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HomeMy WebLinkAboutClerk of the Court Office Bldg. (Part 2) 05-089ARCHFECTURAL ABB. ABBREVIATIONS / GENERAL NOTES ACC ACCESSIBILUIV DETAILS 1 ~ • rI i ,. SKY WALK CONNECTION DETAILSe G-1 GENERATOR BUILDING PLANS AND DETAILS, r-1 STREET LEVEL FINISHESPLAN r LEVEL !. PLAN ID-3 SECOND LEVEL FINISHES PLAN ID-4 THIRD LEVEL FINISHES PLAN ID-5 FOURTH LEVEL FINISHES PLAN ID-6 INTERIOR ELEVATIONS I *I •; , I I•INTERIOR I r ID-9 ROOM FINISHED r ; r I DETAILS ID-10 FINISHED SCHEDULES LIFE SAFETY LS-1 LS-2 LS-3 STREET LEVEL E SAFETY PLAN FIRST AND SECOND FLOOR LIFE SAFETY PLAN THIRD AND FOURTH FLOORLIFE FETY PLAN, MECHANICAL / ELECTRICAL CONSULTING EN13NEERS 011- AhM - W. PA W BFACH 427 MIODRNG LOOP, SATE MA ALTAMONTE StlONn RO MA 32701 (407) 332-5110 FAX (407) 332-7704 11150 MEW HILLS BLM3., STATE 207, WEST PALM BEACH. FLORIDA 334119 A990CIATE9 (407) 9113-M FAX (407) 431-7745 A+c CIVIL ENGINEER CARTER ASSOCIATES, INC. CONSULTING ENGINEERS AND LAND SURVEYORS 1708 21ST STREET 561-582-4191 (TEL) VERO BEACH, FLORIDA 32980-3472 561-562-7180 (FAA) x:vM ! 1 t:' IIixF 3 I d F e Y' q y = _- tr Mo a.. U-IL F." M si �> n' NDEX X DRAWINGS SPACE L u. . I(t.a' ; SP-1 STREET LE- _ r•_ r SP-2 FIRST LEVEL SPACE PLANNING / DOOR SCHEDULE S- • ! LEVEL SPACEI- DOOR SCHEDULE SP..4 THIRD LEVEL♦ t PLANNING / D• • C SCHEDULE SP-5 FOURTH LEVEL SPACE PLANNING I DOOR SCHEDULE D T..F AF-1A ACCESS FLOORING DETAILS AF-113 ACCESS FLOORING DETAILS +- S. FLOORING DETAILS ♦ r , ACCESS FLOORING DETAILS r PLAN FOR ACCESS FLOORING AF-3 24! X 2N GRID PLAN FOR ACCESS FLOORING GRIDPLAN FO- ACCESS FLOORING FLOORINGAF-5 24'X 24! GRID PLAN FOR ACCESS —STRUCTURAL S-1 STRUCTURAL NOTES AND TYPICAL DETAILS FOUNDATIONAND rSTREET LEVEL PLAN FIRST FLOOR FRAMING PLAN S-4 SECOND FLOOR FRAMING PLAN THIRDS-3 FLOOR-. S-6 FOURTH FLOOR FRAMING PLAN ROOF FRAMING ,, I FRAMING I , H ROOF • BEAM SCHEDULES BEAM SCHEDULES COLUMN DI AND SHEAR A - WALL DETAIL, SECTIONS SECTIONS S-14 WIND DIAGRAM AND COVERED BRIDGE I-.R-r,E BRIDGE♦ ! AND SECTION EXTERIOR ELEVATIONS AND ri SURVEY �.1 SM` 2 DELETED N -3#W'i'T_1A1 I • r DRAINAGE PLAN e ' DELETEAR, +, i AND DRAINAGE DETAILS PLAN / OFFICE BUILDING ♦ ♦PING DETAILS ,r SPECIFICATIONS e 1-1 ,,• ♦I 1-2 -- .. SPECIFICATIONS AND D I_ e �i ri► �, - _ L `iI: MECH.0 M-2 BUILDING PLAN FIRST FL — MECH. CEILING M-3 BUILDIN PLAN SECOND FLOOR, - MECH. CEILING M-3A BUILDIN PLAN SECOND FLOOR - MECH. UNDERFL4, M-4 BUILDIN PLAN THIRD FLOOR - MECH. CEILING M-4A BUILDIN PLAN THIRD FLOOR - MECH. UNDERFL141 BUILDIN PLAN FOURTH BUILDIN PLAN FOURTH FLOOR - MECH. UNDERFL_ M-6 BUILDIN PLAN FIFTH FLOOR - MECHANICAL M-7 BUILDIN PLAN ROOF LEVEL - MECHANICAL SCHEDULESM-5A .:MECHANI,�;ALDETAILS F-1 FIRE PROItICTION DETAILS FIRE PUM. ROOM LEGEND AND r DETAILS BUILDING _LAN STREET F-4 BUILDING PLAN FIRST FLOOR - FIRE PROTECTION F-5 BUILDING PLAN SECOND FLOOR - FIRE PROTECTION F-6 BUILDING PLAN THIRD FLOOR - FIRE PROTECTION F-7 BUILDING PLAN FOURTH FLOOR - FIRE PROTECTION I- - _ FIRE R I � - FS-3 FIRE SUP` FS-4 FIRE ti _:_I EDL.UND - DRITENBAS - BINKL ARCHITECTS AND ASSOCIATES, .A. 65 Royal Palm Pointe, Suite O, Vero Beach, Florida 3296C Phone: (772) 5BS-4220 AR# AACO OBBE / STREET LEVEL • r TATE ACCESS FLOORS, INC. DON Mc DONALD REGIONAL MANAGER 8750 SU MERVILLE PLACE OR DO, FL 32819 PHONE 407) 264-0606 FAX ( 07) 264-0604 4 FLOOR COVERING' AND MODULAR WIRING IRVINE ACCESS FLOORS, INC. RAD JONES P.O. BOX 23307 FT. LAUD RDALE, FL 33307 PHONE i 954) 564-5505 FAX (54) 564-5515 - u 'I_ I ')A ilwl .: P ' —'r ----- : - —.. — BUILDING BUILDING-1 PLAN FIRST FLOOR PLUMBING BUILDING• it FLOOR - PLUMBING P-A BUILDING PLAN THIRD FLOOR - PLUMBING P-5 BUILDING PLAN FOURTH FLOOR - PLUMBING ., BUILDING PLAN -i•, i:i P-7 SANITARY RISER DIAGRAM - PLUMBING P-8 STREET LEVEL DOMES11C WATER RISER - PLUMBING P-9 1ST & 2ND FLOOR DOMESTIC WATER RISER - PLUMBIN P-10 3RD & 4TH FLOOR DOMESTIC WATER RISER - .. r P-11 PLUMBING DETAILS E DELETE LIGHTINGE-4 BUILDING PLAN STREET LEVEL - BUILDINGF FLOOR BUILDINGPLAN SECOND FLOOR -LIGHTING BUILDING ♦ THIRD FLOOR -LIGHTING E-8 BUILDING PLAN FO(JRTH FLOOR - LIGHTING I BUILDING STREET r POWER FLOORE-11 BUILDING LEVEL FIRST POWER BUILDING• r FLOOR POWER BUILDING PLAN THIRr FLOOR POWER :._ BUILDING PLAN FOURTH FLOOR POWER BUILDINGE-15 BUILDING PLAN FIFTH FLOOR POWER :SYSTEMS 'a • •;I- E-18 BUILDING PLAN SECOND FLOOR - SYSTEMS BUILDING -D FLOOR FLOORE-20 BUILDING PLAN FOURTH E-21 BUILDING - ROOF IELECTRICAL ONE DIAGRAM - ELECTRICAL E-23 PANEL SCHEDULES - ELECTRICAL PANEL SCHEDULES — Ei. r ♦i E-25 PANEL SCHEDULES ELECTRICAL EXOTHERMICE-26 TYPICAL CONNECTIONS �- r3 ♦ � r e # �. —1 SECURITY SITE PLAN 13C-2 SECURITY STREET LEVEL SC-3 SECURITY STREET LEVEL —4 SECURITY SECOND LEVEL —5 SECURITY THIRD LEVEL SC-6 SECURITY FOURTH LEVEL SC-7 SECURITY DETAILS BO 1,L FIRE SYSTEMS, INC. CARSON MUNSEY 3811 EW 47TH AVENUE, SUITE 611 FT, LAUDERDALE, FL 33314 PHONE 800-711-6001 FAX (954) 791-9207 M. E GI EERING AND TESTING, INC. 504 INDUSTRIAL 33RD STREET FORT PIERCE, FL 34946 HONE (772) 461-7508 X-RAY AND METAL DETECTION SMITHS DETECTION DON VERITY 141 CHASTAIN MANOR DR. NORCROSS, GA 30071 PHONE (770) 840-8400 FAX (770) 840-0480 FLOOR A/C CONTROL SYSTEM YORK INTERNATIONAL CORP. DANIEL R. ROGERS, P.E. 15712 SW 41 STREET, STE. 10 DAVIE, FL 33331 PHONE (954) 389-9675 B00 967-5247 FAX 954 389-9687 r� J a p "OV Z_ 0- w LO ((0 Q , /� V ) 0) Q V) Cr'Q m N y m oo �M� z— Z W Q U ��rn I- o z a0N -< a �^ J U N O = F J Qv Uj Z = U 013 .. LJ J a O to w = W (AD >a U7 �L ® Q w 0 O LL LL z j CO 0- 04m UQJ vm W zLL WL) _j>LY Ju- J°a U® U7ILL OIL U Ld Uf O 0 m W of 0 V) L_ Z 0 0 W y SZn � 4 L♦A O W Z h � Q o N _ O Z () JAN. '05 111E PUNS ANDTHE INFORMATION SHOWN HEREIN ARE THE I41fA4Nlr 6' "'UNU ORRIflIS 91eDfl IIg11v:IS P.A AND IEP�pC00I8. ONCLWTxES xt l� HIBIEID M WMOIE OR x PANf E ED'INsr PID- rexRW xnnOm wRmEx FE�Wox. COMM. NO: 040503VB DATE: 4 .)AN., 2005 BY: SPS/EPH CH'KD: PO SHEET NO. C./OVER OF ONE GENERAL NOTES I. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS SHOWN ON THE CONSTRUCTION 6. THE CONTRACTOR(S) 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 20I, 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". II. UNLESS WHERE NOTED OTHERWISE, THE CONTRACTOR SHALL PROVIDE ALL THE 5. THE CONTRACTOR IS TO SECURE AND PAY FOR ALL PERMITS AND SHALL NECCESSA12Y LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS FOR A COMPLETE SECURE THE "CERTIFICATE OF OCCUPANCY'. AND OPERATING PROJECT. LEGEND DETAIL SECTION DETAIL I SYMBOL MARKS SCALES NONE REF. WHERE CUT OCCURS A-6 O DOORS, COLUMNS DETAIL NUMBER SHEET WHERE SHOWN SECTION A O FOOTINGS, TIE BEAMS SCALE -NONE REF. WHERE CUT OCCURS SECTIONS '6`-6 ❑ WINDOWS. WOOD LINTELS SPECIALTY DETAIL NUMBER A ROOM DESCRIPTION ROOM/SPACE IDENTIFICATION SHEET WHERE SHOWN A16 SCAM NONE 1-0 E ROOM/SPACE u SPECIFIC DETAILS DETAIL NUMBER M MATCH MATCH M 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 A E3 ELEVATION (ACTUAL ELEV. AS (N.G.V,D.) OR (M.S.L.) Q2 OF REVISION AND ON TITLE BLOCK REVISION COLUMN. SHEET WHERE SHOWN CONSTQUCT I ON ADM I N I STQAT I ON GUIDELINES 0 (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 PEOUIRED 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) A. NO SWEARING C. PUNCH LIST (WHEN CONTRACTOR HAS TOTALLY COMPLETED HIS OWN B. NO LOUD RADIOS ESTABLISHED PUNCH LIST) C. PROPERLY DRESSED D. FINAL INSPECTION D. KEEP JOBSITE CLEAN AND SAFE EACH DAY E. MONTHLY PAY REQUEST/WEEKLY PROGRESS INSPECTIONS E. HAl2DHATS ARE REQUIRED PER OSHA REGULATIONS F. PROJECT SUPERINTENDENT SHOULD ALWAYS BE PRESENT AT INSPECTIONS X. RAIN DAY DOCUMENTATION A. SUBMIT RECORDED RAIN DAYS WITH EACH MONTHLY PAY REQUEST II. PAY REQUEST B. WHEN MORE THAN FOUR (4) DAYS ARE ACCUMULATED, A REQUEST A. AS PER LOCAL AUTHORITY AGREEMENT B. LIEN RELEASES REQUIRED (PARTIALS AND FINALS) C. STORED MATERIALS - CERTIFICATE OF INSURANCE REQUIRED III. OTHER REQUIREMENTS A. BAR GRAPH SCHEDULE OF PROGRESS TIME SCHEDULE AND PERIODICALLY UPDATE, AS REQUESTED e. A SCHEDULE OF VALUES (A.I,A. FORM UG-703) IV. CONSTRUCTION PRIORITIES A. ESTABLISH DATE FOR THE PRECONSTRUCTION MEETING B. CHECK OUT LONG LEAD ITEMS - - ALLOW ORDERING TIME C. MAINTAIN CONSTRUCTION LOG DOCUMENTING RAIN DAYS D. MAINTAIN A MARKED UP SET OF CONSTRUCTION PLANS W/ RED BALLPOINT PEN ONLY V. CHANGES / CORRESPONDENCE A. ALL CORRESPONDENCE OR DIRECTIVES THRU ARCHITECT AND COPIED TO OWNER B. NO DIRECTIVES FROM EMPLOYEES. ALL REQUESTS FOR INFORMATION OR CHANGES THRU ARCHITECT AND OWNER VI. CHANGES ORDERS A. PROPER PROTOCOL MUST BE FOLLOWED IN REGARDS TO ANY CHANGE ORDERS. OWNER, ARCHITECTAND 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 BAY ALLLOPAKRTIIESPIS COMPLETED CONTP21RACTOR CONTRACTOR'S CHANGE 0 DER BEING CHANGE ORDERS SIGNED 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 kCH IT MIN � 2 FLOOR O 'SPACE z ----- t__ h 19, MAX Z w 48' MIN KNEE TOE CLEARANCE CLEARANCE 8' MIN 6' MAX 17" MIN DEPTH LAVATORY CLEARANCES 36" MIN 54" MIN 12" MIN 12' MIN 12' 42' MIN __41 zo co Z M m ° co F_ b, BACK WALL SIDE WALL GRAB BARS AT WATER CLOSETS P.H. I FLUSH VALVE LOCATION TANK TOILET LOCATION CONTROLS FOR FLUSH V LVES SHALL BE ON THE WIDE S DE OF THE TOILET AREAS (FACEIC 4.16.5) FLUSH VALVE LOCATION EQUIPMENT PERMITTED IN SHADED AREA M 8"MINI I SPOUT HEIGHT AND KNEE CLEARANCE 3� z 1 CLEAR 1 FLOOR I SPACE FREE-STANDING FOUNTAIN OR COOLER .p- •1,\I CLEAR FLOOR SP 30' MIN NI iF( 2 1 FLOOR E I SPACE � I BUILT-IN FOUNTAIN OR C DRINKING FOUNTAINS AND WATER ABBQEV I AT I ONS 0 IREVISED 8 DEC 04) & AND E M G ANGLE E. EAST MAX. MAXIMUM 0 AT EA. EACH M.C. MEDICINE CABINET DIAMETER OR ROI.ND EB. EXPANSION BOLT MECHL MECHANICAL Jo WELD E.F. EXHAUST FAN MEMB, MEMBRANE EG EMERGENGY GENERATOR MTL METAL I-J. EXPANSION JOINT MFR. MANUFACTLRER A EL ELEVATION MP. MANHOLE ACOUS. ACOUSTICAL ESL EMERGENCY LIGHT MIN MINIMUM A.D. AREA DRAIN ELEC. ELECTRICAL MIRR. MIRROR A.D.A. AMERICANS WITH DISABILITIES ACT ELEV. ELEVATOR MISC. MISCELLANEOUS ADJ. ADJUSTABLE EMER. EMERGENCY MTD. MOUNTED AF.F. ABOVE FINISH FLOOR ENCL. ENCLOSURE MB. MACHINE BOLT AGGR. AGGREGATE E.P. ELECTRICAL PANB90ARD MD. MAIN DISCONNECT A.H.U. AIR HANDLING UNIT EQ. EQUAL M.D.F. MAIN DISTRIBUTION PANEL ALUM ALUMINUM M ECIPT. EQUIPMENT MD. MAIN DRAIN A.C.I. AMERICAN CONCRETE INSTITUTE ESP. E..ECT'RO STATIC PAINT MO. MASONRY OPENING A.S.T.M AMERICAN SOCIETY OF TESTING E.W. EACH WAY MSL MEAN SEA LEVEL AND MEASURES E.W.C. ELECTRIC WATER COOLER M.C. MEDICINE CABINET A.WPA AMERICAN WOOD E PLYWOOD EWA ELECTRIC WATER HEATER M.V. MERCURY VAPOR ASSOCIATION EXP. EXPANSION MT. METAL THRESHOLD A.B. ANCHOR BOLTS EXPBLTS. EXPANSION BOLTS MPA MILES PER HOUR APPRVD. APPROVED EXPO. EXPOSED MR. MOISTURE RES'STANT APPROX. APPROXIMATE EXST. EXISTING MLD'G. MOULDING ARCH. ARCHITECTURAL EXT. EXTERIOR OR EXTENSION A.C.C.MP. ASPHALT COATED CORRIGATED F METAL PIPE FA FIRE ALARM N WA NOT APPLICABLE ASB. ASBESTOS FAC. FLORIDA ACCESSIBILITY CODE ASPH ASPHALT FB, FLAT BAR N NORTH ASSY. ASSEMBLY FB.C. FLORIDA BUILDING COCE NI.G NOT IN CONTRACT B F.P.C. FLORIDA PLUMBING CODE N'OR# NLRvIBER EIWQ(BRNGJ GEARING F.D. FLOOR DRAIN NOM, NOMINAL BD. BOARD FDNI. FOUNDATION N.T.S. NOT TO SCALE BITUM. BITUMINOUS F.E.FIRE EXTINGUISHER Na-C. NATIONAL ELECTRIC CODE BLDG. BLIILDING FEC. FIRE EXTINGUISHER CAB. NG.VD. NATIONAL GEODETIC VERTICAL DATUM BLK. BLOCK FAC. FIRE HOSE CABINET N.L NIGHT LIGHT SLKG. BLOCKING FIN FINISH BM BEAM FL, FLOOR O BOT. BOTTOM FLASH. FLASHING O.A. OVERALL B.C. BOTTOM CHORD FLUOR. FLUORESCENT OBS. OBSCURE ELT, BOLT F.O.C. FACE OF CONCRETE O.C. ON CE NTE2 F.O.F. FACE OF FINISH O.D. OUTSIDE DIAMETER 01M) C F.OS, FACE OF STUDS OFF. OFFICE CAB. CABINET FPRF. FIREPROOF OPNG. OPENING CANT. CANTILEVER F.G. FIBERGLASS OPP. OPPOSITE CB. CATCH BASIN FINK FINISHED FLOOR ORD. OPPOSED BLADE DAMPER CENT. CEMENT FXD. FIXED OA OUTSIDE AIR CER. CERAMIC F.G. FLOOR GIROR O.H. OVER HANG C.I. CAST IRON F.S. FULL SIZE OAD. OVERHEAD D0012 C.G. CORNER GUARD FT. FOOT OR FEET O.E. OVERHEAD ELECTRIC CLG CEILING FTG. FOOTING CL. CLOSET FLRR. 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 PS.I. POUNDS PER SQUARE INCH CONK CONNECTION GA GAUGE P.S.F. POUNDS PER SQUARE FOOT CONSTR. CONSTRUCTION GALV. GALVANIZED PL PLATE CONT. CONTINUOUS G.B. GRAB BAR PLAM. PLASTIC LAMINATE CORR. CORRIDOR GL GLASS PLAS. PLASTER CPT. CARPET GND GROUND PLY. PLYWOOD CTSK COUNTERSUNK GR. GRADE PR. PAIR CNTR. COUNTE12 GYP. GYPSUM PT. POINT CTR. CENITE2 GAL GALLON P.T.D. PAPER TOWEL DISPENSER 9 CENTERLINE G.F.I. GROUlnD FAULT INTERRUPT P.T.D/R COMBINATION PAPER TOWEL C/C. CENTER TO CENTER H DISPENSER E RECEPTACLE C.T. CERAMIC TILE 1-C. HANDICAPPED PTN PARTITION CK.T. CURCUIT HDR. HEADER P.T. PRESSURE TREATED C.O. CLEAN OUT H.R.U. HEAT RECOVERY UNIT P.TR. PAPER TOWEL RECEPTACLE C.C.C.L COASTAL CONSTRUCTION H.D. HEAVY DUTY P.T.H. PAPER TOWEL HOLDER CONTROL LINE HPS. HIGH PRESSURE SODIUM PERF. PERFORATED G COLD H.J. HIP JACK FE. PROPERTY LINE C.W. COLD WATT H.C. HOLLOW CORE P.C. PULL CHAIN CB.S. CONCRETE BLOCK CONSTRUCTION HB. HOSE BIBB PB. PUSH BUTTON C.M.U.. CONCRETE MASONARY UNIT H.C. HOLLOW CORE P.P. POWER POLE C.M. CONCRETE MOMUME'N1T HDWD. HARDWOOD C.J. CONTROL JOINT HOWE HARDWARE Q COND. CONDENSATE OR CONDUIT Hm HOLLOW METAL Q.T. QUARRY TILE C.U. COPPER HCRIZ HORIZONTAL C,J. CONTROL JOINT HR. HOUR R C.Jy_ CORNER JACK H.C. HOLLOW CORE R. RISER C.M.P. CORRUGATED METAL PIES 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 REF. REFERENCE CULV. CULVERT H.P. HORSE POWER & HIGH POINT REFR. REFRIGERATOR H. FAT REG. REGISTER H.D.G. HOT DIPPED GALVINIZED REINF. REINFORCED REQ. REQUIRED D I RESIL RESILIENT Di- DEAD LOAD I.D. INSIDE DIAMETER (DIW RM. Room DBL DOUBLE INSU" INSULATION R.O. ROUGH OPENING DEPT. DEPARTMENT INT. INTERIOR RWD. REDWOOD D.F. DRIWING FOUNTAIN INV. INIVE12T R.WL RAIN WATER LEADER DE1. DELAYED I.P. IRON PIPE R.C.P. REINFORCED CONCRETE PIPE DET. DETAIL REQA 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 EL ROD $ 81-B.F D.O. DOOR OPENING K R.O. ROUGH OPENING DR. DOOR KIT. KITCHEN R.S. ROUGH SAW DWI2. DRAWER KW. KILOWATT DS. DOWNSPOUT K.T. KEYBOARD TRAY S D.S.P. DRY STANDPIPE S. SOUTH DWG. DRAWING L S.C. SOLID CORE D.J. DECK -A -JOINT LAB. LABORATORY S.C.D. SEAT COVER DISPENSER OR DEEP LAM LAMINATE SCHED. SCHEIU D.O.E. DEPARTMENT OF EDUCATION LAV. LAVATORY S.D. SOAP DISPENSER DER. DEPARTMENT OF LB. POUND SECT, SECTION ENVIRONMENTAL REGULATION L.T. LAUNDRY TUB S-1. SHELF OPP. DEPARTMENT OF LIM. LOCKER SHR. SHOWER ENVIRONMENTAL PROTECTION L.T. LAU D12Y TUB SHTT. SHEET DNR. DEPARTMENT OF NATURAL RESORCES LGT. LIGHT SA SINGLE HUNG D.W. DISHWASHER LF, LINEAL FEET SUM. SIMILAR DBL DOUBLE L.P. LIQUID PROPANE SLD. CONC. SEALED CONCRETE ' DH. 0018 HUNG LL LIVE LOAD S.N.D. SANITARY NAPKIN DISPENSER ON. DOWN LG. LONG S.N.R. SANITARY NAPKIN RECEPTACLE O. DRYER LLV. LONG LEG VERTICAL 50ME TERMS AND SYMBOLS MAY NOT APPLY TO THIS PROJECT. } Y � � Z W m cf Ft- O S. W =) (D SPEC. SPECIFICATION Q N N O V) CV So. SQUARE U fo W M rM SS. STAINLESS STEEL m N Z (MARINE GRADE c Q SSK. SERVICE SINK Z a v O O STA STATION W �- O a' O � STD. STANDARD Q LJJ STL STEEL H ` ^ U (V n STOR. STORAGE W _ v STRL STRUCTLRAL Q SUSP. SUSPENDED J Q W SYM SYMMETRICAL Z U >_ m S4S. SANDARD 4 SIDES J a LJ.I O Z SIS2E SANDA12D ONE SIDE wr Q AND TWO EDGES 0 Ln W = S.S. SANITARY SEWER LLI (D > D_ SEER SEASONAL ENERGY EFFICIENCY RATED SA SINGLE HUNG F BLDG, GUl SLIDING GLASS U < S/D SMOKE DETECTOR W [ S.Y.P. SOUTHERN YELLOW PINE f Z SQUARE FOOT DIMENSION SF. SQUARE FOOT U S..LI. STEEL JOIST INSTITUTE S.P. SUPPLY AIR Q ` SAT. SUSPENDED ACOUSTICAL TILE _ SYS. SYSTEM S.V. SHEET VINYL T TRD. TREAD J TB. TOWEL BAR W T.O.C. TOP OF CURB N TEL. TELEPHONE TERR. TERRAZZO TAG. TONGUE AND GROOVE TFK. THICK T.O.P. TOP OF PAVEMENT T.P.D. TOILET PAPER DISPENSER T.V. TELEVISION T.O.W. TOP OF WALL TKB. TACKBOARD T.C. TIME CONTROL TYP. TYPICAL T.C. TOP CHORD T.O.B. TOP OF BEAM TL TOTAL LOAD ��y TRANSV. TRANSVERSE �J T. TREAD ZI— TS. TUBE SECTION ly u O Ud�FUNF INISHED NFINISHED uOx UNLESS OTHERWISE NOTED Q U.C. UNDER COUNTER V U U.L. UNDERWRITERS LAB U.S.G. UNINITED STATES GYPSUM uj O 0 v � VERT. VERTICAL VAC. VACUUM z Z cc VB. VAPOR BARRIER 0-0 O Q o, V.P. VAPOR PROOF cr) -� U Q V.T.R. VENT TH12U ROOF V.C.T. VINYL COMPOSITION TILE m w Z lyw vo UJu >>W W _j u- J O D- W. WEST U O (n O i~L W/ WITH W.C. WATER CLOSET H WD. WOOD U W/o WITHOUT � WP. WATERPROOF 0 O WSCT. WAINSCOT (L L.r_ WT. WEIGHT WSI-R. WASHER W.I.C. WALK IN CLOSET m Y W.G. WALL GIRDER W.WF. WELDED WIRE FABRIC W.WAi WELDED WIRE MESH W.P. WORKING POINT WOW. WINDOW En O 5 z a U Z z O 0 U) - W It U W ~< W 0 10 - O Z © SEPT '04 THEE PUNS AND WE INFORMARDN SHM HEREIN ME WE PIICFPWY 6 DIWO DRRIEMS IINIM NIMM PA AND RUMMIC1I0NS. DR0.DARES W USE REIEDF N WH E N N W E DPIEMY Plo- HIM MINDUf RNDFN PFgRSW. COMM. N0: 040503V8 DATE: 20 SST. 2004 BY: JNR CH'KD: PD SHEET NO. =I 9 01- 18' WATER CLOSETS FIXTURE LOCATIONS MIRROR MOUNTED MAXIMUM OF 40' TO BOTTOM OF PROVIDE OFFSET REFLECTING SURFACE AND WATER LINES IT MINA INSULATE DRAIN }I I AND WATER LINES CLEAR x FLOOR 'SPACE z z ----- i `� zc r 4B' MIN z f b. KNEE TOE CLEARANCE CLEARANCE 8" MIN 6' MAX IT MIN DEPTH LAVATORY CLEARANCES :o m m BACK WALL SIDE WALL GRAB BARS AT WATER CLOSETS FLUSH VALVE LOCATION TANK TOILET LOCATION 10> I o UJ CONTROLS FOR FLUSH VALVES SHALL BE ON THE WIDE SIDE OF THE TOILET AREAS (FACBC 4.16.5) FLUSH VALVE LOCATION 36" rill, w\J.a■.. IlII I z 1 I CLEAR S SPA m --------- z LAV. i 1 2 I CLEAR 1 I-----' FLOOR I I SPACE I L---------/ 36" BY 36" STALL 30" BY 60" ROLL -IN STALL SHOWER SIZE AND CLEARANCES 23' MAX y PMAX SHOWER SEAT DESIGN (NOT REQUIRED IN ROLL -IN SHOWER) m Z r I Q o i CLEAR FLOOR OPTIONAL 'v N O I SPACE POST AND n I i m------- J BASE _' 48' MIN ELEVATION PLAN SIDE REACH POSSIBLE HEIGHT TO HIGHEST OPERABLE PARTS WHICH ARE ESSENTIAL TO BASIC OPERATION OF TELEPHONE SEE PLAN, m O ,FLWR EAR SPACE O SPACE Jp � ----J -----N 30- MIN 30- 6' MIN ELEVATION PLAN PLAN FORWARD REACH REQUIRED MOUNTING HEIGHT AND CLEARANCES FOR TELEPHONES 18' CON T120L AREA SEAT WALL BACK CONTROL WALL 36" BY 36" STALL 30" MIN M SIDE CONTROL WALL SIDE 30" BY 60" STALL GRAB BARS AT SHOWER STALLS WATER 117-19' STREAM 48' MIN 4" HIGH EQUIPMENT PERMITTED MINIMUM�rf IN SHADED AREA IIT-19' —z ;------- z I 8" MIN li 6' MAX SPOUT HEIGHT AND 1 KNEE CLEARANCE CLEAR FLOOR SPACE 30' MINI 30" MIN j-� NOT TO EXCEED I-------- --- FOUNTAIN DEPTH I z CLEAR z CLEAR FLOOR � FLOOR �PPACE ° zo SPACE ° I FREE-STANDING BUILT-IN FOUNTAIN OR COOLER FOUNTAIN OR COOLER DRINKING FOUNTAINS AND WATER COOLERS 1' ELONGATED BOWL (o FLUSH CONTROLS SHALL BE MOUNTED NO HIGHER THAN 42" ABOVE FINISH FLOOR ACCESSIBLE URINAL vB•DIN6 J EY nnoo� x z 8 DISPENSER ACCESS 48' PULL SIDE 36" MIN. 19" MIN. WIDTI-I DEPT 30, 27' CLEAR MOUNTING HEIGHT AND CLEARANCES FOR COUNTERTOPS r— — — — — — l I ;a I I I 1 1I �l I ----------------- PULL SIDE H n ; PUSH SIDE I I , L I 1 I v I I I I X-I" IF D OR HAS BOTH LATCH AND CLOSER - C1NIhIGIhIG I-'i(1(1DC 54' MIN 1 I PUSH SIDE I I II I NOTE, 7Y= TE' �1I X = 36' MINIMUM 48' MINIMUM IF Y - 60' OOR HAS BOTH X - 42" MINIMUM LATCH AND CLOSER IFY-547 HINGE SIDE APPROACHES - SWINGING DOORS NOTE, ALL DOORS IN ALCOVES SH LL COMPLY WITH THE CLEARANCES FOR F2 T APPROACHES MANEUVERING CLEARANCE AT DOORS MAXIMUM DOOR PULLS 8 POUNDS OF FORCE AT ENTRANCE DOORS 5 POUNDS OF FORCE AT INFERIOR DOORS CLOSURE DELA TIME THREE SECONDS MINIMUM FROM 70 DEGREES TO 3" FROM LATCH I4' f� FTP 25 SIGN----ti MAX. SLOPE ®D I" IN 50' N O O u) Z CONC. BUMPER GUARDS (TYPJ U) 4' BLUE 56' 1 4" WHITE PAINT (TYPJ PAINT (TYP.) a 17 MIN _ 5' 12' MIN _ _ J PER LOCAL PER LOCAL CLEAR AISLE CLEAR CODES CODES DISABLED PARKING STALL 33-1/2" MAX. HEIGHT ALL LETTE I" SERIES I 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 (I N G BY WITH BLACK OPAQUE LEGEND CABLED AND BORDER. _RMI =KNIT FTP 25 AND 26 MAY BE FABRICATED ON ONE PANEL OR TWO, FTP 25 MAY BE SUBSTITUTED --' FOR THE FTP 26 IN AREAS WHERE SPACE IS LIMITED. SIGNS ARE TO BE MOUNTED 000 FINE AT STANDARD HEIGHT. (7' FROM PAVEMENT TO BOTTOM OF SIGN). HANDICAP S I GNAGE N I A %/IN Al IN I nl 10% 9r n nn SAW CUT OR TOOLED 1/4' DEEP GROOVES. I" SQUARE, DIAGONAL PATTERN. (NO TRUNCATED DOMES) � 44' MIN. 6' O' 3�I FOR 6" DROP CURB RAMP SLOPE MOUNT SIGNS ON LATCH \ SIDE OF DOOR SIGN a DOOR 60" SIGNS MUST BE MOUNTED ON WALLS. NOT DOORS. 60' ABOVE FINISHED FLOOR TO CENTERLINE OF SIGN. COLORS OF SIGN MUST HAVE CONTRAST WITH SURROUNDING AREA, SIGN MOUNTING HEIGHT ACCESSIBILITY DETAILS SOME TERMS, SYMBOLS AND SPECIFICATIONS MAY NOT APPLY TO THIS PROJECT. J Y a p - Z ° LLJ m U _(D Q NNO N 0 N Lj M M N m F--- ". ZQpI Za w U 0 cy) 0 g (L0� N cn U O_2^ uj JQv Z E v rm W J Q Iwo 10 Lo LJ W >a Fp..nl�ll a�IIINNIn_a11lllllllln ���iI�iIIINllll�llll iul OR�IIU�IIINIINA' ■ U) L.� O U o ly 0 LL LLz z� U_j 0< Ym ozJ WQ >>rj J� U 0 boa (n N IL LLJ O a O w © SEPT. '04 MmE PIMs Mo ME INFDR"I SHOFM HEREIN ME THE Pm"m 6 FRIIRc = am RIEaEi NOEIaTS PA MD RFPRMWt 6, 06a161RF5 M USE TMEDF R VAKE M RI PNR 6 �Y PO N9RD AIRIgR RRIIId PFIi®ON. COMM. NO: 040503VB DATE: 20 SEPT. 200 BY: jw CH'KD: PD SHEET NO. ACC OF ONE EP NOTE; TN15 PLAN ILLUSTRATES RIGHT OF WAY IMPROVE ENT DESIGN AS PROPOSED BY D.O.T. AND THE OF FT. PIERCE, WORK WITHIN THE RIGHT OF WAY IS LIMITED TO CURB REPAIR AND TWO ADA CURB DROPS. (SEE SHEET A-D. INDI N ROVER DRIVE I CZZ 00 Q i LI I I I I\r7 \\ I I 'F 0\ -JQ z Lu Lu 4 I.M. WATERS/TRIBUNE =IVE BUI EXISTING PAR (REQUIRES MC SEE CIVIL PLC O I Qo I �a / zqs , O JU W cYO0�.7 OQIGI o � _ (CURRENT CLERK OF OOURT a BUILDING) i D_o tV J XZ tV U.I (, 3>- 6 do FO-1 NO � "�® + + —A 3 LOT ICATION C®UQrNG) ANNEX HOUSE + J �J PUBLIC DEFENDERS + )� soserH 2 d STREET 0 Lf::ip o =_— t ARCH I ECTURAL MASTEIN PLAN ® SCALE, I' ® 2a-0' } W Z a w Q N N O m N a o 0 ~Q`t Za l Z O w rn W o �O� N U d = LLJ -j Z D v w �- m w O -cc Z W >a I w N Z Q .J WZ 0 �m m U ®p ILL ci U ~ O ILL J ® ZN Q O Qv = Oaf U ® 11J ag ® LY >w D Ill �Oa U U)CLL U W O x O m Y 7 0 g 9 m 0 z 0 0 z a z Y a z o O N w W 0 z La a N Q Z © SEPT '04 THESE PUNS mD THE INP MAT SHOWN HERON ME THE PRWM T f WNW CROP! AR W OM PA MO REPR0d1011 M 0601A5DR6 W ICE TNEIEAF 6 M1101E W W PNO 6 001 y PIO NBIED WOIW IIItlOEN PEiC16A011. COMM. NO: O405O3VB DATE: 20 SEPT., 200 BY: Ef'H CH'KD: PD SHEET NO. AMP OF ONE " Qj s SANITARY. SEWER N + i 0 i PROPOSED CLERK OF N T� THE COURT BLDG. b�- 2 ORIGINAL COURTHOUSE SCHEDULED FOR RENOVATION BUILDING ISOLATION (j Y VALVES IN VALVE ZO Q BOX W/ TRAFFIC ; v O COVER « OPEN CUT IN - S 2O� 0,42' �9— ® ... _ _ --{' ASPH3 ALT r HIGH STONE WALL « ®6" CHW Se ❑ 1 II II �<,>,,;,a,..:� a.. .«.H..n , ❑ h � i �� �``CONC. WALK I I \� o� jv ROCKS ° + 8' SC EF LERA,\ ----------- - --- -- ----- ®���:. \�\ 14'XI4`CONC.SLAB k AND GAZEBO TO BE REPLACED BY OWNER \ 12' 8" PALM \\\ TWO PALMS SC EFFLE A + \\ STUMPS TO BE \\\ �} + 8' GUMBO \ \ \ ft 'L lJ, REMOVED LIMBO \\ LP JJ `` 18-5 IO"...PALM \\\\ 26' O K 1 A/C COMP'S ;! \ --- -- —------------- ISOLATION PONYTAIL PALM \\ \\ B[ CkLP BUILDING SOL AT ION v NEWS TRIBUNE VALVES IN VALVE BOX W/ \\ TRAFFIC COVER CAPPED FOR B \\ " FUTURE W RAIN WATER LINE FROM ®; O PUBLIC DEFENDER BLDG. ROOF \ QP \\8' CHW S6R 0 : 1 I It PUBLIC DEFENDER BLDG. } BAS RELIEF PANELS AL+/ El El \ \ Z 4 ❑ \\�\ U ❑ CONC. STEPPING STONE \�\ FLAG POLE—)\ \ \ C® LP BL \ I \ I.M. WATERS T. 36- OAK Q MONUME T QP I M.B. J \\ i B.F.P. 4 KEY TO SYMBOLS nn LP LIGHT POLE 17 H. # BL BOLLARD LIGHT 40" H. M.B. MAIL BOX ON CONC, PAD T. TRANSFORMER B.F.P. BACK FLOW PREVENTER I.B. ISOLATION VALVE BOX ❑ PP POWER POLE COURTHOUSE ANNEX EXISTING --- CATCH BASIN EXISTING 6" CHW SEP MAINS FOR EXISTING COURTHOUSE BUILDIN NEW CATCH — BASIN (SEE CIVIL) PROJECT LIMITS IND1gN_ R DRI E j" IIIIIIIIII. ,n f oll coll ;a jw EXTEND NEW CHILLED WATER LINES TO EXISTING. CONNECT EXISTING COURTHOUSE BUILDING 11 MAINS INTO NEW SYSTEM EXISTING NEW PAD GARAGE MOUNTED TRANSFORMER PROPOSED CHILLER 8' HW SER N 15 07'00""Wy 546.73' tb � m � w � PROPERTY LINE LINE OF EXISTIP SOUTH SECOND STREET CHILLEL.) SCALE I" = 20'-0" NOTE: THIS SHEET HAS BEEN PROVIDED FOR R FERE 4Qr= ONLY Q TO ILLLI.STRATE THE CHILLED WATER SOURCE FOR THE PROPOSED CLERK OF THE COURT OFFICE BUILDING. CONS RUCTION OF THE NEW 900 TON CHILLIER PLANT AND INSTALLATION F THE INSULATED LINES AND VALVE BOXES IS A SEPARATE STAND ALONE PROJECT. THE NEW CHILLIER PLANT WILL BE COMPLETED PRIOR TO THE COMPLETION OF THE NEW CLERK OF THE -COURT BUILDLNG.- I r aRe °a 00�00 i��u���nnu��pnP��i .• I� y�i•• w Y a o Z_ ° w CO w ~ � Q � V) 4m cV N m N tn o G ~Q14 Zo I Z wo Q O � IM I- z �Oo _ �` ^ N N U °- = H I� JQv Z v rm J Q W �OZ Nw� w co > a 4 W 0 W Z o J U Q > ui bLijly Z z � ��p® Q ui D W Lu z— ::) > V QI� 0 Q - Lu ccy LLY 0J O D- 1 u— OIT I- U W w O d u- EXISTING PAD MOUNTED TRANSFORMER a ; Y 0 m w 0 zd 0 a m O O O O N O a y w > W Z W 7 Q 'n 0 N z © _L*N'05 T EsE PWA Mn TIE INMRMT N SHRWN HEMN ME T E � w f➢WIN ®e■EI AW m PA W NFNQIWCIWNS. 06CtD5 M MUSE Td16R q M m M P 6 EdI6 y PRO- H®IED WIIpUf Ni■fiEl! PER1P590N. COMM. NO: 040503VB DATE: 24 JL M. 2005 BY: KPB CH'KD: PD Acvv-1 OF ONE Lu Lu Z a 0 co RESTRIPING THE PARKING 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. (NEW RAMP Im �{ 6 EXISTING BUILDING GO c A O EXISTING PUBLIC I Fn II r 13A DEFENDER BUILDING \ REMOVE AND SECTIONS OF REMOVE OLD MASONRY WALL AND INSTALL NEW 6" CONC. CURB WITH WHEELSTOPS /FIVE STORY BUILDING 0 ALL CURB, t O3� O 002 R.Y.W. NEW CU B RAMP REMOVE AND REPLAC ALL SECTI0 S OF BROKEN ALL ALONG I.R. DRIVE uj ►ee SPECIAL NOTE' 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. A fJ V) I Al SHORTEST NOTES-. ACCESSIBLE THE ACCESSIBLE ROUTE MINIMUM WIDTH ROUTE TO A SHALL BE 36" AT DOORS AND 44' AT CURB COMPLY WITH 2O01 FBC II-433 Z wW 0(D (A O) m N oZZU Q— W a- Ct Liiu-i-. N0-3LaZ 0 rm® Lq mm0lf) W =W (o>a I LK PUBLIC ENTRY IS • • •APPROXIMATELY 160 LINEAR FEET DEPICTS ACCESSIBLE ENTRY FOR PUBLIC44 DEPICTS ACCESSIBLE ROUTE 0 uJ Q o u Oz Zorn 0 QA Ug-i Q[[m WZ1: W� ��of ul Ju_ JOa Uo �°u- SITE DATA A w BUILDING AREA AIR CONDITIONED, OTHER AREAS 0 0 STREET LEVEL 384 S. COVERED WALKWAY AT STREET LEVEL 2,064 S.F. FIRST FLOOR 10,616 S. BALCONY AT FIRST FLOOR 435 S.F. SECOND FLOOR 12,032 S. THIRD FLOOR 032S. BALCONIES AT SECOND LEVEL 759 S.F. 12, FOURTH FLOOR 12,032 S, BALCONIES AT THIRD LEVEL 759 S.F. BALCONIES AT FOURTH LEVEL 759 S.F. m TOTAL57,096 S. SKYWALK AT SECOND LEVEL 594 S.F. x I TOTAL OTHER AREAS 5,370 S.F. PARKING HARED BY JUDICIAL C MPLE TOTAL SPACES PROVIDED 34 CLERK OF COURT PARKING DISABLED SPACES REQUIRED BY 11-4.1.2 2EXISTING 5 w s PROPOSED 9'-6" X 19'-O 34 OTAL PROVIDED 4 0 0 NET GAIN/LO -16 a EAST PARKING LOT, EXISTING 91 c� PROPOSED 107 m NET GAIN/LOSS +16 o z PARKING REQUIRED FOR CLERK OF THE COURTS • O o 0 BUSINESS OCCU A Y ER NF A I En 2001 EDITION, SECTION38.1.1 ir La EXISTING ZONING C-4 CENTRAL COMMERCIAL o w SURROUNDING AND EXISTING LAND USE AND ZONING a C-4 CENTRAL COMMERCIAL (NORTH, SOUTH, EAST N AND WEST) z z LEGAL DESCRIPTION; TYLER'S S/D OF PT LOTS 1 AND 2 OF GOVT LOT 4 TYLER'S S/D OF GOVT LOT 4 - EX © SEPT. '04 THESE rvmS AND COBBS S/D OF LOT I IN SEC 10-35-40 - AS RECORDED IN PL BK 3-40 (I.D. 2410-802- THE INFORMATION SHOWN HEREIN ME THE 0000-000/7) AND TYLER'S S/D PT LOTS 1 AND 2 GOVT LOT 4 - N 59 FT. OF LOT I E PA MD REVROUcnas• D5¢OSIM OR USE SITE PLAN 24 S 2 ST AND W OF INDIAN RIVER DRIVE - LESS LAND YL R'S S/D PT (D (MAP HaaDWxou wRmEx PERR55an 24/IOG) (OR 231-258U (I.D. 2410-802-000I-000/4) AND TYLER'S S/D PT LOTS 1 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 COMM. NO: C40503VB SCALER I° - 20'-0' NOTES, ST. AND W OF INDIAN RIVER DRIVE (24/IOG) (I.D. 2410-802-0003-000/8) DATE: 20 SEPT. 2004 a CURBING PAVER SYSTEMS ALONG QONTRACTOR EMPLOYEE PARKING I BY: .tom ROADWAY ARE NOT IN CONTRACT THE OWNER WILL RESERVE TWELVE (12) SPACES AT THE PARKING LOT CURRENTLY CH'KD: .FB/PD ( THIS WORK BY CITY OF FORT PIERCE AND D.O.T.) BEING LEASED, (LOCATED EAST OF THE FT. PIERCE HOTEL OFFICE BUILDING) FOR b. SEE SHEET L-I FOR LANDSCAP PLANS CONTRACTOR PARKING. THE OWNER RESERVES THE RIGHT TO THE METHOD UTILIZED SHEET NO. FOR ID NTIFY NG, RES ICTING A CESS O, AND LOC TING THE TW LVE SP CES. C. SEE SHEET C-1 AND C-2 FOR PAVING AND ASP-] DRAINAGE PLANS & PAVER SYSTEMS AND CURB REPAIR IN BASE BID. ❑ Of ONE \2s EXISTING + 'DUMPSTER W/ 12' X 12' PAD AND MASONRY ENCLOSURE (SEE SHEET A-IU I THESE TWC SPACES ARE DESIGNATED FOR PUBLIC 1 I DEFENDERBUILDING I I I 1 I 13 6/ O — I[7//// / e v EXISTING BUILDIN REMOVE AND REPLACE CURB AND ASPHALT AS REQUIRED FOR NEW ROW OF PARKING SHOWN N FOR DNIL OF TY ICAL CURB AMP SEE S ET E 994 R.O. W. e L I LK PUBLIC ENTRY IS • • •APPROXIMATELY 160 LINEAR FEET DEPICTS ACCESSIBLE ENTRY FOR PUBLIC44 DEPICTS ACCESSIBLE ROUTE 0 uJ Q o u Oz Zorn 0 QA Ug-i Q[[m WZ1: W� ��of ul Ju_ JOa Uo �°u- SITE DATA A w BUILDING AREA AIR CONDITIONED, OTHER AREAS 0 0 STREET LEVEL 384 S. COVERED WALKWAY AT STREET LEVEL 2,064 S.F. FIRST FLOOR 10,616 S. BALCONY AT FIRST FLOOR 435 S.F. SECOND FLOOR 12,032 S. THIRD FLOOR 032S. BALCONIES AT SECOND LEVEL 759 S.F. 12, FOURTH FLOOR 12,032 S, BALCONIES AT THIRD LEVEL 759 S.F. BALCONIES AT FOURTH LEVEL 759 S.F. m TOTAL57,096 S. SKYWALK AT SECOND LEVEL 594 S.F. x I TOTAL OTHER AREAS 5,370 S.F. PARKING HARED BY JUDICIAL C MPLE TOTAL SPACES PROVIDED 34 CLERK OF COURT PARKING DISABLED SPACES REQUIRED BY 11-4.1.2 2EXISTING 5 w s PROPOSED 9'-6" X 19'-O 34 OTAL PROVIDED 4 0 0 NET GAIN/LO -16 a EAST PARKING LOT, EXISTING 91 c� PROPOSED 107 m NET GAIN/LOSS +16 o z PARKING REQUIRED FOR CLERK OF THE COURTS • O o 0 BUSINESS OCCU A Y ER NF A I En 2001 EDITION, SECTION38.1.1 ir La EXISTING ZONING C-4 CENTRAL COMMERCIAL o w SURROUNDING AND EXISTING LAND USE AND ZONING a C-4 CENTRAL COMMERCIAL (NORTH, SOUTH, EAST N AND WEST) z z LEGAL DESCRIPTION; TYLER'S S/D OF PT LOTS 1 AND 2 OF GOVT LOT 4 TYLER'S S/D OF GOVT LOT 4 - EX © SEPT. '04 THESE rvmS AND COBBS S/D OF LOT I IN SEC 10-35-40 - AS RECORDED IN PL BK 3-40 (I.D. 2410-802- THE INFORMATION SHOWN HEREIN ME THE 0000-000/7) AND TYLER'S S/D PT LOTS 1 AND 2 GOVT LOT 4 - N 59 FT. OF LOT I E PA MD REVROUcnas• D5¢OSIM OR USE SITE PLAN 24 S 2 ST AND W OF INDIAN RIVER DRIVE - LESS LAND YL R'S S/D PT (D (MAP HaaDWxou wRmEx PERR55an 24/IOG) (OR 231-258U (I.D. 2410-802-000I-000/4) AND TYLER'S S/D PT LOTS 1 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 COMM. NO: C40503VB SCALER I° - 20'-0' NOTES, ST. AND W OF INDIAN RIVER DRIVE (24/IOG) (I.D. 2410-802-0003-000/8) DATE: 20 SEPT. 2004 a CURBING PAVER SYSTEMS ALONG QONTRACTOR EMPLOYEE PARKING I BY: .tom ROADWAY ARE NOT IN CONTRACT THE OWNER WILL RESERVE TWELVE (12) SPACES AT THE PARKING LOT CURRENTLY CH'KD: .FB/PD ( THIS WORK BY CITY OF FORT PIERCE AND D.O.T.) BEING LEASED, (LOCATED EAST OF THE FT. PIERCE HOTEL OFFICE BUILDING) FOR b. SEE SHEET L-I FOR LANDSCAP PLANS CONTRACTOR PARKING. THE OWNER RESERVES THE RIGHT TO THE METHOD UTILIZED SHEET NO. FOR ID NTIFY NG, RES ICTING A CESS O, AND LOC TING THE TW LVE SP CES. C. SEE SHEET C-1 AND C-2 FOR PAVING AND ASP-] DRAINAGE PLANS & PAVER SYSTEMS AND CURB REPAIR IN BASE BID. ❑ Of ONE \2s EXISTING + 'DUMPSTER W/ 12' X 12' PAD AND MASONRY ENCLOSURE (SEE SHEET A-IU I THESE TWC SPACES ARE DESIGNATED FOR PUBLIC 1 I DEFENDERBUILDING I I I 1 I 13 6/ O — I[7//// / e v EXISTING BUILDIN REMOVE AND REPLACE CURB AND ASPHALT AS REQUIRED FOR NEW ROW OF PARKING SHOWN N FOR DNIL OF TY ICAL CURB AMP SEE S ET E 994 R.O. W. e L IMPORTANT LAYOUT NOTES IDA,' STANDPIPE ND STAIRWELL GEOMETRY FOR THE OCTAGONAL TOWER SHALL A/C CHASE BE LAID OUT STARTING FROM THIS POINT HED LINE DEPICTS ITS OF BITUTHENE 5 6 6,FJ 7 8 9 00 MEMBRANE AND IAM. DRAIN PIPE. 124'-O' 13'-6" 13'-6" 17-8" 24'-O' 13'-8 14'-2° 9'-6' I 17- " 6'-O" 7 5/ . 2..7 / 2, 5/ . T-T - 8' (3" 4•-O" 6' 9" FALL CE 12 , G_ 19'-10 1/2' ' 8 �•_ . ;- CAST C NC. G K SALT FIN. q �pj I OUTSIDE RAD. PLANTERI WA (FLUSH / P V - - - SEE ALL S ND APE CE/CQL. Q I \,y1O /`��• ARCHITE TU12 LAN S L-D A- ------ ----- A. ARE A 4 o PLANTER O Q 28E Q \ I ❑ �n U C)CL FACE/COL. —" D AM. A A \ B — — — b ❑q � i❑ —U U IMP ANT MASON // ALL MASONRY FOR C AGONAL TOWER X it)00/ BOTTI ES START EAST- EST ALIGN- \ /STRAIGHT UP I I I I� I OTHERWISESHALL BE . AILL C ES NOTED RETE COLUMNS `v�f FOR FIRE MENT OF ELE CORE HERE: 20 D' 200 i ' 13,-7 5/8" Q SUPPRESSION SECTION O CO 24" X 3 ' �� Q SHALL BE II 5/8° THI K O MATCH IGN FACE/ U WITH A O SEE SHEET F `f F CE OF COL MN 1 i OF WALL N iv — — _ = 7 i y N PRONZ BL _•, — CMU T A A-14 THIGH 6. 1R 1 I (BASE I ) THE MAIL ROOM IS DESIGNED TO BE AN O_ 3" DIAM. m X WALL ELEVATOR LOBBY _1 i EXPLOSIVE CONTROL AREA. ALL PERIMETER c� ❑ MAIL STORAGEL I HR 003 b' I I WALL HALL BE 8' OLID CONCRETE (SEE I S S S is B,rJ INTERIOR D 12 HALL BE I I O0-2 L V STRUCTURAL). THE INTE 00 S 00 R DIWS PT. Cp R.W.L. L-3 ♦ (TWOSTORY) BLAST -RESISTANT. THE EXTERIOR WINDOW ARE ❑ Q X -8 3,-O" 2 L 19'-I' R. HOUR DESIGNED TO BLOW OUT IN THE EVENT OF °' M ALL 2 HOUR ` EXPLOSION, RELIEVING INTERNAL PRESSURE. 6" DIAM. RAINWAT — 2 HR 0 i O LEADER PIPES L-I L-2 WALL 'co �, 'b FUTURES L TURE (N.I.C.) FACE/COL. C — D TA/PH O E io ELEV. - 4° DIAM. ALIGN FACE OF CON F Co [IF1 GRAND LOBBY SHEAR WALL WITH F E 005 2 HR WAL D FACE/COL. — OF COLUMN — — °O 7 009 6' 0 OLu I� O STORAGE o2a 3 ,.I � N ^� (TWO STORY) 1 v A ( �I 0 e ELEV. EQ. o �` � .o - � U ' - �•_p LEC 007 p— 008 m I H 30'-2 I/8° I < 7 IH $$"J� I HOUR AUTOMATIC PI E DOOR FACE/COL. 9-O° (ROLL DOWN 3°-4. 2'-8' E - - - I Mild INFORMATION 'sr. R.W,L. - - - - - - in OII � ITEM L-4 4'-4 I/2"- �0 LIMITS OF r - TAFF— — — — — I ' ® BITUTHENE 3000 0 FIRE RATED — 010 -2 W I pm AND in STORAGE VAULT tt2 006 6 — -,� W 4" DIAM. DRAIN PIPE — 577 S.F. - E•5 — I D( I ED _ I 2 FACE/ OL. . r- W m ' - --- - O I i I �_ O I �i P i �> _ I. , 2 0 .J I U � G FINISHED FLOO ELEVATION 8.0' NGVD i—MEN — —WOMEN - - - --- I FEMA BASE FLOOD 4 m 012 013 ❑ - - - - ' cOUTSIELEVATION DEOOF 5000 YEAR y HI -LOW WATER CO LER A i', _ _ ,� _ .� FLOOD PER MAP tt 120286, _ _ _ iD A-12 PANEL 0I79F `� I H uR I LEASE SPACE I ED FACE/COL. 'a NTF?AL STOR. 0l7 1 G — SPR, PLw RM. olb O 1242 SF -8° 014 � FIRE RATED ❑ 11- cc 8' 0 STOP. VAULT 41 I N — PUMP O 572 S.F. i•_q• .j i� 6'-4' R.W.L. L-5 INISFLOOR 015 F 2 RETAINING AL >~ 8' TALL F E _, > - aAN. o ❑K co in FACE/C _ — - OUTFAu — 0 �_ 019 CK 9 N in 5' CONIC. SLAB R.W.L. — " STEP I L-7 DOWN AIR INTAKE 'O H. I m i0 8 EXIST'G ®N�A 18 ' i 1 H U 11 FUTURE COMMERCIAL - - - - - - KITC N AREA 2-8• ❑ I ' � TRANSF. I I 2 i E�EV. EO. I I I -I I I co ® DEPICTS ACCESSIBLE ENTRANCE SPRINKLER RISE IC I IH In LOCATIONS AT STREET LEVEL L F CE/ — 23'-4' _ I — — I — v 11 NEW TRAN F. EC�UIP. YARD i HOUR I ❑ O I iv v AIR 2 1 R.w.. — GRAVEL) STAFF L-6 m GENERATOR - Tr - - i ELEV. 2 HOUR I ip O21 LOCKABLE 2 011�2 HOU i WALLS LEASE SPACE io 8' FENCE 023 49 F C •w' $GATES II I l' �{ 1780 SF O _ I I © N 3'-4 3/8" \ 7-8 3/8" I - - - - - - - - FUT. THRU-WALL EX. HOOD FA / L. — — — > CMA11kKEEUI P AIR VE TILATOR yN.I.C) CN M 16'-0" u. ELEV. LOBB7` — — — - 022 ---- ---� ©Ip 8 M FACE/COL 8'-3 9/16 -8' 5'-O' '-4" - -8' aD V-4" I I © v II'-4' / 3 - . Q WALL LEGEND NEW WOOD STUD WALL NEW CMU WALL — FORMED AND POURED CONC. SHEAR -WALL CONC. FILLED CELL W/ 1 tt5 VERT. BAR CONC. FILLED CELL PERMANENT INTERIOR STEEL STUD WALL.(NOT DEMOUNTABLE TYPE) CORlM1MN AND POURED CONC. 6 X I" STEEL MNS. p w 5 Q © © © ch IMPORTANT NOTE( © M I 2T-O" I O EO. I--_� W s CID "A" SERIES SHEETS INDICATE BUILDING I I ABOVE GE Q / 2-0. 2, a• Q. SHELL INFORMATION. 2 21- O C PACE " P" ERIE NESTS INDICATES I p. � S S S S I / �' PLANNING INTERIOR WINDOWS } w Z ° w in - W �� Q in NO N m N o I Q< Zpl Za' W 0 co, OrrC1 a0.) < a M Lj ^ 0 N a=^ ui J Q v Z v �mW J a O MOZ 0 NwS J Q w (n l� O U W Q T 0 W N �� \/ z ? c)QIJL �[m WIC W WU One >>a W J O� W w O ED Y 9 ED I w a o z 0 to w V) W 0 Z � r, W a o N Z © SEPT. '04 THESE PLANS AND THE INFORMATION SHOWN HEREIN ME THE PNIPF R FAJ"El WDIINN MOST AOORIEOIS, PA AND REPNOdIC17M O OR USE THEISfF IN WIWE OR NI PNIF 6 EIDR614T PA> - Ho m WOWNR WPofIEN PEMIB1011. 10 s p" EXTERIOR AND INTERIOR DOORS. COMM. NO: 040503VB "ID" SERIES SHEETS INDICATE INTERIOR DATE: GV SEPT. 2004 tp--�- l DIMENSIONS, CASEWORK E FINISHES. CH GVM/EPI I CSTPEET LE EL_) I CN°KD: PD )01� Nib SHEET N0. 40 SCALE I/8" = I'-O" -m ❑ LD11"'ING PLAN REFER TIO SHEET A-22 FOR FLOOR AREA - 10,384 S.F. WINDOW SCHEDULE Q A-1 OF 27 A FACE/COL. B FACE/COL. u (§)-ffACE/COL. — — (Df!��ZCOL. FACE/COL. E - - H FACE/COL. K FACE/COL.- FACE/COL. L -- M FACE/coL. FACE/COL. N — I 2 3 4 T T 6.5 T T T +-3'-4 I/ib' 124'-O' I I I I IL 13'-6" 13'-6" 1, 17-8° 24'-0' 13•-8' 14'-2' 9'-6" 12'-O° I 6-0- 6' STUDS AT 16 O.C. STc NCDHPAIP AND TAIRWELL 12'-6" NO BALCONY THIS LEVEL FOR CURVED WALL 7.-2' 2- 2'-8' 9•-6" 2' 8" 9 _6" 2'-8° OUTSIDE RADIUS 6" STUDS 16" 0.0 - _ - - Q 19•-10 1/2' FOR CUR ED WA L o /? Q O W/ GLASS BLOCK O �.O 4 O" 4t0, m ,4'-O' 8•� 4'-0' 6'9' TYPICAL J. 5'_5. L4'-O'-L 8'-7 L4'-O" L 13'-O° L4'-O" L a DIMENSIONS 0 / _ 0 W © 0 © ©� —? �© -TAI 1 IQ START EAST -WEST ALIGN- ---- f I 1 MENT OF ELEV. CORE HERE: 20 0• 20 D, STRAIGHT ° 01 L4- ALIGN FACE/CMU WITH SECTION UP 0 3 ENLARGED FACE OF COLUMN I HO WALL OF WALL �' (FEE7v STAIR PLAN - A-19 ' coOUR BREAK � ELEVATOoI? LOBBY b ❑ H INN OPEN 105 JAN. /n35 2 A 104 m 11'-71/2" f2ADIUS PT. 3100 b v 6" DIAM. RAINWATE LEADER PIPES L-I > L-2 2 HOUR 5-4' I S, 5 4' 1O7 " WALL �p 5'-9 m ELEV. ELEV. _ T 6 6'-8' 6'-6 I/2' � 7•-9 5'-6 3/ 0 1T-0' 27-11 7/8" 12'-6" J zo � I O 10 -o ALIGN FACE OF CONC. HR V L I 7 ❑ �� W zo ❑ SHEAR WALL WITH FAC ELEC. � ' r FT OPEN Q OF COLUMN _ ( 109 III I p - I� '2-"8v II I HOUR I IOUR 1 HOUR H�— 0 -aLOW 2'On '^ _,_ ( R.W.L. R iv 15'-4° 15'-9' m I UNISEX N Tr '-4° T 51 H U ❑ co T ❑ a N � NO BALCONY — — — — — — — — — -JE,5 - � THIS LEVEL I FAC /CO THIS PIPE SH LL NOT O 3 I PENETRATE THE FLOOR BEAMcr) -2 NOTE, `L W. ® } iv rn THE Ljj WINDOWS MUST BE A 45 MINUTE RATED FRAMES AND GLAZING PER THE WINDOW O° I SCHEDULE ON SHEET A-22. THIS 2 - STORY LOBBY IS ACTUALLY AN EXIT ° G W INDOV491 OES NOT HAVE E O BEOFIRE RATED. � m ° N CIO, )2Q OIL _ - - - ® ASSEMBLY SINCE IT IS AN EXTERIOR WINDOW. -LJ• O 1 � i0 iv� J a co iv co ❑F R.W.L. L-5 (o (n ❑ ❑F FQ I r I ° I zoED 3'-8' 2-8' 5•-4' 2.-8. 5'-4' 2'-8' 3'-8' v P.W.L. n I'-3 5/8" AIR INTAKE SPRINKLER RII ---L ------- ENLARGED 4 STAIR PLAN A-1 C �n1.DIru1..r.Irrrrri •� �;�'s 1 Em nunmmmuiis,-_�■mmnmaa_ nnnunnnEa_Nr1 nnn Nul3. OEfmmminnNn AREA OF 12EFUGE • I� BUILDING PLAN (FIQST FLOOR) SCALE, 1/8" = I' -Ow FLOOR AREA - 10,616 S.F. 'JIII�� mict zo L, CLOS. 121 w IO Q6-0. II (IG N - CUSTOM ALUM. OPEN FRAMES (SEE ELEVS) 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. — AT THIS LEVEL, ALL SIDES _ SIDES OF THE OCTAGON SHALL BE ARCHED AT THE TOP (SEE ELEVATIONS ALSO) ARCH ABOVE IMPORTANT NOTE: An 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-16 DRAIN TRACK (PROVIDE DRAIN TRACKS AT ALL BALCONIES, SEE DETAILS FOR LOCATIONS.) BALCONY EDGE HELD BACK 4" FROM FACE OF MASONRY a WALL LEGEND r- NEW WOOD STUD WALL NEW CMU WALL — FORMED AND POURED CONIC. SHEAR -WALL CONIC. FILLED CELL W/ I tt5 VERT. BAR CONC. FILLED CELL =zzmz=m= PERMANENT INTERIOR STEEL STUD WALL (NOT DEMOUNTABLE TYPE) 111110fIrl FORMED AND POURED CONC. Q COULUMN IMPORTANT NOTE: BALCONY EDGE HELD 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 DIMENSIONS, CASEWORK E FINISHES. REFER TIO SHEET A-22 FOR WINDOW SCHEDULE Q I Li J Y d p Zo w m w Q co V)(n0 N N N m N N Z W a G 07(n (0CD a < 2w, J In N Q I J Q v Z � rm O w J a wC)Z O Lo w 2 W ECI>d II'pn I 'i�IIIIIW�NIINIIIDiI Q w (n I— O U LU I- O LL O Z Z� Om Q J �[ 5 m () W W ? O W� C9 —I U LL J O ° 0 U) IL F- U W I' O a_ 0 m I w Or Dr o Z W c N W o: rY 0 z w � a I © SEPT. '04 THESE 5 MO THI E INMMATM SHOWN HENEIN ME THE HFPkAIT 6 D � lIDEY AAMM PA MD IEIRODUCRdq DR1h911ES W USE THEI®F N .1101E QI N PMf 6 OIIEST PIO- COMM. NO: 040503VB DATE: 20 SST. 2004 BY: GVM/EPH CH'KD: FV SHEET NO. A-2 OF 27 n w I 2 3 4 5 6 I I I I I I 3 I I I A-16 I I I BALC NY ® ® ❑ ❑ D D © '❑ 2H� A I UP A-14 - ELEVATOR LOBBY © I 201 DN CIA 2 L 2 HR WALL R.W.L. L-3 6" DIAM. RAINWATER — — — — — — — — LEADER PIPES L-I E L-2 _ - -- - - U PH. DATA I � ELEV. ELEV. I 1\' I� 2 HR WALL C I I R WALL 20g- a , I A ELEC"- A-13208 " �®HIGH INERGEN BOTTLES I E — — FOR FIRE SUPPRESSION ( I r®� r®� L W I R.W.L. SEE SHEET FS-2 I I ,_a_.• -�_, I L-4 I � -21 56 I _2 ----- ---- B.5 - - - � LE Z I-2 m � I ❑ G , A-12 - I IJ I R.W.L. L-5 E 7Ga R.VV.L. L-7 MECH. 223 AIR INTAKE 4 -2 I t SPRINKLER RISE 16 O HQ WALL I WALL R W.L2T 1� I I PNISEX L 6 2 HR Trf 226 ENLARGED 4 ' WALL b STAIR PLAN A-I9 l-- — — UNISEX ELEV. LOBBB�1 230 M 229 - U DN I C r— �(�� L — .J JI SEE SHEET A-21 FOR BRIDGE INFORMATION. SEE ALSO STRUCTURAL DESINGS BY CONTINENTAL A,LIBRIDGE. BUILDING PLAN (SECOND FL OQ) SCALE: lib" r-O" FLOOR AREA - I2,032 S.F. 7 8 9 I I I I I i ❑ ❑ I I ❑� C I I E ENLARGED 19 STAIR PLAN I I If -- - -� I © I I I © I I a © zi 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. NOTE FILL CELL ADJACENT TO POURED COLUMNS AT OCTAGONAL WINDOWS WITH CONCRETE AND NO STEEL (TYP. AT SECOND THRU FOURTH FLOOR). FILL CELLS AT CENTER WALL SECTION WITH CONCRETE AND 1 #5 VERTICAL ( TYP. AT SECOND THRU FOURTH FLOORS) mi I I P 3 ❑Q — - -16 o 4tjlN BREAK233 © _ �If 1 , ❑ ❑. © ❑e5 \ 1 10 ' II 12 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. C ® REFER TIO SHEET A-22 FOR WINDOW SCHEDULE Q I J a p Z W m tr F 0 Q in O) 0 V) U 0 coo N N Li r4i m N N oo Z— p I z a o OF cn W o ` 0-0w a �``^ J tV CL c~) oLAI a Z v im W J a moz tnlJ= W to > �ppu.p��' II''R■nn'I '',rr�•.mmm�,�,amnm�, .�nNIINIIINIIIIUnh. �iIIININ�iVWINIID� a W N O U Q TLU I— O u- J LL OZ >. Z cr V� 7) m OUQL ^ LY m W W W U� U JLL -) � o0 UO (n C LL t •- U W 0 D_ a O 1L 0 ffin I w of z 0 W � y W O z W Q i N _o z © SFPT '04 NH "S MD THE INF9NIAKINNI MM HMN M THE PROPFRR W WM WDfi19 M NCND:I:. PA AND RD'RDOICIDNR. DRd.08m m D9E 7HMW N WI M N PART 6 DVIE44Y PRo- H wmw NRDiEN PDGmION. COMM. NO: 040503VB DATE: 20 SEPT. 2004 BY: GVI CH'KD: PC SHEET NO. A-3 OF 27 C 9 FACE/COL_ B FACE/COL. FACE/COL. D — E FACE/COL._ F - ( H ? ( K ) FACE/COL.- FACE/COL. cmFACE/COL N FACE/COL 4 5 6 7 8 9 2 Y O I Lll W llJ < LL I T-1 LaL I LL I +-3'-4 1116 LL 124'-O^ I 6' 13•-6' 17-8' _ _ _ 24'-0" 13'-8' 23'-8' 17 " IL 6-0" 5 WITH ALU , GUARD RAIL )A6' A C CHA E AND TAIRWELLEO2'- "7 'I A-16 1 16" STUDS u 16" O.0 STUDS AT 16 O.C. FOR CURVED WALL START EAST -WEST ALIGN FOR CURVED WALL Q W/ GLASS BLOCK �`�� MENT OF ELEV. CORE HERB in ALIGN FACE/CMU WITH 4'-0' 2'-8 9•_II 2'-8" 7_5^ © N © I C NY g-2 FACE OF COLUMN p- •� 4 O• TYPIC L II'-T 2'_8. © ©I C DIMENSIONS IU R 11 1D ❑ iU I 4 LL PRINT DARK CAMERA \ %2b D• o, UP A 19 ENLARGED 20 STAIR PLAN 2 LIJ IQj 305 307 I 2 HOUR WALL SS. SINK ELEV. LOBBY s• 0 � DN 301 b ° I 6' DIAM. I HOUR WALL B.5 CHEM. RAINWATER R DIiUS PT. L p R WALL j STOR. L-1ADER PIPES _ — /— ,a R.W.L. L-3 303A WATER CHEM. —L — I HTRS. STOR. ?.6 P .D TAL? m ----' Q OB o IT-O° I 1 HOU12 WALL I I I 2 HOUR WALL 12•_ S1S2S" rl0 -- - _ ❑ m HOUR WA C 304 306 ELEC. ! dim, co ALIGN FACE OF CONC, I HR WALLzo I O 0 SHEAR WALL WITH FACE I HII?H © 2' 8' 8" OF COLUMN I ® ® LW T e 1 R.W.L. my I WIOJN`SFX MEN L-a w , N w I IL_ 15 31{� I I G ® Q nnr<����Hnnnance� -- oinnnYnnsl— AIR INTAKE SPRINKLER RI,' ENLARGED 4 STAIR PLAN 2 HR FRI IE•5 FAC /C L. is -2 _ O g-I o � ® 00 I I ® L-- N o o- w I3 8' 23'-10 3/8" ;o 6-11, 6-0' 11 25'-9' I FIR] , 1®toI a R.W m ® 13 5/8' L-7 JAN. o N d I iv MECH. 321 w m Q N 320 4 INERGEN BOTTLES _8 FOR FIRE SUPPRESSION FREIG _ — _-2 SEE SHEET FS-3 © �N ELEV. ° Q a AIR 2 0 ALL - I - - WALL I T-4' UNISEX 1 .W.L. WALL 0 3z9 I L 6 FI-1 N LJ 1 2 HP I �" W I F C 332 P — — —I UNISEX ELEV. LOBBY I 330 331 e DN 1 HP I © © © ° to ,P WALL - - LJ-e p -- lMTrnTMTmmEI 47 I TRAINING >_ n• ©I2'-A" �2 8'. -8" T-4' 8'-3 9/16" 2'-8" 5'-4" -8" 5'-4' 2'-8' 8'-3 9/16' ;i © _N C EJUILDING PLAN QD FLr.-'.Axmm 10 IMPORTANT_ MASONRY NOTE - ALL MASONRY FOR OCTAGONAL TOWER SHALL BE 17 CMU UNLESS NOTED OTHERWISE. ALL CONCRETE COLUMNS SHALL BE II 5/8' THICK TO MATCH CMU THICKNESS, NOT 17 ACTUAL. WITH ALUM. GUARDRAIL 16 WITH ALUM. GUARDRAIL WALL LEGEND NEW WOOD STUD WALL Q NEW CMU WALL — FORMED AND POURED CONC. SHEAR -WALL CONC. FILLED CELL W/ 1 #5 VERT. BAR CONC. FILLED CELL PERMANENT INTERIOR STEEL STUD WALL (NOT DEMOUNTABLE TYPE) COR MN 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. QK: REFER TIO SHEET A-22 FOR WINDOW SCHEDULE Q I J a p Z D` W m H Q Ntoo)O IM N m N N m o H-.< ,* Zp I Z a 0 W o 4"Isu�Y cn U CL 0 ►- J Q v Z L) rmw C)Z w Q fro� 0 w w co>(L .J Q W (n LJL O �- o LL LL cD co 0% o _J � � m O Q J �[ m ul W W>a pry __J �0 J 06 U)cO U W 0 m w o: o 0 z 0 W rn W o z n W F � N _o z © SEPT '04 THesE Pus Mo TIE INF IMTION SHOWN HENEIN ME THE N9PFAW ff F � ON W MM MS, PA AND RMIROXXITM. gSIDflSU06 M USE 1lRNELF' N'RNNE OT N PNT IS EW y HO HBIFD WDIpIR We01EN PI COMM. NO: 040503VB DATE: SEPT.20 2004 BY: GVM/EPH CH'KD: PD SHEET NO. A-4 OF 27 FRI A FACE/COL. B FACE/COL. C FACE/COL. Q--- ('i)FACE/COL. 9f!A CE/COL. 4 FACE/COL. FACE/COL. L 11- M FACE/COL. @-FACE/COL. 3 4 5 6 6.5 T.7 8 9O O O O WI I Wr I W WI WI i I 11- LQL Q l�L L4L +-3'-41/16' I 124-0° I 13' 6' 13°-6° 1T-8' 24'-O' 13'- 23'-8" 17- 6'-O' STANDP PE AND TAIRWELL 12' 6' In - W/ CONCRET 12'-0' I A/C CHASE I Q GUARDRAIL i 6' STUD AT 16" O 8" 9-6 II/16' 8'-6 1/16" 8'-6 11/16' 8, A 15 6" STUDS AT 16 O.C. FOR CURVED WALL / FOR CURV WALL Q W/ GLASS BLOCK 5'-0 13/IA* "�* -^ - - m - 5 y O• - -- - - 4' O" 7-8 2'-8° I 7 8" 7-8"ED - LC Y `° 2'-0" O 4 p' I I I 51121 4'- 9'-3" 2'-8' 2'-8' F E D ME SI S ' U G ❑ IMPORTANT MASONRY NOTE: 121 F F © © ` ry ALL MASONRY FOR OCTAGONAL TOWER ❑ ❑ ❑ START EAST -WEST ALIGN 1 \' I / T IR I SHALL BE 12" CMU UNLESS NOTED Qj MENT OF ELEV. CORE HERE 20 O• , 20 0 6' ONF, ❑ OTHERWISE. ALL CONCRETE COLUMNS 403 LJ M ALIGN FACE/CMU WITH NZO ° I ; u /'2 j <' 402 : I N SHALL BE II 5/8' THICK TO MATCH w FACE OF COLUMN �' �' Q/ - CMU THICKNESS, NOT 12" ACTUAL. ❑IF I LEVATOR LOBBY 401 B.5 o-p. 4 F/C -L. -O 3/4' -I" RADIUS PT. p RWA3 i TE 6"DIAM. RAINWATER S I E LEADER PIPES L-I L-2 ❑E IL . /2 k ENLARGED INERG IN BOTTLE FOR ❑ STAIR PLAN FIRESUPPRESSION CO SEE Sk E T F -4 I oo _ _ _ m _ 2 I2 6• iD ALIGN FACE OF CONIC. EN i0 SHEAR WALL WITH FACE ; IVI iv OF COLUMN �ffi III — i I O Q toZO`y- 8, I I HR WALL ®' HIGI Hill IIIIIIIIIIIIII1111111pF r , I R.W.L. i0 L-4 -- -- 6 a I _41 J 4T5 _ i� I o by, m ----- ---- E5 - - 7 F 4C /C L. -16 O W/ CONCRETE i0 Z I 3 I I o N ° O -2 \ GUARDRAIL — — J F II N 16'-10 I/2' 1 - - - - - - - - - - � � c J 2a ZO R ;_0 6'-O" ® R.W.L. L-5 I o iv b 1 R � v — - ❑ ® I I 7-8' R.W.L. ° FILE ❑ o m R 3'-8" 5'-4' '-8' 5'-4' -8" 3'-B' � STOP. _ to ® L-7 428 I v MECH. A ;r) N -- 425 426 CID AIR INTAKE a 8" N STAFF in 1 ' ELEV. zo ❑F ' 1 b IUNISEX I Rb.L. � •� — I a 431 I I `o '8• in ENLARGED 4 I =� C /CQ1- STAIR PLAN A-19 I ELEV. LOBBY {� UNISEX I U DN 433 ! 434 I P I� I❑F F -- - - - - ❑F 3 [F� — % /8 L i 7-8' ❑ 2 - " -8" -8" 7 4' ... 8'-3 9/16' 7-8" 5'-4" -8" 5'-4" 2If 8•-3 9/16' BREAK ROOM v Q 26'-0' 2'-O" 27'-O" 2•- L J Z! 437 U R 00 J F ' cq BRIDGE R F N ❑ .�_ BELOW 4`5•, 2•-e " 2-p. F CO 21'- L 1VC G Q 1L O" C U E J, Q R ' Q COL. � DRAIL U ..FOUPTH G PLAN 4-= s FLOOD AREA - 12,032 S.F. WALL LEGEND NEW WOOD STUD WALL 1111111111 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) Q COLUMFORMEND AND POURED CONC. IMPORTANT NOTE: "A" SERIES SHEETS INDICATE BUILDING SPELL 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 Y � � Z W m H W Q InNO Q O W) uj m oo Z 0 I z a SO p-rn W (LOm a u- 04 v CLMP� Z = �m .. U 0 W D a w-0Z wo In LAWS W �>d U N Q W 1- o N I Is a U I Q D a J Q W (N I— T r) ly �— 0 LL CID 0 ''^^ V ~ W CI z -zj m vJ ®Q IJL ly m W CDR W U �>a � LL O � 00 �°o U w w 0_ g m w o z o w N O y c > 0 O Z � y� Q N a _o z © SF —PT, 'O4 T ME P MO TIE II 5lIOWN HIMIN A ME IAd4mr IF QUID aina, xcnnas. PA M mom N MIIXE OR N Mif 6 OPIE�.T PID- COMM. NO: 040503VB DATE: 20 SEPT., 200 BY: GVM/ PH CH'KD: PLA SHEET NO. A-5 OF 27 TOOLED DRIP-- 2" LEG - I" LIFT FLANGE ROD AND SEALANT IN 1/4' THROAT. POURED SILL WITH 1 U4.— 2' LEG AT HEAD AND JAMB. 3' LEG AT HEAD AND JAMB AND SILL PEEL AND STICK VINYL WEATHERSTRIPPING ON COVER PLATE ALL EDGES. 1/4" ALUM. PLATE AND ANGLE ACCESS PANEL ON 1/4" ANGLES SECURED WITH STAINLESS HARDWARE. DETAIL AT ACCESS PANELS SCALE: 3"=1'-O" REF. THIS SHEET TOOLED JOINT AND POLYURETHANE SEALANT FRY SPRINGLOK TYPE STX-STUCCO FLASHING SYSTEM WITH WIND LOCK CLIPS AT 30' O.C. - o� 0 ILL DETAIL ,LE: 3"=1'-O" REF. THIS cc Z a N 0 o ~ w cy 0 U W 0 uj Q 27-0" /- OPEN TO BELOW ---------------------------------- A A-15 UNOCCUPIED PENTHOUSE (NO FINISHES) I a-- ---------- - - - - -- - ------------------------------ H . 20 p / a ---- -------------------------------- a UNOCCUPIED PENTHOUSE 0 (NO FINISHES) ' 24" X 36" 1/4" _ 1c, ALUM. A ESS - D - PANEL t214F------------� --- V OPEN TO FLOOR BELOW COLUMNS BELOW1011111111111111111111111111 12" HiGH CURBED SILL e i RADIUS POINT ______----- ELEVATOR PENTHOU I SMOKE VENTILATION LOUVER F -{ (SEE MECHANICALPLANS) OUTLINE OF MANSARD ' I I• ROOF TRUSSES I I I I I I - I ' 1 ' 1 ' I ' I ' A , A-12 I I ' I I , � I • I I I I I � I I , I SHORTENED INSULATED STEEL DOOR IN GALV. STEEL FRAME. ALUM. THRESHOLD SLOPE TOP OF SILL 1/4" POURED CONIC. SILL W/ Itt4 AT ROOF DOORS I I , I I ' i I I I i . I j ------------------------------------ I I I I I I I I I I I I I � I I'-4" I ' I I , I , I , I I I I (THIS SPACE ENLARGED 2 STAIR PLAN A-1 e e STRUCTURAL ROOF SLAB I(SEE SHEET A-7 FOR ROOF - DRAINAGE AND SLOPES) e A I e e ©mm BUILDING PLAN SCALE: 1/8" = 1'-0" 2'-4' 12" HIGH C RBED SILL I I I ' I ' I ' I , ' ' I ' I I � 8 �O' I i'-O" I I I W ; 24" X 36" � ALUM. ACCESS PANEL Z W w U) z - W IL CID U if U OZ { f I L � 2 f r j �-- TOP OF ELEVATOR ,-,I PENTHOUSE 12" HIGH CURBED SILL —SMOKE VENTILATION LOUVER (SEE MECHANICAL PLANS) 215 3 _ �SIMILAR W/ NO ROOF MEMBRANE. (TRQWELED CONC. ONLY) EDGE OF RO F SLAB UNOCCUPIED PENTHOUSE I (NO FINISHES) (F I FTN LEVEL) 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) 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 � Z a ui m V) �o Q (nCAO N N N m in o ~QIt V)o Zp I Z a u O-a, w p (L W N V iL Z = }m .. U W J a ace0 en 4.1 = W co>a U w Q Li � Q 2 U Q Q J a W rn L) 1n/ D uj OL 0 LL LL > N G GO OQ aA O 5 U gIL W w IL --I 0 U O (U) o F-- U W a O a W 0 m w o N Z 0 L 0 C W � In Z D d --LLL © SEPT. '04 T m PI.Ms MD THE INMMA ION SHOWN HEREIN ME THE PROPERN OF EOIItO MOM WAM /ICNRCIE. PA MO RUROMMOIA DISCLOSURES OR USE RWF N WHOLE OR N PNR IS EIPIlassLT P� HFREO MRHWP NRIfIEN PEIC®OIL COMM. NO: 040503VB DATE: 20 SEPT., 200 BY: GVM CH'KD: pw SHEET NO. A-6 OF 27 KI A 1 pt illO QD =a SINGLE PLY SCALE: 1 1/2"=1'-O" REF. SHT: A-7 � A-15 A JLLY ADHERED ROOFING I .. - P.T. IX4 NAILER ALUM. EDGE FLASHING BY ROOFING MFR. CONT. HOLDOWN CLEAT ANGLED JOINT W/SEALANT A OVERFLOW OUTLET NOZZLE THIS +3" IS THE TYPICAL ELEVATION OF THE LOW -SLOPE ROOF WHERE THE ROOF ABUTS A VERTICAL SURFACE AT THE PERIMETER, ELEVATOR PENTHOUSES, SIDES OF RAISED TOWERS, ETC., UNLESS NOTED OTHERWISE. A A-15 — SELF -FURRING GALV. e METAL LATH F i�l I ANCHORS PER STUCT'L BOND BEAM (SEE STRUCT'L 6 I I I r + q LI , I I I r � i I O - - ` 3 LLS /• / ]l r , . U) rn 4 J I 6 ' J ^-y +3" o yyrr, SLOPE 0 F I a�r i --- F o -rT----T,-rr--rT-F--r,---- T-,----- rT---- T,- - I LJ CJ I I lJ I �liJ LJ L., LJ •f'3" I� I ' L-2 CONTINUE BRACKETS +3" i-------------- O SE SIDES a( • OJ A - - N - __ 3LDF __ _-------- E -------- --____ SLCPE _ i GUNNABLE SEALANT FTR u101 AS MANUF, A-13 SLOPE ' BY FIBERTITE OR APPROVED EQUAL ,q V W a I ; , SLOPE OJ SSE 300 SERIES STAINLESS STEEL WORM GEAR CLAMP ; I 1 1 d (ALL STAINLESS STEEL INCLUDING STEEL DRIVE) ; I O +.3M1 SLOP n li +O" PREFORMED FTR STACK FLASHING I Q i � I .; , II U) (REF.) NOT AIR WELD EMERGENCY OVERFLOW OUTLET NOZZLE, II II II I I +3" W O� CAST BRONZE WITH STAINLESS STEEL cJnl` BIRDSCREEN, MOUNTED AT 10'-O' ABOV ; I w FLOOR LEVEL AT FOURTH FLOOR, I a TYPICAL FOR SEVEN (7) LOCATIONS LOF E 1 O - SINGLE PLY ROOFING �•CELC0MC0NC7AND••'° A I SLOPE Q uN6lA AT18N e®. A-12 ; �— SLOPE . •CoNel °Lu I I I Ei-r•� O 0� VENT STACK PER PLUMBING DRAWINGS V 0 V. VENT PIPE PENETR. 2 SCALE: 3"=1'-O" REF, SHT' P-7 A-7 - r ----------------------------------- TYPICAL ROOFING SYSTEM' PRE -PUNCHED STAINLESS SINGLE -PLY MEMBRANE OVER STEEL FLANGE W/ WELDED 3'-O" SUMP LENGTH L HTWEIGHT INSULAT G CONC. S.S. DRAIN PIPES (SUMP WIDTH 2'-0") ELEVATION +0' OT AIR WELD STRAINER SECUREMENT BRACKETS (S.S.) ELEVATION STEPPED RIGID INSULATION 12" DIAM. S.S. DRAIN OCCURS HERE R FIELD MEMBRANE rr STRAINER r-o" r-o" GUNNABLE FTR #101 SEALANT UPTO + ° BY FIBERTITE OR APP'D EQUAL FTR NON -REINFORCED Ny MEMBRANE FLASHING +®M1 C CLAMPING RING _OVERFLC W DRAIN ® /� d v d ° d d ® EXTEND NON -REINFORCED • ® MEMBRANE FLASHING MIN. L.W. CONCRETE SLOPED U 1/2' BEYOND CLAMPING RINGTO FORM PERIMETER SUMP AT ALL ROOF DRAINS OL d' v dQ d A o° SEE SHEET P-6 FOR PIPING SIZES FLEXIBLE BELLOWS AND CLAMPS STANDARD PLUMBING ACCESSORY IN 4" AND 6'DIAMETERS N I CKMAN ROOF DRAIN I A SCALE: 3"=1'-O" REF. SHTl THIS SHEET A-7 , 1 r 1 , 1 , I I , I I I 16" MAX SPA( W OUTLET NOTE: SEE SHEET P-6 FOR ALL PRIMARY AND SECONDARY ROOF DRAIN LOCATIONS. 10' TO I' AT Top TOP - SEgM 2 -15 0S _ I +3" SLOP - Q LOPE R.W.L. L-3 •--------- Wq ' ELEVATOR p) PENTNO cD((( CONTINUE BRACKETS THESE THREE SIDES W OL SLOP R.W.L. ° 0S -� u L-4 63 11 I, Q SLOPE 6 11 ---y SLOPE SLOPE 'o EL Q W W J J Ol cnj• PO F DRAIN (T PICAL, SEE I/A-7) SLOPE SLOPE a� " O i c L-7 rnnl , n IC 11 11 L 1J. LL _LJ up II • ii II - Q BRACKETS ON 1 HIS SIDE ONLY 1 RID P.) .II - - 1 I i II COL. BELOW (TYP) W a( R.W.L. L-5 Q II SLOPE SLOPE �� SLOPE I SLOPE SA O OJ +3„ +3" L-6 +3" Wa SLOPE CONTINUE B KE S THESE SIDES ________________ L ..,..____�__ - �T r u u u I u u 1 u — r , SKYWALK ROOF BEL W. (SIN LE PLY FULLY SCALE: 1/8" = 1'-0" I I I' SLOPE L i I F u WALLS BELOW (TYPICAL Q FORMED METAL ROOFING PANELS W/ STONE CHIP FINISH. (TYPICAL AT ALL ROOFS EXCEPT RADIUS'D ROOF) SOFFIT BR SIDE OF TOWER SHOWN HERE (FOR SPACING, SINCE NOT INDICATED ON ELEV'S) SEE DETAIL 7/A-9. EMERGENCY OVERFLOW OUTLET NOZZLE, 'CAST BRONZE WITH STAINLESS STEEL BIRDSCREEN, MOUNTED AT 10'-O" ABOVE FLOOR LEVEL AT FOURTH FLOOR, (SEE DETAIL 4/A-I1) SOFFIT BRACKETS ON SIDE OF TOWER SPACING, SHOWN HERE (FOR SPACING, SINCE NOT INDICATED ON ELEV'S) IMPOPTANT BPACKET NOTE: SOFFIT BRACKETS SHALL BE INSTALLED AT ALL SOFFITS OF HIGHER ROOF TOWERS UNLESS NOTED OTHERWISE. ROOF DRAIN NOTES: 1) ROOF DRAIN LOCATIONS SHOWN ARE APPROXIMATE. VERIFY EXACT LOCATION OF CONCRETE JOISTS BELOW PRIOR TO CORE DRILLING TH12U 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) 3) ELEVATION +O" SHALL BE THE TOP OF THE CELCORE AT THE TOP OF THE LIP AT THE DRAIN SUMP WELL. SEE DETAIL I/A-7 THIS SHEET. 4) SUMP SIZE IS 24" X 36" FLAT, WITH SLOPED SIDES (SEE DETAIL I/A-7 THIS SHEET) MA LEGEND SEE SHEET P-6 FOR FINAL LAYOUT PRIMARY DRAIN STAINLESS STL. W/ 12" DI, S.S.—�- ROOF FLANGE STRAINER OVERFLOW DRAIN } II • ii II - Q BRACKETS ON 1 HIS SIDE ONLY 1 RID P.) .II - - 1 I i II COL. BELOW (TYP) W a( R.W.L. L-5 Q II SLOPE SLOPE �� SLOPE I SLOPE SA O OJ +3„ +3" L-6 +3" Wa SLOPE CONTINUE B KE S THESE SIDES ________________ L ..,..____�__ - �T r u u u I u u 1 u — r , SKYWALK ROOF BEL W. (SIN LE PLY FULLY SCALE: 1/8" = 1'-0" I I I' SLOPE L i I F u WALLS BELOW (TYPICAL Q FORMED METAL ROOFING PANELS W/ STONE CHIP FINISH. (TYPICAL AT ALL ROOFS EXCEPT RADIUS'D ROOF) SOFFIT BR SIDE OF TOWER SHOWN HERE (FOR SPACING, SINCE NOT INDICATED ON ELEV'S) SEE DETAIL 7/A-9. EMERGENCY OVERFLOW OUTLET NOZZLE, 'CAST BRONZE WITH STAINLESS STEEL BIRDSCREEN, MOUNTED AT 10'-O" ABOVE FLOOR LEVEL AT FOURTH FLOOR, (SEE DETAIL 4/A-I1) SOFFIT BRACKETS ON SIDE OF TOWER SPACING, SHOWN HERE (FOR SPACING, SINCE NOT INDICATED ON ELEV'S) IMPOPTANT BPACKET NOTE: SOFFIT BRACKETS SHALL BE INSTALLED AT ALL SOFFITS OF HIGHER ROOF TOWERS UNLESS NOTED OTHERWISE. ROOF DRAIN NOTES: 1) ROOF DRAIN LOCATIONS SHOWN ARE APPROXIMATE. VERIFY EXACT LOCATION OF CONCRETE JOISTS BELOW PRIOR TO CORE DRILLING TH12U 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) 3) ELEVATION +O" SHALL BE THE TOP OF THE CELCORE AT THE TOP OF THE LIP AT THE DRAIN SUMP WELL. SEE DETAIL I/A-7 THIS SHEET. 4) SUMP SIZE IS 24" X 36" FLAT, WITH SLOPED SIDES (SEE DETAIL I/A-7 THIS SHEET) MA LEGEND SEE SHEET P-6 FOR FINAL LAYOUT PRIMARY DRAIN STAINLESS STL. W/ 12" DI, S.S.—�- ROOF FLANGE STRAINER OVERFLOW DRAIN } w Z a w m y ~O F Q =) to V)O)O N m V) V) o 0 ~Q"t Z p I Z wog a 0E2o, a0N a < emu'^ J CIS! U a = o Z a" U m W �OZ J a 0 Low2 'I''r••n11 I1''n""r,1 1 ,....... HIn n11111N11n '�IIIII�'�INIIIIID� V^I� I__IL O U LIJ LL pz z � ::)>� O QJ U a_ . m W z� W _I U E J U o � �$6 F- U W O � w © SEPT. 04 THESE PLNrS MD THE INF9IAN SIIONN HEWN ME ME P.rIffAN w F7.1W0 9 /lgllEl••I5. PA W RMMCnOW, 0 mFtE$ ,N USE 1"Emw 11 MALE Q N Plitt B �Y rIC— menm NTIIpIR wilm rPRrsm COMM. NO: 040503VB DATE: 20 SEPT. 2004 BY: GVM CH'KD: PUD SHEET NO. A-7 OF 27 3 A-18 W I NDIli W 5 L,f—\L_��/I N I /--116 \.�I—'1 SCALE 1/2"=1'-O" REF. SHT! A-8 THRU A -II A-8 SCALE: 1/2"=1'-O" REF. SHT: THIS SHEET A Iv Il L- •D .O ALUM.�- 12AIL WITH ARCHED TOP SURFACE fl�l zo 10 9/16" LR, rn �o n to U, to n 9 13/16 1.12. rn n NOTE ALL ALUM. RAILINGS SHALL 4 1/2" 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. SHT1 THIS SHEET A-8 TYPICAL TOOLED JOINT WITH 3/8" THROAT w -I Y a o - z CL w m W C) Q fN 0) p U o ow04 m N o ~Q� z®I za U 0 � W I- �O O Lo z N o t= z x rm O w J a moz 0 mow= w (o>C- a a to w a 3 APPLIED, SEGMENTED A -Is STUCCO SURROUND O JOINTS AT 45 D. INTERVALS A�CHv 3 A�CN W I NQOW 2 C I I�CL� WINDOW "N" I SCALE: 1/2 =1-O REF. SHT: THIS SHEET A-8 SCALE: 1/2 I O REF. SHT: T IS SHEET A-8 SCALE 1/2"=1'-O" REF. SHT: A-8,9,10 Ell A-8 STUCCO FRIEZE , n ^^ \ Q EMERGENCY OVERFLOW OUTLET NOZZLES, A \ STANDING SEAM SEE DETAIL 4/A-11 \ 24" SO. MEDALLIONS B PINEAPPLE GROVE DESIGNS, BY COMPASS ORIENTATION, 36' SO, MEDALLIONS BY PI A LE GROVE 2) PRE MIE12 ARCHITECTURAL ACCENTS C NW -SONGBIRD, N-WAT R LILY, NE -PINE DESIGNS, LEFT TO RIGHT, G CK , 772-463-4040 PINEAPPLE, HELICONIA. PALM CITY, FL I cy D 0 c, W Q 0 LL N /\) CIO z 'F \�/ z 0 J D cm 0 Q� UQ p[m w28 W LLIU>� U o0i w A11 s wt IL -'O�- n7 0 OR SHEET NO. A - (S OF 27 b b b D SEGMENTED D TRIM POINT I/C=1VC`-7r1N IC A n/'NI I DESIGNS SHOWN ARE FOR SIZE AND TYPE ONLY, REFER O ELEVATIONS SIZES I� I V T Y P. 1 /� I I I V D O t /\' 11 F" 3 AND DESIGNS AT SPECIFIC LOCATIONS. SCALE: I/2"=I''-Ov" REvF.vSHT: A-8 THRU A -II A-9 MEDALLIONS 4 AQCN UPPED BALCON SCALE: 1/2"=1'-O" REF, SHT: A-8 HRU A -II A-9 SCALE: 1/2"=I'-d" PER SHT: THIS SHEET APPLIED SEGMENTED 2 STUCCO TRIM, 6 WIDE HEADER 2 STEEL COLUMN AND EMERGENCY OVERFLOW OUTLET NOZZLE, STUCCO FRIEZE c CAST BRONZE WITH STAINLESS STEEL BEAM LINES BIRDSCREEN, MOUNTED AT PD'-O" A.F.F. 24" D. CAST POLYVINYL CHLORID15,19TRUCTURAL FOAM (SEE STRUCTURAL AT BUILDING WALL BEYOND SUNBURST I co SHUTTERS, S AOOTH OUTER SKIN, DRAWINGS) COLOR, WHII E WITH MATTE FINISH. SHUTTERS A 3 MANUF. BY ATLANTIC 2 1/2' BULLNOSE SHUTTERS SYSTEMS STUCCO BAND STYLE: RAISED PANEL CHARLESTON, (TYP, WHERE SHOWN) LOCAL REP IIS AIM SALES, LLC BUDDY ELD12IDGE 1408 LOMA LINDA DRIVE LINE OF CEILING APPLIED SEGMENTED STUCCO TRIM, 9 EQUAL PIECES 'WITH TOOLED JOINTS "V' SHAPED 3/8" W. -----------------rr------------------- 2 1/4" d I'-O° SPA D HORIZ. �-------REFERENCELINES ------�'-------------- --------------------- =LL I T I CAL A�CN 8 SCALE: I/2"=1'-0" REF, SHT: THIS SHEET A-9 TOP RAIL JAS 2104 " El ' BASE JAS 2202 ' 2,5 co FT. MYERS, 33919 BEYOND CEL : (2 9) 52- 42 — 3' SIMILAR � -2 SEE NO{fES 24' D. CAST MEDALLIONS SUNBURST DESIGN 3 Q T Y P . WINDOW "C 11 _2 16' TO 13" TAPERED, ROUND CAST STONE COLUMNS X 10'-0' LONG, y. 4 b { � f TAPERED CAST STONE COLUMNS WITH /_ V V I I T� H S H U T T E Q S 2 DORIC CAPITAL AND TUSCAN BASE. SCALE: Y i •� �� i1#l14111110111111111111�!11111111111i111111111111! ,IRel"IaleLl°1.1.H°LI.H ,l■.'1 °lel°I°l■IQ°l.I°l • •. 0 11lI •• . . ' _. .• 0_ �1.111111111111111111i1111-!1111111111111111111111111- l,#012101m#+#m#+#m��#�#�1►��,��������, • '!IrF . Milli llmw� \ CAST STONE BALI SEE DETAIL 6/A-9 S'T ELEVATION SCALE: 1/8" = 1'-0" im sI� 1, 1/2 IT THICK, FOAM FACTORY CUSTOM FOAM BRACKET WITH DOUBLE THICKNESS CORAL STONE URETHANE FINISH. 4 VT R. P. BALCONY E3QACKET 7 C LE: I/2"=I'-O" REF. SHT` A-8, A-9 A-9 BALLUSTE12 JAS 2005 TOP R� ILL ALLUSTER JAS 2005 � �I `I I SPACE FOR 4" SPHERE RE DRILL AND S. S' DOWEL CONNEI (TYPICAL) MUST REJECT 4' DIA. SPHERE Q U "-' w O z J QO 2 1/2" MAX : 5 — STUCCO TRIM, SEE DETAIL 9/A16 A (SIMILAR FOR STUCCO BAND) ALUM. FRAME FIXED WINDOWS THIRD LEVEL F.F. _ +47'-1" 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, SEE DETAIL 9/A16 (SIMILAR FOR STUCCO BAND) SECOND LEVEL FP. +3N-3^ - _ 24' HIGH CAST KEYSTONES BY PINEAPPLE GROVE DESIGNS, LOCATIONS BY COMPASS ORIENTATION: NW-HELICONIA, N-PINEAPPLE, NE -GECKO, E-SONGBIRD, SE -WATER LILY OPEN GRILLE/ FRAME, NO GLASS. uu_ FIRST LEVEL F.F. - - +21'-5' \ 2 20 A-17 I I 6" CAST STONE TRIM, SEE 3/A-17 h \ ---- ,, 18 X 18 X 2" HERPAL STONE STREET LEVEL F.F. - SOLI CAST, 12' TALL, +8' O' JACCESSORY C)ILE BRONZE 24'X30' BRONZE SEE STUCCO HEL TICA NUMERALS � BUILDING PLAQUE. (BASE SCHEDULE WITH BRASS STAND-OFF 311D SHEET A-8 Y MOUNTING SYSTEM NOTE: THERE IS NO FREE Q STANDING MONUMENT SIGNAGE PROPOSED FOR THIS BUILDING. } Yn Z W F_ m Q NCA� N N U m y o ~Q� o ZQ -CI U 0o z aOov�i IW N U (L LLJ v Q F_- J Q Z = rm U 0 L'i J ce Q joO to W S LW m > DL Ul U m Lu Q W 0 2 (A Q C] D a Q _i Q W V) W U W Q �— 0 N ®� ~ 111 co D` Q O� W W U_ > a _J ►L J 0 UO ILLu~ac° F- LLJ 0 � Q CL LL Y m Y (L w O W 0 z o 'm L i= 1 w 0 z z w U) w m 0 y it Z U W a N � O N aO z © SEPT. '04 THESE P MD THE INFLI■.W Sf1VNN fl ff N N THE PIWI4■IT w f➢HW■ o1flEtBlS ■■DEY mcme:m PA W ■EPRDil MMIM D6 =FtES M 145E TfT&LF' ■ NEtE OR ■ P1"f 6 �.T PPD- menm ■mwur xemrtN PEI■6W00. COMM. NO: 040503VB DATE: 20 SEPT. 2004 BY: GVM/EPH CH'KD: PD SHEET NO. -9 OF 27 W 5/8' STUCC SEE 2/A-12 SEE SECTI WATERPR( MEMBRANE FOOTING F STRUCTUIZ TAIL AT RETAINING WALL sca FI 1-112" - P-O' PER SHT. A -I A l FAB CORNICE (48" IONS) BY FOAM tFACTORY INC. WI H AND SEALA AT BUTT TS WITH 3/8" THROAT. ALUM. RAILING — STUCCO OULDING- QFIXED SH TTERS APPLIED, SEGMENTED " STUCCO SURROUND 12 QENERAT'R BUILDINGB�' EE SHEET G-1 STUCCO SURROUND 8" WIDE X 1 1/2' THIC 2 EPDXY SET 5" X 5" VERTICAL POSTS PROVIDE EPS KNOCKOUTS AS REQUIRED. PROVIDE STUCCO WASH NO REINFORCING STEEL IN TOP CAP TO ALLOW FOR EP KNOCKOUTS. 8 X 12 X 16 CONC. BLOCK UNITS EDGE 5/8" STUCCO 2 2*5 BARS HORZ. IN SECOND COURSE FROM TOP. POUR TWO TOP COURSES FOR A 12XI6 TOP CAP, 1 1 tt5 BAR VERTICAL AT 32" O.C. R FULL WALL LENGTH, FILL WALL SOLID WITH 3000 PSI CONC. �.1 r . 7— U T .. TRIM AT DC ORS PER 6/A-18 ALUM. COWL BEYOND ALUM. FENCE AND GATES WITH HEAVY DUTY HINGES AND HARDWARE, SET POSTS IN CONCRETE (SUBMIT � , , scaLel lea° = I'-o' PLAN VIEW SC, 3"- 1'-0" A 2X4X 1/4'- 5 X�5 X 1144" IXIXI/4" / 2\ V FORMED METAL ROOFING PANELS WITH STONE CHIP FINISH CEDAR FASCIA +4T-I' '-- BRACKET TRIM, SEE 7/A-9 ALUM. RAILING, SEE 6/A-8 OL SECOND LEVEL F.F. +34'-3' STUCCO TRIM -- CAST STONE BALUSTERS, SEE 6/A-9 OL FIRST LEVEL F.F. +21'-5' j - 6" CAST STONE TRIM, SEE 3/A-17 — 18 X 18 HERPAL STONE J. STREET LEVEL F.F. R CAST ALUMN. BALL/CAP STAINLESS STEEL BOLT OR WELD ATTACHMENT =9 CAST SPEAR ( 21-00-444 EASTERN METAL SUPPLY) 5 X 5 X 1/4" VERTICAL MEMBERS. 2" X 4" X 1/4" HORIZONTAL MEMBERS I" X I' X 1/4" VERTICAL PICKETS PAIR AND A HALF STAINLESS STEEL HINGES PER GATE LEAF. NOTE, FENCE AND GATE ASSEMBLY MUST BE RATED FOR LATERAL LOADS DUE TO 140 MPH SUSTAINED WIND. /=\ N 0 A ^O Z a LLI m W a O� NO'o U N m N o ~Q� z0 1 Z w a O-0) o I aoto N U =n C_uj Z D m m >-m o z a xo ul w = W to > 0L J Q W V) V / 1_JL D 0 U uj Q o LL LL ®0 wrn d v� 0ai t_JL m W 2 W � U o! w U IL >>a J 0 LL U0 (~nC° F- U W O Of d O a Y a Y x C a w 0 Ld 0 z o 'm EJ` H= w Ex o z rl Z w w 0 y ce W M Z U E., W a - Z 0 SEPT. '04 . EsE PlNlS mD ME INFONI r4 SHOWN HEIiFJN N TIE PIAFtFIT a EIIINO g11ENBt5 BNLkY NE} MIS, PA M RUML OK U641DSUNES M USE Th1✓EDF W N1101E OS N m 5 �] Plm- NSDFD MifNplf WAlIFM 19C690N. COMM. NO: 040503VB DATE: 20 SEPT. 2004 BY: GVM/EPH CH'KD: PD SHEET NO. A-10 OF 27 FRI PRECAST CONCRETE CAP DETAILS TYPICAL WALL DETAIL NOTE, DESIGN DEPICTS WIND LOAD RESISTANCE FOR 140 MPH STORM EDGE OF FOOTING CO ISH SASE :AT ONLY) DIA. X 5'-0' LONG CONCRETE I �i 'r.®il■■■■lll■[�]■■■i■[]i■►H■i■■Ili■■1��� A 0 m [ial • DUMPSTER PAD 6'THICK CONC12ETE .B 12EINF012CED BA O.C. Lai i DROP -IN AT 6'-O" HIGH EACH GATE EACH GATES PLAN VIEW SCALE, 1/4" - 1'-0' (SEE SHEET ASP-1 FOR LOCATION) CAST ST( LARDS i '.TE N 6'-p• i HIGH' r � 16 16" COL BLOCK t 1 W/ t3> tt5 VERT. 2 3 A -I I 8"1 10NC. BLOCK WALL IJ V GK I Il Ef L 2 FILLED CELL 2 DTING TO PAT 36" O.C. :16' COL. BLOCK (3) tt5'S VERT. A-i3 CAST CAPS (WELDED) 3X3XI/4' ALUMINUM .-� TUBE TOP RAIL, BOTTOM RAIL, SIDES AND ONE DIAGONAL 'I DIA STA BOLT W/ WA! LOCKOUTS 1/2" DIA. ST. STL. 2-1/2. EXP. BOLTSa -�� 1) ,O STL. AND HINGE DETAIL (TWO PER GATE) 3 SCALE: 3" - 1'-0" EMERGENCY OVERFLOW OUTLET NOZZLE, CAST BRONZE WITH STAINLESS'STEEL BIRDSCREEN, MOUNTED AT 10'-O" A.F.F. AT BUILDING WALL BEYOND STUCCO CORNICE 0 j PROVIDE X-BRACE IN FACE PANEL i 3' RETURN LEG i 114' X 2" ST. STL I 4'O• MASONRY SCRS (TYPICAL FOR 6) ;O \ o °T. CLEAT W, I \ ///� \ S.S. CONSCREWS I \ ✓/ 0 8" O.C. ° /\A �� DETAIL o TOP cr)3" RETURN (TYPICAL) _ SET VERTICAL LEGS \ IN CONT. BED OF SEALANT 4 VENT WELDED SEAM BEY I I (TYPICAL) I" X P' X 1/8' ALUM. ANGLE STIFFENER SIDE OF Co \ _ i NOTE, VERIFY SIZE OF INTAKE VENT AND i / ONE-PIECE, 32' WIDE X 50" TAU-, 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. ADJUST LENGTH OF COWL AS REQUIRED TO HAVE A MIN. OF 6" OF COWL BEYOND THE ENDS OF THE INTAKE VENT AT EACH END. } Li m (n a �o u)°'o Q N N W)d m N N m o h- Zp I Z W Q c�i O - CI 0 SON a �` ^ J U N CL _ FW- J Q v Z >- m W —I a Iwo mWx W co > 0- INTAK COWL ISOM. I SCALE, I"=1'-O REF. SHT: THIS SHEET Q W V) 0 W r12 METAL ROOFING WITH STONE CHIP FINISH t- 12 STAINLESS STEEL FASTENERS ^, T EDA12 FASCIA I" INSERT STAINLESS STEEL MESH D • ■��11 I II���11 I Ii�H!�111 IIIHHH:11 � 11�H�11 � I�o��l■HIHCs®sHt: ALU r. RAILING FOAM W/ INTEGRAL STUCCO MOULDING SHUTTERS AS BIRD SCR N FROM THIS SIDE O U uj o (o i� m O J n cc OZ z� 5—W SEALANT BED AGAINST o \, O Q m MASONRY WALL QV, JsL � U Q � Z 5/8" STUCCO W U (D at CAST BRONZE DOWNSPOUT NOZZLE WITH THREADED U i > d FOURTH LEVEL F.F. OUTLET AND FLANGE TO SECURE NOZZLE TO WALL 1- +59-II' AS MANUFACTURED BY WADE P/N 3946 OR APPROVE /( %(j O I EQUAL V O (7 N� f AI 9 A 16" MATCH DETAIL 4 V ZINC CONTROL JOINT (TYPICAL) SCALE N.T.S. REP. SHT, THIS SHEET A-11 SEE STUCCO ACCESSORY 0 SCHEDULE, SHEET A-8) o_ tL THIRD LEVEL F.F. +4T-I' am — — — — — — — — — — — — — — — — — — — — 2 YY TOWER BEARING +80'-5" RA :O FRIEZE ROOF LEVEL TOP/SLAB 'LIED, SEGMENTED CCO TRIM, MATCH TRIM DETAIL 2/A-16 — T__ -_ - ---S CRR CO SURROUND — ex , �- NO TRIM AT THESE THREE- -'- - _ - - _ GENERATOR/SLAB - - GENER-A BLAST RELIEF WINDOWS +10'-6" --------rrI- RE vviIII wICC --1- L- --_�-1 ---I- 1--------U— -10 _ — — — — — — — — H REQUIRE STORM SHUTTERS) 8'- ' HIGH ALUM. SECURITY FENCE ON TOP OF 12' WIDE COI WALL VVEST EL ' 'DTI SCALE; 1/8" = 1'-0" E Elf z U W Z LLI a o LEVEL F.F. © SEPT '04 hIME r MO THE WENN1Wi0N SN°NN HMN A THE N�mr OE WINK DWrt Ds 9M NiANQM PA IIA RD W N5. 6 DIPNE3 qi IAE ll J N N1NfE N2 N PM2! N NOMES9.T P(6 H91RD NIXM NItlIiEN � COMM. NO: 040503VB DATE: 20 SEPT., 200 BY: GVM CH'KD: PUD SHEET NO. A-1 I OF 27 VINYL CONTROL JOINTS f) STEEL FRAME INFILL MASONRY TYP. STUCCO COLUMN MASONRY COLUMN STUCCO TRIM SIM. it 70. TO DETAIL 2/A-16 It of 6" CAST STONE CAP TRIM 18" SO. HERPAL STONE VENEER 5/8" STUCCO FACE/STRUCTURE ZINC STOP POLYURETHANE SEALANT ALUMINUM PRESSURE BAR BEHIND FRY FLASHING SYSTEM (FASTENERS AT 12" O.C.) FIBER CLOTH #57 STONE (J -U00000 O0 00 0 0 00 00 Oo a�'o 0�0000 �� C 0 0 0 047 00 PVC 09o00 00 Dry 0 o rl0 0O 0 EDGE OF (SEE STRUCTURAL BALCONY DRAWINGS) I COLUMN BASE PRECAST TWO-PIECE COLUMN WATERPROOFING I-I/2X3/4" MEMBRANE O — DRAIN TRACK I DRAINAGE PIPE %.......11 9" BASE SCHEDULE 40 PER SHEET A -I `� �� 8" TOP RAIL ------ Q BALLUSTE12 BELOW NOTE! BASE AND RAILINGS ARE NOT CENTERED PLAN VIEW _ _ ON ROUND COLUMNS TO ALLOW DRAIN TRACK VERTICAL PVC a DRAIN CLEA ANCE DETAIL TYPICAL FLAT ROOF SYSTEMS FULLY ADHERED FIBERTITE SINGLE PLY ROOFING MEMBRANE OVER CELCO12E LIGHTWEIGHT TYPICAL TOWER ROOF INSULATING CONIC. (MIN. 2" COVER THICKNESS) ON FORMED METAL ROOFING PANELS WITH STONE PERFORATED E.P.S. RIGID INSULATION (MIN. 3" CHIP FINISH INSTALLED PER MAN THICK AROUND DRAIN SUMPS, STEPPED TO 4" ALL OTHER AREAS. AVERAGE R-VALUE FOR ENTIRE SPECIFICATION OVER MODIFIED SELF-ADHESIVE -. -Is ROOFING MEMBRANE ON EXT. 5/8' FIRE ROOF SHALL BE R-19 MIN.) o i `� RETARDANT PLYWOOD SHEATHING ON PRE-ENGINEERED COLD FORMED GALV. METAL I� 7 1� TRUSSES AT 24" O.C. I I — i 4 4 SIM. I TOWER BEARING ® 2'-0" 1 ALUM. ACCESS I. f - +80'-5' PANEL NO BRACKETS THIS SIDE -� - - 22 - CI DETAI 2/A-6 e z A-17 �'-- ---� � F 16 ROOF LEVEL TOP/SLAB ___ __ ._ �"� OVERFLOW SPOUT -- ---' --- - - - - - - - - - - - - - - - - - - - - -- (SEE DETAIL4/A-II) Q2 ------------- ----------- TYPICAL FLOOR 'SYSTEM- O LL O Q iD 12" HIGH TATE ACCESS FLOORING SYSTEM OVER t4 m - CONCRETE BALLUSTRADE/ CONCRETE SLAB, JOIST AND SOFFIT BEAM SYSTEM - LE `� GUARDRAIL (SEE STRUCTURAL DRAWINGS) Q 1 1 ` FOURTH LEVEL F.F. - - — +59'-II' 1 ---- — — — — — - AI6 ---— IL m -16 O LL Q p� N I ALUMINUM m GUARDRAIL Q THIRD LEVEL F.F. - --- ` +47--1- I 1 I 1 7--------------- ` ------------------ ------ --0-- ---- IL Q 16 SIM TYPICAL EXTERIOR WALL 5/8° STUCCO OVER 8' CMU WITH O-, co DU12-0-WALL LADDER TYPE Lc ` m Q U) ��■��E!t!Im I�I�I 0 QPR VI E S 'LF-STI K '^ BITUTHENE 3000 WATER- ---------------------------------------------- -------------- -- Li --------- m O IL Q i N O J LL N \ LL - m Q m -------------------------------------------------- ------- �- m- s STREET LEVEL FLOOR SYSTEM, 4" SLAB WITH W.W.F (PER STRUCTURAL I m b .1 Q y) A -I LL 1 DRAWINGS) ON 10 MIL VAPOR RETARDER ON m � COMPACTED POISONED SAND FILL. Q co PROOFING MEMBRANE AS MANUFACTURED BY GRACE CONSTRUCTION PRODUCTS, i-407-897-7171 ORLAND0 FL A-Iz FROM GRADE TO TOP OF FOOTING (PRIME CONIC. PROVIDE 4" PERFORATED WALL PER MFR. DRAINPIPE IN GRAVEL SPECIFICATIONS) SURROUND, HOOK INTO STORM DRAINAGE SYSTEM BUILDING SECTION SCALE; I/8''I' O° REF- SHEETS A-9, A -II 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. 0 NORTH) COLLONADE ELEVATION ALUMINUM HORIZONTAL REINFORCING AT GUARDRAIL EVERY OTHER COURSE. FILL ALL SECOND LEVEL F. CELLS WITH CORE FILL 500 FOAM - INJECTED INSULATION. INTERIOR +34'-3' SHALL RECEIVE 5/8' GYP. BD. ON 1-1/2" I /-3\ MTL. FURRING AT 24' O.C. I I I I' CONCRETE BALLUSTRADE/ e GUARDRAIL ol (/ FIRST LEVEL F.F. +21'-5' - - CONTROL JOINT .f• PER SHEET A-8 SCHEDULE STREET LEVEL F.F. Ae w Z w mW a =)t NNO v) N LA W) mN o zoi ZV) U Q w tO O Lo N U IL LAJ a `� Z >- CO - D J I Q w moz to w 2 w (D > d J1Onnli �anm k1 1un................m �I� �n�ItlI�I�IIIIIui CY O U r 0 Dt LL LL N OozZ )- z6.1 o �� ::)>M O a� Ug Q[ m W z 8 W W � �� U .JE -i>a J06 Uo N°° 1- U W w O IL w a Y U C a w O F I.D z o � m � w z z I m o 0 z 0 N N N U La Z I o a 0 © SEPT '04 T m PUNS uro I TIE INiOflEM 91ONN HENFJN /dQ iNE PI66DY R EDNFO DI[ DM a ff Nlo.lFa6, PA N RUMMUCIM D6CIDBJ1t6 ON UK INk w N N w 6 w 6 6PDF�Y PWD- H® wmiw wmm PEAb91011 COMM. NO: 040503VB DATE: W SEPT" ZXU BY: GVM CH'KD: PLID SHEET NO. A-12 OF 27 IOR CLG. / z PROVIDE SELF -STICK 6ITUTHENE 3000 WATER- PROOFING MEMBRANE FROM GRADE TO TOP OF FOOTING (PRIME CONC. WALL PER MFR, SPECIFICATIONS) 3-5/8" 20 GA. CEILING AT 48" O.C. FRAMING W/ SAME: GAUGE VERTICAL CONNECTIONS TO UNDERSIDE OF SLAB AT 48" O.C. 7/8" GALV. HAT CHANNELS AT 24" O.C. SECURED TO STEEL FRAMING 3/4" STUCCO ON HI -RIBS GALVANIZED LATH FOR LIGHTING LOCATIONS GROUND VINYL JTROL JOINTS ENDED LIGHT FIXTURE LIGHTING PLAN) BARREL VAULT r AT WINDOWS I 'FACE OF STUD TO SN WITH 11/2" FURRING FLOOR BEAM ALPRO SUSPENDED ALUMINUM CEILING, PROFILE "A" (SATIN FINISH) WITH AVIAR SUSPENSION SYSTEM AND APT-6 CURVED PERIMETER TRIM, STRUCTURE 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 C CLEAR OF ACOUSTICAL INSULATION ON ALL SIDES MTL STUD FRAMING (22 GA) _---- 1-`I ----------- ---------------- O , Q ------------- TYPICAL — — — — ---- — ------- ------------ O j DOOR ❑❑ ASSEE?MBLY ❑❑ a — — — — — — — — — o� - — — — IL ti (;, — — — — — — — — — ED a — — — — — — — — — — — — — (�❑ LJ — — — — — — — — — — — — — — -- — — ti - In ❑� a U) — — — — — — — — — — — — — 0._ — — — — — — — — — — — — — — — — — — — — — — — — — O tL a I N \ Q Lc N \ 1L — m a LLm 04 cn LL (D a J F. STREET LEVEL DOOR SYSTEM' 4" SLAB WITH W.W.F (PER STRUCTURAL DRAWINGS) ON'10 MIL VAPOR RETARDER ON COMPACTED POISONED SAND FILL. PROVIDE "TED DRAINPIPE IN GRAVELI' I L ^ d ®I V A SURROUND, HOOK INTO u �V STORMWATER SYSTEM AT SCALE, 1/8"-1'-0' REF, A-1 TWU A-7 A-13 N.W. ROOF DRAIN LEADER (LOOKING NORTH) i EXCEPT FOR THE GRAND LOEIBY, REFER TO "ID" SHEETS FOR INTERIOR EU=VATIONS. BUILDING SECTIONS ARE INTENDED FOR GENERA REFERENCE ONLY, NOT FOR INTERIOR INFORMATION. OPEN - STUD CAVITY WALL / 1114 CABLE-SUSPENDED FLEXIBLE RAIL TRACK FOR SPOTLIGHTS (SEE LIGHTING PLAN AND REFLECTED CEILING PLAN) COUNTY EAL GYP, BD. (TYP.) (SUPPLI AND lNSTALLE D SET FACE OF STUD TO BY OWN ) ALIGN WITH 11/2' FURRING AT FLOOR BEAM AI2 TRIM BY PINEAPPLE b ; GROVE DESIGNS N GYP. BD. (FUTURE to PANORAMIC MURAL) W WIDE SCULPTSTONE v FRIEZE BY PINEAPPLE GROVE (IXORA DESIGN) 18" SO. TRAVERTINE MARBLE WALL (FILLED) 7-1/4' MANUFACTURED STONE BASE. SEE DETAIL 5/ID-9 FOR PROFILE 12 7 T FIELD I 2 2 TYPICAL TOWER ROOF' FORMED METAL ROOFING PANELS WITH STONE CHIP 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 +72'-9' �] OL FOURTH LEVEL F.F. , 'r +59'-II' THIRD LEVEL FF. OL +47-I' TYPICAL EXTERIOR WALL, 5/8" STUCCO OVER 8" CMU WITH DUR-O-WALL LADDER TYPE HORIZONTAL REINFORCING AT 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. +34'-3' r FIRST LEVEL F.F. +21'-5' STREET LEVEL F.F. An Y a � Z w in (,6 O F inm a NO'o N N m N coo H Q 4 a C Zo l Z U O-w W O tD Z a < �V-^ N U (L 0 �av Z m: Ld m to -) Q xx0 0 mw= w to > a U w a W 2 (DD Q U D Q Q Q w in W 1_.IL D O U uj Q O 0 o z Fz p �> J Oar ,^L,5 Ug� 1_JL [n W K U WU UDfw 1 >a J U- _10� UO (noo H C) w O � O CL L� m IL Y C a uj 3 0 .d Ld 0 z o � i w nf m z O Z N N N of w z Q � � o N 0 Z © SEPT, '04 THESE PENS um THE INF9MMI SHQNN HEHEIN M THE NOPEFIt v um owe" WKV NA RUM PA AND CIS, OSf%A9 ES MUSE T191FOF N M w N w 5 Oa y fl0- www wmw WlpfRN PEIOpS m COMM. NO: 040503VB DATE: 20 SEPT., 200 BY: GVM CH'KD: PLID SHEET NO. A-13 OF 27 FRI L CROSS -TRAFFIC PROTECTION u BARRIER PER ADAAG GUARDA I I""� (STRIE TI LEVEL) 2' SO. S.S. GUARDRAIL 1 1/2" O.D. S.S. 2" SO. S.S. GUARDRAIL :DUAL EQUAL HANDRAIL 1 1/2" O.D. S.S. HANDRAIL OPEN I OPEN 112 1 IV FLOO — Il u ELEVATION VIEW 1/2' TEMP. GLASS PANEL u W/ TYP. GLASS CLIPS SIDE VIEW (STAIR 1, FOURT GUARDRAIL LEVEL LA DNGH 2\ SCALE, 1/2'-1'-0" REF. A-14, A-19 N62y 2" SO. S.S. GUARDRAIL 3" 1" SO, S.S, PICKETS HANDRAI (6:S.S. 2 SO. S,S, GUARDRAIL 3 7/8' 1 1/2" O.D. S.S. FIB\ HANDRAIL O �O I io in Li I u uP ELEVATION VIEW 2' SO. S.S. RAIL SIDE VIEW GU'1RDR!'"'1 I L LA D(STAI NG)FIFTH LEVEL SEE DETAIL 2/A-13 FOR CLG. FRAMING PLAN. SEE DETAIL 3/A-13 FOR CONTROL JOINT LAYOUT. FOAM FACTORY UIOI TRIM STUCCO CEILING ON STUCCO ON HI-RIBB GALVANIZED LATH VINYL CONTROL JOINTS REP SCHEDULE ON SHT. A-8. TYP. STUCCO FINISH OPEN ALUM. FRAMEWORK SPRAYED ICYNENE INSULATION 5 1/2" NOMINAL (R-20) TO UNDERSIDE OF Q DECKING AFTER CEILING 2 FRAMING IS IN PLACE. VINYL CONTROL JOINTS PER SCHEDULE ON SHT. A-8. 36" SO. PINEAPPLE GROVE MEDALLIONS, ONE PER FACE OF A-173 OCTAGON, PINEAPPLE, GECKO, PALMATE, HELICONIA, PINE, WATER LILY AND SONGBIRD DESIGNS. 6" CAST STONE TRIM 18" SO. HERPAL STONE TILE X 2" THICK 5/8' EXT. FIRE RETARDANT PLYWOOD ON COLD FORMED STEEL TRUSSES P.TIX3 FIRE RETARDANT STRIPPING AT 16' O.C. 6° FIBERGLASS BATTS STAPLED TO I X 3. PROVIDE ONE LAYER OF 5/8" I 2 MOISTURE RESISTANT GYP. TYPICAL FLAT ROOF SYSTEM, BD. W/ TAPED AND MUDDED FULLY ADHERED SINGLE PLY 1200FING MEMBRANE JOINTS, ON BOTTOM CHORD TYPICAL TOWER ROOF: OVER CELCORE LIGHTWEIGN INSULATING CONC. OF TRUSSES. FORMED METAL ROOFING PANELS WITH STONE (MIN. 2" COVER THICKNESS) ON PERFORATED E.P.S. CHIP FINISH INSTALLED PER MANUF. RIGID INSULATION (MIN. 3' THICK AROUND DRAIN SPECIFICATION OVER MODIFIED SUMPS, STEPPED TO 4" ALL THEW AREAS. SELF-ADHESIVE ROOFING MEMBRANE ON EXT. AVERAGE 2-VALUE FOR ENT) E ROOF SHALL BE I 5/8" FIRE RETARDANT PLYWOOD SHEATHING 2-19 MIN.) ON PRE-ENGINEERED COLD FORMED GALV. 12 AT 5 METAL TRUSSES AT 24' O.C. Q2 FIELD la 7 S.A.T. CEILING AT COFFERS I AVG. RO F HIS . _F ILTFAC DSIMILAR, a FOIL FACED R-19 BATT (o v a OVERHANG ASSY. R-19 BATT INSULATION 16 6 ON MASONRY INSULATION. ° WALL TOWER BEARING l J rn 6 ' J +80'-5' N A-17 UNOCCUPIED SPACE io GYP. BD. SOFFIT I e i0 _ . ON MTL. STUD FRAMING 3'-O'l O L. ,,.) 3-OOL " ROOF LEVEL TOP/SLAB +77-9' I m I 0 IL O Q TYPICAL FLOOR SYSTEM a D ❑❑ ❑❑ F� n 12" HIGH TATE ACCESS FLOORING SYSTEM OVER a — m CONCRETE SLAB, JOIST AND SOFFIT BEAM SYSTEM f —�� ❑ �❑ \ILI e Q (SEE STRUCTURAL DRAWINGS) I ❑ c'n / FOURTH LEVEL F.F. +57-II° DETA - - x------------------- ITSCALE,1.m1.-0. J N_ 0 0E El L �m ❑ HIE Jn THIRD LEVEL F.F. p +4T-I' _ PROVIDE SELF -STICK BITUTHENE 3000 WATER- PROOFING MEMBRANE FROM GRADE TO TOP OF FOOTING (PRIME CONIC, WALL PER MFR. SPECIFICATIONS) ---------- — — — — — — — — — — ®� m STAINLESS STEEL AND Q ®TEMPERED O GLASS RAILING N SYSTEM ON CONIC. STAIRS, ti Q2 SEE SHEET A-18. 0u jmz — — — — — — — — — — — — — — — — — — — — — — k — -- m — — — — — — — — — — — — — — — — — — — — — — — Q L- —1 Q co 9 N Lc � m a (__,:, In I — - - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — ------I-- m b Q STREET LEVEL FLOOR SYSTEM, t_v 4" SLAB WITH W.W.F (PER STRUCTURAL LC DRAWINGS) ON 10 MIL VAPOR RETARDER ON m Q COMPACTED POISONED SAND FILL. N PROVIDE 4" PERFORATED DRAINPIPE IN GRAVEL SURROUND, HOOK INTO SCALE, 1/8'-1'-O' REF A-1 (LOOKING NORTH) — — — — — — — — — — — — — — — OCTAGON TOWER EXTERIOR WALL, ❑❑ ❑� 5/8" STUCCO OVER 12' CMU WITH DUR O-WALL LADDER TYPE ❑❑ ❑ HORIZONTAL REINFORCING AT EVERY ❑❑ OTHER COURSE. FILL ALL CELLS WITH CORE FILL 500 FOAM INJECTED SECOND LEVEL F.F. INSULATION. INTERIOR SHALL RECEIVE — — — — +34'-3' 5/8" GYP. BD. ON 11/2' MTL. FURRING o \ 24" O.C. ROTUNDA CEILING+ 1O 3/4" STUCCO CEILING ON HIGH -RIB GALV. LATH ON 3 5/8" PF w7) I l 2 22 GA. FRAMING AT 48' O.C. (SEE DETAIL 2/A-13. -17 I I I FIRST LEVEL F.F. +21'-5' I ❑ EL ❑ l I ) ROTUNDA WALLS SHALL STUCCO _ WITH APPLIED TRIM, MEDALLIONS I I J AND A CAST STONE WAINSCOT _ J WITH CAP TRIM (SEE ENLARGED ELEVATION 4/AI4 THIS SHEET) I � I I I STREET LEVEL F.F. +8'-O" — — — — — — — — — — — — — — — — / Ia -la } W Z_ a w m H w w Q to 0) 0 N _ m N o ~QI zol Za W U O � W o a0N Q � �^ N CL — 0 w H Q Wv — Z = >- m `t Q�w0 N W 2 W >13- m ui V / 1._IL O U W U 0 LL 0 U O z N Z i0 � > O Q e �m W� U W j _J U E o -1 O oo F- U Ld 1 o: a. O t� Ill a Y 0 w LLI 0 0 z 12 M 1 0 w z I o0 (n 0 n En N EE W IX j w Q (a La r _ o z © SEPT 04 THEsE PIAN6 Aw T E INMIW Mi 910'tlN HMN M 1 E PRMPERH' w mUlO OR EMiII ®EOtY Al'"mS PA NA R0lROOIL7M DMIMIR6 OR M TiMmF M M M N MIT 6 OPRMY PRP- HBMfL WITHOUT WTMTR.N PWNESIOH. COMM. NO: 04050SVB DATE: 20 SEPT. 2004 BY: GVM CH'KD: PIA SHEET NO. A-14 OF 27 A 040 ALUMINUM RIDGE AND EDGE FLASHING W/ CONT. CLEAT, RADIUSES PER MANUFACT 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 1 I � � 3/4" STUCCO ON SELF FURRING GALV. METAL LATH ON 3OU FELT ON ON 5/8' DENS GLAS GOLD SHEATHING PROVIDE ZINC CONTROL JOINTS AT 60" MAX. O.C. VERTICALLY NOTE, IF 5/8" 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" O.C. AT EAVES I A 1 1 1 1 CONNECTION AS PER BEAM CAP PERJ)AW7 STRUCTURAL DRAWINGS STRUCTURAL D - - - - 3 3 1/2" MIN. CANTILEVER (OF STEEL TRUSS r IL AT RADIUS QOOF I'-n" DFF TUM CUFGT EDGE IS A I CONDITION ZINC CONTI JOINT "a." I SCHEDULE SHEET A-8 TAIL 7 3/4' STUCCO �✓ �i4 Z' 3/4' STUCCO' VENT 5/8" STUCCO VINYL CORP 2° STANDING SEA METAL ROOFING SYSTEM ON 22 GA. GALV. DECK SECURED TO COLD VENTED DRIP FORMED STEELTRUSSES FORMING A CURVED ROOF PLANE. SET TRUSSES TO PROVIDE SCREED # DCS75-200V MAXIMUM SPACING OF 24" O.C. AT OUTER RADIUS/OVERHANG. W/ 3/4" GROUNDS 22 PROVIDE A 60 IL HI -TEMP PEEL AND STICK METAL UNDERLAYMENT AS MANUF. BY n C TEMPKO G12AC OR GAF. BATTEN CENTERS SHALL BE PER DETAIL 7/A-17 AT 12" O.C. AT DETAIL AT RADIUS POOI 5 THE TOP TO P12OX 16" O.C. AT THE D IP E G . ULL REF. THIS SHEET A-15 BACK SIDE OF TRUSSES SHALL RECEIV 3/4' STUCCO ON GALV. SELFFURRING WIRE LATH ON#30 FELT ON 5/8" PROVIDE ONE LAYER OF DENS-GLAS GOLD SHEATHING. 5/8" GYPSUM BOARD WITH TAPED AND MUDDED JOINTS, ON BOTTOM CHORD OF TRUSSES ZINC CONTROL JOINTS 4 AT 60' O.C. MAX. PACING b SIMILAR O A O -117 REVERSE a-17 IL UNOCCUPIED SPACE — — — — - ��/ — — ' A-7 Ilk I —� I—►r 1 t-1 rI r� r--i r� r-- r—� ------- ---- � m ONE O HOUR NLL i \ WALL LL - m Q I � I - - - - - - - - -- --- - - - - - - ONE 0 tL Q HOUR % LL O co WALL _ m - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- m Q LL ® Q ONE J HOUR r W WALLInn N - - - - - - - - - - - - - - - - - - - - - - m ONE ® LL O Q HOUR N tc 7 WALL IL _ m ------- ---- - -- --- ---- ----------------------- IL m i ONEa OUR Lo_ WALL SEE STRUCTURAL PLANS FOR FOUNDATION SIZES BUI SCALE, I, REF- A-1 THRU A-7 (LOOKING WEST) I I I I I I I I I I .__ 66 i MET, 1 15 - 3/4" STUCCO I 1 - ,6 SIMILAR I I _ \ 1J, TOWER BEARING 2 I I +80'-5" .6 --- FURRED -OUT GYP. BD, CONT. TO CONC. DECK FOR ELEVATOR PIT, SEE STRUCTURAL, VERIFY [ ELEVATOR REQUIREMENTS W/ ELEV. MFR. F CLEAT M METAL ROOFING PER SPEC. SECTION 07512 (FORMED METAL ROOFIt PANELS W/ STONE CHIP FINISH)-� DOUBLE P.T. IX3 STAINLESS BRADS AT 16" O.C. z AIR FLOW Lu 24 GA. ALUM. +I WATE12DAM W/ CLOSED ENDS SEAL / PRIME THIS LEAD EDGE OF PLYWOOD VINYL CORP. VENTED SHADOW REVEAL (SLIP JOINT) =RS75-IOOV W/ 3/4' GROUND 5/8' EXTERIOR PLYWOOD J 'I DETAIL AT RADIUS SCALE, FULL REF. DETAIL I/A-16 )W SPOUT AIL 4/A-I1) Q TOTAL HEIGHT OF FURRED - OUT GYP. BD. FROM DECK FOURTH LEVEL F.F. OL THIRD LEVEL F.F. +47-1' SECOND LEVEL F.F. +34'-3' OL FIRST LEVEL F.F. +21'-5' 3 - 5 I 1 J� STREET LEVEL F.F. FOOTINGS PER STRUCTURAL SEE DETAIL 2/A-12 FOR WATERPROOFING NOTES CARRY BELOW ADJACENT PAVER BRICK v DETAIL AT SCALE, 1-1/2" - 1'-n' 2FF TL 5/8" EXTERIOR PLYWOOD 12 7 ENGINEERED TRUSSES AT 24" O.C. POURED SOLID TOP COURSE W/ 1 #5 BAR CONT'S. ,�PPIECAST 24' LONG CONIC. CAP o COLOR, CREAM MORTAR SET. CUT AS REQUIRED FOR RADIUS COLOR CLEAR THROUGH SPLIT FACED MASONRY BLOCK COLOR MED, BROWN MORTAR, GREY u5 VERTICAL AT 32" O.C. FOOTING TO CAP W/ CONCRETE FILLED CELLS BRICK PAVERS ON 2' SCREENINGS AND COMPACTED SAND .F 3 w _j `1 a _ a W _Zcn m Ld a to Wcy) (A Q N La N M y o S F- It Zap1 Za w o U O E a- O ED J N 0 U ems^ Q J Qv <m Z V W mo0 W (o>a Il all !09;" � nnuun, .,��n�IIIIIIIIpINu���. ��III�ImI�IIINlllllAUl Q W N O U 1 0 o ILL OZ ZWd 7) M 0QIT_' cy m W 28 WW U_ J lL _j > a -j O (J 0- LL F- U w 0 O m a Y x a 0 � 0 m 0 CK m w o O z 0 N cn Zn it i Lo = to a - - o z © SEPT. '04 1 ME RAliS AND TIE INF9NIM 910NN HENEIN A TIE PA N a DMU DIOID6'S �Y A�NB:IS, PA Alp 6, q 6 nM ON IIN: "sm N w Ot N Pea 6 DmRERZY PIID- NNDD NDpUf NLDDI PETOlsION. COMM. NO: 040503VB DATE: 20 SEPT., 200 BY: GVM CH'KD: PLA SHEET NO. A-15 OF 27 9 SEE ALSO DETAIL 4/A-12 FOR CAST STONE RAIL CONNECTION TO ROUND COLUMN SLOW CONC, SLAB 4 -d d 4 4 NOTE, DRAIN TRACK TYPICAL AT LOLL BALCONIES PLACE WELL OILED P.T. IX2 BUCK STRIP INTO EDGE POUR FOR CONTINUOUS DRAIN TRACK, DO NOT CORE DRILL THROUGH ASSEMBLY TO INSTALL PVC DRAIN SLEEVE. INSTALL FIRST LEG WITH BALCONY POUR COLUMN BEYOND WEEPS AT 24" O.C. A-16 NOTES 2 A-16 NOTES 5 A-16 NOTES BALCONY EDGE (LOW) SCALE: 1-1/2"=1'-O" REF. SHT: A-12 VINYL CORP u6675L VINYL 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 �I/4" THROAT STUCCO MORTAR SET RIDGE CAP BOTT. EDGE OF ZINC CASING 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 -TA E v ROD AND SEALANT EDE TAL 1114 ZINC CASING BEAD (9.) OR 113YSTEM a p c� ALIGN EXACTLY W/ +� - BOTT. OF BALC. SLAB MTL. TRUSS 4 4 d ZINC CASING BEAD (g.) 4 d . 42' AT 48' O.C. STUCCO STOP, 1/4' BACKER ROD AND SEALANT SLOPESLOPE 5/8' E 3/4"CHAMFER (VINYL CORP. J-BEAD) � (TYPICAL) VERTICAL CONTROL COf-6' JOINTS THIS FACE ALSO---,. d 4 9" THICK, FOAM 4 da d 4 cO FACTORY CUSTOM 9 FOAM BRACKET WITH 2" DOUBLE THICKNESS 3 O 4" R. CORAL STONE ZINC A-16 - URETHANE FINISH. CORNET BEAD NOTES PVC COUPLING N•. - 3" R• STUCC 91 SCALE 1-1/2"=1 N DIAGONAL BRACING AT ±48" O.C. 2 A-16 NOTES — 3/4" DIA. PVC + EXTENSION T SEE STRUCTURAL PLANS FOR �+ CONNECTION DETAIL I'-2 3/8" 6 BALCONY EDGE (F20NT) / 5 A-16 SCALE: 1-1/2"=1'-O" A-16 REF. SHT: ALUM. GUARDRAIL SEE 5/A-16 NOTES SLOPE 5/8' FOR DRAIN TRACK 4 I I II I t di CONC.SLAB a a TV( d d d dl .i ZINC CASING BEAD, 1/4" JOINT, B.R. £ SEALANT NO STUCCO AT CEILINGS. PROVIDE SKIM (FILLER) COAT TO LEVEL FORMING VOIDS PRIOR TO PRIMING AND PAINTING.-' VERTICAL CONTROL JOINTS THIS FACE ALSO - A-12 STEEL BEAM (SEE STRUC'L) STEEL TUBE (SEE STRUC'L) - GALV. MTL. TRUSS a MATCH DEPTH OF TRIM I D G E a 7/8" AT BALCONY EDGE 1 q SEE DETAIL 3/A-16 SCALE I-I/2"=I'-O" REF. SPT1 A-12 A-16 4,6 ZINC CASING BEAD ALUM. GUARDRAIL a' 4 W/ 7/8° GROUND�h� C012E DRILL EPDXY SET AND DRAIN 3/4' CHAMFER TRACK SLOPE 5/8" a (TYPICAL) 4 d ZINC CASING BEAD PER Q a p PER SCHEDULE SHT. A-8 I I CONC. SLAB a ITEM i7 i 4 8' d 4 � �'-3 5/8'' 5/8" STUCCO ON MASONRY X. ZINC CORNER BEAD (0� CAST -IN 1 1/2 RAIN DRIP + 3/4' DIA. PVC SCHEDULE 40 RAIN DRIP O I`I/4" DRAIN PIPE AT 48" O.C. D BAND (SCHEDULE. HEET A-8) (� SORY ZINC CASING BEAD, �\ i/4' JOINT, BACKER D" REF. SHT: A-13 A-16 ROD SEALANT 3/4" STUCCO 5 N BULLNOSE VINYL /�_I� N 2 CASING BEAD A-16 3/4' GROUND =667tIII 58 NOTES BY VINYL CORP. NOTES �+ � DIAGONAL BRACING TYP. DRIP FLASH. AT ±48' O.C. SEE I/A-16 SEALANT ,•� . •,.• �I/2" EXTENSION 2XI2 R.S, CEDAR FASCIA 3/4" STUCCO ON HI H-RIB _ GALV, LATH - - CONT. ETAL RIDGE FLASHING -CONT. 3" VINYL VENT/ SCREED #CS75-300V B - VINYL CORP. I 1/4" '•: VINYL CASING BD. 1/4" JOINT, B.R. E SEALANT 3/•4' STUCCO 3/4" STUCCO ON GALV. METAL LA OVER 3Ou FELT ON 5/8' DENS-GL/ SHEATHING ON 3 5/8" GALV. META TRUSSES ® 24" O.C. (TYP. MANSA121 3/4" CHAMFER OVE2NANG DETAIL 4 (TYPICAL) SCALE: I-I/2"=1'-O" REF. SHT: A-12 A-16 RAIN DRIP 3" R. zo A FOAM FACTORY 2 CUSTOM SHAPE FOAM TRIM W/ 3/8' DOUBLE "TUFF COAT" FINISH (TYPICAL) DIAGONAL BRACING AT 32" O.C. 2 A-16 NOTES 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 r GALV. LATH ON MTL STL PER STRUCTURAL DWG': � 2 A-16 , �— : •; NOTES ++ / I T NOTE STUD FRAMING SHALL BE LOCATED SO THAT THE STUCCO FINISH IS FLUSH WITH THE STUCCO I'-3 5/8" COLUMN BEYOND. VERIFY FIELD CONDITIONS AND ADJUST AS REQUIRED. Low A2Ck-I SCALE: 1-1/2"=1'_O" REF. SHT: A-12 A2CI-I UPPE2 BALC SCALE: 1-1/2"=1'-O" REF. SHT: A-12 TYPICAL ROOFING ON CF-LCO12E W/ STEPPED, PERFORATED E.P.S. INSULATION 4 BALCONY EDGE (WEST) / 7 A-15 SCALE, 1-1/2"=1'-O" REF. SHT: A-12 A-16 2 POLYURETHANE SEALANT ALUMINUM PRESSURE BAR BEHIND FRY FLASHING SYSTEM (FASTENERS AT 12" O.C.) A 12 �7 T 5/8' EXT. FIRE RETARDANT PLYWD. ON COLD FORMED GALV. STEEL TRUSSES AT 24' O.C. (TYP. 3" EPS RIGID INSULATION BETWEEN TRUSSES, GLUED FRY TYPE STX REGLET �� TO CONC. DECK (DASHED FOR CLARITY) FLASHING SYSTEM WITH Z Q^ WINDLOCK CLIPS AT 24' O.C. oQ SCREWED INTO TRUSSES O w� N CARRY ROOFING UP PARAPET A AS SHOWN GALV. SHEET METAL CLOSURE ANGLE --------------------- ----------------------- - - 4'-4' - dp a 4 CONC. SLAB d d a a 4 a d 4 ° . 3/4" STUCCO SELF FURRING ON G LV. METAL LATH OVER =30 FELT ON 5/8" DENS-GLAS SH ATHING ON 3 5/8" GALV. METAL STUDS ® 16" O.C. (TYPICAL SYSTEM) 44 a d STUD BRACE ® EA. STUD 4 a 334" d 2. D APPLIED, SEGMENTED TE MORTAR TRIM, SEE ELEV'S 'JOINT CONFIG. ONF� A-16 T PICAL SCALE: 1-1/2"=1'-O" MANSA2D REF. SHT: A-13 I-1/4" GROUND ZINC CASING BEAD S.A.T. CEILING PER ID SHEETS AI16 0 SELF-ADHESIVE WATERPROOF MEMBRANE RUBBER CLOSURE STRIP BY ROOFING INSTALLER ALUM. DRIP FLASHING O OVER CONT, ALUM. CLEAT OVER RIPPED 2X6 R.S. CEDAR FASCIA 6 5/8" R.S. CEDAR 2XI2 FASCIA � SECURED W/ ST. STL. SCREWS � B.R. ✓; SEALANT IN I/4' W. THROAT N 2' X 2' STAINLESS R " 2 I/4" Q. STEEL CLOSURE ANGLE FOAM FACTORY a CUSTOM SHAPE N FOAM TRIM W/ 3/8" DOUBLE 'TUFF COAT' �2 FINISH (TYPICAL) 3/4" STUCCO ON SELF FURRING GALV. MTL. LATH OVER 30n FELT ON 5/8' DENS-GLAS SHEATHING ON 3 5/8" MTL. STUDS • 24" O.C. ZINC CORNER BEAD ZINC CASING BEAD, 1/4" WIDE JOINT W/ BACKER 1/2' ROD AND SEALANT m 5/8" STUCCO BULLNOSE �"� (BUILT -OUT OR PRECAST) N W Z o_ w m cn W :D to O) 0 :5V) N mV)i a c o 'w'adM z ol Z cO) O O) w 111 0 a0Lo N V OL Q ~_ J Qv Z = V rm 0 W J Q 0= O z 0 III w = w cD > a e�lllllll��,�iI111n111� �'Ipr.......p�l'III Ld w (N cy O U uj Q Z 0 fy LL N p� > Z �m v�� �Q� 0L m ui W Z Ww UDO i(u U D>a JFL _j0 UtL " 0 O U) 0 LLJ --I 0= O D_ L� a xY x t' a w 0 � z Fri I x F IL 0 Z z W in 0 y w VN Sfn cz [v W Z U W � o a r- to a - z © SEPT '04 THESE PUNS MO THE INF TIDN SHMN MON ME TIE MMM IT ll l DI MOS rMUE1' NENRCIr, PA MID RE14MCMICh MAZI ES Dr USE lHow N NNNE CS w w S E1ffIRSar t� .maur wmrtEN PEI✓I�OIG COMM. NO: 040503VB DATE: 20 SEPT., ZOO BY: GVM CH'KD: PD SHEET NO. A-16 OF 27 114" 4" X 4" X 5/16' STL ANGLE TIED 4" X 4" X 6' /16"Y STL CLIP ANG 1._4• BACK TO ROOF AT 4'-O' O.C. (TOTAL 5 CONNECTIONS PER SIDE FOR MOMENT CONNECTION TO EXTERIOR W L. SECURE W/ 3/8" EXP. BOLTS INTO FIELD FILLED CELL WELD S.A.T. WITH .9 NRC MASONRY WALL, WIDE FLANGE - 1/2' GYP BD BEAM, W 12 X 22 3-5/8' MTL STUD 111 1/2" DIA. ALL THREAD AT 24' O.C. SOFFIT AT 24" O.C. W/ NUTS & WASHERS. TO UNDERSIDE OF ROOF DECK 3 1/2" X 3 1/2' X 1/4" STL. COL. AT CORRIDOR WALL 6' MTL STUD ( WITH 1/2" X 6 1/2" X 10" SOFFIT AT 24' O.C. CAP PLATE & BASE PLATE. SECURE BASE PLATE TO SLAB W/ (4) 3/8' X 4' EXPANSION BOLTS. ` CC)'C.0 ^ PT BL G ( ) OCKING 2XBEAM SECURE T O AS RED W/ ALL -THREAD —TRIMMED6) II (3) HEAD ® BASE FOLDING D OO . OCKIN 2X +16'-0' CEILING GUARD BY A.F.F. DOOR MANUF. CONTINUOUS RECESSED TRACK BY MANUFACTURER W/ CEIING GUARD TRIM KIT. INSULATED PAIRED PARTITION SEE SPECS. 1WETNTAIN SCALE: 1-1/2"=1'-0" REF. SHT: A-12 5/8' STUCCO I' RADIUS 3/4" RADIUS NPPLIED, SEGMENTED 0 TRIM UNA-CLAD UC-I OR EQUAL STANDING SEAM METAL ROOFING 9 A-17 4 COLUMN WRAP TRIM SCALE: 3"=1'-0" REF, SHT; A-8 A-17 3 1/2' 5/8" STUCCO ZINC CASING BD., 1/4' JOINT, B. R. + 6'-O" A.F.F. E SEALANT TOP/TRIM m m .. I' RADIUS CAST STONE TRIM, SET IN ADHESIVE GROUT 3/4" RADIUS MORTAR JOINT HERPALSTONE WAINSCOT 2 3/4' T/x WAINSCOT TRIM SCALE: 3"=1'-0" REF, SHT: A-8, 9, 10 3 JA_17 I TOP/CONC +13'-9' A.F.F. SCULPTSTONE Ail TRIM BY PINEAPPLE GROVE 1/2' THK. ALUM, FLANGE W/ (2) - 3/8' D. X 3' LONG S.S. CONCRETE SCREWS CENTER TO (16" MAX AT RADIUS MET. ROOF) 9 A-18 1 5/8' STUCCOW/ SPONGE FINISH 7 A. a d 4 d g d o CAST IN RAIN DRIP I I/4" TOOLED JOINT O POLYURETHANE SEALANT ° 9• 5/8' STUCCO SPRAYED W/ MEDIUM TEXTURE r 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 - 3/8" WINDLOCK CLIPS o 30' O.C. RUN SINGLE PLY ROOFING UP FACE OF WALL i n. pp o 0 Q(� •• oV0 0� 00 000 nO t7 nVn n • POLYURETHANE SEALANT ALUMINUM PRESSURE BAR BEHIND FRY FLASHING SYSTEM (FASTENERS AT 17 O.C.) ARAPET BASE FLASH. 6 7 v2'SCALE: 3"=1'-O" REF. SHT: A-12, 14, 15 A-17 3" X 3" ALUM. PURLINS — 3" X 3" AWNING FRAME EDGE DETAIL �i WELD — CONT. CLEAT FOLDED EDGE 2" X 3" ED E CLOSURE 1/2" 1/2' O.H. SCALE: 3"=1'-0" REF. SHT: THIS SHEET FOLD EDGE OVER CLEAT CONT. CLEAT STANDING SEAM WITH 12" CENTERS CONCEALED CLEAT WELD 7 A-17 5/8" PLYWD. ON LT. GAGE GALV. STEEL TRUSSES is 24' O.C. (TYP.) 3" EPS RIGID INSULATION, — INSTALLED BETWEEN TRUSSES, GLUED TO CONC. (SHOWN DASHED FOR DRAWING CLARITY) SELF-ADHESIVE WATERPROOF MEMBRANE RUBBER CLOSURE a STRIP ly U 4' O" RADIUS TRIM (TYPICAL) FRONT VIEW • VERTICAL NOTE: ENGINEERED SHOP DRAWINGS SHALL BE PEOUIRED FOR THESE METAL:AWNINGSDPRIO FABRICATION AND INSTALLATION. ROTUNDA / 2 SCALE1 1-1/2"=1'-0" REF. SHT: A-14 A-17-17I I 12 7p r' r i i r i r ' i r r ro r r - ° i J A-17 SIMILAR NOTES LOW ARCH (WEST SCALE: I-1/2"=1'-0" REF. SHT! A-12 POLYURETHANE SEALANT ALUMINUM PRESSURE BAR BEHIND FRY FLASHING SYSTEM (FASTENERS AT 12' O.C.) 7 A-16 W SIMILAR Y a a NOTES Z a W m w �w > Q N Cr) O N Q y m FW-M� 0] V) oo Zap l e. (STUCCO Z a $ p — rn ACCESSORY w p (L O W SCHEDULE A-8) F- Z a < MW^ J N cn a=^ W Uv PROVIDE DIAGONAL = Q w BRACING AT 36" O.C. r0 DO 41 J a a0oz 0 Lo LEI 2 W (D>a I 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. 1 I 18 GALV. SHEET METAL CLOSURE ANGLES FASTENED TO TRUSSES 01 r ---------------------- Q 4 4 d d a da d da CONC.SLAB O" I' -3" d d d a o /+ .. 1'-2 3/8' 0�� -i-/ ZINC CASING BEAD, 1/4" JOINT W/ NOTE CONDUIT MUST 8" / / BACKER ROD SEALANT BE RUN IN SLAB FOR ALL BALCONY LIGHTS cOj c / It / 3/4" STUCCO ON GALV. SELF -FURRING METAL LATH OVER 3 3 4" R. m / / OVER 3Ott FELT 5/8" DENS-GLAS SHEATHING ON 3 5/8' O GALV. METAL STUDS u 16" O.C. (TYPICAL SYSTEM) In / / N MTL. STUD BRACE • EA. STUD PROVIDE DIAGONAL BRACING AT 36" O.C. .. If ZINC CORNER BEAD TOOLED RAIN DRIP (TYPICAL) MANSARD a A BALL. SCALE: I-1/2"=1'-0" REF. SHT1 A-12 I',p..millll'�lpn.p,'I ,�mnme,�,�nnnun �IINII,„.......,,,�I'II ",nnOHIIIIIIgNI�n��. ��IIIIMI���ul�ll�� V / 0 U uj Q 1 0 IL N ''^^ O V ~ N% Z � 0 Q� Q[ m uw 2-8 ►ll W U 0 m -! ►E U 0 -� 06 U) Ld O m O a U- m a Y m d Y x C a w 0 W 0 z o m W o= z z 0 jr o 0 w z E2iw o: ix w 0 U o a p © SEPT. '04 THESE Pws MD THE INFMi1M SHOWN HEREIN ME THE � s rdlRm a.uEr MmT M PA MO RunaWCII018, ors m m IXSEO'W NT.IE OF W PARf 6 �r RD- xeRn WIIXWf NNfIQ! PER690N. COMM. NO: O4O5O3VB DATE: 20 SEPT, BY: GVM/EPH CH'KD: PD SHEET NO. A-17 OF 27 HEAD USCALE, 3"- 1'-0" O 2Z W _N ZU APPLIED, SEGMENTED hoc STUCCO TRIM v� SLOPE HEAD 3/8" FOAM ROD E SEALANT _ ' 2" SEALANT W/ BACKEG ARCH OR EQ. SERIEE UM. FRAMING FAS O.C. ALL SIDES P.T. IX3 BUCK 1/4" WOOD SH TUNDA £ A-14 um HEADAJAMB S I M.) cr`AI G, a" P-n" DPP A -A F. A-Q A -I ARCH SERIES 3000 FRAME W/ IMPACT GLAZING ESP BRONZE ALUM. SILL FLASHING WITH TURNED UP ENDS W/ WELDED CORNERS SEALANT WITH BACKER ROD 3/4" , i" 5/8" STUCCO \ RAIN DRIP 43/4" APPLIED STUCCO TRIM _ ILL ,LEI 3" _ ALUM. FRAMES (MAT WINDOW FINII WELDED ALUM P/ ZINC CASING BI 5/8" STUCCO B.R. E SEALA� P.T. IX4 NAILER 1/4' SH POURED CONC. SI A-12 TRIM BY PINEAPPLE GROVE 5/8" STUC( APPLIED STUCCO ARCH TRIM STUCCO 12" CMU APPLIED SEGMENTED STUCCO ARCH TRIM 1/2" DRYWALL OVER 1 1/2" FURRING AT 24' O.C. WITH RIGID INSUL. BETWEEN FURRING CONC. LINTEL (SEE BEAM SCHEDULE) P.T. IX NAILER VINYL J-BEAD IMPACT GLAZING AS SCHEDULED ALIGN INSIDE FACE OF FRAME WITH INSIDE FACE OF CMU WALL SEALANT MARBLE SILL SET IN MORTAR P.T. IX BUCK WIDTH OF FRAME WITH 1/47 SHIM SPACE FORMED PROJECTED CONC. SILL WITH (1) u5 1/2' GYP. BD. ON 1 1/2" FURRING 3 ILL \B a nnPAIN DRIP ZI zi a HEAD OCTD SCALE: 3" = 1'-0" REF. A-9 (JAMB SIMILAR?, NO TRIM) ARCH SERIES 3000 FRAME W/ IMPACT GLAZING SET INTO y DOUBLE ROW SEALANT ESP WHITE ALUM. SILL FLASHING WITH TURNED UP ENDS W/ �o WELDED CORNERS SEALANT WITH BACKER ROD 1/4" 4" THESE LARGE UPPER "STO° ® '%-, SILLS BY ON a EP5 FOAMIle zi u2 DENSITY BY DOW — 'v RAIN DRIP STANDARD 5/8" STUCCO SILL UPPEQ OCT. SCALE: 3' - 1'-0" REF. A-9 A -I 5 FOAM ��3/4" WINDOW FRAME ELECTRIC WELDS 1/2' DRYWALL TT 4 a 14 OR 16 GA. GALV. STEEL FRAME USE COUNTERSUNK EXP. SEE NOTES SCREWS IN DIMPLED FRAMES. DETAIL - SIMILAR---,_ • .INSULATED H.M. DOOR TYPICAL I/8' WELDED '-j ALUMINUM SILL PAN SEALANT 3/8" STUCCO EXTERIOR THROAT SEALANT JAMB/HEAD S I M. SCALE; 3"- 1'-0" REF. INTERIOR OR EXTERIOR METAL -I WITH DRYWALL VIEW FROM EXTERIOR 4THROAT (MIN) Q NOTES � I 1). ONLY THIS PAN AND FRAME ASSEMBLY IS ACCEPTABLE TO ALLOW INSTALLATIO OF BACKING ROD AND SEALANT } (FRONT VIEW R.N. LOWER CORNER) 2). WHEN UTILIZING A FLANGE MOUNT WINDOW (WITH OFFSET BETWEEN THE INTERIOR AND EXTERIOR S LEGS ON THE WINDOW FRAMES) THE PAN IS NOT REQUIRED. c EACH FLANGE MOUNT WINDOW SUCH AS CGI OR EQUAL, WILL REQUIRE A CONTINUOUS P.T. IX4 WOOD BUCK ON ALL 4 SIDES. FULLY BED BUCKS IN A DOUBLE ROW OF SEALANT AND SECURE WITH APPROVED FASTENERS TO MEET N.O.A. DATA. 3). MASONRY OPENS WILL REMAIN THE SAME FOR BOTH WINDOW MANUFACTURERS. CONC. LINTEL (SEE BEAM SCHEDULE) 1/2" DRYWALL OVER 1 1/7 FURRING AT 24" O.C. WITH RIGID INSUL. BETWEEN FURRING P.T. 2X NAILER VINYL J-BEAD IMPACT GLAZING AS SCHEDULED A FRAME WITH INSIDE FACE IGN INSIDE FACE OF O= CMU WALL SEALANT 2- /4" TO 3' WIDE M PBLE SILL SET IN MORTAR OP./CONC. 2'-4' A.F.F. P.T.IX BUCK WIDTH OF FRAME WITH 1/4" SHIM SPACE FO MED PROJECTED CONC. SIL WITH (1) =5 1/2' GYP. BD. ON 1 1/2' FURRING 12' ZINC CASING BEAD, 1/4" JOINT W/ BACKER ROD AND SEALANT m CAST HERPAL STONE SURROUND TRIM SEALANT 14 OR 16 GA. GALV. STEEL FRAME USE COUNTERSUNK EXP. a . SCREWS IN DIMPLED FRAMES. • INSULATED H.M. DOOR e R7SEALANT STUCCO EXTERIOR JAMB/HEAD S 1 SCALE+ 3' = 1'-0" REF. INTERIOR 0121 NO DRYWALL :4" .. 3/4' a METAL Z-FURRING SET STONE TRIM W/ ADHESIVE OR PROVIDE MECHANICAL FASTENING PER MFR. REQ'MENTS — 1/2' DRYWALL OVER 11/2" METAL FURRING AT 24' O.C. WITH RIGID INSUL. BETWEEN FURRING J P.T. IX NAILER ROD E SEALANT CASING, B.R. £ SEALANT IMPACT RATED ALUM. FRAME, DOOR, GLAZING ASSY. IMPACT RATED TAP -CON SCREWS OR EXPANSION BOLTS STOREFRONT DOORS AT JAMBS PER MANUF. REQMT'S. HEAD/ C J A MB S I M.) �4 BUTTING THE SURROUND TRIMONE Cr'AI G, a° DPP RTnDr-r-r, T ASSY. STUCCO ON BLOCK — ARCH WIDE -STILE DOOR IMPACT RESISTANT A i lu N �0 I> a a 4 Q Gp � a i PAVER BRICKS OR CONC. STOOPS (SIMILAR) HQESHOLD SCALE, 3' a 1'-0" F S 12ONT ASSEMBLY NOTE: THE HEIGHT OF THE THRESHOLD MAY NOT EXCEED 1/4"VERTICALLY PER II-4.5.2 FBC ALUM, FRAME, FINISH TO MATCH WINDOW FRAME FINISH WALL SURFACE PER FIN. SCHED, BASE PER FIN. SCHED. ADA ACCESSIBLE ALUMINUM THRESHOLD FLOORING (SEE FINISH SCHED) FIN. FL. SLAB W Z o_ w (n01O cnQ U N m N a o 0 ~Q� Zp l Z c0i O�� W p oco -O� a g M `` ^ cn N d=n J QLd Z o: rm O Q groz W c�O>d ,nIIIiIIn�.�,nNIINI�i, •IINNIII�1�1�. IIII��'llill�� • �lllm��l�li� 1_IL D O U W Q I— o Oz N I"_ O z Z O a -j UQL Q[ m WW W_ z Uo�`iw U -ItL D > 0- -j06 Uo °° F t� I,1 w d O Y CC) SEPT '04 r M PUNS MD l E INMWION SHOWN HMEN ME 1 E PICPM OF MW tlEDMBs a ARM= PA AND RE'TNUMOK DQ ON 16E W OF N NNWE OR N PNN 6 �Y PW- N9D'D WDIOOF WI.fDN PN/199N1 COMM. NO: 0405CGVB DATE: 20 501T 200 BY: GVM CH'KD: PD SHEET NO. A-18 OF 27 STAR hC I PLAN (FOURTH LEVEL) SCALE I/4"=1'-O" REF. SHT: A-5 IV �_ :13OX48 REFUGE �_• N LANDING IL �\ • 36" HIGH S.S. HANDRAIL ?DPOST REE II�� -----upr1 - -- DN LANDING TAR K 2 PLANFIFTH LEVEL) SCALE: 1/4"=1'-O" REF. SHT: A-6 A-19 42" HIGH S.S. GUARDRAIL, 2" SQ. S.S. TUBE W/ GLASS INFILL PANELS 2" SO, S.S. POST OPEN TO 42" HIGH BELOW r, (WALLS AT F112ST LEVEL " ARE DIFFERENT IN GRAND LOBBY ON THIS SIDE) STA I I LAN (TYP. IST-3RD LEVEL) 3 SCALE; 1/4"=I'-O" REF. SNT' A2, 3 E 4 A-19 ,,-A/C UNIT 42' HIGH S.S. GUARDRAIL ICI, I I/2' SEE BELOW RIGHT TYP. GUARDRAIL FOR DIMENSIONS II AND NOTES 11/2' 1 I/2" O.D. HANDRAIL CONTINUOUS BETWEEN FLIGHTS - - --- ---------- 1/2" TEMP. GLASS - PANEL FOR TYP. END TYP. GLASS CLIP ELEVATION SEE DETAIL I LOW FOR TYPICAL E S DARY DIMENSIONS AN MATERIALS CRETE P LANDING STRUCT AL N I e ' 8 INSIDE HANDRAIL IS CONTINOUOUS ELEVATION ®SWITCHBACK BETWEEN FLIGHTS (TYP. ALL LEVELS) A-19 SCALE 3/4"•T_O• ° ® I 4 3/4" d g . ST. STL ° TYP. GUARDRAIL GUARDPOST ° ° ° ° ° �� OUTSIDE HANDRAIL BEYOND END POST ° <; i (TYPICAL EXTENSION FOR BOTTOM OF FLIGHT) 11/2" PROVIDEIJ BEADHANDRAIL RETURN2A-I9 I - - - ! °GUARDRAIL POST I j AT TOP EDGE a - FACE/GYP. BD 1/2" GYP. bD. ON 22 GA. ° ° 3 5/8" MfL. STUDS -' o I FACE/CMU o 16 O.C. -4- co p d ° 2 °. 4 O SUSPENDED GYP. BD. CEILING ° LANDING 9'-O" A.F,F. (SEE REF. CLG. PLANS) I 8 4 ° A-19A-I9 `—' INTERMEDIATE LANDING 2 / 3/4' 9 ELEVATION @ SIDEWALL A-19 SCALE-!3/4"=I'-0" STAIRS LANDING I NOSING 3 _ NOSINGAIR I SECTION TYPICAL FLIGHT B 2 1/2" 1 GUARDRAIL N-" . ' � --------- ABOVE SCALE, 3/4"=I'- A-19 O" REF. SHT1 A-14 iv 3" DIAM. EPDXY 8 I POCKET X 5" DEEP GUARDRAIL' 2 X 2 X 3/16. S.S. F ABOVE VERT. POST , NOSING DGEv j ' ; EDGE i 9 TYPICAL HANDRAIL - ,�_ _Ig EXTENSION AT TOP HANDRAIL cy__ _ COOT. HANDRAIL EX FLIGHT I - -- ABOVE ABOVE \ POST ON TREAD POSTS AT END 1 I/2" O.D. S.S. HANDRAIL S.S. 2" SO. TUBE VERT. OPEN SPACE I I N I � I ,S" CARLSTADT POST BRACKET 22 BY JULIUS BLUM CO. I INTERMEDIATE (TYP. o EACH VERTICAL) °d , 1/7 THICK TEMPERED \ - / ° as GLASS PANELS • 4 ° DRYWALL ON FURRING IN STAIR #I. ALL FLOORS OPEN TO PRIME AND PAINT ; ; AT STAIR #2 PROVIDE ° SLAB ST12UCK HORIZONTAL AND V RTIICAl JOINTS CLIP 152813-F. GLASSPB®JR G `) ° I 1 30X48 y_- I - - - AREA OF bo REFUGE �L---------. o UP SPRINKLER RISER ACCESS PANEL 2-I I/2" --- ------ N in - 10'-I° 4'-Il 15116 3'-O" I _ I I io l I �- 1 1/2° O.D. GU RDRAIL (SEE ELEVATION I/A-14) STAIR I PLAN (STREET LEVEL) 6 SCALE 1/4"=1'-O" REF. SHT: A-1 A-19 STAR � 2 L (IST - 3RD LEVELS) 4 POST LVAT I O 5 S (SHOWN D HED FOR CLARITY) t SCALE: 1/4"=1'-O" REF, SHT: A-2 THRU A-5 A-79 SCALE: 3"=1'-O" REF. SN THIS SHEET A-19 I - S.S. 2" SO. TUBE GUARDRAIL 1zo A I 0 -2 1 SPRINKLER RISER LANDING IN BLOCK. FILL VOIDS BRAUN CO. (OR APP'D ABOVE IN BLOCK, PRIME AND EQUAL) ui ' STAIRS PAINT ° I I I ABOVE GUARDRAIL, SEE ° i DETAIL I! A-14 1 3" 3" to O O q LANDING v ° 3" DIAM. X 5" DEEP CORE DRILLED -19 Q ABOVE ___---_-� - - -'O ° 11 POCKET FOR EPDXY -SET POST ; ' o d ° —'L ° d ° UP ------------------- 13" d--; TYPE 231 (3" WIDE) 2._0" ° p SUPERGRIT SAFETY TREAD iv Q ° d BY WOOSTER, OR APPROVED EQUAL. (TYPICAL) iO SIM. DO NOT RECESS FLUSH WITH g j• CONCRETE TO ALLOW FOR 1/8' THICK -19 ``4 RUBBER TREAD AND RISER MATERIAL ° SPACE MUST REJECT 6 SPHERE APPLOpp, E P APPLIED TER AF UR OF O TAIRS S i STAIR 2 LAN (STREET LEVEL) STAIR I SE ION (GROUND FLOOR) A SCALE: 1/4"=1'-O" REF. SHT: A-1 A-19 SCALE: 3/4"=1'-O" RE . SHT' THIS SHEET A-19 } Li Z a w H m LLJ =Dto Q to N O � V N ~Qq* m N o Za Z� Ohm W o a0� I- z Q < �L`^ J N U a=n LLJ JQv H LAJ Z = rmw J Q mm0 0 in W 2 W to > o_ U U) g W � U 0 I U U Q Q D Q J Q W N O uj Z 0 I— o lL u- N lu OZ z94 >cr) �_ OQ[L QC m W WW OEM U >>a J -1 F- OO UO U)CLL w m o IL z z 0 rn w w a a Z _LL0 © SFPT '04 T M PLMS MD TIE INPOR Tft SH HEREIN ME T E PRWEV 6 ED ODD M RIRDEr N:1IDCIA PA MD FA.PROOIR:O A D6TRDSIWIES OR USE TEAEOF m NNOIE w N PNR 6 D y PRD- H®DO MilpUf wmm PPICRS90N. COMM. NO: 040503VB DATE: 20 SEPT., 200 BY: GVM CH'KD: R-D SHEET NO. A-19 OF 27 SEE BELOW RIGHT FOR DIMENSIONS AND NOTES 9,-2" SECONDARY _1 SEE DETAIL "A" BELOW CONCRETE POUR. FOR TYPICAL DIMENSIONS SEE STRUCTURAL AND MATERIALS. I `\ I I \ ` d ;\ \ 4 a %O 4 I �a I / 4 d c /i e d / d TYPICAL HANDRAIL EXTENSION AT BOTT. OF FLIGHT ESCHUTCHEON —� AT WALL RETURN m I K 2 TYPICAL PLIGHT I'-n" PFF 0-10 a -20 D p ® D LIGHT BROOM FINISH CONC. O o i� HAND IL FOR C RITY) STAIR ss2 RAILING NOTES: PROVIDE 1-1/2" HANDRAIL AT 34' H. AT BOTH SIDES OF STAIRS. EXTEND BEYOND STAIRS AS SHOWN IN PLAN AND/OR ELEVATION. HANDRAIL SHALL EXTEND OUT FROM SUPPORTS 1-1/2" CLEAR. PROVIDE SIDE MOUNTED RAILING SYSTEM WITH TOP RAIL AT 42" HIGH AND BOTTOM RAIL AT 314" ABOVE LEADING EDGE OF TREAD. ALL MAIN RAILING MEMBERS S, OWN SHALL BE 2" SQ. ST. STL. STEEL TUBES. PROVIDE I "SO. S.S. TUBE THIS WALL SHALL BE VERT PICKETS AT 4 7/8' O.C. BETWEEN MAIN SUPPORTS SHOWN ABOVE. LOCATED TO ALIGN WITH SjBMIT SHOP DRAWINGS FOR ALL RAILINGS FOR APPROVAL PRIOR TO I I/2" FURRING AT FALY BRICATION. THE PLAN AND ELEVATION DRAWINGS ARE DIAGRAMMATIC COLUMN AND ARE NOT INTENDED TO SHOW ALL THE DETAILS NECESSARYFABRICATION. ALL RAILING SYSTEMS SHALL BE DESIGNED TO MEET E AMERICANS WITH DISABILITIES ACT REQUIREMENTS, 2001 FLORIDA BUILDING CODE AND THE LIFE SAFETY CODE, INCLUDING LOCAL AND STATE AMENDMENTS, 1 ROVIDE NOSING IMBEDS PER SPECIFICATIONS AT ALL STEPS AND V T LEAPING EDGE OF LANDINGS FOR FULL WIDTH OF STAIRLS3 "AT EACH END. j O' ROVIDE RUBBER STAIR STRINGER TRIM BY ROPPE OR APP'D EQUAL. a 01 t7o 4 CAR CONTROL EIGHT INSIDEHANDRAIL IS CONTINUOUS g aOf1D14�� BETWEEN FLIGHTS (TYP. ALL LEVELS) 80 60 I� *1 2(0 FLOOR OUTSIDE HANDRAIL BEYOND so BO (TYPICAL EXTENSION FOR a� -- ` BOTTOM OF FLIGHT) o f O 0 m 0 ALARM ALARM 0 so J% ` \\'' — --- •\-------- "�' F1v1 CY TAGON SYMBOL STOP - SE RAISED / SJrr THE X IS NOT / I PANEL DETAIL a 5 L SWITCHBACK ACK•W® 5' 6 J' I I ♦ d. d 4 7175 - S.S. 2' SO, TUBE GUARDRAIL S.S. 2' SO. TUBE VERT. OPEN SPACE S.S. CARLSTADT POST BRACKET u222 BY JULIUS LUM CO. (TYP. o EACH V RTICAL) \ \ I" TUBE VER riCAL v HOISTWAY AID ELEVATOR ENTRANCE I TYP. GUARDRAIL II III 'I I 1 1/2" O.D. HANDRAILI\l CONTINUOUS BETWEEN FLIGHTS - �1 II 2" SQ. S.S. VERT. Lo I' SO. S.S.PICKET 0 Co ;O in 2" SQ. S.S. TUBE _ LANDING EN — 0 C � ELEVAT I ON G SWITCHBACK / 5 \ �\ OI:HLC3/4 SPACE MUST REJECT 4" SPHERE olio - II p O TYPE 231 (3" WIDE) SUPE12GRIT SAFETY TREAD BY WOOSTER. OR APPROVED EQUAL. (TYPICAL) e" I- 3" DIAM. X 5" DEEP CORE DRILLED d ) POCKET FOR EPDXY -SET POST �o' o I i SPACE MUST REJECT 6" SPHERE i STAIR 2 BOTTOM FLIGHT q SCALE 1/4" - 1'-0' REF. A-19 -2 Sim. OPP. ALIGN THIS WALL WITH INTERSECTION OF LOBBYWALLS HI-LOW PHONES W-4 ' 012 I THIS WALL SHALL BE LOCATED TO ALIGN WITH 1 1/2' FURRING AT COLUMN I' TOWEL J SOAPJ DIISR DISP. PUBLIC RESTROOM% SCALE 1/4" - 1'-0' REF, A -I SIGNAGE� AACTUCN SE T LEVELS 1-4 7'-4' 3'-8" 3'-8' I Jai, l I . I I I I I J Q MOR • STREET LEVEL TAEF U F, 11A' . 1'-n" ALIGr WALL III' • I� G12AB BAR zo • u BA, ELEVATOR NOTES: I. 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. EXHAUST CHASE LEVELS 1-4 P"YI IP111 1✓% I®I Imo% s P1!1r-fir-° DATA/PHONE ® •o SL J J 4:1_ L L J ry L J O 4'-2' 4'-2" 9 4'-2' 4` dJill GAll PIT LADDER J HI 9'-0' STREET LEVEL LIC ELEVA . I,_n- DPP a -I HOLD TECTUM BACK 8" FOR WALL SWITCH ELEV. EQ. 008 M.T. Q FULL HEIGHT SOUNDPROOFING APPLIED TO THESE WALLS FULL HEIGHT FLOOR TO UNDERSIDE OF CONC., DECK. SECURE TECTUM TO P.T. IX3 FURRING AT 24' O,C, W/ COUNTERSUNK HEAD SHEET METAL SCREWS AT 8' O.C. IN LIEU OF TECTUM. 2' THICK SOUND SILENCER ACOUSTIC PANELS MAY BE APPLIED TO THE IX3 FURRING W/ I CONSTRUCTION ADHESIVE. .2 OUND SILENCER PANELS ARE ASTM E-84 CLASS -A RATED. LOCAL REP 1-800-766-3969, MARTIN FIREPROOFING ORPORATI ON. Ld r 11 - 0 • 1• (n coo • CL.• • LLJ .. • La . • • ce • . . ,a11111111�.�,dllillllie ' Illllpn.........•n�l''ll "eallllll���lllllllllm. ��IIIIIID1dili�llllllll�� ' 11 LIJ LIL LL 04 • ,.. : • 11 at •. • LLj • ILL - I • . •,• • V ' . • SEPT.I 200,, BY: GVNI ! . _. `SHEET NO. . • ; OF I� I GYP. BD. 1/4" JT., CASING BD. B.R. SEALANT (ROTATED 180 DEGREES) 1/4' X 1-3/4' STAINLESS STEEL MASONRY SCREWS ® 18' O.C. PACK GAP W/ BATT INSUL. FACE OF EXIST. BLDG. — THIS SIDE IS ATTACHED WITH A I" WIDE CONTINUOUS BED OF URETHANE ADHESIVE CAULK TO J-TRIM 114' X 1-3/4' HEX -HEAD STAINLESS STEEL_ MASONRY SCREWS u 24" O.C, FWSC-200 W/ (2) 12AI59000 RETAINERS 1/4" JT., CASING BD. B.R. SEALANT ZINC. STUCCO STOP, 3/8' WIDE SEALANT JT. WELD FIBERTITE ROOFING TO VERT. LEG E ANGLE PROVIDE I' GAP HERE W/ BACKER ROD AND SEALANT P.T. RIPPED 2X NAILER, BAND -SAW CUT TO___7. MATCH DOMED SHAPE d OF ROOFING SYSTEM TYP. ROOFING 8X8 TOP CORD. STL. BM. BY BRIDGE FABRICATOR BEND THIS LEG OF THE VERTICAL ANGLE TO BE PARALLEL TO BUILDING PROVIDE URETHANE ADHESIVE FOR FACE THIS LEG OF SF TO J-TRIM UNDERSIDE O 2X4 FASCIA UNDERSIDE OF 2X8 ds�iel�71�]I►Cr BEND J-TRIM PARALLEL TO BLDG, WALL - CASING BEAD, 1/4'JT. W/ BACKER ROD E SEALANT PT IX3 NAILE BEAM ABOVE � i \—FWSC-400 W/ ALUM. FRAME u12A15100 ON BOTH SIDES. RUN UP TO 4" ABOVE CEILING. (LOOKING UP TO UNDERSIDE OF FASCIA, CEILING NOT SHOWN) TFRS'TN - FACE OF EXIST. BLDG. — THIS SIDE IS ATTACHED WITH A I' WIDE CONTINUOUS BED OF URETHANE ADHESIVE CAULK TO J-TRIM 114' X 1-3/4" HEX -HEAD STAINLESS STEEL MASONRY SCREWS • 24' O.C. —FWSC-200 W/ (2) 12AI59000 RETAINERS 1/4' JT., CASING BD. B.R. E SF-200 EXPANSION JOINT BY CIS GROUP, PROVIDE FACTORY -FORMED MITERS AT END, CONTINUE AT SOFFIT 'J" CLOSURE TRIM —P.T. IX3 5/8" XT. P.T. PLY. SHEATHING 3/4" FURRING 3 5/8' GALV. MTL JOISTS AT 24" O.C. GYP. BD. 1/4" JT„ CASING BD. B.R. E SEALANT AIL 10 1/2' 4' 2" 2' FLASHING DIMENSIONS ANGLE —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 I/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 16O.C. STAGGERED TO P.T. NAILER —FACE OF BUILDING -PACK THIS AREA WITH BATT INSULATION 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 • 24' O.C. CONTINUE THE 7" HIGH STL. PLATE AT RC ABOVE OVER TO MEET THE 7" ANGLE AT Ea.AVE, WELD TOGETHER --SF-200 EXP. JT. (SEE DETAIL 2 FOR N UNDERSIDE OF 2X8 FASCIA-�/ ..:::::....... UNDERSIDE OF 2X4 FASCIA BEND J-TI21M PARALLEL TO BLDG. WALL (LOOKING UP TO UNDERSIDE OF FASCIA, CEILING NOT SHOWN) —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 BD., B.R. E SEALANT —SF-200 EXPANSION JOINT BY CIS GROUP, RUN UP TO ELEVATION OF THE ROOF, SEAL TIGHT. _7F— UUUUI —1/4" X 1-3/4" HEX -HEAD STAINLESS STEEL 3 5/8" GALV. MTL MASONRY SCREWS • 18" O.C. JOISTS AT 24" O.C. AETAL.STUD 3/4" FURRING PACK THIS AREA WITH BATT 5/8' EXT. P.T. PLY. SHE THING INSULATION P.T. IX3- "J" CLOSURE TRIM J SF-200 EXPANSION JOINT BY CIS GROUP, PROVIDE FACTORY -FORMED MITERS AT ENDS, CONTINUE UP VERTICAL WALLS 3 -21 SEA T T ---- 77 -- I�fto 5-1/2" 12-20 ICYNENE INSUL. JOINT 3:S. FLASHING NOR -HOLD INSIDE ANGLE AND BACKER Rt•qM6W FROM LOWER EDGE OF OUTER FLASHING, FILL ENTIRE AREA WITH SEALANT FOR WEATHER SEAL, PROVIDE TEMP. SUPPORT TO PREVENT 8 X 8 STL. FRAME BOTTOM CHORD SAGGING UNTIL FULLY CURED. r 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 BELOV 1/4' X 1-3/4' STAINLESS STEEL MASONRY SCREWS u 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.) 5 FACE OF BLDG. BEYOND PLACE BOTT. EDC ABOVE RC =_ML3 5/8' GALV. MTL JOISTS AT 24" O.C. _��3/4" FURRING 5/8' 1- KT. P.T. PLY. SHEATHING \-P.T. IX3 - "J' CLOSURE TRIM SF-200 EXPANSION JOINT BY CIS GROUP, PROVIDE FACTORY -FORMED MITERS AT END, CONTINUE AT SOFFIT AIL 8 -21 12A3520( S.A.T. 'TEE" HANGER u8XI/2' S.M.S. S.A.T. FILING 12VO06108 FCSC-200 EXPANSION JOINT BY CIS GROUP THIS DRAWING SHOWS 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 114' CAUSED BY EXPANSION AND CONTRACTION DUE 10 TEMPERATURE FLUCTUATIONS. FOR RAISED FLOOR EXPANSION JOINT DETAILS, SEE DRAWINGS BY FLOOR SYSTEM SUP LIER. FOR BRIDGE STRUCTURAL INFORMATION, SEE DRAWINGS FROM CONTINENTAL BRIDGE. 7 SECTION/ELEVATION 10 -21 AT CORNER FLASHING CONDITION AT ROOF -21 I DETAILS SIMILAR, NO STUC CO ' ON EXISTING BUILDING WA.LS n 3 I 8 -21 -21 �T -21 CEIU ROOF LOWER SOFFIT 11 -PACK THIS AREA WITH BATT INSUL. =ACE OF BLDG. THIS SIDE IS ATTACHED WITH A 1' WIDE CONTINUOUS BED OF URETHANE ADHESIVE CAULK TO _-TRIM 1/4" X I-3/4" STAINLESS STEEL MASONRY SCREWS ® 18" O.C. -CASING BEAD, 3/8" JOINT, SEALANT -5/8' STUCCO I� LOWER SOFFIT ROOF DETAILS SIMILAR, NO STUCCO ON EXISTING BUILDING WALLS CEILING OUTLINE OF EXISTING BUILDING FING BUILDING EE DETAIL 3) FLASH I N 1/4" X 1-3/4" STAINLESS STEEL MASONRY SCREWS • 18" O,C. -STUCCO W1 CASING BEAD, 3/8' JOINT, SEALANT PROPOSED CLERK OF COURTS BLDG. 2 7 200�- � \XR / Y S<YVVAL< PLAN (REFERENCE ONLY, SEE A-21) SCALE 1/8" = 1'-0" } W Z D- w m W �- a =3(D N m o V Q U NN w Z V) Q two o I I U — O -- Cn W in 1 0- W Q < V) U N 0_2^ p Q.. Li Z D U Ir >- DO O Z a Ixo p In w 2 W co > D- Z Q Q w (N W O (n U W Z O W U) O U O Iz �[ 9 o.4u- WG J>d U U)°� I- U w O m O (L I i z Z 0 Vl > W 0 0 z © SEPT. '04 THESE Paws MD THE INFORMAM I SHOWN HEREIN ME THE POO IM OF WO WEISS aIOET ARMr 7& PA AND REPSO =OB, alSamuWs OR USE il&1RDF W IOOIE OR M PW 5 EW y PRD- HHIIm wnwaF WHDFN POC69aN. COMM. NO: 040503VB DATE: 08 .LLY 2005 BY: GVM/EPH CH'KD: PD SHEET NO. A-21A OF 28 IX DOOR FRAME RIPPED FROM IX6 TO 4-5/8' 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 INT. DOOR HEAD SCAT F: 3" • 1'-n" OPP nnnP RL`LJFf]I II F APPLIED, SEGMENTED STUCCO TRIM 3/8" FOAM ROD £ SEALANT / . SEALANT W/ BACKER SLOPE HEAD ONLY1 fJ I I 7« I SHUTTER o JAMB ONLY ARCH OR EQ. SERIES ALUM. FRAMING FAST 12" O.C. ALL SIDES �.T. IX3 BUCK W1 CON 1/4" WOOD SHIM TO A AS STOP FOR BACKING ROD HEADAJAMB 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 RIM CORE FILL 500 FOAM INSULATION CEILING LINE ® 14 COURSES - WIDE, 12 HIGH U p 3'-0. 5 FLOOR LINE IM.) 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 (U u5 1/2" GYP. BD. ON IX DOO 1 1/2° FURRING RIPPED IX6 TO CEILING LINE CEILING LINE (VERIFY) LL ly W > c0 — FLOOR LINE INTERIOR Qf'AI G. I/d" • I•_PY [ WINDOWS 12ADIUSED WALL TRACK HOLLOW METAL ONE PIECE -- FRAME (45 MINUTE RATING) 5/8" STEEL STOPS 3/16" FIRELITE 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 TO RADIUSED WALL TRACK D 12" O.C. ALONG RADIUS, F012 ATTACHMENT OF IX4 NAILER I I I I CASING BEAD, 1/4" A JOINT W/ B.R. £SEALANT KERF-CUT IX4 V _ER, FIT TIGHT TO RADIUS HEAD a KERF-CUT IX4 NAILER, FIT TIGHT TO RADIUS 1 5/8° MTL. STUD STRUT, SCREWED SILL (JAMB S I M.) TO O.C. ALONG RADIUSED W ALL TRACK ® 12' ROUND W I ND001 n CC`AI Ft 'A" • I'—n" DFF TEJIC CLJP;=T (JAMB, SILL SIMILA2) INT. WINDOW HEAD RCAI FI '•1' 1'-n' DFF TLJIC CLJPPT FA G 0 h z 72 1/2. R.O. r--------- i FLOOR LINE rPE *X"GYP. BD. OVER OR 6 22 GA. STUDS AT 16" O.C. IN VERTICAL WALL IG £ GYP. BD. FOR FIRE 4TION, THEN INSTALL IG AND GYP. BD. FOR SIDE. / --------/ %' FIR ITE GLASS AS MANUFACTURED BY TECHNICAL GLASS PRODUCTS. GRADE OF GLASS SHALL BE 'PREMIUM FIRELI E". WINDOWS❑T £❑U ARE TRUE DIVIDED LIGHT TO ADHERE TO MAXIMUM GLASS AREAS REQUIRED BY FBC. ACCEPTABLE GLAZING MANUFACTURERS ARE "GPX GLASS PROTE ' AND "SUPERLITE II-45" BY SAFTI SAFETY AND FIRE TECHNOLOGY, INC.) ❑ WINDOW SCHEDULE REFER TO FLOOR PLANS SHEETS A -I TO A-6 MARK SIZE MANUFACTURER TYPE DETAILS SILL REMARK "ARCH IMPACT A 4'-O" W. X 4'-3' H. SERIES 3000 FRONT 6/ORE A-18 MARBL W�OVALEUM FDA COLONIAL MUNNTINS B 4' 0" 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'-O' W. X 6'-0" H. 3/A-18 6/A-18 E 3 ARCI TOP H. F 2'-8" W. X 5'-0' H. ARC14TOP G 4'-0' W. X 6'-O" H. ARCHTOP H 2'-8' DIAMETER 6/A 18 J 5'-4' DIAMETER 3/A-18 6/A-I8 NO TRIM THIS WINDOW K 6'-4' W. X 8'-O' H. ARCH SERIES 3000 RAL 9016, POWDER COATED FRAMES (TWO SECTIONS) 6/A-18 W/ 6-YEA12 PAINT WARRANTY L 3'-2' W. X 8'-O' H. 3/A-18 SIDELITE M z-O" W. X 8'-0' H. SIDELITE N 9'-6' W. X 8'-0' H. PROVIDE TINTED IMPACT GLAZING, (THREE SECTIONS) ESP WHITE ALUMINUM FRAME P 8'-0' W. X 8'-0' H. (THREE SECTIONS) Q 2'-6" W. X 8'-O" H. SIDELITE R 2'-7" W. X 8'-0' 14 SIDELITE s G7� E=-7 E=LET T V-4° DIAMETER HOLLOW METAL FIXED 6/A-22 -45 E AND GLAZING ASSEMBLY SEE NOTE AND DETA III /A -I) FIXED 4/A-22 45 IN. RATED FRAME AND U 6-O' X 6'-O" HOLLOW METAL GLAZING ASSEMBLY V 7' 4' W. X 6"-4" H. WE GLASS BLOCK 5/A-22 I ED BLOCKS AND WALL ASSEMBLY W 6' 4' W. X 5'-2' H. BULLET RESISTANT ASSY. DRAWER 1.25" THICK A/A-22 ST. STI. PROVIDE ROLL DOWN 45 MINUTE AND STAINLESS ACRYLIC FIRE SHUTTER ON TELLER SIDE X 2-8' W. X 2-O' H. (LOCATED IN MAIL ROOM) ARCH SERIES 4000 STANDARD STORE FROM 2, 3/A-22 SIMILAR ARBLE SEE NOTE tt2 Y 4'-O' W. X 6'-O" H CASEMENT BY CGI MODEL 21388ACT CASEMENT 9/A-21 MARBLE E DOUBLE CASEMENT AT SKY812IDGE E 10/A-21 (NO SCREENS) Z L7� �TE=f� �L_�T�ID REFER TO SP-1 - SP-5 FOR WINDOWS IN THE FOLLOWING WALL PANELS, AA 2'-0" W. X 4'-0' H. ALUMINUM - _ PLASTIC LAMINATE REFER TO ELEVATION U. ON ID-6 BB 1'-3" W. X 5'-2" H. ALUMINIUM - - - SILL 18" ABOVE FINISHED FLOOR CC 2'-0" W. X 3'-8" P. ALUMINUM FIXED - - HEAD AT 6'-8" DD 3'-O" W. X V-8" H. ALUMINUM - - _ HEAD AT 6'-8° HORIZONTAL EE 3'-O" W. X 3'-8" H. ALUMINUM WINDOW - HEAD AT 6'-8° WECK 90 MIN. RATED GLASS BLOCK EXPANSION MATERIAL PER MFR. SPECIFICATION NOTE- ACCEPTABLE ALTERNATE FOR ALL EXTERIOR WINDOWS (A TH12U J AND Y) SHALL BE KAWNEER, CGI (CONSTRUCTION 114" MORTAR JOINT GLASS INDUSTRIES) AND TM PRODUCTS - FL SASH. w.-Ll 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 £SILL 2.) PROVIDE BRONZE TINTED NON -IMPACT GLAZING IN A WHITE ESP ALUMINUM FRAME. THESE THREE WINDOWS WILL REQUIRE HURRICANE STORM PANELS INCLUDE IN BASE BID. PANELS MANUFACTURED MEETING THE FOLLOWING MINIMUM SPECIFICATION LID OR EQUAL 3/8' DURROCK WILL BE ACCEPTED: IECE STEEL FRAME. METAL TRACK NUTE RATING) 5/8° STUCCO HURRICANE STORM PANELS AT WINDOW *X"- SHALL BE CORRUGATED ALUMINUM PER THE FOLLOWING CRITERIA, STOPS 6' X 22 GA. MTL. PANEL: EACH PANEL IS 13.5" AND 12" COVERAGE. PANEL THICKNESS IS .050 ALUMINUM STUDS ® 16' O.C. HEADER TRACK= WALL MOUNT: EXTRUDED ALUMINUM 6063-T5 ALLOY, 3-3/8" HIGH WITH A 2" CAVITY TO RECEIVE IRELITE GLASS (FULLY INSULATED - THIS PARTITION RUNS PANELS IN A MINIMUM .062 THICKNESS. W/ F.G. SOUND BATTS) UNINTERRUPTED FROM CEILING MOUNT, EXTRUDED ALUMINUM 6063-T5 ALLOY, 2" X 2" WITH A MINIMUM .062 THICKNESS. CONIC. FLOOR DECK TO 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. GLASS B L O K S I L L 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 ACCEPTED. 4 5 A-22 SCALE, 3'- 1'-0" REF. THIS SHEET -2 3.) THE WINDOWS LOCATED WITHIN THE 2" PORTABLE WALL PANELS SHALL BE SUPPLIED AND INSTALLED BY THE MANUFACTURER OF THE WALL PANELS. SEE ALSO SPECIFICATION SECTION 08354, ARTICLE 2.05. (HEAD AND JAMB S I M I LAR> 6" DIAM. STAINLESS STEEL FOUND SPEAK T U DEVICE Q I 45 MIN. FIRE SHUTTER BEYOPJD AT TELLER SIDE. BOX IS EXPIOSED AND IS NOT CONCEALED WITHIN THE CEILING / GE TICKET TRANSACTION WINDOW / WITH I I/4" LEXGARD 1250 GLAZING fTINIA OVIDE STAINLESS STEEL COUNTER 16" WIDE H RECESSED BULLET RESISTANT CASH TRAY AME IS STAINLESS STEEL BRUSHED OR POLISHED FINISH CORNER GUARD — EXPANSION ANCHOR TO SLAB AND HEAD AT 3 LOACTIONS WITH 3/8' DIA. E.D. 1/2" DRYWALL 2 X6 JAMB SECURED TO STEEL TUBE COL. ROUT BASE OF JAMBS AS REQUIRED. TO LET -IN STEEL FLANGE PROVIDE 2X6 STUD AND JACK STUDS AT HINGE SIDE STRIKE SIDE TINGE SIDE WIDE STYLE 2 I/2 X 2 I/2 X I/4 STEEL TUBE COLS. STORE FRONT 1/2° PLY. SPACER DOORS BY ARCH OR EQUAL. SLAB TO UNDERSIDE OF SLAB/ STRUCTURE ABOVE TO STIFFEN STRIKE SIDE OF EN TRY DOOR. DETAIL AT DOOR SC01 F: 3° = I'-n' P1=F TLJIC CIJGGT 7 w Y - Z o_ w m W :3 (C a V) 0) N M N o ~Q� ino Z� I Z a g o�Q) wog aoLo cn N U CL uj_ J Qv Z = rLLJ J a moz 0 in Liiw = W (D > a N Q WI'' 0 a 2 U 0 Q Q J Q W V) ^�.tL, I. O U W a _ ° Df I— O ILL U— N 0 OZ Z� J v ::) oau- !__IL m W C� Lu U of �i W _U —)>(L J LL —) 0 Uo �°° I- V w O x � O IL LE_ 0 DO 00 sLd Ns N W 2. m z t... LL z � w a N 0 — o z © SEPT. '04 THESE PEMS MD THE INFORMATION SHOWN HEREIN ME THE PILPERIY OF MUM WCON BEY ARM= PA AND Fes. DMLQMM OR USE MMF N WHOLE OR N PW IS E)MY RD- HBIIED wmDa WR111EF1 PFIi®011. COMM. NO: 040503VB DATE: 20 SEPT. 2004 BY: GVM /EPH CH'KD: PO SHEET NO. A-22 OF 27 LEGEND RECESSED CAN QO (AT MOUNTING WALL MOUNTED LIGHT FIXTURE HEIGHTS f SHOWN) CEILING MOUNTED FIXTURE PENDANT MOUNTED PM gCEILING 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 A/C REGISTERFN RETURN AIR REGISTER rzia 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 0 TERMS w ECC - EXPOSED CONIC. CEILING 578' DRYWALL. CEILING ON 20 GAUGE STEEL FRAME T24'0. SUSPENDED LINEAR METAL CEILING W Z w m W Q �� V) a 0 U o ° N N WMM m N Do o ~ Q Q Z� I Z W Q M r; 0—Cl) D-OW LL / N V) U 0'=Ld I' F_ JQv LLJ Z S U >- D] .. w J Q mir0 Low= W (D>a. I VL/ nn!�/ !__IL U W Q Z Dt F- O J ILL N ® V ~ 'T Z : Wm 04-1 o �[ m LLl z UJ ui U imw U >>a —j11 UJOC4BoO j U W O D_ D_ O o_ li m a Y o W m Ld cD z_ z w 0 0 N N H � d w w vi CK m to z m Lu a m o N 1 N tv O z Q I© SEPT '04 THESE PL S MD THE INFORMATION SHOWN HEREIN ME THE � R � OPoImm SWREY ucERCI& PA AND RSMW OIIOI . ODES OR ME RW HWE W W CEILING TILE SCHEDULE &®fOR sDO &�T FRo- HBIED Nf E RFN POC 6 REFER TO SHEETS A-23 THROUGH A-27 FOR LOCATIONS COMM. NO: 040503VB ARMSTRONG u1733, 24' X 48" X 5/8" FINE FISSURED, ANGIWITH DATE: 20SEPT, 200. WITH 15/16" EXPOSED TEE GRID. COLOR - WHITE TILE AND BY: EPH / _W ARMSTRONG U558, 24" X 24" X 7/8" CIRRUS OPEN GRID PCH'KD: PD SILHOUETTI, 9/16" BOLT SLOT 1/4" REVEAL GRID. COLOR - AND GRID. C. TYPE - III ARMSTRONG U607, 24" X 24' X 5/8" CERAMAGUARD FINE FISSURED, NON -PERFORATED W/ 15/16" SQUARE LAY -IN GRID. COLOR - WHITE TILE AND Q121D. SHEET NO. 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TYPE -I ARMSTRONG tt1733, 24° N 48' X 5/8' FINE FISSURED, ANGLED TEGULAR WITH 15/16' EXPOSE[JI TE GRID. COLOR - WHITE TILE AND GRID. B. TYPE - II AIZMST12ONG tt558, 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 APMST12ONG tt607, 24' X 24' X 5/6' CERAMAGUARD FINE FISSURED, NON -PERFORATED W/ 15 16' SQUARE LAY -IN GRID. COLOR - WHITE TILE AND GRID. ) LEGEND RECESSED CAN OO (AT MOUNTING WALL MOUNTED LIGHT FIXTURE HEIGHTS SHOWN) CEILING MOUNTED FIXTURE PENDANT MOUNTED PM CEILING FIXTURE 0 RECESSED CAN EYEBALL Or-, 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 s A/C REGISTER RETURN AIR REGISTER I EF 17XHAUST FAN CEILING MOUNTED 2X4 FLUORESCENT WITH CM WRAP AROUND PRISMATIC LENS CEILING MOUNTED IX4 FLUORESCENT CM WITH PRISMATIC LENS DROPPED DRYWALL HEIGHT AS SHOWN I HEADER ON STL. STUDS E A TERMS ECC -EXPOSEDLING CEILING 5/8' DRYWALL CEILING ON 20 GAUGE STEEL FRAME T 24° O.C. SUSPENDED LINEAR METAL CEILING IMPORTANT NOTED "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 Z w m N ~0 a V)C1 NO1O � N N m N V) o O ~ Q Z 1 Z Q_ O Z U N d :E Z �- m .. W jrOZ J Q 0 to W m W (D > a I— O U 0 LL N y� O (D ~ � d Z 73;m �QIL Q[m W?8 W W U U OOc w > > D_ _j E ULL O —I O i- (j�0 LL F- c� D_' O CL U- m a Y 0 o N m i W � K Z z O w U V) U1 d w vi � z m F a 0 N (V N O Z © SEPT. '04 THESE PLANS AND THE INMRIMTM SHDM HEREIN ME THE PRlPFAIY 6 11 1 DLIDIBTS E1RW ARWIVM PA AND REITAMCM, NSM1)M➢IES M Ug THERDIP N WH.AE 4N N w IS DPR y PID- HIM WRHWE w7m PEIOAmm COMM. NO: 040503VB DATE: 20 SEPT. 2004 BY: EPH CH'KD: PD SHEET NO. 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LEGEND RECESSED CAN �O T MOUNTING WALL MOUNTED LIGHT FIXTURE HEIGHTS SHOWN) CEILING MOUNTED FIXTURE I `NDANT MOUNTED PM CEILING FIXTURE RECESSED CAN EYEBALL 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 ,l FLUORESCENT LIGHT A/C REGISTER RETURN AIR REGISTER FX 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 TERM ECC - EXPOSED CONIC, CEILING 5/8' DRYWALL CEILING ON 20 GAUGE STEEL FRAME T 24' O.C. SUSPENDED 1_INEA12 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 -I Y a o - Z w m W Q cOD Vna)� N m N o o ~ Q Z® I Z wog Q U O — cn to (L0 N N U d = Li JQv Z rm O w J a jr0Z 0 LowOz w to > o- Ii CY D O U uJ Q T I— cy O J IL OU ~ v Z �m � o �D O a_j UQu_ �[ m Ill 2-9 WIll U U (Y w >>a U o 0 O cU) F-- U LAJ C Q m a Y 0 m EN z_ -J z w U O U) N E ~ W x t/1 C 0 z m '' U a 0 N N MIAO _ z © SEPT. '04 THEsE PE s mo THE INFYRNAATON SHM HEREIN ME THE MPOUY 6' EDH.N) MOM RIMY ARMM PA AND REPROWK:II(HM DMMDS R M IAIE RRI®F N MNIE OR N 1w 5 OPREMY PW— HHRD YNFpiff MNREN PFR169ON. COMM. NO: C40503VB DATE: 20 SEPT. 2004 BY: GVM / ..RJR CH'KD: PD SHEET NO. ®25 OF 27 12 SEE NOTES 7 I/A-16 SIMILAR / I T.C. EE XT. P.T. 2X4'S-ROOF TRUSSES A.T\ Z-0° O.C. oL +14'-8' (EL. + 25.17D - - — — — — — — A.F.F. ' 0 w 5/8' TYPE "X" GYPSUM -- BOARD, PAINTED I DOUBLE U BLOCK W/ 1 tt7 IN EACH sm Lo 1 b / P.T. 2X4'S \ AT 16" O.C. d \ Ia I, A-16 °I I I° I. I 1 I Ia I. I a 5V IN CONC FILLED CELL aT T 4'-O" O.C. MAXIMUM -)8'-0" HIGH ALUM, SECURITY FENCE ON TOP OF 12" WIDE CONCRETE WALL WEST FLAT SCALE, 1/8" - 1'-0" REVISES SHT. A-11 C STUCCO MOULDI SKY -BRIDGE TO EXISTING STUCCO TRIM, COURT BUILDING, SEE SHEET FIXED ALUM. SHUTTERS -- SEE DETAIL 9/A-I6 A-21, B-1 AND B-2 OL SECOND LEVEL F.F.-------- - +34'-3' EL. TOP OF BM. + 25.17 GENERATOR/SLAB BI TOP PCL OW I _O b ° b 5/8" STUCCO OVER 8" CONC. BLOCK i b I BI TOP °L I b I PCL ,I DUR-O-WALL LADDER I BI DOUBLE LI BLOCK W/ 1 3*7 IN EACH I TOP OF OPENING + 12'-O" A.F.F. TYPE HORIZONTAL REINFORCING AT EVERY I I GENERATOR OTHER BLOCK COURSE PCL PRECAST 8° X 8" CONC. LINTEL TOP OF OPENING + 10'-O" A.F.F. ° '----------- F FA I NG PLA - �y SCALE, I/& - I'-O° 5" CONC. SLAB W/ 6X6 10/10 SPRING TYPE VIBRATION TRUSS CONNECTIONS: I W.W.M. OVER 10 MIL. ISOLATORS a. SIMPSGN META 16 TRUSS SEAT 1490 tt UPLIFT VISQUEEN OVER CLEAN STUCCO J-BEAD COMPACTED TERMITE b, SIMPSON HETA 24 TRUSS SEAT 1890 tt UPLIFT SEALANT — I 1 REATED FILL- Jri - iD _ +O'-Q° (EL. + I0.59 b A.F.F. I tt5'S CONTINUOUS L T°_ - - - 3' DP. GRAVEL — —III—III—I - 11—III-11 I —III —III —III j I I 1-1 � 1-1 � f=11 I I I 1—I 11-1 I I I 1=1 I I _ � 1-1 I I —I I �—I I tt5 S AT 12° O.C. EACH WA 9' e 1-1-1 1-1 I I —III III —III —III —I —III—III—III— 1-1 1-1 I- I! 1-1 1/2" EXPANSION JOINT ; ; - ;11- -I- �1—�11,;11�1=1�I a I SEE FOUNDATION �� I PLAN I `? i AA I I iON r_ m A S6I2 - -�� I ,t A 5" THICK SLAB W/ � �__ __� ________ 6X610/IO W.W.M. SCALE: 3/4" = 1'-0" REF; FLOOR PLAN THIS SHT. G-I ^-------- REVISES 8/A-17 O i i —61 I I I I "p 1 I if) 7 5/8 i ° 19'-617 5/8" I '-6 3/4"Q L---- --- - ---- J `o 0--- - - II" THICK "' PAD W/ 16'-O' 12 O.C. E WAY LEVEL F.F. METERS EL TOP OF BM. + 25.17' OL EL. TOP OF SLAB + 10.5' \ :RP ATS-1 ATS-2 800 KVL GAS II e P L A SCALE, 1/8' - 1'-0° REVISES SHT. E-10 2 8'-O" ALUM. FENCE AND GATES WITH HEAVY DUTY HINGES AND HARDWARE, SET POSTS IN CONCRETE (SUBMIT SHOP DRAWINGS) LVAT I ON 1/8" - 1'-0' REVISES SHT. A-10 SEE E-10 FOR CONTINUATION DUCT TRIM AT DgORS PER 6/A-18, - j ALUM. COWL BEYOND LP-SI3 VIA PHOTO n=I I AKIM T(` -4 FOR INUATION ELECTP I CAL PLAN SCALE, I/& - 1'-0° REVISES SHT. E-4 (LIGHTING) — -- -- _ - — SPR. PUMP RM. Q 8'_Oc< 1 ' FINISH ROOF RETAINING WALL 2 ROOF O.H. NEW 0 1— — — — — — TRANSF. 7 r---------------------- I DUMPSTER 7 5/ " -O / I � 021 OL I � cm'F�l[L-5 ttV. INELCONC. LED CL (TYP,) - i m 32 ----------------- - ---16.E--- FIRE RATED STOR. VAULT ttI 572 S.F. 015 GRAVEL EXIST'G TRANSF. F 5/8" MECH. 018 H. FENCE ID GATES a. 800 KVA NATURAL GAS POWERED GENERATOR b. INTERNALLY INSULATED, EXTERNAL WRAPPED 32 16'-O" W. X 12'-O" H. OVERHEAD COILING DISC SI ENCE12 SUSPENDED FROM CEILING WITH SERVICE DOOR, SEE SHEET SP-1 DOOR SCHEDULE ISOLATION HANGERS PROVIDE 12" MINIMUM CLEARANCE FROM CEILING. ® 6'-8" WIDE X 6-8" H. 2 SECTIONS AIROLITE T608 OR EQUAL ALUMINUM LOUVER WITH POWDER COAT c, STAIINLESS STEEL EXHAUST FINISH. PROVIDE INSECT SCREEN AND WIRE MESH. TH12U WALL, ISOLATOR. PROVIDE THRU WALL THIMBLE COORDINATE SIZE OF OPENING ® 9'-4" WIDE X 9'-6" H. 3 SECTIONS AIROLITE T608 WITH MANUFACTURER. TURN EXHAUST PIPE OR EQUAL ALUMINUM LOUVER WITH POWDER COAT UP 3'-O° WITH RAIN CAP. FINISH. PROVIDE INSECT SCREEN AND WIRE MESH. Ld Z a w m V) ~ o w Z) c0 a V) 0) N m N o F-Q a C Zo l Z U Q — 0) to Q w, J N N CL = U t\ LAJ v J Q t� I—uj Z= rm•• J Q �0Z 0 wX Un W ca>a U a W p I m Q U ld J Q w N V J O U T 1) o LL LL C9 W C'4 O z z� p Dim J p a-j D U QU- Q[ m W Z 8 LJv D a LL J oof U O O UNIL U W w O D_ u- m a Y 0 m I w o z N 0 W W to Z 7 W Q n N 0 a o z © MAR '05 THESE P MD T E INMRWMM 91QNH HEREIN ME THE N6FRIY % EIIWIO NN6EY IWCRRDIi. PA w REPpON ow' 05QWL w mE 111fiLF N MIOIE OR N PNIf 6 W.E19.T PRD- halm vnDpur xanEx rwlsva,. COMM. NO: 040503V8 DATE: 08 MAR 05 BY: KPB CH'KD: .FB SHEET NO. G-1 OF ONE 3L'I PLANTERGs�L MAIL i I I I I I I I I I I I I I rexposed concrete SPRINKLER PUMP ROOM 014 - — / \\\� I EQUIP. YARD (GRAVEL) rexposed concrete GENERATOR cc 021 �f L J SEE SHEET h. 2 ° i� posedncrete M 018 EXIT I i PLANTER e PLANTER - I w-h h ham, w � &NL%, a-, 10, momgg M nnnmun'a h. /-INF,442MATION iimwi___, ,n urn Mrs ■11■iNin+wSwiiiieii�; C�lum 1►1JJ�V1►]\'■I 1�iZzL >_ 1IM091 maw —aLU4 :III■■■� I■■■s ��■�I■■��I ■Ls:R11■■■■m■■J% eJ��iiil3'■Iliiii� CLOSET MEN ENTRY ROTUNDA Lql_2_j 10131 I i i I exposed concrete ° LEASE SPACE -------- 1242 SF I I I I i I I I I I I I I FUTURE I COMMERCIAL I ° KITCHEN AREA I 3 I I e. I I I INTEQIO�), FINISHES (STQEET LEVEL/ SCALE: 1/8" =1'-0" FLOOR AREA - 10,384 S.F. exposed concrete EASE SPACE 023 1780 SF INTERIOR FINISHES I. CAR CARPET - SHAW CONSTELLATION EW24 26410 CELESTIAL. CARPET BORDER - SHAW POWER OF ONE 50485 ROYAL II. -CERAMIC TILE (FLOORS) FIELD TILE - CROSSVILLE CERAMICS 12 X 12 MOUNTAIN STONE SERIES AV31 CASCADE 1. TILE BORDER / GRAPHIC TILE - CROSSVILLE CERAMICS 12 X 12 MOUNTAIN SERIES AV 32 SIERRA NEVADA 9. ACCENT TILE - CROSSVILLE CERAMICS 12 X 12 MOUNTAIN SERIES AV 36 BLUE RIDGE 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. NER GUARD 90 DEGREE CORNER GUARDS - AC12OVYN SSM - 10/20 - 920 ALMOND, 60' HIGH. 135 DEGREE CORNER GUARDS - ACROVYN SM - 20M - 920 ALMOND, 60" HIGH. IV. rRANSITION ST121PS 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 OI MALIBU SAND V VE12AVAILABLE THRUI PHONE 1 (800) 643-7463 BORDER PAVER - TARMAC YBOR CITY 11 12XI2 - COLOR RED I VER - TARMAC HALLANDALE - PARQUET PATTERN - COLOR PEACH VI. PEILING TILE (SEE SCHEDULE ON SWEETS A-23 THROUGH A-27) VII. VINYL TILE T. . FIELD TILE-, TARKETT 12XIZ 1326 PARCHMENT/ MULTI S. GRAPHIC TILE ttl - TARKETT 12X12, 1359 ORANGE t. ACCENT TILE - TARKETT 12XI2, 1360 REAL BLUE VIII CERAMIC TILE (WALLS) U. *FIELD TILE - DAL -TILE 4X4 ALMOND KI65 V. GRAPHIC TILE ttI - DAL -TILE 4X4 BIMINI BLUE 1223 W. GRAPHIC TILE 42 - DAL -TILE 4X4 MEXICAN SAND KI74 1.) PROVIDE COVE TILE AT BASE AND PROVIDE SULLNOSE 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. X1. PAINT COLORS I.) WOOD DOORS- ALL SOLID CORE BIRCH VENEER DOORS TO BE - PAINTED BENJAMIN MOORE 1658 J STEEL DOORS / STEEL FRAMES - BENJAMIN MOORE 1658 XII EPDXY TERRAZZO FLOORING 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 (PROVIDE SAMPLES FOR COLOR APPROVAL BY ARCHITECT AND OWNER) OTEI PROVIDE BRASS DIVIDER STRIPS BETWEEN COLORS TYPICAL XII HIGH PRESSURE LAMINATE LAMINATE aa. FIELD - FORMICA HIGH PRESSURE LAMINATE APPLIED BY TATE ACCESS FLOOR COLOR TO BE PORCELAIN GRAPHIX. XI . WINDOW TREATMENTS bb. I" MINI ALUM. BLINDS W/ STEEL HEADRAIL I' X 11/7 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/ID-9, MAX. LENGTHS OF 48". SUPPLIED AND INSTALLED BY AN AUTHORIZED DISTRIBUTOR, XVI, TRAVERTINE MARBLE dd.18, X 18" OVER 1/2' CEMENT BACKER BOARD OVER 3/4" METAL HAT CHANNELS AT 16O.C. TO 8'-O" HIGH ON WALLS OF GRAND LOBBY SEE SECTION 1/A-13. XVI . BACKING FOR OWNERS ARTWORK e. PROVIDE SIX (6) ROWS OF IX6 P.T. VERTICAL FURRING BEHIND DRYWALL FOR OWNER SUPPLIED ARTWORK, TYPICAL AT ALL 5 FLOORS. HEIGHT MASONRY BLOCK WALL MASONRY REINFORCED SHEAR WALL FULL HEIGHT 12ELOCATABLE PARTITION FULL HEIGHT 12ELOCATABLE PARTITION iO'W. X 48"H. GLASS PANEL 1TED STEEL FRAME WALL (FIXED) 'D 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 £ FINISHES. Y � � Z w m W :3(D Q V) Naafi N U Lj m N o o 1— Zol ZV) W Q U QUO% �0� < < u- N v CL Z J .< Q rmw Z W S W > n_ N U a W F- 0 LO = Q U 0 Q a J Q LLI V) D 0 U UTj Q T I- 0 LL J U_ G OZ CO ~ � � aJ 0 ,L� O Ug� 01 m Ill Z Wu.1 UGw U>o JW J0 UO c~n Q° F- U w m o a. a Y y Y h w z O x E O U z J Z V)> w w I PI ¢ m m o oe oe w a C3 o Ir w Z V) . Ld A w sRQ m O V! > w � w g W o: m m o Z U U LJ m c - Z C SEPT. '04 THEE pwis MD THE INi'ONWTION SHOWN HEREIN ME THE aRWM a m umwas N.aEr AN�M PA MD REAtODOC w. nmmme W IRE iHElimF IN N/NNE w d w 6 DAT&RT RID- N®IIED Ni11pUf WPonFN PD06GON. COMM. NO: 040503VB DATE: 20 SO'T., 200 BY: GVM CH'KD: PD SHEET NO. 0_1 OF TEN mi w INSTALL 1/7 PLYWOOD UNDERLAYMENT i 0 ® bb. LOWER ACCESS FLOOR 1/2" FOR EVID, STOP� /' b% bb, / PLYWOOD UNDERLAYMENT. xnnnl=--=dnnu nmm�unm—=nnm J, - (®)MAIL I • WORK-COPYD• ■I density Q•v u CC-10 �a 1 SHELVES SECURE FILES 113 SHELVES (N,I.C.) -Z UNI51 IQ, fax machines S ID-5 OPEN OFFICE bb. 114 bb. __ bb. bb. I ELEV. LOBBY I18 INTERIOR FINISHES SCALEP 1/8" - 1'-0" FILE 116 /-a �j mmmwl nnmxl _ nnnnnmmu STAIR I 1" Jill ill = 9tt1t ill IN 11111 i�Gl OPEN OFFICE 125 laa z Ilk copy machine cabinet tea, courtesy mail boxes T ID fiD UNISEX 119 h- h` UNISEX 120 bb. INSTALL 1/2' CEMENT BOARD UNDERLAYMENT. 1. • • (F I QST FLI30Q 1 126 II in h. high density files IL bb BREAK •• �INI44b INSTIII •LLI O •. UNDERLA FLOOD AREA - 10,616 S.F. TEI i FER TO AF SHOTS FOR 2 LOCATIONS OF )2' PLYWOOD AND )¢' CEMENT BOARD\ON TATE FLOOR SYSTEM. r INTERIOR FINISHES I. CARPET 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 NOTEI.) INSTALL 1/2° 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 I/2" CEMENT BOARD UNDERLAYMENT, COORDINATE WITH TATE. 2 II, MICE F 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 LTO3 -RUST 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 - 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 VINYL TILE TO CARPET - bb. Z. RUBBER FLOORING / RUBBER TREADS - ENDUI22O FLOORING SQUARE PATTERN, COLOR TO BE OI MALIBU SAND AVAILABLE THRU, PHONE 1 (800) 643-7463 V. PAVER M. BORDER PAVER - TARMAC YBO12 CITY II 12XI2 - COLOR RED bb. 7L. FIELD PAVER -TARMAC HALLANDALE -PARQUET PATTERN -COLOR PEACH ILING TILE 1:t (SEE SCHEDULE ON SHEETS A-23 THROUGH A-27) d VII, VINYL TILE T. FIELD TILE - TARKETT 12X12, 1326 PARCHMENT/ MULTI (conc.) (light broom finish) S. GRAPHIC TILE ttl - TARKETT 12XI2, 1359 ORANGE t. ACCENT TILE - TARKETT 12XI2, 1360 REAL BLUE NOTES: 1.) PROVIDE 1/2' PLYWOOD UNDERLAYMENT UNDER ALL VINYL TILE. r 2,) ATE FLOOR WILL BE LOWERED 1/2' FOR PLYWOOD IN VINYL TILE AREAS. 0 VIII. CERAMIC TILE (WALLS) �Q U. FIELD TILE - DAL -TILE 4X4 ALMOND KI65 (SEE NOTE BELOW) m Z. GRAPHIC TILE a1 - DAL -TILE 4X4 BIMINI BLUE 1223 W. GRAPHIC TILE 1*2 - DAL -TILE 4X4 MEXICAN SAND K174 N TEI 1.) PROVIDE COVE TILE AT BASE AND PROVIDE BULLNOSE TILE AT TOP OF WAINSCOT. 2.) GROUT COLOR TO BE WHITE. IX. PLASTIC LAMINA E COUNTERTOPS - FORMICA 7019-58 PORCELAIN GRAFIX CABINETS - FORMICA 913-58 INDIAN SMOKE X. VINYL BASE FLEXCO VCB 049 WINSOR - ROLLED STOCK. bb. 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 bb. )DRYWALL WALLS -BENJAMIN MOORS 953 OVER LEVEL 4 DRYWALL FINISH. 2 PAINT FINISH SHALL BE 'EGGSHELL°. XII. EPDXY TERRAZO FL GRIN Y. FIELD - WHITE WITH LIGHT TAN POURED TERRAZO (PROVIDE SAMPLES FOR COLOR APPROVAL BY ARCHITECT AND OWNER) /conc.� '\� Z. WAVY GRAPHIC - VARYING SHADES OF BLUE POURED TERRAZO (light broom finish) (PROVIDE SAMPLES FOR COLOR APPROVAL BY ARCHITECT AND OWNER) NOTE, PROVIDE BRASS DIVIDER STRIPS BETWEEN COLORS TYPICAL Z XIII. HIGH PRESSURE LAMINA aa. FIELD - FORMICA HIGH PRESSURE LAMINATE APPLIED BY TATE ACCESS FLOOR J COLOR TO BE PORCELAIN GRAPHIX. m XIV. WINDOW TREATMENTS bb. I" MINI ALUM. BLINDS W/ STEEL HEADRAIL I" X 1-1/7 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 NEIGNT MASONRY BLOCK WALL un SOLID MASONRY REINFORCED SHEAR WALL 2" WIDE FULL NEIGNT 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. vi- u • -CL • LO Lu . .. • Li . • . • LO w: Il�,px.,wI'Np.x„ �I' n�IAIIII,�1i1�I;nIIIIIWi�IN iiiglmlllllllmlm l_JL O U Q TW 1 0 ly LL O zON 00 ~ ON p ::)� �j OQii um wZ8 W > RE _U I IL > a J O � _ Uo U)�° w O Co Y m a Y yy a Z 0 0 U Z o m � S w M 0 Of i N o O w fe N w oc In Z v C W W Q © SEPT. *04 THE PUNS MD THE INPDRWTIDN 94D HEREIN ME THE PU'MIY OF E MNSAS WNW /T61P = PA MD ROMWMA DSMOM S DR USE BOW YI MKIS 0 N PMf 6 aFROMYP COMM. NO: O4O5O3VB DATE: 20 SEPT. BY: GVM CH'KD: P(A SHEET NO. ID-2 OF TEN BALCONY (light broom finish) 2 INERGEN BOTTLES b. FOR FIRE SUPPRESSION SEE SHEET FS-2 (light broom finish) ,conc.) rrEM STAIR ELEV. LOBBY Z bb. c_� r / r r r 4� FILES 204 cr;; rl Full height 'chain link wall bb. I w/ lockable S-6" W. x 7'-0"H gate. rl bb. 2 CONTRACTOR TO/ cL� r PROVIDE MORTAR b" bb ` r TOPPING ON SLAB TO SLOPE FLOOR _ 7 TO F.D. IN MECH. " a CLOSET. (TYPICAL FIRST TH12U r % / FOURTH FLOORS) '.. • ,� 2 I bb. 1� r/ m bb. �l � r I r ' I cL, bb. - 1 bb. j I r� 2 RQ 17a 2�05 ELEC. In. ROOM t 208 UNISEX 212 L7� OPEN OFFICE T O 221 0 rCONC J ELEV. bb. bb: I cL„ bb. rb' bb. r i bb. ee (spla`r� I j bb. SIZ)900-GE PLAN SCALE: 1/8" = 1'-0" UN UNISEX 230 INSTALL 1/2' CEMENT BOARD UNDERLAYMENT. ELEV. LOBBY 229 IIIIIIIII�IC LOWER ACCESS FLOOR 1/2' FOR PLYWOOD UNDERLAYMENT. 1 202 1 ra, AUDI O 207 I IV 1.�j . OPEN OFFICE ® 210 h. 4 tea, OPEN OFFICE high density files 216 vvvrcni yr 2ME:zz=2 2N ----- --- 0 h. h. OPEN OFFICE 224 ra � bb. bb. RECESS TATE FLOOR 1/2" FOR 1/2" CEMENT BOARD UNDERLAYMENT bb. ' bb. RECESS TATE FLOOR'/2" FOR 1/2' PLYWOOD UNDERLAYMENT. NOTE, •• •� bb. REFER TO AF SHE FOR LOCATIONS OF N PLYWOOD AND Y° CEMENT BOARD\ON TATE FLOOD:sYsT EM, I NTT 10P FINISHES (SECOND FLOOQ) SCALE: 1/8" It r-o" FLOOR AREA - 12,032 S.F. conc) (light broom finish) Z 0 Q M broom finish) INTERIOR FINISHES I.cA CARPET - SHAW CONSTELLATION EW24 26410 CELESTIAL Q PROVIDE 24' X 24" CARPET SQUARES FOR TATE ACCESS FLOOR SYSTEM. b. CARPET BORDER - SHAW POWER OF ONE 50485 ROYAL NOTES, D INSTALL 1/2" CEMENT BACKER BOARD UNDERLAYMEN:V4VH RE CERAMIC TILE FI-0012S ARE PROPOSED OVER TATE ACCESS FLOOR. MUD SET FOR SLOPE TOR DRAINS IN RESTROOMS. 2.) TATE FLOOR TO BE LOWERED IN 12ESTROOMS TO ALOR SLOPE TO DRAIN AND QI/2' CEMENT BOARD UNDERLAYMENT, COORDINATE WTE. 2 11. CERAMIC TILE (FL R C. FIELD TILE - C12OSSVILLE CERAMICS 12 X 12 MOUNTAIN STONE SERIES AV31 CASCADE d. TILE BORDER / GRAPHIC TILE - C12OSSVILLE 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 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 - 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 THRUI PHONE 1 (800) 643-7463 V. PAVERS 'I BORDER PAVER - TARMAC YBOR CITY II 12X12 - COLOR RED 7b, FIELD PAVER -TARMAC HALLANDALE -PARQUET PATTERN -COLOR PEACH VI. CEILING TILE A2 (SEE SCHEDULE ON SHEETS A-23 THROUGH A-27) VII. VINYL TILE r. FIELD TILE - TARKETT 12X12, 1326 PARCHMENT/ MULTI S. GRAPHIC TILE #I -TARKETT 12X12, 1359 ORANGE t. ACCENT TILE - TARKETT 12XI2, 1360 REAL BLUE NOTES, 1.) PROVIDE 1/7 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. 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 NOTE, 1.) PROVIDE COVE TILE AT BASE Q AND PROVIDE BULLNOSE TILE 2 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 XI. PAINT COLORS 1.) WOOD DOORS- ALL SOLID CORE BIRCH VENEER DOORS TO BE - PAINTED BENJAMIN MOORE 1658 2.) DOORS / STEEL FRAMES - BENJAMIN MO RE 65 A3.) DRYWALL WALL - BE JA N M OR 95 OVER LEVEL 4 DRYWALL FINISH. AINT FINISH SHALL SE "EGGSHELL". XII. TERRAZO FLOORING 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 TE12RAZO (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 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 £ FINISHES. w z� Lj M 0 w Q (00 fN01O N m y o o ~Qqt Zpl Za W U O C) SON z to ^ C) Cn J N _ v o- 0 F J Qv Z V pmw J Q WOZ f7 tr) w = W tD > 0_ ,IaIIIN111n�,aIININi1, �nI�NItl�Rllllllli �IIflI�illli��IIID' Q W N I..IL O U Z �-- ly O IL N OZ Z ' �_J �M 0 QIL L JLM W 29 WW U U of w _5>a _DILL Uo —' O� U)°° U LH°I O 0- L� Ea Y m Y 0 U z z 0 m 0 I a o � a z vu') o W to Lj o Z w a o N 0 © SEPT. '04 THERE Pura AND THE INFORMATION SHOWN HERON ME THE IIIONM a m DrDT6Ni .RDEY.WOrDDl6 PA AND ROMMCMIS, 06CtONMES Or USE 7HOW N rHOIE W N PNO S FAY PIP Rem wnHM W fffEN POANNOK 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) conc.) O U Q m bb. L77I I 3B lo-� 3C I 1 PRINT 303 I I 304 AIL---- 3G ID-7 M 771 3F Iwo CAMERA 307 DATA A � I I[ Ph. i high h. density I tape storage-1j I IP OPEN OFFICE 317 SUPERVISOR 319 bb. bb. 2 CONTRACTOR TO - PROVIDE MORTAR TOPPING ON SLAB TO SLOPE FLOOR TO F.D. IN MECH. CLOSET. (TYPICAL FIRST THRU FOURTH FLOORS) ATOP L high density h. h. tape storage h �° J 0 rCONC J TAIR 2 bb. bb. bb. oI NTEP I OQ FINISHES SCALE: 1/8" = 1'-0" 311 312 LOWER ACCESS FLOOR 1/2' FOR PLYWOOD UNDERLAYMENT. rl. � TS AIR 1 OPEN OFFICE 3 33 F I i i i I ' i 312 I, IL 3S -- HALL SEX 327 ■■I�111 a • n bb. bb. bb. UNISEX BREAK 330 332 INSTALL 1/2' RECESS TATE FLOOR CEMENT BOARD FOR I/2' PLYWOOD UNDERLAYMENT. UNDERLAYMENT. ELEV. LOBBY 331 bb, bb. bb. (TH1;.:.'D FLOOQ) OFFICE 314 318 3T 3U 326 SUPPORT SYSTEMS 328 2 WORK STATIONS 334 TRAINING ®w 335 � 3k OR AREA - 12,032 SF NOTE, REFER TO AF SHEETS FOR LOCATIONS OF)T PLYWOOD AND V CEMENT BOARD\ON TATE FLOOR SYSTEM. A rconc.) (light broom finish) Z 0 U J m (light broom finish) INTERIOR FINISHES I. jaPA2CARPET - SHAW CONSTELLATION EW24 26410 CELESTIAL. PROVIDE 4' X 24" CARPET QUARE OR TA ACCESS FLOOR SYSTEM. b. CARPET BORDER - W O 5 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 I/ ' C ENT BOARD UNDERLAYMENT, COORDINATE WITH TATE. 2 11. CERAMIC TILE (FL C. FIELD TILE - CROSSVILLE CERAMICS 12 X 12 MOUNTAIN STONE SERIES AV31 CASCADE d. TILE BORDER / GRAPHIC TILE - C12OSSVILLE 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. 12EST1200M 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 III. CORNER GUARDS IL. 90 DEGREE CORNER GUARDS - ACROVYN 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 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 YBO12 CITY II 12XI2 - COLOR RED 7 F D PAVER - TARMAC HALLANDALE - PARQUET PATTERN - COLOR PEACH VI. CEILING TILE (SEE SCHEDULE ON SHEETS A-23 THROUGH A-27) Q L 2 VII. VINYL TILE r. FIELD TILE - TARKETT 12XI2, 1326 PARCHMENT/ MULTI S. GRAPHIC TILE VI - TARKETT 12XI2, 1359 ORANGE t. ACCENT TILE - TARKETT 12XI2, 1360 REAL BLUE NOTES, 1.) 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 KI65 (SEE NOTE BELOW) V. GRAPHIC TILE ttI - DAL -TILE 4X4 BIMINI BLUE 1223 W. GRAPHIC TILE U2 - DAL -TILE 4X4 MEXICAN SAND KI74 2 Q NOTES, I,) PROVIDE COVE TILE AT BASE AND PROVIDE BULLNOSE TILE AT TOP OF WAINSCOT. 2.) GROUT COLOR TO BE WHITE. IX. PLAS L I 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 Z) STEEL DOORS / STEEL FRAMES - BENJAMIN MOORE 1658 A3.) DRYWALL WA LS - BENJAM N M ORE 953 OVER LEVEL LEVEL FINISH. P INT FIN, H SHALL BE "EGGSHELL". XII, TE12RAZO FLOORING 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 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 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 � FINISHES. } W J Y a p - Z CL w m V) ~� a NO'o U N M V) o o ~— ZpCD ZV) " a W 0 co LO a c C4 U E- 3 O �_ J Qv Z D = >_m Q z HMO W CD > d J Q W V1 c l� O U uj Q 1 0 LL (9 LL N H J O) Z p :D:)� 0Q11J I_1L M WU W C9 �>a __ j LL U0 -j O U) o0 4- U W w it O U- aa Y m x �d z 0 0 U z_ Z Z > a m o g I � a 8 z En o y FFz V Laa o I© SEPT. '04 TiESE PUNs'MD I THE INiTHINTON SHOWN HEA�N ME TIE MmPM W AMM M PA AND IEPIIQDUC11016, D AYS OR I!g T10EOF M WI{DiE OW M PIAf 6 aGTL�T eE- COMM. NO. 040503VB DATE: 20 SEPT. 200 BY: GVM CH'KD: PLID SHEET NO. ID-4 OF TEN LOUNGE 403 RECESS TATE FLOOR FOR 1/2" PLYWOOD UNDERLAYMENT. A INERGEN BOTTLE FOR FIRE SUPPRESSION (light broom finish) 2ATED STOR. h. (light finish) ,conc.) iJ ro. 404 I.S. COORDINATOR I I bb r-o:J fconc Z 0 Q m rr1� NONErr •• IRnnnnnm—nnm--nm 4D 4C ID 8 OPEN OFFICE 409 CIC•7. high density files , HUMAN JNISI RESOURCES 415 414 I ro J r° J ID-8 i OFFICE 422 ro Ram AUDITS ✓, o J 419 CONF. 4 423 bb. bb. 2 CONTRACTOR TO - PROVIDE MORTAR TOPPING ON SLAB TO SLOPE FLOOR TO F.D. IN MECH. CLOSET. (TYPICAL FIRST TH12U FOURTH FLOORS) 4H 424 MENTAL HEALTH O rCONC-" TS AIR 2 0 I I I I Lra�J I I ELEV. LC 433 r°, rd� r° 1 b . bb. bb bb. LOWER ACCESS FLOOR 1/2" FOR bb. bb. PLYWOOD UNDERLAYMENT. \ TS AIR i OFFICE 420 ro J ✓OCR FILE 427 STOR. 428 OFFICE 432- r❑ J rQ � OPEN OFFICE i 417 r.o � LIE�]I h: r° 1 IFF I CE 421 r° 429 WORK AREA 436- h. Pr r° J bb.JWor-S BREAK ROOM tI' [437� t bb. bb. h RECESS TATE FLO NTEI\pI OP FINISHES FOR1/2" PLYWOOD C � ®I I � � I I � � �^y ®�� UNDERLAYMENT. 434 INSTALL 1/2' CEMENT BOARD UNDERLAYMENT. OFFICE 435 mot SCALE, va" - r-o" FLOOR AREA - 12 032 S.F. IJOTE, REFER TO AF SHEETS FOR 2 LOCATIONS OF) PLYWOOD AND X�' CEMENT BOARD\ON TATE FLOOR SYSTEM. conc.) conc.) Q INTERIOR FINISHES 1. 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 NOTES, I.) INSTALL 1/2' CEMENT BACKER BOARD UNDERLAYMENT WHERE CERAMIC TILE FLOORS ARE PROPC 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 IL CERAMIC TILE (FL (FL�p�)' C. FIELD TILE - CROSSVILLE CERAMICS 12 X 12 MOUNTAIN STONE SERIES AV31 CASCADE d. TILE BORDER / GRAPHIC TILE - C12OSSVILLE 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. 2EST1200M 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 w Z m w �(D Q (N C+1 O N m V) o 00 ~Q� zol Za O -cy) W a0� N U D- = ^ 0uj J Qv Z U >_ DO J a =OZ 10 to W = W to>0- !''�pnq���' 1111wIIhhIIIl01�h • ;idI��111�11IN11N�111111 III, CORNER GUARDS h. 90 DEGREE CORNER GUARDS - ACROVYN 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 - LLI W 1. RUBBER FLOORING / RUBBER TREADS - ENDURO FLOORING SQUARE PATTERN, COLOR TO BE OI MALIBU SAND AVAILABLE THRU, PHONE 1 (800) 643-7463 V. PAVER 7)L. BORDER PAVER - TARMAC YBOR 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 T. FIELD TILE - TARKETT 12XIZ 1326 PARCHMENT/ MULTI ht broom finish) S. GRAPHIC TILE #I - TARKETT 12XI2, 1359 ORANGE t. ACCENT TILE - TARKETT 12X12, 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 ND v. GRAPHIC TILE ul -DAL-TILE 4X4 BIMINI BLUE I22 W. GRAPHIC TILE #2 - DAL -TILE 4X4 MEXICAN SANI I.) PROVIDE COVE TILE AT BASE 2 AND PROVIDE BULLNOSE TILE AT TOP OF WAINSCOT. 2,)GROUT COLOR TO BE WHITE. IX. PLA 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 E DO RS / ST L FRAMES - BENJAMIN M RE 1658 3.) DRYWALL WALLS -BENJAMIN MOORS 953 OVER LEVEL 4 DRYW L FI ISH. l � PAINT FINISH SHALL BE "EGGSHELL'. i XII. TERRAZO FLOORING 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 fight 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 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-PO12MED 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. D 0 U W a 0 I— ly o LL u N OZ Z� j 7 0 QIkL 1_1L M W 2 LULLJG v�W E >a -I O � _J U o U) F U W 0 D_ t+_ m m Y o_ Y mod' z 0 0 0 U _z z > in I Q w Of a � z o Z O cn O O W W < r � 0 z © SEPT. '04 THESE PLANS MD THE INIDRMATIDN SHOWN HEREIN ME THE PIOPSOY W D umu.ws anET• ARDMIS PA AND 0E4001)(IRIRi, OR USE now N NINE OR IN PMO 5 EMI T PIO- HVM WTRgHf WIMM Pe0WSS11. COMM. NO: 040503VB DATE: 20 SEPT, M0 BY: GVM CH'KD: PLID SHEET NO. ID-5 OF NINE r P - 4X4 COV TILE STORAGE (CONT.) (STREET LEVEL) ID-6 JANITOR CLOSET (TYP.) fD� (STREET LEVEL) 3/4" BC PLYWOOD VERTICAL SUPPORTS COVERED W/ PLAS. LAMINATE P.T.H O S.D. �o 4X4 COVE .•.. ' li �iii\\I IN INN IMMMmMmMwMMl 4X4 BULLNOSE TILE TILE ul ~ GRAPHI TILE u2 GRAPH — TILE #I 'INSULATE COVE PIPES TILE MEN / WOMEN (TY ICAL) (STREET LEVEL) " PLASTIC LAMINATE OVER 3/4" N.D. PARTICLE BOARD 3'-0" -6 2'-9' 2 ADJUSTABLE SHELVES (o �� 11 --- --- ---- .O MICRS O 4' BACK PLASH ;o , = i� (o Q -- - iQ 11 lix REF. 2'-6" S.F. 2'- PLAS. LAM. OVER 3'-O" 2'-9' 3/4" MARINE GRADE PLYWOOD AT SINK ID-6 BREAK - ROOM l05 (IST FLOOR) 12" TYP. I PLASTIC. LAM. OVER 3/4" MARINE GRADE PLYWOOD-� LL BOX SLOTS I IMAIL NSTRUCTED OF zo 3O H.D. PATOIC E E 12" TYP.-1 I zo in 19 EQUAL SPACES STORAGE _ ROOM OO2 (STREET LEVEL) e _PLAS. LAM. OVER 3/4" BC PLYWOOD .-4" PLAS. LAM. BACKSPLASH w -i Y Q p - Z a w m w Q =)m CNN (A in In m V) V) o o Pa4 Zp I Z W a g porn o a0U) N U IL = U I� Lai .. LLI Z m rm J Q moz In w = w co > Cl- rillililirwillillilrNI WINDOW "W" A Iil I Q 6" A. ROUND ST, STL, [ SPEAK TH IJ DEVICE I I [ (3) 30" X 60' 6'-O' UNIT. DIM. IRE SHUTTER HOUSING TACKBOARDS 42-1/2" R.O. ABOVE Q GE TICKET TRANSACTION 4" HIGH WINDOW W/ LEXGARD PLAS. LAM. 2 j 1250 GLAZING LEVEL 3) 4' HIGHBACKSPLASH ID 9 p[ • p 16" W X 3' H. STAINLESS PLAS. AM. F w 0 S TEEL COUNTER W/ AM. O VER PLAS. L F BACKSPLASH m - ED /4' BC PLYWOOD � BUILT IN RECESS 3 OPEN 14 - _ BULLET RESISTING CASH TRAY (CENTERED C� OPEN OPEN OPEiV O OPE3V Fq p ON BLOCK WALL) Q N N CONSTRUCT 18" WIDE w - _j PLASTIC LAMINATE V) BASE CABINET AND 18'-0, I' 6' 3'-O" I'-6' COUNTER TOP. KNEE CONSTRUCT FLUSH 'I S.F. "I REF. "1 (6 EQUAL SP CE > HOLE W/ ST. STL. PASS THRU COUNTER ID-6 HALLWAY (STREET LEVEL) D6 INFORMATION - ROOM OII (STREET LEVEL) 0 PLAS. LAMINATE OVER 3/4" BC PLYWOOD 12" MAILBOXES (9'W.X9"H.) TYP, N II II II II 4" PLAS. LAM. to BACKSPLASH OPENOPEN OPEN OPEN in -- -- II -- II - II II'-0" (4 EQUAL) 2'-3" 2'-3' 2 ID-9 ID-6 MAIL -ROOM 102 LIST FLOOR) 4'-0" WIDE PANE I/4° TEMPERED -�`-- GLASS IN ALUM. FRAME ADJ 5" DIA. HOLE FOR SHE 2'-9" AT / HANDICAP ST. STL. TALK THRU (CREATIVE INDUSTRIES MODEL a5FR p O / WWW.Cl2EATIV IND.COM) it O m 1DI­6 p iv th Q ? iv I PLAS. LAM. COUNTER W/ BUILT IN PASS LEI THRU TRAY 2 ID-6 kPASS THRU WINDOW (TYPIC (IST FLOOR) 2 I PLAS. LAM. OVER ID-9 PLAS. LAM. OVER ID-6 3/4" BC PLYWOOD 3/ DIAGONAL 6' i'-6" 1'-6" 6 NOTED PROVIDE 3/4' MARINE GRADE PLYWOOD AT COUNTER TOP AROUND SINK - 18'-0" PLAS. LAM. C VER 3/4" BC PLYWOO 18" DEEP BAE E CABINETS OPEN OFFICE - ROOM 114 LIST FLOOR) BR CES BELOW 1 ADJUSTABLE SHELVES 3" R. i -- - �- - 0 4' PLAS. LAM. i 0 ---I--- - - iv BACKSPLASH ID-9 BASE MICRO 4" KSPLASH ;o 1 1 CABINET J L - - - - - O `---- 0 r r I I,, II II - ---- m --- Q -- - - f_ 72 2'-6' S.F. 2'-7 LAM, PLASTIC (5 EQUAL) OVER 3/4' BC PLYWOOD ID 6 BREAK - ROOM 123 (IST FLOOR) OPEN OFFICE 125 (IST F OOR) PLAN VIEW AT SCALE, I-I/2' - 1'-0" REF � n � 1 1 3" R. Q II 11 J L, C12E TIVE INDUSTRIES MOD L 1211-OW RECESSED STAI ESS STEEL PASS THR TRAY (WW ,CREATIVEIND,COM) ADJUSTABLE SHELVES /—PLAS. LAM. OVER 3/4" BC PLYWOOD 12'-6" (5 EQUAL) CREATIVE INDUSI MODEL 1211-OW RE STAINLESS STEEL PASS THRU TRAY BULLET RESISTANT WINDOW OTHER MANUFACTURER'S MEETING THE (LEVEL 3) PROTECTION V ! CALLED OUT ON ELEVATION K, SHEET ID-6 WILL BE ACCEPTED. MANUFACTURER'S SUGGESTED, BUT NOT LIMITED TO, ARE, cy 1). NORTH AMERICAN BULLET PROOF, 1-888-746-8427 W W W.SHOTGARD.COM 2). NORSHEILD SECURITY PRODUCTS, 1-800-633-1968 �WWNORSHEILDSECURITY.COM ADJUSTABLE 3). NBR NATIONAL BULLET PROOF, INC. 1-800-323-2648 SHELVES W W W NATIONALBULLETPROOF COM 4). C.R. LAU12ENCE COMPANY, 1-800-421-6144 •4" PLASTIC WWWCRLAURENCE.COM 5). CHICAGO BULLET PROOF SYSTEMS, INC., 1-800-690-9160 LAM. BACKSPLAS WWWCHICAGOBULETPROOFQQI U Q 6). CREATIVE INDUSTRIES, INC., 1-800-776-2068 WWWCREATIVEINDCOM h-- 0 LL w - ® O I g rnm Q �- ,L Oar U- U _Q m WORK / COPY - ROOM IQ6 (IST FLOOR) Lu Lu b >a J U- O � U O � °o U LLJ SEE RTES W/ID-6 SIMIce- 0 --- -- � -- -- � II Ct L BC PLYWOOD 4" PLAS, LAM. BACKSPLASH 'PLAS. LAM. OVER 3/4" BC PLYWOOD �-2X2 HUFCOR PANEL PLAS. LAM. OVER 3/4" BC PLYWOOD DIAGONAL BRACE SUPPORTS 7 REFRIGERATORS (BOTTOM MOUNT FREEZER) 7 WHIRLPOOL GB9SHKXL 18.6 CU. FT. CAPACITY COLOR, WHITE (NO ICE MAKER) MICROWAVE OVENS 7 WHIRLPOOL MT 4070SK COLOR, WHITE INCLUDE UNDER CAPINET INTERIOR ELEVATIONS SCALE, 1/4' - 1'-0' m a Y 0 m I W of O In z 0 W In 0 W Z D a R C N _ o z © SEPT. '04 TIESE PUNS MD TIE INFlININ SHQNN HE,EIN ME TIE P.i014Ax DI m � Bmw mlcffl 7S PA MID R94M DIOK 06C fIES DN ME T®EDF III N11WE OR N w S 0 y NP xNnn wlnaur wxneN +. COMM. NO: 040503VB DATE: 20 SEPT., 2004 BY: .W2 CH'KD: .FB SHEET NO. ID-6 OF TEN OPEN OFFICE - ROOM 227 inn 1P r_i �% 3 EQUALG_L 1 BACKSPLASH nn PLAS. LAM. OVER -9 3/4" BC PLYWOOD 5'-0" EQUAL 4'-O' 4 EQUAL 4'-0" 2'-0' PLAS. LAM. OVER KNEEHOLE KNEEHOLE 3/4' BC PLYWOOD FILES - ROOM 2O4 (2ND FLOOR) PASS THRU WINDOW I PLAS. LAM. OVER ID-6 3/4' BC PLYWOOD O 4' PLAS. LAM. PLAS. LAM. OVER / BACKSPLASH 3/4' BC PLYWOOD II b% II II p 11-6 3'-6" 2'-O" PROVIDE PLAS. 2'-0' 5-6' KNEEHOLE LAM. ON BACKSIDE 2N 2J 1D7 OPEN _OFFICE - ROOM 210 (2ND FLOOR) 1D' 4 ID-9 6 O" MAIL BOXES. " TYP. PLAS. LAM OVER 3/4' PLAS. LAMOVER PARTICIC LE BOARD 3/4" BC PLI YWOOD 4 4' PLAS. LAM. BACKSPLASH in BACKSPLASH D PLAS. LAM. OVER C Q 3/40 BC PLYWOOD (� PI - - - -- - m - --- - - in 3, SE UI (V b 'Q SEE 2A/ID-7 N OTES ° Q 2'-6' ' KNEEHOLE 4 EQUAL 2D io- Pw i np=N p (`I ITT - Dr1nM 71 I A XEY LAM. PL' NOTE' PROVIDE 3/4" MARINE GRADE PLYWOOD AT — SINK CABINET COUNTERTOP (TYP.) MICRO I 4' REF. 2O 2R 1D7 BREAK - ROOM 233 (2ND FLOOR) 1D i lV �o Q ADJUSTABLE SHELVES Co ;o Q F ^ 'O 1 10'-0" A Fni IAI 10'-0" 4 EQUAL II II II II N It 4 I'. II II II II SEE NOTES 3/0-7 • 3'-6' 4'-V 6-6" L OPEN 3 EQUAL 3 DARK ROOM - ROOM 305 (3RD FLOOR) BREAK - ROOM 332 (312D FLOOR) NOTES H.C. ACCESSIBLE WINDOW, DROP OUTSIDE COUNTER VERTICAL SUPPORTS TO 2'-9" A.F.F. LAM. PLASTIC OVER 3/4' C PLYWOOD O I O ID-6 BASE VINYL CV N IFOPEN OPEN " L KNEEWOL �1 (2ND FLOOR) 0 to •� • r•HEIIIIIIIIIIIIIMI ADJUSTABLE SHELVES - -- I----- `Q MICRO 4" CKSPLASH o IT 1717 PASS THRU WINDOW WITH / _ PASS THRU p 1D-6 TRAY BELOW VERTICAL OPEN _ SUPPORT. PLAS. LAM. OVER 3/4" BC PLYWOOD 3-6• I•-6" I_ OPEN FFICE - RO (3RD FLOO 4' PLAS. LAM. BACKSPLASH PLAS. LAM. OVE12 3/4` SC PLYWOOD I I I I I I I I 'Q ' 'Q io in 7-6 4 EQUAL CAMERA - ROOM 307 (3RD FLOOR) DOTES 7 SIM. OPEN OFFICE - ROOM 317 (3RD FLOOR) Iwo PLAS, LAM. OVER 3/4' BC PLYWOO u • LLJ 00 u � . • ' • • , • LLJ .. • La • • . • • s 1110, .nlllllllu�1,dllillle, ... 1111111p"...v;jq ��nlllllllllllllllllul�ill ��IIIIIIII��Ilii�lllllll�il n� 1__IL W < I— o LJ— LL N Oz co z� OQ� U Q1L 07 Lu WW O O Of w >>d _JIL UO J 0V_ �� (n F- U W � O U- m a Y 0 m W w O N z 0 0 in W ir a' O W Z � � Q r � N - O z © SEPT '04 TM P MD THE INf9PoMT SHDMN HEIEIN A TIE perm Of EOIUID O ftD Mau molm 4 PA M SEPRDg1C1iDN5, D5Q15VI m IbE 1HOW IN N11gE M N PN5 5 Dw y W& MONK WIEIIfN � COMM. NO: 040503VB DATE: 20 SEPT.. 2004 BY: JNR CH'KD: 19 SHEET NO. I D-7 OF TEN 9'-0' _ 9'-0" 4 EQUAL 4 EQUAL ID-9 ADJUSTABLE SHELVES 1, ID�11 4' PLAS. LAM . I I' tV BACKSPLASH �o II II II II II 11 II II II - II II 2T-0' 12 EQUAL PLAS. LAM. OVER 3/4" BC PLYWOOD °B ®PEN OFFICE - ROOM 313 (3 D FLOOR) 4'PLAS. LAM.BACKSPLASHOin 9PLAS.LAM.OVER (3RD FLOOR) AS. LAM. OVER ;0 3/4' BC PLYWOOD j -- OPEN - i'-6 3'-O' I'-6" KNEEHOLE OPEN OFFICE - ROOM 40 (4TH FLOOR) 4"PLAS. LAM. 07 BACKSPLASH 24WIDE COUNTER PLAS. LAM. OVER3/4' BC PLYWOOD KNEEHOLE o-aMENTAL NEALTN -ROOM 424 (4TH FLOOR) FULL HEIGHT VERTICAL SUPPORTS 3R/I /-ADJUSTABLE SHELVES 4' PLAS. LAM. BACKSPLASHPLAS. LAM. OVER3/4' BC PLYWOOD 4•PLAS.LAM. BACKSPLASH --- - ----- --- - O II�i t I I i t10'-O' 10'-0" 3 EQUAL 4 EQUAL 4 EQUAL 3S 3T4" PLAS. LAM.BACKSPLASHcl PLAS. LAM. OVER MICRO ,V SPLASH 3/4"BC PLYWOOD -O' 2-6" 2-9' 2'-64 QUAL S.F. (312D FLOOR) ADJUSTA SHELVES - II i 4" BA( X� LOUNGE - ROOM 9031 (4TH FLOOR) 7 -6" 3 EQUAL 12' DEEP IW DEEP � II II II I 6'-0' 3 EQUAL 4F N! �S. LAM. SPLASH LAM, OVER IC PLYWOOD PLAS. LAM. OVER 3/4° BC PLYWOOD kM. OVER PLYWOOD PLAS. LAM. OVER 3/4" BC PLYWOOD- r NEI IN ME — I S.F. '1 -1 4L BREAK - (4TH FLO ABLE I 437 —PASS THRU WINDOW W/ PASS THRU TRAY BELOV ,,,24' DEEP COUNTER _ I ID-6 OPEN 4' VINYL BASE } W Z_ m H W a =) to rnrno � Q U N N M m y Vj m 00 H It ZD 1 Z a 00 —0 IW— z g o_0Lo N U a_ 0 F J Qv Z ya- m lil m Q o z tnwm W eo>0- Ltn I.JL /0� I U Z 0 �-- O J IL ®z Z H W% m �� V^,-j 0 QIL 1_ 1L m W WL1J U Of to U Ju- > >a J O� UO (~n �° Ld w a O © SEPT '04 n UE P MD l E INi91ANlIWR ".d10'MI MMN , i E POOP OF FOND DRR M NOW ARM = PA IJiI RPROODL MM D6CL=A M M TEIfLi N N1pIE w 6 pm 6 WR y PAD- KBRFDmnw WlIIFII �. COMM. NO: 040503VB DATE: 20 SEPT., 2004 BY: -m CH'KD: JFB SHEET NO. ID-8 OF TEN 91 24" WIDE COUNTER PLAS. LAM. OVER 3/4' BC PLYWOOD10'-0DIAGONALCOUNTER BRACES CONSTRUCTED W/(� � 3/4" BC PLYWOOD os TRAINING - ROOM F335 +7'-O" LAM. PLASTIC OVER 1/7 B.C. PLYWOOD STIC FINISH ON PLYWOOD ESSED STANDARDS MINE BACKING UM 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 EUROPEAN TYPE HINGES (TYPICAL) P.T. 2X4 3 J m DETAIL 7 RCAI FI 3/d" - 1'-n" BFF_ SNF_FT I0-6 x 10-9 AM. PLA /4" B.C. zo iv&V PIECE /4" MELA K2'-OV" /2" GYPS ' LAM. P zo I QI � v cn J O I in O N N LAM. PLAS 1/2" B.C. PL DETAIL RnAI FI 3/d" . I'-O" STREET LEVEL ROOM FINISH SCHEDULE ROOM/SPACE FLOOR BASE SILLS WALLS CEILING HGT, REMARKS MAIL ROOM Fo—o-0 VINYLX 12 TILE 4" VIN L MARBLE 1/2' GYPSUM BOARD/ PAINT S.A.T. 9'-01 - STORAGE 002 CARPET - S.A.T. 9'-0" - ELEVATOR 003 EPDXY 7-1/4" ZODIAC MARBLE LINEAR METAL/ 1/2'GYPSUM 9'-0" T - LOBBY TERAZZO QUARTZ BOARD/ PAINT 10'- O' 004 TILE 4BASEL - S.A.T. 9'-0° - STORAGE VINYL NOCEILING DATA/ 005 - - - PHONE STRUCTURE FIRE RATED 006 EXPO PAINTED S.A.T. 91-0' - ST�AGE VALLT n2 CONIC. O CEILING NEXPOSED EL ROEQUIP. 007 - 1/2" GYPSUM BOARD/ - - STRUCTURE ELEV. EQUIP. 008 - 9 O° - ROOM CONIC. BLKO PAINTED BOARD%PA PAINT 009 7-1/4" ZODIAC MARBLE 8 0" H. MARBLEERTINE LIN2Al2 METAL/PSUM 21'-O" ✓ SEE SECTION LOBBY TE12AZZO QUARTZ 1/2" GYP. BD. PAINT ABOVE BOARD/ PAINT 22'-5" i/A-13 STAFF OIO CARPET 4° VINYL BASE - 1/2" GYPSUM BOARD/ S.A.T. 9'-0° - P INT INFORMATION 011 - 9.-0. - 12 X 12 6'-0" H. 6-0"H. CEP. TILE 1/2' GYPSUM *PROVIDE 1/2"MR. GYP. MEN 012 PORTIEE IN COAT BACKE2 BOARD PAINT 9 O° WAIN BOAl2D CER ILENWAINSOCOAT WOMEN 013 - 9.-0. SPRINKLER 014 EXPOSED - - EXPOSED NG E EXPOSED - - PUMP RM. CONCRETE CONC, BL , PAINTED STRUCTURE FIRE RATED 015 12 X 12 4" VINYL - S.A.T. 9'-0" - STORAGE VAU.T #I VINYL TILE BASE CENTRAL L 016 - 1/2" GY BOARD/ S.A.T. 9'-0' - PUM LEASE O17 EXPOSED - MARBLE EXPOSED NO CEILING EXPOSED - - SPACE CONCRETE CONC. BLK. UNFINISHED STRUCTURE 018 TILE - - - - - - EQUIP. VINYL JANITORS 019 12 X 12 PORTILEIN 5'-O' H. - 5'-O" H. CEP. TILE 1/2" GYPSUM 9 0' PROVIDE 1/2" CEMENT CLOSET WAINSCOAI* GYP• BDCPAIN/T/ABOVVt BOARD PAINT CEP. TIE WAINSCOATD ELEV. 020 12 X 12 4" VINYL - CONC. BLK. PAINTED/ 9' O° - EQUIP. VINYL TILE BASE 1/2'GYP. BD. PAINT GENERATOR 021 EXPOSED - - EXPOSED 9'-0' - ROOM CONCRETE CONIC. BLK. PAINTED ELEV. 022 12 X 12 4" VINYL - 1/2' GYPSUM BOARD/ S.A.T. 9'-0' LOBBY CEP. TILE BASE PAINT 023 CONCC12ETTE OED- MARBLE EXPOSED NO CEILING EXPOSED - - SPACE CONC. BLK. UNFINISHED STRUCTURE STAIR tt I EPDXY 7-1/4" ZODIAC MARBLE 1/2" GYPSUM BOARD/ 1/2' GYPSUM - PROVIDE RUBBER TERAZZO QUARTZ P INT BOARD PAINT FLOORING ON TREADS 12 X 12 4' VINYL PROVIDE EXPOOED STAIR tt 2 CEP. TILE BASE - - CONIC, STAIR TREADS 12 X 12 LAMINATED LAMINATED STAINLESS SEE SPECS. FOR ELEVATORS CER. TILE PLASTIC - PLASTIC STEEL - FINISH SELECTIONS 3ACKSPLASH LAM. PLASTIC OVER 3/4" B.C. PLYWOOD LAM. PLASTIC FINISH ON 3/4' INDUSTRIAL GRADE PARTICLE BOARD 2 BACKSPLASH TRIM `o LAM, PLASTIC OVER 1/2' BC PLYWOOD, ROUT PLYWOOD TOP AND BOTTOM TO RECEIVE 1/2" PLYWOOD. FULL HEIGHT LAM. PLASTIC OVER FRAME WALL--,,,_,3/4° H.D. INDUSTRIAL PARTICLE BOARD LAM. PLASTIC OVER IX2 LEDGER (TYPJ L0 LAM. PLASTIC OVER IX3 NOSING (TYP.) LAMPLASTIC OVER LAM. PLASTIC OVER q�74""B .C. PLYWOOD 3/4" B/C PLYWOOD (TYPJ, AND AT VERTICAL SUPPORTS LAM. PLASTIC OVER 1/2' B.C. PLYWOOD SEE NOTES to LAM. PLASTIC OVER I/ID-6 SIMILAR iv- IX2 NOSING AT BASE SHELF. TATE ACCESS FLOOR co �- P.T. 2X4 DETA I cnAl P, 4/A" . I'-n 3 FIRST FLOOR ROOM FINISH SCHEDULE ROOM/SPACE FLOOR BASE SILLS WALLS CEILING CLG. HGT. REMARKS ELEVATOR 101 24 X 24 CARPET 4" VINYL MARBLE 1/2" GYPSUM BOARD/ LINEAR METAL/ 1/2'GYPSUM 8'-6' TO - LOBBY SQUARES BASE BOARD/ PAINT 9'-6" MAIL ROOM 102 I/2PGAYPS M BOARD/ S.A.T. 9'-O" - WALLEL EVIDENCE 103 9'-0" - STORAGE JANITORS 104 12 X 12 PORCELAIN 5'-O" H. CEP. TILE - 51-0" H. WAINSCO ER. TILE T/ I/2' M.R. 1/7 GYPSUM BOARD/ PAINT 9-0" PROVIDE 1/2' CEMENT BACKER BOARD BEHIND CLOSET TILE WAINSCOAT* GYP. BD. P INT ABOVE CEP. TILE WALLS BREAK I05 12 X 12 4" VINYL MARBLE 1/2" GYPSUM BOARD/ S.A.T. 9'-0' - ROOM VINYL TILE BASE PAINT WORK/ COPY 106 24 X 24 CARPET - 1/2" GYPS PAINT/ M BOARD/ HUFCOR 91-0" - ROOM SQUARES WALL ANEL PLAS. LAM. NO CEILING DATA/ FI-0-7-1 COV. ACCESS - EXPOSED - - PHONE FLOOR STRUCTURE STORAGE Fio81 24 X 24 CARPET - S.A.T. 9'-0" - SQUARES ELEC. 109 PLAS. LAM. COV. ACCESS - 1/2" GYPS M BOARD/ NUUMLING EXPOSED 9'-0" - EQUIP. FLOOR PilkINT STRUCTURE 12 X 12 6'-O" N. 6'-0' H. ER. TILE *PROVIDE 1/2" CEMENT MEN IO PORCELAIN TILE _ S.A.T. 9'-0' BACKER RD BEHIND EP WAIS OAT* GYP. BD PNT/ ABOVE TILE WALLS MEN III - 9'-0' WOMEN F 112 - 9'-0" SECURE 113 24 X 24 CARPET ' VINYL - HUFC E WALL 91-0' - FILES SQU RES OPEN 1-1 -4-1 - I/2PAINT% H pUM ByCrO�ORD/ RNCL 9'-O° - OFFICE WALL S.A.T./ 8'-6" PUBLIC 115 - 1/2' GYPSUM TO - WAITING BOARD/ PAINT 9'-6' FILES F -116--1 HUFC 12 WALL S.A.T. 9'-0" PANELS MECH. 117 PLAS. LAM. COV. ACCESS - EXPOSED NO CEILING EXPOSED - - EQUIP. FLOOR CONC. BLK. PAINTED STRUCTURE ELEV. 118 12 X 12 CERAMIC MARBLE I/2" GYPSUM BOARD/ S.A.T. 91-0" - LOBBY TILE 12 X 12 6-O" H. 6'-0" H. CEP. TILE *PROVIDE I/2' CEMENT UNISEX F 1-19-1PORCELAIN CEP. TILE - WAINSCO T/ I/2' M.R. 91-01 BACKER BOARD BEHIND R.R. TILE WAINSCOAT*IE GYP. BD. PAINT ABOVE CEP. TILE WALLS UNISEX F 120 - 9'-0' R.R. CLOSET F-12-1-1 24 X 24 CARPET 4" VINYL BASE 1/2" GYPS M BOARD/ 1/2' GYPSUM BOARD/ PAINT 9-0" - SQUARES P INT WORK FI-2-2-1 S,A.T. 9'-0' - AREA ROOM 123 TILE MARBLE 9'-0" - VINYL OFFICE 124 CARPET I/2GYPS PAINT/ uML�BCOpARRD/ 9'-0" SQUARES WALL PANELS OPEN 125 9'-0" - OFFICE OFFICE 126 9'-0" - STAIR tt 1 RUBBER FLOORING 1/2" GYPS PAIINT JM BOARD/ 1/2' GYPSUM BOAR PAINT - - STAIR tt 2 EXPOSED CONCRETE - - - P.T. DETA I L crnAl G,'AiA" . I'-n" v n DETAIL crAl c, Q/A" . I'-n" DPP F'UPFT in-; 0 OGEE TRIM AT TOP OL +6'-O" 4NUFACTURED STONE aSE PROFILE 2 } w J Y Q p Z 0- w m t- ui Q �co N 0) N m V) (n o 0 ~Q't Z p 1 Z Q Oda) cn 0 J N N a2� L- Q v J Li Z D m Ix rm w J Q a00 0 Low= W w>a I W DC O U uj a 0 of LL O0 ~W W0' Q y^,-j 0<t 1_IL m WW W ? >> LL -) O a U O U) N IL h V w O w O a V) z 0 N w W a 0 zz © SEPT '04 nIESE rws mo ME INMFWA ON 5WYR1 HERON NE ME PRIPFMY V fDLNI oDIDVfi X1NkY ARM= PA AND PIFROMCKNA DGD9 M OR WE HBO N HIDE f N p9 6 m. PIO- X�IED MDR MTdfiEN PFRflaOtl. COMM. NO: 040503VB DATE: 20 SEPT. 2004 BY: -M/*V CH'KD: "PB SHEET NO. ID-9 OF TEN SECOND FLOOR ROOM FINISH SCHEDULE ROOM/SPACE FLOOR BASE SILLS WALLS CEILING CLG H T; REMARKS ELEVATOR 20 24 X 24 CARPET MARBLE 1/7 GYPSUM BOARD/ LINEAR METAL/ 1/2' GYPSUM TO SQUARES EASEL PAINT BOARD/ PAINT 9'-6 AUDIO 202 I/ZPAAGYPSUM wwBOARD/ S.A.T. 9'-O' - W,L PAZHO VIEWING 203 i/2' GYPSUM BOARD/ A TEID.'/ 8 O TO P INT PAINT/ SOFFITS 6" FILES 204 -11 S.A.T. 9'-0' - DATA/ PHONE 205 PLAS. LAM. CO SS - i/2' GYPSUM BOARD/ R CEILING - FLOOR WALL/ STRUCEXPOTURE PUBLIC 2 RECEPTION O6 24 X 24 S APPPERETS - S.A.T. 9'-O' - AUDIO 207 - 91-0' _ ELEC. 208 PLAS. LAM. COV. - I/2' GYPSUM BOARD/ N CEILING EQUIP. PAINT STRUCTURE - MEN 209 12 X 12 PORCELAIN 6' ' H. CER. TILE - 6'-O' H. CER. TILE S.A.T. 9'-0. OVIDE 1/7 CEMENT BACKER R.R. WAINSCOAT/ 1/2' R. BOARD BEHIND TILE WAINSCOAT�E GYP. BD. PAINT ABOVE CER. TILE WALLS OPEN 210 OFFICE CARPET 4' VINYL BASE _ 1/2' GYPSUM BOARD/ P�I L/ H g R 9'-O' _ SQUARES PAN STATE 211 ATTORNEY MARBLE 9'-0' - UNISEX 212 R.R. 12 X 12 PORCELAIN TILE 6' CER. WAINS ' H. TILE OAT�E - 6'-O' H. CER. TILE WAINSC AT/ I/2' M.R. GYP. BD. P INT ABOVER. 9'-0. IDE 1/2' ENT BACOVR BOARD BEHND TIL WALLS OR.R. MEN 21-3 WNdll- - 9'-0' EVIDENCE 214 COST. COVE. ACCESS 4' VINYL BA MARBLE 1/2'GYPSUM BOARD/ PWALL/ 9 -0. - FLOOR PE �N DAILY 2 55 VAULT - 9'-0' - OPEN 216 24 X 24 CARPET - HUFCOR WALL 9-0• OFFICE SQUARES PANELS - SUPERVISOR 217 _ 1/2' VPT/ µM� FCCOARD/ W _L PA.NH. 7-0*— BIOHAZARD 218 PLAS. LAM. COV�ACCR SS MARBLE 1/2' GMBOARD/ 9'-0' _ EVIDENCE 219 VAULT - 1/2' GYPSUM pBOARD/ W�L *N� 9,01 CORRIDOR 220 24 X 24 CARPET - 9'-0' _ SQUARES OPEN 221 H FCOQ �L 9-0' OFFICE PANELS _ COPY 222 - 1/2' GYPSUM BOARD/ 9'-0' PAINT _ 223 PLAS. LAM. COV. ACCESS - EXPOSED CEILING EXPOSED - EQUIP FLOOR CONC. ELK. PAINTED STRUCTURE - OFFICE ME CARPET _ I/2PGYPSUMABOARD/ S.A.T. 9'-O' - ES FAN SUPERVISOR 225 - 9'-0. _ UNISEX 226 P.P. 12 X 12 PORCELAIN 6' O" H. CER. TILE - 6'-0" H. CER. TILE WAINSCpAT/ I/2' MJR. 1/2' GYPSUM g_O• BACR BOARD BEHIND TILE WAINSCOAT* GYP. BD. PAINT ABOVE BOARD/ PAINT CER, TILE WALLS OPEN 227 OFFICE CARPET 4' VINYL BA E MARBLE I/2' GYPSUM BOARD/ PWAI�j/AJ��, S.A.T. 9' O" _ SQUARES O�IICCE 228 9'-O' - ELEV. 229 LOBBY C12 X 12 CER12IC - 1/2GY ' GYPSUM BOARD/ 9-0" - PAINT UNISEX 2 ® 12 X 12 PORCELAIN 6'-O' H. CER. TILE - G-O" H. CER. TILE WAINSCOAT/ 1/2' M,R. 91-0' *PROVIDE 1/2' CEMENT BACKER BOARD BEHIND TILE WAINSCOAT�E GYP, BD. PAINIT ABOVE �I/ CER. TILE WALLS STORAGE 231 CARPET 4" VINYL BASE _ 1/2' GYPSUM BOARD/ ?NAL�/MET 1/7 GYPSUM BOAR PAINT 9-0. - SQUARES JANITOR 232 12 X 12 PORCELAIN 5'-0" H. CER. TILE - 5'-0' H CER. TILE 9'-O' *PROVIDE I/2' CEMENT CLOSET TILE WAINSCOA7;IE WAjNSCOAT/ I/2' M.R. GYP, BD./ PAINT BACKER BOARD BEHIND CER. TILE WALLS ROOM 233 12 1 ILE 4BANE MARBLE I/2' GYPSUM BOARD/ S.A.T. 9' O" V, PAINT - STAIR tt I RUBBER I/2' GYPSUM — FLOORING BOAR PAINT — STAIR tt 2 EXPOSED CONCRETE — _ — SKYBRIDGE CARPET MARBLE S.A.T. 91-0' _ THIRD FLOOR ROOM FINISH SCHEDULE ROOM/SPACE FLOOR BASE SILLS WALLS CEILINGCLG T, REMARKS ELEVATOR 301 24 X 24 CARPET 4' VINYL MARBLE 1/2' GYPSUM BOARD/ LINEAR METAL/ 1/2" GYPSUM 8'-6' TO - LOBBY SQUARES BASE PA INT BOARD/ PAINT 9'-6' ROOM 302 VINYL TILE S.A.T. 9'-O' - PRINT ROOM 303 24 X 24 CARPET - 9'-O" - SQUARES WATER IAA 304 12 X 12 PORT - V2' GYPSUM 9 O' - CLOSET EAIN BOARD/ PAINT 305 TILE S.A.T. 9' O" - ROOM VINYL CHEMICAL STOP. CLOSET 306 - I/T GYPSUM 9 O' - BOARD/ PAINT CAMERA 307 24 X 24 CARPET S S _ 1/T GYPSUM BOARD/ WALITL S.A.T. S 9'-O' - DATA/ 308 PLAS. LAM. COV. ACCESS - N CEI ING EXPOSED - - PHONE FLOOR STRUCTURE SEARCH 309 CARPET MARBLE 1/2' GYPSUM BOARD/ 7977.7— GYP. BD, - SQUARES PAINT PAINT/ SOFFITS 9'-6 EQUIP. 31O PLAS. LAM. COV. ACCESS - NO CEILING EXPOSED - - FLOOR STRUCTURE RR 311 12 X 12 PORCELAIN 6'-O" H. CER. TILE - 6'-O" H. CER. TILE S.A.T. 91-0" *PROVIDE I/2" CEMENT WAINSCOAT/ 1/2' R. BACKER BOA20 BEHIND TILE WAINSCOAT* GYP. BD. PAINT ABOVE CER. TILE WALLS PUBLIC F-31-2-1 24 X 24 CARPET 4" VINYL - 1/2' GYPSUM BOARD/ S.A.T./ GYP. BD. 8'-6' TO AREA SQUARES BASE PAI /H� W pqRT PAINT/ SOFFITS 9'-6 _ OPEN 313 - S.A.T. 9'-O'OFFI - OFFICE F-3i4l MARBLE UNISEX 315 12 X PORCELAIN 12 6'-O' CER. H. TILE - 6'-O" H. CER. TILE 9'-O' *PROVIDE 1/2" CEMENT R.R. WAINSCOAT/ 1/2' M.R. BACKER BOARD BEHIND TILE WAINSCOAT* GYP. BD. P INT ABOVE CER. TI WALLS WOMEN 316 - 9'-O" R.R. OPEC OFFICE 317 24 X 24 SQUAPRREES 4' VINYL BASE �� I/2' GYPSUM BOARD/ W I L WIa 9 O' _ SUPERVISOR 318 9'-O" _ SUPERVISOR 319 9'-O _ MECH. EQUIP. ROOM 320 PLAS. LAM. COV. ACCESS - EXPOSED EI I NG EXPOSED - - FLOOR CONC. BLK. PAINTED STRUCTURE JANITORS 321 CLOSET 12 X 12 PORCELAIN 5'- " H CER. TILE - 5'-O' H. CER. TILE WAINgCOAT/ 1/2' M.R. TIT GYPSUM BOARD/ PAINT 9'-O *PROVIDE 1/T CEMENT BACKER BOARD BEHIND TILE WAINSCOAT* GYP. BD./ PAINT CER. TILE WALLS CLOSET 322 TILE 4� VINYL HV L S.A.T. 9' O VINYL BASE PANELS - TESTING 323 - 1/2" GYPSUM BOARD/ 9, O _ CLOSET 324 24 X 24 CARPET - HUFCOPPRAAffWVVCALL 9'-O - SQUARES PANELS CLOSET 325 - 9'-0 _ SUPERVISOR 326 - i/2PGAYNPS/UM BOARD/ Wa(f9, W 0 - HALL 327 - 9'-O - SUPPORT 328 SYSTEMS MARBLE 91-0 - UNISEX 329 PORCELAIN CER. TILE - 91-0 1/2' BACKE Q.R. WA I SC ATE/ I/7�R, P BOARD BEPROVIDE HIND TI WAINS AT GYP.BD. INT ABOVE CER. TIE WALLS UNISEX 330 R.R. - 9'-0 ELEV. LOBBY 331 12 X 12 CER IC 4" VINYL - 1/2' GYPSUM BOARD/ 9•_0 - TILEBASE ROOMBREAK 332 VINYL TILE MARBLE 9'-O - COMPUTER 333 COVI�AOCOCS S V2 GYPSUM BOARD/ 9' O _ FAfJ� STAOTIIONS 334 24 X 24 CARPET — 9'-0 _ SQUARES TRAINING F3357 MARBLE 1/2" GYPSUM BOARD/ 9•_ — PAINT STAIR tt I RLIBE12 I/2' GYPSUM - FLOORING BOARD PAINT _ STAIR tt 2 EXPOSED CONCRETE - _ - FOURTH FLOOR ROOM FINISH SCHEDULE ROOM/SPACE FLOOR BASE SILLS WALLS CEILING T; REMARKS ELEVATOR 401 CARPET 47 VIN MARBLE 1/2' GYPSUM BOARD/ LINEAR METAL/ GYPSUMTO i/ GYPSUM LOBBY SQUARES P INT BOARDA/ PAINT 16'-0' CONFRENCE 402 1/2' GP. BD. TO - PAINT/ SOFFITS 18'-O' LOUNGE 403 12 X 12 VINYL TILE S.A.T. 9'-O' - I.S. 404 COORDINATOR CAP 24 CARPET I/2PGGYNPTSUHM BOARD/ 910• S WALL PANEL ACCOUNT 405 91-0' - SPECIALIST SECURE 406 91-0' - OFFICE RATED 407 _ 5/8" TYPE X 5/ ' E X GYP. BID. 9 O' - STORAGE (�1Q� �j ) ( I HP RAT NG) DATA/ 408 LAM.' COV. SS - 1/2PLAS. GYPSUM BOARD/ NO CEILING - - PHONEPAINT OOR DOSED OFFICE 409 24 X 24 MARBLE S.A.T. 9'-O" - SOAR ETTS ELEC. 410 COV AC ACCESS - EXPOSED - EQUIP. FLOOR STRUCTURE MEN 12 X 12 6'- ' H. - 6'-O" H. CER. TILE *PROVIDE 1/2' CEMENT R.R. 411 PORCELAIN CER. TILE WAINSCOAT/ 1/2' M.R. S.A.T. 9'-O' BACKER BOARD BEHIND TILE WAINSCOAT* GYP. BD. PAINT ABOVE CER. TILE WALLS PUBLIC 412 24 X 24 CARPET 4' VINYL - 1/2' GYPSUM BOARD/ PAI / S.A.T./ I/2' P. BD. 8'-6' TO AREA SQUARES BASE L L PAINT/ SOFFITS 9'-6" OFFICE F-413-1 MARBLE S.A.T. 9'-0' - 414 HUFCOR 9 O' - RESOURCES PANELS�L UNISEX 415 12 X PORCCLELE.AIN 12 6'-O' H CER. TILE - 6'-0g'' H. CER. TILE 1 9'-0" *PROVIDE 1/2" CEMENT BACO A5 BEHIND RJR. W GWYAPINSCPAT/ ABOVE TBI AL WOMEN 4 66 - 9'-0" R.R. 417 CARPET 47 VINYLBASE - I/2' GYPSUM BOARD/ 91-0• - OFFICE SQUARES WIAMLL/ L OFFICE 418 - 9'-0' - AUDITS F419 - HIJFCOR WALL PANELS 9'-0' - OFFICE 420 - 9'-0' - OFFICE 421 - 1/2PGGYPSUHM� FB�L OARD/ �NAM PANE 9-O' - OFFICE 422 - 9'-0' _ CONFERENCE 423 MARBLE 9'-0' - MENTAL 424 HEALTH - 9'-0' - MECH.PLAS. 425 LAM. COV.ACCESS - EXPOSED N ILI EXPOSED - EQQUIP.UIP. FLOOR CONC. BLK. PAINTED STRUCTURE JANITORS 426 CLOSET 12 X 12 PORCELAIN 5' ' H. CER. TILE - 5'-0' H. CER. TILE WAI�gCOAT/ /2' M.R. 1/2' GYPSUM BOARD/ PAINT 9•-0• )�EPROVIDE 1/2' CEMENT BACKER BOARD BEHIND TILE WAINSCOAT* GYP. BD./ PAINT CER. TILE WALLS VICTIMS ADVOCATE 427 24 X 24 CARPET 4' VINYL BASE _ HJFCOR WALL PANELS S.A.T. 9'-O' - SQUARES FILE 428 STORAGE - 9'-0' - MARRIAGE 429 - 1/2' GYPSUM BOARD/ WALL PA 91-01 - OFFICE 430 - 9'-0' - UNISEX 431 12 X 12 PORCELAIN 6'-O' H CER, TILE - 6'-O' H. CER. TILE 9'-O' *PROVIDE 1/2' CEMENT R.R. WAIN�COAT/ I/2' M. BACKER BOARD BEHIND TILE WAINSCOAT* GYP. B . PAINIT ABOVE CER. TILE WALLS OFFICE 432 24 X 24 CARPET 4' VINYL BASE - HJFCOR WALL PANELS 9-01 - SQUARES ELEV. 4 33 12 X 12 CERAMIC MARBLE 1/2' GYPSUM BOARD/ g_O• - LOBBY UNISEX 12 X 12 6'-0' H 6'-0' H. CER. TILE *PROVIDE 1/7 CEMENT R.R. 434 ELAIN PORTILEE CER. TILE - BDCPAINT ABOVE -0• BACK DABLLESHIND WAINSCOAT* GYP. TBO OFFICE 435 CARPET 4" VINYL BASE MARBLE I/2' GYPSUHMUFB�OARD/ W n/PANEL 9 O' - SQUARES AREA 4WORK 36 - 9'-0' ROOM 437 112 MARBLE 1/2' GYPSUMPNT BOARD/ 91-0• VINYL STAIR tt I RUBBER I/7 GYPSUM - FLOORING BOARCY PAINT - STAIR tt 2 EXPOSED CONCRETE - - - W J a p Y - Z ° Ld m V) ~O W :D (D V) Q N040 N N 0 0 coo uj Ire) m N o I- V) a Z0 1 U 0-0) W 0 (L to O N Q L`- ^ N U d = ^ Q Jav Z = Ym .. L)W J a woz 0 Ef') W = W cG > a (� ID U a w U 0 I In Q U � Q 4 Q W N V J O U W T LL 1-- U Oar �L� U g J W0 JiL -' on- ()0 °u- Ld x 0 (L la :n z 0 N W C W H Q 0 O z © SEPT. '04 THESE PUN, um THE INFORMAMON SHOWN HETEEIN ME THE ffi E ' OF Emm me" Now NK W= PA A REP0.mwOON% O61 MRE5 OR m TNOROF N WNOIE OR N w 5 E7 9my PRO- N61m WIRWf WNHEN PFIR®R COMM. NO: O4O5O3VB DATE: 20 SEAT. 2004 BY: kPB CH'KD: JFB SHEET NO. ID-10 OF TEN El 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'R.O.W. FIRE PROTECTION. D a vwi z 5 a _ _. N�Q EXTINGUISHING REQUIREMENTS (NFPA 101)wC4 � a z � FIRE EXTINGUISHER LOCATION (NEC), 75' TRAVEL w a �'� PUBLIC SIDEWALK DISTANCE UNIT. ' 0 PLANTER WALL 0 BUSINESS PR12 OVIDE F,E. PER 9.7.4.1 NFPA 10 � �O a EGRESS FBC CHIP 10: (OCC LOAD SEE ABOVE) +�®� O EGRESS_ REQUIREMENTS FOR GROUP B SPRINKLERED BUILDING CONSTRUCTION OCT 1997 MAXIMUM TRAVEL DISTANCE: 300' \\ (CH CHIP II FBC) MAXIMUM DEAD END: 0 C. NFPA 101 MINIMUM CORRIDOR, 44% 36" IF OCC. LOAD < 50 D. FLO121DA MECHANICAL CODE (FMC) 2001 EGRESS WIDTH PER PERSON SERVED LEVEL .2 E. FLORIDA PLUMBING CODE(FPC) 2001 EGRESS WIDTH PER PERSON SERVED, STAIR .3 F. NATIONAL ELECTRICAL CODE (NEC) 2001 LARGEST OCCUPANT LOAD PER FLOOR - 120 X .3 = 36"2EQUIRED (2) EXIT DOORS PROVIDED BUILDING DATA PER FLOOR STAIR DOOR COMPLIES. PROJECT CONTAINS (1) 5 STORY BUILDING WITH CONCRETE STRUCTURE WITH CONCRETE BLOCK INFILL. MINIMUM DOOR CLEARANCE: 32 MINIMUM STAIR CLEARANCE: 44" LIFE SAFETY REVIEW SEE PLAN FOR EGRESS WIDTH PROVIDED. BUILDING CLASSIFICATION: OCCUPANCY TYPE - GROUP B W/ ACCESSORY M AND A-2 NFPA 38.3.6.1 EXCEPT. I WHERE EXITS ARE AVAILABLE OFFICE BUILDING - BUSINESS FROM AN OPEN FLOOR PLAN RATED CORRIDOR IS NOT LEASE SPACE 017 POSSIBLE- MERCANTILE M REQUIRED. LEASE SPACE 023 POSSIBLE- RESTAURANT A-2 NFPA 101 38.2.5 I CONSTRUCTION TYPE, AD END MAX 20" - 50' SPRINKLER OFFICE BUILDING - TYPE IV, 1 HR PROTECTED, SPRINKLED MMON PATH 75' MAX - 100' SPRINKLER F38.2.5.6 AX. TRAVEL DISTANCE TO AN EXIT 200' EXC 300' SPRINKLER OCCUPANT LOAD: (FBC TABLE 1003.D TERIOR WALL FINISHES, CORRIDOR A OR B, OFFICES A,B OR C S.OFFICE BUILDING/BUSINESS, ANEMENT OF EXITS. FBC 1004 E *NFPA 101 7.4.1.1 STREET LEVEL 10.383 SF/ 100 GROSS: EVERY ROOM TO HAVE A MINIMUM OF I MEANS OF EGRESS. 7260 SF GROSS W/O 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. LEASE 023 I R 863 F S GROSS BREAKDOW N LEASE 023 1480 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 TOTAL OCCUPANTS STREETLEVEL = 218 OCCUPANTSPORTION 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 SP12INKLE12ED BUSINESS F O - UP ( EXISTING SECOND FLOOR 9867 SF/IOO SF=98 OCCUPANTS I 2 SECOND FLOOR - CPT. 59.5' 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. t MERC. T.D. - 49'-2" LF ALLOWABLE BUILDING HEIGHT (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 FJNL9�E TO AVERAGE HEIGHT 9F BUILDINGS. NFPA 7.5.1.4 EXCEPTION I HIGHEST SLOPED ROOF =(77'-II I /16°< 77 PROJECT COMPLIES. (SEE LS-3) 2 DOOR TO SWING IN THE DIRECTION OF EGRESS IF AREA BEING SERVED BY PARR ESS THAN 4', AVERAGE HEIGHT OF HIGHEST RO - 77-11 13/16' FBC 503.2.1) A2 50 OCCUPANTS OR MORE OR WHEN USED IN AN EXIT ENCLOSURE. (FBC 1012.1.2). ALLOWA DRIES - 5,5 PROPOSED ALLOWABLE AREA = 51,000SF PER FLO COMPLIES LARGEST PROPOSED GROSS FLOOR AR A -2RIZE18SED EXEMPTION OF AREA OF REFUGE (NFPA 101 17.2.12.1(2) AREA OF REFUGE NOT REQUIRED IN SPRINKLED BUILDINGS. NN Tom' `-H 1 HEIGHT IN SPRINKLED BLDGS MA ONE STORY WALL LEGEND 6575 STORIES - 13' PER FLOOR. 65' + 13' - 78' FIRE PROTECTION (FBC TABLE 600) REQUIREMENTS BASED ON BUSINESS TYPE IV I HOUR PROTECTED, - -- - NEW WOOD STUD WALL NEW CMU WALL I. INTERIOR COLUMNS E BEARING WALL SUPPORTING ONE FORMED AND POURED FLOOR OR ROOF I HR CONIC. SHEAR -WALL 2. COLUMNS SUPPORTING ONE FLOOR, MORE THAN ONE CONC. FILLED CELL W/ FLOOR OR ROOF I HR 1 #5 VERT. BAR 3. BEAMS, GIRDERS, TRUSSES, AND ARCHES, 1 HR• 4. FLOORS AND FLOOR/CEILING ASSEMBLIES - IHR CONIC. FILLED CELL 5. ROOFS AND ROOF/CEILING ASSEMBLIES: I HR (NOTE P) PERMANENT INTERIOR STEEL STUD 6. EXTERIOR BEARING WALLS AND GABLE ENDS, OVER 30FT - IHR/NL WALL (NOT DEMOUNTABLE TYPE) 7. EXTERIOR NONBEARING WALLS AND GABLE ENDS, OVER 30FT -NC/NL FIRE RESISTANT SEPARATIONS, o COLUMN AND POURED CONIC. FBC TABLE 704.1.2.2 KITCHENS IN GROUP A DOES NOT CONSTITUTE A MIXED OCCUPANCY AND DOES NOT REQUIRE FIRE SEPARATION EXIT ACCESS CORRIDORS: FBC TABLE 704.2.4 OCCUPANCY GROUPS B WITH EXIT ACCESS SERVING AN OCCUPANT LOAD Q IRED. BRIDGE - EXIT ACCESS CORRIDOR NO RATING REQUIRED. I P2nTFCTIC NJ OF nPFNWC`C, FRf� TAP I F= 7nr. I") nIMDA In] 71 n o IrDI c non n a I SHAFTS 4 OR MORE STORIES, 2 HRS WITH 90 MIN OPENINGS GRAI 0 2 HR STAIR AND ELEVATOR PROVIDED SHAFTS LESS THAN 4 STORIES, 1142 WALLS WITH IHR OR 20 MIN OPENINGS SYMBOLS LEGEND (NFPA GOVERNS, SEE BELOW) ATRIUM WALLS AND CLGI I HR AND 45 MIN WINDOWS PER 705.1.2. 705.2.3.4.1 ® WALL MOUNTED FIRE FIRST FLOOR GRAND LOBBY WALLS AND CLG, I HR WITH 45 MIN DOORS. PER EXTINGUISHER FBC TABLE 705.1.2 ® EXIT SIGN RATED PER NFPA - I HR. WITH I HR DOORS. PER NFPA 101-7.2.13.4 E 8.2.3.2.3.1 116'-4" R EL IS A CE ELEVATOR LOBBIES PER NFPA 101 7.2.13.2.2 E .3 EVERY FLOOR SERVED BY AN 2 ELEVATOR SHALL HAVE A 1 14P ELEVATOR LOBBY ARRANGED AS A SMOKE IMPOPGry BARRIER WITH I HOUR DOOR NFPA 7.2.13.4 FLOOR, COLUMN BEAM FIRE BARRIER OPENING PROTECTIVES NFPA 823231 - IUD WALL I HR FOR NC/NL • �Qo� -3. . 1 al - :nnxmnnnnnnnm [loll . nunnnnnn■ :■■nn:�a■ls ■� ,■ F11 IIII�- ■ 3 C : C .I o 2 RATED •••!.E VAULT, ..ZI FIRE RATED : - nnnnmm�nunuinnnm mnnummmm�nunnun= STORAGE: a nH ,■...■.n...,..■■.■.■""gin r:; ■� _� • • �,3 ff - II. sPump - - R•• 'e xnm.i PLANTER Teo tOTUNDA STORY) m I _ _ i 11In JhI_■ I�F mill • G i s ` •- �. GI •" •:.0 O IS .•. .�•• IIIIL 4- a =N1 � � • • nnnnx■uummnnunumnn. ti " .� 5 5 =r ® xnmil nxmnmd nnn - Imm�ml.xu 1 • • =1 ,y �;r> _ `�_ �IINaEm III 45 4� ® • 'e - - • 1i C - III! nm !■can.a•c:esmm�mm■xnnnnnnnn:,ii •. - - . ME sunnummnmm�x3 I.1 1.1 1.1 �i�\INFORMATION rIII=- ��' Zw WORK 3 WORK' CI Illi�i sIsg 5 IIIJCi �: Sm �Pi f m • Sm y��� . � • n �.nmmmunnnnnm.xmmnnnnnmm�m.uinnnnnnmmnmmin.nnnmmmnnxnnxnxn: • sC0 : e 14 rj% L-5 Kd L LEASE SPACE %S17 2 1242 ET 1260 SS O (MERCAN ILE, 2 /\ II C SE 49'-2° GROUP M) IIIIIHIIIIII L� Q MECH. 41'-6' 2 H1 WALL F-01-8-1 2H12 w ■ WALL - - 383 SF NET _0 MI 4 OCC. HR EDOOR LE ALl: I I I L-6 020 2 F2 ALL LEASE SPACE � E EQUIP. YARD -- I Colo/023 Q (GRAVEL) 2 HR WALL I HR WALL I 1780 S NET -STAIR __ 2 I DOOR STAFF FUTURE 1863 SF G jLZ2 ELEV. COMMERCIAL 1480 SF GROSS W KITCHEN ( 6 2 W/O KITCHEN rexposed 11 i AREA concrete I 'DOOR 383 SF NET I� (RESTAURANT GROUP A-2 GENERATOR i ELEV. LOBBY 4 OCC. I ''ko�sr COMPLIES 021 - - I 022 Lp 197 SF 90 MIN - LOBBY�WHEEL COL/I HR/TYP ® DOOR CHAIR)O SF --- NC/NL I / I VERT. OPENINGS OR EXIT ENCLOSURES OTHER AREAS SHALL HAVE 45 MIN AND WALL CALCULATED OPENINGS. (ELEV. EQUIP. E ELEC. RMS). "A" SERIES SHEETS INDICATE BUILDING LOBBY SIZE - 3SF PER PERSON SERVED WITH 1 WHEEL CHAIR PER EVERY 50 FIRE RESISTANCE PER FBC SHELL INFORMATION. PE V RIUM - WIN OWPER 705.1.3.7 AGGREGATE AREA OF GLAZING IN RATED "SP" SERIES SHEETS INDICATE SPACE CONIC COLUMNS - 12" X 12" TO 16" X 26' DRS, WDWS, SIDELIGHTS E TRANSOMS IN I HR PARTITIONS SHALL NOT FB T BL 7 z. PLANNING, INTERIOR WINDOWS, EXCEED 25% OF WALL AREA SEPARATING ROOM OF SPACE FROM C N LU IDES EXTERIOR AND INTERIOR DOORS. CORRIDOR. SEE FLR.PL. THIS SHEET E FIRST PLR. PLAN 1-S-2. O I HR. FIRE RESISTANCE. 12" CONC. COLUMN PROVIDES "ID" SERIES SHEETS INDICATE INTERIOR LEASE SPACE 017 BUSINESS OR MERCANTILE 1 HR SEPAI2 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 HR 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 H12 W/ 90 MIN. 2.5' CONC. PROVIDES I HR FIRE RESISTANCE DRS. PROVIDED, CONIC. BEAMS - 8" X 26' MIN TO 24" X26" - PUBLIC INFORMATION DIVISION TAB 7 INTERIOR FINISHES EECTAB 803 FBC TABLE 709.2.3C AREA REQUIRED AT 5 YRS = 924 SF 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 OCCUPANCY A-2 SPRINKLED; CLASS B AT EXITS AND C AT OTHER AREAS. BEAMS WITH 3/4" STEEL CLEARANCE PROVIDES 2 HI2S OF FIRE RESISTANCE LEASE SPACE "A" = 1242 SF LEASE "B" SPACE = 1780 SF CORRID01 SERVES 13 OCC LESS THA 30 OCC. a NC/NL WALL - 8" CONC. MIAS NR / FBC TABLE 709.3.1 / SILICEOUS AGGREGATE 3.7" FOR TIO OR TII CMU = 105 MIN. 3.5" ON TABLE = i Y4 HR ADD STUCCO FINISH PER TABLE 709.2.1.4A STUCCO PLASTER SILICEOUS PORTLAND CEMENT 1.0 5/8' = 5/8" 2" + 5/e' = 4 Y4 1-3/4 HR LIFE SAFETY 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 LEASE SPACE: 7260/100 = 73 PEOPLE FLOOR AREA W/O LEASE SPACE - 7,260 S.F. (BY 403.3 AT 36 MEN ND 37 WOMEN) FIXTURE COUNT PER 4 3.1: WC'S 1/50, l-AV'S 1/80, EWC 1/100 REQUIRED FIXTURES REQUIRED: 2 WC'S, I LAV'S, I EVVC HI -LOW. FIXTURES PROVIDED: 3 WC'S, 3 LAWS, I EWC HI -LOW. TQ q 3p'-O- >2 w o Z a m v 0 Q � N N O Q y W 000 C hMW) zo I Z H z 00 O-Q a0� g N = U 1� n_Lj Z rLj mW MOZ J a LO W = W co>a IIIIn■n'111 Nlp■mlgl dIIIIAINb-.d1111011� i IF11pp ..-..,v1111IAH e11111�1All�ll111111,. A '��IINI�++'uIII�IBI 1 . W n n W � � > 0 O ^, LIL Q O u I- 0 z � �� Q pZ Z o Q LLL C� m w -Zw z W W U LL "O �>a O U O F- 0 (n � 11 V w w o IL LE. a Y Y A w I w a: v� D05 z z `` 0 0 w ys N w j CI ,,, o a: Z O W z o N M N - Z © SEPT. '04 THESE Pims Iwo THE INP NAWN SHIINH HEREIN ME THE P16psm ff mum wEsmi .■OFT Awmm PA MO REPNOWMDRSA 019MMLM M SEE T MN N .101E O N PARE 6 xRrESQY P16 Ron N THCKFT ■RRIPR PullmIm N COMM. NO: 040503VB DATE: 20 SEPT., 200 BY: GVM CH'KD: PLO SHEET NO. L S OF THREE LI _m1 LJ 156 SF.-IOSF-146/3. 48b OCC. LIFE SAFETY FLAN (FIQST FLOOR) SCALE 3/32 =1'-0' FLOOR AREA - 10,616 SF OCCUPANCY; GROUP-B BUSINESS AT I PERSON / 100 SF TOTAL FLOOR 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 PEOUIRED: 3 WC'S, 2 LAWS, I EWC HI -LOW. FIXTURES ROVIDEDE 5 WC'S, 5 LAWS, I EWC HI -LOW. WALL LEGEND NEW WOOD STUD WALL NEW CMU WALL FORMED AND POURED CONC. SHEAR -WALL WALL RATING LEGEND ............• — I HOUR - UL NO. U419 (STL STUD) ...... mi .. 2 HOUR - UL NO. U905 (CMU) 8" POURED CONC. WALL PER FBC TABLE 709.2.1.1 - 4 HR MIN CONC. FILLED CELL W/ SEE LS-1 FOR FLOOR, COLUMN AND BEAM RATINGS i BA R SYM0LS LEGEND COON(.C. FILLED FILLED CELL PERMANENT INTERIOR STEEL STUD WALL MOUNTED FIRE EXTINGUISHER WALL (NOT DEMOUNTABLE TYPE) ® EXIT SIGN pp COLUMN AND POURED CONC. 116'-4' TRAVEL DISTANCE FLUSH PANELS OVER FURRING DENS-GLAS GOLD SHEATHING ON MTL. STUDS im mllmm Igo J yl-DEMITY,FILES FILES z4 x 1 -24o LF i AISLE FN-■�M��= `--� TAPE a FILM STORAGE EXISTING STAIR tt3 st ELEVATOR LOIN 0 RE Ell. • � ell (A1 I�In r ■ m�nnunnnupi.pn.` . I■. �n • �� 'I lw1N � e � LY i _ 1 \®■�IJ ® III PUBLIC RECEPTION FF F359-1 'w FF FF'A II n v OPEN OFFICE F-210-1 F 2 2 I L -- ?S I I � I I e., 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. PLE LIC DEF 0 0 a11 00 STATE AM. 217 I/I I��I � I/I I/i I�1 • C.• • -� 'ell 31 ul � n _ �, i, © i ICI ■ ICI o... 'nyr /f/jl li •�• I• n br •' r 209 SF T LOBBY CAPACITY - ' 3KYBRID 209 SF / 3SF - 69 OCC, 33 OCC FROM COURTHOUSE EXISTING STAIR COMPLIES STAIR tt3 Ls (SECOND FLOOQ) FLOOR AREA - 12,032 S.F. STAIR u OCCUPANCY: GROUP-B BUSINE13S AT I PERSON / IOQ SF FLOOR AREA 12,032/100 = 120 PEOPLE (BY 403.3 AT 110 MEN AND 110 OMEN) EXISTING FIXTURE COUNT PER 403.1: WC' 1/50, LAWS 1/80, EWC 1/100 12EQUIRF-D COURT HOUSE FIXTURES REQUIRED, 3 WC'$, 2 AV'S, I EWC HI -LOW. SECOND FLOOR F XTU S PRO EDI 5 WC' 5 LAWS, ► EWC HI -LOW. 9.867 Sr GROSS/ IOOSF - 99 OCCL.PANTS ONE CENTRAL MID TWO SIDE STAIRS 99 OCCLPANTS / 3 STAIRS - 33 OCC PER STAIR 3 EXISTING STAIRS 44' WIDE EXCUL)ING RAILINGS PROPOSED FLOOR AREA, 12,032 SF i EXISTING SECOND FLOOR AREA: 9,867 SF 1 TOTAL SECOND FLOOR AREA = 21.899 SF T51,000 SF (PER FBC TABLE 500) . STAIR 42 EXISTING COURTHOUSE DIAGRAM SCAUE via - I'-O' W z La m w �Zo a V)0)o 04 N U to o ~Q"t m N 0 Zpl Za Sp-m W o 1 CLoN Z QF- a m L._ ^ N Li Z = >- m .. � O Z J a moo Lo W = W co > 13- U) F- co w Q W 1= I N Q U D Q Q J Q W V) 1_1L O U W Q �- 0 J LL LL N (30 O(D ~'I 7 fn O 4 D. Cf] W WIll U >>5- �u �0� UO (~n�UO H U W m O 0—li En Y M Y W 0 Z J O o m Q w o EY OU Z NN IE 0 fN W w CK d' o ! z 0 KICZ3 © SEPT. '04 THEsE Puns Mo l E INP MAl SHOWN HEREIN ME THE PRIPEW/ W PDEIM MMDISIR aRDEr ARWM'M PA MD REPRODIICn0W, DCTIDSLRFS M WE n N WIg1E w x PNEP R w W.r PAi- too wmrr wwm PEIWFyON. COMM. NO: C40503VB (DATE: 20 SEPT. 200 BY: GVM SPS CH'KD: PLD SHEET NO. LS-2 OF THREE OCCUPANCY: GROUP-B BUSINESS AT I PERSON / 100 SF THIRD AND FOURTH FLOORS FLOOR AREA: 12,032/100 = 120 PEOPLE (BY 403.3 AT 110 MEN AND 110 WOMEN) 46 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 LAV'S, I EWC HI -LOW. WALL RATING LEGEND e•e•••••••••.... 1 HOUR - UL NO. U419 (STL STUD) ne e—.nowemosen 2 HOUR — UL NO. U905 (CMU) 8" POURED CONC. WALL PER F9C TABLE 709.2.1.1 - 4 HR MIN SEE LS—I FOR FLOOR, COLUMN AND BEAM 12ATIN SYMBOLS LEGEND WALL MOUNTED FIRE EXTINGUISHER EXIT SIGN TRAVEL DISTANCE IGS WALL LEGEND �— NEW WOOD STUD WALL II NEW CMU WALL — FORMED AND POURED CONC, SHEAR —WALL CONC. FILLED CELL W/ I tt5 VERT. BAR CONC. FILLED CELL PERMANENT INTERIOR STEEL STUD WALL (NOT DEMOUNTABLE TYPE) COLUMN AND POURED CONC. MAXIMUM ENCLOSURE HEIGHT PER TABLE 600 IS 17. A2 u6r r� I ; F 319 L9j L9j lU� 00 MICROFILM I BIPBRVISOR II� 'C3 MECH. 320 E.- ►:. 0UNOCCUP N , — — — — — — — — — — — — — — — — — — -- OukL' — a Off' —— ---------------------------------- ---------- N -----------------•----•-�-- OH. Oa --- ----- ----------------------------- 04 _ LL : Lc (V N )L ----------- ----------�-- - --- _yQ- ---------------------------- m STAIN.ESS STEEL AND 0 z' Q O N � 0 TEMPERED GLASS RAILING N i SYSTEM ON CONC. STAIRS, N Q "0 0 .D SEE SHEET A-18. m —`--------.-----------i--� 0 — �� ------ w — ---------------------------- T J (n -`------- ----------- � • m — -- — ---------------------------- a Cn ---- Ic EV m --— --_—.-- GRADE ------ — N ..eyrrl ---- STAND PIPE AND STAIRWELL A/C CHASE , pi ee.e0—m—•. ..Dan. nn.u.m—n•nnnnn...... ��� ,�� �'••1% _ [•,IIII ' � ` ` ` � �1111111111� _ � '•' '•' [� IIII noon........... nnunn-.Y.. man m. ,mnn•mnn n�ni i , • • . �, , r • ( _ III � �• � an� �.C1A � /♦ � . 4::�)nnnnn•°nrl � flll �q,�j�n •r « _- •' : • ®• III Lull v ' . .1 . - . • ,�, - j � it 1 -- _ II III ®-� —' n �! .__ ■ j�_�_ .._Ili''= ENTRY DATA MINM r DI I �I OWN ■ ■ ■ i a Igo r fill ,• •_. __ unnnn.nmom_nmmnnn_nnnn. n'_u.nnnnnoo..nn r ra = : - _ • Is L I FE SAFET Ir (THIQD FLOOQ) SCALE: 3/32• =1'-0' FLOOR AREA - 12,032 S.F. • �\ ' I.I I.I ® �nnnnnnunnnnnnn ....._:.. .... ......... _.......... . I m 42 TABLE FP. IMPORTANT NOTE: OWER EXTERIOR WALL, 8' S OVER 17 CMU WITH LADDER TYPE 12 REINFORCING AT ERY O COURSE FILL ALL ITH FILL 500 FOAM D LEVEL FF. I i TIM INTERIOR 5/8' GYP. BD. ON I I/ M NG • 24' O.C. W/ I I/7 S AM I BETWEEN. 12OTLMA CEILI 3/4' STUCCO ILI ON 113 GALV. LATH ON GALV. 7/8' HA ING • 2W O.C. ON 1 1/7 GALV, CARRYI AT 48' O.C., SUSPENDED FROM CONIC. VE LEVEL FP. ROTUNDA IN S­ ALL WITH APPLIED TRIM, MEDALLI AND A C ONE WAINSCOT WITH CAP IM ENLARGED ELEVA 3/AI4 TWS SHEEM NOTE, GRADE AT ENTRY IS I/47 BELOW SLAB ELEVATION UEVE •T-II 3/4- STAND PIPE AND STAIRWELL STAND CHASE ICI I�l� m I'annnnnnb Ile' 434 L► R% a .� SCALIa 3/32" = I` " "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. ,,• . tl I.1 I.I I' ' •- .., � --� u ll ■11 III III � I ' III !11• IIII■ « _«. ": �� III II■ 4' �! ... . c- � ��� _♦ •� � �111 III � � = • III II■ ; +� il� %1 � � ��Illli � ' I■II■I - - III II■ IIII■ '•I I (FOUQTH FLOOQ) FLOOR APEA - 12,032 S.F. OFFICE 413 421 WORK AREA a36 BREAK ROOM 437 J a p Z D_ w m w � ' Q D 'Con N 0 U N m N a co Do 0 ~ Q Z E)— w raj[( 0- c0 O LO lL `I_ N N 0 F_ .J Q v Z U >- O w J a Xcr0 Inw= w (0 > II J a w Cn cy D 0 U Z I— 0 UN ®z z� O Q_j 1__IL M o W Z t� �LLI 0 G DL _j >a _J IL 00 J 0 � ° o U w w D_ 0 w M IL Y 41 ti 0 W g 0 Q m a _ Id jr 0 U Z W W w o a � r M —Z © SEPT '04 THESE PI,MS AND THE INFORMARON SHOWN HEREIN ME THE PRORRIT OF OR1MD OPoIENBAS Dmp AR)A&M, PA MD REPRDDI6HON5, DISCLDSURE4 OR USE IHE W DI OIL, OR W W 5 EPI y M_ HI.IED WIMDUT own � COMM. NO: 040503VB DATE: 20 SEPT., 200 BY: GVM CH'KD: PUA SHEET NO. L S - 3 OF THREE DOOR SCHEDULE 0 MARK SIZE DESCRIPTION JAMB DETAILS REMARKS X W X H X D X X X X (2) 3'-O'W X 8'-O'H X 13/ A CH SE IE IMPAC RATE WIDE STYLE STORE FRONT 4 1/2'XI 1/4' ALUM. I, 4/A-1 PROVIDE BRONZE TINED IMPACT GLAZING A _ VVAR12ANTTYYIPOWD0 COATING FRAME 2 2 \IV I ARCH SERIES IMPACT RATED 1/q-18 PROVIDE BRONZE TINTED O WIDE STYLE STORE FRONT 4/A-18 S M. IMPACT GLAZING W/ SIDE AND SIDELITES W/ 12AL9016 LIGHT I ' F AME WIDTH WHITE, 6 YEAR WARRANTY POWDER COATING (5) 3'-O'W X 8'-O'H X 1 3/4' PROVIDE BRONZE TINTED IMPACT GLAZING W/ SIDE _ LIGHT 9'- ' FRAME WIDTH \J A (2) 3'-O'W X 8'-O'H X 1 3/4 ARCH SERIES WIDE STYLE STORE FRO P 3 Q I/A-22 TEMPERED GLAZING 3 Q NO TRANSOM GALAS 3'-O' W X 6'-8' H X 1 3/4' OL RE WOOD, FLUSH BIRCH VENEER PAINT GRAD 16 GA. STEEL UN FRAM I 3 SOLID CORE WOOD, FLUSH 8/A_18 4' W X 25' H VIEW PANEL (0 BIRCH VENEER PAINT GRADE SIM. WIRE GLASS, KICK PLATE, CL II 3'-0' W X 8'- " H X 1 3/4 ARCH SERIES WIDE STYLE STORE FRONT, ESP WHITE 4 1/2'XI 1/4" ALUM. 7/A-22 TEMPERED GLA Q -.-.-FRAME NO TRAN OM GLAS 12 3 SOLID CORE WOOD, FLUSH 16 GA. g/A_18 4' W X 25' H VIEW PANEL 13 3'-O' W X 6'-8' H X 13/4' BIRCH VENEER PAINT GRADE STEEL SIM WIRE GLASS, KICK PLATE, _ _ FRAME CLOSER, 90 MIN RATED I 3 14 16 GA. STEEL DOOR, FLUSH 7,8/A-IS SIM. RATED 90 MINLO 15 SOLID CORE WOOD, FLUSH I/A-22 BIRCH VENEER PAINT GRADE -� 16 3'-O° W X T-O"HXI 3/4' STEEL/ ALUM. DOOR, FLUSH I 8/A-18 NOTE tt 3 BLAST RESISTANT SIM , 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 3 SOLID CORE WOOD, FLUSH KICK PLATE 20 BIRCH VENEER PAINT GRADE 6" W X 30' H VIEW PANEL _WITH VIEW PANEL CLEAR 1/4' TEMP. GLASS 16 GA. STEEL DOOR, FLUSH 7,8/A-18 6" W X* 25" H VIEW PANEL I 3 - 21 WITH VIEW PANEL SIM' CLOSERR45 GLASS 6° W X 25" H VIEW PANEL. 22 I/A-22 CLEAR 1/4' TEMP. GLASS 1 - 23 7,8/A-18 6' W XINIRE VIEWPANEL Q SIM. - R N ED 24 16 GA, STEEL DOOR, FLUSH I/A-22 UNDER CUT I/2' 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, J IOUR RATED _ WITH VIEW PANEL _ 28 3'-O' W X 6'-8"'HXI 3/4' 16 GA. STEEL DOOR, FLUSH 16 GA. STEEL 8/A-18 RAIN DRIP CLOSER - IMPACT RATED FRAME 29 3'-0' W X 6'-8' H X 1 3/4' 16 GA. STEEL DOOR 8/A-18 SIM. 4" 1N X 25" H VIEW PANEL _ WITH VIEW PANEL CLOSER 90 MIN RATED 30 3'-0' W X 6'-8' H X 1 3/4' 16 GA. STEEL DOOR, FLUSH 8/A-18 RAIN DRIP CLOSER IMPACT RATED 7 — 31 (2) 3'-O'W X 8'-O'H X 1 3/4 ALUMINUM GATES ALUM. I/A-10 CANE ASTRIGAL 32 10'-O'W X 9-O"HXI 3/4' OVERHEAD COILING SERVICE DOOIMRPACT RPAINTED GALV STEEL _ GAUGE Tp COMPLY WITH 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 IMPACTRATED LOUVER 34 3'-0' W X 6'-8"' H X 1 3/4' 16 GA. STEEL DOOR, FLUSH IS EEL 8/A-18 CLRgIN DRIP OSER, VIEW HOLE Q3 _ FRAME 35 3'-0" W X 8'-O' H X 1 3/4" 16 GA. STEEL DOOR, FLUSH CLOSER IMPACT RATED 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 . LRB O SI BL S . ETBO LC4.)- UAO S O EF ONT DOORS AND WINDOWS IS KAWNEER, OR CGI 450 LARGE MISSILE IMPACT SERIES. 5J- GLASS COLOR IN ALL EXTERIOR DOORS AND WINDOWS SHALL BE 3 BRONZE TINTED. INTERIOR GLAZING SHALL BE CLEAR. I PROGRAMMING COMPARISON "A" SERIES SHEETS INDICATE BUILDING SHELL INFORMATION. "SP" SERIES SHEETS INDICATE SPACE PUBLIC INFORMATION DIVISION - TAB 7 3 PLANNING, INTERIOR WINDOWS, EXTERIOR AND INTERIOR DOORS. AREA REQUIRED AT 5 Y12S = 924 SF AREA PROVIDED = 994 SF "ID" SERIES SHEETS INDICATE INTERIOR s ARCHIVAL/ACTIVE DOC. STOR. = 2660 SF 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. ATLANTIC AVENUE PUBLIC SIDEWALK unOLE 16 INE2GEN BOTTLES FOR FIRE SUPPRESSION O SEE SI-EET FS-1 CT. CT. MI,c N. AISLES 0 V GENERATOR 021 • 32 • S • EI ®® i 1 9, S, l N 26 FED EX g ELEC 18 Oo7 PLANTER WALL Illi��c: ATOP LOBBY 003 u _ .,... GRAND LOBBY X-RAY Fo_o_qD ..: ..AL DETECTOR IIIIIIIIIINIIIIIIIIIIIIIIII.F,IIIIIIIIIINIII@] � 1 . GLASS E FRAME— INFO gal � � �11i�=� :_� :� _ 4 � -•-p 22 SHELVES (NI.C.) — • I - u ff ...=fe �, unnnnnnnn• inunmm�nnnnnnn WINDOW SCHEDULE 3 A / I SPACE PLANK I N SCALE: 1/8" = 1'-0" MIN. CLEAR AISLES L5 Zlf�LEASE SPACE 017 1242 SF THIS KRONOS SYSTEM IS PROVIDED AND / INSTALLED BY THE OWNER AT EACH FLOOR. L T 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. FUTURE o COMMERCIAL KITCHEN L-6 AREA LEASE SPACE 023 1780 SF 34 i i THRU WALL HOOD EXHAUST AND MAKEUP AIR, VENTILATOR A (STQEET LEVEL) FLOOR AREA - 10,384 S.F. O u ENTRY ROTUNDA (TWO STORY) I NOTE, THIS IS AN ELECTRIC DOOR FOR HANDICAP I ACCESS SEE SECTION 08710 � I u O W J Y a o = Z W _ m y ~ wto Q NN0 my a o G ~ate* Zo I Z W to) Q — Cn ILO In N U d=� Lai LAj Z = M .. p W JV Q WOZ 10 W 2 W c0 > 0- , � 1e111NN1�e_-I�IN111111, .nIII�NII�I�IIN��III 1K,....�al�ln.1.-I1nl J Q w W O U W Q Df J LL LL N Oz Z =j>cr) v� 0Qe uj fri W� ?r1 _I tL —j OF- U0 U)° U W W O 0.. LI- y Y Y Y EY 3 1_ M a M 0 W IJ J WLd V) M N EE W & o Y O N O W y O w a 3�3 On 3 w K tr U K in cv)F Z in Ol c, O _ Z OC SEPT. '04 THEg PUNS MD THE INP@M. SHRNN HEREIN ME TIE PIA MD R wmu •OIFt D SET OR USE PA N1R RFAiOgIClpRt 06g9911E4 ql IBE TNR-➢F • IIItlIE d R HPs • k].1-Sif flP BIFD MIIi•Uf 1tlREN 11 PF1069fK COMM. NO: 040503VB DATE: 20 SEPT. 200 BY: GVM CH'KD: Pi D SHEET NO. s P - I OF FIVE 11-21. A DOOR SCHEDULE Al MARK SIZE DESCRIPTION JAMB DETAILS REMARKS X WXHXD X X X X O 3'-O" W X SOLID CORE WOOD W/ BIRCH VENEER, PAINT STEEL FRAME I/A-2 6" W X 30°H VIEW PANEL 6'-8' H. X 1-3/40 GRADE W/ VIEW PANEL 16 GA. CLEAR 1/4" TEMP. GLASS 41 16 GA. STEEL DOOR UNDERCUT 1/7 FLUSH HOLLOW CORE WOOD W/ BIRCH VENEER 2" ALUMINUM PER 42 PAINT GRADE, FLUSH FRAME MANUF. L SOLID CORE WOOD W/ STEEL FRAME I/A-2 4"W X 25' H VIEW PANEL 43 BIRCH VENEER, PAINT 16 GA. SIM. IRE GLASS, KICK PLATE, GRADE W/ VIEW PANEL CLOSER, 90 MIN. RATED HOLLOW CORE WOOD 2"ALUMINUM PER O W/ BIRCH VENEER FRAME MANUF. UNDERCUT 1/2' G PAINT GRADE, FLUSH O 1 � 16 GA. STEEL DOOR 16 GA. I/A-22 O FLUSH STEEL FRAME 8/A-18 CLOSER 47 45 MIN. RATED SOLID CORE WOOD, O FLUSH, W/ BIRCH VENEER, I/A-22 U.C. 1/2" PAINT GRADE q9 HOLLOW CORE WOOD W/ BIRCH VENEER, PAINT 2" ALUMINUM FRAME PER MANUF. 6° W X 30'H V.P. GRADE W/ VIEW PANEL CL AR I!4" TEMP. GLASS 50 SOLID CORE WOOD, FLUSH, W! BIRCH VENEER, STEEL FRAME 16 GA. I/A-22 U.C. 1/2" PAINT GRADE 51 SOLID CORE WOOD W! 24"W X 54" WIRE GLASS, FIRELITE H VIEW PANE OR SAFTI g2 BIRCH VENEER, PAINT 7/A_2 36'W X 14"H TRANSOM BADE W/ V.P. E TRANSO I HR RATED. CLOSER 53 54 P-6' W. X HOLLOW CORE WOOD W/ BIRCH VENEER 2" ALUMINUM PER U.C. I/2" X 6'-8° H. X I-3/4° PAINT GRADE, FLUSH FRAME MANUF. HOLLOW CORE WOOD W/ BIRCH VENEER, PAINTL .� 55 6' 8'OH. X 13/4° CLEAR 114" TEMP. 1P. GLASS 56 3'-0" W. X 3/ 'RATED ARCH SERIES IMPACT WIDESTYLE STORE 4-1/2' X I-1/4° 1A/A-I PROVIDE T PR INTED IMPACT GLAZING 8'-O" W. 813' H. X 1 FRONT E SIDELITES FRAMES ESP WHITE CUM. FRAME SIM. FRAME W/ SIDELITES e 57 I 3 58 59 3'-0" W. X HOLLOW CORE WOOD W/ BIRCH PANT 2" ALUMINUM PER .�.6" W X 30'H V.P. 6'-8' H. X I-3/4° GRADE W/NVIEW PAINEL FRAME MANUF. CLEAR 1/4" TEMP. GLASS SOLID CORE WOOD W/ 'STEEL FRAME ❑ 3'-O" W. X 6'-8' X I-3/4' BIRCH VENEER, PAINT 16 GA. I/A-22 U.C. 1/2' GRADE,FLUSH I 61 SOLID CORE WOOD W/ BIRCH VENEER, PAINT 6" W X 30"H V.P. CLEAR 1/4' TEMP. GLAS ARCH SERIES IMPACT 4-1/2' X 1-i/4- 1,4/A-1 PROVIDE BRONZE TINTED IMPACT GLAZING 9'-6" W. 62 RATED WIDESTYLE STORE ALUM, FRAME SIM. FRA—M—E WI/--SIDELITES FRONT > SIDELITES FRAMES E P WHITE 63 1 3 3'-0' W. X 16 GA. STEEL DOOR STEEL FRAME 7/A-18 - O(2) 6-8° H. X 1-3/4" FLUSH 16 GA. 6516-8' 31-0" W. X HOLLOW CORE WOOD W/ BIRCH VENEER, PAINT 2" ALUMINUM PER 6" W X 30'H V.P. H. X 1-3/4' GRADE W/ VIEW PANEL FRAME MANUF. CLEAR 1/4" TEMP. GLASS SOLID CORE WOOD, STEEL FRAME I/A-22 66 FLUSH, W/ BIRCH VENEER, 16 GA. PAINT GRADE 16 GA. STEEL DOOR 4"W X 25" H VIEW PANEL 67 WIRE GLASS, CLOSER W/ VIEW PANEL I HR RATED 8/A-18 4'W X 25" H VIEW PANEL 68 SIM. WIRE GLASS, CLOSER 90 MIN, RATED SOLID CORE WOOD, 69 FLUSH, W/ BIRCH VENEER, I/A-22 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 KAWNEE2 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. COUNTY COURT DIVISION IMPO UANT NOTE: TRAFFIC DEPT. TAB-4 2417 SF CASE ORK AND CABINETRY CLARIFICATION -ONLY THE CASEWORK AND AREA CURRENTLY REO'D. AREA REQUIRED IN 5 YEARS 2417 SF CABIN TRY, (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 MISDEMEANOR DEPT. TAB-4 SUPPLIED BY THE GENERAL CONTRACTOR AND INCLUDED IN THE BASE BID. ALL OTHER SYSTEMS FURNITURE, EQUIPMENT, DESKS, TABLES, CHAIRS, FLAT FILES, AREA CURRENTLY REO'D. 3187 SF CAME A STANDS, SERVERS, UPS IN COMPUTER ROOM, MEDIA FILES IN i AREA REQUIRED IN 5 YEARS 3913 SF COMP TER ROOM, COPY MACHINES, FAX MACHINES, CARTS, METAL SHELVING MARK D N.I.C., CARRELS MARKED N.I.C., FILE CABINETS AND SIMILAR ITEMS TWO DEPARTMENTS CONSOLIDATED TO DEPICTED ON THE SP SHEETS ARE NOT TO BE INCLUDED IN THE BASE BID. SHARECOMMON AREAS AND PUBLIC AREAS. AREA PROPOSED! I 3 WORK STATIONS 4013 SF SHARED PUBLIC AT 2/3 1096 SF ® 3 TOTAL 5109 SF E'VID. STOR. SEE SPEC SECTION 10670 FOR SC{ EDUCE OF FILES AREA CURRENTLY OCCUPIED! 3157 SF 103 INCREASE PROVIDED 1952 SF L_J b42 MAIL ELEVATOR LOBBY (5109 / 3157 = 1.61 APPROXIMATELY 1 l02 AD -I lol UP 61% INCREASE OVER EXISTING) LIB TS AIR 43 CIRCUIT CIVIL DIVISION. TAB-2 �I ! AD-2 DN (FORECLOSURE, APPEALS, SMALL CLAIMS) - JA,N. HI E� IT'r IL� AREA CURRENTLY REQUIRED 2776 SF BREAK C)'4 AREA REQUIRED IN 5 YEARS 3381 SF ❑ 105 C�� aCCESs "MIN. CIL Al L A THESE THREE DEPARTMENTS CONSOLIDATED ❑ 40 TO SHARE PUBLIC AREAS. FILEs AREA PROPOSED! --- ------ WORK STATIONS 2894 SF ❑ CC-10 WORK SHARED PUBLIC AT 1/3 548 SF CC-9 ❑ 106 TOTAL! 3 3442 SF CC-8 -----J AREA CURRENTLY OCCUPIED! 1380 SF ❑ n INCREASE PROVIDED 2062 SF ST I (3442 / 1380 = 2.49 APPROXIMATELY 44 lu ----- I 149% INCREASE OVER EXISTING) 45 PUBLIC SEATING (CALCSJ a — ❑ -- C TRAFFIC REQUIRES 4 TO 6 C-6 MISDEMEANOR REQUIRES 10 TO 12 ❑ SECURE FILES OPEN OFFICE SMALL CLAIMS REQUIRES 4 TO 6 II3 u4 I, CIRCUIT CIVIL REQUIRES 8 TO 10 ®-------- TOTAU" 26 TO 34 CC-10 ❑ I � I I NUMBER PROVIDED 37 (24 CHAIRS AND 13 PUBLIC CC-5 3AVIEWING STATIONS) CC-4 1-------- -- �] J-------- ❑ CC-il C 3 Q,�, CC 3 ® MI CC-2 ❑ SC-2 ®® ?A, �3--------- SCHEDULE FOR WIREGLASS IN DOORS AND TRANSOMS 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! WIRE GLASS IN DOORS 43,67,68 CLEAR Y4" TEMPERED IN DOORS 40,49,55,59,61,65 3 WIRED FIRLITE OR SAFTI GLASS IN DOORS AND TRANSOMS AT 52,53 SECOND FLOOR WIRE GLASS IN DOORS 70,90,91,92 CLEAR Y4" TEMPERED IN DOORS 80,81,85,89,97,102,103,104,,105 WIRED FIRLITE OR SAFTI GLASS IN DOORS AND TRANSOMS AT 76,77 HIRD 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 iv ! cD co �D ELEV. OF DOORS 52, 53, 76, 77, 113, 114, 209, 210 I 3 MECH. ill STAIR 2 IMPORTANT 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. REFER TO SHEET A-22 FOR - WINDOW SCHEDULE 3 f f OPEN`/ ILL�I T It. Jll �\ -- •: - — TS-1 1III P ELEC. II � I I III • II z Room 11 1€ n e OFFICEill nnnmuununn Ism ILK � y 126 I1I ✓✓ ✓r.. . I HOUR/®[I LI5 MIN _�■!III ✓° �❑ ------ -- OFFICE ' ❑ ❑� PUBLIC WAITING ®P T=2 LOW WAN 125 ❑ r� 56 LL 115 ® T_I I CIRCUIT ❑ ❑❑I❑❑ ' T_3 T_7 CIVIL ❑ ❑❑ ❑ ® ��--------- (❑ ® ❑❑❑❑ ❑ ❑ , T 4 —Q T=8 ❑ T_I2 ❑ Z ®® ® m 57 � 0m ❑ o — LOW T-9 --------- 4L� i I I -- WALL M-13 � ❑ HIGH ----- 13 I- E 4' FILE I ❑ M-I2 ❑ � T-6 WALL M`3 CART; ICE 36' MIN. CL � '-------' - ---- 58 116 AISLE -__--_--_- FI a- ❑ 3 ❑ M-2 - ❑ M=11 M-10 Ic 64 KRONOS COURTESY DD MS 65 MAILBOXES 66 E 5'-0" ------ ° DL 124 IN. 59 UNISEX ❑ ❑ ❑ O67 srAFF II9 M=g M-7 M=6 ELEV — FILES - M=8 M=5 M=4 CLOS. UNISEX F 121 W C ELEV. LOBBY 120 60 12z 62 1-1-8-1 69 68 0 J BREAK 123 �Z 63 U 1, yl m n SPACE PLANNING (FIPST FLOOQ) SCALE! 1/8" =1'-0' FLOOR AREA - 10,616 S.F. OCCUPANCY: 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. W .. Y Z a w m W I_— Q = (D N O mV) N o o '-ad Zp I Z a porn IW_- z �010 Lo Q < L-2 ,-, N U N O_ 3 � 0 J Qv Z m rm Muj J Q OZ L W co > a ' �I�anl�llinu�m�l,. ��I�I�j��Ill�� ■ 1 I- 0 U ° Z I- 0 LL LL N /� olJ > '1E�,E A F-" L -4GL Z� Z � � � J �QU- �[ m W z cu) W0 0 j>a. LL � U0 �$° 3 Li U Li 0 o d LL NOTE! THESE 3 WALLS ARE Y Y Y ALL DIFFERENT. THE LOW WALLS ARE SYSTEMS „FURNITURE SUPPLIED BY THE OWNER. THE RELOCATABLE PARTITIONS (ALSO CALLED PORTABLE WALL PANELS) AND THE PERMANENT > N PARTITIONS SHALL BE ,, a o BY THE GENERAL ; S CONTRACTOR. o o g ADHERE TO THE WALL W W ; N LEGEND ON SHEETS o W ID -I THRU ID-5 FOR W W CLARIFICATION. o W � LJ O Q 'o o N m w a Z © SEPT. '04 THESE PLMs AND THE INFORMATION SHOWN HEREIN ME THE PAOPFRIY DF MW � MW ARDKEM PA AND REPNDWCDW6. 06OIDSUHES OR M THERD, N WHINE OR N W 6 DO'RFSIlT flD- HERED WIIHODE WRRIEN P3C®0!L COMM. 1140: 040503VB DATE: 20 SE?T., 200A BY: GVM/ SPS/EPH CH'KD: PD SHEET NO. SP-2 OF FIVE ,q LI DOOR SCHEDULE I MARK SIZE DESCRIPTION JAMB DETAILS REMARKS X WXHXD X X X X W. X SOLID CORE WOOD W/ STEEL FRAME I/A-22 H '! W X R. VIEW PA NEL 70 HH. X I-3/4" 6'-8' H. BIRCH VENEER, P INT GR 16 GA. SIM. KICK PLATE, CLOSER A L 90 MIN. RATED 3'-O" W. X ARCH SERIES IMPACT ° X ' 1,4/A -18 PROVIDE BRONZE TINTED 71 8'-O" H. X I-3/ •RATED WIDESTYLE STORE UM. FRAME SIM. IMPACT GLAZING FRONT E SIDELITES FRAMES E P WH TE 8'-2" FRAME WIDTH O 3 O3'-0' 73 W. X '-8" 16 GA. STEEL DOOR STEEL FRAME I/A-22 6 H. X 1-3/4" FLUSH 16 GA. U.C. 1/2" 74 8/A-18 CLOSER SIM. 45 MIN. RATING SOLID CORE WOOD, 75 FLUSH, W/ BIRCH VENEER, I/A-22 U.C. 1/2" PAINT GRADE 3'-0" W. X SOLID CORE WOOD W/ 16 GA. 24"W X 54" H VIEW PANE 76 6'-8" H. X 1-3/4' BIRCH VENEER, PAINT STEEL FRAME 7/A-22 36°W X 14"H TRANSOM BADE W/ V.P. E TRANSO I HR RAT D, CLOSER 77 3'-0" W. X SOLID CORE WOOD, 78 6'-8° H. X 1-3/4" FLUSH, W/ BIRCH VENEER, I/A-22 U.C. I/2" PAINT RADE O 3'-0" W. X HOLLOW CORE WOOD W/ 2" ALUMINUM PER 80 6-8" H. X 1-3/4' BIRCH VENEER, PAINT GRADE W/ VIEW PANEL FRAME MANUF, *6" W X 30°H V.P. 81Nil- 16 GA. STEEL DOOR STEEL FRAME 8/A-I8 82 FLUSH 16 GA. SIM, 45 MIN. RATED 83 16 GA. STEEL DOOR FLUSH LE W. X A CH SERIES IMPACT 4-1/2' X 1-1/4• 1,4/A-18 PROVIDE BRONZE O3'-O" 8'-O" H. X 1-3/4" RATED STORE FRONT FRAMES ESP WHITE ALUM, FRAME SIM. TINTED IMPACT GLAZING 85 H. X 3- X 6'-8" H. X I-3/4° H BIRCH VENEER, PAINT/ 2" ALUMINUM PER 6° W X 25"H V.P. GRADE W/ VIEW PANEL FRAME MANUF. O 3'-X 7' 7'-O"H. CHAIN LINK 9 GA. - LOCKABLE 3'-O" W. X HOLLOW CORE WOOD W/ 2" ALUMINUM PER 87 6'-8' N. X I-3/4" BIRCH CH VENEER, PAINT GRADE FLUSH FRAME MANUF. 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. 3'-O" W. X HOLLOW CORE WOOD W/ 2" ALUMINUM PER 89 6'-8" H. X 1-3/4" BIRCH VENEER, PAINT GRADE W/ VIEW PANEL FRAME MANUF. *6' W X 30"H V.P. W. X 16 GA. STEEL DOOR STEEL FRAME 4°W X 25" H VIEW PANEL O3'-0' 6'-8" H. X 1-3/4' W/ VIEW PANEL 16 GA. I/A-22 CLOSER I HR RATED 8/A-18 4'W X 25" H VIEW PANEL 91 SIM. CLOSER 90 MIN. RATED 4'W X 25° H VIEW PANEL C CLOSER 3 1 H12 RATED 93 SOLID CORE WOOD, FLUSH, W/ BIRCH VENEER, I/A-22 U.C. 1/2" PAINT RADE 94 O HOLLOW CORE WOOD W/ BIRCH VENEER, PAINT 2" ALUMINUM PER GRADE FLUSH FRAME MANUF. 96 16 GA. STEEL DOOR STEEL FRAME I/A-22 FLUSH 16 GA. KICK PLATE SOLID CORE WOOD W/ 97 BIRCH VENEER, P INT *6" W X 30"H V.P. GR A L 3'-O" W. X ARCH SERIES IMPACT -I/2' X I-I/4° 1,4/A-18 PROVIDE BRONZE TINTED 98 8'-0" H. X 1-3/ RATED WIDESTYLE STORE UM FRAME SIM. IMPACT GLAZING FRONT E SIDELITES FRAMES ESP WH TE . 9'-6" FRAME WIDTH PROVIDE BRONZE TINTED O 3 IMPACT GLAZING 8'-O° FRAME WIDTH 101 3-0" W. X HOLLOW CORE WOOD W1 2" ALUMINUM PER 102 6'-8" H. X 1-3/4' BIRCH VENEER, PAINT GRADE W/ VIEW PANEL FRAME MANUF. *6" W X 30'H V.P. 03 04 05 W. X ARCH SERIES IMPACT RATED WIDESTYLESTC�4-1/2"X 1-1/4' 1,4/A-18IMPACT PROVIDE BRONZE TINTED I0ys&o�. X I-3/4" FRONT F� WHITI�E ALUM, FRAME SIM. GLAZING 9'-6° FRAME WIDTH 3 REFER TO SHEET A-22 FOR X WINDOW SCHEDULE CIRCUIT CRIMINAL DIVISIO NOTES, v v v v FELONY COURT DEPT. TAB-3 I.) - 16 GA. STEEL FRAME IN MASONRY WALLS - 4" HEAD AREA CURRENTLY REQUIRED 7152 S 2.) - 16 GA. STEEL FRAME IN STEEL STUD WALLS - 2" HEAD. AREA REQUIRED IN 5 YEARS 7878 3.)- ACCEPTABLE ALTERNATE FOR STOREFRONT DOORS IS AREA PROPOSED KAWNEER OR CGI 450 LARGE MISSILE IMPACT SERIES. WORK - 17 STATIONS 1 2617 SF 4.)- GLASS COLOR IN ALL EXTERIOR DOORS AND WINDOWS FILING AND VAULT (819 L.F.) 2746 SF SHALL BE BRONZE TINTED. INTERIOR GLAZING SHALL BE CLEAR. SHARED PUBLIC AT 1/2 1070 SF 5.)- THE DOORS IN THE ABOVE SCHEDULE MOUNTED INTO THE TOTAL, 6433 S PORTABLE WALL PANELS IN 2" ALUMINUM FRAMES SHALL BE AREA CURRENTLY OCCUPIED SUPPLIED BY THE MANUFACTURER OF THE PORTABLE WALL PAS WORK - 12 STATIONS 1122 S ALSO REFER TO SPECIFICATION SECTION 08354, ARTICLE 2.05. FILING (389 L.F.) 1774 S -ALUMINUM FRAME: LOCATED IN RELOCATABLE PARTITION. TOTALS 2896 INCREASE PROVIDED 3537 SF (6433 / 2896 - 2.22 APPROXIMATELY 122% INCREASE OVER EXISTING) _ 0 BALCONY Fo FELONY FILINGS DEPT. TAB-3 71 rf ❑❑ AREA CURRENTLY REQ'D. 3319 SF AREA REQUIRED IN 5 YEARS AREA PROPOSED: 4287 SF 72 3 A WORK -]A STATIONS 2502 SF FC-16 FILING (126 L.F.) 189 SF I SHARED PUBLIC AT 1/2 1070 SF u; TOTAL 3761 SF v C AREA CURRENTLY OCCUPIED, WORK - 10 STATIONS 1570 SF 00 FILING (26 L.F.) 52 SF TOTAL 122 ❑ I I f I I W 6 SF - INCREASE PROVIDED 2139 SF FC-17 HI -DENSITY FILES FILE (376 / 1622 = 2.31 APPROXIMATELY LL C 131% INCREASE OVER EXISTING) 12W X I .240 LF PUBLIC AREAS REQUIRED (WAITING) AISLE I 36'AIS1 FELONY COURT 3 TO 5 FELONY FILINGS 5 TO 6 INERGEN ------------------- - TOTAL: If REQ'D. (14 PROVIDED) Rr)TTI 1=R PUBLIC AREAS REQUIRED (WORK/REVIEW) FELONY COURT 3 PRESS & ATTORNEYS FELONY FILINGS 2 AUDIO BOOTHS 3 2 ATTORNEYS 4 CARRELS 2 MICROFICHE READERS 2 PUBLIC DEF./STATE ATTY. TOTAL 15 REQUIRED (18 PROVIDED) STORAGE/FILING EXISTING AND PROPOSED FELONY COURT (4830 SF REQ'D.) 452 LF 819 LF FELONY FILINGS (400 SF REQ'D.) 26 LF 126 LF PLUMBING FIXTURES CALC. EXISTING AND PROPOSED AREA 12,032 100 PER PERSON = 120.32 012121 PERSON WC I PER 50 - 2.42 - 3 (PROVIDED 5) LAYS I PER 80 - 1.51 - 2 (PROVIDED 5) D.F. I PER 100 - 1.21 - 2 ( PROVIDED 2) SCALE: 1/8" = I'-O" FOR FIRE \ SUPPRESSION SEE SHEET FE Z 0 U m I I I I I I I I I I I I I I I I a l 1 -I 4- I ;11- XI X I T I- 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, SECTION 10670 DULE OF FILES 3 3 • �, ■-■■■■11 BEEN MENENE NEEEI ........................-.�. � ■�'`� 2ll:,�❑- EDI I �. C:UST D. 85 _ ' I co] (n FC-18 x 1 I- �� I GATE EVID. VAULT ❑� � W 21g 1r U) IQ 10, 40 LF T 75 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. ..��14,#� • nl- ------------ 20=2 CARRELS • _ : �1�; ( ROSE �I 1111111111 • � �� Elm mmmmmm oil ,�' �' Innmm�mimmm�unnnnm. � -_ FYI hmnrmnEl Inml ' � �.♦ ® • ♦ T • T_11 M.:• - _ ■E 00 .•• a ■ ■ 81 ■ o u Im.nnmm�, III « _■ I I T \ ppINTER ® s� II■ li -- -- - ' - ■I'�I ■ I■_I■I w .. • • ` ICI 1 DAILY VAULT 80 I I.I I.I j .© ■�■oil i { OPEN OFFICE ■ • ® • l� • 1 I.I I.I ® z i �• �'. CII . ���!�I� �� • M.II II ELEV. LOBBY 229 vi 1 /8" = 1'--O" 92 < Q PRINTERS ❑ ❑ ❑ ❑ F.C. ❑ FC-4 FC-3 FC-2 SUPERV. OPEN OFFICE FC-9 FC-10 FC-II ,�, ❑ ❑ ❑ ❑ LOW BOOK' C_I SHELF 60" H. L J COPY ---- FC''-12 OPEN OFFICE cT-; o -- --- -' CONF. 228 FL. WORK FC 13 ❑ RONOS STATUTES OPEN OFFICE 97 ❑ ❑ ❑ 227 5'-O" 95 MIN, FC-14 F -1 0 UNISEX ' ❑ I 230 94 STC 231 I I (SECOND FLOOQ) FLOOR AREA - 12,032 S.F. lis a 11 W J a � m w N O :5N m O a o ~Q� zo I Z W o 0Fern °- O w -< �` ^ cn N mLLJ U n- I� Z m rLLJ w J a moz of 0 w to>a gyp'""'�I ,aIIIIIm,...e1111111k, "�oNI�IINIRIuum, 1__IL O U 1 0 ry 0 '1� LL LL N O OZ >. Z � oQ� �[ m W Z O W _0 J LL Df > a U O co LAJ w a o L� Y Y Q. 0 W M N q w ¢ o } o pq o M N W O Z O 0 w W y 'O H W W W U 0 Ix m v o LJ U W q © SEPT. '04 THEE PUNS Mo THE INFORMT10N SHO HEREIN ME TIE PRWSRY W EDW NOW EEEY M NTEC'M PA MD REINDDUMIM DIES M WE Rn60F N NNNE M N WAF 6 EIPREMY HOM WrW IFRINEH PBA48 N COMM. NO: 040503VB DATE: 20 SEPT'., 200 BY: GVM SPS CH'KD: PUD SHEET NO. S P-3 OF FIVE DOOR SCHEDULE 1 MARK SIZE DESCRIPTION JAMB DETAILS REMARKS X W X H X D X X X IIO 3'-0" W. X ARCH SERIES IMPACT RATED WIDESTYLE STORE 4-I/2' X " 1,4/A-18 PR VIDE BR N E TINTS IMPACT GLAZING 8'-0" H. X 1-3/ FRONT E SIDELITES FRAMES ESP TE � 2 CUM. FRAME SIM. 8'-2" FRAME WIDTH III 3'-0' X SOLID CORE WOOD W/ STEEL 4'W X 25' H VIEW PANEL 112 16'-8"H. X X I-3/4' BIRCH VENEER, PAINT GRADE W/ VIEW PANEL GA. Sim. KICK PLATE, CLOSER 90 MIN. RATED II3 SOLID CORE WOOD W/ BIRCH VENEER, PAINT 7/A-22 24"W X 5 _ PANE 36"W X 14°H TRANSOM GRADE W/ V.P. E TRANSOM I HR RAT D, CLOSER 114 II5 SOLID CORE WOOD, FLUSH, W/ BIRCH VENEER, I/A-22 U.C. 1/2' PAINT GRADE 116 0 16 GA. STEEL DOOR CLOSER 118 FLUSH 45 MIN. RATING SOLID CORE WOOD, 119 FLUSH, W/ BIRCH VENEER, U.C. 1/2" PAINT GRADE 120 LIGHT GASKETS 121 122 U.C. 1/2' 123 124 - SOLID CORE WOOD W/ 125 BIRCH VENEER, PAINT 6" W X 30"H V.P. GRADE W/ VIEW PANEL SOLID CORE WOOD, 126 FLUSH, W1 B112CH VENEER, U.C. 1/2' QNIX 3'-O' W. X ARCH SERIES IMPACT 4-1/2° X 1-1/4" IA/A-18 PROVIDE BRONZE 127 8'-0' H. X 1-3/4" RATED STOREFRONT FRAME ESP WHITE ALUM. FRAME SIM. TINTED IMPACT GLAZING 12B 3'-0' W. X 6'-8" H. X 1-3/4" HOL D W/ BIRCH VENEER, PAINT6" 2' ALUMINUM FR ME PER MANUF. W X 30°N V.P. GRADE W/ IEW PANEL 129 3'-0" 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. 3'-O" W. X 16 GA. STEEL DOOR I/A-22 4"W X 25' H VIEW PANEL 132 6'-8" H. X I-3/4" W/ VIEW PANEL CLOSER I HP 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 30'H V.P. GRADE W/ VIEW PANEL FRAME MANUF. 136 HOLLOW CORE WOOD W/ BIRCH VENEER, FLUSH, STEEL FRAME I/A'-22 ) U.C. 1/2" 16 GA. PAINT GRADE I SOLID CORE WOOD, I37 FLUSH, W/ BIRCH VENEER, 1 U.C. 1/2' PAINT GRADE SOLID CORE WOOD W/ 13B BIRCH VENEER, PAINT 6" W X 30'H V.P. GRADE W/ VIEW PANEL SOLID CORE WOOD, 139 FLUSH, W/ BIRCH VENEER, U.C. 1/2' PAINT GRADE NOT USED NOT USED NOT USED - NOT USED 3'-O' W. X HOLLOW CORE WOOD W/ 2' ALUMINUM PER 141 6'-8" H. X I-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 W X 30"H V.P. 16 GA.6" GRADE W/ VIEW PANEL 143 HOLLOW CORE WOOD W/ BIRCH VENEER, FLUSH, 2' ALUMINUM *U.C. 1/2' FRAME PAINT 9BADE ONix HOLLOW CORE WOOD W/ I45 BIRCH VENEER, PAINT *6" W X 30'H V.P. GRADE W/ VIEW PANEL 146 147 (2) 3'-0" 1- X 6'-8" H. X 1 ' �j O 3'-O° W. X 6'-8" H. X i-3/4' SOLID CORE WOOD W/ BIRCH VENEER, PAINT STEEL FRAME I/A-22 6" W X 30'N V.P. GRADE W/ VIEW PANEL 16 GA. PUBLIC RECORDS DIVISION r RTANT N TES > MICROFILM / SEARCH DEPT. TAB-6 CASEWORK AND CABINETRY CLARIFICATION - ONLY THE CASEWORK AND AREA CURRENTLY REQ'D. 5935 SF ETRY, (DRAWN ON SHEETS ID-6, ID-7, AND ID-8), AND THE WALLS AREA REQUIRED IN 5 YEARS 6407 SF (DEPICTED ON THE WALL LEGEND ON SHEETS ID -I THRU ID-5), SHALL BE AREA PROPOSEDI IED BY THE GENERAL CONTRACTOR AND INCLUDED IN THE BASE BID. ALL WORK STATIONS (ID 986 SF SYSTEMS FURNITURE, EQUIPMENT, DESKS, TABLES, CHAIRS, FLAT FILES, SUPERVISOR 207 SF OPEN WORK/FILE 777 SF CAMERA STANDS, SERVERS, UPS IN COMPUTER ROOM, MEDIA FILES IN BREAKROOM 240 SF COMPUTER ROOM, COPY MACHINES, FAX MACHINES, CARTS, METAL SHELVING PUBLIC VIEWING 760 SF MARKED N.I.C., CARRELS MARKED N.I.C., FILE CABINETS AND SIMILAR ITEMS STORAGE -FIRE RATED 1150 SF (AT GROUND FLOOR) DEPICTED ON THE SP SHEETS ARE NOT TO BE INCLUDED IN THE BASE BID. STAFF RESTROOMS 150 SF SHARED PUBLIC AT 1/3 359 SF TOTAL 4629 SF STAND PIPE AND STAIRWELL AREA CURRENTLY OCCUPIED: 3577 SF _ � 0 C CHASE INCREASE PROVIDED 1052 SF BALCONY SERC4-EDUCE OF FILES PEC SECTION 10670 FO (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 12ESTPOOMS 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 nnn—'� •nxnmx,= �'I—uur i�mn�nmanxml-unmmu�m� ��N.. �•••1 • � � I ,�� �II�� a�inri�pinnrrrnmil�lnnm -------J CL COPY Q MICROFILM CLOS. C SEARCH 304 U H -DTICIT P IICROFILM SEARCH z --� 0SY FL 0 r------- �� Q m MICROFILM OPEN OFFICE c� SEARCH F317 c 128 DID DD❑ U; t 319 i� MICROFILM ©s SEARCHSUPERVISOR C_! DOOR SCHEDULE CONTINUED MARK SIZE DESCRIPTION JAMB DETAILS REMARKS X WXHXD X X X 149 3'-O" W. X ARCH SERIES IMPACT ATED WIDESTYLE STORE -1/2" X I-I/4' 1,4/A-18 PROVIDE BRONZE 8'-V H. X 1-3/4° FRONT E SIDELIGHTS FRAMES ESP WHITE CUM. FRAME SIM. TINTED IMPACT' GLAZING 50 2 151 152 153 3'-0" W. X OLLOW CORE WOOD W/ 2" ALUMINUM PER6" 154 6'-8' H. X I-3/4' BIRCH VENEER, PAINT GRADE W/ VIEW PANEL FRAME MANUF. W X 30"IH V.P. 155 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 KAVVNEE12 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. �J REFER TO SHEET A-22 FOR WINDOW SCHEDULE 2 C: Es s p pm I = a - ELEV. I r, I rM — • �'� r • lIV V V V IJNICI V ;M UNI 117 DIE] 316 II6 36'MIN. HI -DENSITY TAPE STOR. CLEAR 336 AISLE 5� F 1 I QUEUE " -_-" �A ® E) (N..CJ e e 6 ® PUBLIC REVIEW RPUBLIC EVIEW' "ll , "------- e STAFF �329 ELEV. UNISEX 330 ELEV. LOBBY 331 133 13321 0 IMPORTANT NOTE-' 2 R CLERK CI�K CASHIER CASHIER SYSTFU TUI CLERK CASHIERS OPEN OFFICE 313 I I CLERK 5 DATA ENTRY :ASHIE R 1-z DATA ENTRY CT. a i I 1 1 L�. I I I — V, U' CASHIER r DATA ENTRY 1 CLERK j DATA ENTRY CASHIER 1 L}, --- , 324 CLOS. 325 �J I I <2) 143 VENDOR INER TTLES FOR FIRE SUPPRESSION SEE SHEET FS-3 71LES" R GREASE BOARD MARKER BOARD ►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. DATA ENTRY DATA 314 326 SUPPORT 328 y SYSTEMS 0 0 v TRAINING 335 ------- L------- 2 WORK STATIONS 334 151 309 OFFICE z 0 Q m 1 e NOTE, THIS IS A SEGMENTED WALL USING 2' DEMOUNTABLE PARTITIONS. IT IS RADIUS IN PATTERN, HOWEVER THE PANELS ARE NOT INDIVIDUALLY CURVED. r ® SPACE PLANNING (THIQD FLOOQ) SCALED 1/8" =1'-0" FLOOR AREA - 12,032 S.F. Ld Y a o Z ° w m W �to Q to O V) Q N N M N% o H V) zoI ZV) w o U g Qcm OfW �o Q < L` ^ N a_ = U n 0uj a Z D v rm W moz e 0 NIw= W (D > (L 11�pnn1�1 11,r■.n,�11 Alml.N.4:51111111u\ I11o„ r........r„ �1III pnlllllllllllliml�,. ''I�II�InII�IIIIIIIINI ! � a W V) O OL o LL Oz Z �CQ o < U- m W? WU 0Ulu �>a E UO -� O �- (nCLL t- U W a O Y y D w q U N w CL 0 0 cm o z 0 La U W 6S In n In r _ o Z © SEPT. '04 THESE Pews Mo THE INFORMATION SHORN HEREIN ME THE P®PFRIT of F � x NWEROPJ. PA Mo RamoNlCl m otiQATR® OR IH HffREDF N MiNIE 011 N PMf N F>�T HBO M1IHRIIf M'NfRll PO.®oll COMM. SHEET NO. SP-4 OF FIVE DOOR SCHEDULE MARK SIZE DESCRIPTION JAMB DETAILS REMARKS X WXHXD X X X X 3'-O" W.AlTED ARCH SERIES IMPACT 1,4/A-18 PROVIDE BRONZE 60 8'-O' H. X I-3 WIDESTYLE STORE LUM. FRAME SIM. TINTED IMPACT GLAZING FRONT E SIDELIGHTS FRAMES ESP WHITE 8•-2" FRAME WIDTH - 161 mil% A 3'-0' W. X SOLID CORE WOOD W/ STEEL FRAME 162 6-8° H. X 1-3/4" BIRCH VENEER, PAINT GRADE W/ VIEW PANEL 16 GA. I/A-22 6" W X 30°H V.P. 163 SOLID CORE WOOD, FLUSH, W/ BIRCH VENEER, U.G. 1/2" PAINT GRADE IG4 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, STEEL FRAME I/A-22 U.C. i/2" 16 GA. 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" 16 GA. SERIES IMPACT4-1/2"X 1723' (ARCH STORE FRONT I-I/4' 1,4/A-18 PROVIDE BRONZE8°-O HXATED FRAMES ESP WHI E ALUM, FRAME SIM. TINTED IMPACT GLAZING 173 3'-O" W. X 6'-8" NX I-3/4 SOL C E WOOD, W/ BIRCH VENEER, PAINT STEEL FRAME I/A-22 6' W X 30"H V.P. . GRADE W/ VIEW PANEL 16 GA. i74 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 31-01 W. X 16 GA. STEEL DOOR STEEL FRAME 7,8/A-18 ®(2) 8 6'-8" H, X 1-3/4" FLUSH 16 GA. SIM. 3'-O" W. X 16 GA. STEEL DOOR 4 W X 2 "14 VIEW PANEL 181 6'-8" H. X 1-3/4' W/ VIEW PANEL 1/A 22 CLOSER I HQ RATED 8/A-18 4"W X 25' H VIEW PANEL 182 SIM. CLOSER 90 MIN. RATED 183 16 GA. STEEL DOOR I/A-22 U.C. 1/2" FLUSH KICK PLATE 184 HOLLOW CORE WOOD W/ BIRCH VENEER, PAINT 2" ALUMINUM PER *6" W X 30"H V.P. GRADE W/ VIEW PANEL FL ME MANUF. 185 JA 186 187 HOLLOW CORE WOOD W/ BIRCH VENEER, FLUSH, *U.C. 1/2" PAINT GRADE 188 HOLLOW CORE WOOD W/ BIRCH VENEER, PAINT *6" W X 30'H V.P. GRADE W/ VIEW PANEL 189 � O SOLID CORE WOOD, STEEL FRAME I/A-22 I/A-22 16 GA. U.C. 1/2' PAINT81GRA ENEER, 191 HOLLOW CORE WOOD W/ BIRCH VENEER, PAINT 2'ALUMINUM PER *6° W X 30'H V.P. GRADE W/ VIEW PANEL FRAME MANUF. 192 SOLID CORE WOOD, PLUS W1 BIRCHNEER, STEEL FRAME I/A-22 16 GA. U.C. 1/2' PAINT G12ADEH, 193 SOLID CORE WOOD W/ BIR T STEEL FRAME iiJx 6" W X 30°H V.P. DE / VI W PAN 16 GA. 3'-0' W. X ARCH SERIES IMPACT -I/2' X I-I/4" 1A/A-18 PROVIDE BRONZE I94 81_0" H. X 1-3/ "RATED WIDESTYLE STORE LUM, FRAME SIM. TINTED IMPACT GLAZING FRONT 6 SIDELIGHTS FRAMES ESP WHITE 9'-6" FRAME WIDTH 195 196 3'-O" 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 FR ME MANUF, 197 198 AREA CLIPRENTLY REOD. 1370 SF AREA 12EOLJIRM IN 5 YEARS 1370 SF AREA PROPOSED CLERK'S OFFICE 254 SF ADMIN. SUPERVISOR 176 SF CO FIERBJCE 602 SF SHARED PUBLIC • In 266 SF SHARED PRIV. 12EST12S a 1/3 36 SF SWARM BREAKROOM o 1/4 62 SF SHARED WOWCONF, a 1/3 138 SF TOTAL- 1534 SF AREA CURRENTLY OCCUPIED, 744 SF INCREASE PROVIDED 790 SF (1534 / 744 - 206 APPROX 106% INCREASE OVER EXISTING) FAMILY RELATIONS DEPT TAB-5 AREA CLRRENTLY REOD. 3071 SF AREA REQUIRED IN 5 YEARS 3434 SF AREA PROPOSED SUPERVISOR'S OFFICE 140 SF WORKSTATIONS / FILING 1067 SF SHARED PL93LIC . In 266 SF SHARED PRIV. RESTRMS a 1/4 36 SF SHARED BREAK ROOM a 1/4 62 SF SNARED WORK/CIXNIF. • 1/3 138 SF TOTAL- 1709 SF AREA CURRENTLY OCCUPIED 1200 SF INCREASE PROVIDED 509 SF 0709 / 1200 - IA2 APPROX. 42% INCREASE OVER EXISTING) CHILD SUPPORT DEPT. TAB-5 AREA CURRENTLY REOD. 2334 5F AREA REQUIRED IN 5 YEARS AREA PROPOSED 2818 SF SUPERVISOR'S OFFICE 140 SF WORKSTATIONS / FILE 635 SF SHARED PLEILIC . In 266 SF SHARED PRIV, RESTRMS • 114 36 SF SHARED BREAKROOM o 1/4 62 SF SHARED WORK/CONF. a 1/3 138 SF TOTAL- 1277 SF AREA CURRENTLY OCCUPIED 1014 SF INCREASE PROVIDED- 263 SF (1277 / 1014 - 1.23 APPROX 23% INCREASE OVER EXISTING) DOMESTIC VIOLENCE DEPT. TAB-5 AREA CURRENTLY RE(YD, 1806 SF AREA REQUIRED IN 5 YEARS 2290 SF AREA PROPOSED SUPERVISOR'S OFFICE 184 SF WORKSTATIONS/PETITIONER 814 SF SHARED PUEIUC a V7 266 SF SHARED PRIV. RESTRMS a 1/4 36 SF SHARED BREAK ROOM a 1/4 62 SF SHARED WO2IUCONF. 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 CURRENTLY READ. 644 SF AREA REQUIRED IN 5 YEARS 765 SF AREA PROPOSED CONF. ROOMS 198 SF WORK AREA/FILES 220 SF SHARED PUBLIC • In 266 SF SHARED PRIV. RESTRMS • 1/3 48 SF SHARED 9REAKaROOM • 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 SF AREA REQUIRED IN 5 YEARS 687 SF AREA PROPOSED, WEDDING ROOM 112 SF RATED STOR. ROOM 45 SF CLERK STATION 81 SF SHARED PUBLIC • 1n 266 SF SHARED PRIV. REST12MS o 1/3 48 SF SHARED SREAKROOM a 1/4 40 SF TOTAL- 5925E AREA CRRENTLY OCCUPIED 118 SF INCREASE PROVIDED 474 SF (592 / 118 - 5.01 APPROX. 401% INCREASE OVER EXISTING) FINANCE E HUMAN RESOU12CES DEPT TAB-4 AREA CURRENTLY READ. 1403 SF AREA REQUIRED IN 5 YEARS 1535 SF AREA PROPOSED - WORK AREA / FILES 842 SF CONK ROOM a 1/2 95 SF SHARED PUBIC • In 266 SF SHARED PRIV. RESTRMS o 1/3 48 SF SHARED 812EAKROOM • 1/4 40 SF TOTAL- 1291 SF AREA CURRENTLY OCCUPIED 1150 SF INCREASE PROVIDED 141 SF (1291 / 1150 - 1.12 APP12OX 12% INCREASE OVER EXISTING) 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 HE 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. 404 L �405 F=2 SECURE OFFICE ACCNT. PECIALIST 406 d' %1 F-I /I AREA CURRENTLY READ. 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 1n 266 SF SHARED PRIV. RESTRMS • 1/3 48 SF SNARED WEAK1200M a 1/4 40 SF TOTAL- 1417 AREA CURRENTLY OCCUPIED 840 SF INCREASE PROVIDED, 577 SF (1417 / 840 - Ib8 APPROX 68% INCREASE OVER EXISTING) WINDOW SCHEDULE CK:REFER TO SHEET A-22 FOR L3 ow, .1 1■I 1!I STOP. 407 Z 0 0 m I.I C� DOOR SCHEDULE CONTINUED I MARK SIZE DESCRIPTION JAMB DETAILS REMARKS X WXHXD X X X X 31-0" W. X 0LLOW CORE WOOD W/ 2" ALUMINUM PER I99 6-8" H. X 1-3/4" BIRCH VENEER, PAINT GRAD W E L FRAME MANUF. *6" W X 30"H V.P. 3'-O° W. X ARCH SERIES IMPACT -V2" X I-I/4" 1,4/A-I PROVIDE BRONZE 813' H. X I-3/ "RATED WIDESTYLE STORE LUM. FRAME SiM, TINTED IMPACT GLAZING FRONT E SIDELIGHTS FRAMES ESP WHITE 8'-O" FRAME WIDTH ao A 3'-0" W X OLLOW CORE WOOD W/ 2" ALUMINUM PER 6-8" H. X 1-3/4" BIRCH VENEER, PAINT GRADE W/ VIEW PANEL FRAME MANUF. *6' W X 30"H V.P. ® SOLID CORE WOOD W/ BIRCH VENEER, FLUSH STEEL FRAME PAINT GRADE 16 GA. O OLLOW CORE WOOD W/ BIRCH VENEER, PAINT 2" ALUMINUM �K W 30"H FRAME 6" V.P. GRADE W/ VIEW PANEL ® SOLID CORE WOOD W/ BIRCH VENEER, PAINT STEEL FRAME GRADE W/ VIEW PANEL 16 A O® SOLID CORE WOOD W/ BIRCH VENEER, PAINT I/A-22 4°W X 25" H VIEW PA( SIM. KICK PLATE, CLO�iER GRADE W/ VIEW PANEL 90 MIN. RATED ® SOLID CORE WOOD, FLUSH, W/ BIRCH VENEER, 7/A-22 24"W, X 54"N. VIEW F'ANE 36"W.XI4"H. PAIN GRADE TRANSOM I HIPPATEP, CLOSER 210 211 I/A-22 U.C. 1/2' 212 FOLDING MODERNFOLD SEE MOVABLE PARTITION 213 DOOR (8)- 23 3/4" X 16"H DETAIL MODEL a 555OR (2)- 23 1/2" X 16"H 9/A-17 STC 49, VINYL FACED MENTAL 77 HEALTH u u 424 CONF. #2 New— I�1 FAI MECH. MECH. 425 STAIR 2 An W SERIES SHEETS INDICATE BUILDING SHELL INFORMATION. "SP" SERIES SHEETS INDICATE PACE PLANNING, INTERIOR WINDOWS, XTERIOR E INTERIOR DOORS. ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK E FINISHES. LARGE CONF. OR SMALLER STAND PIPE AND STAIRWELL CONF. ROOMS A/C CHASE mo \''N4rnl II1117H==1NHIIIIN1 Ixr1111N111HIN11H111 \• •1 �11111111 = ��� •� . ♦ . �11111111 �;� III • 1111111111 /PROVIDE (2)TWO • - �. I�I I�I I�I ��' �RECESSED • • D nnnnp� un ILgrnln I umi .I�,�� ►` •� - R •JECTION SCREENS MOTORIZED 1 • ._ . _ C B - - -- - - ��'' it u� OFFICE� II ■ �,,Em — ren I �IIII_• .. COURTON u IIIIIIIIIIIIIIIINININNfI � • �� • - • III -.;.mom ,-,�� ■ ■_II II_■ I - : a III .... ■II II■ • W _UNISEX I- � 1 ® ■II II■ �� ■I ■ • • I ADMIN. r • �I, ir ■11202 uj 11■ , IL 199 =111•'' III III• ': — _ II■ � 1 • •• SERVIOM 'III . , as •OF u IL • • ' — —_ II■ • • 198 _ r� • 11• ■II I■f I■I I■I � � � � :III_• —_AR= • •00 II■ ■I I■I _ ��I��I f.1 f.I ,429 z low MARRIAGE JIM !i—LETC _ 7 • • ICI I■I •�mnxnnnmm� r � T--y FAMILY • r • • ' w ' •. COPY I f IFAX 6 ■1 I.II.1Irl AL SPACE PLANNING SCALE; 18° = 1'-0" DOOR SCHED LE CONTINUED (ROOF LEVEL DOORS) MARK SIZE DESCRIPTION JAMB DETAILS REMARKS 214 3'-0" W. X 5'-7-I/2' H. X I-3/4° 16 FL 3A. STEEL DOOR SH IMPACT RATED 16 GA. STEEL FRAME I/A-6 7/A-18 215 216 217 Iwa II��1111/11I1, (FOURTH FLOOD) OFFICE 418 OFFICE 421 WORK AREA 436 BREAK ROOM 437 A - 12,032 S.F, N TE : 1.) 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 PAS ALSO REFER TO SPECIFICATION SECTION 08354, ARTICLE 2.05, i-�ALUf�v11Nh1M�Rl v1E�LO�ATFD II.RELOC,�4T/�BL� PARTITION. } Ld Y � � Z W m cn ~ O H d co (n a) O N m N (/) o o ~Q� Z p I Z W d 0 L) 1 0-Q) o _o� V N O- S h y Zm:Q W U r m W moz J Q 2 to Wo W cD > a --11,,,...I��q fa11;111110A1111111n, 1ie11NIImII •1111111piplimilim1p, imminiiigh ^I-- 0 U z� I— 0 LL LL N O U J U \ / p � ZZILJ Y (9 �[m W? W �( O � U0 U)°° W w O a � m y � a ]C o LU x o N = 0 0 m o I O ce o 0 to �ce o 0 N > po K ¢ U C > lW— ODM z c © SEPT. '04 F,cm rw,s mo THE INFDflWTN1N SHOwN HEREIN ME THE wmv,xn a mlum MOM Ix1ax xwlms, rw rNo •rlouxnara, o OFF rmrEo wnlaur wwnw roelmnn COMM. 140: 040503VB DATE: 20 SEPT. 200 \ BY: GVM CH'KD: PLA SHEET NO. SP-5 OF FIVE Area—FlI-aR Co core® CC1250 Panel Detail — PNNskmMbs aPEGFlCAHONS (4geh) FullhaNmbmkd Paintedbnbh Gena:tl l„kn:epn abet 1.0 sheet Panel wagM1I:860wB•bae • ISRI`daep th rocgamg . a"mtl velmdm:nmsMnnae Imenaly Op,orel Feehh" niN a ounioulGw. Pvhim MeaNaxod Cemen4tioua P.WxAN1fmmwmgbnlpmaP erne maleal peali'm Cb®A Rano.Pwll,abxp Wep9daeWIIdIYY dons aM pwln,erer -'4 ,, NonaanbgN6b m�lerbl umem:udure Opgm Pa"i Oros Web .1.1 gaam Pan 4'lll"Duly8plgdvan,or dnlh."Gualdxa.doogn TH." D" NNINlHger 1MegrlahAN.Fi Okeltl.gnaM C..'o'dmle exainp lib brpoG4n lYelw netengn rd lmlbnwNM1 orvdaataraw Tibfbd0aumirmbd WMWPaeLirni N1 o ..IIIV High Promi laniuq . 1M. High P... lemisb . vlS Condaeiv" Hlgh Pheoura temrem Cc.ei Deal IV 00Muc5w High Prol lemiNhe 1N•VCT . He CorMbgnviv tnt•swlb DrecepellwueYl • .y 4.Iib faNNI NTlrebd Mtli ion a bin edtre 41. y _ 4 4 , d.'• 4' . 1/16' HIBh Precaumuniirse �. .e 1" 1l6•HiBh Presun terninefe y'' '- 11Y6•CoEreh Prnlxela'nkwte 1_., . 1:8' Carguc%alcV.e HgM1 Pieeaure lareWe lidagai Tran The xiM Tap Set TXm TlleuiM Carpel tottery pmireW WB: Momraticed, Ben Painbd panl,wii, Perbnnenn SelsNm CheX tar ConCareD CC1250 Bea painled6N.hgacrepinm@de Rellin Look • Bem "Wrinahlo Sege PMlTa@ 81.bl.ae! UMeMrucLre oho'm Cm'mtMID' Top Burrero Lin n Una ,o t0,W0 No� Lase Dedeetm Iveb Loedl Pmas Pe®e PmiILN*- BUIbn, IMIN, alm Will 3701, I=I BW Ne 1whe N7 ka 2 The 143FPa 170 4641g MN 46ka aGe75q� 0.5 lgbP 1Z:A Iq O"O 3 "N" "a"I 1001 B001q 1601b 4 xgW d671g 2Nmm 148 kh tEBe 454 Mo laab e01} UnlLeek"'Flroeedrdl O.p Ig6P ,2501q O.,OP a]OlNo. 36ollx too New Hill, PooXNA'uri k"� 44kgmm M74 2aimm 14"'� iM 4 Iig wax, 4ayp Urilak•'YBtlgf bgaPl a2 we Il lxr a.1W 3001"1 >aJ2' I ,WYI None iWlq UnlPx-;rlh nexi Iak ha, .4 tbdmm 14Zkox INS "a'N; cannmawa,ueH,dawdlmPelx Lna npedee.r lama bi nnpgae b.m axe r nrh aim Rn�ta iul kale xeekes I paint d peril. Pe nitaef eRareppimhn Ngrrlranbglea lmtlalwllha �.O1P. of nlh0 bads ehe11bedfMO'. WYee100 P WhooeMoeNo )Xa,.lbrl I3Hr ,;odx_N lade x t 1a116'vrilo-M1eN Peptic 00 po' WFeel (10, f00 punk 8' da. x 1 Ir4'vAexeb•1 Tate Access Fbna, Inc © 2002 Tete Aries Floors, Inc 7510 Montevideo Road Jessup, MD 20754 Tel (410) 799-4200 Fax (410) 709-4207 Tatiff Low FFH Cornerlock Understructure I PosiLock Pedestal AC = FM for ConCorePand All Steel Access Floor Panels-24" PEDESTAL SPECIFICATIONS 2 o O Pedeefel Aeoi • Aaae.blyfi an2-12' a S• FFH•hell provide an ' S,OOD Ib. axial bad without pemenent defoma6on. ® • Assembly shall provide t 12 WWI adjusaneat euma mkemum Tn'shedf ear height of 2-12•. •. O.ft.ing...It of 1,0001n.Nbe. when Tab remmmeruletl pedeetal adhesive a alb'Ized on a dean la saabtl ccnvbte skib. w � \\) __4) Pedoetal Head • Die fom,ed steel pedestal head prNep6on welded V 0 0 `N In nut Withtlneeded Nee for height adjuatrnuxi • 1-12• gaNanbad coupling nut shell be 39'-10 UNC and prajedbn welded IN padasel head. • Pedstsl head.hall have tapped holes for I engagement of Poelock fasteners. 5 • Posiock hathunn.lall be Ile-20 flat -heed 4 m.d hri. view. LEGEND Pade.el ease 0 ga.atobaetl..st16' mmandgaNen'vadsleel. 1. PPraeabor penal 0 Seld steel Said shall be 3/4'-10 UNC and O O Ppedon waned to base plate seCoePturngsva Parini • wpporl for pereb 3. Die fonrred gaN. � around columnsand imaprwila around columns and xaAs. seal head 4. Steal stud 3u" -10 ONC b.1-12'gahi..tao coupling nut S. Dle Termed Saw sto I base iy I I, ' \ Panel (fold cut as necessary) � I \ 19'- 20 whosite resietent Capered fasteners % _aw,wrwrn.Xmmr Field eeda6l}l rate Access Fbo18, Mc. 01999 Tax, Accros more, ine 7510 Montevideo Road Jesup, MD z:rr M Tal(410)79SJ Fa%(410)799420T Floor Finish Transition Tate Acne• Fbo. , Inc 7510MaMe,ola.Naad aal I, i41)hOsXgi FsI41O)79W O I VINYL / HPL - CARPET (WITH TRIM STRIP) I Trim Vinyl l HPL laminated panel Vinyl / HPL Carpet VINYL/ HPL- CARPET (WITH TRIM STRIP) trip. //— Carpet led panel Comerlock Perimeter 7=ot �ep� System Details a for ConCore® & All Steel Access Floor Panel Applications J�uP MD 20794 (410)7�:� Fax POSILOCK To UNDERSTRUCTURE - PERIMETER Wall 5 1 M"-1 1 /2" distance Cut Panel Full Panel Additional pedestal to support center of cut panel at doorways or other areas of — heavy traffic or heavy bads (used in addition to angle) 1 1 /2" steel or aluminum angle 1 /4" expansion anchor or toggle bolt }'�'.♦: tee,'. isi .i' l• ! osiTile Carpet Tile Ttle Apes Floor, Inc 7610 MaMad.. Head Jeux'1000i94 IRL TF44t 0)]a m Fax (4,0)>B9d20] I POSITILETA1 BOTTOM VIEW I 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 co Tipletely modular to the access floor panel toprovideone to one panel and tie relocateability. Construction Dimensionally stable and free laying acking (no adhesives required). Various colors, patte ms and textures available. Cornerlock Perimeter System Detail; for ConCore® & All Steel Access Floor Panel POSILOCK TM UNDERSTRUCTURE - PERIMETER. Perimeter adaptor Site out ConCore.III or All Steel Floor Panel Field PostLock T pedestal Perimeter pedestal Tate A icasa Fbea, Inc jkxxu�7610' F%1 079Road To(41 Mp II42M Tat (41(ne'9 ,420 Fax (4,B)799-02➢T 24" - 5 114 "distance Cornerlock Perimeter for ConCore® & All Ste ,System I Access Tate Acwv Fbpr, Inc JetwpM , D2lbor Details 6,O Mode Hap Red Ij//ERR Tel(410)TB9•E200 Floor Panel Applications Pax 1410) 7964207 POSILOCK To UNDERSTRUC URE PERIMETER - Perimeter adaptor 24" - 5 1 A " distance anel Site cut ConCore To or All Steel Floor I Field PosiLock TM pedestal Perimeter pedestal xi �.. .. 'a.. f. •s', T. N Y: :3 o Floor Finish Transition Tale Acnn Fbor, Inc. 7510 Monlavdeo Ra.d Jesup, MDZOT94 Td(410)7B m Fax(4,0)78Bd207 n.®.naorawwRrn xrmmxmre"xw"n"vie awmr,mmrm wm Ni xin arp_ "cart . mroom-.n.a.bmaa lal xeoNex, ., ey,m . ax Y 0 gwNearl Nxx ex ex"Nexi NhTha WoN,dol1 :awn'n O'N"Nuwwaan"eqNUMx"I"WtatNaq xxo.I.W+q"paag dn:NAMIe-CPNPGI II.... el Min ri —_ '2O O ` . • . • .. .. • . . . CEau31c-caaPcrrwl7Pqur1xlu sTPIP) DZLI 0 f Ni _. O O 0 0 Cornerlock Perimeter S Details TO. Fbpx.lnG stem 751aMaM.w6eaae"d m for ConCore®&All Steel Acoass ' Floor Panel Applications J®up1P. MoD 20TW F";,°o„o;;m POSILOCK in UNDERSTRUCTURE - PERIMETER Wall L.. 51 /1 1 /2" distance Cut Panel _. Full Panel Additional pedestal to support centerof out panel at doorways or other areas of heavy traffic or heavy loads (used in adi lition to angle) 11 /2" steel or aluminum angle 1 /4" expansion anchor or toggle It I �1)1"QING DETAILS C C 77 � i� A E'lj"goo.) IC Tate Access Floors, Inc. 7510 Montevideo Road Jessup, MD 20794 Tel (410) 799-4200 Fax (410) 799-4207 W J Q p Za W Q N CD O Q N ii m N N m C IW—M oll d Zp I Z W Q 0 0- M O. O in I— Z Q < ��� y —t N Z U a Z LLJ = awv U m W J Q WOZ to A LLJ = W to > a_ 11111.ae,,tl I1I,eeexe�11 nIIIIII....'All III lie IIII�'t�pu....aq�t�'II'I , 4�1'�I'IIIII��'III'II'Illl�. Q L I rn I' ^/ .i U O I— O J LL o 0 CID I— Wok >m OQ� � 111III W c) (D of U JLL >>FL UJo °ya0U) F-- U LJ ti p © vSEPT '04 THESE PLANS AND THE INFORMATION SHO "nil HMN ART THE I'WA4AIY OF MUM DaTDali 01111l NOV= PA AND R PPIMM110N9, D50.D911ff5 OR USE TNEI N NHGE OR N PNrr a edeg 59.T P0O- aBIIED MTn10Or MAOTEH PWII590N. -.. COMM. NO: 040503VB DATE: 20 SEPT., 200 BY: TATE CH'KD: PD SHEET NO. F ®1 A OF EIGHT I Cornerlock Perimeter System Details 411D ,aF'��'�°p Oea Roetl JOsuy,M02 ' ,, ME) for ConCore® & All Steel Access Floor Panel Applications W Fo r(41000) POSILOCK T" UNDERSTRUCTURE -PERIMETER Wall Full Panel Perimeters to pedestal 1 1 /2" steel 1 /4" expan a 1 1/2" or less Partition Wall Interface with Floor Details �F.�e T80 Jams, MD 207" �e POSILOCK ma UNDERSTRUCTURE -SURFACE WALL PARTITION DETAIL Few4101 T�1'+°7 ° °° T99a'I Wall ConCore@ Posit-ock T Leveling ni Steel pede )f wall is required, al screw to attach floorpanel a base (by others) 'osiLock T" head Threaded stud Bridging Obstruction on Subfloor 751OMwttf—R.d � I T5 Mml Fv Roo° TaIC J..' MD'OZ OPTION 1 F.(4q ss z°o Fax V 0)T99 MO Structural chann-1 (­hH 1 aim And 1—inn In be determined I Obstruction Perimeter Condition at Angled Wall TTaCMM R Ia�. WAmlteFboRoetl Jeuup, MDZ)7M come POSILOCK TM SYSTEM Fe.i41u1 a Wl Access panel cut as required PosiLock TO pedestal with perimeter adaptor Posil-ock T" pedestal FN ON Transition Between Access Floor Levels Tb WW.' °R TO, MrnRO Roetl OPTION 1 a (a+gTSD zoD fax (a,D)TB9i211T 6" wide aluminum threshold plate Aluminum top angle other finishes may be E cceptable (see fascia detail 5:89) Perimeter adaptor Perimeter pedestal Standard field pedestal —� , a' S feel angle string rs this side Low F H perimeter pedestal ..... - , t fig:. ti �I Tale 10) Floors, lnc � I Bridging Obstruction on Subfloor s,D Mamawapawe J®uR MD2fiT84 OPTION 2 Tel ((410) d2� fax µ,D7 TssszoT Structural channel every 24' min. (actual size and spacing be determined by loading required for floor) Tall Obstruction —_-.... Tab AowwFWore,id � I �POSILOCKTM artition Wall Interface with Floor Details J UP.MD °eo w° . Jawup.) DZ 24 ) UNDERSTRUCTURE -THROUGH WALL PARTITION DETAIL F.:(4,o7)TT T Wall ConCoreC Perimeter Combo scr Leveling ni Steel pede )y others) esil-ock T" head Threaded stud Transition Between Access Floor Levels Tela Mcass . Tao- Tg. Manla.rwO, ° L&L Jem°R MD M0 ( T 410)T OPTION 1 Faxel (410B-0n3a200 Aluminum fascia closure plate Aluminum top angle other finishes may be acceptable (see fascia detail 5:89) Perimeter adaptor Standard field pedestal Low FFH perimeter pedestal K'+ r. or i 4 4' c� a: Steel angle Low FFH perimeter — field pedestal Bridging Obstruction on Subfloor T51"� fwRaOJ �I T5 MaMeuFWRoo° . J-IMD20T OPTION 3 TO(410)DO Structural channel (actual size and spacing to be determined by loading required for floor) Trench W J Y a - Z ° w m to ~ • W Q Z) (D to 0 0 N m N V1 o 0 ~Q* z I Z W Q U O FY 0) i— in z �0to Q < gw^ N N ~ _ CLUJI N✓ F— J Q Z V r m •• —t a HMO 0 to W 2 W c0 > a J Q W V) W O U LLI a 1 0 Oz tV z� m O Qe 0< . ^Y�^3 Cm W — W WU 00 w �>a J O Uo U)°° 0 W O W D_ O LL to z 0 rn W Ir H Q O z © SEPT. '04 TIME x Me THE INmRIMMI SHQNN HE N ARE 111E 1MD131n OF' awls oaEr®ti a NCR= PA AM a5ROI)IM 4, 11e0A9JlES M IRS IIEIEOF N M1g1E M N W 5 aw y PRO - Mines 111RIC)IR Y:R1131 PailiISSIOrl J COMM. NO: 040503VB DATE: 20 SIFT., 2M BY: TATE CH'KD: PD Tate Access Floors, Inc. SHEET NO. 7510 Montevideo Road Jessup, MD 20794 Tel (410) 799-4200 Fax (410) 799-4207 AF-IB OF EIGHT t.•( Mounting Equipment to Subfloor 7510 ° ]S10Ma0evamemtl Jwo0. MDaT/9t "(410)7N 2W Fn(00)1094T07 '�te Fl When it is necessary, to mount equipment to the access floor due to cantilevered loads, tall and narrow equipment, or other situations which may muse equipment tip over concerns, consider the following methods for equipment tie down. Drill hole and pass threaded rod through panel o Mounted equipment General Cutout Details Tea °ttef Fbaa,lc 7H1°MmlevEweoeE 01 . Jesup, MDalT04 SUPPORTING A CUT PANEL ° ("°)'°°�'°° Fp (410)T89i2111 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 of additional supports are outlined on this page. FIESupport Pedestal Additional Support Pedestal I I Mounting Equipment to Subfloor Tae"`�a`b"wxl Taw ,w F1°aoatl JeauP. MD ahiBb Tel (ato)'res4saa Fnv fatal1934T11> Anchor toilet to structural stand Access hole through — panel for piping Ceramic Was (see speciality floor finish applications 5:39) Structural steel stand bolted to slab Toilet Mounting Equipment to Subfloor aMx�v FaPo lc M1°Vgpgoetl J.P.wuP. MD an84 T°I(410)TB M . Fax(410)TOP4E 7 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 be down. Access noor pan Threaded rod / t Hex head nut, w Spring nut Unistrut mounte manufacturer's i 4 G 4 Cornerlock Perimeter System Details 7510MTM.AesFFbwq . J. MMD20oortm4 . T.1 [41, Mo zo for ConCore® & All Steel Access Floor Panel Applications F: (, 10)ns ao POSILOCK - UNDERSTRUCTURE - PERIMETER - CURB Aluminum threshold cover - omit if Perimeter adapter Perimeter pedestal Plenum Divider PosiLockTv Systems: no stringer perpendicular to plenum channel lww• ®Fbw Lc A 7510 Monw. _Woad JwuP.wzP Te1010)] 4200 Fn (410),s420) MI Apply 1 /4" compressible open cell peel Combo comer -lock screw & stick gasket to top of stringer (passes through channel) industrial grade duct tape to seal channel) Stringer screw (passes through channe seam between stringer & channel Boked stringer (parallel to wall channel) Tape plenum divider sheet to steel channel and bottom angle Fasten with pop duets Height adjustment nut Access floor panel Plenum divider (aluminum or steel) Wall channel Tape gap where stringer I Tape vertical seams where sections meet sections meet Flat pedestal head Pedestal base I Bottom anale attached (1" shorter than at teld bases) with pedestal adhesive 4"x4" steel base plate attached I Non-flammable sealer or caulk at with pedestal adhesive bottom of divider and concrete slab I 4 b' A 4 • ti Subfloor " .g -s n ACCESS FLOORING DETAILS Tate Access Floors, Inc. 7510 Montevideo Road Jessup, MD 20794 Tel (410) 799-4200 Fax (410) 799-4207 W J Y Q p Z 0-cn w m W Q =3 to V) 0) V) N N m V) a coo G ~Q� Zo I Z c0i O � CD 0 IL 0 to r1� IL < ` J r� N U a 2 i� LLI E— J QLLJ Z = CK )_m MOZ J Q N W 2 W to>0- loop,... .11il P°....milli 99 ............411111111111h —I ' .�nllllllllllllllllllmp� '�IIINI�iIIII�IIN� hil I U UJ a 1 0 LIL Oz 00 Z�� D 7 Q J Ua1L �[m W28 WU >a _1 ILL _J 0 i- Uo U)°U_ U W i O � d O W © SEPT. '04 THESE PLANS AND THE INn1aw,TDN SHOWN HEIa:IN ARE THE nDPFxn OF WM NNae15 090 NOIIM PA ND flufmDONrS. Dl4aDSUlES 0 USE lmmw N MNdE at N PNn a PmIES.T So- HIRED 111rN0er Neml PDO®lM. COMM. NO: 040503VB DATE: 20 SEFr. 2004 BY: TATE CH'KD: PD SHEET NO. AF-IC OF EIGHT If r , I Air Duct Through Fire Wall 761=� `"` 0 J. MuMD 2" ao.a Jessup,) 20]84Wal Tel ((410)7 4A Fax gla)]aeazm a n DEToe Nae in Latl rm wrener or Bu1G'e ac'im f tmeoreeaeama M'n mynam:Nevabtlree 1tia Mmermepnowbi:me rx mrsmeeomm� .e.c+r^•��w=w.wPma ayrl.,a�rm m.s.r .mr.,w. .e,.wo��.werm.xm�.nmerme ervYttPVY6pMM wmawalolu�ge v3MalyofH cei'epw(¢2)Ibw.NJN01 Na TeleH Wva rbv byp"rc ron.mamnanxtiea Wnnnolaeeafrea oyu�up ere�awweaenceN z ra.�ome veeue amw„n m,""eeaxao orrwi.�mmweaw nnnanx.rmvm�e�r e"azFdypuOeo opmrq fmmeaMuexuwMo. aaap�"osnea enm Wmrw.m nu�augv nearge Fire Barrier at Door Threshold = "P..MD 7iEJ� m. vomra ��in (rigfee.mo IAtOIiOBd optional C1reshold Top Df access flaw Sheewack faced Tire bather wall dlamels pedestal support Structural wall dtamels Grommets +.m+v.a"mrw r�tn,m rewao tuenw.an I�I I n.m�n.AwR�e^.N,n.6¢e. DETAIL 1 SCALE 3" = 1'-0" F-I 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 F Tate Access Floors, Inc. 7510 Montevideo Road Jessup, MD 20794 Tel (410) 799-4200 Fax (410) 7994207 W Z a W m w ~Q V) O> O 0 N m N o ~Q� z 0 1 Za' W c�a O-M p o-Oto Q 1 L, N N U CL Uj � JQv Z 0>- oo W O J Q MOO u) W S W (O > a .AIIIIlO�i._n�0lRlhe ' .�ao�INll�lmulm� V O U LLl a T 0 0 N 0z CO z� V5 :D>� J �QD_ cyM wz8 WW U U �w >>(L _I LL Uo -j O F- U) °° F- U W O of O 0_ 6- a Y m W oZ o s L OZ Z W Q n 0 N O Z © SEPT. '04 ]HESE PING MD THE INFOfdM StWWN HMN M THE PaOPF U W MUM alflEi16t5 NKfY NIDIMM YI OF N MIM%E 0 N W1C 5 DRaMY Pll - Klm wmw MNpEN PW®ON. COMM. NO: 040503VB DATE: 20 SEPT.. 200 BY: TATE CH'KD: PD SHEET NO. AF-1 D OF EIGHT NO y.: NO BALCONY THIS LEVEL LdL )r E I SCALE I/8" = I°-O° 41 Z Z I 1 1 \; 1 1 1 1 Ni 7 ` „��, "A" SERIES SHEETS IND CATE BUILDING SHELL INFORMATION. "SP" SERIES SHEETS INDICATE SPACE PLANNING, INTERIOR W NDOWS, EXTERIOR AND INTERIOR DOORS. "ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK AND FINISHES. I�� 4 O f 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. An IMPORTANT NOTE: REFER TO SPECIFICATION SECTION 10220-2 FOR IRVINE ACCESS FLOORS, INC. SCOPE OF WORK DESCRIPTION An LEGEND \ O LOWER ACCESS FLOOR I/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. (D 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 Z D_ W m W Q f0 V)0)O U o co N M N m N $ zp Z w a o g o-rn a"0m a cn N a=� p � a" Z )-m t;.i J a mm0 p tAwx w W>(L J Q W V) W n-n, !__IL O U W a Z � I— 0 i LL Oz Zco Z D� Q[ In w z W W U Gof u- UO J O � U)N° 1- U w O 0 a W 0 m w of M z 0 o N > I I wi I nil 0 Z m W a _ o z © SEPT '04 THESE PV S MD THE INR MOM SHD HEREIN ME THE PWPFRR' R FDHIIm DIERN8l5 BNIDET ARMKT S PA MD flEPRWDCfgNS. IXSCIlbM6 M ME TfffIEOF NI NMDIE M N P 5 W%Z%.Y PFID- H191ED MRpDf WRtIIEIY PEAA9ANl. COMM. NO: 040503VB DATE: 24 AUG 2004 BY: GVM / EPH CH°KD: PD SHEET NO. AF-2 OF EIGHT FRI 4 /t�l cp------ ------ STAIR 2 m WAWA �I mw� 2 v _.. _ �._ . .. ........... { i _,,,, 13 _....._ ....... 10 S FL a J Q I N� PLAN SCALE: 1/8" = 1`-0" (SECOND I L OOQ) r12 S 0 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: FER TO SPECIFICATION SECTION 220-2 FOR IRVINE ACCESS FLOOR; C. SCOPE OF WORK DESCRIPTION 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 AND FINISHES. LEGEND < OO LOWER ACCESS FLOOR 1/2" FOR 1/2" PLYWOOD UNDERLAYMENT. 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 O THESE AREAS PROVIDE INTERMEDIATE PEDESTAL SUPPORTS AS REQUIRED. Q 0 LOWER ACCESS FLOOR 1/2" FOR CEMENT BOARD UNDERLAYMENT. 1/2" PLYWOOD AND CEMENT BOARD NOTE: SUPPLIED AND INSTALLED BY IRVINE ACCESS FLOORS, INC. L,.I Y a o z w m W a (n O) O (n U N N m N a o S �a� z I Z W o�cn Q °-Ow Q a < �L`^ J N U _ 0_Li z >-m W irpZ J Q ® uo w = Li w > w J Q W N D O U LU Q 0 IL ILL C-4 ®z �� � J ,L� O Q -J O gLL �[m W z8 Lu 0 U ly ui -i > n_ 0 � __jLL 00 U) °o LLJ w a O w 0 m W o✓ o z 0 0 N N W CK Z o 0 _Z © SEPT. '04 THESE Pus mD THE INFORM71ON SHOWN HERON ME THE fl OF EOIAM � BIiOfl NETT M PA AND RU90DUCTM O OR USE THENEOF W WIRE 0 W W 5 DFRE LY PIA - Hun M11110Uf WRRM1N PFAM®ON. COMM. NO: 040503VB DATE: SEPT20, 2004 BY: GVW-M/EPH CH'KD: PD SHEET NO. AF-3 OF EIGHT -t--t A I'LO R I N PLAN CT4QD FLOOQ SCALE: 1/8" = 1'-0" FLOOR AREA — 12,032 S.F. e IMPORTANT NOTE: ONLY APPROVED SEALERS CAN BE APPLIED TO THE CONCRETE SLAB I 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 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 < O LOWER ACCESS FLOOR 1/2" FOR 1/2" PLYWOOD UNDERLAYMENT. i LOWER ACCESS FLOOR 1 1/2", INSTALL zO 1/2" CEMENT BOARD, MUD SET C. TILES TO SLOPE TO DRAIN (IN RESTROOMS). FACTORY APPLIED NIGH PRESSURE O LAMINATE FLOORING ON 1/2" PLYWOOD ON TATE FLOOR PANELS. HIGHT DENSITY ROLLING FILES IN P 40 THESE AREAS PROVIDE INTERMEDIATE PEDESTAL SUPPORTS AS REQUIRED. O LOWER ACCESS FLOOR 1/2" FOR CEMENT BOARD UNDERLAYMENT, 1/2" PLYWOOD AND CEMENT BOARD TEI SUPPLIED AND INSTALLED BY IRVINE ` ACCESS FLOORS, INC. Li m - :- . m Lij .. - C .. • . . . - poll ,alllllllle1,elllllll�e ... .4gl IIp�....,,�11 ' Illll�pn"......np�Illl) �nallllll......11llm.. Illllllll�����llllllll�il 0 U z I— 0 ILL 0 z 7 82 Z �m 0Qi �[m WZc8 W uj U_ Imul � > a �►- U JON cr) O U) F- V W o w 0 a 0 m i w O z 0 w y En W D i _loz © SEPT. '04 THESE PUNS MD THE INF WTION SHOWN HEREIN ME THE PIDPERIT R EIUW OMH945 9MYET WOWECIS PA MO REFRWWWW, OIS.TitSldiFS M ME TIRI®F M ME 0 W P S �T Pm - Kam MRMUf MMiEN PFAM9AON. COMM. NO: 040503VB DATE: 20 SPET. 2004 BY: GVW-M/EPH CH'KD: PD SHEET NO. AF-4 OF EIGHT FRI 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 =FER TO SPECIFICATION SECTION 1220-2 FOR IRVINE ACCESS FLOOR" C. 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 LOWER ACCESS FLOOR 1/2" FOR 1/2" O 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 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 za m W Q NO)0 N N m N N o o ~ Q Q Zp I Z W a o g porn �oU) Q, Q N CV U a- H J Q v Z )- m 0 Li J Q moz 0 Low-r W co > CL I W O U W a i- O LL ILL ®z V� Dim ®QLL �[m W_�cu5 ui uj 0 _>a tIL ULE O J0 U)CO L) w O Of r O w 0 m W o Z 0 V) N to Aid 0 Z ©SEPT '04 THEsEPars MO THE INFORMATION SHOWN HEREIN ME THE � T EXM dEfO1SA5 RIWEY AWV= PA MO RUIRODLUnOK 05CAOSIME9 M WE ilil®F W N1WIF OR W PNR s �y P HMfIFO WIIHOUf WRRIEH POWo90R COMM. NO: !0G30 DATE: 4 AUJrL2]4 BY: PG CH'KD: D SHEET NO. AF_ 5 OF EIGHT FRI E 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 CONCRETE: 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 SHEARWALLS 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 MELTING 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 INDICATE) 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 SUPER PLASTICIZER 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 BN12" 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 B, 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 (9TRH 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 R ES LOW HYDROGEN WELDING A36 STEEL AND E70 S I ELECTRODES FOR ALL WELDING F HIGH STRENGTH STEELS AND FOR FIELD WELDING. WELDS SHOWN ON STRUCTURAL RAWINGS ARE MINIMUM DESIGN REQUIREMENTS. THE FABRICATO 'S SHOP DRAWINGS SHALL REFLECT WELDS IN ACCORDANCE WITH AWS REQUIREMENTS. UNLESS NOTED OTHERWISE ON T E DRAWINGS, GROOVE WELDS SHALL BE FULL PENETRATION. PROVIDE FILLET WELDS AT CONTACT POINTS BETWEEN STEEL MEMBERS SUFFICIENT TO DEVELOD THE ALLOWABLE TENSILE STRENGTH OF THE SMALLER MEMBER AT THE JOINT UNLESS DETAILED OTHERWISE ON THE DRNWINGS 5403 LIGHT GAUGE STEEL FRAMING: LIGHT GAUGE STEEL FRAMING SYSTEM SHALL BE DESIGNED IN NCCORDANCE 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 TH SIGNATURE, DATE, AND EMBOSSED SEAL OF THE ENGINE R. SHOP DRAWINGS SHALL CLEARLY INDICATE CONNECTIONS AND MATERIALS USED. x to CORNER BARS TO FOOTING REINFORI CORNER STRIP FOOTING REINFORCING THRU PADS PLAN AT PAD TYPICAL FOOTING I CAST IN PLACE REINF. CONC. TIE BEAM PLACE MET LATH OR WIRE SCRE OVER CORES NOT TO BE FILLED (SHEET METAL FELT PROHI T D)D 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 .00 TO FILLED CELLS FOUNDATION PERPENDICULAR CTION DETAIL' SET FIRST COURSE IN FULL MORTAR BEDDING CLEAN OUT OPENINGS AT GROUT FILLED CELL LOCATIONS. FOR WALLS OVER 4 FT. HIGH TYPICAL MASONRY WALL CONSTRUCTION N —0,. 41N.) CONTINUOUS OTTOM REINFORCING (MIN.) TYPICAL STEPPED FOOTING DETAIL 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 CONC — 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 DN — 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 TB — TIE BEAM FLR — FLOOR TC — TIE COLUMN FIND — 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 IJ — ISOLATION JOINT W/ — WITH INFO — INFORMATION WD — WOOD INT — INTERIOR WWF — WELDED WIRE FABRIC JT — JOINT KJ — CONSTRUCTION JOINT L — ANGLE LG —LONG FADDITIONAL BARS EQUAL IN AREA TO 1/2 OF LW — LONG WAY INTERRUPTED BARS. MINIMUM 1#5 TOP AND BOTTOM UNLESS NOTED OTHERWISE ON PLANS. 1L3/4" N x — —x—x m E\ METAL KEY JOINT OR FORMED KEY WAY CONSTRUCTION JOINT (K.J.) JOINT FILLER SAW CUT —� X r—X—X - SCUT ALTERNATE CROSS WIRES AT JOINT SAW CUT AS SOON AS POSSIBLE WITHOUT RAVELING CONCRETE. (4 TO 16 HOURS AFTER POUR) CONTROL JOINT (C.J) AREA OF INTERRUPTED REGULAR REINFORCING. HOOK TOP BARS ONLY (ALL FOUR SIDES) 1#5 x 3'-6" AT EACH CORNER AT CL SLAB TYPICAL REINFORCEMENT AT SLAB OPENING IF MASONRY CONTINUES ABOVE EXTEND REINF. TO PROVIDE LAP WITH BAR ABOVE 3" SLEEVE (GROUT FILL) PBB NM OR SLAB VERT. REINF. IN GROUT FILLED CELLS, SEE PLAN FOR SIZE AND LOCATION MASONRY UNITS TO BE PLACED AFTER BEAMS AND SLAB ABOVE REINF'G. SLEEVE AT INFILL MASONRY 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 O.J.) JENKINS & C 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 u • u • • • .nIIIIIIA�■�.nllllllll�. ���niIIIlNlllllllllo l�� �h�■...■nlll�ln■...■nl� Q LIJ to L_1L U U Ey W Z O W U) 2 O 'I 1L O r>CO z �v 0� 0 WJ V O �U_ �[ U] W_ z al U ow �?a J 07 � U 0)p0 Ir— W w O D_ U_ 0 m W O w Z O 0 > W 5 z a W � 4zL o z C SEPT. 04 THESE PuwS ANo THE MIMM AMON SHOWN HEREIN ARE THE PA NID PEPRWIILnKK15, IT s m1■6R�OR USE HOMIs ■Iwu: ae x PWR a Er I�IPx■- m ■nnour xr+Rrex PRase■n. COMM. NO: 040503VB DATE: 20 SEPT 04 BY: DAB CH'KD: JDm SHEET NO. S — OF 14 i Q 0- - a-- 0-- M i bT ih M Do 1 2 3 4 5 6 6.5 7 8 9 13'-6" 13'-6" 1T-8" 24°-0" 13'-8" 14'--2" 9'-6" 12'-0" 6'-0" " 8'-10" 12'-6" 5'-6" '-4" IL 1 /�I O 3 2 MIX0, o a/a-IL rvR 1 P — l I p + - I ( 41 J +s —o" - suMP PIr r I 5 : DETAIL I I I 44 I; rFG I I 4'-8" - II v _P6-4" 49 / �IOf —__ 47 5I I c' I eIl 46 0 �* -COL.I s.w. �- r l fi _rCo TT5' III TI_O— C.JIII� 357 IIII -GRA —_r------� -J o I5-4 -/7 N gFTG_ 13' + NI 1 U53 M ePO /S o O -0 UAr 8' -8" -�_j J L TE-iI L _j/CV- - - 55 T-1 60T�O _j— 16'-0" L 1 56 I m +5-4" i4'KC�L i OJ 5SEE SHEET 5-11 / v L O r --� / ro 0 FOR FOOTING L_ 1 w 11'-4 74-7316- DETAIL l " 'J s COLUMN SYMBOLS U— INDICATES COLUMN BELOW O— INDICATES COLUMN THRU U— INDICATES COLUMN ABOVE 0 63 -0" 26'-0" 7'-0" Ir SEE SHEET S-14 FOR PEDESTRIAN �• 0 o K o R BRIDGE FOUNDATION (1 O 6.I 11 12 FOUNDATION 8c STREET LEVEL PLAN SCALE: )B"=1'-O" 1. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTUAL DRAWINGS BEFORE 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 F00 GS 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 BARRIER ON 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 SHEET 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 S-1. 9. TE-1 INDICATES 8" WIDE x B" 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. n FOOTING SCHEDULE MARK yy xILEx D REINFORCING REMARKS A * 1'-8"x CONT. x ,'-0" 2#5 CONT. BOTT. * DESIGNED FOR 2000 VIBRO REPLACEMENT PSF. NOT ALLOWABLE REQUIRED. BRG. ©* 2'-6"x CONT. x 1'-0" 3#5 CONT. BOTT. * DESIGNED FOR 2000 VIBRO REPLACEMENT PSF. NOT ALLOWABLE REQUIRED. BRG. �* 3'-6"x CONT. x 1'-0" 4#5 CONT. BOTT.;#4®18 TRANS. * DESIGNED FOR 2000 VIBRO REPLACEMENT PSF. NOT ALLOWABLE REQUIRED. BRG. OD 3'-6"x 3'-6" x 1'-O" 4#5 BOTT. E.W OE 4'-6"x 5'-0" x 1'-4" 6#5 BOTT. E.W. OF 5'-O"x 5'-0" x 1''-4" 6#5 BOTT. E.W. © 5'-6"x 5'-6" x 1'-6" 7#5 BOTT. E.W. OH 6'-O"x 6'-0" x 1'-8" 6#6 BOTT. E.W. OJ 6'-6"x 6'-6" x 1'-9" 8#6 BOTT. E.W. OK 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. 0 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. O 11'-0"x 11'-0" x 2'-10" 9#9 BOTT. E.W. O 11'-6"x 11'-6" x 3'-0" 10#9 BOTT. E.W. O 7'-0"x10'-O" x 2'-6" 8#8 L.W.; 11#6 S.W. BOTT. O 7'-0"x11'-0" x 2'-8" 8#9 L.W.; 12#6 S.W. BOTT. O 7'-0"x13'-O" x 2'-2" 8#B L.W.TOP & BOTT.; 10#8 S.W. BOTT, O* 4'-0"x 4'-0" x 1'-0" 4#5 BOTT. E.W. * DESIGNED FOR 2000 VIBRO REPLACEMENT PSF. NOT ALLOWABLE REQUIRED. BRG. O* 4'-6"x 4'-6" x 1'-0" 4#5 BOTT. E.W. * DESIGNED FOR 2000 VIBRO REPLACEMENT PSF. NOT ALLOWABLE REQUIRED. BRG. ODk 5'-0"x 5'-0" x 1'-0" 5#5 BOTT. E.W. * DESIGNED FOR 2000 VIBRO REPLACEMENT PSF. NOT ALLOWABLE REQUIRED. BRG. �* 5'-6"x 5'-6" x 1'-0" 5#5 BOTT. E.W. * DESIGNED FOR 2000 VIBRO REPLACEMENT PSF, NOT ALLOWABLE REQUIRED. BRG. O 7 -6 x 20 -0 x 2 -0 8#8 L.W. BOTT.; 20#6 S.W. BOTT. ®* 3' 0"x CONT. x 1'-0" 3#5 CONT. BOTT. * DESIGNED FOR 2000 VIBRO REPLACEMENT PSF. NOT ALLOWABLE REQUIRED. BRG. JENKINS & CHARLHARLAND INCORPORATED hb.E 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 J d p Z °- w m w < =D Q00 V) u) N m In CO o C) ~Q`t Zo_I Za W " c0 F- Z O En N V n< :,6 pLi_j a.. Z OR ?Q-mw J Q wOZ p inw0 LJ LO > a- C J D O /) U w z O W U) Z ILL O O r>CCO Z°�4 mom WJ 0 � 1L W U W 73ga _j U J oo i- U w w OL O L� 0 m w Of x O rn z Llj 0 Lo W W Of 0: E w o Q N � z a z © SEPT, 04 THESE PUNS AND THE INFORMATION SHOWN HMN ARE THE PNIPERIT OF EDW WO M WKET AROW = PA NN IEPROOUCIMM NSNOSIM OR USE ME®F N IME OR N RW 6 nPIMMY PIIO- Hsnm WR WmN PERM MON COMM. NO: 040503V8 DATE: 20 SEPT 04 BY: DAB CH'KD: JDM SHEET NO. S-2 OF 14 i Ln 0 0 m n; Ch i iq m U) N u) r 0 m 0 En c W 0 a LL a m 0 0 N a v A 0 n I I I I 13'-6" 17'-B" lO 10 O I I 7 O 1B-1 O 18-2 1 - - -------- ------------ I 1FI�CJ ® 4'-7 1/2l� 1II I16 I �� I R5 Co I I 6" CONC. SLAB O a I 16 PCJ 0 4'-7 1 6 .5 7 8 9 I 14'-2" 9._60 12'-0" I I U O I I I I I 111 1B-4 10 1B-5 `OPENOf a V � J /R4 I 11 I 14 2 i I m I ml I '' — _1 I m 6 I N i R9_ I F— r= , 15 - --I-I t R1 I I � - — 16-5 Cr 1 20 I +— 18-30 of I I 17 01 RBI 6 ---- i 7%� OISTS I I I I ` m ` 12 PCJ ® \ OPEN \ '' �J 1 B 49 1 y 21 C o 16 1 B-10 C/C I I C°i 5'-,7 1 /2� 19 I o 1 I 18 I I ` i t to - - - - - - - - S.W.#1 R4R4�I X I ml M I I II m / \ m � m I I I I I I rn 22 I I I I I / j I I 1 / \ I I I Rl 24 �BR112 1 -5" 0 nN 29 0-- Q__ COLUMN SYMBOLS U— INDICATES COLUMN BELOW 0— INDICATES COLUMN THRU 0— INDICATES COLUMN ABOVE 4 CO -- - N i R3 I I 51 i I 52 U mm M m i 53 NOTE L----- ____ 3 i i----- 1 B-23 v' m I 12 PCJ ®� / 12 PCJ ® I I 12 PCJ 0 5'-7 /2" i 1 I 57 -7 1 /2" I i 1 R6 1 1B-20 5'-7 1/2" o m ------ ------ L--- ----- i 1 ml 59 1 1 ___m � 18-31 1B-32 ; i'i R7 1 E - ---- s I m l 2 -- -- - 1B-18--18-19 m 58 1R3 -?13 55 56 1 � 1 4s_�l -1m R3' 12PCJ®5, 1 l STEEL SYMBOLS 4 / 12 T T=TOP BAR SIZE-} B=BOTTOM BAR SPACING C='C' BAR PLACEMENT E='E' _ I 1B�-50` R12 1 62 2sd�q_ I 11 12 1 FIRST FLOOR 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'-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, 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. B. 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 - #4 ®24" C/C TOP X 4'-0" R7 - #4 0 8" C/C TOP X 10'-0" RS - #4 0 12" C/C TOP X 8'-0" R9 - #4 ® 12" C/C BOTT. R10 - #4 ® 12" C/C BOTT. ALTERNATE W SLAB BARS EXTEND 2'-O" BE1ON AREA OF FILE STORAGE R11 - (5)#4 0 9" C/C TOP X 9'-0" R12 - (3)#4 0 12" C/C TOP X 5'-0" R13 - (3)#4 CAD 12" C/C BOTT. ADDED BOTT. BARS JERKINS A CNARLAND INCORPORATED ConeuRing 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 LLI Y z_ w m W o coo a V) (7) N m N o Q o ~Qd Z0 i Z OI"I CL O V) v N a=� WLlj V v Z x >_m D CK Q Ld O Z W = W cO > CL H U Uliz rr Q J Q w 0 I__IL D U LLJ z z O LU Q) O 0 cy CO Z oG% O 0-i Q[ LIJ Q 0 U o� :D ?D_ J N� U U) oIL LLJ a. tL 0 m w Of O tN W � Z o > � w o o w Q [—LLLL< z © SEPT. 04 Mm PuNs Mo TIE INFORAATDN SHMN HEREIN ME TVE PRONRIr V S M MOM WO ACNMM PA AND REPIMIXICDDNR. DGMML E5 OR USE TeeOF M MIRE OR IN pm R WNW PRD- wEn mw MNTON Pmma COMM. N0: 04050SVB DATE: 20 SEPT C4 BY: DAB CH'KD: JDM SHEET NO. S-3 OF 14 2 1 Q__ a -- O I N m COLUMN SYMBOLS 0— INDICATES COLUMN BELOW 0— INDICATES COLUMN THRU — INDICATES COLUMN ABOVE 4�;R`12 i o_ I I I I I m l r01 U I '1 1 ' - �13 I I m 35 i i 1 I I 37 111 1 39 I 1 I I - _ I R12 Ti t I I 40 NOTE 7 1 I j I 11 I_ R13_ m I { 1 I 1 1 N I } I I I I I �00 I II I 43 N 20 PCJ 0 5'-7 1/2" N j �I I I i I III fi - - - 2B-19 O 1 1 1 N 41 I R3 I I N 1 45 I Ei l 12/PCJ® i Im j I R13 11N O EmN 1 I I I I I I I I I I I I S.W.#2 L-- 48 2B-26�49 50 I I m l -- - - - - - - _ t- 47 I R6 I R6IT- 1 I /\ I o m N R3 IN mj I �R12 L--_ c�'iT N I I I - N r--- ---- 2B-26 --- 1 1 ! I I co 12 PCJ 0 5' 7 1/2" 1 1 1 20 PCJ 0 5' 7 .1 m I 12 PCJ 0 1 1 O N 54--28-24 i 5'-7 1/2" 57 I I 78T V,2B-35L — M 59-------- __ _?' 28-22 5g 28-23 m 1 , S-1R6 IS-1 12 PCJ 05 _7 JJJ nit m ! STEEL SYMBOLS 4 / 12 T T=TOP BAR SIZE �� B=BOTTOM BAR SPACING C='C' BAR PLACEMENT E='E' ! ry ! r"'1�13 63 62 21'_0n 10 6•_On 11 Al2 SECOND FLOOR FRAMING PLAN SCALE: X"=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, 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 SECOND FLOOR SLAB EL.+33'-3" 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 0 12" C/C TOP X 1 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 0 12" C/C TOP X 12'-0" RG 1 - #4 0 24" C/C TOP X 4'-O" R7 - #4 0 8" 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 0 12" C/C BOTT. ALTERNATE W SLAB BARS EXTEND 2'-0" BEYON AREA OF FILE STORAGE R11 - (5)#4 0 9" C/C TOP X 9'-0" R12 - (3)#4 0 12" C/C TOP X 5'-0" R13 - (3)#4 0 12" C/C BOTT. ADDED BOTT. BARS JENKINS & CNARLAD INCORPORATED 6m.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 Z_ °" LAj m N ~O F O to Q !n0)O N m O o ~ Q 't N o Z0 Z a g o-rn ED FW- z ° JO Lo a, Q a � LI_ ^ N UD- =I-, 0 H J Qv Z = �m U O w D O 0 a ��Z W to > n_ U W a o U V) V) [ifa Q Z Q Q W N VJ % ry D O U W z 0 W U) 0 I'� 1 LL NCO O �m z Fy 1L I_IL LIJ Q Z U LU 0- Z 0- U�0 U W X O D_ L_ 0 m w Of O LL y W !n o y W W Iz o Q � � o z © SEPT, 04 THESE PLANS AND TIE INFORW MN SHOWN HEREIN ARE THE MWEWY M MIND DNMM BUM NtlieEO19. PA No DEPRUOVOIIDNt DEMMIXES OR USE TIflIMP In WTIOIE OR W AW S DM859.Y FW!- HE M'ATTW WRDIM PONNOW COMM. NO: 040505VB DATE: 20 SEPT 04 BY: DAB CH'KD: JDM SHEET NO. S-4 OF 14 00 COLUMN SYMBOLS 0 — INDICATES COLUMN BELOW 0— INDICATES COLUMN THRU 0— INDICATES COLUMN ABOVE W Z a NNo o o zo o Z o�rn tW_- Z `al o- OJ � 13'-6" 17'-8" 24'-0" 13'-8" 14'-2" 9°-6" 12'-0" 6'-0" Q a cn _ Ljj I_ O O I NOTE 7 O 3B-7 �J Z= r Ld .. �J w O w R12 o J Q w�O _ R13 50Irsl O tnw2 �jIM RillN MI M7 7 O 10 1 W co > a OIOf 38-1 � �j O 36-2 38-3 3B-4 3B-5 --- - Lj� w ---- - ------ I I x tot 16 PCJ 0 5'-7 1/2' I I I mI R5 I I R4 I m PO t I I I I 1/ 20 PCJ 0 5'-7 1/2" 1 S jt m I m l I 20 PCJ @ 5'-7 1/2" I 1 6 B 5 14 I R9 Ti I I -I R1 I 1 1 -1, 1 I I I awl I I 13 `�`� O 20 1 - 3B-33--- L'MD- - I I 17 R8 I `� ----- - a 1 I 36-9 S 16 3B-18 1 11 I CO / 12 P(;J ®5'-7 1 2" I I ---� _ _ _ _18 1 1 I I -- - - r m i I I ill SW#1 I I I ml 1 i I I I I I I I I S.W. I rT m 1 I M F1I I I of I I I d 22 R12 I I I I m i I PCJ 0 5'-7 11/2" EL.+46'-1 I I I R12 - R13 1 I I m I I I NOTE 71 ME nn�l=nnnnnm�nnnn 1 I R12 I I I oT I I I I I I a I m I I I I I I 37 I I 1 1 I I I 42 I I I I I I I I I 1 I I 43 I I 2 PCJ ® 5'-7 1/ 00 i I I I R3 I I00 NO1 m I 8� m m NO I I Cr I I I III I I I I S.W.#2 I , L-- 48 3B-26 49 I 50 I - - - - - - - 47 I�R6 IJEIII I i R6 6 I I NLn ml / R3 N" I N F,T m l 1 1 Im _ I m I --- 12BPC J ® / 12 PCJ ® 5'-7 /2" i i 20 PCJ 0 '-7 1/2" 54 -- 313-24--- I 5'-7 1/2" 57 � 38-35 I I � 36-36 11 -----------35 ----- 1----- ----- - 11 59 LTT77717----- - ----I II ---- M I I - - - - - 3B-22 55 38-23 m 58 v STEEL SYMBOLS 4 / 12 T T=TOP BAR SIZE 6=BOTTOM BAR SPACING C='C' BAR PLACEMENT E='E' � I v I � 1 �I m S-1 II 72 pCJ ®S,w, 10 / 1 1 i 63 12 15 THIRD FLOOR FRAMING PLAN SCALE: y8"=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 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. JINDICATES 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 ® 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 1 - 4 0 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 ® 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" 5137- (3)#4 0 12" C/C BOTT. ADDED BOTT. BARS HARL S CD HARLAND INCORPORATED 6.1L Consulting E"91"""m Iv D O U) U W Z 1L1 0 O o r>� f- Zo ,L 0�_j U Fy IL �[ W Z U Q W Uow �?a j N� U U)oo W D_ O Li m w O Z W 0 N w 0 w N Q � [D a z © SEPT. 04PT. 04 THESE PUNS MO THE INFORMATION SHOWN HER ME THE PA Alit WRWHCNONS, 06C1ORM OR WE REAtnF w WADE OR W P 5 OOT�T PR6 H9 WONOIR WO FtR.®Ia1 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: JOM TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED SHEET NO. STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. cN FILE No. 03FTP041 0- - c; a -- 0-- I 0 _I 0 I I 00 1 2 3 4 5 6 6.5 7 8 9 I I I I I i 13'-6" 17'-8" 24'-0" 13'-B" I 14'-2" 9'-6" 12'-0" 6'-0" 1 Ilk 64 67 I 1 t 3 6g 4 665 NOTE 7 U1 413-7 O U 2 R12 R13 --- �00 ABe N N cV I 1 1 O 1 r7 _ r]I 1^ O O 10 Ia 48-1 0 �1 i� 48-2 48-3 4B-4 4B-5 12 -r-I-------- -------- ;.-, - 1 rp------�--------� r---------- - ---- ------ ------ -------- ----- I I 1 1 O i I II 1 I I I I ml 16 PCJ ® 5'-7 1/ I I I 00 R5 I I I M R4 I m m/ 20 PCJ ® 5'-7 1/2" I m 2 I I m I R9 I I 20 PCJ Ce0 5'-7 1/2" I I t4B-33 I 14 m l I B S ------------ -'� A 15 --- I I R1 I I .1O I I ��1 20 I I 13 I ♦\�\ i6 I -� - I I 17 RS I 48-9 p0 O 4B-18 co 11 I I to 12 PC%J 0 5 -7 1/2 I1 m0 18 n 1III ---�- �- -- 1 vS.W.#1/ 21 l m I I I ml 22 I I I 0I I V1 I I i I R12 I I I I l i 0 PCJ 0 23 1 I i 1 EL. +58'-1 1" 1 I I 68 M R1 I I I 29 1 1 1 ill I _� NOTE R6 I . ITT 25 1 1 28 1I Of 1 ; 1 U i ml l 1 69 U(ir R3 I I d 30 R12 1 I' 31 - - - - I 33 m I fr) la i m1 I I R12 I 70 rql m 1 i G I 1 / /20J @ 5'-7 1/2" `t I I �'s R13 L 34 1 20 PCJ 0 5'-7 1/2" 1 I I I N 1 I I I m 1 R6 �1 � R12 I 1 1 1 N I I I I mll 71 -- O36 I l m I I I 35 i i 37 1 1 I 39 1 r II 72 R12 ° NOTE 40 I I m 1 42 I I I 111 11 co 11 I m l M1 I 43 I 20 :ICJ 0 5'-7 1/ d 1 ----------------------- I"I I 1 73 - - - 4B-19 I j 1 - - - -- -j U R3 I I 41 I I I 1 w I 1 I I 00 04 ? I ! I I_ 45 I w 1 8 PCJ ® l l l m dm I I I 2 74 I �7 a 1 5 -7 1/2 1 1 I { 01 Ej I �l'� 46 I I I 1 I I I 1 �I I I I o I11 LnI I I — - - - - - - - I S.W. 2 I 48 48-26�- OR6 47 I R6 1 I I N m i R3 m N r---- 4B-26 ml 1 / 12 PCJ ® 5'-.7 1/2" n1 1 I 20 PCJ 05' 7 1/2" 54 ------ _ I 12 PCJ ® I I - I In I II MI I I I I 1 52 75 53 R72 I `I 4B-24 I � 48-. I 4B-36 �C L---- I P R3 �P ---- -- Of ----------- ----- \ S------ ! ---------- ---- -- - - - - - - - -1 57 a 58 R12� P 6 46-22 55 48-23 U 1 �_ S-1 1 �2 ®5-7 P R6 ,..: 61 i 1 2" �1 ICJ I�I COLUMN SYMBOLS 0— INDICATES COLUMN BELOW 0— INDICATES COLUMN THRU 0— INDICATES COLUMN ABOVE STEEL SYMBOLS 4 / 1/2 T T=TOP BAR SIZE-� IB=BOTTOM BAR SPACING —I C='C' BAR PLACEMENT E= E cy 1 E63 4g 43 R12•r 62 21'_O" 10 6'-0^ :_ / 12 FOURTH FLOOR FRAMING PLAN SCALE: )C'=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 ® 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: 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 ® 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 0 8" C/C TOP X 10'-0" R8 - #4 0 12" C/C TOP X 8'-0" R9 - #4 ® 12" C/C BOTT. R10 - #4 ® 12" C/C BOTT. ALTERNATE W SLAB BARS EXTEND 2'-0" BEYON 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 ® 12" C/C BOTT. ADDED BOTT. BARS W Y a Z w m W Q f0 to 01 0 N ® N N o o F- Q Zp I Z a 0 EE 0, I— Z 4 O In J L` N N =� U O_LAj Ld Z U >_ DO LAJ xoz J a 0 � w 2 LIJ co > n. Q W In VnJ' 1__IL O 0 LU 1 LL 0 r > O Z�� W J J O �w W U ow � za U C4LL w ly O- O L� 0 m Lil 0_ O w Z 0 N >� W W � 0 w o a o a o Z JENKINS & CHARLAND INCORPORATED 6'.6z Consulting Engineers 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 STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. FILE No. 03F7PO41 © SEPT. 04 7F¢5E PLANS AND THE NFDRIM'i10N SHIM HEPflN AIM THE rn�rArr a Fmun aasna�s axar_r ANDNFCI; PA AND eEi%NK'110t6, 05rtp4N6 DR Dg i1F1®F N NNDIE OR N PNff R E+PIk44Y IAD- xNim wnlnm emncx P�ml®ox. 0 I zo 0 N 0 I Q__ uf S__ COLUMN SYMBOLS 0— INDICATES COLUMN BELOW 0— INDICATES COLUMN THRU 0— INDICATES COLUMN ABOVE I I 17'-8" 24'-D" I I 64 65 I 66 67 - - W80 5 805 W8x15 �I �HDG' T HDG ' 1 DG—Q II "o°'ll x-------- — 3 RB-1 RB-2 RB-3 FR5 -------- ----- ----- ----- - I 1 16 PCJ 0 4'-7" I/ 16 PCJ 9 m I 50 PSF I I 0 I I I LIVE LOAD I I I I Im 6 I R1 I I� I i t --- DBL. JOIST I I RB-30 16 I OR I I 17 �0 WALL R8 I r= +---4-1------ - - - - - - - - a RB-10 051 _ _ 8x12 CURB _ _ r I 6 AT DOOR F - M I III ( S.W.#1 I * I I I 22 I I I I 1 -1E I I N a R13 *1, I \ III I I� t-I-� I� pa 1 I R1 I I I I 16 PCJ 0 6'-7" I I 307 121 I I 13 I I (ml I ft3 31 i - �I r- "�I I I I I 16 III OfI III II III 35 I III R6 I I I I� I — 42 III I - - RB-15 I I 43 — — — — — — — ---- R3 I AT DOOR 41 �� I N 8"x12" CONC. CURB I I PCJ 0 I m W/2# 4 CONT. &# m 1* * 6'-7" I I m DOWELS AT 12" C/C — I II�I � S.W. 2 Ifl 48 _ RB-22� 1�— R6 47 I R6 IN N DECK II I mto m ` I ----- RB-22 I 12 PCJ 0 --- I 6'-7" I RB-20 - I 54 I I - - — - - - - R8-18 - 55 56 1 S-1 STEEL SYMBOLS 4 / 12 T T=TOP BAR SIZE B=BOTTOM BAR SPACING C='C' BAR PLACEMENT E='E' 6.5 7 8 9 I 12'-0" 6,-D" UED BEAMO 10 RB-4 RB-5 OPEN a;,. ---I I cO v to fr R4 L 12 PCJ ® m /\ -- IM 6'-7" IIIm 14 _ 12 PCJ �— — 12 P i— RB-8 III 20 I 21 _ 12 PCJ I I I dE III I I� o i R6 I I ELF +7Z'_g" — III 6 PCJ ®6'-7" I �+ T.O. —SLAB I I I R1 I I 8x15 68 III L HOG I I I ' Z8 I 25 I I F� I 00 I I I I II m —Itj— — — — LO cD I I 33 I mllo I I I 3 70 PCJ 0 6'-7" —1 i i " I I l l m I `o + R3 i 31 0 III I I it I ~O I I I 8x12 CUB LO ca 71 37 I I AT DOOR 39 I �I o I I I III I I_n I� II I I Do = I 16 PCJ 0 6'-7'. 73 I I I M o 4 I I ao 45 I Do _ DBL. JOIST I I I W8x15 vi 8® WALL I I HOG I — — I I 49 12 PCJ 50 I I * d I 1 I 8x12 CURB R6 AT DOOR I 52 III o 5 12 PCJ 06'-7" I I M W8k15 7 NOG�r II I ! ki # I I cD 59 / ! ------ ---- ----FIB----- ---- 12 CJ —7 �— _ — RB-31 — — RB-32 I! 12 PCJ ! 58 0 —1 12 PCJ 1 / / 0 6_71 !! 77 U I In RB_3g ' `'� w8x15 I U I HpC-� 78 62 /� 2,'_0" I O I° _-0" ROOF FRAMING PLAN SCALE: X"=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 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: 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 B" 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 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 0 12" C/C TOP X 12'-0- IRS 1 - 4 24" /C TOP X 4' _0" R7 - #4 0 8 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 0 12" C/C BOTT. ALTERNATE W SLAB BARS EXTEND 2'-0" BEYON AREA OF FILE STORAGE R11 - (5)#4 0 9" C/C TOP X 9'-0" R12 - (3)#4 0 12" C/C TOP X 5'-0" R13 - (3)#4 0 12" C/C BOTT. ADDED BOTT. BARS w � Y a o - " Z a w m V '= o M c0 Q N N Q Q a m oU tw-Md� Z L11 o a g201 CL � � QL100 J cn v N a. v F— J Q La Z = U �- Vj J a moO In Li a: LIJ to > a - J Q w In O U W Z O_ W Z � 2 O2 LL W >Fy � O~ 0� v � LU Q C[ �e Ill Q U LU U o IZ DZd U boo W w O D_ L� Cn m w O rn z LIJ � o_ (n > LJ > 0 w 0 0 a z z S A CHARL CHARLAND OF INCORPORATED Consulting Engineers COMM. NO: 040503VB 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. 03FTP041 © SEPT. 04 TNESE PUNS AND THE INNRMATION 9NOWN IffNmN ME TfE PArFfl1Y a mum OMFtflN; man NICNllmS, PA Nis NEM♦ppUCNa6. D6fA6gIRER pt Uff Rl7Ea IN N51IXE OR N PNff B T PIIO- NeRm N11NdR RNfle! FFJ8�7N. 9 Q__ 3-- 0-- 0 I a to a) I 00 4 I I i 1T-8" 24'-0" 13'-8" 4'-2" 9'-6" 12'-0" 6'-0" — — — — — �211 / RB-46 \ RTB 1 /I \ / Rto TB-1 D�� m ` i GI DER_— I \ - - - RTB-1 ' I \ / I -- - - 3 - - - - - - 20 �— 21 J I RTB-1 W8x15 — 68 GIRDER ` A15�13 I 69 I Lo - - - - - - - - - - - - - - -t -- -----rtl- 3jll= G t I 7D I OD1 �1z ki �I 71 i DO II 00 'I oi — - - - I x; 11= I J'l 1 - - - -fE/ xl I ------------ W8x15�I. RTB-1 RTB- 1 HDG 74 GIRDER - - -- \ / Rr GIRDER .......... _... _... W .. ._ ._/. ......... -- - - - - - I/ RTB-1 21,`0" _ _l S 10 1 2 3 I 164 65 1 66 67 166 67 I — — — — — — — — — — — - ----_V3od ----- 8x15------WBx15-- xiI� rol I Ix 31 t ITs _ _.� a t I m \ RTB-1 / I \ / m ml- HIGH ROOF FRAMING PLANS SCALE: Y8"=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. AAINDICATES 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 & CHARLAND INCORPORATED L.WE Consultina EmInesm Uj LLJ •- Co cc LLI • ' • • • � LJ •• • • LAJ • • ,n111110uN_.n111111111N 11I�f�1�•..N•,11' ��aalllllllllllllllll��� . � ''lllll'Ilfl'III�I�I��III� VJ ry D O W Z O W U) {— O O W oofU_ N W QU W U �?a J U w 0 fe 0 C SEPT. 04 THm PUNS AND THE INFORISRION SHI NN HEREIN ME THE PNRTTIY of WMD oRIEIet4 WKV At WUN PA AND REPMIXOM OIBGOSLgF.S OR USE THOM IN ME M IN PARt 5 eDR MY PW HMO wmw RmTtN PEINGRM. FLORIDA ENGINEERING BUSINESS 650 COMM. NO: 040503VEI 2011 S. 25TH Street, Suite 211 DATE: 20 SEPT 04 Fort Pierce, FL 34947 BY: DAB (772)466-3773 (772)46B-3700 FAX CH'KD: JDM TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE SHEET NO. PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. S-8 FILE No. 03FTP041 :2 _a Y BEAM SCHEDULE BEAM TOP OF BEAM SIZE W x H (INCH) REINFORCING Vu (kips) OR CLOSED HOOP SIZE AND SPACING EA. END Tu (K-FT) EA. END REMARKS gOTT. OR Mu (FT-K) TOP C E SHEAR FRICTION A B 18-1 +20'-5" 16x26 3#8 2#7 1#7 #3@11 1B-2 +20'-5" 16x26 3#6 2#6 #3@11 1B-3 +20'-5" 16x26 3#6 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 #3@11 18-7 +20'-5" 16x26 3#6 2#5 1#5 #3@11 113-8 +20'-5" 12x26 1 B-BA +20'-5" 16x26 1B-9 +20'-5" 16x26 3#5 2#5 1#5 #3@11 113-10 +20'-5" 16x26 3#5 3#5 #3@11 18-11 +20'-5" 16x26 3#6 2#7 1#7 1#7 #3011 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 18-14 +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 #3011 1B-18 +20'-5" 12x26 2#5 2#5 #3011 113-19 +20'-5" 12x26 2#5 2#5 1 #3@11 1B-20 +20'-5" 12x26 2#6 2#5 #3011 1B-21 +20'-5" 12x26 3#8 2#6 #3011 18-22 +20'-5" 8x26 2#5 2#5 #3011 1B-23 +20'-5" 8x26 2#6 2#5 #3011 16-24 +20'-5" 8x26 2#6 2#6 #3011 EXTEND TOP BARS 5'-0" INTO S.W, # 18-25 +20'-5" 2426 85 2#7 2#7 2#6 3#6 4#7 30 90 1B-26 +20'-5" 2426 360 2#8 2#9 4#7 120 140 1B-27 +20'-5" 24x26 310 2#8 3#8 4#7 125 115 1B-28 +20'-5" 2426 410 2#8 2#7 4#7 140 105 113-29 +20'-5" 8x26 2#5 2#5 #3@11 1B-30 +20'-5" 8x26 2#7 2#5 #3@11 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 2#5 1#8 3#6 3#7 36 74 18-34 +20'-5" 2426 320 2#8 2#8 4#7 93 116 1B-35 +20°-5" 2426 285 2#8 2#5 3#7 105 91 1B-36 +20'-5" 12x26 2#6 2#6 #3011 TOP BARS CONT. LAP 8WITH 1B-37 +20'-5" 12x26 2#6 2#6 #3011 ADJACENT P BAR CO-T. LAP 8WITH BM, 18-38 +20'-5" 12x26 2#6 2#6 #3011 TOP BARS CONT. LAP 48 WITH 1B-39 +20'-5" 12x26 2#6 2#6 #3@11 TOIJ BARS CONT. LAP 48"WITH 113-40 +20'-5" 12x26 2#6 2#6 #3011 16JABCAff ADJACENT CATT. LAP 8WITH BM. 18-41 +20'-5" 12x26 2#6 2#6 #3011 18-42 +20'-5" 16x26 3#5 2#6 1#6 #3011 1B-43 +20'-5" 16x26 3#6 2#6 1#6 #3011 113-44 +20'-5" 12x26 2#6 2#5 #3011 1B-45 +20'-5" 12x26 2#7 2#5 #3011 1131-46 +20'-5" 12x26 2#6 2#5 #3@11 1B-47 +20'-5" 12x26 2#6 2#5 1 #3011 113-48 +20'-5" 12x26 2#6 2#5 #3011 1B-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 #3@11 1B-52 +20'-5" 16x26 3#5 2#5 1#5 #3011 1B-53 +20'-5" 16x26 3#5 2#5 #3011 1B-54 +20'-5" 16x26 3#5 2#5 1 #3@11 1B-55 +20'-5" 16x26 3#5 2#5 #3011 1B-56 +20'-5" 16x26 3#5 2#5 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. a 2. SEE TYPICAL BEAM BENDING DIAGRAMS FOR REINFORCEMENT RQMTS. N 'Z' OR 'Y'/4 'L1'/4 OR 'L2'/4 X''4 OR 'Y'/4 (USE LARGER) 'C' BAR L1' 4 USE LARGER Y 2" CLR. (USE LARGER) U.N.O. IN BEAM 2" CLR. Y / g = 4 SCHEDULE o 2" CLR. E'BAR m TOP BAR 0"(TYPICAL)C BAR 1 1�2" CLR. FOR BEAMS C' BARUNLESS NOTE0tX TOP BAR 0" 3/4' CLR. FOR SLABS I 0"( of rn OTHERWISE 0" 1 1 1 1 1 1 1 1 1 1 11 1 STD. L-BOTTOM BAR CLASS 'A' LAP r3" CLR. FOR GRADE BEAMS STIRRUPS —SEE 2 BARS (MIN 1 1/2" CLR. FOR OTHER BEAMS SCHEDULE FOR •A• SPACING, USE 90' END HOOKS. SPAN 'X' SPAN 'Y' SPAN `Z' 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. 'B' BAR D Y BAR F- 1 1 /2" CLR. PRECAST p 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 ELEV. F SIZE W x H (INCH) REINFORCING Vu (kips) OR CLOSED HOOP SIZE ANEA. ENDING Tu (K-FT) EA, END REMARKS BOTT. OR Mu (FT-K) TOP C E SHEAR FRICTION A B 28-1 +33'-3" 16x26 4#7 2#8 2#6 15#3@6; REM@11 ADD 2 ROWS #5 EA. FACE CONT. 2B-2 +33'-3" 16x26 3#5 2#6 #3011 2B-3 +33'-3" 16x26 3#6 2#6 #3@11 213-4 +33'-3" 16x26 3#5 2#6 #3011 2B-5 +33'-3" 12x26 3#5 2#6 1#5 #3011 28-6 +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'- " 12x26 2#5 2#6 #3011 28-11 +33'- " 12x26 2#7 2#6 #3011 213-12 +33'- " 12x26 2#5 2#5 #3011 28-13 +33'- " 16x26 3#5 2#5 1#6 #3011 28-14 +33'- " 16x26 3#7 2#7 1#6 2#7 #3011 2B-15 +33'- " 16x26 4#8 2#8 1#8 9#408; REM#3@11 2B-16 +33'- " 16x26 3#7 2#8 2#7 5#4@8; REM#3011 28-17 +33'- " 16x26 345 2#8 2#6 3#6 4#7 125 60 213-18 +33'- " 16x26 3#5 3#5 #3011 2B-19 +33'- " 16x26 3#6 3#6 #3011 213-20 +33'- " 12x26 3#5 1 2#5 1#5 #3@11 2B-21 +33'- " 12x26 3#5 2#5 1#5 #3011 2B-22 +33'- " 12x26 2#5 2#5 #3@11 213-23 +33'- " 12x26 2#5 2#5 #3@11 2B-24 +33'- " 12x26 2#6 2#5 #3@11 28-25 +33'- " 12x26 3#8 2#6 1#6 #3011 28-26 +33'- " 8x26 2#7 2#5 #3@11 28-27 +33'- ' 8x26 2#5 2#5 #3@11 28-28 +33'- " 2426 95 2#8 2#6 2#8 3#6 5#7 25 72 28-29 +33'- " 24x26 445 2#8 1 3#9 5#8 142 172 213-30 +33'- " 2426 395 2#9 3#9 5#8 145 150 28-31 +33'- " 24x26 465 2#8 2#7 4#7 162 105 2B-32 +33'- " 8x26 2#5 2#5 #3@11 2B-33 +33'- " 8x26 2#8 2#5 #3@11 2B-34 +33'- " 8x26 2#5 2#5 #3@11 28-35 +33'- 16x26 3#6 2#6 1#6 11 28-36 +33°- °' 16x26 3#6 2#6 1#6 #3@11 2B-37 +33'- " 24x26 145 2#8 2#7 2#8 3#6 4#7 42 90 213-38 +33'- " 24x26 20 2#8 2#9 5#7 125 132 28-39 +33'- " 24x26 390 2#8 3#9 4#7 130 2B-40 +33'- " 2426 400 2#8 2#8 1#7 4#7 120 120 HOO K ONE Top BAR AT COL 13 CONT. BARS AND RFMAINING TOP BAR INTO - 28-41 +33'- " 16x26 3#7 2#8 1#7 #3@11 28-42 +33'-"16x26 3#5 3#5 #3@11 28-43 +33'- 16x26 3#5 3#5 #3011 2B-44 +33'- " 16x26 3#8 2#8 2#7 8#307; REM@11 28-45 +33'- " 16x26 3#7 2#6 1#6 #3@11 28-46 +33'- " 16x26 3#6 2#6 #3011 28-47 +33'-' 16x26 3#6 2#6 #3@11 28-48 +33'- 16x26 3#6 2#6 #3@11 28-49 +33'- 16x26 3#6 2#6 2#6 #3@11 3B-1 +46'-1" 16x26 3#7 2#7 1#7 15#306; REM@11 ADD 2 ROWS #5 CONT. EA. FACE 38-2 +46'-1" 16x26 3#6 2#6 #3@11 38-3 +46'-1'° 16x26 3#6 2#6 #3011 3B-4 +46'-1" 16x26 3#6 2#6 1#6 #3011 HOOK ONE TOP BAR AT COL. 10 EXTEND REMAINDER 313-5 +46'-1" 12x26 2#6 2#6 #3@11 3B-6 +46'-1" 12x26 2#5 2#6 #3011 38-7 +46'-1" 12x26 2#5 2#5 #3011 3B-8 +46'-1" 12x26 2#6 1 2#6 #3@11 36-9 +46'-1" 12x26 2#5 2#5 #3011 38-10 +46'-1" 12x26 2#5 2#6 #3011 36-11 +46'-1" 12x26 2#7 2#6 #3@11 38-12 +46'-1" 12x26 2#5 2#5 #3011 3B-13 +46'-1" 16x26 3#5 2#5 1#6 #3@11 38-14 +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#3@6; REM011 38-16 +46'-1" 16x26 3#6 2#7 1#7 #3011 38-17 +46'-1" 16x26 195 2#7 1#6 3#6 3#7 78 36 BA SIZE X, Y LENGTH #6 2'-0" #7 2'-8" #8 3'-6" #9 4'-5" HEAD FRICTION BAR LENGTH 'C' OR 'E' BARS kCoTuff:710 PRECAST SOFFIT SECTION A -A ' w gw �a 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 _j Y a w _Z m W Q :) CD 0 01 0 Q O m N LrJ M M N OW O F— Z Q I Z Ld Q U O�rn < Ln Q. Q L_^ N CL Lai JQv Z = U �m Li WOZ J a x 0 0 W cfl > o- J Q w t/1 1__IL O a U W Z O W (1) O U a O Z0.1 W V O �� Ev W Q U W 0 Dza _j u� U 0 ONO U LLI O m 0 a U_ C SEPT. 04 THESE PUNS mo THE INMWAIIDN SHDWN HEREN ARE THE PAOPDRT OF MUIND OMDNNi eN M ARC WRn PA AND REMNWQININS, DOM MiES OR USE TMMN IN MINE OR N PARE S DDIiESSLT PRO - Ham MRAWT MmiETA PSi16gp1. COMM. NO: 040503VB DATE: 20 SEPT 04 BY: DAB CH'KD: JDM SHEET NO. S-9 OF 14 BEAM SCHEDULE (CON'T.) BEAM TOP OF BEAM El SIZE W x H (INCH) REINFORCING Vu (kips) OR CLOSED HOOP SIZE ANDSPACING END Tu (K—FT) EA. END REMARKS M �Tf(FrOK) TOP C E SHEAR FRICTION A B 38-18 +46'-1" 16x26 3#5 3#5 #3@11 3B-19 +46'-1" 16x26 3#6 3#6 #3@11 36-20 +46'-1" 12x26 3#5 2#5 1#5 #3@11 38-21 +46'-1" 12x26 3#5 2#5 1#5 #3@11 3B-22 +46'-1" 12x26 2#5 2#5 #3@11 313-23 +46'-1" 12x26 2#5 2#5 #3011 3B-24 +46'-1" 12x26 2#6 2#5 #3@11 38-25 +46'-1" 12x26 3#8 2#6 1#6 #3@11 313-26 +46'-1" 8x26 2#7 2#5 #3011 313-27 +46'-1" 8x26 2#5 2#5 A #3@11 3B-28 +46'-1" 24x26 80 2#8 2 7 1.1 1 7 3 6 1 4 7 22 A 67 3B-29 +46'-1" 24x26 1 355 2#8 3 9 5 7 11 42 38-30 +46'-1" 24x26 395 2#8 3#9 5 7 160 132 3B-31 +46'-1" 24x26 380 2#8 2#6 3#7 128 84 38-32 +46'-1" 8x26 2#5 2#5 #3011 3B-33 +46'-1" 8x26 2#8 2#5 #3@11 ADD 2#5 HOOKED DOWELS AT 3B-31 SOFFIT 38-34 +46'-1" 8x26 2#5 2#5 #3011 3B-35 +46'-1" 16x26 3#6 2#6 1#6 A #3011 38-36 +46'-1" 11 3#6 2#6 1 6 # 11 38-37 +46'-1" 24x26 1 140 2#7 2#6 2#7 3#6 4#7 4 0 38-38 +46'-1" 2426 350 2#8 1#8 4#7 106 121 3B-39 +46'-1" 24x26 265 2#8 2#9 4#7 105 120 38-40 +46'-1" 24x26 390 2#8 2#7 3#7 118 90 3B-41 +46'-1" 16x26 3#7 2#8 2#6 #3@11 38-42 +46'-1" 16x26 3#5 3#5 #3011 38-43 +46'-1" 16x26 3#5 3#5 #3@11 38-44 +46'-1" 16x26 3#8 2#8 2#7 8#307; REM@11 38-45 +46'-1" 16x26 3#7 2#6 1#6 #3@11 38-46 +46'-1" 16x26 3#6 2#6 #3011 38-47 +46'-1" 16x26 3#6 2#6 #3@11 38-48 +46'-1" 16x26 3#6 2#6 #3@11 3B-49 +46'-1" 16x26 3#6 2#6 2#6 #3011 48-1 +58'-11" 16x26 3#7 2#7 1#7 15#3@6; REM@11 ADD 2 ROWS #5 CONT. EA. FACE 48-2 +58'-11" 11 3#6 2#6 #3011 413-3 +58'-11" 16x26 3#6 2#6 #3@11 413-4 +58'-11" 16x26 3#6 2#6 1#6 #3@11 HOOK ONE TOP BAR AT COL. 10 EXTEND REMAINDER 48-5 +58'-11" 12x26 2#6 2#6 #3011 413-6 +58'-11" 12x26 2#5 2#6 #3@11 4B-7 +58'-11" 12x26 2#5 2#5 #3@11 4B-8 +58'-11" 12x26 2#6 2#6 #3011 4B-9 +58'-11" 12x26 2#5 2#5 #3@11 48-10 +58'-11" 12x26 2#5 2#6 #3011 48-11 +58'-11" 12x26 2#7 2#6 #3@11 4B-12 +58'-11" 12x26 2#5 2#5 #3@11 4B-13 +58'-11" 16x26 3#5 2#5 1#6 #3011 4B-14 +58'-11" 16x26 3#6 2#6 1#6 1#9 #3011 4B-15 +58'-11" 16x26 4#8 2#7 1#8 9#3@6; REM@11 48-16 +58'-11" 11 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 +58'-11" 11 3#5 3#5 #3011 413-19 +58'-11" 16x26 3#6 3#6 #3@11 48-20 +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 48-23 +58'-11" 12x26 2#5 2#5 #3011 4B-24 +58'-11" 12x26 2#6 2#5 #3@11 4B-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 4B-28 +58'-11" 24x26 A 80 2#8 2 7 1 7 3 6 4 7 x 22 67 4B-29 +58'-11" 24x26 355 2#8 3 9 5 7 1 11 142 48-30 +58'-11" 24x26 395 2#8 3#9 5#7 160 132 4B-31 +58'-11" 24x26 380 2#8 2#6 3#7 128 84 4B-32 +511" 8x26 2#5 2#5 #3@11 48-33 +58'-11" 8x26 2#8 2#5 #3011 ADD 2#5 HOOKED DOWELS AT 48-31 SOFFIT 4B-34 +58'-11" 8x26 2#5 2#5 #3011 48-35 +58'-11" 16x26 3#6 2#6 1#6 A #3011 46-36 +58'-11" 16x26 3#6 2#6 1 6 # @11 4B-37 +58'-11" 24x26 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 48-39 +58'-11" 2426 265 2#8 2#9 4#7 105 120 48-40 +58'-11" 2426 390 2#8 2#7 3#7 118 90 48-41 +58'-11" 16x26 3#7 2#8 2LL #6 #3@11 4B-42 +58'-11" 16x26 3#5 3#5 #3011 48-43 +58'-11" 16x26 3#5 3#5 #3011 46-44 +58'-11" 16x26 3#8 2#8 2#7 8#307; REM011 4B-45 +58'-11" 16x26 3#7 2#6 1#6 #3011 48-46 +511 11" 16x26 3#6 2#6 #3011 48-47 +5B'-11" 16x26 3#6 2#6 #3@11 BEAM SCHEDULE (CONT) BEAM TOP OF BEAM ELEV. SIZE x H IN REINFORCING Vu (kips) OR CLOSED HOOP SIZE ANDS SEND NG Tu (K-FT) EA. END REMARKS M ��oK) TOP C E SHEAR FRICTION A B 48-48 +58'-11" 6x26 3#6 2#6 #3011 4B-49 +58'-11" 6x26 3#5 2#6 1 2#6 1 1 #3@11 RB-1 +72'-9" 6x26 3#7 2#6 1#6 #3011 1 +72'-9" 1 2#6 2#6 #3011 1 +72'-9" 6x26 2#6 2#6 #3011 1 +72'-9" 6x26 2#6 2#5 #3011 RB-5 +72'-9" 1 2#6 2#6 #3011 1 +72'-9" 2x26 2#6 2#6 #3011 1 +72'-9" 2x26 2#6 2#6 #3011 RB-8 +72'-9" 2x26 2#6 2#6 #3011 1 +72'-9" 6x26 3#6 2#6 #3011 RB-10 +72'-9" 16x26 3#5 2#6 #3011 RB-11 +72'-9" 16x26 3#5 2#6 1#6 1 #3011 RB-12 +72'-9" 1 1 3#6 2#6 #3011 RB-13 +72'-9" 11 3#5 2#6 1#6 #3011 RB-14 +72'-9" 16x26 172 2#6 1#6 2#6 3 6 65 30 RB-15 +72'-9" 1 1 3#6 2#6 1#6 #3011 RB-16 +72'-9" 12x26 2#5 2#5 #3011 RB-17 +72'-9" 12x26 2#5 2#5 #3011 RB-18 +72'-9" 12x26 2#5 2#5 #3011 RB-19 +72'-9" 12x26 2#5 2#5 #3011 RB-20 +72'-9" 8x26 2#6 2#5 #3011 RB-21 +72'-9" 12x26 2#7 2#5 #3011 RB-22 +72'-9" 8x26 2#6 2#5 #3011 RB-23 +72'-9" 8x26 2#5 2#5 #3011 RB-24 +72'-9" 8x26 2#5 2#5 #3011 RB-25 +72'-9" 16x26 45 2#7 1#6 3#6 3#7 15 40 RB-26 +72'-9" 16x26 200 2#7 1#6 3#7 65 80 RB-27 +72'-9" 11 165 2#7 1#9 3#7 70 65 RB-28 +72'-9" 16x26 265 2#7 3#6 90 55 RB-29 +72'-9" 8x26 2#5 2#5 #3011 RB-30 +72'-9" 8x26 2#7 2#5 #3011 RB-31 +72'-9" 16x26 3#5 2#6 #3011 RB-32 +72'-9" 16x26 3#5 2#6 #3011 RB-33 +72'-9" 16x26 100 2#7 1#6 3#6 3#6 25 56 RB-34 +72'-9" 16x26 190 2#7 1#6 3#7 57 68 RB-35 +72'-9" 11 155 2#7 1 8 3#7 60 70 RB-36 +72'-9" 16x26 220 2#7 3#7 68 50 RB-37 +72'-9" 16x26 50 2#7 1#6 3#6 50 10 RB-38 +72'-9" 16x26 3#5 2#5 1#5 #3011 RB-39 +72'-9" 16x26 3#5 2#5 1#5 #3011 RB-40 +72'-9" 16x26 3#7 2#7 1#7 #3011 RB-41 +72'-9" 16x26 3#5 2#6 1#6 1#5 #3011 RB-42 +72'-9" 16x26 3#5 2#6 1 1#5 1 #3011 RB-43 +72'-9" 16x26 3#5 2#6 1#5 #3011 RB-44 +72'-9" 16x26 3#5 2#6 1#5 #3@11 RB-45 +72'-9" 16x26 3#5 2#6 1#6 #3011 RB-46 +80'-9" 1206 2#6 2#6 #3@8 TOP & BOTT. BARS CONT. 11 +80'-9" 8x12 2#5 2#5 #3032 CHARLJENKINS D CHARLAND INCORPORATED Consulting Engln"m 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 ie W J Q Q Z a w m w Z) to a (ACT N m N o ~ Q a Zo I Z v O�� W o aaOce N LL J N UO..=I� 0 J Qv Z �m w ofOZ J Q to W 2 W w>n 1n U En W G N = U u' Q 0 J Q w N V / n� 1IL D O I U z O W U7 0W >� O ��� J �L U FY I Q[ W_ Q U �?a J J NF U o� U w O O EL I�.. 0 m w o' O w ti Z w LA 0 a � s o 41 Q z © SEPT. 04 THESE PIANS AND THE INETIDMTDN SHVNN He Me THE PIBNM'I DE MAD OTININS NNIM AetlV= PA Ne RFPft001xRIDN4 ON.WSUNES fMt Ilg TssEDr IN MINE OR N FNB B pF1lRS'QT PSO- NBIEO IdIIlOUf manvl PDD®BN. COMM. N0: 040503VB DATE: 20 SEPT 04 BY: DAB CH'KD: JDM SHEET N0. s-�o OF 14 3'-3" DEEP 0 18 0 10410' I L—___ 6'-0" 7'-0" 2'-0" DEEP 18'-3)g 12#6 BOTT. 29'-6" STEP BOTT. PIT WALL i� C i N WALL 49 gFTG. SHEARWALL ##1 FTG. DETAIL SHEARWALL #3 FTG. DETAIL SIZE IXXX SEE DTL. 3 VERT. 6#8 nl TIES xxxxxxxxxxxx #3®11" x ROOF TYPE 'D' `4 EL.+72'-9" SIZE 1606x 16x16 12x12 16x16 16x16 t4#8 14#8 14#8 14#7 16#8 16#8 `X m VERT. 4#86#8 4#6 4#8 6#8 4#8 4#8 4#8 4#7 4 8 6 8 a TIES #3015"#3®15" #3®6" #3®15" 3®6" #,C #3®15" #3®6" #3®15" #3®11" #3®12" #3®12" FOURTH LEVEL TYPE A'C' A' 'A' = m EL.+58'-11" o o SIZE 1606 16x16 16x16 1606 16x16 16x16 0 VERT. 4#8 4#8 4#8 4#8 4#8 I x 4#8 4#9 11 TIES #3015" #3015" #3015" #r6" #3015" #3015" #30 2" THIRD LEVEL TYPE A q' q' A' 'A' A' 'A' EL.+46'-1" SIZE 16x16 16x16 16x16 16x16 16x16 16x16 VERT. 8#9 4#8 4#8 4#8 4#9 8#1 TIES #3015" #3®15" #3®15" #3®6" #3®15" #3�12" SECOND LEVEL TYPE B' A' A' A' A' 'B' EL.+33'-3" o 0o SIZE 16x16 16x20 16x16 16x16 16x20 16x20 VERT. 4#8 8#8 4#8 4#8 4#9 8#8 TIES #3015" #3015" #3�6" #3015" #3015" #3012" FIRST LEVEL TYPE A B' A' 16x16 4#8 #3015" A 16x16 8#8 #3015" A A' 'A' 'B' EL.+20'-5" o 0o SIZE 16x16 16x16 16x16 12x12 16x20 16x16 16x16 SEE DTL. 16x20 12x16 16x20 12x12 16x26 SEE DTL. VERT. 4#8 4#8 4#9 4#6 8#10 4#8 4#8 6#8 6#9 4#7 8#8 4#6 6#8 6#8 `11 TIES #3®15" #3015" #3015" #306" #3015" #3015" #3015" #3011" #3015" #3011 #3012" pm" #3@12" #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 -/ DIPPED GALV. 9.13. 29 7,43.50 54,5 ,56 31 8 3,4,5 22.30.35 6,16 19.(!4j 37 10 25 26, 7,32 52 1,2,11.12 17,23 34,40,46 COLUMN MARK O —i 28.33 53,60,63 38,44,51 14,15,20 21 36,39 41,42.45 58,59.61 62, NOTE: FOR COLUMNS 18, 47, 48, 49 AND 57 SEE SHEARWALL DETAILS. • • • s TYPE 'A' TYPE 'B' TYPE 'C' TYPE 4 BARS 8 BARS 6 BARS 6 BARS 1 TIE 3 TIES 2 TIES 2 TIES COLUMN TIE ARRANGEMENTS TYPE 4TH TO ROOF 3RD TO 4TH 2ND TO 3RD 1ST TO 2ND FND TO 1ST #4 HOC BARS #4 TIES 10" C/C 4#7 D TIES C/C -0„ LAP MIN. 4 TIES 0" C/C o�I 4#7 VERT/ 0" HORIZ. 0" VERT. SHEARWALL 010" VERT. -B" _SHEARWALL #2 10" HORIZ. #4®10" VERT. SHEARWALL #3 STD ACI 90' VERTICAL REINFORCING — (HOOK AS SHOWN UNDER TOP STEEL) CONC. COL. TIE ADDED 4#5 4 TIES® 10" C/C I I #4 CORNER BARS 48 #4 TIES® VERT. 57 #4 TIES® 10" C/C 11 SLAB OR BEAM, SEE PLAN 1/2 TIE SPACING (MAX.) COLUMN TIES CONCRETE COLUMN TERMINATION AT SLAB OR BEAM SLAB OR BEAM, SEE PLAN SLOPE 1 TO 6 (MAX.) (3) TIES AT 3"O.C. STAGGERED SPLICE AS REQUIRED. SEE COLUMN SCHEDULE 3" OFFSET (MAX.) 1/2 TIE SPACING (MAX.) 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 q / I.J. (TYP.) CONCRETE COLUMN BASE 1/2 TIE SPACING VERT. DOVETAIL ANCHOR SLOT NO. 1 BY HECKMAN (OR ENGINEER APPROVED SUBSTITUTION) GROUT FILLED CELL 1" W. x 16 GA. GALVANIZED DOVETAIL ANCHOR AT 16" O.C. NO. 106 BY HECKMAN (OR ENGINEER APPROVED SUBSTITUTION) GONG. COLUMN OR WALL "7-1/2"-± 9 GA. GALVANIZED JOINT REINFORCING AT 16" O.C. DOVETAIL ANCHOR DETAIL 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. WIN 7,fflw*1;z11$yf1 } w Z � Ld m w :D to a (nrno N V) U N rD W MM Co N o ~ Q,4 0 z ZQ ol cU0 p � o) W p 4 O two I- z J N U n = 0 w _j Z U >_m Lo Q of p z 0 to w m w to>EL H U F- o = U UI a Q o J Q W t/) V J n� L_.IL N U z 0 LU (j) O f' I.L >_ > 2 O Z0 of � O RMIL Q[ Uj Q U W q Za � J U5 U oo U Ld 0 O IL Li t7 m w Of 0_ O w tn z o_ L>j > (If w of 0 o w Q a Z © SEPT. 04 THESE PUNS MD THE INI SHORN HEREIN ME THE PI•PERO K E1WMD SESSIONS 01 ARNW3, PA MD REPRONIfAIM DAMS DR USE TIRIrtDr IN MILE m N PNd IS DI RMY PAD_ HNOD NTIIIOUf SId11FN PONb9M. COMM. N0: 040503VB DATE: 20 SEPT 04 BY: DAB CH'KD: JDM SHEET NO. S-11 OF 14 w T.O. TL o 1 ourerw" JOIST JOIST JOIST _5L(:II()N S-1 /SCALE: Y2"=1'-0" J V) y 14)/2" x 14y2" X j n. w J�z 'e L) ALUM, PLATE W DRILLED Y4" DIA HOLES FACE OF = AT 2" O.C. ALL WALL J DIRECTIONS. �r O O 4' 12" DEEP 12" x 12" 1y2" LIP /SUMP PIT. SHIFT TOP REINFORCING TO BYPASS SUMP PIT. SECTION S-8 SCALE: 1Y2"=1'-O" 06 EL.+ T.O. 1ST LEVEL 8" CMU WALL - SEE PLAN FOR REINF. WATER: PROOFING SEE ARCH .h EL:+8'-0" T.O. SLAB GRAVEL AND DRAIN PIPE TIE INTO SITE DRAINAGE. I- 8" SLAB SEE PLAN FOR REINF. F — J, 1 ..; J. EL.+SEE PLAN 4 T.O. SLAB �16" PRECAST JOIST 8" INFlLL WALL SEE' PLAN FOR' REINF. 8" CONC. WALL -� SCALE: Y2"=1'-0" COLUMN BEYOND I.J. S" CONC. SLAB SEE PLAN FOR EL.+SEE PLAN REINF. T.O. SLAB w r "111�F00TING SEE PLAN 2 SECTION -1 SCALE: Y"=1'-0" TATE ACCESS FLOOR SYSTEM SEE MFGR. EL.+SEE PLAN O, EL+SEE PLAN ". T.O. SLAB 4" CONC. SLAB 8" CONC: SLAB „STEP SEE PLAN FOR 1 r � REINF. / SLOPE 1" \\-1B-54 8" CMU WALL SEE PLAN FOR REINF. /-4� SECTION -V SCALE: Y2"=1'-O" BEAM J SEE PLAN r5 4" LAB SEE PLAN FOR REINF. 16" PRECAST JOIST COLUMN BEYOND 4" SLAB, SEE PLAN FOR REINF. g i e 16" PRECAST JOIST ;E TION ;CAL : Y2„=1'-O" -5x5DARCH SEE r-12 CATOJ� EL. +13'-0+13'-0" 12" CMU W/#5 032" - GROUT WALL SOLID. v\` '< FOOTING SEE PLAN TI N F00TI L7x4xY4" W/Y2" 0 A.B. 0 24" C/C \-1Y2 DDEP 22 GA. GALV. C60 ROOF DECK. S8x18.4 DIVIDER BEAM RB 30 CONC. SLAB — PLAN FOR NF. S8x1B.4 SHEARWALL #1 DIVIDER BEAM % 48-33 `e #4010" --�, SEE DETAIL SHT S-11 4" CONC. SLAB SEE PLAN FOR REINF. S8x18.4 DIVIDER BEAM 1B-30 Bx8 MAS. U-BLOCK W/1#5 CONT. J, EL+� 8" CMU W/#6 DOWELS 048" C/C EL:+72'-9" '- T.O. ROOF PRECAST JOIST 8"x12" CONC. SEE PLAN CURB W/#4 DOWELS 0 12" C/C & 1#4 HORIZ. 4" CONC. SLAB SEE PLAN FOR --------- REINF. J, EL+58'-11" W. 411-1 LEVEL JYLJ'��\-PRECAST . JOIST SEE PLAN 2 HORIZ. 4" CONC. SLAB --------- SEE PLAN FOR REINF. J EL.+20'-5" T.O. 1ST LEVEL s. PRECAST JOIST SEE PLAN 8" CMU. WALL BEYOND 1 4" CONC. SLAB SEE PLAN FOR SEE ELEV. MNFR. 2x4 K.J. REINF. FOR SILL CONFIG. T.O. EL+ B SLAB 0" E.VI EL.+4'-O" Tom— `Y-- #6 TOP & BOTT. EACH WAY - SEE \ FTG. DETAIL S-11 6 SECTION -1 SCALE: 3/B"=1'-O" NOTE: THE INFlLL AREAS ABOVE THE INSTALLED ELEVATOR FRAMES WILL VARY FROM S-1' AT STREET LEVEL, TO 2'-6" 0 1ST, 2ND, & 3RD LEVELS, TO 3'-6" AT THE 4TH LEVEL INFlLL SHALL BE MASONRY OR DRYWALL MEETING A 1.5 HOUR ASSEMBLY, RATING; SEE ARCH. '.. J a Z_ w m W F Uj Q =) to in 0 O (n V N N m N Q o o ~Q� Z D I Z w U O Q% aIr-0In = U CL 1� m Uj J Q� LIJ Z V m WLi J Q OZ O 0 LO W S w cD > Cf I__IL O U Uj z O W 0 I'- U O r > ot 2 Z0� Df m w v o N� Q 0 ow W U U J U) � 60 c~n 0 LEI 0 CL O LL 0 m Lil w O v1 V.I 0 V y a � o cn 0 z © SEPT. 04 r ssE w s mD 1 INi04W110N SHDWN HEREON ME THE Rmam JENKINS & � � � �� ANDOE mum n o 090.MW A PA 00. USE N WIOR N rMs rn mr CHARLAND mmmMXM Pao- PWIL47GX. INCORPORATED 6MME Consulting Engineers 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'KO: JDM TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED SHEET NO. STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE —12 APPLICABLE MINIMUM BUILDING CODES. FILE No. 03FTP041 u EL.+80'-9" JOIST BRG. DEL.+72'-9" T.O. ROOF SLAB lwa 8" CMU WALL - SEE PLAN FOR REINF. h TEL.+59'-11" ,0.4TH LEVEL EL.+21'-5" T.O.1ST LEVEL C r 4B-22 1B-1 BEARING 8" WALL- SEE FOR REINF. AT DOOR 8- W�x12 -HIGH CONC. CURB W/2# 4 CONT. &#4 DOWELS A 12" C/C PRECAST JOIST SEE PLAN #4012 TEMP #04P 8 • EL 65 T.O.+LANDI __A '.:. r- S.W.#2 .. ®8 P r �•�% BOTT #4012J TEMP TATE ACCESS FLOOR SYSTEM- SEEARCH 408 - - - L TOP i EL.+72'-9 T.O. ROOF C L.TJU — T.0.4TH LI EL.+34' T.O.2ND EL.+21'-5" T.OA ST LEVE RB-37 N SECONDAR� 0 CONC. POI; #OP 12 W/3#4 CO -�-- T I/ #4012-' BOTT. 4B-41 #458 BOTT #4012 _ STOP #401; BOTT. TATE ACCESS FL00 r ✓� SYSTEM- SEE ARCH #4012-j 4 , BOTT. 1 B-7 #5®8 BOTT #4 012 TE AP y / 'i #4012 r- DOWELS-.'//// I I I I I I L -J 2 SEC I CAN -13 SCALE: %"=1'-0" h 4B-11 #408 TOP #4®8 TOP L-MV PRECAST JOIST SEE PLAN 06 EL.+53'-6" T.O. LANDING ,AST JOIST PLAN k EL.+27'-1-10" Tr 0. LANDING 12" CMU WALL SEE PLAN FOR REINF. \I-1B-8 T.O. LANDING 12x16 (MIN) LANDING BEAM W/2#6 TOP & Bur. & #3 TIES AT 8" C/C (TYPICAL) EL.+B'-o" JENKINS & =' T.o�!LAB CHARLAN® INCORPORATED ConsuR7ng Engineers ' 4 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 Z a w m w �CD UI a V) 01 N U two LLi M M m to V) Q 8 ~ Q c z p I w " Xc0 O F� z Q a U- ^ J N U CL LLI F_ U Q w Z = v >- CO .. D EX a w Iwo -� 0 Lnw= w cD > a rn < U uj 0 = U m a Q ,is< FA J a N Vry/� 1_JL U U z O uj U) U)CC G O Lu U r >Go �Iq z v Dy cm � V O iiIL U� �[ W Q w U ow D?a (6 r o F- U w m O E w En z O N w z IL _LLL © SEPT, 04 THESE PW s AND THE INFDPoMIIDN SHOWN HEREMI ARE THE PPoNF%IY DF E NNNHNWS lff q IASIIFLIS. PA AND NEPNDDIN:fXINS. D64D9 m DN ISE TH NFDF IN WME OR IN PAR 5 WRMY PRF Hww NOW WRnnl PERN90N. COMM. NO: 040503VB DATE: 20 SEPT 04 BY: DAB CH'KD: JDM SHEET NO. S-13 OF 14 _2 O EO O V n n n WIND PRESSURE ZONE DIAGRAM Component and Cladding Wind Pressures Roof Zones Wall Zones Effective Area 0 0 D ® (D 10 ft^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 16A 16.4 42.2 39.4 39.4 50 ft^2 -43.0 -66.3 -49.5 -40A -46.2 16.4 15A 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 ft^2 -41.1 -48.7 -47.5 -37.0 -38.7 14.5 14.5 39.4 32.5 32.5 (+) indicates inward pressures, PSF (-) indicates outward pressures, PSF Linear interpolation between values of tributary area is permissible. Wind Uptft Pres. for Truss Design Roof Zones Effective Area O 10 ft^2 -47.52 20 ft^2 -45.51 50 ft^2 -41.49 100 ft^2 -39.48 200 ft^2 -39.48 52'-6" 1Y2" EXP. JOINT COLUMNS PROPOSED 64'-2" CLERK OF (TOTAL LENGTH, FIELD VERIFY) // COURTS BLDG. i 55 ❑ AT EXISTING BUILDING MAKE ❑ / CONNECTION TO TRANSFER TRANSVERSE SHEAR ONLY. NO o ` VERTICAL LOAD. ❑ ❑ AT NEW BUILDING MAKE CONNECTION TO TRANSFER b LONGITUDINAL AND 5� EXISTING 56'-3 TRANSVERSE SHEAR. ,r NORTH F SKYWALK 2ND & 3RD LEVEL PLAN SCALE: }(j"=1'-0" 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" . CENTER TO CENTER OF SUPPORT COLUMNS m PROPOSED CLERK OF (TOTAL LENGTH, FIELD VERIFY) COURTS BLDG. TOP OF FTG. EL.+6'-6" C'1 (MATCH EXIST.) LIP CORNER OF FOOTING- PROVIDE ` NEW FOUNDATION PAPER JOINT. , r 4'-0"x9'-0"x1'-2" CONC. FTG. 16" X 16" STEEL 5`c� W/5#5 LONG WAY AND 10#5 COLUMNS BY SHORT WAY TOP & BOTT. CONTINENTAL BRIDGE DRILL AND EPDXY DOWELS in -TO MATCH FTG. REINF. 8" EMBED W/30" LAP i 24" WIDE CONC. PIER m TOP OF EXIST. FTG. WITH #5 AT 12" C/C �5b EL.+6'-6" (VERIFY) VERT. & HORIZ. EA. ` 5� FACE. VERIFY o e SKYWALK FOUNDATION PLAN SCALE: Y8"=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)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 Ld •• . u • • • •in • Lai .. •Li . • •M • ,allllliltu�.nllllllle,. ��un0111111111111mf1�� . MENNEN • CY LU • • LL • • • •' .' .OR • Ltj Of cr • u • 0 •• • NO: 040503VB D. • SEPT •. .•- • I RS'-11 1 /1 R" P744T Clflp- UNDERE SYS BRIDGE ELEVATION SCALE 1:50 64'-2 1 /2" WEST SIDE 1'-R Q/1C." 1'-5 5/8" 10 SPACES @ 5-10" = 58'-4" 4'-4 7/8" VERTICAL CONCRETE DECK FLOOR BEAM-\ Q I co 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 TOP R PE' SI[ B I FL001 END TOWER SC, H DULE OF MEMBER SIZES TOP CHORD HSS 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 H>S 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 REVISM HEN AHUHIIE(�IS COMMENTS 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 BRIDGE PLAN SCALE 1:50 BRIDGE SECTION SCALE 1:25 DESIGNED BY: DRAWN BY: CBT RJP k DATE: 8/23/04 1 SHEET NO. B1 OF 2 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 CHECKED BY: APPROVED BY: CBT _ 7JOB # PRELIM FACE OF PROPOSED CLERK OF COURTS,BLDG. FACE OF EXISTING BUILDING EXISTING BUILDING ALUM. SUNSHADE & SUPPORTS (BY OTHERS) ALUM. PANELS - (BY OTHERS) GRADE SCALE 1: 0 ALUM. SUNSHADE & SUPPORTS (BY OTHERS) ALUM. PANELS (BY OTHERS) FACE OF PROPOSED CLERK OF COURTS BLDG. EAST ELEVATION SCALE 1:80 2' GAP INTERIOR WALL (BY OTHERS) a FACE OF EXISTING BUILDING COMPRESSION SEAL - (SUPPLIED BY CONTINENTAL, FIELD INSTALLED BY OTHERS) CONCRETE -,END DAM-\ DECK FORM DECK 7I END F COMPRESSION SEAL DETAIL SCALE 1:4 ALUM. PANELS, SUNSHA�E & SUPPORTS, (BY OTHE S) El 0 BRIDGE PLAN SCALE 1:40 FACIA (BY OTHERS) ALUM. PANELS (BY OTHERS) I' STOP ( OTHERS) I DING ALUM. PANE S, SUNSHADE- & SUPPORTS (BY OTHEERS) " ALUM. PANELS (BY OTHERS) ROOFING Y ALUM. SUNSHADE & SUPPORTS (BY OTHERS) CEILING (BY OTHERS) PEDESTAL FLOOR ASSEMBLY (BY OTHERS) SCALE 1:20 :D CLERK OF BUILDING Zn Q GAP SEE ARCHITECTURALS FOR VERTICAL WALL / CONNECTIQN * RQOF CONNECTIO 1 ALUM. PANELS (BY OTHERS) ILI ■ a , 65-11 1/16" x 6'-8$$ CLERK OF THE COURTS PEDESTRIAN OVERPASS BRIDGE FORT PIERCE, FL 1 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: CHECKED BY: APPROVED BY: CBT RJP CBT DATE 8 /23 /04 : SHEET N0. B 2 OF 2 JOB # PRELIM FINAL SET FOR BID REVISE FOR RE —BID CLERK OF COUR TS ST. LUCIE COUNTY, FLORIDA. FOUND P-K NAIL & WASHER NO IDENTIFICATION LEGEND/ABBREVIATIONS: DWG.# = 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 FJ.R.M. = FLOOD INSURANCE RATE MAP (P) = PLAT DATA (0) = OBSERVED DATA wm O = WATER METER v = FIRE HYDRANT C'm = WOOD UTILITY POLE E.O.P. EDGE OF PAVEMENT CA = CENTERLINE © = SANITARY SEWER MANHOLE wv X = 4"0 P,V.C. WATER VALVE ohu = OVERHEAD UTILITIES T.B.M. = TEMPORARY BENCHMARK EL. = ELEVATION 20-04 STs LUCIE COUNTY 06-17-05 BOARD OF COUNTY COMMISSIONERS 2300 VIRGINIA AVENUE FORT PIERCE, FLORIDA 34982 PHONE:(772) 462-1400 FAX: ONOTE:. THE 10 FOOT WIDE ELECTRICAL EASEMENT THAT EXTENDS SOUTH FROM ATLANTIC AVENUE AND THEN EAST T z 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 "LOCATE" FROM FPUA (FORT PIERCE UTILITIES AUTHORITY PHONE: 1-772-466-1600, EXT. 6757, MR. P LAGUERRE) TO DETERMINE WHERE THE PRIMARY ELECTRICAL LINE IS LOCATED WITHIN THE EASEMENT. ANY COSTS ASSOCIATED WITH 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 $200,000.00 PROJECT ALLOWANCE WORK DIRECTIVE CHANGES, AFTER CONTRUCTION HAS COMMENCED, AS LISTED ON THE BID FORM, ITEM #9. :XISTING TWO ;TORY BUILDING 2 SQ. FT. PER FLOOR b' + 10 N` �4+,tb +1d NORTH R—O—W LINE BENCHMARK EL. 6.44' (NGVD 1929) TOP OF P—K NAIL & WASHER CENTERLINE INTERSECTION OF ATLANTIC AVENUE AND INDIAN RIVER DRIVE NO IDENTIFICATION ° dye �,a --I-4 26k g$ N 88'28'15" E 337.53' o z BASIS OF 'BEARINGS q 60' -- w > RIGHT—OF—WAY �� 6.74 6.12 1 y b° s c 10:06 10.63 — o q6 . _� 'a,—r a'd \\,x 6.12 5.35�Z 5.53 e:EXIST: GONC, S/ ° 56 ., �_ 41 ^ 5 4 „x„ C rn 6.58 5.96 SET K &BRASS DISK o� + 11.07 °x Q' g, 5 - 8. 4 UT SIDEWALK �• 6.11 STAMPED "2791 10.76 I T.B,M, 6.98' (NGVD 1 ) I I I ° a T.B.M. EL. 5.73' (NGVD 1929) ,� �r �,II�`�y•mt;a?f�'l`l,rir ��{7'�Y(r. , e s +I �Y:��I ?��^'f Ir,�rrF ",✓x '�" i , t •� I 95t --42� 8 °.III I NOTES: EXISTING EAST � 1. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED WALL X9.08 Ipp ,'d.. ° °' I uj 1 1 e`k''. � R—Q—W . ,z�.rtx',w,�$ yd.r�y rr.>gI x 11 23 k' ` " ' °" d I .SURVEYOR AND MAPPER THIS DRAWING, SKETCH, PLAT OR MAP IS FOR INFORMATIONAL ° " aPll 1 I �; LINE PURPOSES ONLY AND IS NOT VALID. pv ,P ° j ,,3 � ' f r "sx'x"°x�r , h 4r>"'a� >J7 •�F+ � ,a ti "t, "Cs, „ -�I I) ^ ,.. °. I I »• ° `"I 2, THIS IS NOT A BOUNDARY SURVEY. THIS IS A SPECIFIC PURPOSE SURVEY SHOWING IMPROVEMENTS :,CONCRET q x 2 6 i e ON AND AROUND THE SUBJECT PARCELS 4S DIRECTED BY THE PROJECT ENGINEER AND IS FOR a I ° � _ I I I INFORMATIONAL PURPOSES ONLY, 3. NO FOUNDATIONS OR UNDERGROUND INSTALLATIONS HAVE BEEN FIELD LOCATED PER THIS I SURVEY, UNLESS OTHERWISE NOTED. I° rJ,I' I! PLETED AUGUST 19, 2003. THE SITE WAS •+d °^ a:":. .° :°.I,�I p i°I 4.. THE ORIGINAL SURVEY FIELD WORK WAS COM REVISITED -0N NOVEMBER 7, 2003 TO UPDATE THE SITE INFORMATION AND AGAIN ON W I I, _� JANUARY 15, 2004 TO LOCATE PARKING AREA EAST OF ORIGINAL SITE. : u,Sh,r "'*'r}"W ", r`�'"'i''' ! !' ''�'' 3 t''Ih:',' I. I . ,�,'"'^"° .y �, r :,r�.'.:, : - '.I z. a =•' 1 I 'S. NO TITLE COMMITMENT, ABSTRACT OR LEGAL DESCRIPTIONS OF THE SUBJECT PARCELS WERE r 'v, r v xfr1iY 'Pwjv 4�ai'; �'» �` , •� .,.'—.;,;*rt7 �`f w. rRt w tact'' -0 tl de : I = I 1 fal',p,tr, (Ir4fi1 x p%I I rhw rrr a r ° nl IM 4 PROVIDED TO THIS FIRM OR SURVEYOR AND NO BOUNDARY DETERMINATION IS HEREBY IMPLIED. Wv d Y, z ,;,, °� p,v I w I .o'°. l 7'87s 4 r , sI f' I I Y I 6. THE PROPERTY BOUNDARY LINES AS SHOWN EAST OF INDIAN RIVER DRIVE ARE BASED 0N A SURVEY 9 c w''.. {fNt'r vvll 1r• rhiT:+`f'"F, fji$F ijif'.' 11 aS 1 rhr.,t n�J?,j-;a� {t, xIf G'Rg +..li J' ° tl I 1 r , I r, ,,, ,x, , y . _ �,, ,r; � ,.Nx� _, a� �,.,r a ° PREPARED FOR ST. ANDREWS .CHURCH BY WEATHERINGTON LAND SURVEYORS DATED 11-17-88, P w =� .� >, k r, ?"'. rf y,I;t + °{t. Y r��ae,6'n" I I M I'; _ N 4062. MONUMENTATION FOUND ON THE GROUND BY CARTER yy,.;;r, tr I.,"rv1=1 1 "r.aat n+'c,'Plc r ^� r4 ,, II g! t , �,,,,. °° 1. v I JOB N0. 88 0501, DRAWING 0. }k:`, ,S It la Yp}v;y^°furl^+,-,lp ,0. m"I it'I,. is;=fln}5aryi1 '� dJ.f'"$n'9 .kej5 y�`e4rca nn J-.eF. °.. •t9trf'u V�r �y't,l+, r n T tsk3 ,tyl, l I spy + x 9.02 �,r;r1f r �+*r f "f`^?4`„rh ,i,I r ila rymti,,is� �. _ _ . '° ` I I 1 1a ASSOCIATES HAS BEEN "BEST FIT" TO SAID WEATHERINGTON SURVEY AND THE DIFFERENCES HAVE 1'10fPn. r fl�i<t (f �! 'cp „,. �s 3s � w �.rgti•.dth'h Gdt'm� f v5�}U r�,l { , r +ri^�' n r.J! I' let4 F hJmy�h l'VI 111 rl ,Txr�u91 a ° ° I II I I' �" BEEN NOTED HEREON, SyryJ,s$' t a. a^ f' rrs,r 1%F / is iil'IA Y s5mT� n " ELEC. METER f�_ �r� ,r��r ,j �i t1�I,,�* ra�vya+dl r��. _ 7, THIS SURVEY DOES NOT INTEND TO REFLECT OR DETERMINE OWNERSHIP. ,,z� Ew I.F Grv,. �f'I ',t] I ` I{ ��',r i , , ,r,Y tl!n t�F ��.°q: �" � r"zi v� r0 5Su7i�J''lr, ,3 •: � I�,. 12.3�/ POLE [ ✓�1{�"iW„r�Sxb . �Y.k3 sf vy 4 rf1 d„t w! rrc+�9 I .I .e, . 1.� 8. ALL ELEVATIONS SHOWN ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D. 1929). Ow�I,:.,�,°. CENTERLINE INTERSECTION OF '�`�el°1° �f'��",,pprt �'r'N f� }•:.f 7�' tift`sd �"z�a �� "I -' ..�&'}I �°- �zi•'':'U � r� r,r"r. , .r - r _�',;n;� „', ;:,, - 7.47 d o" I I � 9. PROJECT BENCHMARK; TOP OF P—K NAIL AND WASHER AT .rv{r'kr},A�(i V r.r fY,Lxu e kif rUri S1^ iti. Y 6.0 r .,N,"'''i �r If i'iW ar .Mi; >E cs',x ,t.,,..,�` r rfr ;r 4 y. 1 t �' 1�"r, v ,• z fz � ,�, 5" 7�J �11"5 1 ,, .,a�,?� „,, " � *-�rr�> _ ��' t11� . „'� �+ , ,:,,r� ! � �� AVENUE AND INDIAN RIVER DRIVE. ELEVATION 6.44 N.G.V,D. 1929). (F,B: 538, PG. 47) .° ATLANTIC AVE ( I�.vl 're, iF,�r'R ri1. sF'� >y s-^, 37 %�w. �i7 r'ir „ R'^.dl �r•�'wtk +�/,r£;t'mv'aI A:��i� °. dvll,"�'- �4r� � :..I I F > ?,? ' i n' t lr'6 ,'�' } r' - "'w a74x�, rrf''; it i rp �. •��{ y rr�+.t Y,s r r flryyx,xs .r rz r .,. A.C. 15 Is S 4 r dtl 1>I". fhL 9" ,s vx+a t q ifal YIIJ"v ✓ tii�l ,.. nb.'"tt I I I r ,. I C r w 'Stet'k r r'' ry I r,.',R :4 1' r;t+x,.•d✓i"',;s1'�f,rk�y1, ur ,Nrr4!-tki� r ,r ?hl:,, 4 TRANS. 6.32 � PAp.,�/ ry e� .IF g � SEE SKETCHES SHEETS SU-1 & SU-2) FOR TEMPORARY BENCHMARKS AND ASSOCIATED INFORMATION, 35.D ny krl'S - t,F n,:,tilTislif s'P ... as:=z`5't I I .5.'� F g I 10, THE BEARINGS SHOWN HEREON ARE BASED ON AN ASSUMED DATUM. THE BEARING ALONG THE ".,.. .. I ,9 I '. �6.80 I CENTERLINE OF ATLANTIC AVENUE BETWEEN FOUND MONUMENTATION IS NORTH 88'28'15" EAST. HtONMA 101 E I�1 `''¢ aii °, A +f`•'; �"C'z'" rr+TMrl, ! It,{a',u'c5!r ! ira �, ax.rl. kk ''`'::`ur5� rl • ' r +ry Ir,.: '�7.Si I ^)I 9 I 1 °° �. ALL OTHER BEARINGS SHOWN HEREON ARE RELATIVE THERETO, I rv'+"`'_, t.. �- LZ," 4Y' ,— ✓ ! t_^s Ir w 11 V ^� n f e.x+Y.�,r, ,;, ,i v - I f I; 1 s .4�' 6.16 f: TW'"'Y%:'„:+r 1'i w .. 1S",rlr't Fr,! •r: 7^ I ^ ,I ,Pa cfSlt V�Yr4anS.'=TP v I tr [ i Je ° r f'SI^�rfn .,,'�a4'�!1 i i ':kuk s 45i1 e`�s �sY�' tS .i � z '�3 � 6.37 I .. �"' � rcu ''I' :. DUMP I `i I.. , I 11, THERE ARE IMPROVEMENTS SHOWN HEREON THAT WERE NOT FIELD LOCATED OR VERIFIED. In:y"r'iry3rnu911i,7}; �Y'f~Tw ,'r"w '[r�'�Yyryl ''r5, �'i) ..xlt',.Ul ,C3 s'Y`r,�st-:rrs?i 6 " '5�7#'f fue �,1va C:,--,: 7.76 1 8 3 7 68 :, x + ! � TER i " SAID IMPROVEMENT LOCATIONS SHOWN WERE FURNISHED BY THE CLIENT AND/OR THEIR AGENT. '� i:� , iw�i,!,;fr;'�t' I ':�"Sz xr♦j r,�,Tp, ��"P ,w�s,�<1i a ' ��a±t r 3!�: �i� , r✓v! &iro v.s�ti lr �ry_:� r, N 'r wr�';'I. rtJ� .:i I d 08.. „+' + r,, !1, a f • n I f — _ H N HAVE NOT BEEN ESTABLISHED BY THIS FIRM. INFORMATION fn;r + , y;:` ,., ,i:.:;r„ h ..~r. I�r�r`tuS„'r,i� :l. s rr, , •,l 'A+Ftx,.,`',;,,,.rr , E `w1f;,:;' tl v:.r 4 ,.;f _::.. /-' 6• 12. RIGHT OF WAYS SHOWN HEREON 7r' ..a.. x1 1 n.,; _,•._ it t t Y r;� t !�x 7 „a ier....; 9v ., n n„< 4 „•, _, yl 6.21? .r. Y THE CLIENT AND/OR THEIR AGENT. ,t, SHOWN HEREON WAS FURNISHED B C / ✓� k><;, '� ° � 1 ; X� k r 51 s a a ! r .r? , I� }�,. zd dtt. P W r9: i i r{+,n r 77 '`- �w^k 2w�,ES S a�J Ir���.1(Y r,'•yl. eA� _, 'w ,Y> rkt ,—`emu r e.,„„ '�tr do-,: to: otr YN •:f;':I r 4 Y3�.�, 'Z� ,i•'4^' fi r `if'� _ I. C.+.,..z,h�-7i' „tcw,h 7z�,kv' U�7mdt�4" e ;yrI;y.M.m�:,.,-,,:.::nd<:t„1rr- -. *vxV'4ixi^i L.x"7a�a" ,I ,:J,r ,� ,,,,:If.;tvv,:.+`?"nt+i,Y.Iari^9 CUirtkrr 'Y��,zist1r' �Ua � t,, � }w.;I,i�'_•.ii«°,."4.,.`.,1 ,�}PtI'At ,1v i ,,ia: o`v,l rry�fgw� ;,i1.y.-,t,: ?�74 >, �:J,�,,)r1o, l 114.+a',`+ii,�lCi.a!e�txr1 Ue�,',:f� ;, .mr.;..r1i.,±'..'.I..�+ eP,xN �,ay, ..y, +�xNY,i,r-rtI.:qr.,'ral: {f� f1fnstrl el'»w xr{':n'' :r.a.+$»r;h-,-A(., ,k..:'""rs'.:„t?.:',`tJII4;,fr��4T,4# ry 'ai+fi,„' 4 7'F'�r';.1v� a t4hrxr}\ 7rU!x.rf( r�d,..�',,,"fH',,'`..n �T,fvl' '...Y,Srr1>sr rd2flw.., f rr',',ddrt ,i2m k ' rmi ^��.�i,'ns"�t"a'8e.r:r�,'1"prn', ' �,v �iVw,Y 3ArYk. u5rr:1 7I(.JPi1S, : vr? .n fi},^.f1rI�`�'_��:faSw�'a4; 1mrt.n~f'v"'d?`�grr +f' '''n '.°t;,� t�s„hx$.+l,�6"aftn,�° 'Ip",, �':,,r`„�b+li's yl� y„ d 5 BLOCK 4 RIVERSIDE ADC 7.72 I� I II°e 0 REBAR7.21 FOUND 1/2' .85 I j NO IDENTIFICATION la. 6.36 1 w •: , ' I 26 81.2 yaY\', 7 1� 1 r vIK� atP� }rMw„ r�:�1 i`I �,- i Kru ` ' i'F �' ,I '.V I r 7iuiy"7a *5.nai t� s "� �f'Y�^' " I F '� '�''filr�' 1'`;.. I 1 .�v { t U�:'+„°r�Sp' f t�•t Y+il' s"f 11" E ��r`yi ,".r.'_ ajzxCd r4}"t f n'w'Ur �Ai `"" ;¢v ! h'°. rPi`/.F .>'��� 1 r ✓ <R.b Au ,iJ did .,.N'` •r w" fr9� d z j, rr s," raY 3. �'q.1?Ii� t�� r:', f �rG��u��`'`ta3 a (.. ; r�il %=_ 'x�' ' y, 15' ,^$✓�i-1`d�'t�-�xl I•;. C; 1 I°. I f f111 ✓um ra ` rvu )k'zay M, �}: rFjoti r 1.:�4hC 1 t'': fL:h"x''s',c`'! e+-`r;z�SP't.3'a" h'"$Y.;3 f 1 t%'4a v t y °. �. I ,�. � I _ 6.24 ii'! r;3�'Irw��,:�+rv'�•v.., p�'4 1'l�,il U 4i. rs ":,,r Irk Iv I rr J,t lu'i,l ry '� yE/ " .F ll'}!4!I' t .}°. "` awr r t i:'�`;�r".�,� s. 6+,',° tie .' I „VPJ,;r.rb, 2a Y €r ll�,C"rs�riy °rgx�r!< a+ rx"rrs"'�,ahlt }"rMi i k�f��y t_�g"' G'r � trs§('t�r",�I / InIP'Vdi �a��we�l Alil „r1;YI'4"�r�a f�'`'r I�rr r O ::�rd:. r5iw„�ri s :, a:ylin 7/avafCFlr�rf } r"�'! R.4'�n �{�° x� 7 ��'S ! Gf r Ur n a'�iYAP•&d41''-� trp im,� i IP ° r r}�+M j �" �" �7d � h r ,�z, �,..Y r�r1 y �^1,�1� - 7: ��', II / WB,.9`"v�_ur.6''.:.Rui+L.r'✓u''"';'*+>�w,G '"� ?�.�+`•'a't MF , : ' uvN� tr},i.✓ A't'l it n}'q Y }Ui'+ 1 if , ta+ih- eeee 5Y , ,'y'fu„}yre:�.19 ewfi`+'I�'`' a••I r3e, r 9s ill G'flc oy ,, I �,r 1 �3g ° I I � I I W BLOCK 5 RIVERSIDE ADDITION 16+ EXISTING BUILDING +13• �' .34 ,51 LANDSCAPED 1 +\ g1 + 10a245 \ . �a' + C] ti� I l � 6.39 AREA FOUND "W REBAR &CAP 60, I1 6 6.42 STAMPEDD "WLS 4223° I I RICH j I 6 i (N 05'1 E, 0.35') —OF_ AY I l l FOUND 3/4" IRON PIPE i ON FLOOR ELEVATIONS? 1 ° I l I". BENT SLIGHTLY 5' BASEMENT = 8,64 (N.G.V.D. 1)29) I.,. 1 I Hv I l" NO IDENTIFCATION co 1ST FLOOR = 21.01 (N,G.V.D. 1929) 1 " I I I l 2ND FLOOR = 33.38 (N.G.V.D. 1929) 1 I BLOCK '6 RIVERSIDE ADDITION TO 3RD FLOOR = 45.69 (N.G.V.D. 1929 t 8,A 1 11 l 12.51'� 4 I +. 7.70 ` ^X.Z76 �8�,/� /Ie.4 191.00' e 1 I I Il 1 1 x .02 I1, N 8058'4g,. $j @R .24 W 338.57' ILK z.7z PAVER$ I1j III 1I 1` II /Lg GRAPHIC SCALE eo0.8zo zo 4 69 I I L I I1 1II11 I11 11II c ( IN FEET)— -- — 1 inch = 20 It, I Iw {I DATE NOVEMBER 7, 2003 PROJ. # 03-74E DRAWN BY: FAL/RNH APPD, BY: DEL DRAW, a E-1263-03 F.S. # 638/38+ REF. III 9636E,DWG CARTER ASSOCIATES, INC. CONSULTING ENGINEERS AND LAND SURV TEL: 772.562.4191 FAX: 772 f' Serving Florida s e Since 1911 © 2003 by CAI DAVID E. LUETHJE, PSM DATE: FLORIDA LICENSE No. 5728 CARTER ASSOCIATES, INC, L.B. 205 CLERK OF COURTS =01 SOUTH INDIAN RIVER DRIVE FORT PIERCE, FLORIDA 34982 SPECIFIC PURPOSE SURVEY /I REVISE BRICK PAVERS / DLWSTER 2-24-04 2 REVISE DRIVEWAY TO RIOHT-OUT ONLY 4-5-04 3 FINAL SET FOR BID 9-20-04 ,4 REVISED FOR RE -BID 06-23-05 NOTE: THE 10 FOOTWIDE ELECTRICAL EASEMENT THAT EXTENDS SOUTH FROM ATLANTIC AVENUE AND THEN EAST TOr1` 2 THE EXISTING FPUA TRANSFORMER MAY HAVE TO BE SHIFTED ONE TO TWO'FEET WEST TO INSURE THE PROPOSED y" BUILDING FOUNDATION IS NOT ENCROACHING INTO THE EASMENT. THE GENERAL CONTRACTOR IS IS REQUIRED TO REQUEST A "LOCATE" FROM FPUA (FORT PIERCE UTILITIES AUTHORITY PHONE: 1-772-466-1600, EXT. 6757, MR. PAU LAGUERRE) TO DETERMINE WHERE THE PRIMARY ELECTRICAL LINE IS LOCATED WITHIN THE EASEMENT, ANY COSTS ASSOCIATED WITH ARTIER ASSOCIATES, THE SURVEYING COMPANY WHO DRAFTED THE ORIGINAL EASEMENT DESCRIPTION, NORTH R-O-W r TO RE -WRITE THE EASEMENT AND SHIFTING IT WEST, SHALL COME OUT OF THE $200,000.00 PROJECT ALLOWANCE FO LINES WORK DIRECTIVE CHANGES, AFTER CONTRUCTION HAS COMMENCED, AS LISTED ON THE BID FORM, ITEM #9. ��j� ��� '" � ��' U Y SEE SHEET ASP-1 FOR PROPOSED WORK IN LA _ — _ ® RIGHT-OF-WAY. y2 6" ae ---- o ON g 60, 'i > RIGHT 0�-W ry� 6.74 6J2 y. a e / /• / . �.v_..ras�v- v�� ..+>w>�_ar .aim �a �,--w �+ m�*` ` • - l" e • - y�5.96 S Owl- ..... .....:.. . _ wee r , EAST - • LINE t (0) �, �NJ MARK AREA PARKING,NO WITH 30-INCH HIGH PAINTED LETTERS (WHITE RETRO-REFLECTIVE/• BRICK PAVER WALKWAY EXISTING TWO IMPROVEMENTS BY OTHERS ■ I rOFF-SITE ROADWAY STORY BUILDING FLOOR (NOT A PART OF THIS PLAN. 7482 SQ. FT, PER SEE SHEET ASP-1 FOR LIMITS F.F, EL. 16-75 OF IMPROVEMENTS) 6.32 19' LONG PARALLEL PARKING SPACE MARK WITH 4" WIDE PAINTE-D WHITE 20 RETRO-REFLECTIVE TRAFFIC PAINT m TING FDOT STANDARDS wL NORTH , ��: ,�, ,�1 ►e.. a �� ,%nib I r►\ I, y►� tea........ VA- , • ;i/ • l �W fp'd .�� 7 • � a�y� �524 to a 1 �jf _ __ � � r' ice:.. ♦ � ���%tiik`i. " 7_ —_—"-- w.......A IL • Y , I ' EXIST. RI-1 STOP SIGN 0 EXISTING BUILDING (0­1 W/ 24" STOP BAR, ', & • LEFT TURN' R5-11 "DO NOT ENTER� REMOVE AND REPLACE I t ,hU 2ND FLOOR = 33.38 N.G.V.D. t 29 Inl 3RD FLOOR = 45.69 (N.G.V.D. 1 293 y .32 (� r, 9Br q g6 7.24 BRICK p 9 VERS 12.72 1 8.69 INS GRAPHIC SCALE ,0 20 40 ( IN FEET ) 1 inch = 20 ft. 30 S 1 a ��J ��JCOUNTY DATE JANUARY 9, 2003 CLERK OF COURTS PROD. # 03-74E CARTER ASSOC TLS. INC.DRAM! BY: SHEET V DRIVE FP 201 SOUTH IND IAN RIVER BOARD OF COUNTY COMMISSIONERS APPD BY: JHB CONSULTING ENGINEERS AND LAND SURVEYORS � serving Florida FORT PIERCE, FLORIDA 34982 2300 VIRGINIA AVENUE DRAW N E-1263-03 1708 21St STREET, VE0 BEA�iH, Since 1911 FORT PIERCE, FLORIDA 34982 �L 329 O OFFICE BUILDING F.B. H : s38/36+ JOHN H. BLUM, P.E. DATE: PHONE: (772) 462-1400 FAX: REF. # 9636E.DW0 TEL: 772.562.4191 FAX: 772,5 2.7180 © 2003 by CAI FLORIDA P.E. No. 45813 DRAINAGE PLAN Inlet Type 2 Symmetrical About f rA 2' Dia. Cove See Stab Reinforcing + Inlet 6' Detail This Sheet. o- L5" 0 Concrete Support Post lo'-O" LA PLAN (INLET TYPE 2 SYMMETRICAL ABOUT V To Be Paid Limits Of Inlet Construction To Be Pol For As C. & G. For As C. & G. F.L. Of Gutter z o 'v io � co 10T 3' 0 /0' d' 3' 0 3'-0" Gutter Gutter Trans. Trans. SECTION 88 (INLET TYPE 2 SYMMETRICAL ABOUT V See Note it Noy 4 6" Concrete Or 8" Brick. SEE ARCHITECTURAL FOR DUMPST R ENCLOSURE DETAIL #6 Bars Unless 4'-0" I' 6'° #6 Bars GD Otherwise Shown I 9" Ctrs. 6" Vo 9" 9 X. wN 06 Bars 0 9"Ctrs. #6 Bars s .— 0 SIN 5" 0 Concrete ? ( n 4 Bars #7 Bars o 8" Ctrs. F Support Post I Both Ways I #4 Bars ( 8" Ctrs. I 2'-0" 3'-6" Diameter -� 6„ — T REINFORCING SECTION DIMENSIONAL SECTION 41-6" mA STRucr,,R): BOTTOM fSFCTION AA) a ° CURB INLET TYPE '1' DETAIL N.T.S. Note: USF 105-M 'Storm" Manhole Cover For Drainage Junction Boxes 4'-10" 2 Courses Brick Minimum 22 1/4" 3000 P.S.I. Concrete L N #4 Bars 9 12" Ctrs. 12" x 12" Weep Hole W/ DOT #5 Rock 000% Retained On 3/4" $love) FLAN =ECn Compacted Subgrade N.T.S. ntv I a I UIv uH I G II ST. LU1Fi COUNTY REVISE DLWSTER ENCLOSURE DIMENSIONS 2-24 O4 REVISED INLET & TRENCH LAYOUT 5--04 FINAL SET FOR BID 9-2020-04 BOARD OF COUNTY COMMISSIONERS ADDRESS CITY ENGINEER CC"NTS 6-06-05 2300 VIRGINIA AVENUE FORT PIERCE, FLORIDA 3498E PHOINE: (772) 462-1400 FAX: 0 2'-4" 2 i 2z„ T a a .11C i o M Mrr I 11 I J„ h' "I f 1 i H z Approx. Weight 235 Lbs. 5 3,-41' -T Eye Bolt See Index 201 C N #4 Bars 0 l2" Ctrs. SECTION PLAN Recommended Maximum Pipe Size: 2'-O" Wall-18" Pipe 3'-l' Wall-24" Pipe TYPE 'C' INLET DETAIL N.T.S, DATE JANUARY 9, 2003 " PR J . N 03-74E DRAWN BY: SFP AP D. BY: JHB DR W. it E-1263-03 F. , N 638/38+ RE . R 9636E.0Vri -4000 3° ° PSI Concrete Reinforced With I F 4 #3 Reinforcing Rods *4 Reinforcing Bar (18" Length) CONCRETE WHEEL STOP DETAIL N.T.S. 3000 PSI a CONCRETE 6.. - Joint Seal Asphalt Pov't. TYPE VERTICAL CURB DETAIL N.T.S. CON; ul 6 -7 t _2„ 221 I PLAN 9 —0" to l 6'-7 121" GRATE ELEV. _ 5.00 rote Solid Cover t I �w 6" rHICK CONCRETE WIER ' _ TOP ELEV. - 3.00 6 2' 6" PROPOSED 12" ADS EXISTING l2" RCP INVERT = 2,00 7'-8" �8" r� INVERT 1.65 II 2" Cl. #4 Bars BOTTOM ELEV. = 0.65 —m 12" Ctrs. t�L J • to _S_ W 12"xl2" Wee Hole w/ FDOT 5 Rock 000% Reta ned On 3/4 Sieve) SECTION 1�6F-64 2� ot 00000 00 Grate rate Solid Cover- 6'-6" COVER/GRATE TYPE 'HINLET DETAIL (D-5) N.T.S. CARTER ASSOCIATES, INC. CONSULTING ENGINEERS AND LAND SUI 1708 21 st STREET, VERO BEACH, FL 3: TEL: 772.562.4191 FAX: T )RS Serving Florida Since 1911 7180 Q 2003 by CAI Type 'D' Curb- 1 1/2" Type S-1 Asphalt 6° 6° 6" Llmerock/Coquino Base 8" Stabilized Subgrade p 96% Density 40 96% Density Per AASHTO T-180 Per AASHTO T-180 L.B.R. = 40 PARKING LOT PAVEMENT X—SECTION N.T.S. Place Bottom of Sod 4" Class I Concrete 3" Below Sidewalk Surface �4„ per ft. slope_ 3" ' SIDEWALK DETAIL N.T.S. 6° f` o End Of Curb h� 7z" Std. to 6" Yin.'I` Edge Of Pavt. Edge Of Pavt. - PLAN PLAN 8' 3' Tran3 s. Trans. TYPE F Top of Curb Top of curb--'1 — Depth Of Sawcut Gutter Gutter 3Z Max. PROFILE PROFILE 0" Min. 5" Max. FLARED END STRAIGHT END f-- 011 Max. F CURB AND GUTTER TYPE F TYPE -RACTION JOINT IN CURB AND GUTTER CURB AND GUTTER ENDINGS Surface On Low Side Of Pavement To Be a Above Lip Of Gutter. Surface NOTE: On High Side To Be Flush With Lip Of All Curb & Gutter Replaced In City Right -of -Way Curb Or Curb & Gutter. Shall Be Of Concrete With Fibermesh Reinforcement j Slope varies GENERAL NOTES I. For curb,gutter,and curb and gutter provide g 4, contraction joints at lo' centers (max.). Contraction joints adjacent to concrete Flexible Pavt. pavement on tangents and flat curves are to match the pavement joints, with intermediate joints not to exceed l0' centers. „ Curb,gutter and curb & gutter expansion joints shall be located in accordance with Section 520 of the standard specifications. Applies to both high and low sides of pavement, low side.shown. CURB AND GUTTER ADJACENT TO FLEXIBLE PAVEMENT TYPE 'F' CURB AND GUTTER DETAIL N.T.S. Saw -Cut & Tack I' � Coat Edge �n Exist.. Asphalt Grade & Compact Exist. Base Course Proposed Exist. Sub -Base Paving ................. RE —CONSTRUCTED PAVEMENT BUTT JOINT DETAIL Filter Cloth (T f' 270 R Or Approved Equal) c Ze JOHN H. BLUM, P.E. DATE: FLORIDA P.E. No. 45813 N.T.S. F.G. Asphalt g" � 15" Perforated C.A.P. 0 F'—I8 OO 0 C O, O /2" O C O ^� El. 2.00 00 J000 0 0 D.O.T. #5 Washed Rock 4' (100% Retained On 3/4" Sieve) EXFILTRATION TRENCH DETAIL N.T.S. CLERK OF COURTS SHEET 201 SOUTH INDIAN RIVER DRIVE ®� FORT PIERCE FLORIDA 3498E PARKING LOT PAVING & DRAINAGE DETAILS � ilm M_ffilmo Existing Oak Tree to remain 36 1 .A.E.P ATLANTIC r AIM 17 Q S.T. `, I.1 aN. Provide irrigation to all raised planters. ( see Irrigation Design Criteria sheet L-2) R Cast in place 5" masonry ring, w/ saw -cut control joints and rock salt finish, . B. 4e 4® 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) 1 - 15 Note: 7 Contractor to locate irrigation controller inside utility area s Pre -cast Square Planter (Typ.) (See Site Amenities Schedule sheet L-1) I Pre -cast Square Planter (Typ.) (See Size Amenities Schedule sheet L-1) 3 C.H. " Pre -Gast Square Planter (Typ.) (See Site Amenities Schedule sheet L-1) " ap•��24 ❑ tl \B I IA 20 19 I.N.G. S.A " 0 " 1x 8" x 2 a" Holland Stone Paver attern: Herringbone at 45 degrees clor: "Red' "Tan" and "Charcoal" olore are mixed equally " "Red" Soldier Course Border Typical see City of Fort Pierce Department of ngineering Technical Specifications nd Details'Paver Sidewalk with Curb' esued July, 2 2002) 1 II seexisting service line for irrigation system. rovid 3/4" meter and backfiow prevention(per city ;quit ments)(see sheet 1-1 for backfiow preventer icati n) (See also irrigation design criteria sheet L-2). ree Grate (Typ.) See Site Amenities chedule sheet L-1) SITE Aiv1ENiTIES SCHEDULE ! CITY MANUFACTURER MODEL DESCRIPTION C.H. '.�.t Bte AmentYtles / 7 Ea. Ironsmith Architectural Products 5tarburot Series 1 cast iron tree grate 72" round tree grate in halves Model # M7207 A.D.A. compiant and pedestrian safe (� ) Finish: enamel paint, black two (2) iightwell covers per treewell Contact: GAP Architectural Products i (407) 645-2854 7 Ea. Ironsmith Architectural Products Model#: 7201 one piece steel angle frame with standard LANDSCAPE CALCULATIONS Finish: Galvinized concrete anchors Contact: GAP Architectural Products Trees' 1 (407) 645-2854 Landscape Strips (10' wide x IS. frontage= required landscape area) Required/ Provided A.Indian River Drive 16 Ea. Dura Art Stone Model #: W-3-2-Z-22-5-7-1.613-2" Centered Balcony Planters: 1 tree/300 e.f. x 1,600 s f. of required landscape area 6 1 3' X 0 x 22" high Design Z Medlteranean Rectangular Planter Contact: GAP Architectural Products B. Atlantic Avenue 1(` M 645-2854 1 tree/300 s.f. x 1,600 91. of required landscape area 6 2 i 5 Ea. Peterson Precast Site Furnishings Model #: VP-6Ox24 60" square by 24" deep planter Finish: LS5 Contact: Contract Connection Required! Provided Color: Sand Tan 1(800) 432-2283 3 Total: 12 "A. 3 Palms =1 tree B. All Trees shall be 12' tall with 5' of spread and have a min. of 2.6"cal. at time of planting. Palms are min. of 10' ex. C. All trees at maturity will be at least 15' tall and 15' wide and can be maintained with 5' of clear wood. PLANT SCHEDULE Scale: 111= 10' CITY SYM. BOTANICAL NAME COMMON NAME SPECIFICATIONS Date: 9-20-04 BUILDING Trees Date Plotted: 6-13-05 6 C.H. Chamaerops humilie European Fan Palm 30-36" x 50-36" cerifera' 15 gal. 5' O.G. i I.A.E.P. Ilex attenuata East Palatka Holly 13-15' x 6-8' o ,� d' o 'East Palatka' 2.5" sal. at 4.5' above round level B&B in 2 L.L. Ligustrum lucidum Ligustrum Tree 9-11' x 7-90' b 106 gal. x o w eo 3 P.I- Ptychosperma elegans Solitaire Palm 16!r20' oa. y Japble 2 P.Ro. Phoenix roebelenli Pygmy Data Palm 5-15' o.a., B & B y Triple. SPECIMEN A sue, y 7 Ro.R. Roystonea regla Cuban Royal Palm 8' prey wood 2&28' o.a. matched, SPECIMEN q Pa 9 R.S. Rhapis Lady Palm excelea B&)3 SP�CIMEN y 5 W.R. Washingtonia robuota Washington Palm 2 41W 03. u 2 01& G3, 1 18' C.Z. rr7�� Shrubs V 48 Bo. S. Bouganvillea opectabills Bouganvillea foil 5 gal. with N runners, red m , J LU LL 75 B.P. Bedding Plants 4"pot 12" o e. Q N o i C 34 I.N.G. Ixora 'Nora Grant' Ixora 18-24" x 18-24" • 30 •�5 Nora Grant' 3 gal, 3' o.c. a 2i m 26 I.V.N. Ilexvomltoria Dwarf Yaupon Holly 15-18"x15AV, 'Nana' 3 gal. 30" o.c. �1 144 J.G.B.P. Juniperus conferta Blue Pacific Juniper full 1 gal. r 'Blue Pacific' 2' o e. �lr� V�J W U) co c� 80 R.I.A. RaphlolepleIndies Indian Hawthorne 1548"x15-18" �� m v 'Alba' 3 gal. 30" o.c Z • tom V, 23 S.A. Schefflern arborlcola DwarfSchefflera 18-24" x 16-24" N 3 gal:, W, o.c. '0 cc y 3 S.Re. Streiltzia regime Bird of 30036" x 30-36' Vr �.1 Paradise 7 gal. (sun grown) VJ /•�r 00 0 SPECIMEN L W 34 S.T. 5ansevieria trifasciata Variegated 24?-36" x 'laurentif Snake Plant 3 gal., 2'o.a �nP Mulch C.Y. Shredded C ress Bark MWth � a t } YP Ne&3r5 �x >r 0A MR- 6k``0y �A1§ Imo . �e1 a c cl O IRRIGATION DESIGN CRITERIA ty (�' a i. Sleeving shall be installed prior to construction to acoomodate all planting Areas `r `ir a yt and planters. All crossings under pavement shall be made using Schedule 40 PVC 3: ; "S`F�1 sized at least two sizes larger than the irrigation pipe routed through the 6leeve. a v K o 2. Water source shall be City water. py M w 3. Place plant material beds on separate zones from turf areas. 33nFw+ 4. Use Rainbird 1806 heads in turf areas.xi� ors a a 5. Use Rainbird 1812 heads in plant beds (in ground cover and along paved areas). 6. Use Rainbird PA-85 shrub risers in plant beds containing shrubs. Adjust height of ' sa'lirvnk,.' riser to height of plant after on years growth.) ` A � A 7. Do not use rotor heads against building. x m� a q�' s;i `• 8. Mainline shall be schedule 40 PVC. '�}� Fi " ,t M'���t. , '.W xw 9. Laterals shall be class 200 PVC.?•r 10. Zones shall be balanced (Le. close to the same gallons per minute for each {one.) 11. Controller shall be an automatic dual program controller. See plans for controller locations.INSa�a p 12. All crossings under pavement shall be made using Schedule 40 PVC sleeve ¢ized at ��g �a,,�� 7�#: least two sizes larger than the Irrigation pipe routed through the sleeve. 13. Irrigation installer shall submit final shop drawings showing piping, zoning,:pipe size, This11r8-n and The De signs Represented Herein are The Exclusive Property of Brad Smith valves, gallonage per zone, zone numbers, heads, pump, controller, etC. for Associates, Inc., and May Not Be Reproduced, approval Landscape prior to commencement. System shall be designed Used, mDisseminated Without Written Pemvssron. PP Y P P Y g 0 2003 Brad Sm A Associates, Inc. to provide 100% coverage to all plant beds and sodded areas. 14. Coordinate with Cityof Fort Pierce Utilities Department for exact locations of existing Registration: p 9 FL Reg. LA Corp. #0000305 service lines and for meter and backfiow prevention requirements. Bradley A. smith LA #764 , 2V15 Sheet Number L4 1 of 4 Z° Project #: 03-0083 LANDSCAPING SPECIFICATIONS PART 1-GENERAL 1. DESCRIPTION OF WORK A. Work included: This section is part of the entire Oct of contract documents and shall be coordinated with the applicable provisions of the other parts. D. 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 under this section 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), 5. 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 5HRU55: 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 5tandards for Nursery Plants 2nd ed., February 1998, State Plant 5oard of Florida. 4. PRODUCT HANDLING A. DELIVERY AND STORAGE: The balls of 5 & 5 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 CONDITIONS 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 as 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) -150 days. 2. Palms -1 year. 3. Shrubs 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, shall 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. 5U5MITTALS 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 A. NOMENCLATURE: Conform to the names given in Standardized Plant Names,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. B. 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. 13 & 5 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. 501): 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 3,10. A minimum of 50% of the total nitrogen shall be water -insoluble. Fertilizers shall have a salt index of less 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 lbs. of nitrogen per 1,000 square feet annually. B. Lawn areas shall be treated with a 6-6-6 fertilizers 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 N5TALLATIO N/APPLICATION/PERFORMANCE A. All plants except as otherwise specified, shall be centered in pits and Oct on compacted top soil to such 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. 5. 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 abutting joints, 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" shreddeol 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 intervals 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. 5. 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 f ON 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 1 =10 1: /i •Vi IIII�Ih� EXISTING 5UBGRADE ' 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. 51FIRU8/GROUND COVER PLANTING DETAIL �J it // "Il ,w A PKUIEGI iOn SOIL SAUCER TO HOLD WATER _ rGRADE TREE, ATTACHED At DIFFERENT HEIGHTS ALONG TRU #12 GAUGE DOUBLE STRAND NK ID GALVANIZED WIRE,TWISTED (3) 2" x 2" x S' WOODEN STAKES REMOVE COVERINGS FROM THE TOP & 1/3 OF THE WAY DOWN THE SIDE OF THEROOT13ALL EXISTING SUBGRADE - SEE PLANTING NOTES FOR BACKFILL MATERIAL COMPACT SOIL TO PREVENT SETTLING RECEIVING HOLE SHALL BE APPROXIMATELY 2 TIMES LARGER THAN ROOTBALL SMALL TREE PLANTING/STAKING DETAIL (Trees with 3" cal. & smaller) Not to Scale to X ETWEEN "x" DIMENSION GROUND COVERS 3'-O" ROUND COVER AND DWARF SHRUB 3'-S" DWARF SHRUBS 4'-O" WARF SHRUB AND LARGE SHRUB 4'-S" LARGE SHRUBS 5'-O" PLANT SPECIES SEPARATION DETAIL Not to Scale TOP 1/10 OR MIN 2" OF ROOTBALL 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 REMOVE FRONDS, LEAF BUD TO REMAIN (APPLIES ONLY TO SABAL PALMS) PALM BUD SHALL BE TREATED WITH LIQUID INSECTICIDE PRIOR TO INSTALLATION Scale: 1" = 20' Date: 9-20-04 Date Plotted: 6-13-05 $-4 PLANT SPECIES SEPARATION DETAIL Not to Scale TOP 1/10 OR MIN 2" OF ROOTBALL 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 REMOVE FRONDS, LEAF BUD TO REMAIN (APPLIES ONLY TO SABAL PALMS) PALM BUD SHALL BE TREATED WITH LIQUID INSECTICIDE PRIOR TO INSTALLATION Scale: 1" = 20' Date: 9-20-04 Date Plotted: 6-13-05 $-4 v O to 0 N rn .b • ^y .s x o w bA b N o 0 rn N .,_.,, � Wco _J I.L. m O a CC 0 0 rr V J M '� � • N zSz� S W m �. > ' J 0 to N ti � p N CC = v T1 con 7 0 /� Z00 0 +C„I"i W W BURLAP TO PROTECT TREE, .��..� MIN. 5 LAYERS This Drawing and The Designs Represented Herein are The Exclusive Property of Brad Smith (2) NON -SLIP METAL COLLARS, Associates, Inc., and May Not Be Reproduced, ed, or Disseminated Without Written Permission. ©2003 Brad Smith Associates, Inc. (3) 2"x4" WOODEN STRIPS OVER BURLAP Registration: (3) 2"x4" WOOD STAKES NAILED TO STRIPS Reg. LA Cotp. tl0000305 AT TREE TRUNK W/ STAKES AT FINISH GRADE Br radley A Smith REMOVE BURLAP FRO44 TOP OF FOOTBALL I,nahha (REMOVE ALL BURLAPIF IT 15 SYNTHETIC) 3" MULCH (SHALL NOT BE SPREAD ON TOP OF ROOT BALL) FINISH ' GRADE ° (3) 2"x4" WOODEN STAKES 1 °:° SET FLUSH W/' INISH GRAD f E _- •a d' °, EXISTING SUBGRADE' COMPACTED SOIL TO t I I ll I I I �_ SEE PLANTING NOTES FOR PREVENT SETTLING BACKFILL MATERIAL RECEIVING HOLE SHALL BE APPROXIMATELY 2 TIMES LARGER THAN ROOT BALL STAKED PALM TREE PLANTING DETAIL a ca e Sheet Number L-2 2 of 4 Proiect#: 03-0083 ( ;A —--y�--- - 1 - -rr -- -- = -- — —. �� 7� IRRIGATION NOTES 1. Verify all conditions and dimensions Shown on the plans at the rite prior to commencement of work under thin contract. 2. All irrigation installation Shall conform to local coder. 3. Piping on plans is diagrammatically routed for clarity --route to avoid conflict with specim n piantr and light poles. Design modifications may be made only as neceaeary to meet fiel conditions and only ae acceptable to Landscape Architect. Laterals shall be sized such t hat the water flow velocity rhail 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 Clara 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 rhail be buried a minimum of 16" below grade. 8. All laterals shall be buried a minimum of 12" below grade, 9. All valve boxer 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.I.I.C.) Contractor Shall Install grounding rods per manufacturer's recommendations. 11. Place wiring to rain Sensor and by -parr switch in seal -cite flexible conduit, firmly secured. Mount rain sensor on dumprter enclosure. 51ze all sleeves min. 2 sizes larger than irrigation pipe. 12. See Technical 5pecificatione on sheet 1-2. 13. All irrigation heads to be installed min. f from all rtructurer. 14, 5yetem has been designed bared 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. NOTE: Around the building, all bubblerev are or-_-_ zone Al. All spray heads are on zone A2'). a Contractor to locate irrigation controller inside utility area. M i i �I r Irrigation Flail Enlargement 1-1 J 5CALE: 1" =10' 15 121 a M ME Zone # G.P.M. Valve Size Sprinkler Type Precip, Pate BUILDING Al i 00 1' Bubbler N/A A2 V70 1-i/2" Plant Bed 1.85 ,w 0 %V: Y'Y- IRRIGATION LEGEND P.ainbird 181212" pop up to be installed using a 1/2" x 12" heavy -- walled flexible PYC pipe connection. (see nozzle Selection chart) Rainbird 18065 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 MPF' to -- V 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 wally or paint avocado green in plant beds. P.ainbird 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. Painbird E5P-8LX PLUS Wall Mounted Controller ® Glen -Hilton Products Mini -click 11 Pain Sensor. See plans for mquriting locations. Place all wiring in conduit mounted on wall. Include By-pass Switch Box, mounted on dumpoter wall near controller. Rainbird PE55-MS-D series electric remote -control valve in Anictek VP10 valve box. (provide min. 2" washed river rock in bottom of 11" box). VALVE 51ZE SPECIFICATION IIt 100-PE513-PR5-0 (set pressure regulators to provide 30 p.e.1 for Sprays and 45 p.S1 for rotors at farthest heal from control valve) 1-1/2" 150-PE55-17RS-D (set pressure regulators to provide 30 p.0.1 for sprays and 45 p e.i, for rotors at farthest head from control valve) aalve # Valve GPM Valve Size Schedule 40 PVC Mainline (2" Size) Schedule 40 PVC elv. (min. 2 sizes larger than pipe running through1t). NOT: Connect to existing water meter. Coordinate loc tion with general contractor. '1 t �7 NOZZLE SELECTION CHART Symbol Pattern ■ Rainbird 1812 with F nozzle C Rainbird 1812 with H nozzle M Rainbird 1812 with T nozzle M Rainbird 1812 with Q nozzle 91 Rainbird 1812 with E5T nozzle EI Rainbled 1812 with 55T nozzle 15 Rainbird 1806 with H nozzle O Rainbird 1806 with T nozzle 0 Rainbird 1806 with Q nozzle Rainbird 1806 with E5T nozzle Rainbird 1806 with 55T nozzle Rainbird 1806 with VAN nozzle ♦ Rairibird PA-85 on polypipe with 1401 nozzle 17 Rainbird PA-85 on Shrub riser with H nozzle Q Rainbird PA-65 on shrub riser with Q nozzle ® Rainbird PA-85 on Shrub riser with C25T 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 Rain Bird VAN Series nozzles for areas where preset nozzle patterns overspray onto undesired areas, adjust as necessary IM610 to be installed min. I' from all structuree O i/2' IP5 FLEXIBLE LATERAL LINE TO BE INSTALLED BYCONIRACTOR. INSTALL 7 13 FLOOD EMITTER ABOVE SOIL, BURY POLY TUBING Z 13ELONSOIL LEVEL O DECORATIVE PLANTER - OWNER SUPPLIED/CONTRACTOR INSTALLED. DRILL. (1) Z i dls. HOLE FOR PVC LATERAL LOCATION MAY VARY DUE TO FLOTGROUPINOS, 2 VERIFY LOCATION PRIOR TO DRILLING. SEAL P075-WITH APPROPRIATE SEALANT. s POROUS LANDSCAPE FILTER FABRIC 3 a B GRAVEL DRAIN ROCK - 4 PLUMBERS TOILETTANK SFAL AROUND SLEEVE. DO NOTSEAL POT- ALLQW TO O6 DRAIN. ROLL AND SET PUTTY AROUND CONCRETE OPENING TO CREATE A WATERTIGHTSEAL, PREPARED BACKFILL MIX.. (Do NOT UTILIZE MATERIAL WITH IRON 5UPPLEMfNTS} 6 110 THREADED MALE ADAPTER WITH FULLY ADJUSTABLE FLOOD BU1354 O7 ANGLE FLEX PIPE AWAY FROM CENTER OF POT. - Oa FINISHED SURFACE O 6' 5LEEVE to PVC IRRIGATION LATERAL LINE BY OWNER TO BE INSTALLED PRIOR TO PAVING. 17 GRAVEL SUMP 12 NOTE ALL POTS SHALL BE PRE -DRILLED& POT.IRRIGATION NOTE: INTERNALLY SEALED BY CONTRACTOR NOT TO SCALE SCHEMATIC ONLY. 2 73 Scale: 1" — 20' Date: 5/25/05 Date Plotted: 7/6/05 0 �00 s~ O bA 3 W Cd A a d f + r 4 YJ •; • t. u � • • W This Drawing 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, loc. N4 /T. V../—V V V✓ yVI �a SECTION 213 - IRRIGATION SYSTEM PART 1-GENERAL 1. DESCRIPTION OF WORK A. Work inc u e : is 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 is 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 plans 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 A55URANCE 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 maybe made only as necessary to meet field conditions and only as acceptable to Landscape Architect. Piping shown on plans 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 plans prior to commencement of work. D. CODES AND STANDARDS: Work shall comply with the American Society for Testing and Materials (ASTM) and National Electrical Code. E. REQUIREMENTS OF REGULATORY AGENCIES: Work shall comply with codes, ordinances, and regulations of all governing authorities F. WATER TESTING: Contractor shall test the salt content (chlorides and t.d.$) 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 safeguards for the protection of the public. He shall be liable for any damage or injury to person or property which may occur as 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 system is 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 materials 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. Crossings shall be installed prior to compaction of subgrade. 2. Irrigation installation shall not begin until rough grades have been established. 3. Contractor shali'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 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 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. 51-113MITTAL5 A. After completion of piping installation, Contractor shall furnish the Owners representative a reproducible "as built" drawing showing all sprinkler heads, valves, and pipelines 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 sheets 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" drawings and instructions and parts lists 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 unless otherwise indicated: All PVC pipe shall be 100 P51, Polyvinyl Chloride (PVC 1120) ASTM-D2241, Type 1, N5F approved. 2. CROSSINGS: 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-D2466 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. RISERS AND SWING JOINTS: A. Risers and swingjoints 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 13OXE5: 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.G. 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 adjustments 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 shoring of earth banks to prevent cave-ins. Restore all surfaces, existing underground installations, etc., damaged or cut as a result of the excavations to their original conditions. 2. Trenches shall be made wide enough to allow a minimum of 2 inches between parallel pipe lines. The minimum vertical clearance between lines crossing 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 curbs or paving to minimize interference with plants and their roots. Coordinate with landscape installer regarding proposed plant material locations. 4. Keep trenches free of obstruction and debris 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, trees and other permanent obstacles. B. PIPE LINE A55EMBLY 1. Install plastic pipe as recommended by the manufacturer and provide for expansion and contraction. Cut plastic pipe square. Remove burrs at cut 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 nonsynthetic 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 set 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 connections 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. 5prinkiers on risers 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 heads 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 passing under existing or future paving, construction, etc., shall be encased in plastic pipe as specified, extending at least twelve inches beyond edges 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 less 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. BACKFILL AND COM ACTING: After system is approved or sections thereof, backfill excavations and trenches with clean soil, free of rubbish. Backfill for all trenches, regardless of the typ of pipe covered shall be compacted to a minimum 90% of its maximum density (A 5HTO 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. LABELS A. 1. Number eac i zone valve box on underside of valve box cover with a black waterproof narker for reference. Numbers shall match the zone numbers on the drawings. 2. Number eac i zone valve control wire at the controller with a waterproof marker and tags. Num ers 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 system. 2. It will be the Owner's responsibility to maintain the system in working order during the guarantee period, performing necessary minor maintenance, keeping grass from obstructing the sprinkler heads and preventing vandalism and damage during the landscape maintenance operation. CLEANING: The Con ractor shall at all times keep the premises (grounds and pavements) free fro accumulations of waste material or rubbish caused by his `. employees or work. WIRE PER LOCAL CODE(5) SINGLE THROW WEATHERPROOF 15 AMP SWITCH ELECTRICAL CONDUIT 120V. POWER WIRES CONNECT CONTROLLER WITH A MAXIMUM RE51 CONTROLLER MANUFA( WILL INSTALL A MINI -CLICK C0N0LL�R WAIN RE NAITCH AND O THE COMMON WIRE. INSTALL RAIN SWITCH IN LOCATION IN THE WEATHER. 14 7 1111110-`10=1 I 11111, in PER5PECTIVE ND TO A GROUNDING ELEMENT E AS RECOMMENDED BY THE NTROLLER 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 7 AVOID OBSTRUCTION OF SPRAY BY PL NT MATERIAL FOR 1 YEAR FROM TIME OF INSTALLATION. 0 w OC I a PVC CONDUIT TO START OF THE MAINLINE NOTE: Install he. grade levi POLY -PIPE TO BUBBLER UNDER MULCH ON ROOT MALL PVC TEE SXON OR ELBOW LATERAL LINE Y THREAD TO POLY -PIPE ADAPTER (2 EA.) NOTE: INSTALL BUBBLER ON TREE BALL. TREE BUBBLER INSTALLATION NOT TO SCALE ROTARY I'Of -UP HEAD SPRINKLER Not to Scale PLACE DUCT TAPE OVER "PROVIDE A 16" MINIMUM END OF RISER (TYP) COVER OVER MAIN LINE CRO56ING5 A5 NOTED m 12" MINIMUM _ flIM Q� nc f Jet PLASTIC NOZZLE PLACE 1 PVC LATERAL MAIN (SIZE INDICATED ON DRAWING PLASTIC 5HRU6 ADAPTER DO NOT GLUE ELBOW SLEEVE DETAIL Not to Scale PLANT MATERIAL FINISH GRADE/TOP OF MULCH 1/2" UV RADIATION RE515TANT PVC 5CH 80 NIPPLE (LENGTH AS REQUIRED) 1/2" 9011 PVC STREET ELL (SLIP x THREAD) �- 1/2" x 12" HEAVY WALLED FLEXIBLE PVC PIPE (USE FLEX GLUE FOR CONNECTIONS) 5 r y 5hub Riser 5 NOT tO SCALE PVC 5CH 40 TEE OR ELL PVC LATERAL PIPE POI -UF SPRINKLER AT GRADE NOT TO SCALE ['7sT� HEAVY WALLED FLEXIBLE PVC PIPE CONNECTION 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/TOP OF MULCH REMOTE CONTROL yALVE: PVC 5CH 80 NIPPL (CLOSE) PVC SCH 40 ELL PVC 5CH 80 NIPPLF (LENGTH AS REQUIRED) BRICK (1 OF 4) 5CH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND 5CH 40 ELL PVC MAINLINE PIPE. PVC 5CH 40 TEE 0r ELL PVC 5CH 40 MALE ADAPTER PVC LATERAL PIPE 3.0-INCH MINIMUM pEPTH OF 314-INCH WASHED GRAVEL 2" MINIMUM SCHEDULE 40 PVC SLEEVES TWO 51ZE LARGER THAN PIPE SIZE INDICATED ON DRAWING SPRINKLER NOZZLE 6" OR 12" POP-UP SPRAY HEAD ELLS Scale: N/A Date: 5/25/05 Date Plotted: 7/5/05 C) 0 o0 O bA � N o m � A Cf3 Z ® Z � FAEN co ` 0 Uea) W �2 ,a ca N • �� u r�7 � � W T�4r" V1 ~ M m Laid • r� c= � � W N U aN v 0 O ca Cn No M co Z WJ 4y X$���In o P - z z �. n , -g, {NJ - ff S1 /rl '1�1 U MOO ,: w �` o0 3 i w av:!-riiftr�,. vim. n a. This Drawing and The Designs Represented Herein are The Exclusive Property of Brad Smith Associates, Inc., and May Not Be Reproduced, Used, or Disseminated Without Written Pemiwiom ® 2004 Brad Smith Associates, Inc. Registration: FL Reg. LA Corp. #0000305 Bradley A. smifh`� LA #7b4 � Sheet Number 1-2 4 of 4 Proiect #: 03-0083 11 GENERAL NOTES' 1. LOUVER SIZES INDICATED ARE FOR MINIMUM FREE AREA REQUIRED. ACTUAL LOUVER SIZES SHALL BE AS INDICATED ON ARCHITECTURAL PLANS AND ELEVATIONS. 2. COORDINATE LOCATION OF ALL CEILING MOUNTED AIR DISTRIBUTION DEVICES WITH ARCHITECTURAL REFLECTED CEILING PLAN AND WORK OF ALL OTHER TRADES. 3. READ SPECIFICATIONS. 4. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. VERIFY ALL REQUIREMENTS WITH EQUIPMENT SUPPLIED. 5. 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 6. COORDINATE THE ELEVATION AND LOCATION OF ALL EXTERIOR WALL MOUNTED LOUVERS WITH ARCHITECTURAL DRAWINGS. ALL EXTERIOR LOUVERS SHALL BE PRIMED AND PREPARED FOR FINAL FINISH. 7. ALL RETURN GRILLES SHALL BE FILTER BACK, 22X22 UNLESS NOTED OTHERWISE. B. ALL SOUND ATTENUATORS SHALL BE 3'-0' LONG UNLESS NOTED OTHERWISE. RVA.C. KEYNOTES' ❑j PROVIDE UNDERGROUND PVC CHASE FOR REFRIGERANT ONES. ROUTE REFRIGERANT LINES FROM AHU TO ASSOCIATED CU VIA PVC CHASE. SIZE AND INSULATE PER MANUFACTURER RECOMMENDATIONS. ❑2 LOUVERED DOORS BY OTHERS. (REFER TO ARCH.) 0 6" CHILLED WATER SUPPLY AND RETURN UNDERGROUND MAINS. ROUTE AND CONNECT TO MAIN CHILLED WATER LOOP. COORDINATE PITH 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 LOCA11ON 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 WITH 114 SCREWS WITH GASKETED WASHERS LOCATED 12 INCHES ON CENTER MAXIMUM AROUND CONDENSING UNIT. ❑5 PROVIDE WITH INTERNAL CONDENSATE DRAIN PUMP. ROUTE AND TERMINATE AT HUB DRAIN IN MECHANICAL ROOM. INSULATE WITH 1/2' ARMAFLEX INSULATION. 6] MAIN CHILLED WATER SUPPLY AND RETURN SHUT-OFF VALVES IN VALVE -BOX WITH TRAFFIC COVER, CHILLED WATER INSULATION VALVES CAPPED FOR FUTURE TENANTS. ❑8 CHILLED WATER SUPPLY AND RETURN PIPING BELOW GRADE ROUTE UNDERGROUND TO AHU LOCATION AND RISE. ❑9 PROVIDE 2 HOUR RATED ACCESS DOOR FOR ACCESS TO VALVES. 90 PROVIDE 48X24 COMBINATION HEPA FILTER/FAN DIFFUSER UNIT EQUAL TO PARR MODEL LPFU 48X24:1/3 HP 0 120V/10. 11 2' CHILLED WATER SUPPLY AND RETURN PIPING TO AHU-G.1 COIL CONNECTION, FIELD ROUTE PIPING AND MAINTAIN ALL REQUIRED CLEARANCES FOR EQUIPMENT ACCESS. 92 PROVIDE FIRE/SMOKE DAMPERS AT ALL PENETRATIONS OF WALLS ENCOMPASSING SPACES SERVED BY GAS FIRE SUPPRESSION. INTERLOCK DAMPERS TO CLOSE UPON ALARM CONDITION. 13 6' CHILLED WATER SUPPLY AND RETURN RISERS UP AND DOWN. 14 ROUTE CONDENSATE DRAIN LINE THROUGH CEILING, DOWN IN EXTERIOR WALL AND TERMINATE B' ABOVE FINISHED GRADE IN PLANTER. 15 ROUTE CONDENSATE DRAIN LINE FULL SIZE FROM STAINLESS STEEL DRAIN PAIN TO HUB DRAIN IN MECHANICAL ROOM. SEE PLUMBING DRAWINGS FOR CONTINUATION. (I 4 / .dpF 1 1/4'CHWSd3t` 94 12X1 NOTE: CEWNG 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.) MEMO] P I ewwE+�N��: , ] rar. nu 44�0 11 mi r #13X1t: . f MDG 12/12 l F_FP !/12 /A91 F) nlop P0014 014 I 11 I 7 6Xr;_- 100CFM 8.0 8X6-RG 800 - 800 6 -2SLOT ifP:4 �. 200CFM ras��-µa°�� � LF�',20/8 8°0 10/12 8/6 10/101 A' SW a " \N I � L w k , E , ;�. 1 $ s a 12 10 µxl� ari I " H 50CFA B m s v 50CFM E7 1 1/2' m_ 1242 V' ZCfirfT 7 1 t/2" t -- are 3 $ izxw 9 1180 51f b. BUILDING PLAN STREET LEVEL - MEL'CHANICALel� 1, a m S ALE: 1 /8 = 1'-0" 6 SA 11 .8 -R l _ sly, T ,7 ID -. 14/8, BX8-RG 1 1F€�"I� 33 6/10 1550CFMW al Lli Y a a Z_o m Q N 0 Q O aOo M m'NN m et Z Q j Ld H z mOL 00 Q Q U cV Sr, auj F J Qv Z at > m ui O Q Q Z �m0 Lij LJ >� 0 z RVA.C. LEGEND 12/to DUCT SIZE, WIDTH/DEPTH J Q JASON L E OR. P.E. FLEXIBLE DUCT LLJ(f) 427 CENTNRTEEG E M SUITE 1825 (n ALTAMONTE SPRINGS FL :5 FL REG NG: PE57713 MANUAL SPUTTER DAMPER E SUPPLY DUCT (TURNED UP) x, SUPPLY DUCT (TURNED DOWN) SI RETURN DUCT (TURNED UP) iP I: I RETURN DUCT (TURNED DOWN) MANUAL VOLUME DAMPER --I MOTORIZED VOLUME DAMPER ❑ AD ACCESS DOOR U L-- INCLINED RISE (R) OR DROP (D), ARROW IN DIRECTION OF FLOW w TRANSITION Q o TURNING VANES Qa FLEXIBLE CONNECTION o Q o< FIRE DAMPER ® SUPPLY DIFFUSER, SEE GRILLE REGISTER AND q DIFFUSER SCHEDULE FOR DESCRIPTION THROW DIRECTION INDICATED ON PLANS w ® RETURN REGISTER, SEE GRILLE REGISTER AND DIFFUSER SCHEDULE FOR DESCRIPTION F-- ®EXHAUST DIFFUSER, SEE GRILLE REGISTER AND U DIFFUSER SCHEDULE FOR DESCRIPTION 0 UNDERFLOOR MIT, 150 CFM UNLESS of O NOTED OTHERWISE LI �SA SOUND ATTENUATOR THERMOSTAT I HUMIDISTAT SD SMOKE DETECTOR — CD — CONDENSATE DRAIN LINE — R — REFRIGERANT UNE/CHASE —CHWS— CHILLED WATER SUPPLY —CHWR— CHILLED WATER RETURN E N --- -- UNDERGROUND PIPING Z 0 ❑X PLAN NOTE DESIGNATION 6 �> ucl_ DOOR UNDERCUT a N Q Z © Sur. ,04 THESE FI S AND THE INFORMATION SHOWN HEWN ARE THE MPE X ERUND 3 DROENW. ARCHREM, PA AND REPRODUCNIONS DISCLOSURES OR USE DNMN IN WHOLE OR IN PARE ES EIIPRES6I.Y M- HIaIEO WOW WRM PERMISSION. COMM. NO:. 040503118 DATE: 04 ✓ANURRY, 2005 e BY: RY CH'KO: JT !N�(i%ASSOCIA7M /j� SHEET NO. Camift Engfneara Orhnsle • Ft Pbrc» • West Pol Balch • FL Myere �1 427 Centerpohte Cade, SWte 1826 ARemonte Sptgk FL 32701 (407) 332-M Fax 407) 332-7704 / www.Odassociaies.com ASSOCIATES comAhm OP woasvAMW mm OF INC. %�i ff AT q^/ p^ p��ry g/��q p g�yry}� a ti S i ei L # R S'i'id £:fl B.VSli y r # lip WR ,.I DIN as 1 , i # e N�..{....mp,ei.,,n,: ..,fyf..q...p d ., 33R�"Sr'6.iFd fS6 i44L".J RV.A.C. KEYNOT17S � ��� G B s 1 3" CHILLED WATER SUPPLY AND RETURN PIPING TO AHU-1.1 W. U� ❑ �,�i— CEO CONNECTION. FIELD ROUTE PIPING AND MAINTAIN ALL L� --------- COIL ! }# REQUIRED CLEARANCES FOR EQUIPMENT ACCESS. # OR -C' 14 6' CHILLED WATER SUPPLY AND RETURN RISERS UP AND X 9 m lII& # 8XB-EG UC / i° DOWN # j? �_ gym. �:� ., r.i@' 71 3 ROUTE CONDENSATE DRAIN LINE FULL SIZE FROM STAINLESS i U�� 1� STEEL DRAIN PAIN TO HUB DRAIN IN MECHANICAL ROOM. SEE µ fim"'mUs _� W'60 14/14 UP PLUMBING DRAWINGS FOR CONTINUATION. w- . TO EF-R1 1 �s mm _ EllEL�.° t00CFM # "1 pp� i C d Sealke fluy OPEN Office � i EL-J, . LID .A, ..a W #{y El 03 r.,,, C-,` ., # # 333 € f �' �'--�'1It � .., t ® &1 s(G.z"ta�d9? AHU-1,1 11 I lYla L]I �,... 18/14 ,. i 36X24-OAL 2 3 rAff Aft m r" $R.{�LGLksyy�+{k AWFJTi XE rFILE ' f l09, 02E I CUP, 1111y iW 1z� i BUILDING ° AN FIRST FLuo""CiR — t e, ' i S'- 12.2 P CJ I F OCI ASSOCL47EA AC. caws awhows Orhndo - R morm - Weal Pon Beach - R wav 427 Centerpdhte Cade, Sate 1825 ARemonte FL 32701 (407) 332-M Farr 407) 332-7704 www.odamodateamn W o Z° m N F- lxl ED 1— t0 Q N NMM Q p m m N a oar Z accm W I— z < mpLo Q a LL ^ F— —# Q v Z :) ? m w J a p z Of LoW W cD > ct ,nllllllu�,�.nllllllle, p i ; ed11111I111I�i�IIIIIN�. ��III�IIIIIf'�I�III�II�I�'I • QG o W a r p C W �+ W Of p OL LL © SfPr. w THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EUWND k OREENEAS, ARCHREM PA #NO REPROWCWNS, DISMOSUNES OR USE THEREOF IN W OR M PAR IS EEPAESSLY PRO- HIIWEO WRHOUT WR01EN PERMI'SION. COMM. NO: 04OS03PB DATE: 04 1401kY, 2005 BY: RY CH'KD: Is SHEET NO. AssoclA rEs OF 14 artEc. inF CD CD ze ") . dam. 07 -.'. ri a: a U ¢�cn z� w C/) _Eli Jd a ",C t001c_ai 3FLE,T Cc- 50-' All Es Pq MY- I Ir- 36X24-OAL A fl,Mt" Ft RBI 0 f¢ f�iTkgy�{`fw {>� 1 I au. DOI ��.J � 10 16 ;,. "'"""1 � u �¢ F-71 100� a $ Cl cil }}yy ITr,.. �.. F,11 �{$ni { f??�fLSb . _ -:-� m € f2da A' 1 C49T :X, 75 I Cl U Eck E i I 5-3/4' FORMED LINTEL W/2 #4 BARS TATE FLOOR ASSY. AHU = CLOSET o b 10-1/4' MASONRY OPENING HGT SEAL ALL EDGES OF DUCT TO MASONRY AIR FLOW 1 TAIL a DUCT PENETRATION I-2A SCALE: 1-1/2" = 1'-0" KQTES 1. WIDTH SHALL BE 22-1/4' MASONRY OPENING. 2. THIS IS TYPICAL AT THE FIRST THROUGH FOURTH FLOORS. 3. SOME LOCATIONS REQUIRE FIRE DAMPERS NATHIN THE DUCTWAY. w J n O Z M w �0 a �No NMN Q om ao M m N c �Q� Z a g I J_0) w o a moLn N U N CL=� o Ld -1 a `. Z X uj �m .. a w moz 0 En w M w tp > 0- 0 z a I 24< ~ A RV.A.C. GENERAL NOTES: 1. DUCT CONNECTORS SHALL BE 6'0 UNLESS NOTED OTHERNASE. 2. ALL FLOOR DIFFUSER GRILLES AS MANUFACTURED BY YORK o c� SHAD_ BE BLACK IN COLOR. y 3, UNDERFLOOR A/C SUPPLY DUCTS DO NOT REQUIRE ry INSULATION. 4. PROVIDE LEAK DETECTION SYSTEM IN THE AHU ROOMS. LEAK ~ DETECTION SYSTEMS SHALL BE INSTALLED IN THE FLOORING w SYSTEMS UNDER EACH MAIN MECHANICAL ROOM FOR THIS � PROJECT. AT1M FOR EACH ROOM. PROVIDE DETECTION CABLE TO RUN FROM THE CONTROLLER AND AROUND THE 0= a � 0 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 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 NATHIN 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 MATH THE TEST AND BALANCE SHALL BE A PART OF THE GENERAL CONTRACTOR'S BASE BID. c m Q � n s > w o N O 1 Z © SEPT. '04 THESE PW s AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF MND k DRITENRAS, ARNn Pi, PA MO REPROMICTONS, 0SC D"M OR USE THEW IN WHOLE OR IN PART 5 UPRESAY PRO- HIWIEO WIINOIR WRITTEN PERumim. COMM. NO: 04056311B DATE: 04 ✓ANDARY 2005 BY: Ry CH'KD: .0 OCI ASSOC14TE3 INC.'4,' SHEET NO. C�ifg'-'.y we 8 OHando - Pt Pkrce - War PAM Beach - Pt Myere/1� 427 CentwpopTte Cade, State 1825I I /% / J 2 AltamoMe SpYalpe F1 32701 c4071 332-6M ru f& 332-7704 N "w.odammiatetoom OF 14 CER ICATEOPAuIHOfcATIONilEa RVA.C. KEYNOTES: I i 0;11 3' CHILLED WATER SUPPLY AND RETURN PIPING TO AHU-2.1�COIL CONNECTION. FlELD ROUTE PIPING AND MAINTAIN ALLREQUIRED CLEARANCES FOR EQUIPMENT ACCESS. ¢ 1 I ❑6" CHILLED WATER SUPPLY AND RETURN RISERS UP AND a �� tu E I 2 DOWN. .. E � i fr- 17 IMES ❑PROVIDE FIRE/SMOKE DAMPERS AT ALL PENETRATIONS OFD WALLS ENCOMPASSING SPACES SERVED BY GAS FIRE SUPPRESSION. INTERLOCK DAMPERS TO CLOSE UPON ALARM Z CONDITION. _ 2 LI ❑4 ROUTE CONDENSATE DRAIN LINE FULL SIZE FROM STAINLESS A /V6 STEEL DRAIN PAIN TO HUB DRAIN IN MECHANICAL ROOM. SEE, PLUMBING DRAWINGS FOR CONTINUATION. --• IQru _� w.�ww d4` k 5 t:TO Ct' a 1 GEI27F.. ot, L f MID, A401 r OMZ 1 §0 Cr aa, �..,.....,... i.., w.j...." 36X24-OAL 2F� 5,c1, � 14 7 ��' 111, ait. 212 t ® I '1.^ s°� err FDr--j to m tUC E 14/14 UP TO EF-R Aft 401 tip — Me emI MIN❑0 _ 4 T"Y l _. OPEN F >s PRfRiRR s°A1"E,hif'1y, __. ,d.� .$°{�`;kP. E°6- Ll ,l I L �CD ..... .........._.._.. 2. ........ _........ ... p y^qp p ff zk &ro S IIQ FD f BUILDING_ MECHAN er. giga.� Opt,PL -i-D g ¢ 71 SCALE: 1I= i'-J 4 0 sys°rf' r4RREes AAMIrf; r LLI J n' Z m V) F- L.I o F- co a ��o in Q O VIre) N m V))_ Do o o a r Z a U J�C) tW- z m 0 Lo a N N Z U C' i\ r) LAJ F- c `� Z v LLJ rm .. J a 0�OZ u')w02 Ld to > n_ � o � •V aaa W G v � C V ti ti ^o oc CT ry U W O A; of O n_ L� z Z O in W a 0 0 z © SEPr. •04 THESE PIA�THED THE INWRIOTION SHOWN HEREIN PROPERTY O EUND a DRIIENMS, ARCHRECTS, PA mo REPROWD ow, osmoSURES DR USE TREI IN WHDLE DR IN W IS EIIPRESSLY PM- HIeiEO WTIH00 WRITTEN HUMSTDN. COMM. NO: 040503P8 DATE: 04 .14 MAR➢, 2005 BY: RY OCI ASSOCL4= AC. SHEET NO. Corrnift Eng*xwe Orlando • R Marc* • Wed Pefn.Beach - R W-sm 2 — 427 Centerpointe Circle, Suite 1825Afterrionto Sp 32701 J (407) 332-5)10 Pam 4D7) 332-7704 w".001assoclatOB.mm ASSOCIATES CENW 715OPN1npiRAT MV INC. OF 14 �,1 n 40 i 4 e 36X24-OAL 6' RV.A.C. GENERAL NOTES 1. DUCT CONNECTORS SHALL BE 6"0 UNLESS NOTED OTHERWISE. ""' s " �T ` +202 3 I ALL FLOOR DIFFUSER GRILLES AS MANUFACTURED BY YORK T SHALL BE BLACK IN COLOR. 75�c'�a1 r 3. UNDERFLOOR A/C SUPPLY DUCTS DO NOT REQUIRE r I �„ INSULATION. r s� _` ^£"� �p 4. PROVIDE LEAK DETECTION SYSTEM IN THE AHU ROOMS. LEAK 75�c y 1 y E?, DETECTION SYSTEMS SHALL BE INSTALLED IN THE FLOORING O �� � � -"� SYSTEMS UNDER EACH MAIN MECHANICAL ROOM FOR THIS 3�,, PROJECT. AT1M FOR EACH ROOM. PROVIDE DETECTION -16 ; CABLE TO RUN FROM THE CONTROLLER AND AROUND THE AUDIO I (:C PERIMETER OF THE ROOM. PROVIDE ALL CONTROL INTERFACES { 4� pq i . Z47 t i MAIN NCOUNTY OFFICE INSYSTEM TOI LDING THE EVENT OF LEAK ETEMS SYSTEM TO ECTIONT THE LOCAL ANNUNCIATION SHALL BE PROVIDED AT THE MAIN 1R, Off > SECURITY DESK AS WELL PROVIDE FOR ROOMS Ot$, 177, 223, s T `` rr , I REC`E TION FZI � 32o AND 425. 5. PERIMETER HEATING SYSTEM DUCTWORK LOCATED WITHIN THE FaFD K_a L _56 � RAISED FLOOR SYSTEM SHALL BE INSULATED TO MEET i1 r 3C ,, pail£ WA MINIMUM CODE STANDARDS. VD 8. TEST AND BALANCE - THE TEST AND BALANCE SHALL BE BY "` Y AN INDEPENDENT TESTING AGENCY PER SPECIFICATIONS U�-- ��-� �i: 1 £4 ^I� SEC1ION 15981. SEIMENS CDRP WILL CERTIFY THE CONTROLS L j L -( AND STATIC PRESSURE OF THE UNDERFLOOR PLENUM AT THE Room _" _ _ TATE SYSTEM. EACH DIFFUSER BOX SHALL BE TESTED TO t 'k-J ENSURE 150CFM OUTPUT. COSTS ASSOCIATED WITH THE TEST PIE(° p Iy AND BALANCE SHALL BE'A PART OF THE GENERAL i"� ' `� _ CONTRACTOR'S BASE BID. 3' n S. —1'—_ � T �: s l ,» d 3 �x .., ,. 22 0 e .„.. ? _.,------- Mg........� UJ �3Ta4 " r 27 - o y _.�1�y i I 1' MINIMUM ` ¢ °. 50 '--r �., _.,, J3 t '� F- TYPICAL OVERLAP y f X" ON ALL IDES OF DAMPER Wo i € _ € ff 1 Cal r11f s.,"� m�.... ( �, 1 -a INSTALL DAMPER y I `. "� '- PER MFRS, U.L 3 j "„„- p WWI � INSTRUCTIONS 2 g�] t fF 1� #� 1� � � � � � � y gRxr to kf I s „i -- "-"q"" _y".• __„ _. .._..� i ._._.„., OUCf - _ __ � ITEM DESCRIPTION 100" y �3-y 1, U.L LISTED FIRE DAMPER OPERATOR (12OV) 3 - - ��` ° �" � � 2. FUSIBLE ROD (1357) n D ID ., �6 fC L— -a I II _ � 3. AUXILIARY OPERATING JACK SHAFT ;s t3Ly X 0 71 E F�`a VD 221610 29 ' 4. DAMPER FRAME fe f �` :y 5. FUSIBLE LINK WITH LOCK (135F) to AwF4 € . r' ! S#C _ 6. SLEEVE r - , _. _ ------- 7. NEGATOR SPRING 1 ( 8. MOUNTING ANGLES (1 1/2" X 1 1/2" X 16 GA) § r K 1 9. JOINT, BREAKAWAY (CON, F-71 7 UC u.� ". ,w.3 _i y 10. CAULKING MATERIAL _ 1p7 I T Y� 11. DUCT ACCESS DOOR (i8� c „F „ m-m w.,., „Ef j e�,ei'�g3 Fill, €€ �l it MAX ®L. LISTED SMC Ld J Z_ ° o . m V) w wa c0 Q Z N O Q U m to M 04 m C? N Do o p Z a g J Q, Ld 1— o a mo10 Q z Q N ni uj Z LAi �m Ja MOZ 0 to W O W (0 > IL I J Q JASON L SMIT4, P.E. LLJ 427 CARPOINTE CIR, SOITE 825 (n ALTAMONTE SPRINGS. F1 32701 Ft.. REG NG: P 7743 1/8"/F( EXPANSION GAP, 1/4" MINIMUM - 6" MAX NIMAPER N NTS o (n C w cc ' o z � Q < N Q Z © SEPt. '04 THESE PIANS mo THE INFORMATON SHOWN HEREIN ARE THE P KIRY OF EDWO A DRREIIRM O TTEOIS, PA AND R�DU"On. DIS(xDSURES OR USE TIEAEDF IN NHDIE DR IN AM IS WX Y PRJ- HISRED N LIT N IT[EN mw!i:SNIN. COMM, NO: 040503118 DATE: 04 J00ARY, 2005 BY: RY CH'KD: ✓S W ASS 7ER INC.p SHEET NO. CwmAi g ErG*wwa GYiande • FL Pferee • West Pain Bamch • R. M—Ywe 427 Centerpoerte Ctc(e, Site 1825 3 Al Aftemonte Sprhga R. 32701 (40n) 332-M Farr (407) 332-7704 Y www.odaseociatee.corn ASSocIATEs OF 14 CERTMAM OP ADniWQATONK INC. 14 mat 1 CO 0 I \rn •� . n o M L LJ -j U .6 Gf V) W Erj)p 4yrg 3OX24-OAL 2 368 slrAif send pipe end st'vi well 4/, hmve Site VFA 312 j 104, g OUEABf �4�xt,I Y i _ J €,..,.".€ z �a 0 S`EA'€�ERS i 961'd bnffrd HE s 2 wok *NfT x3 x SICARCH Offiff I RV.A.C. KEYNOTES 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. (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 DRAWINGS FOR WATER HEATER LOCATION. SEE MANUFACTURER'S INSTRUCTIONS FOR EXACT CONNECTION LOCATIONS. ®ROUTE 1' CONDENSATE LINE FROM AHU WITH P-TRAP THROUGH FLOOR AND TIE INTO STORM RISER WITH 3-WAY BACKWATER VALVE. 1 OROUTE REFRIGERANT LINE FROM AHU DOWN IN EXTERIOR WALL TO CU AT AT ROOF VIA PLUMBING CHASE. 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. w z °- o m (n LLJ�(o LLJ o Q N p Q O to m N c QQ� Z a 0 .Joy 0 a^ cn F— < CN CL p �_ a Z = V >- .. J a LJ moo 0 uo w = w (D>a- J L J 427 CFNTERPOINTE I In ALTAMONTE SMNI W � aQ W M 2 � H k W Of p La_ I 8C_ K o W N p s K< �£ g o a N w o 6 Z © SEPT 104 THESf PLANS NiD THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EOWND 4 OROENR , MCHNECIS, PA AND REPROWUONS, OISC=URES OR USE THOIDN' IN WROTE OR IN PW 6 E%PR65LY PNc- fll f WRHOUf WRITTEN PERI/R M. COMM. NO: 040503118 DATE: 04 14PARY, 2005 BY: RY CH'KD: x8 wlA TESr W. SHEET NO. cmaLift Engiw's hARndo - Ft Pierce - Wed ftin Beech - Ft W" 427 Centerpointe Cirob, Suite 1625 Altamonte - 32701 AA— (407) 332-5M Faa. 407)332-7704 www.odaeaociatee.corn ASSOCIATES 00V R TEOPAWr,IDWATION#ftM INC. OF 14 i 1 O 00 d �� II h a M7 .. p ¢ .. Ld LI_ R W N ~O tZ J 0- _� _ r'sPand pf e and stairwell A ^ha 6 x � te-T i e iIf @@p L.-j DN Filw I 36X24-OAL ;3 [ b91\ Y11 1 MONO v 1� i ( T MEN w �es,,:;zrrir4rrdrx zar�s. t - T RF AFIVY10 tlgpb Slot 10 s 71�`'fil�` ki ytr"3t �?P�i1kCpi OIL F; A 3 CuRx 4�9 la t 01, R RV,A.C. GENERAL NOTES. IG��aI 1. DUCT CONNECTORS SHALL BE 600 UNLESS NOTED OTHERWISE. F T 2. ALL FLOOR DIFFUSER GRILLES AS MANUFACTURED BY YORK =may SHALL BE BLACK IN COLOR. g l 3. UNDERFLOOR ABC 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 y ! PROJECT AT1M FOR EACH ROOM. PROVIDE DETECTION t<� i CABLE TO RUN FROM THE CONTROLLER AND AROUND THE L PERIMETER OF THE ROOM PROVIDE ALL CONTROL INTERFACES TO LINK SYSTEM TO BUILDING EMS SYSTEM TO ALARM AT THE y MAIN COUNTY OFFICE IN THE EVENT OF LEAK DETECTION. LOCAL ANNUNCIATION SHALL BE PROVIDED AT THE MAIN 43 SECURITY DESK AS WILL. PROVIDE FOR ROOMS Ot& 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 1 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. It:al s ZOE ,*•,.,- fire :'.sa 1s�:i .w s ; I __77��j 3,3 i Ell ANU-123' i „3± —T i.i..s �i� icy ai k_y t: 71 d W aR It s 8X8—OALk,.l T . rra se board fPplmr h,uai' W O- Z IM UJ O {— CO 4 V ANC: (nMN Q O m M m N o pQ Z a J 0) LLJ F- z a m cfl N V N [L H. J!(v Z = U �m La J Q moz Lc) L,_I Ld cn > a , II�p..n�111111p..oj�1' ,nlilllllnL�,dlillliluL .Manlllllllllllllillllu. J Q JASON l., SMITH. P.E LIJ 427 CFNTERPgNTE qR., DIE 180 (n ALTMIFLR 01< Sa W a ZZ, ku 1-u LLI LL, O OL LL m z ""^ff <"�` 1n p o w Z F-- o o z ..�.,..,j © SEPI. '04 THESE PUNS AND THE INFORMATION SHOWN HERON ARE THE PROPERTY OF EDWND A ORRENTMS, MCHRECIS, PA AND R Wmom MMMURE5 OR USE iNEAEDF IN WHOLE OR IN PMF IS W111 tLY PW- HIIMTF.D W HI)W am PERMwm. COMM. NO: 0405031E DATE: 04 JANOARY, 2.105 BY: Ry CH'KD: is MAMMA= W. SHEET NO. camov Ehg"We a*w* . a pkraNr - WdW Pun B"ch - Fe uye s 427 Centerpo6de Ckdo, Sate Altamonte Sprxge( FL 32701 1 (407) 332-5W F - 407) 332-7704 tY9YMIodassociatea.COm ASSOCIATES OF 14 CEIRHOAmE AMMpif7AT"Il2WI 1ngC- Ct 1 A,. D [ 1 941FD rr , r_�� Ix : i Stwpd pipe and stast'plidt pr L Rai w „z t _ ?try E ', glee xt r B_._,_.. Mile ARM OPEN TRICE uc �►�"I B m. t _.t� '�" _�' '�, ...._„.J 1 FED s1AP 100CFM 14/14 UOPEN OfTICE r �r W 6 i �........ ..�^y� ^„�, — 3 } b+, q+.....,.„ k ... g6tS �g .n' t .,„,.., ,„.... ..............ter...... UC m rS:OdU „arfd$ % C3 ID ' N' ? 3 t .XXitYLcfA'i' co 1713 i t. �ry ... B w'-' . r C�� ..� ts L/n I E� ?,., µ.........................5 ..,3 &.... _ dam% I —el MAIN mom CD 12, �„ ��� 11ig�#�1�ara' ' i b ; t lCE r WARrIT ( iia^ �?� E-31 TE5 L 422, g_ r f-7111i i { 18/14, ? a 36X24-OAL a `` f # 100CFM - ♦ lua Un LER IAW COW OR 2 COCA Rt ° •IUC (8-EG 1432 )OCFM r�kR i% 1 i ME I Gaft#E 1011�1 IvAefflff RASE 010 Q vf3E AMP 00 E i I LEZ Cd Office 03 RV.A.C. KEYNOTES' ❑1 3' CHILLED WATER SUPPLY AND RETURN PIPING TO AHU-4.1 COIL CONNECTION. FIELD ROUTE PIPING AND MAINTAIN ALL REQUIRED CLEARANCES FOR EQUIPMENT ACCESS. 0 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 I R N 0 U O 0 REFRIGERANT LINES FROM COMPUTER ROOM A/C FROM BELOW. OFFSET AND RISE UP THROUGH ROOM TO CONDENSING UNIT AT THE ROOF. pssovtde (2)t o SoMf"t Moaarted R esseD AMORIZED Offic i Office =T w J a a Z_ p] N w O 1_ Q C) N O NMN Q U O to Do M m fn c �Qd Z a ou J_rn Cl� W I— Q a to m0Lr) Q, a t`.. U (L a Z 2 C) )_ m .. W J a moz O u7 w W (.0>° n w N 0 1 S Q `O v V ti o o c N k U W O [if Cr_ O a. W WORD AREA 0 Z o O N p��s �^ pi pr p3p�o� hl 37 O W Q .— G7 Z Q SEE '04 THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERLY OF MM) & ORRENIMS, ARCHRECIS, PA AND REPRODUCRON& WS=IURE5 OR USE. NOISY IN WHME OR IN RMf IS EXPRESSLY M- HIS IM WR ff WROIEN PERMISSION. COMM. NO: 040503V8 DATE: 04 ✓A&wy, 2005 BY: RV ° - CH'KD: ✓S OCiASSOClA7M /W SHEET NO.cawtift , akmb, Ft P , R Myers 427 Centerpoints Circle, State 1825 jj'' I / — `-� I / V I (407) 332-9N0Abmmte Fare (407)332-7704www.odassoda ASSOCIATES O IT14 �♦� W ��At wN om INC. A CCD 0 —1021` T317 r 1250a T ;ta 0 ;max` J� FD l °o is 76,14 UC 2� .....d".w LD F' f t8 1 fd9fs sEli T �w F`- {£ F; 71UC UC 75iG _ iT "` i It -]I 1X ICal (ED ',,...... _. "' 'Y.1W' + , f ¢ f f ..,.,.b: y,..A£,✓ 1 \D§ / ' F ,71 fl � 1041E z Z F f 16 1D { f ovflcr 75 __. uC Offleff 422� a.AN 1 - 10 8F F-71 F a cm ,.:.L ¢ e e' 36X24-OAL SI ?i-4 1—R _ 9 Mr11f.R COW, R$ Fail 10Qc'_�y C151 6 w vol d�r I UNDLRFLOOR qAk SCALE: 1/8" = 1'-0" 40,E offcc 113 {5^ iffIp�C fQ• l offl(f § i wso p� A E43b .l AW 9Fd0A . E37- . RV.A.C. CaENEML 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. Ld J Z Q O NNON M Q m N DtOo c M pQ Z Q U W o a m0 0, Q <t ^ N N 2 U f1 Ld J Q v Z >- m .. Ja o-Qz C] Inw:z W (D > °- J Q W 0 g�g : � o ott ry � W a_ LU v Vi C F V La O 0= X O m m m s Ln W t= O N 1 S CJ � C o w � 4 o O N �z Q SEPt. '04 THESE PUNS AND THE INMRNAMON SHOWN HEREIN ARE THE PPoPERP! Y EDWND h ORRENRAS, AROHREM PA AND NEPR )WMNS, OISMMIMS OR ME iHEiffDF IN WHOLE OR IN PORE IS WRE4LY Pfl0- HIMW WIIHONi WRRIEN PERUMON. COMM. NO: 040503YB DATE: 04 JAKOARY, 1005 BY: RY W ASS0W7EA 1MC. SHEET NO. Constdhg Erwho ra pw427 Ft - West &Said Afyers ird 8 427 Conte►poedo Cs, Slate 1825 nterp l'II/' 5 Altamonte SprkW F - 32701 (407) 332-M Fax }407) 332-7704 WWW.00IRB$Oc 6toe.com ASSOCIATES OF 14 OER TF"IE OF gfRpIGAIM MIIN ....w......... 4BX16 SMOKE VENTILATION LOUVER EQUIVALENT TO RUSKIN ELF-6375DXD EF-R1 LOCATED ON EAST SIDE OF ELEVATOR SHAFT ABOVE THE MAIN ROOF. PROVIDE NORMALLY r'r CLOSED MOTORIZED VOLUME DAMPER EQUIVALENT TO RUSKIN CD35 TIED INTO FIRE ALARM SYSTEM. DAMPER SHALL OPEN IN CASE OF FIRE TO ALLOW SMOKE RELIEF, +x4m4'S' POINT PROVIDE WEATHERPI PIPE PENETRATION REFRIGERANT LINES EF-R2 4BX16 SMOKE VENTILATION LOUVER EQUIVALENT TO RUSKIN ELF-637511 LOCATED ON EAST SIDE OF ELEVATOR SHAFT ABOVE THE MAIN ROOF. PROVIDE ORMALLY CLOSED MOTORIZED VOLUME DAMPffl EQUIVALENT TO RUSKIN CD35 TIED INTO FIRE ALARM SYSTEM. DAMPER SHALL 0 EN IN CASE OF FIRE TO ALLOW SMOKE RE LIEF. W r MOUNT CONDENSING UNIT ON EQUIPMENT SUPPORT RAILS EQUAL TO PATE MODEL ER. P3, fppP {1 w z ° m W �to Q ENO Q 0 � fnMN K) m O N w S oa� Z a 0 Ltl.p a CO�� IN U C_=LLJ 0 F- a `� _jLLJ Z = >- m .. D a z Ewa w (D>0- J Q W JASON L SMITH. P.E (n 427 CENTERPOINTE (CIR., SUITE TS26 ALT �� � 0. REM P67743279t � _ Z� O ` ` O.� = w 1-41 J C"i 4. Z 4l Q 4i ` , \I� F v w � O OL o� z b N Q� t7S S W m W C o z w ¢- Q O O © SEPT. '04 THESE PIMS AND THE INFORMATION SHOWN HEREIN ARE THE P1101IERIY OF EDLUND d DRIIENHYS, N0rt1ECR, PA. AND REPRODDODONS. =LOSURES OR USE DHMDF IN W M IN W S IXPRESSLY- HIORD WIRIOMf WRRIEN PERMLSSION. COMM. NO: 04OS03PB DATE: 04 JANOARY, 200S BY: Ry CH'KD: IT OaABSOC14TER INC.SHEET NO. consuWtg Etgiteers Orknab - R IIII - West Pain Beach - R Myers 427 Centerpoiite Cirds, Suite 1626 — Aftwnwvto/ V (407)332-6Far. 407) 332-7704 as�uat o OM OF 14 > NC. f y T'�A IL_Y ib 'y0 ${ 1 ay if } y 33 Ab i 9 f ..• } n�+� (j} k».m3 F etl ------------------------------ f t i t 5 "e..•�.. a i ! s F; { P{ { £ 5 { ➢ at P of ! 5 t 4 3 il%e.ER x ai ➢ a � f*i; ){ PF F) tltl Ar a fx i6 If Ft d, p, a{ i a 1 } ' 1i } r-� k 5}p f fle kY g5 is yt St ki i$ a" k� xi )i ft {f !" P L ------------ d 9 d , i IX " 'I im} t ww 5 < {3 1 f${£f fk y off# 'F ff F fi JS 33 }} i � b i B9 v � Ob �B � ffivb » B www »ww x —wwre f • F 3{ t' x t£ T ff {k s$ t) 13 i f£ ££ {p $J ff p { 3 i J £f { f % fq ji x z { f £ f F F } p f E k { F £3 ! £ f£ 5 { $ a t 4 t f F f i w J Z O m (n L w O ~(o Q 0NO Q O aOo M M m Z a ��rn w Q a mom VI v CL Q � JQv Ld Z X m J a moz Drf O= 0 W (y) co > o- _i � Q JASON L SMITH, P.F N427 CENTERPOINTE CIR., SUITE 1825 ALTAMONTE SFRINOS, FL 3270T FL REM NO.: PE57743 Ql< o W W Z v � LCam. ti Cl N 'w F. U W 0 Of iL N Z O (n W W 0 Z z © SEP/ 04 HESE P N E MID THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EOWN) A ORfiENEdS, PRCHTECI% PA ANO REPROOUC£IONS, DISCLOSURES OR USE iHEREOF IN WHOLE OR IN PW IS ExpRf y PRO— HIBREO mHOUT WRIREW PFAM15510N. COMM. NO: 040503Y3 DATE: 04 ✓ANOARY, 2005 BY: RY 1 OCI ASSOC14=111dC. SHEET No. ConaLi mgf Engineers CNanab • R Pkree • WON Pon Beach • R Myers 427 CenterpoaEte Ckda, "a 11125 M-7 Aftamonte Sptip FL 32701 (407)332-5m Fax: I& 332-7704 ; S www.oaassociatea.com Assoc/A TEs O F 14 GERPOAIEOFAFFRpRGTpN C. °f [ DIFFUSER/GRILLE/LOUVER SCHEDULE MARK / LEGEND TYPE MFG. MODEL NOTES NECK SIZE - 10•m-4W THROW CEILING MOUNTED TITUS TDC-AA (1)(2)(4)(5)(6)(7) AIR QUANTITY- 300CFM SQUARE SUPPLY DIFFUSER NECK SIZE - .M&W SIDEWALL MOUNTED RECTANGULAR TITUS 272 (1)(6) AIR QUANTITY-e- 2000FM SUPPLY AIR DIFFUSER LENGTH - 4-2SLQI - If OF SLOTS CEILING MOUNTED TITUS ML-38 (5)(6)(7)(10) AIR QUANTITY- 2000FM LINEAR SLOT SUPPLY DIFFUSER NECK SIZE 59ERG CEILING OR SIDEWALL TITUS 350ZF (1)(2)(3)(4)(5)(6) AIR QUANTITY- 200CFM FILTERED RETURN AIR GRILLE LOUVER SIZE -- 24X24-OAL WALL MOUNTED OUTSIDE AIR INTAKE LOUVER RUSKIN ELF-6375D (B)(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 LAPIN 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 (IN �' DRIVE RPM [WA rs] V/m MFG. MODEL EF-GR GENERATOR ROOM CEILING 500 1 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 -LINE 400 0.5 DIRECT 1071 [154] 120/1 LOREN-COOK GN-720 (1)(2)(3)(5)(6) EF-DR DARK ROOM, ETC. IN -LINE 300 0.5 DIRECT 920 [186] 120/1 LOREN-COOK GN-620 (1)(2)(3)(5)(6)(8) EF-RI N. BUILDING ROOF 1700 0.5 BELT 886 1/4 120/1 LOREN-COOK 165-ACEB (1x2)(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 SNATCH MOUNTED AT THE UNIT. 2 PROVIDE WITH BACKDRAFT DAMPER. 3 PROVIDE WITH SOLD 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 IWTH ROOF CURB. 8 PROVIDE W4TH 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 600 1/6 3.3 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) COMPRESSOR(S) CAPACITY CFM 0/A (IN )' HP (MBH) (MBH) MARK �/O FLA KW STEPS V/0 MCA MOCP WEIGHT Qom' V/MM FLA (EA.) Qom' V/0 RLA (EA.) (EA.) MCA MOCP WEIGHT [SEER] MFG, MODEL NOTES SEAREA RVED AHU-G.2/CU-G.2 350 0 0.1 - 2 8/1 0.6 3 1 208/1 17.1 20 115 9.5 - 1 208/1 1.0 2 208/1 3.8 20W14.220 120 (10] EMI 09D/MC2D990 (2)(3) AHU-G.3 350 0 0.1 - /1 0.6 3 1 208/1 17.1 20 115 9.5 - - - - - - - - - [10] EMI CSP09D (2)(3)(7) AEQUIP AHU-3.2/CU-3.2 2800 100 0.3 1.5 D/3 381 15 - 480/3 45.5 50 545 58.3 51.3 1 480/3 11.7 - - - - 360 (10] LIEBERT BF060E/PFH67A (1)(4)(5)(6) NOTES: 1 PROVIDE SMOKE DETECTORS IN SUPPLY AND RETURN DUCTWORK TO SHUT THE UNIT DOWN UNDER ALARM CONDITION AS REQUIRED BY LOCAL/STATE CODES. 2 PROVIDE WITH WALL MOUNTED, FULLY PROGRAMMABLE, 7-DAY TYPE ELECTRONIC THERMOSTAT. 3 PROVIDE WITH SINGLE POINT CONNECTION FOR ELECTRIC HEATER AND FAN FOR INDOOR UNIT. 4 PROVIDE WITH SCR REHEAT, INFARED HUMIDIFIER AND INTEGRAL 5 PROVIDE WITH WALL MOUNTED, INTEGRATED MICROPROCESSOR CONDENSATE PUMP. CONTROL TO CONTROL TEMPERATURE AND HUMIDITY. 6 PROVIDE WITH INTEGRAL CONDENSATE PUMP, ADJUSTABLE FLOM STAND AND LEAK DETECTION MODULES. 7 ANR HANDLING UNIT IS SERVED BY MULTIZONE CONDENSING U IT G.2. CHILLED WATER AIR HANDLING UNIT SCHEDULE MARK AREA SERVED FAN COOLING COIL ELEC HEATER ELECTRICAL DATA EQUAL TO NOTES CFM O/A E S.P. (IN) HP V/� TC (MBH) SC (MBH) ENTERING AIR (T) LEAVING AIR CF) GPM WATER TEMP. (F) MIN. NO. MAX. FACE VEL (FPM) MAX. WATER P(FT• WC) KW NO. OF STAGES V/° MFG. MODEL DB we DB WB ENT. Lvc. ROWS FPI MCA MOCP AHU-G.1 GROUND FLOOR 3900 600 2.0 5.0 0/3 126.7 100.6 78.0 64.0 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-L1 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 O/3 314.2 27ZI 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 Ski) 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 54.9 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, (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. AEDIUM COIL AND ANGLED FILTER SECTIONS, HEATER AT MAIN AIR HANDLING UNIT. PER N.E.C. WITH MANUAL BYPASS, VAV UNIT SCHEDULE MARK MFG. MODEL N0. SIZE PRIMARY AIR CFM A PIS ELECTRIC HEATING COIL NOTES MAX. MIN. KW V/PH/W N0, 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 08 875 15% 0.18 4 480/3 2 (1)(2)(3)(4) VAVG.1-3 TRANE VCEF 06 350 15% 0118 2 480/3 2 (1)(2)(3)(4) VAVG,1-4 TRANE VCEF 08 700 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 f1) UNITS MINIMUM AIR FLOW SHALL BE SET AT INDICATED 2 UNITS SHALL BE PROVIDED COMPLETE WITH ALL SCHEMES INDICATED IN AND CONTROL SECTION (3) PROVIDE WITH INTEGRAL TRANSFORMER FOR CONTROL (4) PROVIDE SINGLE POINT CONNECTION FOR FAN AND VALUES. CONTROL COMPONENTS TO ACHIEVE CONTROL OF THE SPECIFICATIONS. & DAMPER POWER HEATER. u Ld z° m W LjCD a �104� (n Q U O 00 W) m N o L] QQ Z a ? _ 0) I o a moL a a L" U Ct Ld Z rm .. DI a O Z LOw2 LJ LID > a_ 1 � a � O a W M 2 w g` 0 �=w n v C moo t- V Lv O O CL LL © SEPr, -04 THESE PLPNS PXC THE INFORMATION SHOWN HEREIN ARE TiE PROPERPf 0' EDWND k ORHENDIS, MCHREM PA MD REPROWOTIONS, DISCLOSORES OR USE THEM IN WHDtf OR IN RNIT IS EXPRESSLY PRO- HIBIIFOWiIOR WRRTEN PERMLSSION. COMM. NO: 040503V8 DATE: 04,1011 2005 BY: Ry �fA �p CH'KD: aMN 0Aa7SOM7M M. SHEET NO. C.onad&v Ert *w" "riolo • ft Flores • Wag Pain Beach . FE Myers 427 Centerponte Cirds, Suits 1625 / ' - ABamoMe FL 32701 (407) 932-5110 Far 407) 332-7704 3I.odassAociaMAt WNM ASSOCIATES OF - 94 g INC. 6 z� I I I 16 GA. GALVANIZED V BLADE, LESS THAN DUCT CCT DIA. 3/8" SQUARE ROD END BEARING -: MAIN DUCT- a l- A!R FLOW FLEXIBLE DUCT TO AIR OUTLET. UTILIZE STAINLESS STEEL. - WORM DRIVEN CLAMPS AND U.L APPROVED MASTIC SEALANT FOR ATTACHING FLEXIBLE DUCT TO CLINCH COLLAR. LOCKING TYPE QUADRANT OPERATOR/INDICATOR WITH 2" STAND-0 F SPIN -IN FITTING SPIN -IN BRANCH CONNECTION TO SINGLE AIR OUTLET M-9 NTS 1/3" W, 6" SUPPLY AIR DUCT SUPPLY AW fLOW RENRN ARt BRANCH DUCT METAL STRAP 1-1/2" MINIMUM SUPPORTS DUCT WITH SPLITTER s DAMPER AT SINGLE BRANCH M-9 NTS 1" MINIMUM TYPICAL OVERLAP ON ALL SIDES OF DAMPER INSTALL DAMPER PER MFRS. U.L T INSTRUCTIONS I DUCT ITEM DESCRIPTION 1. FUSIBLE LINK 2. DUCT ACCESS DOOR 3. MOUNTING ANGLES (1 1/2' X 1 1/2' X 16 4. DAMPER FRAME 5. SLEEVE 6. JOINT, BREAKAWAY 1 ^ / �miAX 01 6" MAX FIRE DAMPER DETAIL M-9 U.L #555 NTS 00 0 I QD 3 -'Q . ILo II � r oo Lij Q - FT EXPANSION GAP MINIMUM 4'-0' MAXIMUM MAXIMUM SAG 1/2' PER FOOT OF SUPPORT SPACING. - FLEXIBLE DUCT NOTES: METAL S 1-1/2" 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. FLEX DUCT SUPPORT M-9 I NTS CLOSED HEM EDGE AIR FLOW SWIVEL FITTING 1/4" 0 CLEARANCE SUP SLEEVE WITH 2" STAND-OFF 1/4" 0 PUSH PULL ROD SUPPLY DUCT SUPf--- -- -- -- -- - VIBRATIt 5/8'0 EXHAUST FLEX CON UNISTRUT FLEX CON' EXHAUST 16 GUAGE BLADE PIVOTS (TOP AND BOTTOM) —1/4" 0 SET SCREW LOCK I NOTES: -ONE PULL ROD - DUCT DEPTH UP TO 24' -TWO PULL RODS - DUCT DEPTH 25" TO 36" -OVER 36' DUCT DEPTH USE VOLUME DAMPER ON EACH BRANCH WITH SPLITTER DAMPER UST NTS PROVIDE INTERNA FINISHED PLENUM AS UNIT FROM R TO FINISHED CEIL COMPUTER ROOM (DOWNFLOW CONF DISCHARGE OPEN TURNING VANE. EQUIPMENT FL001 LEAK DETECTOR. RIGID SUPPLY M-9 NOTE: INSULATE BACK OF DIFFUSER. FLEX DUCF MIN. 6'-0" MAX. 8'-0' LENGTH DIFFUSER AND FLEX DUCT DETAIL SUPPORTED FROM STRUCTURE(TYP.) VIBRATION ISOLATOR (TYP.)-- 5/8"0 ALL THREAD ROD (TYP.� SUPPLY DUCT ELECTRIC HEATER HEATER CONTROL PANEL (MAINTAIN CLEARANCES PER M.E.C.) UNISTRUT SUPPORT (OR INTEGRAL EQUIPMENT BRA�KETS) SERVICE CLEARANCE VAV CONTROL PANEL - FLEXIBLE SUPPLY DUCT I I I AHU 0. l.r MMIIkIn AT nr" u,n NTS DRAIN CONDENSATE DRAIN VIB. ISOLATOR ROOF SEAL ALL AROUND EXHAUST DUC HANGER STRAP ABOW FlNi�r 16 MSG. X 1-1/2' CHANNEL- T(� 18 SHEET METAL SCREW DNIT CEILING GRID 6 MIN. 1'��— GRILLE FRAME (20 GA. MIN.) T OP ROOM AHU DETAIL NTS IPI�il AHU 0. l.r MMIIkIn AT nr" u,n NTS DRAIN CONDENSATE DRAIN VIB. ISOLATOR ROOF SEAL ALL AROUND EXHAUST DUC HANGER STRAP ABOW FlNi�r 16 MSG. X 1-1/2' CHANNEL- T(� 18 SHEET METAL SCREW DNIT CEILING GRID 6 MIN. 1'��— GRILLE FRAME (20 GA. MIN.) T OP ROOM AHU DETAIL NTS IPI�il W J d Z m w Co Q O N O 0 (N Q V O 0 so M INECTION m V) mo pQQd z a 1 >irn W I- o z a m0Lo C Ld H '-'I Z = U Ld )­ M .. J a W �oZ �O Lo LLJ W >� DETAIL 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 FLEX CONNECTION FAN DETAIL DAMPER - DIFFUSER OR GRILLE CORE DAMPER DUCT DROP MAX. 1-1/2' — CEILING MATERIAL W AS'SOrr'I = W. 427 Centerpoints Circle, Suite 1825 Altamonte SpFi 32701 (407) 332-M Fer 4071332-7704 WWW.Od&owd&tu.COM NTS ,nllllllli�,_,nllllllle, ��nIIIIIIII���IIIIIIII�A 1�0111111D�"IIIIIIIIID " -J a w (A ~ oG W o O tn J 00 qa j W 2 \ ' Q LIU V C V � N F- U W w O a.. La V) z in > w w Q 0 0 z © SEP(' -� THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPEW OF EDLUND ! DRIIENW. MCHIIECIS, PA AND RFPRODUCRONS. DISCLOSURES OR USE iNEIEOF IN NDIOIE OR IN PARE 6 F]{PRESSLY P%1- NIBRFO WIRIOUf WRUIEN PERMK90N. COMM. NO: 04OS03MY DATE: 04 JgMUARY, 1005 BY: RY CH'KD: JS SHEET NO. -- 9 MIN OF lit System No. C-AJ j002 (Formerly System' No 64 8) F Rating-2' Hr T.Rabngs O and.2 Hr L Rating at Ambient-7 CFM/sq it L Rating at 400 F--less thall f:CFM/sq.ft: (S� Ttem 3C)- f1A ac = - . a it ,J. .: Vet, �'�. . ,/,®., ¢: 4 L >_ BECTRRf A -A` is Floor or Wait Assembly -Min 2.1�2' in.'rhitk: ligtfiweight'or'.rro weight (100-150 pcl concrete. Wall may also" ])a C kructed of a Ctassffied Concrete: Btam-. Max dram Or circular. opening is b-1f - See Concrete Blocks (CAZT) category in the fire Resistance pim. ' " for names of manufacturers. - : , , 2. Nonmetallic Pipe.or Condeft-Nora 4 in. diam (or smalle() Schedu - ^- - I r' - PVC' ' e: or Rigid- Nonmetallic Conduits _ polyvinyl chloride ( pip g9 for. use in closed chlorinated polyviil}d chloride (CPVC) pipe (P or supply) or vented (dram, waste or vent) pipings te,A. max pipe or. conduit is permitted in the firestop system. Except as not - i 'the throe h o - Item B; the pipe or conduitshallbe centered n gg D Pie or conduit to be ri 'dl . su orted on both Sides:,: "l ...r.0 '` 9• Y RP. P mbl r rise Y Ul Eie o n the tt� i �D2KT case t Rigid Nonmetallic Conduit M See lit ( ) 5 g urers r names of manufact ,Construction Materials Directory for a ry firesto s s fot the u Y Rah to �- System -The hourly 3. Hrea tY n9 p dependent upon the firestop orientation (walL or.tloor), the size etalUt i or conduit; and.the'f cOTthitkrtess, as tabulated , ..., r oitro ➢o Nere Annular, " f;:; .:.: T-.. -: grienWttaa .. Pipe " ; '..$pacee: - ,,Rating; SWtlog, f(by - 1/2.2 ,1/4-1 ; - 2_ o -,:.F(b `: 2-d/2, 3'..� , 1/2-1 :: 2' ' 0... , w _`. 1/Z-2 _:. : .. 1/4-1..' ..a 2:: 2 _ W F 2 1/2 3- : 1/2-1"' 2 ,:- 2 -'W F , 31/2 d.-- .3/4-1'" I. 2'" (a)W-waKl F.floor. 1 2 (b)Min 's 2./in concrete floor t . m shalt Tito detaits'of:the.firestop syste 1. beas: - follows ';" g;. Steal" Support Clips -Nam' 1:in.-wide' by. from 0,019 in. thick (2ii .,.:: gauge)-,gaty steel strips field -formed into•"Z -shape. with height of Z-shape equal to the floor thickness and with width of bottom ((as installed l of'sufficient: Length "'to span annulaT'space: Top (as,,:,. e9 Installed) le ' of., Z-shape W b4 corn 2 in.longand setOred'to top _ surface of floor -with' 1(/v Ui.--diam by min- 1-1/2- in, LOW steel expansion- bolts in conjunction with: steel nuts' and: washers; As-an­- aUernateto the Z-shape clips the gaty steel strips maybe formed into "*L"-shape with height equal to 2 in, and with bottom (as fnstaLted) leg , Of sufficient length to. span annular space. Clips secured to outermost wrap stri Layer with steel wire tie prior:ta .insertion .id throe 111. p, ,P �Y opening. Min of three steel support clips to: be used, symmetricii Cyr, located, with bottom leg of clips flush .with, bottorn plane of floor, - When annular space around nom 1/2 in: to 2 in, diam pipe in floor . assembly is.1/4.to 3/a in., steel support clips are.not required. B: FUL: Void or Cavity- Materiats*-Wrap Strip,-Nom 1/4 in. thick _ intunimcent elastomeric material faced on one side with aluminum fofl; supplied in 2 in. wide strips. Nom 2.inc wide".strips tightly , , imp," around' nonmetallic Pipe (foil side. exposed) to fill annular - -. . space around pipe. A min of one layer of wrap strip is required for nom ' ' l/2'in: to 2 in. dram pipes.- min of two Payers of'wrap stop is, ,. ,:.: required for.nom 2-1/2 in. and 3In. diam. pipes. A min of three la rs':.- i s, Eath'.:.� of wrap strip is required for nom 3.1/2 in: and-4' in, diam cape III of wrap strip to be installed with'butted seam. with butted seams' if successive layers staggered: Wrap strip layers securely bound with ' r:� steel wife or aluminum foil`tapeand'slid.inW through opening such. that the bottom edges are flush with the bottom plane of the floor -- , and are resting on the steel support clip legs. When nom 2 in. to 4 In hi .concrete floor, the i ": -diam PVC pica is used in min 4-1/2 in. t ck pipe-". - . ,may be -installed -eccentrically: In the through.o ening,(min zero' or onto location provided that p1 the inside diam . ,::'dearartce at M contact ) p ( } p - of the through opening is 1.3 to IS times larger than:the outside, - larm of the pipe, (2) the annular space, between the pipe and the skiesofthe opening at the bottom 2 in, of the through opening is , :.om pletely filled with wrap strip layers installed following the contour, - of the pipe and (3)- the bottom edges of the wrap strip Layers are '.,,. reliably supported by Or -shaped steel support clips erichored to the, top surface. of the concrete floor. In wall assemby s. the wrap strip ' layers -on tire nonmetallic pipe are to. be installed in the same in ,:' used for floor assemblies; but shaltbe instalted. symmetrically an beth'. : sides of the wall with the exposed edges of the. wrap strip layers flush with the wait surfaces. Minnesota Mining & Mfg: Co.-FS 195+.' C. Fitt: Void or Cavity Materials* -Caulk -Min 114 in: diam continuous ' rto.instatlaho opening prior . n wolfs of through a to irmdeP g P bead Ppd - ;gfsteel support clips and/or Wrap.strfp: Caulk bead to be recessed 1 { in, from the bottom plane or floor. lnwait assemblies: caulk bead to'' : -, he recessed 1 in.. from wall surface on:. both sides of wait.- In floor , :: -assemblies, a. nom 1/2 in: thick' coating of caulk is to be applied to .i -`:.the top edges of the wrap strip layers and to flit all gaps at the wrap . strip/concrete interface; In wall assemblies; -the exposed edges of the . wrap strip Layers and all gaps at the wrap strip/concrete interface on , : both sides of the wall to be coated with thin Layer of caulk: Minaesota Mining & Mfg: Co.-•cP 25W8+.:: 'fearing the Ut Classification Narking .__... ..... .: "" 4 boring UL Listing Mark ' ' - INSTALL ACTUATOR VERTICAL O 4. 01 N W 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, 2-1/2' THRU 6', BALL VALVE e k SMALLER. 3. Y-TYPE STRAINER. 4. THERMOMETER, 12 INCH SCALE THERMOWELL GENERAL NOTES: 5. GAUGE COCK, 1/4' BALL VALVE. 6. 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. PROVDE EXTENDED VALVE STEMS IN ORDER 11. UNION / FLANGE CONNECTION. FOR HANDLES TO CLEAR PIPE INSTALLATION, .. .. . SystE111 Ne C-AJ,2O31 (Formerly System_Na 477) F Rat(ngs-2 and 3 Hi {See item 38) Y CONTROL V'LVE ¢� IL T Ratings-0 1-1/2 and 2 Hr.(Sea Tterri 13.6) 1 B9 -L Rating,At Ambfent = Less Thdn.1 CFM/sq R M-10 P- - NTS , is Rathr At_ 4U0 f Lest Than' l CFM/sq ft ", u� , q : 11 I-v�'.'s : M . . ­21. (_11��__, I. r 5' System No. C-AJ-A044 '` a ' £ ..- (Formerly System No. 319) ' . W Ratings-2, 3; and 4 Hr {See Items 2A a0d 4) o`. * ,._I . , TRating-0 kir L Rating At Ambient-2 CFM/sq ft I • , , , .. 1 - _: L Rating At 400 f less.than 1-CFM/sq ft A1. Q�-����-y-�..� 2 1. I: loci of Watt Assembly -Min 4-1/2 in; thitk.refnforced:lightweight or: A .' 1 oomaL weight ((100r150 ppcf} concrete.Fioarmay also be constructed o#' 4 i11 in, thick -.UL Classified hollow -core Precaat.tienaMe-Unfits*.� 4 . nym..., .. .. , . ..: .. - - n f n Classified Concrete Locks .m .a be tonstrutted o a .UL 1 sstfi 6 Max all lso a lam ofVo opening is 4 in, y P 9 ' See Concrete Blocks (CAZT) and Precast -Concrete Units l (CFTV)i - System No. C-A]-SPOT ,. .. cat fesinthe,fireResistanceDirect forbamesiifmanufacturere. - C: I ' VormerlySystemNo.91)- ro h Pane cants -Ono nonmetallic i e' ,conduit or't/tbin -to he': F Ratings-1-1/2,;2 and 3,Hr (See Item 4) " 2, t P 9 s 1A and, d'1 Hr See Item =0'12 34an ) tr p i e re o s tam. T Rob s I- In ei her n ntr'calt rotten real Wrath nth R, st / / stand t It L o 9 to y h+ P Ys , 2 - - er s ft d ath ' es floor hient 2 CFM ".: he - conduit or tubing to be rigidly su cite on b std Of L Ratio At Am q e P P 1n 9 g y P 4 3 pp win and s' es f condui or tubi ma A FM r s ft r wall.' Tile taUo o is ss than 1 rx , y. nit ',At 00 F le q - 9 hYpP€s : Incas, . -. � ` ; L 9:,,: 4 fr. , Pe e.used:.:. - ' . _ Potyvi lChloride{PVC) Pipe ,Nam2in.diam'{or smatter)Schatiia p1 i efo use'indo d rxess,orsu - ,, A,f rtiiyy Atl teRular or sof d core C p p f se. pP y).. ((pp rI....: _. • SECTION -A r} ,,or vented drain, waste or vent. piping systems, -'rhe annula ace:.: _ .. .... "., .- I' -: .-.. shall be a,min of 5 :S6.inc to a max of 13 3 . 3 / '- 1. floor or Wall Assembly-Lightwm tit of normal cam tit 500-150 '";.:Rigid NairmetattiE'CbndOit.(RNt)+--Nom 2-an.: tit@)ii' (or smaller};: <`;'. co c te. Except as noted iij table under Item 4; min thickness of solid " - Schedule 40 PVC conduit installed in accordapce with Article' 347 of : n P ; . . , .. - ,,-. concrete floor or wa(fassembty is 4-1J2 in. Floof may ako be On �- �?` +::. the. National Etectrieat Coda FPA" No. 70 : A' nom' annular, s ce' of: f n ruin 6 in. thick UL Classified hoUOW core Precast Concrete Units*. , < * ,o „ .Pa ..-.-oay 518:in. ,isrequiredthe firestop system - When floor is constructed of hollow core.precast, concrete unflo , packing- ' ' '"' ,: i .. y : -N n.-ldfam ( F material (Item 3) and caulk flit material (Item '4 to be installed tbtorineted Polyvbnyt, Chtonde.(CPVt) Pipe . om 2 i o }j Roor" flush with'floor suriacei WaU . smaller SDR17 ,CPVC . ice, far' use in. Clasad' ( rotes of .supply} mme{dcally on both sides m , ;:� 'a - .P - : • • - '' " r assem6lymay also be constructed of arty UL Cassified Concretr. Blocks*..;.. , - p c, r systems. A nom annular space cf 5J8 rKJ.& reglr . wi Ftan.khR€irestop;" te:: ?a; , ` ;. Max dram of opemn is. in solid bghtvreight or nonnal.weight contra - ,r s tam: g ", : Vs , . '' .:..:.• , ..::- . 2 r . Max dram- of o enin in'floor constructed of hollow -core ::' .:: ": .. ..Ftoons 3 n P 9 _ _I �- `. crate units is 7 in. r - . . Electricat N� mzu talffc Tubing (ENT)+ , Nom 2 in, diam (.or smaller) precast con . A /� . . Concrete Units C1.-..PVC fulling' installed: £rz accordance with Article 331 of the'. National': ,'. '.:'See concrete' Stocks (CAZr)'and Press! C (FfV} ...: 4 B : ' EIectr'rcattode, NFPA No. 70 :: The annular space withi i 01 flf"piO categories in the Fre Resistance Directory for namesof manufacturers.:, - „.' , - .. i. ,}. P ', "..'.s l:kmshall,he-"a nom'1.4_to.toa_max1-3/&in: -. _" , - :;: .,.:1A:Steet Sleeve-(Optiona4'not'shown)-Max.15 in, i0 (or -smaller}: I A . - / : ' -- Schedule 10 (or heavier) steel sleeve cast orgrouted into floor or wall.: - ' ' SECTION A -A yethy (L3t)' 9 { _assembly. : Sleeve may extend a max of tin. above to of floor or beyond" - E: Crass- )inked Poi lgfor P " Toed (p--Nom 3- hi:'idy) piping p ogr : . - , either surface of wad. Max 16 in. ID (or smaller) min 0,62a,wall thickness. , - . Floor r Watt. Assembly -Min 2-1 2 in. thick reinforced lightweight or': -.-- smaller SDR 9 PEx robin for use in Closed mtess Or suppppl i m systems. The annular space, within the firestop system: shaA:4 a.nom:: (or beayier} galvanized sleet sleeve cast or grouted into floor or wall: �1 normal weight (300.150) pcf con ate. Wall: may also be constructed of :.'. :1 4"ili:.to a max S 8,'in. .' .;:, assembly. Sleeve may extend a max of,1/2_in, beyond.either surface of, an UL Classified Concrete Blacks*. Max diam of opening is 18 in. . 1 . 1.,, y F. Optteal.fiber Raceway (Oflt)+ ..Nom 1.ial.dfam (or smaller) opticaL floor or wall:' n eta is pipe; conduit ortubin to be installed . See Concrete Blocks (CAZr).category in the Ire Resistance Directory --:fiber ratewa .farmed from of n lidantt fiauride iNDF ar PVC: The' 2..through Penetrants -One qi_ , U P P , 9 for names of manufaclmers. Y • P yvi y .. ( )-.. either concentrically or ecdiWcall : vdthrn'the firestop system: Max ' " ' annular spate within the firesto tem shall be,a nom.1 4 in: to a :: y 1A Sleet Sleeve-(Opnonat not shown)-Nom 9 in. (or smaller) Schedule ann p 11 p sys / armular space between pipe, Conduit or -tubing and edge' of through, - - 10 (or heavier) steel sleeve cast or grouted into floor or wall assembly. max lin. Raceway to be iristattend in".actagdance With Article.No:-770::, Openingg or sleeve is degendenton the parameters shown in Item 4. Min' : :: Sleeve may extend a- max of 2 in. above top of floor' or beyond either v ,:: of the National, Eleetkicat Code.; SeeAptiCataRhlC,Ratayigy. (QAZM).':: annular space behJeen pipe mr conduit and edge of through opemng is' surface of wall. Sleeve may be used ont when floor or wall assembly is, ' '; category in the Eleetrrcat Coiistruttian• Mathrxats:0irector 'fornames: : zero in. (point contact). Pi conduit or tubing to be rigidly supported'. I Yy te9oey ` riJ.,_ (p ) Pipe 9 9 Y PD min 4-1/2 in. thick.T Rating is O Hr In sleeve is used. of manufacturers- - : , , .; i s on both sides of floor or wall assembly: The followingtypes and si of - ic pipes, conduits a tubing ma • be used: _;2: Through Penetrant Nom 4 m. diam or smaller) Type L (or heavier) �' ' - f " - 6o n r • " metals P p 9 y : ;.,' : - copper i e, no 12 in. diam (or smaller service weight or has 'er) cast ' : 3: ifreatop_ System .The firestoP system shall, toasist a the % col .g, PP p P. () ,:' , :. :, ., , ; A. SteehPipe-Nom 30.Yn,_dram_ (or,smatter) Schedule 10 (or heavier):; _:j iron soil t e, no 12 in. diem o'r. smaller) Class 5O or heavier} ducnle , `: A. Packing Notarial -(Not Shown} -Min 1 m: thickness of min-4 pcf -: st el piper ironpressure i e or nom 12 in. diam or smalter� Schedule 10 (or' mineral wool (MW) _halt -insulation,' min'' 1/4'"pef: fiti lass' {Fir),-. '. .�.B. Pipe -No, 3Om. diam (or smaller .cast or Iron Pipe. ' • P P �gg % `; heavier) steel pipe centered in the o ning-and rigidly. supported 9n insulation or nom i in. dfarP polyurethane 1lacker rod (BR)' firmly'; .' C, duft-Nom 6 in. diam (or smaller) ngid steel conduit. pe _ - both sides of the floor or wall assembly. - .. -:' : packed into. opening as a form.' packing material to be recessed from: :.r'.:: D. dult-Nom 4 in.. diam (or smaller) steel electrical metallic tubing." ', Pipe Covering--Nom 1 2 to 2 in. thick hollow cyUndrical heavy density . '- :..-.. Pa P 9 n9 :. .., ... , ... 3. P :/ :..:'. . - . - ;. & er Tubi-Nom,6. in• -dram- (or sma0er):Type, L (or: heavier) ..nthe "outside with an all servce-:.::. to surface of floor or from both surfaces of wall' as required to. .. I n9 (him. 3.5 pct) glass fiber uni jacketed o. P " , copper tube. r facto a tied ' --' etal fasteners o PP ' ints seated with m PP accommodate the required:thitkT ass of fiti material, The -typo sad use' jacket. Longitudinallo ry - i material within the.firesto system is dependent u on the F. topper Pipe-Nom 6 in:. diam (or smaller) Regular { I Ueavier) copper.; -' " - self--seali9gg lap tape. Transverse joints secured. with me.tal.fasteners or ' . of packing ma. p y . P P t!• 'p lied; with the Product: type and diam of the. through penetrant and -type of piping system:: pipe` , With bu sin tape supp, • -- :in It m 3B. When packing material is required and'. ...:3; Packing Material -Polyethylene backee rod or nom' 1• in. thickness ed - - - used as tabulated a e rig , rni d tightly -packed mineral wool haft or glass fiber msulanon firmly packed; � "' • the floor is constructed of hollow -care pretaSt.Concrete'urrit, eking`_ into o emng as a pennarrent form. Padnng material to be recessed from, , See Pi and Equipment Covering category m' " bpraa.:S 1. material: to be installed -symmetrically- on both sides:. of,.fl0or:to;. ;r:' top surface'of-Roor or from botM1 surfaces of wall as'required; to. : Our Materias irectory for names of manufacturers. Any pi 1 accommodate'the re. erred -thickness Of flit. mateifaA. . --';: - ".-.,:.1 , i accommodate the required thkkness of caulk fill material (Item 4). - -_ cOverio material meetfn •the above specifications and hearing the q.. 9 meeting ,the - A. Nll,Noid or Caul Material*-Caulk-Ap lied to fill the annular space ,, - �': $..Dili, Vaid.oC.Cavity McQedal:-Seatmat-Fitt. material applied within': • . Ty p- .,- UL Classification Marking with a Flame Spread Index of 25 or less and" -- the annulus; flush. With top' surface of concrete .floor- or wttlI both;' • ftiish. With top' surface' oP floor. In wall assembles, required wutk a Smoke Developed Index of 50 or less may be used. f. - thickness to 6e installed symmeMcagy on both sides of watt, flush with. , 4, Firestop System -The details of the firestop system shall be as follows: i-constructed a -hullo--care recast ' ": surfaces' of WaIL.::When floor s . w p. ::: wall surface: At point contact location between enetrant and sleeve oY p ; +'- A: Packing Material -Min in. thickness offirmly packed mineral wool:, concrete unit, -fill material to he installed'symmetritalty on both sides.' - between penetrant and concrete, a min i/4 in. diam bead of caulk shall`.. " ' Insulation use as a permanent form. Packing material to be batt d 9 of floor, tie' with float pun ,,th The F and 7 Ratings m the firestolf'. -' be applied at to surface of floor and at both surface; of wall: The hourly:', - recessed from to surface of floor or. sleeve or from both surfaces of d1 h p 1. _ system' are dependent upon -the type .and max' diam ,.throng j F Ratings and the min regmred'caulk thicknesses am dependant upon.a .' watt as required to,accommodate the required thickness of walk fill11, penetrant; type: Of piping systems and Use; of patktn ' material: ..: number of. parameters,. as shown. in the following table::'- • , -- ' ;ypq -. material (Item B). And min.thickness. of -the fiU matgnal as tabulated below: I'll ITHROUGH-PENETRATIQN.FIRESTO,P,SYSTEMS (XHEZ)-EogNnued B. Fill; Void or Cavity Material* -Caulk -Applied to fill -the annular. - ". - Max ream:"'n" ' ' ' ".Mtn HIl �... - - - space flush, with top surface of the floor or sleeve or flush with .. .. Vile of of lfirougb:':,1ypa of Nit aP.: , Type m MO ., -: €1..," - T ....: -Min our "Mom Pipe ::. '.'.- � .. ces of wa When nom pipe. covering thickness is 2 in.,min , rduglr, ':--- ,Penetrant' Piping : Pw", _ Packing TAEns r: RaNn ; : tsaBag::: :. ' both surfs LL --- ,:Tube or Conduit, -Max Annurar Min Caulk, , Fr'- - ,;-; thickness of caulk fill material is'2 in. When nom pipe 1covering 1. -' � :. netram -- hi. spbnn . Nit[ : MR In .;. Nr, ,, fir -: r: Tbkn , In , ream, In , , - Space, In: :. TMms, In Ratio& H .:: " � thickness is 1 m., min thickness of caulk fiti matey a! m The :PVC r tPVC Plini" 2'-; Vented'r Optional MW, F6, BR�.� .- 2 n.;:: " 0;'; 2-1 1- 1/2-12� r,, - 1-3/8: " .SJ2" - " 2":' .: -; hourly F and T Ratings of the firestop system are dependent upon the PVC,"r CPVC Pipe: 2 Closed.: opuanat:'MW, FG, BR ; r 2, '.: 3- Y-1/2:., 2-1% .1/2-12 . 3-1/4C'; ` 1 1 2 ' : -: thickness of the floor or wall, the size Df pipe,, the thickness of pipe- 11, RNC - ' 2;, -• Opnanat: MW; f0, BR'_; 2 3:. 1-1/2 ".;: 4-1 • ' -, i:: 1 2-6 . 1-3/8'. ..:1/4(a)� 2. covering material and the size of the annular space (between the pipe; , PVC, r CPVC Pipes , 1.112:, £lase&:: Optional MW, fG, OR bl/2 •, 9 : 2-,.. - 4-1 .. 1/2-12 ' - 1-1/4.:" 1/2. , , - 3,...- ,j covering, material and the age of the circular through opemng), as 0 - onal MW FG BR 1 2 3_� ' 2:' ' Y 3 G- 1 2 , : 2, _ own in the fotlowin table: ' RN A Rti. / > 1 20 sh / 41 9 /2 PVC r CPVC Pipe, :: 1 „Ctospd Opdoiral W R.. 2 - 4 1/ 1/2 20 2:- 1,. 3 . - Min floor or Max cope Nom Pipe - Annu4r: ' n�T .RNC 1..',',- optional. MW, FG, 8R:^ 1._:.3' :,"..4-1/ 1/2-12 :_3-1/4... 1.. _' .. 3. '. waOTknr- mam `.rowuing.tfiker. Spam-.. f.Wg Patin" : ENT: .:3 4: D - ono ,- M41t fit; BR A - 3-'' ' 2�' .: ': 22-30.'.. : ' 2::, - ' 1. 2> .,:13.1 ' m. m...,; In. ' :.,.: r In. Br er -, .:..: -. , / Pti --.:.-... 4-1 , ( GNT% - . - 2.. �..Optionaf MW; FG, BRi : 1 '.. 2 .1,1/2.. .:.,:. 5-1/ , - 1/2-6-.:; ' ,: 1.3/E- [ , 1(b)' ::4, r , " 21/2 , - ., . 4" : f or l-1/2 .,: 1/2 to 2-3/8:. 2 1. Y ' -" : O Onal: MW'. F.G BR.". kY ate':: � 2' " ' - 0:- 4-1 2 ' 4 2 -: 1/4 Fo 3-5/8:'. , 2 ... 1-I/2 flHt' Pd.. . •. i . . a Mi fin'khickness of mfneral.wooI batt insulation required. in anngl. / - I 2 ;- 1 2 m ing, 1. '.Closed Rggmreti: -MW..- 1 2:_. 2,, ,,;','.O 2 _,_,' „- .., .,1 21/2 12' i"' i/2 to 1-1/2: ,./ space. •-.. - . 4-1J2 - 12. ,: - : . I. _ 1/2 to.2-3/8',: 3 1 Specified Tettlnofogies- Inc,.-SpeCSONIL 100, 101,;'JR or .105: (b)M n I m; thickness of mineral wool bait insulation reqqui m annul . 2-1/2 . .- 12. 1/z• .:.:1/2 to 2-3/a ' 2 0 - ' " -` Scalia .: f - ,: % -,: space n both sides of floor or wall assembly. Min 1 in. thickness. of. caulk: - I • -, - - : '., ,b� ins Ded flush with each syrtace of tlooi or wall assembly, - - Minnesota Miring' &Mfg. Co. CP 25W6+: L C s non Markin + r th 'UL L1snn .toads Bea[in .the U la sifira $ea ki 9 e 9 9 ' �'- • �": '" "" " ""' � "II Minnesota Mining & Manufactur(n Co.-CP 25W6+ "'1.I'll .. - "'*Bearing the.Uf Classification Marking . _.. '. ._, *BeaFing the UL Classification Marking 9 ''.::; _..... .__... _.:.:: n RIPE PENETRATION IL FLARED END LENGTH = TWICE INSULATION OUTSIDE DIAMETER NO: 1) WHEN SPECIFIED FILLER IS NOT OF PROPER THICKNESS SUBSTITUTE FULL LENGTH TURNED WOOD BLOCK FOR CALCIUM SILICATE 2) FOR FIBERGLASS USE FOAMGLASS OR CALCIUM SILICATE THROUGH HANGER VAPOR SEAL EDGES TO PIPE INSULATION. 3) UNINSULATED LINES DO OT REQUIRE SADDLE. 2 PIKE ' ANC M-10 , IDLE HAS EDGES NOTCHED 'IPE HANGER EDGES CLAMP USE C BEAM ROD j$P&CWTION. ATION ON PIPE ,ATION PASSES JGER UNBROKEN NOTE: PROVIDE PIPE SADDLE MINIMUM TWO TIMES INSULATION DIAMETER FOR INSULATION LINES lb I SUPPORT DETAIL FINISHED GRADE s \% ,�7�\�J��\\� ROCK FREE BACKFILL N / ` / 1 '.' �PITTWRAP JACKETING io FOAMG IN LATiON LASS SU 6' MIN. SAND BACKFILL . , , , - ' 6 MIN. . .. . PIPE .:. `• ' � . a :.� `4:_.... . ,- GRAVEL I L � I LE TER LL I®N DETAIL IN A 3 PIPING M-in NTS AC. r t - Ft Alyea e 1825 701 12-7704 CERM' IE OF avntomanaei Wean Ld J ° o Z - m V) w o w a i- (O D 040 V) Q m " V)foCN rlr m 0 N co c 6Q It Z d v J-01 Uj 0 a 00 � I- Z Q a ¢ < :2LJ ,.� C)a -' I- o-=� Z U >-m .J a W O Z a Ingo Ld Co > D_ 11100an.111I11D„nanr,( .a111111ne�.d1111111ii ...... #11111111 1111 II11111111, e111111111111111HURIM I11IIIIIr°III1I11 �II,'� II J V) Lj 42AL � 1 � t _ or, c< o � I � o w CJ a �00 of � O � r- t_ 1 W ^ai Zh O ,t, S \' C, �c V QG O"� W V "R V ti i : ^o % t') N ,a I- :J W 0 = O a 9 w = fN z pp 0 9 N s i W w z , RN O Z O C SEPr.'04 HESE PLANS AND THE INFOOF M SHOWN HERS. ARE THE PROPAND OF EOWNO a ORmNSSS, ES OR ISrE PA WVO flEIMIE 0 IN OISCLOSORES OR USE TNnmx WI WHOLE OR IN PeO IS ION. LY PRO- NISIIED WmWUr WRITTEN PanW5SY0N. COMM. NO: W503P8 04 ✓A I/A Y DATE: N R , 1005 BY: Ry CH'KD: ,s SHEET NO. �/ M' / V .ASSOCIATES OF 14 , 1 INC. y 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 FF - LESS THAN 1 CFM/SQ FT t 1 A 1. FLOOR AND WALL ASSEMBLY-UGHTWEIGHT 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 4-1/2'. 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 Y. SEE CONCRETE BLOCKS (CAZT) AND PRECAST CONCRETE UNITS (CFTV) CATEGORIES IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS. 1A. 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 TOP OF FLOOR OR BEYOND EITHER SURFACE OF WALL MAX 16" ID (OR 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 METAWC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONCENTRIC ALLY OF ECCENTRIC ALLY "THIN 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 0'. (POINT CONTACT). PIPE CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METAWC PIPES, CONDUITS OR TUBING MAY BE USED. 1 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 METAWC TUBING E. COPPER TUBING - NOM. 8' DIA. (OR SMALLER) TYPE 1 (OR HEAVIER) COOPER TUBE F. COPPER PIPE - NOM. 6" DIA. (OR SMALLER) REGULAR (OR HEAVIER) (RIPPER. PIPE 3. PACKING MATERIAL - POLYETHYLENE BACKER ROD OR NOM. 1" THICKNESS OF TIGHTLY PACKED MIN.ERAL WOOL 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 SURFACES 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 RAIN% HR. 2-1/2 1/2-12 1-3/8 1/2 2-1/2 1/2-12 3-1/4 1 2 2 4-1/2 1/2-6 1-3/8 1/4. (A) 3 4-1/2 1/2-12 1-1/4 1/2 3 4-1/2 1/2-20 2 1 4-1/2 4-1/2 1/2-20 1/2-12 3-1/4 1 3 4 4-1/2 1/2-6 1-3/4 1 (B) (A)' MIN.:2' THICKNESS OF MINERAL WOOL BATT INSULATION REQUIRED IN ANNULAR SPACE. (B) MIN. 1" THICKNESS OF MINERAL WOO. 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 BATE INSULATION REQUIRED IN ANNULAR SPACE. MIN. 1' THICKNESS OF MINERAL WOO. BAIT 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. 40X 2-1/2" X 2-1/2" FIRE DEPARTMENT CONNECTION POUR 20' X 20' X 6" PAD, FLUSH WITH GRA GRADE SYSTEM NO. W-L-1001 (FORMERLY SYSTEM NO. 147) F RATING--1,2,3 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 A n A \�/i2Jy SEC110h AC5 Q6N A -A 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 METAWC 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--CAUL( 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 ARE RATING OF THE WALL ASSEMBLY IN WHICH 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 G+, 1 OR 2 1 1/4 TO 1/2 3 TO 4 3 TO 4 4 0 TO 1-1/2 1 TO 2 0 6 1/4 TO 1/2 3 TO 4 0 12 3/16 TO 3/8 1 TO 2 0 PROVIDE WITH BALL DRIP IN HEAVY DUTY METER BOX THRUST BLOT +• P p : e p p p e s Ps Pea •e a Pe• • a•e s •Pe• • ' f p e' e p e e e P e " P• a e P e' O e p e •• ++• P e .•+ p e e 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 PST. PROVIDE WITH PRESSURE REDUCING VALVE PER NFPA-14 FOR AREAS EXCEEDING 175 PSI. NO CPVC PIPING ARE PERMITTED FOR PORTION OF SYSTEM EXCEEDING 175 PS. 6. SPRINKLER SYSTEMS SHALL HAVE AN UNDERGROUND FLUSH COMPLETED AT THE TIME 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 DEICES 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 CONNECTIONS SHALL BE PROVIDED AT LOCATIONS THAT ALLOW FLOW TESTING OF WATER SUPPLIES, CONNECTIONS, AND ALARM MECHANISMS. 15. ARE STOP ALL PENETRATIONS OF SMOKE/FIRE WALLS. FIRE STOPPING SHALL BE OF U.L LISTED ASSEMBLY. 16. FIRE SPRINKLERS ARE TO BE COORDINATED WITH ALL DIFFUSERS, LIGHTING FIXTURES, CEILING SYSTEMS AND STRUCTURAL MEMBERS. 17. REFER TO ARCHITECTURAL REFLECTED CEILING AND ELECTRICAL LIGHTING DRAWINGS FOR CEILING DESCRIPTIONS AND HEIGHTS. 18, NOT PIPING, VALVES AND APPURTENANCES ARE SHOWN ON PLANS. REFER TO PIPING ISER DIAGRAMS, DETAILS, AND SPEOFlCAP,ONS FOR ADDITIONAL INFORMATION. 19. SPRINKLER SYSTEMS SHALL BE HYDROSTATICALLY TESTED FOR 2 HOURS AT 200 PS OR 50 PSI IN EXCESS OF NORMAL WORKING PRESSURE WHEN NORMAL WORKING PRESSURE EXCEEDS 150 PS. 20. THE SYSTEM IS DESIGNED AND HYDRUAUCALLY CALCULATED IN ACCORDANCE WITH WITH NFPA 13 AND SPRINKLERS MANUFACTURER REQUIREMENTS. 21, ALL WIRING OF FLOW SWATCHES AND ANY ARE PROTECTION DEICES IS DONE BY ELECTRICAL SUBCONTRACTOR. 4- TO SPRINKLER/STANDPIPE SYSTEMS CITY MAIN RISER OUTLET GATE VALVE W/ 04 BUTTERFLY VALVE W/ TAMPER SWITCH TEE UNION DRAIN LINE G.Q.J. C.O.J. 61G15-32003 (1) (2) (3) (2) SCOPE OF WORK: FIRE PROTECTION SYSTEM FOR NEW CONSTRUCTION 6 STORY COMMERCIAL BUILDING. (2) ACCEPTANCE TEST CRITERIA: TESTING OF ARE PROTECTION SYSTEM AND ITS COMPONENTS SHALL COMPLY WITH ALL APPUCABLE ITEMS PER NFPA 13, 1999 EDITION, FIGU E 10-1(A), CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR ABOVE AND UNDERROUND PIPING. (5) STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS: SUPPORT SYSTEMS SHALL HAVE ADEQUATE LOAD CARRYIN CAPACITY FOR THE 3 LBS. PSF DEAD LOAD WHICH WILL BE CONTRIBUTED BY THI S FIRE SPRINKLER SYSTEM. THE FIRE SPRINKLER SYSTEM WILL NOT CONTRIBUTE ANY L VE LOAD. 61��-3�0�(21(A43�0�(2) (A 4 (A) POINT OF SERVICE: POINT OF SERVICE SHALL BE A CONNECTION TO THE EXISTING 6" MAIN. TAPPED OF MAIN IN ATLATIC AVE. SEE MEET F-3 FOR LOCATION. (B) APPLICABLE NFPA STANDARD TO BE APPLIED: NFPA 13, 1999 EDITION INSTALLATION OF ARE PROTECTION SYSTEM. NFPA 14, 1999 EDITION INSTALLATION OF CLASS I STAND IPE SYSTEM. NFPA 20, 1999 EDITION INSTALLATION OF ARE PUMP. (C) CLASSIFICATION OF HAZARD OCCUPANCY OF EACH AR -A OR ROOM: THIS BUILDING WILL BE CONSTRUCTED AS A COMMERCIAL CE BUILDING AND RETAIL SPACE ON PARTIAL OF FIRST FLOOR. OFFICE BUILDING SPACES SHALL BE CLASSIFIED AS LIGHT HAZARD AND THE RETAIL PORTION F FIRST FLOOR SHALL BE CLASSIFIED AS ORDINARY GROUP 2. DENSITY/AREA:.15 GPM/SQ.FL OVER THE MOST DEMANDING 1500 SO.FT. OF FUTURE KITCHEN AN .10 GPM/SQ.FT. OVER THE MOST DEMANDING 1500 SQ.FT. OF OFFICE SPACE SRINKLER HEADS: 155F QUICK RESPOND SPACING: MAXIMUM PROTECTION SHALL BE 225 SQ.FT. (E) CHARACTERISTICS OF THE WATER SUPPLY TO BE US 8- CIRCULATING MAIN BASED ON THE FLOW TEST DATA ECEIVED, THE DURATION IS GOOD. \ (F) FLOW TEST DATA: BASED ON TEST RESULTS PERFOR ED BY FORT PIERCE \� UTILITIES AUTHORITY ON 03-28-05,: STATIC 68 PSI, RESDUAL 74 PS, FLOW 1300 f GPM. BASED ON THIS DATA, THE AVAILABLE PUBLIC WA R 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 THE 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 THE ARE SPRINKLER RISK. ALL TAMPER AND FLOW SWITCHES SHALL BE CONNECTED TO A FIRE SPRINKLER MONITORING WITH CENTRAL STATION MONITORING. (H) MICROBIAL INDUCED CORROSION (MIC)' THE LOCAL WATER PURVEYOR IS REQUESTED TO ADVICE E 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 SHALL BE INSTALLED BY A MINIMUM OF A CLASS V CONTRACTOR AS LICENSED BY TIE STATE FIRE MARSHAL THE MAXIMUM ALLOWABLE PRESSURE LOSS ACROSS THE EVICE SHALL- BE 8 PSI AT SYSTEM DEMAND. (J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS - ALL YARD AND INTERIOR ARE PROTECTION COMPONENTS SHALL BE UL OR FM LISTED. GATE VALVE TAMPER SWITCHCH III NTS VANE TYPE FLCW SWITCH (WET SYSTEM) NIPPLE YSTEM TEST AND DRAIN (AGF MANUFACTURING, INC) PRIMARY POSITION = FULL FLOW SECONDARY POSITION = PROVIDED WITH NIPPLE ORIFICE EQUIVALENT TO SMALLEST SPRINKLER ORIFICE SIZE. QUICK RE WITH MAI CENTRAL 1" X COUF PErvucm, rnwJml onus. ESCUTCHEON EQUAL TO "BV-QR" DESIGN NOTES: t ALL WORK SHALL BE DONE IN ACCORDANCE WITH NFPA 13, 14, 20, AND 24 1999 EDITION & LOCAL AUTHORITIES. I ALL HANGERS & MATERIALS TO BE IN ACCORDANCE W/ NFPA 13. 3. ALL 3" AND 4' MAINS SHALL BE SCft 10 B�CK IRON PIPE ALL BRANCH LINES MALL BE SCH. 40 BLACK IRON PIPE ALL DROPS SHALL BE 1- SCH. 40 BLACK IRON PIPE. 4, ALL HEADS IN PUBUC AREAS TO BE CENTER OF TILE. 5. PROVIDE ADEQUATE DRAIN PER NFPA-13 6. PROVIDE FLUSHING CONNEC1IONS AT REMOTE END OF ALL CROSS MAINS AND AT ALL LOW ENDS. 7. PROVIDE ADD111ONAL SPRINKLER HEADS UNDER HVAC DUCT WORK EQUAL TO AND EXCEEDING 4! 14 WIDTH. RETURN BEND-PE7AL NITS WEATHER PROOF TAMPER SWITCH (U.L/F.M.) ADJUSTABLE POST INDICATOR VALVE (U.L,/F.M.) GRADE POST INDICATOR VALVE DETAIL SEE CIVIL DWGS. FOR LOCATION NTS SPRINKLER MAIN SUPPLY PIPING FIRE PROTECTI LEGEND • COMMERCIAL PENDENT SPRINKLER O UPRIGHT SPRINKLER 1 HORIZONTAL SIDEWALL SPRINKLER t HORIZONTAL SIDEWALL SPRINKLER SPRINKLER PIPING - - - - UNDERGROUND SPRINKLER PIPING X X HYDRAULIC NODES SPRINKLER HEAD SYMBOL TYPE TEMP SIZE K-FACTOR ® 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 CENIRAL MODEL "BV-QR• QUICK RESPONSE SIDEWALL, FACTORY WHITE WITH MATCHING ESCUTCHEON EQUAL TO CENTRAL MODEL. 155 1/2- 5.6 •BV-QR" QUICK RESPONSE SIDEWAU, FACTORY BRASS 'BV-QR" EQUAL TO CENTRAL MODEL 155 1/2" 5.6 FIRE PROTECTION DATA____ ENTIRE BUILDING (EXCEPT AS N ,EM. OCCUPANCY CLASSIFICATION: LIGHT HAZARD SYSTEM TYPE: WET PIPE DESIM DENSITY: .10 GPM/SQ. FT. HYDRAULIC REMOTE AREA: 1500 SQ. FT. SPRINKLER ORIFICE SIZE: 1/2- DURATION OF SUPPLY: 30 MIN. MAX. COVERAGE./SPRINKLER HEAD: 225 SQ. FT. HOSE STREAM ALLOWANCE: 100 GPM STORAGE, MECHANICAL AND ELECTRICAL ROOMS OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GROUP 1 SYSTEM TYPE: WET PIPE DESM DENSITY: .15 GPM/SQ. FT. HYDRAULIC REMOTE AREA: 1500 SO. F.T. SPRINKLER ORIFICE SVE: 1/2' DURATION OF SUPPLY: 60-90 MIN. MAX. COVERAGE./SPRINKLER HEAD: 13o So. FT. HOSE STREAM ALLOWANCE: 250 GPM OCI ASSOCIATE$ INC. CatsuWi v awhaere Orwwo - R mar" - Wed Pon Beank - R w" 427 Conterpointo Cade, Sate 1825 Altamonte Spnngk Fi 32701 (407) 332-5NO Fex 407) 332-7704 WWW.Od"sociatwcom CIS R"'M OF N1110GATwx MW ASSOCIATE. INC. r w J Z Q ° Q m tf w W O F- t0 V) < ::DN O N N Q 0 O m M m N 100 p Qd d Z a L) _j - I- Z a O Lf) `Z a L` C)CL Ld F- J Q v LLJ Z D U cy- m O LL! J Q IYOZ 0 w 0 L LIj (o > 0- J Q w In OG o O J: rn W ^ z ' �a W y ti w w o it Li 9 I t 1 m I Q Z o � N 7 w x o w n: Z © SfPL 04 THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EOWND & ORRENBAS. ARCHITECTS, PA AND REPRODOCTNNIS. DISCLOSURES OR JSE MEREOF IN WHOLE DR IN PARE IS upPfl `: PHO- HIRDID WR W WROTEN PERIeSSM COMM. NO: 046503PS DATE: 04 ✓MAVY, 1005 BY: CAD CH'KD: EAU SHEET NO. OF 8 A FIRE PUMP ELEVATION NTS t . FIRE PUMP ROOM LEGEND 2 0 480 V/3PH. ELECTRICAL FIRE PUMP, 750 GPM, 110 PS, 75 HP. 19 NOT USED - (D 6' SUCTION LINE MAIN SUPPLY FROM CITY. A 20 4' BYPASS PIPING. O3 4' FLANGED TEE 21 NOT USED U4 4' OS&Y VALVE W/TAMPER SWITCH. O FIRE PUMP CONTROLLER WITH AUTOMATIC TRANSFER SW11CH, SOLID STATE STARTER PROVIDING O NOT USED REDUCED STARTING CURRENT WITH 10% FILTERED INPUT. NOT USED 23 JOCKEY PUMP. 4' WAFER CHECK VALVE. 24 KEY PUMP CONTROLLER. 0 r GROOVED B' FLY VALVE WAAMPER SWITCH. (TYPCAL) 25 NOT USED Q 40 GROOVED 90 DEGREE ELBOW..(TYPICAL) 26 TO FIRE DEPARTMENT CONNECTION, SEE SHEET F-3 FOR CONTINUATION. 10 4' GROOVED TEE. (TYPICAL) EI PRESSURE GAUGES 11 STANDPIPE APPLY 28 CHECK VALVE 12 4' FLOW METER 29 INDICATION BUTTERFLY VALVE 13 4' SYSTEM SUPPLY. 14 NOT USED 15 JOCKEY PUMP SUCTION CONNECTION. 18 JOGKEY PUMP DISCHARGE CONNECTION. M 1T PIPE SUPPORTS. O 0 18 NOT USED I c� NO Lo r` ® � LJ '' Z W En O J d' _ RJ GENERAL NOTE. 1. PROVIDE PUMP WITH RECALCULATION PIPING FOR TESTING. STANDPIPE SYSTEM DESCRIPTION: AUTOMATIC WET (CLASS 1) HYDRAULIC DESIGN CRITEM: STANDPIPE SHALL PROVIDE 500 GPM 0100 PSI AT TOP MOST REMOTE AREA WITH A 250 GPM OF ADDITIONAL HOSE CONNECTION PER STANDPIPE. W PRESSURE GAUGE ROOF MANIFOLD W J ° Z m v) w o � a �No N N Q 2 M N 0m Q , Z a L) _jFy0) W 0 m0� f- z < N N OL W Z _ Lu CO •. v Q p w Z Enw0 W co > a- 'IH,nn�li'I II'IVn, IIIIII....INe1111�IIu� .�NnaIIIIIIIIIIIIum��., _ 'I�IIIIIIID�"'vllllil� WITH (2) 2-1/2' VALVE. w 5TH FLOOR _ �. 57H FLOOR. �U`' o a WATER PRESSURE GAUGE M ♦ _ /-WATER PRESSURE GAUGE V 2 1/2' ARE DEPARTMENT I HOSE 2 1/2' PRESSURE REDUCER FIRE VALVE CAP AND CHAIN 45'-0" DEPARTMENT VALVE WITH CAP „ QG ems^. A AND CHAIN W-0' PROVIDE WITH A -1/2' T0i 4TH FLOOR 1-1/2' REDUCER. PROVIDE WITH A 2-1/2' TO 4TH FLOOR 1-1/2' REDUCER. F- W 7 7rWATER PRESSURE GAUGE r-WATER PRESSURE GAUGE O0 O / — a LL 2 1/2' ARE DEPARTMENT HOSE 2 1/2' PRESSURE REDUCER FIRE -- VALVE CAP AND CHAIN (W-O' DEPARTMENT VALVE WITH CAP # �� 046 AND CHAIN 06-0' J PROVIDE WITH A 2-1/2' T0� PROVIDE WITH A 2-1/2' TO 3RD FLOOR REDUCER. 3RD FLOOR 1 1/2' REDUCER. 11/2' WATER PRESSURE GAUGE -WATER PRESSURE GAUGE 2 1/2' FIRE DEPARTMENT HOSE 2 1/2' PRESSURE REDUCER FIRE VALVE CAP AND CHAIN 05'-0' DEPARTMENT VALVE WITH CAP AND CHAIN 05-0' P PROVIDE WITH A -1/2' TOJ 4% li PROVIDE WITH A 2-1/2TO 12 2ND FLOOR_ 1-1/2' REDUCER. 2ND n.00R 1-1/2' REDUCER®® O C� 5k a \� TO FIRE PUMP `-VALVE WITH TAMPER 2' TO DRAIN OUTSIDE 2 1/2' FIRE DEPARTMENT F VALVE CAP AND CHAIN 06 STANDPIPE DETAIL TYPICAL 2 1/2' PRESSURE REDUCER FIRE DEPARTMENT VALVE WITH CAP J AND CHAIN 06-0' 1 PROVIDE WITH A 2-1/2' TOJ 1-1/2' REDUCER. 1ST FLOOR ! -WATER PRESSURE GAUGE lIn IrliW.1114 2t&7 OCI ASSOCIATER INC. camokv EB O➢k,Wo - Ft P- Ft Ww& 427 Centerpante Circe, Suite 1825 ABamonte Spirbak FL 32701 (407) 332-5110 Fax 407) 332-7704 www.odassociateecom annpDAre aF ADrvIaWrATaN.mm ASSOCIATE: NC. © SEP7. -04 THESE PUNS AND THE INFORMATION SHOWN HEREIN ARE 'HE PROPERTY OF EOWND h ORRENW MMRECIS. PA AND RERROWCRONS DISOLOSURES DR USk iNERFAF IN WIM OR IN PARE IS ExPRE6LT PRC- NORFD WIMOM WROMN PERMRSION. COMM. NO: 64OS03UB DATE: 04 ✓ANOARY, 2005 BY: CAD CH'KD: EHO SHEET NO. T-2 OF 8 3 qq EEL-- KEYNOTESE: nl f STANDPIPE UP TO SERVE UPPER LEVELS. REFER TO SHEET F-5 FOR CONTINUATION. F2 FLOOR CONTROL ASSEMBLY Z DRAIN UP TO SERVE UPPER LEVELS. REFER TO SHEET F-5 FOR COWIPINUATION. 43' ui lir m m FIN 7! 17 64- r ern ... td -J� lU41 7 15 t) OFIRE PRUI Ld p z M LLJ LLJ F- cOo < z Q L) >0 rn _j — cr- m (o 0 Lo Z _j L) ui +- _j Z m C) < Ld >_ m D 0 LAJ Q� 0 Z _j w 0 Lf) LLJ Ld W > ......... . . . . . . . It IT CA< o is Zp- ..j .. ..... .... zz' 4 4--4— L) Ld 0 Cr 0 ........ .. ­W4 a (n 0 In > A z SEPT. j04 THESE Ps S AND THE INFORMATION SHOWN HEREIN ARE THE nWPE1RT OF 1LUND & ORMNSIS, W>19MM PA MD REIWOIUCTIONS, DISCLOSURES OR USE 1NEAFDF IN WHOLE OR IN PW 8 WW%Y PAO­ HISITED WRHOUF INKME. FERMS&M. COMM. NO: OMS03YO DATE: 04 JAWARY, 2005 BY: 01D CH'KD: Effio OCI ASSOC14 /W SHEET NO. CauLdft Erakewe aftrmb - Ft Fkrop - WoNd Pain Bamch - FE At/" 427 Conterpointo Cirds, SLite 1825 Altamonte Spin 32701 M (407) 332-For Z) 332-n04 WwAd"godateawn ASSOCIATES CIRW"llEOPAUMMATIONOW INC. OF 5 E W5 ell s 1 a n Y s�. � s � 4a S E! ®TIN W J a Z_ m t n uj W O I N .�No NIncV Q U O w M m N o 6Q Z a g >0 W InQ Q CO to a �u-^ (� U W=� Q hW- _I .. QW Z = U i LJ Ja XOz C tt) W W (n>� J Q W 0 CA< � a ` W ^t Zc f"' S U W m O tl iL S£Pr. *04 THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EOWND R ORiTENM PACHIIEC!5, PA AND REPROOUCROK DISCLOSURES. OR USE THEREOF IN WHOLE OR IN PIKE IS WREittY Pip- NISREO WRHDUT "MEN PERMISSION. COMM. NO: 0405031V DATE: 04 ✓ANOARY, 2005 CH'KD: 00 ConsLi n9 ErVkeem W ASSOCZ47M IAC,'ROF SHEET NO. ahndo • Ft Pleme • Weet PUn Beach • R Mjen 427 Centerpointe Cede, State 1825— Aftamonte SprFge FL 32701 (407) 332-M Fax t407) 332-7704 www.odasoodDeaACAre�ALRHKX � 8 1 KEYNOTES O: 4' STANDPIPE UP TO SERVE UPPER LEVELS. REFER TO SHEET F-5 FOR CONTINUATION. FLOOR CONTROL ASSEMBLY 2' DRAIN UP TO SERVE UPPER LEVELS. REFER TO SHEET F-7 FOR CONTINUATION. PROVIDE WITH FIRE SUPPRESION SYSTEM INERGEN AND ALL REQUIRED ELECTRICAL ACCESSORIES PROVIDE ALL REQUIRED SMOKE DETECTORS. C C BUILDING PLAN THIRD FLOOR — FIRE o, \mUn ' n M . - o -. W Q U Lu 0 t5 a- stand pr e and stairwell 4/r CPK7 P e f1p 0 bodi'd vo d CTION /N 1 /8N = t'-OR OCI ASSOCL47M WC, Cmwdft 8 abndo - R Phrm - Wed Pain 8"ch - R Myra 427 Centwpoints Cirde, "o 1825 Aftemonts R. 32701 (407) 332-M FeOr• 407) 332-7704 wwodamociBt00.tOm cet�e�re oPAvnpm�nax� D ASSOC/A TE4 INC. Lil Z na o m vi LLI LLJ U to 4 N O CN Q O 2D .NMM m to o ciao Z a > ILI Z ,.1-..m O ca a < gLd LV Z LLJ �- m J Q W Q�0O Lo W S LJ co > a J a LJ to i o o T-5 ao0 I W M a_ a I VJ r ti � F U W O X O a � i �z 0 w w a 0 - : O . 7 © SEPT O4 THESE PW45 AND THE INFORMATION SHOWN HEREIN ME THE P:NPERIY OF EDWNO k ORWE M, ARCHTECTS, PA MID REPIMNCDDNS, DISCLOSURES OR USE TNNN DI WHME OR W PW IS EIWRESSLY -W- ROM TMnNf YIRRIEN PlAMESIDN. COMM. NO: 04OS03PB DATE: 04 '14INARY, 1005 BY: d10 CH'KD: fA+ SHEET NO. OF 8 KEYNOTES O: ❑t 4' STANDPIPE FROM BELOW. REFER TO SHEET F-6 FOR CONTINUATION. F2 FLOOR CONTROL ASSEMBLY Y DRAIN FROM BELOW. REFER TO SHEET F-6 FOR CONTINUATION. ® PROVIDE WITH FIRE SUPPRESION SYSTEM INERGEN AND ALL REQUIRED ELECTRICAL ACCESSORIES PROVIDE ALL REQUIRED SMOKE DETECTORS. 40 STANDPIPE UP TO SERVE ROOF MANIFOLD. REFER TO MEET F-8 FOR CONTINUATION. �6 Y PIPE UP TO SERVE UPPER LEVEL. REFER TO SHEET F-8 FOR CONTINUATION. CD C5 �o rn CD LLJ J_ Z F-F w Ul 0 LF�_j 4 40 D OT ' a „,Atr r FIRE U f , SAIA-1 ek 10A �o S z offleF 05 OffIff -42r' 'ORS;` 14964 EKI 'PIPFAIl Room �37 LIJ J Y � o I Z_ - m w �� N Q N C7 Q O m M M m N c p Q Z Q F- z `�, m 0 'n U CV EL Li J Q v Z = m .. Q 0 0 LoxZ Lt1 (O > a. J Q W MoH LT U.o 427 CNOdE .,. ALT RTEEw(ON1763 . Ql< o w A = w � 2 \ ' Q V =K � 1 1-U v C W i 0 0 CL u- Q 0 ' I I 1 1 121 0 stpr. '04 THESE PLNS AND THE INFORMATION SHOMM HEREIN ARE THE PROPERTY OF MND h INMN8k% b9CHRE M PA AND REFROXCRONS. DISCLOSURES OR USE THEREOF IN ME OR IN P&T IS E%PRESLT M- H IMD WRHOU TRTRIEN PERMIMON. COMM. NO: MS03PY DATE: 04 ✓ANOARY, 2005 BY: CAD CH'KD: ENO OCI ASSOCb4= #W, SHEET NO. CmmR; g Erokm rs orhndo - R P3are# • W@W Pdn Boaeh • Ft Alyera % 427 Conterpointo Circle, Me 225 — Altamonte Sprmpe FL 32701 (407) 332-M Fax 4407) 332-7704 / w".ocm"omteacOm ASSOCIATES CEITYROATE OF AMMOMATION wm INC. OF 8 }li ----------------------- } £ t } } 3 { 5 3 = 3 s 3 3 § 3 ias } as 3 3 ay F Y f a f f 4 oY { } £ } Y } 3 j 1 } j i 1 } 3 j 3 I j } f ! z i j } Y i 4w..f 3 3 f 2 5 { i f } } Y 3 f 3 Y 3 i 3 } i ox> } F Y F s laa f { { ------- 3 � 3 f 1 Y S i 5 } s t } 3 3 } E / ------------------------------------------- REMOTE AREA; f ' 1 } A 2 1 r w J Z_ ° m w a �No N tV M m N o QQ� Z a F- a m0Lo Z a N N C=LLJ U Z >- m .. J a a0z Lo w O w to > a R.010 3'olm s t - Q i1 m s W 427 CENIERPOINTE dR, PSUITE 7525 k (✓1 ALTAMONTE 9=RINOS, FL 1270T FL REG NO.: PE57713 E f Y 3 jayq[�j f f 3 f Y L .d £ W 2 U W ' 3 _ � O 3 � T 2 } } i 3 i f I £ £ 5 3 3 5 f # } 3 3 f f REMOTE AREA #2 ._.w_ __,....._. ,..____._._., _---------- � t ... - _ _ _ _.... _ En t p I , _.. ®, 3 z_ pS-Pr `04 THESE PUNSAND . THE INFORMATION SHOWN HEREIN ARE THE PMKFP OF MNO h DMNSAS, NMMIECm PA AND R�WCRONS. OSOLOSORES OR Lsf, VERRN' IN WHOLE OR IN PARE IS EXRESKY PRO- HIe1EO MiM v MMN PERM4610N. COMM. NO: 040503MY DATE: 04 14PARY, 2005 - RO CT10 BY: END ® CH'KD: E0Y, 00ASS" 7M INC. SHEET NO. ConawWV Ergineertr odwwlo - Ft Fbrco • West Pale Beach' Ft Myers 427 Centerpointo Cacti, Suete 125 -- Aftamonte Sprepa FL 32701 (F (407) 332-5110 Fev (407) 332-7704 ocAt � ASSOCIATES �� 8 4KMVIINC. A T L A T I C AVENUE - N �PLANTER PILL ER e TAIR I a y � INERGEN AGENT CALCULATIONS -14 DESIGN FACTOR 0,419 CYLINDER VOLUME 439 MAIL I �_ ENTRY ROTUNDA CEILING SUBFLOOR CEILING SUBFLOOR TOTAL OR E W AREA AREA CEILING SUBFLOOR CEILING SUBFLOOR INERGEN INERGEN INERGEN001 ROOM NAME LENGTH WIDTH REDUCTIONS HEIGHT HEIGHT HEIGHT VOLUME VOLUME QUANTITY QUANTITY QUANTITY Q / 1 O 2973.60 0.00 1245.9 VAULT I 20.16 14.75 0.00 1245.9 DATA/ ---- - PHONE ELEV, ELEV, TOTAL AGENT 2973.60 0.00 1245.94 0.00 1245.94 005 GRAND LOBBY FREE VENTING: TOTAL CYLIND RS 3 �� 09 DISCHARGE TIME 45 SECONDS - - PEAKA _ _ WALL FLOW RATE 4741.2 IIIIIIIIilill.111111111111111111111111111111111111111.IIIII. IAHI'!$ Ills IIIIIIIIIIIII P ELEV. EO. WALL STRENGTH 5 LBS. / SQ. FT. E w EL C 5 3 h�ilN. FREE VENT 18L29 SQ. IN. � 0 7 008 Q Q Z iz ,�, Z INERGEN AGENT CALCULATIONS S A=F NFORMATION O to on O DESIGN FACTOR 0.419 CYLINDERVOLUME 439 tt 006Lu ?Sod 20P_ �[ lit CEILING SUBFLOOR I W S 00 CEILING SUBFLOOR TOTAL SU 00 O AREA AREA CEILING SURF OOR CEILING SUBFLOOR INERGEN INERGEN INERGEN O ROOM NAME LENGTH WIDTH REDUCTIONS HEIGHT HEIGHT HEIGHT VOLUME VOLUME QUANTITY QUANTITY QUANTITY O ad /'\ VAULT 2 25.25 20.33 10 5133.33 0.00 2150.9 0.00 2150.9 MEN WOMEN 012 013 ❑ TOTAL AGENT 5133.33 0.00 2150.86 0.00 2150.86 _ [� __ _ _ _ _ _ A ice-- ______ - FREE VENTING: TOTAL CYLINDERS OQ A 12 DISCHARGE TIME 45 SECONDS 75ad LEASE SPACE PEAK FLOW RATE 7902 WALL STRENGTH 5 LBS. / SO. FT. NTRAL STOW. p17 LE I MIN. FREE VENT 302.15 SO. IN. SPR. OI4 P RM. 1 E R ED M t o16 1242 SF PUMP _ 7 0 GENERAL NOTES I). 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 4a-9w JAN, 2). ELECTRICAL CONTRACTOR SHALL PROVIDE 120V, I -PHASE POWER TO ALL FIRE 1 MECH. 019 I DAMPER OPERATORS FROM NEAREST AVAILABLE 120/208V POWER PANEL. -- -- 018 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. AIR 2 S EQUIP: YARD 0 3__- n (GRAVEL) n GENERA TOR TOR � Nil, 02I NOTES TO BIDDERS I.) 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 SCALE: US" = I'-O" STAFF ELEV. LOBBY 022 LEASE SPACE 023 1780 SF 1 ❑F F❑ (STQEETI LEVEL) 0 m. El Ld Y � � z W mN to V)0) a fn Al O Nre) N m to �a� coo) zo I Q z O W z � to � Ln �- Z < < mLi J N � V D 3Li 0 � v 0 I-Z J Q Z U >_mLAJ Z) 0: a 0 �mZ 0 W co>OL U W Q W U U) 2 Q U � IzIi Q J Q w V) cC D O U LLI Q z 0 N ®C Z : im y O Q IL m W � 8 Ll1W _j>a 0 E -j O 1- /_\I LL tJ O (n o H U X O D_ W m 0. Y 0 m W Z o w rn s y x > w ir 0 Z � W 4 n' N n LLLLLZ © SEPT, '04 THEsE PW s MD THE INP IIIATION SHOWN HEREIN ME THE PRI PM R EDIUN owrt'mts a1pEr AMIKE ; PA MD RSMOODCVP96 PSCt ON IISE RETEF N wglE W x PMf 6 DwNEssr PRo- xeEn wmuur wPmEx PDawaw. COMM. NO: 040503VB DATE: 20 SEPT. 2004 BY: BORRBLL CH'KD: PD SHEET NO. F IS - I OF FOUR BALCONY U -611 ❑❑ AUDIO film lilluillillilliUll 2 E�LE�Cr,) LOBBY L G l o UP ❑ i STAIR I OIEWING 226 LINEAR DN 6 CLG METAL I I AUDIO IF L „ ❑ ❑ 207 CL 1 CLG 227 PUBLIC (RECEPTION ------------------------------- N. DATA >ELEV. ELEV. Oo - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8' 6'J ❑ ❑ ELEC. MEN ?GEN AGENT CALCULATIONS ------------------------------- M 203 ❑�❑ ------------------------- ------- ❑ CV ❑ ROO VJ zI4 � ❑❑ ' OFFICE FACTOR 0.419 CYLINDER VOLUME 439 °9 - 224 -------------- CEILING SUBFLOOR CEILING SUBF-LOO12 TOTAL k"-9' O° AREA AREA CEILING SUBFLOOR CEILING SUBFLOOR INERGEN INERGEN INERGEN ----- ------ _-- --- --- U 210, EX WOMEN CLG ROOM NAME LENGTH WIDTH REDUCTIONS HEIGHT HEIGHT HEIGHT VOLUME VOLUME QUANTITY QUANTITY QUANTITY I I F-2-0-41 EVIDENCE VAULT 36.417 24.75 FREE VENTING: DISCHARGE TIME 45 SECONDS PEAK FLOW RATE 14224 WALL STRENGTH 5 LBS. / SO. FT. MIN. FREE VENT 543.86 SO. IN. ------------------------------- 9013.13 0.00 3776.5 0.00 3776.5--------- ------ -5 TOTAL AGENT 9013.13 0.00 3776.50 0.00 3776.5 O SOFFIT TOTAL CYLINDERS 9 ( ❑ 73od ❑ 4 10 GENERAL NOTESI D. THE PERIMETER WALLS OF ROOMS PROTECTED WITH INERGEN MUST BE CLOSED FROM THE FINISHED CEILING TO THE FLOOR SLAB TO CONTAINAN INERGEN DISCHARGE. THE MECHANICAL CONTRACTOR SHALL PROVIDES STEM 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. 1 ILY VAULT u' m I I I IttJ z -------------- ❑O O 223 J 210 Q O O III m FR EVID. VAULT p I 1 I I I _ I AZ RD I 1 BION A ❑ - O OPEN F I ------ o ---- ---- n1lunlaiil nlnl11n1 unulluunn ❑ I____'-_ 10 r----- o O STAIR 2 WOMIlN 1� [ STAFF 217 r---------� ELEV. ❑ ❑ I I 1 1 ELEV, LOBBY MEN O STOR 0 218 I F 219 232 315 ❑ UP DN 1 1 1 1 OBQEAK 220 ❑ O U SKYIDG ❑ NOTES TO BIDDERS I.) BID ONLY 435 CUBIC FOOT CYLINDERS (NOT 572 C.F.) 2.) INERGEN DESIGN MINIMUM N.I.C.E.T. LEVEL 4 3.) SITE :aUPERVISION MINIMUM N.I.C.E.T. LEVEL 2 w Y a ^ Z_ ( W Q (nO)O V) N V) 0 za I Z U O — W 0 D-®� OfQ a w ^ N U CL=n Q rW— Z = rm v Li J Q MOZ 0 Ln W :Z W cp > �- U N a W F� � N a I U Q a Q w (n cy U LU Z 0 I— o uCID ®Z Z��.1 'I 7 o a1L LJL m W 0 of WU 06111 >a �IIL -j O Uo U)°u- U W ly o CL LL m a Y q 0 Ei P w O Z W O N w LO o z � w F Q n' N 0 0 Z © SEFT. '04 THESE PU s mo TIE INiDPWTKKI SHOWN HENEIN N THE PIOPEFIY ¢ E OrR11B4 BNIOEY NEWT= PA MD REPSWIICPOl6, 05fd0AJSE5 oR t� IIWi N rME OR M PNif R �1 PAl- HBIED WiTISUf WRRiFl1 PFICl�Wl. COMM. NO: 040503V8 DATE: 20 SEPT. 2004 BY: 1902R9.L CH'KD: PD SHEET NO. FS-2 OF FOUR BALCONY DARK BREAK 302 FRINT � 305 CAMERA 307 303 J L L , 1 i NO cm CM CLG. CLO CLOTS. 306 30 7 ----- ---- CLG Em ..o ELEC. MEN 101" jr A nunnnnnnnnnunnnmm�mmnnnnmi ---------- UNISEX WOMEN 313 F 311 Or_-------- U m 'EIIP OFFICE 316 OFFICE 317 EII I I , I ' 1 INERGEN AGENT CALCULATIONS DESIGN FACTOR 0.419 CYLINDER VOLUME 439 CEILING SUBFLOOR CEILING SUBFLOO12 TOTAL AREA AREA CEILING SUBFLOO12 CEILING SUBFLOOR INERGEN INERGEN INERGEN ROOM NAME LENGTH WIDTH 12EDLJCTIONS HEIGHT HEIGHT HEIGHT VOLUME VOLUME QUANTITY QUANTITY QUANTITY COMPUTER ROOM 20.25 18.75 FREE VENTING DISCHARGE TIME 45 SECONDS PEAK FLOW RATE 6321.6 WALL STRENGTH 5 LEIS, / SO. FT. MIN. FREE VENT 241.72 SO. IN. 9 1 3417.19 TOTAL AGENT 3417.19 TOTAL CYLINDERS 4 179.69 1431.8 159.1 1590.9 179.69 1431.80 159.09 1590.89 GENERAL NOTES, " 1). THE PERIMETER ALLS OF ROOMS PROTECTED WITH INERGEN MUST BE CLOSE FROM THE FINISHED CEILING TO THE FLOOR SLAB TO CONTAIN AN INERGEN DISCHARGE. THE MECHANICAL CONTRACTOR SHALL PROVIDE SYSTEM DAMPER FOR HIS SUPPLY DUCTS UNDER THE FLOOR. SEE MECHANICAL PLANS FOR LOCATIONS AND DAMPER DETAIL. Z. ELECTRICAL CON RACTOR SHALL PROVIDE 120V, ]-PHASE POWER TO ALL FIRE DAMPER OPERATORS FROM NEAREST AVAILABLE 120/208V POWER PANEL. 3). ELECTRICAL CONTRACTOR SHALL PROVIDE CONTROL WIRING BETWEEN THE FI DAMPER AND THE INERGEN SYSTEM CONTROL PANEL. COORDINATE WITH INER EN SYSTEM CONTRACTOR/INSTALLER FOR EXACT LOCATION AND REQUIREMENTS. PUBLIC', C rTrHISESTING ROOT PROTECTED BY INERGEN. CLOS BAN. 32 TESTING 320 322 CM T AFF III UNISEX UNISEX 6" DF I m �J L OPEN OFFICE 314 I 308 ICE 315 __ D ---------; Z Q W ------------- ----------- OFFICE SUPERVISOR i 324 L----------- IMPUTER 20'-3" --- ----- 326 O TRAINING 327 m� NOTES TO BIDDERS I.) BID ONLY 435 CUBIC FOOT CYLINDERS (NOT 572 C.F.) 2.) INEr<GEN DESIGN MINIMUM N.I.C.E.T. LEVEL 4 3.) SITE i SUPERVISION MINIMUM N.I.C.E.T. LEVEL 2 W _ Y a o Z a w _ w mto a Nrno N �a� m v) ago N O Zp I Z a L) p-rn w CLX(D U- ^ N U d S 0 �_ Z = LAj rm Lu J Q moz O Low= w (D>CL N U In Lu g LW r U D ul U Q D a _i a w O U LU Q .__I_ i- O LL LL >:� 0 � :D Oar UgLL Ym WZt U �w W _U >a _J L _j O I,_ U LL O U) m Df L) w O O.' � o CIL U- Q m Y 2 in I W Er o z o N � N w M o z � w � a 'n N o - o z © SEPT, '04 THESE PLMS MD THE INEDRW SHM HEREIN ME THE ERWM DE DNuo DIiRMBlS SfHDEY ARMEM PA MD NFPNWYCIpIE, D6A00S0 M USE IEE]EDE Bl MIDIE m N w 6 ElNRF59.T FiCI- H®IED NIINOU( N'IIDtDI PEA1690N. COMM. NO: 040503V8 DATE: SEPT.20 2004 BY: BORRQL CH'KD: PD SHEET NO. FS-3 OF FOUR FRI O O O O (� BALCONY R- II I I L_____J LL F2 ELEVATOR LOBBY I 401 0 406 STA I ' 403 404 ------------ F 408 -�- PH. I� � � ATA 0 �] _ 71 o0 OPEN OFFICE ELEC. MEN P R A 409 410 411 O a z 0La m a 0 OFFICE 4 2 1 1 , INERGEN AGENT CALCULATION DESIGN FACTOR 0.419 CYLINDER VOLUME 439 CEILING SUBFLOOR CEILING SUBFLOO12 TOTAL AREA AREA CEILING SUBFLOOR CEILING SUBFLOOR INERGEN INERGEN INERGEN ROOM NAME LENGTH WIDTH REDUCTIONS HEIGHT HEIGHT HEIGHT V LUME VOLUME QUANTITY QUANTITY QUANTITY ROOM 407 7 7.083 10 495.81 0.00 207.7 0.00 207.7 TOTAL AGENT 4 Al 0.00 207.74 0.00 207.74 FREE VENTING: TOTAL CYLINDERS I DISCHARGE TIME 45 SECON S Q PEAK FLOW RATE 1580A WALL STRENGTH 5 LBS. / S . FT. MIN. FREE VENT 60.429 SQ IN. D. THE PERIMIETER WALLS OF ROOMS PROTECTED WITH INERGEN MUST BE CLOSED FROM THE FINISHED CEILING TO THE FLOOR SLAB TO CONTAIN AN INE GEN DISCHARG . THE MECHANICAL CONTRACTOR SHALL PROVIDE SYSTEM DAMPERS FOR HIS S, PPLY DUCTS UNDER THE FLOOR. SEE MECHANICAL PLANS FOR LOCATIONS AND DAMPER DETAIL 2). ELECTRICAL CONTRACTOR SHALL PROVIDE 120V, I -PHASE POWER TO A L FIRE DAMPER PERATORS FROM NEAREST AVAILABLE 120/208V POWER PANEL. 3). ELECTRIC L CONTRACTOR SHALL PROVIDE CONTROL WIRING BETWEEN THE FIRE DAMPER ND THE INERGEN SYSTEM CONTROL PANEL. COORDINATE WITH INERGEN SYSTEM C NTRACTOR/INSTALLER FOR EXACT LOCATION AND REQUIREMENTS. lsl 424 MECH.7 425 L AIR 2 STAIR 2 I PE p �a. SCALE: 1/8" = I'-O" UNISEX OMEN 0 415 416 I� co 1 I 4 l� u ELEV. LOBBY 433 91 I•I m 0 I I I I I V 1 L _ , I I I I 1 1 1 �FICE L 418 ICE 1 DO I I 1 I I I '----- , - WO REA 1 1 436 I I 1 L , I L1J 0BR ROOkf u (FOUQTH FLOOD) NOTES TO BIDDERS I.) 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 w o z� m W �� a cn(O N N L) Q N m FW-Md 0] V) oo Z QO Z a g 0—m W o IL0Ln a �` ^ N v CL Z = �m v O w J Q ��O tnWS W co > a (n N U a W F- � D 2 Q U W D Q a J Q W t/) uJ 0 Z F— o `L U-V (co p V Z V' Z �m b QU- L'IYm W_ z U I U_ >>a rl U- -' o � OO Wo0 U LA O 4: w O 0_ m a- m W z W N 0 Vl w o Z� � w a N o _ Z © SEPT. '04 THESE PUNS ANO THE INFORMATION SNONN HEREIN ARE THE PIm mWo OWIFIBK �r NmBIEWE PA IRO APR E OR mb. 019.1f15UR6 OR WE MD R TNERmF x NNWE OR x PNR 6 ONflfsr wo rmnom warRN � COMM. NO: 040503VB DATE: 20 SEPT., = BY: BORRH.L CH'KD: PD SHEET NO. FS-4 OF FOUR 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 �4-- BALL VALVE IN. COUNG SPACE -- VALVE IN CAST IRON BOX FCO 0 FLOOR C LEANOUT Q EXTERIOR 2-WAY CXEANOUT. PLUMBING KEYNOTES: ❑1 6' SANITARY/SEWER PIPING BELOW GRADE WSTH 2-WAY EXTERNAL CLEANOUT. ROUTE AND TIE TO EXISTING CITY SEWER SYSTEM. FIELD VERIFY EXISTING. (266 DRAINAGE FIXTURE UNITS) 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) ❑3 SHUT-OFF VALVE IN VALVE BOX ®4' SANITARY STACK FROM ABOVE. REFER TO SHEET P-2 FOR CONTINUATION. O3 SANITARY STACK FROM ABOVE. REFER TO SHEET P-2 FOR CONTINUATION. © 3' VENT UP. REFER TO SHEET P-2 FOR CONTINUATION. �7 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 SO.FL). REFER TO CIVIL DWG FOR CONTINUATION. 10 3/4' U.G. COLD WATER TO SERVE HOSE BIBB. 1' GAS PIPING TO SERVE WATER HEATER ON 11 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 SOUNOD VALVE CONNECTED TO FIRE ALARM SYSTEM. 14 1' U.G. NATURAL GAS SERVICE MATH REGULATOR/METER. (SET METER FOR 150 CFH A TOTAL DEVELOPED LENGTH OF 96-01 15 6' PRIMARY STORM FROM ABOVE. REFER TO SHEET P-2 FOR CONTINUATION.. 16 3' U.G. NATURAL GAS SERVICE WITH REGULATOR/METER. (SET METER FOR 9509 CFH A TOTAL DEVELOPED LENGTH OF 10'-0°) 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) 1 Y I c� n C) oU wUj Wvo_ 4r ------------ _..,.� "ys rfs 1 ,' i `+.y .r v8 "4$ ➢� Vi e 4 GAS 2 W GAS } W J Y Q � � ^� m N W O �t.0 V) ¢ ENO Cn N Q C) O CO K? r`7 m � o Q Z W o .Q m0Lo N N U CL_ 0 —i < Lot Z v Iz >-m .. O s J <[ O Z LowO W (D > n- � g � o o� w S x w a ! iJ W O Ct L� ) N Z Z O w :n o w a � a 0 w M F M wz � Q z ©SfPr •04 THE$ PUNS ANO THE INFORMATION SHOWN HEREIN ARE THE 1 PROPERIT OF EOWNO 3 ORRENM )ACMI , PA AND REPROOUOTIORS, bSLL65URES OR USF. THOW IN MHOIE OR IN PNtt IS r1PR y PRO_ .. MORE) wmwut WRMN PERMS W 19 COMM. NO: 04050311B DATE: 04 ✓ANOARY, 2005 BY: RC CH'KD: RR OC/AS8OCM7E& AC. (r SHEET NO. 427 Centerpoante Circle, S&t¢te 1625 Altamonte Sprrxjk FL 32701 (407) 332 5TI0 Pax 407) 332-7704 �ASSOCIAT£5 www:omaaeociateacom OF 11 CEmAeATR W Avn arvATwN i mmm INC. r' `CID II r.:.Lij GJ Q J - V) Lt. Z: L-jCL r UF051 8IRC49 L vs T- LC #21 � 1 PAID AffIT a Y 1 " Fil a �. i 1 3 11r ny 1 OPEN of'rict, ir 71 mall I E St.1 b°t6 �. 11 i 3/4!11-1�2" 1I' 1 � 1 3 E ' :' j3� ROUTE 2' COND. DR PIPINGTN;t LEVEL CEILING SPA NO TIE TO� STORM PIPING WITH ELBOW DOWN, 8 01 F 1 REP, 10 9Y Fl$ m C T Zlow 0pr '01 Irr 12S 3 € 1^4 i r _mAa low , fY f � 110 „ L11 T 33 R<eS� 3/4"j i I t WCO { - I _,� w 12" M 3/4" 2 �� 1 1 1 . BALANgN VALVE r 1�1 AK 3 11d@=l I PLUMBING KEYNOTES: 4" 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-Ile C.W. PIPE UP TO SERVE UPPER LEVELS. REFER TO SHEET P-3 FOR CONTINUATION. ❑6 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. ©2" HUB DRAIN SERVING MECH. EQUIPMENT CONDENSATE DRAIN DISCHARGE. w z ° o m W �0 Q N O �MNO Q O w N ao Q<� z a , >®� W F- A z a M ILD N U N a=� w Qm Z D = :. b J Q MOO In w S LLJ (D i d Q w rn Imo.. � o 1-41 = j M a 4z t— U ! WJ CG O a w N Z O Ea. O c 4 N r, z Z © SEpr '04 THESE PIAN5 AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF E UND h WEENW. ARCHOECIS, PA AND REPRODUCHDNS, DISCLOSM OR USE THEREOF IN WHDIE OR IN pm IS EtPifSSI.Y pFA- - HISDED WTf4a WRnrA pERM55IDN, COMM. NO: 040S0308 - DATE: 04 ✓AMMRY, 1001 BY: RC CH'KD: KK OCiYA89=A7M IAC. SHEET NO. Cmwuft B OM�ndo • R P • Ft *an - 427 Centerpante C'vde, Suite 1025 — P2 Aftmon32701 (407) 332-5t10te F87 t 7 332-77" t .nssocrarCs ®F mm.CES Ate@ ,'COM INC. 7 Ilk w J Z m w ►w— ' Q o 2 m N o o�c IW— z < mOf 0LO N _J N m.._,...m. 0 Z d i- ........ LLJ U s Ld R, 0 O m LxJ O J a 'b � "`w. .. .. 5y^ .d. ....,......yy. 9 {., �i ...m......... f .............. 6. [46 CARF,[S 7� EL?ti' I s� I B I qp o ,/€ ¢ N fe— is , W w 24,E .� j i ? p £ ICI ........€ F O Lo IL.w j g �, b � 1 3 i f,€ •Mj � 1 � r,$.., r ! L i� q t A1/1 Ll 17 zf rr f fit 69 Alt, �,— / • '� � ��� pa81r no � PLUMBING KEYNOTES: +fig p y5p yyy SSSfff x�o ^'� r£T R ni b'Pd &P 3 .. - L ' S �� HYN .....v,�,... ,wm ,,,, ww ,_-w,___ .rmm,w y yy q(�( �� yyey�y?� {ygt>yygag & s A ..'�Y € .&£8ld E ���� �1 4' SANITARY STACK FROM ABOVE REFER TO g II SHEET P-4 FOR CONTINUATION. 6 h _ z ❑2 3" SANITARY STACK FROM ABOVE. REFER TO Q __. x pp � SHEET P-4 FOR CONTINUATION. W u� aN wTE "aR' SITE 1=5 a° fit 'a° N ALTAMONTE SMNGS. FL 32701 € _ sf f ❑3 3" VENT STACK. REFER TO SHEET P-4 FOR FL REG. No.: PEsnas _ f 11€It _ . r, CONTINUATION. _. OPEN Of�iATB AfP r � ®2-1/2' C.W. PIPE UP TO SERVE UPPER LEVELS. 1 EIyC-2 off# _ REFER TO SHEET P-4 FOR CONTINUATION. td 1 p -' m w- " 5 4" STORM PIPING FROM ABOVE REFER TO SHEET i x i 1 Oki', � �� P-2 FOR CON'➢NUATION. _..._� ---;_-_.._.__ a: b] 3/ x z� z �mmw - - __.-».�--- " ����u � �M � m © 1" GAS PIPING UP TO SERVE WATER HEALER. SEE SHEET P4 FOR CONT1NUAl10N. PRIMARY ,'" i 1 "`°„ ❑ TO SHEET P- 2�FOR CONTINUATION. PING FROM ABOVE REFER 1 . s �i c..,., .. iA a7 t 1 - - — - - _-� 21 /07 F'�41 g 2 HUB DRAIN SERVING MECH, EQUIPMENT 3 4 -2 LIS "7 T � � CONDENSATE DRAIN DISCHARGE tzI f r f� 4 ..,.... m..,,. .° «.a "P ..»r..w..,..w,.. .` ,,,,,.•^ ,zjy' 7 1 »��. —... f ,.xrv�„�a. .. } f 3 4 _.�. .. �offleC .,, fll`F 4i x { F 7 f# L } Ei2 WE# f� �� dr1 _. d.� � ! 3 t fc.m.l.�..,mw,......«.«.,�,r.,._,,.,w,....�..,. .S 7 I b _. .m •�•µ i � ti � s 9 1 € 7 1 1 _ } Z U ii i OPEN offlef r 2� � 22 L v R w.� ♦ 6 f e 9 ��. 70 �� 3/4� vW FIl_l 4- 1- _ ww O CC ROUTE 2' COND. DRI PIPING TN'10WER _ 1 � w?>!4 __.e. .._,. .. .... y w, LEVEL CEILING SPAC ' ND TIE TO 34 Ct O 0 PIPING 1H 0 OWN. STORM N WITH � ELBOW D „� ,,, � � fi12 p g i g 3 4" �,£YY Ci 3/4. AIR ,Z — mr- 1 Ef T 3/4; dui' r,-.� - - _,, T rf�fr islfll ffl€ 1 e x n I II/ �d 3 R } 3 t 9S FfF' 9.14� rv(� i k 1 Jr I—t sn Ta z # ' I > g s t } mt LvN t L jj jjj t 7 , IMB_t % � O taJ Cl a«. r................ 4 © SEPL 'ON HEREIN R PLANS TSF [„tl THE INFON EQW SHOWN.ER114% II CM PA AND OF fgWNO A OnIENfl45, ES OR PA n!0 XOND 0 INS, PART S UPKS LT 115E HIOMF IN WV Cfl IN M 6 FkPPE4L' i PIiO- tg. XIaN:D'MIHOUT MARIO! POIMI�IdY. f' COMM. N0: 040503UB DATE: 04 JANUARY, 1005 �pq BUILDING 1 :�,�"�"�.,. FLOOR >� -PLUMBIb CH'KD: /fK OCI A33+OCI = M. SHEET No. Co1z8i ift Engneere Orlaode • R N&M • WOO Peln Boaah • R MI'en 427 C-W rponte Cade, Slife 1825 — 2 Altamonte SprbV FL 32701 ` f (407) 332-NO Fax (407) 332-7704 www.adaeeocialmean ASSOCIATES c"Al ATea AVnNI1 =NMMlt INC. OF 11 ' 2 diIt' �I . OE TOO? toggy LL,J c,WPd gl"d I I; 1 I cl OF 1 w P41IC ,AREA / j kl- .�3}P I I 1 3 r 1 7'qF Y!)R. Xhjnd Al e and stairwell 41° cue m H@J - - 11 3/4 3/4" q � �ftEE�'s$' ' ' d✓'s�& Sr ice, „tart OPEN offtCE 317 3/4 pee r- i Tro fj eA909 AN 1 ........ .i ct s`EARZ'6 I 1 III 8 P 1_1/2 ----_, /t$fd p 3/4 ROUTE 2" COND. DR PIPIN"R —1 LEVEL CEILING SPAC ND TIE TO STORM PIPING WITH ELBOW DOWN. 9 5 s1 61I —N-1y "' ] 2i 7 mr4 £R y past e'11'Y _-9-3--- ------ 9 7£RfERS co33,2 r•a�I eedk ergs _ „ F2i5 gr �a°°e board rker 4oarrd' TRAIN 0) 13E] da41R 1 ffI E PLUMBING KEYNOTES: E] 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. ❑4 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. �6 1" GAS PIPING NTH 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 6" PRIMARY STORM PIPING FROM ABOVE REFER TO SHEET P-3 FOR CONTINUATION. �g 2" HUB DRAIN SERVING MECH. EQUIPMENT CONDENSATE DRAIN DISCHARGE. W J Z m Vi w 0 ~ co Imo- a �0)CN Q O Do M 1) m V) o QQ� Z < >�rn L.I. m d m Q a < CN Lu Q" J Z �m D 0::a a z Lo Wo W co>� 0 z 4 w Q W ^ a g `< W V y q ti Ld O a 9 m O z Z o En v" > Ix o w I- N L] o z (D PfFr *04 THESE PU s AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EOW NO 6 MENU% ARCMIECIS" PA MD REPRO MON% 0ISOL05 M OR Ua THEREOF IN WHOLE OR IN PWD' IS OPRMY PRD- HIeTEO WIDIOUT WRITTEN PERMmN, COMM. NO: 040S03PS DATE: 04 1400Y, 2005 BY: Re CH'KD: KR =AaSSC aA= /W SHEET NO. cor+s ift Eltgneers Orlando - Ft p"W - Wod Pain B"ch • FE *am 427 Cerderpointe Cade, Sute 1825 — AltmonleFa>r FL 32701 (407) 332-5110 407) 332-7704 t assocdnrC. OF 11 OW T. C. i a s Ll �µ .-.,�- - - i °a� I � � g mm� ®�¢� $ gyyy a " 5 a_ i' `•,, dam` ' 2^ }` I I t; I %•,g L402 I f—�CrAC ,, ar � �, Pi� z PLUMBING KEYNOTES: 7 ... Fil e SANITARY STACK FROM ABOVE REFER TO SHEET P-6 FOR CONTINUATION. A/ J � 2 3' SANITARY STACK DOWN. REFER TO SHEET ..... .� Pir�1 JG 4t3 [ P-4 FOR CONTINUATION. ON offff ell-' q, ❑3 3• VENT UP. REFER TO SHEET P-6 FOR i s _ ., , , `3 I t " � J 4P O 1 ( CONTINUATION. (I 3 TO SHEET W6'0.•, - KE P- 4 FOR PCON CONTINUATION. REFER 1 WCO 4Y M �• � ' L?� 1 — — # 1 P-4 FOR CONITINUA NG FROM ABOVE REFER TO SHEET PRIMARY STORM PIPING FROM ABOVE REFER _.�. µ— t T G� TO SHEET P-4 FOR CONTINUATION. `'� 3 - r •_••-'d"� Ca- �7 3/4' COLD WATER PIPE UP TO SERVE HB-1 ON € 9�4FIFTH FLOOR i 1 CONTINUATION.LEVEL REFER TO SHEET P-8 FOR- F„ { y ! ® 2" HUB DRAIN SERVING MECH. EQUIPMENT j t9} 4 {,_w" m,_,", , CONDENSATE DRAIN DISCHARGE. a Ji a J 0 C i I ..a 3/4 � � IIffICE 01 �E v i1�Iti.G ...........: ."'^•^.,,,.,•..,,,....I � s � t. t € � —� mm xs» sa � � 1 t t 1 f s 2• m r� I Z. iY 3 _ € a [[�r3/4 HB—' E— 4 HB_i Iv , 4 L Sc% _ ROUTE 2' COND. DRPIPING IN LOWER `; 34 LEVEL CEILING SPAC ND TIE TO i STORM PIPING WITH ELBOW DOWN. 430 / I x 5 3/4 1-1/2• a t LL6LR,1z• 1 1 � t 6IWC0 , llu _... �1 4 i 1 i J- OW AREA 3 µ 43F LVE a r -- w J z m W W O Lo I— a =N© 1nM� Q O ro M m N 000 pQQ z a c 0 _ern w {— O z a a m 0C €3 9 O(~j a a_ 0 H J Qv Z ia- m J Q W., z Lo � 0 w w>IL I- F U Q eep LLJ f EE II$o�� J Q W N e� W O � a�a 2 = W v � Q. Cv moo F-- U Ld `O w. ....-.. OL Lill. Y z o O Ln �7p t^ 2� �8t1 _ > Itra A ROO y 1MB-1 < CJ © SEP( '04 ...,u-" THESE PUNS AND THE THE ERiONATION SHOWN HEREIN ARE THE PRO MD OF EDWND t ORRENS45. E3 OR USE PA MD PEPROWCIIONS, CRCWSURFS OR USE 1HERcUi NNOR IN R IXPRFSStY PNO- HID WITHOUT WRREN ROUWON. COMM. NO: 0405031I8 p R A'GArN DATE: 04 JAI2005 BY: Re BUILDING PLAN F"0'U1R1`H F-LOORCH'KD: KK S ALE: 1/8" = 9r-0° I MAMMA= AC. SHEET NO. CaneWtirti9 En�rlee/e Od&wb - Ft Ptslce, - Wed Pan Beach - F3 Mysm 427 Centerpo-inter Circle, Slice 1625 — ABemonte Will FL 32701 J (407) 332-51I0 Fair 407) $32-7704 www- cusociat"corn ASSOCIATES OF 1J eeilHCI oP wnavMpl+I men INC. } ww__w _wwww.... _ ..__. mi 2 F £ wmF 3. f } 3 w«........ ww ,y nFrAu, w...«.. ...µ ...»...w«www. www 6 40 } "F CO \ j - ST- —� CO ST_. (BO�SQ.FT.) m 4• \ � 4-J — `--- 57--- 3t } FE. Ft t 9 F£ yf PI • � 4 3 __ _ 4•� � I (900 SQ.FT.) ; w-� F Y I 3—®--ST—(75 4- (1100 SQ. 6• q� � B• 4. 1 {700Q.FT) -- -- ST-------- �1—Sr- ;a I (7 ) ED I i Cw f y Y is I E S CO IT 3 } I y d ° RD � 4•� 1 ��� � 'y; { I i \\ 6• co t d C CI ( y 4 ST n �. — 4• , I i (soFr.) RD.2 — —s �— -� 1 ` 9oFT. (gorJ i CO � w_w 03" VIR ..,, 1 H ww. -_-www p a � � � 6" 4i j DO IF- �— -- — --^ST —L T —f _ if-M di • e g �6•,I I; .. ,a v 3 9 i ..w .. ...... 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FOR EXACT ELEVATION OF THE DOWNSPOUT NOZZLE. 6" SECONDARY STORM PIPING TO DOWNSPOUT NOZZLE ON THE EXTERIOR WALL EQUAL TO WADE MODEL #3940 AND INSTALL NTH STAINLESS STEEL MESH AS BIRD SCREEN. REFER TO ARCHITECTURAL DINGS. FOR EXACT ELEVATION OF THE DOWNSPOUT NOZZLE. ®6" PRIMARY INSULATED STORM PIPING DOWN. REFER TO MEET P-5 FOR CONTINUATION. g 3/4" COLD WATER PIPE FROM BELOW, REFER TO �7 REFER TO DETAIL 4/A-11 FOR DETAIL OF DVERLOW NOZZLE GENERAL NOTE 1. INSULATE ALL HORIZONTAL RUNS OF THE PRIMARY ROOF DRAINS. Y a Z m N W W I— (0 Q ENO fnMN Q U O w M OQ� Z Q 00 J � Cn i- Z a m�uo �...Q ..Q _jL�(N N CL LLI <( JLLJ Z GO .. J a Li x0z u/ €♦] O W w > €a J Q W to c ~ � � 3 o V <: � aqa � a v y 4 c� V a. tn M O € W •' O O ^� LL t � t 5 0 O W EnN O > GJ i $ WO 4 O_' K O � W O N M t"i N V .Z © SEP". '04 THESE Pt S AND THE INFORMATION SHOWN HEREIN ARE THE POPEAIT OF EOWND & DRIENRSS, MfUlITECTS, PA MD �UOS(JRES R USE / THEREOF IN WHOIEE OR IN RM 5 WREMYPRO- HIWM WRHOUT WRRTEN PERIS6M �^ - COMM. NO: 040503PB DATE: 04 JANOARY, 2005 BY: RC CH'KD: A'K Oa ASSOCIATES, INC. SHEET N0. Consaft E,ngkwwo orkwb . Ft pkrae • Wed P.M B"ch • R Mysm 427 Centerpointe Ctele, "o %25 — P6 (407) 332-M Faar 407) 332 77W �e t corn ssociArCOF 11AMf�ON INC. 4ic r♦ ♦ 1 ♦♦v rt-t/2 ♦ ♦ 4TH FLOOR ♦ i 3' 2�/// / / 1-i/2'—sh I ♦��� ``� -2' _ I � 3RD FLOOR 2-7 / I I `✓/ 2' I 2• I /'/ 3" ♦♦ F 3• 2ND FLOOR c ♦ <' 1 Ste. ` ♦ C2. 1ST FLOOR ♦ ♦ I td@� WCO / / a i / 2- / / / / 3" / A �O Q4 ` \ �2. 1 2" sh 40 1 I ♦ 2• 3'VTR ♦ 2• I �WcO 1 3• �. I _�♦ I ® I Jt��2f*-+ 1-i/2 1 I 1 ♦ 2• 3' I I FD-1 I ♦ �♦ ^ I 3° 4p 1-i/2' 1 —4`- F� 14TH FLOOR 3" I I ♦ 2• 4` I WCo 1 1 2 -+ ` �,� z• EWc-2 2 0 Wco 1 i 2• ` 4' I `<� 2" 3.L �♦ / 2• � " 32D FLOOR 1A 3 1 ♦ 2• 4' I WCO I_WC-2 2•---+ i 2 ,e 2` I Woo 1 I 2'-�` 2 4' 3RD FLOOR �♦ I I I ^ F1L-i 3. `.`` I 3"-1 1 ]1(�t2.♦��1-1/2' 2 2 1 3• I • ♦♦♦♦ �� ral 2• 3' 3. I 1 ♦ LS 1 3. +-1-1/2. �, ♦ i � � 2• 3' I 4` !d@� ♦ ♦ ♦ ♦ 0 2'♦ / �'( 3• 2ND FLOOR fD-1 1 2 � . ♦ 2'- I ♦ 2• 4` WCo I Era- Ll > 2ND FLOOR ` ` � 2VfR ♦ IEEII 1 � ✓' / / EQ_I 3" ®`` � s> `` 3. 3' Wc-1 I wc-1 > t-1/2. WCO 34VTR✓> I I11 ♦am EIV 2/®` 1 ` ®� 2/ lit 3• I 1 2" I '// 3• 27-,�e/l< 3.y¢�1_1/2. f 1 ^ 4TH FLOOR • 4® ♦ I / ® 2 • /' I 3• 1ST FLOOR I I '�I ` 2 ®` I / / eC 1-1/2 ED-1 3• 2' r I /� / 1 I 4' Wc0 1 I I �"9 ♦ dT1-1/20 / I I EWC-2 3•�I 4,-1-1/20 ��` ♦ 2 F121 I 4" / I WC01 1ST FLOOR 2'� / / �� ♦ ® ♦ I 2' i STREET LEVEL MR 4TH FLOOR 2• -3' / 3. FCO / 30 3•' / t-� t-9/2" WCO2 4' // / WCO 3" AN- -1 ` \ 1 / 3RD FLOOR /' 3' 2" STREET LEVEL I ® ® 2• / / Ir-2 2• P I X/' +-2 ♦-�/ 1 r ♦.�` 3RD FLOORkl- �' ♦ ' I I ` I ♦`ED 4. I ®` �� I12. I �11 / i EFD-1 r ® ♦ 1 I I 3' 2'-�b 3' It1 I `♦ WCO `ITa6"lit r -1-1/a' T♦ 2 I I 2ND FLOOR 1 I 4• 6 + -2° I � ` I z• 2• a. I �V s- I 1 2ND FLOOR ldc--i. L u 1f STREET LEVEL YiCO ' Cl 1ST FLOOR 4' 6° m UMBING NTS 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) ocIa� Luc. 427 Centerpante Cirde, Sate 1825 Altamonte FL 32701 (407) 332-M Fax- 407) 332-7704 www.odeeaocieteecom COMA ma AMMORI MN OM r W z m v w_o Q LnNO UI N Q U O ao M M m (n o 6Q z a c >0c W h o z a m0Ln v CL=r~ -j Z U ?-- m .. J a �0O 0 (D>0- v�g l 'ti T a F- U w O w O a Li V) z 0 W 0 z © SEPT '04 THESE PUNS AND THE INFORMAMN SHOWN HEREIN ARE THE PROPERTY OP MIND h DRlIE I d NTFM. PA AND REPRODUCTIONS, DISCLOSURES OR USE THEREOF IN WHOLE OR IN PARR IS ESPRW V PRO - HIM WRHOUF WRRTEN PERMISSION. GOR,kt.. NO:-NO: DATE: 04 ✓ANUARY, 2005 BY: RC CH'KD: IM SHEET NO. 7-7 Wr j OF 11 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 .�e r e 3/4• A AA .�3/4. AA � Ep 1 3/4. s /� - 1/2• L 3/4. I '�- €D 1 — k J I � \ \ I � SEE SHEET P-9 FOR 1�1 � 1/2" A A i CONTINUATION. ' /� .\ a 2-1/2° �1• A I'D 3/4° U.G. COLD WATER ' r / s e` e 1-1/2 TO SERVE HOSE BIBB. i 3/4� �r //r 3/4• e r1 2' 3/4° e �O. / p L=1 / 1 /r r / . 3/4• t /' EWC-1 1 r e ` 3/4° p \ \ 3/4 1/2 A A p 0 1" d M. `\ e B LANCING 3/4. \ vu V LIVE i/2' 1 M9=1 1 \ \ \\ r H�1 1/r TRAP PRIMER PIPING. (TYPICAL) TRAP PRIMER MOUNT WATER HEATER ABOVE MOB SINK. 3/4° (TYPICAL) REFER TO DETAIL ON P-11. SHUT-OFF VALVE IN VALVE BOX A 2-1" DOMESTIC WATER3/4° ZR UTBELOW GRADE WTH OFF VALVE IN SERVICERVICE BOX WITH CAST IRON COVER. STREET LEVEL DOMESTIC WATER RISER DIAGRAM - PLUMBING , TO CIVIL UTILITY SITE PLAN FOR CONTINUATION. (360 NTS TER FIXTURE UNITS 0 130 GPM) x HB-1 A e 3/4° 3/4 I1 s .�'b(f3/4• 3/4- � 427 Centwpdnts Cirde, Suite 1825 Altamonte SprE�e FL 32701 W t=az: ( (407) 332-O 407) 332-7704 wwwAdassociateI C9ii TRoPNlIFDIPUIII ASSOClA w In o Z m 1n H w o I— &O (n Q N O N Q O co r^ cn DD Z a -_j LJ I- z a m oli°n 0 N 0 F �Q� Z _ >-m .. J a w oz w o Low= W to > a- �G ZE j a W M a Q pG v � C v moo H U W ir 0o a_ Ll- a S V) Z 0 N w � y LeF 9 Q 1 0 -L �9p © SEPr04 THESE P'.ANS ANp ! THE INFORIMT10N SHOWN HEREIN ARE THE l PPoPFRfY OF EOWND h 13 I 11. PRCH:S S. PA AND REPROWMONS, DISCLOSURES OR 4-F E THEREOF IN WHOIE OR M POF IS EWR%MLY PRO- 9 HIBNED W11 a WRM PERMInON. 1 COMM. NO: 0405039B DATE: 04 ✓AX ARY, 2005 BY: RC CH'KD: KK SHEET NO. R(F — OF 11 W, FIRST AA 1/2' I `. 1/2' 1/2"—LIMB/`-1 s w s � 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 1" 1. AA E%H-2 3/4" MOUNT WATER HEATER ABOVE MOB SINK. REFER TO DETAIL ON P-11. 3/4'� ' 0 0 o - e - o 0 - ' A .1m- A 3/4° 1-1/2' �"3 A. ` - os , , —SEE CONTINUATION THIS .' . 1-1 2't / WC-1 1` 2-'/2� 3/4m/ 1/2' L 1/2. 3/4"1/2� EWC-2 1/2' TRAP PRIMER �. 2. ,- y PIPING. (TYPICAL) TRAP PRIMER 2-1/2' ` // '> (TYPICAL) m e \ 1-1/2' SEE CONTINUATION ON SHEET P-& 3/4'-� o ' 3/40 A `\ I o , 3/4` , m AA 3/4° 1 3/4�: @ 1/2'`L_t 1/2' - e , A 1/2* 3/4" .�m � O ' ' BALANCING � VALVE IMB_t 1 ` 3/4' .' 3/4" .` AA 1 ' ` BALANCING VALVE `. mSEE CONTINUATION ON • � 1-1/2" ] -1 1" e SHEET P-10. / m 1/2L=l 2-1/2- 3/41/�� 1�. �/ 1/2' EWC 2 1-1/2" 1/2" TRAP PRIMER PIPING. (TYPICAL) 2 TR(TYPICAL)PRIMER ! .' e , EQ e K. SEE CONTINUATION THIS SHEET. O 3/4" 0 3/4" 3/40 ED. 1/2 L_L �f . 4, 3/4` 3/4" 1 B n MOUNT WATER HEATER ABOVE MOB REFER TO DETAIL ON P-11. OOR DOMESTIC WATER RISER DIA — PL NTS OCIASSOC47M #V.. Caeeui V E►egiwws orhr4b • Ft Mores • Wad Pain Beach • Ft Myan 427 Canterpofnts Cteb, Sots 1826 ABemonts I FL 32701 (407) W2-= Fac 4M 332-7704 wwwZdamodat"=11m r W J Z_ °' m w �( a c a0 M m N o p Q Z a J-rn W i- o Z `< mo Lo Q 1n U Q cv IL LLJ Q J < Z y- m .. J a w �0Z En w M W co > m n 7 z W Q ZZ W M z v � C H v w 0 a 0- !z 0 m Z o o o n > Igo © SfPL 104 THESE PV.RS AND THE INFORMATION SHOWN HEREIN ARE iqr PROPERTY OF EDWGND A ORRENUNS. ARCi, PA AND REPRODUCRONS, OISCI.OSURES OR USE THEREOF IN W OR IN RM IS WRI PRO - MISTED WffHOUT WRITTEN PERMISSION. COMM, NO: 640SO3118 DATE: 04 ✓gNOARY, 2005 BY: RC CH'KD: KK SHEET NO. P-9 OF 11 W A AA 3/4° BALANCING s 1 e VALVE 1/2'11/2'—m l IMB 1 a /4\�1/2• 3�\ A A 3/q•J '�`o� ` 1/2' 3/4" , a 3/4' r_ /q• 3/4!" e - t 3/4-� A 3/4" 3/4' 3 / 4° 1 to 3/4� 3/4' ♦ 4 . 1/2' a [3/4 3/4�/ 0�4* e ��•� 1/2" 000 AA ♦ ee a�/2 e�`e LS 1 1-1/2• SHOCK ARRESTOR SCHEDULE TYPE A SHOCK ARRESTORS - ZURN SHOKYROL, SERIES Z-1700, SIZE f100 TYPE B SHOCK ARRESTORS - ZURN SHOKTROL, SERIES Z-1700, SIZE #200 SEE CONTINUATION THIS � 2' T SHEET. El/ L1 3/4' 5"L` 2-1/2 , ' k' ' 1-1/2' 1/2 IL� 1/2• 3/4' M-o' 1/2" L1 E�2 ♦ . . 1/2' TRAP PRIMER ' \ 2' 3/4• // PIPING. (TYPICAL) TRAP PRIMER 2-1/2" ' ��(� L 1/2' (TYPICAL) /.� s� `1-1/2 1 ED. SEE P-9 FOR CONTINUATION. -I o CP 1 1-1/20 r� fp v" e EWH-2 3/q• .� MOUNT WATER HEATER ABOVE MOB SINK. e > REFER TO DETAIL ON P-11. 3/4' , e>, e AA 3/q"—a 1 1M ' <CA fP 1/2° 1 IMB 1 AS-11 O 1 �+ NG NTS 0 SEE CONTINUATION T1 SHEET. ED l i 1, 2" A AA 3/4" BALANCING o i ♦ VALVE e I 1/2'- L lEl@=L 1/2"� 1/2" �� %♦ ` 3/4 e ` 1/2. 3/4'� ` e 3/4' ` / >'' 1 3/4*-\ 3/q• � .�3/4• AA 3/q3/q• •" e`er` 3/q. , . • 1_1/2• // 1-1/2" � 1 t• 1/2 1/2' 1/2• 1/2' TRAP PRIMER 1 , / PIPING. (TYPICAL) TRAP PRIMER (TYPICAL) M. • 1 1/2" 3�-19 A A ^ e ♦ , K 1• a � If •`♦ Sp- i \°t\ L 1•e I I a a AOUNT WATER HEATER ABOVE MOB SINK. tEFER TO DETAIL ON P-it. 3/4' A 3/4 3/4'-ten 3/4 `� . 1/2` WC-1 1 1-1/2. e ♦ 1 / i FII t/2' L_1 3/4"'000100 - 3/4. s '' / A e '�-3/4 • e r s L ^ BALANCING /L VALVE \ 1/2" IMB-1 WATER RISER DIAGRAM - MASS+OCA= 1M . Olyinak • Ft dLB • R w" Q7 Owftn "e Cede, Me 225 AHanwMe R 32701 (407) 332-M Pam 407) 332-nO4 mim.ockwoodateaoom ce�aae � AiilipQA'IpN � w Y a a _Z m W cOa Q O Q O m N o p Q Z a o' >Qrn xw LJ i- m z a m O Ln a/ Q C (N F- LAJ <v Z L) )- m .. J Q O �OZ o �,�o LJ w > 0 L w 1F�o ra. -Z� z �a4 v 5 C U ti o a E- U w O d LL © SEP7. '04 THESE PT NS ANc THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EMND IT ORIIENW, ARCHRECIS, PA AND REPROWCTONS, DISCLOSURES OR USE 1HlR IN WHOIE OR IN PAP( 6-EXPRESSLY PRO- HIBITED MOM W1I1IEN PERMWON. COMM. NO: 040503118 DATE: 04 ✓ANOARY, 1005 BY: RC CH'KD: AW SHEET NO. OF 11 - ; - I .. "e PLUMBING MARK WC-1 L-1 MB-1 EWH-1 GWH-1 FO-1 DESCRIPTION WATER CLOSET- FLOOD MOUNTED (1) (3) LAVATORY WALL HUNG (3) MOP SINK (4x5) ELECTRICAL WATER HEATER (10) GAS WATER HEATER (11) FLOOR GRAIN (8) STAIN (2 MANUFACTURER AMERICAN STD. AMERICAN STD. FIAT LOCHINVAR A.D. SMITH ZURN MODEL NO. 3043.102 AQUALYN (WHITE) TSBC6000 SV-030-KK 81TH-150 Z-415 'S' L CARRIER MANUFACTURER - (2). - - - - MODEL NO. - - - - - - FLUSH VALVE - - - - - - MANUFACTURER SLOAN - - - - - MODEL NO. - SUPPLY FITTING - - - - - - MANUFACTURER - (2) - - - - MODEL NO. - - - - - - QUANTITY - 2 - - - - --FAUCET - - - - - - MANUFACTURER - AMERICAN STD. FIAT - - - MODEL NO. - 2385.404 830-AA - - - DRAIN MANUFACTURER - (2) (2) - - MODEL NO. _ - - - - - TRAP - - - - - - MANUFACTURER - McGUIRE (2) - - (2) MODEL N0. - 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, 1239-88 BUMPER GUARD AND WALL GUARD. (6) FREEZLESS WALL FAUCET MODEL 14 SERIES WITH VACUUM BREAKER LOCATED WITHIN RECESSSED WALL BOX. (7) 100 GALLON GAS WATER HEATER RATED AT 150 CFH WITH FACTORY SUPPLIED SEALED DIRECT VENT SYSTEM. 8) 1/2' TRAP PRIMER CONNECTION AND Z-1022 TRAP PRIMER WITH STAINLESS STEEL ACCESS PANEL 0 CH OU P TE ICA E. 10 WITH 4.5 KW RATED 0 208V 3PH/60HZ SET FOR 110' F. (11) DIRECT VENT/SEALED COMBUSTION, 150,000 BTU WITH CONCENTRIC VENT 194451 AND LEONARD MIXING VALVE TM-456-20 (12)TERMINATE OVERFLW DISCHARGE WITH WADE 3940 NOZZLE WITH STAINLESS STEEL BIRD SCREEN MESH. SEE ARCH. DWGS. F 120' F HW TO FIXTURES REFER TO MECHANICAL DWGS. FOR ROUTING CW SUPPLY THERMOMETER THERMAL EXPANSION TANK. _ T TEMPERATUR AND PRESSURE RELIEF GWH- VALVE DRAIN VALVE WHOSE BIBB CONNECTION 1' GAS rmo c u GAS FIRED -GIRT LEG FLOOR DRAIN FLOOR SLAB WATER HEATER GAS i DETAIL o.. NTS 1' rn n r r r r7 di O fl J ..,Iij LadU J � O MI x S-2 EWC-1,2 CP-1 STEEL SERVICE ELECTRICAL WATER CIRCULATING SINK SINK COOLER PUMP (3) KAY JUST ELKAY TACO 1722C SB-136 LZ118C 009 SERIES (2) (2) - - 2 2 - - LKAY ZURN - - *432 Z842X1-AF-CS - - (2) JUST - - - J-35-BLA-2 - - (2) JUST (2) - - JT-200 - - FlNI PVC EXTENSION, SAME (�Q SIZE AS SEWER I ' It\/P N fl\I/\I IT IMB-1 HB-i ICE MAKER BIBS BOX BIBS GUY METE PAD PVC 2-WAY CLEANOUT WAY L )'` NJ., ACORN 8121 RD-1,2 ROOF DRAIN AND OVERFLOW (12) HICKMAN UNION (TYP.) GLASS LINED STORAGE TANK GALVANIZED SAFETY PAN WITH DRAIN -\ STEEL SUPPORT PAINTED TO HEATER ASME T&P RELIEF EWH Ira - ANTI -SIPHON VACUUM BREAKER BALL VALVE (TYP.) WATER THERMAL EXPANSION TANK HOT WATER CIRCULATOR ~ UNION (TYP.) i HOT WATER RETURN COLD WATER SUPPLY HOT WATER SERVICE 3/4' RELIEF PIPE DISCHARGE INTO HUB DRAIN, WITH 1' AIR GAP, WHICH IS CONNECTED TO JANITORS SINK DISCHARGE OATH SAFEWASTE BELOW GRADE �' SAFETY PAN DRAIN 11SCHARGE INTO JANITOR SINK �`'-3• HUB DRAIN ABOVE IM-1 (GRADE ADJACENT TO WALL (\�a ADJACENT JANITOR SINK 2' DISCHARGE1 BELOW FLOOR \ \ \ \ s AINTO J-_�/� I �' ANITORNITOR SINK DISCHARGE ELECTRIC WATER HEATER DETAIL MOUNTED ABOVE JANITOR SINK IN ALL JANITOR CLOSETS. NTS PLUMBING GENERAL NOTES: 1. THE CONTRACTOR SHALL VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE SITE AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BECOME FAMILIAR 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 WALL 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 1S TO FIELD VERIFY DIMENSIONS OF ALL SITE UTIUTIES, ETC., PRIOR TO BID AND INCLUDE ANY DEVIATIONS IN THE CONTRACT. 2. IT IS THE CONTRACTORS RESPONSIBILITY TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS WITH 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, COUNG REPAIR, AND OTHER GENERAL WORK REQUIRED FOR INSTAWNG 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 UTIUTY 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 METAWC PIPING WITHIN ALL RATED WALLS. 1. 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/COLINGS, ETC. w z° o m W W O a o V) M Q mtN O m DIE, oo� Z a U _j W o a ma'o a <:2U^ J S U d W J Q v Z= U gym•• J Q W CeOZ O Lnw7: LLI co > n- � o a � aa� Q w M \J e U W O m CC O L3. LE. In Z G p Z w G > G W a � ,W M G 0 z © SEPL '04 THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EMND & DRREN544, NECHRECIS, PA AND ROWDUMNS, qSC MRES OR USE THEREOF IN WHOIE OR IN PART IS UP112MY PW- HIMM W HOUf WRITTEN PERMS m. COMM. NO: 040SO398 DATE: 04 ma'vY, 2005 BY: RC CH'KD: KK Oa ASSOCIATES, #YC. SHEET NO. Consulft Ormr b - R Brch , Ft Mywv %%j'��� �J 427 Centerpcinto Cie, Butte S25 /J -- 1 I Altamonte FL 32701 J / (407) 332-M Fax 407) 332-7704 www.odaeeocfatee.conT ASSOCIATES C911F �TEOr,AWRIONATMRERe INC. OF 11 FLUORESCENT FIXTURE - CEILING MOUNTED FLUORESCENT FIXTURE - CEILING MOUNTED, LIFE SAFETY BRANCH FLUORESCENT FIXTURE - CEILING MOUNTED, CRITICAL BRANCH Qo HID, FLUORESCENT OR INCANDESCENT FIXTURE - RECESSED Q 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 0 HID, FLUORESCENT OR INCANDESCENT FIXTURE - WALL MOUNTED, EMERGENCY POWER (VERIFY BRANCH OF ESSENTIAL ELECTRICAL SYSTEM WITH DRAWINGS) -, HID, FLUORESCENT OR INCANDESCENT FIXTURE - PENDANT MOUNTED UNIVERSAL MOUNTING EXIT LIGHTS, SINGLE AND DOUBLE FACED, ARROWS AS SHOWN ON FLOOR PLANS WALL MOUNTED EXIT LIGHTS, SINGLE FACED END MOUNTED EXIT LIGHTS, SINGLE AND DOUBLE FACED, ARROWS AS SHOWN ON FLOOR PLANS SWITCHES Sa,h 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 LIGHT INDICATION SINGLE PHASE MOTOR STARTING SWITCH EP EXPLOSION PROOF OS; 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 #12 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 BUSWAY - 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. QUADRAPLEX RECEPTACLE IN TWO GANG BOX COVER. DUPLEX RECEPTACLE IN FLOOR BOX. QUADRAPLEX RECEPTACLE, MOUNT 4' ABOVE COUNTER OR BACKSPLASH. MAXIMUM 48" TO CENTER. S DUPLEX RECEPTACLE FLUSH MOUNTED IN CEILING & SIMPLEX RECEPTACLE *® SIMPLEX RECEPTACLE FLUSH MOUNTED IN CEILING * ZD) ELECTRICAL CONNECTION FOR WAC EQUIPMENT MOUNTED ABOVE CEILING AV ELECTRICAL CONNECTION FOR WAG EQUIPMENT MOUNTED ABOVE CEILING Wf3 ELECTRICAL CONNECTION FOR WAG EQUIPMENT MOUNTED ABOVE CEILING MASTER Et NOTE: THESE ARE STANDARD SYMBOLS AND ALL MAY NOT APPEAR ON THE PROJECT DRAWINGS. REFER TO SPECIFICATIONS FOR MOUNTING HEIGHTS. 0 DEVICE ON EMERGENCY CIRCUIT (VERIFY BRANCH OF ESSENTIAL ELECTRICAL SYSTEM WITH DRAWINGS) Cc DUPLEX RECEPTACLE SPLIT WIRED ®COMBINATION DATA/TELEPHONE AND DUPLEX RECEPTACLE. MOUNTED IN CAST IRON OR STAINLESS STEEL FLOOR BOX, REFER TO POWER/SYSTEMS FLOOR PLAN FOR EXACT TYPE FLOOR BOX * NUMBER OF OUTLETS / DATA DROPS * (2E) 2 EMERGENCY DUPLEX RECEPTACLES R (E} SPECIAL OUTLET, SUBSCRIPT INDICATES NEMA CONFIGURATION NUMBER SURFACE RACEWAY. PROVIDE WIREMOLD 0-3000 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 JUNCTION BOX SIZED PER N.E.C. UNLESS NOTED * (ZD) ELECTRICAL CONNECTION FOR WAG EQUIPMENT MOUNTED ABOVE CEILING (VAIA ELECTRICAL CONNECTION FOR WAG EQUIPMENT MOUNTED ABOVE CEILING (Wtj ELECTRICAL CONNECTION FOR WAG 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-0" 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 I D DOOR BEI L CHIME ® TIME CLOCK EPO WALL MOUNTED EMERGENCY POWER OFF STATION MOUNT AT 7'-0" AFG FOR OUTDOOR INSTALLATIONS AND 4'-0" AFF FOR INDOOR INSTALLATIONS. PHOTO -ELECTRIC CELL ELECTRIC WATER HEATER ig INSTANTANEOUS WATER HEATER II MOTOR CONNECTION, MARK NUMBER WILL IDENTIFY EF EQUIPMENT, EF, AHU, CU, ETC. SEE MOTOR CONNECTION SCHEDULE, NO Ep NON FUSIBLE HEAVY DUTY SAFETY SWITCH, SIZE AND NUMBER OF POLES ARE INDICATED. FUSIBLE HEAVY DUTY SAFETY' SWITCH, SIZE AND NUMBER i OF POLES ARE INDICATED. -ENCLOSURE NEMA RATING DISCONNECT SIZE #POLES FUSE SIZE MANUAL MOTOR STARTER * ®MAGNETIC STARER. * (VFD) PROVIDE WITH VARIABLE FREQUENCY DRIVE CONTROLLER COMPATIBLE WITH VARIABLE FREQUENCY DRIVE COMBINATION MAGNETIC STARTER WITH A CIRCUIT BREAKER. W * (VFD) PROVIDE WITH VARIABLE FREQUENCY DRIVE CONTROLLER COMPATIBLE WITH VARIABLE FREQUENCY DRIVE. *JVIJ COMBINATION MAGNETIC STARTER WITH FUSIBLE LCIF HEAVY DUTY SAFETY SWITCH. * (VFD) PROVIDE WITH VARIABLE FREQUENCY DRIVE CONTROLLER COMPATIBLE WITH VARIABLE FREQUENCY DRIVE. ® ENCLOSED CIRCUIT BREAKER. FATS AUTOMATIC TRANSFER SWITCH - SEE RISER DIAGRAM r PANELBOARD, LOW VOLTAGE (120/208V) - SEE PANELBOARD SCHEDULES AND RISER DIAGRAM PANELBOARD, HIGH VOLTAGE (277/48OV) - SEE PANELBOARD SCHEDULES AND RISER DIAGRAM DISTRIBUTION PANEL, SEE RISER DIAGRAM © POWER COMPANY METERING. ❑T 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 OUTLET, MOUNT AT 48" AFF UNLESS OTHERWISE DIRECTED. M TELEPHONE OUTLET IN FLOOR BOX ® TELEPHONE OR POWER HANDHOLE oT o TELEPHONE SYSTEM RACEWAY/CABLE TT3 TELEPHONE TERMINAL BOARD. NOTE: 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 FQ MANUAL STATION MAGNETIC DOOR RELEASE ® CONTROL ELEMENT ® FLOW SWITCH (FIRE SPRINKLER) ® KNOX BOX, MOUNTED AT 7'-D" AFG OR 0 HEIGHT INDICATED ON FLOOR PLAN. ® TAMPER SWITCH (VALVE SUPERVISION) ® CONTROL RELAY ® REMOTE TEST INDICATOR SDH DOOR HOLDER/CLOSER WITH INTEGRAL SMOKE DETECTOR *DQ SIGNAUNG HORN 4 (V) WITH VISUAL SIGNAL (STROBE, 75CD UNLESS NOTED) L FIRE ALARM STROBE, MOUNTED 80" AFF I ELEVATOR WARNING LIGHT, "DO NOT USE ELEVATOR", MOUNTED 48" AFF LOCATE ADJACENT TO TO RECALL SWITCH OR ELEVATOR CALL BUTTON. F FIRE ALARM SYSTEM RACEWAY Mil ZONE INTERFACE DEVICE FAAP FIRE ALARM ANNUNCIATOR PANEL FACP FIRE ALARM CONTROL PANEL DATA DISTRIBVnON ®* DATA OUTLET, FLUSH WALL MTD. 18" AFF UNLESS NOTED OTHERWISE C; PROVIDE COVERPLATE WITH NUMBER OF PORTS AS SHOWN. MOUNT 4° ABOVE COUNTER OR BACKSPLASH S SURFACE WALL MOUNTED 18° AFF RECESSED WALL MOUNTED 48' AFF LOG ET AN � AAREA NETWORK OUTLPOS DATA OUTLET DATA OUTLEf, FLUSH IN FLOOR BOX ®* COMBINATION DATA/TELEPHONE 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 W RECESSED WALL MOUNTED 48' AFF a COMBINATION DATA/TELEPHONE OUTLET, FLUSH IN FLOOR BOX o D ® DATA SYSTEM RACEWAY/CABLE DTC DATA TERMINAL CABINET Ml DATA EQUIPMENT CABINET IDF INTERMEDIATE DATA FRAME Egl 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 0 DOOR CONTACT ® WINDOW CONTACT ® SECURITY LOCKING DEVICE ptM * MOTION DETECTOR * AIR ACTIVE INFRARED PR 3 PASSIVE INFRARED U) ULTRASONIC �s SOUND DETECTOR pQV VIBRATION DETECTOR DO* SECURITY VIDEO CAMERA * (C) CEILING MOUNTED W WALL MOUNTED PT) PAN AND TILT TYPE WP) WEATHERPROOF SITE ❑T POWER COMPANY TRANSFORMER - UNLESS NOTED ❑-+ PARKING LOT OR ROADWAY HID FIXTURE - NORMAL POWER N-e PARKING LOT OR ROADWAY HID FIXTURE - EMERGENCY POWER (VERIFY BRANCH OF ESSENTIAL ELECTRICAL SYSTEM WITH DRAWINGS) i> WALKWAY BOLARD -a s FLOODLIGHT ® POLE GENERATOR - SEE RISER DIAGRAM - - C- - COUNTERPOISE CONDUCTOR - CABLE SIZED PER NFPA 780 —G— MAIN LP. CONDUCTOR - CABLE SIZED PER NFPA 780 > B-- BONDING CONDUCTOR - CABLE SIZED PER NFPA 780 O* AIR TERMINAL * A FLAT SURFACE BASE B FIAT MOUNTED PARAPET C SWIVEL BASE D RIDGE DLE BASE (EXPOSED) E RIDGE MIDDLE BASE CONCEALED) CONS LED AIR TERMINAL BASE ASSEMBLY ® MECHANICAL OR EXOTHERMIC BOND A EXOTHERMIC TEE CONNEC11ON ON DOWN CONDUCTOR LOCATION A AMPERES AFF AB FINISHED FLOOR AFG A FINISHED GRADE AL ALU INUM ANNUN ANN NCIATOR ARCH AR ITECT ATS ALIT ATIC TRANSFER SNATCH AWG AME 1ICAN WIRE GAUGE BFG BELI W FINISHED GRADE BLDG BUI ING C CON WIT CAT CAT LOG CKT CIRC AT CU COP I C/8 CIR IT BREAKER C/T CURRENT TRANSFORMERS A DELTA DWG ORA MNG FT FEE G GR ND GEN GEN ATOR GFl GRO ND FAULT INTERRUPT IG ISO TED GROUND KVA KIL VOLT - AMPERES KW KIL WATTS MCB MAIM CIRCUIT BREAKER MCC MO R CONTROL CENTER MCM IH SAND CIRCULAR MILS MISC MIS EOUS MLO MAI LUGS ONLY NEC NA DNAL ELECTRICAL CODE NC NOR AALLY CLOSED NL NI T LIGHT CIRCUIT NO NOR AALLY OPEN NIS NOT TO SCALE NIC NOT IN CONTRACT 0 PHA 3E POS POR T OF SALE PVC POL MNYL CHLORIDE P/T POT NCIAL TRANSFORMER R RECSSED SCR SHOT CIRCUIT RATING SURF SURFACE TEL TELEPHONE UG UND GROUND UNIV UNII ERSAL UNO UNLSS NOTED OTHERWISE V VOL W WAT IS WP ERPROOF WPG ERPROOF WITH GROUND FAU T INTERRUPT XFMER TRA SFORMER Y WYE FIXTURE SCHEDULE TYPE DESCRIPTION TOTAL LAMPS VOLTAGE MOUNTING A FLUORESCENT LAY -IN FIXTURE WITH DEEP -CELL PARABOLIC LENS, 18 CELLS, 2FT X 4FT, 100 3 32 78 277 RECESSED' STATIC, 3 LAMPS AND ELECTRONIC BALLAST. DESIGN MAKE: DAY -BRAE 2P4GS332-36SL-277-1/3EB-GLRI OR APPROVED EQUAL 8 FLUORESCENT FIXTURE WITH ACRYLIC LENS GRID TRIM, 2FT X AFT, 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 1 3 32 78 277 RECESSED ROUND HOLES, SYMMETRIC DISTRIBUTION, 2FT X 4FT, STATIC, 3 LAMP AND ELECTRONIC BALLAST. DESIGN MAKE H.E. WIWAMS DIGS24332WPREB3277-GLR1 OR APPROVED EQUAL D PENDANT MOUNTED FLUORESCENT STANDARD INDUSTRIAL FIXTURE WITH SOLID REFLECTOR, 4FT 70 2 32 T8 277 PENDANT IN LENGTH, TWO LAMPS WITH ELECTRONIC BALLAST. DESIGN MAKE DAY-BRITE IS232-277-1/2EB-GLRI OR APPROVED EQUAL E ARCHITECTURAL WALL MOUNTED FIXTURE WITH OPAL ACRYUC DIFFUSER. STEEL BODY WITH 60 2 24 T5 HO 277 WALL STAINLESS STEEL COVER. WET LOCATION LISTED. DESI MAKE BETA-CALCO "WRAP TO 31 2051-SS-277" OR APPROVED EQUAL F COM ACT FLUORESCENT CEILING MOUNTED DIE-CAST ALUMINUM LIGHT FIXTURE, WET LOCATION 50 1 42 CF42 277 CEIUNG LIS .FINISH PER ARCHITECT DESI N MAKE: DM LIGHTING 06421-WA-ELB-277" OR APPROVED EQUAL G FLUORESCENT RECESSED 8' OPEN DOWIIUGHT WITH SPECULAR LOW IRIDESCENT FINISH, 2 80 2 42 TRT 277 RECESSED HORIZONTAL TRIPLE TUBE LAMPS DESIGN MAKE: OMEGA OM82H42PLT-CSS-FZ-120 277 OR APPROVED EQUAL H WALL MOUNTED FIXTURE WITH OPAL ACRYLIC DIFFUSER. STEEL BODY WITH POWDER COATED 40 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 LIGHTING "SR4/CH do SRO2/0H' 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. DESI MAKE GARDCO 103-DIST-42TRF-277-FlNISH OR APPROVED EQUAL L NOI METALLIC COMPACT FLUORESCENT VAPORPROOF FIXTURE WITH J-BOX, CORROSION 30 1 26 DTT 277 WATT RESI ANT HOUSING AND GASKETS DESIGN MAKE: PHOENIX PRODUCTS VP-W-26CFL-277-CCL-G OR APPROVED EQUAL M FLUORESCENT CEILING MOUNTED WRAPAROUND FIXTURE, 2FT X 4FT, WITH ACRYLIC PRISMATIC 70 2 32 18 277 SURFACE LENS. DESIGN MAKE. DAY-BRITE OWN232-277-1 -101.111 OR APPROVED EQUAL N COMPACT FLUORESECNT SURFACE MOUNT OPEN CYLINDER WITH SPECULAR CLEAR UPPER 40 2 18 DTT 277 SURFACE REFLECTOR. 6" APERTURE. ALUMINUM HOUSING WITH INTEGRAL BOTTOM DECK. TWO HORIZONTAL LAMPS DESIGN MAKE: OMEGA OM82H18QPLSC-CSFF-F2-120/277 OR APPROVED EQUAL P FLUORESCENT SUSPENDED DIRECT/INDIRECT FIXTURE WITH STRAIGHT BLADE LOUVER WITH 70 2 32 T8 277 SUSPENDED ROUND HOLES, SYMMETRIC DISTRIBUTION, 1FT X 4FT, STATIC, 2 LAMP AND ELECTRONIC BALLAST, AIR CRAFT CABLE. REFER TO DRAWINGS FOR LENGTHS. SHILEDING PER ARCHITECT. DESIGN MAKE: H.E. WWAMS DDI-4-232EB2-277-GLR1 OR APPROVED EQUAL Q SIMI TO FIXTURE "N", WALL MOUNT. 30 2 13 DTT 277 WALL DES MAKE OMEGA OM82H13QPLWC-CSF-F2-120/277 OR APPROVED EQUAL R LOW 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 "DARKLITE DLMR/4-LC-SP-277" OR APPROVED EQUAL S IN -GRADE FIXTURE WITH INTERNAL AIMING BRACKET FOR ADJUSTABILITY 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 27N 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 PENDANT MOUNTED LOW PROFILE DECORATIVE FIXTURE WITH SPECULAR REFLECTOR, 35" 50 1 50 TRT 277 PENDANT DIAMETER, SATIN BRASS FINISH. STEM HEIGHT PER ARCHITECTURAL ELEVATION. DESIGN MAKE: NSA 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 1COLOR COVE MX POWERCORE Z WALL/VANDOW 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, MOUNIING CUPS ETC. PER MANUFACTURER'S RECOMMENDATIONS FOR A COMPLETE SYSTEM. COLOR PER ARCHITECT. DESIGN MAKE: iUGHT TECHNOLOGIES PLE(INEON COLOR SERIES. X1 T N E, LA CS S A R MOUNT, INDIRECT LED S: TYPE, RED LETTERS: 2 7 DESIGN MAKE: MCPHILBEN ER55L-1-12/27 iAE 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 LID TYPE, RED LETTERS. DESIGN MAKE MCPHILBEN ER55L-2-12/27 SERIES OR APPROVED EQUAL LIGHITNG FIXTURE SCHEDULE NOTES- 1. PROVIDE ALL FLUORESCENT LIGHTING FIXTURES WITH ELECTRONIC BALLAST AND "TB' LAMPS, CONTRACTOR SHALL UTILIZE 2, 3, OR 4 LAMP BALLASTS WHERE POSSIBLE MASTER/SLAVE OPERATION WHILE MAINTAINING SWITCHING ARRANGEMENTS INDICATED ON DRAWINGS. 2 ALL LI G FIXTURES UTIU23NG 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 UGHTING FIXTURES ARE TO BE INSTALLED MODIFY FIXTURE CATALOG NUMBER FROM THAT SHOWN ABOVE TO THAT REQUIRED TO COORDINATE WTH CEILING TYPE/CONSIRUCIION. 4. ALL BALLASTED FIXTURES TO HAVEHN-UNE FUSE AND FUSE HOLDER. OCI ASSOCIATES* INC. Cona i v E:rE taws Orhnde • FL PAWrce • Wed Peln B"a1- Ft wwa 427 Centerpointe C1rde, Suite 1825 ARemonte Sprhpe, FL 32701 (407) 332-M Fax (407) 332-7704 www.ociassociate8.com CEINORME OF AUDCWAIM 1ftl1 w z ° o In m Ld H_ CO V) Q ONO 0MN Q Om OD 14) m V) ' pQOd Z a u a, W O mO f� a a ��^ N =r. I_ a LLJ � a., Z U �m W J 4 aw0 L0 W 2 LaJ O > a. N W �I, p 0 j � N o� W M a a e v how H U Ld a O a L� MINIMUM 0pYilH C SEPT, '04. THESE PLANS AND THE INPDRNATION SHOWN HEREIN ARE THE PROPERTY OF EOILND Q DMTDM AROMM PA. AND MPRDDUMONS, DISMOSU10 OR USE THEREOF IN WIRE OR IN PNR IS D IPREMY P�- HN IHM WRNOUT WMTTEN PERM4CON. COMM. NO: MS03PB DATE: 04 ✓061499, 206S BY: CAD CH'KD: MV SHEET NO. 1-7 ;Na: u OF 27 tag SITE FIXTURE SCHEDULE TYPE DESCRIPTION TOTAL LAMPS VOLTAGE MOUNTING SA SOFT SQUARE CUTOFF UGHTING DESIGN MAKE: EMCO #AVA-1-2-25OMH ; POLE: RTA-25 250 1 250 MH 277 POLE SB SOFT SQUARE CUTOFF LIGHTING DESIGN MAKE: EMOO #AVA-2®6D-2-25OMH ; POLE: RTA-25 500 2 250 MH 277 POLE LIGHITNG FIXTURE SCHEDULE NOTES;- 1. SUBMIT PHOTOMETRIC CALCULATIONS WITH THE SUBMITTAL OF LIGHTING FIXTURES. #10 - 1'1C z R rA•l�{ t+ �`� .. Sv C •�X '�. aSB JI II , % / / % / / - 9A (� / il/ * r SA #10-11C FO TRANSFORMER �y #10 C r1 •17 VIA P OTLL �` 5 t SB TIME OCK ' t VC , rt I �. iI i In I'� 4sdt+it I, 3 SA it r /, _ ...ya } i / t ell :#10 - 1('It is • SCALE: 1" = 260' GENERAL NOTES A. THE NEW CONCRETE TRANSFORMER PAD, COMPLETE WITH CONDUIT AND PULL CHORDS SHALL BE SUPPLIED BY THE GENERAL CONTRACTOR, THE WIRE 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 PRONDED BY FPUA. FURNISHED, INSTAUU.ED 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 WIRE TO GROUNDING LUG LOCATED INSIDE POLE 1'x 45' CHAMFER E.C. SHALL PAINT ALL EXPOSED CONCRETE SURFACES W11H MINIMUM TWO COATS OF DARK BROWN PAINT (OIL BASE) TO MATCH POLE COLOR. 4000 PS CONCRETE BASE 20" DIAMETER I FACTORY FINISHED POLE, ROUND, ALUMINUM, TAPERED. i ANCHOR BOLTS ON 7-1/2' BOLT CIRCLE - VERIFY WITH MANUFACTURER PRIOR TO CASTING POLE BASE - TYPICAL #3 REINFORCING TIES 12" ON CENTER dl /-FINISHED GRADE O V)OCRMIV VUPIINCT. IVn N �I_Igllll (W(H ENDS) I gill QIPE SLEEVE WITH COVER —rjlr stt�, FLUSH IMTH FINISH. IIIII I 3/4'x 10' COPPERWELD �JII Illr GROUND ROD �= _ _ BARE GROUND WIRE � 3' COVER MINIMUM PVCCONDUIT - REFER TO FLOOR PLAN FOR LOCATION AND QUANTITY " I GALVANIZED STEEL TO PVC J CONDUIT CONNECTOR GALVANIZED CONDUIT OR PVC (5)#5 VERTICAL REINE BARS -l� FIXTURE TYPE "SA" DETAIL OCI ASSOW TER, INC. Conau7iv Engineers OMsncb • Ft Place .. West Pain Beech • Ft myffs 427 Cmnterpc*Ae Ctrde, Stile 1625 ARamoMe SprkZ $2701 (407) 332-5R0 Fax 407)332-7704 www.odasaodatescom OEAIFICAIE'd' AVnpIQAW)N M101 w J Z ° m W �t < = N O tnMN Q 0 ID M m Z N Q 000 o oQ� LL1 0 0 a �rn m 0 Emn a a ga^ N z 0 a. 0'—� ZI 2 U } m 0 W J Q mx0 m W S w co > a I J Q W 0 V ) W � a L \ A a Z j M Q jaW ti U Li 0 a 0 CL L4 Z 0 V) W W f— Q 0 Z © SEPT..'04 THESE PLANS AND THE INFORMATION SHOWN HEREIN ME THE PtOPEW D MIN) h DRIIENM MONISM PA AND REMKK) BONS gSCLOSURES OR USE iHEPFDF IN I E OR IN PNn IS FMPRE y PRO - HEM WR W WRITO PERMYa W COMM. NO: 04050308 DATE: 04 ✓ANOARY, 2005 BY: CAD CH'KD: fMC SHEET NO. 1-2 OF 27 0' 3 w to h n 2E Z EL V) w 12 M cu 0 v CD N J 0 Luminaire Schedule - Project: All Projects Symbol I Ot Label Arran ement Lumens LLF Descri ti >n 3 1 SA SINGLE 23000 10.720 1 EMCO A A-3-250MH TRA25L D1 DC 3 1 SB 12 ® 90 DEGREES 23000 10.720 1 EMCO A A-3-250MH TRA25L D1 OC Numeric Summary Project: All Projects Label CalcType Units Avg Max Min Avg/Min Max/Min site parking Illuminance Fc 3.81 8.3 1.0 3.81 8.30 .a 44 , » n7 4 i n4 8 3.3 1.7 -S8/ cy g q `3 /.7 O.0 4.2 �10.5 fZ, 5.5 6.6 5. / / - 46 5.4 4.6 32 1.7 F 't 4.0 f / p w " 4.7 3.5 29 •1 `._ II y/ ,f �` Y f 4.3 3.5 5 SA 3� 3.8 3.8 3.7 S /✓ / �� �/ ♦ / 4.3 J 3.3 3:3 3.3 4. r 5 3.3 1.8 77 46 ". 5.2 3.9 3.0 2.4 1 18 1.4 2.6 jt3.1 1' 3.6 .2 j "{ ' %.7 6. 5.7 4.4 3.1 14 6 .6 a .2 5-8 tr 3.6" 5.0 5.9 5.4 5.4 4.3 t SB { i 1 V'3 it t n r + n e o! rr n ' aD 1, o n o a 4.�4 311 .1 1. 5 2.111 � 48 II 7.9 8S .3,'5.9' 5 4.7 3.8 112.7tit a 5� a If N sf ' 4 a S H is m 4g ` .. _4 I.� i,,3.6 1 ._. _ a f ✓� r {5 e +� t , s SCALE: 1" = 20'-0" '3 OC/ASSOCM7ES, INC. Consulting Ergk*ere Orknab • Ft Plerae • West Pab Beech • Ft *Om 427 CeMerpo's>,te Ckde, "IS 1825 ARemonte Sprro FL 32701 (407) 332-00 Fax 407) 332-7704 wm.odasaodatea oom OE#1 '112 OF ADnNRRARON 4eEe1 w J a' Z m i) w w0 to V) 4 V 7 N 0 CV N M m N Z a -J a` w p m 0W) Q M�� tN N a- Z V m tAJ J a Ma0 u)w= w co > d I N ,\ w o pQ<ZE ZE V a m a j = W wy � C L.LG 0' Qr 0 a y Z 0 N 0 5EPr '04- THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPEWY OF EDWND k DRIMIM ARCHRECIS, PA AND REPROOIICRONS, DISCLOSURES OR USE THEREOF IN WHOLE OR IN PANE M EIUW65I.V PRO- HIBIIEO WNHOUF W ITUN PERMMON.. COMM. NO: 040503118 DATE: 04 ✓ANUARY, 1005 BY: CAD CH'KD: Me SHEET NO. 1-3 OF 27 1 I ................... K NOW L K K 7 s,,Y�, [ H R H ) A B A o o A�, g B J R R ° R H LP-1 SH EM �"- € # d E P r d .mow ,,.... . O i�. Lam, lil D L EIP-1 B p Xl p �. D I € EM XI`.. K E E S K � ~��---- --�-- SS E E qI T s I j I 0 S T T S o o K fR 1iT LIGH NG FIXTURE To E2TP-1 0 f E S S E H=. S LP-S X X1 7 E �_S E K F j "la Z b H j F Xt � 3 3 ; H L2 H I i F H L —S K M _., m K H ° 3 � H H ° F B A g V F I 9 �7� c Ftj F M M M€ F a TED 9 i Xt v R I-- P _ K f D A° R i i BI D i1 L —1 - B L_ �.. s 1 M O I i 2 X D 0 D Nell f ❑ B I 13 VIA PHOTOCELL 0 do TIME CLOCK Effie, 3�t �� K s � 2 L 3 € 1 B ELP-1 L D: 0 .,, 4 si 4 ? _"m TING RXTU B B XI 3 �., V—S a 12 F VIA PHOTO F/P CLO i � 7 t 3 BUILIDINUG PLAIN A II �f i X3 2 E fi M M ._,_,_,,, M I f It E {{ L —S d F el Im. M M M M K F K 1 II X3 t ' �yg red I X3 .. t MIEN MVI.� 1 2 K Y a: o Z - m w c�0 O VMCN GENERAL NOTES Q O a1Oo m N o a Q A. COORDINATE EXACT LOCATION OF LIGHT FIXTURES WITH °'- AND Z Q o �' i ARCHITECTURAL REFLECTED CEILING PLAN PRIM TO ANY ROUGH -IN. W M a C) ELEVATIONS F Z N h a <� KEYNOTESE: o J a" Qw EXTEND BRANCH CIRCUIT WIRING FOR NIGHT UTE AHEAD u 0 ui i OF ALL SWITCHING/PHOTOCELL/CONTACTOR. J Q O Z Ffl EXTEND BRANCH CIRCUIT WIRING FOR EXIT LUMINAIRE W w M AHEAD OF ALL SWITCHING. NATE THE LIGHTINIG LAYOUT OFVATHETHENICAL M HANCALCONACTOR ROOM ROELATED t TO DUCT WORK. w 1 H � C Q, J W O O � a_ a v ego F- U LJ O o d tL � N 0 Z � O N Ln N � O Z © nw,, w THESE PUNS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERLY OF EOWND k MENU% MM EM PA AND RERROWCIIONS. OISC IJM OR USE THEREOF IN WHOIE M IN PMf 5 EIIPRIMLY PRD- HMO WRNOOf W IPEN PERMIS m. COMM. NO: 040SO3113 DATE: 04 ✓ANUARY, 1005 BY: W CH'KD• EAe OCl.4SSOClANUC. SHEET NO. consWing ftkemrs aw,ao • R Pbr" - N'e t Pdn ee.eh • R Mywa 427 Conterpointe Circle, Slate IB25Altmonj- — (407) 233 51WLe F" 7) 332 7704 t T"ASSOC/ � wAV rd AIm I7Q OF 17 NC. 10H i t of 0 I o Q-rul Lu ,. w �,.. .L�-.Id _ Ep If L i — $3--- A .r .a R 4s prwaearer �% I p, A a.bA A Y i �JQ I� € J H J i A -- of All i 1 i i e 3 .w.. €€ J H/ E' A a p "Y —R A\ n/ M.rtwaai wTax j REP �.- _M 1 e Lp' "i , Go A -, a b A ___ ��. Xt _ ' �. Lp-.;15 G �3 A I A / J 11 �-1 � SS G o i IB B G p a� p a �,8 -� w_. D I C_-i t� 7 D UP TO N LIGHTING li N UP TON T t UG"�, N T .' GH Q FIN H N k 4;6 µ � � V Z W w ELP=1 - I _ 7� IN w X1 G - G o o f Z A Z EM in w IN o Go t P-1 f L11 w qu Go G o Go �oG Z t I Ajl tow `� l G G G �M�IM Xz A G G F 0 0 Vo G D LP-1 V 17 B B o � r� ab �, { F tT [ a A A F F 0 F i� GENA. DERAINATE AL NOCT TES: LIGHT FIXTURES WITH ARCHITECTURAL REFLECTED CEILING PLAN AND ELEVATIONS PRIOR TO ANY ROUGH -IN. KEYNOTES El: ❑1 EXTEND BRANCH CIRCUIT WIRING FOR NIGHT LITE AHEAD OF ALL SWITCHING/PHOTOCELL/CONTACTOR. Q EXTEND BRANCH CIRCUIT PARING FOR EXIT LUMINAIRE AHEAD OF ALL SWITCHING. ❑3 COORDINATE WTH MECHANICAL CONTRACTOR FOR THE LIGHTING LAYOUT OF THE MECHANICAL ROOM RELATED TO DUCT WORK. Ld J C� p Z m vi W O a U N O N Q DD M M m N o oar Z a ou -j W F— 0 z Q moto fA N �_� U LLJ - Ja" Z V >- m W a �OZ O uo w = W co > IL ��,,,...E�,q p�►,....,,ice ,nII1111u�,�.nII11111eM - I�naIIIIIIIIIIIIIIIon,. ' `'`'IIIII�IIII�+�+'IIIIIIII�II� O j a � a LIU v y 4 cv ti o o O O LL L� c o z O � N w W N Q z SEPT `04 AM THESE PLANS THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EOWNO k DIWRNSIS, ARCHfTECM PA MD REPROOICDONS; DISCLOSURES OR USE THERff IN WHOLE OR IN PART 6 EYPRISSI PRO- HINIED WIMw am PERMIMM. COMM. NO: 04050308 DATE: 04 ✓ANOARY, 2005 BY: CAA �+ CH'KD: ISO OC I A�OCL4TLA II SHEET NO. Cave t&w Engileera OrA W - Ft Pleroo - Weil Pain 6"ch - F t At/mv 427 CenterpdMte Cede, Sate 1825 (407) 332-SW Fex- 4Q7) 332-7704 wwwo assoclateiLconl ASSOCIA 7ES Oe11R MOFAOnpRATN *G= IN OF 27 1A1 J to ti of a Co P, F Ln Co III•, rl rry w uj L-I _J _j L `a F F I NIVE B 1 -_-._ � �s [ F { i Y F F L i Pip, of T B € € UP TO N LIGHTING € 9 's 2 I.) Jn el A G\ G H H 1 N ��r�oR py� ` ' UP TO �Zf � LIGHTING J 2 H , 0 203 m, J H X11 J H11 F { 11 H LP-2 LIGGH G tl)gTl} (. I. A G tl�R d H H 7 G - �G R� Ro Ro u G l G AE- 00 ffOR CONT. SEE I 'DWG. BESIDE 8r¢° Jaqs b o r/ . c C G{{�✓g� of �r tt A Fj 6' 4 G o , L A P A e, A A / A A PLAN 14 1 D FLOOR Le-ri L A t G tjOI 'i-j a 4atp R?�$� Y�)19m1'ES' ' A A w1I .. Pa PEA SrArE Aff A A EM l ____ A - f— A A a,b sff tf A _ 60' # 0 2-2 Lew F ra w J Y a Z Q : O GENERAL TES: Q o N N "' m N o C) A. COORDINATE EXACT LOCATION OF LIGHT FIXTURES WITH Z Q o " > 0) J ARCHITECTURAL REFLECTED CEILING PLAN AND Ld rY m s ELEVATIONS PRIOR TO ANY ROUGH -IN. Z< O j -Y cV KEYNOTES EI: z= gym.. ❑j EXTEND BRANCH CIRCUIT PARING FOR NIGHT LITE AHEAD D af O OF ALL SWTCHING/PHOTOCELL/CONTACTOR. J Q m O > EXTEND BRANCH CIRCUIT WIRING FOR EXIT LUMINAIRE Ld � Z co > d AHEAD OF ALL SNATCHING. COORDINATE WITH MECHANICAL CONTRACTOR FOR THE LIGHTING LAYOUT OF THE MECHANICAL ROOM RELATED TO DUCT WORK. J Q w N QG, o � aoq w�W v moo W O w O OL 0 1 m N o Z O W o LA w w � C z H N � O z QC SEPr: '04 THESE PIPAS mo THE INFORWATTON SHOWN HEREIN ARE THE PROPERTY OF EDUUNO h ORRENFWS. WHITECTS. PA AND REPRODUCTIONS. DISCLOSURES OR USE THEREOF IN WHOLE OR IN PAR IS WRMY PRO - HINTED YRRiOUT WRRTE/l PERMISSION. - COMM. NO: O405O3U8 - DATE: 04 ✓ANOARY, 2005 BY: op CH'KD: ENG OCI ASSOM MR M SHEET NO. CawuVV Eraheem q 0rkrAb • R Pbrce • WOO POn BOAcA • FL /NYero 1 427 Centerpointe C(rde, Sute 1825 _ ABemonte FL 32701 v 110 (407) 332-5Fens 407) 332-7704 t �Are���� ASSOC/A 2ES OF 17 /NYC. C Awkffin If el AA r{. , A 1 a b a,b 0. isi v A a, o,b FA A A .m , d F ' A A £ A 'A 04 F c,b I a,b EM7 j A A A f A A j�A .,,. A _A.,. A FIR a.b 4i c,b D 32� D UP TO A A U 0 J H\_ H E C stand pVe and stdirwelf ale chaise UP TO NE LIGHTING + X1 D o LIGHTING 2 -3 H C � P-3 R EM -1 G X11T o G o , d TaE G C oG rri aestis }n4}"A 1'Y�Z" B B G �. ,.�_.f _ I F 5 t l t ..r 8i3 KrE EM C C mil' Cts,'dt} I f� �lBdIF" 1 0 - 7 P P C C C Wy, B A G lul .._'�. G 1 A �T4, �b E ° LP-3 14 A fro t5y/tY -�y d{T�' 0. , AA - A r �A ''i A F C49NKR € A7#1 EAlmy A AA A A -- A b -I A. A A A aj cr� aw A mssYah, a A A 0.1 A b 4 Ad a.b TAo. A ,b ,4RM 0t G G ._ offsff 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 Fil: E1 EXTEND BRANCH CIRCUIT WIRING FOR NIGHT LITE AHEAD OF ALL SWITCHING/PHOTOCELL/CONTACTOR. ❑2 EXTEND BRANCH CIRCUIT WIRING FOR EXIT LUMINAIRE AHEAD OF ALL SWITCHING. ❑2 COORDINATE WITH MECHANICAL CONTRACTOR FOR THE LIGHTING LAYOUT OF THE MECHANICAL ROOM RELATED TO DUCT WORK, J Q LIQ ,, a o r 0 v q v moo W O CC O a L,. ..air} I i€ t E J ,...? s of ` A... m 0 rss e boad. b j N_ orhe Odrd 1r 1 f, _J f ab F a © JIM N °04 T1ESE N ARE AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EOWNO k ORRENRlS, MCNf(ECIS, PA AND RERROMMOM )SMOSURES OR USE TNEIR'OF IN W OR IN PART IS WRMLY PNO- HIaIEO WIRIOM WRRTEN PERMISSON. COMM. NO: 040503118 DATE: 04 14SIARY. 200S NG BY: 110 A,,%m..__ THIRD ��—.D_. IGI�TIN CH'KD: EMG -- CALF: 1 /8+ = 1'-0R OCI ASSOC147M IINO SHEET No. ohaa�D . Ft W P . Ft Mpera % """%%% 427 0"Aarpointe Circle, "o 1825 j- — / Aftw orate Springs F3 32701 (� / (407) w2-51K1 Fail X7) 332-7704 www.ociaetociatea.com Ass®crAr S OF 17 C5VP"IEOPAJniO iAlq MIN PNC. IQ— q' A g f I AI A F L A fI F a"El A F r A A `a.b J H R H 0 J T.� J H H j A ob� ° H m H A i of H - R —�R� , _,,.0 OV' b s I bl ' A A U'd", c B I- EM� OPEN o firC �w p A L _..,. w. 1% 5-4 AiZ- A LARGE CONF, OR 2 JI4111IR COO Rt surd , /pe ad stairweff X1 H LP-4 1 ELP-1 H 14 R C wM �In 111A I\ EM ' 1 G r Xi coo F �A A A'' ab 'I G aG A A 1 o oG i 1 LP-4 J , C w 7 C °G o cee a EM�X � nr cY 6 -4 -4 G G 4UiXb3S b -a, a I� C 1. A I - r 1 �a 0' R, 'rop X1 ? A psi Ti.. a.b.� 1 L �. _3 D 4 _ C v(, D, la $IAl �Y i G 10 f D � ill Aah M � _ 114 X1 S 1 O I B X ATir � o- s , J, d 1 Le OFFY UP TON A LIGHTING R` s IA 1­1 A L] 87170URTH FLOOR N� A U ._ 70 r A sA,q V0 A A Ld Y a a Z 1n w 0 GENERAL NOTES Q C) ago .1AMO m N o o Q A. COORDINATE EXACT LOCATION OF LIGHT FIXTURES MATH Z < o W ARCHITECTURAL REFLECTED CEILING PLAN AND PRIOR TO ANY ROUGH -IN. w a M W O N ELEVATIONS a N 04 KEYNOTES 0: o Q w" �p m �j EXTEND BRANCH CIRCUIT WIRING FOR NIGHT LITE AHEAD D W OF ALL SWTCHING/PHOTOCELL/CONTACTOR. J Q. w O Z w O EXTEND BRANCH CIRCUIT WIRING FOR EXIT LUMINAIRE L0 �.d AHEAD OF ALL SWITCHING. COORDINATE WITH MECHANICAL CONTRACTOR FOR THE LIGHTING LAYOUT OF THE MECHANICAL ROOM RELATED TO DUCT WORK. w I (l provide (2)two soffit .l canted WMIED AloroklZro, PP0.1-FerION MEAT EAT r 61 X 61 #� `r F F4di F F U1 J Q W <n o�c � w � o � a�a a p v y Q V ti o 0 W LY O CL U- 0 B ti oz g w o V S w w � C W N � 6 Z SEPT '04 THESE PL SAND THE INFORMATION SHOWN HEREIN ARE THE PIIOPERIY OF EDWNO ! DRRE %% PRCHRECT% PA MD REPRODUOWONS, DIBCLOSURES OR USE. THE IN WHOLE 09 IN PARE IS UPRM&Y W- HIBREO WOHON am PERNOSION. COMM. NO: 040503PB DATE: 04 ✓ANURRY, 2005 BY: CAD` CH'KD: Ew OCI ASSOC147M /W SHEET NO. cawtow wa "F40 - Ft p/ar" • Wed Pero Beech • Ft MYNN 427 Centwpointe Cirde, Suite 1825 — X AP&moMe Spnllpe FL 32701 v (407) 932-5A10 Fax t407) 332-7704 �t ASCfA OF 27 AVr,*FAINC. w x 7� _. M � M •. 4, <. M TM.. } F F 5 s } I } f 1 f i F 1 3 7 i F s � E �+ s i F aF0 F wwb F a 4X Y £ i F £ ? 1 F { £ 3 5 f f 5 ; 3 £ F £ F£ 3 4 3 } t i f } 3 Y x 3 3 1 ? ; i E k a ? F ? y3 1 3 , F� E i E , 5 � z s 4 k 5 i i S 3 £ E F si { j �fl, 9db f �" f 4 Y._•2 f £ £ 4 � G i g .rid it gV M . 5 .. v ry m..r s a o n � l , „m £ .. .. 6.ee3 ml LLI Y l o m w WO V) Q ENO fn N Q O m M� m fn o p QO �I Z a � i warn LJ I- Z a mom J N U CL=P, FW— Z i- m J Q W moz U w O W m > m vI � o Z w a z `V \ Q v 4 F— V W m NO w O 0_ Is N Z O Tsi w Q 0 0 Z © S£Pr. 04 THESE PIANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EOWND A DRRENSIS, ARCNrtE M PA AND REPRODUCTIONS. DISCLOSURES OR USE THEREOF IN WHORE OR IN PARE IS WR65LY PRD— HISIIED WITHOUT WRRTEN PERMISSION COMM. NO: 040SO3118 DATE: 04 ✓AUWY, 1005 BY: CAD CH'KD: W N 61 ���Ili W Z � 0 m fN W O w c4 r Q ONO M N .---.�----4: --`-�KEYNOTES ❑X : Q o X Ql NO N o p Q ,` y ❑ COORDINATE POWER REQUIREMENT WITH ELEVATOR }c c, _j MANUFACTURER'S REPRESENTATIVE. C ORDINATE WITHW am O a Ln % DISCONNECT SWITCH LOCATIONS WITH THE ARCHITECT I_ ZQ � J A L� AND MAINTAIN CODE REQUIRED CLEARANCES. � i d R a J { t N _ - _ p Q � �,/� COORDINATE THE LOCATION OF VFD (INTEGRAL TO UNIT) F- _ `/, r jj k / ( WITH DIVISION 15. U ULLJ E�>21 PROVIDE CONTROL POWER I� qq�^--- ``i,' t '`, ` r _-_ __._..."w, ❑3 COORDINATE WITH DIVISIONTO VAVS AS REQUIRED. ? O CWD 4 19� X 6" X i IDF RACK -TYPICAL d 0 ❑ O d�iAtYiER p W 2 _ •� ,,., � _ ,_,�, 1''-�,,,�� ,,,F3,, �Mp �-,^i,li � GAS 3 TYPI L i " S 4 i y o ❑ PUFFER TO ONE LINE DIAGRAM FOR DETAILS ON FIRE RIP li iiii ..N - 1 13 _, __. IE ��- 0 U - E $ z f l 1 _, ` � --_.__ POWERED PAIR OF HANDICAPPED ACCESS DOORS. W f t [ ❑ COORDINATE WITH MANUFACTURER FOR INSTALLATION CP R-S IMPS c r r N1 lL I a: i : . _. r„T.._.= P` S P �'``� � GENERAL NOTES < P MP-S � ALL VOICE AND DATA CAT-6 AND FIBER CABLING SHALL BE RUN BY RP .� P-S A DiP MAtL841XES a tt F ERR=S - `� THE OWNER'S I.T. REPRESENTATIVE MR. BRIAN MYSZKOWSKI, PHONE: :i 4 26 =--3' _ ^ r 1 `� 1-772-462-1759. THE ELECTRICAL CONTRACTOR SHALL PROVIDE R�S1 +s.''. 6 ` ONLY THE OUTLETS BOXES AND NECESSARY CONDUIT WHEN -.4- �'r �`� i INSTALLED IN WALL ASSYS. 15A 1 / ! 22 I I I ERP I p-S €sArP Gt13 ' WPG RP-S I �i - • i� i i t i i 1 ,� .. MI � �_ M �s j �-__ ! � 2 � J Li 51001140 s°rls1Ga RP—sc_ MP—S 3 GU7" 0 31: O� _ 3 _ RP-S DP-MSB,,. _ P RP =(( W RP -SIT .tl,_{ W ��I� � j Fr 11 €-" 1315.17 VAVG.1-3 -1 ee_AY m ._.. 2 x.RIO w , ... ... .... .s _____. _. I i willmoo' ° Gr ?RA, l .ffoyp,, PANEL PP-Ti _ I PP-T1 Me AArED AGI PAN �32 5' RP- S _ aS- ¢ I i 12 11 .G 2k E45 i fACFIRE PUMP NJ._P1td=1 RQQM �r oa o s I MP-s Ys' I ac a 7242 Y.FIRE � ttf4 i i i i I o CONTROLLER MP-S -S TS RP IL G' ` �G i 10 e.._ _ . ___ _ _ — v Ao c LIU FJ CU_G•2his PANEL PP-T2 r ��D1122 U �.._'�<� _ I M W PAD MOUNTED _, P-S MP-S 0 �� t UTILITY XFMER &20 AHU-G 25:27:29 { d O STEP DOWN XFMER FOR 2 ' ,,a, PP-T2- I ) LEASE SPACE 011 - P-S, 1 f STEP DOWN XFMER FOR ., ,;. ,�," a ( } t METERS LEASE SPt 023 1 3:5 I 1 I 1 4 1d , e`YY1Cal CABINET'T-3 T-i T- Q(Ag` S°43% I v' u I s . f 3 K 3t.F 1 �61 Ac.x? Met vea B ap-1 ERP DP-11 DP-T2 �+ _-® _. G c L sip WPG _ _O GDP 24 1A5 E 5�'A�E , 10DA 800A M RP-S ii,w 023 f MATS AT5 19a si 1 ?7u4Q Sit �G f i 1 / Z Ld mJ 1j L.1 WPG y �` or f Z © SEPT. '04 THEsE PUNS MD r ,.. ` -'', 4^^•,.._,,, ( (jjpp)) a THE INMRMATION SHOWN HEREIN ME THE ^^•-..,.,."""w.,,,1 t Pal E O EMOND k DRRENM MCNRECTS, 1 f ""'^+."`+•.,.,•ry 71j/ PA MD RWRODMONS. d5q.O5 M M USE IN WHOLE OR IN PMI IS EIDRE4LY PRO- 111 f NIBIfFD VMIDUT WRRIEN PERM6510N, t ! COMM. NO: 000503118 fff / 1 L � ® DATE: 04 ✓ANUARY, 1005 BY: CAD w zC o °D 0in N o KEYNOTES EI: m tn V) o CSa J- z a s ILO W o a m0Lr) �1 MASTER/MAIN DISTRIBUTION BOX ~ Q tJ a ^ MFR: COMMUNICATION INTEGRATORS, INC. (CII) Q N N _ mom- OR APPROVED EQUAL. w 0 CIRCUITS IN USE: PANEL RP-1 CKT. # 1-13 J Q j ; j ,!✓ SPARE CIRCUITS: PANEL RP-,CKT. # 14-16 Z V >- m .. EUIt i7 m O z MASTER/MAIN DISTRIBUTION BOX '� Q O :>r•M, , .. ...... :...�__, - �' ...,- :...,..:- r � r f y `` w. 0 L0 W 2 -' Zm-_-�` - - . I ® r �T y.. ;, 3 M Tir/ r% OR MFR; COM UNI EQUAL CATION INTEGRATORS. INC. (GI) W c0 > O � . C1 - , - _ D "a CIRCUITS IN USE : PANEL RP-1 CKT. # 17-29 — 1 fddl E arti 14 q : '. i- 5 » r ',;/ (OPENSPARE CIRCUITS : PANEL RP-1 CKT. # 30 32 w t.T..k ..........,_,..,�.._I I I i x "T'c�:r- Ir _3`F- J I I 8 r^ U I - _ -I ., k E '_ I I �+ f T i / .• \ ! 3 MASTER/MAIN DISTRIBUTION BOX F- V) M k { I I I ? ( I I I MP-1 ,gv, __? 1� -t_�: -L j f ❑ MFR: COMMUNICATION INTEGRATORS, INC. (GI) U a I 1 I I I I I to c� € I ., 0 0 RP-, I ~ t I I I O RP-1 OR APPR VED E(X1AL Q a I- , ' 9 i i E 12l�_ v I I i-------------- 37-- - 7 r - - - - - - - - Jt f CIRCUITS IN USE : PANEL RP-, CKT. 36-41 _ El 17 I I I --L - jeai � t I'" � �. _ � I +T,=l,� RrCk"S'S � w •„- `` � /` SPARE CIRCUITS : PANEL RP-1 CKT. � 42 - — -s. fit, I Hatstr v €ICEs �- — — — — —'77 — — ' . ' L - L' ? J �' i► MP-1 , r kf' \ j' ,.r ® MASTER/MAIN DISTRIBUTION BOX SIZE SHALL BE I Fdl@A' i.a_ Q - """'"`-.-. xt'ti ' 4 22 I I ✓'; ' * :;y' _f`^+}` PER THE NUMBER OF CIRCUITS SUPPORTED BY . ® L,' TIB I �;j I'' I r'` � tt,.x THE PARTICULAR BOX AS SHOWN ABOVE. a3�j�fi{ t t f_;ri°,'t,� N,1p�•i @a SECONDARY DISTRIBUTION BOXES SHALL BE it t R a RP- @I PROVIDED BETWEEN THE MASTER/MAIN I'RP-1 I 34 - ">' r I I r- DISTRIBUTION B THE OUTLETS IN FLOOR J a ! DISTR UT10N BOX AND T I I ¢ P 1 BOXES. THE SECONDARY DISTRIBUTION BOXES Q THOMAS a AIra+EMN. P.E.13 ( 1 1 P-1 Mp�� lP L v MP-1 i ( I T f ® �0" R -ice 8 I ✓ `*, ARE NOT SHOWN ON THE PLAN. w4v CENTERPaxTE SUITE Nags po (n ALTAMONTE SPRIN F 32701 6 — , FL REG. NO.: P 3218E W �. w2 35QQ 11 sl I I f d I I ELECTRICAL CONTRACTOR SHALL COORDINATE -1 ER I F'RPYa - LfP - 1( G I' RP-1 I i ! j ti, w ! 1 I THE SECONDARY DISTRIBUTION BOX LOCATIONS �, r + fja11l BASED ON THE LOCATIONS OF FLOOR C - 36 WTI s ( BOXES/OUTLETS WITH ACCESS FLOOR SYSTEM _ -I •-- ( "" 'I' " a�" j� J; I t - J I MANUFACTURER AND OTHER TRADES AND SHALL I ' ,<a 25 SUBMIT SHOP DRAWINGS PER HIS/HER SCOPE r--- ff y1 ftliar,11,�- OF WORK. I %1€iY - ERP-1 I v. r 1" _ 4 r i L-� L - - , - � 1H BOX IS APPROXIMATE 27 RP 1 I E LOCATION OF FLOOR ERP 1 I 19 ELECTRICAL— �� �® P-1 19 ( I --- _1 I � EXACTT LO ATION NAATH THE ARCHITECTEDAND 9r - �^ T L _ J R . L �Ir J, i n I �I L - - - J T 26 -- fa r{j OTHER TRADES. THE FLOOR BOX SHOWN IS NOT - Mwel R s iCE3' - €1ff `i "- j --- I TO SCALE. REFER TO DWG. E-27 FOR FLOOR ryfi I ff, �T,-, $ " -�f G{�filrY )", j T¢'ruJ Pict_ �, J BOX DETAIL S. LS. - s '� °'( t 1I � dOHI d��t.t.-jERP-1 w rT� r e 113 _ -9• I Y �yy - i ->' i. ` + ELECTRICAL CONTRACTOR SHALL COORDINATE '. 4 I Y i VVI\ MP-1 i 8 i a _ f'- , , -mj I — p 422 II 2 © WITH ACCESS FLOOR SYSTEM MANUFACTURER " IFTc { I II 1 ( - 2 � (�� � I I F�� �(T E �jl �� � tY- W I" "t F _ � � , LOT-1 `I � FOR THE TRANSITION BETWEEN CONDUITS l r'fitP-1 I COMING OUT OF ELECTRICAL PANEL AND p I 192 1 II`"j FLEXIBLE CONDUIT RUNNING TO MASTER/MAIN ERP- q- - P--- M L_�I DISTRIBUTION BOXES. THE TRANSITION CAN BE I o 3' lam__, CI _ j I 24 .. i VIA A PULL BOX OR A TROUGH. CC I I HI I — 4 9 1.l_lx rl e RB 70 PROVIDE A POWER CONTROL MODULE (PCM) INIr c t L� g THE UNDERFLOOR SYSTEM FOR EACH 1 7 _ J ERP-1_ ixk THERMOSTAT SHOWN AND THE ASSOCIATED _ _ ^ --W r �" MODULAR INTEGRATED TERMINALS MITS . j o • r - 2 4 V spa ( ) �n - _ t , - - PROVIDE 120V INPUT POWER TO PCM VIA c _° j a _ _I r "I I d/ - - MOB _ p-" _ COORDINATE )WITH DIVISION 5 FORDARY TION PROVIDING ROVIDINGES. G W Jr ., r __ 14 E I I(! POWER AND CONTROL TO MITS VIA PCM S. ed ERP _ _� ,y. _.._.. ; i y s nE COORDINATE WITH DIVISION 15 FOR CONNECTION R -1 W G _ 4 t° t o 5 r — �T t/, ( 3I I I IRP 1 I I TO FLEXIBLE WIRING SYSTEM AND INDICATE ON THE SHOP DRAWINGS. ie ERP-1 RP-1 n v h: ... r :�I� �y I L — — — / I,e r J W 18 g ad 2 1 r f ( r W414 \ 3 I z 1 Q MODULAR FAN TERMINAL (MFT) WITH HEAT. :.,•.._ _� a - <` L I �1frS 23 I i PROVIDE MASTER/MAIN DISTRIBUTION BOXES AND v y z: M — J _ m" _, — — — -� RP- I r t0 ( SECONDARY DISTRIBUTION BOXES AS REQUIRED v ERP-1 AIiU 1.1 I (I j 9l -I jI' r I I TO FEED HVAC EQUIPMENT ( MFYS AND PCMS). c N ..y,r "" I t 1 > 1 MOB'S SHOWN ON PLANS ARE FOR OUTLETS A Y: r39 r, g €- „� I T1jj%x E I �1 FGI - ( 75 ONLY. INDICATE ON THE SHOP DRAWINGS MDB'S ! I I-:._-LRI,_.r ? _ - - - -1 AND SDB'S FOR HVAG W L - J + bd�. M r ^ .I(-_. _ c,l� ❑g CIRCUIT NUMBER SERVING THE OUTLETS IN THE Q' O I �'=�1 I tt1G?cia3 ( I Ms'-7 AREA SHOWN. o- ILL. ERP-1 e4ta?if.BE7d'�" i - - ® RP-1 __ - iAF- MP-1 k I16 I 21__ I �.,.�.. RP-1 , 10 19" X 6 X 7 OF RACK -TYPICAL 4 ., d ° 'J' 24 - O f14 I " +� r �1_ w I 11 MICROWAVE POWER OUTLET; ELECTRICAL i )+ m1n. 8 I €I { I CONTRACTOR SHALL COORDINATE REWIRED J1J/° f i sf- �It I MP-1 Mfe-C I I HEIGHT IN THE FIELD WITH MICROWAVE LOCATION. Sia.F R,P 117t �-i I R!/-6S I ° ROUTE CONDUIT TO PANEL L 5 I t I 7 ARP j _ -•,� -� +...� '.,. t I jd-, ;° I R �T, n._... i >• ERP- t i r z trr 141 I I e ,.,,�-�..•... I t GEN NOTES: -' I' .EtA, 1, v"I j 1 r � „.. I p I I W; 1 ��M1 T I ,�" F p� 1. All VOICE AND DATA CAT-6 AND FIBER CABLING SHALL BE RUN BY f1� I _ _ : ' 1 4__, a f if THE OWNER'S I.T. REPRESENTATIVE, MR. BRIAN MYSZKOWSKI, PHONE: T{ TTI IiV - - . ERP_1 26 J 1-772-462-1759. THE ELECTRICAL CONTRACTOR SHALL PROVIDE @ L - _ ^V J_ F - r - ONLY THE OUTLETS BOXES AND NECESSARY CONDUIT WHEN ' L� _._. _ -u`u ERP-1� ® _I I� INSTALLED IN WALL ASSYS. N 22 O 27-1 � C O W. k c z o IA © SW '04 THESE PIANS AND THE INFORMARON SHOWN HEREIN ARE THE PROPERTY OF EDUMO G ORIIumm PRCHIIECIS, PA MID RFPROWCRONS, DISCLOSURES OR USE THEREOF N MI(E OR IN PARE a E TP y PRD- i MIaRD VdRiDU! WRRR71 PERNE90N. COMM. NO: COOS03YO DATE: 04 JANUARY, zoos BUILDINGLAFIRST_ � _ OWE BY: o SCAL : 1/8" = 1'-O" Oi ASSOCZi 7W, INC. SHEET NO. o , Conawing svowers Orlando - Ft mwco - West Patin 8"Ch - Pt Myers w o,Il~ ARernonte FL $2701 427 Cenierpdnte Circle, white 1825 - (407) 332-M ..- 427) 332-7704 r7 t:�l wwoclassocIete8.COli1 ASSOCIATES OF 17 M cenACAmoPAVRwIVAmRmm INC, to Z F- H '.. L+J In O LT 131 fit CD M CA 0 I 0 CIS o�rn u') II " w M O p J E il J Q ¢LLN Z H- H- wcn0 LE tYRLiOA�Y ' , e T' ERP 2 Via, RP-2 �lF114MR ,P°,'aR 2�; RP-2 3 ri r MP-2 F _ ERP-2 1G 3 M2 20� ��: ��, i.___ _ i.�..J RP F40 C It a i 2 M C f fnAG F. fi f ERP a P_ RP-2 16. �� CAS;SE75 tE r ERP-2 ' I M ' RP-2 I Il RP-2 53: JiR M6°I�i 7 A7TY'. ,1i....:m, ' RP-2 -- � - jLj _ RP-2 — r -� - _ 15 77 LLB,—Tr28 1l — — '1 —1� ,,.IER gP-2 -') i r�1� p'2fl' ? INILY it 13i t z tl, I 2, .,_. I.____.. L — — — — - I � 12'0 2 I 22 21 R - I _ _ �— }I _ I I I. _ ley I I I— s I f IORkf Aa 7 I f 'f9 _° .,_° � +... .'� B!0/rAc `ti I i i, f� I �T L IS._ I R I I ji ...._.., .a i 1 j � 25 ® I 1 RP $n_ , I 2RP 7ppkR t�' �, I 23 I 14 19 RP-21 ? 1r qi dTlrl l RP ¢ 39 NaYfr�L3� ° T 212 J RP-2 f� 34 I ?wti LLB , Ii AHU_2.1 -� 1 , I g..?'. :.1Q ?l Mp-2 Mom— I I I . I" � ,I __� d 0W ?('0(7 , �i' M (may21 �Ivv�l 1 2 P2® RP_2 . ERP-2µ- 1 _. IC-J1 Is, 8 20 ftP I..mom„ .. `NRP -2 RP-2122�L1 {CP. 32 IERP-2 il MP-2 )W I _ i � � ER 2 r _ _ J G 23 �� rw MP 4 1'i, ,i 30 ( .._ 6 A6' 2 .. , ERP-2 fC 13 II �:, IL iflla' , I� ST�i" -2 m t — — — — — — — — -t 8 r2? 4__ I:Y�i�A �rF i I 5 C�4 Ci t - tl l' ARP . T it 1 1 r�(1Y RP_ f-!ARP 2� 1p 229 MP-2 ' ' 29 f p 1 �rj�'p` 1 f(FJd Jj SCAL17 KEYNOTES 0: ❑1 MASTER/MAIN DISTRIBUTION BOX MFR: COMMUNICATION INTEGRATORS, INC. (CII) OR APPROVED EQUAL CIRCUITS IN USE: PANEL RP-2 CKT. # 1-10 SPARE CIRCUITS: PANEL RP-2 CKT. / 11-14 ❑E 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 ❑3 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. A 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. 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 © 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 MOB'S AND SDB'S FOR HVAC. 0 CIRCUIT NUMBER SERVING THE OUTLETS IN THE AREA SHOWN. 10 19' X C 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: 1. ALL VOICE AND DATA CAT-6 AND FIBER CABLING SHALL BE RUN BY THE OWNER'S I.T. REPRESENTATIVE, MR. BRIM MYSZKOWS(i, PHONE: 1-772-462-1759. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ONLY THE OUTLETS, BOXES AND NECESSARY CONDUIT WHEN INSTALLED IN WALL ASSYS. Oil ASSOCIATE$ INC. Con L&w Engineers atw* - R Pbrca • ww Pain f?"ch • PL A4Y�r 427 Centerpotnte Circle, SEIte 1825 ARamonte SpreEpe FL 32701 (407) 332-RO Fax t407)332-7704 www.ociasaoclaies.com ceEmc�TE oP AV a%N VATpN «nm w J Y a ° _ Z m W ILLJwo NMN Q O 00 M m N o pQpd Z Q g J _ a, W 0 a coOir) N U 0-S r LLJ J Q v Z D )_mw O Q Z ��o W co>CL G z ClG �a � w M zz oo °` W v w - O N LEZ 0 LJ Q. W 6 0 O Z © SEPr. '04 YHESE PUNS ANo TXE INFORMATION SHOWN HEREIN ARE THE PRDPENfY OF cum k DRRENRk% NtvY1RE m PA AND RERROWORDIM DISCLO M W USE THFAEDF IN WHOLE DR IN PW IS WRESSI.Y PRO- HI81IE9 W Iff W OTEN PE WIW)N. COMM. NO: 040503YO DATE: 04 10YARY, 2005 BY: Ina CH'KD: E#6 SHEET NO. 1-72 ASSOCIATES OF 17 INC, A 9 I I N M m IL- M .- O p J LJ J'q Q t N Z I-0 LA L�_j�< 1 _ � v. 14 f , ❑ , � � 1 , I 1 it 1fL -- l i' I�AK fitt7 35 3 I RP 3d�! 305 2F�R1 i i ?r" p II --- = �I RP-3 1 1 MP-3 0_ a'0: 1 3 XK �I088 02 !a!`�' P. '---- --- J ----- -- al nbH t I I 11 1G P„N I i---------------------------- WR4YT6ER efthit gr6R. I �EIP 3< tt �7PP-3 12 S,� E°tRClfitt JF41 It 3P_3C0P.Y 1d RP 3 41 .. _ RIB-3 = i i 5 1 1 ....�..."-.: ...._,._D ERP I 1 P_ Ift-faux i fI-n r - - -� TAPE ,SCR. i ,... ERP: A110CfttAi r m - _ i V 21 SEARtX ;RP-3 _. 1 16 - '- - RP-3 ------- 1 I 1 P- _ , 1 1 .1 IL 1 RP-3 1 1 I MP-3 1•• ___—.iLa�di/L v�eS'ri'is>1'?`�� 3 I 1 i i I 3I xjtRdt` IIFf .. L------- I IL j 4�., �1�6fff 64s"[t1 1 19 I 119dGRUF.ffki RP_3 1 1 STAR, 1 SUf"ERUfSOR L°„,y y' 4.______- 1 _-11 1 ---1=T .-I --J TTB RiF IVI %mr, WON�a m 3 9.5 -1 t,S r ='tile. i ! Is ERP -, 1 129 A. _ JI pp3 r - I ��Li''-3 i j jJ'G'4LfC' RC`d' ` T, r�rr I 1 sxkr: a.. _ J i P �'..m.. 1 M 3 ----U r_. r- ; fVfe_L l i i LILL sto I11 A; . , 1 fit 7 i € 1 RP t 29 , 1 1 t 1 1 ciU:I II�p I a , �irl �� il ..� rr d�- .__,.....�. _ .....--.........._..w...�. RP-3 2 p 37�-- ERPI1 is L.,.....� EYRP-3 4 _ .✓crAr��'di RP-3:® ' _ 28_1E! 1 1� �M�35 f 1 prAALt �(t, 01 C, RP-3 , 38 13 i F 1 . `S ---' i ERP-3'WTI t ` Jai m r ° I MP-3 10 IPg 01-�� Ca�A�'ya i j!a 33F RP $ ► 1 1->F— r------ 5IT. 1-4 I 'T , C�J' k%,1TA PflrtR.Y r 3 4 - i !i! I MOB or�f ff I I I„1 -- - -- ll RP m r I DOOR — I I, Nd^,I;jr ERP-3 22 1 - 1R7-3 GLASS' lAtt BP-3 MFT s IT c 3 ERI ERP SV 3Z i 1 2.m 24 1 _ ERP S r- --- 1 30A �?: 1 4YS}E L_ I 1,. 1 1 -'t3 i 10 Fly Hr y LP.. ' ERP-_ RP-Sv l 1 / - t MP 2 work 1 n 70A .,ua PWifOAF , m. �iY FRss 13•r15�17 RP_3' LT,34� ! r ]J is'. tr rvL 23__ EmEq ERP- ,_ P12.1:LC,afO .s-' -_J23 RP-3 E ^1T'' ; j 21- f f .07MP-3 KEYNOTES EI: 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 �2 MASTER/MAIN DISTRIBUTION BOX MFR: COMMUNICATION INTEGRATORS, INC. (CII) OR APPROVED EQUAL CIRCUITS IN USE : PANEL RP-3 CKT. 4 14-25 SPARE CIRCUITS : PANEL RP-3 CKT. 4 26-27 Q MASTER/MAIN DISTRIBUTION BOX MFR: COMMUNICATION INTEGRATORS, INC. (CII) OR APPROVED EQUAL CIRCUITS IN USE : PANEL RP-3 CKT. j 28-3B SPARE CIRCUITS : PANEL RP-3 CKT. / 39 4❑ 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. 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 (MITS). PROVIDE 120V INPUT POWER TO PCM VIA MASTER(MAIN)/SECONDARY DISTRIBUTION BOXES. COORDINATE WITH DIVISION 15 FOR PROVIDING POWER AND CONTROL TO MITS VIA PCM'S. COORDINATE WITH DIVISION 15 FOR CONNEC11ON TO FLEXIBLE WIRING SYSTEM AND INDICATE ON THE SHOP DRAWINGS. Efl MODULAR FRN TERMINAL (MFT) WITH HEAT. PROVIDE MASTER/MAIN DISTRIBUTION BOXES AND SECONDARY DISTRIBUTION BOXES AS REQUIRED TO FEED HVAC EQUIPMENT ( MFTS AND PCM'S). MDB'S SHOWN ON PLANS ARE FOR OUTLETS ONLY. INDICATE ON THE SHOP DRAWNGS 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. 1l 19- X 6- X T IDF RACK - TYPICAL. 12 MICROWAVE POWER OUTLET, ELECTRICAL CONTRACTOR SHALL COORDINATE REQUIRED HEIGHT IN THE FIELD PATH MICROWAVE LOCATION. ROUTE CONDUIT TO PANEL 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 ASSYS. OC/ ASSOC14 , INC. Caw-MV Enge eery OrleFl* • R Mares • Wag Pain Beech • III Myers 427 OWw polite CFds, Suite 1825 AbMhte Sprk FL 32701 (407) 332-M Faxn 407) $32-7704 w".0dassodates i CBRFlCATEO AURWRATION M2lI w J a _Z m W �0 Ui Q V N O 1nMN Q O D0 M m V) o p < Z a g _j p W a m0N < Q LL ^ 04 fN o F- < Z 0 0_ rm O a Z p Ln w = W (.0>a J Q W427 THOMAS & AITCHESON. P.E In COTERPOINTE CIR.. SUITE 1825 701 ALT MONTE SNPnit F&G.OING5.Fh, � p v C 1-- U w O 0 w N Z o O to w � w a < 0 N O Z © SEPT. '04 THESE PIANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EDLND A DMTEN 5. ARCRIM 5. PA MD REPRODIICRONS. UISD.OSURES OR USE THEREOF IN WIIOIE W IN PART M WR6AY PRO- H191RD WIR a WRITER PERmmm. COMM. NO: 040s03118 DATE: 04 ✓AHUARY, 2605 BY: CAD CH'KD: EV 1 SHEET NO. 1-13 ASSOCIATES OF 27 INC. Mmy- - _ t.aE 1 y uTi P, CFI' �E'cFt�eERP a . � ®i i Fi�'b'{4 '!i,� !G�r��.rf FFf C£ 7 I I �_ 0 x a ! 4 h I I MP-4 29 9 El fUi)TYP. 1 u✓ I E T ERIy 4e ER rT3 t r ._ 1- 11 v 1 (3 s yw, g' 1 !"1rj 1B L ..� i _4 i s a T r E® I :Iti —� Rf`>Lq"�� tl� } 41 _ yI -Pr°1P 4REA RP-4 ldPfel �iffll f 1 r '` MP-4 cle�i „ ERP -4) ERP- fi_2 — 42 I ?1h It 1aRPre-4] jt 28 G U I 1 { _,_p_._,,. 5P I . O GIl1/ f ((t1 �` Fir ERP-4 13 Il L 4 v *�w t��._."f�%1fc ssr0urd'Pa i _ RP-4I I MP-4 -- I 6 1 fszv ar11 (: 2 ,. ,. r 9 ai. �4 — � —" �f" (�-'"9�i1 1 I 4a I r CD 9 I l R" ,ERP-4 r L kf�412B's",ei{G P-A/ 11 4 1 fi v ...ram..} '..% F L71E-, a Psv/ssb _1 ERP-4..� IIRP_¢ L-1114 99pp II ni���� I �rlYhh"PI �.7 I I YT rXJF, .: �.t.�' Dfi r I I ('I RP-4 Oazr 4dD1T 1 — \\ I RP-4 4- - BP I' I 1 I CfflC' _l WINE taco , ' 37 i 1}UPEf1di02 3P-4 wM ur r�y�Re w i� 414 f 0 mill— ERP- L=4 ERP 20 I ; 4 RP� _ L _ a f, F'lrOlfClL �- ERP-¢___. :I. ,,. 23 EF4.1 R16, a KD C) O E9 ! M M O �=J LiJ Li J V Q ZH /— w v1 O LE J El ^• L arf6li AREA F Aarp C+"' . OrT: G'P, 1 al "`RAT I cis CQtlf MAN I ,u M 4cF gi RP , f f P-4 — — — — J r — -iERP-4 v 10:R 1 @ 1 7 eErlbTtt-,t, RP-4 I� 31 r � { C'Gfkh` 0f TdiE F I.�.nl ERP T s T P?' al Ff, ri#T) � z I q >I Mjttk a RP_41 _� f !F 33i _- ♦A gy�y j.. (��r..yyq' !6Reft fiJC t' 1 , ;fE� 1�1reu�,r�E RP-4 20 �,, r 1 � F31® MOB-C ERP-4 r s rye 31 ERP-4I 8 - El T arket — — i I B-4 ,`lie A11110'(?rlxu r ,a RP-4 7 I RP-4i1 ry 21r — — I l I MF-Q MP-, I t?X IFAX IEaL RP 1 6 KEYNOTES E: MASTER/MAIN DISTRIBUTION BOX MFR: COMMUNICATION INTEGRATORS, INC. (CII) OR APPROVED EQUAL CIRCUITS IN USE: PANEL RP-4 CKT 1-9 y SPARE CIRCUITS: PANEL RP-4 CKT / 10-13 MASTER/MAIN DISTRIBUTION BOX MFR: COMMUNICATION INTEGRATORS, INC. (CII) OR APPROVED EQUAL e -rj CIRCUITS IN USE : PANEL RP-4 CKT. # 14-23 SPARE CIRCUITS : PANEL RP-4 CKT. # 24-26 � p ® MASTER/MNN DISTRIBUTION BOX 6 € ' MFR: COMMUNICATION INTEGRATORS, INC. (CII) ? OR APPROVED EQUAL fr CIRCUITS IN USE : PANEL RP-4 CKT 1 27-37 > /stavide (()two st3?`l'ft m(SPARE4-CIRCUITS : PANEL RP-4 CKT. 1 38-39 ,.° RECESSED MOVED OM AIN DISTRIBUTION BOX SIZE SHALL BE Pml UMBER OF CIRCUITS SUPPORTED BY THE PARTICULAR BOX AS MOWN ABOVE. SECONDARY DISTRIBUTION BOXES SHALL BE PROVIDED BETWEEN THE MASTER/MAIN of ler DISTRIBUTION BOX AND THE OUTLETS IN FLOOR BOXES THE SECONDARY DISTRIBUTION BOXES LiL3-j 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. ELECTRICAL CONTRACTOR MALL COORDINATE Offi f EXACT LOCA11ON WITH THE ARCHITECT AND 4P6 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 DISTRIOU11ON BOXES THE TRANSITION CAN BE VIA A PULL BOX OR A TROUGH, PFfiCf PROVIDE FOR?U PROJECTION SCREENS.POWER COORDINAATE NTHIZED ARCHITECT FOR EXACT LOCATION AND POWER REQUIREMENTS. ® 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. MODULAR FAN TERMINAL (MFT) WITH HEAT. PROVIDE MASTER/MAIN DISTRIBUTION BOXES AND SECONDARY DISTRIBUTION BOXES AS REQUIRED TO FEED HVAC EQUIPMENT ( MFYS AND PCM'S). MDB'S SHOWN ON PLANS ARE FOR OUTLETS ONLY. INDICATE ON THE SHOP DRAWINGS MDB'S AND SUB'S FOR HVAC. 10 CIRCUIT NUMBER SERVING THE OUTLETS IN THE AREA SHOWN. 19 19' X 6' X 7' IDF RACK - TYPICAL 12 MICROWAVE POWER 01 ELECTRICAL CONTRACTOR SHALL COORDINATE REQUIRED HEIGHT IN THE FIELD WITH MICROWAVE LOCATION. ROUTE CONDUIT TO PANEL tyok,,l i 43& 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 ASSYS. FRFM ROOM 437_] OCIASSOMMS, AC Consoling Eng9Teers offmk - FL Pkii - Went, -an Bsech - Ft Myers 427 Cenlerpointe Circle, State 1826 ABsmonte Springs FL 32701 (407) 332-5110 Pow(4(:7) $32-7704 W W w.ociasoodates.corn W J Z m vi LIJ w o Q N O V) i Q U O ro INC) m N c Z a g _j W a m�� < ¢ � I`^ N EL uj Z V >-mw XOZ J a 02 In W W ID > I J = W M a_ z v C � xV ~ o 0 U LLI im O d L� i i z Z 0 to W 0 O Z © SEPL '04 MESE i AND PIE INMRIi SHOWN HEREIN ARE PIE PROPERTY OP EOWNO h OfaENB/5, ORgIRECiS, PA AND REPROWCIIONS, MSMOSURES OR USE 1HEREM' IN VIM N IN PART IS ENPRESSLY PRO - HIM 'WITHOUT WRM PERH590N. COMM. NO: 0400311 DATE: 04 J4049Y, 1005 BY: CAD CH'KD: ENO SHEET NO. IF )"� ASSOCIATES OF 27 INC. \' i 3 ; 3 3 3 k 3 i 3 } } i } E 3 , s E 3 x S 3 s i E ; E 1 5 S i 3 F 5 } } f S { £ 1 { , 3 3 3 5 } i { { f } { 6 j } 9 0 i 3 I S 1 1 i F ' 9 a � x . ---------------------------------- N. M RP-5 4 s'� 1 NOT .F .,. w . 1 901#3' POIAIr ij N= u MP 14.16:18 ---------------------------------- N. M RP-5 4 s'� 1 NOT .F .,. w . 1 901#3' POIAIr ij N= u MP 14.16:18 t a Ik € € E € TMO 3ygjj I C) k� € € E P 4j§ f i KEYNOTES EI: EPROVIDE POWER TO MOTORIZED VOLUME DAMPER. COORDINATE EXACT POWER REQUIREMENT AND LOCATION WITH MEACHANICAL CONTRACTOR. w z a m to W O I— CO N Q N O V1 N Q O Do M M m a1 � 0 Oo ' d OQ Z a 0 _j—rn Iw- z < mO Q U —I N CL Lij Z Li >- m J Q O Ly moz En w LLI co > o- W � cV• �y = w J 4U v C ti V ti ^o oc t•— U La1 CC O (L. Li.. Z 0 W ir a 0 0 z © SCPP. .'04 SE THEPUNS AND THE INMRIMTWN SHOWN HEREIN ARE THE PROPERTY OP EWIND ! DRii W, MMITECM PA M) REPROWCTIONS. OIS0.0SURE5 OR USE THEREOF IN WHOtE w IN PNR K WP LY PR HISREO wImUT WRINEN PE mmm. COMM. NO: 04650398 DATE: 04 JAAOARY, 2005 BY: CAD CH'KD: EN MAMMA= INC SHEET NO. Cone d ft Eroiheera o lu42 • Hence - Wed - yom ird , ” 826 427 Centerpo6Ete Cade, SE®Le 1825 C ARemonte Sprblp PL 32701 (407) 332-NO Pax. f407) 332-7704 WWW.06198EOCTeteoLcoyn ASSOCIATES Of 27 cOOROTEO Au KORIIA1 NMM INC. «,. 1 ffLN E H Ro r- C �3 gg f ELE"WOR LOBBY il IV411--FEE3SS 1T !+#liNflXO «W FA H _ € € ? € F� MURED MR46 �� (1; �1' C EI E®E . ._ s i T ------------- ----------- yrA 4t E _....f... ...,. ._ ._. _ I aY I� edit sipmoil., You r 2 € RU WED sromw mai r # i r R F } ! € a)4 I i i s i € 1 ( a El � o,rNfRl9rok a�� v V (ompfl) (11OCD) AEA'# DE19 UPPLY RETURN 00 D ®D E] 6W CL`PtrRAI 3°F4R. E V � (110CD) ..19 ELCJ l€7�Y El Wore commerical kitchen drg BUILDING PLAN STREET R A I U S MEN t4_ F ; WOMEN C4 El I L I p j I _F- V t T�WP y J_ F LEASE SPACE 19T F p h ' i 1 14 KEYNOTES Fil: 0 REFER TO MECHANICAL DRAWING NO. M-1 FOR EXACT LOCATION. REFER TO FIRE PROTECTION DRAWING NO. F-1 FOR EXACT LOCATION. Q FOR FUTURE HOOD LOCATION. -0-„ ¥ OC:I A88OCL47W AC. 8 &M mb - R Place - Wed Pan Bash - R Aryan 427 Cwdwpdnte Cards, 'Mate 925 Abnmte FL 32701 (407) 332-M Fe}r• 407) 332-7704 www.octaeeooisteecom CERWICARE OFAVMI)WATION "M Ld Y � o m w F� Q N O N Q U 0 'ID r7 m � �o coo-1 oQ Z Q o= j ly- W i— a mO� Q < :�L`^ J v N C=� v z F- = J Q �m D w .. O z Q �w0 W tD>a_ ZZ ZZ a � ao� j W M J 2 Q I � V rV C t- U W O to z 0 N_ W CL' W F- Q Ot s QC Sfff '04 THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PROP OF ENLND R DROENW. MONRECM PA AND REPRODUDRDNS. DISCLOSURES OR USE THEREOF IN WHOLE OR IN PART 5 EVRESSLY PRO- HIBITEO M a WRRTEN PERMISSION. COMM. NO: 04OS03PB DATE: 04 14NIMRY, ZOOS BY: CAD CH'KD- ENO SHEET NO. 1-16 ASSOCIATES OF 27 IN C. tj -i MAR R'l ry6h mn. v pP4Ud w0fiel TF lk- Y rn M _-_-_E i�x J (110t £ b owr fat C � 2 SUPPLY RETURN �p ID D 0 Vn\� Op w t g op v I F f 70 I MIX AWING, j y} �il ...,....,.,.1. ( 3 S I,,.,.,,,,,m......, v 4 01 { riT 1- I-Ti 1 _�, a s; L £ ,� � � w V v vi u leA KEYNOTES a: 0 REFER TO MECHANICAL DRAWING NO. M-2 FOR EXACT LOCATION. REFER TO FIRE PROTECTION DRAWNG NO. F-2 FOR EXACT LOCATION. OCI ASSOM4TES INC. Coda Mu Engineers q/uido • Ft Pbree • Wed Pefe Beach • Ft Wrere 427 Centerpoade Ctirde, Suite 1826 Momonte FL 32701 (407) 332-M Fax- 407) 332-7704 Ymmodaeeodatee com eE(IIFlCA'IE OF ♦vnpmAnoN i011I Ld J Y d Z a m to LLJ w O H (D N Q C4 Q O m MM m N o DQd Z a L) Jrn UJI I— Q z a M 0 Cn c4 U CL ui J Q.i Z L) )-m J ¢ Cr O Z EnLLJ w= UJI (D > CL V � LIU � 4 a _ j v � C cam' v ti d � � N W F{EE3 C1_ ! © SEPT '.04 THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EMUND h ORDENW. PACHDE('I5, PA AND REPROOUCTONS, MS MURES MUSE TNFREOF IN W OR IN FIFE IS ESPR U PRO- HIIIIIED NIIIWUI WRRIEN PERMISSION, COMM. NO: 040503113 DATE: 04 ✓VWY, 2005 BY: CAD CH'KD: fN0 SHEET NO. 1-17 OF 27 by��V(110M) op F i 5 t=71_ _. �... ... __._.. 4 S 33 SrWat I9, COS 7 fc� Ile .. ,..`— :4 ff- ..... F Ut y _ _ d . 3 CARREfS 1 g% ,,..,.- I/P �a� ElEl YIEWING 04 y �qyp � A✓ b...o E F I , 0- i ' y ` a R. a 1�fl a t Tad C0�1EW aA"Afilw�€s qr C y p1mllC F, { LJ El xs........ ...f i F 3 OPEN offiff 1 1s`v JCl - -9p i i r- Tr , gg if �� s . J A 5 CD ......«o-.. w.n�.n..vm.. i € i .......... g n ....-........ .. fi i y L 11i OPEN Offler IL i. ( ff 12 f r ' , w k %. °; 3 € SUPPLY RETURN IDD IDD (11OCD) ONY6'd F y RE IRV ®�� tZ'ti3J �iE Fl iiii ? 5 fr 3 1 FC 2 t L yg LJ i2? 22 s fe A._.... .Y_ ate.... ._,....t.._. __<._.................,.....—,._,....,_._.....,.b-...-..,...«,✓mmrv� 1'UFY Le 1 a �.. . 9{ offiff Y q O F 11OCD) rok KEYNOTES O: aREFER TO MECHANICAL DRAWING NO. M-3 FOR EXACT LOCATION. 0 REFER TO FIRE PROTECTION DRAWING NO. F-3 FOR EXACT LOCATION. w J Z m V) wo VI Q O N O CO N Q U O ao E,F) Ko m N o �Q� 0 w H_ ` a 0° O sri Z _j NCN =� U aui 0 H J Qv Z = U LAJ r m •• J a LNJ M�0 o L0W= w (D>(L m �Qa awe a j = w p< C� moo U w n w O d L� p �� q z O LJ firq S[Pr •04 THESE PLANS AND y _ THE INFORMATION SHOWN HERON ARE THE %tOPENiY OF E➢WNO k DPoRNR'S. ARCHITECTS, PA MD REPRODA iONS, WSCLOSURES OR USE THOp"I WHOLE 0IN PMIS EVR4Y WWRIER RSPNO- COMM. NO: 600503PS %� ✓� SECOND ��l �. I Y DATE: 04 ✓ANUARY, 200s BY: e4p BUILDING PLAN EE-1 STEM o / S ALE: 1/8° = 1 cH'KD: to / OCIASSOG'I M /AC. SHEET NO. co Consuwnq Erstmwe Orhndo • FL Pkree •Wed Pr{n Bests - Ft MyerN 427 0MWPWte (*CIO, Suite 1825 h / n \ AftwTmte Springs FL 32701 (407)332 5110 Fex= t407) 332-7704 wm.odassop Q J �AM�� Al �- ASSOCIATES OF 17 W J V N..__...„-...w_,p.•...a..,.,�9,.,_.,.,.�..n INC. LLJI Z Cn0 I ., N CDO 1I phi Ln II M li Lu U Q U-cn W N O '� Q'J ,stand pip and sfaia' ieff % C Chas _a. m � I d t s f { J 3eiLPi E ROAM iffe? ¥w i 3� f � � '.+ � 1 � � e w " _ ' �v Ti�3 w_ 3 ag ate_ P d` rrr CpJ I� ^ .,._ {r.. max..._ ..,_, ,, , x pour Awnq OPEN 4MCE ^� c i. '%. d,' EKI y rem v �� (1(� P--, gg 4 � .... .... ..... ,�»d Tu o.. . - I.. L. ..ttp F�I€• —..,}..., qyy �ii3ig3 d2323 Ldo L € 8 �° i..,,✓€, 1 rig ^%c�Lj ar N y } mr�sr�am 1t (110CD) � s E�- 14M COO, O 2 SAINMR 610#11. ROOMY -ALL- 1 f , OPEN o/Th"67 9 e,� I CLF„Q� f2f cif£ iRt' ' 1 y k d' fD9 (110CD) xv L € jy LVREA454 TA)MS.i� �SF• Y6FL ✓n£SS.£ ,f�JC3rdkc € `axti E r qZ; 4-�' J1= SUPPLY RETURNS R I�>> �a- p af ^ 434 ID D D y �x.x in 0 r (110CD F p (� is i €¢ ,` i..r �€,1�� L_ � �. � axr s f € A ty Vg ' $ � � E �gggry.v" ry E n Y , ( [( € 4 � bi✓9LM1a IP';�aIY°'::P;E%a F y € "i F c i 7:a�t V 110CDF'� a ._ gg 1 y ^::»� ii_''-��"•-%k""_; ^." m_�.3 ..xx,,.......xx,.. � 6� Cam` b. ! t _ ... IN a s ■ pfovede (2)two ,soHlt mz nhod RECUM MOB RdZ D MAMA' S'MENS df # ` Y 4 ` Offi l #'LKJ Off i{eL 411 ` RK AREA ELF gRfff kii i-_LJ� KEYNOTES Fil: REFER TO MECHANICAL DRANING NO. M-5 FOR EXACT LOCATION. 0 REFER TO FIRE PROTECTION DRAWNG NO. F-5 FOR EXACT LOCATION. } W J ° Z_ Q U 04O V1MN Q O m M m N o cs < Z a _p l j 6E f— Z a m0Ln a a 2 LE ^ J v N CL LAJ Q Z H J Qv U ? O] 4f J < woo of Lo W O w tD > C_ �• 0 I Z W ^mil W w 0 OL i /n z W © YEPr '04 THESE PUNS AND THE INFORMATION SHOWN HEREIN ARE THE PRDPERIY OF Ei k DRRENBR$ ARCWiECIS• PA MD REPRODUCTIONS OISCIOSURES OR USE THEREOF IN W M OR IN PART W WRFSIY PND- HIBIIED WRHDUT am PERMISSION. COMM. NO: 046303PB DATE: 04 ✓ARpARY, 2005 i CAD CH'KD: EAD OCI ASSOCIA= IMC. SHEET NO. Cons &V Engineers CAe 42 • C PlaricsMere • We, Pero Beach • Ft dryefe _ Y 427 Centerpointe Cede, SEate 1825 /V% 2 Aftemonte Spnrgs FL 32701 (407) 332-00 Fax 1,& 332-7704 www.odaswastee.corn ASSOC/A TES i°"Te°Fw,mo 11104MV1 /NC. 0F 27 LIGHTNING PROTECTION SYMBOLS —C COUNTERPOISE CONDUCTOR — CABLE SIZED PER NFPA 780 — —G— — — MAIN L.P. CONDUCTOR — CABLE SIZED PER NFPA 780 BONDING CONDUCTOR — CABLE SIZED PER NFPA 780 Q AIR TERMINAL • EXOTHERMIC BOND A EXOTHERMIC TEE CONNECTION DNS DOWN CONDUCTOR LOCATION R U I I I 1 I i i I I I I I I I I I s U I 0 I I I I\ ,,-----C------� W ASSC l"1= W. Cone fto Engineers O amb • F; Plan • WsN Pdn 8"ch • Pt worn 427 Cen%rponte Circle, &do 1825 ARemonte SFr' FL 32701 (407) 332-MM Fax (407) 332-7704 m odamoodates.com CER1fiCAIE OF AunnlQAluN.ma LJ LLI• • . • :, - Ljj • < •• CL • LLI - .. • Lu • III,...44111 .nllllllloM_.nI1111tN�, IVn...,gtl ���iiillNllllllllllln ��� ' 'IIIIIIIIID'"'uIItiIIID' � a a. QJ v C v �o� I U w � O a. L. Q SfPT. '04 THESE PLNJs AND SH THE INFORMATION OWN HEREIN ARE THE PROPEREY OF EOUIND h ORNEN•AS, MCMIECIS,, PA AND REIWDUCNONS, DISCLOSURES OR USE I THEREOF IN WHOLE OR IN PARE S EXPRESSLY PRD- HISNED WRHOUT WRIVEN PERMISSION. COMM. NO: 640503UB DATE: 04 ✓ANYARY, 1005 BY: Cq0 CH'KD: EhG NO. 4SHEET 1- 2 1 4MS OF 27 INC. TO POWER COMPANY TRANSFORMER METER CT SURGE ARRESTOR BPER NEC 250 ONDING JUMPER I NEUTRAL BAR 16OD/3 SA GND_BAR 70/3 z� ca =7T �-1 PROVIDE GROUNDING PER DETAIL ON DRAWING E-26. BOND ALL SERVICE GROUNDS TOGETHER. 5 SETS OF 4#50DKCMIL, 3 1/2-C EACH 60/3 > 60/3 > 60/3 J 60/3 60/3 PANEL PANEL PANEL PANEL PANEL +-1 LP-S LP-1 LP-2 LP-3 LP-4 60A 60A 60A 60A 60A SURGE PROTECTOR TVSS MLO MCB MCB MCB MCB 4#6AWG, I#IOGND, 1'C TRANSFORMER T 50 480V0CVA,30 D TA PRIMARY 120/20BV, WYE SECONDAR 800/3 PANEL DP-1 1600A MCB 413AWG, 1#8GNO, 1 1/4'C 4/1 /OAW% 1/6GND, 2'C PANEL PANEL PANEL PANEL PANEL PANEL RP-S RP-1 RP-2 RP-3 RP-4 RP-5 t00A 150A 150A 100A 1DOA 60A MLO MCB MCB MCB MCB MCB SPAHH., 4W. LOAD CALCULATION FOR MSB 480RVICE / 277V. LOADS PANELS / FEEDERS LIGHTING RECEPT'L MOTORS EQUIPMENT APPLIANCES SPARE OTHER KITCHEN HEATING COOLING TOTAL DP-1 141.30 11.09 32.00 26.00 294.75 505.22 MP-S 192.37 19.50 211.87 MP 85.47 05.47 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-T1 50.D0 50.00 DP-T2 100.00 100.00 FUTURE 250.00 250.00 TOTALS 121.22 141.38 288.93 0.00 0.00 282.00 176.00 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 0.00 282.00 176.00 0.00 314.25 TOTAL DEMAND 1288.40 1550 AMPS MAIN SWITCHBOARD /'MSB" 1600A, 480/277-30-4W, (15 KAIC 100/3 100/3 2 SETS OF 4#500KCMIL, SPARE 1#1/OGND, 3 1/2-C EACH PANEL DP-T1 t00A MCB 4 SETS OF 4#500KCMIL, 1#1/OGND, 3 1/2"C EACH 4#3AING, 1#8GND, 1 1/4"C 40500KCMIL, 1/3GND, 3 1/2-C MP-1 MP-2 MP-3 L 400A 400A 400A MCB MCB MCB ® TYPICAL FOR ALL 4#3AWG, 1#8GND, 1 1/4°C 225/3 PANEL DP-T2 225A MCB TRANSFORMER T1 25KVA 48OV,30 DELTA PRIMARY 120/208V,30 WYE SECONDARY 4#3/OAWG, - 1#6GND, 2 `C 800/3 4#3AWG, 4#4/0AWG, 1#8GND, 1#4GND, 1 1/4"C 2 1/2"C PANEL PANEL PP-Ti PP-T2 100A 2DOA MCB MCB TRANSFORMER T2 45KVA 48OV,30 DELTA PRIMARY 120/208V,30 WYE SECONDARY KEG TES ®: ❑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 (VITA NEAT) LOAD. THE PCM LOAD WILL BE SUPPORTED BY THE NEAREST AVAILABLE EMERGENCY PANEL LISTED ABOVE, REFER TO FLOOR PLANS FOR PCM CIRCUITS. n PLEASE REFER TO FLOOR PLANS FOR PANEL LOCATIONS. EMERGENCY GENERATOR I El 480V-30-4W C1600/3 800KW, 0.8 PF 5 SETS OF 4#40OKCMIL, 30C EACH GENERATOR DIST. PANEL 'GDP" 1600A, 480/277-30-4W, 65 KAIC J 00/3 800/3/3 '-— J_ 1ODA/4P AUTOMATIC TRANSFER SNITCH 4#3AWG, 1�BGND, 1 1/4RC 4#3AWG, 1#8GND, 1/4°C PT1 E 1 2 SETS OF 4#500(CMIL, 1/1/OGND, 3 1/2-C EACH 4#3AWG, 1#8GND, 1 1/4-C 800A/4P 1 AUTOMATIC TRANSFER SWITCH — I 225/3 4#4/OAWG, 1 , 2 SETS OF 4#500KCMIL, 1/1/OGND, 3 1/2RC EACH 2 SETS OF 4#500KCMIL, 1#1/OGND, 3 1/YC EACH EMERGENCY DIST. PANEL °EDP" 800A, 480/277-30-4W, 65 KAIC 2 SETS OF 4#50OKCMIL, 3 1/2"C EACH TO POWER COMPANY TRANSFORMER CT METER SERVICE ENTRY RATED I /1-I 800/3 FUSED DISCONNECT ICI 1 SWATCH F----- -----I 1 800A/4P FlRE 1 AUTOMATIC PUMP COINT­ 1 I SWITCH I I DLLER I I I I I FIRE PUMP I I I 4�� I 100HP 1 L----------J I 400/3 225/3 I — — 110/3 1/2-C — 4j4/OAWG, 1#4l24D, 2 1/2-C PANEL PANEL MP-S MP 400A 15A MLO MCB 4/2AWG, 1#6GND, 1 1/2-C TRANSFORMER T3 75KVA 48OV,30 DELTA PRIMARY 120/208V,30 WYE SECONDARY 4#25OKCMIL, l#2GND, 2 1 /2"C PANEL ERP 250A MCB PANEL PANEL PANEL rPANELRP-SV ERP-S ERP-4 -31DOA 60A 60A AMCB MCB MCB CB ❑3 TYPICAL ONE LIE DIAGRAM 4/6AWG, 1$10GND, 1'C PANEL PANEL ERP-2 ERP-1 60A 60A u • u • • • 1 ■ • • u • �I�pr..rltll ,�nillliln,�AII Ilpr...r�1'I 1111111,. Ur.......g11'I'III II�II�T I�Ie...nII��IIhr...nll' W � o w i ti ao� a x zR- v 4 � V ~ o 0 I— U W 0 O 11■� CQ SEPr.. '04 THESE PUNS AND THE INFORMATION SHOWN HEREIN ME THE FROPERfY DF EDIUND h DRNENRVS, O.RCHmm, PA AND REPROWOTIONS. MSUDSURES M USE THEREOF IN WHOIE OR IN PM 6 WRMY PAO- MWTEO WII v WRRIEN PFRMISSTON. SCALE: N.T.S. COMM. NO: 040503 IJ8 DATE: 04 ✓ANOARY, 2005 BY: CAD CH'KD: ENG OCI A SOCI47M INC.Aq SHEET NO. ConsLOV Engeleers OAV)* • R meroe • Wad Psh Beech • R. MyersI 427 Centerpoints CMde, SsAs 1825-22 SwinM FL 32701 (407) 332-5110 Farr (407) 332-7704 w".odassedateacom OF 27 <EIRM"lE M AV040WAIM irze L6 I PANEL LP-3 LOCATION THIRD FLOOR ELECT. ROOM SERVICE RATING 480/277V-30-4W : MINIMUM BREAKER AIC 22,000 60 AMPS MCB MOUNTING SURFACE LOAD DESCRIPTION BKR KVA CKT, NO. K A BKR LOAD DESCRIPTION TRIP JpOLESJ OA OB I OC OA 0B OC TRIP POLES L- LIGHTING 301 20 1 0.60 1 112 0.52 20 1 1 L- LIGHTING 301 L- UGHTING 302,303,305.307 20 1 1.59 314 171 20 1 1 L- LIGHTING 306, 317 L- LIGHTING 317 20 1 2.26 516 2.04 20 1 L- LIGHTING 309 L- LIGHTING 315, 316 20 1 0.64 718 1.83 20 1 L- LIGHTING 312 L- LIGHTING 331, 31Z 320 20 1 1.08 9 lio 1.89 20 1 L- LIGHTING 312 L- LIGHTING 313, 314 20 1 2.10 11112 1.10 1 20 1 L- LIGHTING 323 L- LIGHTING 332, 329.330, 333 20 1 1 2.55 131141 1.75 20 1 L- LIGHTING 318, 326 SPARE 20 1 0.00 151161 0.00 20 1 SPARE SPARE 20 1 0.00 171181 1 0.00 20 1 1 SPARE SPARE 20 1 0.00 191201 0.00 20 i SPARE SPARE 20 1 0.00 211221 0 00 20 1 SPARE SPARE 20 1 0.00 231241 0.00 20 1 SPARE SPARE 20 1 0.00 251261 0.00 20 1 SPARE SPARE 20 1 0.00 27128 000 1 1 20 1 SPARE SPARE 20 t 0.00291300000 20 1 SPARE 5 \ L k R J Ft, yu N C rv. J5 a\ J S.\ �ns 4.10 3 60 3.14 m/ 1. .�.. Sa. T v, n4 C T g k " 5 „8. b s4 i U 5 r;Ag. f%..✓.1 3 s \.t y» r. it E... . R � . t ��. C.:, xr , TOTALS a k. �V .rl; xaP 3.79 2.67 Cyr1. .e4' 4.36 LOAD CALCULATIONS: CONN. LOAD - KVA D.F. CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING 21.56 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 0.00 MOTORS 0.00 1.00 0.00 EQUIPMENT 0.00 11.00 0.00 APPLIANCE 0.00 0.751 0.00 SPARE/SPACE 0.00 1.0011 0.00 OTHER 0.00 1.00 0.00 TOTAL KVA AMPS 21.66 26.05 27.08' 32.57 RP-S LOCATION STREET LEVEL ELEC. ROOM SERVICE RATING 120/2o6V-30-4W 100 AMPS MLO MINIMUM BREAKER AIC 22,000 MOUNTING SURFACE - LOAD DESCRIPTION 8KR KVA CKT. N0. KVA 8KR LOAD DESCRIPTION TRIP POLES 0A 08 OC R- OUTLETS 002 20 1 1 0.90 1 0.00 20 1 1 SPARE 6 0.00 20 1 SPARE SPARE 20 1 0.00 5 R- OUTLETS CORRIDOR 20 1 0.90 9 10 .90 20 1 R- OUTLETS 019, 022 R- OUTLETS 021, 014 20 1 1 0.90 111121 0.54 20 1 R- OUTLETS EXTERIOR R- OUTLETS EXTERIOR 20 1 0.72 1 13 141 1.42 1 20 2 M- AHU-G.2 M- AHU-0.3 20 2 1 1.43 15 161 142 M- M- 1 1.43 17 181 0.80 20 1 1 M- CU-G.2 M- EF-GR 20 L 0.19 19 201 0.80 1 M- M- EF- FP 20 1 0.19 21 22 0.15 20 1 M- EF-G M- FAN MAIL ROOM 20 1 0.86 23 24 0.50 20 1 R-OUTLET ELVATOR PIT R- OUTLETS ELEV. MACHINE RM 20. 1 0.18 25 26 0.50 20 1 R- OUTLET ELEV. PIT R- OUTLET ELEVATOR PIT 20 1 0.50 271281 .50 20 i R- OUTLET ELEV. MACHINE RM 301 0.50 20 1 0- ELEVATOR 0- POWERED DOORS 20 1 11.40 31 M21 0.00 1 20 1 1 SPARE 0.00 20 1 1 SPARE SPARE 20 1 0.00 351361 0.00 20 1 1 SPARE SPARE 20 1 0,00 37 38 0.00 I 20 1 i SPARE SPACE - 1 0.00 39 40 O.OD - 1 SPACE SPACE - 1 0.00 41 42, 0.00 - 1 SPACE TOTALS 4.29 3.92 3.69 >< 3.44 1 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 10.00 NOTES: RECEPTACLES - ABOVE 10 KVA 0.28 0.50 1 0.14 HVAC O.DO 1.00 0.00 MOTORS Ell 1.00 &69 EQUIPMENT 0.00 1.00 0.00 APPLIANCE 0.0D 0.751 0.00 SPARE PACE 0.DO 1.001 0.00 OTHER 2.40 1.001 2.40 TOTAL KVA AMPS 21.37 59.32 1 21.2 5&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 DESCRIPTION BKR KVA I CKT. NO. A BKR LOAD DESCRIPTION TRIP POLES OA OB OC OA 0B I OC I TRIP IPOLES R- FLOOR OUTLETS 302 20 1 0.54 1 11 2 1.50 20 1 R- FLOOR OUTLETS 3D3 R- FLOOR OUTLETS 305.307 20 1 1.08 13 4 1.50 20 1 R- FLOOR OUTLETS 316 R- FLOOR OUTLETS 316 20 1 1.08 15 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 1.08 9 10 11,08 20 1 R- FLOOR OUTLETS 3D9 SPARE CIRCUIT IN MOB 20 1 1.00 11 12 1.00 20 1 SPARE CIRCUIT IN MDB SPARE CIRCUIT IN MOB 20 1 1 1.00 13 14 1.00 20 1 R- FLOOR OUTLETS 332 R- FLOOR OUTLETS 319 20 1 1 0.36 15 161 1.26 20 1 R- FLOOR OUTLETS 321,322 R- FLOOR OUTLETS 20 i 0.72 17 181 0.00 20 1 SPARE SPARE 20 1 0.00 19 201 0,00 20 1 SPARE R- FLOOR OUTLETS 327 20 1 1.08 21 22 D.72 20 1 R- FLOOR OUTLETS 327 R- FLOOR OUTLETS 327 20 1 1.08 23 24 1.08 20 1 1 R- FLOOR OUTLETS R- FLOOR OUTLETS 327 20 1 0.72 25 26 1.00 20 1 1 SPARE CIRCUIT IN MOB SPARE CIRCUIT IN MDB 20 1 1.00 27 28 1.08 20 1 1 R- FLOOR OUTLETS 308 R- FLOOR OUTLETS 314 20 1 1.08 29 30 1.68 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 34 1.08 20 1 R- FLOOR OUTLETS 314 R- FLOOR OUTLETS 301,314 20 1 7.08 35 36 1.00 20 1 R- FLOOR OUTLETS 309 R- FLOOR OUTLETS 315 1 20 1 1.08 37 38 1.08 20 1 R- FLOOR OUTLETS 308 SPARE CIRCUIT IN MOB 20 1 1.00 391401 1.00 20 1 R- OUTLETS DATA ROOM R- OUTLETS DATA ROOM 20 1 1.50 41142 1 0.90 20 i R- FLOOR OUTLETS 310,311,313 TOTALS 5.32 6.50 54 6.74 1 7.72 6,50 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 10.00 NOTES: RECEPTACLES - ABOVE 10 KVA 24.32 0.50 12.16 HVAC 0.00 1.00 0.00 MOTORS 0.00 1.00 0.00 EQUIPMENT 0.00 1.00 0.00 APPUANCE 0.00 0.75 0.00 SPARE/SPACE 6.00 1.00 $.D0 OTHER 0.00 1.00 0.00 TOTAL KVA AMPS 40.32 111.92 28.116 78.16 PANEL LP-4 LOCATION FOURTH FLOOR ELELCT. ROOM SERVICE 480/277V-30-4W RATING 60 AMPS MCB MINIMUM BREAKER AIC 22,000 MOUNTING SURFACE LOAD DESCRIPTION BKR KVA CKT• N. KYA BKR LOAD DESCRIPTION TRIP POLES OA 09 OC ®A OB OC TRIP POLES L- UGHTING 401 20 1 0.52 1 2 0.60P12.30 20 1 L- UGHIING 401 l LIGHTING 402 20 1 Z47 3 4 20 1 L- LIGHTING 403, 404, 406 L- LIGHTING 409, 414 20 1 Z05 5 6 20 1 L- LIGHTING 419, 422, 423, 424 L- UGHIING 433, 426, 412, 425 20 1 1.44 7 8 1.6120 1 L- UGHTNG 410,411, 415,416,412 L- LIGHTING DV1-4 20 1 1.81 9 10 I 20 1 L- UGHTING 432,435,436,437 L- UGHTiNG 412 20 1 1.35 11 12 1 20 1 L- LIGHTING 418,413,421,430 L- LIGHTING 411 20 1 2.31 13 14 0:0020 1 SPARE SPARE 20 1 0.00 15 16 I 0.00 20 t ISPARE SPARE 20 1 0.00 1718 1 0.00 20 1 SPARE SPARE 20 1 0.00 19 20 0.00 20 1 SPARE SPARE 20 1 0.00 1 21 22 (LOD 20 1 SPARE SPARE 20 1 0.00 23 24 0.00 20 1 SPARE SPARE 20 1 0.00 125 26 0.00 20 1 SPARE SPARE 20 1 0.00 27 28 0.00 20 1 SPARE SPARE 20 1 0.00 29 30 0.00 20 1 SPARE 4 4. C \ Lil < ( in s / k \V5 hi. u. w ^'s T y,ri✓ TOTALS T F 1, 4.27 NS ` t snr .3 N;f i, i• C • W1+.. ; a 4.34 1 �r. y, �wt^Wa Y f 2.21 3.57 W \ 3' } x9: 1, E Yu 4 4 it 6 2 1 5 } Y L r/d a-4,YC i,i fk a \u tau rl3k i f 3.67 LOAD CALCULATIONS: N. LOAD - KVA F. (CALC. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING 21.46 1.25 26.83 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 0.00 MOTORS 0.00 1.00 0.00 EQUIPMENT 0.00 1.00 0.00 APPUANCE 0.00 0.75 0.00 SPARE/SPACE 0.00 1.00 0.00 OTHER 0.00 1.00 0.00 TOTAL KVA AMPS 21.46 25.81 26.83 32.27 PANEL RP-1 SERVICE 120/208W-30-4•W MINIMUM BREAKER AIC 22,000 LOCATION FIRST FLOOR RATING 150 AMPS MCB MOUNTING SURFACE ELECT. ROOM LOAD DESCRIPTION BKR KVA CKT. NO. Ji0A KVA BKR LOAD DESCRIPTION TRIP POLES OA OB I OC I OB I OC TRIP IPOLES R- FLOOR OUTLETS RM. 105 20 1 0.36 112 10.72 20 1 1 R- FLOOR OUTLETS RM. 103-105 R- FLOOR OUTLETS RM. 113 20 1 1.08 3 4 1, 1.08 20 1 1 R- FLOOR OUTLETS RM. 114 R- FLOOR OUTLETS RM. 114 20 1 0.90 5 16 Ill' 0.54 20 .1 R- FLOOR OUTLETS RM. SC-2 R- FLOOR OUTLETS RM. 114 20 1 1.08 7 8 1.08 20 i R- FLOOR OUTLETS RM. 114 R- FLOOR OUTLETS RM. 113 20 1 0.72 9 1101 1.50 20 1 R- FLOOR OUTLETS RM. 113 R- FLOOR OUTLETS RM. 106 20 1 i 1 1.08 111121 0.90 20 1 R- FLOOR OUTLETS RM. 102 R- FLOOR OUTLETS RM. 115 20 1 1 1.08 13114 1.00 20 1 SPARE IN MOB SPARE IN MOB 20 1 1.00 15 16 ' 1 1.00 1 20 1 SPARE IN MOB R- FLOOR OUTLETS RM. 125 20 1 1.08 17118 1.50 20 1 R- FLOOR OUTLETS RM. 125 R- FLOOR OUTLETS RM. 126 20 1 1.013 19 20 11.08 20 1 R- FLOOR OUTLETS RM. 125 R- FLOOR OUTLETS RM. 125 20 1 1.50 21 22 1.08 20 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: 123-124 26 1.50 20 1 R- FLOOR OUTLETS RM. 122 A- MICROWAVE RM. 123 20 1 1.00 27 P28 1 0.90 20 1 R- FLOUR OUTLETS RM. 125 30 '', 1.00 20 1 SPARE IN MOB SPARE IN MOB 20 1 1.00 31 32 1.00 20 1 SPARE IN 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 0.72 35 36 0.50 20 1 R- FLOOR OUTLETS RM. 115 R- FLOOR OUTLETS RM. 101 20 1 1 0.54 13738 11.26 20 1 R- FLOOR OUTLETS RM. i16 R- FLOOR OUTLETS RM. 117 1 20 1 1 0.36 39 Q 0.90 20 1 R- FLOUR OUTLETS RM. 118-119 R- FLOOR OUTLETS RM. 125 20 I 1 0.90 41 42 1.00 20 1 ISPARE TOTALS 6.64 6.66 B.66 7.64 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 0.00 RECEPTACLES - 1ST 10 KVA 10.00 7.00 10.00 NOTES: RECEPTACLES'- ABOVE 10 KVA 23.58 0.50 1L79 HVAC 0.00 1.00 0.00 MOTORS 0.00 1.00 0.00 EQUIPMENT 0.00 1.DO 0.00 APPLIANCE 1.00 0.75 0.75 SPARE/SPACE 7.00 1.00 7.UO OTHER 0.00 ':' 1.00 0.00 TOTAL KVA AMPS 41.58 115.41 29.54 81.99 PANEL RP-4 LOCATION FOURTH FLOOR ELECT. ROOM SERVICE RATING 120/208V-30-4W 100 AMPS MCB MINIMUM BREAKER AIC 22,000 MOUNTING SURFACE LOAD DESCRIPTION BKR KVA CKT. NO• KVA BKR LOAD DESCRIPTION TRIP POLES OA OB OC OA OB OC TRIP POLES R- FLOOR OUTLETS 403 20 1 0.50 1 1 2 0.72 20 1 R- FLOOR OUTLETS 403.404 R- FLOOR. OUTLETS 406 20 1 1.08 3 4 1.08 20 1 1 R- FLOOR OUTLETS 409 R- FLOOR OUTLETS 414 20 1 0.90 5 6 1 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 t SPARE CIRCUIT IN MOB SPARE CIRCUIT IN MOB 20 1 1.00 13 14 1.08 20 1 R- FLOOR OUTLETS 420 R- FLOOR OUTLETS 424 20 1 1.08 15 i6 0.36 20 i R- FLOOR OUTLETS 425 R- FLOOR OUTLETS 426, 433 20 1 0.72 17 18 1.08 20 1 R- FLOOR OUTLETS 432,435 R- FLOOR OUTLETS 20 1 1.08 19 20 0.50 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 ISPARE 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 1.08 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 3536 0.90 20 1 R- FLOOR OUTLETS 421.429 R- FLOOR OUTLETS 424 20 1 0.72 37 38 '1.00 20 1 SPARE CIRCUIT IN MOB SPARE CIRCUIT IN MOB 20 1 1.00 39 40 1.00 20 1 R- OUTLETS IN DATA ROOM R-OUTLETS IN DATA ROOM ' 20 1 1.00 41 42 0.90 20 1 R- FLOOR OUTLETS 412 TOTALS 1 6.28 Ill 6.50 2K .46 6.02 7.04 LOAD CALCULATIONS- CONN. LOAD - KVA D.F. I 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 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 0.00 EQUIPMENT 0.00'' 1.00 0.00 APPLIANCE 0.00 10.751 0.00 SPARE/SPACE 8.00 1 1.001 8.00 OTHER 0.00 1 1,001 0.00 TOTAL KVA AMPS 39.24 108.92 = 28.62 79.44 PAIMEL -1 SE VICE 480/277V-30-4W MINIMUM BREAKER AIC ZZOOO LOCATION STREET LEVEL WING 100 AMPS MCB _ MOUNTING SURFACE ELELCT. ROOM LOAD DESCRIPTION BKR KYA CKT. NO. KVA BKR LOAD DESCRIPTION TRIP POLES OA OB OC OA OB OC TRIP POLES L- EM. LIGHTING STREET LEVEL 20 1 0.56 1 2 0.85 20 1 L- EM. 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 0.98 7 8 0.96 20 1 L- EM. LIGHTING FIRST FL SPARE 20 1 0.00 9 10 0.00 20 1 SPARE L- EM. LIGHTING THIRD FL 20 1 0.93 11 12 1.09 20 1 L- EM. LIGHTING THIRD FL L- EM. LIGHTING FOURTH FL 20 1 0.98 13 14 0.52 20 1 L- EM. LIGHTING FOURTH FL SPARE 20 1 1 0.00 15 16 0.DO 20 1 SPARE SPARE 20 1 0.00 17 18 0.00 20 1 1 ISPARE SPARE 20 1 1 0.00 1 19 20 0.00 20 1 1 ISPARE SPARE 20 1 1 1 0.00 21 22 0.00 20 1 1 ISPARE SPARE 20 1 1 1 0.00 23 24 0.00 20 1 1 SPARE SPARE 20 1 1 0.00 1 25 26 7.20 30 1 3 0- TRANSFORMER T-E SPARE 20 1 0.00 27 28 3.60 0- SPARE 20 1 0.00 29 30 3.60 10- u. x +ry`fF`ywo 4 . / k yH d zsa'. N 9 "dk r,a, kf u. mi C C rH \ sa r 4.:, Y:' 6 3, y % e ,S 3' p`. r s., 4 O. - 2 , r ..S �.: S u3n3 x KS d 3 � f Y f 't, r .i:nv .:. ::. , r• .u• ran &ak 2.52 1 0.60 r .. 1 1.69 >, r :, . ...r n, 9.53 4.51 1 5.75 ., .. x, .. x frY TOTALS1 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 1.001 0.00 MOTORS 0.00 1.00 0.00 EQUIPMENT 0.DO 1.001 0.00 APPLIANCE 0.00 0.75 0.DO SPARE/SPACE 0.00 1.00 0.00 OTHER 14.40 1.00 14.40 TOTAL KVA AMPS t4,60 29.59 27.15 32.66 • RP-2 I LOCATION SECOND FLOOR EI-ECT. ROOM SERVICE RATING 12O)WEIV-30-0 150 AMPS MCB MINIMUM BREAKER AIC 22,000 MOUNTING SURFACE LOAD DESCRIPTION BKR KVA CKT, NO. KVA BKR LOAD DESCRIPTION TRIP POLES OA OB I OC OA OB OC TRIP IPOLES R- FLOOR OUTLETS RM. 207 20 1 : 0.90 1 12 0.90 1 20 1 1 R- FLOOR OUTLETS 201,207 R- FLOOR OUTLETS RM. 207 20 1 1 1.50 3 4 0.90 20 1 R- FLOOR OUTLETS 212 R- FLOOR OUTLETS RM. 209 20 1 1.08 5 61 1.50 20 1 R- FLOOR OUTLETS 210 R- FLOOR OUTLETS 20 1 0.50 7 8 0.36 20 1 R- FLOOR OUTLETS 213 R- FLOOR OUTLETS RM. 208 20 1 1.08 9 10 1.08 20 1 R- FLOOR OUTLETS 216 SPARE IN MOB 20 1 1.00 11 12 1.00 20 1 SPARE IN MOB SPARE IN MDB 20 1 1.00 13 14 1.00 20 1 ISPARE IN MOB R- FLOOR OUTLETS RM. 224 20 1 0.54 15,16 0.90 20 1 R- FLOOR OUTLETS 226,228 R- FLOOR OUTLETS RM. 227 20 1 1.08 17118 1.08 20 1 R- FLOOR OUTLETS 202 R- FLOOR OUTLETS RM. 223, 224 1 0.90 191201 0.90 20 1 R- FLOOR OUTLETS 223 R- FLOOR OUTLETS RM, 223 20 1 1.08 211221 1.08 20 1 R- FLOOR OUTLETS 223 R- FLOOR OUTLETS RM. 223 20 1 0.90 23124 1.00 20 1 SPARE IN MOB SPARE IN MOB 20 1 1.00 25126 1.00 20 1 SPARE IN MDB SPARE IN MOB 20 1 1.00 27128 0.72 1 20 1 R- FLOOR OUTLETS 220 R- FLOOR OUTLETS RM, 220 20 1 0.36 29130 0.72 20 i R- FLOOR OUTLETS 217,218,315 R- FLOOR OUTLETS RM. 216 20 1 1.50 31132 1.08 20 1 R- FLOOR OUTLETS 223 R- FLOOR OUTLETS RM. 219 20 1 0.90 33134 1.08 20 1 R- FLOOR OUTLETS 216 SPARE IN MOB 20 1 1.00 35 36 1.00 20 1 SPARE IN MOB SPARE IN MOB 20 I 1 1.00 3738 1.00 20 1 R- OUTLETS DATA ROOM R- OUTLETS RM. 203-205 20 1 0.72 39 40 1.00 20 1 R- OUTLETS DATA ROOM SPARE 20 1 0.00 41 42 0.00 20 1 SPARE TOTALS 6.80 6.82 5.42 6.24 6.76 6.30 LOAD CALCULATIONS 11. 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 10.00 NOTES: RECEPTACLES - ABOVE 10 KVA 17.34 0.50 Ell HVAC 0.00 LOD 0.00 MOTORS 0.00 1.00 0.CU EQUIPMENT 0.00 1.00 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 11.00 1.00 11.00 OTHER 0.00 1.001 0.00 TOTAL KVA AMPS 38.34 106.42 1 29.67 82.36 mliflmmffimm1 «si ASSOCd4, `A AC aftl • 8 - R form 427 Centerpomte Circle, Suite 1825 Altamonte Sprinpe FL 32M (407) 332-M Pam t407) 332-7704 www.oclaaacciatea.com Caffil lE OP PonHOWATION 0112411 ASSOCIATE. INC. LLI Z m w F0 Q U O N O V) (V Q O w M rM m V) 0 C) Z Q 0Ld �_rn F- z m0U-) Q < V) U -i�` CL 0 J Q v Z U ?- CO l l J Q MOZ LnwX W (0 > 0_ QG � � aQw a w ti� U w O a L� c N o z o c N J m ad ~ 0 tV z © SEP%. '04 THESE PLANS AND THE INFORMATION 'SHOWN HEREIN ARE THE PROPERTY OF EDLUND-h ORRENi DRCNNECTS• PA AND REPROOUCDONS. DISCLOSURES OR USE THERSOF IN WHOLE OR IN PART IS EYPfl6AY i HI&RU WRHOUT WRITTEN PERMISAON. COMM. NO: 04051 DATE: 04 A/ANUARY, 2005 BY: CAD CH'KD: 0$ SHEET NO. 1-2� OF 27 Ln 1 w II Ln W b U zr-r SIZE PER RISER DIAGRAM — CONCRETE ENCASED ELECTRODE (EUFER GROUND) MAIN WATER SERVICE PIPE (IF METAL) JUMPER AROUND WATER METER - AIR TERMINAL CONCEALED BASE ASSI E-26 EXOTHERMIC CONNECTION 1 3/4" X 20' COPPERWELD GROUND ROD (2 MIN) SET IN PLACE W/ 4 SILICONE ADHESIVE me ALUMINUM ADHESIVE CABLE HOLDER AT EVERY 36" o/c (MAX) NLP CAT. 128 SMOOTH WEAVE ALUMINUM LIGHTNING PROTECTION CONDUCTOR STRAP TYPE COPPER VENT BONDING STRAP VENT BONDING DETAIL E-26 N.T.S. #3/0 BARE—'' C COPPER GROUND SLAB/F0011NG CONDUCTOR TO ON EARTH GROUND SYSTEM d d. a d I G Q'd d a d d C d... ..d 20'-0"MIN. III REBAR PER EXOTHERMIC CONNECTION STRUCTURAL BETWEEN GROUND DWGS. CONDUCTOR AND REBAR (ONE PER EACH PIECE OF REBAR THREE MIN), 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 SPLICING DETAIL N.T.S 1/2"x24" BARE COPPER AIR TERMINAL ;AST BRONZE PARAPET MR TERMINAL BASE AOUNT IR/ STAINLESS STEEL FASTENER COPPER CABLE LOOP /28 ROPE LAY COPPER LIGHTNING PROTECTION CONDUCTOR IoT.S, #28 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 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 E- NLP TYPE LR2 HORIZONTAL CABLE TO GROUND ROD EXOTHERMIC CONNECTION GROUND ROD WffH DOUBLE ©EXOTHERMIC CONNECTIQN E-26i N.T.S. N.T.S. RTG CAST IRON GRATE GROUND WELL COVER J PRECAST CONCRETE W GROUND INSPECTION WELL N GRADE r #19 CONCENTRIC STRAND COPPER GROUND CONDUCTOR TYPE LR2 EXOTHERMIC CONNECTION 3/4"x10' COPPER -CLAD GROUND ROD V GROUND INSPECTION WELL N.T.S. HORIZONTAL END TO END HORIZONTAL TAP TO HORIZONTAL HORIZONTAL PARALLEL TAP ANGULAR CABLE DROP EXOTHERMIC CONNEC1ION RUN EXOTHERMIC CONNECTION EXOTHERMIC CONNECTION TO VERTICAL STEEL SURFACE EXOTHERMIC CONNECTION NLP TYPE LC11 HORIZONTAL. TO HORIZONTAL CABLE CROSS EXOTHERMIC CONNECTION HORIZONTAL LE CROSS EXOTHERMIC CONNECTION N.T.S HORIZONTAL TO HORIZONTAL CABLE HORIZONTAL PARALLEL TAP GROUND PLATE TO DOWNWARD CROSS EXOTHERMIC CONNECTION EXOTHERMIC CONNECTION CABLE TAP & STEEL SURFACE EXOTHERMIC CONNECTION MTYPiCAL EXOTHERMIC CONNECTIONS IQ E-26 N.T.S. ��%i A89=A = lW Caift 8 CrAlndo RR Alyero 427 Centerpointe C1rde, SEdte 1825 Abnmte Spft FL 32701 (407) 332-NO Fax (407) 332-7704 www.odaaeodateaoom CHIIFICATE of AvnnmATroN.mm LEI Zaa o m w w0 H t9 UI I- Q = N O NMM Q U m t0 C) Q Z a L J-rn LLI f- z a cc COOJL) � U N OL Ld _j a `� LLJ Z = U } m .. w moz J Q O Ld u')w� (0 > IL Z w � z V y C F- U LJ O OC O Ci_ L� rn z O rn w w 0 zz © SENT THESE PIANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPERTY OF EDWND & DRITENM A QHfTEM PA AND REPRODUOTON& DIS URES OR USE TTTEOE IN WHOLE DR IN PART IS WRESSLY PRO- HISREO WITHOUT WRITTEN PERMISSION. COMM., NO: 040SO311B DATE: 04 ✓ANDARY, 2005 BY: CAD CH'KD: EAU SHEET NO. 26 ASSOCIA 1- M ) y'o 24" Cutout Data A = IVORY 20 AMP UTILITY DUPLEX - CIRCUIT #1 B = IVORY 20 AMP UTILITY DUPLEX - CIRCUIT /2 C = BLANK VOICE/OATA PLATES *** ORANGE DUST COVER FOR EACH 10 PIN CONNECTOR DESCRIPTION: /8„ Power Compartment One to Four Standard or Isolated Ground Duplex Receptacles ce ata Knockouts For Standard Faceplates GENERAL INFORMATION: 1. 11-1/4" Square Lid Assembly 2. 1/8' Thick Low pPerofile Trim Frame M1t Fl fished FI 3' m5 um n l oar eight 4. Cutout Size Is 10-112' Square 5. Lid Color - Black 6. GGrround Fog Standard 7. Voice/Data - 3 Knockouts for Standard Faceplotes, 8. Grommet Material for 1 Grommeted Port (Field Installed) 9. Interface Plate for 2 Lucent 'M" Series Jacks. (FWd Installed) 10. CaTTtstnll�nH Insert is Field Supplied TYPICAL FLOOR BOX DETAIL ;OUR DUPLEX RECEPTACLES N.T.S. The access floor module connector shall carry brands 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. DESCRIPTION: wommeEaa rmE Interface Plate 24" -15/16" 5-5 8" / Cutout Data wer Compartment ceptace Plate For I Duplex Receptacles iplexes Not Included) interrace date 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 E106951 Cutout Size Is 6-3/8' x 6-3/4' 6. Lid Color -Black, Gray or Brown 7. Receptacle Plate for 2 Duplex Receptacles (Duplexes Not Included) 8. Wring - None, For Field Wre 9. Voice/Dato 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 TYPICAL FLOOR BOX DETAIL `21 TWO DUPLEX RECEPTACLES E-27J N.T.S. 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 slap on Extender Cables. It shall be manufactured from type MC cable and shall be consists of 90 C insulated, /12 AWG, solid cropper conductors and a #12 AWG solid copper ground. All Extender Cables shall be available with single parts to accommodate standard or isolated ground power or a combination of both. Lengths are variable to accommodate project requirements. 6 EXTENDER CABLE E-27 N.T.S. fir'=-__'l DESCRIPTION: The Main Distribution Box (MDB) shall provide power to the Secondary Distribution Boxes (SDB) via Extender Cables. The Home 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 main distribution box 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. ia,«2-t� . 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 Coble 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. BOX (MDB) n SECONDARY DISTRIBUTION BOX (SDB) N.T.S. \J-27J N.T.S. OCI ASSOCiATER M. CavneLOW Elgiveera OMmab - Ft Mars - Wad Pdn Bach - Ft Mysrs 427 Centerpolnte Circle, Suite 1825 ARamode FL 32701 (407) 332-51W Fax: 407) 332-7704 www.ociaaociateacom LLI • se LLJ • • • • .00 11 . • LLJ•< CO • LO CL • .. • UJ •CX • • ■ • �1IrINNNIII1) IPPon 411'� • n11������I'Ill�l������llt. IIIIIIIII��I IIIIIIIIII�I ' � � I o � I � aa� v ti o °o F U I W I W p d I� © SEPr. *04 THESE PUNS AN" THE INMRWION SHOWN HEREIN ARE THE PROPERTY W MND h BMFN . ARWa 15, PA AND RFPROMCDONS. a IJRFS OR USE THEREOF IN Wa OR IN PAVE IS IOIPR65(Y PRO- T HIBREO W I f WRITTEN PERMWON. COMM. NO: 04050311E DATE: 04 ✓UVARY, 2005 BY: CAD CH'KD: ENO SHEET NO. 1-27 ASSOCIATES OF 17 INC. ILI PANEL ERP-1 LOCATION FIRST FLOOR ELECTRICAL ROOM SERVICE RATING 120/206V--30-4W 60A MCA _ MINIMUM BREAKER AIC 22,000 MOUNTING SURFACE LOAD DESCRIPTION BKR KVA CKT NO. KVA BKR LOAD DESCRIPTION TRIP 1POLES OA I OB 0C I OA OB OC TRIP POLES R- RECEP AD-1 20 1 1 0.36 1 1 1121 0.36 20 i R- RECEP CC-8 R- RECEP CC-10 20 1 1 0.36 13141 1 0.36 20 1 R- RECEP CC-5 R- RECEP 66-2 20 1 1 0.36 15161 0.36 20 1 R- RECEP CC R- RECEP M-12 20 1 0.36 1 171810.36 20 1 R- RECEP M-9 R- RECEP M-4 20 1 0.36 1 9 101 1 0.36 20 1 R- RECEP M-10 R- RECEP T-5 20 1 1 0.36 Ill 121 0.36 20 1 R- RECEP T-3 R- RECEP T-7 20 1 0.36 1 13 14 0.36 20 1 R- RECEP T-12 R- RECEP M-2 20 1 1 0.36 15 16 0.36 20 1 R- RECEP TS1 0- POWER TO PCM 20 1 0.50 17 18 0.50 20 1 0- POWER TO PCM 0- POWER TO PCM 20 1 0.50 119 20 0.50 20 1 O- POWER TO PCM 0- POWER TO PCM 20 1 0.50 121 22 0.50 20 1 0- POWER TO PCM 0- POWER TO PCM 20 1 1 0.50 123124 0.50 20 1 0- POWER TO PCM 0- POWER TO PCM 20 1 1 0.50 125126 0.50 20 1 1 0- POWER TO PCM 0- POWER TO PCM 20 1 1 0.50 27128 0.50 20 1 0- POWER TO PCM SPARE 20 1 1 O.DO 29130 0.00 20 1 SPARE SPARE 20 1 1 0.00 311321 0.00 20 1 SPARE SPARE 20 1 0.00 331341 0.00 20 1 SPARE SPARE 20 1 0.00 351361 0.00 20 1 SPARE SPARE 20 1 0.00 37 38 0.00 - 1 SPACE SPACE - 1 0.00 39 40 0.00 - 1 SPACE SPACE - 1 0.00 41 42 0.00 - 1 SPACE TOTALS 2.08 2.08 1.72 2.08 2.08 11.72 LOAD CALCULATIONS: CONN. LOAD - KVA D.F. CALL. DEMAND - KVA LOADS NOT INCLUDED IN CALCULATIONS: LIGHTING 0.00 1.25 0.00 0.00 RECEPTACLES - 1ST 10 KVA &76 1.00 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 QOO SPARE/SPACE 0.00 1.00 0.00 OTHER 6.00 1.00 &00 TOTAL KVA AMPS 11.76 32.64 11.76 32.64 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. KVA BKR LOAD DESCRIPTION TRIP POLES OA 08 0C 0A OB OC TRIP POLES O-POWER TO PCM 20 1 0.50 1 21 0.50 1 20 1 1 0-POWER TO PCM 0-POWER TO PCM 20 1 0.50 3 4 0.50 20 1 O-POWER TO PCM O-POWER TO PCM 20 1 0.50 5 6 0.50 20 1 O-POWER TO PCM O-POWER TO PCM 20 1 0.50 7 8 0.50 20 1 0-POWER TO PCM O-POWER TO PCM 20 1 1 0.50 9 10 0.50 20 1 O-POWER TO PCM 0-POWER TO PCM 20 1 1 0.50 11 12 0.50 20 1 0-POWER TO PCM SPARE 20 1 0.00 1 13 14 0.00 20 1 SPARE SPARE 20 1 1 0.00 115 16 0.36 20 1 R- RECEP RM 404 R- RECEP RM 406 20 1 0.36 17 181 0.36 20 1 R- RECEP RM 409 R- RECEP P-3 20 1 0.36 1 19 201 0.36 20 1 R- RECEP RM 422 R- RECEP RM 409 20 1 1 0.36 21 22 0.36 20 1 R- RECEP PROBATE R- RECEP DV-3 20 1 1 0.36 23 241 0.36 20 1 R- RECEP RM 435 R- RECEP RM 427 20 1 0.36 1 25 261 0.36 20 1 R- RECEP RM 420 R- RECEP 417 20 1 0.36 27 28 0.36 20 1 R- RECEP RM 412 R- RECEP RM 402 20 1 0.36 '29,301 0.36 1 20 1 R- RECEP CLERK OF THE COURT R- RECEP RM 421 20 1 0.36 311321 0.00 1 1 20 1 SPARE SPARE 20 1 1 0.00 331341 0.00 1 1 20 1 1 SPARE SPARE 20 1 0.00 35136 0.00 20 1 ISPARE SPARE 20 1 0.00 37 38 0.00, 20 1 SPARE SPACE aoo 39 40 o.00 SPACE SPACE 0.00 41 42 0.00 SPACE TOTALS 208 1.72 2.08 1.72 '208 2.08 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 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 Q00 OTHER 6.00 1.00 6.00 TOTAL KVA AMPS 11.76 32.64 11.7 32.64 PANEL ERP-2 LOCATION SECOND FLOOR ELECTRICAL ROOM SERVICE 120/206V-30-4W RATING 60A MCB MINIMUM BREAKER AIC 22,000 MOUNTING SURFACE LOAD DESCRIPTION BKR KVA CKT NO- KVA BKR LOAD DESCRIPTION TRIP POLES OA OB OC OA 1 08 OC TRIP JpOLESJ 0-POWER TO PCM 20 1 0.50 112 0.50 1 20 1 1 1 O-POWER TO PCM 0-POWER TO PCM 20 1 0.50 3 4 0150 20 1 1 1 0-POWER TO PCM 0-POWER TO PCM 20 i 0.50 5 6 0.50 20 1 1 O-POWER TO PCM 0-POWER TO PCM 20 1 0.50 7 8 0.50 20 1 0-POWER TO PCM 0-POWER TO PCM 20 1 6.50 9 10 0.50 20 1 0-POWER TO PCM O-POWER TO PCM 20 1 Q50 11 12 0.50 1 20 1 O-POWER TO PCM SPARE 20 1 0.00 13 141 0.00 20 A SPARE SPARE 20 1 MOD 15 16 0.36 20 1 R- RECEP FC-16 R- RECEP FC-15 20 1 0.36 17 18 1 0.36 20 1 R- RECEP FF-10 R- RECEP FC-5 20 1 0.36 19 20 0.36 1 20 1 R- RECEP FC-7 R- RECEP FC-9 20 1 0.36 21 22 0.36 20 1 R- RECEP FC-15 R- RECEPR WORK RM. 20 1 0.36 23 24 0.36 20 1 R- RECEP FC-12 R- RECEP FC-2 20 1 0.36 25 26 0.36 20 1 R- RECEP FF-8 R- RECEP FF-6 20 1 0.36 27 28 0.36 20 1 R- RECEP FF R- RECEP FF-3 20 1 1 29 301 0.36 20 1 R- RECEP AUDIO RM 207 R- RECEP AUDIO RM 202 20 1 0.36 31132 0.00 1 20 1 1 1 SPARE SPARE 20 1 1 0.00 33134 0.00 20 1 SPARE SPARE 20 1 O.OD' 35136 0.00 20 1 1 SPARE SPARE 20 1 0.00 37 38 0.00 1 - 1 SPACE SPACE - 1 0.00 39 40 0.00 - 1 SPACE SPACE - 1 0.00 41 42 0.00 - i SPACE TOTALS I 2DB 1.72 208 1.72 t 2.08 208 LOAD CALCULATIONS: CONN. LOAD - KVA O.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 0.50 0.00 HVAC 0.00 1.001 0.00 MOTORS 0.OD 1.00 0.00 EQUIPMENT 0.00 1.00 0.00 APPLIANCE 0.00 0.75 0.00 SPARE/SPACE 0.00 1.001 0.00 OTHER 6.00 1.001 6.00 TOTAL KVA AMPS 11.76 32.64 1 11.76 32.64 PANEL PANEL ERP-S SERVICE 120/208V-30-4W MINIMUM BREAKER AIC 22,000 LOCATION STREET LEVEL ELECTRM RATING 60A MCB MOUNTING SURFACE LOAD DESCRIPTION BKR KVA CKT. NO KVA BKR LOAD DESCRIPTION TRIP POLES OA OB OC OA 08 0C TRIP POLES R- RECEP. RM. 009 20 1 0.18 1 1 2 0.72 1 20 1 R- RECEP RM. 005 R- RECEP. RM. O11 20 1 0.54 1 3 4 1.08 20 1 R- RECEP. BM. 011 SPACE - 1 0.00 5 6 0.00 - 1 jSPACE SPACE - 1 0.00 7 8 0.00 - 1 I SPACE SPACE - 1 0.00 9 10 0.00 - 1 SPACE SPACE - 1 0.00 Ill 12 0.00 - i SPACE SPACE - 1 0.00 113 14 0.00 - i SPACE SPACE - 1 0.00 1516 0.00 - 1 SPACE SPACE - i 0.00 17 18 0.00 - 1 SPACE SPACE - 1 0.00 19 20 0.00 - 1 SPACE SPACE - 1 0.00 1 2122 0.00 - 1 SPACE: SPACE - 1 1 0.00 23.24. 0.00 - 1 SPACE SPACE - 1 0.00 1 25 261 0.00 - 1 SPACE SPACE 1 0.00 27 281 0.00 - 1 SPACE SPACE a 5 5 ,..:n. , t s��Y.,..�e✓ 11 b k h .. 0 00 Ah';.�^ ��:''� e£'�1;1 29 i 30 �' '!� 6 1 Y' 0.00 I t >, 1 t x� i �i'.eil Y SPACE T" f � r tray r 'Sjsk ifµ e t n f x N t � x a Itt r ; S� I ytb •i.,_,, ° Y ,':: TOTALS 0.18 0.54 0.00 0.72 1.08 10.00� 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 1.001 252 NOTES: RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 HVAC 0.00 1.00 0.00 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 0.00 TOTAL KVA AMPS 252 6.99 252 &99 PANIEL ERP-3 LOCATION- TNIRD FLOOR ELECTRICAL ROOM SERVICE RATING 120/206V-30-0 60A MCB MINIMUM MOUNTING BREAKER AIC 2ZODO SURFACE LOAD DESCRIPTION BKR KVA CKT. NO. KVA BKR LOAD DESCRIPTION IP POLES OA OB OC OA 08 OC TRIP POLES R- RECEP MICROFILM RM. 20 1 1 1 0.36 1 112 0.36 1 120 1 R- RECEP MICROFILM RM. R- RECEP MICROFILM RM. 201 1 0.36 1 314 0.36 1 20 1 1 R- RECEP CLERK CASHIER R- RECEP PUBLIC RENEW I 20 1 1 0.36 516 1 0.36 20 1 R- RECEP CLERK CASHIER R- RECEP CLERK CASHIER 20 1 0.36 1 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 it 12 0.36 20 1 R- RECEP RM 314 R- RECEP RM 309 20 1 0.36 13 14 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 0.50 20 1 0-POWER TO PCM 0-POWER TO PCM 20 i 0.50 19120 0.50 1 20 1 1 0-POWER TO PCM 0-POWER TO PCM 1 20 1 0.50 21122 0.50 20 1 1 1 0-POWER TO PCM O-POWER TO PCM 20 1 0.50 23124 0.50 20 1 1 0-POWER TO PCM O-POWER TO PCM 20 1 0.50 25126 0.50 20 1 0-POWER TO PCM 0-POWER TO PCM 20 i 0.50 27 28 0.50 20 1 0-POWER TO PCM 0-POWER TO PCM 20 1 0.50 29 30 0.00 20 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 3536 0.00 20 1 ISPARE SPARE i 20 1 0.00 37 38 0.00 20 1 1 SPARE SPACE 0.00 39140 0.00 1 ISPACE SPACE 0.00 41142 0.00 SPACE TOTALS ROES 2.O8 222 208 222 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 1.001 0.00 EQUIPMENT moo 1.00 1 0.00 APPLIANCE 0.00 0.751 0.00 SPARE/SPACE 0.00 1.001 0.00 OTHER 7.00 1.00 7.00 TOTAL KVA AMPS 12.40 34.42 12.40 34.42 PANEL PANEL ERP-SV LOCATION ELECTRICAL ROOM THIRD FLOOR SERVICE RATING 120/209V-30-4W 100A MCB MINIMUM BREAKER AIC 22,E MOUNTING __ SURFACE LOAD DESCRIPTION 8KR KVA CKT. NO. KVA 8KR LOAD DESCRIPTION TRIP POLES OA 0B OC 0A OB OC TRIP POLES R- OUTLETS SERVER RM 1 1.50 1121 1.50 1 20 1 R- OUTLETS SERVER RM R- OUTLETS SERVER RM Io 1 1.50 3141 1.50 20 1 R- OUTLETS SERVER RM R- OUTLETS SERVER RM 1 1.50 5 6 1.50 20 1 R- OUTLETS SERVER RM R- OUTLETS SERVER RM 1 1.50 7 8 0.00 20 1 SPARE SPARE 1 0.00 9 10 0.00 20 1 SPARE SPARE 0 1 0.00 11 12 0.00 20 1 SPARE SPARE 0 1 0.00 13 14 0.00 20 1 SPARE SPARE 0 1 0.00 15 16 0.00 20 1 SPARE SPARE 0 1 0.00 1718 0.00 20 1 SPARE SPARE 0 1 0.00 19 20 0.00 20 1 SPARE FARE 0 1 1 0.00 211221 0.00 20 1 SPARE SPARE 0 1 0,00 23124 0.00 20 1 SPARE SPARE 20 1 0.00 125126 0.00 20 1 SPARE SPARE 0 1 0.00 127128 0.00 20 1 SPARE SPARE 0 1 0.00 29 30 0.00 20 1 SPARE SPARE 1 0.00 31 32 0.00 20 1 SPARE SPARE 1 0.00 33 34 0.00 20 1 SPARE SPARE- 1 0.00 35 36 0.00 20 1 SPARE SPARE 1 0. 00 37 38 0.00 20 1 SPARE SPARE t 0.00 39 40 0.00 20 1 SPARE SPARE 2i 1 0.00 41 42 1 0.00 1 20 1 SPARE TOTALS 3.00 1.50 11.50 1.50 1 1.50 1.50 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 10.00 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 M75 0.00 SPARE SPACE 1 0.00 1.00 0.00 OTHER 1 0.00 1.00 0.00 TOTAL KVA AMPS 10.50 29.15 10.25 28.45 PANEL 6 SCALE: w J CL _Z m ) �_� N Q u N O v1MN Q O DD I'0 m V) o QQ'�t Z a _Q I j LLJ mOtlq n < J O N U N IL o a" Li Z L �00 W �OZ J a Cy O w (D > o- Q< W W M a I � 126 �W 1 w 0O 0- Lc it I I' rh °d N i7i LA j " ($ z © SEPT, ''O4 THESE PIPNS AND THE INEORMEION SHOWN HEREIN ME THE PIN)POW OF EDUIND a DWORf.S, MCXNEDM PA AND REPROMUM. DISCLOSURES OR USE THEREOF IN WINNE OR IN PORT IS EPPRESSLY P�- NWE) WIDOW "FEN PERMISSION. COMM. NO: 040503MB DATE: 04 10114RY, 260S BY: CAD CH'KD: END OCI ASSOCL4TER AC.qASSOCIATES SHEET NO. , ConsEi6ngg Engineers Orlando • R Mei ce • WSW Pain Beach • R Were 427 C erponte Cirde, Suite 1825_ AftaynomtsSpry��, FIL 32701 e (407) $32-5110 Fen (4070 332-77042 www.odae8ociates.corn OF 18 44 -------------- I �^ 0-� x i I t FiVt= STOP \\15LlILPIN6 --=--y O orrq+nat ourthouse N� X0 � 1 I�1 � ��- a I ----- - --- 1' I� 4 I�I fen Public defenders s 1 tour onn ,x%lOU3e existing chiiler Plant 1 1JUHOLTZ r Q PROFESSIONAL w a ENGINEERING, INC. z W 110 S. MAGNOLIA AVE., SANFORD, FL 32771 m U" :5 w Ph 407-330-4848 Fx 407-330-4688 a N N o CA 00009600 Brian Buholtz, PE CA 0000057979 Z a a F- a C) w o �OLro) a (V C~J < r' ® H Z LAJ S >- DO .. U W J a �tyo LJ Low= w (o>a- 00 00 IMPO1,TANTNOTE: "A" SEFZIES SHEETS INDICATE BUILDING SHELL INFORMATION. "SP" SERIES SHEETS INDICATE SPACE PLANNING, INTERIOR2 WINDOWS; EXTERIOR AND INTERIOR DOORS. "ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK & FINISHES. SC" SERIES INDICATES SECURITY SHEETS GRAPHIC SCALE ILI W! V 1 III Q �O`I till V Q LL �2 N 05 z ' z :D a LU W � W o W z O N W L HI 0 z ©/�J /L Y-y�T _1Q4THESE PLANS AND THE INFORMATION SHOWN HEREIN ARE THE PROPER Y Of EDLUNO MORE NINRLEY M'LMRUM PA. AND REPRODUCTIONS, DISCLOSURES OR USE THEREOF INYRIDLE OR IN PART IS. EXPRESSLY PRO - HERE!) WRHOUT "JUEN PERMISSION. COMW NO: 040503VB DATE:', 20 OGT 04 BY: TYR CH'KD: BTB SHEET NO. OF SEVEN qq = 1� F UE'iL_.G S'It7EW IA' — pl A TE!� WA' L PLA 1�L LA DSGAPE AR A PLA,UTE� 2% SLOPE ENTF-Y P-OTLJNDA mill 'I'lluilli I LL14 I (TWO STo-Iy) � ?00 0� { v� o UP 1 II j oo i AI o � i FE _, T � ; , Q0 I 1 EL_EVAT012 I II MAIL. T I 1 oaf , DDI I K t� l inergen bottlesO- To�,A6E �� for fire suppressio 002 ter leade DATA / ; ql HIGH TEMP. PHONE I Ei EV, ELEV. .. GLASS W/ PATCH. ! ( 0 DD5 ' HARPWARE6�AND LOE55Y ! ! 73 T IS IL EMI I_ °O J 0 q i I O I\i wall for sound PRoaFiNGN Fz { X— i2 All' S G!JI2E0 STQ42 4 G EEV. E0. T jj D07 OG GAZD METAL -- ACCESS DE I EGToi? PLANT_ GLASS A1, G SEGllRlT rLK i �SWITGHBdP�2D � BULLET-9ESISTAIT. ASS & FRE � T ! ' � Q MOBILE II Q I � STOtzA�E ,,yet O WozK 2 0— i TAFF ( 1 0;2 OIl } _3 I WR OK I WO K 4 .4 0� �� 0 r!K?r= I2ATFD ol0 UI U� ST012A�VAULT 1 - 57 S. F, 00 `HI —LOW EYVG i - j O ITrr rrrrmrrr � I I Flr'Zr F-.ATED ( ( ST042A61E VAULT #i I LFAS SPAG� T { I Cp `{ OI5Ei� 112AL�To I O7 ( I T f PR. PUMP Ri DICo s�r Zacc V RONOS f SYST I ° n ! cI set I 1 I II T i LEV. g TT �i D2D future ° ++ I ° commerical EQUIP. YAP-P STAIr 2 6AVEL �I �I kitchen LEASE SPAG> IILTV, area 0L I Er2A �012 ( ! J ELEV. L.Dt3115 U D22 l I ! 1 T thru wall I hood EXIT exhaust nd m . eup T � , —�� air, ventilator 1 SECURITY (n LEVEL) - SCALE: 1/8"=1'-0" 1 1JUHOLTZ r PROFESSIONAL Y ENGINEERING, INC. Z a ° La Fn 110 S. MAGNOLIA AVE., SANFORD, FL 32771 Fix 407-330-4688 F a N N Ph 407-330-4848 CA 00009600 " � M N Brian Buholtz, PE CA 0000057979 m 000 o z Q d W Q o a to ON Q a g Uj v Q Z J Q rm� D U ce O z 0 a in w = W >� iMhoFTANT NOTE: "A" SERIES SHEETS INDIGATE BUILDING SHELL INFORMATION. SP" SERIES SHEETS INDIGATE SPACE PLANNING, INTERIOR WINPOWS, EXTERIOR AND INTERIOR POORS. "ID" SERIES SHEETS INDIGATE INTERIOR DIMENSIONS, GASEWOPV & FINISHES. "SG" SERIES INDICATES SECURITY SHEETS J Q W N 1-- Q T� o LL Q)i � N zz z7Tt Z 4) a1L LU 1JJ Q J Q UI N U- W O Cf- +Y o IL Ll- N Z O En Uj 0 z Oc /�CT. TI SH THESE PLANS AND THE INMp r iRMATION SHOWN HEREIN ARE tHE PROPEWIOF MUM DRDi IWEY FRCHOECiS. PA AND REAROOUC➢DNS, DI C QSURES OR USE THEREOF IN WHOLE OR IN PART 6 EXPRESSLY PRO- NNDED WITHOUT WIRTiEN PMOS'SION. COMM. NO: 04050',VB DATE: 20 OGT, 04 BY: TKR CHID: BTB GRAPHIC SCALE 4' 0 5' 10' 15' 20' SHEET No. �i 1 /811=1 —oilof SEVEN 6S I- LEVA-7170iv- MAII LOBBY 7 L 0 S T A I11 ), LiF OFE H�-PFNSI'ry FILES FA6A'ZF-r=s I L FILES F107 LL ;LEV 0�' F-711 E L F V. DATA I Elk ---------T H16H LOW �, ' � �I MEN I WOMEN lio 112 1. -- SEGLJP-E FILESJ)FEH Fr'-IGE DEN OFF-16 H125 III f FLJ5LI6 WAITNkS L' WALL --- I ------- T6 ---------- 0 I Ej � nc F- J) (o 4 p L Do 0 ----------- ---------- 44 9 LID 13 L--j cl) SMALL -1 -7- F Y F -1, a 't? pig --------- I I I _ WA ES I d-i I ---- I ---- ------1 1 Ll STAB 2 LJq!S STAFF I, Lli�lS EL E',,/. LOBBY F20 F-1 GOUF-TESY MAILeOxEs FILE -7 II lid `[]2=1 W- 122'! IZ a4 - v E AK- 125 if (FIRST LEVEL) I BUHOLTZ >- Q PROFESSIONAL -j ENGINEERING, INC. z a- Lj 110 S. MAGNOLIA AVE., SANFORD, FL 32771 m w tm: CC D Ph 407-330-4848 Fx 407-330-4688 to <- In IN" 0 CA 00009600 'oj .0 r'o r"o Brian Buholtz, PE CA 0000057979 In wo < "It Z I<n Cc' L3 1 0 F0 a) Lio ul o < CL -j < Z D C) _j -7 0 Cl Lo w -r Ll w > CL 10 En <in 11-01 O LL o WT OjJ .4 u- w 4 LLI w MW C) 0 � 0 CL w IMAFOIZITANT NOTE: "A" SEPES SHEETS INDICATE 51-111-12IN6 SHELL INFOPMATION. "SF" SEPIES SHEETS INP16ATE SPACE PLANNING, INTEP-10P WINDOWS, EXTEPIOP AND INTEPIOP- POOPS. 0 IP" SEPES SHEETS INPICATE INTEI2I0E- I2II,AEHSI0HS, GASEWO;ZK & FINISHES, "SC" SERIES INDICATES SECURITY SHEETS GRAPHIC SCALE 4 1 0 5' 10' 15' 20 1 1/8 11= i '-0" En z 0 rn oz (D AVICT- - Q-4THESE PLANS AND THE INFORMATION SHO� HE ARE THE PMKM OF MUND DRIIEN343 INMILEY WHITECTS. PA. AND REPRODUCTIONS. DISCLOSURES OR USE THE N WAGR OR IN PART IS EXPRESSLY EW- HINTED "OUT WREN PERMISSION. COMM. NO: 040503WB DATE: 20 OCT, 04 BY: TK-R CH'KD: BT5 SHEET NO. S C-3 OF SEVEN SECURIT SCALE: 1 (SECUOND LEV 60LIPTESY MAILBOXES JPWI IJUHOLTZ >- C, PROFESSIONAL Y Wang ENGINEERING, INC. z w MAGNOLIA AVE., SANFORD, FL 32771 Lvi t=:): 1 11 0 S. Ph 407-330-4848 Fx 407-330-4688 V) (11,40 CA 00009600 Lj Brian Buholtz, PE CA 0000057979 z OF a) w o a r� CL o 1�0 Ln m a< Z =F >-m 0 _j a� 0 Z of 0 cl U') LLJ -r w (o > CL U) LtIll, OLMAMAL Ltj N z Zj'T Z =A) w > <lL W=W ;w LL N LL F— uj 0 ck: 0 (L L� V) z 0 Ld IMFO',TAHT NOTE: .1 A' SEPIES SHEETS NPIGATE BUIL-PUS SHELL- . SP p SE121ES SHEETS INPIGATE SPADE PLANNING, INTEPOP WNPOWS, EXTEPOP ANP INTEP-10P POOPS. , IP' SEPIES SHEETS [HP16ATE NTEPIOR PlMEHS10NS, --ASFW0PK- & FINISHES: .1 S64 SEPIES Wk--ATES SE6-UPITY SHEETS 0 -0CM-40-4THESE PLANS AND THE INFORMATON SHOWN HEREIN ARE THE PROPERTY OF MND DRUMM NREY ICIHITEM. P.A. AND PEPPODUC M. DISCA U ES OR USE THEREOF N WHOLE OR IN P4(R 6 EXPRESSLY no- HIBITED WTVOUT WRITTEN PEUMISSX)N, COMM NO 040505V15 DATE: 20 OCT. 04 BY: -rX9 CH'KD: BTB I GRAPHIC SCALE SHEET NO. 4' 0 5' 10' 15' 20' SC4 1/811= i I-oll nF' Sr -vet stand pipe and stairwell BALaGOKJY IlAl UJ I I U F- + C 5 W, E A V_ r STAIP- --Ir _j L ELEVATC5_2 il I I I I 11, LOE5rl 5`1' STOK 3TOfz. 2 PH� ELpV.11 El L­L_H__7_LOS. [�IAT4 Ul SEARCH *Dow r 3074 elec. SEAP-c- Fi0 , -4 PE SE l L�IU �11 FU55L_lc:� AI;,2r--A Li c�AZNIER 12ATA r4TAI�F It _12 El_=14 HIGH CLERK OPEN OFFIC-P7 IV,u 0 AL -ow &4� L L------ wo I S --------- SYSTE SEAIZ6H 0 - IIISUPEP_vlso� HI -DENSITY t A FE TI PATA STOP- CE2HAl AY I ; - ENT�ZY 4PIEP QUEUE 0 TI OF-Flcf E co 10 SEAPGH DIN 6 c-A Lz6ol 1:1 P06ut`AEI`lT GIGUPFLJE5 !,�:j F_Q_ ele� 9EVEW RIEVIEW� F::� I t t I ENTRY �N Ui 0;4co A CA 3�) u I K mc 7 7 =Iq !I _w A E 11( MAIL Li I\/116POFiLm ISOR I OFF16E SUPEP-VISOP El jon. T E SS T IEEE EE2LASS (2) vendl 90012- ro.4 � Al- I�OW -0GT GLASS sys�Ef and F- SUFF0T fl bullei boa UZ=*= 4 SF--w �O -JSYST Ems _5T IL UNISEX U) 0 1 p) I STAFF' \0\ ELEE\6 I ED -�j 11 � L Lr 94==) c) e� I I �� Ll�`SEi X Y IL rnedla files ELEV. LOBB UPS1 _TftWIn DIMM I I i ATI� 7ITF7 11 grease board marker board _j (THIRD LEVEL't I 1/811=11-01, DY TTT^T rrr7 r DunuLiZ C, PROFESSIONAL ENGINEERING, INC. _j z Lj jE V� t: 0 110 S. MAGNOLIA AVE., SANFORD, FL 32771 Ph 407-330-4848 Fx 407-330-4688 a Q0 m CA 00009600 0 Iwo N re) 04 Brian Buholtz, PE CA 0000057979 M In V) coo zo z 4< w to 0 < _j Q Q) < CL z E _j < 0 ix -cc MLi >- Z 0_j 0 In uj = w to > CL MFOPTANT NOTE: "A" SERIES SHEETS IHP16ATE 5IJILPING SHELL INFORMATION. "SF' SERIES SHEETS IHPIGATE SPACE FLANHIH6. IHTE90P WNPOWS, EXTERIOR AHP INTERIOR POORS, 19" SERIES SHEETS INPICATE INTERIOR DIMENSIONS, CASEWORK- & FINISHES. SC' SERIES IHPICATES SE6UPITY SHEETS GRAPHIC SCALE 4' 0 5' 10' 15' 20' ij r1li I U) <i LL LL > o� I-_ W IF 7 -:1,T i�) w vim L1J:w 5; FL ILL 4) lZi N U_ F- LLI 0 Q� 1 0 a. O to w 0: LU THE INHORMAJTON SHOWN HEREIN ME THE NK)HEIM X EMUND URNS, 01W� WHITMS, P.A. AND REPRODUMIONS, DI OR USE THEREOF N �E OR IN PAIR S UPIRMY PRO- HIRRED W11HOUT WRITTEN PERMISSION. I COMM. NO: 040505,V15 DATE: 20 06T, 04 BY: TK_I;? 011*0! I5TB SHEET♦ NO. C f"% OF SEVEN w BUHOLTZ PROFESSIONAL Y p a ENGINEERING, INC. ? ° 110 S. MAGNOLIA AVE., SANFORD, FL 32771 407-330-4688 F a Ph 407-330-4848 Fx CA 00009600 `' C-4 t' l Brian Buholtz, PE CA 0000057979 m o 100 z a Z a porn W o a �0 _ 04 Q N J Qw Z''U >-00 J a O�0Z tnwS W cp > a provide (2)two soffit mop REGESSEP MDTDP-IZ PizD 1EGT10 l ` ,--PEc1, Der=1C>~ 4i FFIGi= alp FFIGF 421 WOF-K AFFA 1 4� LB12EAK 20DM O 4� L� FOP,ITANT NOTE: A" SERIES SHEETS INDICATE BUILDING SHELL INFORMATION. SP" SERIES SHEETS INDICATE SPACE PLANNING, INTERIOR WINDOWS, EXTERIOR AND INTERIOR DOORS. 11ID" SERIES SHEETS INDICATE INTERIOR DIMENSIONS, CASEWORK & FINISHES. "SC° SERIES INDICATES SECURITY SHEETS GRAPHIC SCALE 4' 0 5' 10' 15' 20' UI V Q LL V ZWT Q 1L CD Lt! z Lum L-1Nw U' w O M, dI O 0 z 0 W W a 0 0 z ©yy��c�mT L 5/SG_li SHOWN HER PLANS AND THE IRT" T VDUND SHOWN HEREIN ARE THE PAL AND OF RODU DR. DI GOWR ARC RUSE. PA. AND RINHOLE OR INS. IT IS EXPRESSLY OR USE iHEAED W WHOLE OR IN.PER 5 EBPPESSLY PAD- xiareD. wrtHDDr wRmEw PERMISSION. COMM. NO: 0405O3VB DATE: 20 OCT, 04 BY: TV-R CH'KD: BTB SHEET NO. E PON -6 OF SEVEN 3/4"C TO 6" SQUARE x 4" DEEI NEAREST ADJACENT MOUNTED ABOVE DC CABLE —TRAY "I 1 .L-- ACCESSIBLE CLC —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, FLUSH MTD. VERTICALLY WITH J TOP @ 48" A.F.F. FOR 1/ DOOR 1 STRIKE KEY PAD/PROX CARD READER ' -- TE ACCESS EQUIPMENT MANL AND 1/2" NIPPLE TO HOLLOW METAL DOOR FRAME FOR ELECTRIC STRIKE —FINISHED FLOOR J—BOX R/ TO 'HOLLOW METAL ME, FOR ELECTRIC DOOR D/OR PANIC HARDWARE NATE CONDUIT PER .TURERS INSTALLATION INSTRUCTIONS 3/4"C TO NEAREST ADJACENT CABLE —TRAY 1E 1/2"C TO HOLLOW —CEILING METAL DOOR FRA E FOR DOOR POSITION SWITCH, TERMINATE COND IT PER MANUFACTURER INSTALLATION INSTR CTIONS (TYP. EACH SIDE) 1/2"C TO HOLLOW METAL DOOR FRAME, FOR ELECTRIC DOOR STRIKE AND/OR PANIC TERMINATE COND HARDWARE IT PER MANUFACTURERS INS rALLATION INSTRUCTION (TYP. EACH SIDE) FINISHED FLOOR 6" SQUARE x 4" DEEPIII MOUNTED ABOVE DOG — ACCESSIBLE CLG.II 1/2"C TO DOUBLE GANG BOX, FLUSH MTD. VERTICALLY WITH 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 3/4"C TO NEAREST ADJACENT CABLE -TRAY 6" SQUARE x 4" DEEP J-BOX MOUNTED ABOVE DOOR/ `-- ACCESSIBLE CLG. -CEILING — 1 /2"C TO HOLLOW -It*,` 1 /2"C TO SINGLE GANG BOX, METAL DOOR FRAME FOR PIR LOCATED ON SECURE FOR DOOR POSITION SIDE OF DOOR. SWITCH, TERMINATE CONDUIT PER MANUFACTURER INSTALLATION INSTRUCTIONS 1/2"C TO, DOUBLE GANG BOX, 1/2"C TO 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 1 BUHOLTZ QE PROFESSIONAL ENGINEERING, INC. 110 S. MAGNOLIA AVE., SANFORD, FL 32771 Ph 407-330-4848 Fx 407-330-4688 CA 00009600 Brian Buholtz, PE CA 0000057979 SINGLE DOOR CONFIGURATION DOUBLE DOOR CONFIG 1111%ATION SECURE® —SIDE DOOR CONFIGIJ ; IJILI NIS -�- NTS NTS - -- NOTE: CONDUIT ROUGH -IN SHALL BE INSTALLED FOR EACH DOOR TYPE AS NOTED. SOME DOOR LOCATIONS MAY NOT BE SCHEDULED TO RECEIVE CONTROL DEVICES FOR ALL CONDUITS/B XES AS ILLUSTRATED, THESE CONDUITS/BOXES ARE FOR FUTURE INSTAL OF DOOR CONTROLS. ALL BOXES NOT USED SHALL HAVE S',S. COVER PLATE & HARDWARE INSTALLED. COORDINATE WITH ARCHITECTURAL DOOR SCHEDULIE AND "SC" SERIES DRAWING SHEETS FOR APPLICABLE LOCATIONS AND ADDITIOI AL REQUIREMENTS. v ko ow \No il► D PI D PI . COMPOSITE CABLE (PROVIDED, INSTALLED, AND ` DD TERMINATED TO DOOR SIDE BY AAFP/BEST) TYP G cR GENERAL NOTS w R ES ES S PPLY 1.'LOCATIONS SHOWN FOR NEW EQUIPMENT AND DEVICES ARE DIAGRAMMATIC ONLY AND 4TH LEVEL 0 SHALL BE FIELD LOCATED DUR NG A SITE WALK—THROUGH PRIOR TO INSTALLATION. _ 2.ALL WORK PERFORMED AS N PART OF THIS PROJECT MUST CONFORM TO ALL APPLICABLE ' D PI D PI CODES AND STANDARDS. f W�D(ALDOOR CONTROLLER (PROVIDED INSTALLED, AND RMINATED BOTH SIDES BY SECURITY ONE) TYP. 3. DRAWINGS ARE DIAGRAMMA IC ONLY;. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL MATERIAL AND LABOR NECESSARY FOR THE FULL AND PROPER SYMBOLS © ACCESS CONTROL ® DOOR CONTROL M KEY PAD PIS PANIC BUTTON FIXED DOME CAMERA CEILING MOUNT Q EXTERIOR PARAPET MOUNT PTZ CAMERA O PIR 360 MOTION DETECTOR CEILING MOUNT PIR WALL MOUNTED PIR MOTION DETECTOR C CR OWER ES ES SUPPLY FUNCTIONING OF THE SYSTEM. 3RD LEVEL 4. PROPERLY SLEEVE AND'', FIR STOP ALL NEEDED FIREWALL PENETRATIONS. „i 5. ALL CONDUITS/SLEEVES SH LL BE REAMED AND BUSHED BEFORE PULLING CABLE (SPLIT DC P74mer D PI BUSHINGS ' DD WILL NOT BE ACCEPTED). EcF I C_R 6. ALL WORK ASSOCIATED',WITH THE INSTALLATION OF THE VOICE, DATA, CATV, CCTV, ES ES POW SECURITY, 2ND LEVEL AND ACCESS CONTROL SHALL CONFORM TO THE GROUNDING CODES AND STANDARDS, THE FOLLOWING: BUILDING INDUSTRY CONSULTING SERVICES INTERNATIONAL TELECOMMUNICATION DISTRIBUTION Dd PIR D PI METHODS MANUAL -LATEST DITION 2002 NATIONAL ELECTRICAL C DE DDC IEEE STANDARDS 802.3 R . C COMMUNICATIONS CABLING (PROVIDED, INSTALLED, AND TIA/EIA STANDARDS 568, 569 606, AND 607. ES ES POWER TERMINATED BOTH SIDES BY SECURITY ONE) TYP. PROJECT SPECIFICATIONS 1ST LEVI 7. CONTRACTOR SHALL PROVIDE A SAMPLE OF LABELING, TEST RESULTS, ETC. FOR ALL SYSTEMS DC PIR D PIR FOR ENGINEER/OWNER AP,PRO AL 8.' ALL LABELING MUST BE TYPEWRITTEN. f DDC EADEND R CR 9' THIS IS A "TURNKEY SOLUTION" AND CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE ES7 AND FUNCTIONING SYSTEM. ALL EQUIPMENT, EITHER SHOWN OR NOT, REQUIRED FOR A E5:J STREET LEVEL FUNCTIONING SYSTEM SHALL BE PROVIDED BY THIS CONTRACTOR. , 10, THE ACCESS CONTROL SYSTEM AND THE CCTV SYSTEMS SHALL BE INTEGRATED PER THE SPECIFICATIONS. 11. THE EXISTING PROXIMI�Y EADGE SYSTEM BEING UTILIZED BY THE JUDICIAL SECURITY IS 'EPI-SUITE'. 4N 41 DOOR SECURITY RISER_ mono 1 NTS e IMFOP,TANT NOTE: A I I i oo 400 \ oftI woo i R A" SERIES SHEETS INDICATE BLiILPIH6 SHELL INFORMATION. SP" SERIES SHEETS INDICATE SPACE PLANHN6, IHTEI21012 WINDOWS, EXTERIOFZ AND INTEPIOP- DOOIZS. "Id SEIZIES SHEETS INDICATE INTEIZIOP DIMENSIONS; 6ASEVV0IZK & FINISHES. I, SG" SEtZIES INDICATES SE6UPITY SHEETS I �a Y C) - Z °- w m W t=z)t a 0 011 N OV1 N N m N too 0 Z� I Z ¢ u 0 a) W H Z a a 0 O ELn ¢ a J U (V 4 CL < Z = _j m ¢ O LLJ ty0 W cO 7 CL J Q W U1 O fl U ' Q 1L z�� V Z cll n � QU_ �zv LuIU 1LLL fj> 4 F 0 y= >Y I- C. ) W O tL G_ O N Z O m > W a � N � W O ¢ n o 0 q oz (011II //'L1Q� �/�/�T T �0_47HESE PVJJS AND THE INFORMATION SHOWN HEREIN ARE THE MPEM OF EDLUND MENRAS Blk<t ARCItlTECTS. Rk AND REPRODUCHONS. OISUOSUNES OR USE THEREOF IN WHOLE OR W PAW IS EMMESSLY PRO- HIBITED WITHOUT WRNTEN PERMISSION. CgMM. NO: 04050'5VB DATE: 20 OGT, 04 BY,: TY-k CH'KD: BTB SHEET NO. SEVEN