.00 1.00 0.00 MOTORS 85.47 1.00 85.47 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 (Wo TOTAL KVA AMPS 85.47 102.80 85.47 102.80 PANEL PANEL PP-T2 SERVICE 120/203V-30-4W _ MINIMUM BREAKER AIC 22,000 LOCATION LEASE SPACE 023 RATING 200A MCB MOUNTING SURFACE LOAD DESCRIPTION R KIKVA KVA NOT BKR LOAD DESCRIPTION TRIP POLES OA 0B OC OA OB OC TRIP POLES -OUTLETS 20 1 D.90 1 12 0.OD 20 1 SPARE SPARE 20 1 0.00 3 4 0.00 a 20 1 SPARE SPARE 20' 1 0.00 5 6 0.00 20 1 SPARE SPARE 20 1 0.00 7 8 0.00 20 1 SPARE SPARE 20 1 0.00 9 10 0.00 20 1 ISPARE SPARE 20 1 0.00 11 121 0.00 20 1 SPARE PARE 20 1 0.00 13 14 0.00 20 1 SPARE SPARE 20 1 0.00 15 16 0.00 20 1 SPARE SPARE 20 1 0.06 17 18 0.00 20 1 SPARE SPARE 20 1 0.00 19 20 0.00 20 1 SPARE 20 1 0.00 21 22 0.00 20 1 SPARE SPARE ARE 20 1 0.00 23 24 0.00 20 1 1 SPARE SPARE 20 1 0.00 125 26 0.00 20 1 1 SPARE SPARE 20 1 0.00 27128 0.00 20 1 1 SPARE SPARE 20 1 0.00 29 30 0.00 20 1 1 SPARE SPARE 20 1 0.00 31 32 0.00 h 20 1 SPARE SPARE 20 1 0.00 33 34 0.00 20 1 SPARE ARE 20 1 0.00 35 36 0.00 20 1 SPARE ARE° 20 1 1 0.00 37 38 0.00 1' 20 1 SPARE ARE 1 20 1 1 1 0.00 39 40 0.00 20 1 ISPARE SPARE 1 20 1 0.00 41 42 0.00 20 1 ISPARE TOTALS 0.90 0.00 1 0.00 0'00 1 0.00 0.00 LOAD CALCULATIONS: CONN. LOAD - KVA D.F. I CALC, 'DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: UGHTING 0.00 1.25 0.00 0.00 RECEPTACLES - 1ST 10 KVA 0.90 1.00 0.90 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 HVAC 0.00 1.00 0.00 MOTORS 0.00 1.00 0.00 EQUIPMENT 0.00 1.00 0.00 APPLIANCE 0.00 0.75 0.00 ARE/SPACE 0.00 1.00 0.00 THER 0.00 1.00 0.00 TOTAL KVA AMPS 0.90 2.50 0.90 2.50 PANEL PANEL DP-T2 LOCATION EXTERIOR SERVICE RATING 120/208V-30-4W 200A MCB _ MINIMUM BREAKER AIC 22.000 MOUNTING SURFACE LOAD DESCRIPTION BKR KVA CKT. NO. KVA BKR LOAD DESCRIPTION TRIP POLES OA 0B OC OA OB OC TRIP POLES UGHIING 20 1 2.00 1121 0.00 20 1 1 SPARE PARE 20 1 0.00 3141 0.00 20 1 1 SPARE SPARE 20 1 OAO 5161 0.00 20 1 1 SPARE SPARE 20 1 0.00 7 81 0.00 1 20 1 SPARE SPARE 20 1 0.00 9 lol 0.00 20 1 SPARE SPARE 20 1 1 0.00 11 121 1 0.00 20 1 SPARE SPARE 20 1 1 0.00 13 141 0.00 1 20 1 SPARE SPARE 20. 1 0.00 15 161 0.00 1 20 1 SPARE SPARE 20 1 0.00 17 181 0.00 20 1 SPARE SPARE 20 1 0.00 19 201 0.00 20 1 SPARE SPARE 20 1 0.00 21 221 0.00 20 1 SPARE SPARE 20 1 0.00 1232411 0.00 20 1 SPARE ARE 20 1 0.00 25 26 0.00 20 1 SPARE SPARE 20 1 0.00 27 281 0.00 20 1 SPARE SPARE 20 1 1 1 0.00 29 301 0.00 20 1 SPARE SPARE 20 1 0.00 31 321 0.00 1 20 1 SPARE SPARE 20 1 0.00 33 341 0.00 1 20 1 SPARE SPARE 20 1 0.00 35 361 0.00 20 1 1 SPARE SPARE 20 1 0.00 371381 0.00 1 70 1 3 0- TRANSFORMER T2 SPARE 20 1 0.00 391401 0.00 0- SPARE 20 1 0.00 411421 0.00 0- TOTALS' LOO 0.00 0.00 ><1 o.00 o.no 0.00 LOAD CALCULATIONS: CONN. LOAD - KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: UGHTING 2.00 1.25 2.50 o.Co RECEPTACLES - 1ST 10 KVA 0.00 1.00 0.00 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 Q50 0.00 HVAC 0.00 1.00 0.00 MOTORS 0.00 1.00 0.00 EQUIPMENT 0.00 1.00 0.00 APPLIANCE 0.00 Q75 0.00 SPARE/SPACE 0.00 1.00 0.00 OTHER 0.00 1.00 0.00 TOTAL KVA AMPS zoo 5.55 2.50 6.94 PANEES - ELECTR... OCI ASSOCL47EA IMCA Consul V Engineers Otkfmab - F! Pbrce • wod Pan Bercb - FL Myers 427 Centerpmte Ord&, SEate 1825 A@amonte Spriry FL 32701 (407) 332-SM Fax: (407) 332-7704 www.odassoclates.com cenACATE aF ADnpEQATTON �uei W ° p Z_ mw Ljo Q = (14O V)MN Q U O M m N m o pQQ� 'Z Q cu.T J - 07) Ld F- z a m0Ln J 0 F- N CL J Q LLJ Z = OR OR > m 0 J a � cep>d � o 4 a j j M 2 Q Z W v tio� N f- U W O Of O OL u- 11111ONE 0 © SEPL '04 THESE PIANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF mo k DRMABk% ARCHITECTS, PA AND REPRODUCRONS. NCLOSUW OR USE THERDY IN NNOX OR 14 W IS WRD&Y PRD- HIIWEU 'M UT WRITTEN PERMISSION. COMM. NO: 04050311B DATE: 04 14AWRY, 2005 BY: CAD CH'KD: ENO SHEET NO. ASSOCIATES OF 27 1NC. CONCRETE SIZE PER RISER DIAGRAM — MAIN WATER SERVICE PIPE (IF METAL) JUMPER AROUND WATER METER CONCRETE SLAB/FOOTING ON EARTH /3/0 BARE — COPPER GROUND CONDUCTOR TO GROUND SYSTEM a a Q a 1 EXOTHERMIC CONNECTION a s d w .a a 20'-O' MIN. — 3/4' X 20' COPPERWELD — REBAR PER EXOTHERMIC CONNECTIOP GROUND ROD (2 MIN) STRUCTURAL BETWEEN GROUND DWGS. CONDUCTOR AND REBAR (ONE PER EACH PIECE OF REBAR THREE MIN). D-T ■ fw CONCEALED BASE ASSEMBLY SET IN PLACE W/ ® SILICONE ADHESIVE a, e ALUMINUM ADHESIVE CABLE HOLDER AT EVERY 36' o/c (MAX) NLP CAT. /28 SMOOTH WEAVE ALUMINUM LIGHTNING PROTECTION CONDUCTOR STRAP TYPE COPPER VENT BONDING STRAP ®VENT BONDING DETAIL �E-26j N.T.S. &A Qw1 CAST BRONZE UNIVERSAL PARALLEL CABLE SPLICER #28 SMOOTH WEAVE ALUMINUM LIGHTNING PROTECTION CONDUCTOR PARALLEL SPLICE SMOOTH WEAVE ALUMINUM LIGHTNING PROTECTION CONDUCTOR CAST BRONZE TEE CABLE SPLICER TEE SPLICE (--q� SPLICING DETAILS_ C-27- N.T.S. 53 m 1/2'x24' BARE COPPER AIR TERMINAL CAST BRONZE PARAPET AIR TERMINAL BASE MOUNT W/ STAINLESS STEEL FASTENER COPPER CABLE LOOP /28 ROPE LAY COPPER LIGHTNING PROTECTION CONDUCTOR #26I SMOOTH WEAVE ALUMINUM LIGHTNING PROTECTION CONDUCTOR CAST BRONZE SECONDARY SPLICER #4 SOLID SOFT COPPER SECONDARY BONDING WIRE CAST BRONZE SECONDARY BONDING LUG SECONDARY BONDING DETAIL E- ROPE LAY COPPER GROUND CONDUCTOR TO SYSTEM EXOTHERMIC CONNECTION 3/4'x3O' SECTIONAL COPPER -CLAD GROUND ROD DRIVEN TO REFUSAL (TYP. OF 3) MINIMUM ROD SPACING 33'-0' EXOTHERMIC CONNECTION . 1 M 1 m■ ■ate E E f 1 I NLP TYPE LR2 HORIZONTAL CABLE TO GROUND ROD EXOTHERMIC CONNECTION GROUND ROD WITH DOUBLE , EXOTHERMIC CONNECTION NLP TYPE LCI1 HORIZONTAL TO HORIZONTAL CABLE CROSS EXOTHERMIC CONNECTION CABLE CROSS : CONNECTION N.T.S. E-26 --�� N.T.S N.T.S. HORIZONTAL END TO END EXOTHERMIC CONNECTION I2N16j, F_=Mq RTG CAST IRON GRATE GROUND WELL COVER PRECAST CONCRETE GROUND INSPECTION WELL GRADE #19 CONCENTRIC STRAND COPPER GROUND CONDUCTOR TYPE LR2 EXOTHERMIC CONNECTION 3/4'x10' COPPER -CLAD GROUND ROD GROUND INSPECTION WELL HORIZONTAL TAP TO HORIZONTAL RUN EXOTHERMIC CONNECTION HORIZONTAL TO HORIZONTAL CABLE CROSS EXOTHERMIC CONNECTION ep HORIZONTAL PARALLEL TAP EXOTHERMIC CONNECTION HORIZONTAL PARALLEL TAP EXOTHERMIC CONNECTION N.T.S. ANGULAR CABLE DROP TO VERTICAL STEEL SURFACE EXOTHERMIC CONNECTION GROUND PLATE TO DOWNWARD CABLE TAP & STEEL SURFACE EXOTHERMIC CONNECTION TYPICAL EXOTHERMIC CONNECTIONS N.T.S. Oa ASS'OCl M MRC. Con L&v Engkoers Orbndo • 14 Pbros • West Pain Bach • R A&" 427 Centerpointe Circle, & to 1825 Abmonte Sprinpa FL 32701 (407) 332-M Pas ((407) 332-7704 www.ociaeeodeteacom CEIf1iM#TE OF AVIEIOIpATpN W01 ASSOCIA TE: INC. W Y a Z IL m N Lj O LLJ F-O < ENO (A N Q U O M m N DD o 6Q� Z a p i _j W a a m0EE � f- z U J N (L LLJ H Q� Z = aW U >- m w J a w�O 0 EC) L,J S W >d H U LLJ ~ L) S N N v Of o Q Z Q _i Q THOMAS a. AITCHESON. P.E. w427 CENTERPOINTE CIR., SUITE 1825 (n ALTAMONTE SPRINGS FL 32701 FL REG. NO.: ftrie8 e O � J oC 2 Cv V ti o � � N U LL.I O CL 0O z 0 tn W Q 0 0 z © SEPr '04 THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EDLUND A ORTENEAS. ARCHITECTS, PA AND REPRODUCTIONS, DISCIOSUNES OR USE THEREOF IN WHOIE OR IN PAST IS EIWRMLY PNO- RIOTED WRtWNT WRRIEN PESNM[ON. COMM. NO: 0405030E DATE: 04 JgNOARY, 2005 BY: CAD CH'KD: EMG SHEET NO. 1-26 OF 17 24" Cutout Data A = IVORY 20 AMP U11UTY DUPLEX - CIRCUIT #1 8 = IVORY 20 AMP UTILITY DUPLEX - CIRCUIT #2 C = BLANK VOICE/OATA PLATES *** ORANGE DUST COVER FOR EACH 10 PIN CONNECTOR 27 0 DESCRIPTION: /S" The access floor module connector shall carry branch circuit power from any 'power out' tap to an access floor module. Flush mount access floor module connectors shall be made with insulated #12 AWG, stranded copper conductors and a #12 AWG stranded copper ground. All flush mount connectors shall be available with single ports with up to 10 pins to accommodate standard or Isolated ground power or a combination of both. Power Compartment One to Four Standard or Isolated Ground Duplex Receptacles _.ce/Data Knockouts For Standard Facepiates GENERAL INFORMATION: 1. 11-1/4' Square Lid Assembly 2. 1/8" Thick Loow� pProfile Trim Frame 3. Mni508mWished�loor eight 4. Cutout Size Is 10-1/2_' Square 5. Lid Color - Black 6. One to Four Standar of Isolated Ground Duplex Recep aces 7. Voice/Data - 3 Knockouts for Standard Facepiates, 8. Grommet Material for 1 Grommeted Port. (Field Installed) 9. Interface Plate for 2 Lucent 'M' Series Jacks. (Field Installed) 10. Ca et Or Vinyl Insert is Field Supplied an Installed DESCRIPTION: Grommeted Port Interface Plate 24" a �r The Secondary Distribution Box (SDB) shall receive power from the Main Distribution Box (MDB) via Extender Cable and shall provide Access Floor Modules through variable length snap on Extender Cables. It shall be manufactured from type MC cable and shall be consists of 90 C insulated, 112 AWG, solid capper conductors and a #12 AWG solid copper ground. All Extender Cables shall be available with single ports to accommodate standard or isolated ground power or a combination of both. Lengths are variable to accommodate project requirements. Cutout Data war Compartment ceptacle Plate For I Duplex Receptacles iplexes Not Included) interface Plate For (2) Superior RJ45 Jacks 6.68„ GENERAL INFORMATION: 1. 7-5/16' x 6-15/16' Lid Assembly 2. 1/8' Thick Low Profile Trim Frame 3. 5-5/8' Overall Depth For 6' Minimum Finished Floor Height 4. Field Wired Boxes Are Listed In 5. U.L File E108951 Cutout Size Is 6-3/8" x 6-3/4' 6. Lid Color -Black, troy er Brown 7. Receptacle Plate for 2 Duplex Receptacles (Duplexes Not included) 8. Wring - None, For Field Wire 9• Voice/Data Plates -- One Grommeted Port Interface Hate and 1 Interface Plate for (2) Superior RJ• 45 Jacks Carpet Or Vinyl Insert is Field Supplied and Installed The Acin Distribution Box (MDB) shall provide power to the Secondary Distribution Boxes (SDB) via Extender Cables. The fame Run Cable shall be attached to the MDB using pre -wired modular connectors with the length of cable determined by the distance between the designated area to the electrical panel or junction box location. The ain distribution box shall be available with multiple single Port configurations with up to 10 pins which can a modate standard or isolated ground power or a coin 1nation of both. DESCRIPTION: The Secondary Distribution Box (SDB) shall receive power from the Main Distribution Box (MDB) via Extender Cable and shall provide Access Floor Modules through variable length snap on Extender Cables. The Home Run Cable for the Main Distribution Box shall be modular, so the MDB also serves as the Secondary Distribution Box. The Secondary Distribution Box (SDB/MDB) shall be available with multiple single port configurations with up to 10 pins which can accommodate standard or isolated ground power or a combination of both. - w J Z_ m La < _� E N O in N Q U O tOO D M M m N o p< Z LLI O a CD O iY Q < m L` -J N U dS� I— -I .< LLJ Z = U >- m .. w J a cl�0o 0 Lr) LRJ 2 LLI to > o- I N.T.S. _i Q THOMAS I W 427 CFNTEW (n ALTAMONTE z� rym � a o x =W_ C F- U W O W CC O CL Le_ 10DULE CONNECTOR r6EXTENDER_CABLE N.T.S. E-27 N.T.S. v cn Z O N w W E" Q O z 0 5EP/ '04 THESE PUNS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EDWND A DMRENIAS. ARCHITEMS, PA MO REPRODUCTIONS, aSCUMURES OR USE THEREOF IN ME OR IN PORE IS EXPRESSLY PRO- HeNED WRHOUT MIEN PERMISSION, COMM. NO: 040503Y8 DATE: 04 ✓ANUARY, 2005 BY: CAD CH'KD: EAR OCiA.SOC14TM HMC. SHEET NO. Caoull h9 Er4tri is Orfenalb42 - C Alarstet s • Wear rcl BacA • R Atyera 427 Centerpointe Ctrak,, a^tlte 1625 1-27 (4a7) 332-5110 Fax n 332-nO4 WWW.00IaaaOClete9.GOrn ASSOCIATES {3F 17 Xx31TwDMEOPAVTH01vMaN.mel INC. PANEL ERP-1 LOCATION FIRST FLOOR ELECTRICAL ROOM SERVICE RATING 120/208W30-4W 60A MCB MINIMUM BREAKER AIC 22.000 MOUNTING SURFACE LOAD DESCRIPTION BKR KVA NOT K LOAD DESCRIPTION TRIP POLES OA OB OC OA 08 OC TR IP POLES R- RECEP AD-1 20 1 1 0.36 1 2 0.36 20 1 R- RECEP CC-8 R- RECEP OC-10 20 1 0.36 3 4 0. 20 1 R- RECEP CC-5 R- RECEP CC-2 20 1 0.36 5 6 0.36 20 1 R- RECEP CC R- RECEP M-12 20 1 0.36 7 8 0.36 20 1 R- RECEP M-9 R- RECEP M-4 20 1 0.36 9 10 0. 6 20 i R- RECEP M-10 R- RECEP T-5 20 1 0.36 11 12 0.36 20 1 R- RECEP T-3 R- RECEP T-7 20 1 0.36 13 14 0.36 20 1 R- RECEP T-12 R- RECEP M-2 20 1 0.36 15 16 0. 6 20 1. R- RECEP 1ST 0- POWER TO PCM 20 1 0.50 17 181 0.50 1 20 1 0- POWER TO PCM 0- POWER TO PCM 20 1 1 0.50 19 20 0.50 1 20 1 0- POWER TD PCM 0- POWER TO PCM 20 1 0.50 21 22 1 0.00 1 20 1 0- POWER TO PCM 0- POWER TO PCM 20 1 0.50 23 24 0.50 20 1 0- POWER TO PCM 0- POWER TO PCM 20 1 0.50 25 26 0.50 20 1 0- POWER TO PCM 0- POWER TO PCM 20 1 0.50 27 28 0. 0 20 1 0- POWER TO PCM SPARE 20 1 0.00 2930 600 20 1 SPARE SPARE 20 1 0.00 1 31 32 0.00 20 1 SPARE SPARE 20 1 0.00 33 341 0.00 20 1 SPARE SPARE 20 1 0.00 35 36 0.00 20 1 SPARE SPARE 20 1 0.00 37 38 0.00 - 1 SPACE SPACE - 1 0.00 39 40 moo 1 SPACE FACE - 1 0.00 41 42 1 0.0011 1 SPACE TOTALS 2.08 2.08 1.72 2.08 2.08 1.72 LOAD CALCULATIONS: CONN. LOAD - KVA D.F. CALL. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING 0.00 1.25 1 0.00 0.00 RECEPTACLES - 1ST 10 KVA 5.76 1.00 5.76 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 00 HVAC 0.00 1.00 .00 MOTORS O.OD 1.00 0.00 EQUIPMENT 0.00 1.00 0.00 APPLIANCE 0.00 0,75 0.00 SPARE/SPACE 0.00 1.00 .00 OTHER 6.00 1.00 .00 TOTAL KVA AMPS 11.76 3264 1 11.76 3264 PANEL ERP-4 LOCATION FOURTH FLOOR ELECTRICAL ROOM SERVICE RATING 120/208V-30-4W 60A MCB MINIMUM BREAKER AIC 22,000 MOUNTING SURFACE LOAD DESCRIPTION BKR KVA CKT. NO. KV BKR LOAD DESCRIPTION TRIP POLES1 OA I OB OC OA I OB I OC TRIP JpOLES 0-POWER TO PCM 20 1 1 0.50 1 1 12 0.50 1 1 20 1 1 0-POWER TO PCM O-POWER TO PCM 20 1 1 0.50 3 4 1 0. 20 1 0-POWER TO PCM O-POWER TO PCM 20 1 1 0.50 5 6 1 1 0.50 20 1 O-POWER TO PCM O-POWER TO PCM 20 1 0.50 1 7 8 0.50 1 20 1 O-POWER TO PCM O-POWER TO PCM 20 1 0.50 9 10 0. 20 1 O-POWER TO PCM O-POWER TO PCM 20 1 1 0.50 Ti 12 0.50 20 1 O-POWER TO PCM SPARE 20 i 0.00 1 1 13 14 0.00 1 20 1 ISPARE SPARE 20 1 1 1 0.00 1 15 16 O-3j 20 1 R- RECEP RM 404 R- RECEP RM 406 20 1 1 0.36 17 18 ' 0.36 20 1 R- RECEP RM 409 R- RECEP P-3 20 1 0.36 19 20 0.36 20 1 R- RECEP RM 422 R- RECEP RM 409 20 1 0.36 21 22 0.30 1 20 1 1 R- RECEP PROBATE R- RECEP OV-3 20 i 0.36 23 24 1 0.36 20 i R- RECEP RM 435 R- RECEP RM 427 20 1 0.36 25 26 0.36 20 1 R- RECEP RM 420 R- RECEP 417 20 1 0.36 2728 0.36 20 1 1 R- RECEP RM 412 R- RECEP RM 402 20 1 0.36 29 30 0.36 20 1 R- RECEP CLERK OF THE COURT R- RECEP RM 421 20 1 0.36 31 32.0.00 1 20 1 i ISPARE SPARE 20 1 0.00 33,341 O.OQ 20 1 1 ISPARE SPARE 20 1 1 0.00 35 36 0.00 20 1 SPARE SPARE 20 1 0.00 3738 0.D0• 20 1 SPARE SPACE MOO 39 40 O.Otl SPACE SPACE 0.00 41 42 0.00 SPACE TOTALS 208 1.72 208 1.72 208 208 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 5.76 1.00 5.76 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.501 Goo HVAC 0.00 1.001 Goo MOTORS 0.00 1.00 1 0,00 EQUIPMENT 0.00 1.00 0,00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.00 1.00 0.00 OTHER 6.00 1.00 600 TOTAL KVA AMPS 11.76 3264 11.76 32.64 W o fro j 00 m, � CD Lij cr ` E;I z H F- LU (n CD °I PANE. ERP-2 LOCATION SECOND FLOOR ELECTRICAL ROOM SERVICE RATING 120/208V-30-4W 60A MCB MINIMUM BREAKER AIC 22,000 MOUNTING SURFACE LOAD DESCRIPTION BKR KVA CKT NO• KVA BKR LOAD DESCRIPTION TRIP POLES OA 08 OC OA OB OC TRIP POLES 0-POWER TO PCM 20 1 0.50 1', 21 0.50 1 1 20 1 A O-POWER TO PCM O-POWER TO PCM 20 1 0.50 1 3' 41 1 0.50 1 20 1 1 O-POWER TO PCM 0-POWER TO PCM 20 1 0.50 511 6 1 1 0.50 20 1 1 0-POWER T0. PCM O-POWER TO PCM 20 1 0.50 7 8 0.50 1 1 20 1 O-POWER TO PCM 0-POWER TO PCM 20 1 0.50 9 10 0.50 20 1 O-POWER TO PCM 0-POWER TO PCM 20 1 10.50 11 12 0.50 20 1 1 0-POWER TO PCM SPARE 20 1 0.00 13 14 0.00 20 1 ISPARE SPARE 20 1 0.00 15 16 0.36 20 1 R- RECEP FC-16 R- RECEP FC-15 20 1 0.36 17,18 0.36 20 1 R- RECEP FF-10 R- RECEP FC-5 20 1 0.36 1 i,20 0.36 20 1 1 R- RECEP FC-7 R- RECEP FC-9 20 1 0.36 21 22 0.36 20 1 1 R- RECEP FC-15 R- RECEPR WORK RM. 20 1 0.36 2 24 0.36 20 1 R- RECEP FC-12 R- RECEP FC-2 20 1 0.36 2 26 0.36 20 1 R- RECEP FF-8 R- RECEP FF-6 20 1 0.36 2128 0.36 20 1 R- RECEP FF R- RECEP FF-3 20 i 1 0.36 29 30 0.36 20 1 R- RECEP AUDIO RM 207 R- RECEP AUDIO RM 202 20 1 0.36 1 31 32 0.00 20 1 1 SPARE SPARE 20 i 1 0.00 1 33 341 1 0.00 20 1 SPARE SPARE 20 1 0.00 35 36 1 0.00 20 1 SPARE SPARE 20 1 0.00 37 38 0.00 I - 1 SPACE SPACE - 1 O.OD 39 40 1 0.00 - 1 SPACE SPACE - i 0.00 41 42 0.00 - 1 SPACE TOTALS 2.08 1.72 2.08 Z1.72 2.OB 208 LOAD CALCULATIONS: CONN. LOAD - KVA D.F. 1 CALC. DEMAND - KVA LOADS NOT INCLUDED iN CALCULATIONS: LIGHTING 0.00 1.25 0.00 0.00 RECEPTACLES - 1ST 10 KVA 5.76 1.001 5.76 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 HVAC 0.00 1.00 0.00 MOTORS 0.00 1.00 0.00 EQUIPMENT 0.00 1.00 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.00 1.00 0.00 OTHER 6.00 1.00 6.00 TOTAL KVA (AMP§2 11.76 32.64 11.76 32.64 PANEL PANEL ERP-S SERVICE 120/20BV-30-4W MINIMUM BREAKER AIC 22 LOCATION STREET LEVEL ELECT.RM RATING 60A MCB MOUNTING SURFACE OD LOAD DESCRIPTION BKR NO. KVA BKR LOAD DESCRIPTiO TRIP POLES OA OA OB OC TRIP POLES R- RECEP. RM. OD9 20 1 0.181 2 0.12 20 1 R- RECEP RM. 005 R- RECEP. RM. 011 20 1 3 4 1.08 20 1 R- RECEP. RM. O11 SPACE - 1 5 6 0.00 - 1 SPACE SPACE - 1 0.007 JKVACKT. 8001SPACE SPACE - 1 9 10 0.00 - 1 SPACE SPACE - 1 112 0.00 - 1 SPACE SPACE - 1 0.003 14 0.00 - 1 SPACE SPACE - f 516 0.00 1 - 1 SPACE SPACE - 11 0.00 17 18 0.00 - i SPACE SPACE - 1 0.00 1 19 20 0.00 - 1 SPACE SPACE - i 1 0.00 2122 0.00 - 1 SPACE SPACE - 1 1 0.00 123 24 0.00 - 1 SPACE SPACE - 1 0.00 1 25 26 0.00 - i SPACE SPACE - i 0.00 27 281 0.00 - 1 SPACE SPACE - 1 A 0.00 29 pp 1412 30 0.00 - 1 SPACE TOTALS 0.18 0.54 0.00 0.72 1.08 0.00 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 252 1.00 252 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 HVAC 0.00 1.00 0.00 MOTORS 0.00 1.00 0.00 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 TOTAL KVA AMPS 252 6.99 252 6.99 PANEL ERP-3 LOCATION THIRD FLOOR ELECTRICAL ROOM SERVICE RATING 120/208V-30-4W 60A MCB MINIMUM BREAKER AIC 22,000 MOUNTING SURFACE LOAD DESCRIPTION KVA CKL NO. KVA BKR LOAD DESCRIPTION TRI POLES OA OB OC OA OB OC TRIP POLES R- RECEP MICROFILM RM. 20 1 1 1 0.36 1 2 0.36 1 1 20 1 1 R- RECEP MICROFILM RM. R- RECEP MICROFILM RM. 20 1 1 0.36 3 4 0.36 20 1 1 R- RECEP CLERK CASHIER R- RECEP PUBLIC RENEW 20 1 0.36 5 6 0.36 20 1 R- RECEP CLERK CASHIER R- RECEP CLERK CASHIER 20 1 0.36 7 8 0.36 20 1 R- RECEP DATA ENTRY R- RECEP RM. 313 20 1 0.36 9 10 0.36 20 1 R- RECEP RM 326 R- RECEP RM 318 20 1 0.36 11 12 0.36 20 1 R- RECEP RM 314 R- RECEP RM 309 20 1 0.36 1 1314 0.36 20 1 R- RECEP RM 309 R- RECEP RM 328 20 1 0.36 15'16 0.50 20 1 0-POWER TO PCM O-POWER TO PCM 20 1 0.50 17 18 1 1 0.50 20 1 1 0-POWER TO PCM 0-POWER TO PCM 20 1 0.50 19 20 0.50 1 20 1 1 1 O-POWER TO PCM 0-POWER TO PCM 201 1 0.50 21 22 1 0.50 20 1 1 0-POWER TO PCM 0-POWER TO PCM 20 1 1 0.50 23 24 0.50 20 1 1 0-POWER TO PCM 0-POWER TO PCM 20 1 0.50 25 26 0.50 20 1 0-POWER TO PCM 0-POWER TO PCM 20 i1 0.50 127281 0.50 20 1 D-POWER TO PCM 0-POWER TO PCM 20 . i 1 0.50 29 301 0.00 20 1 SPARE SPARE 20 1 0.00 31 3210.00 20 1 SPARE SPARE 20 1 0.00 33 341 0.00 20 1 SPARE SPARE 20 1 0.00 35 361 0.00 20 1 ISPARE SPARE 20 i 0.00 37.381 0.00 20 1 ISPARE SPACE 0.00 391401 0.00 ISPACE SPACE 0.00 41142 0.00 1 ISPACE TOTALS 208 2.08 2.22 208 2.22 1.72 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 5.40 1.00 5.40 NOTES RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 HVAC 0.00 1.00 0.00 MOTORS 0.00 1.00 0.00 EQUIPMENT 0.00 1.00 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.00 1.00 0.00 OTHER 7.00 1.00 7.00 TOTAL KVA AMPS 17-40 34.42 T 12.40 34.42 PANEL PANEL ERP- LOCATION ELECTRICAL ROOM THIRD FLOOR SERVICE RATING 120/20ew30-4W 100A MCB MINIMUM MOUNTING BREAKER AIC 22•000 SURFACE LOAD DESCRIPTION BIR KVA CKT. NO• KVA BKR LOAD DESCRIPTION TRIP POLES OA OB OC OAOB 0C TRIP IPOLES R- OUTLETS SERVER RM 30 1 1.50 1 1121 1.50 1 20 1 1 R- OUTLETS SERVER RM R- OUTLETS SERVER RM li 20 1 1 1 1.50 3141 1.50 20 1 R- OUTLETS SERVER RM R- OUTLETS SERVER RM 20 i 1.50 5161 1.50 20 1 R- OUTLETS SERVER RM R- OUTLETS SERVER RM 1 1.50 7 8 0.00 20 1 SPARE SPARE t2mO 1 0.00 9 10 0.00 20 1 SPARE SPARE 1 0.00 Ill 121 0.00 20 1 ISPARE SPARE 20 1 0.00 13 14 0.00 20 1 ISPARE SPARE 20 1 0.00 15 161 0.00 20 1 SPARE SPARE 20 1 0.00 17 18 0.00 20 1 SPARE SPARE 20 1 0.00 19 20 0.00 20 1 SPARE SPARE 20 1 0.00 21 22 0.00 20 1 SPARE SPARE 20 1 0.00 23.24 0.00 20 1 SPARE SPARE 20 1 0.00 25126 0.00 20 1 SPARE ' SPARE 20 1 0.00 27 28 0.00 20 1 SPARE SPARE 20 1 1 0.00 29 30 0.00 1 20 1 1 SPARE SPARE 20 �, 1 0.00 31 32 0.00 20 1 SPARE SPARE 20 1 0.00 33 34 0.00 20 1 SPARE SPARE 20 1 0.00 35 36 0.00 20 1 SPARE SPARE 20 1 0.00 37 38 0.00 20 1 SPARE SPARE 20 1 0.00 39 40 0.00 20 1 SPARE SPARE 20 1 0.00 41 42 0.00 20 1 SPARE TOTALS 3.00 1.50 1 1.50 >< 1.50 11.50 1.50 LOAD CALCULATIONS- I 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 10.00 1.00 tO.OQ NOTES - RECEPTACLES - ABOVE 10 KVA 0.50 0.50 0.25 HVAC 0.00 1.00 0.00 MOTORS 0.00 1.00 0.00 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 TOTAL KVA AMPS 10.50 29.15 10.25 28.45 RULES - w J Z pa O m H �(0 Q � N O NMM Q O 00 m N o 6QNt Z a 0 J-a, W H o z 000LO Q a L` ^ _j _I N U d2^ uj Z �mw J a jr0O 0 W m>o- J -S z v Q Lu y U W O a LE_ © SEPI. '04 THESE PLANS AND k1 THE INFOMOON SHOWN HEREIN ARE THE PR lP a MIJUND k DRR ak% WHIlECTS, L PA, AND REPR IX=0NS, DISq.OSURFS ON USE THEREOF IN WHDEE OR IN PAN IS EPPRE6IY PR(>- N.T.S. HIM WWHOUT WRRIEN PERMM N. COMM. NO: 04050311 DATE: 04 ✓ANOARY• 2005 BY: d1D CH'KD: ENO OaASSOCZ47ES, WC. cawcangg Et0eere "rda . R Pbrce • west Pain Beach • R were 427 CeMerpobte Circle, "o 1825 Aftarnonte Springs, R 32701 (407) 332-580 Pax (407)$32-7704 WWW.Odaftoclateaom C✓31f ROA'IE OF AV R W IQATNk! MtBI ASSOCIA TFf INC. 6--28 OF 18 hw:l� INDIAN RIVER DRIVE V C if if ii li 0\ x FIVE STOPly, -7 rf)ous X w :z F1do ' L� III J2 + + -4- ®r"J 0 �0 public defenders LL SOUTH 2nd STREET SECURITY (SITE PLAN) SCALE: 1"=20'-0" BuHoLTz PROFESSIONAL w ENGINEERING, INC. z MAGNOLIA AVE., SANFORD, FL 32771 in vi Li 0 t: D to 110 S. Ph 407-330-4848 Fx 407-330-4688 0) a 0 04 CA 00009600 < o Uj 14) Brian Buholtz, PE CA 0000057979 (n F- < '-t Z v) < U6—m zn I O� w m ('o 0 z < L-'j _j C14 C) o z ILL-, E < w0 D oi >-m C) LLJ fj 0 Q Lo LLJ w w > CL "'Sting ChillL, 00 Plant 00 MFOPTANT NOTE: 'A�' SE;ZIES SHEETS INDICATE 51-11L1*6 SHELL INFORMATION. SF' SEIZIES SHEETS INDICATE SPACE PLANNING, IHTEI210' WIH120WS, EXTERIOR AND INTERIOR DOORS. "ID" SERIES SHEETS INDICATE 1NTEFZ10;Z DIMENSIONS; 6ASEWOF-K & FINISHES. SG" SERIES INDICATES SE<-e::1JP-1TY SHEETS GRAPHIC SCALE 20' 1 Q' o 20' 40' 1 "=20 0 F- o 4r z < < O LL LL � >-: N w (� �z �z nSr :z d) w LLI 7-3 CD Lu w bt 7J a w 1 6 0 V) z 0 LAI 0 t26'--T.-104THESE PLANS AND THE INPORN[ATION SHOWN HEREIN ARE THE PROPERTY OF MUND WEN13AS away AREN9E ' PA AND REPRW=IONS, DISCLOSURES 0 USE THEREOF IN WHOLE M IN PART IS EXPRESSLY PRO- NOMD KNOUT WMEN PERMISSION. COMM. NO: 0405OeWB DATE: 20 06T, 04 BY: TK9 CH'KD: BT5 SHEET NO. SC-1 OF SEVEN PUBLIC SIPEWAi. r'LANTEk WAt iji ANTEIZ L DSGAFE AR PLANTEk 25;. SLOPE j ,G0I 7'-0" TAB I 1 i OO WALL I p j 1 }j 1 0 Pax ELEVATOk ST Ik j LQBB Y I i ENTRY t2QTLP[ Ip I � lV (I"D STDkYi AIL I j I DI L--i ti l,l inergen bottleF�)TOC<'AG E K i for fire suppressio L_J i I 1 ter leads ATA / I HONE I a' HIC,H TEMP. I i ©OE ELEV, ELEV f ( I CLASS W/, PATG',N�j f 0 j oo it . _ HA PWAREP�GANP LOBBY l� it C.. - - 1 wall for sound e* PRODDING EN �� B X—RA S"EGL1kEP STQk g�4', E I G C_LEV. Ea, CFY j M 007 © GA2D ACCESS METAL f rJETC(5TOR SEGt1F21. WORK 1ISW!GHBOA�2t7 (` BULLET —RESISTANT GLASS & FRAME - (U�Qk ATIQIyI SECURITY M08iLE P S-THRU ,. STOIZACaE.. ® WORK 2 I E OMEN — -- WORK � I WORK 4�. I D12 OI� F(kE 9ATEP O!O _ _1r S70kA6 VAULT # I 1 5 7 S. E. I 00(;� A I' `HI -LOW E WG I Elk E kATEP I I - STQkA(:�-,E VAULT P 015 c i I I LEASE SPADE I_ItiTkAL STo PIZ. PUMPP o!E O a 017 jjj 014 1 S R� NOS SY TE� ' O n. I 1 I al set. � MECH. Ole j 0Ig - i LEV. II - 02p future, j EQUIP. YAR I commerical L STAID, 2 ( 2AVEi:-) I kitchen �LEASE SPADE I TA=E area ! �LEV.I i IO2 CE kATQi2 21' I it I,P ELEV. I_OB5 � j 022 II EXIT thru wall hood / exhaust and m eup 1 MHOLTZ / PROFESSIONAL r Y ENGINEERING, INC. Z a Li 110 S. MAGNOLIA AVE., SANFORD, w Ph 407-330-4848 FL 32771 Fx 407-330-4688 a :3 N o CA 00009600 < � M N Brian Buholtz, PE CA 0000057979 m (n toZ a z W a o a < o�rn CL0to Ay LL a Q -j L.L N v �J N 14 0- S r- Z LLJ U m w �0z J < Of O LO W = Li Lo > d lh IEOETANT NOTE: A' SERIES SHEETS INDICATE BUILDING SHELL INFOIZMATION, SP" SERIES SHEETS INDICATE SPACE PLANNING, IHTEIZIOIZ WINDOWS, EXTEPIOR AND IHTERIOP DOORS. 'ID' SEIZIES SHEETS INDICATE INTEIZIoIZ DIMENSIONS, GASEWOIZK & FINISHES. 'S(f--' SEIFIES INDICATES SECURITY SHEETS GRAPHIC SCALE 40 5' 10' 15' 20' IL I I VI 1� � O Q U 0 LL � N is V Z z z d) \3 4 111 z ll] u w vo Nu- W o � O to z O N W W 0 z ©/f/ �T _Q4THESE PLANS AND THE INFORMATION SHOWN HEREIN PRE THE PROPEM OF EMU) ORNENRAS ONRLEY PftCF DM. P.& AND REPRODUCTIONS. DISCLOSURES OR USE THEREOF IN WHOLE OR IN PART E EMPRESSLY PRO - MISTED WrtHOUF WRRIEN PERMISSION. COMM. NO: 04050',VB DATE: ',20 DDT, 04. BY: TK-9 CH'KD: BTB SHEET NO. SC-2 OF SEVEN F4BF, EL-VATc%� k TAIL OBBYIctn J VIP. `T02 ! i ---------I I 104 I �t ; i i ! Af 7 1-44-1Pr=JSFTY FILES ACCESS O Mal PILES 10 T --- / t7l I�. �rC7AT� E4_.- - K-GC?ICY I IOC HIC-TH r / SLOW j S EGLJP,E EILESJF'Eq OFF -ICE CO° N aF• IG i25 -------- 3 114 r"J�L1G WAITIN a � LPWEwA ,Q L yid 0 { I I GIizGUI 1 '❑0L- Lail I< ; � CIVIL EDE!ED j I l ------ED , ` 1Iri r a Q SMALL ° - LOW! ' J --- WALL LAIMIS G� i I t I I I I �—� I_!rJ NCI. Y FLUWALL ----- A - 1 i---- `4 j ---. -� '' II _I I i� =r K}ZONOS r-- J El -+ � GOLJRTESY ' NAAIL-150XES R M u— ;� -- ° I-, 1 0 DL E o — 12 aTAi& 2 _ �l FPlI , I EL V FILES I ! 11' GLOS. ` (I�i53 I 1 L 121 EL EV. a D�I�Y 120 { I � ! I UP DN L i� I I r R �1J 31212?2 / t tt 'j, SECUR TY (FIRST EVE SCALE: 1 /8"=1' 0 0 v dli III 1 15UHOLTZ I. y PROFESSIONAL , Y �... ENGINEERING, INC. z Q °� o W AVE., m _ 110 S. MAGNOLIA Ph 407-330-4848 SANFORD, FL 32771 Fx 407-330-4688 (.0 CA 00009600 N ' Li Brian Buholtz, PE CA 0000057979 m 0 rna 0 a I.- Q "It o�I Zorn Z W 0 � �0� < a ��^ N Cl U r- Q v I- -i J V a >- m W WC)Z ® ce0 W 40 > a_ 1MPDPs'TAHT- NOTE: A" SERIES SHEETS INDICATE EIJILDING SHELL INFORMATION. SF' SERIES SHEETS INDICATE SPACE PLANNING., INTERIOR WINJPOWS, EXTERIOR AND INTERIOR DOORS. 11Vo SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK & FINISHES. "SG" SERIES INDICATES SECURITY SHEETS GRAPHIC SCALE 4' 0 5' 10' 15' 20' 1 rBT,_ 1,_0„ J a W In U1 � Q 0 o LL N 0� z�� z' z4 > w zw �co --� a w LL Q Ui a F- U W 0 CL -ITFFF Ln z 0 f/1 W W 0 G (0 /�/�T /� z ,,�T SL4THESE PLANS AND THE NFORMAMN SHOWN HEREIN ARE THE PWKM a EDLIIND.. ORRENPAS 9MILU ARCHITECTS. PA. AND REPRODUCTIONS. O6CLOSURES OR USE THEREOF IN WHOLE OR IN PART 6 EVRMLY PAO- HIRITED WrtHOUT M11TEN PERMISSION, COMM. NO: 04050'SVB DATE: 20 OCT, 04 BY- TKV CH'KD- BTB SHEET NO. SC1111111113 OF SEVEN �' 13ALGONY A'UPIO .. . ... [EE E L E AT 012 202. GA1212ELS LO Oi BY ° i �rj7 p o v �- � II � 1 �TAII2 I - � � ✓IN I 1711 1 20 x �� ALiDiO N U_U207 E(f::-17i HI —DENSITY .FILES F-IL:ES. 17A O FIUBLIG 20-4 205 _ - EGEPTION 2 i�AT ELEV. ELEV. O G UIZTESY _.� OISL a c is PUBLIC DEF AILDOXES N ffil FF _ N -- -El >s 4 L.CG. EIti O Y 211 DOOM 2O�i U 1Zu 20 ® HIGH U_P i OpCN 0�=1�� STATE � LOW 21O 'RINTE42TT _ 10 F F EN JM 4' X 5= I F 1 2121 213 LJLilllir P�I2V. TAPE & FILN! Q ° ) STOIz I Fu s r S Uro - AIL Y VAUL � [CD� � 217 ? � it L F15 -- FE Q EVI . 'GUS OP. i ;OPEN OE ICE Q o x -F 216;I OP I c { 1.22 OPEN OF-F�'I� -19 1 I ♦ �O GAT EVIP. VAULT 221 I r 1 0 21q iY N I Q W02K/GOP PI?fNTE S 610HAZAI2 iFL I of I t ! I v 21b L`i I �. L. 40 LF 6 O I 11 �1 1El I ISIJpE{2V f � -- OPE OFFICE � a 224 1 225 2-2 M, GOPI. ti I T. cT cr. O coN 22 o SaT,6j 2 �� Jj�ISE Kp_ONOS STATUES (STAF`I 22 DPEN O FIGE (/ I{ ELEV. I� I' 22 \ 0 J4 y I I 1 I Il �Y ! PG 1 BUHOLTZ PROFESSIONAL ,- o ENGINEERING, INC. Y z a a- " 110 S. MAGNOLIA AVE., SANFORD, FL 32771 W � Ph 407-330-4848 Fx 407-330-4688 a N N o N CA 00009600 '' M Brian Buholtz, PE CA 0000057979 z Q ZLLJ N a a 8 0HErn h_ z CL 0 J V) N v Z F— = J Q aW U r mOR 0 W J a Q�0Z o �W� W cfl>o 1' '`INI ��... III'w U ;I I i ML I(i .II M� N � Z�� Z =1:ZA J °d w zv 3 ou Luw maw H u W O' O 0_ tl i_Mpor TART NOTE: A" SERIES SHEETS INDICATE BUILDING SHELL INFO tAATION. "SP" SERIES SHEETS INDICATE SPACE FLANNIH6, INTEZIOIZ WINDOWS, EXTERIOR AND INTEPOP DOORS. °ID" SERIES SHEETS INDIOATE IHTERIOP DIMENSIONS, CASEWOPK & FNISHES. "SG" SERIES INDICATES SEEUIZITY SHEETS GRAPHIC SCALE 4' 0 5' 10' 15' 20' 1 /8"=1 '-011 N z O N W W H O Q//1, T AA z QC—T ,40-47HESE PLANS AND THE INTORM;A7JON SHOWN HEREIN ARE THE PROPERO' OF EOLUND ORMMS MILEY WHOM$, P.A. AND REPRODUCiNXaS. DISCLOSURES OR USE THEREOF N WHOLE OR N PART IS EXPRESSLY PRO— HWED WITHOUT WATER PERMIMON- COMM. NO: 040505VB DATE: 20 OGT, 04 BY: TKPR CH'KD:'. BTB SHEET NO. 4 r" OF SEVEN stand pipe and stairwei! 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MAGNOLIA AVE., SANFORD, Fn vi �- 0 Ph 407-330-4848 FL 32771 Fx 407-330-4688 4LO CA 00009600 V) CM C-4 Brian Buholtz, PE CA 0000057979 in cn to no 0 F- Z 0 porn (D F- z a- 0 Ln C14 CL 0 Z < < uj >-M 0 uj _j C;� 0 Z: wo Ln w = bi LD > (L LdEQEINT NOTE "A" SERIES SHEETS INDICATE E51-111--PING SHELL INFORMATION. 1. SP' SERIES SHEETS INP16ATE SPACE PLANNING, INTERIOR W]HPOWS, EXTERIOR ANP INTERIOR DOORS. 11 V" SERIES SHEETS IHP16ATE INTERIOR DIMENSIONS, CASEWORK & FINISHES. SG' SERIES INPh,--ATES SECURITY SHEETS V)to II rrll it I � n WT _7 :2 1- :z 4) LU > < u- w LU w =—, w ' _j >tL o � Q F- u 0 a_ 0 AQC-T.--a4THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PWFERW OF EDLOND DRIIENW DNq W89SUS, P.A. AND REPRO)UnOn, DISCLOSURES OR USE THEREOF R WHOLE M IN PART n EXPRESSLY PRO- HIBITED WTHOUT NIMN PERMISSION. wMm. Inu; l/-rUp Vo DATE: :20 06T, 04 BY: ;TK-P CHU: BTB .GRAPHIC SCALE 4 0 5' 10' 15' 20' SHEET NO. �] C�5 011 OF SEVEN OF, I2 0 0 OI---- ----- < 5ALC::�O' - </ LOUNGE -4 EL T OP 040 SGL 2E r L.DiY OFFiI m 'jfn\�' :0 2 40 1 > ny —1711 r7l, L LS IATO ---- provide (2)two soffit MOL F-ATEP INFOA T E I LL L T F A6KErS �Hl-lp SUPFCQ1- 00 if E J� I - I ::LJE5LIcf,- AREA FF - I<f'- M PEN OFFI(-��E =12 OF41��j =40-1 elec. jo, n- n -4101 SYS-T-E LL—j -V 0 t��'-ER T7 0 Hlc��H 0 C I 60UPT L 'v -Elp -'T 1:>0F3TEj'\J OFFI(f- Lo LOW I - =--41 7 NO 1 0 Fj l- 11 11/1 1 it I I /I U Lj H I s) �al "I E ADMIN. resources WAITIHI::� U EPIVISOP I I ' 7-J C �V) Qi C�mo4g e �.j J) L '115-1 PUBLI6 Um 1 humof) T� low WEI -T- A9FA Q -0 If I G E 7 44 all UP, :z :3 E 6-apy LJ retiew In I Liu 4 -j !;j w� i W <1 C30 VlOLE-:Kle:E ---------- OFFI E IV - I ! t zzz F1 s lZOLI11 1", 91 1 F —�FFI E PROBATE u SUPERVISOR SIAS�N—1 AL' IDD 1 1 OFFICE MENTaL HEAL TH 422 HEA H I f:3 L7,1 arbor POMES� Q] I I I I I I if vi EN6P -SUPER r--, q i I 11, —2711 F-1 1 L= 0 FILE marriage LN =2 5 0 QU FILE A,5HINE RLE MACHINE 4�> 3ASE 5V BASE 5V�EGIFFIc::�P= AgEA Ou -I ITII FAMILY RELAT. 431 0 9 1 — ------- - STAFF 4E,CEO ELEv. UNISEX nlolzk —4a 60py ELEV, L05E43 4F7 PEP FAX WORK AF-EA UNISEX TITfI 4� UP 77 IND 6p-\ b III III 111111111111[�N 111111111aamm I BUHOLTZ C, PROFESSIONAL ENGINEERING, INC. Lj 110 S. MAGNOLIA AVE., SANFORD, FL 32771 V� Ph 407-330-4848 Fx 407-330-4688 Zn� (no C'4 CV') CA 00009600 < 00 Brian Buholtz, PE CA 0000057979 M (n coo z C., rn Lj F- z a 0 Ln -j -j C%4 a- 0 LI < � 0 Z 0 IIIQ� Uj m w W > CL TZIPOETANT NOTE: A" SERIES SHEETS IHP16ATE DUILPIHG SHELL IHFORMATIOH. . SI" SERIES SHEETS 1HP16:ATE SPACE FLANNIHG, INTERIOR WIHPOWS, EXTERIOR AND 1HTEPZI0P 1200PS. .1 112' SERIES SHEETS INDICATE INTERIOR 121MENSIONS, CASEVVOPK & FIHISHES. "SG" SERIES INDICATES SECURITY SHEETS GRAPHIC SCALE 41 0 5' 1 O' 15' 20' I 1/8"=V-0" it q U) LLJ � a IL WT z �-j I- :'z P --:1 U W LL NIL C) LLJ 0 Q:� 0 (L IIIIIIIII. V) z O LLI I tiz 0 A2r---T.--IQ-4THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE RRI OF OLUND ORRINFAS RRI ARNITECTS. PI AND REPRODUCTIONS, DISCLOSURES OR USE THEREOF IN WHOLE OR IN AW IS EXPRESSLY PRO- HIBITED WITHOUT WRITTEN PERMISSION. COMM. NO: 040503V5 DATE: 20 OCT. 04 BY: TV9 CH'KD: BTE5 SC-6 F SEVEN 0 TZ if _ 3/4"C TO 6" SQUARE x 4" DEEP J--BOX NEAREST ADJACENT MOUNTED ABOVE DOOR CABLE -TRAY ACCESSIBLE CLG. J -CEILING 1/2"C TO HOLLOW METAL DOOR FRAME FOR DOOR POSITION SWITCH, TERMINATE CONDUIT PER MANUFACTURER INSTALLATION INSTRUCTIONS 1/2"C TO DOUBLE GANG BOX, 1/2"C 0 HOLLOW METAL FLUSH MTD, VERTICALLY WITH J DOOR FRAME, FOR ELECTRIC DOOR TOP @ 48" A.F.F. FOR STRIKE AND/OR PANIC HARDWARE KEY PAD/PROX CARD READER "*�- TERMINATE CONDUIT PER ACCESS EQUIPMENT MANUFACTURERS INSTALLATION AND 1/2" NIPPLE TO HOLLOW METAL INSTRUCTIONS DOOR FRAME FOR ELECTRIC STRIKE -FINISHED FLOOR SINGLE DOOR CONFIGURATION NTS 3/4"C TO 6" SQUARE x 4" DEEP J- NEAREST ADJACENT MOUNTED ABOVE DOOR/ CABLE -TRAY -00 ACCESSIBLE CLG. 1/2"C TO HOLLOW -CEILING- METAL DOOR FRAME FORT DOOR POSITION SWITCH, TERMINATE CONDUIT ':PER MANUFACTURER INSTALLATION INSTRUCTIONS (TYP. EACH SIDE) 1/2"C TO HOLLOW METAL DOOR FRAME, FOR ELECTRIC DOOR STRIKE AND/OR PANIC HARDWARE TERMINATE CONDUIT PER MANUFACTURERS INSTALLATION INSTRUCTIONS (TYP. EACH SIDE) /2"C TO DOUBLE GANG BOX, r LUSH MTD. VERTICALLY WITH TOP @ 48" A.F.F. FOR KEY PAD/PROX CARD READER ACCESS EQUIPMENT AN 1/2' NIPPLE TO HOLLOW METAL DO R FRAME FOR ELECTRIC STRIKE 3/4"C TO NEAREST ADJACENT CABLE -TRAY E -CEILING 1/2"C TO HOLLOW METAL DOOR FRAME FOR DOOR POSITION SWITCH, TERMINATE CONDUIT PER MANUFACTURER INSTALLATION INSTRUCTIONS 1/2"C TO DOUBLE GANGli BOX, --y FLUSH MTD. VERTICALLY WITH ` J TOP @ 48" A.F.F. FOR KEY PAD/PROX CARD READER ACCESS EQUIPMENT AND 1/2" NIPPLE TO HOLLOW METAL DOOR FRAME FOR ELECTRIC STRIKE 6' SQUARE x 4" DEEP J-BOX MOUNTED ABOVE_ DOOR/ ACCESSIBLE CLG. 1 /2"C TO SINGLE GANG BOX, FOR'PIR LOCATED ON SECURE SIPE OF POOP. 1/2"C TO HOLLOW METAL DOOR FRAME, FOR ELECTRIC DOOR ----- STRIKE AND/OR PANIC HARDWARE -- TERMINATE CONDUIT PER MANUFACTURERS INSTALLATION INSTRUCTIONS IISHED FLOOR " ° ° ° -FINISHED FLOOR DOUBLE DOOR CONFIGURA 014 SECURED -SIDE DOOR CONFIGURATION NTS DOTE: CONDUIT ROUGH -IN SHALL BE INSTALLED FOR EACH I)OOR TYPE -- -- ---- - AS NOTED. SOME DOOR LOCATIONS MAY NOT BE SCHEDULED TO RECEIVE CONTROL DEVICES FOR ALL CONDUITS/BOXES AS ILLUSTRATED, THESE CONDUITS/BOXES ARE FOR FUTURE INSTALLATION OF DOOR CONTROLS. ALL BOXES NOT USED SHALL HAVE S.S. COVER PLAT & HARDWARE INSTALLED. COORDINATE WITH ARCHITECTURAL DOOR ;SCHEDULE AND "SC" SERIES DRAWING SHEETS FOR APPLICABLE LOCATIONS AND' ADDITIONALI REQUIREMENTS. I e"A I Ae New I NOW I -D-d IPI D Pi -'COMPOSITE CABLE (PROVIDED, INSTALLED, AND DD TERMINATED TO IIDOOR SIDE BY AAFP/BEST) TYP ` CR CR_��j POW R GENERAL NOTES ES ES SUPP Y 4TH LEVEL 1. LOCATIONS SHOWN FOR NEW EQUIPMENT AND DEVICES ARE DIAGRAMMATIC ONLY AND Al SHALL: BE FIELD LOCATED DURING A SITE WALK-THROUGH PRIOR TO INSTALLATION. _ DC I p 1 D PI 2. ALL WORK PERFORMED AS 4 PART OF THIS PROJECT MUST CONFORM TO ALL APPLICABLE —I CODES AND STANDARDS. DID DUAL DOOR CONTROLLER (PROVIDED, INSTALLED, AND ' TERMINATED BOTH SIDES' BY SECURITY ONE TYP 3 DRAWINGS ARE DIAGRAMM C NLY TI E 7 Xtj ENGINEERING, INC. 110 S. MAGNOLIA AVE., SANFORD, FL 32771 Ph 407-330-4848 Fx 407-330-4688 CA 00009600 Brian Buholtz. PE CA 0000057979 SYMBOLS ® ACCESS CONTROL ® DOOR CONTROL M KEY PAD PANIC BUTTON FIXED DOME CAMERA CEILING MOUNT © EXTERIOR PARAPET MOUNT PTZ CAMERA PIR 366 MOTION DETECTOR CEILING MOUNT MPRMOTION WALL MOUNTED PIR DETECTOR C ES C ES POWE SUPPLY ) A AND INSTALLING ALL MATERIAL FUNCTIONING OF THE SYSTEM. AND H CONTRACTOR IS RESPONSIBLE FOR PROVIDING LABOR NECESSARY FOR THE FULL AND PROPER 3RD LEVEL 4. PROPERLY SLEEVE AND FIRE STOP ALL NEEDED FIREWALL PENETRATIONS. Ddl 5. ALL''CONDUITS/SLEEVES SH LL E REAMED AND BUSHED BEFORE PULLING CABLE (SPLIT BUSHINGSDD CRIPOWER To WILL NOT BE ACCEPTED). 6. ALC WORK ASSOCIATED WIT THE ELATION OF THE VOICE, DATA, CAN, CCTV, INSTAES SUPPLY 2ND LEVEL SECURITY, AND ACCESS CONTROL SHALL I iCON ORM TO THE GROUNDING CODES AND STANDARDS. Tc THE FOLLOWING: BUILDING INDUSTRY CONSULTING I SERVICES INTERNATIONAL TELECOMMUNICATION DISTRIBUTION PI D PI METHODS MANUAL - LATEST EDITION - 2002 NATIONAL ELECTRICAL CODE DDC IEEE STANDARDS 802.3 CR C POWE COMMUNICATIONS CABLING (PROVIDED, INSTALLED, AND TIA/EIA STANDARDS 568, 569, 606, AND 60T ES TERMINATED BOTH SIDES BY SECURITY ONE) TYP. PROJECT SPECIFICATIONS 1ST LEVEL 7. CONTRACTOR SHALL PROVIDE A SAMPLE OF LABELING, TEST RESULTS, ETC. FOR ALL SYSTEMS ` PI D PI D FOR ENGINEER/OWNER APPROVAL. ` DDC 8. ALL LABELING MUST BE TY E ITTEN.10 CR CR EADEND 9. THIS IS A "TURNKEY SOLU ON" AND CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE - ES STREET LEVEL AND FUNCTIONING SYSTEM. AL FUNCTIONING SYSTEM SHALL BE EQUIPMENT, PROVIDED , EITHER SHOWN OR NOT, REQUIRED FOR A BY THIS CONTRACTOR. - 10. THE ACCESS CONTROL SYSTEM AND THE CCTV SYSTEMS SHALL BE INTEGRATED PER THE - SPECIFICATIONS. - 11 THE EXISTING PROXIMITY B IDG SYSTEM BEING UTILIZED BY THE JUDICIAL SECURITY IS 'EPI-SUITE'. DOOR SECURITY RISER h NTS � �ir� /� �► h IMhDIzTANT NOTE: � ARAM fir(✓ A" SEPIES SHEETS INDICATE BUILPIN(� SHELL INFOPMATION, ISP" SERIES SHEETS INPIGATE SPACE PLANNING, IHTE9I0P WINDOWS EXTEPIOP AND INTEPIOP POOPS .. P° SEPIES SHEETS INPIGATE TNTEPIOP PIMENSIONS, GASEWOPK & FINISHES. SG' SEPIES IHPIGATES SE6-UPITY SHEETS J Y Q p - Z 0- w mLa 4 N cq V) N N M to N o o ~ Q Zp I Z a ova) d O to J N 0 a. Q Z F = _j rm U0 LLJ _j a tr O Z ® EnWO W .o>0- J Q W (n Q U �L o LL N o � zz z �-_l z 4) a Luz V '` W 111 =3 > L VQ �oa H U W of LZ O LL Vi z O a N m > �Of a W o a n o 0 a o © ZIT _yt�THESE .PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PRMM OR EULUND DRODIM BIHIhEY ARpIITECIS. P.A AND REPRODUCTIONS, )MLOSURES OR USE THEREOF N WHOLE OR N pw IS ExPpmLY PRO— HIBITED WOHM WRITTEN PERNI590N. r Nb: 040503V0 { 20 0GT 04 TK' 15TB SHEET NO. sc-7 OF SEVEN