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Home My WebLink About10147873.pdfPROJECT CONTACTS Al Mastroianni amestroianni@morrisonhershfield.com (510) 385 8688 Haris Wijayasiri hwijayasiri@morrisonhershfield.com (770) 379-8500 Robert Selby rseiby@morrlsonhershfield.com (604) 454-0402 m. n Paul Seguin pseguin@morrisonhershfield.com (613) 739-2910 Manny Mudhar mmudhar@morrisonhershfield.com (416) 499-3110 Michael Wagner mwagner@morrisonhershfield.com (770) 379 8500 Barry Golledge bcolledg@morrisonhershfield.com (403) 2464500 LTITJ I :I *906M 1 1 1 1IF;i T T 1 SANTA ANA, CA 92707=344 ARCHITECTURAL A.0.00 COVER SHEET A.0.41 ARCHITECTURAL ABBREVIATIONS, GENERAL NOTES & LEGEND A.0.02 GENERAL PROVISIONS A.1.01 FLOOR PLAN A.4.01 INTERIOR ELEVATIONS & PARTIAL REFLECTED CEILING PLAN A.5.01 DETAILS A. 5.02 DETAILS r PROTECTION w PROTECTION w, ABBREVIATIONS, SPECIFICATIONS 00 FIRE SUPPRESSION FIRE ALARM SPRINKLER LOCATION PLAN NOT TO SCALE LOS ANGELES (A) 0 LOS ANGELES AIRPORT 7 n COMPTON } /LAKEWOODo f EIM YPRESS QANI ORANGE STREET ADDRESS: CODE COMPLIANCE: 417 W. WARNER AVE. CALIFORNIA BUILDING CODE SANTA ANA, CA 92707-3441 NATIONAL ELECTRICAL CODE LEGAL DESCRIPTION: (NEC) WITH LOCAL AMENDMENTS LOT 10 — BK 0155 PG. 103 = ASSESSOR'S P.# LOT 13 UNDERWRITER LABORATORIES TRACT 1301, BK 41, PG. 35 APPROVED ELECTRICAL PRODUCTS BUILDING INFORMATON: AMERICAN INSTITUTE OF OCCUPANCY STEEL CONSTRUCTION CLASSIFICATION: COMMERCIAL S-2 SPECIFICATIONS (AISC) CONSTRUCTION TYPE: TYPE 11, NON— LIFE SAFETY CODE NFPA — N COBUSTIBLE, SPRINKLED 101 ----- SITE FOUNTAIN VALLEY ° BUILDING AREA: 1 1,588 SQ, FT. ANSI/EIA — 222 — E es BUILDING HEIGHT: 18 FT, SINGLE STOREY F 2, i mq eat' o .'d g4 Fi 14 RN ECTUR, L STRUCTURAL ACCUTED FBIIL'R CCNSTRUCTION SEPARATE P N0f ARE RSQUMED FOR This Set of plans and speciffications must No kept t on tic iub at sit times and xd is unlawful to make any cage& o altera!;O,� 2 do a I,e � FSti ut c�v:Ittei err isSlon Troia the Uy of Santa.An . . F The avptai�oa rsf tlii� ia� � pnificationS SHALL Nei be held to j°c:pr0va..I of the violiation of nty r® I �Ic S cfIliari 01 on Si:ate Law. N Data P 'A B'SAM�+g g,�p�p ry^��y I Y �4,A q p, ® �e `�°`�$ Th MECHANICAL i B 8 PE: BLD — -CT L BG �,c� 8 L r A3uc9,, Q 3_ gpge� �g AP; M.4.01 MECHANICAL ABBREVIATIONS, LEGEND AND SPECIFICATIONS CH GRADING plallmSng Department M.4.42 MECHANICAL SPECIFICATIONS OCC.GROU `1 m ' s° rt;M g,iL M.1.01 MECHANICAL LAYOUT CONSTR. Typ- M.5.41 MECHANICAL DETAILS CODE ED1-~ ION ca M.6.01 MECHANICAL SCHEDULES FLOOD ZON FL ® r �f._, : ti R ' YES NO ;mac�^�` MIVi' O ILk! >arr-s�4ace kG �.r ELECTRICAL RADIAN., E.4.01 ELECTRICAL ABBREVIATIONS, LEGEND AND SPECIFICATIONS NO E.1.01 ELECTRICAL SITE PLAN E.1,02 LIGHTING LAYOUT E.1.03 POWER AND SYSTEMS E.1.04 PEDESTAL GROUNDING LAYOUT 1 MAR.10/05 BREAK ROOM DELETED 0 FEB.16/05 ISSUED FOR CONSTRUCTION C JAN.24/05 DWGS E.1.04, E.1.05, E.6.01 REV. B JAN-20/05 ISSUED AS 95% COMPLETE A JAN,7/05 ISSUED AS 75% COMPLETE Fo. Date Action MAR 12005 )(/�� 6YD 8.Y0 City of Santa Ana:,:, . ? 4to ',, . . �'4 Y 1 _FLB Ls-ri Prime Consultant: .x� I M 0 R R I S O N E R S LI F I E L D Suite 223 — 5994 V Los Positas Blvd. Pleasanton, San Francisco, CA 94588 Tel: 925-574-2122 Fax: 925-828-6022 Project No.: 9053003.01 Issue No, Issue Date: MAR.10/05 Drawing File: 9053003.01.A.0.00 1 12 3 4 15 6 ABBREVIATIONS LEGEND CON'T GENERAL NOTES MATERIAL (USE AS APPLICABLE) A/C AIR CONDITIONING UNIT JT JOINT ELEVATION LOCATION 1. WORK SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND REGULATIONS. ALL O�OQ OOD�� EARTH, CRUSHED ROCK GRAVEL ACT ACOUSTICAL CEILING TILE LYR LAYER NECESSARY LICENSES, CERTIFICATES, ETC., REQUIRED BY AUTHORITY HAVING JURISDICTION AFF ABOVE FINISHED FLOOR LAM LAMINATED GRADE SHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR, ALT ALTERNATE LF LINEAR FOOT rh EL.0.0 ELEVATION INDICATOR 2, PROVIDE SEISMIC DESIGN TO MEET ZONE 4 PER 1997 UBC. EARTHWORK, COMPACTED FILL ALUM AHR ALUMINUM ANCHOR MFR MAIL MANUFACTURER MATERIAL 3. MORRISON HERSHFIELD CORPORATION HAS NOT CONDUCTED, NOR DOES IT INTEND TO ELEVATION VALUE L ANGLE MAX MAXIMUM CONDUCT ANY INVESTIGATION AS TO THE PRESENCE OF HAZARDOUS MATERIAL, INCLUDING,%�j� EARTH, UNDISTURBED ARCH PM MECH MECHANICAL BUT NOT LIMITED TO, ASBESTOS WITHIN THE CONFINES OF THIS PROJECT. MORRISON © AT MH MANHOLE HERSHFIELD CORPORATION DOES NOT ACCEPT RESPONSIBILITY FOR THE INDEMNIFICATION, BD BOARD MIN MINIMUM THE REMOVAL, OR ANY EFFECTS FROM THE PRESENCE OF THESE MATERIALS. IF EVIDENCED p CONCRETE BFF BELOW FINISH FLOOR MISC MISCELLANEOUS OF HAZARDOUS MATERIALS IS FOUND, WORK IS TO BE SUSPENDED AND THE OWNER n. BFG BELOW FINISH GRADE MO MASONRY OPENING 1 2 NOTIFIED. THE CONTRACTOR IS NOT TO PROCEED WITH FURTHER WORK UNTIL INSTRUCTED BILK BLOCK MPH MILES PER HOUR BY THE OWNER IN WRITING. CMU BLOCK BM BEAM MTL METAL 4. ALL MATERIAL FURNISHED UNDER THIS CONTRACT SHALL BE NEW, UNLESS OTHERWISE BO BY OTHERS NIC NOT IN CONTRACT GRID INDICATOR NOTED. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND Consultant: BOT BUR BOTTOM BUILT-UP ROOFING NOM NTS NOMINAL NOT TO A WITH GRID LINES WORKMANSHIP. THE CONTRACTOR SHALL REPAIR OR REPLACE AT HIS EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN SAID PERIOD OF TIME BRICK PATTERN, COMMON CER CERAMIC OC SCALE ON CENTER OR FOR ONE YEAR AFTER THE FINAL ACCEPTANCE OF THE ENTIRE PROJECT, WHICHEVER IS CJ CONTROL JOINT OD OUTSIDE DIAMETER GREATER, CL CENTER LINE OH DR OVERHEAD DOOR 5. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR BRICK, RUNNING BOND ELEVATION M Q R R I S 0 N CLG CEILING OPNG OPENING VERIFYING ALL EXISTING CONDITIONS AND UTILITIES AT THE JOB SITE BEFORE WORK IS HE F I E L D CLR CLEAR OPP OPPOSITE STARTED. NO CLAIMS FOR EXTRA COMPENSATION FOR WORK WHICH COULD HAVE BEEN R S H CMU CONCRETE MASONRY UNIT OZ OUNCE ELEVATION REFERENCE � FORESEEN BY AN INSPECTION, WHETHER SHOWN ON THE CONTRACT DOCUMENTS OR NOT, STEEL Em Suite 223 — 5994 W. Las Positas Blvd, CPT CARPET FL PLATE WILL BE ACCEPTED OR PAID. COL COLUMN PLYWD PLYWOOD A Pleasanton, San Francisco, CA 94588 CONC CONCRETE PR PAIR 6. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR Tel: 925-574-2122 Fax: 925-828-6022 CONSTR CONSTRUCTION PSI POUNDS PER SQUARE INCH VERIFYING DIMENSIONS AND CONDITIONS AT THE JOB SITE WHICH COULD AFFECT THE WORK WOOD FRAMING CONTINUOUS A C B UNDER THIS CONTRACT. ALL MANUFACTURERS RECOMMENDED SPECIFICATIONS, EXCEPT C CTT CONTINUOUS CERAMIC TILE P PTT POUNDS PER SQUARE FOOT PRESSURE TREATED A.2.02 INTERIOR WALL REFERENCE THOSE SPECIFICATIONS HEREIN, WHERE MOST STRINGENT SHALL BE COMPLIED WITH. �� WOOD BLOCKING OR SHIM CTR CENTER R RADIUS INDICATORS 7. THE CONTRACTOR SHALL VERIFY ALL DESIGN DIMENSIONS INDICATED WITH FIELD C/W COMPLETE WITH RD ROOF DRAIN © MEASUREMENTS. OF DIA ib / DRINKING FOUNTAIN DIAMETER RECPT REINF RECEPTACLE>p REINFORCED/REINFORCING 8. THE CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS FOR STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL, OR ARCHITECTURAL WORK. PLASTIC ON PLYWOOD READ REQUIREDL DIN DOWN RM ROOM SHEET WHERE DRAWN so171 DS DOWNSPOUT 9, THE CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST BETWEEN THE LOCATIONS OF INSULATION, RIGID BOARD DE DET DETAIL RO ROUGH OPENING ANY AND ALL MECHANICAL, ELECTRICAL, PLUMBING, OR STRUCTURAL ELEMENTS, AND THAT EA EACH RTU ROOF TOP UNIT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE MET. NOTIFY THE PM ElFS EXTERIOR INSULATION ROW RIGHT OF WAY ELEVATION LETTER REFERENCE OF ANY CONFLICTS. THE PM HAS THE RIGHT TO MAKE MINOR MODIFICATIONS IN THE DESIGN OF THE CONTRACT WITHOUT THE CONTRACTOR GETTING ADDITIONAL COMPENSATION. INSULATION LOOSE FILL ®� , r j AND FINISH SYSTEM SCHED SCHEDULE EJ EXPANSION JOINT SECT SECTION 10, DO NOT SCALE THE DRAWINGS, DIMENSIONS ARE EITHER TO THE FACE OF FINISHED ELEC ELECTRIC/ELECTRICAL SF SQUARE FOOT A ELEMENTS OR TO THE CENTER LINE OF ELEMENTS, UNLESS NOTED OTHERWISE, CRITICAL EL ELEVATION Sim SIMILAR ELEVATION INDICATORS DIMENSIONS SHALL BE VERIFIED WITH THE PM. EP ELECTRICAL PANEL SP SPLICE POINT �2.10 EQ EQUAL SO FT SQUARE FOOT L 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEAN UP OF ALL TRADES AND EW EACH WAY SST STAINLESS STEEL SHEET WHERE DRAWN REMOVE ALL DEBRIS FROM THE CONSTRUCTION SITE. AT THE COMPLETION OF THE EXP EXT EXPANSION EXTERIOR STD STIL LNTL STANDARD STEEL LINTEL PROJECT, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING, SITE, AND ANY OTHER SURROUNDING AREAS TO A BETTER THAN NEW CONDITION. angular EXIST EXISTING STOR STORAGE 12, THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK FD FLOOR DRAIN STRUCT STRUCTURAL DETAIL NUMBER DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO FEC FIRE EXTINGUISHER CABINET SAT SUSPENDED ACOUSTICAL TILE APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. WIRELESS FF FINISHED FLOOR TEMP TEMPORARY F FIRE HOSE CABINET T THICKNESS 13, THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. A FIN FINISH TOS TOP OF STEEL A.2.02 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING FIN FLR FINISH FLOOR TYP TYPICAL CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE FLR FLOOR UNO UNLESS NOTED OTHERWISE CONTRACTOR SHALL NOTIFY THE PM OF ANY . DAMAGE TO THE BUILDING SITE OR ANY S A N TA A N A FS FINISHED SURFACE U/S UNDERSIDE ADJACENT STRUCTURES AROUND THE PROJECT. THE PM SHALL BE SOLE AND FINAL JUDGE FTG FOOTING VCT VINYL COMPOSITION TILE SHEET WHERE DRAWN AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION, ANY ADDITIONAL MODIFICATIONS SWITCH FACILITY GA GAUGE VIF VERIFY IN FIELD /' `\ WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. GALV GALVANIZED VERT VERTICAL / DETAIL REFERENCE 417 VY �A� WARNER AVE. GEN GENERAL W/ WITH ( INDICATOR 15, WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR . GYP GYPSUM WD WOOD l SIMILAR CONDITIONS, EVEN THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR c� 1t SA! NTA ANA, CA 9 2 707 - 3441 REFERRED TO IN THE SPECIFICATIONS, UNLESS NOTED OTHERWISE. GYP BD GYPSUM BOARD WWM WELDED WIRE MESH \ / HCP HANDICAPPED HK HM HOOK HOLLOW METAL L� LIMITS OF DETAIL ((� '(IbVtlfjE:+ bpgC-:SS /3a(Tt pomr-WAS LET" L&A%T six irr`4k eS H((?o HORIZ HORIZONTAL whl�CN `3�tt-t-be iJ`tLY1$iFsC� RC33Ni iZGAf�j,W�t'tit HR HOUR HT HEIGHT SECTION LETTER REFERENCE F HP HIGH POINT 11. -VLAd,�,S fp( 1HE fOLLO II#3J `34STC-AAS '514AtL 13E 9u&h([[C_b IN5UL INT INSULATION INTERIOR r _ (110M Ct)pleS� 'to THL 3UILVj (1. Cn �VAZ*Uoevt F0(2 F(9- � OBJECT REFERENCED PARTIAL SECTION 'j>�?QA�(LY',� eP1 APP OVAL � N-10k 70 (NSrAUAt1W : �IRk SPOIAget.tz dl A REFERENCE A.2.02 — _ _ INDICATORS f((?t A AQA, (-(f2C C3tgPPQ�S�IpttJ 9 s'rt:MS. 0 ISSUED FOR CONSTRUCTION FEB.16/05 ERG LEGEND SHEET WHERE DRAWN 116 • "TX(T++ N&OS, SMALL 79t ika S( U)CfC eP_'5' "A M(Np MUM O'F S(K B ISSUED AS 95� COMPLETE JAN.20/05 ERG 1 G) 1 � kKP_ S H 116 H W Orr A STi� oY E 0 � )36 t-ES S 7r(kou 3/y / &)W t-uM( MAI4c.G ow fAte a)f SIWO SIPJALC ZE 90 LGX OJOM OM pLAt)j A ISSUED AS 75% COMPLETE JAN.7/05 ERG SECTION/DETAIL REFERENCE Mark Description Date By BUILDING AEXISTING REVISION INDICATOR A SECTION/DETAIL INDICATOR FOR "CX(T" 0,((2mS `ffAL-C E: ELC-C_Tj?tCALLY ILLUMtNAr1C&_b Project No.: 9053003.01 OBJECT LINE A.2.02 SMALL CONDITIONS 13CREPA j tE CIR !LA(t5 900W ") &LECTRKAL L . IfLoko Date: DEC. 1 7/04 SHEET WHERE DRAWN '> Cs� , Ome tare W AP,"I�r_ C.- IZW (TS .5MLL T3E V4C,©e t`NaC #:M fLC'y►�,�C4 LtGd4Z(x3G iSVE Crao't� C3� PLd +a • Drawn: E. G0BB0� DEMOLITION LINE Design: H, WIJAYASIRI °2 6X (T ''tooeS sK4LL 1 F_ OVC-i3 ` 6L& ftfjtQM TE{t, t #391b& WIT)104t Checked: L. SfU NEW CONSTRUCTION WO WINDOW TYPE REFERENCE: DETAIL- NUMBERS LINE INDICATOR TRE,- uSe of A u'I''4° iDP- AK)Y Er_(�\L 'iaXt,J{.,Fb&& C* 9ft'-i CAD Dwg. File: 9053003.01.A.0.01 SECTIONS/ ELEVATIONS- LETTER DRAWING TITLE (SECTION, DETAIL, ELEVATION) ??00 166 EK (T DO NOT SCALE DRAWINGS, CONTRACTOR MUST VERIFY ALL DIMENSIONS C,��_ �� ,�cA�� AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS, NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED ROOM • 101 ROOM IDENTIFIER TITLE WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS A DETAIL, SECTION OR t1 1:1 01 1)2" AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD. ELEVATION DRAWING NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING ROOM NUMBER LW1 BLOCK TITLE T re CONSTRUCTION REVIEW OF THIS PROJECT. DRAWING SCALE GRAPHIC SCALE s i. F a Sheet Title: ' ARCHITECTURAL WALL TYPE INDICATOR _. DISCIPLINE DESIGNATOR ..� `...-; ` ABBREVIATIONS, GENERAL A..01 DRAWING NUMBERS NOTES AND LEGEND 00 N _ .. KEYNOTE INDICATOR L-L SEQUENTIAL SHEET NUMBER SHEET TYPE ... ;" < .,.. ... SHEET TYPE: 0 — GENERAL 4 — LARGE SCALE VIEWS � �� , �__t �.��"� `��'' 1 — PLANS 5 — DETAILS ., _... A. 0, 0 1 2 — ELEVATIONS 6 — SCHEDULES�` 3 - SECTIONS �r 191 PART 1. GENERAL 1, INTENT 1. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS ACCOMPANYING THEM DESCRIBE THE WORK TO BE DONE AND THE MATERIALS TO BE FURNISHED FOR THE CONSTRUCTION OF THIS PROJECT. E 2. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND SUPPLEMENTARY. HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED OR SPECIFIED ON ONE AND NOT THE OTHER, IT SHALL BE DONE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED IN BOTH. 3. THE INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND MATERIALS REASONABLY NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK AS STIPULATED IN THE CONTRACT. 4. THE PURPOSE OF THE SPECIFICATIONS IS TO INTERPRET THE INTENT OF THE DRAWINGS AND TO DESIGNATE THE METHOD OF THE PROCEDURE, TYPE AND QUALITY OF MATERIALS REQUIRED TO COMPLETE THE WORK. 5. MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTICIPATED AND SHALL BE CONSIDERED AS PART OF THE WORK. NO CHANGES THAT ALTER THE CHARACTER OF THE WORK WILL BE MADE OR PERMITTED BY THE PROJECT MANAGER WITHOUT ISSUING A CHANGE ORDER. 6. IT SHALL BE THE RESPONSIBILITY of THE CONTRACTOR TO SAFEGUARD ALL EXISTING STRUCTURES OR BURIED SERVICES AFFECTED BY THIS CONSTRUCTION. ON ANY NEW STRUCTURAL FRAMING, DO NOT EXCEED THE DESIGN LOADINGS INDICATED ON THESE DRAWINGS. 7. MAKE ADEQUATE PROVISIONS FOR CONSTRUCTION STRESSES AND PROVIDE SUFFICIENT TEMPORARY BRACING AND SHORING TO KEEP THE STRUCTURE PLUMB AND LEVEL DURING ALL PHASES OF WORK. 8. DO NOT USE THESE DRAWINGS FOR ANY OTHER SITE. D i IN t i d m 2 a S N C '# A 0 r 0 a 6 ,C W i M C> CS M 0 0 0 ¢i Eo Ca i 5 3 2. CONFLICTS 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMENTS AT THE SITE BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK. NO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE CONTRUCTION DRAWINGS. ANY SUCH DISCREPANCY IN DIMENSION WHICH MAY BE FOUND SHALL BE SUBMITTED TO THE PROJECT MANAGER FOR CONSIDERATION BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK IN THE AFFECTED AREAS. 2. THE BIDDER, IF AWARDED THE CONTRACT, WILL NOT BE ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY MATTER OR THING CONCERNING WHICH SUCH BIDDER MIGHT HAVE FULLY INFORMED HIMSELF PRIOR TO THE BIDDING. 3. NO PLEA OF IGNORANCE OF CONDITIONS THAT EXIST, OR OF DIFFICULTIES OR CONDITIONS THAT MAY BE ENCOUNTERED OR OF ANY OTHER RELEVANT MATTER CONCERNING THE WORK TO BE PERFORMED IN THE EXECUTION OF THE WORK WILL BE ACCEPTED AS AN EXCUSE FOR ANY FAILURE OR OMISSION ON THE PART OF THE CONTRACTOR TO FULFILL EVERY DETAIL OF ALL THE REQUIREMENTS. 3.CONTRACTS AND WARRANTIES 1. "AIA DOCUMENT A107", 1997 EDITION, ABBREVIATED FORM OF AGREEMENT BETWEEN PROJECT MANAGER AND CONTRACTOR HAS BEEN MODIFIED AND WILL BE EMPLOYED FOR CONTRACT PURPOSES, INCLUDING SUPPLEMENTARY CONDITIONS. 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE BUILDING PERMIT AT THE LOCAL JURISDICTION AS THE CONTRACTOR OF RECORD, AND PROVIDE LOCAL JURISDICTION WITH ALL PROOF REQUIRED TO OPERATE AS A CONTRACTOR IN THAT JURISDICTION. THE CONTRACTOR SHALL BE REIMBURSED ONLY THE AMOUNT OF ANY FEE PAID AS FOLLOWS: A. PLAN REVIEW FEE B. BUILDING PERMIT FEE C. CONNECTIONS AND INSPECTIONS FEE D. DEVELOPMENT FEE. (IF APPLICABLE) 3. THE CONTRACTOR IS RESPONSIBLE FOR APPLICATION AND PAYMENT OF CONTRACTOR LICENSES AND BONDS. 4. STORAGE ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY FASHION AND IN A MANNER THAT DOES NOT NECESSARILY OBSTRUCT THE FLOW OF OTHER WORK. ANY STORAGE METHOD MUST MEET ALL RECOMMENDATIONS OF THE ASSOCIATED MANUFACTURER, 5_. CLEAN UP 1. THE CONTRACTOR SHALL AT ALL TIMES KEEP THE SITE FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS EMPLOYEES AT WORK AND AT THE COMPLETION OF THE WORK, HE SHALL REMOVE ALL RUBBISH FROM AND ABOUT THE BUILDING AREA, INCLUDING ALL HIS TOOLS, SCAFFOLDING, AND SURPLUS MATERIALS AND SHALL LEAVE HIS WORK CLEAN AND READY FOR USE. 2. EXTERIOR: VISUALLY INSPECT EXTERIOR SURFACES AND REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER. A. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFACES. B. IF NECESSARY TO ACHIEVE A UNIFORM DEGREE OF CLEANLINESS, HOSE DOWN THE EXTERIOR OF THE STRUCTURE. 3. INTERIOR: VISUALLY INSPECT INTERIOR SURFACE AND REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER FROM WALLS f FLOOR f CEILING. A. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFACES. B. REMOVE PAINT DROPPINGS, SPOTS, STAINS AND DIRT FROM FINISHED SURFACES. 4. CONTRACTOR SHALL WASH AND WAX FLOOR PRIOR TO FINAL ACCEPTANCE. FLOOR WAX SHALL BE OF THE ANTI -STATIC TYPE. 1. CHANGE ORDER MAY BE INITIATED BY THE PROJECT MANAGER AND/OR THE CONTRACTOR INVOLVED. THE CONTRACTOR, UPON VERBAL REQUEST FROM THE PROJECT MANAGER SHALL PREPARE A WRITTEN PROPOSAL DESCRIBING THE CHANGE IN WORK OR MATERIALS AND ANY CHANGES IN THE CONTRACT AMOUNT AND PRESENT TO THE PROJECT MANAGER FOR APPROVAL. SUBMIT REQUESTS FOR SUBSTITUTIONS IN THE FORM AND IN ACCORDANCE WITH PROCEDURES REQUIRED FOR CHANGE ORDER PROPOSALS. ANY CHANGES IN SCOPE OF WORK OR MATERIALS WHICH ARE PERFORMED BY THE CONTRACTOR WITHOUT A WRITTEN CHANGE ORDER AS DESCRIBED AND APPROVED BY THE PROJECT MANAGER SHALL PLACE FULL RESPONSIBILITY OF THESE ACTIONS ON THE CONTRACTOR. 7. RELATED DOCUMENTS AND COORDINATION 1, IN PERFORMANCE OF THE WORK, THE CONTRACTOR MUST REFER TO ALL DRAWINGS, ALL COORDINATION TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 8. SHOP DRAWINGS 1, THE CONTRACTOR TO SUBMIT SHOP DRAWINGS AS REQUIRED AND AS INDICATED ON THESE DRAWINGS TO THE PROJECT MANAGER FOR APPROVAL. 2. ALL SHOP DRAWINGS SHALL BE REVIEWED, CHECKED, AND CORRECTED BY CONTRACTOR PRIOR TO SUBMITTAL TO THE PROJECT MANAGER. 9. PRODUCTS AND SUBSTITUTIONS 1. SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN EACH REQUEST IDENTIFY THE PRODUCT OR FABRICATION OR INSTALLATION METHOD TO BE REPLACED BY THE SUBSTITUTION. INCLUDE RELATED SPECIFICATION SECTION AND DRAWING NUMBERS AND COMPLETE DOCUMENTATION SHOWING COMPLIANCE WITH THE REQUIREMENTS FOR SUBSTITUTIONS. 2. SUBMIT ALL NECESSARY PRODUCT DATA AND CUT SHEETS WHICH PROPERLY INDICATE AND DESCRIBE THE ITEMS, PRODUCTS, AND MATERIALS BEING INSTALLED, THE CONTRACTOR SHALL, IF DEEMED NECESSARY BY THE PROJECT MANAGER, SUBMIT ACTUAL SAMPLES TO THE PROJECT MANAGER FOR APPROVAL IN LIEU OF CUT SHEETS, 10. QUALITY ASSURANCE 1. ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS, THESE SHALL INCLUDE BUT NOT BE LIMITED TO THE LATEST VERSION OF THE FOLLOWING: CALIFORNIA BUILDING CODE NATIONAL ELECTRICAL CODE (NEC) WITH LOCAL AMENDMENTS UNDERWRITER LABORATORIES APPROVED ELECTRICAL PRODUCTS AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS (RISC) LIFE SAFETY CODE NFPA - 101 ANSI/EIA - 222 - E 11. ADMINISTRATION 1. BEFORE THE COMMENCEMENT OF ANY WORK, THE CONTRACTOR WILL ASSIGN A PROJECT MANAGER WHO WILL ACT AS A SINGLE POINT OF CONTACT FOR ALL PERSONNEL INVOLVED IN THIS PROJECT. THIS PROJECT MANAGER WILL DEVELOP A MASTER SCHEDULE FOR THE PROJECT WHICH WILL BE SUBMITTED TO THE PROJECT MANAGER PRIOR TO THE COMMENCEMENT OF ANY WORK. 2. SUBMIT A BAR CHART TYPE PROGRESS NOT MORE THAN 3 DAYS AFTER THE DATE ESTABLISHED FOR COMMENCEMENT OF THE WORK ON THE SCHEDULE. INDICATE A TIME BAR FOR EACH MAJOR CATEGORY OR UNIT OF WORK TO BE PERFORMED AT SITE, PROPERLY SEQUENCED AND COORDINATED WITH OTHER ELEMENTS OF WORK, SHOW COMPLETION OF THE WORK SUFFICIENTLY IN ADVANCE OF THE DATE ESTABLISHED FOR SUBSTANTIAL COMPLETION OF THE WORK. 3. PRIOR TO COMMENCING CONSTRUCTION, THE PROJECT MANAGER SHALL SCHEDULE AN "ON -SITE" MEETING WITH ALL MAJOR PARTIES. THIS WOULD INCLUDE (THOUGH NOT LIMITED TO) THE PROJECT MANAGER, AND PM. 4. THE CONTRACTOR SHALL BE EQUIPPED WITH SOME MEANS OF CONSTANT COMMUNICATIONS, SUCH AS A MOBILE PHONE OR A BEEPER. THIS EQUIPMENT WILL NOT BE SUPPLIED BY THE PROJECT MANAGER NOR WILL CELLULAR SERVICE BE ARRANGED. 5. DURING CONSTRUCTION, CONTRACTOR MUST ENSURE THAT EMPLOYEES AND SUBCONTRACTORS WEAR HARD HATS AT ALL TIMES, THE CONTRACTOR MUST COMPLY WITH ALL APPLICABLE OSHA REQUIRMENTS. 6. PROVIDE DAILY UPDATES ON SITE PROGRESS, EITHER VERBAL OR WRITTEN, 7. COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION. 8. THE PROJECT MANAGER SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE OF CONCRETE POURS, STEEL ERECTIONS, AND POWER INTERRUPTIONS. 9. THE CONTRACTOR SHALL PROVIDE FULL TIME SUPERVISION FOR THEIR OWN PRE -APPROVED SUBCONTRACTORS. 12. INSURANCE AND BONDS 1. THE CONTRACTOR SHALL AT HIS OWN EXPENSE CARRY AND MAINTAIN FOR THE DURATION OF THE PROJECT ALL INSURANCE AS REQUIRED AND SHALL NOT COMMENCE WITH HIS WORK UNTIL HE HAS PRESENTED A CERTIFICATE OF INSURANCE STATING ALL COVERAGES TO THE CONTRACTOR WHO SHALL, IN TURN, FORWARD A COPY OF ALL CERTIFICATES TO THE PROJECT MANAGER. 13. TEMPORARY FACILITIES 1. WATER : OBTAIN WATER FROM EXISTING BUILDING, 2. ELECTRIC : CONNECT TO EXISTING BUILDING SERVICE OR PANEL AS APPROVED BY PROJECT MANAGER. 3. SANITARY : PROVIDE TEMPORARY TOILETS AS REQUIRED BY LOCAL AUTHORITIES. DO NOT USE PROJECT MANAGER'S FACILITIES. 14, PROTECTION 1. PROVIDE DUST AND SMOKE SCREENS TO SEPARATE WORK AREAS FROM OCCUPIED AREAS TO THE SATISFACTION OF THE PROJECT MANAGER, 15, CINGULAR WIRELESS MOP 1. OBTAIN COPY OF CINGULAR WIRELESS MOP FROM PROJECT MANAGER. STRICTLY ADHERE TO THE DIRECTIONS OF THE DOCUMENT. 16. CUTTING & PATCHING 1. EXISTING MATERIALS: USE MATERIALS IDENTICAL TO EXISTING MATERIALS. FOR EXPOSED SURFACES, USE MATERIALS THAT VISUALLY MATCH ADJACENT SURFACES TO THE FULLEST EXTENT POSSIBLE. 2. RESPONSIBILITY: IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO CO-ORDINATE HIS SUBTRADES AND SUBCONTRACTORS TO DELIVER A PROJECT AS INDICATED ON CONTRACT DOCUMENTS. 3. CUTTING: CUT EXISTING CONSTRUCTION AS INDICATED ON CONTRACT DOCUMENTS AND TO FACILITATE CONSTRUCTION, BY DRILLING, BREAKING, CHIPPING, GRINDING, AND SIMILAR OPERATIONS INCLUDING EXCAVATION. USE OF EXPLOSIVES OR HIGH IMPACT PROCEDURES ARE NOT PERMITTED. 4. PATCHING: PATCH CONSTRUCTION BY FILLING, REFINISHING, CLOSING -UP, AND SIMILAR OPERATIONS FOLLOWING PERFORMANCE OF OTHER WORK. PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS POSSIBLE AS DETERMINED BY THE PROJECT MANAGER OR THE OWNER. 5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE CUTTING AND PATCHING OF ALL KEYPAD AND EXTERIOR PANEL REMOVAL AREAS. 17. CLOSEOUT PROCEDURES 1. SUBSTANTIAL COMPLETION: BEFORE REQUESTING INSPECTION FOR DETERMINING DATE OF SUBSTANTIAL COMPLETION, COMPLETE THE FOLLOWING. A, PREPARE A LIST OF ITEMS TO BE COMPLETED AND CORRECTED (PUNCH LIST), THE VALUE OF ITEMS ON THE LIST, AND REASONS WHY THE WORK IS NOT COMPLETE, B. ADVISE PROJECT MANAGER OF PENDING INSURANCE CHANGEOVER REQUIREMENTS. C. SUBMIT SPECIFIC WARRANTIES, WORKMANSHIP BONDS, MAINTENANCE SERVICE AGREEMENTS, FINAL CERTIFICATIONS, AND SIMILAR DOCUMENTS, D. OBTAIN AND SUBMIT RELEASES PERMITTING PROJECT MANAGER UNRESTRICTED USE OF THE WORK AND ACCESS TO SERVICES AND UTILITIES. INCLUDE OCCUPANCY PERMITS, OPERATING CERTIFICATES, AND SIMILAR RELEASES. E. PREPARE AND SUBMIT PROJECT RECORD DOCUMENTS, OPERATION AND MAINTENANCE MANUALS, FINAL COMPLETION CONSTRUCTION PHOTOGRAPHS AND PHOTOGRAPHIC NEGATIVES, DAMAGE OR SETTLEMENT SURVEYS, PROPERTY SURVEYS, AND SIMILAR FINAL RECORD INFORMATION. F. DELIVER TOOLS, SPARE PARTS, EXTRA MATERIALS, AND SIMILAR ITEMS TO LOCATION DESIGNATED BY PROJECT MANAGER, LABEL WITH MANUFACTURER'S NAME AND MODEL NUMBER WHERE APPLICABLE, G. MAKE FINAL CHANGEOVER OF PERMANENT LOCKS AND DELIVER KEYS TO PROJECT MANAGER, ADVISE PROJECT MANAGER'S PERSONNEL OF CHANGEOVER IN SECURITY PROVISIONS. H. COMPLETE STARTUP TESTING OF SYSTEMS, L SUBMIT TEST/ADJUST/BALANCE RECORDS. J. TERMINATE AND REMOVE TEMPORARY FACILITIES FROM PROJECT SITE, ALONG WITH MOCKUPS, CONSTRUCTION TOOLS, AND SIMILAR ELEMENTS, K. COMPLETE FINAL CLEANING REQUIREMENTS, INCLUDING TOUCHUP PAINTING. L. TOUCH UP AND OTHERWISE REPAIR AND RESTORE MARRED EXPOSED FINISHES TO ELIMINATE VISUAL DEFECTS, 2. INSPECTION: SUBMIT A WRITTEN REQUEST FOR INSPECTION FOR SUBSTANTIAL COMPLETION. ON RECEIPT OF REQUEST, PM WILL EITHER PROCEED WITH INSPECTION OR NOTIFY CONTRACTOR OF UNFULFILLED REQUIREMENTS. PM WILL PREPARE THE CERTIFICATE OF SUBSTANTIAL COMPLETION AFTER INSPECTION OR WILL NOTIFY CONTRACTOR OF ITEMS, EITHER ON CONTRACTOR'S LIST OR ADDITIONAL ITEMS IDENTIFIED BY PM, THAT MUST BE COMPLETED OR CORRECTED BEFORE CERTIFICATE WILL BE ISSUED. A. REINSPECTION: REQUEST REINSPECTION WHEN THE WORK IDENTIFIED IN PREVIOUS INSPECTIONS AS INCOMPLETE IS COMPLETED OR CORRECTED, B. RESULTS OF COMPLETED INSPECTION WILL FORM THE BASIS OF REQUIREMENTS FOR FINAL COMPLETION. 3. FINAL COMPLETION: BEFORE REQUESTING FINAL INSPECTION FOR DETERMINING DATE OF FINAL COMPLETION, COMPLETE THE FOLLOWING: A, SUBMIT A FINAL APPLICATION FOR PAYMENT. B. SUBMIT CERTIFIED COPY OF PM'S SUBSTANTIAL COMPLETION INSPECTION LIST OF ITEMS TO BE COMPLETED OR CORRECTED (PUNCH LIST), ENDORSED AND DATED BY PM, THE CERTIFIED COPY OF THE LIST SHALL STATE THAT EACH ITEM HAS BEEN COMPLETED OR OTHERWISE RESOLVED FOR ACCEPTANCE, C. INSTRUCT OWNER'S PERSONNEL IN OPERATION, ADJUSTMENT, AND MAINTENANCE OF PRODUCTS, EQUIPMENT, AND SYSTEMS. D. INSPECTION: SUBMIT A WRITTEN REQUEST FOR FINAL INSPECTION FOR ACCEPTANCE. ON RECEIPT OF REQUEST, PM WILL EITHER PROCEED WITH INSPECTION OR NOTIFY CONTRACTOR OF UNFULFILLED REQUIREMENTS. PM WILL PREPARE A FINAL CERTIFICATE FOR PAYMENT AFTER INSPECTION OR WILL NOTIFY CONTRACTOR OF CONSTRUCTION THAT MUST BE COMPLETED OR CORRECTED BEFORE CERTIFICATE WILL BE ISSUED. E. REINSPECTION: REQUEST REINSPECTION WHEN THE WORK IDENTIFIED IN PREVIOUS INSPECTIONS AS INCOMPLETE IS COMPLETED OR CORRECTED. 4, LIST OF INCOMPLETE ITEMS (PUNCH LIST) PREPARATION: SUBMIT THREE COPIES OF LIST. INCLUDE NAME AND IDENTIFICATION OF EACH SPACE AND AREA AFFECTED BY CONSTRUCTION OPERATIONS FOR INCOMPLETE ITEMS AND ITEMS NEEDING CORRECTION INCLUDING, IF NECESSARY, AREAS DISTURBED BY CONTRACTOR THAT ARE OUTSIDE THE LIMITS OF CONSTRUCTION. USE CSI FORM 14.1A. 18. PROJECT RECORD DOCUMENTS: DO NOT USE PROJECT RECORD DOCUMENTS FOR CONSTRUCTION PURPOSES. PROTECT PROJECT RECORD DOCUMENTS FROM DETERIORATION AND LOSS. PROVIDE ACCESS TO PROJECT RECORD DOCUMENTS FOR PM'S REFERENCE DURING NORMAL WORKING HOURS. INSERT REQUIREMENTS FOR CORRECTED, REPRODUCIBLE COPIES OF CONTRACT DRAWINGS OR RECORD CAD DRAWINGS IF NEEDED. 19, OPERATION AND MAINTENANCE MANUALS: ASSEMBLE A COMPLETE SET OF OPERATION AND MAINTENANCE DATA INDICATING THE OPERATION AND MAINTENANCE OF EACH SYSTEM, SUBSYSTEM, AND PIECE OF EQUIPMENT NOT PART OF A SYSTEM. INCLUDE OPERATION AND MAINTENANCE DATA REQUIRED IN INDIVIDUAL SPECIFICATION SECTIONS AND AS FOLLOWS: A. OPERATION DATA: INCLUDE EMERGENCY INSTRUCTIONS AND PROCEDURES, SYSTEM AND EQUIPMENT DESCRIPTIONS, OPERATING PROCEDURES, AND SEQUENCE OF OPERATIONS, B. MAINTENANCE DATA: INCLUDE MANUFACTURER'S INFORMATION, LIST OF SPARE PARTS, MAINTENANCE PROCEDURES, MAINTENANCE AND SERVICE SCHEDULES FOR PREVENTIVE AND ROUTINE MAINTENANCE, AND COPIES OF WARRANTIES AND BONDS. 20. FINAL CLEANING 1. PROVIDE FINAL CLEANING. CONDUCT CLEANING AND WASTE -REMOVAL OPERATIONS TO COMPLY WITH LOCAL LAWS, ORDINANCES, FEDERAL AND LOCAL ENVIRONMENTAL AND ANTI -POLLUTION REGULATIONS. EMPLOY EXPERIENCED COMPUTER ROOM CONTAMINATION -CONTROL WORKERS FOR FINAL CLEANING. CLEAN EACH SURFACE OR UNIT TO CONDITION EXPECTED IN A DATA CENTER FACILITY AND MAINTENANCE PROGRAM, COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. A, TOUCH UP AND OTHERWISE REPAIR AND RESTORE MARRED, EXPOSED FINISHES AND SURFACES. REPLACE FINISHES AND SURFACES THAT CANNOT BE SATISFACTORILY REPAIRED OR RESTORED OR THAT ALREADY SHOW EVIDENCE OF REPAIR OR RESTORATION. DO NOT PAINT OVER "UL" AND SIMILAR LABELS, INCLUDING MECHANICAL AND ELECTRICAL NAMEPLATES. B. CLEAN PLUMBING FIXTURES TO A SANITARY CONDITION, FREE OF STAINS, INCLUDING STAINS RESULTING FROM WATER EXPOSER. C. REPLACE DISPOSABLE AIR FILTERS AND CLEAN PERMANENT AIR FILTERS. CLEAN EXPOSED SURFACES OF DIFFUSERS, RESISTERS, AND GILLS. D. ADJUST LIGHT FIXTURES, LAMPS, GLOBES, REFLECTORS AND ALL LIGHTING SUPPORTS TO FUNCTION WITH FULL EFFICIENCY. REPLACE BURNED -OUT BULBS AND THOSE NOTICEABLE DIMMED BY HOURS OF USE AND DEFECTIVE AND NOISY STARTERS IN FLOURESCENT AND MERCURY VAPOR FIXTURES TO COMPLY WITH REQUIREMENTS FOR NEW FIXTURES. E. ALL SWITCH ROOM SURFACES SHALL BE THOROUGHLY DECONTAMINATED INCLUDING LIGHT FIXTURES, LIGHTING SUPPORTS, WINDOWS, DOORS, WALLS. SPECIAL DUST CLOTHS THAT ARE IMPREGNATED WITH A PARTICLE ABSORBENT MATERIAL ARE TO BE USED IN THE SURFACE DECONTAMINATION PROCESS, OR VACUUM AS APPROPRIATE. DO NOT USE GENERIC DUST RAGS OR FABRIC CLOTHS, DO NOT USE ANY CHEMICALS, WAXES OR SOLVENTS. F. VACUUM AND DAMP MOP SURFACE AND UNDERSIDE OF RAISED FLOOR. THE RAISED FLOOR'S SUPPORTING GRID SYSTEM SHALL BE THOROUGHLY DECONTAMINATED, FIRST BY VACUUMING THE LOOSE DEBRIS AND THEN BY DAMP -SPONGING THE ACCUMULATED RESIDE, VACUUMS USED IN THE FACILITY SHALL BE EQUIPPED WITH HIGH EFFICIENCY PARTICULATE AIR (HEPA) FILTRATION, MOP HEADS AND DUST WIPES ARE OF APPROPRIATE NON -SHEDDING DESIGNS. CLEANING SOLUTIONS SHALL NOT COMPRISE OF AMMONIATED PRODUCTS, CHLORINE BASED PRODUCT, PHOSPHATE BASED PRODUCTS, BLEACH ENRICHED PRODUCTS, PETROL -CHEMICAL BASED PRODUCTS, FLOOR STRIPPERS OR RE -CONDITIONERS. G. VACUUM AND DAMP MOP ALL ROOMS IN THE FACILITY. REFER TO ITEM 20.1.F FOR APPROVED CLEANING PRODUCTS. H. LEAVE PROJECT DECONTAMINATED AND READY FOR OCCUPANCY. Consultant: e 0M/c%.5 X* angulaw WIRELESS SANTA ANA SWITCH FACILITY 417 W. WARNER AVE. SANTA ANA, CA 92707-3441 �f 0 ISSUED FOR CONSTRUCTION FEB.16/05 ERG A ISSUED AS 95% COMPLETE JAN,20/05 ERG Mark Description Date By Project No.: 9053003.01 Date: JAN.14/05 Drawn: E. GOBBO Design: H. WIJAYASIRI Checked: L. SIU CAD Dwg. File: 9053003,01.A.0.02 DO NOT SCALE DRAWINGS, CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS, NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD, NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. Sheet Title: RAW101 "I A I c am 0 a 0 0 M C7 0 n 0 0 m i 0 Y Q C 0 s c Ln 0 i Cos n LO 0 io 00 /Q 22 4; 4; Eo O 10 C O. 7 O J 2 13 14 1 2 3 0I. 5 6 PLAN NORTH k I i i I I { I "� WALL LEGEND: W1, 3 5/8"xO.060 (18 GA) METAL STUDS @ 16" O.C. FILLED WITH INSULATION C/W 2 - 1/2" GYPSUM BOARD ON EACH FACE. PROVIDE 18 Go. TOP & BOTTOM STUD TRACK. 2 HR. SEPERATION PER UL DESIGN U404. W2, 3 5/8"xO.060 (18 GA) METAL STUDS @ 16" O.C. FILLED WITH INSULATION C/W 1 - 5/8" GYPSUM BOARD TYPE X EF ON EACH FACE, PROVIDE 18 Go, TOP & BOTTOM STUD TRACK, FIRE & SMOKE SEPERATION PER UL DESIGN U404. W3, 3 5/8"xO.060 (18 GA) METAL STUDS @ 16" O.C. C/W 1 - 5/8" GYPSUM BOARD TYPE X EF ON ONE FACE. PROVIDE 18 Go. TOP & BOTTOM STUD TRACK. 5 1 6 NOTE 1. ALL DIMENSIONS OF EXISTING WORK TO BE VERIFIED W/ FIELD MEASUREMENTS, REFERENCE NOTES (`1 EXISTING WIRE MESH PARTITION TO BE REMOVED AND DISPOSED OF, OFF SITE. PROVIDE FULL HEIGHT METAL STUD WALL, FROM TOP OF FINISHED FLOOR TO U/S OF ROOF SLAB. PROVIDE SIMILAR PARTITION BELOW ACCESS FLOORING. PROVIDE SMOKE SEALS AS REQUIRED. WALL TYPE W2. Q EXISTING STUD WALL TO BE REMOVED AND DISPOSED OF, OFF SITE. RELOCATE ALL EXISTING FIXTURES ON WALL. REFER TO MECHANICAL & ELECTRICAL DRAWINGS FOR RELOCATION DETAILS. Q EXISTING GATE AND HARDWARE TO BE REMOVED AND DISPOSED OFF SITE. 4 EXISTING EXTERIOR DOOR TO BE WEATHERSEALED. PROVIDE NEW SEALS, DOOR BOTTOM & THRESHOLD. CAULK AND SEAL AROUND DOOR HEAD, JAMB AND SILL. BLANK -OFF EXISTING OPERATING HARDWARE FROM EXTERIOR. CLEAN AND DISENFECT EXISTING INFESTATION. DRYWALL OVER AREA OF DOOR OPENING IN CONTROL ROOM. FACE OF DRYWALL TO BE FLUSH WITH FACE OF BLOCK WALL. REPAIR & MAKE GOOD WALL CONSTRUCTION, PAINT & FINISHES AFTER INSTALLATION OF DRYWALL. 1�1 EXISTING VCT FLOORING TO REMAIN. CONTRACTOR TO REPAIR INTERFACE WHERE ACCESS FLOORING MEETS WITH EXISTING VCT FLOORING, ADJUST HEIGHT OF ACCESS OF FLOORING TO MATCH EXISTING VCT FLOOR, PROVIDE 6'-0"(L)x3'-0"(H) MIN 1/4" THICK WIRED GLASS WINDOWS IN PRESSED S STEEL FRAMES. 504E PROVIDE SUSPENDED, 2'x4' T-BAR ACP CEILING C/W SEISMIC RETRAINTS IN BOTH 51 DIRECTIONS WITHIN CONTROL ROOM AND STORAGE ROOM @ 9'-0" AFF. CO-ORDINATE INSTALLATION OF T-BAR CEILING WITH INSTALLATION OF ALL AFFECTED MECHANICAL, ELECTRICAL AND FIRE PROTECTION WORK. 8 PROVIDE FULL HEIGHT, TYPE W1 PARTITION WALL C/W HOLLOW METAL STEEL DOOR, PRESSED STEEL FRAME, AND HARDWARE TO MATCH EXISTING. PROVIDE MIN 1.5 HR UL LABELLED 3'-0"(W)x7'-0"(H)x1 3/4" HOLLOW METAL, POLYSTYRENE FILLED DOOR WITH 1 /4" THK. WIRED VISION PANEL AND PRESSED STEEL FRAME C/W HARDWARE TO MATCH EXISTING. 1 1 O NOT IN USE, 11 FM200 CYLINDERS. REFER TO F SERIES DRAWING FOR FIRE PROTECTION SYSTEM LAYOUT. AREA OF EXISTING "TECTUM" WALL LINING. REPLACE DAMAGED "TECTUM" WALL LINING 4F W/ NEW TECTUM LINING OR APPROVED EQUAL, RE -ATTACH LOOSE LINING TO WALL W/ SS OR PVC FASTENERS & MAKE GOOD EXISTING FLASHING WHERE DAMAGED. 13 FINISH WALLS OF ROOM WITH A NEW COAT OF PAINT TO MATCH EXISTING. NEW DOORS AND FRAMES TO BE PAINTED TO MATCH EXISTING DOORS & FRAMES. REPAIR ANY DAMAGED VCT IN STORAGE ROOM. PROVIDE 4" HIGH, GREY COVED RUBBER BASE IN STORAGE ROOM AND CONTROL ROOM ON ALL 4 WALLS, G1' 1 14 NOT IN S 15 150% CONTAINMENT IN EXIST. DC POWER ROOM TO BE PROVIDED BY BATTERY VENDOR. 1 PROVIDE FIBER VAULT, REFER TO ELECTRICAL DWGS. FOR DETAILS. 17 EXISTING FIRE DAMPERS TO BE REPLACED WITH FIRE/SMOKE DAMPER (FSD). REFER TO M SERIES DWGS. FOR DETAILS. REPAIR & MAKE GOOD WALL CONSTRUCTION, PAINT & FINISHES AND CONTROL ROOM DOOR AFTER INSTALLATION OF FSD. 18 PROVIDE 2'-8"(H)x2'-0"(W) OPENING APPROX, 8'-C" AFF IN EXISTING WALL FOR CABLE TRAY. REPAIR & MAKE GOOD WALL CONSTRUCTION & FINISH AFTER INSTALLATION OF FRAMING MEMBERS. EXACT LOCATION OF OPENING TO SUIT DC PLANT LAYOUT. HILTI FIRE BLOCK BY OTHERS AFTER CABLE INSTALLATION. REFER TO DETAIL 6 DWG A.5.01 FOR PENETRATION DETAILS. 19 PROVIDE CROWDER OR PEMCO SURFACE MOUNTED AUTOMATIC DOOR BOTTOMS MOUNTED FROM INSIDE AND GASKETS AROUND DOOR OPENING TO ALL EXISTING EXTERIOR DOORS AND IN AREAS THAT ARE TO BE PROTECTED BY THE FM200 FIRE SUPPRESSION SYSTEM (6 LOCATIONS THUS). 20 ADJUST ALL INTERIOR & EXTERIOR DOOR HARDWARE TO ALLOW FOR SMOOTH OPERATION (20 LOCATIONS THUS), ALL EXISTING EXTERIOR DOORS TO BE WEATHERSEALED, PROVIDE NEW SEALS, DOOR BOTTOM & THRESHOLD. 21 LEAK DETECTION CONTROL PANEL. REFER TO E SERIES DWGS FOR DETAILS. 22 GENSET REMOTE ANNUNCIATOR. REFER TO E SERIES DWGS FOR DETAILS. 23 ANNUNCIATOR PANEL, REFER TO F SERIES DWGS FOR DETAILS. Consultant: @An cinguld4mv WIRELESS SANTA ANA SWITCH FACILITY 417 W. WARNER AVE. SANTA ANA, CA 92707-3441 1 BREAK ROOM DELETED MAR.8/05 I ERG 0 ISSUED FOR CONSTRUCTION FEB.16/05 I ERG B ISSUED AS 95% COMPLETE JAN.20/05 ERG A ISSUED AS 75% COMPLETE JAN.7/05 ERG Mark Description Date By Project No.: 9053003.01 4 PROVIDE GYPSUM/STUD WALL ENCLOSURE BETWEEN T.O. RAISED FLOOR AND U/S OF Date: DEC.17/04 SUSPENDED T-BAR CEILING IN AREA AROUND FIBRE DUCTS. FINISH FALSE COLUMN v,41 TO MATCH CONTROL ROOM WALL FINISH. DIMENSIONS GIVEN ARE APPROX. ADJUST Drawn: E. GOBBO' DIMENSIONS TO SUITE SITE CONDITIONS. 25 PROVIDE WALL OPENING FOR EXHAUST FAN. REFER TO M SERIES DWGS. FOR Design: H. WIJAYASIRI DETAILS. REPAIR & MAKE GOOD WALL CONSTRUCTION & FINISH AFTER INSTALLATION FAN. Checked: L. SIU GP271N�E:3�1_. CAD Dwg. File: 9053003.01.A.1 .01 ERTER PANEREFER TO E SERIES DWGS FOR DETAILS. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS, NO 28 FIBER CONDUITS. REFER TO E SERIES DWGS FOR DETAILS. VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL. DRAWINGS 29 4'-8" HIGH FURRED OUT STUD WALL C/W LAMINATE SHELF. FACE OF FURRED WALL AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD. TO BE FLUSH WITH FACE OF COLUMNS BETWEEN BAYLINES A/1 AND A/2, RELOCATE NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING ALL AFFECTED, EXISTING FIXTURES ON BLOCK WALL. REFER TO MECHANICAL & CONSTRUCTION REVIEW OF THIS PROJECT. ELECTRICAL DRAWINGS FOR RELOCATION DETAILS. 30 EXISTING WALKWAY AT PROPOSED FIBER VAULT LOCATION TO BE BROKEN OUT TO Sheet Title: W1 FACILITATE VAULT INSTALLATION. WALKWAY TO BE REINSATED AROUND FIBER VAULT LOCATION AFTER VAULT INSTALLATION IS COMPLETE. 31 OPENING IN EXISTING BLOCK WALL FOR NEW FSD. OPENING TO BE LOCATED 3 COURSES ABOVE TOP OF EXISTING DOOR OPENING. FLOOR PLAN W2 i m a I IN 0 d a 0 0 0 Ln Ln CJ 6i Y N TOP TRAC4 SUPPORT PEDESTAL, STEEL STUD WALL BOT. TRACk EXIST, CONC, SLAE GPS ANTENNA TYPE (N) FEMALE CONNECTOR ANTENNA MOUNT CONNECTOR SHROUD FOR WATERPROOFING USE STANDARD METHODS DO NOT USE COLD SHRINK BUTTERFLY HANGER GPS COAX CABLE 7/8" BUTTERFLY HANGER GALV. STEEL PIPE MAST NEW TYPE W2 WALL ASSEMBLY. REFER TO A.1.01 FOR DETAILS. FILL ALL VOIDS ABOVE TOP TRACK WITH MINERAL WOOL FIRE BLOCK AND SMOKE SEAL EXIST. PIPING, SEE DETAIL 5 THIS DWG. FOR FIRESTOPPING DETAILS. REFER TO F.1.02 FOR LOCATIONS. PROVIDE NEW TYPE W2 PARTITION WALL BENEATH NEW WALL CONSTRUCTION ABOVE. FILL ALL VOIDS ABOVE TOP TRACK WITH MINERAL WOOL FIRE BLOCK AND SMOKE SEAL REFER TO DWG. A.1.01 FOR WALL LEGEND. FOR REQ'D DISTANCE CONFIRM W/ PROJECT MANAGER uj5 ANTENNA EL. TBD t T.O. PARAPET �s EL. 18'-0" HILTI GRIP STRUT NUT THREADED ROD UNISTRUT HILTI NO. MS-41 SECURED TO WALL r A r CONTRACTOR TO PROVIDE LOCK NUT ON EA. END OF 3/8" THREADED ROD - ONE TO 7/8" BUTTERFLY AND ONE TO HILTI NUT CONTRACTOR TO PROVIDE LOCK WASHERS UNDER EACH LOCK NUT NOTES: 1. ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISH BY CINGULAR WIRELESS COMMUNICATIONS AND INSTALLED BY ANTENNA CONTRACTOR. 2, ALL WEATHER STRIPPING KITS SHALL BE SUPPLIED AND INSTALLED BY ANTENNA CONTRACTOR. 3. VERIFY GPS AND MOUNT SHAPE (TYP. OF TWO), VERIFY DIRECTION OF SATELITE FOR CLEAR VIEW. GPS ANTENNA DETAIL N.T.S. NOTE: USE 2-Y4" DIA. SCR -"'- A/ 18 Go. L FOR CONNECTION PROVIDE 6" 18 Ga. STUD TRACK @ TOF BOT. OF OPENING EXIST PROVIDE 2 - 6" 18 STEEL STUDS BELOW OPENING. LENGTH TO HEIGHT OF OPENING ?'_n> AFTER CONDUIT/CABLE TRAY 2OUTING THROUGH OPENING, r ILL OPENING WITH HILTI FS 657 FIRE BLOCK AS PER UL/CUL SYSTEM NO. CABLE OPENING DETAIL W-L-4011. H 3/4 1 0 1, 2' 3' F RATINGS - 1 AND 2 HR (SEE ITEM 1) T RATINGS - 1 AND 2 HR (SEE ITEM 1) L RATING AT AMBIENT - LESS THAN 1 CFM/SQ FT L RATING AT 400 F - 4 CFM/SQ FT SECTION A -A 1. WALL ASSEMBLY THE FIRE -RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND 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 OR STEEL CHANNEL STUDS, WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE MIN 2-1/2 IN. WIDE AND SPACED MAX 24 IN. OC. B. GYPSUM BOARD*: 5/8 IN. THICK, 4 FT WIDE WITH SQUARE OR TAPPERED EDGES. THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAM OF OPENING IS 4-3/8 IN. THE HOURLY F AND T RATINGS OF THE FIRESTOP SYSTEM ARE EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. THROUGH PENETRANTS: ONE NONMETALLIC PIPE INSTALLED WITHIN THE FIRESTOP SYSTEM, PIPE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE SPACE BETWEEN PIPE AND PERIPHERY OF OPENING SHALL BE MIN 3/4 IN. TO MAX 1-1/4 IN, PIPE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE FLOOR OR WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED: A. POLYVINYL CHLORIDE (PVC) PIPE: NOM 2 IN. DIAM (OR SMALLER) SCHEDULE 40 PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEM. B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE: NOM 2 IN. DIAM (OR SMALLER) SDR17 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. 3. FILL VOID OR CAVITY MATERIALS*: SEALANT: INSTALLED TO COMPLETELY FILL THE ANNULAR SPACE BETWEEN THE PIPES AND GYPSUM WALLBOARD ON BOTH SIDES OF WALL. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC FS-ONE SEALANT *BEARING THE UL CLASSIFICATION MARK PVC/CPVC PIPE THROUGH WALL ASSEMBLY N.T.S. cYCTP'rtd mn MI —I —1 17r,, SECTION A -A 1. WALL ASSEMBLY THE 1 HR FIRE RATED WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES. A. STUDS WALL FRAMING SHALL CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC. STEEL STUDS TO BE MIN 2-1/2 IN. WIDE AND SPACED MAX 24 IN. OC. B. GYPSUM BOARD* ONE LAYER OF NOM 5/8 IN. THICK GYPSUM WALLBOARD, AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION. MAX AREA OF OPENING IS 180 SQ IN. WITH MAX DIMENSION OF 18 IN. MAX WIDTH OF OPENING IN WOOD STUD WALLS IS LIMITED TO 14-1 /2 IN. 2. THROUGH PENETRANT ONE OR MORE STEEL ELECTRICAL METALLIC TUBING TO BE INSTALLED WITHIN THE OPENING. THE SPACE BETWEEN TUBING SHALL BE MIN 1/2 IN. AND MAX 5/8 IN. THE SPACE BETWEEN TUBING AND PERIPHERY OF OPENING SHALL BE MIN 1 /2 IN. TO MAX 2-3/8 IN. THE FOLLOWING TYPES AND SIZES OF METALLIC TUBE MAY BE USED: A. CONDUIT NOM 2 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING OR 2 IN. DIAM STEEL CONDUIT, 3. FIRESTOP SYSTEM THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING: A. PACKING MATERIAL MIN 2-1/2 IN. THICKNESS OF MIN 4 PCF MINERAL WOOL BATT INSULATION, FIRMLY PACKED INTO THE OPENING. MINERAL WOOL TO BE RECESSED FROM BOTH SIDES OF THE ASSEMBLY TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL (ITEM 3B). B. FILL, VOID OR CAVITY MATERIAL* - SEALANT MIN 5/8 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. HILTI INC - FS-ONE SEALANT *BEARINC THE UL CLASSIFICATION MARKING MULTIPLE METAL PIPES THROUGH WALL ASSEMBLY N.T.S. Consultant: X cinguldr WIRELESS SANTA ANA SWITCH FACILITY 417 W. WARNER AVE. SANTA ANA, CA 02707-3441 0 ISSUED FOR CONSTRUCTION FEB.16/05 ERG B ISSUED AS 95% COMPLETE JAN.20/05 ERG A ISSUED AS 75% COMPLETE JAN.7/05 ERG Mark Description Date By Project No.: 9053003.01 Date: DEC.21 /04 Drawn: E.G01380 Design: H. WIJAYASIRI Checked: L. SIU CAD Dwg. File: 9053003.01.A.5.01 DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS, NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. Sheet Title: DETAILS A95*01 E I A am 1 1 2 M •w MIN CA f- WARNER 0- AVE. ry I I Lo FIR i FIBER CONDUIT TO EXTEND TO PROPERTY LINE ON WARNER AVE. COORDINATE W/ FIBER VENDOR TO COMPLETE CONNECTION. IF FIBER VENDOR HAS NOT BEEN IDENTIFIED CAP CONDUITS AT PROPERTY LINE FOR FUTURE USE FIBER VAULT — LINE OF EXCAVATION LINE OF EXIST, GRADE TO WARNER AVE. ri N o � d 0 0 0 6" CONCRETE SLAB WITH 2" DIA, FLOOR DRAIN. SLOPE TOP OF SLAB TO D RAI N " x 4 y NEW COMPACTED STRUCTURAL FILL, DO NOT DISTURB EXISTING a PERIMETER DRAIN C uJ CP C `3 A 0 0 0 0 a 7.0,E /m g tWi Gi N E p O '4 C Q 7 li N O EXISTING CONCRETE BLOCK WALL 13' - 9" 8 EXIST. CONCRETE FOUNDATION WALL PROVIDE 3'-6"(W)x 1'-4"(H) OPENING IN EXIST. CONCRETE FOUNDATION WALL. SEE NOTE 9. tp 7m- FILL TO EXIST. GRADE 2'— 7" 3 1 Kim C EXIST. COLUMN (BEYOND) FIBER CONDUITS, CAP CONDUITS ABOVE RASED FLOOR CUT EXIST. RAISED FLOOR PANEL FOR FIBER 'f..,. CONDUITS ROUTING. PROVIDE PONY WALL WITH 3.625"xO.060 (18 GA) METAL STUDS 0 16" O.C. C/W 18 Ga. TOP & BOTTOM STUD TRACK. ;r-fin y;n ATTACH TRACK TO CONC, FLOOR WITH 1/4', DIA. SCREWS @ 8" O/C. FILL ALL VOIDS ABOVE jFl TOP TRACK WITH MINERAL WOOL FIRE BLOCK AND SMOKE SEAL EXIST. RAISED FLOOR / 6' SUPPORT PEDESTAL, TYP, F`1 EXIST. RAISED FLOOR PANEL T.O. RAISED FLOOR EL. 0'- a 00 p l T.O. SLAB DMU EL. —2'-0„ f ! .._'.. PROVIDE MIN. 6" CONCRETE COVER TO I CONDUIT U/S FOUND. - -� r r i VAULT & SLAB EXIST. EXIST. FOUNDATION 8'-4" DRAIN TILE SECTION 1/2"=1' 0 1' 2' 3' 4' 5' { 5 ` 6 NOTES 1. LOCATE WALL REINFORCEMENTS IN EXIST. CONCRETE FOUNDATION PRIOR TO CORING THROUGH WALL. 2. ENSURE MIN. 3'-0" BEND RADIUS FOR ALL CONDUITS. 3, DO NOT CUT OR CORE IN ANY NEW OR EXISTING STRUCTURAL MEMBERS OTHER THAN WHERE SHOWN ON STRUCTURAL DRAWINGS. 4. DO NOT CUT ANY REINF. STEEL OR EMBEDDED SERVICES IN CONCRETE. DO NOT CORE THROUGH CONCRETE COLUMNS, BEAMS, CAPITALS, DROP PANELS, UNLESS NOTED. NEW PONY WALL ON 3 SIDES FOR SUPPORTING 5, DO NOT CUT OR DAMAGE REINFORCING STEEL OR FLOOR PANELS EMBEDDED SERVICES IN EXISTING CONCRETE OR MASONRY STRUCTURE, LOCATE ALL REINFORCING STEEL BEND CONDUIT UP AGAINST AND SERVICES PRIOR TO DRILLING, CORING OR THE WALL. MAINTAIN MlN, CUTTING, 3'-0" BEND RADIUS. 6. MAINTAIN FIRE RATINGS WHEN PENETRATING FLOORS, CEILINGS, WALLS AND PARTITIONS. FIRESTOP AND SEAL ALL NEW OPENINGS USING ULC APPROVED SEALANT SYSTEM IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. 7, FOR NEW RECTANGULAR OPENINGS IN CONC. OR MASONRY PROVIDE ROUNDED CORNERS. S. TOUCH-UP ENDS OF CUT REBAR WITH 2 COATS OF ZINC -RICH PAINT, 9, OPENING FOR CONDUIT ACCESS: LOCATE REBAR IN WALL. CUT & REMOVE CONCRETE AS SHOWN WITHOUT DAMAGING & REMOVING THE REBAR IN THE WALL, LEAVE ROUGH SURFACES. EXPOSE & CLEAN EXISTING REBAR. AFTER INSTALLING THE CONDUITS IN PLACE, FORM & FILL OPENING WITH 4000 psi CONCRETE. USE AN EPDXY BONDING AGENT ON THE OLD CONCRETE INTERFACES. 5'-0" W cn En C a-� 0 I W a� 0 V) N 2% SLOPE 2% SLOPE W a 0 W N N ---SLAB ON GRADE FLOOR DRAIN FIBER VAULT q SLAB SLOPE 0 Consultant: I cinguld'&%r WIRELESS SANTA ANA SWITCH FACILITY 417 W. WARNER AVE. SANTA ANA, CA 92707-3441 0 ISSUED FOR CONSTRUCTION FEB.16/05 ERG A ISSUED AS 95% COMPLETE JAN.20/05 ERG Mark Description Date By w `` Project No.: 9053003.01 Date: DEC.21 /04 Drawn: E.GOBBO Design: H. WIJAYASIRI Checked: L. SIU CAD Dwg. File: 9053003.01.A.5.01 DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS, NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT, Sheet Title: DETAILS A*5902 1 2 3 4 5 6 ABBREVIATIONS SPECIFICATIONS AFF ABOVE FINISHED FLOOR JB JUNCTION BOX 1. GENERAL NOTES AIC AMPERE INTERRUPTING CAPACITY MTS MANUAL TRANSFER SWITCH 1, ALL FIRE ALARM WORK SHOWN ON THESE DRAWINGS IS THE RESPONSIBILITY OF THE CONTRACTOR UNLESS NOTED OTHERWISE ON THE DRAWINGS. ALL ATS AUTOMATIC TRANSFER SWITCH NTS NOT TO SCALE COMPONENTS OF THE SYSTEM WILL BE APPROVED PRIOR TO INSTALLATION. INSTALLATION OF THE FIRE ALARM AND DETECTION SYSTEM SHALL BE DONE TO A AWG AMERICAN WIRE GAUGE NC NORMALLY CLOSED FIRST CLASS STANDARD BY QUALIFIED TRADES PERSONS EXPERIENCED IN SUCH E WORK, BC BELOW CEILING NO NORMALLY OPEN 2. SUBMISSION OF BID FOR THE FIRE PROTECTION WORK INDICATES THAT THE BKR BREAKER OC OVER COUNTER CONTRACTOR IS FAMILIAR WITH THE DESIGN INTENT, THE REQUIREMENTS OF THE PROJECT, REQUIREMENTS OF THE LOCAL ELECTRICAL UTILITIES AND LOCAL C CONDUIT RMC RIGID METALLIC CONDUIT (GALVANIZED) APPLICABLE CODES AND ORDINANCES. CKT CIRCUIT RNC RIGID NON-METALLIC CONDUIT 3. ALL WORK SHALL CONFORM TO THE LATEST EDITION OF THE CODES ACCEPTED CL CENTER LINE S/C SEPARATE CIRCUIT BY THE LOCAL INSPECTION AUTHORITIES AND MANUFACTURERS SPECIFICATIONS, Consultant: CLG CEILING TVSS TRANSIENT VOLTAGE SURGE SUPPRESSER FIRE ALARM AND DETECTION NFPA 72 SPRINKLERS NFPA 13 C/W COMPLETE WITH UL UNDERWRITERS LABORATORIES GAS SUPPRESSION NFPA 2001 EC EMPTY CONDUIT UNO UNLESS NOTED OTHERWISE 4. THE CONTRACTOR IS RESPONSIBLE FOR INTERPRETING THE DRAWINGS ACCURATELY M 0 R R I S 0 N nm AND COMPLETING THE CONSTRUCTION AND/OR INSTALLATION TO THE PROJECT H E R S H F I E L D EAS ENVIRONMENTAL ALARM SYSTEM LV LOW VOLTAGE MANAGER'S AND THE OWNER'S SATISFACTION. IN CASE OF ANY UNCERTAINTIES OR AMBIGUITIES, PROMPTLY CONSULT WITH THE PROJECT MANAGER FOR Suite 223 - 5994 W. Las Positas Blvd. EX. EXISTING TMGB TELECOMMUNICATIONS MAIN GROUND BAR CLARIFICATION. Pleasanton, San Francisco, CA 94588 Tel: 925-574-2122 Fax: 925-828-6022 FA FIRE ALARM IGZ ISOLATED GROUND BAR 5. ABBREVIATIONS AND ACRONYMS USED ON THE DRAWINGS ARE DESCRIBED IN THE ELEC ELECTRICAL POD POD COMPRISES TWO SWITCH ROOMS ABBREVIATIONS SECTION OF THE DRAWINGS, SOME COMMONLY USED AND INDUSTRY STANDARD ABBREVIATIONS AND ACRONYMS MAY NOT BE DESCRIBED. IF WITH COMMON MECHANICAL ROOM, FS FIRE SUPPRESSION SYSTEM ELECTRICAL ROOM, AND DC POWER ROOM CLARIFICATION IS REQUIRED, PROMPTLY CONTACT THE PROJECT MANAGER. � A FACP FIRE ALARM CONTROL PANEL DCGB DC POWER GROUND BAR 6• SCHEDULE AND COORDINATE ALL WORK WITH OTHER TRADES BEFORE -y- M� Q INSTALLATION OF EQUIPMENT TO AVOID CONFLICT DURING OR AFTER THE FAA FIRE ALARM ANNUNCIATOR EGB EXTENSION GROUND BAR INSTALLATION. THIS IS ESPECIALLY IMPORTANT TO ENSURE FIRE SUPPRESSION NOZZLES HAVE THE PROPER CLEARANCES FOR OPERATION AND DETECTORS ARE CA GROUND FAULT INTERRUPTER NIC NOT IN CONTRACT NOT PLACED IN DEAD SPACES. ., G GROUND SCH SCHEDULE 7. FIRE SUPPRESSION WILL INCLUDE BOTH A GASEOUS AGENT AND SPRINKLERS. ALL GAS SYSTEMS WILL BE FM200 UNLESS A SUITABLE ALTERNATIVE IS APPROVED IN WRITING PRIOR TO INSTALLATION. f` LEGEND 8. FINAL LOCATION OF DETECTORS AND NOZZLES WILL BE DONE ON SITE TO ENSURE PROPER CLEARANCES TO MEET CODE, 9. WARNING DEVICES WILL BE LOCATED ON SITE TO ENSURE PROPER NOTIFICATION TO ALL AREAS IN THE EVENT OF AN EMERGENCY. PIPING ABOVE RAISED FLOOR 10. NO CHANGE ORDERS WILL BE APPROVED WITHOUT WRITTEN AUTHORIZATION FROM -- — — — — PIPING BELOW RAISED FLOOR THE OWNER OR DESIGNATED REPRESENTATIVE. cingular 11. PROVISION OF NECESSARY POWER TO THE EQUIPMENT IS THE RESPONSIBILITY OF WIRELESS THE INSTALLER, COORDINATE WITH THE ELECTRICAL CONTRACTOR FOR POWER TO CLEAN AGENT NOZZLE ABOVE FLOOR ENSURE ALL SYSTEMS ARE OPERATIONAL. 12, ALL SYSTEMS MUST BE VERIFIED IN ACCORDANCE WITH THE APPLICABLE 0 CLEAN AGENT NOZZLE BELOW FLOOR STANDARD. COORDINATE THE VERIFICATION WITH THE OWNER OR THEIR REPRESENTATIVE. SA N TA A N A FM SYSTEM ALARM HORN/STROBE 13. PROVIDE MAINTENANCE MANUALS FOR ALL INSTALLED SYSTEMS. SWITCH FACILITY C FM ;M ALARM HORN/STROBE 14. SEISMIC CONNECTIONS FOR ALL VENDOR SUPPLIED EQUIPMENT SHALL BE 417 W. WARNER AVE. DESIGNED BY THE STRUCTURAL ENGINEER RETAINED BY THE VENDOR, VENDOR TO SUPPLY TWO (2) COPIES OF STAMPED SHOP DRAWINGS OF CONNECTIONS FOR SANTA ANA, CA 92707-3441 REVIEW BY CONSULTANT PRIOR TO FABRICATION, CONSULTANT WILL PROVIDE BASE SPULL &ABORT STATION BUILDING STRUCTURE FOR SUPPORTING EQUIPMENT BASED UPON THE VENDORS DESIGN REQUIREMENTS. PROVIDE SEISMIC BRACING FOR ZONE 4 FOR ALL DUCTS, ( SMOKE DETECTION - PHOTOELECTRIC CONDUIT, AND PIPING. P 15, FOR GENERAL PROVISIONS REFER TO A SERIES DWG. SMOKE DETECTION - IONIZATION 16. STAMPED SHOP DRAWINGS MUST BE SUBMITTED PRIOR TO ANY MODIFICATIONS OR FAAP ANNUNCIATOR PANEL 2. INSTALLATIONS TO THE FIRE DETECTION OR SUPPRESSION SYSTEM. FIRE ALARM AND DETECTION SYSTEM 1. THE FIRE ALARM AND DETECTION SYSTEM WILL BE FULLY ADDRESSABLE WITH THE EXISTING SMOKE DETECTOR IONIZATION Q MAIN PANEL LOCATED AT THE MAIN ENTRANCE AND NEW PANEL LOCATED IN THE CONTROL ROOM, 0 ISSUED FOR CONSTRUCTION FEB.16/05 ERG EXISTING SMOKE DETECTOR PHOTOELECTRIC 2. CONTACTS WILL BE PROVIDED SO THE FIRE ALARM CAN BE MONITORED FROM A P REMOTE LOCATION. B ISSUED AS 95% COMPLETE JAN.20/05 ERG z I EXISTING AIR DUCT SMOKE DETECTOR IONIZATION 3. FIRE ALARM WILL BE INTEGRATED WITH ALL SUPPRESSION AND DETECTION PANELS A ISSUED AS 75% COMPLETE JAN.7/05 ERG TO ENSURE PROPER OPERATION AND NOTIFICATION FOR ACTIVATION IN ACCORDANCE WITH CODES. ALL NEW DEVICES WILL BE COMPATIBLE WITH THE Mark Description Date By B EXISTING FLAME DETECTOR IR EXISTING FIRE ALARM SYSTEM. Project No.: 9053003,01 4. SMOKE DETECTORS WILL BE A 50/50 COMBINATION OF ION AND PHOTOELECTRIC Date: JAN.05/04 ® EXISTING REMOTE CONVENTIONAL ZONE MODULE MOUNTED ON A 4S BOX IN ALL TELECOMMUNICATION SPACES. ACTIVATION OF THE FIRST DETECTOR WILL PROVIDE A WARNING AND THE SECOND DETECTOR WILL PROVIDE AN ALARM AND Drawn: E. GOBBO j�EXISTING MANUAL PULL STATION P ACTIVATION OF THE SUPPRESSION SYSTEM(S). 5. FIRE ALARM SYSTEM WILL BE ZONED TO MATCH THE PROTECTION AREAS FOR THE Design: B. COLLEDGE rR EXISTING F.A. HORN & STROBE LIGHTS SUPPRESSION SYSTEMS. Checked: H. WIJAYASIRI 6. PULL STATIONS AT EACH EXIT WILL IMMEDIATELY ACTIVATE THE FIRE ALARM WHEN CAD Dwg, File: 9053003.01.F.0.01 ERNS EXISTING F.A. HORN (NO STROBE LIGHT) OPERATED. 7. HORN/STROBE COMBINATION WARNING DEVICES WILL BE LOCATED TO MEET THE . REQUIRED SOUND LEVELS FOR EVACUATIONCONTRACTOR TO ENSURE ALL AREAS DO NOT SCALE DRAWINGS, CONTRACTOR MUST VERIFY ALL DIMENSIONS FTR s EXISTING F.A. STROBE LIGHT AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO ARE ADEQUATELY COVERED BY HORN/STROBE TO MEET LOCAL CODES AND VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED NFPA72. WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS FTCP EXISTING ADDRESSABLE FIRE ALARM CONTROL PANEL (FCP) DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD. 8. FINAL LOCATION OF DETECTORS WILL BE DETERMINED ON SITE TO ENSURE NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING PROPER CLEARANCES AND SPACING TO MEET NFPA 72 AND MANUFACTURER'S CONSTRUCTION REVIEW OF THIS PROJECT, [FIR 1EXISTING INTELLIGENT INTERFACE MODULE SPECIFICATIONS. 9. BATTERY ROOM WILL HAVE HYDROGEN DETECTION TO INDICATE 25% OF LOWER Sheet Title: EXISTING SCANNER VESDA LASER PLUS DETECTOR. EXPLOSIVE LIMITED (LEL). ASSD1 AIR SAMPLING SMOKE DETECTION SYSTEM. a ASSD2 ASSD3 FIRE PROTECTION Assay EXISTING POWER SUPPLY ABBREVIATIONS, LEGEND EXISTING STANDARD VESDA LASER PLUS DETECTOR. AIR SAMPLING SMOKE DETECTION SYSTEM FOR RETURN AIR DUCT. ASSDS A N D SPECIFICATIONS EXISTING POWER SUPPLY vsM EXISTING PC COMPUTER W/ SOFTWARE i F,0,01 AR�_ EXISTING SMOKE DETECTOR REMOTE LIGHT i v 0 4 EXISTING 1/2"-2#18 TWISTED SHIELDED FIRE ALARM RATED CABLE N O J I I c PLAN T T NORTH C2P_ 1) EXISTING GENERATOR RM. ; EX TINQ CHIiLE F2M. - _ I 1 16 ! ; � G MECH RM. 113 CONTROL RM. 110 i EXISTtN ••EXISTING WOMENS" MENS i EX STING EXISTING MAIN ELEC. RM. OFFICE 1 EXIST. EAST I ENTRY LOBBY 100 FM i I i EXISTING ANNOZZLE OLowBOVE DC POWER ROOM s RAISED FLOOR _ (TYP.) q NOZZLE _ NOZZLE I !� I � I I I, l FM I EXI 3TING TELECOM QUIP, AREA 109 (SWITCH ROOM) EXISTING SUPPLIES I 106 FM200 FIRE SUPPRESSION SYSTEMS LAYOUT r r n� r■ �� AREA OF RAISED FLOOR (TYP.) 5 1 6 nr■nn■rw� FIRE SUPPRESSION -- HFC 227ea 1. BUILDING FIRE ALARM SYSTEM WITH SMOKE DETECTION EXISTS TO ACTIVATE THE PRE —ACTION SPRINKLER. 2, GAS SUPPRESSION CONTRACTOR WILL BE RESPONSIBLE FOR CONNECTING SYSTEM TO FIRE ALARM AND VERIFYING OPERATION OF BOTH 3. CONTRACTOR WILL BE RESPONSIBLE FOR AIR INTEGRITY TEST OF THE ROOMS BEING PROTECTED BY GASEOUS SYSTEM (EXISTING DOOR HARDWARE AND DOOR BOTTOMS TO BE MODIFIED FROM THE INSIDE TO ALLOW FOR A TIGHT AIR SEAL. REFER TO A SERIES DWGS. FOR DETAILS), 4. GASEOUS SUPPRESSION SYSTEMS WILL BE HFC 227ea FLOOD WITH A DESIGN CONCENTRATION OF 7.2 PERCENT. 5. GAS CYLINDERS WILL BE LOCATED IN ROOM 106 FOR THE DC POWER ROOM AND PART OF THE EQUIPMENT AREA. THE REMAINING BOTTLES WILL BE WITHIN THE SPACE PROTECTED AS SHOWN ON THE DRAWING, THE TWO SYSTEMS FOR THE EQUIPMENT AREA WILL BE CONNECTED TO ENSURE SIMULTANEOUS RELEASE. 6. SYSTEM DESIGN AND INSTALLATION WILL BE PROVIDED BY A CERTIFIED CONTRACTOR TO MEET MANUFACTURERS SPECIFICATIONS AND NFPA 2001. 7, EQUIPMENT ROOM AND DC POWER, ARE SEPARATE ZONES WITH A SEPARATE SYSTEM. 8. THE SYSTEM WILL BE ACTIVATED BY THE DETECTION OF SMOKE BY TWO SMOKE DETECTORS, ONE IONIZATION AND ONE PHOTOELECTRIC. 9. THE ACTIVATION SEQUENCE WILL BE: FIRST DETECTOR — WARNING WITH FIRST STAGE FIRE ALARM. SECOND DETECTOR — ACTIVATION OF THE EVACUATION ALARM AND GASEOUS SUPPRESSION SYSTEM WITH SHUTDOWN OF VENTILATION AND 30 SECOND DELAY TIMER FOR RELEASE OF GAS. 10, FINAL LOCATION OF DETECTORS AND NOZZLES WILL BE DONE ON SITE TO ENSURE PROPER CLEARANCES TO MEET NFPA 72 AND NFPA 2001. ANY SYSTEM PANELS WILL BE LOCATED IN ROOM 106. 11. BOTH ACTIVATION AND ABORT SWITCHES FOR THE SYSTEM WILL BE LOCATED AT EACH EXIT FROM THE ROOM BEING PROTECTED, 12. ABORT SWITCH WILL DELAY GAS RELEASE AS LONG AS IT IS DEPRESSED. RELEASE WILL INITIATE THE J` ACTIVATION SEQUENCE UNLESS FIRE ALARM PANEL i" HAS BEEN RESET, 13. OPERATION OF THE MANUAL ACTIVATION SWITCH WILL — IMMEDIATELY INITIATE THE SEQUENCE FOR RELEASE OF THE GAS. 14. WARNING SYSTEMS FOR THE GASEOUS SYSTEM ACTIVATION WILL BE SEPARATE AND DISTINCT FROM THE FIRE ALARM SYSTEM. 15. ENSURE PROPER VENTING IS PROVIDED TO AVOID OVER PRESSURE IN THE ROOM WHEN SYSTEM IS ACTIVATED. 16. CONTRACTOR RESPONSIBLE FOR MOUNTING WARNING SIGNS ON DOORS FOR AREAS PROTECTED BY FM200 SYSTEM, Consultant: ME s "'a q G X cingul4oftra WIRELESS SANTA ANA SWITCH FACILITY 417 W. WARNER AVE. SANTA ANA, CA 92707-3441 0 ISSUED FOR CONSTRUCTION FEB.16f 05 ERG B ISSUED AS 95% COMPLETE JAN.20 f 05 ERG A ISSUED AS 75% COMPLETE JAN.7f05 ERG Mark Description Date By Project No.: 9053003.01 Date: DEC.21 f 04 Drawn: E,GOBBO Design: B. COLLEDGE R< Checked: H. WIJAYASIRI CAD Dwg. File: 9053003.01.F.1.01 DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIME IONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. N VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE I LEMENT D t/ WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES F THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION, ALL RAWING AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISO HERSH IELD, NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WI L BE P VIDING CONSTRUCTION REVIEW OF THIS PROJECT, Sheet Title: • LAYOUTii,UPPRESSION SYSTEMS F.1.01 � � PLAN NORTH T T � � FTR TING 'R GENER TO EtM— ING ffC. RM, OFFICE EXIST EAST �,ENTRY LOBBY Lizi TR EXISTING F� T.) EXISTING FIRE ALARM DEVICES AND WIRING TO REMAIN, U.N.O. -71 E IS41N'G ELEV. MACH.i RM. PID EXISTING 10 DIC POWER ROOM EXISTING it COOLING TOWER YARD MECH RM. ion EXI TING TELECOM QUIP. AREA 0 7 o P o I o P cr_ LLJ tu, ONTROL R�. B AREA OF RAISED it 1 FLOOR (TYP.) EXISTING VESDA PIPING BELOW RAISED FLOOR AND AT CEILING LEVEL ABOVE (TYP.) 7�_ EXISTING VESDA SAMPLING 77__ POINT BELOW RAISED FLOOR AND AT CEILING LEVEL ABOVE WIEJ A. RM SYST.ES.YOUT o Ln Ln fli X1 U 7 opt, 4 REFERENCE NOTES: PROVIDE LOCATION OF |0N SMOKE DETECTOR BELOW RAISED FLO0R AND AJ CE|L|NC LEVEL (TYP.) 14 THUS. PROVIDE LOCATION OF PHOTOELECTRIC SMOKE DETECTOR BELOW RAISED FLOOR AND AT CEILING LEVEL (TYP.) 16 THUS. PROVIDE LOCATION OF ION SMOKE DETECTOR AT CEILING LEVEL ONLY (TYP.) 2 THUS REPLACE EXISTING FIRE ALARM HORNS IN EQUIPMENT AND CONTROL ROOMS WITH NEW HORN/STROBE COMBINATION DEVICE (TYP. 5 L0CAT|ONS\ EXISTING PHOTOELECTRIC SMOKE DETECTORS AT EXISTING CEILING LEVEL TO BE RELOCATED TO U/S OF NEW T-BAR CEILING (9'-0" AFFj CC -ORDINATE LOCATION WITH MECHANICAL AND ELECTRICAL DISCIPLINES. RELOCATE EXISTING PHOTOELECTRIC SMOKE DETECTORS TO PROVIDE ADEQUATE COVERAGE OF CONTROL ROOM. EXISTING PHOTOELECTRIC SMOKE DETECTORS AT EXISTING CEILING LEVEL TO BE RELOCATED TO U/S OF NEW T-BAR CEILING (9'-0" AFF.). ANNUNCIATOR PANEL �� \�/ FIRE/SMOKE DAMPER. FSD ACTIVATION TO BE CO-ORDINATED WITH MECHANICAL CONTRACTOR. PROGRAMMING OF THE SMOKE PURGE PANEL IN ENTRY ROOM (ROOM 100) TO BE COORDINATED WITH MECHANICAL, PROVIDE VERIFICATION REPORT OF FSD FUNCTION TO CLIENT. EXISTING VESDA PIPING THROUGH NEW PARTITION WALL . REFER TO A SERIES DWGS FOR PENETRATION DETAILS. Consultant: iv, 0 tc i n g u Idp% r WIRELESS �� A� ��U�� U �� U�� K��U��»�^U U FACILITY �� ~^AU ��_~�' SWITCH K.�� K~�&��UU U U � � 1 7 UV �N[}N[[> AVE.� } / W. vY�1{\|�L-|\ ��YL_ ��K]T� �K|/\ /�� Or}-7[l-7 ��1 �n|� |� �|��, �� / V/ —��7 | B ISSUED AS 95% COMPLETE JAN.20/05 ERG A ISSUED AS 75% COMPLETE JAN.7/05 ERG .,.a..` Description Date By \�=~ ' '~j~`` No.: `~~~~~~~'WITHOUT Drawn: E.GOBBO Design: B. COLLEDGE Checked: H. WIJAYASIRI CAD Dwg. File: 9053003,01.F.1.01 DO NOT SCALE DRAWINGS, CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS ��. DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD, NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. Sheet Title: FIRE ALARM 'S"'YSTEMS LAYOUT I 1 2 3 4 6 ABBREVIATIONS SPECIFICATIONS 1.0 GENERAL 1.13 OPERATION AND MAINTENANCE MATERIALS 2.0 HVAC A/C AIR CONDITIONING UNIT H2 HYDROGEN 1.1 SCOPE OF WORK - SUBMIT COPIES OF 0&M MANUALS TO PROJECT MANAGER FOR REVIEW. MANUALS AFF ABOVE FINISHED FLOOR HOR€Z HORIZONTAL SHALL INCLUDE SHOP DRAWINGS OF ALL NEW EQUIPMENT, TEST AND BALANCING HVAC, SCOPE AHU AIR HANDLING UNIT HR HOUR - FURNISH ALL MATERIALS, LABOR, TOOLS, SUPPORTS, SUPERVISION TO PROVIDE A REPORTS, COMMISSIONING REPORTS, WARRANTIES, AND OPERATION AND ALT ALTERNATE HT HEIGHT COMPLETE INSTALLATION, TESTED, VERIFIED AND IN WORKING ORDER, AS SHOWN ON MAINTENANCE PROCEDURES. - CONTRACTOR SHALL PROVIDE AND INSTALL HVAC SYSTEM MODIFICATIONS INCLUDING HP HIGH POINT THE DRAWINGS. CONTROLS, DIFFUSERS, GRILLES, REGISTERS, DAMPERS, ACCESS DOORS, DUCTWORK, L ARCH ANGLE ARCHITECT INSUL INSULATION - MAKE GOOD ANY DAMAGES TO NEW OR EXISTING SURFACES AND EQUIPMENT CAUSED 1,14 OPEN FLAMES AND WELDING THERMAL INSULATION. E INT INTERIOR BY MECHANICAL TRADES. - CONTRACTOR SHALL REMOVE, DEMOLISH OR RELOCATE EXISTING DUCTWORK, FANS @ AT MFR MANUFACTURER - COORDINATE ACCESS AND WORKING HOURS WITH THE PROJECT MANAGER AND OTHER - NO OPEN FLAMES OR WELDING IS PERMITTED WITHIN THE BUILDING WITHOUT WRITTEN AND ACCESSORIES AS INDICATED ON DRAWINGS TO ACCOMMODATE NEW WORK, B.A.S. BUILDING AUTOMATION SYSTEM MATL MATERIAL TRADES TO MINIMIZE DISRUPTIONS. PERMISSION BY THE PROJECT MANAGER. - NEW DUCTWORK SHALL BE CONSTRUCTED TO ASHRAE/SMACNA STANDARDS. BD BACK DRAFT DAMPER MAX MAXIMUM - FOR GENERAL PROVISIONS REFER TO DRAWING A.0.02. - DUCT SIZES ARE LISTED ON DRAWINGS. ALL DUCT SIZES SHOWN ARE CLEAR INSIDE BFF BELOW FINISH FLOOR MECH MECHANICAL 1.15 CUTTING AND PATCHING DIMENSIONS, BFG BELOW FINISH GRADE mm MILLIMETER 1.2 CODES AND REGULATIONS - CONTROLS (NEW BAS AND RELATED DEVICES) SHALL BE UNDER SEPARATE CONTRACT. BFP BACK FLOW PREVENTER MIN MINIMUM - PROVIDE CUTTING, PATCHING AND PAINTING FOR ALL OPENINGS. USE QUALIFIED COORDINATE WITH CONTROLS CONTRACTOR, BO BY OTHERS MISC MISCELLANEOUS - PERFORM ALL WORK TO APPLICABLE CODES AND REGULATIONS FOR THE PROJECT TRADES FOR THIS WORK. RESTORE FINISHES TO MATCH EXISTING SURROUNDINGS. BOT BOTTOM NIC NOT IN CONTRACT LOCATION, INCLUDING BUT NOT NECESSARILY LIMITED T0: SUPPLY AND INSTALL APPROVED FIRESTOPS AS REQUIRED TO MAINTAIN FIRE RATING. 2A DUCTWORK AND FITTINGS Consultant: CL CENTER LINE NOM NOMINAL - UNIFIED BUILDING CODE PIPING AND VENTS THROUGH WALL AND ROOF SHALL BE BY THE MECHANICAL CLG CEILING NTS NOT TO SCALE - UNIFIED FIRE CODE DIVISION CONTRACTOR, INCLUDING ALL PATCHING. - DUCTWORK SHALL BE TO SMACNA 2" WG CONSTRUCTION, WITH ALL REINFORCEMENTS CO CLEAN OUT OC ON CENTER - PLUMBING CODE FOR 2" CONSTRUCTION, EXCEPT THAT MINIMUM SHEET METAL THICKNESS SHALL BE COTG CLEAN OUT TO GRADE OD OUTSIDE DIAMETER - STATE BUILDING CODE AND REGULATIONS 1,16 PENETRATIONS AND FIRESTOPPING 20 GAUGE, OR EXISTING THICKNESS. CONC CONSTR CONCRETE CONSTRUCTION PSI POUNDS PER SQUARE INCH - MUNICIPAL OR LOCAL REGULATIONS AND ORDINANCES - CODES SHALL DEFINE THE MINIMUM PERFORMANCE ALLOWABLE. WHERE THESE - PROVIDE ULC LISTED FIRESTOP SYSTEM AROUND DUCT, PIPE AND CONDUIT OPENINGS - CROSS BREAK ALL DUCTWORK, AND REINFORCE AS NECESSARY TO AVOID VIBRATION AT OPERATING CONDITIONS. �/}� lY1 Ci R R T S C7 N CONT CONTINUOUS PSF POUNDS PER SQUARE FOOT DOCUMENTS REQUIRE WORK EXCEEDING MINIMUM CODE REQUIREMENTS, THESE IN FLOORS AND WALLS AT TIME OF DUCT AND PIPE INSTALLATION. - ELBOWS SHALL HAVE RADIUS OF NOT LESS THAN DUCT WIDTH. BARBER-COLEMAN HE R S H F I E L D CTE CONNECT TO EXISTING PT PRESSURE TREATED DOCUMENTS SHALL APPLY, - GENERALLY SYSTEMS SHALL CONSIST OF LISTED MINERAL WOOL INSULATING GATT "AIRTURNS" OR HART & COOLEY "DUCTURNS" TURNING VANES SHALL BE PROVIDED CTR CENTER R RD RADIUS ROOF DRAIN WITH FIRESTOP CAULK OR SEALANT APPLIED PER MANUFACTURERS INSTRUCTIONS. IN ELBOWS OF LESSER RADIUS IN ALL DUCTWORK. Suite 223 - 5994 W, Las Positas Blvd. Pleasanton, San Francisco, CA 94588 COMPL/W COMPLETE WITH 1.3 STANDARDS MINIMUM RATING: 2 HOURS. - ROUND TAKE OFFS FOR DIFFUSERS SHALL BE FLARED SPUN INLET CONES. DOVETAIL Tel: 925-574-2122 Fax: 925-828-6022 DCw DOMESTIC COLD WATER REQD RM REQUIRED ROOM - PERFORM ALL WORK IN ACCORDANCE WITH THE FOLLOWING STANDARDS AS (CLINCH LOCK} CONNECTIONS SHALL NOT BE PERMITTED, DIA/0 DIAMETER APPLICABLE: 1.17 ELECTRICAL CONTROL WIRING - RECTANGULAR TAKE OFFS SHALL BE 45 DEC TAPERED ENTRIES, WITH RIVETED BUTT DIN DOWN RO ROUGH OPENING - SMACNA DUCT STANDARDS FLANGES, CORNER FILLER PIECE AND GASKETS, CLINCH LOCK CONNECTIONS SHALL OS DOWNSPOUT RTU ROOF TOP UNIT - ASHRAE HANDBOOKS - ALL LOW VOLTAGE CONTROL WIRING AND CONDUIT SHALL BE BY THIS DIVISION, TO NOT BE PERMITTED. DUCT OPENING SHALL BE ACCURATELY CUT TO MATCH TAKEOFF DET DETAIL SAN SANITARY DRAIN - NFPA 1 NFPA 47, NFPA 70 NFPA 72 NFPA 92A. NFPA 204 ELECTRICAL DIVISION STANDARDS. AND SHALL NOT EXTEND INTO BRANCH AIR STREAM. EA EACH SCHED SCHEDULE - ELECTRICAL SHALL PROVIDE 120V POWER AND MAKE CONNECTIONS TO 120/24V - ALL TRANSVERSE AND LONGITUDINAL JOINTS SHALL BE SEALED WITH LISTED, SOLVENT*t . ELEC ELECTRIC ELECTRICAL / SECT SECTION - APPLICABLE CINGULAR STANDARDS -WHERE DOCUMENTS REQUIRE WORK EXCEEDING STANDARDS, THESE DOCUMENTS POWER SUPPLY, PROVIDED BY MECHANICAL. COORDINATE LOCATION OF POWER FREE DUCT SEALANT AND TAPE, SMOKE GENERATION/FIRE PROPAGATION LESS THAN k t , fi d EL ELEVATION SF SQUARE FOOT SHALL APPLY. SUPPLY WITH ELECTRICAL. 25/50. EP ELECTRICAL PANEL SF SIMILAR - EXISTING PROPRIETARY JOINTS AND FLANGE SYSTEM TO BE USED IN ALL EXPOSED` EQ EQQUALUAL SO FT SQUARE FOOT 1.4 DRAWINGS AND SPECIFICATIONS 1.18 COORDINATION WITH WORK OF OTHER DIVISIONS LOCATIONS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. EXT EXTERIOR SST STAINLESS STEEL 1,1 EXIST EXISTING STD STANDARD - COMPLY WITH THE GENERAL SECTIONS AND CONTRACT DOCUMENTS - COORDINATE WORK WITH THAT OF OTHER TRADES TO AVOID INTERFERENCES AND 2.2 FLEXIBLE CONNECTORS FA FROM ABOVE STRUCT STRUCTURAL - DRAWINGS SHOW ONLY THE GENERAL INTENT AND SCOPE OF THE WORK. WHERE MINIMIZE CUTTING & PATCHING OF SERVICES. FB FROM BELOW TA TO ABOVE SCOPE OR INTENT IS UNCLEAR, OBTAIN CLARIFICATIONS FROM THE ENGINEER. - FLEXIBLE CONNECTIONS TO BE FIRE RESISTANT NEOPRENE COATED GLASS FABRIC. FD FLOOR DRAIN TB TO BELOW - DETAILS MAY NOT ALL BE SHOWN FOR CLARITY. WORK INCLUDES ALL ITEMS 1.19 IDENTIFICATION PROVIDE FLEXIBLE CONNECTIONS AT ALL DUCTED HVAC UNITS AND FANS AND WHERE m' _ FEC FIRE EXTINGUISHER CABINET TEMP Y T TEMPORARY T T F REQUIRED TO INSTALL COMPLETE FUNCTIONING SYSTEMS, IN ACCORDANCE WITH THE -ALL SERVICES INCLUDING CONTROL & POWER CONDUIT. HVAC EQUIPMENT AND FANS INDICATED ON DRAWINGS'� r FHC FIRE HOSE CABINET THK TOS THICKNESS TOP OF STEEL SCOPE OF WORK AND CODE REQUIREMENTS. - DRAWINGS ARE SCHEMATIC ONLY. DO NOT SCALE. SHALL BE IDENTIFIED WITH ADHESIVE LABELS TEXT MINIMUM 1" IN HEIGHT WITH 2.3 DUCT HANGERS AND SUPPORTS FIN FLR FINISH FLOOR TSP TRAP SEAL PRIMER - DRAWINGS SHOW GENERAL INTENT OF THE WORK AND PROPOSED ROUTING ONLY. FLOW ARROWS AS REQUIRED. FLEX FD FD FSD FLEXIBLE CONNECTION FLOOR FIRE DAMPER FIRE/SMOKE DAMPER -(�,P UNO U/S TYPICAL UNLESS NOTED OTHERWISE UNDERSIDE - FIELD MEASURE TO CONFIRM ALL DIMENSIONS BEFORE PROCEEDING WITH FABRICATION. DO NOT SCALE DRAWINGS. - CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING POSSIBLE INTERFERENCES OR 1.20 PAINTING - TOUCH UP AND MAKE GOOD EXISTING SURFACES DAMAGED DURING THE WORK. MAKE - TO ASHRAE AND SMACNA, STRAP HANGERS SHALL NOT BE PERMITTED. - PROVIDE APPROVED JOIST CLAMPS OR CONCRETE INSERTS ELECTROPLATED THREADED ROD, PREFABRICATED METAL CHANNELS, "UNISTRUT" OR EQUAL. � ■ GA GAUGE VIF VERIFY IN FIELD CONFLICTS WITH EXISTING SYSTEMS AND INFORMING THE PROJECT MANAGER. GOOD TO EXISTING STANDARD. - SPACING TO ASHRAE/SMACNA. ing c u GALV GALVANIZED VERT VERTICAL - WHERE SURFACE IS EXTENSIVELY DAMAGED, ALLOW FOR COMPLETE REFINISHING TO - DO NOT SUPPORT DUCTWORK OR ACCESSORIES ON OR FROM FANS AND AIR GEN GENERAL W/ WITH 1.5 PERMITS AND FEES ORIGINAL STANDARD. CONDITIONING EQUIPMENT. WIRELESS - SUPPORT FANS AND AIR CONDITIONING EQUIPMENT INDEPENDENTLY OF DUCTWORK. - OBTAIN AND PAY FOR ALL REQUIRED PERMITS, INSPECTION FEES, ETC. AS REQUIRED - PROVIDE SEISMIC BRACING AS REQUIRED FOR NEW DUCTWORK AND HVAC EQUIPMENT. BY THE AUTHORITIES HAVING JURISDICTION. 1.21 DIELECTRIC ISOLATION - OBTAIN ALL PERMITS BEFORE PROCEEDING WITH WORK. - PROVIDE ISOLATION WHEN USING DISSIMILAR MATERIALS, TO PREVENT GALVANIC 2.4 DAMPERS BALANCING - CONTRACTOR SHALL BE RESPONSIBLE SHOULD FAILURE TO OBTAIN PERMITS OR PAY FEES OCCUR. ACTION. - BALANCING DAMPERS SHALL BE MANUALLY OPERATED OPPOSED BLADE OR SPLITTER j��'�` /� SA A A N f� LEGEND 1.6 SITE CONDITIONS 1,22 BONDING AND GROUNDING TYPE. SPUTTER DAMPERS SHALL BE COMPLETE WITH CONTROL ROD, PIVOT BRACKET AND BALL JOINT FITTING WITH LOCKING SETSCREW. 1 r 1 +'� SWITCH FACILITY - EXAMINE SITE CONDITIONS TO ENSURE THAT WORK CAN BE SATISFACTORILY CARRIED ELECTRICAL 2.5 DAMPERS FIRE AND SMOKE % W. WARNER AVE. OUT AS SHOWN. IF SITE EXAMINATION REVEALS ANY DIFFICULTIES, THESE MUST BE - PROVIDE BONDING ACROSS ALL DIELECTRIC/INSULATING AND FLEXIBLE CONNECTIONS INDICATED IN THE TENDER PRICE, AND BROUGHT TO THE ATTENTION OF THE PROJECT SERVING MECHANICAL SYSTEMS, BOTH NEW AND EXISTING. - FIRE DAMPER (FD) SHALL BE CURTAIN TYPE WITH 135 DEG FUSIBLE LINK SUITABLE SANTA ANA, CA 92707-3441 MANAGER, 1.23 PRESSURE TESTING. PIPING FOR HORIZONTAL OR VERTICAL INSTALLATION, 1 1 /2 HR UL RATED OR AS PER ENCLOSURE FIRE RESISTANCE RATING. FD SHALL BE RUSKIN MODEL DIBD2 STYLE B EXISTING BUILDING 1.7 EXISTING EQUIPMENT AND SYSTEMS - ALL PIPING SYSTEMS SHALL BE PRESSURE TESTED TO 125PSIG OR 1.5 TIMES SYSTEM (OR EQUAL) FOR DUCT HEIGHTS NOT EXCEEDING 12" AND DIBD2 STYLE A (OR OBJECT LINE - DISCONNECT, RECONNECT OR RELOCATE EXISTING EQUIPMENT OR SERVICES WHERE OPERATING PRESSURE FOR A DURATION OF 4 HRS UNLESS OTHERWISE INDICATED. EQUAL) FOR DUCT HEIGHTS EXCEEDING 12", PROVIDE ACCESS DOORS AT EACH FD SHOWN OR REQUIRED TO PERMIT NEW WORK TO BE INSTALLED WITHOUT UNLESS FRONTAL ACCESS TO FD IS AVAILABLE, INTERFERENCES. 1.24 SEISMIC RESTRAINTS - COMBINATION FIRE AND SMOKE DAMPER (FSD) SHALL BE ULTRA LOW LEAKAGE 1 1 /2 - ENSURE THAT REQUIRED SERVICES ARE MAINTAINED. COORDINATE WITH THE PROJECT HR UL RATED WITH 24V ELECTRONIC ACTUATOR. ELECTRONIC ACTUATOR SHALL BE --��--- DEMOLITION LINE MANAGER BEFORE ANY ESSENTIAL SERVICES ARE INTERRUPTED, - SEISMIC CONNECTIONS FOR ALL VENDOR SUPPLIED EQUIPMENT SHALL BE DESIGNED FACTORY INSTALLED BY DAMPER MANUFACTURER. FSD SHALL BE RUSKIN MODEL - ROUTING OF NEW SERVICES MAY BE ADJUSTED TO ACCOMMODATE EXISTING SERVICES BY THE STRUCTURAL ENGINEER RETAINED BY THE VENDOR. VENDOR TO SUPPLY FSD60 OR EQUIVALENT LEAKAGE CLASS, 1, OR APPROVED EQUAL. PROVIDING THAT THE INTENT OF THE DRAWINGS IS MET AND THE SAME STANDARDS STAMPED SHOP DRAWINGS OF CONNECTIONS FOR REVIEW BY PROJECT MANAGER - FSD SHALL BE WITH SLEEVES SUITABLE FOR DUCT INSTALLATION, OR WITHOUT ARE MAINTAINED, PROVIDE DRAWINGS OF PROPOSED REVISIONS FOR APPROVAL PRIOR TO FABRICATION. PROJECT MANAGER WILL PROVIDE BASE BUILDING STRUCTURE SLEEVES FOR NON DUCTED TRANSFER GRILLE LOCATIONS. BEFORE BEGINNING ANY WORK AND INCORPORATE IN AS BUILT DRAWINGS. FOR SUPPORTING EQUIPMENT BASED UPON THE VENDORS DESIGN REQUIREMENTS. NEW CONSTRUCTION COORDINATE ALL ROUTING CHANGES WITH OTHER TRADES WHO MAY BE AFFECTED. - PROVIDE SEISMIC BRACING FOR ZONE 4 FOR ALL DUCTS, CONDUIT, AND PIPING. 2.6 EXHAUST FAN "EFA" LINE PROJECT MANAGER TO BE ADVISED PRIOR TO CHANGES WHERE CHANGES COULD BE SIGNIFICANT. - CABINET FAN WITH INTEGRAL INLET GRILLE, 6" DIAMETER OUTLET, MAX, SOUND POWER 0 ISSUED FOR CONSTRUCTION FEB.16/05 MGG - THE CONTRACTOR IS TO TAKE EXTRA CARE DURING THIS INSTALLATION NOT TO 1.0 SONES AT INLET. B ISSUED AS 95% COMPLETE JAN.20/04 MGG 00 DISTURB THE OPERATIONS OF THE COMPLEX. IT IS CRITICAL THAT THERE WILL BE - FAN SHALL BE GREENHECK MODEL SP-13150 DIRECT DRIVE FAN, 100CFM@0.25"SP, KEYNOTE INDICATOR NO UNSCHEDULED SHUTDOWNS OR INTERRUPTIONS OF ANY OPERATIONS, ALL 129W, 706RPM, COMPLETE WITH DECORATIVE GRILLE, RECTANGULAR WELL CAP WITH A ISSUED AS 75% COMPLETE JAN.7/04 MGG ASSOCIATED COSTS OF SUCH WILL BE PASSED TO THE CONTRACTOR, BACKDRAFT DAMPER AND SCREEN, SOLID STATE SPEED CONTROLS, WALL MOUNTED ON/OFF CONTROLS, Mark Description Date By 1,8 GUARANTEE /,� 2.7 AIR CONDITIONING UNITS EXISTING I \ REVISION INDICATOR - WARRANT ALL LABOR AND MATERIALS INCLUDED IN THIS CONTRACT FOR A PERIOD OF Project No.: 9053003.00 ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE. - EXISTING UNITS AHU-1 AND AHU-2 AND EXHAUST FANS TO REMAIN. Date: DEC.17/04 - ASSUME FULL RESPONSIBILITY FOR LAYOUT OF ALL WORK AND FOR ANY DAMAGE CAUSED TO PROJECT MANAGER OR OTHERS BY IMPROPER CARRYING OUT OF THE 2.8 SUPPLEMENTARY COOLING BATTERY ROOM Drawn: M. GREEN WORK' - PROVIDE SUPPLEMENTARY COOLING UNIT FOR BATTERY ROOM CONSISTING OF 5 TON -" ""- - 1.9 CLEANING CARRIER HORIZONTAL FAN COIL UNIT WITH DX COIL, DRAIN PAN, EXPANSION VALVE, Design: P. SEGUIN g PIPE BELOW GRADE INSULATED CABINET, FILTER SECTION, PACKAGED CONTROLS SUITABLE FOR SETPOINT - LEAVE PREMISES IN CLEAN AND NEAT CONDITION AT TERMINATION OF WORK EACH CONTROL AND FAN CONTROL FROM A BAS (BAS BY FACILITIES ROBOTICS). PROVIDE DAY. AIR COOLED CONDENSER, MOUNTED ON NEOPRENE ISOLATION PADS. LOCATE Checked: - DO NOT ACCUMULATE DEBRIS AND WASTE MATERIALS ON SITE. REMOVE FROM SITE CONDENSER IN COOLING TOWER ENCLOSURE, LOCATION TO BE DETERMINED ON SITE. DAILY. SYSTEM SHALL BE 208 V 1 PHASE. CAD Dwg. File: 9053003.00.M.0.01 DIFFUSER - PROVIDE INSULATED CONDENSATE DRAIN, CONNECT TO WASHROOM DRAINS BY 1.10 MATERIALS INDIRECT DRAIN CONNECTION, TRAP SEAL PRIMED, IN ACCORDANCE TO CODE. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS - FIELD LOCATE UNIT AT HIGH LEVEL CLOSE TO GR€DLINE E, CONFIRM WITH PROJECT AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO - USE ONLY NEW UL OR FM CERTIFIED EQUIPMENT AND MATERIALS UNLESS OTHERWISE MANAGER BEFORE INSTALLING. VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS INDICATED. DRAWING ARE SUPERSEDED BY THE LATEST REVISION, ALL DRAWINGS ICI - ONLY FIRST CLASS WORKMANSHIP WILL BE ACCEPTED WITH RESPECT TO STANDARD 2.9 BALANCING AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD. MOTORIZED DAMPER PRACTICES, SAFETY, ACCESSIBILITY, DURABILITY AND NEATNESS OF INSTALLATION NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING IWI WORK - MECHANICAL CONTRACTOR SHALL EMPLOY THE SERVICES OF A LICENSED INDEPENDENT CONSTRUCTION REVIEW OF THIS PROJECT. BALANCING COMPANY TO BALANCE THE AIR SYSTEMS TO ACHIEVE THE AIRFLOWS 1.11 SHOP DRAWINGS SHOWN, Sheet Title: - THE BALANCING CONTRACTOR SHALL BE SUBJECT TO APPROVAL BY THE PROJECT i BALANCING DAMPER - SUBMIT THREE 3 COPIES OF SHOP DRAWINGS AND PRODUCT DATA FOR PROJECT { } MANAGER AND PROJECT MANAGER BEFORE BALANCING COMMENCES. SHOULD MANAGER'S REVIEW COVERING ALL RELEVANT DETAILS, DIMENSIONS AND BALANCING CONTRACTOR NOT BE ACCEPTABLE, OBTAIN SERVICES OF OTHER SUITABLE PERFORMANCE. FIRM AT NO EXTRA COST TO THE PROJECT MANAGER. MECHANICAL - THE BALANCING COMPANY SHALL SUBMIT A COMPLETE REPORT. 1.12 AS BUILT DRAWINGS - ACCEPTANCE OF BALANCING AND REPORT WILL BE SUBJECT TO ON SITE ABBREVIATIONS, LEGEND 0 (� TEMPERATURE SENSOR MEASUREMENT AND/OR VERIFICATION OF THE REPORT BY THE PROJECT MANAGER. - MAINTAIN A RECORD OF ALL REVISIONS. PREPARE RECORD DRAWINGS IN A NEAT - IF BALANCING RESULTS ARE UNSATISFACTORY, REBALANCE AT NO COST TO THE AND SPECIFICATIONS MANNER SHOWING ALL DEVIATIONS IN WORK, ON COMPLETION OF WORK, SUBMIT TO PROJECT MANAGER, RESUBMIT REPORTS, THE PROJECT MANAGER ONE COPY OF AS BUILT DRAWINGS. Mal- 2.10 DIFFUSERS AND GRILLES ' D - REFER TO SCHEDULES. �.0.01 4gs v t a H 9 try I 3 0 I a li N O 0 0 0 M 0 0 M rn W w 3.0 HVAC CONTROLS - CONTROLS (NEW BAS AND RELATED WORKS) SHALL BE SUPPLIED, INSTALLED, TESTED AND OPERATIONS VERIFIED, BY FACILITIES ROBOTICS INC., UNDER A SEPARATE CONTRACT WITH THE OWNER. - PROVIDE SERVICES IDENTIFIED IN THE CONTRACT DOCUMENTS, AND INCLUDE FOR COORDINATION AND CALIBRATION SERVICES REQUIRED FOR A COMPLETE AND FUNCTIONAL SYSTEM." 4.0 HVAC MAINTENANCE REQUIREMENTS 4.1 NOT USED 4.2 CONTROL DEVICE REPAIR AND REPLACEMENT - REPAIR OR REPLACE THE FOLLOWING DEVICES, CALIBRATE BEFORE PLACING IN SERVICE: - COOLING TOWER 1 AND 2 WATER TREATMENT SYSTEM SAMPLE WATER PH SENSOR - COOLING TOWER 1 AND 2 LOW AND HIGH SUMP WATER LEVEL MONITOR SWITCH - COOLING TOWER 1 AND 2 WATER TREATMENT SYSTEM WATER SAMPLE LINE FLOW SWITCHES - CONDENSER WATER DIVERTER VALVES. 2 REQUIRED, 6" TWO WAY WITH ELECTRIC ACTUATOR, TO MATCH EXISTING, MARK 'DV' - REPLACE EXISTING EXHAUST FAN BELTS WITH BELTS OF EQUAL QUALITY, AND SAME OR BETTER PERFORMANCE CHARACTERISTICS. 4.3 FILTERS - REPLACE ALL EXISTING OUTSIDE AIR, MIXED AIR AND RELIEF AIR FILTERS WITH EQUIVALENT PRODUCTS. FILTERS AS FOLLOWS: - AHU-1 AND AHU-2 OUTSIDE AIR - AHU-1 AND AHU-2 MIXED AIR (COIL) - MAIN SWITCH RELIEF AIR - CHILLER ROOM AIR INTAKE - GENERATOR ROOM AIR INTAKE 4.4 NOT USED 4.5 NQT USED 4.6 CHILLERS 1 AND 2: - INSPECT, VERIFY, TEST AND START UP BOTH CHILLERS. - INSPECTION SHALL INCLUDE CHILLER TUBE INSPECTION AND REPORT. - CHILLER 2 HAS LOW REFRIGERANT CHARGE, INSPECT AND TEST FOR LEAKS, MAKE GOOD LEAKS, AND RE -CHARGE WITH REFRIGERANT TO SUIT. - ALL WORK TO BE DONE BY LICENSED REFRIGERATION TECHNICIANS, IN ACCORDANCE WITH ALL APPLICABLE ENVIRONMENTAL REGULATIONS 4.7 HUMIDIFIERS - REPLACE WATER CYLINDERS IN HUMIDIFIERS H1 AND H2 (SERVING AHU-1 AND AHU-2), AND VERIFY UNIT OPERATION. 4.8 COOLING TOWERS - REPLACE CT-1 MOTOR (DUE TO FAILED BEARING) WITH NEW MOTOR OF EQUAL QUALITY, AND SAME OR BETTER PERFORMANCE CHARACTERISTICS, SUITABLE FOR VSD OPERATION. - TEST AND REPORT ON VFD-1 OPERATION, 5.0 PLUMBING AND DRAINAGE 5.1 PLUMBING GENERAL - CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING EXACT LOCATIONS OF EXISTING PIPING. APPROXIMATE DISTANCES ARE INDICATED ON DRAWINGS AS REQUIRED. - CONTRACTOR SHALL PROVIDE ALL MATERIALS AS REQUIRED INCLUDING PIPING, VALVES, FITTINGS, HANGERS, SUPPORTS AND THERMAL INSULATION FOR COMPLETE SYSTEM OPERATION. - INSTALLATION SHALL MEET ALL REQUIREMENTS OF APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. - REPAIR AND/OR REPLACE MISSING OR DAMAGED INSULATION ON BASE BUILDING PIPING SYSTEMS TO BASE BUILDING STANDARDS. 5.2 DOMESTIC COLDZHOT WATER PIPE - TYPE L COPPER TO ASTM B88M - JOINTS SHALL BE TIN/SILVER OR TIN/ANTIMONY (95% / 5%) SOLDER AND NON -CORROSIVE FLUX. ALL SOLDER SHALL BE LEAD FREE. - PROVIDE ISOLATION FOR NEW FIXTURES AS PER CODE REQUIREMENTS. 5.3 DRAINAGE WASTE AND VENT PIPING - ABOVE GROUND SANITARY LESS THAN 75MM AND VENT SHALL BE TYPE DWV TO ASTM B306 WITH CAST BRASS OR WROUGHT COPPER FITTINGS TO CAN/CSA B125. - JOINTS FOR COPPER TUBE/ PPE SHALL BE TIN -LEAD (50%TN-50%PB) SOLDER - ABOVE GROUND SANITARY, STORM AND VENT GREATER THAN 75MM SHALL BE DUCTILE IRON. - JOINTS FOR CAST IRON SHALL BE MECHANICAL JOINT FOR SANITARY .4 NOT IN USE A 5.5 VALVES - ISOLATION VALVES SHALL BE BRASS UNION TYPE BODY, CLASS 125, BALL VALVES WITH FULL PORTS, SOLDER END FITTINGS, STAINLESS STEEL BALL, TEFLON SEALS, BUNA N O-RINGS SUITABLE FOR THE APPLICATION. 5.6 BACKFLOW PREVENTER AND TRAP SEAL PRIMER - EXISTING WATTS 2" TROUBLE CHECK BFP TO BE TESTED AND SERVICED. - EXISTING FAILED SEAL PRIMER, 3V' IN COOLING TOWER ENCLOSURE TO BE REPLACED 5.7 EMERGENCY SHOWER AND EYE WASH - PROVIDE BRADLEY MODEL S19-788, PORTABLE, PRESSURIZED EYE/FACE WASH UNIT, UNIT TO BE IN BATTERY ROOM. - PROVIDE BRADLEY MODEL S 19-690A 4-WHEEL CART, TO ALLOW FOR ACCESS WITHIN 10 FEET OF WORK. YY'V" 5.8 NOT IN USE / ' 6.0 INSULATIO 6.1 GENERAL - FOR ALL OTHER PROCESS AND PLUMBING PIPES: UNLESS OTHERWISE INDICATED, PROVIDE AND INSTALL FIBERGLASS INSULATION WITH REINFORCED VAPOR RETARDER FACING AND FACTORY APPLIED ADHESIVE CLOSURE SYSTEM. INSULATION SHALL BE JOHNS MANVILLE MICRO-LOK AP-T PLUS OR EQUIVALENT. - MINIMUM PIPE INSULATION SHALL BE IN ACCORDANCE WITH LATEST EDITION OF ASHRAE STD. 90.1. - INSTALL ALL INSULATION AND JACKETS AS PER MANUFACTURER RECOMMENDATIONS. - PIPING HANGERS AND SUPPORTS SHALL BE SPACED IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. - PIPING IS SHOWN IN SCHEMATIC ARRANGEMENTS. PIPING INSTALLATION TO CONFORM WITH APPLICABLE CODES AND STANDARDS AND MANUFACTURER'S RECOMMENDATIONS, INCLUDING PIPE SIZING AND ACCESSORIES. - PIPE HANGERS SHALL BE GRINNELL ADJUSTABLE CLEVIS TYPE OR EQUIVALENT. 6.2 EXPOSED SERVICES - EXPOSED SERVICES SHALL BE PROVIDED WITH LISTED CANVAS JACKET, SEALED AND FINISH PAINTED, LISTED PVC FITTING COVERS WITH 25/50 FIRE/SMOKE RATING, TWO COATS FINISH PAINT, COLOR AS DIRECTED BY CLIENT'S PROJECT MANAGER, WITH IDENTIFICATION AS SPECIFIED. 6.3 CONCEALED SERVICES - CONCEALED SERVICES SHALL BE WITH ALL PURPOSE JACKET, UNPAINTED, LISTED PVC FITTING COVERS WITH 25/50 FIRE/SMOKE RATING, WITH IDENTIFICATION AS SPECIFIED. 6.4 EXTERIOR SERVICES - INSULATED PIPING AND DUCTWORK FOR EXTERIOR INSTALLATION SHALL BE COMPLETE WITH EMBOSSED ALUMINUM JACKET AND PREFABRICATED FITTINGS COVERS. - INSTALL WITH STAINLESS STEEL BANDING ON 12" CENTERS, MINIMUM 3" LAPS AT ALL CONNECTIONS, LAPS SEALED WITH FLEXIBLE NON HARDENING EXTERIOR GRADE SEALANT ON TOPS AND SIDES, LEAVE BOTTOM SEAMS UNSEALED. ALL TRANSVERSE JOINTS TO BE SEALED. - ON PIPING, ALL LONGITUDINAL SEAMS SHALL BE ON SIDE QUADRANT OF PIPE, WITH LAPS ARRANGED TO SHED WATER. 6.5 PIPING REFRIGERATION - DIRECT EXPANSION REFRIGERANT PIPING SHALL BE INSULATED WITH 3/8" ARMAFLEX. C/W ARMAFLEX MESH COATING, edit per 1033097 - INTERIOR - EXTERIOR 6.6 PIPING DOMESTIC WATER - 1/2 INCH FG, VB JACKET, SEALED AND TAPED JOINTS, PREFORMED FOR FITTINGS - JACKETS AND FINISHES AS SPECIFIED ELSEWHERE 6.7 PIPING CONDENSATE DRAINAGE - 1/2 INCH FG, VB JACKET, SEALED AND TAPED JOINTS, PREFORMED FOR FITTINGS - JACKETS AND FINISHES AS SPECIFIED ELSEWHERE - INSULATE FIRST 10 ft OF FRESH AIR SUPPLY AND EXHAUST DUCTS INSIDE ROOM WHEN DUCT IS CONNECTED TO EXTERIOR WALL. - INSULATE FULL LENGTH OF SUPPLY AND RETURN and EXHAUST DUCTS THAT ARE ROUTED THROUGH A NON -CONDITIONED SPACE. - THERMAL INSULATION IS NOT REQUIRED ON SUPPLY AND RETURN DUCTS CONFINED WITHIN A CONDITIONED SPACE. - USE RIGID INSULATION AND DRYWALL TYPE CORNER BEADS IN AREAS WHERE INSULATION IS EASILY SUSCEPTIBLE TO DAMAGE. - INSTALL INSULATION AND MEMBRANE (WHERE APPLICABLE) IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. - THERMAL INSULATION SHALL BE 2" THICK BLANKET MINERAL FIBER OR 1 1/2" THICK RIGID MINERAL FIBERBOARD. - INSULATION SHALL BE FOIL FACED HAVING FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPMENT CLASSIFICATION OF 50 OR LESS. - ACCEPTABLE BLANKET MINERAL FIBER SHALL BE JOHNS MANVILLE MICROLITE DUCT WRAP TYPE 100 OR EQUIVALENT. - ACCEPTABLE RIGID MINERAL FIBERBOARD SHALL BE JOHNS MANVILLE 800 SERIES SPIN -GLASS TYPE OR EQUIVALENT. - SEAL ALL JOINTS WITH ULC LISTED SELF-ADHESIVE INSULATION TAPE FOR INDOOR DUCTS AND INSULATION, 7.0 GENERATOR SYSTEM AND APPURTENANCES 7.1 FUEL TANK LEVEL ALARMS 7.2 FUEL PIPING AND ACCESSORIES EXISTING - NO OTHER CHANCES TO EXISTING PIPING: 7.3 FUEL TRANSFER AND CONTROLS - NO CHANCES; EXISTING TO REMAIN - PROVIDE LISTED FIRE VALVES FOR FUEL ON SUPPLY LINE ENTERING GENERATOR ROOM, VALVE SHALL BE FM/UL LISTED, VALVE SHALL BE C/W FUSIBLE LINK AND MOTORIZED ACTUATOR FOR CONTROL FROM FIRE PANEL. 8.0 WATER TREATMENT: 8.1 SCOPE - PROVIDE COMPLETELY NEW STANDALONE WATER TREATMENT SYSTEM FOR EXISTING COOLING TOWER WATER, INCLUDING ALL NEW PUMPS, SENSORS, CONTROL DEVICES, RELAYS, PIPING AND TUBING, SAMPLING AND BLEED LINES, SOLENOID VALVES, STRAINERS AND AS REQUIRED TO PROVIDE A COMPLETE WATER TREATMENT SYSTEM WITH TWO BIOCIDE TREATMENTS, ONE SCALE/CORROSION TREATMENT SYSTEM. - RETAIN TWO EXISTING TOWER WATER BYPASS FILTERS, REPLACE FILTER MEDIA, FLUSH AND CLEAN FILTER HOUSING AND APPURTENANCES. INTEGRATE EXISTING CONTROLS INTO NEW TREATMENT SYSTEM. - RETAIN AND SERVICE EXISTING TREATMENT SYSTEM SENSORS AND CONTROL ELEMENTS INTEGRATED WITH THE EXISTING BAS (AS SPECIFIED IN 4.2 PREVIOUS). THESE DEVICES ARE TO BE RETAINED AND INTEGRATED INTO THE SITE ALARM SYSTEM BY THE BAS SUPPLIER. INCLUDE DEVICE CALIBRATION, AND COORDINATION WITH BAS VENDOR FOR DETERMINING AND SETTING ALARM LEVELS FOR EACH DEVICE. - PROVIDE NEW SENSORS FOR USE OF BAS VENDOR FOR ALARM FUNCTIONS. INCLUDE DEVICE CALIBRATION, AND COORDINATION WITH BAS VENDOR FOR DETERMINING AND SETTING ALARM LEVELS FOR EACH DEVICE. - REMOVE REDUNDANT WATER TREATMENT SYSTEM COMPONENTS. - RETAIN EXISTING DISTRIBUTION AND SAMPLING LINES, PROVIDE NEW AS REQUIRED. - FLUSH AND CLEAN EXISTING COOLING TOWER PIPING SYSTEM, AND REPLACE BYPASS FILTER CARTRIDGES, BEFORE RETURNING TO SERVICE. - DRAIN, FLUSH AND CLEAN, REFILL AND RECHARGE CLOSED LOOP CHILLED WATER TREATMENT SYSTEM WITH AN APPROVED SCALE AND ANTI -CORROSION TREATMENT CHEMICAL. RE -USE EXISTING CHEMICAL POT FEEDER. - PROVIDE INITIAL CLEAN, FLUSH AND FILL OF SYSTEMS, ONE YEAR TREATMENT SERVICES AND CHEMICALS. INITIAL TREATMENT SHALL BE FOLLOWED UP BY DAILY INSPECTIONS UNTIL SYSTEM HAS STABILIZED. - PROVIDE MONTHLY REPORTS ON SYSTEM WATER QUALITY, CHEMICAL USAGE AND MAINTENANCE PERFORMED.USING STANDARD SUPPLIER REPORT FORMAT 8.2 WATER TREATMENT: - CONDUCTIVITY CONTROL: CONDUCTIVITY CONTROL IS ACCOMPLISHED BY CONTROLLED BLEED OF THE COOLING TOWER WATER TO MAINTAIN A DESIRED CALCULATED SETPOINT (ADJUSTABLE). - PRELIMINARY CONTROL SYSTEM REQUIREMENTS: - DETERMINATION OF CONDUCTIVITY SETPOINT - THE CONDUCTIVITY SETPOINT WILL BE ESTABLISHED A U INGBASELINEMEASUREMENT OF A CITY WATER SAMPLE. S THE CHLORIDE ION CONCENTRATION WILL BE DETERMINED TO CALCULATE CYCLES OF CONCENTRATION, THE EQUIVALENT MEASURED CONDUCTIVITY OF 3-4 CYCLES OF CONCENTRATION WILL BE UTILIZED AS THE CONDUCTIVITY SYSTEM SETPOINT. - SAMPLE/CHEMICAL INJECTION LINE FLOW RATE SETTING - UTILIZING THE INSTALLED BALANCING VALVE, A FLOW RATE WILL BE SET BY CALIBRATING THE BALANCING VALVE WITH A DIFFERENTIAL PRESSURE GAGE AND CALIBRATION CHARTS. THE SELECTED FLOW RATE WILL BE BASED ON FLOW RATES REQUIRED FOR PROPER FLOW SWITCH OPERATION AND SENSOR FLOW REQUIREMENTS. - AUTO/OPERATOR MODE AUTO/OPERATOR MODE - CONDUCTIVITY CONTROL OPERATION CAN BE CONTROLLED FROM A STANDALONE WATER TREATMENT CONTROLLER AND PUT INTO "AUTO" OR "OPERATOR" CONTROL BY THE OPERATOR FROM THE CONTROL PANEL. - OPERATOR MODE - THE USER CAN MANUALLY COMMAND THE ON/OFF STATE OF THE SYSTEM BLEED SOLENOID VALVE BY OPERATING THE ON/OFF SWITCH. IN THIS MODE, THE ON/OFF STATE OF THE SYSTEM BLEED SOLENOID VALVE WILL NOT BE AFFECTED BY SYSTEM ALARMS (LOSS OF FLOW SWITCH STATUS, LOW CITY WATER PRESS, ETC.) AND WILL REMAIN IN THE STATE SELECTED BY THE USER. - AUTO MODE - THE CONTROLLER WILL CONTROL THE ON/OFF STATE OF THE SYSTEM BLEED SOLENOID VALVE, THE BLEED SOLENOID VALVE IS PROGRAMMED TO AUTOMATICALLY TURN ON (BLEED) WHEN CONDENSER WATER CONDUCTIVITY EXCEEDS THE CONDUCTIVITY SETPOINT (ADJUSTABLE). IN THIS MODE, THE SYSTEM BLEED SOLENOID VALVE WILL RESPOND AND REACT TO SYSTEM ALARMS (SEE SYSTEM ALARMS). - CONDENSER WATER CONDUCTIVITY CONTROL - CONDUCTIVITY CONTROL - CONTROLLER WILL MONITOR CONDENSER WATER CONDUCTIVITY. WHEN THE MEASURED VALUE EXCEEDS THE CONDUCTIVITY SETPOINT (ADJUSTABLE), THE SYSTEM BLEED SOLENOID VALVE WILL BE TURNED ON. WHEN THE MEASURED VALUE DECREASES BELOW (SETPOINT - DIFFERENTIAL (ADJUSTABLE)), THE SYSTEM BLEED SOLENOID VALVE WILL BE TURNED OFF. - SAMPLE/CHEMICAL INJECTION LINE FLOW SWITCH STATUS - CONTROLLER WILL MONITOR THE STATUS OF THE SAMPLE LINE FLOW SWITCH. WHEN FLOW STATUS IS LOST, CONTROLLER WILL DISABLE AUTOMATIC CONTROL OF THE SYSTEM BLEED SOLENOID VALVE, AUTOMATIC CONTROL OF THE SOLENOID VALVE WILL BE RESUMED WHEN FLOW STATUS IS RESTORED. A LOSS OF SAMPLE LINE FLOW ALARM WILL ALSO BE GENERATED. - LOW CITY WATER PRESSURE - WHEN THE MEASURED CITY WATER PRESSURE DECREASES BELOW THE LOW CITY WATER PRESSURE SETPOINT (ADJUSTABLE), AUTOMATIC CONTROL OF SYSTEM BLEED SOLENOID VALVE WILL BE DISABLED, A LOW CITY WATER PRESSURE ALARM WILL BE ALSO BE GENERATED AT THE BAS. AUTOMATIC CONTROL OF THE SYSTEM BLEED SOLENOID VALVE WILL BE RESTORED WHEN CITY WATER PRESSURE INCREASES TO THE VALUE (LOW CITY WATER PRESSURE SETPOINT + DIFFERENTIAL (ADJUSTABLE)). THE LOW CITY WATER PRESSURE ALARM WILL ALSO CLEAR AT THIS VALUE. - LOW COOLING TOWER SUMP LEVEL - CONTROLLER WILL MONITOR COOLING TOWER SUMP LEVEL. WHEN THE SUMP LEVEL ON ANY COOLING TOWER DECREASES BELOW THE LOW COOLING TOWER SUMP LEVEL SETPOINT (ADJUSTABLE), AUTOMATIC CONTROL OF THE SYSTEM BLEED SOLENOID VALVE WILL BE DISABLED. ALSO, A LOW COOLING TOWER SUMP LEVEL ALARM WILL BE GENERATED FOR THE AFFECTED COOLING TOWER AT THE BAS. AUTOMATIC CONTROL OF THE SOLENOID VALVE WILL BE RESUMED WHEN THE SUMP LEVEL INCREASES TO THE VALUE (LOW COOLING TOWER SUMP LEVEL SETPOINT + DIFFERENTIAL (ADJUSTABLE)). THE LOW COOLING TOWER SUMP LEVEL ALARM WILL ALSO CLEAR AT THIS VALUE. - HIGH COOLING TOWER SUMP LEVEL - WHEN THE SUMP LEVEL ON ANY COOLING TOWER EXCEEDS THE HIGH COOLING TOWER SUMP LEVEL SETPOINT (ADJUSTABLE), AUTOMATIC CONTROL OF ALL CHEMICAL PUMPS WILL BE DISABLED. ALSO, A HIGH COOLING TOWER SUMP LEVEL ALARM WILL BE GENERATED AT THE BAS FOR THE AFFECTED COOLING TOWER. AUTOMATIC CONTROL OF ALL CHEMICAL PUMPS WILL BE RESUMED WHEN THE SUMP LEVEL DECREASES TO THE VALUE (HIGH COOLING TOWER SUMP LEVEL SETPOINT - DIFFERENTIAL (ADJUSTABLE)). THE HIGH COOLING TOWER SUMP LEVEL ALARM WILL ALSO CLEAR AT THIS VALUE. - SCALE/CORROSION INHIBITOR INJECTION PUMP CONTROL: CONTROL OF SCALE/CORROSION INHIBITOR ADDITION IS ACCOMPLISHED BY THE METERED ADDITION OF CHEMICAL SOLUTION BASED ON THE AMOUNT OF MAKE-UP WATER ADDED TO THE SYSTEM. THE EXACT TIMED DOSAGE IS BASED ON CHEMICAL PUMP RATE AND MANUFACTURER'S PRESCRIBED CHEMICAL DOSAGE PER VOLUME OF MAKE-UP WATER ADDED. - PRELIMINARY CONTROL SYSTEM REQUIREMENTS: - DETERMINATION OF CHEMICAL PUMP ON DURATION - THE CHEMICAL DOSAGE WILL BE BASED ON MANUFACTURER'S PRESCRIBED DOSAGE PER 50 GALLONS OF MAKE-UP WATER ADDED. THE PUMP ON DURATION (ADJUSTABLE) WILL BE CALCULATED BASED ON PUMP RATE AND PRESCRIBED CHEMICAL DOSAGE PER 50 GALLONS OF MAKE-UP WATER ADDED. - FLOW RATE ADJUSTMENT OF MAKE-UP WATER - UTILIZING THE MAKE-UP WATER BALANCING VALVE, FLOW RATE WILL BE ADJUSTED TO MEET MAXIMUM FLOW RATING LIMITS OF THE MAKE-UP WATER METER. - AUTO/OPERATOR MODE AUTO/OPERATOR MODE - SCALE/CORROSION INHIBITOR PUMP CONTROL OPERATION CAN BE CONTROLLED FROM THE WATER TREATMENT CONTROLLER AND PUT INTO "AUTO" OR "OPERATOR" CONTROL BY THE OPERATOR. - OPERATOR MODE - THE USER CAN MANUALLY COMMAND THE ON/OFF STATE OF THE SCALE/CORROSION INHIBITOR PUMP BY OPERATING THE ON/OFF SWITCH. IN THIS MODE, THE ON/OFF STATE OF THE SCALE/CORROSION INHIBITOR PUMP WILL NOT BE AFFECTED BY SYSTEM ALARMS (LOSS OF FLOW SWITCH STATUS, LOW CITY WATER PRESS, ETC.) AND WILL REMAIN IN THE STATE SELECTED BY THE USER. - AUTO MODE - THE WATER TREATMENT CONTROLLER APPLICATION WILL CONTROL THE ON/OFF STATE OF THE SCALE/CORROSION INHIBITOR PUMP. THE SCALE/CORROSION INHIBITOR PUMP IS PROGRAMMED TO AUTOMATICALLY TURN ON WHEN THE MAKE-UP WATER METER SWITCH CLOSES (SET FOR EVERY 50 GALLONS). IN THIS MODE, THE SYSTEM BLEED SOLENOID VALVE WILL RESPOND AND REACT TO SYSTEM ALARMS (SEE SYSTEM ALARMS). - SCALE/CORROSION INHIBITOR PUMP CONTROL - SCALE/CORROSION INHIBITOR PUMP CONTROL - WATER TREATMENT CONTROLLER WILL MONITOR THE STATUS OF THE MAKE-UP WATER METER AND CHEMICAL INJECTION WILL BE ADJUSTED TO SUIT MAKE-UP WATER FLOW. - SAMPLE/CHEMICAL INJECTION LINE FLOW SWITCH STATUS - WATER TREATMENT CONTROLLER WILL MONITOR THE STATUS OF THE SAMPLE LINE FLOW SWITCH. WHEN FLOW STATUS IS LOST, CONTROLLER WILL DISABLE AUTOMATIC CONTROL OF ALL CHEMICAL PUMPS. AUTOMATIC CONTROL OF THE SCALE/CORROSION INHIBITOR PUMP WILL RESUME WHEN FLOW STATUS IS RESTORED. - LOW SCALE/CORROSION INHIBITOR TANK LEVEL - WHEN THE SCALE/CORROSION INHIBITOR TANK LEVEL DECREASES BELOW THE LOW SCALE/CORRROSiON INHIBITOR TANK LEVEL SETPOINT (ADJUSTABLE), THE SCALE/CORROSION INHIBITOR PUMP WILL BE DISABLED. A LOW SCALE/CORROSION INHIBITOR TANK LEVEL ALARM WILL BE GENERATED AT THE BAS, AUTOMATIC CONTROL OF THE SCALE/CORROSION INHIBITOR PUMP WILL RESUME WHEN THE LEVEL INCREASES TO THE VALUE (LOW SCALE/CORROSION INHIBITOR TANK LEVEL SETPOINT + DIFFERENTIAL (ADJUSTABLE)). THE LOW SCALE/CORROSION INHIBITOR TANK LEVEL ALARM WILL ALSO CLEAR AT THIS VALUE, - BIOCIDE A / BIOCIDE B INJECTION PUMP CONTROL: CONTROL OF BIOCIDE A/BIOCIDE B ADDITION IS ACCOMPLISHED BY THE TIMED/METERED ADDITION OF CHEMICAL SOLUTION BASED ON CALCULATED TOTAL SYSTEM WATER CAPACITY AND MANUFACTURERS PRESCRIBED DOSAGE. THE EXACT DOSAGE IS BASED ON CHEMICAL PUMP RATE AND MANUFACTURER'S PRESCRIBED CHEMICAL DOSAGE PER QUANTITY OF TOTAL SYSTEM CAPACITY. BIOCIDE TREATMENT SHALL BE SCHEDULED ON A WEEKLY BASIS TO COMMENCE ON ANY HOUR/DRY OF THE WEEK (ADJUSTABLE). THE BIOCIDE TREATMENT WILL AUTOMATICALLY ALTERNATE BETWEEN BIOCIDE A AND BIOCIDE B ON A WEEKLY BASIS. - PRELIMINARY CONTROL SYSTEM REQUIREMENTS: - DETERMINATION OF TOTAL SYSTEM VOLUME - THE TOTAL SYSTEM CAPACITY MAY BE ESTIMATED BY UTILIZATION OF CHLORIDE TITRATION METHOD. - DETERMINATION OF CHEMICAL PUMP ON DURATION - THE CHEMICAL DOSAGE WILL BE BASED ON PUMP RATE AND MANUFACTURER'S PRESCRIBED DOSAGE PER TOTAL SYSTEM WATER CAPACITY. - AUTO/OPERATOR MODE - AUTO/OPERATOR MODE - BIOCIDE A/B PUMP CONTROL OPERATION CAN BE CONTROLLED FORM THE BUILDING CONTROL SYSTEM AND PUT INTO "AUTO" OR "OPERATOR" CONTROL BY THE OPERATOR FROM THE WATER TREATMENT BIOCIDE A/B PUMP CONTROL PANEL. - OPERATOR MODE - THE USER CAN MANUALLY COMMAND THE ON/OFF STATE OF THE BIOCIDE A/B PUMP'S BY OPERATING THE ON/OFF SWITCH, IN THIS MODE, THE ON/OFF STATE OF BIOCIDE A/B PUMPS WILL NOT BE AFFECTED BY SYSTEM ALARMS (LOSS OF FLOW SWITCH STATUS, LOW CITY WATER PRESS, ETC.) AND WILL REMAIN IN THE STATE SELECTED BY THE USER. - AUTO MODE - THE CONTROLLER WILL CONTROL THE ON/OFF STATE OF BIOCIDE A/B PUMPS. IN THIS MODE, THE BIOCIDE A/B PUMPS WILL RESPOND AND REACT TO SYSTEM ALARMS (SEE SYSTEM ALARMS), SCALE/CORROSION INHIBITOR PUMP CONTROL - BIOCIDE A & B PUMP CONTROL - WATER TREATMENT CONTROLLER WILL CYCLE THE FREQUENCY OF BIOCIDE TREATMENT ON A WEEKLY BASIS. PRIOR TO CHEMICAL ADDITION, THE SYSTEM BLEED SOLENOID VALVE WILL BE ACTIVATED TO DECREASE CONDUCTIVITY TO THE PRE -BLEED CONDUCTIVITY SETPOINT (ADJUSTABLE). AFTER THE CONDUCTIVITY VALUE DECREASES BELOW THE PRE -BLEED CONDUCTIVITY SETPOINT, AUTOMATIC ACTIVATION OF THE SYSTEM BLEED SOLENOID VALVE WILL BE LOCKED OUT FOR A TIMED PERIOD (ADJUSTABLE). THE SELECTED BIOCIDE PUMP WILL THEN BE TURNED ON FOR A TIMED PERIOD (ADJUSTABLE) AS DETERMINED BY THE PUMP RATE AND PRESCRIBED DOSAGE. AN INDICATOR LIGHT WILL BE DISPLAYED ON THE BIOCIDE A/B PUMP CONTROL PANEL TO SHOW WHAT PHASE THE BIOCIDE TREATMENT CYCLE IS IN. - BIOCIDE A & B PUMP ROTATION - CONTROLLER WILL ROTATE THE USE OF BIOCIDE A OR B FOR A TREATMENT CYCLE ON A WEEKLY BASIS. - SAMPLE/CHEMICAL INJECTION LINE FLOW SWITCH STATUS - CONTROLLER WILL MONITOR THE STATUS OF THE SAMPLE LINE FLOW SWITCH. WHEN FLOW STATUS IS LOST, DDC WILL DISABLE AUTOMATIC CONTROL OF ALL CHEMICAL PUMPS. AUTOMATIC CONTROL OF THE BOTH BIOCIDE PUMPS WILL RESUME WHEN FLOW STATUS IS RESTORED. A LOSS OF SAMPLE LINE FLOW ALARM WILL BE ALSO GENERATED. - LOW BIOCIDE TANK LEVELS - WHEN THE BIOCIDE TANK LEVELS DECREASE BELOW THE LOW BIOCIDE TANK LEVEL SETPOINT (ADJUSTABLE), THE BIOCIDE PUMP WILL BE DISABLED. A LOW BIOCIDE TANK LEVEL ALARM WILL ALSO BE GENERATED. AUTOMATIC CONTROL OF THE BIOCIDE PUMP WILL RESUME WHEN THE LEVEL INCREASES TO THE VALUE (LOW BIOCIDE TANK LEVEL SETPOINT + DIFFERENTIAL (ADJUSTABLE)). THE LOW BIOCIDE TANK LEVEL ALARM WILL ALSO CLEAR AT THIS VALUE. Consultant: X cinguld4mv WIRELESS SANTA ANA SWITCH FACILITY 417 W. WARNER AVE. SANTA ANA, CA 92707-3441 1 BREAK ROOM DELETED MAR.10/05 ERG 0 ISSUED FOR CONSTRUCTION FEB.16/05 MGG B ISSUED AS 95% COMPLETE JAN.20/04 MCC A ISSUED AS 75% COMPLETE JAN.7/04 MCC Mark Description Date By Project No.: 9053003.00 Date: DEC,17/04 Drawn: M. GREEN Design: P. SEGUIN Checked - CAD Dwg. File: 9053003.00.M.0.02 DO NOT SCALE DRAWINGS, CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS, NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT, Sheet Title: MECHANICAL SPECIFICATIONS M.0,02 5 0 A I I 1 1 T o c Q A r d Q RETURN GRILLES: REMOVE EXISTING FIRE DAMPERS, REPLACE WITH NEW FSD, C/W WALL SLEEVE. REINSTATE WALL AND GRILLES. MODIFY FRAMING TO SUIT. V TRANSFER GRILLES: REMOVE EXISTING GRILLES AND FD REPLACE WITH NEW FSD, REINSTATE PARTITION AND FINISHES, AND REINSTATE GRILLES. �3 REMOVE EXISTING DUCTWORK AND FIRE DAMPER, REPLACE FD WITH NEW FSD. MAKE GOOD DUCT AND PARTITION TO EXISTING STANDARD. REINSTALL ACCESSING DOORS AS REQUIRED, MODIFY FRAMING TO SUIT. EXISTING FD TO REMAIN. RUN PIPING IN FAN ROOM PLENUM AT HIGH LEVEL, ABOVE DAMPERS. NEW FSD, CUT AND MAKE GOOD EXISTING DUCT AND PROVIDE ACCESS DOOR. C NEW 8X16 TRANSFER OPENING WITH FSD ABOVE CONTROL ROOM CEILING. PROVIDE GRILLE OUTSIDE. �8 DRIP PAN UNDER RWL, W/ WATER DETECTOR (CONNECT TO WATER DETECTOR PANEL). EXISTING AHU HUMIDIFIER TO REMAIN. 1p EXISTING 1" DCW TO HUMIDIFIERS, C/W BFP, TO REMAIN, 11 NEW FIRE VALVE IN TRENCH, W/ FUSIBLE LINK IN GENERATOR ROOM, GA4i,3 NOT IN USE. EXISTING 2" DCW TO REMAIN. XISTING 6" FW TO REMAIN, 15 NOT IN USE. 16 NQT IN USE. 1 NOT IN USE. 18 NOT IN USE. 19 NOT IN USE. 20 RELOCATE DIFFUSER TO SERVE NEW STORAGE ROOM, 21 EXTEND/ADJUST DIFFUSER TO SUIT NEW CEILING GRID, NEW WATER DETECTOR SYSTEM PANEL, SIGNAL TO B.R.S. 23 NEW WATER DETECTOR CABLE UNDER RAISED FLOOR. 24 TEST AND SERVICE EXISTING 2" BFP. 25 REPLACE EXISTING 3/4" TRAP SEAL PRIMER VALVE. 26 EXISTING RELIEF DAMPERS: ADJUST BLADES AND LINKAGES, REPAIR ALL DAMPER SEALS. PROVIDE LISTED DUCT SEALANT/CAULK AROUND PERIMETER OF EACH DAMPER SECTION AND FRAME. SEAL ALL VISIBLE LEAKS. USE SMOKE PENCIL TO LOCATE LEAKAGE PATHS, 27 LOOP WATER DETECTOR CABLE AROUND FIBER CONDUITS, 28 NEW 24x24 SUPPLY DIFFUSER WITH 4—WAY ADJUSTABLE THROW, 12" DIAMETER NECK, OPPOSED BLADE DAMPER. 29 NEW 100CFM EXHAUST FAN, WALL OUTLET AND ALL—WEATHER HOOD C/W BIRDSCREEN, 30 REPLACE DUCTWORK WITH NEW. PROVIDE SEISMIC RESTRAINTS AS REQUIRED. 31 PROVIDE NEW MOBILE EMERGENCY EYE WASH STATION. 32 SUPPLEMENTARY COOLING 5 TON REFRIGERATION FAN COIL UNIT LOCATED AT HIGH LEVEL ABOVE HALL FOR SERVICING. FIELD LOCATE. 33 INSULATED REFRIGERANT PIPING AT HIGH LEVEL. 34 CONDENSER, FIELD LOCATE. 35 3/4" CONDENSATE DRAIN, TRAPPED AND INSULATED. CONNECT TO NEW INDIRECT DRAIN AT WASHROOMS. 36 NEW FM200 PURGE PANEL. n Consultant: 6g116' /10 ?C cinguld0mv WIRELESS SANTA ANA SWITCH FACILITY 417 W. WARNER AVE. SANTA ANA, CA 92707-3441 ®� BREAK ROOM D 1 0 1 ISSUED FOR CONSTRUCTION I FEB.16/05 1 MCC I 1 B I ISSUED AS 95% COMPLETE I JAN.20/04 ( MCC A I ISSUED AS 75% COMPLETE I JAN.7/04 I MGGI Mark Description Date By Project No.: 9053003.00 Date: DEC.17/04 Drawn: M. GREEN Design: P. SEGUIN Checked: — CAD Dwg. File: 9053003.00.M.1.01 1 DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS, NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD, NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT, Sheet Title: MECHANICAL LAYOUT M.1.01 ELECTRICAL LEGEND 2 I 3 m 6*j,2QfjjK9jA'jjL 5 I 6 DENOTES CONDUIT TURNING RACEWAY WITH POWER, DATA, UP IN PLAN VIEW AND TELEPHONE OUTLETS - ® WIREMQLD OR EQUAL WALL D DENOTES CONDUIT TURNING MOUNT AT HEIGHT NOTED DOWN IN PLAN VIEW 120V, 10 DIRECT CONNECTION NIGHER DENOTES CHANGE IN CONDUIT AS NOTED jL0`NER ELEVATION IN PLAN VIEW E 208V, 10 DIRECT CONNECTION DRAWING NOTE REFERENCE AS NOTED WALL MOUNTED 208V, 30 DIRECT CONNECTION FLUORESCENT LUMINAIRE AS NOTED T-BAR CEILING MOUNTED 480V, 30 DIRECT CONNECTION FLUORESCENT LUMINAIRE AS NOTED 6U/3/3R/4o FUSED DISCONNECT SWITCH, DIAGONAL LINE THROUGH Mi RATING/POLES/NEMA LUMINAIRE INDICATES RATING/FUSE SIZE OR LUMINAIRE FED FROM UN -SWITCHED NIGHT LIGHTING OR ::�E_,_. TRANSFORMER CIRCUIT CIRCUIT BREAKER CEILING MOUNTED EXIT LIGHT C/W DIRECTIONAL ARROWS AS LV DRAW OUT CIRCUIT SHOWN BREAKER WALL MOUNTED EXIT LIGHT Jg JUNCTION BOX PP PULL BOX NON SWITCH EMERGENCY q� LIGHTING BATTERY UNIT C/W ST SHUNT TRIP f2! 2 INTEGRAL LAMP HEADS AND RDUPLEX SURFACE MOUNTED PANEL LE RECEPTACLE BOARD OR CABINET AS NOTED $ 120V, 20A SINGLE POLE 0 SECURITY SYSTEM DOOR TOGGLE SWITCH CONTACT $ 120V, 20A 3-WAY/4-WAY CR SECURITY SYSTEM CARD 3/4 TOGGLE SWITCH READER SECURITY SYSTEM DOOR ON/OFF SWITCH FOR LOW RELEASE PUSH BUTTON v VOLTAGE LIGHTING CONTROLS COMBINATION VOICE AND DATA 120V, 15A DUPLEX OUTLET RECEPTACLE. 'A' DENOTES ffA/D ABOVE COUNTER/'D' DENOTES TELEPHONE OUTLET ON DEDICATED CIRCUIT (TYPICAL FOR RECEPTACLE W TELEPHONE OUTLET WALL SYMBOLS). MOUNTED AT 54" AFF COMBINATION �% DATA COMMUNICATIONS OUTLET R�] POWER/VOICE/DATA FLOOR BOX AS NOTED. COMBINATION PHONE/DATA OUTLET 120V, 15A SPLIT DUPLEX j-__ T GROUND BAR RECEPTACLE EXOTHERMIC WELD 120V, 15A DUPLEX CONNECTION C? RECEPTACLE FED FROM ■ MECHANICAL CONNECTION (eg INVERTER POWER LUG, C-TAP) IN a 0 0 6 0 0 0 0 In 0 0 w IT 0 0. M 0 0 IF rr r AFF ABOVE FINISHED FLOOR GEC GROUNDING ELECTRODE CONDUCTOR AHJ AUTHORITY HAVING JURISDICTION HP HORSEPOWER AIC AMPERE INTERRUPTING CAPACITY JB JUNCTION BOX AWG AMERICAN WIRE GAUGE kCMIL THOUSAND CIRCULAR MILS BC BELOW CEILING MCB MAIN CIRCUIT BREAKER BKR BREAKER MLO MAIN LUG ONLY C CONDUIT MTS MANUAL TRANSFER SWITCH CCT CIRCUIT NTS NOT TO SCALE CL CENTER LINE NC NORMALLY CLOSED CLG CEILING NO NORMALLY OPEN COGB GROUND BAR OC OVER COUNTER CT CURRENT TRANSFORMER RMC RIGID METALLIC CONDUIT (GALVANIZED) C/W COMPLETE WITH RNC RIGID NON-METALLIC CONDUIT EC EMPTY CONDUIT S/C SEPARATE CIRCUIT EX. EXISTING SCHED SCHEDULE FA FIRE ALARM TVSS TRANSIENT VOLTAGE SURGE SUPPRESSER ELEC ELECTRICAL U/G UNDER GROUND FS FIRE SUPPRESSION SYSTEM UL UNDERWRITERS LABORATORIES FRCP FIRE ALARM CONTROL PANEL UNO UNLESS NOTED OTHERWISE FAA FIRE ALARM ANNUNCIATOR WP WEATHERPROOF G GROUND LV LOW VOLTAGE 1. SWITCHGEAR 1. MANUAL TRANSFER 1600A STANDBY GENERATOR CIRCUIT BREAKER "MTS-S" FAILED TO OPEN BY PUSH BUTTON OR MECHANICAL INTERLOCK. BREAKER SHALL BE REPAIRED AND TESTED FOR PROPER OPERATION. 2. MECHANICAL INTERLOCK BRACKET IS MISSING A BOLT ON THE SIDE OF 1600A "MTS-P" CIRCUIT BREAKER. MECHANICAL INTERLOCK SHALL BE REPAIRED AND TESTED FOR PROPER OPERATION. 3. SPRING CHARGE INDICATOR ON 1600A CIRCUIT BREAKER IS NOT FUNCTIONING. THIS BREAKER IS LOCATED IN THE PORTABLE ENGINE TAP BOX IN THE MECHANICAL YARD. RECOMMEND: SPRING CHARGE INDICATOR SHOULD BE REPAIRED AND TESTED FOR PROPER OPERATION, 4. TWO CIRCUIT BREAKERS TP-3 AND TP-4 HAVE INCORRECT NAMEPLATES. FOUR (TWO FOR EACH CIRCUIT) NAMEPLATES SHALL BE ENGRAVED AND INSTALLED. 5. FOUR OVERHEAD LIGHTING FIXTURES ARE NOT FUNCTIONING. THESE FIXTURES ARE LOCATED IN THE MAIN ROOM NEAR COL. A-2, B-2 AND B-6. REPAIR OVERHEAD LIGHTING FIXTURES. 3. LOAD MANAGER CONTROL SYSTEM 1. PLC BATTERIES IN BOTH UNITS, LOCATED IN ENGINE ROOM AND MTS ROOM, SHALL BE REPLACED BY W.A, BENJAMIN. RE -PROGRAM THE PLC UNITS AND VERIFY THE PROPER OPERATION OF THE SYSTEM. 2. PLC POWER UPS UNIT SHOULD BE REPLACED WITH A NEW ONE. BRAR ELECTRICAL TO PROVIDE AND REWIRE THE REPLACEMENT UPS UNIT AND COORDINATE WORK WITH W.A. BENJAMIN. 3. STANDBY GENERATOR 1. THE STANDBY GENERATOR SHOULD BE REPAIRED BY THE CATERPILLAR SERVICE COMPANY, AND LOAD TEST THE GENERATOR AGAIN AFTER REPAIRS. 1. GENERAL NOTES: FOR GENERAL PROVISIONS REFER TO DRAWING A.0.02 1. ALL ELECTRICAL WORK SHOWN ON THESE DRAWINGS IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE ON THE DRAWINGS OR IN THE SPECIFICATIONS, FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS WORKMANSHIP BY QUALIFIED TRADES PERSONS EXPERIENCED IN SUCH WORK. 2. SUBMISSION OF BID FOR THE ELECTRICAL WORK INDICATES THAT THE ELECTRICAL CONTRACTOR IS FAMILIAR WITH THE DESIGN INTENT, THE REQUIREMENTS OF THE PROJECT, REQUIREMENTS OF THE LOCAL ELECTRICAL AND TELEPHONE UTILITIES, AND ALL APPLICABLE CODES AND ORDINANCES. 3. ALL ELECTRICAL WORK SHALL CONFORM TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL INSPECTION AUTHORITIES. 4. SOME ASPECTS OF ELECTRICAL DESIGN ARE COMMONLY EXPRESSED IN SCHEMATIC FORM. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO INTERPRET THEM ACCURATELY AND CARRY OUT THE CONSTRUCTION AND/OR INSTALLATION SATISFACTORY TO THE CONSULTANT AND THE OWNER. IN CASE OF ANY UNCERTAINTIES OR AMBIGUITIES PROMPTLY CONSULT WITH THE PROJECT MANAGER FOR CLARIFICATION. 5. ABBREVIATIONS AND ACRONYMS USED ON THE DRAWINGS ARE DESCRIBED IN THE ABBREVIATIONS SECTION OF THE DRAWINGS, SOME COMMONLY USED AND INDUSTRY STANDARD ABBREVIATIONS AND ACRONYMS MAY NOT BE DESCRIBED, IF A CLARIFICATION IS REQUIRED PROMPTLY CONTACT THE PROJECT MANAGER. 6, SCHEDULE AND COORDINATE ALL WORK WITH OTHER TRADES BEFORE INSTALLATION OF EQUIPMENT TO AVOID CONFLICT DURING OR AFTER THE INSTALLATION. 7. SEISMIC CONNECTIONS FOR ALL VENDOR SUPPLIED EQUIPMENT SHALL BE DESIGNED BY THE STRUCTURAL ENGINEER RETAINED BY THE VENDOR. VENDOR TO SUPPLY STAMPED SHOP DRAWINGS OF CONNECTIONS FOR REVIEW BY THE PROJECT MANAGER PRIOR TO FABRICATION. THE PROJECT MANAGER WILL PROVIDE BASE BUILDING STRUCTURE FOR SUPPORTING EQUIPMENT BASED UPON THE VENDORS DESIGN REQUIREMENTS. 8. PROVIDE ZONE 4 SEISMIC BRACING FOR ALL DUCTS, CONDUIT AND PIPING. 9. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER WITH THE WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS FOR WORK SUCH AS EQUIPMENT AND WIRING MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS SHOWN AND SYSTEMS OF OTHER TRADES. 10. PERFORM DETAILED VERIFICATION OF WORK PRIOR TO ORDERING THE ELECTRICAL EQUIPMENT AND COMMENCING CONSTRUCTION. ISSUE A WRITTEN NOTICE TO THE CONSULTANT OF ANY DISCREPANCIES, 11. OBTAIN ALL PERMITS, PAY ASSOCIATED FEES AND SCHEDULE INSPECTION, 12, SUBMIT SHOP DRAWINGS, PRODUCT DATA AND SAMPLES IN ACCORDANCE WITH GENERAL SPECIFICATION ON 'A' SERIES DRAWINGS. INDICATE DETAILS OF CONSTRUCTION, DIMENSIONS, CAPACITIES, WEIGHTS AND ELECTRICAL PERFORMANCE CHARACTERISTICS OF EQUIPMENT OR MATERIAL. WHERE APPLICABLE INCLUDE WIRING AND SINGLE LINE DIAGRAMS. ADVERTISING OR SALES LITERATURE WILL NOT BE ACCEPTABLE AS SHOP DRAWINGS. 13. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, INSURANCE AND SERVICES TO COMPLETE THIS PROJECT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE SATISFACTION OF THE OWNER. 14. CARRY OUT WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY AND LOCAL CODES AND O.S.H.A. 15, COORDINATE THE WORK OF POWER, GROUNDING AND TELCO WITH THE EXISTING SITE CONDITIONS PRIOR TO ROUGH -IN. 16. PROVIDE ALL CUTTING AND PATCHING NECESSARY FOR THE INSTALLATION OF THE ELECTRICAL WORK, ANY DAMAGE DONE TO THE WORK ALREADY IN PLACE BY REASON OF THIS WORK SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE BY A QUALIFIED MECHANIC EXPERIENCED IN SUCH WORK. PATCHING SHALL BE UNIFORM IN APPEARANCE AND SHALL MATCH THE SURROUNDING SURFACE, DO NOT CUT STRUCTURAL MEMBERS WITHOUT APPROVAL OF THE PROJECT MANAGER, WHERE PENETRATIONS ARE NECESSARY THROUGH THE ROOF, PROVIDE ALL NECESSARY CURBS, SLEEVES, SHIELDS, FLASHING, FITTINGS, AND CAULKING TO MAKE THE PENETRATIONS ABSOLUTELY WATERTIGHT. 17, WHERE CABLE OR CONDUITS PASS THROUGH FLOORS AND FIRE RATED WALLS, SEAL CORE DRILLED OPENINGS AROUND CONDUITS OR CABLES USING UL LISTED FIRE -STOPPING SEALANT. 18. SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE PROGRESS OF THE PROJECT. 19, DURING PROGRESS OF THE WORK, MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF THE ELECTRICAL SYSTEMS, LOCATING EACH CIRCUIT PRECISELY AND DIMENSIONING EQUIPMENT, CONDUIT AND CABLE LOCATIONS. UPON COMPLETION OF THE INSTALLATION, TRANSFER ALL RECORD DATA TO BLACK LINE PRINTS OF THE ORIGINAL DRAWINGS AND SUBMIT THESE DRAWINGS AS RECORD DRAWINGS TO THE PROJECT MANAGER. 20, AT THE COMPLETION OF THE PROJECT PROVIDE THREE SETS OF OPERATION AND MAINTENANCE MANUALS, BOUND IN 3-RING BINDERS, DULY LABELED, AND CONTAINING COMPLETE LIST OF REPLACEMENT PARTS, SHOP DRAWINGS AND CATALOG INFORMATION OF ALL MAJOR EQUIPMENT, SUCH AS, DISTRIBUTION BOARDS, LUMINARIES, PANEL BOARDS, PANEL SCHEDULE, MOTOR STARTERS, SECURITY SYSTEM, CABLE RACKS, ETC, 21. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF WRITTEN JOB ACCEPTANCE BY OWNER. ANY WORK, MATERIAL OR EQUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. 2. BASIC MATERIALS AND METHODS 1. INSTALLATION, MATERIALS, EQUIPMENT AND WORKMANSHIP SHALL CONFORM TO THE APPLICABLE PROVISIONS OF THE NATIONAL ELECTRICAL CODE (NEC), APPLICABLE STATE ELECTRICAL CODES, THE NATIONAL ELECTRICAL SAFETY CODE (NESC) AND THE TERMS, CONDITIONS AND REGULATIONS OF THE AUTHORITY HAVING LAWFUL JURISDICTION PERTAINING TO THE WORK REQUIRED. ALL MATERIAL, EQUIPMENT AND DEVICES SHALL CONFORM TO THE APPLICABLE STANDARDS OF THE UNDERWRITERS LABORATORIES INC. (UL). THE LABEL OF AND LISTING BY UL IS MANDATORY. 2. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. MATERIALS AND EQUIPMENT SHALL BE THE STANDARD PRODUCTS OF MANUFACTURER'S CURRENT DESIGN. ANY FIRST-CLASS PRODUCT MADE BY A REPUTABLE MANUFACTURER MAY BE USED PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTS AND MEETS THE APPROVAL OF THE PROJECT MANAGER. APPROVALS SHALL BE OBTAINED PRIOR TO INSTALLATION. 3. ARRANGE CONDUIT, WIRING, EQUIPMENT, AND OTHER WORK GENERALLY AS SHOWN, PROVIDING PROPER CLEARANCES AND ACCESS. CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACH LOCATION WITHOUT SUBSTANTIAL ALTERATION. WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD CONDITIONS OR OTHER CAUSES, PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE. THE RIGHT IS RESERVED TO MAKE REASONABLE CHANGES IN LOCATION OF EQUIPMENT, CONDUIT, AND WIRING UP TO THE TIME OF ROUGH -IN OR FABRICATION. 2. BASIC MATERIALS AND METHODS CON'T 4, THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS, BENDS, FITTINGS AND ACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE WORK TO THE CONDITIONS. 5. MOUNTING HEIGHTS OF ALL WIRING DEVICES SHALL BE VERIFIED WITH THE PROJECT MANAGER PRIOR TO INSTALLATION. 3. CONDUCTORS AND CONNECTORS 1. UNLESS NOTED OTHERWISE, ALL CONDUCTORS SHALL BE COPPER, MINIMUM SIZE #12 AWG, WITH THERMOPLASTIC INSULATION CONFORMING TO NEMA WC5 OR CROSS -LINKED POLYETHYLENE INSULATION CONFORMING TO NEMA WC7, (TYPES THHN OR THWN). INSULATION SHALL BE RATED FOR 90'C, CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NEC. 2. UNLESS NOTED OTHERWISE, ALL CONDUCTORS USED FOR GROUNDING SHALL BE COPPER AND SHALL HAVE GREEN INSULATION. 3. FOR COPPER CONDUCTORS #6 AWG AND SMALLER USE 3M SCOTCH-LOK OR T&B STA-KON COMPRESSION TYPE CONNECTORS WITH INTEGRAL OR SEPARATE INSULATION CAPS. FOR COPPER CONDUCTORS LARGER THAN #6 AWC USE SOLDERLESS, (DENT HEX SCREW OR BOLT TYPE PRESSURE CONNECTORS OR DOUBLE COMPRESSION C-CLAMP CONNECTORS, UNLESS SPECIFIED OTHERWISE ON DRAWINGS. 4. UNLESS NOTED OTHERWISE, ALL LUGS SHALL BE TIN PLATED COPPER, TWO -HOLE, LONG BARREL, COMPRESSION TYPE. 5. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO TERMINATION WITHOUT SPLICES. SPLICES ARE NOT ACCEPTABLE, IF SPLICES ARE UNAVOIDABLE PRIOR APPROVAL FROM THE PROJECT MANAGER MUST BE OBTAINED. 4. RACEWAYS CABLE RACKS AND BOXES 1. ALL CONDUIT SHALL BE UL LABELED. 2. UNLESS NOTED OTHERWISE, CONDUIT INSTALLED OUTDOORS SHALL BE IMC WITH LIQUID TIGHT FITTINGS. CONDUIT INSIDE BUILDING IN AREAS WHERE CONDUIT IS SAFE FROM MECHANICAL DAMAGE AND WHERE CONCEALED, SHALL BE EMT. CONDUIT IN HIGH TRAFFIC AREAS AND AREAS AT RISK OF PHYSICAL DAMAGE SHALL BE RMC. 3. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 UNLESS NOTED OTHERWISE. 4. ALL EMPTY CONDUIT INSTALLED FOR FUTURE INSTALLATION OF WIRES AND CABLES SHALL HAVE A PULL CORD, PULL CORD SHALL BE LABELED AT BOTH ENDS FOR EASY IDENTIFICATION. 5. PULL BOXES USED FOR FIBER OPTIC CABLES SHALL BE SIZED IN ACCORDANCE WITH THE CABLE MANUFACTURER'S INSTRUCTIONS SUCH THAT PROPER BENDING RADII OF THE FIBER OPTIC CABLE ARE MAINTAINED. 5, SAFETY SWITCHES AND PROTECTIVE DEVICES 1, ENCLOSED, NON -FUSIBLE AND FUSIBLE SAFETY (DISCONNECT) SWITCHES SHALL CONFORM TO NEMA KS1 TYPE HD, SIZED AS INDICATED ON DRAWINGS, ENCLOSURE TO BE RATED NEMA TYPE 3R FOR OUTDOOR USE AND TYPE 1 FOR INDOOR USE UNLESS OTHERWISE NOTED. 2. UNLESS NOTED OTHERWISE, PROVIDE CLASS J TIME DELAY FUSES FOR MAIN FEEDERS; CLASS RK1 TIME DELAY FUSES FOR MOTOR CIRCUITS AND CLASS RK5 NON -TIME -DELAY FOR OTHER BRANCH CIRCUITS. 3. PROVIDE TWO (2) SETS OF SPARE FUSES AND A FUSE CABINET AT EACH LOCATION WHERE FUSES ARE INSTALLED, 4, PROVIDE MOLDED CASE, BOLT -ON TYPE, AND THERMAL MAGNETIC TRIP CIRCUIT BREAKERS AS SHOWN AND AS REQUIRED FOR THIS PROJECT, MULTIPLE POLE BREAKERS SHALL BE SINGLE HANDLE, COMMON TRIP. PROVIDE HANDLE LOCKING DEVICES WHERE INDICATED. INTERRUPTING RATING TO MATCH REQUIRED AVAILABLE FAULT CURRENTS. 6. SERVICE AND DISTRIBUTION 1. VERIFY ALL DIMENSIONS AND CLEARANCES WITH FIELD MEASUREMENTS BEFORE INSTALLATION. 2. BRANCH CIRCUIT PANELBOARDS SHALL BE OF THE TYPE AND RATINGS AS SHOWN ON DRAWINGS. PANELBOARDS SHALL BE CENTER -HAMMER TYPE PRL2A OR APPROVED EQUAL, 7. POWER QUALITY ASSURANCE 1. MAINTAINING POWER QUALITY IS EXTREMELY IMPORTANT IN THIS FACILITY. AT THE COMPLETION OF THE PROJECT RECORD A FULL HARMONICS PROFILE AT THE PANELBOARD FEEDING THE RECTIFIERS, THREE PHASE POWER ANALYZER, SUCH AS DRANETS/BMI PQ+ OR EQUAL SHALL BE USED FOR THE MEASUREMENT. SUBMIT COMPLETE REPORT ON HARMONICS PROFILE AND THD TO THE CONSULTANT. THE COST OF THIS TEST SHALL BE INCLUDED IN THE BID PRICE. 2. FOR PROPER GROUNDING METHODS TO MITIGATE HIGH FREQUENCY NOISE SEE THE "GROUNDING" SECTION OF THE SPECIFICATIONS. 8. GROUNDING 1, ALL SAFETY GROUNDING OF THE ELECTRICAL EQUIPMENT SHALL BE CARRIED OUT IN ACCORDANCE WITH NEC. 2, ALL LIGHTNING PROTECTION SYSTEM GROUNDING SHALL BE CARRIED OUT IN ACCORDANCE WITH NFPA 780 AND AS SHOWN ON DRAWINGS. 3. DC OR REFERENCE GROUNDING SHALL BE DONE IN ACCORDANCE WITH DC PLANT MANUFACTURER'S GROUNDING STANDARDS, 4. SWITCH EQUIPMENT GROUNDING TO BE DONE BY SWITCH EQUIPMENT VENDOR. 5. CONNECT NEW EQUIPMENT AND DEVICES TO EXISTING GROUNDING SYSTEM FOR THE FACILITY AS INDICATED ON THE DRAWINGS, 6. ALL EXTERNAL GROUNDING CONNECTIONS SHALL BE MADE USING EXOTHERMIC WELD PROCESS, CONNECTIONS SHALL INCLUDE ALL CABLE -TO -CABLE SPLICES, TEES, XS, ETC. ALL CABLE TO GROUND RODS AND LIGHTNING PROTECTION SYSTEM TO GROUND RODS. ALL MATERIALS USED (MOLDS, WELDING METAL, TOOLS, ETC.) SHALL BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER MANUFACTURER'S RECOMMENDATION AND PROCEDURES. 7. ALL INTERIOR GROUNDING AND BONDING CONDUCTORS SHALL BE CONNECTED USING HEAVY-DUTY COMPRESSION FITTINGS. MECHANICAL OR SOLDER TYPE CONNECTIONS ARE NOT PERMITTED. 8. IN ORDER TO MITIGATE HIGH FREQUENCY NOISE EFFECTIVELY THE GROUNDING CONDUCTORS SHALL BE RUN AS STRAIGHT AS POSSIBLE WITH MINIMUM NUMBER OF DIRECTION CHANGES. SHARP 90' BENDS OR KINKS ARE NOT PERMITTED. WHEN THE DIRECTION OF THE CONDUCTOR MUST CHANGE, IT SHALL BE DONE GRADUALLY. MINIMUM BENDING RADII OF GROUNDING CONDUCTORS OTHER THAN THE ELECTRICAL SAFETY GROUND CONDUCTORS SHALL BE AS FOLLOWS: CONDUCTOR SIZE MINIMUM BENDING RADIUS TO INSIDE EDGE #12 AWG TO #8 AWG 3" #6 AWG TO #1/0 AWG 6" #2/0 AWG TO 750 KCMIL 12" 9. GROUND LUGS ARE SPECIFIED UNDER "CONDUCTORS AND CONNECTORS". 10. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI -OXIDANT AGENT, SUCH AS NO-OX, NOALOX, PENETROX OR KOPRSHIELD. 8. GROUNDING CON'T 8. IN ORDER TO MITIGATE HIGH FREQUENCY NOISE EFFECTIVELY THE GROUNDING CONDUCTORS SHALL BE RUN AS STRAIGHT AS POSSIBLE WITH MINIMUM NUMBER OF DIRECTION CHANGES, SHARP 90' BENDS OR KINKS ARE NOT PERMITTED. WHEN THE DIRECTION OF THE CONDUCTOR MUST CHANGE, IT SHALL BE DONE GRADUALLY, MINIMUM BENDING RADII OF GROUNDING CONDUCTORS OTHER THAN THE ELECTRICAL SAFETY GROUND CONDUCTORS SHALL BE AS FOLLOWS: CONDUCTOR SIZE MINIMUM BENDING RADIUS TO INSIDE EDGE #12 AWG TO #8 AWG 3" #6 AWG TO #1/0 AWG 6" #2/0 AWC TO 750 KCMIL 12" 9. GROUND LUGS ARE SPECIFIED UNDER "CONDUCTORS AND CONNECTORS". Consu7(cin 10, ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI -OXIDANT AGENT, SUCH AS NO-OX, NOALOX, PENETROX OR KOPRSHIELD. 9. LIGHTNING PROTECTION SYSTEM 1. ALL LIGHTNING PROTECTION SYSTEM WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH NFPA 780, UL96A, LPI-175 AND ALL APPLICABLE LOCAL CODES AND REGULATIONS. 2. THE SYSTEM TO BE FURNISHED SHALL BE UL LISTED BY AN APPROVED AND FULLY CERTIFIED MANUFACTURER IN GOOD STANDING OF THE LIGHTNING PROTECTION INSTITUTE. 3. ALL COMPONENTS OF THE LIGHTNING PROTECTION SYSTEM SHALL BE UL INSPECTED APPROVED AND LABELLED. 4. ALL MATERIALS SHALL BE COPPER OR BRONZE, AND OF THE SIZE, WEIGHT, AND CONSTRUCTION FOR USE ON CONCRETE FRAMED BUILDINGS IN ACCORDANCE WITH LPI AND NFPA CODE REQUIREMENTS. 5. ALL HORIZONTAL AND VERTICAL CONDUCTORS SHALL BE COPPER AND SIZED PER NFPA 780. 6. LIGHTNING PROTECTION SYSTEM SHALL BE AS SHOWN ON THE DRAWINGS. CONNECT LIGHTNING PROTECTION SYSTEM TO TTHE EXISTING BURIED GROUND PERIMETER GROUND RING. 7. LIGHTNING PROTECTION SYSTEM INSTALLER SHALL BE NRTL LISTED OR CERTIFIED BY THE LIGHTNING PROTECTION INSTITUTE AS MASTER INSTALLER/DESIGNER, 8. LIGHTNING PROTECTION SYSTEM LAYOUT TO BE AS SHOWN ON DRAWINGS. ALL EARTHWORKS FOR TRENCHING, BACKFILLING AND RESURFACING SHALL BE DONE BY THE CONTRACTOR. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL SUCH WORK WITH THE GENERAL CONTRACTOR. ALL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER IN THE MOST INCONSPICUOUS MANNER POSSIBLE. 9. COPPER EQUIPMENT SHALL NOT BE CONNECTED TO ALUMINUM SURFACES EXCEPT BY MEANS OF AN LPI APPROVED BI-METAL TRANSITION FITTING. LEAD COATING IS NOT TO BE ACCEPTED AS A BI-METAL TRANSITION. 10. BENDING RADII OF LIGHTNING PROTECTION CONDUCTORS SHALL NOT BE LESS THAN 8", NOR SHALL ANY BEND FORM AN ANGLE LESS THAN 90°. 11. METAL EQUIPMENT, PIPING OR OTHER OBJECTS WITHIN 6' OF A LIGHTNING CONDUCTOR SHALL BE CONNECTED TO THE LIGHTNING PROTECTION SYSTEM. 12. THIRD PARTY INSPECTION AND CERTIFICATION OF THE COMPLETED LIGHTNING PROTECTION SYSTEM IS REQUIRED. ONE OF THE FOLLOWING AGENCIES MAY BE USED FOR THIRD PARTY CERTIFICATION: 1. UNDERWRITERS LABORATORIES 2. LIGHTNING PROTECTION INSTITUTE 3. ETL TESTING LABORATORIES 13. PROVIDE MASTER LABEL. 10. DATA AND TELEPHONE WIRING 1, PROVIDE DATA OUTLETS WHERE SHOWN, EXACT TYPE OF DATA OUTLETS TO BE COORDINATED WITH THE OWNER, PROVIDE ALL ROUGH -IN AND EMPTY CONDUIT SYSTEM WHERE REQUIRED. 2. PROVIDE TELEPHONE OUTLETS WHERE SHOWN, PROVIDE ALL TELEPHONE WIRING AND CONDUIT. TERMINATE TELEPHONE WIRING AT A DEMARCATION POINT DETERMINED BY THE OWNER. 3. TELEPHONE OUTLETS TO BE STANDARD WITH WHITE FACEPLATE. 11. IDENTIFICATION 1. ALL EQUIPMENT SHALL BE IDENTIFIED USING NAMEPLATES AND LABELS. 2. NAMEPLATES SHALL BE 1/8" THICK PLASTIC ENGRAVING SHEET, WHITE FACE, BLACK CORE, ENGRAVED WITH EQUIPMENT IDENTIFICATION AND ATTACHED TO EQUIPMENT WITH SELF -TAPPING SCREWS. CHEMICAL ADHESION PLATES ARE NOT ACCEPTABLE, LETTERS SHALL BE MINIMUM 1/4" HIGH. 3. LABELS SHALL BE EMBOSSED PLASTIC WITH MINIMUM 1/4" HIGH LETTERS. LABELS SHALL BE USED FOR IDENTIFYING CONDUIT, CABLES, JUNCTION BOXES, RECEPTACLES ETC. 4. WORDING ON NAMEPLATES AND LABELS MUST BE APPROVED BY THE PROJECT MANAGER PRIOR TO MANUFACTURING. 5. ALL RECEPTACLES TO BE CLEARLY IDENTIFIED WITH SOURCE PANEL AND CIRCUIT NUMBER. 12. TESTING AND COMMISSIONNING 1. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL OF POTENTIAL GROUND TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO PROJECT MANAGER. 2. CARRY OUT TESTING AND COMMISSIONING OF ALL NEW ELECTRICAL EQUIPMENT, 3. COORDINATE ALL TESTING PROCEDURES AND TIMES WITH THE PROJECT MANAGER AND THE EQUIPMENT SUPPLIER, 4. POWER QUALITY TESTING AS SPECIFIED UNDER "POWER QUALITY ASSURANCE", 13. CLEANING 1. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM ELECTRICAL CONSTRUCTION. }C cinguld&v-%r WIRELESS SANTA ANA SWITCH FACILITY 417 W. WARNER AVE. SANTA ANA, CA 92707-3441 0 ISSUED FOR CONSTRUCTION FEB.16/05 MW B ISSUED AS 95% COMPLETE JAN.20/05 EAS A ISSUED AS 75% COMPLETE JAN.7/05 EAS Mark Description Date By Project No.: 9053003.01 Date: JAN. j05 Drawn: E. SNELLING Design: M. MUDHAR Checked: H. WIJAYASIRI CAD Dwg. File: 9053003.01.E.0.01 DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. Sheet Title: ELECTRICAL ABBREVIATIONS, LEGEND AND SPECIFICATIONS E.0.01 C ol I 3 0 5 1 6 PLAN NORTH 1 2 T 4 5 (C E I I i I I i 0 I IS b� 0 w ca 0 0 0 0 6 rn Ld w in rn 0 a c c �A 0 i a 0 �n 0 0 0 10 'A1A-9 A1A- POWER AND SYSTEMS 1/81= i ! ! i ! EXIST. COOING TOWER YARD 117 REFERENCE NOTES: PROVIDE MULTI —OUTLET RACEWAY ABOVE CONTROL CONSOLE. WIREMOLD 4000 SERIES OR EQUAL C/W DIVIDER FOR POWER AND SIGNAL WIRING, PROVIDE 8 DUPLEX RECEPTACLES, 8 TELEPHONE OUTLETS AND 8 DATA OUTLETS. RECEPTACLES ON WEST WALL TO BE ON NORMAL POWER. RECEPTACLES ON EAST WALL TO BE ON INVERTER POWER. 2 PROVIDE NEW FLOOR BOX IN RAISED FLOOR PANEL FOR MODULAR FURNITURE. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH MODULAR FURNITURE SUPPLIER. CONNECT TO FURNITURE WITH FLEXIBLE CONDUIT OR AS REQUIRED BY FURNITURE SUPPLIER, FOR PRICING PURPOSES, FLOOR BOX TO ACCOMODATE: 3-CIRCUITS FOR DUPLEX RECEPTACLES 3-TELEPHONE OUTLETS 6-DATA OUTLETS NEW FM200 CONTROL PANEL. PROVIDE 20A DEDICATED CIRCUIT FROM PANEL A-1 B. 4 LEAK DETECTION CONTROL PANEL. PROVIDE 20A DEDICATED CIRCUIT FROM PANEL A-1A. FIRE ALARM ANNUNCIATOR PANEL, PROVIDE 20A DEDICATED CIRCUIT FROM PANEL A-1 A. �AC CONNECTION TO NEW EXHAUST FAN WITH ON/OFF SWITCH. SEE 'M' SERIES � 1 0R DETAIL. Al D77 NOT IN USE. 8 ALL EQUIPMENT IN EQUIPMENT ROOM TO BE PROVIDED BY THE DC EQUIPMENT VENDOR, ELECTRICAL CONTRACTOR TO PROVIDE WIRING FROM SLAB MOUNTED JUNCTION BOXES TO AC RECEPTACLES ON RACKS, POWER SHALL BE 120V SUPPLIED FROM PANEL A-1 B. COORDINATE NUMBER OF JUNCTION BOXES, NUMBER OF CIRCUITS AND EXACT LOCATIONS WITH CINGULAR AND DC EQUIPMENT VENDOR. FOR PRICING PURPOSE CARRY 2 CIRCUITS AND 9 JUNCTION BOXES, l�! REMOVE EXISTING RECEPTACLES FROM STUD WALL. RELOCATE ONE RECEPTACLE AS SHOWN, 10 REMOVE EXISTING CONDUIT FROM PULLBOXES TO WALL PENETRATION. PROVIDE NEW CONDUIT FROM WALL PENETRATION TO NEW PDSC PANELS. RE —USE EXISTING FEEDER FOR CONNECTION TO NEW PDSC. FOR ADDITIONAL DETAIL SEE DETAIL 1 ON DRAWING E.5,01 11 REMOVE EXISTING PULLBOXES AT CEILING, 12 INVERTER PANEL 'INV' BY DC PLANT VENDOR. BRANCH CIRCUITING BY _.. ELECTRICAL CONTRACTOR. 15 PROVIDE DUPLICATE MAGELLAN REMOTE ANNUNCIATOR PANEL (ORIGINAL PANEL IN ELECTRICAL ROOM) AND MOUNT IN CONTROL ROOM. SEE MECHANICAL DRAWINGS FOR DETAIL, 16 PROVIDE DEDICATED CIRCUIT FROM PANEL A-1A FOR PECO-2 MODULE. 17 AC CONNECTION TO FSD 24V POWER SUPPLY. CONNECTIONS TO FIRE AND SMOKE DAMPERS TO BE DONE BY MECHANICAL CONTRACTOR. 18 CPS ANTENNA BY CINGULAR. PROVIDE 1 "EC C/W PULL CORD TO ANTENNA. EXACT LOCATION TO BE COORDINATED WITH CINGULAR. SEE DETAIL_ ON THIS DRAWING. 1 TELEPHONE WALL OUTLET INSTALLED AT EACH FM200 ABORT SWITCH LOCATION. CONFIRM EXACT LOCATIONS OF ABORT SWITCHES AS SHOWN ON 'F' SERIES DWGS AND WITH FM200 SYSTEM INSTALLER, PROVIDE 1" EC C/W PULL CORD PER LOCATION BACK TO MPOE ON SOUTH WALL NEAR CONTROL ROOM. 20 REMOVE EXISTING DUPLEX RECEPTACLE AND REMOVE WIRING BACK TO A CONCEALED LOCATION AND MAKE SAFE. 21 VOICE/DATA OUTLET MOUNTED IN RAISED FLOOR PANEL ADJACENT TO FLOOR BOX FOR FURNITURE CONNECTION, 22 COMBINATION BOX MOUNTED IN RAISED FLOOR PANEL WITH ONE (1) EA. VOICE/DATA OUTLETS AND ONE (1) QUADRUPLEX RECEPTACLE FOR FAX/PRINTER STATION. COORDINATE EXACT LOCATION WITH CINGULAR, 23 PROVIDE 1 ph, 208V CONNECTIONS FOR AUXILIARY COOLING UNIT FAN COIL, LOCATED IN BATTERY ROOM, AND CONDENSER LOCATED IN TOWER ENCLOSURE. PROVIDE NEW 30A, 2P BREAKER IN PANEL A-1C FOR CONDENSER, PROVIDE, NEW 15A, 2P BREAKER IN PANEL A FOR A/C FAN COIL UNIT. VERIFY EQUIPMENT REQUIREMENTS WITH MECHANICAL CONTRACTOR PRIOR TO INSTALLING BREAKERS AND FEEDERS. GENERAL NOTES: 1. INSTALL FIVE (5) RUNS 1-1/2" EC C/W PULL CORD FOR CAT-5 CABLE FOR ALARM SYSTEM AS DIRECTED BY ALARM VENDOR (FACILITIES ROBOTICS). FOR PRICING PURPOSES, CARRY 100 ft. PER RUN, COORDINATE INSTALLATION OF CAT-5 RUNS WITH ALARM VENDOR. CPS ANTENNA CABLE BY CINGULAR 1"EC SECURED TO EXTERIOR WALL CPS ANTENNA BY CINGULAR, SEE A SERIES DRAWINGS FOR MOUNTING, NOTES: 1. SEAL ALL PENETRATIONS INTO FLASHING CAUSED BY FASTENERS. 2. SEAL ALL WALL PENETRATIONS 3. PROVIDE PULL CORD FOR EMPTY CONDUIT 1 "EC TO SWITCH EQUIPMENT. COORDINATE TERMINATION POINT WITH CINGULAR Z Consultant: QgFESS 0 cinguldoev WIRELESS SANTA ANA SWITCH FACILIT`T 417 W. WARNER AVE. SANTA ANA, CA 92707-3441 1 BREAK ROOM DELETED MAR.10.05 ERG 0 ISSUED FOR CONSTRUCTION FEB.16/05 MW B ISSUED AS 95% COMPLETE JAN.20/05 EAS A ISSUED AS 75% COMPLETE JAN.7/05 HS Mark Description Date By Project No.: 9053003.01 Date: JAN. f 05 Drawn: H. SALEM Design: M. MUDHAR Checked: H. WIJAYARISI CAD Dwg. File: 9053003.01.E.0.03 DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. Sheet Title: IDOIi1i ".2 a11wvi III E.1,03 I N 0 I PLAN NORTH 2 3 4 5 rf",*1N I I I I f c a 0-- / 3A / 4 0 LO TYP. LIGHTING PROTECTION SYSTEM LAYOUT T I 1 REFERENCE NOTES: PERIMETER GROUND LOOP BOND DOWN CONDUCTOR TO PERIMETER GROUND LOOP USING EXOTHERMIC WELDING PROCESS 3 LIGHTNING PROTECTION DOWNCONDUCTOR. INSTALL IN SURFACE MOUNTED PVC CONDUIT. 4 EXISTING GROUND ROD. EXACT LOCATIONS TO BE CONFIRMED ON —SITE. LIGHTNING CONDUCTOR ON ROOF/PARAPET PARAPET MOUNTED SOLID COPPER AIR TERMINAL CAST BRONZE T—CONNECTOR BOND ALL METALLIC OBJECTS WITHIN 6'-0 OF MAIN CONDUCTOR CABLE SUCH AS PIPING, METAL MANSARD ROOFS, GPS MASTS, ETC. TO MAIN CONDUCTOR VIA APPROVED MECHANICAL BONDING CLAMP AND BONDING CONDUCTOR. BOND ALL METALLIC COLUMN COVERS, ROOF VENTS, HATCH, HVAC DUCTS, VENT CAPS, EXHAUST PIPES TO MAIN CONDUCTOR VIA MECHANICAL CLAMP AND BONDING CONDUCTOR. 10 FLAT ROOF MOUNTED SOLID COPPER AIR TERMINAL. 11 BOND ALL SITE LIGHTS METALLIC POST TO EXISTING GROUND RING VIA EXOTHERMIC WELD, 1 LIPS CONDUCTOR TRANSITION DOWN FROM ONE LEVEL TO ANOTHER LEVEL. GENERAL NOTES: 1, USE CLASS I MATERIALS PER NFPA780. PARAPET MOUNTED AIR TERMINAL SEE DETAIL 3 ON THIS DWG. AIR TERMINAL LIGHTNING PROTECTION DOWN CONDUCTOR IN PVC CONDUIT LIGHTNING PROTECTION DOWN CONDUCTOR DETAIL -- ROOF LEVEL N.T.S. LIGHTNING PROTECTION DOWN CONDUCTOR IN PVC CONDUIT 11 FINISHED GRADE z 00 EXOTHERMIC WELD ,,-PERIMETER GROUND LOOP NOTE: IN LOCATIONS WHERE IT IS NECESSARY TO CUT ANY CONRETE SLABS OR ASPHALT IN ORDER TO ACCESS PERIMETER GROUND LOOP, THE CONTRACTOR SHALL REPAIR THE SURFACE TO ITS ORIGINAL CONDITIONS. 'Kelil L I k, I an I ! I mr -a ml N.T.S. GENTLY TAPERED AIR TERMINAL UNIVERSAL AIR TERMINAL BASE LIGHTNING CONDUCTOR CABLE FASTENER N.T.S. Consultant: poCF ESS /r� .............. * & cinguld&vv WIRELESS SANTA ANA SWITCH FACILITY 417 W. WARNER AVE. SANTA ANA, CA 92747-3441 0 ISSUED FOR CONSTRUCTION FEB.16/05 MW C ELECTRICAL REVISION JAN.24/05 MW B ISSUED AS 95% COMPLETE JAN.20/05 EAS A ISSUED AS 75% COMPLETE JAN.7/05 EAS Mark Description Date By Project No.: 9053003.01 Date: JAN J04 Drawn: E. SNELLING Design: M. MUDHAR Checked: H. WIJAYARISI CAD Dwg. File: 9053003.01.E.1.05 DO NOT SCALE DRAWINGS, CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS, NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. Sheet Title: LIGHTNING PROTECTION SYSTEM LAYOUT E.1,05