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HomeMy WebLinkAbout10148108.pdf.< - � 77,f , �R. . i..3R 8 IX A I� +� y a id qG g w � vsi J .+.«'. .p G:.,� ti,.xTtti--n ,�c^, u». ,..2 �.Ir is :s Oaf this olani and �,Immif&caflncros SHALL �gOT n, q §i ) v age o� 'r � ..r..rna-zzw=m+n ^p^ p %� &rig C ty 1F -v�iL7bb9 2-0 'COAD�_. `--Ui F I£,,,;N- `� pd5��,r. ¢,..... �cw i.. .fie i'., t 4. t•.d7 ,n, E..� &sit ttsi f ad s'e»„ia 2.�'�?. .. �,a P ., 2D ;, I sCERTIF.`.it �y .I t' S r''4 J$ 4 t 'NE ��� :_E D YES N i NO.4 s r O 1155 OUVETTE EXECUTIVE, PARKWAY I ,, _ '.. s -��?� '� � �'.>3�`��-���``�gg��� SUITE 100 e.T rp w... OLIVETTE, MISSOURI 63132 PH: 314 * 721 * 1340 Tn __.._ -----_ ._, FAX: 314 * 721 * 0344 ilcy 3�y i"S4 `„��,+.. 9. 4. BUILDiNC7 COMMENTS t THE APPLICANT SHALL OBTAIN GLEARANGES/APPROVALS ; FOR THE FOLLOWING PRIOR TO BUILDING PERMIT ISSUANCE: D (0�-)PLANNING DIVISION APPROVAL ON THE. CORRECTED/FINAL` , /A\ 4 w SETS OF DRAWINGS (64 t-5D04).' f I 1711N I �PREVIOUSLY APPROVED PLANS SHOULD BE SUBMITTED TO .� EXPEDITE THE PROCESS. FIRE DEPARTMENT APPROVAL ON THE GORREGTED/FINAL SET OF DRAWINGS (64`1--553q OR 641-5-700). LANDLORD COMMENT POLICE DEPARTMENT APPROVAL ON THE GORREGTED/FINAL SET OF DRAWINGS (64`1-5840). � � � SET NO CONSTRUCTION WORK MAY BE61N PRIOR TO THE ON 51TE CONSTRUCTION MEETING WITH THE CHIEF ENCANEER AND PUBLIC WORKS AGENCY APPROVAL (647-50, MALL MANAGEMENT, PROOF OF WORKER`S COMPENSATION INSURANCE SHALL BE COPYRIGHT Q2oos REGUIRED AT THE TIME OF PERMIT 155UANGE. E P o c H D E s a c N c R a U v ARCHITECTS° ALL RIGHTS RESERVED A.F.F. ABOVE FINISHED FLOOR INT, INTERIOR A.P. ACCESS PANEL JT. JOINT ACCESSIBLE ENTi2ANE I # TIC #. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LANDLORD"5 TENANT 15, FIRE STOP ALL WALLS AS REGUIRED BY LOCAL BUILDING GODES, �y���Ldr�5 AND ROUTE TO ALTERED I r a CRITERIA AND ALL LOCAL, STATE AND FEDERAL CODES. AG. ACOUSTICAL MFR, MANUFACTURE (R) AREA I ; AG.T. ACOUSTICAL TILE MEGH. MECHANIC (AL) THINGS REMEMBERED MAIN PLACE 16. ALL EXISTING AND NEW FIRE RATED CONSTRUCTION AT COLUMNS # '• PARING ARIA ADJ. ADJACENT MEMB. MEMBRANE 2. GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS CEILINGS WALLS ETC. INCLUDING FIRE DAMPERS SHALL COMPLY 5500 AVION PARK DRIVE 2800 N. MAIN STREET A/G AIR GONDITIONIN6 MTL. METAL H(6HLAND HEIGHTS, OH 44143 SANTA ANA GA �42 t05 APPROVALS, LICENSES CERTIFICATES TO COMPLETE THE PROJECT, WITH LANDLORD AND LOCAL CODE REQUIREMENTS. ALT. ALTERNATE MEZZ. MEZZANINE PARKING AREA b ATTN: MARY ELLEN PAUL AT TTERBAGK A.B. ANCHOR BOLT MIN, N MINIMUM MINUTE 3, GENERAL CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION, PUBLIC 11. ALL INTERIOR AND STOREFRONT FINISHES TO MEET LOCAL GODS 440-413-2000 ti4-547-7800 A APPROX. APPROXIMATE MISC. M15GELLANEOU5 LIABILITY, AND PROPERTY DAMAGE INSURANGE $ PAY FOR SAME. REFER TO AND LANDLORD FLAME SPREAD REQUIREMENTS. MINIMUM TO BE , APVD. APPROVED N.I.G. NOT IN CONTRACT ARGHITEGT I CONSTRUCTION CONTRACT FOR REQUIRED AMOUNTS ETC, GLA55 G (Ili) OR BETTER. ARCH. ARGHITEGT (URAL) N.T.S. NOT TO SCALE TENANT GOORDINATOR - - EPOGH DESIGN GROUP AGGESSIBLE TELEPHONE #8. ALL LUMBER {INCLUDING PLYWOOD, BLOCKING, SHELVfNG, BLK. BLOCK NO. or # NUMBER WESTFIELD CORP. 4. GENERAL CONTRACTOR SHALL VERIFY WITH OWNER WHETHER STARE IS TO 1155 OLIVETTE EXECUTIVE PKWY. � BLK6. BLOGKIN6 O.F.G.I. OWNER FURNISHED 6.6. INSTALLED SUITE 100 11601 NILTSHIRE BLVD, STE 1200 REMAIN OPEN DURING CONSTRUCTION (WHERE APPLICABLE). TRIMMINGS, ETC.) SHALL BE FIRE RETARDANT TREATED A5 REQUIRED BD. BOARD O.F.O.i• OWNER FURNi51iEl? OWNER INSTALLED 5T. LOUTS, MO 63132 L05 ANGELE5, GA 10025 BY LOCAL CODES. GSWK. GAS)=WORK D.G. ON CENTER (5) ATTN: 5USAN TURNER 5. GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING GONDITION5 ATTN: THOMAS GOEPEKE THINGS REMEMBERED GEM. CEMENT OPN6, OPENING 310-5i5-5�i8O DIMENSIONS AND REMOVE ALL EXI5TIN6 ELEMENTS AND FIXTURES NOT [cf. ALL PARTITIONS, CEILINGS, LIGHT FIXTURES, DUCT WORK, ETC. TO GL6. CEILING 314- i21-1340 SPACE LE L RELEVANT TO NEW WORK, BE BRACED TO STRUCTURE TO RE51ST SEISMIC LOADING. OPP. OPPOSITI= LOWER LEVEL 3/16/05 2 BUILDING COMMENTS GLOW. CEILING HEIGHT PART. PARTICLE ENGINEER 6. 6ENERAL CONTRACTOR SHALL BE RE5P0N51BLE FOR VERIFYIN6 GHNL. CHANNEL P.LAM. PLASTIC LAMINATE rs .. 2/25j05 1 OWNER/LL/BLDG COM, 20. ALL STOREFRONT CONSTRUCT#ON IS TO BE SELF SUPPORTING AEDiF1GA CASE ENGINEERING, INC. DIMENSIONS PRIOR TO START OF CONSTRUCTION. A COMPLETE LAYOUT OF GLR. CLEAR (ANGE) PLMB. PLUMBING : s ;� d a I e: A- r e v i s I a n: FROM FLOOR AND ATTACHED TO STRUCTURE ABOVE FOR LATERAL GLO. GL05ET 1725 LARKIN WILLIAMS STORE SHALL BE PERFORMED. REPORT ANY DISCREPANCIES AND/OR FIND. PLYWOOD SUPPORT ONLY, {UNLESS SPECIFICALLY INDICATED aTHERWISE.) COL. COLUMN PVC. POLYVINYL CHLORIDE ST. LOUTS, M0 63026 CONFLICTS TO THE ARCHITECT AND OWNER PRIOR TO PROGEEDINO WITH THE ATTN: JOHN VIRTUDAZO s e ° is WORK. G.M.U. CONCRETE MASONRY UNIT PREFAB. PREFABRICATED 21, 6ENERAL GONTRACTOR SHALL CONSTRUCT A METAL STUD 4 GYP. GON5T. GON5TRUCTION P.M. PROJECT MANAGER 636-34�1-I600 ACCESSIBLE RESTROOMS BD. BARRICADE ENGLO5ING ENTIRE STOREFRONT IN ACCORDANCE GONST.JT. CONSTRUCTION JOINT OTR, QUARTER . GENERAL CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING WITH MALL CRITERIA UNLESS OTHERWISE DIRECTED BY LANDLORD. NOTE: ADDITIONAL GOORD. COORDINATE R.A, RETURN AIR UTILITIES, AIR DUCTS MECHANICAL EQUIPMENT. ETC. AND LOCATIONS OF AGGE55lBLE RESTROOMS ARE r't� G.G. TO VERIFY REQUIREMENTS WITH MALL MANAGER PRIOR TO GORR, CORRIDOR R.G.P. REFLECTED GEIL(NG PLAN o •: • , PROP05ED CONNECTIONS TO SAME. ANY D15GREPANGIES OR CONFLICTS START OF CONSTRUCTION. LOCATED ON THE UPPER LEVEL GTR. CENTER REF. REFERENCE ' SHOULD BE REPORTED TO ARCHITECT � OWNER IMMEDIATELY. (N THE FOOD COURT ACROSS • �° � t` G.T. CERAMIC TiLE REG. REGISTER " 22. IT 15 THE RESPONSIBILITY OF THE G.G., H15 5UPERV15OR AND/OR F OM NORDSTROM �; s N a t �y : PET. DETAIL REINF, REINFORCED IN6 �...AL 8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL SUB-GONTRAGTOR(S) TO GUARANTEE THE SAFETY OF ALL x� a DIAL. DIAGONAL REOV. (REG) REG2UIRED /'�'�"' �''`'(' <-- GONTRAGTOR,WDRK, WHETHER PERFORMED BY HIS LABORERS, SUBCONTRACTORS, OWNER`S MATERIALS SUPPLIED BY THE TENANT FOR THE GON5TRUGTION AND ECT CON l AC t 5 MALL � - f OTHERS. FIXTURIN& OF THE PROJECT. TH15 INCLUDES, BUT 15 NOT LIMITED TO, DIA. DIAMETER REV. REVISION (S), REVISED A COMPLETE CHECK OF ALL ITEMS RECEIVED AND NOTIFICATION DII=, DIFFUSER R.O. ROUGH aPENIN�a CIA. THE SIGN MANUFACTURER SHALL BE RESPONSIBLE FOR SUBM#TTIN6 AND WITHIN 48 HOURS OF ANY SHORTAGES OR DAMAC F5, AS WELL A5 DIM. DIMENSION RND. ROUND OBTAINING MALL APPROVAL PRIOR TO COMMENCING WITH FABRICATION. DI5P: DISPENSER 5HT. SHEET 5HEET NO,: DE5GRIPTION ,._ BUILDING CODE: CALIFORNIA BLDG. CODE - 200I EDITION i o b n p m e; SECURITY FROM L055 OR DAMAGE AFTER RECEIPT. ALL_ .3 SHORTAGES AND/aR DAMAGES NOT REPORTED TO TENANT OR DR. DOOR SiM. SIMILAR FIRE CODE: CALIFORNIA FIRE CODE - 200i EDITION qB. SIGN MANUFACTURER SHALL OBTAIN SIGN PERMiT(S) FROM ANY CITY, FIXTURE CONTRACTOR WITHIN SAID 48 HOURS WILL BE REPLACED DWR, DRAWER S.G. SOLID GORE GI.O COVER SHEET 1 ' . ' RCFPD ORDINANGE5 15 4 3q � STATE, OR COUNTY AUTHORITY HAVING JURISDICTION PRIOR TO 516N DWG. DRAWING 5.5. STAINLESS STEEL 'w v WITH IDENTICAL QUALITY MATERIAL AT THE SOLE EXPENSE OF G,G.. G2A SPECIFICATIONS PLUt�ISiNC� GODS: CALIFORNIA PLUMBING CODE -- 200I EDITION �M.E.�.]3pj FABRICATION AND INSTALLATION. ELEG. ELEGTRIGAL 5TO. STANDARD MECHANICAL CODE: CALIFORNIA MECHANICAL CODE - 200I EDITION 23. ALL WORK SHALL MEET OR EXCEED STATE, COUNTY AND LOCAL E.P. ELECTRIG PANEL 5TL. STEEL DID EXISTING CONDITIONIS PLAN 10. THE GENERAL CONTRACTOR SHALL THOROUGHLY GLEAN THE 5PAGE, BUILDING CODES AND ALL LANDLORD'S/OWNERS ELEV. ELEVATION 5TO. STORAGE ELEGTRIG CODE: CALIFORNIA ELECTRICAL CODE - 2001 EDITION PRISOICALRIZIDGIFTS MAKINC7 IT READY FOR MERCHANDISE, WHICH SHOULD GENERALLY CONSIST EX15T EXISTING 5.0. STORM DRAIN AID FLOOR PLAN t DOOR SCHEDULE ENERGY CODE: CALIFORNIA ENERGY CODE - 200i EDITION OF VAGUUMIN6, DU5TIN6, WA5HIN6 WINDOW5, AND GLEANING ALL FLOORS. 24. NO GOMBU5TIBLE MATERIAL5 TO BE USED ABOVE FINISH GEILINC7 EQUIP. EQUIPMENT 5TRUGT. `STRUCTURAL A2.0 REFLECTED CEiLINCG PLAN d DETAILS SA 4TA; ANA, CA LINE. FXH. EXHAUST SUSP. SUSPENDED A3.0 INTERIOR ELEVATIONS d FiN15H 50HEOULE NOTE: 00I7E5 13A5ED ON THE Igg7 UBG, 2000 Ii. IT 15 REQUIRED THAT EACH BIDDER VISIT THE S#TIE AND FULLY ACGUAiNT EXP. JT. EXPANSION JOINT SYM. SYMMETRY (IGAL} A4.0 HORIZONTAL STOREFRONT SECTIONS UFG, � G -k II'iC, Iq�tq NEC MAIN PLACE MALL THEMSELVES WITH THE EXISTING CONDITIONS AND THE SCOPE OF THE FIN. FINISH (ED) 5Y5. SYST)=M A4.1 VERTICAL STOREFRONT MOTIONS �s, i S v- 25. ALL 5ALE5 AREA WALLS TO BE PRIMED WITH AN APPROVED OIL A5,0 DETAILS SOT � SPACE NO., 1020 PROJECT PRIOR TO 5UBMiTTIN6 THEIR BIDS, FAILURE TO DO 50 SHALL NOT BASE PRIMER OR SEALER COMPATIBLE WITH FIN15H INDICATED. FP. FIREPROOFING T.B.D. TO BE DETERMiNFD RELIEVE THE CONTRACTOR FROM OMISSIONS IN BiDD#N6 DUE TO LACK OF 1 v._wa` ,v n°' ST� �' 7'p� 26, ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR. F.D. FLOOR DRAIN TEL. TELEPHONE FLO FIXTURE PLAN 4 ELEVATIONS TENANT U5E GROUP GLA551FIGATIt�N � �*MERCANTiLE EXi5TIN6 INFORMATION AND NO GHAN6E5 WILL BE ACCEPTED WITH SAME. A PERIOD OF (1) ONE YEAR FROM DATE OF COMPLETION, FLUOR, FLUORE5GENT T5. TUBE STEEL ` F.R.T. FIRE RETARDANT TREATED TYP, TYPICAL MEI MEGHANIOAL PLAN- 12. GENERAL CONTRACTOR SHALL ARRANGE FOR AN ORIENTATION MEETING ME2 MECHANICAL TITLE 24 CALCULATION MALL GONSTRUGTION TYPE / GLA55IF1 TYPE II t I t i WITH LOCAL MALL MANAGEMENT PRIOR TO START OF CONSTRUCTION, 2. PATCH CONCRETE SLAB SMOOTH :4 LEVEL A5 REQUIRED TO FURR. :=URRED (INGl U.N.O. UNLESS NOTED OTHERwISI; ME3 ELEGTRiGAL CEILING FLAN w. PREPARE FOR INSTALLATION OF FINISHED FLOORING. OA. OA6F, GAUGE VAR. VARIES E d Nh 6ALV. 6ALVANIZEi7 VERT. VE'TIGAL ME4 ELECTRICAL PC?1^iER PLAN _�n �: y, ;,m �_ s. COVER SHEET 13, GENERAL CONTRACTOR SHALL PROTECT ALL EXISTING SURFACES, ME5 ELECTRICAL TITLE 24 CALCULATION TENANT 5EPARATION (RATING). hIOUR RATED MATERIALS, FIXTURES ETC,. THAT REMAIN, FROM DAMAGE DURING THE 28. INSTALL GEILING 6RID TIE WIRE5 AT EVERY 4'-0" O.C. INTERVAL 6.6, GENERAL GONTRAGTOR V1=5T. VE5TIBULF (16 50. FT. MAX.) G.G. TO ATTACH TIE WIRES TO TOP CHORD OF OYP. BD. 6YP5UM BOARD V.G.T. ViNYL GOMP05ITION TILE € COURSE OF PROJECT. G.C. SHALL BE RESPONSIBLE FOR REPAIRING ANY AND JOISTS ABOVE, DO NOT ATTACH TO LANDLORD EQUIPMENT OR N.V.A.G. HFATING/VENTiLATiON/ V.I.F. VERIFY IN FIELD FIRE SUPPRE55ION SYSTEM. } =,.rf .. z}.- . •.'; .. FULLYPI2iNKLEI? ALL DAMAGE BY HIMSELF OR H15 SUBCONTRACTORS DURING COURSE OF METAL DECK. AIR GONDiTIONIN6 W.G. WATER GLaSET PROJECT. REPAIRS ARE TO MATCH EXI5TIN6 MATERIALS AND MUST BE H.G. HOLLOW GORE WP. WATERPROO)=(IN6) � A�R� ': ACCEPTABLE TO LANDLORD, owNER, OR OTHER GOVERNING AGENCY. REA CALLULAT10N5•�= = OCCUPANT LOAD: � r a w r, b r: 2cl. GENERAL CONTRACTOR SHALL RENDER THE SERVICES OF A H.M. HOLLOW METAL W5. WEATHER 5TRIPPiN6 1 2005 SALES AREA: 1641 S.F. 55 14. ALL FLOOR TRANSITIONS BETWEEN DIFFERENT MATERiAL5 SHALL BE PROFESSIONAL GLEANING COMPANY UPON THE COMPLETION OF HORIZ. HORIZONTAL W/ WITH MAR WORK, PRIOR TO TURNOVER OF STORE TO OWNER. ALL VINYL FLOOR H.N. HOT WATER w/o WITHOUT S .}a pry 5TOGK AREA: Siq S.E. 2 5 c a i e: -T -T TN //I TN 1A L::) SMOOTH AND FLUSH (MAX#MUM SLOPE 1I8" PER FOOT OF ANY AREAS TILES TO BE GLEANED, AND WAXED. IN.(") INCH WD. WOOD S of e TOTAL. 2,166 5.F• 5� FEATHERED). ■ W.P. WORKIN6 POINT N NOS S VIATIONS IN X OI� DRAWING& ICUILD INt:,; ICOD .� DATA d � t e: job n o: 2/1 1 joy 05007 11 DIVISION I - GENERAL CONDITIONS 1.01 GENERAL A. THE STANDARD FORM OF AGREEMENT BETWEEN OWNER AND GONTRAGTOR, THINGS REMEMBERED. MOST GURREN7 CONSTRUCTION CONTRACT, IS HEREBY MADE PART OF THESE DOCUMENTS. B. THE GENERAL CONDITIONS OF THE GONTRAGT ARE THE AMERIGAN INSTITUTE OF ARCHITECTS STANDARD DOCUMENT NO. A201 "THE GENERAL GONDITION5 OF THE CONTRACT FOR CONSTRUCTION", BUILDINGS, HEREINAFTER REFERRED TO AS THE "GENERAL CONDITIONS" G. THE CONTRACTOR SHALL FURNISH THE OWNER WITH FINAL APPLICATIONS FOR PAYMENT, A MINIMUM ONE YEAR WRITTEN GUARANTEE, WARRANTING ALL WORK IN ACCORDANGE WITH THE PROVISIONS OF THE GENERAL CONDITIONS. D. THE OWNER RESERVES THE R16HT TO WAIVE 1RRE6ULARITIE5 AND TO REJECT ANY AND ALL BID PROPOSALS. E. UNLE55 NOTED OTHERHISE, DIRECTIVES 155UED IN THE SPEG€F€GATION5 ARE ADDRESSED TO THE GENERAL GONTRACTOR. F. FURNISH ALL LABOR, MATERIALS, APPLIANCES, TRANSFORMATION AND SERVICES REQUIRED FOR SATISFACTORY COMPLETION OF THE WORK. 6. INSPECT PREMISES AND VERIFY EXISTING GONDITION5 AND DIMENSIONS. REPORT ERRORS OR INCONSISTENCIES TO THE ARCHITECT AND PROJECT MANAGER BEFORE ANY WORK 15 DONE. FAILURE TO DO 50 RELIEVES ARCHITECT, PROJECT MANAGER AND OWNER OF RE5PONSIBiLITY FOR CORRECTION OF RESULTING PROBLEMS. H. OWNER RE5ERVE5 THE RIGHT TO INSTALL STORE FIXTURES, TO WORK OR TO USE A PORTION OF THE CONSTRUCTION AREA AFTER SUBSTANTIAL COMPLETION BY THE CONTRACTOR. SUCH OCCUPANCY SHALL IN NO WRY IMPLY AGGEPTANGE OF ANY PART OF THE WORK. 1. SUBMIT LIEN RELEA5E5 GOVERIN6 ALL LABOR, MATERIALS AND OTHER COSTS INGURRED AS A PART OF THE WORK, INGLUDING 5U5GONTRAGTOR5 LABOR AND MATERIALS AT APPLICATION FOR PAYMENT PER CONTRAGT. J. PERFORM ALL GUTTING, PATCHING, REPAIRING, AND RESTORING NECESSARY TO COMPLETE THE NORK AND RE5TORE DAMAGED ADJACENT SURFACES RI~9ULTING FROM THE NORK TO ORIGINAL GONDITIONS TO THE 5AT15FAGTION OF OWNER, PROJEGT MANAGER AND ARCHITECT. K. CONGEAL, OR ENGA5E AND FINISH, ALL PIPE, CONDUITS, DUCTS, VENTS, ETC. IN PUBLIC AREAS UNLESS OTHERWISE NOTED. L. THE ADJACENT PREMISES INTEND TO REMAIN 1N BU51NE55 THROUGHOUT THE NORK. PROTECT THE PUBLIC AND STORE EMPLOYEE BY UTILIZING TEMPORARY BARRICADE ETC, AS REQUIRED. A. THE TENANT - THINGS REMEMBERED R OWNER - THINGS REMEMBERED G. ARGHITEGT THE FIRM THAT PREPARED PRANIN65 D. PROJECT MANAGER - ONNER`S DESIGNATED GON5TRUGTION COORDINATOR E. CONTRACTOR - THE ONNER'5 GENERAL CONTRACTOR AND/OR SUBCONTRAGTOR5 F. LANDLORD - MALL OR BUILDING MANAGEMENT DESIGNATED REPRESENTATIVE. 1.03 PERMITS, INSURANCE, CODES, TESTS AND INSPECTIONS A. CONFORM TO STATE, NATIONAL AND MUNICIPAL BUILDING AND SANITARY LAHS, CODES, AND REGULATIONS, AND ALL LANDLORD REQUIREMENTS. B. OBTAIN ALL NECESSARY PERMITS, INSPECTIONS, INSURANCE, LICENSES AND PAY ALL LEGAL FEES NHIGH SHALL FORM A PART OF THE HORK, INGLUDING THE COST OF PLUMBING, HVAG AND ELECTRICAL TESTS, IN5PEGTION5 AND SERVICE GHAR&ES. G. MAINTAIN SAFETY AMONG PERSONS PERFORMING THE NORK IN AGGORDANGE KITH CURRENT 5TANDARD5 OF THE OCCUPATIONAL SAFETY AND HEALTH ACT. NEITHER THE OWNER, PROJEGT MDR., NOR THE ARCHITECT SHALL BE RE5PON51BLE FOR CONSTRUCTION MEAN5, METHODS, OR TECHNIQUES, OR FOR SAFETY PRECAUTION5 AND PRO6RAM5 IN GONNEGTION HITH THE HORK. THE OWNER, PROJECT MANAGER AND ARCHITECT SHALL BE HELD HARMLE55 FOR ANY ACCIDENT, INJURY OR ANY OTHER INCIDENT RESULTING FROM NON-GOMPLIANGE WITH THE STANDARDS MENTIONED ABOVE. 104 DRAWINGS AND SPECIFICATIONS A. THE DRANIN05 AND SPECIFICATIONS ARE COMPLIMENTARY. ANY REQUIREMENT FOUND IN ONE SHALL APPLY A5 IF FOUND IN BOTH. IF ONE 15 MORE STRINGENT THAN THE OTHER THEN THE MORE 5TRINGENT SHALL APPLY. B. REFER CONTRADICTIONS OR ERRORS IN DRANING5 OR 5PEGIFIGATION5 TO THE ARGHITEGT OR PROJECT MANAGER FOR GLARIFIGATION. G. DO NOT MAKE ANY GHA%r: TO DRANIN65 OR 5PEGIFIGATION5, EXCEPT AS INDICATED ABOVE. U5E DIMEN51ON5 NOTED ON THE DRANING5; OR GALCULATED FROM SAID DIMENSIONS. 00 NOT 56ALE DRAN€NGS. D. THE CONTRACTOR FOR EACH BRANCH OF GONSTRUCTION SHALL TAKE FIELD MEA5UREMENT5 AT THE SITE BEFORE COMMENCEMENT OF THE HORK. E. PROVIDE AND UPDATE A COMPLETE RECORD SET (AS -BUILT) OF PRINTS. CORRECT DAILY TO WON EVERY GHAN6E FROM OR16INAL DRANING5 AND SPECIFICATIONS. AT THE COMPLETION OF THE NORK, DELIVER SET TO THE ONNER'5 PROJECT MANAGER, PER THE GONTRACT. 1.05 TEMPORARY FACILITIES A. PAY FOR ALL ELECTRIC, HATER, SANITARY AND OTHER 5ERVIGE5 REQUIRED TO PERFORM THE NORK. 106 PROTECTION OF PUBLIC AND ADJOINING PROPERTY A. GONTINUOU51-Y MAINTAIN ADEQUATE PROTECTION OF ALL NORK FROM DAMAGE. PROTECT THE OWNER'S PROPERTY, ADJACENT PROPERTY AND PU13LIG PROPERTY FROM DAMAGE DUE TO THE NORK, CORRECT ANY SUCH DAMAGE OR INJURY. B. THE GONTRAGTOR ASSUMES ALL R15KS OF DAMAGE TO OR FAILURE OF THE WORK, AND ALL R15K5 OF ACCIDENTS FROM IAHATEVER CAUSE ARI51N6 UNTIL THE HORK 15 COMPLETE AND ACCEPTED BY THE cHNER/TENANT. G. THE CONTRACTOR AGREES TO PROTECT, DEFEND, INDEMNIFY AND HOLD HARMLESS THE OWNER, PROJEGT MANAGER AND THE ARCHITECT AGAINST ALL L055E5, COSTS, OR DAMAGE ON ACCOUNT OF ANY INJURY TO PERSONS OR PROPERTY IN THE PERFORMANCE OF THIS CONTRACT. 101 DAMAGE TO OTHER WORK A. THE GONTRAGTOR WILL BE RESPONSIBLE FOR ALL DAMAGE OR INJURY GAU5ED TO THE WORK OF OTHER CONTRACTORS. PROMPTLY REPAIR SAID DAMAGES AT GONTRA6TOR5 EXPENSE, B. IN GA5E OF FAILURE TO CORRECT SAID DAMAGES, THE CONTRACTOR SHALL HAVE THE G05T OF CORRECTING THEM DEDUCTED FROM H15 GONTRACT AMOUNT. G. FAILURE OF THE CONTRACTOR TO GORREGT DAMAGE TO THE NORK OF OTHER GONTRACTOR5 SHALL NOT EXCUSE 5UGH OTHER CONTRACTORS FROM FINISHING THEIR PORTION OF THE NORK 106 CHANGIES TO CONTRACT A. 5PEGIFY THE PROPOSED VARIATION, THE CHANGE TO CONTRACT AMOUNT, IF ANY, AND THE REA50N FOR MAKING IT. PROCEED ONLY AFTER AUTHORIZATION BY THE PROJECT MANAGER OR OWNER, B. NO CLAIM FOR GHANGE5 TO THE CONTRACT HILL BE APPROVED UNLE55 A PRICE HAS BEEN AGREED UPON IN ADVANCE. ADDITIONAL WORK MUST BE APPROVED IN NRITIN6 BY THE ONNER/PROJEGT MANAGER PRIOR TO WORK BEING EXECUTED. G. GALGULATE 6HANGE5 TO THE CONTRACT AT SAME PERGENTAGE5 FOR OVERHEAD AND PROFIT A5 IN ORIGINAL CONTRACT, A. PAY ALL 5ALE5 TAXES, 50GIAL 5EGURITY TAXES AND ANY OTHER TAXES REQUIRED BY LOCAL, STATE, OR FEDERAL 6OVERNMENT5. HOLD THE OWNER, PROJECT MANAGER AND ARCHITECT HARMLE55 AGAINST SAME. 1.10 CONSTRUCTION CLEANUP A. KEEP PREMISES FREE FROM SURPLUS MATERIAL, DIRT AND RUBBISH DURING THE NORK, B. UPON COMPLETION OF THE WORK, REMOVE ALL TOOLS, SCAFFOLDING, DEBRIS, ETC. FROM THE BUILDING. LEAVE INTERIOR AND EXTERIOR OF THE PREMISES GLEAN, INGLUDING GLEANING OF ALL 6LA55, FIXTURE5, ETC. G, ALL GASEHORK AND 517O RE FIXTURES TO BE )BLANKET WRAPPED® TOP 6URFA6E OF GA5ENORK s FIXTURES ARE TO BE GLEAN OF TOOLS AND MATERIALS d PROTECT FROM DAMAGE DURING NORK. RIGHT TO TERMINATE THE CONTRACT A. THE OWNER SHALL HAVE THE AUTHORITY TO TERMINATE THE CONTRACT IF CONTRACTOR NEGLECTS THE WORK OR FAIL5 TO PERFORM THE PROV1510N5 OF THE CONTRACT. THE OWNER SHALL GIVE GONTRACTOR SEVEN DAY'5 WRITTEN NOTIGE PRIOR TO TERMINATION. CONTRACTOR SHALL BE PAID FOR ALL WORK COMPLETED WITHIN TEN DAYS OF TERMINATION, 1.12 PRELIMINARY OPERATION A. CONTRACTOR SHALL ALLOW ALL COMPLETED AND OPERABLE EQUIPMENT TO BE OPERATED BY TENANT/OWNER FOR ACCEPTANCE. 1.13 SERVICE A. PROVIDE SERVICE ON ENTIRE SYSTEMS FOR A PERIOD OF ONE YEAR FROM DATE OF COMPLETION, PROVIDE ALL PERIODIC MAINTENANCE NEGE55ARY FOR PEAK EFFICIENCY OF ALL PHASES OF THESE SYSTEMS, TO INCLUDE OPERATIONAL AND PREVENTATIVE MAINTENANCE. 1.14 GUARANTEE A. GUARANTEE THAT ALL MATERIALS ARE THE TYPE AND GRADE SUITABLE FOR ITS USE, THAT ALL LABOR WILL BE OF SUITABLE SKILL, THAT ALL WORK HILL BE PERFORMED IN A WORKMANLIKE MANNER AND WILL BE IN GOOD CONDITION AT DATE OF COMPLETION. B. THE CONTRACTOR GUARANTEES ALL WORK FOR A MINIMUM PERIOD OF ONE YEAR AFTER COMPLETION AND THE ACCEPTANGE BY THE OWNER, INCLUDING IMMEDIATE REPAIRS. G. CORRECT ALL DEFECTS WHIGH MAY APPEAR 1N THE WORK NITHIN ONE YEAR AFTER IT5 COMPLETION AR15IN6 FROM DEFECTIVE OR IMPROPER MATERIAL OR NORKMAN514IP. REPLACE OR REPAIR ANY PART OF THE WORK NHIGH 15 DAMAGED OR P15TUR13EP AS A RESULT OF SAID CORRECTION. D. A MANUFAGTURER'S WARRANTY ON ANY ITEM SHALL NOT RELIEVE THE CONTRACTOR FROM FULL RESPONSIBILITY FOR ADEQUATE FUNCTION/OPERATION OF SAID 6UARANTEE/HARRANTY ITEMS ABOVE. E. WARRANTIES OF MATERIALS AND WORKMANSHIP SHALL BE WRITTEN TO THE BENEFIT OF BOTH OWNER AND TENANT/PROJEGT MANAGER. PRIOR TO FINAL PAYMENT. DIVISION 2 - SITE WORK - NONE DIVISION 3 - CONCRETE -(REFER TO DRAWINGS FOR EXTENT OF WORK REQUIRED) 3.01 GENERAL REFER TO PLAN FOR NEN SLAB REQUIREMENTS IF EXI5TING PATCH AND REPAIR AS REQUIRED MATCH THE FOLLOWING: EXI5TING SUPPORTED FLOOR TO BE GORED AS REQUIRED AND INDICATED. A. GONGRETE: READY -MIXED CONCRETE, A5TM CC14-bcl. B. MATERIALS: 1. PORTLAND CEMENT, TYPE 1: ASTM 0150 bb. 2. FINE AGGREGATE: A5TM 633 6q. 3. COARSE A66RE6ATE: TABLE II, 51ZE 57 A5TM 33 bct. 4. WATER: GLEAN AND POTABLE. 5. BAR REINFORCEMENT: GRADE 40 A5TM A 616 bb. 6. W1RE FABRIC, REINFORCEMENT: A5TM A165 bq. G, ADMIXTURES POZZOL€TH OR EQUAL, A5 MANUFACTURED BY MASTER BUILDERS GO, D. PROPORTION CONCRETE TO DEVELOP 3,000 P51 AT 2b DAYS AND HAVE A MAXIMUM SLUMP OF 4 1/2". E. MINIMUM CEMENT CONTENT: 5 112 BAGS (517:0) PER GUBG YARD. NO HATER 15 TO BE ADDED AFTER MIXING. F. REINFORCE CONCRETE SLABS HITH MELDED WIRE FABRIC, 6 X 6 - # 10 X 10, LAPPED 6" AT END 5112E LAPS. G. BAR REINFORCEMENT: SIZES AND PLACEMENT AS REQUIRED, GONTINUOU5 AND LAPPED 24" AT 5PLIGE5 H. PROVIDE GORNER BARS AT GORNER5. 1, PLRGE 4" COMPACTED LAYER OF POROUS FILL UNDER THE CONCRETE SLAB, IF NOT F 1 Y URN SHED OTHERS. B O E S. J. BRING 5UB GRADE TO SPECIFIED LEVEL, COMPACTED AND FIN15HED SMOOTH. K. 13EFORE PLACEMENT OF HIRE FABRIC AND CONCRETE, COVER FLOOR AREA HITH 6 MIL POLYETHYLENE VAPOR BARRIER, ALL LAP5 H1TH "ZERO PERM" TAPE. 5EAL ALL PENETRATIONS AND PUNCTURES. L. 5GREED 5LA55 TO THE LEVEL SHOWN ON THE DRANIN65 OR AS REQUIRED. M. FLOAT SLAB AND FIN15H SURFAGE WITH STEEL TROI,EL AFTER HATER SHEEN HAS DISAPPEARED. DU5TIN6 HITH DRY SAND ON CEMENT 15 NOT PERMITTED. N. CURE SLABS HITH CHLORINATED RUBBER LIQUID MEMBRANE GURIN6/HARDENIN6 COMPOUND: "GLEARBOND", "GLEAR5EAL", "MA5TERSEAL", OR APPROVED EQUAL. 0. 5LA55 SHALL HAVE A MAXIMUM TOLERANCE OF 1/5" IN 12" AND SHALL NOT VARY AT ANY POINT MORE THAN I/b" ABOVE OR DELON THE PLANE SURFACE. R 5LAB5 TO RECEIVE A GROUT BED FINISH SHALL BE WATER CURED FOR 7 DAYS HITHOUT U5E OF GURING COMPOUND. Q. CONCRETE HORK SHALL NOT BE DONE NHERE TEMPERATURES ARE 4cl DEGREES FAHRENHEIT OR LE55. R. THOROUGHLY CLEAN 5LAB5 HH€GH HILL REMAIN EXPOSED UPON GOMPLETION OF HORK. AFTER GLEANING APPLY A SECOND GOAT OF GURINWHARDENIN6 COMPOUND TO THE EXP05EP CONCRETE. 5. INCLUDE CONTROL JOINTS AT EACH COLUMN LINE AND NO MORE THAN 30' O.G. IN EACH DIRECTION, T. SEPARATE SLABS, AT COLUMNS FROM REST OF SLAB HITH A 1/4" 150LATION JOINT IN "DIAMOND" PATTERN AT COLUMN, U. 2" THICK RIGID PERIMETER INSULATION SHALL BE INSTALLED HHEREVER NEN SLAB WORK ABUTS EXTERIOR HALLS. V. U5E GROUT/ANGHORING DEMENT COMPLYING HITH A5TM 61101 TO SECURE IN5ERT5 IN GORES. DIVISION 4 - MASONRY - NONE DIVISION 5 - STRUCTURAL AND MISC. METAL - NONE DIVISION 6 - CARPENTRY to.01 - GENERAL A. ALL MATERIALS ABOVE THE GEILING SHALL BE NON-GOMBU5TIBLE AS REQ'P BY CODE. B. HOOD FRAMING SHALL BE 1,15ED ONLY FOR MINOR, M15GELLANEQU5 BLOCKING OR AS SHOWN ON DRANIN65, AND SHALL BE FIRE -RETARDANT TREATED LUMBER. G. MATERIALS SHALL BE NEN, AND NORK SHALL BE PERFORMED IN QUALITY HORKMANLIKE MANNER. D. LUMBER IN CONTACT HITH CONCRETE OR TERRAZZO FLOORS SHALL 13E PRESSURE TREATED. 605 FINISH CARPENTRY AND MILLWORK A. PROVIDE AND INSTALL ALL HORK SHOWN AND AS REQUIRED TO FIN15H THE JOB. B. PERFORM CARPENTRY WORK TO THE BEST STANDARDS OF PRACTICE. LAY OUT WORK CAREFULLY TO PRODUCE RE5ULT5 INTENDED BY DRANING5 AND TO ACCOMMODATE NORK OF OTHER TRADES. G. INSTALL INTERIOR TRIM IN AGGORDANGE HITH A.H.I. STANDARDS. D. INTERIOR TRIM SHALL BE FIRE -RETARDANT TREATED TO COMPLY N1TH LOCAL FLAME SPREAD OR OTHER GODE5. N-fERE WOOD 15 USED AS SUBSTRATE FOR PLASTIC, LAMINATE OR OTHER FIN15H SURFAGE5, THE CONTRACTOR MAY SUBSTITUTE "DURAFLAKE FR' GLA55 I FIRE -RATED PARTICLE BOARD BY HILLAt,ETTE IND05TRIE5, ING., OR APPROVED EQUAL. E, FINISH HOOPHORK SMQQTH ON EXPO D SURFA6EOf FREE FROM MACHINE MARKS OR DEFAGEMENT5. SAND INTERIOR HOODNORK BY HAND AFTER ERECTED. MAKE ALL JOINT5 NEATLY AND ACCURATELY. PROPERLY PROTECT COMPLETED FINISH NORK. DIVISION I - THERMAL AND M015TURE PROTECTION -(REFER TO DRAWINGS FOR EXTENT OF WORK REQUIRED) A. ROOF PENETRATIONS AS REQUIRED, PERFORMED BY LANDLORD'S APPROVED ROOFER AS PART OF THE LANDLORD'5 GENERAL GONTRAGTOR'5 CONSTRUCTION REQUIREMENTS WHEN APPLICABLE. B. 5TRUGTURALLY BRAGE NEW OPENINGS AS REQUIRED, WITH EQUIPMENT GUR55 A5 5PECIFIED FOR MECHANICAL EQUIPMENT. ALL NEW ROOFING AND RELATED AGGE55ORIE5 SHALL BE BY THE SAME MANUFACTURER, AND OF THE SAME TYPE AND 5PEGIFICATION AS THE ORIGINAL ROOF. PERFORM ALL ROOFING WORK BY €NDIVIDUAL5 CERTIFIED BY THE ROOFING MANUFACTURER FOR SAID INSTALLATION. IF THE LANDLORD REQUIRES, THE ROOFING GONTRACTOR SHALL PROVIDE CERTIFICATION AFTER THE NORK 15 COMPLETED THAT THE WORK HAS, BEEN PERFORMED IN ACCORDANCE WITH MANUFACTURER'S I145TRUGTION5. 1:02 WATERPROOFM A. PROVIDE DEX-O-TEX BARRIER GUARD OR EQUAL 30 MIL MINIMUM THICKNESS WATERPROOF MEMBRANE UNDER ALL BATHROOM FLOORING IN5TALLATION5 AND EXTEND UP SURROUNDING WALLS WITH A MINIMUM 6" HE€GMT. PROVIDE MANUFAGTURER'5 STANDARD I YEAR PRODUCT WARRANTY. S.01 STOREFRONT CLOSURE REFER TO DRANIN655 FOR COMPLETE 5PEGIF€GATION5 A. SUBMITTALS: INCLUDE FABRICATION METHODS, FINI5HIN6, HARDWARE, ACCESSORIES, AND INSTALLATION REGOMMENDATIONS B. STOREFRONT HARDWARE TO INCLUDE THE FOLLOWING, I. PROVIDE MANUFAGTURER'5 ANCHORAGE AND FA5TENER5 CONGEALED EXCEPT AS OTHERNISE REQUIRED. FINISH HEAD OR EXP05ED FA5TENER5 TO MATGH ADJACENT METAL FINIWE5. 2. PROVIDE HEAVY-DUTY HARDWARE UNITS; METAL AND FINISH FOR EXPOSED PARTS TO MATCH FINISH OF EXPOSED FITTIN65. 3. PROVIDE EMERGENGY/PANIG HARDWARE IF REQUIRED BY CODE. C. PROVIDE SHOP DRAN€N65 TO INCLUDE ELEVATIONS, HARDWARE MOUNTING HEIGHTS, DETAIL 5E6TION5 OF FITTING, ANCHORAGE, REINFORGEMENT5, D. IT SHALL BE THE GENERAL CONTRACTOR RE5PON51BILITY TO FIELD VERIFY DIMENSION PRIOR TO FABRICATION, 8.02 DOORS, TRIM AND FRAME A. DOORS, TRIM AND FRAME (SEE DOOR SCHEDULE FOR DOOR AND FRAME TYPES) 1. FIN15H NOTED ON DOOR SCHEDULE OCCURS ON BOTH SIDES OF DOOR AND FRAME UNLE55 OTHERWISE NOTED, 2. UNLESS SHOWN OTHERWISE, DOOR LOCATIONS NOT DIMEN5€ONED SHALL BE LOCATED 5" FROM FINISHED NALL TO BUCK. 3. ALL HOOD DOORS SHALL BE PAINT GRADE BIRCH UNLE55 OTHERHI5E NOTED. 4. ALL INTERIOR DOORS SHALL BE THICKNESS AS SHOWN ON DRANING5. 5. ALL INTERIOR DOORS W1TH FIRE RATING SHALL HAVE LABEL ATTACHED TO DOOR EDGE. b. EXIT OR EXTERIOR 5URFAGE DOOR, NHERE REQUIRED TO BE PROVIDED BY GENERAL GONTRAGTOR, SHALL BE 1 314" THICK FLUSH METAL DOOR IN METAL FRAME. 1. ALL WOOD TRIM, GA51%, AND FRAME SHALL BE "GU5TOM" GRADE 5OFTH000 A5 DEFINED BY A.H.I. UNLE55 OTHERWISE NOTED. 8. ALL HOLLOW METAL FRAMES SHALL BE KNOCK-DOHN TYPE. 1. AG4GE55 DOORS IN GYPSUM BOARD CEILINGS SHALL BE AS MANUFACTURED BY AGUDOR OR EQUAL AND SHALL BE CONGEALED TYPE FULLY TAPED -IN AND PAINTED TO MATCH THE ADJACENT SURFACE. 10. ALL DOORS AND FRAMES LOCATED IN HALLS NHIGH ARE FIRE RATED SHALL BE FIRE RATED KITH APPROPRIATE RATING GORRE5PONDING TO RATING OF HALL, G.G. SHALL VERIFY RATING WITH LOCAL CODE OFFIGIAL. B. INSTALL DOORS AND HARDHARE 50 DOORS 5NING QUIETLY AND FREELY ON THEIR HINGE5, AND GLO5E ACCURATELY A6AIN5T 5TOP5 WITHOUT BINDING, LATCH BOLTS MUST ENGAGE POSITIVELY WITH 5TRIKE5 HHEN DOORS ARE CLOSED. DOOR5 MUST REMAIN STATIONARY IN ANY P051TION NITHOUT INDEPENDENT MOTION, G. DOOR HARDHARE (SEE DOOR 5GHEDULE ON DRAINING FOR HARDWARE GROUPS) 1, NO EXTRA COST HILL BE ALLONED BECAUSE OF GHANGE5 OR CORRECTIONS NECE55ARY FOR PROPER INSTALLATION OF HARDHARE OR FURNIWING NEGE55ARY HARDHARE. 2, CHECK DOOR THIGKNE%, DETAIL5 OF TRIM, GLEARANGE5 FOR HINGES, 5TRIKE5, GL05ER5, FA5TENER5 REQUIRED AND FIRE RATING REQUIREMENTS BEFORE COMMENCING HITH HARDHARE INSTALLATION, 3. PROVIDE PANIC HARDHARE NHERE REQUIRED ON ALL EXIT DOORS AS REQUIRED BY LOCAL CODES. 4. FURNISH ALL CONTRACTOR SUPPLIED HARDHARE HITH ALL REQUIRED 56REW5, BOLTS, OR OTHER FA5TENIN65 OF MATCHING METALS. PROVIDE MACHINE 5GREH5 FOR HARDHARE, ATTACHED TO METAL. PROVIDE METAL EXPAN51ON WIELDS AND TOGGLE BOLT5. 8.03 GLASS AND GLAZMG A. COMPLY WITH FGMA "GLAZING MANUAL" AND "SEALANT MANUAL". ALL GLAZING SHALL CONFORM TO THE FOLLOWING STANDARDS: 1. PRIME NON-PROGE99ED GLA55: 1`5 DD-6-451 2. HEAT -TREATED GLA55: F5 DD-6-1403 3. GP56 SAFETY 61LA55: €6 GFR 1201 4. AN51 SAFETY GLAZIN6: AN51 011.1 B. TEMPERED FLOAT GLA55 SHALL BE GRADE S, STYLE 1, TYPE 1, QUALITY Q3, GLA55 1, GLEAR IN THICKNE55 INDICATED. G. ALL EXPOSED EDGES OF 6LA55 TO BE GROUND SMOOTH AND POL15WP BEFORE TEMPERING. " GAP BUTT JOINTS TYPICAL UNLESS OTHERHISE NOTED. 12. ALL MIRROR GLA55 SHALL BE 1/4" QUALITY Q2 CLEAR FLOAT 6LA55: FULL SILVER GOATIN6, COPPER COATING AND ORGANIC COATING. DIVISION 9 - FINISHES cJOI GYPSUM DRYWALL AND PARTITIONS A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, ETC. NEGE55ARY TO COMPLETE THE HORK OF TH15 5EGTION IN ACCORDANCE HITH THE DRANIN55. THIS NORK INCLUDES, BUT 15 NOT LIMITED TO, THE FOLLOHI NG: 1. METAL STUD AND 6YP5UM DRYNALL PARTITIONS, INCLUDING METAL FURRING, AND METAL FRAMING. 2. METAL FURRING AND GYPSUM DRYNALL CEILINGS AND ENCLOSURES FOR PIPES, DUCT5 AND CONDUITS, 3. CORNER BEADS, CASING BEADS, FASTENERS, AND RELATED ITEMS FOR 6YP. BD. NORK. 4. TAPING, SPACKLING AND SEALANT FOR JOINTS IN GYP. BD., 5. INSTALL GYPSUM BOARD IN ALL RATED ASSEMBLIES HITH CORRECT ORIENTATION AS INDICATED IN DETAILS. b. USE M015TURE RESISTANT GYP. BD. TO HE16HT OF 4' IN ALL BATHROOMS, AROUND ALL MOP SINKS, EXTERIOR EXPOSURE5, AND OTHER LOCATIONS SUSCEPTIBLE TO MOISTURE. B. SOFFIT AND STOREFRONT FRAMING SHALL BE 5ELF-5UPPORTIN6, GON5TRUGTED OF STRUCTURAL METAL 5TUD5 AND DIA60NALLY BRACED AS INDICATED ON DRANIN65, G. METAL 5TUD5 SHALL BE PLACED 162" O.G. UNLE55 OTHERWISE NOTED. W00D STUDS SHALL BE USED ONLY FOR MINOR, MISCELLANEOUS BLOCKING OR AS SHOWN ON DRANING5 AND SHALL BE FIRE -RETARDANT TREATED LUMBER. D. METAL 5TUD5 AND TRACKS: GOLD ROLLED FORMED GHANNEL5 OF NOT LE55 THAN 20 GAUGE GALVANIZED STEEL, OF STANDARD HIDTH5 AS INDICATED HITH HOLES FOR ELECTRICAL CONDUIT. METAL 5TUD5 INDIGATED AS "5TRUGTURAL" SHALL CONFORM TO 51ZE/GAUGE AS SPECIFIED IN DETAILS AND 5ECTION5, E. FA5TENER5: 5ELF-DRILLING, 5ELF-TAPPIN6 5CREH5 OF CADMIUM -PLATED STEEL € 1/8" FOR 51N6LE PLY, 2" FOR DOUBLE PLY GYPSUM BOARD. F. HANGER HIRE: 6 GAUGE GALVANIZED AND lb 6AUGE GALVANIZED TIE HIRE OR U.S.G. CLIP ANGHORAGE, OR EQUAL. G. GYPSUM WALLBOARD: AS MANUFACTURED BY US, GYPSUM, BE5THALL GYPSUM GO. OR NATIONAL GYPSUM CO. NALL BOARD SHALL HAVE TAPERED E06E5 AND SHALL BE 5/b" THICK. USE MAXIMUM LENGTH5 OF NALLBOARD5 TO MINIMIZE NUMBER OF JOINTS. TYPES OF WALLBOARD INCLUDE: U.5.6. HR 6YP5UM BOARD AND U.S.G. FIREGODE "X" GYPSUM BOARD, 5/5" THICK. H. GA51NG AND CORNER BEAD5: STANDARD GALVANIZED BEADS OF TYPES RECOMMENDED BY THE NALLBOARD MANUFACTURER. (USG #200-A AND "DURABEAD" OR EQUAL) 1. JOINT COMPOUND AND TAPE: A5 RECOMMENDED 13Y HALLBOARD MANUFACTURER, J. LAMINATING ADHE51VE5: A5 RECOMMENDED BY NALL GOVERING MANUFACTURER. K. ACOUSTIC SEALANT: TREMCO MANUFAGTURI% GO, L. COORDINATE METAL 5TUD LAYOUT N1TH OTHER TRADES. M. WALLBOARD INSTALLATION, ACCE55ORIE5 AND TAPING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPEGIFIGATION5. INSTALL SEALANT AROUND ALL PERIMETERS. N. PROVIDE METAL STUD BLOCKING BEHIND ALL NeNS, FIXTURES, ETC, NHERE INDICATED OR A5 REQUIRED. 0. NORKMANWIP L ALL WORK SHALL BE SKILLFULLY FRAMED, BRACKETED, ANCHORED, AND SECURED IN THE BEST AND STRONGEST MANNER, TRUE AND PLUMB, IN AGGORDANGE WITH MANUFACTURER AND NOT LE55 THAN REQUIRED BY GODS. 2. GYPSUM PANEL 5URFAGE5 SHALL BE 150LATED WITH CONTROL JOINT5 0515 #093 OR EQUAL) WHEREVER: a. PARTITION ABUTS A STRUCTURAL ELEMENT (EXCEPT FLOOR). b. PARTITION RUN EXCEEDS 30 LINEAR FEET. R FRAMING SHALL BE METAL 5TUD5 IN5TALLED TRUE, PLUMB, LEVEL, RIGIDLY SECURED, AND ACCURATELY IN POSITION TO RECEIVE FIN15H. S 02 VCT FLOORING AND COVE BASE A. LAY VINYL TILE IN ALL FOUR DIRECTIONS FROM CENTER, TO FINISH UNIFORMLY AT WALLS, EDGES SHALL BE ONE-HALF MATERIAL WIDTH OR GREATER. LAY TILE A5 DIREGTED BY MANUFAGTURE'5 PFTAIL5 AND A5 INDICATED WITHIN TH15 5ET OF DOCUMENTS. B. PROFESSIONALLY CLEAN AND PROTECT FLOORING AFTER LAYING TO PROVIDE A GLEAN, UNMARRED, STAIN FREE FIN15H FLOOR AT COMPLETION OF ALL WORK. G. FLOOR LEVELER (IF REQUIRED): TO 115" IN 12'-O" WIDTH "LEV-L-A5TIG" RUBBER LATEX AND PLA5TiG COMPOUNDING MANUFACTURED BY ALLIED COMPOSITIONS. G.G. TO VERIFY PRIOR TO CONSTRUCTION START. 12. ADHESIVES: PRODUCTS RECOMMENDED BY THE MANUFACTURERS OF THE FLOORING. E. PROVIDE EDGE/TRAN5ITION WHERE THE FLOORING MEETS A DIFFERENT FLOOR FINISH, COLOR AS INDICATED ON DRAWINGS. am.r \i_ -mil A. ALL FLOORING PRODUCTS SHALL BE INSTALLED IN STRICT ADHERENGE TO MANUFACTURER'S STANDARD SPECIFICATIONS AND DETAILS IN A FIRST GLASS MANNER. B. FLOOR LEVELER (IF REQUIRED: TO I/b INCH 1N 12'-O" WIDTH "LEV-L-A5TIG" RUBBER LATEX AND PLASTIC, COMPOUNDING MANUFACTURED BY ALLIED GOMP051TION5. G.G. TO VERIFY PRIOR TO GON5TRUGTION START, G. ADHE51VE5: PRODUGT5 RECOMMENDED BY THE MANUFACTURERS OF THE FLOORING. D. PROVIDE EDGE/TRANSITION WHERE THE FLOORING MEETS A DIFFERENT FLOOR FINISH A5 INDICATED ON DRANIN65, E. INSTALL IN ACCORDANCE KITH MANUFAGTURER'5 5PEGIFIGATION FOR DIRECT GLUE ADHESION. APPLY MANUFACTURER'S APPROVED SEAM SEALER AT ALL JOINTS AS SHOWN ON DRANIN65. MATERIAL SHALL COMPLY KITH A5TM E604. F. PROFESSIONALLY GLEAN AND PROTECT FLOORING AFTER LAYING TO PROVIDE A CLEAN, UNMARRED, 5TAIN FREE FIN15H FLOOR AT COMPLETION OF ALL NORK. SO4 CEILING A. PROVIDE SUSPENDED GEILING SYSTEM WHEN SPECIFIED ON DRANING5 AS HEREAFTER SPECIFIED. B. ACOUSTICAL TILE: 24" X 4b" OR 24" X 24" X 5/5" THICK HEAVY DENSITY GLASS "A' NON-GOMBU5TIBLE MINERAL FIBER PRODUCT FOR LAY -IN CEILING GON5TRUGTION, PATTERN AS DESCRIBED ON THE DRANING5. INSTALL ALL TILES FREE OF GHIP5 AND 5GRATGHE5. - SEE FINISH SCHEDULE. G. ACOUSTICAL GRID 5Y5TEM: AS NOTED ON FIN15H SCHEDULE AND SHALL CONFORM TO REQUIREMENTS OF THE STANDARD HEAVY DUTY (51NGLE TEE) STRUCTURAL CLA551FIGATION ESTABLISHED BY THE ACOUSTICAL MATERIALS ASSOCIATION. ALL EXP05ED SURFACES SHALL RECEIVE A STANDARD BAKED ENAMEL FIN15H TO MATCH GEILING TILE. D. FIRE -RATED GEILING: NHERE REQUIRE[? BY THE DRANING5 OR NHERE REQUIRED TO CONFORM TO FIRE RATING REGULATIONS OF THE LOCAL BUILDING AUTHORITY, PROVIDE HOLD DOWN GLIP5 FOR GEILING TILE OR ANY OTHER AGGE55ORIE5 REQUIRED FOR A COMPLETE FIRE -RATED INSTALLATION, E. INSTALLATION OF GEILING SHALL BE THE PATTERN INDICATED ON THE REFLEGTED GEILING PLAN AND SHALL COORDINATE HITH MECHANIGAL, ELEGTRIGAL AND SPRINKLER 5Y5TEM REQUIREMENTS. F. HAN6 ALL SUPPORTED ITEMS HITH HIRES OF 51ZE AND SPACING TO SUPPORT THE CEILING SYSTEM AND ALL OTHER HORK. IN NO CASE SHALL HANGER HIRES BE MORE THAN 4'-O" O,G, DO NOT SUSPEND HIRES FROM DUGTNORK, SPRINKLER, OR OTHER PIPING, OR METAL DEGK ABOVE. ANCHOR 5EGURELY TO STRUCTURE ABOVE. USE "TRAPEZE' SUPPORTS ANCHORED TO STRUCTURE ABOVE, TO SUPPORT HALER HIRES DELON LARGE DUGTHORK, ETC, WHERE ELECTRICAL FIXTURES ARE SHOWN TO BE SUPPORTED BY A POKER TRACK, THE TRACK SHALL BE SUPPORTED BY 1/4" ROUND RODS. THE GEILING INSTALLER SHALL INSTALL FOUR (4) HANGER NIRE5 (ONE IN EACH CORNER) AT EACH FLUORESCENT FIXTURE, AS LOCATED ON THE REFLECTED CEILING PLAN. 1305 CERAMIC TILE A. SECTION REQUIREMENT5 1, SUBMIT PRODUCT DATA AND MATERIAL 5AMPLE5. 2. FOR TILE INSTALLED ON HALKWAY SURFACES, PROVIDE PRODUGT5 HITH 5TATIG COEFFICIENTS OF FRICTION OF MINIMUM 0.6 FOR LEVEL 5URFACE5 AND STEP TREADS, AND OF OF MINIMUM 0.8 FOR RAMP 5URFA6E5, AS DETERMINED BY TE5TING IDENTICAL PRODUGT5 PER A5TM G 1028. B. CERAMIC TILE PRODUGT5 1. GERAMIG TILE THAT COMPLIES HITH STANDARD GRADE REQUIREMENTS OF ANSI A131.1, "5PE6IFIGATION5 FOR GERAMIG TILE." 2. TILE TRIM UNITS THAT MATCH CHARACTERISTICS OF ADJOINING FLAT TILE. 3, TILES MOUNTED, BY MANUFACTURER'S STANDARD METHOD, INTO SHEETS, UNLE55 OTHERWI5E, AND GROUTED WITH SILICONE RUBBER GROUT COMPLYING WITH AN51 AI18.6, NHERE INDIGATED. 4. NHERE INDICATED, PROTECT EXP05EP SURFACES OF TILE A6AIN5T ADHERENCE OF MORTAR AND GROUT BY FACTORY PRE-GOATING THEM HITH A HOT -APPLIED GONTINUOU5 FILM OF PETROLEUM PARAFFIN HAX. 00 NOT GOAT UNEXPOSED TILE SURFACE. G. CERAMIC TILE-5ETTING AND -GROUTING MATERIALS 1. MATERIALS GOMPLYING N€TH AN51 STANDARDS. D. A6GE55ORIE5 1. 5ETTIN6-BED AGGE55ORIE5 GOMPLYIN6 WITH AN51 AIOB.IA AND AS FOLLONS: a. GLEAVAOE MEMBRANE: ASPHALT FELT, A5TM D 226, TYPE I (NO. 15) OR POLYETHYLENE SHEETING A5TM D 43LI1, 4.0 MNL5 (0.1 MM) THICK. b. REINFORCING HIRE FABRIC: GALVANIZED, WELDED HIRE FABRIC, 2 BY 2 INGHE5 (50.8 BY 50.8 MM) BY 0.062-INCH (1.51-MM) DIAMETER; COMPLY HITH A5TM A 05 AND A5TM A 82, EXCEPT FOR MINIMUM HIRE SIZE. E. IN5TALLATION 1. COMPLY HITH PARTS OF AN51 AIOb SERIES OF TILE INSTALLATION STANDARDS 1N "SPECIFICATIONS FOR INSTALLATION OF GERAMIG TILE" THAT APPLY TO TYPES OF 5ETTIN6 AND 6ROUTIN6 MATERIALS AND TO METHODS INDICATED. 2. COMPLY HITH TGA'5 "HANDBOOK FOR CERAMIC TILE INSTALLATION." 3, AT SHONER5, TUB5, AND HHERE INDICATED, PROVIDE GEMENTITIOU5 BACKER UNITS AND TREAT JOINT5 TO COMPLY HITH ANSI AIOWL 4. LAY TILE IN GRID PATTERN, UNLE55 OTHERWISE INDICATED. AL16N JOINT5 WERE ADJOINING TILES ON FLOOR, BASE, WALLS, AND TRIM ARE THE SAME SIZE. 5. PERFORM GUTTING AND DRILLING OF TILE WITHOUT MARRING VISIBLE SURFACES. CAREFULLY GRIND CUT CUT EDGES OF TILE ABUTT€N6 TRIM, FINISH, OR BUILT-IN ITEMS FOR 5TRAI6HT ALIGNED JOINTS. FIT TILE GL05ELY TO ELECTRICAL OUTLETS, PIPING, FIXTURES, AND OTHER PENETRATIONS. IB06 PAINTING AND WALL COVERING A. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND OPERATIONS NE6E55ARY TO COMPLETE THE WORK OF TH15 SECTION IN ACCORDANCE HITH THE CONTRACT DOCUMENTS. TH15 HORK INCLUDE5, BUT 15 NOT LIMITED TO, THE FOLLOWING: 1. PRIMING UNPRIMED SURFACES TO BE PAINTED UNDER TH15 SECTION. 2. PAINTIN6 GYPSUM BOARD THAT HILL 13E EXP05EV TO VIEN, EXCEPT NHERE OTHER FINISHES ARE REQUIRED. 3, PAINTING HOOD THAT HILL BE EXP05ED TO VIEN. 4. FIN15H PAINTING OF SHOP PRIMED FERROUS METALS, SUGH AS HOLLON METAL DOORS AND FRAMES, DOOR BUTT5 AND MISCELLANEOUS FERROUS METALS. 5. PAINTING EXP05ED P1PE5, GONDUIT AND OTHER MECHANICAL AND ELECTRICAL HORK IN ALL VISIBLE LOCATIONS, EXCEPT FACTORY FINISHED SURFACES, 6. INCIDENTAL PAINTING AND TOUCHING UP A5 REQUIRED TO PRODUCE PROPER FIN15H FOR ALL PAINTED SURFACES, INCLUDING FACTORY PAINTED ITEMS. B. APPLY PANT IN A66ORDANGE HITH MANUFAGTURER5 INSTRUCTIONS, RE6ARPING APPLICATION OF MATERIAL AND PREPARATION OF SURFACES, G. PUT 5UB5TRATE 5URFAGE5 IN PROPER CONDITION BY CLEANING, 5ANDIN6 AND PUTTYING. PAINTING CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF UNSUITABLE 5UB5TRATE, OR ASSUME THE RESPONSIBILITY FOR GORREGTING ANY UN5AT€5FAGTORY FINISHES RESULTING. DO NOT LEAVE RUNS, DRIPS, ETC. SAND BETI&EEN ALL GOATS OF PAINT ON WOODWORK. D. PAINTS, COMMERCIAL GRADE, AS INDICATED ON THE FIN15H 5GHEDULE: *APPLY ADDITIONAL TOPCOATS 13EYOND THE MINIMUM SPECIFIED BELON A5 REQUIRED TO PROVIOP., ADEQUATE EVEN AND UNIFORM GOVERA6r:, . _---__- E. 5GHEDULE: GALVANIZED STEEL FIRST GOAT: METAL PRETREATMENT SECOND GOAT: OXIDE METAL ENAMEL THIRD COAT: OXIDE METAL ENAMEL EXPOSED GYP. BD. FIRST GOAT: LATEX QUICK DRY PRIME SEAL SECOND GOAT: ALKYD -FLAT UNLE55 NOTED OTHERWISE THIRD GOAT: LATEX UNLE55 NOTED OTHERWISE WOOD TRIM FIRST GOAT: INTERIOR TRIM PRIMER SECOND GOAT: ENAMEL UNDERGOATING UNLE55 NOTED OTHERWISE THIRD COAT: EMAMEL FIN15H UNLE55 NOTED OTHERN15E F. WORK SHALL BE DONE BY SKILLED MEGHANIG5 IN WORKMANLIKE MANNER, UNDER FAVORABLE GONDITION5. MIXING, THINNING AND APPLICATION OF MATERIAL5 SHALL BE DONE ACCORDING TO MANUFACTURER'S DIRECTIONS, TINTING AND MATCHING OF COLORS TO THE SATISFACTION OF OWNER. PAINT SHALL BE THOROUGHLY MIXED BY STIRRING AND BOXING NHIGH SHALL BE APPLIED EVENLY AND WITHOUT DEFECTS. la. AFTER COMPLETION OF WORK, CONTRACTOR AND OWNER SHALL MAKE DETAILED INSPECTION OF WORK. REFIN15H ALL DISFIGURED PORTION5 TO PRODUCE AN ACCEPTABLE LIKE NEW FINISH, REMOVE ALL 5PATTER€N6 OF PAINT FROM ADJOINING WORK, DIVISION 10 - SPECIALTIES - NONE DIVISION. 11 - EQUIPMENT - NONE DIVISION 12 - FURNISHINGS - NONE DIVISION 13 - SPECIAL CONDITIONS - NONE DIVISION 14 - CONVEYING: SYSTEMS - NONE DIVISION I5 - MECHANICAL SYSTEMS - SEE MECHANICAL SHEETS DIVISION 16 - ELECTRICAL SYSTEMS - SEE ELECTRICAL SHEETS BUILDING COMMENTS Y '"_, WOOD USED IN THE SUBJECT PROJEGT SHALL BE FIRE -RETARDANT -TREATED IN AGGORDANGE KITH GBC SECTION 20-1. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANDY SPECIAL KNOWLEDGE OR EFFORT. GBG SECTION 1003.31b. IT 15 THE PROJECT DE5IGNER'5/PROPERTY ONNER'5 RE5PON5IBLIBLTY TO SHOW COMPLIANCE ON THE DRANIN65 W1TH ALL APPLICABLE FEDERAL AND STATE AOOE551BILITY STANDARDS, ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN'S WAY SHALL BE A MINIMUM OF &O" ABOVE THE WALKING SURFACE AS MEASURED FROM THE: BOTTOM OF THE OBSTRUCTION. GBG SECTION 11338.6.2. IF CARPET OR CARPET TILE 15 USED ON A GROUND OR FLOOR SURFACE, THEN IT SHALL BE SECURELY ATTACHED; HAVE A FIRM CUSHION, PAD OR BACKING OR NO GU5HION OR PAD; AND HAVE A LEVEL LOOP; LEVEL -GUT PILE, OR LEVEL-CUT/UNCI PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BEf2". EXPOSED EDGE5 OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL GOMPL`( WITH THE REQUIREMENTS FOR CHANGES IN LEVEL, GBG SECTION 112413.3. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANCaLE5 TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. GBG 5EGTION 113313.2.5. GBG SECTION 113313.2.6 RFOUIRE5 THE BOTTOM 10" OF ALL DOORS EXGEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELGHAIR FOOTREST WITHOUT GREATING A TRAP OR HAZARDOUS GONDITION, TENANT IMPROVEMENTS IN THE MAIN PLACE MALL SHALL 5HOW COMPLIANCE WITH THE FOLLOWING SPECIAL PROV151ONS AND GBG SECTION 404: TENANT IMPROVEMENTS AT 2WO NORTH MAIN, MAIN PLACE MALL, SHALL SHOW GOMPLIANGE WITH "GORE ANALY515 AND FIRE PROTECTION AND LIFE SAFETY GONGEPT" PREPARED BY CODE CONSULTANTS INGORPORATED, DATED "REVISED FEBRUARY 18, 1l86, AND FEBRUARY 22, IgclO (1111 MALL EXPANSION)." GBG SECTION 106.3. NUMBER OF MEANS OF EGRESS. WHEN THE DISTANCE OF TRAVEL TO THE MALL EXCEEDS -15 FEET WITHIN THE PUBLIC AREA OF A TENANT SPACE OR WHEN THE OGGUPANT LOAD SERVED BY THE EXIT TO THE MALL EXCEEDS 50, NOT LE55 THAN TWO MEANS OF EGRE55 SHALL BE COMPUTED AT 30 SQUARE FEET PER ` OCCUPANT. OGGUPANT LOADS FOR OTHER AREAS SHALL BE COMPUTED 1N ACCORDANCE WITH TABLE NO. IO-A. GBG SECTION 404.4.3, SECURITY GRILLES AND DOORS. HORIZONTAL SLIDING OR VERTICAL SECURITY GRILLES OR DOORS WHIGH ARE PART OF A REQUIRED MEANS OF EGRE55 SHALL CONFORM TO THE FOLLOWING (GBG SECTION 404.4.5)! / THEY MUST REMAIN SECURED IN THE FULL OPEN P051TION DURING THE PERIOD OF OCCUPANCY BY THE GENERAL PUBLIC. DOORS OR 6RILLE5 SHALL NOT BE BROUGHT TO THE CLOSED POSITION WHEN THERE ARE MORE THAN 10 PERSONS OGGUPYING SPACES SERVED BY A SINGLE EXIT OR 50 PER5ON5 OGGUPYING 5PAGE5 SERVED BY MORE THAN ONE EXIT, THE DOORS OR GRILLES SHALL BE OPENABLE FROM WITHIN WITHOUT THE USE OF ANY SPECIAL KNOWLEDGE OR EFFORT WHEN THE 5PAGE 15 OGGUPI ED. WHEN TWO OR MORE EXITS ARE REQUIRED, NOT MORE THAN ONE HALF OF THE EXITS MAY BE EQUIPPED WITH HORIZONTAL SLIDING OR VERTICAL ROLLING 6RILLE5 OR DOORS. "POST A LEGIBLE 516N AT SECURITY GRILL/DOOR CLOSING CONTROLS STATING "SECURITY GRILL/DOOR SHALL REMAIN SECURED IN THE FULL OPEN P051TION DURING THE PERIOD t OF OGGUPANCY BY THE GENERAL PUBLIC." SANTA ANA POLICE DEPARTMENT REQUIREMENTS FOR MAINPLAGE OVERHEAD/ROLLING GRILLE SECURITY ORDINANCE REQUIREMENT5. TUBES ARE TO BE "DOUBLE TUBED" (NO MORE THAN )/2" APART) AND CONSTRUGTED OFY2" STEEL OR BE STEEL REINFORCED TUBES WITHIN 40" OF ALL LOCKING HARDWARE. PERFORATED 5LAT5 CAN BE USED INSTEAD OF THE AFOREMENTIONED AS LONG AS THEY ARE CONSTRUCTED OF MINIMUM 20 GA. STEEL. LOGkING MECHANISM TO BE STEEL 5LIDEBOLT5 BOTH 51DE5 OF DOOR. 5LIDEBOLT5 TO EMBED A MINIMUM OF)/2" INTO THE REGEIVING GUIDE. GURTAIN GRILLE5 ARE NOT TO BE UTILIZED. FIRE DEPARTMENT REQUIRED EMERGENCY RELEASE MUST BE LOCATED NO MORE THAN 40" FROM THE EXTERIOR 51DE OF THE GRILLE. THE LOGKING MEGHANI5M'5 INTERIOR THUMBTURN MUST BE SHIELDED BY AN INTERIOR H0012 TO PREVENT ITS MANIPULATION FROM THE EXTERIOR 5111E Or- TH GRILLE. CIFIC !jp9ch - fu 3 1 fj 11 St I I& R (cH H T* 19 c a 1155 OLIVETTE EXECUTIVE PARKWAY SUITE 100 OLIVETTE, MISSOURI 63132 PH: 314 * 721 * 1340 FAX: 314 * 721 * 0344 COPYRIGHT cL}' 2005 EPOCH DESIGN GROUP A R C H IT E C T S ALL RIGHTS RESERVED 3/24/05 3 POLICE/OWNER COM. 3/16/05 2 BUILDING COMMENTS 2/25/05 1 OWNER/LL/BLDG COM. d a t e: j\ r e v I s i o n: SAWA ANA, CA MAIN PLACE MAILL SPACE NO.: =0 STOW N©.- 747/87 tltie: 61 i s d r a w n b y: s a a I e; d a t e: 2/11/05 s h e e t n o: I o b n o: 05007 n EXISTIN6 ELEG. PANEL, TRANSFORMER 4 RELATED ITEMS TO BE REMOVED -- RE-ROUTE EXIST. FEEDERS TO NEW LOCATION -- 5EE 'E' 5HEET5 FOR MORE INFORMATION -- TYP 384i 1'-1" 3`- YI If EXISTING DOOR AND FRAME TO REMAIN -- VERIFY LOCATION PRIOR TO START OF WORK AND NOTIFY ARGHITEGT OF ANY 015GREPANGIF5 O.G. TO PROTECT FROM DAMAGE -- SEE FLOOR PLAN AND DOOR 5GHEDULE FOR MORE INFORMATION REMOVE EXISTING VGT AND RELATED MATERIALS DOWN TO GLEAN SLAB -- SEE NOTE TH15 SHEET FOR MORE INFORMATION EXIST. TOILET ROOM IN ITS ENTIRETY TO - BF REMOVED INCLUDIN6 PLUMBING FIXTURES, AGGE55ORIE5, WALLS, ETC. -- REUSE EXISTING PLUMBING LINES FOR INSTALLATION OF NEW PLUMBING FIXTURES -- PATCH FLOOR SLAB SMOOTH AND LEVEL TO MATCH EX15T. FLOOR PLAN FOR MORE INFORMATION EXIST. FLOOR DRAIN TO REMAIN -- 6.G. TO PROTECT FROM DAMAGE � EX(StING COND171 5cALE= 1/4. _ ,,-0. I _u L_--� ___ rev EXISTING GOLUMN5 / STRUCTURAL &RID LINES - - VERIFY LOCATION PRIOR TO START OF WORK - NOTIFY ARCHITECT OF ANY DI5GREPANGIE5 -- TYP. 13'-38 31'-31' 23' .0 3„ 3'-1033" 23 l---- J----- L___1____J IT_ i r -- I I ► 6041 i I i l I Ili I I I II I I I ( DA5HED LINES INDICATES NALL5, EXISTING FURRING TO REMAIN -- PATCH/REPAIR I DOORS AND RELATED ITEMS TO AS NECESSARY -- VERIFY IN FIELD i BE DEMOLISHED -- TYP. �-••- -. DEM151N6 PARTITION (SHOWN HATCHED) SEE FLOOR PLAN FOR MORE I I I INFORMATION it I i IV { I �`'�'. n I I j III I r II I I I IIII (I------------- -I mi - I,II C-l_________ 19 I I i I I I I I I i I i ! 1 REMOVE EXISTING CARPET AND RELATED MATERIALS DOWN TO GLEAN SLAB -- 5EE NOTE THIS SHEET FOR MORE INFORMATION L 64'-61 EXI5TIN6 BAGKWRAP AND 6A5HWRAP IN ITS ENTIRETY TO BE REMOVED -- ALL ELECTRICAL WIRING TO BE REMOVED BACK TO SOURCE -- PATCH/REPAIR 6YP. BOARD AND CONCRETE SLAB AS NEGE55ARY -- SLAB REPAIR TO BE 5MOOTH/FLU5H TO MATCH EXIST. rr 12 t I 1 r-1 _ �JI I I I !I -ry ( N ( I II i LJ_ _ �I � I I I# I I _!N _...� .... _....._...� jI LEA5E LINE - VERIFY LOCATION PRIOR TO START OF WORK - GRITIGAL REMOVE EXIST, STOREFRONT AND RELATED GON5TRUGTION INCLUDING ROLLING GRILLE, &LAZING, FRAMING, ETC. 1. EXTENT OF DEMOLITION 15 A5 SHOWN ON PRANINC75 AND AS REQUIRED TO ALLOW FOR NEN WORK AS INDICATED NITHIN THESE DOCUMENTS. 2. TAKE CARE DURIN6 DEMOLITION TO ENSURE THAT ALL STRUCTURE REMAINING 15 PROTECTED FROM DAMAGE. THE OWNER, ARCHITECT AND PRO.JEGT MANAGEMENT COMPANY A55UME5 NO RESPONSIBILITY FOR AGTUAL CONDITION OF 5TRUGTURE5 TO BE DEMOLISHED, 3. ENSURE 5AFE NORKING CONDITIONS FOR ALL PERSONS AROUND AREA OF DEMOLITION. CONDUCT ALL OPERATIONS 50 AS TO PREVENT THE INJURY TO ADJACENT TENANT SPACES, BUILDIN65, STRUCTURES, OTHER FAGILITIE5 AND PER5ON5. 4. VERIFY KITH MALL MANAGEMENT THE NEGE55ITY AND CONSTRUCTION DETAILS OF A CONSTRUCTION BARRICADE AT THE MALL CLOSURE LINE. PROVIDE AS NECESSARY IN ACCORDANCE WITH MALL CRITERIA. 6.G. TO APPLY OWNER FURNISHED 3M GRAPHIG TO FACE OF BARRICADE AS ALLONED BY LANDLORD. 5. PROVIDE SHORING BRAGIN6 AND/OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF STRUCTURE TO BE DEMOLISHED AND TO PROTECT REMAINING ADJACENT GON5T. 6. COMPLY WITH ALL LANDLORD'5 CONSTRUCTION REG2UIREMENT5 DURING DEMOLITION PHASE, -1. PROMPTLY REPAIR ANY AND ALL DAMA6E THAT MAY OCCUR TO ADJACENT FACILITIES BY DEMOLITION OPERATIONS AT THE 6FNERAL GONTRAGTOR'5 50LE EXPENSE. 8. ALL EXI5TIN6 UTILITIES INDICATED TO REMAIN SHALL BE KEPT IN SERVICE AND PROTECTED FROM DAMAGES DURIN6 DEMOLITION. Cl. 015GONNEGT UTILITIES 5ERVING 5TRUGTURE5 TO BE DEMOLISHED PRIOR TO START OF NORK. (COORDINATE KITH MALL MANAGEMENT) 10. ON A DAILY BA515 AT THE COMPLETION OF DEMOLITION, THE 5PAGE SHALL BE CLEARED OF ALL DIRT, AND DEBRIS THEREBY RETURNING THE SPACE AND ADJACENT AREAS TO GLEAN AND SAFE NORKING CONDITIONS. IL ALL ITEMS NOTED TO BE REMOVED SHALL BE DISPOSED OFF-51TE COMPLETELY FROM SITE IN AN APPROVED MANNER KITH MALL MANA6EMENT AND LOCAL GOVERNING REGULATION5. 12. COORDINATE AND PAY FOR ALL FEES AND SERVICES ASSOCIATED KITH THE HAULING AND DISPOSAL OF CONSTRUCTION AND CONSTRUCTION DEBRIS. 13. REFER TO THE MECHANICAL, ELECTRICAL AND PLUMBING DRANIN65 FOR ADDITIONAL DEMOLITION INFORMATION, 14. GON5TRUGT STOREFRONT BARRICADE PER MALL STANDARD DETAILS. CMG SHALL VERIFY REGUIREMENT5 KITH LANDLORD PRIOR TO %BMI5510N OF BID. LANDLORD COMMENT CONFIRM WITH MALL MANAGEMENT WHO 15 RESPONSIBLE FOR GON5TRUGTING THE E!IARRIGADE; IF THE LANDLORD PROVIDE5 THE BARRIGADE THEN IT VgILL BE AT TENANT'' 6C5 EXPEN5E, U {ih d ,Lit 1 Et T J U. ARCH H`1!" I9C78 1155 OLIVETTE EXECUTIVE PARKWAY SUITE 100 4LIVETTE, MISSOURI 63132 PH: 314 * 721 * 1340 FAX: 314 * 721 * 0344 COPYRIGHT Q 2005 EPOCH DESIGN GROUP A R C H IT E C T S ALL RIGHTS RESERVED 3/24/05 3 POLICE/OWNER COM. 3/16/05 2 BUILDING COMMENTS 2/25/05 1 OWNER/LL/BLDG COM. d a t e: r e v l s i o n: s e a title; EXISTING CONDITIONS PLAN drawn by: s c a 1 e: d a t e: 2/11/05 s h e e t n o: Dlev j c b n o: i 05007 NEW FURRING -- 518" TYPE 'X' GYP. BOARD ON METAL 5TU05 EXTENDED TO 6" ABOVE FINISHED GEILING -- ALIGN AND MATCH EXISTING NOTE: PROVIDE AND INSTALL TENANT 516NA6E REDUGER STRIP TO MATCH AND FINISHES PER MALL STANDARDS IN REAR EXIT TILE -- IN5TALL SD NOT VISIBLE FROM SALES AREA Z ,a NOTE: HEIGHT FROM FLOOR SLAB TO DECK ABOVE 15 f ALCOVE -- COORDINATE WITH MALL MANAGEMENT SEE DETAIL II/A5 I I I AREA OF FIXTURESrA F- 60, (�Jo- I WALLS: (PT3) — A:u j --L-- � p o (+ h FLOOR: (VCT!) �. I`-A5 �7 II ��^� ` BASE: (VB1) -,� _ _ ` — ®_ _ _ _ _ e •- _ _ _ �' -I r- _ _ — _ __ — _ r- O I _ r A5 I 4 o, ARcHIITTEC7a LEASE LINE FIRE EXTINGUISHER WITH I I w 1155 OLIVETTE EXECUTIVE PARKWAY 2A0-BG RATING (COMPLY W/ ram``"--_ 2 5f-Or r - - SUITE fi OO BLDG. CODE, FIRE CODE $ '����� • { OLNETTE, M15SOURI 63132 NFPA 10) BRACKET MOUNTED 1 �,z I ' (MFI) PH: 314 * 721 * 1340 48" A.F.F. - I ( (vCT1) I (T2) (G1) (GI) (TI) EX15T, IQ 5OOR (MFI) FAX: 314 * 721 * 0344 I 5TOGK ROOM 16'-2" 1 1 I i I O HALLS: (PT3) FLOOR: (VGTI) 2 � Rt5 _ i I WALL5: SEE ELEVATIONS r FLOOR: SEE FLOOR PLAN , EI BASE: (LBI) I 20 BASE: (V51) I q ADA SHOLD ---�1 A5 I { I AS NOTE: DEMISING PARTITION TOILET ROOM I 5, 5„ 17I I J-j I (5H0WN HATCHED) -- G.G. TO AB I PATCH/ REPAIR A5 LOCATION OF THE FLUSH KEY HALLS: (PT3) = — _ NECESSARY TO MAINTAIN I HR. 5WITGH FOR MOTORIZED TENANT SEPARATION TO FLOOR: (GT) 3 4 d COMPLY WI UL #U465 -- 5EE ROLLING GRILLE BASE: (GTII DETAIL 3/A5 �� z- A5 I - I I I NEW MALL FLOORING (5HOWN G.G. TO PROVIDE AND IN5TALL WATERPROOF (30 MIL O /f ALIGN jo, i O I A5 51M' /z-- -�. HATCHED) LINE OF GL05URE -- LOCAL -- � �OR POLYETHYLENE CLEAVAGE) F 3 - ,r. MALL REP. PUR MEMBRANE UNDER FLOORING t AB / AB -- _ _ `� — __- __ _ ___ — ~ — '! ` — — L y-- W �`~� y — ~ __ — - AND INSTALLATION OF MALL AND 6" MIN. UP WALL5 .� ( �' II FLOORING FINISH -- -- ALIGN ( 1 FLOOR DRAIN ° __ — _ — _ �. __ — _ _ — _ — _ — _ — — 113. Y't ={d 4105 5 4 4 AREA OF FIXTURES ELEC. -- SEE `E' SHEET -J FOR MORE INFORMATION OUTLINE OF FIXTURES (5HOWN DASHED) -- TYP. BID E! FLi(G//) /�� /"1 °�"j�AN #�./l(// COPYRIGHT S GcQ 2005 EPOCH DESIGN GROUP �/ lT"� RRIGHTS TRESERVED �r. y. y E% 1/4* i � � " a(.f+� _`(/ ALL NOTE: INTERIOR DOOR HARDWARE TYPE I -- EACH TO RECEIVE: (STOREFRONT) 1. ROLL DOWN GRILLES MUST REMAIN SECURED IN THE FULL OPEN P051TION DURING THE PERIOD OF OGGUPANCY BY THE GENERAL FURNISH ALL FINISH HARDWARE AS REQUIRED BUT NOT LIMITED TO BUTTS, LOGKSET5, I EA. MOTOR OPERATOR ROLLING GRILLE WITH FLUSH KEY 5WITGH-INTERNAL PUBLIC. GL05URE5, 5TOP5, THRESHOLD5, 5CLENGER5, WEATHER-5TRIPPING, CYLINDER-5 INTERLOCK PANIG DEVICE THAT WILL RELEASE IN A 2. ROLL DOWN GRILLE5 SHALL NOT BE BROUGHT TO THE GL05ED P051TION WHEN THERE ARE MORE THAN 10 PER5ON5 OCCUPYING MASTER -KEYED, PUSHERS, PULL5, KICK PLATE5, ETC. SEE HARDWARE GROUPS. PANIC SITUATION THAT REQUIRE5 NO SPECIAL KEY OR KNOWLEDGE SPACES SERVED BY A 5IN6LE EXIT OR 30 PERSONS OCCUPYING 5PAGE5 SERVED BY MORE THAN ONE EXIT. 3. THE EXIT DOORS AND/OR ROLL DOWN 6RILLE5 SHALL BE OPERABLE FROM THE IN51DE WITHOUT THE USE OF ANY 5PEGIAL FOR FIRE -RATED OPENIN65 PROVIDE UL TE5TED AND L15TED HARDWARE (NFPA STANDARD I EA. CYLINDER LOCK OPERABLE FROM CENTER WITH KEY CYLINDER OUT5IDE, THUMB KNOWLEDGE OR EFFORT WHEN THE 5PAGE 15 OGGUPIED. MANUAL GRILLE5 SHALL HAVE ONE CENTER MOUNTED THUMB THROW 50). TURN IN51DE LOGK. 4. WHEN TWO OR MORE EXITS ARE REQ'D, NOT MORE THAN 1/2 OF THE EXIT5 MAY BE EQUIPPED W1TH HORIZONTAL 5LIDIN6 OR ALL HARDWARE SHALL COMPLY WITH ADA GUIDELINES. I EA. GLEAN -OUT PLATE ON BOTTOM OF GRILLE ✓ Q } I t VERTIGAL ROLL DOWN GRILLES OR DOORS. 5. ALL HAND ACTIVATED DOOR OPENING HARDWARE 5HALL BE CENTERED BETWEEN 30" TO 44" A,F.F. AND SHALL BE OPERATED HARDWARE MOUNTING HEI6HT5: DOOR. HARDWARE SHALL BE LOCATED WITHIN GUIDELINES I EA. GRILLE PULL BAR -- PROVIDE AGGE55 ON THE UNDERSIDE OF GRILLE BOTTOM Q WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE WITHOUT MEANS OF TIGHT GRASPING, PINCHING, OR TWISTING OF THE WR15T, AS PRESENTED BY THE DOOR AND HARDWARE IN5TITUTE'5 "REGOMMENDED LOCATIONS FOR RAIL FOR ATTACHMENT OF PULL BAR w -17 6. DOOR LEADING TO SEPARATE TOILETS OR UN15EX TOILET ROOMS (WHERE APPLIGABLE) 5HALL BE IDENTIFIED WITH A 12" BUILDERS HARDWARE." �i ` v DIAMETER CIRCLE WITH A TRIANGLE SUPERIMPOSED ON THE GIRGLE AND WITHIN THE. 12" DIAMETER. APPROPRIATE 516N/5YMBOL TYPE 2 -- EACH TO RECEIVE: (STOCK ROOM) < SHALL BE MOUNTED ON THE WALL, ON THE LATGH SIDE OF THE DOOR AT 60" A.F.F. AND NO MORE THAN 8" FROM THE E06E OF 3 24 05 / / 3 POLICE OWNER COM. / MANUFAGTURER'5 REFERENCE LIST ---- _ _-" -- %°' -t�C W� lit THE DOOR TO THE EDGE OF THE SIGN, 3/16/05 2 BUILDING COMMENTS I EA. LATCH5ET: NONE UNLE55 REQUIRED BY CODE. PU5H/PULL ONLY (O.F.C.I.)crtiaS��c �' HINGE5: HAGER, MGKINNEY, STANLEY (FULL MORTISE) NRP AT EXTERIOR DOOR5. ...._ .__ ._.. _ . _. .._ _ 2/25/05 1 OWNER/LL/BLOC COM. I I/2 PR, BUTTS, 4-1/2 X 4-I/2, -- STANLEY d .--� C� �..�s ^� A LOCKS: 5ARGENT, 5GHLA6E; (LNA LEVER STYLE; 6-PIN CYLINDER)°i3a VARIES d a t e: Z� r e v I s I o n: I EA, KICK PLATE, b" X 30" LON -- ROGKWOOD (O,F.G,I ) 5ce>ieS SEE GL05ER5: LGN, NORTON, YALE (COVERS TO MATCH) ?-eFc-��' - 5GI iCj' I EA. FLOOR STOP 438 -- IVES � s e ': 5TOP5 AND HOLDER5: IVES, OLYNN-JOHN50N I SET -- SMOKE SEALS (IF REQUIRED) ZERO PU5H/PULL/KIGK/FLU5H BOLT5: ROGKWOOD, BALONIN, IVE5 THRE5HOLD5: NATIONAL GUARD, PREMGa, REESE, ZERO I EA. CL05ER LGN 4041 s GLOV TYPE 3 -- EACH TO RECEIVE: (TOILET) PANIC, DEVICES! VON DUPRIN, 5GHLA&E (PER CODE REQUIREMENTS) ����� 5EAL5/WEATHER-5TRIPPIN6: ZERO, REESE, PREMGO (WHERE REQUIRED) l 112 PR, BUTTS, BBI2711, 4-112" X 4-112" -- HAGER u�130/0� DOOR TYPE5 DOOR NOTE5 I EA. PRIVACY LATGHSET, SI05 LNA -- SARGENT SIZE AND MOUNT UNITS TO COMPLY WITH MANUFAGTURER'5 RECOMMENDATIONS FOR THE CA' SCALE: NT5 EXP05URE GONDITION. REINFORCE THE 5U55TRATE AS REGOMMENDED. I EA. FLOOR STOP 438, 2612 -- IVES DocfR PDWE 5UP IN5T I o b n a m e: INSTALL EACH HARDWARE ITEM TO COMPLY WITH MANUFAGTURER'5 REGOMMENDATION5. TYPE 4 -- EACH TO RECEIVE: (REAR EXIT) (VERIFY AND MODIFY EXIST. HARDWARE AS REQUIRED.) KEYING: KEYING TO BET A5 DIRECTED BY OWNER'S INSTRUCTION. PROVIDE KEYS IN NO. L OC,4T I ON [)OOR 51 ZE M,4T'L PIN 15� "� "T f= E �I,4�''L PINE 5H [:) ET,41 L GROW:) 5`r f5Y TH IING QUANTITIES TO BE ESTABLISHED BY OWNER. I EA. ALARM LOCK' ALARM #710 (O.F,G.I,)5�.�'Y1LIG'a�P�D � , � �1 5TOREF ONT ROLLING GRILLE - 5EE NOTES BELOW ALUM ALUM pal ,ALUM ALUM ��� DST 41 L5 I OWNER 6.r, SEE NOTE BELOW AND DOOR HARDWARE NOTES � I EA. PEEP HOLE A5 MANUFACTURED BY IVE5 OR EQUAL. MOUNT AT 4'-b" A.F.F. �BDtlltTlel'ALY�8)� Q'srl�3 ��� STOCK I� OOM/ „ „ „ -O X 6 -8 X 1 ✓/4 S.G. HOOP PTI E31 HOLLOW PTI -1/A5.O 2 G.G. G.G. 5EE NOTE BELOW POLICE COMMENTS L.:J I EA. CLOSER, 4040 ALUM. -- LGN O—LIC EGOMME LING RIL REGtUIREMENT GC�%'i�1L7©I I,,IET�L MANTA ANA, CA !, TUBES TO BE DOUBLE TUBED NO MORE THAN 112" APART AND GON5TR0GTED OF 112" I EA. FLOOR STOP 43b -- IVE5 MAIN PACE MALL CD TOILET BROOM 3'--01, X 6'-8" X 1 5/41, H.G. WOOD FT5 Bi WOOD PT5 (/,A5.0 5 G.G. G.G. INSTALL ADA COMPLIANT THRESHOLD C� DOORWAY -- 5EE NOTE #2 BELOW -- INSTALL HARDWARE AS NEOE55ARY „ STEEL OR BE STEEL REIN FORGED TUBES WITHIN 40 OF ALL LOCKING HARDWARE. i SET 5MOKE 5EAL5 (IF REQUIRED) -- ZERO PERFORATED 5LAT5 CAN BE USED INSTEAD OF THE AFORMENTIONED AND BE REAR EXIT ErX15T. E:X15T PT3 BI E:X15T F'T3 E:X15T 4 G.G, G G INSTALL HARDWARE A5 NECE55ARY SPACE NO., 1020 GON5TRUGTEP OF MINIMUM 20 GA STEEL. 1 1/2 PR. BUTTS, BB127�, 4_{12" X 4-I/2", NRP -- HAGER OR EQUAL 1__ :_.I STCRE 140x 747/87 2. LOCKING MEGHAN15M TO BE STEEL 5LIDE13OLT5 BOTH SIDES OF DOOR, I EA, 2" HIGH BLACK VINYL STORE 5PAGE NO. d NAME (A5 REQ'D BY MALL) 5LIDEBOLTS TO EMBED A MINIMUM OF 112" INTO THE REGEIVIN6 GUIDE. NOTE: ALL EXP05ED HARDWARE TO MATCH (MTLI) IN SALES AREA, 3, THE LOCKING MEGHANI5M'5 INTERIOR THUMBTURN MUST BE SHIELDED BY AN INTERIOR HOOD. THE EXTERIOR LOGK CYLINDER MUST BE EQUIPPED WITH A CASE FLOOR PLAN & HARDENED CYLINDER GUARD GOVERING THE ENTIRE CYLINDER. DOOR SCHEDULE 4. FIRE DEPARTMENT REQUIRED `EMERQENGY RELEASE MUST BE LOCATED MORE THAN NOTE5: 40° FROM THE EXTERIOR SIDE OF THE GRILLE. I. ROLLING GRILLE -- MANUAL PU5H-UP OPERATION ROLLING GRILLE #AT-cl PATTERN W/ THUMB TURN, OPERABLE W/ SINGLE OPERATION, GRILLE SHALL HAVE BRACKET PLATES, COUNTER BALANCE A55EMBLY AND 3" X 3" 5. CURTAIN 6RCLLE5 ARE NOT BE UTILIZED. STRUCTURAL STEEL SUPPORTS W/ DARK BRONZE FIN15H ON BOTTOM BAR AND GRILLE GUIDES. GRILLE SHOE TO HAVE 4" PLATE ON BOTTOM TO "GLEAN OUT" THE SLOT FOR GRILLE IN SOFFIT WHEN IN OPEN POSITION. 2, PAINT FOR DOOR AND FRAME5 SHALL BE 5EMI-61-055, d r a w n b y: s h e s t n o: b. 6RILLE DOOR MU5T 5HOWN ON THE "DOOR TYPE" OF THE DOOR 56HEDULE NGORPORATING THE ABOVE REQUIREMENT5. ✓. ALL DOOR. HARDWARE SHALL BE OPERABLE WITHOUT ANY 5PEGIAL KNOWLE06E OR SKILL. g a Q 1 g: AlAj DOOR HAfi�cl��, ARE NOTES �#A�:i�' 1�,1Afi�'`.� C��'C.�l, PS OO 5CH ��l� �...� d � t e: zjt t joy I o b n o: 05007 GYP. BE). GEILIN6 @ 6-011 A.F PAINT (PT3) Iii • •_ �wo 0" GYP. 5D. GEILINO @ A.F.1 PAINT (PT3) kr*Nk,./ 1 11 & R/ -k/ r1w .1 . - :&-I- fllr'14 NOTE: HEIGHT FROM FLOOR SLAB TO DECK ABOVE 15 16-0" +/- Oil (1) 4'-0" DUMMY TRACK (EACH SHOW NINPON) --5EE SHEET VERTICAL STOREFRONT SECTIONS FOR MORE INFO. LEASE LINE STOREFRONT 516N -- SEE STOREFRONT ELEVATION FOR ADDITIONAL INFORMATION GENTERLINE OF STOREFRONT OPENING GYP. 60. SOFFIT - PAINT (PT3) - 5EE STOREFRONT DETAILS FOR HEIGHTS (1) 24" X 4&" METAL 015PLAY GRID N/ WHITE PLASTIC GOATIN& (EACH SHOW WINDOW) -- CUT TO FIT -- COVER ALL EXPOSED EDGES N/ PLASTIC, GOATINO TO MATCH -- O.F.G.I. 10 REFLECTED CEILING FLAN NOOF 'w 1 -0" 12 6A. HANGER HIRE b" MAX NOTES: 12 0A. HANGER WIRE NOTES: b" MAX CONTINUOUS CORNER STRUT TO CONTINUOUS CORNER STRUT TO BRACING HIRE TO I. ALL BRACING WIRE TO MAINTAIN RUNNER SPACING. MAINTAIN RUNNER SPACING. MAINTAIN ATTACHED PARALLEL . ALL BRACING ATTACHED PARALLEL FACE OF HALL. TO THE COMPONENT AND FACE OF WALL. TO THE COMPONENT AND AT THE MAX. OF 45' TO AT THE MAX. OF 45' TO 5/5" TYPE "X" GYP. 6D. THE GLG. WALL ANGLE 4 A60U5T. t THE GLG. TILE 4 NAY DIAGONAL 12 6A 2. ALL BRAGIN& WIRES 4 NAY DIAGONAL 12 6A 2. ALL BRAGINry HIRES T( ,11 BRAGIN6 NIRE5. START IN TO BE TAUT 4 TIED 1307H BRAGIN6 NIRE5. START IN BE TAUT 4 TIED BOTH ENDS WITH A MINIMUM OF ENDS V41TH A MINIMUM OF ONE ROOM CORNER 6'-O" ONE ROOM CORNER (2'-0" FROM EACH WALL I THEN 3 TURNS. FROM EACH WALL i THEN 3 TURNS. 12'-0" IN EACH DIRECTION, 3. SECURE ALL NIRE5 To 12'-0" IN EACH DIRECTION. 3. SECURE ALL WIRES. TO 12 GA. HANGER THE 5TRUGTURE ABOVE. 12 &A. HANGER THE STRUCTURE ABOVE. WIRE(48" O.G. WIRE (4(5" O.C. EACH HAY) 4. WHERE WIRE MUST EACH NAY)— 4. WHERE WIRE MUST BEA BEAR AGAINST PIPES AGAINST PIPES AND MAIN RUNNER @ AND DUGT5 TAPE TO MAIN RUNNER @ DUCTS TAPE TO PIPES 48" O.G. PIPES AND DUGT5. 48)" O.G. AND DUCTS. COMPRESSION STRUT 45' 5.515ISMIGALLY BRAGS 45' 5. 5EI5MIGALLY BRACE COMPRESSION STRUT INSTALL SEISMIC, TI(p. L16HT FIXTURES, INSTALL SE15MIG TYR LIGHT FIXTURES, LOCKING CLIP TO DIFFUSERS, ETC. IN LOGKIN6 CLIP TO DIFFUSERS, ETC, IN FASTEN GROSS RUNNER ACCORDANCE WITH FASTEN GRO55 RUNNER ACCORDANCE WITH TO MAIN RUNNER LOCAL CODE. TO MAIN RUNNER - LOCAL CODE. 6. PROVIDE 6. PROVIDE GOMPRE5510 GOMPRE55ION STRUT STRUT REQUIRED BY REQUIRED BY LOCAL 16150 REPORT #5636 LOCAL CODE. 12'-0" O.G. CODE. 12'-0" O.C. EACH EACH NAY IG130 REPORT #40-11 NAY SYSTEM NT. NOT TO EXCEED 4 LE35.60, FT. 1 TYI=. GY"F". E30. GLG DETAIL TYR ACOU5T. CLIG GFRO10--P 14 13 12 11 J SCALE SCALE: SCALE: SCAM NT5 SCALE.- WS FINISHED GEILINC-7 TYP. PROVIDE j to 20 GA., DIAGONAL BRACING AT 4'-0ii O.C. lo SEE ROP 4f 5/&" TYPE 'X' GYP. BD. 5 5/6" X 20 &A. MTL, IL N 5TUP5 AT 16" 0.0, -- TYP, EXTEND METAL STUDS TO DECK ABOVE -- TYP, mr SOFFIT- DETAIL 2w lar ,AI I c-rAl Ft 4;rAl- F! l(o E<., ALE s N T5 p 9 lu h I d fj a , fix 0 -up co 'A R c H u 'r IE rl'T a 1155 OLIVIETTE EXECUTIVE PARKWAY SUITE 100 OILIVETTE, MISSOURI 63132 PH: 314 * 721 * 1340 FAX: 314 * 721 * 0344 COPYRIGHT @ 2005 EPOCH DESIGN GROUP ARCHITECTS ALL RIGHTS RESERVED 3/24/05 3 POLICE/OWNER COM. 3/16/05 2 BUILDING COMMENTS 2/25/05 1 OWNER/LL/BLDG COM. s i o n: s e I o b n a m ei SAWA ANA, CA MAIN PLACE MALL SPACE NO.s =0 STORE NOs 747/87 f I f I e: REFLECTED CEILING PLAN + DETAILS d r a w n by: sheet no: s c a I e: A2.0 d a t e. job no: 2/11/05 05007 n aHEAPAND FASCIA PANEL TO HAVE FRENCH CLIP ATTACHMENT AT 5GREW ATTACHMENT AT BOTTOM BRUSHED 5TAINLE55 STEEL COLUMN ENCLOSURES, GLAZING SILL FRAME AND HEADER PIECES SUPPLIED BY OWNER AND INSTALLED BY &.G. GOORDINATE WITH GU5TOM 5TOREFRONT5 ON ALL DIMENSIONS FOR BRUSHED 5TAINLE55 STEEL (MTLI) -- GRITICALI 2 EX15T1NG NEUTRAL PIER 0 5/8" TYPE 'X' 6YP5UM BOARD OVER METAL STUDS -- WRAP WITH 166A BRAKE METAL -- FIN15H (MTLI) 3/4" BLAGK REVEAL (NO FXP05FD FASTENERS) 1/2" TEMPERED 6LA55 WITH 1/4" BUTT JOINT5 / GAP &LAZING -- ALL EXP05ED F06E5 TO BE POL15HED 6" METAL GLAZING BA5E CHANNEL (MTLI) -- 5TYLiM1ARK OR EO. f� // /f I I /fPMRSCITA19ZED GIFTS 11 past ZZID GR FA5GIA PANEL INTEC-RAL WITH 516NA&E -- SUPPLIED BY WE5GO 516N5 AND INSTALLED BY G.G. 5/6" DEEP REVEAL ON GRILLE GOLUMN BEYOND -- WRAP W/ 206A. BRAKE METAL -- FIN15H (MTLI) -- TYP. ILLUMINATED 516N (5NI) ----I f \ f \ r \ f \ OVERHEAD ROLL>F O GRILLE / f"\ f \ 1 \ J \ 2 �-- 6YP5UM BOARD 6R1LLE COLUMN BEYOND -- WRAPPED IN 166A 4 SHEET METAL -- FINISH (MTLI) LANDLORD COMMENT SUBMIT A 5EPARATE 51GN DRAWING EXISTIN& MALL BULKHEAD FOR REVIEW AND APPROVAL. 3/4" BLACK REVEAL (NO EXP05ED FASTENERS) 5/8" TYPE 'X' C7YP5UM BOARD OVER METAL 5TUD5 p -- WRAP WITH 165A BRAKE METAL -- FIN15H (MTLI) ' m 1 112" BLACK REVEAL (NO EXP05ED FASTENERS) / I I // I // ITEM OTY. DESCRIPTION FIN15H FLAME MANUFACTURER 5UPPLV IN5TAL'D REMARK5 NO, NO, 5PR'D BY BY SALES AREA #2120 RADAR 24" X 24" X 5/6' AGTI VERIFY WHITE W/ WHITE 5U5PEN510N CLASS A US& INTERIORS G.G. G.G. TFOULAR E06E ACOUSTICAL GEILING TILE 5Y5TEM AND HOLD DOWN 6LIP5 5TOGK AREA 24" X 4F)" X 5AY WHITE AGT2 VERIFY FISSURED W/ WHITE 505PEN51ON CLASS A US& INTERIORS O.G. G.G. ACOUSTICAL GEILIN6 TILE 5Y5TEM AND HOLD DOWN GLIP5 _ Gl VERIFY CARPET MATLA55A ARTI5AN #01, AGGENT CLASS C ATLA5 OWNER G.G. THIN65 REMEMBERED PREFERRED GARPET IZB�I, 5TRIKE OFF-208208-A, SUPPLIER 15 STANLEY FLOORING, PATTERN 413-MATELA55F 032 DICK 51EGEL A: (1&15x18.15 REPEAT, 12 -6 �� WIDTH PH314-110-1433 3 G2 VERIFY CARPET ({26- NORFOLK, COLOR CLASS G ATLA5 OWNER G.C. 5TKMW-20G88�1 MFI -- MALL TILE / FLOORING MATCH EXI5TIN6 -- VERIFY 6.6. G.G. MTLI VERIFY BRUSHED 5TAINLE55 STEEL 16 6A67F (NO EXCEPTIONS) -- GU5TOM 5TOREFRONT OWNER G.G. CONTACT: JON ROBERTS (PH: 113-164-5042) 1-131 VERIFY LAMINATE WOOD BA5E -- _- FIXTURE MANUFAGTURER OWNER G.G. PTi VERIFY PAINT VANILLIN #6511 GLA55 A 5HERWIN WILLIAM5 O.G. G.G. REFER TO NOTE: #1 BELOW PT2 VERIFY NOT U5ED PT3 VERIFY PAINT DECORATOR WHITE GLA55 A BENJAMIN MOORE 6.6. 6.G. REFER TO NOTE #1 BELOW TI VERIFY TILE FLOORIN6 EARTH5GAPE #00100 GLASS A SHAH OWNER 6.C. 1/8' NON SANDED MAPEI &ROUT 05 DESERT (GHAM015) JOINT T2 VERIFY TILE FLOORING I TRIUMPH GOLOR{58 GLA55 A JOHNSONITE OWNER &.G. 3/4" BLACK REVEAL (NO VBI VERIFY VINYL BASE 4" BLACK VINYL VGTI VERIFY VINYL COMP051TION TILE IMPERIAL EXGELLON #51q1I WHITE 12" X 12" m m _ EXPOSED FASTENERS) EXISTIN& NEUTRAL PIER 5NI -- STOREFRONT 516N 5N2 VERIFY INTERIOR 51&N5 -- teams II�� xs�r� Ilnss��r s.aaIIs �a Faffi 5/5" TYPE 'X' GYPSUM BOARD OVER METAL 5TU95 -- WRAP WITH 166A BRAKE METAL -- FIN15H (MTLI) VWGI VERIFY VINYL WALL COVERING LA-505150-01 L K U TOM GTI VERIFY CERAMIC TILE 6x6 FYI WHITE (IGEBUR6) NOTE #1: 112" TEMPERED GLA55 It PAINT ON 5ALE5 AREA WALL5 4 GEILIN65 SHALL BE FLAT. ALL OTHER PAINT SHALL BE 5EM1-&LO55 ALL PAINTS MUST BE APPLIED IN THREE (3) GOATS VINYL &RAPHIG -- APPLIED TO IN510E OF 6LA55 MOUNT AT 1'-b" A.F.F. TO BOTTOM -- O.F.G.I. W1TH 1/4 BUTT JOINT5 / &AP 6LAZIN6 -- ALL EXP05EP F06E5 TO BE POL 15HFD DIREGTION5 FOR PAINT JOHN50NITE OR EO. -- ARMSTRONG WE5GO 516N5 GO. -- LEO NEDIMYER 104 184 2000 -- wESGO 516N5 GO, GLA55 A DL COUGH GLAS MANNIII N6TO.N .. IN THE APPLICATION OF 5HERHIN WILLIAM5 PI&MENTFD LACQUER M64NXN1015 REDUCE WITH WATER 5 TO I (I.E. 5 6ALLON5 OF PAINT TO ONE GALLON OF WATER). MAKE SURE TO MIX COMPLETELY, BEFORE AND DURIN& USE. PAINT CONTAINS MICA METAL FLAKES. TOOLS USED IN APPLICATION: 5INK5 MAGH I HVLP WITH .065 ORPHI5E BINK5 PRE55URE POT WITH AGITATOR rl G.G. G.G. 6.G. G.G. OWNER &.6. MI NON-5ALE5 AREA FIN15H ONLY NON-5ALE5 AREA FIN15H ONLY 51NTRA LETTERS SURFACE MOUNTED ON SOFFIT FACE ~p 0 f' l, f ps' Et rV U 1155 OLIVETTE EXECUTIVE PARKWAY SUITE 100 OLIVETTE, MISSOURI 63132 PH: 314 * 721 * 1340 FAX: 314 * 721 * 0344 COPYRIGHT (e 2005 EPOCH DESIGN GROUP A R C H I T E C T S ALI, RIGHTS RESERVED 3/24/05 3 POLICE/OWNER COM, 3/16/05 2 BUILDING COMMENTS 2/25/05 1 OWNER/LL/BLDG COM, d a e: A r e v i s i o n: s e titl$: RFGOMIMIENIDFD PRE55URF5: INTERIOR ELEV. + FINISH SCHEDULE 8 TO 10 P51 TIP PRE55URE 20 TO 40 P51 FLUID PRE55URE 80 TO 100 P51 AIR PRE55URE d r a w n b y: WHEN APPLYING USE 2 LIGHT GOATS TO ACHIEVE I NET COAT, APPLY FIRST LI&HT t K AT VF �MI�I I= CI~ UR e �E� 1-ET 1 A f x TI 11rI� PAY I iND i e T. A v'K�11 PUDDLIN6 ON SHARP FD&E5 BFGAU5F IT WILL LEAVE A DARK LINE. 4 LIGHT GOATS ECZUAL5 2 GOAT5 OF PAINT, TH15 5HOULD GIVE A FIN15HED PRODUCT. s a a i e: d a t e: 2jt1j05 sh e e t no: AAIIIIIII& 90111& J.v j o b n o: 05007 SEE VERTIGAL 5EGTION5 FOR MORE REFER TO FLOOR PLAN FOR MORE INFORMATION TILE FLOORING DIMENSIONS NOTE: Z, BRUSHED 5TAINLE55 STEEL GOLUMN Am I r ENCLOSURES, GLAZING SILL FRAME GENTER LINE OF OVERHEAD ROLLING TRANSITION STRIP -- AND HEADER PIEGE5 SUPPLIED BY OWNER AND INSTALLED BY 6.C. GRILLE -- NOTE GRILLE TO HAVE SEE DETAIL {I/A5 -- TYP. "GLEAN -OUT" PLAT AT BOTTOM OFF COORDINATE WITH GU5TOM BOTTOM RAIL -- FINISH TO MATGH (MTLI) ROLLING GRILLE T.5. SUPPORT STOREFRONTS ON ALL DIMENSIONS GOLUMN AND TRAGK FOR BRUSHED 5TAINLF55 STEEL (MTLI) -- GRITIGAL! 5/8" TYPE 'X' GYPSUM BOARD OVER ALL HARD FLOORING TRAN51TION METAL STUDS -- WRAP WITH 166A - SHALL BE SEPARATED BY A 118" ZING BRAKE METAL a_ FIN15H (MTLI) TYP. TERRAZZO STRIP bot all bl-O to DEMISING PARTITION -- u SEE FLOOR PLAN FOR MORE INFO. l i t i� D 7� c `7� c ! 1155 OLIVETTE EXECUTIVE PARKWAY F2r5 2b" SUITE 100 OLIVETTE, MISSOURI 63132 1 24 + DEMI5ING PARTITION -- SEE FLOOR PLAN FOR MORE INFO. PH: 314 * 721 * 1340 FAX: 314 * 721 * 0344 � 4 61 KJ >a� - CENTER LINE OF s, STOREFRONT OPENING KJI— �m 4jr4 „ { 0 6_I-blf , 6_14 411 24'-1" VERIFY IN FIELD -- GRITIGAL -- G.G, SHALL GONFIRM AT START OF GON5TRUGTION 4 GOORDINATE Wl FIXTURE GONTRAGTOR EXI5TIN6 NEUTRAL PIER EXI5TING NEUTRAL PIER 3/4" BLAGK REVEAL (NO EXP05ED 3/4" BLAGK REVEAL (NO FASTENERS) EXP05ED FASTENERS) 112" TEMPERED 6LA55 WITH 114" BUTT 5/8" TYPE 'X' GYPSUM BOARD OVER 518" TYPE 'X' 6YP5UM BOARD OVER 112" TEMPERED 6LA55 WITH 114" BUTT LEASE LINE -- 6G TO VERIFY JOINTS / GAP GLAZING -- ALL METAL STUDS -- WRAP WITH It 6A METAL 5TUD5 -- WRAP WITH 166A BRAKE METAL FIN15H (MTLI) JOINTS / GAP 6LAZIN6 -- ALL EXP05ED E06E5 TO BE POL15HED LOCATION PRIOR TO START OF WORK -- GRITIGAL! EXP05ED ED6E5 TO BE POL15HEP BRAKE METAL -- FINISH (MTLI) -- HOR I STOREFRONT - GT I ON COPD 2005 ,�C�1��'AL •• E S E P O C H I G N GROUP ARCHITECTS ` 50ALE: I" V-0" ALL, RIGHTS RESERVED SEE VERTICAL SECTIONS FOR MORE GENTER LINE OF INFORMATION STOREFRONT OPENING t { { { t { I I f 1 1 I ! { I {________ I { { ! I { 1 I I i I { I { { I I { I { I I I ( I I t t I I I I I I ( ! 3/24/05 3 POLICE/OWNER COM. t t I I I I I { t I f t I 3/16/05 2 BUILDING COMMENTS ( I { { 1 ( ( { t { { I 2/25/05 1 OWNER/LL/BLDG COM. d ate: � rev i s i o n: — ........_I DEMISING PARTITION -- SEE —_—__L_—_—____—.J_�.....---__—__1 _ _ _ _, .— .� — �. _ FLOOR PLAN FOR MORE INFO. s e a is — r, a _ DASHED LINES INDIGATE SOFFIT ! _ ABOVE -- SEE VERTIGAL SECTIONS _ ►al— Nil— — _t _ _______ _____ — --— — — — — — — — — — — — — CA — — r a .tea Ut ! A,r I trt jab na me: KJ I (3J t iL JS JS \i,.7J ' R.IJE.IS]BIFID 4A 1— y ! Ps> SONALIZID GIPTS SANTA ANA, CA I j-_ MAIN PLAN MALL l---_ .._—_.o_.._---..—_._.—.____—�--.—_—___....--__—__-- — � j ! t SPACE NO., =0 8Ti0FiENC?= 74718T — _ _._...— _ _ _ ..._. — — .— _ — — — _ — — _ _ — — _.... —. — —. — ._..._. — — _... ——..._... _._ — .—. — _ ,..._ — — ..._ — _ .._.._... _._.. — ._.....,_ — ...._ — — — _.. — — _._ ___. — ._....,..._......,_ — ..._, _._. _._ ..._...._. — — —._.._ ._. — —.._. ...,_ — _,._ ..._.. — — .._... — . .._. — ._.._ — — _ _.._. _._ _._..._._ — — .— — — — — — — — .— .__ — — _... _ _ - t 1 t i e: " 4'-°" 4'-°"" HORIZONTAL STOREFRONT SECTIONS 4" 23'-11" ,(" 24'-1" VERIFY IN FIELD -- GRITIGAL -- 6.G. SHALL GONFIRM AT START OF GON5TRUGTION & GOORDINATE Wl FIXTURE GONTRACTOR drawn b DASHED LINES INDICATE 516NAGE AND FA5GIA PANEL ABOVE s a a I e: A4.0 H R I Z.�./ 1��'AL �'�■/ ='Erb e: 1 o b n a: V j1 1 j05 L 05047 50AL..E: I" = V--U" REFETO DETAIL 131A5 FOR�METHOIP? REFER TO DETAIL i31A5 FOR METHOD OF JI Zl�(ATTAPGHMENT TO STRUCTURE ATTAGHMENT TO 5TRUGTURE REFER TO DETAIL 131A5 FOR METHOD OF EXTEND TO DECK - PROVIDE 3 5/8" 5TRUGT. ABOVE EXTEND TO DECK - PROVIDE 3 518" ATTACHMENT TO STRUCTURE GYP. Bp. PARTITION 20 GA. BRAGING AT 45' TO 20 GA. BRACING AT 45' TO DEM151NG PARTITION ,i 5TRUGTURE 48" O.G. MAX. FOR 5TUD5 't t 5TRUGTURE 48" O.G. MAX. FOR STUDS =r t t EXTEND TO DECK $SEAL - PROVIDE EXCEEDIN6 16' HEIGHT i i EXCEEDING 16 HEIGHT 3 5/8 20 GA. BRACING AT 45' TO FIRE BLOCK WITH 20 GA. METAL FIRE BLOCK WITH 20 GA. METAL i 5/g" TYPE „X" i " t ' 5TRUGTURE 48" O.G. MAX. FOR STUDS STUD - TYP. STUD - TYP. t 5/8" TYPE 'X' GYP. BD. EXTEND i SECURE 5/8 TYPE X GYP. BD. t GYP. BD, t t WITH I TYPES DRYWALL EXCEEDING 16' HE16HT TO DECK ABOVE AND SEAL -- EXTENDED TO t t 5GREW5 8" O.G. ALONG E06E5 BY OTHERS t i SECURE 5/8" TYPE "X" GYP. BD. (BOTH t t SECURE 5I8" TYPE "X" GYP. BD. WITH t t 5EGURE 5/5" TYPE "X" GYP. BD. WITH DECK ABOVE SIDES) WITH I" TYPE '5' DRYWALL SCREWS i t „ t i . t « i I y AND 12" O.G. IN FIELD OF PANEL I TYPE 5 DRYWALL 5GREW5 8 O.G. t t .• - I TYPE 5 DRYWALL 5GREW5 8 O.G. SECURE 5/8 TYPE X GYP. BD. WITH I t t . _ 8" O.G. ALONG EDGES AND 12" O.G. IN ALONG EDGES AND 12" O.G. IN FIELD t t „ : t TYPE 5' DRYWALL 5GREWS 8" O.G. ALONG : t t FINISH CEILING I . i t • ALONG EDGES AND 12 O.G. IN FIELD t t ' 0 FIELD OF PANEL - EXTEND TO DECK t t OF PANEL i t OF PANEL : EDGES AND !2" O.G. (N FIELD OF PANEL - t t " ABOVE AND SEAL FOR [-HOUR RATING ; t XTNP TK AB?V ANp CAI.. FOR I 3 %" 2O GA. METAL 5TUD5 16" O.G. TO UNDER 3 %3" X 20 6A. METAL STUDS @ 16" 20 6A. METAL STUDS 16" O.G. €-HOUR RATING (SEE FLOOR PLAN FOR t t FIRE BLOCK AT CEILING WITH 20 GA. O.G. t t t RE5PON51BILTY OF WORK AND MATERIALS) t t SIDE OF 5TRUGT. ABOVE t t' t t t t' METAL STUD - TYP, „ i t•. i t•, •t . t t •t4�8 t ; tq7� "t . ANCHOR RUNNER TRACK Wl HILTI DX LOW t • ANCHOR RUNNER TRACK W/ HILTI + t ,• ANCHOR RUNNER TRACK Wl HILTI 6" X 20 GA. MTL. STUD DEMISING WALL 8 3 5/o" 20 GA. METAL STUDS @ 16"' O.G. MAX. t t VELOCITY POWDER ACTUATED ANCHORS i t ' DX LOW VELOCITY POWDER t t DX LOW VELOCITY POWDER (5EE FLOOR PLAN FOR RESPONSIBILITY i t TO UNDERSIDE OF 5TRUGT. ABOVE 0.145 DIA. x 314" LONG 16" O.G. (IGBO ACTUATED ANGHOR5 0.145 DIA. x ACTUATED ANCHORS 0.145 DIA. x OF WORK $ MATERIALS) ANCHOR RUNNER TRACK W/ HILTI DX LOW REPORT .2388) 514" LONG @ 16" O.G. (IGBO 3/4" LONG @ €6" O.G. (IGBO ANGHOR 5TUD5 TO ANCHOR STUDS TO VELOCITY POWDER ACTUATED ANCHORS t t : • t ► i '• ANCHOR STUDS TO ' REPORT # 2388) t i REPORT # 2388) TRACK W1 #10 t TRACK W/ #10 t 0.145 DIA. x 314" LONG @ 16" O,G. (IGBO t ' NOTE: SEE ROOM FIN15H SCHEDULE FOR TRACK W1 #IO SHEET MTL. SCREW t SHEET MTL. SCREW REPORT # 2388) WALL FINISH AND BASE MATERIAL NOTE: SEE ROOM FIN15H SCHEDULE FOR t t . NOTE: SEE ROOM FINISH SCHEDULE FOR NOTE: SEE ROOM FIN15H SCHEDULE FOR t t : SHEET MTL. 5GREW ' i t EACH SIDE. EACH SIDE. WALL FINISH AND BASE MATERIAL t WALL FINISH AND BASE MATERIAL WALL FIN15H AND BASE MATERIAL ; i NOTE: 5EE ROOM FIN15H SCHEDULE FOR EACH SIDE. t t t t t WALL FINISH AND BASE MATERIAL � I HR. FIRE RATED - UL #U-465 OR EQUAL I HR. FIRE RATED - UL #U-465 OR EQUAL REFERENCE IGBO# REPORTS #4cI43P, 4180 FOR RECOMMENDATIONS REFERENCE IGBO REPORTS #4W43P, #4780 FOR RECOMMENDREFERENCE IGBO REPORTS #4q43P, #4T#80 FOR REGOMMENDATIONS REFERENCE IGBO REPORTS 4ci43P, 04-780 FOR RECOMMENDATIONS REFERENCE ICBO REPORTS #4L145P, #4180 FOR RECOMMENDATIONS REGARDING INSTALLATION OF METAL FRAMING MEMBERS AND FA5TENER5 REGARDING INSTALLATION OF METAL FRAMING MEMBERS AND FA5TENER5 REGARDING INSTALLATION OF METAL FRAMING MEMBERS AND FASTENERS REGARDING INSTALLATION OF METAL FRAMING MEMBERS AND FA5TENER5 REGARDING INSTALLATION OF METAL FRAMING MEMBER5 AND FASTENERS TYPE TYPE`M1ATYPE (FIRE RATED) PARTITION 4 ��1TION MM1G AAW PARTITION�YPE (EMISING K FART OooN RATw) Pr.�" " SCALE: 11/2" = `—U" SCALE: 11/2n f,0nSCALE: 1 1/2" 1'l SCALE: 1 1/2= '-0SCALE: 1 1/2= IC m m__NEWM� EXl5TIN6 DEMISING WA' ' 3/4" F.R.T. PLYWOOD 1 112" X 22 GA. MTL. DI — I X 4 WOOD TRIM -- P? i'-6" A.F.F. — 6" X 18 GA. MTL. J015' AT 12" O.C. (125 P5F DESIGN LOAD) — 5/8" TYPE 'X' GYP. BD — 3 5/8" X I8 GA. MTL. 5TUD5 AT 12" O.G. — ANCHOR RUNNER TRAC LOW VELOCITY POWDE ANGHOR5 0.145 DIA. x 12" O.G. (IGBO REPORT NOTE: SEE ROOM FIN15H SCHEDULE FOR WALL FIN15H AND BASE MATERIAL 3� s�v 31�wyom;wj� B rd ai� GYP. BD, PARTITION METAL STUDS W/ STIFFENER H.M. DOOR FRAME IN5TALL (5) MTL. JAMB ANCHORS AND ONE FLOOR CLIP AT EACH JAMB DOOR, SEE SCHEDULE 'C'LABEL IF REQUIRED NOTE: HEAD DETAIL SIMILAR M:j s1 �C4 5/8" TYPE 'X' GYP, BD. ON METAL 5TUD5. 2X FRT WOOD BLKG. WOOD FRAME 8 TRIM WOOL? DOOR SEE PLAN NOTE: HEAD DETAIL 51MILAR D EET A I L REFER TO DETAIL 13/A5 FOR METHOD OF REFER TO DETAIL O/A5 FOR METHOD OF ATTACHMENT TO STRUCTURE ATTACHMENT TO STRUCTURE PROVIDE 3 520 GA. BRACING AT / 1 5TRUGT. ABOVE 1. EX D TO DEG K - PROVIDE 3 518" EXISTING DECK EXISTING DECK DOOR ' 45° SECURED TO TOP TRACK $ EXTENDED TO STRUCTURE ABOVE -- i 20 GA. BRACING AT 45` TO STRUCTURE 48 O.G• MAX. FOR STUDS (6) #10 TEK 5GREW5 (6) #10 TEK 5GREW5 VINYL REDUCER STRIP t t BRACING TO BE SPACED AT 48„ O.G. EXGEEDIN6 (6' HEIGHTTO MATCH TILE MAX. 5/8" TYPE "X° i i SECURE 5/8" TYPE "X" GYP. BD. TILE VGT 5EGURE 5/8" TYPE "X" GYP. 60. GYP. E?D, : i i WITH I" TYPE 'S' DRYWALL (EACH SIDE) WITH I"' TYPE 5' EXTENDED TO y 1 5GREW5 8" O.G. ALONG EDGES DRYWALL 5GREW5 5" O.G. ALONG �VE t t y 12" Q.G. IN FIELD OF PANEL t t E06E5 AND 12'" O.G. 1N FIELD OF AND SEPEGK i t _ t t ii_�AND FIN15H CEILING ,�; ;4; �, f .:'"; �;,* . �� ,;•'wx•ti•.' :�, r "i^ ", :r+ PANEL i t' t t /� �+ f ' / + .€ f+",x. ,• .; ;, r';..,' •";. . . ,,.• ti t t FINISH CEILING / f I ( I I �� ,r ,.� 2 I/2 x2 I/2 x14 GA. GONG. SLAB _--.•�` i t t t FIRE BLOCK AT CEILING WITH 20 GA. f f / 2 112"x2 !/2"x(4 GA. I I I GLIP ANGLE f ' ZING TERRAZO STRIP (MILL FINISH) t FIRE BLOCK AT CEILING WITH 20 &A. : t i' t i METAL STUD -TYP. / 1 / f CLIP ANGLE I I f f f f (4) #10 TEK SUPPLED AND INSTALLED BY G.G. METAL STUD -TYP. iq��8„i , 3 5/6" 20 GA. METAL 511)D5 @ 16" O.G. MAX. / (4) #10 TEK 5GREW5 I I I ( 5GREW5 t.f8 3 a/a" 20 GA. METAL 5TUD5 @ 16" O.G. MAX. t t i t ' TO UNDERSIDE OF 5TRUGT. ABOVE / DIAGONAL TILE CARPET FEATHER I/16" 1 FT. MAX. A5 ANCHOR RUNNER TRACK W/ HILTI DX LOW DIAGONAL BRACING BRACING NEGE55ARY TO PROVIDE SMOOTH, ANCHOR RUNNER TRACK W/ HILTI OX LOW ANCHOR 5TUD5 TO t t % VELOCITY POWDER ACTUATED ANGHOR5 FLUSH TRAN51TION ANCHOR STUDS TO t t " VELOCITY POWDER AGTUATED ANGHOR5 TRACK W1 410 t SHEET MTL. 5GREW i t ° t t 0.145 DIA. x 314" LON6 @ 16" O.G. (IGBO REPORT # 2388) 51PE VIEW FRONT VIEW FRONT VIEW SIDE VIEW # TRACK W/ 10 t t i O.i45 DIA. x 3/4" LONG t� 16" O.G. (1GB0 EACH SIDE. - . ♦ � ,• • •.• • « . SHEET MTL. SCREW t t ' # REPORT 2388) t NOTE: SEE ROOM FIN15H SCHEDULE FOR .' " 'R', • ;,; EACH SIDE. ! i t t t NOTE: SEE ROOM FINISH SCHEDULE FOR WAL FIN15H AND BASE MATERIAL t t WALL FIN15H AND BASE MATERIAL , ,:;.. ;'� REFERENCE IGBO REPORTS #4143P, #4180 FOR RECOMMENDATIONS �---- REFERENCE IGBO REP RT #4q4 P, #4180 FOR RECOMMENDATIONS REFERENCE IGBO REPORTS#4o43P, #4180 FOR REDOM EN ATI N REAR IN INSTALLATION F METAL FRAMIN M MBER5 AND FASTENERS GONG. 5LA B REGARDING INSTALLATION OF METAL FRAMING MEMBERS AND FASTENERS REGARDING INSTALLATION OF METAL FRAMING MEMBERS AND FA5TENER5 FAR"TITION TYPE �'�€��` I �` I `�` � (FIRE RATED) ATTAO.-Imilt"�1�` TO DECK FLOOR TRAN51TION DETAIL 15 i 4 i , � ..3�ACE � � SCALE: 1 1/2" = V U" _ _ _ _ SCALE: 1 1/2" = V0* SCALE: NM SCALE: HALF FUULL 51L`E COLUMN BASE PLATE X 5r(r X cl X Y2 5/a" DIA. H EXPANSI C TOTAL. PI EMBEDME EXISTING zOLUMN ATTACHMENT T xa.e, va• = r.o• ❑s aw=A m© 4"-0" HIGH CERAMIC TILE SEE FIN15H SCHEDULE ALL WALLS 42" LG. GRAB BAR AT SIDE TOILET PAPER HOLDER �S T1'PIC No scare ELEV.— I ELEV`=`�2 FLUORESCENT LIGHT - SEE "E" SHEET MIRROR PAPER TOWEL HOLDER IN5UL• PIPES AS In REQ'D. (HOT WATER d DRAIN) tr ISLE TOI 36" LG. GRAB BAR AT REAR WATER CL05ET FLUSH VALVE TO BE MOUNTED 6' ON THE WIDE 51DE OF THE TOILET AREA TOILET PAPER HOLDER A.F.F., 3'-0" FROM NET WALL, MAX. 12" FROM O1 FRONT OF TOILET 42" MIN I I'-6" I ELEV.— 5 ELEV.— 4 NOTES: (HANDICAP AGGESS� 1. WATER GL05ET TO BE PROVIDED W/ OSCILLATING FLUSH CONTROL HANDLE OPERATING AT NOT GREATER THAN 5 L135. FORCE AND WITHOUT EXGE551VE BODY MOVEMENT. 2. LAVATORY TO BE PROVIDED Wl FAUCET CONTROLS OPERABLE Wl ONE HAND AND NOT REGtUIRIN6 GRASPING, PINCHING, OR TWI5TIN6. 3, LAVATORY 70 BE PROVIDED W/ NON-ABRASIVE SURFACE UNDERNEATH, 4. GRAB BAR5 TO HAVE A 1 112" TO 1 1/4" GRO55 SECTION MOUNTED 33" A.F.F. 5. PROVIDE H.G. DOOR 516NAGE AT 60" A.F.F. 6. PROVIDE WATERPROOF MEMBRANE AT FLOOR AND TO A MINIMUM OF 6" UP WALLS. TYP. ENTIRE TOILET ROOM (AS REQ'D BY MALL) NOTE: WHERE TOILET EXISTING 15 TO REMAIN G.C. TO VERIFY EXIST. TOILET DOOM 6ONDIT'ION5 AND IN6T'ALL ALL ITEMS NECESSARY FOR GODE COMPLIANCE. TOILET ACCE55ORIE5 (FOR EACH ROOM) MIRROR: 24" X 36" 5URFAGE MOUNT -- C.F.G.I. TOILET PAPER HOLDER (ROLL TYPE) -- G.F.G, I. PAPER TOWEL HOLDER -- 5URFAGE MOUNT - G.F.C.I. GRAB BARS: -- BOBRICK #6206 5ERIE5 OR EGtUAL -- LENGTH REQUIRED SEE PLANS - BY 6.6. INSTALL TOILET ACCESSORY UNITS IN ACCORDANCE WITH ADA AND MANUFACTURER'S STANDARD DETAILS. PROVIDE BLOGKIN6 IN WALL AS REQUIRED FOR ADEQUATE SUPPORT OF ALL GRAB BARS AND ACCESSORIES. n �' 5 3 i =0 f-t ir 0 'A 1155 OLIVETTE EXECUTIVE PARKWAY SUITE 100 OLIVETTE, MISSOURI 63132 PH: 314 * 721 * 1340 FAX: 314 * 721 * 0344 COPYRIGHT C} 2005 EPOCH {DESIGN GROUP A R C HI T F C T S Atl. RIGHTS RESERVED 3/24/05 3 POLICE OWNER COM. 3/16/05 2 BUILDING COMMENTS _ 2/25/05 1 OWNER/LL/BLDG COM. IN d a t e: A r e v l s t o n: RVIRSONALIZ31D MAIN PLACE MALL SPACE NO.,r STICIRE NO.- d r a w n b y: s a a I e: d a t e: 2/11/05 s h e e t n o: l I o b n o: 05007 rrsirres+tnserl�ns.�mm 5URFACE MOUNTED 5IGNAGE (5N2) BAGKWRAP -- GOORDINATE N - OWNER If FIXTURE MANUFAGTURER SOFFIT -- VINYL WALL GOVERING (VWGI) .. i — — — — — . I — — — — — — — — — -- — — — Buyitanywhere PAINT (PT3) j/f�j LINE OF WALL j/%%� 7� PAINT (PT3) tl a a ❑= o ❑ o a Q a a a ❑ n a Q ❑ ❑ 4 a Q O fl fl n / // If / Engraved UNDER5IDE O'./f,/" %%l ws�AygaP — O UNDERSIDE %r f FIXTURE (SHOWN // LINE OF WALL rr OF SOFFIT bll a a o a o ❑ o Q Q o a ❑ a ", ❑ a n o� a a a a o a o a ❑ f !j FIXTURE (SHOWN �f d} O SOFFIT © ,d"i///' DASHED) -- TYP. ,'�� f O a a n a Q Q fl D a Q a n ❑ Q a tl tl ❑ ❑ a tl O a "%I �i f ! CMftnry ROMAN 6ltJflf Muwar cowumpmMy (NPR FIfV{SH') t t DA5HED) __ TYP. It TYP F— `� LINE OF WALL STOREFRONT a fl tl a a a n a n Q n ❑ n a a a ❑ a n Q fl a Q ❑ a i f i f f f 611 r/ FIXTURE (5HDWN NO F DASHED) -- TYP. PAINT (PTI) rf BEYOND LAMINATE WOOD BASE (LBU WALL FIXTURES -- COORDINATE SEE FIXTURE PLAN BELOW FOR SEE FIXTURE PLAN BELOW FOR WITH FIXTURE MANUFAGTURER AND FIXTURE 4 6RAPHIG5 DE5I6NATION5 FIXTURE 4 6RAPHIG5 DE5I6NATION5 8'-0" PLUGMOLD MOUNTED ON BAGKWRAP SHIPPED L005E INSTALLED BY G.G. OWNER -- TYP. AND EXACT LOGATION5 -- TYP. AND EXAGT LOGATION5 -- TYP. -- SEE 'E' SHEET5 FXTURE ELEVATION RXTURE "'OLEVATION SCALE.- 1/4" —_ I'—O" 2 SCALE: 1/4" - 1'-0" II� � FIXTURE ELEVATION I (o� SGALE: I/4" = I'-0" I SGALE: 1 i o 1a PROVIDE FLUSH ELEG. OUTLET ON CEILING OF LIGHT BOX AND LOCATED AT THE END OF THE LIGHT FIXTURE ON THE RIGHT SIDE -- SEE 'E' SHEETS AND FIXTURE PLAN —av LIGHT FIXTURE BY OTHERS 5TOGK R.M. G.G. TO FURNI5H AND INSTALL I x 4 HORIZONTAL BRIDGING @ 4" AND T-b" A.F.F. BEHIND ALL LOGATION5 OF SHELVING FIXTURES. NOTE: REFER TO T.R. 56HEMATIG FOR FINAL FLOOR FIXTURE LOCATION IS" X 48" DESK K491 E f' 10� 00 _x Iy��6AGKWRAF' GAB: _ __ �g GASINET ISIM.)__I IS FIXTURE F GG TO INSTALL 24"1 OWNER FURNISHED PIN BOARD ABOVE DE5K -- PROVIDE BLOGKING AS REQV F.E. NOT=FIXTURE�5TOPOSBET ,ci�,�rf i��,rrr�•rsr.,iiss�rr��,r�.n►.rirrir%%���"r�.�.irrsrifr.,.rr�'n�.��i'�'r fl/*%/�.�i/�1�/i��'r*��/J�/%tii%fjii�i/✓ii'r/rii/i���%ir�irii/iirir�j Isms-M IN S1001pommonft i, I 0 s 151-101, Qlcsic n TYPIGAL WALL CABINET I'ej ri l-oll ICJ ro .-Oll 1 (of IrV „ -8�" I/t I Iit/V-O V )3' STATIONARY SHELVING UNIT, TYP. FIN15HED 5'-0" HIGH MOBILE 5HELVING UNIT I=i END n 3l1 o .0 ARCH H`TC C;Ta 1155 OLIVETTE EXECUTIVE PARKWAY SUITE 100 OLIVETTE, MISSOURI 63132 PH: 314 * 721 * 1340 FAX: 314 * 721 * 0344 COPYRIGHT cQ 2405 EPOCH DESIGN GROUP ARCHITECTS ALL RIGHTS RESERVED 3/24/05 3 POLICE/OWNER COM. 3/16/05 2 BUILDING COMMENTS 2/25/05 1 OWNER/LL/BLDG COM. d a t e: A r e v i s i o n: s e * I: t I t 1 e: FIXTURE PLAN + ELEVATIONS d r a w n b y: date: 2/11/05 s h e e t n o: Fl. j o b In o: 05007 EXISTING MALL SUPPLY TO REMAIN, VERIFY LOCATION IN FIELD, M VHALL ABOVE SALES FLOOR CEILING. VERIFY SIZE FIELD VERIFY ALL EXISTING CONDITIONS AND LOCATION WITH LANDLORD REPRESENTATIVE. li MECHANICAL, SPRINKLER, d FLUM51NG PLAN 56ALE: 1/4" = 1'-011 I. ALL OF THE MECHANICAL WORK IS NOT NECESSARILY SHOWN OR NOTED ON THESE DRAWINGS. THE CONTRACTORS SHALL VISIT THE JOB SITE AND VERIFY ALL EXISTING CONDITIONS RELATED TO THEIR WORK BEFORE BIDDING. NOTIFY THE OWNER OF ANY DISCREPANCIES. THOSE ITEMS NOT SHOWN OR NOTED BUT WHICH ARE DEEMED NECESSARY FOR REMOVAL OR RELOCATION BY OWNER'S REPRESENTATIVE SHALL BE PART OF THIS CONTRACT. 2. THE SUBMISSION OF PROPOSALS SHALL BE CONSIDERED EVIDENCE THAT THE CONTRACTORS HAVE VISITED THE SITE. NO EXTRA PAYMENTS WILL BE ALLOWED THESE CONTRACTORS CLAIMS FOR EXTRA WORK MADE NECESSARY BY THEIR FAILURE TO VISIT THE SITE. 3. GUARANTEE ALL EQUIPMENT AND MATERIAL INSTALLED UNDER THIS CONTRACT TO BE FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE AND REPAIR OR REPLACE WITHOUT COST TO THE OWNER ANY EQUIPMENT WHICH IS DEFECTIVE, OR IMPROPERLY INSTALLED. IN ADDITION, ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE TO THE BUILDING AND ITS CONTENTS OR OTHER EQUIPMENT CAUSED BY DEFECTS OR IMPROPER INSTALLATION OF EQUIPMENT OR MATERIALS INSTALLED UNDER THIS PORTION OF THE WORK. 4. ALL WORK SHALL BE COMPLETED ACCORDING TO STATE AND OR LOCAL CODES. 5. PAY FOR ALL REQUIRED PERMITS AND INSPECTIONS AND PROVIDE A CERTIFICATE OF INSPECTION. 5, REVIEW ALL LANDLORD REQUIREMENTS AND INSTALL ALL MATERIALS AND EQUIPMENT AS DIRECTED BY THE LANDLORD'S REPRESENTATIVE AND AS REQUIRED BY THE LEASE DOCUMENTS. VERIFY THE REQUIREMENTS BEFORE SUBMITTING A BID. 1. VERIFY THE SIZE, LOCATION AND CONDITION OF THE EXISTING DUCTWORK, EQUIPMENT AND CONTROLS THAT ARE TO REMAIN. NOTIFY THE OWNER OF ANY DISCREPANCIES. REPLACE EXISTING COMPONENTS IF INADEQUATE FOR THE NEW REQUIREMENTS OR INOPERABLE. COORDINATE REPLACEMENT COMPONENT SPECIFICATIONS WITH THE LANDLORD'S FIELD REPRESENTATIVE. FIVE (5) COPIES OF ALL SHOP OR EQUIPMENT DRAWINGS SHALL BE SUBMITTED TO THE OWNER. THESE DRAWINGS SHALL BE CLEARLY MARKED INDICATING WHICH ITEMS ARE TO BE SUPPLIED AND SHALL STATE CAPACITIES, SIZES, REQUIRED INSPECTION LABELS AND GENERAL DESCRIPTION OF ALL EQUIPMENT AND FIXTURES, 9. ALL AIR INTAKES AND EXHAUSTS NEED TO BE SEPARATED BY A MINIMUM OF 10'—O". 110. NO COMPONENTS MAY BE ABANDONED IN PLACE WITHOUT PERMISSION FROM THE OWNER, ALL COMPONENTS THAT ARE NOT REUSED MUST BE REMOVED. f GENERAL NOTE5 PROVIDE 7—DAY PROGRAMMABLE THERMOSTATS AND RELATED WIRING TO CONTROL VAV BOX TO REMOTE TEMPERATURE SENSORS FOR VAV-1. MOUNT 36" A.F.F. NEAR MANAGER'S DESK. PROVIDE LOCKABLE COVER, VERIFY COMPLIANCE WITH MALL SYSTEM. 3 2 EXISTING VAV BOX, (VAV-1), TO REMAIN, VERIFY LOCATION AND PROPER OPERATION IN FIELD WITH LANDLORD REPRESENTATIVE. FURNISH AND INSTALL GALVANIZED STEEL DUCTWORK, SIZES AS NOTED ON DRAWINGS. DUCTWORK SIZES ARE SHEET METAL SIZES. ALL NEW DUCTWORK SHALL HAVE 1/2" INTERNAL LINER AND AN R—VALUE OF 3.6, PER LL CRITERIA. SPRINKLER SYSTEM SHALL BE MODIFIED AS REQUIRED TO SERVE THE NEW LAYOUT SHOWN ON THE DRAWING. NOTIFY THE MALL MANAGER 72 HOURS BEFORE SPRINKLER SHUTDOWN IS REQUIRED AND PAY ALL MALL CHARGES FOR SPRINKLER SHUTDOWN. CONNECT TO LANDLORD'S EXISTING SPRINKLER LINE AND TO CONNECTIONS THAT EXIST IN THE SPACE TO ACCOMMODATE THE NEW SPRINKLER LOCATIONS. NEW CEILING MOUNTED EXHAUST FAN/LIGHT BY OTHERS, 100 CFM, 6.0 DUCT TO MALL EXHAUST DUCT. VERIFY LOCATION IN FIELD, FURNISH AND INSTALL ADA COMPLIANT WATER CLOSET, (WC-1), AMERICAN STANDARD MODEL 2168.100, OPEN FRONT SEAT LESS COVER. LOCATE WATER CLOSET CENTERLINE 18" FROM WALL, 1.6 GALLON TANK TYPE. f� FURNISH AND INSTALL ADA COMPLIANT LAVATORY, (LAV-1), AMERICAN STANDARD 0356.421, WITH �f WALL BRACKET, GRID STRAINER, OFFSET P—TRAP, FAUCET PROVIDED WITH WATER HEATER. S FURNISH AND INSTALL 0.5 GAL., INSTANTANEOUS, 750W, 120V ELECTRIC WATER HEATER, (EWH-1), BELOW LAV. WATER HEATER SHALL BE INSINKERATOR MODEL UWL WITH ADA COMPLIANT FAUCET. 10 FURNISH AND INSTALL NEW HOSE BIBB, (HB-1), WOODFORD MODEL #21 SERIES CHROME PLATED HOSE BIBB NEXT TO LAVATORY, 11 EXISTING FLOOR DRAIN, (FD-1), TO REMAIN, CLEAN AND MAKE LIKE NEW. 12 SPRINKLER HEAD IN TOILET ROOM, 13 SPRINKLER HEAD ABOVE TOILET ROOM. 14 FURNISH AND INSTALL REMOTE TEMPERATURE SENSOR. CONNECT TO THERMOSTAT IN STOCK ROOM. MOUNT 5'-0" A.F.F. 15 FURNISH AND INSTALL 1 HOUR RATED DAMPER, RUSKIN TYPE IBD-2. PRIMARY AIR UNISTRUT VIBRATION ISOLATORS AIR FLOW VAV BOX DETAIL. NO SCALE TRANSITION TO BRANCH SIZE D-A BRANCH DUCT TRANSITION TO BRANCH SIZE BRANCH DUCT .5D • FULL DEPTH OF MAIN DUCT i— BRANCH DUCT 5JDTAP TURNING VANES FULL DEPTH OF MAIN DUCT 15 DEG 30 DEG NOTES, 1. DETAIL IS APPLICABLE TO SUPPLY AIR BRANCH DUCT TAKE —OFFS. BRANCH DUCT TAKEOFFS AND TRANSITIONS NO SCALE 1. MUST USE LANDLORD'S AIR BALANCE CONTRACTOR. REPORT SHALL INCLUDE VAV BOX AIRFLOW SENSOR DIFFERENTIAL PRESSURE READING AT MAX. AND MIN. COOLING. COORDINATE WITH JIM BODEN, 2. VERIFY LOCATION OF RETURN AIR OPENINGS ABOVE CEILING. PROVIDE IF NOT EXISTING. COORDINATE WITH JIM BODEN. 3. VERIFY CONNDITION OF TAP AND DUCT TO BOX INLET. FLEXIBLE DUCT IS NOT ALLOWED. LAST (2) DUCT DIAMETERS TO BOX INLET SHALL BE STRAIGHT AND SAME SIZE AS BOX INLET. THIS WORK SHALL BE BY LANDLORD'S HVAC CONTRACTOR AT THE TENANT'S EXPENSE, COORDINATE WITH JIM BODEN, LL'S OPERATIONS MANAGER PRIOR TO BID. 4. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE LANDLORD'S ENGINEERING DESIGN CRITERIA. ALL CONTRACTORS SHALL OBTAIN A COPY FROM THE LANDLORD'S TENANT COORDINATOR OR MALL PERATIONS MANAGER AND BECOME FAMILIAR WITH THE REQUIREMENTS CONTAINED WITHIN PRIOR TO BIDDING THE JOB. WHERE LANDLORD'S REQUIREMENTS CONFILICT WITH CODES OR ORDINANCES THE STRICTEST INTERPRETATION SHALL APPLY. 5. GC TO VERIFY EXHAUST REQUIREMENTS WITH JIM BODEN PRIOR TO BID, MECHANICAL SYMBOLS LEGEND (,.:./ THERMOSTAT FLEXIBLE DUCT ---i VOLUME DAMPER FD rE----- FIRE DAMPER CEILING SUPPLY AIR DIFFUSER �—�M- CEILING RETURN AIR GRILLE SIDEWALL AIR DIFFUSER OR GRILLE NEW DUCTWORK EXISTING DUCTWORK --- D -- CONDENSATE DRAIN — G -- GAS PIPING D_ PIPE TURNING DOWN ---0 PIPE TURNING UP BALL VALVE ---{r--- GATE VALVE ---104-- }� CONNECTION OF NEW TO EXISTING ----j^� CHECK VALVE ---[5 --- GAS COCK ---#ll UNION PRESSURE GAUGE --►-- STRAINER AFF ABOVE FINISHED FLOOR S i 100 AIR DEVICE # S — SUPPLY R — RETURN CFM E — EXHAUST PLUMBING SYMBOLS LEGEND - -- COLD WATER --- HOT WATER SANITARY DRAIN — — SANITARY VENT VTR VENT THROUGH ROOF a0 PLUMBING TRAP CO CLEAN OUT PRESSURE REGULATING VALVE(PRV) 50 PSI --- CA -- COMPRESSED AIR FCO FLOOR CLEAN OUT ADA AMERICANS WITH DISABILITIES ACT FIRE PROTECTION SYMBOLS LEGEND OE EXISTING SPRINKLER HEAD CHROME PENDANT SPRINKLER HEAD UPRIGHT SPRINKLER HEAD CONCEALED SPRINKLER HEAD ►I SIDEWALL SPRINKLER HEAD MALL NOTE5 I 6YM50L,5 WATER CLOSET FLUSH VALVE TO BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREA INSTANTANEOUS WATER HEATER LOCATION TYPICAL TOILET ROOM ELEVATION SCALE: NONE ALL ENCLOSED PORTIONS OF BUILDINGS CUSTOMARILY OCCUPIED BY HUMAN BEINGS SHALL BE PRQVIED WITH A MECHANICALLY OPERATED VENTILATION SYSTEM, SUCH MECHANICALLY OPERATED VENTILATION SYSTEM SHALL BE CAPABLE OF SUPPLYING A MINIMUM OF 15 CUBIC FEET PER MINUTE OF OUTSIDE AIR PER OCCUPANT DURING SUCH TIME AS THE BUILDING IS OCCUPIED. IF THE VELOCITY OF AIR AT A REGISTER EXCEEDS 10 FEET PER SECOND, THE REGISTER SHALL BE PLACED MORE THAN 8 FEET ABOVE THE FLOOR DIRECTLY BENEATH, CBC SECTION 1202.2.1. TOILET ROOMS SHALL BE PROVIED WITH A MECHANICALLY OPERATED EXHAUST SYSTEM CAPABLE OF PROVIDING A COMPLETE CHANGE OF AIR EVERY 15 MINUTES. SUCH MECHANICALY OPERATED EXHAUST SSYSTEMS SHALL BE CONNECTED DIRECTLY TO THE OUTSIDE FROM THE POINT OF DISCHARGE SHALLL BE AT LEAST 3 FEET FORM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTINS OF THE BUILDING. CBC SECTION 1202.2.1. DETAILS I 15UILDING NOTES 5( ALE: NONE I:•• ►a 3/4" 3/4" LAV-1 r HB-1 WC-1 1 /2" 1/2-T. r r 1/2-IT i EWH-1 — FLOOR LINE WATER RISER DIAGRAM SCALE: NONE 2" 1 2" 1 2" 1 i 1 ( 1 1 � 1 ROOF LINE FURNISH AND INSTALL LAV-1 TRAP PRIMER FOR TRAP WCO FLOOR DRAIN PRIMER 1 I FD-1 WC-1 FLOOR LINE 3" 1 14" 4" --I WASTE RISER DIAGRAM SCALE: NONE AIR DEVICE SCHEDULE PLAN MARK MANUFACTURER MODEL MATL. NECK SIZE FRAME TYPE PANEL SIZE NOTES Si TITUS OMNI ST 8"0 LAY —IN 24"x24" 1,2 S2 TITUS OMNI ST 6"o FLANGED 24"x24" 1,2 S3 TITUS 300RS ST 12"x6" SURFACE 14"x8" 1,2 R1 TITUS 1 350RLI ST 1 22-x 22-1 LAY —IN 24"x24" 2 1. AIR DEVICE RUN —OUT SHALL BE SAME SIZE AS DIFFUSER NECK. FLEX DUCT, MAXIMUM LENGTH 5'-00, 2. ALL AIR DEVICES TO BE WHITE UNLESS OTHERWISE NOTED. VAV BOX SCHEDULE MAX MIN ELECTRICAL MARK MANUFACTURER MODEL NO. CFM CFM S,P. VOLT/PHASE REMARKS VAV-1 ENVIRO—TEC SDR-14 2000 500 .5 EXIST. 1,2 ENTERING AIR TEMPERATURE = 557 1, EXISTING TERMINAL UNIT TO REMAIN. REFURBISH AS NECESSARY FOR PROPER OPERATION. THIS WORK SHALL BE BY LANDLORD'S HVAC CONTRACTOR AT THE TENANT'S EXPENSE. 2. VERIFY CONTROL OPTION SD7015 AND ELECTRICAL CHARACTERISTICS IN FIELD. 3. REBALANCE VAV BOX TO CFM SHOWN ON DRAWINGS. II KEYED NOTES RISER Dlr__%'ft-w'*wRAM6 6GHEDULE5 n 1155 OLIVETTE EXECUTIVE PARKWAY SUITE 100 OLIVETTE, MISSOURI 63132 PH: 314 * 721 * 1340 FAX: 314 * 721 * 0344 SttA�G•Mw4wi Ad ifica cap LLtr IM Lakin WiOiwn St. Lou* UO &l 7fi case T 636-349-1600 F 636-349-1730 www.acdi&cncmx E N a r N E E R 1 N 0 COPYRIGHT 02005 EPOCH DESIGN GROUP ARCHITECTS ALL RIGHTS RESERVED 3/24/05 3 POLICE/OWNR COMMENTS 3/16/05 2 BUILDING COMMENTS 2/25/05 1 OWNR/LLjBLG COMMENTS date: Q lrovislon: sear; job name: *,.WA ANA, CA MAMV PLACE MALL SPACE NO.' 1020 STORE NO.' 747/87 MECHANICAL PLAN iiv WNLLLN dates 02/11/05 ME1 job no: 05007 A, FABRICATE AND INSTALL GALVANIZED SHEET METAL DUCTWORK FOR VELOCITIES LESS A. ALL PIPING AND HEADS SHALL BE INSTALLED PER LATEST EDITION OF NFPA 13, H. VISIT THE SITE AND VERIFY ALL EXISTING CONDITIONS WHICH WiLL AFFECT THE WORK. SPRINKLER REQUIREMENTS FOR MAINPLACE: THAN HEAD SPACING SHALL BE BASED UPON THE ORDINARY HAZARD SCHEDULE. ALL PROVIDE ALL REQUIRED PIPING AND OR REVISIONS TO PIPING AS NEEDED FOR A ESS 2" WATER LESS THAN 2000 FEET PER MINUTE AND STATIC PRESSURES OF L SPRINKLER PIPING SHALL BE SCHEDULE 40 BLACK IRON. SCHEDULE 10 PIPING IS COMPLETE SPRINKLER SYSTEM WHICH IS APPROVED AND ACCEPTED BY LOCAL ALL C—CLAMPS (BOTH NEW AND EXISTING) USED TO HANG GAUGE IN ACCORDANCE WITH THE LATEST EDITION OF SMACLOW VELOCITY DUCT PERMISSIBLE IF ACCEPTABLE TO THE LANDLORD, HYDRAULICALLY CALCULATE SYSTEM AUTHORITIES. FIRE SPRINKLER LINES MUST HAVE EARTHQUAKE RETAINING CONSTRUCTION MANUAL. ALL ELBOWS AND BRANCHES FROM THE MAIN IN ALL AND SUBMIT COPIES OF THE CALCULATIONS TO THE AUTHORITY HAVING JURISDICTION STRAPS INSTALLED, SUPPLY AND RETURN DUCTS SHALL BE PROVIDED WITH TURNING VANES. DUCTWORK AND THE LANDLORD, I. SPRINKLER SHOP DRAWINGS UNDER SEPARATE COVER, SUPPLY SPRINKLER SHOP SHALL BE CONSTRUCTED, INSTALLED, SEALED AND INSULATED IN ACCORDANCE WITH DRAWINGS AND APPLY TO BUILDING DEPARTMENT (REQUIRED). EVERY TENANT MUST HAVE ITS OWN SPARE SPRINKLER HEAD THE LATEST EDITION OF THE MECHANICAL CODE, FIBERGLASS DUCTBOARD IS NOT B. PREPARE SHOP DRAWINGS FOR SUBMITTAL TO THE AUTHORITY HAVING JURISDICTION BOX WITH SPARE HEADS AND CORRECT TOOLS REQUIRED TO ACCEPTABLE. A. PROVIDE ALL LABOR AND MATERIAL FOR A COMPLETE PLUMBING SYSTEM AS AND THE LANDLORD BEFORE FABRICATION. J. LANDLORD DESIGNATED CONTRACTOR TO PERFORM ALL SPRINKLER MODIFICATIONS. CHANGE OUT SPRINKLER HEADS. !B. TEST AND ADJUST ALL AiR HANDLING EQUIPMENT TO PROVIDE THE REQUIRED AIR INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. FIELD VERIFY EXISTING C TWO COPIES OF THE APPROVED SHOP DRAWINGS SHALL BE SUBMITTED 74 THE SYSTEM MODIFICATIONS SHALL BE SCHEDULED IN ADVANCE WITH THE LANDLORD'S FIELD REPRESENTATIVE. THE SPRINKLER SYSTEM SHALL BE FULLY CHARGED AND NO SPRINKLER SYSTEM PIPING, HANGERS, OR SWAY BRACING VOLUME WITHIN 10% OF DESIGN CONDITIONS, TEST AND ADJUST ALL AIR DEVICES TO CONDITIONS PRIOR TO SUBMITTING BID, OWNER AND THE LANDLORD PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY, OPERATIONAL WHEN THE CONTRACTOR IS OFF THE SITE. MAY BE COVERED UNTIL A ROUGH INSPECTION 1S COMPLETED THE CFM SHOWN ON THE DRAWINGS. PROVIDE ALL CHANGES REQUIRED TO OBTAIN AND SIGNED FOR BY THE SANTA ANA FIRE DEPARTMENT. CFM QUANTITIES SHOWN ON THE DRAWINGS. TESTING AND BALANCING SHALL BE BY B, FURNISH AND INSTALL STANDARD WEIGHT CAST IRON SOIL PIPE WITH "NO —HUB" D. PROVIDE FOR INSPECTION TESTING AND APPROVAL BY THE AUTHORITY HAVING K, ALL FIRE PROTECTION AND SPRINKLER SYSTEM WORK SHALL BE IN ACCORDANCE WITH AN INDEPENDENT TEST AND BALANCING AGENCY IN ACCORDANCE WITH THE FITTINGS FOR ALL WASTE AND VENT PIPING ABOVE GRADE AND SERVICE WEIGHT JURISDICTION AND THE STATE INSPECTION BUREAU AS REQUIRED. S MALLS INSURANCE AGENCY REQUIREMENTS, NFPA, STATE, COUNTY AND LOCAL FIRE MALLS GENERAL NOTE- PROCEDURES OUTLINED {N THE TESTING AND BALANCING MANUAL AS PUBLISHED BY CAST IRON PIPING WITH APPROVED COMPRESSION JOINTS UNDER FLOOR. MARSHALL, THE OWNER SHALL BE PROVIDED WITH THREE CERTIFIED COPIES OF THE E. PROVIDE SIGNED CERTIFICATE COMPLETION COPIES TO BE GIVEN TO OWNER'S PROVIDE A PERMANENT PVC TUBE TO CONTAIN "AS GUILTS" AIR BALANCE REPORT BEFORE FINAL PAYMENT WILL BE MADE. C. INTERIOR WATER PIPING ABOVE THE FLOOR SHALL BE TYPE L WiTH 95-5 SOLDERED REPRESENTATIVE, INSURANCE REPRESENTATIVE, ANd PROJECT OFFICE. RE ALL SPRINKLER LINES TO BE INSTALLED A MINIMUM OF 24" ABOVE THE CEILING. OF THE TENANT SPACE, JOINTS. VALVES SHALL BE NIBCO S-590 BALL VALVES OR EQUIVALENT. TEST L. 1C. FURNISH AND INSTALL ALL MECHANICAL EQUIPMENT AND OR AiR DEVICES AS WATER PIPING TO 125 LBS. FOR AT LEAST TWO HOURS WITH NO LEAKS BEFORE F. SPRINKLER LINES SHALL BE INSTALLED A5 HIGH AS POSSIBLE. SCHEDULED ON THE DRAWINGS. BIDS SHALL BE BASED ON THE EQUIPMENT COVERING. INSULATE HOT AND COLD PIPING ABOVE THE FLOOR WITH 1" THICK 1 SPECIFIED AND NO SUBSTITUTIONS WILL BE ACCEPTED, FIBERGLASS TYPE WRAP AROUND INSULATION WITH ALL SERVICE JACKET. G. SPRINKLER HEADS IN SALES AREA SHALL BE CONCEALED TYPE WITH WHITE COVER D. FURNISH AND INSTALL ALL SYSTEMS OF HVAC CONTROL (TO INCLUDE CONTROL D, ALL PENETRATIONS OF FLOOR SLAB SHALL BE SAW CUT, GROUTED, AND SEALED PLATES. UPRIGHT PENDANT HEADS SHALL BE USED iN ALL AREAS WITHOUT A CEILING. PENDANT HEADS WITH ESCUTCHEON PLATES SHALL BE USED IN ALL WIRING) TO PROVIDE A COMPLETE SYSTEM. WATER PROOF. STOCKROOM AREAS/RESTROOMS WITH LAY —IN OR GYPSUM BOARD CEILINGS. E. FLEX DUCTWORK SHALL NOT EXCEED 5'-0" IN LENGTH. FLEX DUCTWORK ALLOWED E. CAP ALL UNUSED PLUMBING LINES ASSOCIATED WITH LEASED SPACE AS REQUIRED SPRINKLER HEAD TEMPERATURE RATINGS SHALL BE 1657 IN SALES AND STOCK AREAS AND 2127 IN DISPLAY WINDOWS AND LIGHTING FIXTURE CANOPIES OR AS ONLY IN ACCESSIBLE AREAS PER CODE, ONLY ONE 90 DEGREE ELBOW ALLOWED N BY LANDLORD AND LOCAL INSPECTION AUTHORITIES. REQUIRED BY LANDLORD'S INSURANCE AGENCY AND LOCAL AUTHORITIES. SPRINKLER FLEXIBLE DUCTWORK. F. FURNISH AND INSTALL A BACKFLOW PREVENTER PER MALL CRITERIA, IF REQUIRED. HEADS SHALL BE QUICK RESPONSE TYPE. ALL SEMi—RECCESSED AND CONCEALED IF. ALL ROOF MOUNTED EQUIPMENT SHALL BE MOUNTED A MINIMUM HEIGHT OF EIGHT MEADS SHALL BE WHITE. INCHES ABOVE THE EXPOSED ROOF MEMBRANE, PER THE LANDLORD'S REQUIREMENTS, G. PVC PIPING NOT PERMITTED, MECHANICAL 5FECIFIGATION I FLUM5ING 51='GIFIGATION Fly FROT"'OCTION 5F'GIFICATION MECHANICAL MANpATOW MEASLMS Eglltpnww4 rant! a ear 0 Any appliance for which there is a California standard established in the Appliance Efficiency Standards may be installed only if the manufacturer has certified to the Commission, as specified in those regulations, that the appliance complies with the applicable standard for that appliance, included ore room air conditioners, central air conditioning heat pumps (regardless of capacity, except that requirements for central air conditioning hoot pumps with cooling capacity of 135,000 Btu/hr or more apply to heating performance but not cooling performance), other central air conditioners with a cooling capacity less than 135,000 Btu/hr, fon type central furnaces with input rote less than 400,000 Btu/hr, boilers wail furnaces, floor furnaces, room heaters, unit heaters, and duct furnaces shall have been certified to the California Energy Commission by its manufacturer to comply with the Appliance Efficiency Standards. 0 The following space conditioning equipment may be installed only if the manufacturer has certified that the equipment meets or exceeds oil applicable efficiency requirements listed in $ 112 of the Energy Efficiency Standards: all air conditioners, heat pumps and condensing units .> 135,000 Btu/hr, all water chillers; all gas —fired boilers — 300,000 Btu/hr; all oil —fired boilers ,2 225,000 Btu/hr; and all warm air furnaces and combination warm air furnaces/air conditioning units .? 225,000 Btu/hr. Fan type central furnaces shall not have a pilot light. • Piping, except those conveying fluids at temperatures between 6OF and 105F or within HVAC equipment, shall be insulated in accordance with Standards 9123. • Air handling duct systems shod be constructed, installed, sealed, and insulated as provided in Chapter 10 of the Uniform Mechanical Code. Canb'de (9 Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of 112(d)) shall be installed with on automatic time switch with an accessible manual override that allows operation of the system during off —hours for up to 4 hours. The time switch shall be capable of programming different schedules for weekdays and weekends; and has program backup capabilities that prevent the loss of the device's program and time setting for at least 10 hours if power is Interrupted. 0 Each space conditioning system shall be installed with an occupancy sensor to control the operating period of the system. 0 Each space conditioning system sholi be installed with a 4—hour timer that can be manually operated to control the operating period of the system. 0 Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating thermostat setpoint, 0 Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone shall: not exceed 25,000 square feet, shall be provided with isolation devices, such as valves or dampers, that allow the supply of hooting or cooling to be setback or shut off independently of the other isolation areas; and shod be controlled by a time control device as described above. * Each space conditioning zone shall be controlled by an individual thermostatic control that responds to temperature within the zone. Where used to control heating, the Control shall be adjustable down to 55F or lower. For cooling, the control shall be adjustable up to 85F or higher. Where used to control both heating and cooling, the control shod be capable of TITLE 24 CALCULATIONS 0 Each space conditioning system shall be installed with an occupancy sensor to control the operating period of the system. 0 Each space conditioning system sholl be installed with a 4—hour timer that can be manually operated to control the operating period of the system. 0 Each space conditioning system shall be installed with controls that temporarily restart and temporarily operate the system as required to maintain a setback heating thermostat setpoint, 0 Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zone shall: not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off independently of the other isolation areas,, and sholl be controlled by a time control device as described above, (20 Each space conditioning zone shall be controlled by an individual thermostatic control that responds to temperature within the zone. Where used to control heating, the control sholl be adjustable down to 55F or lower. For cooling, the control shall be adjustable up to 85F or higher. Where used to control both heating and cooling, the control shall be capable of providing a dead bond of at least 5F within which the supply of heating and cooling is shutoff or reduced to a minimum. 0 Thermostats shall have numeric set points in degrees F. (2) Thermostats shall have adjustable setpoint stops accessible only to authorized personnel. (D Heat pumps sholl be installed with controls to prevent electric resistance supplementary heater operation when the heating load can be met by the heat pump alone. Electric resistance supplementary heater operation is permitted during transient periods, such as start—ups and following room thermostat setpoint advance, when controls are provided which use preferential rote control, intelligent recovery, staging, ramping, or similar control mechanisms designed to preclude the unnecessary operation of supplementary heating during the recovery period, Supplementary heater operation is also permitted during defrost, Vamallion (D Controls sholl be provided to allow outside air dampers or devices to be operated at the ventilation rates as specified in these plans, (9 Gravity or automatic dampers interlocked and closed on fan shutdown shall be provided on the outside air intakes and discharges of all space conditioning and exhaust systems. 0 All gravity ventilating systems shall be provided with automatic or readily accessible manually operated dampers in all openings to the outside, except for combustion air openings. t$4 Air Balancing: All space conditioning and ventilation systems shall be balanced to the quantities specified In these plans, in accordance with the National Environmental Balancing Bureau (NEBB) Procedural Standards (1983), or Associated Air Balance Council (AABC) National Standards (1986). ( Outside Air Certification: The system sholl provide the minimum outside air as shown on the mechanical drawings, and shod be measured and certified by the installing licensed C-20 mechanical contractor. 8e11,101 < WSW HeaSp 0 The following service water heating systems and equipment may be installed only if the manufacturer has certified that the equipment meets or exceeds all applicable efficiency requirements listed in the Appliance Efficiency Regulations, or Appendix B, Table B-14. 0 Unfired service water heater storage tanks and backup tanks for solar water heating systems shall have either: external insulation with an R—volue of at least R-12; internal and external insulation with a combined R—value of at least R-16; or sufficient insulation so that the heat loss of the tank surface based on on 8OF woter—air temperature difference sholl be less than 6.5 Btu/hr/sf. 0 if a circulating hot water system is Installed, it shall have a control capable of automatically turning off the circulating pump(s) when hot water Is not required. 0 Lavatories in restrooms of public facilities sholl be equipped with either: — Outlet devices that limit the flow of hot water to a maximum of 0.5 gallons per minute. — Foot actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons pr minute. — Proximity sensor actuated control valves, and outlet devices that limit the flow of hot water to a maximum of 0.75 gallons per minute. - Self -closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.25 gallons/cycle (circulating system). — Self —closing valves, and outlet devices that limit the flow of hot water to a maximum of 2.5 gallons per minute, and 0.5 gallons/cycle (non —circulating system), — Self —closing valves, and outlet devices that limit the flow of hat water to a maximum of 2,5 gallons per minute, and 0.75 gallons/cycle (foot switches and proximity sensor controls), 0 Lavatories in restrooms of public facilities shall be equipped with controls to limit the outlet temperature to 110F. PROJECT NAME THINGS REMEMBERED DATE 02/10/05 PROJECT ADDRESS MAIN PLACE MALL — SANTA ANA, CA Building Permit PRINCIPAL DESIGNER - MECHANICAL TELEPHONE DARRELL CASE 636-349-1600 DOCUMENTATION AUTHOR DARRELL CASE HON T 636—S49-1600 Checked by Data Enfarcamant Agency use Coot& f #R~1 d7M DATE OF PLANS BUILDING CONDITIONED FLOOR AREA ZO CLIMATE NE BUILDING TYPE NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL. [] HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION ❑ NEW CONSTRUCTION E]ADDITION X ALTERATION [] UNCONDITIONED (file offodovit) ME POOLIANMECHANICAL X PRESCRIPTIVE ❑ PERFORMANCE PROOF OF ENVELOPE COMPLIANCE X PREVIOUS ENVELOPE PERMIT ENVELOPE COMPLIANCE ATTACHED STATEMW OF COMPLIANCE This Certificate of Campiionce lists the building features and performance specifications needed to comply with Ports 1 8 California Code Regulations. This to building Title 24, and of the of certificate applies only mechanical requirements. The documentation proporer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR SIGNATURE DATE DARRELL CASE 1 02/10/05 The Principal Mechanical Designer hereby cerUfias that the proposed buNding dr, resented In this set of is the forms the specifications, construction documents consistent with other compliance and works ,with and with any other calculations submitted with this permit application. The proposed building has been designed to meet the mechanical requirements contained In sections 110 through 115, 120 through 124, 140 through 42, 144 and 145. Please check one: i hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the parson responsible for its preparation; and that i am a civil engineer, mechanical engineer or architect. 1 affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537,2 of the Business and Professl n this document as the person responsible for its preparation; and that i am a licensed documents for work that I have contracted to perform. k0Y C �4' i affirm that I am eligible under the ,f%i i '° to Divisi 0 � , rofessions Code by Section Of the r `�' Code to slg #s document as the person responsible for Its preparation; and for the folksin son: ('Mesa sections of the Business and f ioris d} Ifuii In the Nonresidential Manual. PRINCIPAL MECHANICAL DESIGNER -NAME NA RE # � LIC. NO. DATE DARRELL CASE M28031 O2 ill 05. For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual pubiishad by the California Energy Commission. MECH-1: Required on plans for ail aubmittole. Parts 2 may be incorporated in schedules on plans. MECH-2: Required for oil submittals, but may be incorporated in schedules on plans. MECH-3: Required for all submittals unless required ventilation rates and airflows are shown on plans, sea 4.3,4. MECH-4: Required for all procriptive submittals. MECH-5: Optional. Performance use only for mechanical distribution summary, MECHANICAL EQUIPMENT SUMMARY (Part 2 of 2) MECH-2 PROJECT NAME THINGS REMEMBERED °AT€ 02/ 00/05 ®�®�®LEE= �m�mm M■■®M�m�mm IME11111IM10 =��E ® _m®Mm mmmm- _Ell ® ®m�®® mom M0 ME ME 011111IIIIIIIIIIIIII MEN MEN 0 moms®��� .011■-M - �— MEMO , , N© CERTIFICATE OF COMPUANCE (Part 2 of 2) ME-CH-1 PROJECT NAME THINGS REMEMBERED °ATE 02/10/05 SYSi"EM FEATUFES MECHANICAL SYSTEMS SYSTEM NAME VAV-I NOTE TO FIELD TIME CONTROL S SETBACK CONTROL C ISOLATION ZONES 1 HEAT PUMP THERMOSTAT? N ELECTRIC HEAT? N FAN CONTROL N/A VAV MINIMUM POSITION CONTROL? N/A SIMULTANEOUS HEAT/COOL? N/A HEAT AND COOL SUPPLY RESET? N/A HEAT REJECTION CONTROL? VENTILATION B OUTDOOR DAMPER CONTROL? G ECONOMIZER TYPE N O.A. AIR CFM (MECH3, COL. H) - HEXnNG EQUIPMENT TYPE N/A HiGH EFFIC.7 I IF YES ENTER EFF. III N/A MAKE AND MODEL NUMBER N/A COOLING EQUIPMENT TYPE VAV BOX HIGH EFFiC.? I IF YES ENTER EFF. III NO MAKE APIs MODEL. NUMBER NUM ENVIRO -TEC SDR-14 PIPE INSULATION REQUIRED? PiPE/DUCT INSULATION PROTECTED? --- HEATING DUCT LOCATION R-VALUE PLENUM % 2.1 COOLING DUCT LOCATION R-VALUE PLENUM / 2A VERIFIED SEALED DUCTS IN CEILING/ROOF SPACE VAN FLOW I NO CODE TABLES: Enter code from table below into columns above. Y THE CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL HEAT PUMP THERMOSTAT? s, Prop. shot, o: Oooaponap s,rao► W Manual iknor Na Nsotkg C: cooare a lace+ E0VW Nwdw of Uototlon Zola. I: him vans P1 v46" Pitch r vFO ottw � oars ELECTRIC HEAT? VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? yMuTION OUTDOOR DAMPER ECONOMIZER O.A. CFM HEAT AND COOL SUPPLY RESET? B: Ax 6d011a c 04" Air Con. w: out Air mmure o: C,rnad CoWal Ns Noawas Ar ALfa Of GreNity Ai Ax ,n wow It Not Rws*W EC: Eaaeamk,r Ss t" Eaar 08*n omw Air CFM. Notes TMs .last W no 1.eon 0*" N IMM-3 HIGH EFFICIENCY? PIPE INSULATION REQUIRED? PIPE/DUCT INSULATION PROTECTED? SEALED DUCTS IN CEIUNG/ROOF SPACE? Nonresidential Compliance Form January 2001 MECHANICAL VENTLATICNV MECH-3 PROJECT NAME THINGS REMEMBERED DarE 02/10/05 MECHANICAL V941 AU M ® a o 0 0 0© o© o AREA BASIS OCCUPANCY BASIS REQ'D O.A.OUTDOOR MAX. OF 0 OR G) DESIGN AR CFM VAV IN. CFM NSFE AiR CFM C SF MIN CFM (8 x C) Na. OF PEOPLE CFM PER PERSON MIN. CFM (E X 15) ZONE/ SYSTEMPER 1 FAREA 02 393.2 31 15 465 465 470 TOTALS (FOR MECH-4) 8EMinimum Ventilation Rate par Section #121, Table 1-F Based on Expected Number of occupants or at least SOX of Chapter 10 1997 UBC occupant density. © Must be greater han or equal to H, or use Transfer Air. Design outdoor air includes ventilation from supply air system dt exhaust fans which Operate at design conditions, Must be greater than or equal to (H-1), and, for VAV, greater than or equal to (H-J). Nonrasidentlai Compiloce Form %k 204t i Ell 0011111111 MI El HIM MISIM �® '+ ®®�® no R SYSTEM NAME SYSTEM NAME FAN TYPE MOTOR 40CATKNr CFM BHP MOTOR ffF DRIVE EFF. N/A MECHANICAL SIZING AND FAN POWER MECH-4 PROJECT NAME THINGS REMEMBERED DATE 02/10/05 SYSTEM NAME VAV-1 �� i 966 NOTE: Provide one copy of this form for each mechanical system when using the Proscriptive Approoah, 1. DESIGN CONDITIONS: COOLING HEATING -OUTDOOR, DRY BULB TEMPERATURE (Appendix C) $5 39 —OUTDOOR, WET BULB TEMPERATURE (Appendix C) r�s -INDOOR, DRY BULSee B TEMPERATURE 1993 ASHRAE handbook, 75 2. SIZING: Chap, S. Fig. 5) -DESIGN OUTDOOR AR 0 -- -ENVELOPE LOAD -- -- -LIGHTING 27451 27,5 -PEOPLE 31 13,9 -MiSC. EQUIPMENT -OTHER -- (Describe) -- -- -OTHER -- (Describe) -- -- "OTHER -- (Describe) TOTALS �- -- OTHER LOADS/SAFETY FACTOR (i.21 for cooling, 1.43 for hooting) 4,2 1.4 MAXIMUM ADJUSTED LOAD (Totals from above X Other Load Safely Factor) 49,7 -- 3. SELECTION: INS7ALLE0 EQUIPMENT CAPACITY 42,3 IF INSTALLED CAPACITY EXCEEDS MAXIMUM KBtu/Hr KBtu/Hr ADJUSTED LOAD. EXPLAIN EXISITNG VAV BOX FAN POWE 04NBUMP"11dV ® ® no o a a DESIGN EFFICIENCY NUMBER PEAK WATTS CFM FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS Bx€x746/(Cx0) (st,N+aLY FANS) N/A NOTE: include only tan systems exceeding 23 HP (ass ; 144). TOTALS Total Fan System Power Demand may not exceed 0.8 Watts/CFM for TOTAL FAN constant volume systems or 1.25 wotta/CFM for vav systems. POWER DEMAND i�_i WATTS/CFM .. F/ Col. a NonresideMiol Compliance Farm Janus 2001 r-7 I lot 1155 OLIVETTE EXECUTIVE PARKWAY SUITE 100 OLiVETTE, MISSOURi 63132 PH: 314 * 721 * 1340 FAX: 314 * 721 * 0344 �.� r-7 I lot 1155 OLIVETTE EXECUTIVE PARKWAY SUITE 100 OLiVETTE, MISSOURi 63132 PH: 314 * 721 * 1340 FAX: 314 * 721 * 0344 �.� Adifica T 636.349-1600 F 536-344-1730 'vrw.,eatac,.cam E N G 1 N E E R I N fi COPYRIGHT 02005 EPOCH DESIGN GROUP ARCHITECTS ALL RIGHTS RESERVED 3/24/05 3 POLICE/OWNR COMMENTS 3/16/05 2 BUILDING COMMENTS 2/25/05 1 OWNR/LL/BLG COMMENTS deafer Q revision: job name: SPACE NO.: 102f} sroW n1o: 747I87 MECHANICAL TITLE 24 CALCULATION JJV scale: As SHOWN dates 02f11f05 set nos ME2 'Ica nas 05007 n ELECTRICAL CEILING PLAN- 56ALE: 1/4. , „o. 1. GENERAL: THE WORK COVERED IN THIS SPECIFICATION INCLUDES ALL WORK REQUIRED TO COMPLETE THIS REMODEL AND AS INDICATED ON THESE PLANS AND SPECIFICATIONS. CONTRACTORS SHALL VISIT THE JOB SITE PRIOR TO BIDDING. BIDS SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS. FIELD VERIFY LANDLORD'S ELECTRICAL AND TELEPHONE EQUIPMENT AND DISTANCE FROM LEASED SPACE. NO CLAIMS FOR EXTRAS RESULTING FROM LACK OF KNOWLEDGE OF EXISTING SITE CONDITIONS SHALL BE APPROVED, 2. CODES: CONTRACTOR SHALL COMPLY WITH ALL CODES, ORDINANCES, ETC. THAT ARE APPLICABLE TO THIS JOB. THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE SHALL BE THE MINIMUM GUIDE, 3. SHOP DRAWINGS: SHOP DRAWINGS (THREE SETS) SHALL BE PROVIDED TO OWNER FOR APPROVAL BEFORE ANY CONTRACTOR PROVIDED EQUIPMENT IS ORDERED. SHOP DRAWINGS ARE TO INCLUDE ALL DIMENSIONS, CHARACTERISTICS AND OPERATION INSTRUCTIONS, 4. MINOR DEVIATIONS: DIMENSIONS AND LOCATIONS ARE TO BE VERIFIED AT JOB AND PROPER ADJUSTMENTS ARE TO BE MADE WITHOUT COST TO OWNER CONTRACTOR IS RESPONSIBLE FOR COORDINATING NEW WORK WITH EXISTING CONDITIONS. 5. AMBIGUITY OF PLANS: CONTRACTOR TO OBTAIN ANSWERS FROM ARCHITECT TO ANY QUESTIONS REGARDING THIS JOB BEFORE BIDDING, INTERPRETATION OF ARCHITECT WILL PREVAIL. 16. CLEANING: ALL LIGHT FIXTURES TO BE THOROUGHLY CLEANED BEFORE STORE OPENING TO INSURE REMOVAL OF CONSTRUCTION DUST AND RESIDUE, 7. MATERIALS AND WORKMANSHIP: CONTRACTOR SHALL USE ONLY NEW AND PERFECT MATERIAL, FREE FROM DEFECTS AND SHALL USE ONLY QUALIFIED PERSONNEL TO PERFORM THIS WORK, 8. RACEWAYS: ALL ELECTRICAL SYSTEM SHALL BE INSTALLED IN METALLIC CONDUIT. SELECTION AND INSTALLATION OF RACEWAYS SHALL BE GOVERNED BY METHODS THAT ARE IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE. ALL PASSAGE OPENINGS FOR RACEWAYS SHALL BE PATCHED TO THE ORIGINAL CONDITION OF THE WALL OR ROOF BEFORE THE OPENING WAS MADE FOR EXAMPLE, WATERPROOF, ETC. 9. CONDUCTORS: ALL CONDUCTORS SHALL BE SOFT DRAWN, ANNEALED COPPER, WITH 600V INSULATION: #10 AND SMALLER — SOLID WITH SINGLE BRAID. #8 AND LARGER — STRANDED WITH AT LEAST DOUBLE BRAID, ALL WIRING TO BE 2 #12, UNLESS OTHERWISE NOTED. #14 MAY BE USED FOR CONTROL APPLICATIONS, ALL LOW VOLTAGE WIRING NOT REQUIRED TO BE IN i CONDUIT SHALL BE FIRE RETARDANT PLENUM RATED. ALL WIRE AND CABLE SHALL BE NEW AND SHALL BE BROUGHT TO THE SITE IN 1 UNBROKEN PACKAGES, GENERAL WIRING SHALL HAVE THW, THHN, OR THWN INSULATION. ALUMINUM CONDUCTORS ARE NOT PERMITTED. WIRE CONNECTORS SHALL BE EQUAL TO SCOTCHLOCK FOR #8 AND SMALLER, AND T&B "LOCK—TITE" FOR #6 AND LARGER. WIRES SHALL BE COLOR CODED AND FOLLOWED THROUGHOUT FOR FEEDERS AND BRANCH CIRCUITS: 120/208 Y VOLTS 2ZZ/480 y VO PHASE QOI.OR PHASE COLD A BLACK A BROWN B RED B ORANGE C BLUE C YELLOW NEUTRAL WHITE NEUTRAL WHITE W/TRACER GROUND GREEN GROUND GREEN 10, BOXES AND FITTINGS: BOXES AND FITTINGS SHALL BE NEW, TOP QUALITY AND LOCATED WHERE REQUIRED TO INSTALL THE CONDUCTORS IN COMPLIANCE WITH THE PREVAILING CODES. APPROVED MANUFACTURES ARE: STEEL CITY, RACO OR APPLETON. A. SHEET METAL BOXES: NEMA OS 1. B. CAST METAL BOXES: NEMA FB 1, TYPE FS OR FD, CAST FERROALLOY BOX WITH GASKETED COVER. C. BOXES IN FIRE —RATED WALLS SHALL HAVE A FIRE —RATING EQUAL TO OR GREATER THAN THE RATING OF THE WALL. 11, RECEPTACLES AND TOGGLE SWITCHES: RECEPTACLES (P&S #5362—W), DEDICATED GROUND RECEPTACLES (P&S #5362—ARED), GFCI RECEPTACLES (P&S #2091—W) AND TOGGLE SWITCHES (P&S #20AC2—W) SHALL BE RATED FOR 20 AMPERES, 120/277 VOLTS A.C. AND SHALL BE SPECIFICATION GRADE AND SHALL BE WHITE UNLESS NOTED OTHERWISE. 12, DEVICE PLATES: DEVICE PLATES SHALL BE WHITE PLASTIC (P&S #P-8—W) UNLESS NOTED OTHERWISE, 13. GROUNDING: GROUNDING SHALL BE PROVIDED THAT COMPLIES WITH THE REQUIREMENTS OF THE N.E.C. 14. LIGHTING FIXTURES: UNLESS INDICATED OTHERWISE, ALL LIGHT FIXTURES AND LAMPS ARE TO BE PROVIDED BY OWNER, CONTRACTOR IS RESPONSIBLE FOR RECEIVING, INSPECTING FOR SHORTAGE OR BREAKAGE, STORING, PROTECTING FROM THEFT OR DAMAGE AND INSTALLING IN THE PROPER MANNER, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH OTHER TRADES, SCHEDULES, CEILING SYSTEMS, ETC, 15. SAFETY AND DISCONNECT SWITCHES: PROVIDE SAFETY AND DISCONNECT SWITCHES, FUSED OR NON —FUSED, AS CALLED FOR ON DRAWING AND AS REQUIRED BY CODE, SWITCHES SHALL BE HEAVY DUTY, LOAD AND HORSEPOWER RATED, EQUAL TO GE TYPE TH, AS MANUFACTURED BY SQUARE—D, GENERAL ELECTRIC, OR SIEMENS. SWITCH ENCLOSURE TO BE SUITABLE FOR APPLICATION, 16. POWER SERVICE: SEE ELECTRICAL RISER DIAGRAM, 17, GUARANTEE: CONTRACTOR, BY SUBMITTING BID TO DO THIS WORK GUARANTEES ALL MATERIAL AND WORK FOR A PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION OF THIS WORK, TO BE FREE OF ANY DEFECTS, AND WILL PROMPTLY CORRECT ANY DEFECTS THAT MIGHT DEVELOP AT NO COST TO THE TENANT. ALL LIGHT FIXTURES WIRING METHODS, ETC. WITHIN A PLENUM CEILING MUST BE "PLENUM APPROVEDI' AS PER LOCAL ORDINANCES. REUSE OF EXISTING ELECTRICAL EQUIPMENT IS SUBJECT TO BUILDING DEPARTMENT APPROVAL. GENERAL CONTRACTOR SHALL DETERMINE IF AN UPGRADE OF EXISTING ELECTRICAL SYSTEMS IS REQUIRED TO COMPLY WITH CURRENT CODES AND LANDLORD DESIGN CRITERIA PRIOR TO BIDDING. VERIFY REQUIREMENTS (IF ANY) WITH THE BUILDING DEPARTMENT AND LANDLORD'S OPERATIONS MANAGER, ALL COSTS OF UPGRADING SHALL BE INCLUDED IN GCS BID, ALL WORK IN LANDLORD SPACE SHALL BE BY A LANDLORD APPROVED ELECTRICAL CONTRACTOR AT THE GENERAL CONTRACTOR'S EXPENSE. MALL REVIEWER'S COMMENTS VERIFY ALL CONDITIONS IN FIELD ALL VOLTAGE WIRING SHALL BE IN CONDUIT NO COMBUSTIBLES ABOVE CEILING i.e, TRANSFORMERS, WATER HEATERS ETC., NO OVERCURRENT PROTECTION DEVICES IN TOILET ROOMS, ALL PANELS SHALL HAVE A TYPED LABELS. WIRE IN PLENUM (TEFLON OK MUST HAVE METAL JACKETS). THIS CONTRACTOR TO COORDINATE FINAL ELECTRICAL HOOK—UP WITH ON —SITE AUTHORITY, SEE LANDLORD'S TENANT MANUAL SHEET E9 & E10. GENERAL CONTRACTOR SHALL ARRANGE FOR TEMPORARY CONSTRUCTION POWER, ALL WIRING TO BE DONE BY A LICENSED ELECTRICIAN INCLUDING 24 VOLT CONTROL WIRING — SECTION 1410A OF MASS. GENERAL LAWS, LABEL TENANT ELECTRICAL SERVICE BY LANDLORD IN TENANT SPACE WITH THE TERM „FEEDER". NO TRANSFORMERS UNDER TENANT PANEL BOARDS. REFER TO ART. 110-16 OF MASS, ELECTRICAL CODE. FURNISH AND INSTALL 120 VOLT, 10 NON —FUSED DISCONNECT SWITCH ABOVE ACCESSIBLE CEILING FOR SIGN. SIGN CONTRACTOR TO MAKE ALL CONNECTIONS, ETC. FROM LOAD SIDE OF THIS SWITCH TO SIGN. FURNISH AND INSTALL DEDICATED #10 COPPER GROUND WIRE FROM EQUIPMENT GROUND BUS IN PANEL FOR EACH CIRCUIT SERVING SIGN, DO NOT USE CONDUIT AS A GROUND. VERIFY EXACT LOCATION WITH SIGN CONTRACTOR. 120 VOLT, 10 WHITE DUPLEX RECEPTACLE MOUNTED IN CEILING FOR SHOW WINDOW REQUIREMENTS, CONNECT EXIT SIGN TO UNSWITCHED EMERGENCY/EXIT LIGHTING CIRCUIT LP-2. CONNECT EMERGENCY EGRESS LIGHTING FIXTURE TO THE EMERGENCY/EXIT LIGHTING CIRCUIT LP-2, ROUTE CIRCUIT THRU TIME CLOCK, SEE SHEET E-2 FOR MORE INFORMATION, VERIFY "SWD" TYPE CIRCUIT BREAKER, FURNISHED BY THINGS REMEMBERED, FOR THIS CIRCUIT PER NEC 240-83(d). INSTALL OWNER FURNISHED SPEAKERS IN CEILING AS DIRECTED BY OWNER'S REPRESENTATIVE, CONTROL 24C/CT, KEYED NOTES ELECTRICAL SYMBOLS SYMBOL DESCRIPTION 0------ CONDUIT UP +2" UNLESS NOTED �----- CONDUIT DOWN -- —. — CONDUIT BELOW FLOOR CONDUIT IN CEILING OR WALL 2 #12 THWN—CU —}}-- 3 #12 THWN—CU IN 1/2" CONDUIT (2 CIR, & 1 NEUTRAL WIRES) 4 #12 THWN—CU IN 3/4" CONDUIT (3 CIR. & 1 NEUTRAL WIRES) 3 #12 THWN—CU IN 1/2" CONDUIT (1 CIR, WITH DEDICATED GND) ,.ti. HOME RUN Q JUNCTION BOX 20A, 1 P. 125V, GROUNDING TYPE DUPLEX RECEPTACLE E' 20A, 1 P, 125V, DEDICATED GROUNDING TYPE DUPLEX RECEPTACLE C'►� 20A, 1 P, 125V, GFCI TYPE DUPLEX RECEPTACLE TF 20A, 1 P, 125V, GROUNDING TYPE DOUBLE DUPLEX RECEPTACLE 20A, 1 P, 125V, DEDICATED GROUNDING TYPE DOUBLE DUPLEX RECEPTACLE LOW VOLTAGE BELL CLOCK TYPE RECEPTACLE EXHAUST FAN $ LIGHT SWITCH $ MS MOTION SENSOR SWITCH (HUBBELL #ATP1277W) ► TELEPHONE OUTLET OGIlo INCANDESCENT FIXTURE. TYPE "G", CIRCUIT #11. SWITCH o. ® FLUORESCENT FIXTURE #------I 1 LAMP STRIPLIGHT DI DISCONNECT SWITCH LV LOW VOLTAGE +12" 12" ABOVE FLOOR LINE OF AREA WHERE SHOWN O POWER PANEL SHOW/NOTE LIGHT AND VETILATION REQUIREMENTS ON THE PLANS IN ACCORDANCE WITH THE CBC REQUIREMENTS FOR EACH TYPE OF USE, FOR RESTRICTIONS ON THE USE OF CORRIDORS TO CONVEY AIR, SEE CHAPTER 6 OF THE MECHANCIAL CODE. t5UILIDING NOTES., LIGHT FIXTURE SCHEDULE w CATALOG NUMBERS QUANTITY 0- MFR, DESCRIPTION VA FIXTURE LAMP FIXT LAMP TA JUNO T2—WH — 2'-0" LIGHT TRACK 0 — — TB JUNO T4—WH — 4'-0" LIGHT TRACK 4 — — TC JUNO T8—WH — 8`-0" LIGHT TRACK 8 — — TD JUNO T6—WH — 6'-0" LIGHT TRACK 2 — — TE JUNO T34—WH _ CONDUIT ADAPTER WITH 1 /2 CONNECTOR 10 — — TF JUNO T23—WH — SHORT IN —LINE CONNECTOR 4 — — JA JESCO SP5-35 SP—PC 1-35WT5 58" FLUORESCENT STRIP 1 1 42 JB JESCO SP5/35 SP/PC 1-35WT5 58" FLUORESCENT STRIP 10 10 42 JUNO T33WH IN CASE WITH TRACK ADAPTER JC JESCO SP5/28 SP/PC 1-28WT5 46" FLUORESCENT LIGHT BOX 0 _ _ JUNO T33WH IN CASE WITH TRACK ADAPTER JD JESCO SP5/21 SP/PC 1_21W178 34" FLUORESCENT LIGHT BOX 4 4 24 JUNO T33WH IN CASE WITH TRACK ADAPTER K JUNO T220—WH (1)50W PAR20 CLOSE UP TRACK HEAD 12 12 50 L JUNO T231—WH (1) 50P L25 / CLOSE UP TRACK HEAD 50 50 50 M JUNO XR30101WH/ (1)50PAR30/ AVIO RECESSED 1—LAMP W/ 10 10 50 X30101WHTC2 HIR/NFL AIRFOIL N JUNO XR30301WH/ (3)50PAR30/ AVIO RECESSED 3—LAMP W/ 14 42 150 X30301WH HIR/NFL25 AIRFOIL P JUNO CV6-126/32T/ (1)Q32TBX/ COMPACT FLUORESCENT 14 14 34 600HZ—WH 35 A/4P EO DOWNLIGHT Q JUNO TC44/447HZ— (1)Q50MR16/ ADJUSTABLE RECESSED 10 10 50 WH C/CG/15 DOWNLIGHT R INDY 487R-20E— (1)CMH2O/T/ 20W T4 HID ADJUSTABLE 17 17 21 SAC—SP U/830/012 RECESSED DOWNLIGHT S JUNO TLP78WHTLP320 (1)JC12V35W MONO PENDANT FIXTURE 2 2 35 INFERNOTL540WH T FOCAL FSK44B4T5HO (4)F28WT5/ 4' x 4' T5HO RECESSED 2 8 116 POINT S120GPS 835 COFFER U CRESCENT SCF132 (1) 32W T8 4'-0" 1—LAMP FLUORESCENT 8 8 34 152Y 120V STRIP W PATTON 608ORL 1-60A/90WM FANLIGHT COMBO 1 1 60 WL CRESCENT SW8120121Y 1—FCO/T12 OVER SINK FLUORESCENT 1 1 20 X DUAL— LXURWE LED BATTERY BACKUP EXIT SIGN. 3 — 4 LITE WITH UNIT MOUNT CENTERED ON DOORXA DUAL— LEWSRXWE LED EDGE LIT EMERGENCY 1 �' 4 LITE WITH UNIT EXIT SIGN EM DUAL— LITE LZ-2 WITH UNIT WALL MOUNTED BATTERY BACKUP EMERGENCY LIGHT 4 _ 8 JUNO/ CV6-1Z /32T {1)Q32TBXf COMPACT FLHT UORESCENT EMC H32C-4P 35jA/4P/EO EMERGENCY WPOWER PACK 4 4 34 DUAL LITE ECFP LIGHTING FIXTURES FURNISHED BY "THINGS REMEMBERED" FOR INSTALLATION BY THIS CONTRACTOR. I ELECTRICAL SPECIFICATIONS I GENERAL NOTES I —� ELECTRICAL SYMBOLS I LIGHTING FIXTURE SCHEDULE � 1155 OLIVETTE EXECUTIVE PARKWAY SUITE 100 OLIVETTE, MISSOURI 63132 PH: 314 * 721 * 1340 FAX: 314 * 721 * 0344 Ad ifica g case T 6363494600 F 636.349-17M WwAedircacmn E N o I N E E R I N O COPYRIGHT a 2005 EPOCH DESIGN GROUP ARCHITECTS ALL RIGHTS RESERVED 3/24/05 3 POLICE/OWNR COMMENTS 3/16/05 2 BUILDING COMMENTS 2/25/05 1 OWNR/LL/BLG COMMENTS d Q t e: p r e v I s I o n: $ 0 a 1; job nam•: IIf10: ELECTRICAL CEILING PLAN SMQ s c a I •: AS SHOWN dote: 02/11/05 lob no: 05007 z ELECTRICAL POWER PLAN, xnLe. vn" , o-o. DESCRIPTION CONNECTED FACTOR ?k LIGHTING = 7,823 VA 1.25 SIGN = 1,200 VA 1.25 RECEPTACLES = 2,040 VA 1,00 WATER HEATER = 750 VA 1.00 P.O.S./ENGRAVING = 1,560 VA 1.00 MISC. = 2,300 VA 1,00 TOTAL DESIGN LOAD = 15,673 VA 17,929 VA f (208 x 1,73) = 49,8 AMPS DESIGN DEMAND 9,779 VA 1,500 VA 2,040 VA 750 VA 1,560 VA 2,300 VA 17,929 VA LP-34,36 LP-35 TRANSFORMER = 15,673 VA -- 17,929 VA TOTAL DESIGN LOAD = 15,673 VA 17,929 VA 17,929 VA f (480 x 1,73) = 21,6 AMPS DESIGN �k LIGHTING BASE ON ACTUAL LIGHTING FIXTURE LOAD. (NOT 75 WATTS PER FOOT FOR TRACK), ELECTRICAL LOAD GALGULATIONS VERIFY ALL CONDITIONS IN FIELD ALL VOLTAGE WIRING SHALL BE IN CONDUIT NO COMBUSTIBLES ABOVE CEILING i.e. TRANSFORMERS, WATER HEATERS ETC_ NO OVERCURRENT PROTECTION DEVICES IN TOILET ROOMS. ALL PANELS SHALL HAVE A TYPED LABELS, WIRE IN PLENUM (TEFLON OK MUST HAVE METAL JACKETS). THIS CONTRACTOR TO COORDINATE FINAL ELECTRICAL HOOK—UP WITH ON —SITE AUTHORITY, LABEL TENANT ELECTRICAL SERVICE BY LANDLORD IN TENANT SPACE WITH THE TERM „FEEDER". GENERAL NOTES LP-16,18 LP-30 9 LP-8,10 C�J 1 P17,19 locz K151 L15 IL15 L15 L15 K151 L15 05 L16 L15 { K15t' J815�3 f '`-STUB UP 13 is 9 JB23 10 JB23 K23111 1_23 1_2311 L23 li K23 III L23 11.23 1_231 L23 ELECTRICAL. PANEL SCHEDULE PANEL LP oW z8 DESCRIPTION OF LIGHTING EQUIPMENT DESCRIPTION TRIP AMPS TOTAL WATTS ABC TOTAL WATTS TRIP AMPS EQUIPMENT DESCRIPTION DESCRIPTION OF LIGHTING w ' 8 zw --- SIGN VIA TC 0 20/1 1200 1 2 250 20/1 --- EMERGENCY & NIGHT - 2 STOREFRONT VIA TC --- 0 20/1 630 3 4 680 20/1 • --- STOCK AREA - SALES AREA --- 20/1 540 5 6 360 20/1 RECEPTACLES --- 2 SALES AREA ---- 20/1 1250 7 8 360 20/1 • P.O.S, --- 2 - SALES AREA --- 20/1 1250 9 10 720 20/1 RECEPTACLES --- 4 SALES AREA --- 20/1 950 11 12 200 20/1 • CRT --- 1 SALES AREA --- 20/1 810 13 14 400 20/1 ♦ ENGRAVER --- 2 - 16' DISPLAY TRACK --- 20/1 1200 15 16 200 20/1 0 CRT --- 1 ` - 16' DISPLAY TRACK --- 20/1 1200 17 18 400 20/1 0 ENGRAVER --- 2 - 16' DISPLAY TRACK --- 20/1 1200 19 2 J.-.. , _..20 ,w1..._.. _ SPARE _-.,,- - 16' DISPLAY TRACK --- 20/1 1200 21 22 180 20/1 0 RECEPTACLE --- - 16' DISPLAY TRACK --- 20/1 1200 23 24 -' 6D0 `' '-20/fi "PLUGM61,131 - 16' DISPLAY TRACK --- 20/1 1200 25 26 -- 20/1 SPARE --- - - --- SPARE 20/1 -- 27 28 -- 20/1 SPARE --- - --- SPARE 20/1 -- 29 30 200 20/1 TTB --- 1 - --- SPARE 20/1 -- 31 32 -- 20/1 SPARE --- - --- SPARE 20/1 -- 33 34 200 20/1 STEREO --- 1 - --- WATER HEATER 9 20/1 750 35 36 300 20/1 DESK --- 1 -. --- SPARE 20/1 -- 37 38 1200 20/1 GRILL --- --- SPARE 20/1 -- 39 40 100 20/1 VAV CONTROLS --- TIME SWITCH • 20/1 100 41 42 , ,, - 20/1 1 SPARE --- *INDICATES THIS CIRCUIT TO TOTAL WATTS' _A 7870 �, PANEL LIP 3 PHASE 4 WIRE RECEIVE HANDLE LOCK —ON CLIP, B 6360 120/208 VOLTS TC INDICATES CIRCUIT TO ROUTE THRU TIMEGLOGK C 6800 59.3 AMPS MAIN 100 AMP C.B. BOLT -ON TYPE BREAKERS TOTAL CONNECTED LOAD 21350' t, _.. ,,.....,`, ., Y' .�.r....,.. r,...-�r✓-., yr _..,,v..„...�..._...v. �,- .,fir. v. �;.. _.V. Y,.......'wi ,_,..r\ .-...- - _ 1. LANDLORD'S NOTE: MAIN SERVICE FROM LANDLORD I5 277/480 VOLT. SEE RISER DIAGRAM FOR, DCONNGTyAND TRANSFORMER DETAILS, i "ELECTRICAL t"00-004"ANEL 6CHEDULE5 ,23,25 7 1 0 JD17 • • 4 i FURNISH AND INSTALL JUNCTION BOX WITH PLASTER RING AT 66" AFF FOR SPEAKER WIRING HOMERUNS WITH BLANK STANDARD COVERPLATE. VERIFY EXACT LOCATION WITH OWNER'S REPRESENTATIVE. 0�,3 4" CONDUIT WITH CONTINUOUS PULL WIRE FOR CASHWRAP DAT ()1111 TI.,� EQUIPMENT, 3 REMOTE SENSOR BY OTHERS, MOUNT AT +5'-0" ABOVE FINISHED FLOOR. FURNISH AND INSTALL CONDUIT TO THERMOSTAT AT MANAGER'S DESK WITH PULL WIRE. FIELD VE IFY LOCATIONS. 3 L' ! INSTALL PLUGMOLD FURNISHED BY OWNER AT 37" AFF, Lf FURNISH AND INSTALL SERVICE DOOR SIGNAL WITH EQUIPMENT AS FOLLOWS: A. PUSHBUTTON ---- EDWARDS 1786C-B MOUNT AT +4'-0" AFF. B. BUZZER ------- EDWARDS 15-3E1 MOUNT ABOVE CEILING, C. TRANSFORMER --- EDWARDS #596 MOUNT ABOVE CEILING. VERIFY "SWD" TYPE CIRCUIT BREAKER, FURNISHED BY THINGS REMEMBERED, FOR THIS CIRCUIT PER NEC 240-83(d). FURNISH AND INSTALL WHITE DUPLEX RECEPTACLE AND DEVICE PLATE +12" AFF TO CENTERLINE. �./ DOUBLE DUPLEX RECEPTACLE BY FIXTURE MANUFACTURER (1 DEDICATED DUPLEX RECEPTACLE AND CONVENIENCE DUPLEX RECEPTACLE), WIRE GROUND WIRE (GREEN #12 THWN) FROM GROUND LUG ON DEDICATED RECEPTACLE TO EQUIPMENT BUS, DEDICATED GROUND RECEPTACLES ALSO TO HAVE SEPARATE WHITE NEUTRAL WIRE FROM AC COMMON LUG ItV PANEL TO DEDICATED GROUND RECEPTACLE WITHIN CASHWRAP, MOUNT FLUORESCENT STRIP UGHV IN CASEWOO�k. SEE SECTION ON F DRAWINGS FOR MOUNTING. 10 MOUNT TRACK IN CASEWORK. SEE SECTION ON F DRAWINGS FOR MOUNTING. 11 JUNCTION BOX WITH 3/4" CONDUIT WITH CONTINUOUS PULL WIRE FOR CASH REGISTER, 12 CONDUIT WITH PULL WIRE AS REQUIRED BY TELEPHONE OR OTHER GOVERNING AUTHORITY. INSTALLATION MUST RESULT IN A TELEPHONE RACEWAY SYSTEM, VERIFY REQUIREMENTS OF SIZE, LOCATION, ETC. FIELD LOCATE EXISTING INCOMING TELEPHONE SERVICE CONDUIT AND EXTEND AS REQUIRED FOR CONNECTION TO NEW TELEPHONE EQUIPMENT, 13 CONDUIT FOR CASEWORK SHALL BE INSTALLED CONCEALED IN OR UNDER THE SLAB AS DIRECTED BY LANDLORD. 14 ROUTE CONDUIT THROUGH BASE OF CASHWRAP, 15 FURNISH AND INSTALL 120 VOLT, 10, JUNCTION BOX ABOVE CEILING AND EXTEND WHIP DOWN IN WALL TO 8'-0" AFF AND INTO FEATURE HEADER AND CONNECT TO LOW VOLTAGE TRACK. CONNECT TRACK COMPLETE AND READY FOR OPERATION, 1 fi 3/4" CONDUIT WITH CONTINUOUS PULL WIRE FROM CASHWRAP TO MANAGERS DESK, 17 JUNCTION BOX WITH MUD RING, COVERPLATE & 3/4" CONDUIT WITH CONTINUOUS PULL WIRE FROM CASHWRAP, SEE NOTE 16, �� R It$N D ST L GFI EP CL FOR 0.75 KW WATER HEATER, a 19 THERMOSTAT BY OTHERS, MOUNT AT +36" ABOVE FINISHED FLOOR. FURNISH AND INSTALL 3/4" CONDUIT TO HVAC UNIT WITH PULL WIRE, FIELD VERIFY LOCATIONS. O 120 VOLT, 10, RECEPTACLE IN CASEWORK BY OTHERS. FURNISH AND I TA J CTION BOX ABOVE FINISHED CEILING AND ROUTE 1/2" CONDUIT DOWN IN WALL AND STUB INTO CASEWORK 2" ABOVE FINISHED FLOOR CENTERED ON CRT STATION AND MAKE FINAL CONNECTION. VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. 0FURNISH AND INSTALL DUPLEX RECEPTACLE AT +48" AFF FOR 1TB. FURNISH AND INSTALL 0 10 GROUND WIRE FROM EQUIPMENT GROUND FOR TELEPHONE SYSTEM ON PHONE BOARD 12x16 3/4" PLYWOOD TO MOUNT PHONE EQUIPMENT), VERIFY LOCATION PRIOR TO ROUGH -IN. 22 INSTALL 7 DAY PROGRAMMABLE SANGAMO TYPE "L" TIME SWITCH AND ASCO #920 SERIES ENCLOSED, ELECTRICALLY OPERATED AND MECHANICALLY HELD CONTACTORS FOR SHOW WINDOW LIGHTS AND SIGN FURNISHED BY OWNER, SET TIME AS DIRECTED BY LANDLORD. 23 INSTALL NEW 100 AMP, 120/208 VOLT, 30, PANEL 'LP' WITH 100 AMP MAIN CIRCUIT BREAKER FURNISHED BY OWNER. SEE PANEL SCHEDULE. 24 LANDLORD'S EXISTING DISTRIBUTION PANEL. 25 EXISTING METER TO REMAIN AND BE REUSED, VERIFY AND REPORT ANY DIFFERENCES TO OWNER'S REPRESENTATIVE PRIOR TO BIDDING, 26 EXISTING DISCONNECT SWITCH IN LANDLORD'S PANEL REPORTED TO BE 60 AMP, 48OV, 3 POLE WITH 60 LPS-R FUSES, VERIFY AND REPORT ANY DIFFERENCES TO OWNER'S REPRESENTATIVE PRIOR TO BIDDING, tt I I Dg;l KEYED NOTES � 9 1O / .... PP-38 � f 38a t �1 +48" K JB25 27 EXISTING FEEDERS REPORTED TO BE 3 #4 THWN-CU FEEDER AND 1 #8 GND IN 2" CONDUIT. REPORT ANY DIFFERENCES TO OWNER'S REPRESENTATIVE PRIOR TO BIDDING. 28 FURNISH AND INSTALL PULL BOX ABOVE EXISTING SERVICE LOCATION. 29 THIS CONTRACTOR TO FURNISH AND INSTALL 3 #4 THWN-CU FEEDERS AND 1 #8 GND IN 1-1/4" CONDUIT. 30 EXISTING DISCONNECT SWITCH REPORTED TO BE 60 AMP, 480 VOLT, 3 POLE WITH 45 LPS-R FUSES, VERIFY AND REPORT ANY DIFFERENCES TO OWNER'S REPRESENTATIVE PRIOR TO BIDDING, 31 THIS CONTRACTOR TO FURNISH AND INSTALL 3 #6 THWN-CU FEEDERS AND 1 #8 GND IN 1" CONDUIT. 32 RELOCATE EXISTING 30 KVA TRANSFORMER WITH 480 VOLT, 30, DELTA PRIMARY TO 120/208 VOLT, 30 WYE SECONDARY. REPORT ANY DIFFERENCES TO OWNER'S REPRESENTATIVE PRIOR TO BIDDING. 33 FURNISH AND INSTALL #6 COPPER GROUND FROM TRANSFORMER IN CONDUIT TO BUILDING STEEL AND BRAZEN TO STEEL. 34 THIS CONTRACTOR TO FURNISH AND INSTALL 4 #1 THWN-CU FEEDERS AND 1 #6 GND IN 1-1/2- CONDUIT FOR PANEL 'LP', 35 EXISTING 120 VOLT, 10 NON -FUSED DISCONNECT SWITCH AT VAV BOX THIS CONTRACTOR TO RECONNECT TO CIRCUIT NOTED. 36 CONNECT ROLLING GRILLE MOTOR COMPLETE AND READY FOR OPERATION, MOUNT KEY SWITCHES AT +48" ON INTERIOR AND +12" EXTERIOR SIDE OF COLUMN IF NOT SPECIFIED BY LANDLORD, COORDINATE EXACT LOCATION OF KEY SWITCH WITH LANDLORD'S REPRESENTATIVE PRIOR, TO ROUGH-iN. 37 FURNISH AND INSTALL ELECTRICAL OUTLET FOR HORIZONTAL FLUORESCENT FIXTURE IN LIGHT BOX AT BACKWRAP. SEE SECTIONS ON F DRAWINGS FOR MOUNTING, 1 SMOKE DETECTORS ARE PROVIDED BY THE LANDLORD'S CONTRACTOR AT GENERAL CONTRACTOR'S EXPENSE. THE LANDLORD'S CONTRACTOR IS THE ONLY CONTRACTOR THAT IS PERMITTED TO WORK ON THE SMOKE DETECTOR SYSTEM. IF THE SPACE COMES WITH SMOKE DETECTORS ALREADY INSTALLED, IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO CONTACT THE LANDLORD'S CONTRACTOR TO TEST THE SYSTEM, THE CITY OF SANTA ANA ONLY REQUIRES ONE SMOKE DETECTOR WITHIN TEN FEET (5'-0") OF THE MAIN ENTRANCE OF THE TENANT SPACE, I 6MON"rEm DETECTOR` SYSTEM scc. h-muut a Ad f ca d&difim Caft LLC StLouis, MO63026 case r 636-349-1600 F 636-349-1730 www.aedi&cs.cuum E N G I N E E a N 4 COPYRIGHT ® 2005 EPOCH DESIGN GROUP ARCHITECTS Au RIGHTS RESERVED 3/24/05 3 POLICE/OWNR COMMENTS 3/16/05 2 BUILDING COMMENTS 2/25/05 1 OWNR/LL/BLG COMMENTS date: Q revision: s�ra1; job names. RJEMEMIB3IER PaRsomAzim) GxFT# SAWA ANA, CA C26 MAN PLACE MALL r- -sF'AOENo: 102a STOFe NO: 747/87 24 L_ J trtl. _ ELECTRICAL 32 POWER PLAN 33 NOTE: THIS RISER DIAGRAM REPRESENTS (AS ACCURATELY AS POSSIBLE) THE EXISTING ELECTRICAL DISTRIBUTION SYSTEM, FIELD VERIFY ALL SIZES OF EQUIPMENT, CONDUCTORS, SM0 FUSES, ETC, SIZES SHOWN ON THIS DRAWING SHALL BE CONSIDERED A MINIMUM. ANY EXISTING EQUIPMENT CONDUCTORS, FUSES, ETC, WHICH DO NOT MEET MINIMUM SHALL BE REPLACED TO MEET MINIMUM. FUSES FOR HVAC EQUIPMENT SHALL BE PER UNIT NAMEPLATE DATA FUSE AMPACITY SHALL NOT EXCEED CONDUCTOR AMPACtTY. AS SHOWN POWER OFVER DIAGRAM datw SGALE: NNONE02/11fQ5 MINIMUM 6" BETWEEN PANEL AND T/C 22 LP 23 mm lob no: 05007 CERTIFICATE OF OONPLIANCE - Lighting (Part 1 of 3) LTG-1 PROJECT NAME Things Remembered PROJECT ADDRESS Main Place Moll - Santa Ana. CA PRINCIPAL DESIGNER - LIGHTING DOCUMENTATION AUTHOR 636-349-1600 DATE 02-10-05 Building Permit Checked by Dote 0EPERAL 1#;0FWT" DATE OF PLANS 02-10-05 1 BUILDING CONDITIONED FLOOR AREA 2,185 Square Feet CLIMATE ZONE BUILDING TYPE X NONRESIDENTIAL HIGH RISE RESIDENTIAL ❑ HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION ❑ NEW CONSTRUCTION ❑ ADDITION X ALTERATION ❑ UNCONDITIONED METHOD OF LIGHTING ❑ COMPLETE BUILDING ❑ AREA CATEGORY X TAILORED ❑ PERFORMANCE COMPLIANCE STAT1BuENT OF COtuPLiANCE This Certificate of Compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. DOCUMENTATION AUTHOR SIGNATURE DATE Darrell Roy Case 02-10-05 The Principal Lighting Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in the parts of Sections 110, 119, 130 through 132. 46, and 149. of Title 24, Part 6. Please check one: X t hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer, electrical engineer or 1 am a licensed architect. ❑ I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that i hove contracted to perform. ❑ I affirm that I am eligible under Division 3 of theN;`. y3 aq Professions Code to sign this document because it to type "sl to Business pertains a structure or ot,,,w rr ` exempt pursuant and Professions Code Sections 5537, 5538 and-6?7L�y�� �A (These sections of the Business and Professi* bade are printed in 1. the Nonresidential Manual.) $.w PRINCIPAL LIGHTING DESIGNER -NAME SiGNA}'1tiRE NO, Darrell Roy Case 1 a2-10-a5 M28o31 Indicate location on plans of Note Block for SHEET For detailed instructions on the use of this and all Energy Efficiency Stonards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. LTG-1: Required on plans for oil submittals. Part 2 and 3 may be incorporated In schedules on plans. LTG-2: Required for all submittals. LTG-3: Optional, use only it lighting control credits are taken. LTG-4: Optional. Parts 2 and 3 and LTG 5 are optional If Tailored Method is used. Nonresidential Compliance Form January 2001 TAILORED LPD SUMMARY and WORCSHEET (Part 1 of 3) LTG-4 PROJECT NAME Things Remembered Santa Ana, CA DATE 02-10-05 TALOWD LPD SUMMAFi'Y 1. Watts for illuminance Categories A-0 (from column G below) - 3937 waits 2, Watts for illuminance Categories E-I (from LTG-4 Part 2) - 1728� watts 3. Watts for Display Lighting (from LTG-4 Parts 2 dt 3) --- + E 334t3rT + 1217 7 - 3557 watts PlI AM Otilli y Sales Feature noor Display Soles Feature Wall Display 4, Total Allowed Watts (lines 1 +2+3) _ 9222 watts • �r I -r «. r r !� C! © © © 0 773 ROOM NUMBER TASK/ACTIVITY ILLUMINANCE CATEGORY R00M CAVITY RATIO FLOOR AREA ALLOWED LPD 101 SALES GSA 0-3.5 1682 2.0 102 CORRIDOR C 8.7 161 1.1 103 STOCK RM D 5.5 290 1.24 104 TOILET RM C 6.2 52 .7 PAGE TOTAL BUILDING TOTAL - SF Nonresidential Compliance Form WATTS (ExF) 3364 177 360 36 3937 WATTS CERITICATE OF COMPLIANCE (Part 2 of 3) LTG-1 PROJECT NAME Things Remembered Santa Ana, CA DATE 02_10-05 WTALLED L * MVQ SCHEDULE LAMPS BALLASTS LUMINAIRE TOTAL Name LUMINAIRE DESCRIPTION Type DESCRIPTION No. of I Lamps JPI Watts Lamp Type DESCRIpTIoNjBaIIastLumin.j INo. of No. of Watts/ Lumin, WATTS K TRACK HEAD INCAND. 1 50 N/A N/A 12 50 600 L TRACK HEAD iNCAND. 1 50 N/A N/A 50 50 2500 M IRECESSED ADJUSTABLE INCAND. 1 50 N/A N/A 10 50 500 N RECESSED ADJUSTABLE INCAND, 3 50 N/A N/A 14 150 2100 P RECESSED ADJUSTABLE FLUOR, 1 32 ELEC, 1 14 34 476 0 RECESSED ADJUSTABLE INLAND. 1 50 N/A N/A 10 50 500 R RECESSED ADJUSTABLE NO 1 20 ELEC. 1 17 21 357 S 11PENCANT INCAND. 1 35 N/A N/A 2 35 70 T RECESSED COFFER FLUOR. 4 28 ELEC. 1 2 116 232 U SURFACE FLUOR. 1 32 ELEC. 1 8 34 272 W FAN/LIGHT FLUOR. 1 60 N%A N/A 1 60 60 WL WALL UC 4T FLUOR, 1 17 ELEC. 1 1 20 20 EMC RECESSED ADJUSTABLE FLUOR. 1 50 ELEC. 1 4 34 136 Lighting Schedule on Pions Shows SUBTOTAL FROM THIS PAGE Exterior Lighting Meets ❑ Efficacy and Control Requirements of t 130(c) PLUS SUBTOTAL FROM CONTINUATION PAGE ]Efficacy Requirements of } 13f f LESS CONTROL CREDIT WATTS ❑ eq () (FROM LTG-1 Part 3 of 3) LESS CONTROL CREDIT WATTS (FROM LTG-3) ADJUSTED ACTUAL WATTS 7823 --- -'-- -_" 7823 MAiMDATM AUTOMATIC OONTROLB CONTROL LOCATION (Room #) CONTROL INDENTIFICATiON CONTROL TYPE (Auto Time Switch. Exterior, eta) SPACE CONTROLLED NOTE TO FIELD 101 $ AUTOMATIC TiME SWITCHES ENTIRE SPACE 102 OS OCCUPANCY SENSOR ENTIRE SPACE 103 OS OCCUPANCY SENSOR ENTIRE SPACE 104 OS OCCUPANCY SENSOR ENTIRE SPACE OCNTROLS FOR CFEW CONTROL LOCATION (Room #) CONTROL INDENTIFiCA71ON CONTROL TYPE (occupant, Daylight, Dimming, eta) LUMINAIRES CONTROLLED NOTE T FIELD TYPE OF LUMIN, NOTES TO FED - For Sufft DePytilwit ties Nonresidential Compliance Form January 2001 TAILORED LPD SUMMARY and WORKSHEET (Part 2 of 31) LTG-4 PROJECT NAME Things Remembered Santa Ana, CA � E 02-10 TALOFeD LF'D - O iittell" 2ft2do E< F H, i WW Gruel Saba Ad Area ALLOTTED WATTS DESIGN WATTS ITS ALLOWED Ilium, RCR * AREA ALLOWED ALLOTTED TtSS LUMIN. QTY WATTS/ DESIGN TASK/ACTNITY Cat. (if E) NOTES (sf) {LPD E x F}CODE LUMEN" (I x J) (fin. G or it) WALL DISPLAY GSWA -- -- 864 2.0 1728 K 12 5O 600 L 50 50 2500 3100 1728 PAGE TOTAL 172$ * Enter Mounting Height or Throw _ Distance if opplieabie. BUILDING TOTAL TALI LPD - Pubic Area ® ®o 0 0® A a o o a ALLaTrEMDESIGN WATTS TASK ALLOWED ALLOTTED LUMIN. WAS/ DESIGN ALLOWED Throw Mtg. AREA LPD WATTS CODE QTY. LUMIN. WATTS WATTS TASK/ACTNITY Dist, Hgt. (sf) (D x E� (H x i) Min F or J TOTAL AREA PUBLIC DISPLAYS $F TOTAL PUBLIC DISPLAY AREA =-- l x 0.1 = �Y--� MAXIMUM AREA PUBLIC DISPLAYS (SF) WATTS Nonresidential Compliance Form January 2001 LIGMING COMPLIANCE SUMMARY LTG-2 PROJECT NAME Things Remembered Santa Ana, CA DATE 02-10-05 ACTUAL LKIMTWGf POWER LUMINAIRE NAME im DESCRIPTION NUMBER OF LUMINAIRES WATTS PER LUMINAIRE (including Ballast) CEC DEFAULT Y N TOTAL WATTS K TRACK HEAD 12 50 ZR L TRACK HEAD 50 50 X ❑ M RECESSED ADJUSTABLE 10 50 X ❑ 500 N RECESSED ADJUSTABLE 14 150 ® ❑ 2100 P RECESSED ADJUSTABLE 14 34 X ❑ 476 Q RECESSED ADJUSTABLE 10 50 X ❑ 500 R RECESSED ADJUSTABLE 17 21 ❑ 357 S PENDANT 2 35 ❑} 70 T RECESSED COFFER 2 116 X ❑ 232 U SURFACE 8 34 X ❑ 272 W FAN/LIGHT 1 60 X [_] 60 WL WALL LIGHT 1 20 ❑ 20 EMC RECESSED ADJUSTABLE 3 34 X ❑ 136 ❑ ❑ �k TRACK LOAD CALCULATION: ❑ ❑ 4140 �k SUBTOTAL FROM THIS PAGE TRACK LOAD CALCULATION; 92 FT. x 45 W/FT. = 414OW PLUS SUBTOTAL FROM CONTINUATION PAGE K + L = 600 +2500 = 310O W LESS CONTROL CREDIT WATTS (FROM LTG-1 Part 3 of 3) LESS CONTROL CREDIT WATTS (FROM LTG-3) Control Requirements of 131(f) ADJUSTED ACTUAL WATTS 8$63 --- ___ 70 8793 IF2 1 • =r r r - * ♦ • ♦• - r r • r BUILDING CATEGORY (From It 146(b) Table 1-M) WATTS PER SF COMPLETE BLDG. AREA ALLOWED I WATTS AREA CATEGORY (From } 146(b) Table T-N) WATTS PER SF AREA (SF) ALLOWED WATTS TOTALS AREA WATTS TALOFED OR PE -OR MANCE METHOD ttpp((TAILORED PERFORMANCE TOTAL ALLOWED WATTS 9222 X ❑ (From LTG-4) Nonresidential Compliance Form January 2001 TAILORED LPD SUMMARY and WORCSHEET (Part 3 of 3) LTG-4 PROJECT NAME Things Remembered Santa Ana, LA DATE 02-10-05 TALI LPD - awn Feature Pbor o ®A © o a A o 0 0 0 ALLOTTED WATTS DESIGN WATTS TASK CAT. G ALLOTTED LUMIN. WATTS] DESIGN ALLOWED row Mtg. ThAREA WATTS OTY WATTS WATTS TASK/ACTNITY Dist. Hgt. ( ) LPD (0 x E} ODDE LUMIN. (H x 1) Min F or J FLOOR DISPLAY 9,0' 10.0' 110 23.4 2340 N 7 150 1050 P 14 34 476 0 10 50 500 R 17 21 357 2383 2340 TOTAL AREA FLOOR DISPLAYS 110 SF TOTAL 2340 GROSS SALES FLOOR AREA 1682 x 0.1 = 168 MAXIMUM AREA FLOOR DISPLAYS (SF) WATTS TALORED LPD - Saba Featare WON DOOM a o o a _a a A o 0 0 ALLOTTED WATTS _ DESIGN WATTS TASK ALLOTTED DESIGN ALLOWED ---- CAT, G LUMIN. WATTS/ Throw AREA LPD WATTS CODE QTY. LUMIN, WATTS WATTS TASK/ACTIVITY Dist. (sf} (C x D) (G x H) (Min E or 1) WALL DISPLAY 8,0' 52 23.4 1217 M 10 50 500 N 7 150 1050 1550 1217 TOTAL AREA WALL DISPLAYS 52 SF TOTAL 1217 GROSS SALES WALL AREA 864 x 0.1 = K] MAXIMUM AREA WALL DISPLAYS (SF) WATTS Nonresidential Compliance Form January 2001 LIGHTING CONTROLS CREDIT WQRKSHEET LTG-3 PROJECT NAME Things Remembered Santa Ana, CA DATE 02-10-05 WORKSHWr ® ® o a o o A o 0 ROOM DAYLIGHTING WATTS OF LIGHTING ALLLOWED ROOM LTG CONTROLS PtAN AREA ROOM GLAZINGCONTROL ADJUSTMENT WATTS NUMBER DESCRIPTION REF (SF) RATIO * VLT LIGHTING FACTOR (G x H) 102 CORRIDOR OCCUPANT OS 161 - - 102 .20 20 103 ROOM OCCUPANT OS 290 - - 170 .20 34 104TOILET OCCUPANT OS 52 - - 80 .20 16 • For windows, use the Window Wail Ratio for the roam. PAGE TOTAL 7a For skylights, ust the Skylight to Roof ratio for the room. BUILDING TOTAL (^ __ Enter on LTG-2 Actual lighting Power colaulotion Nonresidential Compliance Form January 2001 PROJECT NAME Things Remembered Santa Ana, CA FOR ENFORCEMENT AGENCY USE ONLY DOCUMENT AUTHORDarrellRoy Case DATE 02-10-05 PLAN CHECKED BY DATE r 0 ROOM NUMBER TASK/ACTIVITY DESCRIPTION ROOM LENGTH (L) ROOM WIDTH (W) ROOM CAVITY HEIGHT (H) ROOM CAV. RATIO 5 x H x (L + W) /(L x W) 104 TOILET ROOM 7.5' 7' 4.5' 6.2 oil ROOM NUMBER TASK/ACTMtY DESCRIPTION ROOM AREA (A) ROOM PERIMETER (P) ROOM HEICAVITY GHT H) ROOM CAV. RATIO 2.5 fa x P 102 CORRIDOR 161 70' $' 8.7 103 STOCK ROOM 290 80' 8' 5.5 Nonresidential Compliance Form 2001 STORE LIGHTING SHUTOFF INDIVIDUAL ROOM,/AREA CQNTR0LS THE STORE LIGHTING SHUTOFF SYSTEM CONSISTS OF AUTOMATIC TIME SWITCHES, EACH ROOM AND AREA iN THIS STORE IS EQUIPPED WITH A SEPARATE SWITCH, AND OCCUPANCY SENSORS. TiME SWITCH, OR OCCUPANCY SENSOR. OVERRIDE FOR STORE LIGHTING SHUT-OFF UNIFORM REDUCTION FOR INDIVIDUAL ROOMS THE AUTOMATIC STORE SHUT-OFF SYSTEM iS PROVIDED WITH MANUAL ACCESSIBLE ALL ROOMS AND AREAS SHALL BE CONTROLLED WITH Bi-LEVEL SWITCHING FOR OVERRIDE SWITCHES IN SIGHT OF THE LIGHTS, UNIFORM REDUCTION OF LIGHTING WITHIN THE ROOM. AUTOMATIC CONTROL DEVICES CERTIFIED ALL AUTOMATIC CONTROL DEVICES SPECIFIED ARE CERTIFIED, ALL ALTERNATE EQUIPMENT SHALL BE CERTIFIED AND INSTALLED AS DIRECTED BY THE MANUFACTURER. t R SCENT BALLI AND LUMINARIES QERTIFIED ALL FLUORESCENT FIXTURES SPECIFIED FOR THE PROJECT ARE CERTIFIED AND LISTED IN THE DIRECTORY. ALL INSTALLED FIXTURES SHALL BE CERTIFIED. TANDEM WIRINQ FQR TWO -LAMP BALLAST'S ALL THREE LAMP FLUORESCENT FIXTURES ARE SPECIFIED WiTH ELECTRONIC HIGH - FREQUENCY BALLAST'S AND ARE EXEMPT FROM TWO -LAMP TANDEM WIRING REQUIREMENTS, DAYLIGHT AREA CONTROL THE EFFECTIVE USE OF DAYLIGHT THROUGHOUT CANNOT BE ACCOMPLISHED. WINDOWS ARE iN A MALL AREA, CONTROL OF EXTERI R LIGHTS THERE ARE NO EXTERIOR LIGHTS THEREFORE NOT APPLICABLE, r� 1155 OLIVETTE EXECUTIVE PARKWAY SUITE 100 OUVETTE, MISSOURI 63132 PH: 314 * 721 * 1340 FAX; 314 * 721 * 0344 BEd ifica &di<ca case LC 1 case T 63&349-16M F 636344-1736 ww.aaalBaacom E N a I N E E R I 14 O COPYRIGHT 0 2005 EPOCH DESIGN GROUP ARCHITECTS ALL RIGHTS RESERVED 3/24/05 3 POLICE/OWNR COMMENTS 3/16/05 2 BUILDING COMMENTS 2/25/05 1 OWNR/LL/BLG COMMENTS (d a t e: i© j r e v i s I a n: jab name; title: SANTA ANA, CA MAN PLACE MALL TITLE 24 SM0 (s c a i e: FI AS SHOWN ME5 dater 02/11 /05 I a b na: 05007