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HomeMy WebLinkAboutSLC Board of Commissioners 99-058LUC I. I i L I I . c 0 0 TT F3 E F- (777 E N k— k—,I) HI I T E C T A 1--I L_E" FE CV L El GE k M1 4 {V 1 J P W tk p 'c V 1 II, i I I' 'I r 11 1 �r r r r 41 r it 1 IIILI) � LI INDEXTO PKAWING5 CIVIL 1 OF 1 PAVING AND DRAINAGE STRUCTURAL 51 OF 4 FOU6NI ATJ( 5-2 OF-4... i KOOF ' P AMI!,k> P1 AN 5.3 OF 4 D( !"Adl_�.:, 5-4 OF 4 TiCta ARG H rT-EC A-1 OF 12 EXI tir A-2 OF 12 FLO f A•3 OF 12 A-4OF 12 K?Cry tINI:;H HE, x `C;,;0K Et,FVAll 1ONS A-5 OF 12 "r L t:-V 15. RFW-,H DETA! A-6 OF 12 _ INTERIOR ELE, Af' INFT DETAILS A-7OF 12 1 DOOR AND WINJVW _-,CHDETAIL? A-BOF12 DoOk f' i_5 A 9 OF V ,f JN5 A 10 OF "1 ON5 A LL 5ECTIONB A 1� uF ' u. 5FGTION5- MECHANIGAI. M-1 OF ' c yr ., M-2 (11 E F _ .t ; PL U P10 Nt; PIOF3 P-2 OF 3 SJNS LINE STATE PAF.KWAY OF CEMENTED COOUINAENSITY AB SE COMPACTED TO ORANGE AX - u COMPACTED IB• CEMENTED COQUINA BASE COMPACTED 10 9B$ D 70 98[ OF MAXIMUM DE At AASHTO T-180 OF MAXIMUM DENSITY AS PER AASHTO T-180 2 HOLES FOR NO. 5 1Y DZED SUBGRADE (MIN. 75 P.S.I., F.B.V.)li BARS 12" FROM NO. 4 BARS, 18" LONG (2) 8 STABILIZED SUBGRADE (GIN. 75 P.S.L, F.B.V.) OLi P' D TO 98% OF MAXIMUM DENSITY AS PER AASHTO T-180 EACH END EMBEDDED IN PAVEMENT TEMPORARY COMPACTED To 98X OF MAXIMUM DENSITY AS PER AASHTO T—tea A _ A ROAD SEQ110N SECTION TYPICAL ROA I SECTION TYPICAL PARKING LOT SECTION SECTION B" — WHEEL STOP DETAIL I SECTION C_C 7D s" I W ,I 34"R.. 0 PARKING STALL JOINT SEAL 2" R ° PAVEMENT o 00 6 y ° SECTION lam_ A " ° n 4 BASE ^a ° ° AW CUT EXISTING PAVEMENT - A ° e` - 1/2" EMP. JOINT : AND MATCH EXISTING GRADE T a SUBGRADE III I. I ..•h•'-' T TYPICAL PARKING STALLL a I I m �I I I. III ( SAW CUT EXISTING PAVEMENT iv JOINT FILLER) "'^- I AND MATCH EXISTING GRADE C C ('� EXISTING ASPHALT AND WHEEL STOP "D CURB EXISTING BULDINIG CURB TO BE REMOVED � - f GENERAL NOTES __ All paved areas shall meet the requirements of AASHTO Specification , vEsneulE/ : .: '` , FDOT and St. Lucie West Utilities and shall be constructed to the t teal I i' 21 sections as shown on the plans. T The Contractor shall retain the services of an Independent testinglaboratory F 7 F 1: 7 ii I to conduct all required testing and retesting to comply with these ryh EXISTING $ALLY PORT Y j �I( `l �MENT .GPA fklSSpecifications. The Owner shall bear the cost of initial testing and he SAW CUlf Contractor shall correct any deficient work of his own expense. ?P- / � � / AND MATCH EXISTING GffADE I r, A. Asphaltic Concrete: Asphaltic concrete materials and j b/ 'l I I It construction methods shall meet the requirements of FDOT Sections * / � • f.�!. ' I L--11 2" .STEP / 300, 320, 330 and 331 and shall be Type S with a 2" thickness .900 Prime Coats shall meet the requirements of FDOT Sections 300 1 x�,•, / through 300-7 and shall have an application rate of 0.10 gallon per / / I"' 21.71 square yard, unless a variation rate is approved by the Engineer. Asphalt oe shall be placed in two (2) lifts. The first lift shall consist of 1 1/4" of: f ;I/� J II EXISTING PAPKING LOT ' Type S-1(mod). The second lift shall consist of 3/4" Type S-11. _EXISTING 6" PVC WATER MAIN / t \ y 37 n B. Base: The base course shall be 8 inches of compacted Iimeroc EXISTING .. VC�j.RE MAIN ') / 21.87 21.8 �• V for the looproad, residential road and the cul-de-sac as show on the —X NEW SALLY PORT E S LL PO o typical sections on the ions. The base shall N a be compacted to YP P P f i/ F.F.E. 22.00 percent of themaximum - i density as determined i Y e ed b AASHTO T 1 s x �y QONC. SIDEWALK � � C. Subgrade: The subgrade shall be 12 Inches thick for the loop rx / 1 1/2" STEP -DO / residential .road and the cul-de-sac and shall extend six inches beyond, SAW CUT EXISIIII PAVEMENT ! the edge of the base course within the limits shown on the pla 22.37 / D MATH EXIS NG GR DE Subgrade shall be compacted to 98 percent of the maximum d elty as / CONSTRUCT NEW / {� determined by AASHTO T-180. if normal compaction methods d Rot ' TEMPORARY FENCE. 21.87 /� I •.. I�.. •*�,'�,`„. b the Engineer. 9... x �x (BY OTHERS) TO REMAIN meet the required densities, the sub rode shall be stabilized as Mooted I EXISTING FIRE HYDRANT Y g : D. Type D Curb. Concrete type D curb shall meet the requirements of :EXISTING FENCE TO BE FDOT Section 520 and shall be constructed to the typical section as MOVED BY OTHERS I ft // 2.41 2' 35 22.29 EXISTING PAVEMENT shown on the plans. I x II ix \\ �S�P�/ �e�� P?/ fir'— (TYPICAL) E. 8' Concrete Sidewalk: 8' concrete sidewalk shall meet the requirements of FDOT Section 522 and shall be constructed to t e typical section shown on the plans..(•'SOB v�`lea`� 24� 22+00 EXISTING FENCE TO REMAIN x x I 30' - 0Z F 0 Painted Traffic Striping: Painted traffic stripes shall meet the x " \ p" CURB requirements of FDOT Section 710. 6 wide white stripes shall be : q I ..,cam ,... used for the centerline and edge -of -pavement. p . f \ \� Q"• .`?•�j .:; :pp© U* '\ r 21.70 J)O Q. � .. 2.23 G. Stop Sign and Bar: Stop signs and bars shall meet the requirements of NEW i.N�"F i?� 0 NFR"^'�' �� .2��, 0• 22 FOOT Section 700 and the Manual of Uniform Traffic Control Devices �a'>,„ and shall be constructed in the locations as shown on the plans. "D" CURB g H. Clearing and Grubbing: Clearing and grubbing shall meet the \ ` \ •I ' ✓ .6 `� r- ,.•, ' °" y ' requirements of FDOT Section 110 and shall be performed within the x 2278 II limits of the project work. This work shall Include, but is not ' ited x �+. _,•, � ©• i I.; n ,w to, the removal of existing trees, brush stumps, roots and other objectionable material to a depth of 18 inches below the natural\ 6 ACES a ground or design grade, whichever is lower. The areas to be cleared 2,2.' and EXISTING GATE grubbed generally consist of rights of way, utility easement EXISTING FENCE TO REMAIN 10 water management tracts, and portions of the lots as detailed n the x TO REMAIN \ i t)50'X 40p. plans. The Contractor shall confirm with the Owner the removal of x any trees on the lots for possible preservation. All material shall be .2. ryf �}y �rt rr`�x se 1 removed from the site of the project and shall be disposed of i P I �.. MATCH EXISTING accordance with local, regional, State and Federal laws, regulati s 4•,• 1 ) ,y., PAVEMENT ELEVATION and ordinances.. X X X X � I ,�9 ENTRANCE TO There shall be absolute) no clearing and grubbing or placement x EXISTING7NCt TO REMA1 ,.NEW SEE SECTION B-BLY POR Y 9 9 9 P) M 0 or removal of material from within the area designated as Wetland j cS ,) o� Preserve" or their buffers. III ' TEMP Y RQCK ROAD pI _ (SEE STtDN A -A) 22 3A g A s�e T t A " f CS S1ATA�. 'i��'Y "j eve Yr'Y ,1444. ya may, e+rr•� , 15J' r N a twr � r r EL hra a s . a r � r � � r 1 t EXISTING TYPE `I- INLET EL. 21.62 I•. 18" RCP EXISTING TYPE "I" INLET - N L1-1 18" RCP I EXISTING TYPE "C" INLET TOP EL. 21.27 N. INV. 17.80 EXISTING PARKING LOT � f � BENCHMARK TOP OF GRATE EXISTING CATCH BASIN ELEV. = 21.27 —�X _X SALLY PORT PPVING AND DRAINAGE PLAIN DATE: 12-30-98 HORIZ. SCALE: 1"= 20' F`0R VERT. SCALE: JOB No 8967 ST. LUCIE COUNTY CORRECTIONAL FACILITY , a , s i t 5 r` 4 i { t r yaM '- � 0 p" i• Y i 4 � e ...mow I41 I I DioW1TH ONLY 8" OF MASONRY BETAM "CONTINUOUS "U" BLOCK LINTELS BARS. EXTEND TO CONTINUE UNTIL VG EACH END IS ACHIEVED. (MAX. CL 6'-0"). USE 16" DEEP "U" BLOCK BOTTOM, (i) #5 TOP FOR CLEAR OP �-- �p[I " lil ug' !!;',I STRUCTi,.PAi_ ENGINEERS' �4 ark (561) 471 *® 1 z 0. MW - W H � E cC 1I / L) z m Lj 1 b a K 0 K STRUCTUR A:.- FNGINEERS 471 z 0 UJ Ca Z w 1-1, Li Li C:6 z -1, he 7 i rf tODEt AND STAND ARDS, WIND LOADS SECTION AS PER 14067"ot 1"E�$TANDARID I. MAS UNITS SHALL BE ASTM C 96 GRADE N, EDITION, FOR A 110 MPH WIND SPEEOs,11 FQLLOWN ARE THE OCK JRENGTHS REQUIRED 21S 4 0. 1. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THE STANDARD BU14.01NG CODE 1994 EDITION. NET AREA OF INDIM 46� UNO S� BUILDING CODE REQUIREMENTS FOR REINFORCED iCONCRETE (Ad,, 318/A995 MORTAWSHALL,�* TY OR� IN Wi ANCE �0*, ASI 11ilALL `MANUAL OF STANDARD PRACTICE FOR DETAILING RoNkocip CONCRETE SPECIFICATION C270; STRUCTURES (ACI 315/ 1994 EDITION). Ak, GROUT ' AW1 BE A HIGH SLUMP MIX IN ACCORDANCE WITH ASTMSRE MANUAL OF STANDARD PRACTICE FOR WELDING REINFORCING STEEL. INSERTS & CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION. AWS. 01.4/ 1992 AG>f MASONRY BEARING AND SHEAR WALLS SHALL BE IN ED111W, *,;;QUALIFIED ENGINEER AND CONSTRUCTED IN ACCORDANCE NTH REQUIREMENT FOR MASONRY STRUCTURES* (ACI 530/ASCE 5 SPECIFICATION FOR THE DESIGN, FABRICATION & ERECTION OF STRUCTURAL CIFICATIONS FOR MASONRY STRUCTURES" (ACI :STEEL FOR ikkONOS. (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) ASIC EDITIONS. ASD/ 97H `EOITION. PROVIDE HOT DIPPED GALVANIZED TRUSS TYPE HORIZONTAL JOIN $PIECIFICATION'FOR STRUCTURAL CONCRETE FOR BUILDINGS, Acf 301/1996 'REINFOIRCEMENT (MIN. 9 GA.) AT 16" ON CENTER VERTICAL INAL Mfl,& EDITION. WADS P 1PROVIDE DOVE TAIL SLOT ANCHORS AT CONCRETE t" WkVNG CODE ftOVOM6111S AND SP1ECftAT04S,FO# _M4$ONOY 7. PROVIDE CONTROL JOINTS IN MASONRY WALLS AT A SPACN-a 19 STRICTURES (ACt'530, 530.T/ASCE 5, 6/11WS 4OZ $02/ %95 'E0111,001S). ALIGN WITH ARCHITECTURAL CONTROL JOINTS.(TYPtCAL FOR NZWbF F 'qFl��L BEACHC" , 'MMl 3. ARCHITECTVRA(.,AND ORAVAN4&' ; TESL A, 114E $TRUCTLIIRALORAIIIIIIINIGS ARE PART OF r4 WINTRACT DOCUMENTS AND '00 NOT 9Y,tt0AStLWs PROmoE AxL 'K.#0001MATION REQUIRED ALL S U`CTURAL STEEL SHALL BE FABRICATM AND ERECCIUM,10,, A TO �y� i%E PROJECT SUET I AL HIE 6M AAL CONTRA" SHALL TtC AL; MMANII AL AND CM IAT N L WITH THE LATEST AISC CODE. STRUCTURAL STEEL ASTM SPECIFICATION A 36. ASTM SPECI ICAIWA,15-2 Pw Imm CI ELECTRICAL DRAWINGS AND COORDINATE THE INFORMATION CONTAINED FLANGES). ALL STEEL TUBING SHALL 04FORM TO A TM SPL IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS TO PROPERLY GRADE 8 (FY-46 KSI). ALL STEEL PIPE SHALL CONSTRUCT THE PROJECT, A501, ALL STEEL TO HAVE A SHOP GOO T OF PAINT ON ALL STEEL TO RECEIVE SPRAY1 0, ON FIRffPR C B, REFER 10 OR ELECTRICAL DRAWINGS FOR ENCASEMENT. ALL MILL CAMBER, TO qKr'' *01!rMn itP, DUR ADOITIONAL' W%ESSOK-IFINISHES, INSERTS, BOLTS FABRICATION AND ERECTION. STEEL StAOISANS IN PAR EL ' a SETTINGS, ORAINS,.REGLETS. ETC, BAR JOISTS MUST HAVE CAMBER EWAL rO OAR a C. BEFORE ORDERING ANY MATERIALS OR DMO ANY WORK, SHOP AND FIELD WELDING SHALL BE PERFORMED -1 - By TR CONACIOk SSA" WJWY ALL MEA$U NIS TO Pqo"y SIZE OR FIT TWE *61W OA CHARM�bft SjkTM'WU BE ALLOWED, 'DESCRIBED IN "AMERICAN WELDING SOCIETYS PROCEDURE" (AWS D1.1), TO PERFORM P(E ST TYPE V Vy At:ToWs MuAs To Coi By THE OWNER �LRES(XTk*o 0*4 THE '6*4* fty 'WITH THIS REQL*K%19NT 5. ALL CONNEC BE BOLTED V47H 3/4- DIAMETER.' A426 *0 STRENG Ill " *ELow (wass SHOWN oTHE* , IIwc sE D. DiSUTPANICIES'SHALL 'BE BROVWT T01HE ATTENVOWOF,' IK DRAWING ARCHITECT AND ENCINIEEP'W-ORIE PROCEEDING NTH ANY )NOOK., ALL $4ft,­­ !,RQOS SHALL BE E701CX ELECTRODES. y FOUNDATION 51 SHow 43 wj�cw HEADED Cis'` a -,STUD TYPE, ASV'A/10% GRADE I I A J�O* Wok IS To 1. ALL SITE PREPARATION AND EXCAVATION ED'IN STRICT BerPW6RW' 11020, I Co JU fmow.0 *41 ��CAft* S ',q DIgIENSIONS COMPLYING W1,1 ACCORDANCE WITH THE RECOMMENDATIONS ON' SOILS AND FOUWA TIQNS INVESTIGATION PREPARED BY AN APPROVED TESTING LOOkAVRYi PRIOR TO FOIJNQATION WORK. w, 2. 'THE BU*.DING SIBHOULO( BE EXCAVA76 TO THE DEPTH A#D WENT PROVIDE ALL SUPPi4fik!G STEEL NOT INDICATED ON PtAWA's' Mwtoft INDICATED IN THE SONSlOt"T. 4L SIJSOPAI*S� SHALL fi�' APMOIA-70 IN THE INSTALLATION OF MECHANICAL EQUIPMENT AND MATERIALS, NCLUDI WRITING BY THE SOLS'ENOINEE R PRIOR 1.0 SA601"G. CHANNELS, BEAMS, HANGERS, E C. 0 0 NOT SUPPORT, WPM FROM METAL DECKING. 3. BOTTOM OF FOOTINGS ASSUMED, TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 2,ODO PSF. StS )6 4. SOILS SUPPORTING ALL FOOTINGS MUST BE INSPECTED AND APPROVED BY A HAVE A SHOP COAT OF RUST *AO MIVE so" REO!ItTERED SOILS ENGINEER BEFORE COMMENCING WORK. APPROVAL IN VRITING MUST INDICATE THE SOIL IS ADEQUATE TO SAFELY SUSTAIN SPECtFtD �SOIL BEARING PRESSURE. FABRICATOR SHALL HAVE A SPEC? rATE TY: -XI A OF FLORIDA SIGN AND SEAL ALL, VEL T 5. TCP.,OF ALL EXTERIOR FOOTINGS SHALL BE MINIMUM V-0" FEET BELOW EXTERIOR. SHOP DRAWINGS SHALL CONTAIN A FINISH GRADE. JOISTS CAN SAFELY RESIST THE WIND 00LIPT FORCES AS, ok > 6. EXCAVATION & BACKFILL: 5., STEEL JOISTS 4 SHALL BE DESIGNED, FAM :ATED AND A� ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND REQUIREMENTS OF THE SPECIFICATIONS1l ' THE STEEL Ir IN TnI TE DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST SERIES K JOISTS. MANUFACTURER SHALL BE A MEMBER OF TH S%e :L ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES AVILITIM INSTITUTE. PROVIDE BRIDGING IN ACCORDANCE WITH SJI STAND R1, RCK J1 PIPING, ETC. NOTED, OTHERWISE ON THE DRAWINGS. 8, PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT c JOISTTO BE DESIGNED FOR ROOF MOUNTED AND L DWGS FOR L OCATIO0.1, EQUIP ME SIZE A ZE OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES. C. BACKFILL IN HORIZONTAL LAYERS, MAXIMUM OF 12' THICK LAYERS AND COMPACT TO A MINIMUM OF 98% MAXIMUM PROCTOR DENSITY. PLACE BE 06* 141i LL I ­�l E BACKFILL SYMMETRICALLY, TAKING CARE TO PREVENT ANY ECCENTRIC,� SHOWN R F PLAN AS MANUFACTURED BY UN I Ck, IN LOADING OR WEDGING ACTION AGAINST WALLS OR BUILDINGS. APPROVED EQUAL, MANUFACTURER SHALL BE A MEMBER OF TH STEEL INSTITUTE. ROOF DECK MUST COMPLY WITH STEEL DECK INST11 TE STA 7. CENTERLINE OF FOOTINGS: SHALL COINCIDE WITH CENTERLINE OF COLUMNS ALL ROOF DECK SHALL BE CONTINUOUS OVER A MINIMUM OF E S UNLESS OTHERWISE NOTED ON DRAWINGS. 1-1/2- METAL ROOF DECK IS TO BE ATTACHED TO STRUCTURAL STEEL DIMENSIONS: ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL WITH 5/8" DIAMETER PUDDLE WELDS (MINIMUM OF 4 WELDS PER SHEET 'DRAWINGS MUST BE VERIFIED AND COORDINATED WITH THE ARCHITECTURAL JOIST). SIDE JOINTS SHALL BE FASTENED TOGETHER WITH F DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING WITH THE "SCREWS AT MID SPAN BETWEEN SUPPORTS (MINIMUM OF CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE MCATEPIOTHERWSE ON THE DRAWINGS } :,ARCHITECT OR ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. SEE SCHEDULE CONCRETE: 1. CONCRETE "ALLBS I ALL CONCR *ADY MIX, HAVE A MINIMUM'COMPRESSIVE STRENGTI4 OF 3000, PSI 0 28 'DAYS AND HAVE A MINIMUM OF 517 LBS. OF CEMENT PER CUBIC YARD. $LUMPS SHALL BE 4 MINIMUM AND 6 MAXIMUM. CONCRETE SHALL HAVE 1/2" PERCENT AIR ENTRAINMENT. JOBSITE WATER SHALL NOT BE ADDED.' 2. WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE. ACI "DING CODE (ACI 318/ 1995 EDITION), THE ACI DETAILING MANUAL (ACI 'IIO/104' EDITION), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR - BUILDINGS (ACI 301/ 1996 EDITION), 0,j SEE PLA4:11 PRIOR 3,, SUBMIT ALL REINFORCING STEEL SHOP DRAWINGS IM, APPIWVAL TO ANY to� SLAV�11 FABRICATION. 4. CONCRETE COVER,FOR REINFORCING STEEL SHALL &-AS. OEOAWI� BY THE 19 ACI 9KC41FICATIOI "Ei rl SHALL COMPLY WITH ASTM -A Ift UNLESS OTHERWISE,' 5. VIIELDEp, WIRE FABRIC. I SPECIOED, PLACE, _WC,,;* CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE AND, su"'COT ON SLABabj�STERS SPACED AT S-O" D.C. SEE SCHEDULE FOR 'll BE MANUFACTURED FROM HIGH STRENGTH FOOTING SIZE & �j *tLVM* TO ASTM DESIGNATION A 615 GRADE 60. REINFORCING ON' 7, 1APALIL SARS:~4,:44 DIAMETERS,UNILESS,OTHERWISE NOTED "DENOTED DgAwwas..l to,, ALL 100'ik; MINI" �(W "t i" D) (VNLESj PTHERWSE NOTE TS_ (THICKENED SLAB) ON PLAN JYP1 AL INTE 1OR WALL, F0071NI( A. AT CORNERS OF CONCRETE WALLS, 6044S' Coomo.161 WALL FOOTINGS, PROVIDE MATCHING HORIZONTAL BARS X +Ot BENT BAR, FOR ... (NON —BEARING) NL*-S' �l 1 .1 1 1 EAC�H, HORIZONTAL BAR SCHEDULED AT EACH FACE B. Atj- HOOKS SHOWN IN REINFORCEMENT_ SHAjL,BE,A6 '*COMMENDED HOOKS UNLV% OTHERWISE NOTED.r CONTRACTOR SHALL INCLUDE IN HIS BASE 616 THE C' IT,Of 1,000 JS!S. OF ADDITIONAL REINFORCING STEEL, INCLUDING BENDING, L FURNISHING AND PLACING. THIS EXTRA STOCK SHALL BE FURNISHED � AND, USED FOR SPECIAL CONDITIONS AS DIRECTED BY THE ARCHITECT, THE ARCHITECT'S AGENT OR BY THE OWNER'S CONSTRUCTION SUPERASCR,."- THE PRICE OF THE UNUSED EXTRA STOCK SHALL BE CREDITED t6lIHE, OWNER'S ACCOUNT N A 9. CONCRETE LINTELS:'- rp MINIM LINTELS TO HAVE 8 LIM BEARING AT END. 't& PREWT, LINTEL MATCHING WALL THICKNESS SUCH AS THOSE PRODUCED 04, LINTEL TO BE GROUTED SOLID W/(I) #5 BAR MIN. SHOP DRANK `SUBMITTED 'TO INSTAUXTM T KI- L) E ' �NE X 12 METAL (TYPICArL"'SCHEDULE DESIGN LOAD El� (ALL LOADS SHOWN ARE IN PO( w (PICAL E: CONTROL JOIN SHALL CREAJ,.l I[MAXIMUM) M3-ON-G ONSTRUCTION JOINTS STRUCTURAL ENGINEERS fj Tf j 11-56-043 ,j w I.Y z ULJ L L C) ou < Li cvj z ­ f. Z. 0 7-, CD 1 M� , a , rn 9 '. R '. I rt" 4 .. -,- Y el] l ^fM,,%� �x ry, _ 1 h' ` „ �i' x �y p. n i a r ,, + .f,,Y I x „ . ' �T.a „' ^ ! WAL1 ' i 1 I 1 'l I-_ s -x F 1 � i ` ,=*"*-- s : t I yV " _ -C < .r t%. s' ,, a, EiRG P#. i 2"X fxM ox' LOW FIRS Z4 r' � .. W/ (2) 1 �.. r i� +tic .#' v :j w�y{�. A& ARD T f W I i! , .Aa, �. . �,' , 6 fn ! „� EXISTING . '_., r ,I , I STL JST }T ' 4 JST '8(RG• .. ALA �, I TO M1kUK' �TfMSTOW) ,. I A y' j i : r' a i - .A. ( q ,I »I�����r. {F 4% yp�pYW14 .. L 4 � X'� L }t MVns �•. ' � `, W/ 12 * M8. • EXP BtSL ANa MIN S y EMBEDM'i �...:�` , i.I._ . 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SINGLE 3'-0" 71-0" 2" 6G-1 51-1-3 NO NO 5 006 VESTIBULE INT. NO A 5.H.M. SINGLE 3'-0" 7'-0" 2" 5G-1 51-1-2 N NO BOTH 6 007 NURSE INT. NO B S.H.M. SINGLE 3'-0" 7'-0" 2" 5G-1 5H-3 NC NO 7 009 VESTIBULE EXT. YES A S.H.M. SINGLE 3'-O" 7'-0" 2" 5G-1 51-1-2 NC NO BOTH 8 010 CLA551FICATION INT. NO B 5.H.M. SINGLE 3'-D" 7'-0" 2" SG-i 51-1-3 NC NO 9 O11 CLASSIFICATION INT. NO B 5.H.M. SINGLE 3'-0" 7'-0" 2" 5G-1 5H-3 NC NO 10 012 PIPE CHASE EXT. NO F 1 2'-8" 3'-0" 7 GA. P 1 NC NO 11 013A 5ALLYPORT EXT. YES D S.H.M. SINGLE 3'-0" 7'-0" 2" SH-#' YE3 YES BOTH 12 0138 5ALLYPORT EXT. YES D 5.H.M. SINGLE 3'-0" 7'-0" 2" SH tj , YE3 YES BOTH 13 MC 5ALLYPORT EXT. E 1 10' - 0" 0- 111/2' 2" NC NO 14 0131) 5ALLYPORT EXT, E 1 10' - 0" 3' -11 1/2' 2" NC NO 15 013E 5ALLYPORT EXT. E 1 10' - 0" 3' -11 1/2' 2" NO NO 16 013F 5ALLYPORT EXT. E 1 10' - 0" 3' -11 1/2' 2" NO NO 17 014 PIPE CHASE EXT. NO G 1 1' 4" 3'-0" 7 GAI, P-1 NO NO 18 146 PIPE CHASE INT. YES C 1 2' 8" t 8'-0" NO NO 19 W-1 BOOKING SUPER./ CLAS5IFICATION INT. NO 5.H.M. 4 6'-0" 4'-0" 5G-1 20 W-2 NURSE INT. NO S.H.M. 1 4' 5G 1 21 W-3 BOOKING/ CLASSIFICATION INT. NO S.H.M. 7 5'-4" 4'-10" 5G-1 �f 2" 1" 3" 6" 2" 7 50' 6" 2" 1" 3" -2X8' -TKEATE 2" SECURITY 5PLA5H H. M. FR GROUT° E I / 1 I L V t SCALE:: 3" = 1' o[ CREATIVE INDU5TR p NO. 8-0 TALK THRU EACH REQUIRED 1 44( 1 {' R z o zz . w <� w Lu ' eJ\ O lL1 w ��s) Q U o W U V I ZU> N Lu o 'n N ("­5HEE1 -'-� NUM5ER R-7 OF �1_2 0 - N E aJ 21/8" 51/2" MA.._, 75/8' DoR oPERATo. -,JAM 5 - HEAD 5 (M f D001Z5 003, 004, 007, 010 AND 011 � M1H MD - HEAD 51MIL Nr a .i `?7 5/8„ 2 1/8T 6 t/2 w62 11 � SECURITY GLAS— k., ga ? 4t 4fr_ Ih _ ey t �g SECUY GLAS ` 1 RIT H. M, FRAD GROUT 50 EXISTING WALL H. M. FRAME - GROUT 50LV (TYPICAL) H. M. FRAME - GROUT 501-0 (TYPICAL) ..4 H. M. FRAME GROUT 50LIP (TYPICAL) 119, 11 --7 RL L O ": O U 6) ZZ W • AL rJ\ O 0U o W U Q Q Z_k U �^ �)z L r1 W�z M /SHEET) NUMBER A-6 OF �12,! ^•, 2 X 6 P.T. WOOD PLATE a { 1,. I I ra ^k r I O ) �. O O O I f III,_ L _ 0 I' I 1. 1 ` II _ o I � 1 \ I' o f I h O i { f I f ` I f i 1 o f O C SINGLE -PLY ROOFING 2" MINIMUM LIGHTWEIGHT CON OVER INSULATION BOARD — N-BLOCK. BEAMS - SEE STRUCTURAL —� 3/4" CEMENT PLASTER CEILING ON 3/8" RIB WIRE LATH •*t x --ram-- -- -- 115" BENT STEEL PLATE HEAD`' AND JAMBS WITH ANCHORS TO BLOCK AT 2' 0" O.C. m O- O_ On II 1 a. yo 0 0 0 41, N' ` ^^ t 6" CONCRETE FLOOR SLAB I • •. Y J4(I d�A1 1 { li \ \ O SCALE: V = V - 0" 2 X 6 P.T. WOOD PLATE I C�J O 5EGT10N 4-4 O LL L: O U < W ZZ a uO nWh dj Ov of U w Q) (S _ 11 \ < oz W z U J C) w z ww =v < 0 zoo ovi �w <W� �vLu s�z o � QUO w zzv o SHEET NUM13ER A-9 OF f • fi Tom? } 1 4� Ir Q 1 1 1 • 'r , 1 { � 1 1 kwc r a, r¢\:. , 1. i>•X' ate id^ r - 7 �; � EXP m , a , I, —: V V V 11 V YY {}`0fO ' O / O O 4G 1 �. .. .. •i t' i 4 r 10 ' I Y 1 I f rY yry TION S E T T 10 N 5- 5CALE: 1" 1= ' -- REMOVE EXI5TING MASONRY A5 REQUIRED FOR INSTALLATION OF CEILING, LIGHTING, A4 C, DUCTS, ETC. .I',. 4 1 5 1 t v. 1 I[ 1 I k r< z 1 r x' 5ECTION 6 - 6 SCALE: V V 0" 4" CONCRETE PLOOR Z IN O �000 O o 0 o a� 0 0 0 o a o \ n\ n\ n\ n\ n\ n ION 7 — 7 5CALE: V — V - us 0 w�, <uli w Lij d � �x �w pv O w � < Z ll,Q� Nn 11 � < W z _� l9 Ow UJ N W 7 w W �z�)z z OO o v W � O � 'QUO i t_U zzv � U VJ 1�5HEET\ NUMBER A-10 OF 5 X 8 X lro CONC. BLOCK IN HALF RUNNING BOND ALL CELLS FILLED W1 CONIC. :4S 5/6' 5TUCCO 4— M', EXPAND -0-FLASH STYLE EJ STYLE EJ SINGLE -FLY ROOFING TC 2" MINIMUM LIGHTWEIGHT CONCRETE LIGHTWEIGHT EI H OVER INSULATION BOARD 0 A 'D I V7 V J 'Lly VY AY )L-,'V 1 71'­ f N I . . . . . . . . . . . . . . . . . . . ACC U5TIC CEILIIIN G —J O O O 4" C0WMIETElFUh*­9LAa FT I F7 -- 14 4c" I o - 6 - '6 - I 3A 4 5INGLE-FLY ROOFING 2" MINIMUM LIGHTWEIGHT CONCRETE OVER INSULATION BOARD f EX15TING 4s, 5: DRYWALL CEILING AC ousm z VYI 41 -7 !7T 7 7 II CONCR TE FLOOR SLAB NEW 4"I6" FLOOR SLAB t k F"es ri.* -j C) C) EXISTING FLOOR 5LA6- 4 t t X., I , 5CALE: 1' (LING 46- < LL Lu < zz Lij LL C) C) Lu C) u < 0, < LLJ (\j ww < zoo < C C) < U Lu C� Lu < (s) 5H E ET NUMll R A - OF "U,1. 10 SCALE 1" 1 10 SCALE: P:- 1" 11 C)" uz O LL < az 0 LL QU j � C) � <C (S) LU Llj;)- ir— (S) ;5 Lo 'SHEET' NUMBER A-12 0 F 12 MECHANICAL LEGEND —,ur, SYMBOL ABBREVIATION DESCRIPTION DUCTWORK r' SUPPLY DUCT RISER RETURN DUCT RISER k L'�4S pt FZ EXHAUST DUCT RISER X SUPPLY DUCT DOWN i RETURN DUCT DOWN EXHAUST DUCT DOWN r DUCT CONTINUES L _ _ B.D.Ok BACKDRAFT DAMPER L _ _ M.V.D. MANUAL VOLUME DAMPERS,+» , - F.D. NEW FIRE DAMPER - EX. F.D. EXISTING FIRE DAMPER A.P. DUCT ACCESS PANEL j of DUCT RISE OR DROP IN DIRECTION OF FLOW t SQUARE TO ROUND DUCT TRANSITION VAV BOX' w SINGLE LINE DUCTWORK " CONICAL OR BELL MOUTH TAP W/MVD MVD HAS REMOTE CONTROL IN RIGID CEILING FLEXIBLE DUCT' , 1, - ` SUPPLY OUTLET (SEE AIR DEVICE SCHEDULE) RETURN INLET (SEE AIR DEVICE SCHEDULE) EXHAUST INLET (SEE AIR DEVICE SCHEDULE) ERMOSTAT (G=T-STAT GUARD) e �A 290 N c� N x N d N x RTU MTr— C ,)75 COORDiNVE ROUTING OF DUC THROUGH EXISTING WALL WTH ?; ARCHITECTURAL AND STRUCTL ,DRAWINGS (TYP. AT 2 LOCATIi Ox10 UP I XHAUST F EXHA ON R ,�SgpY �•�• . �. �. �n '�1,7 �xyx'C �VS.R .,7n�{i � '�' '*^'",��, , `ham, eb'€ ds { 1 a'3 ti ` r' ud s 1� ° $ ia:"Ae, vh a `afi'i ^ y✓.w,�tna rw a * a Asr cdz24., `; 9,,h6V CU o b co Ilk O n r m W co •o co a Oa°' M,0b ai�o.�• t� op. i mx,, ��N in N Lo rn rn I 04 N I 0 5 o w i Z a Q Q U� t� V W_ M M cc a W a- m 0 F 00 cp U CD 0 CD CD U W ~ < mU in W o� � cn cl) N r w 'zI OzV O o CD, _ Q CK F— � o z � U Q�v 86 zL,-J o z U U U � 0 � Cn SHEET NUMBER !, m-1 OF 3 _� } k .j y4s r RA i RETURN AIR FAN ENABLE HUMIDITY FIRE ALARM STATUS DISABLE SENSOR AI HTE SHUTDOWN DI DO RELAY AND SMOKE DETECTOR CIRCUIT WIRING (BY DIV. 16) ELECTRICCOOLING TTTE HEATING FILTER COIL COIL EXISTING CO B ROOFTOP AIR HANDLING UNIT SECTION" -2 SCAs, 1-0 0-- NEW CONTROL WIRING CONDUIT CAP FOR FUTURE ROUTING OF CONTROL WIRING 10 EXISTING EQUIPMENT (TYPICAL OF 2) +� I x$ DEF CONDENSATE DRAIN ROUTE ON ROOF TO NEAREST ROOF DRAIN RTU `� `' TERMINAL EQUIPMENT CONTROLLER SEE Al y CONTROL DWG ON THIS SHEETg x ® EF F} aw=> BOOK W ti B U o b 0 r•w rn 1� A �A` ^W r �W�yyy .r LTa W co m 0cv m,cb� � � •o s � C I cn M � m m O w X Q W Q� as 0 0 Z � 0 a�Sn 0 0 U W �R V Ua w' � M a W E- x m 06 ii �/�^ c H 00 DUCD U wCD cl)� Q z � mU N M m zo W:3 F•- a s c'A N w z O z O o O w <c �oz o � z _w � U O CD U � � Q SHEET NUMBER M-2 OF 3 U S DUCTWORK a nA TI3x3x5/16 »,1 " 6x4x5/16 NOTE: ALL WELDED CONSTRUCTION MOTOR SHEAVE ON BELT PROVIDE SOLID STATE SPEED DRIVE UNITS „ CONTROL WITH DIRECT DRIVE FAN MOTOR & DRIVE OUT OF AIR STREAM Air -t MOTOR DOME U.L. APPROVED RUBBER ISOLATOR DISCONNECT SWITCH ALL ALUMINUM WHEEL — -.�.UNDER HOOD•( ,- HUB & HOUSING ((j -- MOTOR VENTILATION DISCHARGE DOME W/ / OPENING BIRDSCREEN {� / STATIC PRESSURE ' PROBE 1/8- DIA. TUBE PRE-FAB ALUM. ROOF RUBBER GASKET BETWEEN CURB W/2" RIGID INSULATION AND CURB &FAN HOUSING BUILT-IN CANT ANCHOR FAN TO CURB - (PROVIDE RAISED CANT AS REQ'D) SEAL ALL CURB PENETRATIONS SET CURB IN ROOFING RUN FLASHING UP CEMENT AND FASTEN TO ' UNDER FAN BASE �.' ROOF DECK. BACKDRAFT DAMPER � ROOF STRUCTURE - SEE ARCH. & EXHAUST AIR DUCT ---^- 00, STRUCTURAL ( I PLANS FOR DETAILS i 3 EXHAUST FAN DETAIL M-3 NOT TO SCALE i i J 4 M v V ky L e 1 x � q � Fi I It u y' a 4t,til r AIR DISTRIBUTION SCH PLAN + fi'"+ DESCRIPTION �'; MATERIAL FINISH MARK C) 24x24 FACE, SUPPLY DIFFUSER ALUM WHITE C) 12x12 FACE, SUPPLY SECURITY DIFFUSER ALUM WHITE CO 24x24 RETURN & EXHAUST GRILLE ALUM WHITE C) 40x24 SMOKE EXHAUST GRILLE ALUM WHITE - MANUFACTURER MODEL NO.:x TITUS TMS_AA TITUS SG-TDC-AA E TITUS 50F TITUS 50F 1. PROVIDE COMPLETE WITH REAR ANGLE FRAME AND TAMPER PROOF FASTENERS. 2. PROVIDE LAY -IN FRAME FOR INSTALLATION IN AN ACOUSTICAL TILE CEILING. 1. FAINT ALL DUCTWORK VISIBLE THROUGH GRILLE MATTE BLA 2. CFM ,BpHIEDLI-P A C D CFM SCHEIDIA E B r a. E::ZFM RANGE NECK SIZE CFM RANGE NECK SIZE CFM RANGE NECK SIZE CFM RANGE NE 200 8"0 500 - 625 14"0 25 - 50 4"0 1 - 350 H- 100 626 - 710 15"0 51 - 140 6"0 1 - 499 12"0 141 - 210 8 0 NOTE:: UTILIZE NECK SIZE ABOVE ONLY IF NOT INDICATED ON PLANS. (t HANG FROM STRUCTURE ABOVE. 10P CHORD OF JOIST ,I �2 �. PROVIDE FULL PERIMETER SUPPORT ON OUTSIDE 0P INSULATION OF ALL ROUND DUCTWORK. �3 SUPPORT RIGID DUCTWORK ON EACH SIDE OF FLE' CONNECTION. I ® MINIMUM 1.5 TIMES THE DIAMETER FOR ALL ELBOWS: �5 2 INCH BATT INSULATION OVERLAPPING EDGES OF CEILING DIFFUSERS BY 2 INCHES. © DRAW -TIGHT OR SCREW TIGHT BANDS OF NON -CORROSIVE MATERIALS TO ATTACH INNER LINER OFF Dq y TO RIGID DUCTWORK. < �. 7RECTANGUIAR TO ROUND TRANSIn ON s -_... . .. I, s © INSULATED RIGID ROUND DUCTWORK. L EXHAUST FAN SCHEDULE MARKI EF-BOOK I Ef-M MANUFACTURER G_REENHECK___ G_REENHECK __ MODEL __ G-85 CUBE-160-7 FAN p SERVES BOOKING SMOKE EXHAUST FOR BOOKING AIR FLOW�CFM� 325 2240 STATIC PRESS. IN. WG. 0.125 0.75 DRIVEJTYPE FAN TIP SPEED_ DIRECT / CENT. BELT / CENT. _ 4961 H.P._/RPM _3701 1/30 / 1300 3/4 / 1140 VOLTS PH 115V/1PH 460V/3PH T i11 OPERATING WEIGHT �LRS 23 65 ACCESSORIES 1 se 2 1 NOTES MARK MANUFACTURER MODEL FAN TOTAL AIR FLOW (CFM ___-_—_...--._-------- OUTSIDE AIR FLOW (CF EXT. S.P. IN, WG. DRIVE/TYPE,,,'!, H.P./RPM VOLTS/0 COOLNG OOL ENT. AIR TEMP._ (DB/V LVG° TE AIR MP. (DB/N SENS. CAPACITY (MBH TOTAL CAPACITY (MBI- FACE AREA (SQ. FT.) ROWS/FINS PER INCH B.ECYM HEATHO OOL NUMBER OF STAGES TOTAL KW OF FANS TEA ELECTRICAL A.-/_.M.O.C.P. 7S /0 CESSORI SIZE (IN)yark111'" QUANTITY ma' T"PE A«EBSoFIES 1• PROVIDE SINGLE POWER. BOOKING TRANE TCD074 2535 ------------ 400 1.0 _ ELT/CENT. 1/1725 460/3 55.4 68.6 7.88 3/15 0 m m THROWAWAY U o b m .a U.. W rn 0 o wo r 0 Q Coe Oar i-4 u b 0)�0v V-4� O 0L j M r, �,o:'' i!] to F g i a 1 c*1 GR Q Lj w LjLn C• )ft LZ d W 0- 0 m 06 fA 00 i-- O U CD O W U Q Z e<1 m_ - N M m �< z y� W N� P Q 0 a N oz C t �\ o c W / c �— Qf_ z `CD v [=D Q � J z0� Q J V / SHEET NUMBER M-3 OF -_3 ...... *' -'p -"'%" �' t.- , , � V 1, . , - .,- , "-"�" !r 4 -.-, ' I '� - 11 � 'ql�' �111. ':�' "�'lll �' . I ��. %'- j-, ��' , ,�"'.�4" I , -"' , " � - -'�' � I , '�';'?''.' . , I , I �- " ' ' -, , " � , � " - .�" , ' 4, .: �:", '� � '� "� � . � I " W. ll� -t '� "' 'i� . � , I -,o ?t�lz' 1, I'll, � I 'l , � , , � '� �i 4 -�"' , "W] 'i '�t - ,� '� �J e " i� ,� �' � - � -"' 11 I I t � I , r, t� ' '� �'�� I'll �" � �l , i, �"�' I , i, r 1� � -1 - - -01"� �' " � , �: � , I �, , '� � �' I 1�1 , , '-'�rt'�-' � ," 1, � ., . . ; 11 I " , - , , r" - -1. ", . 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V" a 9�� " ai �� ' i t,,. ;;� y I ',, 'W� , , N3 ;t � , it , % t �- I -,1 I I- I � I ,�I 0�K " ;�' ,�3,"YI � � 1� "" � I, I 'I - L, I N &I jI i�" yI ', 4N;, " � � I t'"I� `;�.-'-,''-,�,""" DEMOLITON PLAN NOTES:`"2 �� n"; �0,t�'"I,'-�,:',7 l,�'', '!'�ti "-'zi� - 1 REMOVE EXISTING OVERHEAD DOOR MOTORS. IDENTIFY EXISTING POWER ,i` , -'.. �111 '� "" AND CONTROL WRING AND PULL BACK TO EXISTING WALL WHICH IS TO . � - � REMAIN. COIL WRING FOR FUTURE USE. POWER WRING: (2) #10, (1) ", " '- k � , " , ,� - - '�--' I" , � r - �' � - �' te I ".. '' %, �' , , �'ltl '-ot #12 GND. IN 3/4" C. CONTROL WRING: 11 I , � I I 111-- '��' '�. 'i, , * -, -,,'.,,,',,, �'- i i ' 'i" C. "� ' ' , "; �� � fit�' ' (5) #1 6, (1) #1 6 GND. IN 3/4" C, "I" - lk� , , ,' , t, If t - - � �11- �' "I -, I I -'-", --�.'O" I . I I � ! , " "� I 1, t REMOVE EXISTING RECEPTACLE AND CONDUIT. PULLBACK WIRING AND I � ' I - 11 COIL FOR FUTURE USE. , ,l 0 ONDUIT. WIRING F AND CONDUIT. UNCTION BOX ND REMOVE DOOR CO-:NT1 JUNCTIONF_O.1 R."- 4t�"`.� i' :C'�-O,IIL FUTURE USE. lI I, ,G "I 'RO" -.L '-�i lfi" l C) "IN'-, �- REMOVE PHONE OUTLETS AND CONDUIT. PULL CABLE BACK TO ;. ; TELEPHONE EQUIPMENT ROOM. 11 i" � � I 1� I I I z' . . �,, t �REMOVE AND DISPOSE OF CEILING MOUNTED LIGHT FIXTURES. IDENTIFY I WIRING AND PULL BACK FOR FUTURE USE. , I , ", -, -.11 "" L."", y iIt1i�h�I 0 REMOVE AND DISPOSE OF EMERGENCY AND EXIT LIGHT'-S IDENTIFY EINt. T' IFY " ',l WIRING AND PULL BACK FOR FUTURE USE. V�Ii ,''-- � :"� ,1, " 0 - "' REMOVE AND DISPOSE OF OUTDOOR LIGHT FIXTURE. IDENTIFY WRIN'2 AND PULL BACK FOR FUTURE USE. ". ,, ,, -, (i3 REMOVE EXISTING CAMERA. IDENTIFY EXISTING POWER, SIGNAL AND _) CONTROL WIRING AND PULL BACK TO EXISTING WALL WHICH IS TO 11 I I 1� i REMAIN. EXTEND EXISTING WIRING TO TEMPORARY LOCATION SHOWN ON 1 SHEET E-- 1. I I � It . .�1'1� lt%�; i�--'%1� 1 ".im- i`C'!;' , T �"- '-4"� � � �'i it' "�' , , ,: � � : , " . , " � :" �-*"" '-•blT' " :'--"""[l:'�I,*. I , I I � , " I I , , " � I -- ' i � I I I I . I , I I � I I I I I I I I I I I I ' I I I I � , I I I I � � I I I I I . I ,- " "'. � � I , I I I I I I � � I I I I I I I I I I I I � I I I I , I I I I � - I I I I I I � � - I - I � I � - I . I I , , I � . " I ' I ' I I r i I r � � I � I I I 11 - I I I � I I I , CAMERA " PULL BACK TO THIS P I I L 11 l:-tX , � COIL WIRING CE �' , , ' - -- ` , , �'; " - `,;�7 AT THIS LOGS . � �g ��' , �� , � - N'4��\—PULL BACK TO THIS /.-\ V \0-/ COIL WRING ABOVE ' � ,3tat-mf140,Z,;�, AT THIS LOCATION. Tn la uMaxo1oft = m m IV EXIS-9NG CAMERA 0 0 Pn 0 0 0 4 OD 0) til 0 " IL-4 ,- I �� Q) 0.9 � I I .'.4 G)o hl),�J '�� 0 rn -1 94 0 0 , 1 'd cc o 0 cy C,j 0 Or- , � Ign I 10 q M.4 0 Z $4 010- . E, 4) g 0 � �*0 'wml� &�I r-4 pl. .'.4 . 0-- 4) 100 It .0 � m m m I 0 0 toy, ."410.5 r- ' 0 0 17) � PC * I ;z < 0 E occ , 0 G-j � < Lq So 00) 0 M * Lu n - m Q. 1- Lu 0- Cc) � m - Old a) �— �- 00 (o F— 0 10- 1 0 CD CD C.) W (-) -:c Z44� .— cl) - ;z 3: 904 . cn 0 m � w P.) M a: tn I EE It zo ui old. V) I rl �— < E;!� U) N 71" cr� IL I ' I z = L-1-j -- (--) < C�) CD = — �-0Q�- — P ��-� I CD L-j I--- (�J� - >- < a� i-- CD = U = , CD � < >-- �— (--) �d = wC> — = C--) CD = (---) = 0 I . — CD �- cn [= =C-) Q I `-- cn SHEET NUMBER E-2 0 F � 7 � . V-0. NOT ALL SYMBOLS INCORPORATED ON THIS SYMBOL LIST MAY BE USED r ',��'.x d*.. ON THIS x x " /�{PROJECT. p/y {..JH l �WLv7 I. FA; 2x4 FLUORESCENT LIGHT FIXTURE, LETTER INDICATES FIXTURE TYPE a,1 s''x POWER W/ BATTERY PACK lq 2x4 FIXTURE ON EMERGENCY EMERGENCY LIGHT BATTERY PACK_ ,7 a .'_ WALL MOUNTED FIXTURE ON EMERGENCY POWER x ,�> WALL MOUNTED FIXTURE � " r r EXIT LIGHT - WALL MOUNTED '- ARROW SHOWS DIRECTION,' g_. rx SOLID QUADRANT INDICATES FACE>,� F 7 ` EXIT LIGHT -CEILING MOUNTED - ARROW SHOWS DIRECTION, SOLID QUADRANT INDICATES FACE " SINGLE POLE TOGGLE SWITCH, SUBSCRIPT INDICATES FIXTURE CIRCUIT CONTROLLED (48"A.F.F.) l t $3 THREE-WAY TOGGLE SWITCH (48" A.F.F.) x F $K KEY OPERATED SWITCH (48" A.F.F.) �.. nkl POWER/GENERAL LEGEND Y DUPLEX RECEPTACLE, FLUSH MOUNT (18" AFF) 4 WP = WEATHERPROOF ` GFI = GROUND FAULT INTERRUPTER x EWC = ELECTRIC WATER COOLER `t. MOUNT BEHIND ACCESS PLATE I ti IG = ISOLATED GROUND DUPLEX RECEPTACLE, MOUNT ABOVE COUNTER TOP H = INSTALL HORIZONTAL 4. E = EMERGENCY Q JUNCTION BOX, CEILING MOUNT " I' ❑� JUNCTION BOX, WALL OR FLOOR MOUNT - P 30A. NON -FUSED INDICATED C� DISCONNECT SWITCH 3 NF3P 0, COMBINATION MAGNETIC MOTOR STARTER AND DISCONNECT . { SWITCH, TYPE AND SIZE INDICATED. SEPARATE ITEMS ARE f ACCEPTABLE , I MOTOR, MOTOR NUMBER - REFER TO SCHEDULE (OR) MOTOR HORSEPOWER DRY TYPE TRANSFORMER, DESIGNATION INDICATED PANELBOARD - 120/208V. GI PANELBOARD - 277/480V�' I `P UNDERFLOOR RACEWAY: P=POWER, C=COMMUNICATION 3. —C— HOMERUN TO PANEL, ONE ARROW PER CIRCUIT ' BRANCH CIRCUIT CONDUCTORS IN CONDUIT, CROSSMARKS ` NDICATE NUMBER OF CONDUCTORS. EQUIPMENT GROUND REQUIRED BUT NOT SHOWN. TWO CONDUCTORS PLUS GROUND UNLESS OTHERWISE SHOWN. NORMAL CIRCUIT , —P— PRIMARY POWER CABLE FIRE ALARM SYMBOLS ' I; 0 FIRE ALARM PULL STATION (48" AFF) 1%cN FIRE ALARM SPEAKER (WALL MOUNTED) ® IONIZATION TYPE SMOKE DETECTOR CEILING MTD) CT MOUNTED SMOKE DETECTOR, ED US = SUPPLY DUCT' R = RETURN DUCT FAN CONTROL RELAY FIRE SPRINKLER FLOW SWITCH; 0 FIRE SPRINKLER TAMPER SWITCH ` ,..TELEPHONE/DATA/ PUBLIC ADDRESS (P.A.) I lilt TELEPHONE AND/OR DATA OOUTLET, FLUSH MOUNT (18" A.F.F) I STUB INTO CEILING SPACE WITH X" CONDUIT W = HIGHER MOUNT TO MEET ADA REQUIREMENTS ® PLYWOOD BACKBOARD, 3/4"THK x SIZE AS SHOWN ON PLAN �- (PAINT W/2 COATS OF FIRE RETARDENT GRAY PAINT) g', XI c INSTITUTIONAL PUSHBUTTON STATION OJ CAMERA i , TEMPORAF CALL BOX � by NEW POLE, CA! AND CALL BOX LOCATION EXIST. LIGHT POLE, POLE FOUNDATION AND CAM CIRCUIT RELOCATE EXISTING CAMERA TEMPORARILY TO THIS LOCATION. EXTEND (1) RG59 COAX, (2) #12, (1) #12 GND. IN 3/4" C. AND (1) #12 TSP.» EXTEND EXISTING SALLY PORT GATE CONTROL AND POWER TO TEMPORARY GATE OPERATOR. EXTEND (1 #16 IN 3/4" C. FOR CONTROL AND (3)#10, (1)#10 GND IN 3/4"C. FOR POWER. PROVIDE A FIBERGLASS PULL BOX W/GASKETED, SCREW —ON LID TO ALLOW CONNECTION OF TEMPORARY GATE OPERATOR TO EXISTING SALLY PORT GATE CONTROL CIRCUIT AND POWER. PROVIDE A LABEL AT THE EXISTING CENTRAL CONTROL STATION GATE CONTROL PANEL IDENTIFYING THE TEMPORARY GATE CONTROL BUTTON. PROVIDE FIBERGLASS JUNCTION BOX W/GASKETED, SCREW —ON LID AND (4) #12 TSP IN 1" C. ROUTED TO CENTRAL CONTROL STATION INTERCOM PANEL THRU NE CONDUIT FOR TEMPORARY CALL BOX. SEE SHEET E-3 ` FOR NEW CONDUIT ROUTING TO CENTRAL CONTROL IRFRELOCATE EXISTING LIGHTING POLE', POLE FOUNDATION AND CAMERA TO NEW LOCATION. EXTEND EXISTING T CAMERA RG59 COAX CABLE, (2) #12, (1) #12 GND. IN 3/4" C. AND (1) #12 TSP TO NEW CAMERA LOCATION. PROVIDE A FIBERGLASS JUNCTION BOX W/GASKETED. SCREW -ON LID SIZED AS REQUIRED TO ALLOW EXTENDII s THE CONDUIT, © RELOCATE EXISTING LIGHTING POLE AND POLE FOUNDATION. EXTEND EXISTING LIGHTING POLE FEE NEW POLE LOCATION. (2) #8, (1) #10 GND. All PANEL "AE2". RELOCATE EXISTING CALL BOX TO NEW LOCATION. -, EXTEND EXISTING CALL BOX WIRING (1) #12 TWISTED SHIELDED PAIR IN 3/4" C. TO NEW CALL BOX LOCATIQI 8 EXTEND EXISTING LIGHTING POLE CI RCUIT TO NEW POLE LOCATION. (2) #8, (1) #10 GND. IN 2" C. a,; 1. EXISTING POLE o d Z rn rn I to N rn w Ill �N K Z0 Q � c G Q Ldto Y CDU W M • a W C- o o �--- � coo �U CD O CD CDU�^ W co Q Z4:1=' -_ 2 m m U N w W DI C~i) N w w z oz� C:) z� 0 w w �oz � U � CD w C) F =w� a�cn Q SHEET NUMBER E-1 OF 7 SCHEDUOF GENERAL.v °LIGHTING EQUIPMENT AND LAMPS TYPE MANUFACTURER CATALOG NUMBER TI Y DESCRIPTION MOUNTING A DAY—BRITE 2DG332—FS01-277 (3) 32W T-8 STATIC RECESSED RECESSED AE DAY—BRITE 2DG332—FS01-277 (3) 32W, T-8 STATIC RECESSED RECESSED T B DAY—BRITE WLM-175M-27Q M.H. WALL PACK SURFACE <> C DAY CLI-175M-27Q—PX 175W M.H. -- ENT. CANOP. LT. SURFACE D CAPRI F6218V2 W/R6200 TRIM 2 CFQ 13W RECESSED DN LT RECESSED X23 X ORELITE RE—LED_SF—BWM—FI—RW-277 FURNISHED LED EXIT SURFACE BU CHLORIDE 4X12N50 — FURNISHED EMERGENCY r SURFACE .� rt�lfi kmP ry�" +t{�rc' fir, 5s LIGHTING FIXTURE GENERAL NOTES: " A PRIOR TO PLACING ORDERS FOR RECESSED FIXTURES, CONTRACTOR SHALL VERIFY THE TYPES ( 0, ,.CEILING AND SUSPENSION SYSTEMS THAT HAVE BEEN APPROVED FOR THE PROJECT AND SHALL,ki. ORDER FIXTURES WIT FLANGES AS REQUIRED TO FIT IN THE APPROVED CEILINGS ] FIXTURE SCHEDULE NOTES: 4 1. FLUORESCENT LAMPS TO BE 32 WATT T 2. ALL FLUORESCENT ELECTRONIC BALLASTS 10 BE 20% THD. I 3. PROVIDE QUARTZ 4, PROVIDE 111OLUMEN MINE EMERG. BATTERY PACK a.. ..aw...i—.•+. Cti+n t �.r.� TI Tie EXISTING PANEL " 0 B2-1$ , CONNECT EXIT AND EMERGEN LEG OF AN ADJACENT CIRCU 277 277 277 277 277 277 0 9-ONG PLAN REFERENCE NOTES C(" ' F _,? '_IGHT FIXTURES IN SALLY PORT TO CIRCUIT PREVIOUSLY 1,2 1,2,4 3 3 u A �I AE U Mo A 0 co m b U .. ��y I M � I m cm 0=0I m v U o w H Er ^1 m W p„ o p" i max,, 4 N ko tl n W) R 3 Zw 0 ali 0 Xm a r ^ (L O MW ad VJ L f Go C.O O oil CD CJ W CD E— Q Z m U m N ^;I m z:l V / N I, z T �\� C Q rr- — ry o z o Q � U z L�1 C U z C) <L I— SHEET NUMBER E- 3 OF 7 POWER/SYSTEMS PLAN GENERAL NOTES ,`✓ rv4s� '�� � , Y is�'F' x .^:; `$ , ; ,'"¢...- c ". ' .:i .-. m.�a .^ �s . v''X, � �.. , *a. 4 �. � + > j� 1. ALL �CES USE T1 �NECTED TO FIRE ALARM PANEL SHALL BE UL LISTED FOIi�„ N0R AM2020 AND NOTIFIER 5000 FIRE ALARM PANELS. 2. ALL SMOKE DETECTORS, HEAT DETECTORS AND MONITOR MODULES SHALLn BE CONNECTED TO NOTIFIER 2020 SIGNALING LOOP CIRCUIT L02 a 3. ALL STROBE LIGHTS SHALL BE CONNECTED TO THE EXIST. BOOKING STROBE ; CIRCUIT. 4. ALL SPEAKER/STROBE IN SALLY PORT SHALL BE WEATHERPROOF.` p ' 5. ALL SPEAKER/STROBE AND STROBES SHALL BE 80' A F F� ,'i ' 6. ALL PULL STATIONS SHALL BE 48' A.F.F. 7. ALL EXIST. DEVICES IN PRESENT BOOKING AREA SHALL REMAIN OPERATIONAL. 8. CONNECT RECEPTACLES TO CIRCUIT SHOWN IN PANEL B1." ^ $' 9. CONNECT RECEPTACLES DESIGNATED WITH AN "E" TO CIRCUIT SHOWN IN " PANEL BE1 " .1 le POWER/SYSTEMS PLAN REFERENCE NOTES: ""(D PROVIDE (1) 19" RELAY RACK W/CANTILIEVER SUPPORT BASE AND INSTALL IN THE AREA WHERE EXISTING RACKS WERE REMOVED. Q RELOCATE EXISTING 12 PORT ETHERNET HUB TO NEW RACK LOCATION. REROUTE EXISTING CABLES TO NEW LOCATION. a: O3 PROVIDE (3) 16 PORT ETHERNET HUB WITH 10 BASE "T" CONNECTION C_ INTERCONNECT THE NEW HUBS WITH THE EXISTING HUB USING 10 BASE "T" CONNECTION. ® PROVIDE (5) JUNCTION BOXES SIZED AS NECESSARY FOR CAMERA, a Y, INTERCOM, TELEPHONE, DATA AND DOOR LOCK CONTROL WIRING ROUTING O LOCATE AND EXTEND EXISTING 3/4" C. FOR DOOR LOCK CONTROLS 10 JUNCTION BOX. �I. © PROVIDE (2) JUNCTION BOXES. AT SALLYPORT GATES, (1) FOR POWER AND (1) FOR CONTROL. EXTEND CONDUIT AND WIRING PREVIOUSLY COILED FOR OVERHEAD DOOR MOTOR. PROVIDE LIMIT SWITCHES AS RECOMMENDED ''' BY DOOR MANUFACTURER. COORDINATE W/DOOR CONTRACTOR FOR THE LOCATION OF UPPER AND LOWER LIMIT SWITCHES. x' ® PROVIDE JUNCTION BOX AND EXTEND EXISTING WIRING TO NEW DOOR LOCATION. (5) #16 IN 3/4" C. ® PROVIDE JUNCTION BOX AND (5) #16 3/4" C. ROUTED TO EXISTING GATE & DOOR CONTROL CABINET. PROVIDE NEMA 1 ENCLOSURE SIZED AS REQUIRED INSTALLED ABOVE EXISTING GATE & DOOR CONTROL CABINET. PROVIDE (3) ADDITIONAL ` CONTROL CARDS BY ICOTECH AND ALL REQUIRED CARD TREMINATION HARDWARE FOR A COMPLETE SYSTEM. NEW CARDS WILL CONTROL (2) VESTIBULE DOORS AND (1) SALLY PORT DOOR. ® MODIFY EXISTING FACILITY DOOR, GRAPHICS DISPLAY CONSOLE LABEL FOR (4) SALLYPORT GATES, (1) SALLYPORT DOOR, & (2) SALLYPORT SLIDING DOORS. PROVIDE PHENOLIC TAGS 1" HIGH LABELING THESE DOORS AS "NEW SALLYPORT." PROVIDE CONTROL BUTTONS AND INDICATION I_ED'S FOR (2) SLIDING DOORS & (1) SALLYPORT SWING DOOR. MOUNT BUTTONS . & LED'S ON A NEMA 1 ENCLOSURE INSTALLED NEXT TO EXISTING CONTROL CONSOLE. © INSTALL PHONE OUTLET ® 48" A.F.F. EXTEND CONDUIT AND WIRE TO TELEPHONE EQUIPMENT ROOM. 09 PROVIDE CONTROL RELAY CONNECTED TO THE EXISTING FIRE ALARM PANEL FOR EF-M CONTROL. ROUTE 1" CONDUIT FORM RELAY LOCATION TO THE CENTRAL CONTROL ROOM AND STUB IN A JUNCTION BOX IN THE CEILING SPACE FOR CONNECTION BY THE SECURITY SYSTEM CONTRACTOR. UPON ACTIVATION OF THE FIRE ALARM SYSTEM, RTU-M SHALL STOP AND:` EF-M SHALL START. P ® PROVIDE (2) JUNCTION BOXES AT EACH CAMERA LOCATION. ROUTE POWER FROM PANEL "BE-1." ROUTE SIGNAL CABLE TO CENTRAL CONTROL ROOM. . 11 INSTALL CAMERA REMOVED FROM NW CORNER OF SALLY PORT. EXTEND POWER, SIGNAL AND CONTROL WIRING TO THIS LOCATION. © INSTALL CAMERA REMOVED FROM SE WALL OF SALLY PORT. EXTEND POWER, SIGNAL AND CONTROL WIRING TO THIS LOCATION. © INSTALL CAMERA REMOVED FROM SE CORNER OF SALLY PORT. EXTEND POWER, SIGNAL AND CONTROL WIRING TO THIS LOCATION. ® INSTALL CAMERA REMOVED FROM SW CORNER OF SALLY PORT. EXTEND POWER, SIGNAL AND CONTROL WIRING TO THIS LOCATION. © EXTEND EXISTING POWER AND CONTROL WIRING TO TEMPORARY GATE LOCATION. [POWER = (2) #10, (1) #10 GND. - 3/4" C.; CONTROL = (10) #16 IN 3/4" C.] s , ® PROVIDE (1) METAL JUNCTION BOX WITH SCREW -ON COVER FOR DIEBOLD SYSTEM POWER. PROVIDE (2) #12, (1) #12 GND, 3/4 C., DOOR STATUS LEDS GREEN = FULLY CLOSED & LOCKED RED = DOOR IN TRANSIT YELLOW = FULLY OPENED & LOCKED 2 POSITION DOOR STATUS LED TOGGLE GREEN = LOCKED SWITCH RED = UNLOCKED G R Y "- G R Y G R 000 000 00 CLOSE CLOSE +` STOP/OFF ESTOP/OFF '° 4 OPEN OPEN g, HALF FULL INTERIOR NTERIOR CYCLE CYCLE s VESTIBULE VESTIBU SOUTH s>- SALLYPORT ♦ ar S'm::?t. , '.�-ram"' 'k x�L x F � i ! BOOKING EXPANSION DOOR CONTROL PANEL EXISTING F/A EXISTING L CONTROL PAP PANEL "A/C-tl " MOMENTARY SWITCH k NEMA 1 ENCLOSURE PAINTED TO MATCH EXISTING CONTROL PANEL. SIZE BOX AS REQUIRED TO ACCOMMODATE BUTTONS LED's AND CONTROL CARDS. EXISTING CENTRAL SERVICES SWITCHES FOR NON-RECORDIN CAMERAS ' LEVITON QUICK PORT r , 4 PORT WALL PLATE P/1 WITH (2) 8 CONDUCTOR PHONE xr �f „•, CAT. 5 JACKS P/N 4110 raf "^>' (2) 6 CONDUCTOR VOICE 3 JACKS P/N 41106—R*6 ' DATA PLAN SYMBOL = 4 pr ® 4t EPHONEAON &1 DATA u+ OUTLET TELEPHONE CABLE: BELDEN 9560. 24 AWG, 6 COMPUTER CABLE: BELDEN 1585B, 24 AWG, 4 NOT TO SCALE ell EXIST. GATE & DOOR CONTROL MX , CABINET. CONTROL CARDS BY ICOTECH EXIST. 12 PORI ETHERNET HUB TO TEI' GATE ' C CONNECTION SCHEDULE < M. RECORDING NON —RECORDING TYPE HOUSIN ENS 0. BURLE BURLE BURLE 1 X �m TC552A TC9303 TC9902 BURLE BURLE BURLE 2 TC552A TC9340A TC9902 3 X-' BURLE BURLE BURLE .' TC552A TC9302SH—LC TC9702 4 X «+ BURLE BURLE BURLE TC552A TC9302SH—LC TC9702 z. BURLE BURLE BURLE 5 X µ5 TC552A TC9302SH—LC TC9702 6 X "' .... `xF ``��� BURLE BURLE BURLE TC552A TC9350 TC9702 7 BURLE BURLE BURLE X �" ;' . `, TC552A TC9350 TC9702 8 BURLE BURLE BURLE * TC552A TC9350 TC9702 9 X �; w BURLE BURLE BURLE TC552A TC9350 TC9902 10 XM BURLE BURLE BURLE L TC552A TC9350 TC9902 11 X `,Tye BURLE BURLE BURLE Ay.� 1' TC552A TC9350 TC9702 12 X �7 4 BURLE BURLE BURLE TC552A TC9350 TC9702 13 X afi: BURLE BURLE BURLE ' ' '<n . TC552A TC9350 TC9702 14 Xr.5s ; " [ ; BURLE BURLE BURLE P TC552A TC9350 TC9702 15 X `1 EXISTING EXISTING EXISTING rY�ror a .t3 ` fio BURLE BURLE BURLE 16 X E` i TC552A TC9350 TC9702 BURLE BURLE BURLE 17 X ,'nxa a TC552A TC9350 TC9702 18 X�+ EXISTING EXISTING EXISTING 19 X EXISTING EXISTING EXISTING 20 X EXISTING EXISTING EXISTING NOTE: MOUNT CAMERAS 6" BELOW CEILING HEIGHT UNLESS OTHERWISE NOTED. p➢. ..u. E .4Nh.� e:➢"t9 O © J I IC i J 07' AFt 1. , 4 b h .s 'nm� aGs' s PIN 12 31 w t 'MH M _ _i�1, YM h iih..i j✓V`J) l'l� �+x ''4 i wJ,0.a"a •a �°ia ksrt x4 2 u t i 1 a �, a x 4a m Y v 9 4� t'a ad t .. vFy - u % I 3t 9 3 rz " 3F 33�i BOOKING INTERCOM�p y E " B -1 34 :MASTER STATION (ON ROOF) EF-BOOK hn wp 36 (ON ROOF) Y �E* — �16 16V' Gt 3 (ON ROOF)=Q 16 i, EF—M ® VI �a � f —20.29 94 9 (ON ROOF) 1 J 20 3 6 6 � 1 u J i IG ®T 15 AFG a o & 0 a 0 w" III '� V w a W CL 'S m - 0 00 F_Uo CDU I.I.I co Z M mUUJ N K, m Q X d. z (n N w z LLw 0 Ozrr" O� O � w w �oz `— O w � U F-- zLL U o _l n SHEET NUMBER E- 4 OF 7 J 3 POSITION TOGGLE SWITCH INC. 0 813-264-2802 STATIC GROUNDING RECEPTACLE WITH CHAIN ATTACHED COVER. CADWELD B165R OR EQUIV. "1 PRESSURE TYPE "TEE" DNS 70 ;' SPLICER WITH STAINLESS ROD.'^ STEEL BOLTS. TYPE;' t EQUIV. HEAVY DUTY -- n C O 0 Q, y I- MAIN SIZED CABLE T6 5/8"x10' COPPERWI LD - s ' f ` 1...7 LOCAL COUNTERPOISE } 4E � STATIC GROUNDING RECEPTAC I, STRAIT SPLICER WITH STAINLESS STEEL BOLTS rK, CD =CD D CABLE A HEAVY DUTY PARALLEL CL 9 IPLICES AND CLAMPS wl m -A L GH SYS IECT TO EXIST. NING PROTECTION EM LIGHTNING PROTECTION REFERENCE NOTES CONNECT TO EXISTING MAIN CONDUCTOR Q DOWN CONDUCTOR.�YZF � oF47 L „ u IT— — 7 —Y„ -- Rom- -� U o d 0 OU a U� U I a� 40•"' .1 rl n ti M � I m m CCV N 0 MAWb db Fi y'. cu �a P` e a. 92 = F. 5,�3 o a w > 2 z Z a o 0 o LaU) a U M ua w FL h W a. o m cn H F- o �U O CD O U I.I.I m� w m U m N V I mz� a� _ W Ln F— Q E3 g i w z =w c� O _J Oil! l� SHEET NUMBER E- 5 OF 7 ■ POWERR8ER L-<c-C E EXISTING EQUIPMENT/WIRING NEW EQUIPMENT/WIRING ETC I (6) 4 PAIRS CAT 5 BELDEN 15858 (TYP.) JUNCTION BOX • ► •'mm . •. WIRE MISTITUT PUSHBU STATION (TYPICAI j/AVrG/G MASTER STATION (NEW BOOKING) -(5) 2 WIRE TWISTED SHIELDED CABLE BELDEN 6342FE4" LOAD SUMMARY: NIN S" . ', NNa dT a MAIN SWITCHBOARD "MDP-1" EXISTING CONNECTED DEMAND NEW DEMAND LO ,, rg 53KW=(480xy"3) 1,630amps a r zs- £• OOAMP RATED MAIN FUSED SWITCH DISTRIBUTION BOARD "CDP-2A �w h' t EXISTING CONNECTED DEMAND LOAD = 484KW "r t ��;�� 864KW _ (480xv- 3) = 1040amps 1200AMP RATED FUSED SWITCH F gq DISTRIBUTION BOARD "CDP-2Co-*���� EXISTING CONNECTED DEMAND LOAD = 464KW xt NEW DEMAND LOAD = 498KWre. r.�yr�{�'!�Y"y,., 498KW _ (4800- 3) v1* 800AMP RATED FUSED ' EMERGENCY GENERATOR °� EXISTING ACTUAL MEASURED LOAD = 120KW M NSWj, REMAND LOAD {, 3 130KW K 830KW EMERGENCY *. QQA Q_IN ADMINISTRATION JI EXISTING PELCO VIDEO SWITCHER AT CENTRAL CONTROL RG-59/ -DEN 82, JUNCTI Box PHASE AS (8) RG-59/U @ELDEN 82241 ,O MULTIPLEXER �lT CENTRAL CONTROL , 4 CAMERA B&W VIDEO MULTIPLEXER T�CENTRAL CONTROL (9j RG-59JU� .j ° BELDEN 111 1121 1131 11 111151 116 Q �� ��� NR NR R R R 11At-%-CZAAA Nib ax POWERED F CONTROL. M NG Y: SW'TCHER AT o a w > = z Z a w 0 12 W M MM 1..i. a X W f� iL o m 00 cD O CD U wo c�Q w Z J all U MN cn mFxv or Z i U) I pr Wiz � Z IW ! W < I— G z � �z U � (� � U � (:s U Q � C!) �sHEE1 - NUMBER E- 6 OF -- -7 - _. REC LTG I MECH. F RECEPT RECEPT. RECEPT. RECEPT RECEPT. RECEPT RECEPT. 1.00 IRECEPT. 0.00 1 1.00 1 ( )TAL CONN. KVA )TAL DEMAND KVA SPACE 3.26 3.26 480 120/208 VOLTS 100 AMPS 100 AMP , SURFACE i BK PL A B C PLI BK 1 20 1 IXI 1 2 t 20 STRIP SO i 20 3 1 X 4 1 20 RECEPT. 1 20 5 1 IX 6 1 20 RECEPT. t 20 7 XI 1 8 1 20 RECEPT. 1 20 9 X 10 1 20 RECEPT. 1 20 11 1 IX 12 1 20 IRECEPT. 1 20 13 XI 1 14 1 20 LOBBY Wf t 20 15 X 16 t 20 RECEPT. 1 20 17 X 18 t 20 EF-BOOK 19 X 20 1 20 RECEPT. 21 X 22 23 X 24 25 X 26 27 X 28 29 X 30 31 X 32 s 33 X 34 un 35 X 36 7 37 X 38 39 X 1 40 41 X 42 y SUB TOTALS afi} x•,: CONNECTED KVA DEMAND FACTOR 7 4MIl�YI'1 4 WIRE 0 0 NEHB KVA K PL A C PL BK " LTG I REC 0.10 277 480VOLTS 100 AMPS 100 _ AMP BUS SURFACE "A NEMA 1 OTHER REC LTG LOAD BK PL A B C PL BK LOAD LTG REC OTHER 0.62 SALLYPORT LTG. t 20 1 X 2 1 20 BOOKING HOLD CELL LTG. _ HALL 2 LTG. 1 20 3 X 4 1 20 HALL 3 LTG. BOOKING LTG. 1 20 5 X 6 1 20 EXTERIOR BLDG. LTG. 0.53 PERIMETER LTG. 1 20 7 X 8 1 20 PERIMETER LTG. PERIMETER LTG. t 20 9 X 10 t 20 PERIMETER LTG. PERIMETER LTG. 1 20 11 X 12 1 20 PERIMETER LTG. PERIMETER LTG. 1 20 13 X 14 1 20 PERIMETER LTG. HALL 3 LTG. 1 20 15 X i6 1 20 SPACE 0.86 BOOKING ADDTION LTG. 1 20 17 X 18 1 20 BOOKING ADDITION LTG. 0.58 19 X 20 3 20 EF-M 0.44 21 X 22 --- - - - - 0.44 23 X 24 --- -- -- 0.44 25 X 26 27 X 28 29 X 30 31 X 32 33 X 34 35 X 36 37 IX3840 SPACE 41X 42 0.00 0.00 1.49 SUB TOTALS 1 � _` R •• 1 10 0.00 1.32 TOTAL CONN. KVA ° + TOTAL DEMAND KVA VOLTAGE ICONNECTED KVA 2 :)9 0.00 1.32 DEMAND FACTOR 1.25 1.0 1.0 DEMAND AMPS"a}^. Y ��('' DEMAND KVA 3.23 0.00 1.32 i�.�1 �IitF�•\ 11e\ H I1 JI�1 � �I Y 711C� J tig110U11 y 120 208�VOLTs { ^= T t r z 100 AMPS 1,00 _AMP BUS c4 � ACE _ MTG P ,r} _pwst BK PL A B C PL I BK L^.° SALLY PORT LTG. „ a,., 1 20 1 X 2 1 20 SPARE 1^ >; ARMORY LTG t 20 1 X 2 3 20 SALLYPORT R U G E' SALLY PORT LTG. 1120 3 1 IXI4 1 20 BOOKING LTG SALLYPORT R U G #1 3 20 3 X 4 -- ---- ELECT. RM. LTG. 1 20 5 1 1 IX 6 1 20 PERS. PROP. LTG. -- -- -- 5 X 6 -- - -- PROPERTY STOR. LTG. i 20 7 1 X I 1 8 t 20 HALL #2 LTG.' ---- 7 X 8 3 20 SALLYPORT R/U G SALLYPORi R U G #3 3 20 9 1 X 10 - - CLASSRM. LTG. 1 20 9 1 1XI10 1 20 LIBRARY LTG. r. + "';y" '' EXTERIOR BLDG. LTG. 1 20 11 IX 12 i 20 EXIT LIGHTS ---- - 11 X 12 -- -- HALL #3 LTG. t 20 13 X 14 1 20 BOOKING ADDITION LTG 0.58 -- - - 13 X 141 1120 SMOKE EVAC. UNIT 15 XI 16 t 20 BOOKING ADDITION LTG 0.98 SMOKE EVAC. UNIT 1 120 15 X 161 1 /20 SMOKE EVAC, UNIT SPARE 20 SPACE 17 X 18 SPACE SMOKE EVAC. UNIT 20 17 X 18 1 /20 SMOKE EVA:' UNIT --r+fiR 19 X 20 SMOKE EVAC. UNIT 20 19 X 20 1 20 RECEPT. ', "` " a 21 X1 22 + LTG. RELAY PANEL 1 20 21 X 22 1 20 RECEPT n 23 X 24 SPARE 1,120 23 X 24 t 20 MINIPi.LX POWER _ 26 0.01 CCTV CAMERAS 20 25 X 26 i 20 CCTV �.AMt RA 25 X . 28 V2 =� 0-Ot CCTV CAMERAS i '2o 27 X 28 t 20 C("V CAMERA T 27 X ,1= •,; -.+ 1 IX 30 0.01 CCTV CAMERAS t 20 29 X 30 1 20 CCTV CAMERA 29 „`Y. 31 X 32 0.01 CCTV CAMERAS 1 20 31 X 32 1 20 CCTV CAMERA X 34 0.01 CCTV CAMERAS t 20 33 X 34 1120 RECEP'. xs s 33 RECEPT. 35 X 36ti ��"'' j " L20 DIE BOLD SYSTEM t �20 35 X 36 1 20 37 X 38 0.60 GATE CONTROL PANEL t 20 37 38 39 X 40 390 Ix SPACE 41 X 42 SPACE SPACE 4tX 42 SPACE ci IA Tr)TAI a µ 1.86 1 &00 0.00 1 SUB TOTALS 1.55 1.94 DEMAND 1.55 0.00 1 0.00 » TOTAL CONN. KVA 5.46 1,55 0.00 0.00 L; TOTAL DEMAND KVA 5.46 1.25 .0 1.0 VOLTAGE 480 1.94 0.00 0. DEMAND AMPS 6.57 nsa *NEW LOAD ADDED IN THIS PROJECT T' _ ` k 277 480 _ V : ;_TS PANEL 3 4; PM 225 AMPS OPTIONS ,�aL, *.^04 r` �-4 225 AMP I CONNECT=') KVA DEMAND FACTOR DEMAND KVA I_TG 1 .08 0.36 0.00 3.60 1.25 1.0 €COL CONTROL PANEL PANEL t NEW ENCLOSURE EXISTING MX C. '%BE1-37 (27) #14 IN 1" C. JUNCTION �' BOX :z. (7) #14 E SLIDING SALLYP SWING XISTING SALLY PORT GATE rN M CONTROL CIRCUITS44 (10) #16 IN 1"C. (TYP. EACHGATE): } , �. UPPER LIMIT SW LCWER DOORS YPORf SALLORT SLIDING SALL SW SWiNG DOOR LIM(IT) / B BI;1- 8�1- EXISTING SALLY PORT-� 8�'Q12) 9'',13) 2L4,6 GATE POWER CIRCUITS (3) #10 IN 3/4"C. -, a. Y (TYP. EACH GATE) NEW SALLY POR GATE , OPERA ORS__ TO 8F5,7) TO REMAINING SMOKE EXISTING': ..; 7 FIRE ALAR L CONTROL TO REMAINING FiRE ALARM PULL STATIONS Afl ALARM RISER DIAC n,.., THIS DRAWING IS FOR REFE ARRANGEMENT ar�M Mr #.e* °R i. 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