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Home My WebLink About10146044.pdfA D �141 ............... m �r TENANT I I AN 0_7 10 1 k CO LA(3 I NT R 10 RS p 2800 SOUTh MA*IN STREET SU*ITE F A l ANAF CAIIfORNIA i?27073443 0 LNEG 714�241�7774 FAX** 714�241�7741 FLOOD ZO!,qE CERTIF R)EQ1D YES N 1 0 s RAIDWIrspi ROOF YES RESIDENTIAL DEV, YES N v ES r1q 1111 8. ALL DRAWINGS, SPECIFICATIONS/ AND OTHER WORK 20. ATTIC SEPARATIONS AND FIRE DAMPERS AS REQUIRED BY 37, UNLESS OTHERWISE NOTED, THE FLOOR COVERING MUITE F PRODUCTS OF THE DESIGNER FOR THIS PROJECT ARE GOVERNING CODES, SHALL BE PROVIDED WHETHER INDICATED CONTRACTOR 15 TO PROVIDE AND INSTALL EXTRUDED VINYL INSTRUMENTS OF SERVICES FOR THIS PROJECT ONLY, REUSE ON THESE DRAWINGS OR NOT. STRIP COLOR MATCHED TO FLOORING BETWEEN ALL CARPET BUILDING CODE: C.B.C. 2001 OF ANY OF THE INSTRUMENTS OF SERVICE OF THE DESIGNER AND RESILIENT FLOORINGS, C.M.C. 2001 BY THE OWNER ON EXTENSIONS OF THIS PROJECT OR ANY 21. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOP, . ... . .... OCCUPANCY GROUP: 5 OTHER PROJECT WITHOUT THE WRITTEN PERMISSION OF THE OBTAINING ALL PERMITS REQUIRED TO PERFORM THE FULL 38. CONTRACTOR SHALL PROVIDE AN ALUMINUM ANGLE FLASH DESIGNER SHALL BE AT THE OWNER'S RISK AND THE OWNER SCOPE OF WORK, BY FEDERAL, STATE, COUNTY OR MUNICIPAL PATCH AND SLOPE CERAMIC OR RESILIENT TILE TO MEET VAN ACCESSIBLE HANDICAPPED AGREES TO DEFEND, INDEMNIFY AND HOLD HARMLESS THE LA N AND SHALL INCLUDE IN THE BID AND FINAL CONTRACT HIGHER LEVEL WHERE CARPETING OR OTHER FLOORING MEETS PARKING SPACE: 1 SPACE, 39 FEET FROM FRONT DOOR DESIGNER FROM ALL CLAIMS, DAMAGES, AND EXPENSES, ALL REQUIRED FEES. TILE, INCLUDING ATTORNEY'S FEES ARISING OUT OF SUCH 21 CONSTRUCTION TYPE: TYPE V-N UNAUTHORIZED REUSE OF THE DESIGNER'S INSTRUMENTS OF 22. ANY CONTRACTOR BIDDING THIS JOB SHALL NOT ELIMINATE ANY ITEMS INCLUDED IN THESE DOCUMENTS UNLESS 39, NO EXTRA WORK OR CHANGES SHALL BE MADE UNLESS IN PURSUANCE OF A WRITTEN COUNTERSIGNED ORDER FROM THE (NON-SPRINKLERED) SERVICE BY THE OWNER OR BY OTHERS ACTING THROUGH THE PIS BID SPECIFICALLY SPELLS OUT SUCH EXCLUSIONS OWNER SIGNED OR COUNTERSIGNED BY ACCOLADE INTERIORS LcA Area SOUTH MAIN STREET PROJECT VICINITY PLAN SCALE: NTS 0 00 00***e Z REVISIONS L MAY cl/ 2005 Ai Z� d A AccoudE INTERiOR5 IN, 2800 Sourk MAIN STRuErr Su. F SAmTA ANA, CAWORMA 92707 PhoNE 714-241-7774 FAx 714-241-7747 CONSULTANT: STRUCTURAL ENGINEER STRUCTURES - A CONSULTING COMPANY 24051 DANA POINT HARBOR DRIVE, SUITE 12 DANA POINT, CA q262q PHONE; q4q-388-0205 FAX: q4q-388-020q 16 CONSULTANT: .ELECTR-IC--,A-L-/M-ECHAN'I'C;AL/FLUM91NG ENGINEER M`A. FRANCIS4,'AS96C I 2111 BUSINESS CENTER: DR., SUITE 22-.-P I RV] N E 'CA g2612 -,,,HONE,, q4q-2634640 c1401'3 2 ' 48 6 KEY NOTES P V 0. ECEI p 0 'i"Y 7. THESE CONTRACT DOCUMENTS AN SPECIFICATIONS AS NECESSARY TO PROTECT THE GENERAL PUBLIC FROM WORK & I G '-na DISCOVERED DURING PREPARATION OF THE BID ESTIMATE. T" A!- Sai REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE AREAS AT ALL TIMES. SHONN, THEY DO NOT INDICATE THE METHOD OF 16, TWO SETS OF ALL SHOP DRAWINGS AS REQUIRED TO CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND 32, FIRE EXTINGUISHERS SHALL BE PROVIDED BY THE OWNER PROJECT: COMPLETE THE PROJECT SHALL BE SUBMITTED TO ACCOLADE OFFICE RF�IODEL DIRECT THE WORK AND HE SHALL BE SOLELY RESPONSIBLE IN A QUANTITYQUALITY AND LOCATION AS REQUIRED BY THE FOP, ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES/ INTERIORS, INC. WITHOUT SPECIFIC REQUEST FOR OUR REVIEN , LOCAL FIRE DEPARTMENT AND OR GOVERNMENT FIRE beIM TO a SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO THE AND COMMENT, PRIOR TO PROCEEDING WITH THE ORDERING/ PROTECTION AGENCY. GENERAL CONTRACTOR 15 TO VERIFY kAk R.CNOF iP Ri 5, ACCOLADE IN7ERIORS/ INC" FABRICATION OR INSTALLATION OF MATERIALS. Wl A SITE BY FIELD REPRESENTATIVES OF THE DESIGNER AND HIS LOCATION WITH ACCOLADE INTERIORS INC. APPROV� s OR Luj�k R, G D F 2600 SOUTH MAIN STREET SUITE F &?7CU7,,F:D �11,11 CONSULTANTS SHALL NOT INCLUDE INSPECTIONS OF QUALITY CONTROL: CALIFORNIA q2707 PROTECTIVE MEASURES OR CONSTRUCTION PROCEDURES 33. THE IMPROVEMENTS SHALL BE INSURED AGAINST LOSS OR _F SANTA ANA, 17. THE CONTRACTOR 15 RESPONSIBLE FOR PERFORMING ALL PHONE: 714-241-7774 REQUIRED FOR SAME WHICH ARE THE SOLE RESPONSIBILITY OF DAMAGE BY FIRE DURING THE PROGRESS OF WORK BY THE WORK IN A MANNER CONSISTENT NITH, AND CONFORMING TO FAX: 714-241-7747 THE GENERAL CONTRACTOR. ANY SUPPORT SERVICES OWNER. ACCOLADE INTERIORS, INC. BEARS No RESPONSIBILITY PERFORMED BY THE DESIGNER AND HIS CONSULTANTS DURING THE UNIFORM BUILDING CODE AND/OR CALIFORNIA FOR LOSS OR DAMAGE, MTE: ADMINISTRATIVE CODE -TITLE 24, AND ANY OTHER THE CONSTRUCTION SHALL BE DISTINGUISHED FROM APPLICABLE CODES OR REGULATIONS WITHIN THE JURISDICTION SKEET IIILE�, CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE OF ALL GOVERNING AGENCIES ADMINISTERING AND OVERSEEING 34 PRIOR TO THE INSTALLATION OF WALL COVERING/ 17LE SHEE7 FURNISHED BY OTHERS. THESE SUPPORT SERVICES PLASTERED OR METAL SURFACES SHALL BE PROPERLY PERFORMED BY THE DESIGNER AND HIS CONSULTANTS IMPROVEMENTS TO THIS FACILITY, PREPARED. DESIGN: DRAHN: WHETHER OF MATERIAL OR WORK, AND WHETHER PERFORMED 18. THE CONTRACTOR 15 RESPONSIBLE FOR PERFORMING ALL G. BISHOP G. BISHOP 00000000000000000000000000000000 PRIOR TO, DURING, OR AFTER COMPLETION OF CONSTRUCTION 35. ALL NEW A/C CEILING DIFFUSERS AND REGISTERS SMALL WORK IN A MANNER CONSISTENT V41TP STANDARD INDUSTRY CHECKED: PROJECT NUM51ER- 10090 ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN BE MATCHED TO EXISTING DIFFUSERS IN BOTH TYPE AND ' #osol -4- QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH THE PRACTICES AND METHODS. FINISH. G. BISHOP *0** 000*0*00000000*000&**0**e*s* CONTRACT DOCUMENTS AND SPECIFICATIONS, BUT THEY DO 19. ALL ENERGY CONSERVATION SPECIFICATION AND DATE, SCALE: NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT CALCULATION AS REQUIRED BY FEDERAL, STATE, OR LOCAL 36. ALL FINISH FLOORS ARE TO BE LEVEL (SET AT ONE 08.27.04 1 NTS BE CONSTRUED AS SUPERVISION OF THE CONSTRUCTION. ELEVATION) AND ALL FINISH MATERIALS SET FLUSH TO ONE 000*00000*000000000000*000000000 BUILDING CODES, SHALL BE PROVIDED BY THE OWNERS ANOTHER. GENERAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL AND ELECTRICAL ENGINEERS. ALL FLOORING SUBCONTRACTORS TO MAKE CERTAIN FLOORING t : ip DAL MAI ire. ��"Iml 11INUCA MATERIALS MEET IN THIS MANNER. .nc\JOBS\2003\0301 Accolade Santa Ana\Dwq\FINAL CDs\REVISI0N_1_ACC0LADE\NEW OFFICE-030IG -7e.dwq, 5/8/2005 11:47:33 PM, HP Desiqnlet 755CM ----- ----- - -__- - INTESIOR 12ESIGN PLANS., DETAILS* SCHEDULE ID-1 TITLE SHEET ID-2 DEMO PLAN, FLOOR PLAN, POWER PLAN, INTERIOR ELEVATION, 4 SKYLIGHT DETAILS ID-3 REFLECTED CEILING PLAN, ROOF PLAN, BUILDING SECTION 4 TOILET ROOMS ID-4 DETAILS ID-5 DOOR SCHEDULE 4 DETAILS ID-6 300' ROOF GROSS SECTION, HANDICAPPED PARKING DETAILS ELECTRICAL ENGINEERING PLANS, DETAILS SCHEDULES E-1 ELECTRICAL GENERAL NOTES * SYMBOLS LIST E-2 SINGLE LINE DIAGRAM* PANEL SCHEDULES E-3 ELECTRICAL POWER PLAN E-4 ELECTRICAL LIGHTING PLAN E-5 TITLE 24 * LIGHTING FIXTURE SCHEDULE MECHANICAL/HVAC ENGINEERING PLANS, DETAILS 4 SCHEDULES M-1 MECHANICAL NOTES * SCHEDULES M-2 MECHANICAL HVAC PLAN M-3 MECHANICAL ROOF HVAC PLAN M-4 MECHANICAL HVAC T-24 PLUMBING ENGINEERING PLANS, DETAILS* SCHEDULES P-1 PLUMBING NOTES t LEGEND P-2 PLUMBING PLAN P-3 ROOF PLUMBING PLAN STRUCTURAL ENGINEERING PLANS I DETAILS 4 SCHEDULE 5-1 PARTIAL FOUNDATION PLAN 4 PARTIAL CEILING PLAN 5-2 ROOF FRAMING PLAN 5-3 STRUCTURAL DETAILS S-T STRUCTURAL NOTES t TYPICAL DETAILS GROSS UNIT AREA = 2,572 50. FT, % OFFICE AREA = 21672 50. FT. NET RENTABLE AREA = 2/572 50. FT. \j 2 Ilk W) NORTH 9. ACCOLADE INTERIORS INC. DRAWINGS INDICATE INTERIOR DESIGN TREATMENTS, CONCEPTS, AND SPECIFICATIONS ONLY. ARCHITECTURAL DESIGN AND SPECIFICATION AS REQUIRED TO COMPLETE THE SCOPE OF WORK DEEMED NECESSARY BY THE OWNER MUST BE PERFORMED BY A CALIFORNIA LICENSED ARCHITECT, PRIOR TO THE START OF ANY WORK. 10, ALL DIMENSIONS ARE TO FACE OF FINISH DRYWALL UNLESS OTHERWISE NOTED. 11, DETAILS AND REFERENCE OF ARCHITECTURAL ELEMENTS OTHERWISE THESE ITEMS SHALL BE DEEMED TO BE INCLUDED IN HIS BID, 23. ALL WORK SHALL BE DONE IN A QUALITY MANNER UTILIZING, UNLESS OTHERWISE NOTED, ONLY NEW HIGH QUALITY MATERIALS CONSISTENT WITH THE SPECIFICATIONS, 24. ALL NON -SPECIFIED MATERIALS SHALL BE THE BEST OF THEIR RESPECTIVE KIND, AND ALL LABOR INSTALLATION SHALL BE PERFORMED IN THE BEST POSSIBLE MANNER BY SKILLED WORKMEN, LICENSED AND BONDED AS REQUIRED BY THE OWNER. INC. 40. ALL CONTRACTORS SHALL KEEP THE JOB SITE FREE FROM THE ACCUMULATION OF HASTE MATERIALS AND DEBRIS CAUSED BY THEIR OPERATION AT ALL TIMES. UPON COMPLETION OF THE WORK, THE GENERAL CONTRACTOR SHALL CLEAN ALL GLASS SURFACES AND LEAVE THE SITE VACUUMED CLEAN. 41. GENERAL CONTRACTOR AND ELECTRICAL CONTRACTOR ARE TO VERIFY THAT ALL OUTLETS LISTED AS EXISTING ARE FUNCTIONING IN GOOD WORKING ORDER AND CONFORM WITH CURRENT ELECTRICAL CODE. INCLUDED IN THIS DOCUMENT SET ARE PROVIDED TO INDICATE 25. ALL MATERIALS PROVIDED SHALL CONFORM TO ALL GENERAL FINISH NOTES: DESIGN INTENT ONLY FOR CONSULTING ARCHITECTS AND LOCAL CITY AND/OR COUNTY FIRE REGULATIONS. FLAME SCALE: NTS ENGINEERS AND SHOULD NOT BE USED AS CONSTRUCTION I DOCUMENT CERTIFICATES OR APPROVED FIRE RETARDANT 42. NO FINISH SUBSTITUTIONS SHALL BE MADE WITHOUT THE DETAILS. PROCESSING FLAME SPREAD RATINGS, ETC. AND OTHER EXPRESS WRITTEN PERMISSION OF THE OWNER. VERIFICATIONS: 12. ACCOLADE INTERIORS, INC. DRAWINGS ARE ISSUED FOR DOCUMENTS NECESSARY FOR PERMIT OR LICENSING, WILL BE THE CONVENIENCE OF THE ELECTRICAL AND MECHANICAL TURNED OVER TO THE OWNER PRIOR TO THE END OF THE 43. NO SUBSTITUTION OF MATERIALS WILL BE PERMITTED 1. ALL CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY SUBCONTRACTORS IN ORDER TO FACILITATE THE PRODUCTION PROJECT AND FINAL PAYMENT OF THE GENERAL CONTRACTOR WITHOUT THE PRIOR SUBMISSION AND ACCEPTANCE OF ACTUAL ALL DIMENSIONS, EXISTING CONDITIONS/ AND ELEVATIONS OF THEIR DRAWINGS AND THE PLACEMENT OF DESIGN FOR THE OWNER'S RECORD. FINISH SAMPLES TO THE OWNER FOR FINAL APPROVAL AND SHOWN ON DRAWINGS AT THE JOB SITE, AND SHALL NOTIFY ELEMENTS. SIGNATURE/ AND AT THE OWNER'S DISCRETION TO THE ACCOLADE INTERIORS, INC. OF ANY OMISSIONS, DISCREPANCIES 26. WHERE APPLICABLE, THE GENERAL CONTRACTOR AND ALL DESIGNER, AND/OR CONFLICTS BEFORE PROCEEDING V41TH THE JOB, 13. ALL DRAWINGS AND SPECIFICATIONS (SEE SPECIFICATIONS SUBCONTRACTORS SHALL INSURE THAT ALL MATERIALS SHALL MANUAL) IN THIS SET ARE COMPLIMENTARY/ AND WHAT Is BE HANDLED AND INSTALLED PER MANUFACTURER'S 44, GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL 2. VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL REQUIRED OR SPECIFIED BY ONE SHALL BE BINDING AS IF SPECIFICATIONS. NOTIFY ACCOLADE INTERIORS, INC. OF AVAILABILITY OF EQUIPMENT AND RELATED VENTS AND SERVICES BEFORE REQUIRED OR SPECIFIED BY ALL. SPECIFIED MATERIALS AT THE TIME OF BIDDING. SHOULD NO CONSTRUCTION OF ANY CEILING TREATMENTS, CEILING 27. IF EXISTING FACILITIES ARE RELATED TO THE WORK, THE NOTIFICATION BE GIVEN/ IT WILL BE ASSUMED THAT ALL SYSTEMS/ OPENINGS, CABINETS, ETC, DOCUMENTS, SHOP DRANINGS, SUBMITTALS: CONTRACTOR SHALL NOT DISRUPT THE EXISTING SERVICES OR MATERIALS ARE READILY AVAILABLE AND WILL NOT INTERRUPT UTILITIES WITHOUT OBTAINING OWNER'S PRIOR APPROVAL AND THE SMOOTH FLOW OF THE PROJECT. 3. VERIFY ALL PLUMBING, AND EQUIPMENT SIZES AND 14, ACCOLADE INTERIORS, INC. SHALL BE PROVIDED V41TH INSTRUCTIONS IN EACH CASE AND THOSE OF OTHER TENANTS LOCATIONS BEFORE BEGINNING CONSTRUCTION OF CABINETS. COPIES OF ALL CONSTRUCTION DOCUMENTS PREPARED AND OR THE ASSOCIATION AS REHIRED. 45. ALL FINISH MATERIALS SHALL BE APPLIED IN ACCORDANCE ISSUED TO ACCOMPANY THESE DOCUMENTS IN THE APPLICATION WITH THE MANUFACTURER'S SPECIFICATIONS AND GENERAL CONSTRUCTION: FOR PERMIT OR CONSTRUCTION. AT THE OWNERS DISCRETION, 25. ALL FINISH MATERIALS SHALL BE PROTECTED AT ALL RECOMMENDATIONS FOR THAT MATERIAL. THE GENERAL CONTRACTOR HILL PROVIDE THE DESIGNER WITH TIMES AGAINST SUBSEQUENT DAMAGE/ UNTIL FINAL 4. THE GENERAL CONTRACTOR 15 REQUIRED TO THOROUGHLY COPIES OF THE CONSTRUCTION SCHEDULE, AND SHALL UPDATE ACCEPTANCE BY THE OWNER. 4(o. CLASSES OF MATERIALS BASED UPON THEIR FLAME READ ALL NOTES AND DOCUMENTS ISSUED BY THE DESIGNER THE DESIGNER ON ANY CHANGES IN THAT SEQUENCE OR SPREAD CHARACTERISTICS SHALL BE THOSE SET FORTH IN FOR THE EXECUTION OF THIS PROJECT. THE GENERAL SCHEDULE IN HRITING/ AS NECESSARY FOR THE DESIGNER TO 30. GENERAL CONTRACTOR SHALL PROVIDE PLASTIC BARRIERS TABLE 42-6 OF THE U.B.C. CONTRACTOR SHALL NOT ALTER OR MODIFY HIS BID AS A PERFORM ANY SITE VISITS OR INSPECTIONS THAT THE OWNER'S AT ALL TIMES TO PROTECT AREAS NOT BEING RENOVATED RESULT OF HIS FAILURE TO READ, NOTE OR PROPERLY QUOTE DEEMS NECESSARY. FROM DUST AND DEBRIS, AND SHALL WRAP OR PROTECT ALL 47, THE MAXIMUM FLAME SPREAD CLASSIFICATION OF ALL ITEMS INCLUDED IN THESE DOCUMENTS AND SPECIFICATIONS. EQUIPMENT, FURNISHINGS, DRAPERIES, AND FINISHES IN FINISH MATERIALS FOR USE ON THE INTERIOR HALLS AND 15, ANY ERRORS, AMBIGUITIES OR OMISSIONS IN THESE AFFECTED AREAS FROM DAMAGE BY OVER -SPRAY, DUST OR CEILINGS SHALL NOT EXCEED THAT SET FORTH IN TABLE 4205 5. THE FOLLOWING NOTES AND TYPICAL DETAILS APPLY TO DRAWINGS AND/OR SPECIFICATIONS SHALL BE REPORTED TO DEBRIS. OF THE U.B.C. ALL DRAWINGS UNLESS NOTED OTHERWISE. ACCOLADE INTERIORS FOR CORRECTIONS BEFORE ANY PART OF 31. GENERAL CONTRACTOR SHALL COMPLY WITH CHAPTER 44 45, THE SMOKE DENSITY OF MATERIALS SHALL BE No (o. DO NOT SCALE DRANING5M DIMENSIONS GOVERN. LARGE THE WORK 15 STARTED. UNLESS EXPRESSLY STIPULATED/ NO OF THE UBG FOR PEDESTRIAN PROTECTION, AND SHALL GREATER THAN 450 WHEN TESTED IN ACCORDANCE WITHTHE DETAILS GOVERN OVER SMALL SCALE. ADDITIONAL ALLOWANCE WILL BE MADE IN THE CONTRACTOR'S PROVIDE CONSTRUCTION BARRICADES AND OR SEPARATIONS AS UNIFORM BUILDING CODE, STANDARD #42-1 IN*THE NAY IMPROVEMENT CONTRACT AS A RESULT OF ERRORS/ REQUIRED BY THE UBC, AND LOCAL CITY OR GOVERNING CODES, TESTED FOR IT'S USE. AMBIGUITIES AND/OR MICCIr)Kja IAILJIri_1 SHOULD n HAVE =:Ki DRAWING NAME! E!/J05S/2003/030I/DNG/NEN OFFICE-0301.DING DRAWING LAST EDITED: 05/9/05, 12,OOPM LEGEND: EXISTING PARTITION TO REMAIN. �o �i DEMO ALL EXISTING INTERIOR DOOR, U.N.O. 1 DEMO ALL EXISTING CEILING GRID DEMO EXISTING c = DEMO EXISTING INTERIOR WALL RADIO ANTENNA — =-�' DEMO EX€STING WINDOW `' E (DEMO DEMO — — L _ _I_ _ _ L _ _I_ _ _ _i— I ! I ( C — — DEMO EXISTING LIGHT +4811 � +4a{ I i _! c.l 1- -'" -1 -i -,' -�(- I— .. I I I I i --1 I I I =�.. DEMO EXISTING SURFACE MOUNT CONDUIT t OUTLETS I ff DEMO AND PATCHED EXISTING N ALIGN �_ i11T\_ i i i__ i I j I �if'i�� coMMUN€cATIONS J-Box EXISTING wAREHouSE � I I--C- _ _ `_I_ _ �--'_ _ _I _ ,� _ 7 �� 4- -4 � � DooR "�To REMAIN D E 1•"10 NOTES: EXISTING ELEGTRIGAL I 1 I I �) ) IE�(C Ei O� rt 5 Q DEMO ALL EXISTING FLOORING. N PANEL SURFACE _� = �— — _ _ —f— (- — —I I I ( Ergo MOUNTED To BE T I 1 �DEMOlREMOVE ALL EXISTING TELEPHONE AND RELOCATED "I I I , I-s I I I _ I COMPUTER CABLE WIRING. SEE ELECTRICAL, GABLE - (DEMO) � _ — �_ _I_ _-�I-`--1 I �I — I —I � I 1 L� ( Elio AND PHONE PLAN 3, DEMO EXISTING SECURITY SYSTEM BACKBOARD. E (DEMO�r`1�iJi� -1 N +47" E=i= E+4.5" I I I _ I-- I — RELOCATE EXISTING WOOD LADDER TO (DEMO) ° (DrF -1— -1 — I— T I ! I I T WAREHOUSE AREA. SEE FLOOR PLAN. EXISTING CONCRETE SLAB CURB AND +47" +47" � _ _ 1 _ _ L _ _ l_ J I `� Jll !IL f L _..._i _ �. __I � G DEMO DEM ai E) ( I) I Il 1 I 1 I ( SIDEWALK TO PREPARE FOR NEW "CURB CUT m !,( ) Z I — I — I -- — — I — AND ACCESSIBLE RAMP, SEE 2/0-6. �DEMC EXISTING DRYWALLED PHONELCLOOEP01 SEE �ALIGN € FLOOR PLAN, 7 � DEMO EXPOSED SURFACE CONDUIT (= REMOVE POOR CONDITION DRYWALL SURFACES AND REPAIR FOR NEW FINISH SURFACE, READY TO RECEIVE NEW WALLCOVERING OR PAINT. NORTH � REMOVE/REPAIR ANY VISIBLE OR OBSERVED o TERMITE DAMAGE, RESTORE FINISH SURFACE. so I c0 �r m T N Is r ACCESSIBILITY NOTES: A. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. B. ALL REQUIRED EXIT DOORWAYS SHALL HAVE A MINIMUM 32" CLEAR OPENING WITH THE DOOR AT 90' TO THE CLOSED POSITION. C. PROVIDE EXIT SIGNS PER BUILDING CODE @ EACH EXIT. D. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT SPECIAL KNOWLEDGE, EFFORT OR USE OF A KEY. RELOCATE THE EXISTING LADDER TO HERE RELOCATE THE EXISTING ELECTRICAL PANEL AND EXPAND HERE 72'-22" mC) 2�1"-11G rl 24 -11i" 11' - t03" Jt. HONE D 5 EXSSTING D00R 11 _ LEGEND: NOTE: PROVIDE #V/#D (# OF VOICE/# OF DATA AS SHOWN E=:@ EXISTING - DUPLEX ELECTRICAL Ep- EXISTING COMMUNICATIONS J-BOX NEW DEDICATED CIRCUIT DUPLEX FOR OUTLET -- CHANGE TO DECORA STYLE LOCATION TO BE RECABLED FOR NEW COPIER POWER SUPPLY, G.F.I. +x---,�) NEW - GROUND FAULT iNTERURPT TELECOMMUNICT IONS AND NETWORK NEW DEDICATED CIRCUIT QUADRAPLEX DUPLEX ELECTRICAL OUTLET - DECORA SERVICES. FOR NETWORK AND PHONE SYSTEM STYLE, MOUNTED +X"A.F.F. ClJI>- COMMUNICATIONS J-BOX FOR SUPPLY OF POWER SUPPLY. TELECOMMUNICATIONS AND NETWORK ❑-+- NEW HARDWIRE CONNECTION TO POWER P/F� PANEL FEED -NEW J-BOX SUPPLIED SERVICES TO PANEL SYSTEM. SEE NEW ELECTRIC WAREHOUSE DOOR WITH CIRCUIT(S) FOR PANEL FEED SPECS. OPENER. VERIFY LOCATION WITH P/FIE) PANEL FEED - EXISTING OUTLET TO BE E> EXISTING COMMUNICATIONS J-BOX TO CONTRACTOR FOR DOOR OPENER. CONVERTED TO J-BOX SUPPLIED WITH CAP BE CAPPED E--+- EXISTING SECURITY KEYPAD TO BE CIRCUITS) FOR PANEL FEED EXISTING COMMUNICATIONS J-BOX TO RELOCATED DEMF>- BE DEMOED AND PATCHED, SEE DEMO N NEW - DUPLEX ELECTRICAL OUTLET PLAN N> NEW COMMUNICATIONS J-BOX EXISTING PHONE SYSTEM TO BE AND EXISTING LOCATE NEW PHONE SYSTEM VOICE MAILREMOVED SECURITY SYSTEM TO BE SYSTEM, COMPUTER NETWORK AND SECURITY MOVED SYSTEM HARDWARE AT BACKBOARD HERE CONVERT TO QUAD / 1V/?D _ �N+42 „ 5URF.MNT G/J+12' +20° n +12 P/F +13,5" /F�E} 12 ClJ#?EDiCATEDVDSEURF.M�T E MO +48{' E +Wall' 2V/3D +12"C/J 2V/3D ECAP E tiP CAP N+42" PHON DEMO 2V/3D -EDICATED ROOM E+12" DEMO ACTG./OFF 2 OFFICE 5 OFFICE 4 OFFICE 3 3V/4D WAREHOUSE AREA N+ib" +18"N +10'N FOR WAREHOUSE t " N=C/j +12" DEMO 2V/3D 5URF.MNT — E+57.5" (NOT A PART 0 THIS PROJECT) EXISTING EXTERIOR LADDER fall +45" E SURF.t" DEMO HALLWAY N+1a"506 SO, FT, N+18 SAMPLE G/J+18" OV/ID (PLOTTER) STORAGE OPEN OFFICE 316 50. FT. DEMO+12"(E) DENO +47" E__ E+46.5" SURF,i INS( SURF.MNT N+18" DEMO N+18" 2V/2D LOWER EXIST G DEMO DEMO OUTLET TO +15" +47" +47" 4V16D +47" { SURF.MNT SURF.MNT +Ia"N (E)C/J+12" E ELL ES111� P/F+12" WI{l DEMO EXPOSED SURFACE CONDUIT NEW ELECTRICAL PANEL LOCATION (= EXISTING ELECTRICAL PANEL LOCATION SURFACE MOUNTED TO BE RELOCATED. P/FIE) +il"C/J +11" � 0 IID DEDICATED +18 +, 11 E+(I" ((� ( N+18" N+19 COPIE � F.I WAITING +i6"/+" (FUTURE COLOR PNNTBR) +43"N (FOLYCOM (8/W PRINTER) N+IS FAX RELOCAT CONF, PNONE)IV OV/2D +70"(E) Ei' 2D SECUERiT S E+11.5" N+18' PAN +18" — 71 +fall _ n iV G.F.I. HALL RL2, WALL PHN E N+I " 3'G.F G.F.I.+43" N E DEMO +12n P/F G.FJ.+72" N +12" G.F.L+15" N 2V/3D C/J+111 iiiii OFFICE I E+11.5" +53.5" N+18" RIR R/R DEMO ^ +43" " P(E) 2V/4D C/J(E) STRG. 22. 3�4,5, n NEW PHONE $ ELECTRICAL NOTES: EXISTING 100 AMP ELECTRICAL BOX IS TO BE REMOVED AND REPLACED BY A NEW 200 AMP RECESSED BOX SCALE:1/811 = 11_0rt 1 AT WAREHOUSE AS 5HOWN. ALL EXISTING LOCATIONS SHOWN ARE TO BE REWIRED TO NEW BOX AND CHECKED FOR PROPER CIRCUITING IN THE NEW FINAL PLAN. LEGEND: (::�D ALL ELECTRICAL OUTLETS AND FACE PLATES ARE TO BE CONVERTED TO NEW DECORA STYLE PLATES AND SWITCHES. NEW SWITCHES AND OUTLETS ARE TO BE ALMOND (NOT IVORY). NEW COVER PLATES TO BE NEW DOOR SEE DOOR SCHEDULE, SEE ID-5 SHEET STAINLESS. EXISTING PARTITION TO REMAIN, SAND AND PREP SURFACE OUTLETS AT PANEL SYSTEM FURNITURE TO BE SUPPLIED BY PANEL SYSTEM VENDOR. ELECTRICAL FOR NEW WALLCOVERiNG OR PAINT AS SCHEDULED. CONTRACTOR TO CONNECT BASE FEEDS TO PANEL SYSTEM AND TEST CIRCUITS AS A PART OF H15 NEW 6'w x 4'H WINDOW, WITH BLACK ALUMINUM FRAME, AND CONTRACT. WOOD MOULDING TRIM BOTH SIDES, +42"TO SILL. NEW 3-5/8" 20GA. METAL STUDS @ 24" O.0FROM TOP OF EXISTING TELECOMMUNiCATION J-BOXES MAY BE REUSED W�IERE LOCATION IS ACCEPTABLE, ALL EXISTING THE PHONE ROOM TO UNDERSIDE OF ROOF W/INSULATION TELECOMMUNICATION WIRING IS TO BE REPLACED WITH NEW 4 COLOR WIRE, SPLIT AT EACH LOCATION INTO 2 w/ 5/8" GYB. BD. BOTH SIDES SEE DETAIL 9/0-4. PAIR OF VOICE, ALL DATA LINES ARE TO BE REPLACED WITH NEW CATAGORY G CABLE, ALL DATA CABLES NEW 3-5/8" 20GA. METAL STUDS @ 24" O.C. FROM FLOOR TO MUST TERMINATE W1TH AN RJ CONNECTOR, _ UNDERSIDE OF ROOF W/1NSULATION W1 5/8GYB. BD. EACH SIDES. SEE DETAIL i1/0-4. J-BOXES FOR PANEL SYSTEM FEED ARE TO BE SET AT +12"A.F.F. TO ACCOMMODATE EASY ACCESS TO PANEL d a. NEW PARTITION 3-5/8" 20GA. METAL STUDS @ 16" O.C, TO 6" BASE FEED AFTER INSTALLATION AND FOR FUTURE SERVICE WORK, PANEL SYSTEM WILL HAVE "OPEN TILES" A.F. CEILING, (SEE CELING PLAN FOR THE CEILING HEIGHT) FOR ALIGNMENT WITH ELECTRICAL J-BOXES (AND VOICE/DATA) CONNECTIONS THAT WILL NOT COVER UP 4 SEE DETAIL 8/0-4. USE "GREENBOARD" AT INTERIOR OF J-BOXES OR OBSTRUCT ACCESS AND THAT ARE READILY VISIBLE FOR MAINTENANCE AND SERVICE WORK IN 4a RESTROOM/PREP FOR TILE. ADJUST STUD SPACING AS THE FUTURE. REQUIRED TO ACCOMODATE RECESS OF BOBRICK RESTROOM 24' %S' S'"1 i ACCESSORIES. PROVIDE BLOCKING FOR GRAB BARS. NEW WINDOW FIRE EXTINGUISHER REMOVE EXISTING DAMAGED GYB. BD. SURFACE AND 6'W x A'H ° REPLACE WITH NEW HERE AND WHERE EVER REQUIRED TO READY WALLS "LIKE NEW" TO RECEIVE NEW ACCOUNTING/ a NALLCOVERINGS AND OR PAINT AS SCHEDULED. ELECTRICAL / ALE �� PHt �E PILAN SCALE: 1/ Bit _ 11-011 OFFICE 2 a . NEW 8' HIGH WALL A F F 3-5/8" MTL STUDS I(oGA @ 16" 0 G r 1' 10" 001`1 g _ OFFICE 5 OFFICE 4 OFFICE 3 123 SQ. FT. GYB, BD. BOTH SIDES SEE DETAIL 1O11D-4. -1� iD-4 n'1 135 SQ. FT. 130 50. FT. 129 SQ. FT. �s - 4 a L — 1 NEW 3-5/8" METAL STUDS AT 24" O.C. (FLOOR TO THE CEILING) W/ INSULATION W/ 3/8" GYB. BD. ON INTERIOR DUAL ACRYLIC DOMES 12 1 f.R." INNER DOME, IMPACT ip_2 10 � �° Ex,STiNGaoG °4� SIDES SEE DETAIL {2lID-4. ALUMINUM RESISTANT POLYCARBONATE j 11I - 2" RIGID INSULATION W/ 3/8" GYB. BD ON INTERIOR SIDES, RETAINER CAP nla WAREHOUS 7 6 1 - CONDENSATE 2 3 - s.� Max 1:12 MAX.` SEALANT PROVISION mio AREA 1 a G ¢ DOOR # SEE DOOR SCHEDULE 3I1D-5. 11 g TYP. COPY WAITING/CONE. a o- AS RE4'D (BY OTHERS) 1 �J -3 SAMPLE LO ---- 12'-1141 STORAGE 8 uai� m o m 12 CD O-4 SCE �— EXISTING ELECTRICAL ROOK GD t (NOT A co PART OFTPIS PROJECT) EXISTING EXTERIOR LADDER L. ' .._.J TYP. TYP. THIS WALL WITH REGLETS D-5 I q 4, NE►N CONSTRUCTION NOTES: ALUMINUM PER ELEVATION 1/ID-3. D-a CURB FRAME 1 REPAIR SILVER PAPER AND PROVIDE NEW INSULATION AT CONDENSATE HALLWAY _ WEEP HOLES OPEN OFFICE — -- �� TOP OF CEILING TILE TO THE MAXIMUM LEVEL POSSIBLE. i 1 j2" WIDE 734 SQ. FT. No 10 _ R _ 3'-8` 3 i 2 PROVIDE EXTRA INSULATION BLANKETS ABOVE FASTENERS WOOD CURB —1 la-4 x6i. 'N - D-� RESTROOMS OFFICE 1 4 2 t 4 AND WAITING/CONF. ROOM {BY OTHERS) FIRE EXTINGUISHER — E J~ ^ (BY OTHERS) INSIDE CURB 4 TO REDUCE SOUND TRANSMISSION. DIMENSIONS 9'-61" L01�2 1 BREAK ,, ID-5 = 0-4 a � WAREHOUSE TO HAVE OPEN BUT INSULATED CEILING. SEE ROOFING (SEE ctiaRT) 2 1/8" 8 5'-!" -IN ID-3 CEILING PLAN, (BY OTHERS) 1 Q D REMOVE/REPAIR ANY ViSIBLE OR OBSERVED TERMITE ID-4 ° " ,� , DAMAGE, RESTORE FINISH SURFACE, ALUMILITE CURB MOUNT SKYLIGHT OFFICE 1 =) PROVIDE NEW PLYWOOD TELEPHONE BACKBOARD AT �I� 1 180 SQ. FT. °. 7 -`�� 1 1 -`1q 4 PHONE ROOM FOR PHONE SYSTEM SECURITY SYSTEM SKY-1: QTY. 2 - BRISTOLITE, MODEL # 3775-AL-CM-2-WTM-PC-MF, 37" V4 x 75" L ALUMILITE CURB MOUNTED SKYLIGHT WITH DUAL ACRYLIC DOMES. 1 HIM L_ J N _5 Q AND NETWORK 5ERVER. OUTER DOME TO BE MEDIUM WHITE LIGHT TRANSMITTING ACRYLIC INNER DOME TO BE "1.R." IMPACT RESISTANT POLYCARBONATE, USE BURGLAR 4 �. 5 J� AT EXISTING EXTERIOR WINDOWS $ DOOR, REMOVE RESISTANT HARDWARE (SCREWS) AND INSTALL PER MANUFACTURER'S INSTRUCTIONS, SKYLIGHT FRAME - MILL FINISH. 17 8 1 EXISTING GLASS AND PROVIDE NEW LOW-E GLASS FOR D-4 ID-4 , ( 1 RG. 4 WAITING/CONFERENCE AND OFFICE 2. n u �;� SKY-2: QTY. 4 - BRISTOLITE, MODEL # 3737-AL-�CM-2-NTH-PC-MF, 37 W x 371 ALUMILITE CURB MOUNTED SKYLIGHT WITH DUAL ACRYLIC DOMES. „ d L e. J PROVIDE BLOCKING AND SUPPORT FOR NEW SWIVEL T.V. OUTER DOME TO BE HIGH WHITE LIGHT TRANSMITTING ACRYLIC, INNER DOME TO BE "I.R." IMPACT RESISTANT POLYCARBONATE. USE BURGLAR RESISTANT 131_i1I 4 ! MOUNT AT CORNER OF ROOM AS SHOWN/+7'-6"A.F.F. TO HARDWARE (SCREWS) AND INSTALL PER MANUFACTURER'S INSTRUCTIONS, SKYLIGHT FRAME - MILL FINISH, 12, B38„ 4 a �.. BOTTOM OF UNIT. 2 PROVIDE NEW FRAMED TEMPERED SLIDING GLASS WINDOW SKY--3: QTY. 3 - BRISTOLITE, MODEL # 2222-AL-CM-2-WTM-PC-MF, 22-114"W x 22-1/41 ALUMILITE CURB MOUNTED SKYLIGHT WITH DUAL ACRYLIC DOMES ID-3 IN ANNODIZED BLACK ALUMINUM FRAME AT COUNTER LEDGE, OUTER DOME TO BE MEDIUM WHITE LIGHT TRANSMITTING ACRYLIC INNER DOME TO BE "I.R." IMPACT RESISTANT POLYCARBONATE. USE BURGLAR 1 4 A PROVIDE PLYWOOD SUPPORT FOR COUNTER LEDGE, RESISTANT HARDWARE SCREWS AND INSTALL PER MANUFACTURER'S INSTRUCTIONS, SKYLIGHT FRAME - MILL FINISH. y4 � PROVIDE NEW WATER HEATER AND PLATFORM ABOVE ( ) d RESTROOMS. SEE PLUMBING DRAWINGS. SKY-4: QTY. I - BRISTOLITE, MODEL # 2222-AL-CM-2-NTH-PC-MF, 22-1/4"W x 22-1/4"L ALUMILITE CURB MOUNTED SKYLIGHT WITH DUAL ACRYLIC DOMES. OUTER DOME TO BE HIGH WHITE LIGHT TRANSMITTING ACRYLIC, INNER DOME TO BE "I.R." IMPACT RESISTANT POLYCARBONATE. USE BURGLAR RESISTANT NORTH HARDWARE (SCREWS) AND INSTALL PER MANUFACTURER'S INSTRUCTIONS. SKYLIGHT FRAME - MILL FINISH. / ct} Isi FLOOR PLAN N O aMade lnc\JOBS\2003\0341 Accolade Santa Ana\Dwg\FINAL CDs\REVISION_2 ACCOLADEWEW OFFICE-0301H.dwg, 6/51200510:37:02AM SCALE: vs11.r-011 ' BRISTOLITE SKYLI SCALE: N.T.S. C�EVIsi{JNS MAY 10, 205 j' I Z\—\ ACCOtAdF. INTIERiORSI INC 2800 SouTh NMiN STREET, STL F SANTA ANA, CAWORNIIA 92707 PHONE 714-241-7774 FAx 714-241-7747 CONSULTANT: STRUCTURAL ENGINEER STRUCTURES - A CON5ULTING COMPANY 24081 DANA POINT HARBOR DRIVE, SUITE 12 DANA POINT, CA g2629 PHONE: 949-358-0205 FAX: 94q-388-020q CONSULTANT: ELECTRICAL/MEGHAN ICAL/PLUMBING ENGINEER M.A. FRANCIS t ASSOCIATES, INC. 2111 BUSINESS CENTER DR., SUITE 220 IRVINE, CA 92612 PHONE: q4q-263-6640 FAX: q4q-263-6648 KEY NOTES •P0ROJ EC • • T• • • • ! • • ! • • • • ! • • • • • ! • • • • • • • • : OFFICE YODL • ! • • • ! • • • • • • • • • • ! • • • • • • ! • • • • • • • • ACCOLADE INTERIORS/ N. 2800 SOUTH MAiN STREET, SUITE F SANTA ANA, CALIFORNIA g2707 PHONE: 714-241-7774 PAX: 714-241-7747 0*0 SHEET TITLE:• pEi• • • • • 1`10 PLAN/ FLOOR PLAN POWER PLAN AND INTERIOR ELEVATION ! • • • • ! ! i • • ! • • • • • • • • • • • • • • • • • • • • • 0 DESIGN: DRAWN: G, BISHOP I G. BISHOP • • • 0000000000000000000000000000 • 0 CHECKED: PROJECT NUMBER: G. BISHOP #0301 • • i • • • • • i • • • • ! • • • • • • • • • • • • • • • • • i 0 DATE: SCALE: 05.27.04 L NTS • • • • • • 0 • • • • • • • • ! • • • • • • • • • • • • • • • • 0 N• • • • • • • • • • i • • • • • • • ♦ • • • • • • • • • WING' ME: E:/JOB5/2003/0301/DWG/NEW OFFICE-0301.DWG WING ST EDITED: 05/10/05, 12:OOPM U ..'✓i.�t�ta � i� i C:i�t 61a LINE OF EXISTING LINE OF EXISTING EXISTING FLURIORERESCENT FIXTURES RELOCATED BEAMS 1g 2,1 BEAMS 18 2' X 2' SUSPENDED ACOUSTIC TILE CEILING, TYP. � FLURqa6° SEE DETAILS .. •:HOBO -LID.., .. .::...:.'. 3, I" — — — — ID-4 ID-4 �-4 �D-4 Nt 2 3 ACTGf K - j ! I OFFICE 2 2 irb"FI ��..': N s IOIH ► GYPSUM BOARD CEILING c TOILET ROOMS AND FFI E 11 I 3 FFiCE 3, PHONE ROOM R 5 1WH i 1 10 ION 1 { o° _ - I ► 2' X 4' RECESSED FLUORESCENT LIGHT � � ` 11 [7q I " - - 0'"61 � 'U i i g " / - - - - - +boIN� WA1 ING ® 2 X 2 RECESSED FLUORESCENT LIGHT _ €COCA +60 SKI,-� i ,n N L G 8 LTG-8 LTG-8 LTG-8 LTGn-8 4TG- ' a� f^ CC�C� }'� (� /'' THIS SPACE NOT COhiDITiON ONLY r i-'"' Q jC'"� ("'�� ^ "Q 1 RE"L`„`^'ED �••'©W' LIGHT _ 13'-b"H +60, I SKY-1 \ - �SKY-I ID-4 SURFACE MOUNTED INCAND. FIXTURE LTG-13 €-R€LCCA7€ t 12 -15 KY_fi LOCAT `Q 6 + O SKY-1, 37"W x 75"L SKYLIGHT, WITH STRAIGHT I-TG-12 — — LTG•12 n 11 NIEERL / , - 2 , E RE °oA E - -Q1 DRYWALL SHAFT TO ROOF, SEE DETAIL 1, L � 12 a OFFICE 1 „ u 23 ! 102 �3}RG ` 1 I I I jIT7 DRYWALL7SHAFT TO ROOF.SKYLIGHT, HTSEEI DETAIRAIGHT ti KY- 0 17 11 * 0"(E ! I R— -io I ID-2. fi G l 7 X1 11 SKY-3 22-1/4"W X 22-1/4"L SKYLIGHT WITH ELECTRICAL --�- - � .l r t Roots F _ -T 3 y. _ ! ! 1 KY-3 2 I Ili STRAIGHT DRYWALL SHAFT TO ROOF, SEE DETAIL 1 NOT A a 1D-2. o THIS 12 E.. ,f.. N ' a ' SKY-3 22-1/4"W X 22-1/4"L SKYLIGHT WITH TAPERED PROJECT) 10, 1 DRYWALL SHAFT TO ROOF. SEE DETAIL I ID-2, - 7 2 - SKY-4 22-1/4"W X 22-1/4"L SKYLIGHT AT ROOF WITH -2e NORTH No SHAFT. SEE DETAIL 1, ID-2. VENT SUPPLY, 24" SQUARE AIR SUPPLY N q. BOX —IN ALL NEW SKYLIGHTS WITH DRYWALL LIGHT WELLS TO GRILL FOR DROP TILE CEILING I \ NEW CURB —MOUNTS AT ROOF. SEE STRUCTURAL PLAN. 10. FRAME AND REINFORCE ALL SKYLIGHTS AT ROOFING LINER DIFFUSERS FOR DRYWALL NEW CEILING NOTES: MEMBRANE PER STRUCTURAL ENGINEER'S DETAILS, CEILING AT WAITING/CONFERENCE 1, EXISTING T-BAR CEILING TO BE REMOVED AND REPLACED WITH 11. PROVIDE AUTOMATIC SWITCHING (MOTION SENSING) AT ALL ® VENT SUPPLY, G" SUPPLY AIR GRILL NEW GRID AND TILE TYPICAL THROUGHOUT. SAVE EXISTING PRIVATE OFFICES $ LIBRARY, PER ELEC. ENGINEER'S PLANS. FOR DRYWALL CEILING AT RESTROOM LIGHTS FOR REUSE, 12, AT OPEN OFFICE AREA, PROVIDE SWITCHING FOR 50% ON, 100% 2. NEW CEILING GRID @10'-0"A.F.F. TYPICAL TO BE: 2' X 21. ON, ON G SWITCHES (2 FOR EACH FIXTURE RUN). VENT RETURN, 24" SQUARE RETURN AiR GRILL 3. NEW CEILING TiLE (TYPICAL) TO BE: 2' X 21. 13. AT CONFERENCE, PROVIDE FLUORESCENT LIGHT BOWL. z FOR DROP TILE CEILING 4. SEE LIGHTING SPEC. SHEETS FOR LIGHTING FIXTURE CALL OUTS. 14. ALL LIGHT SWITCHES TO MEET TITLE 24 REQUIREMENTS. VENT RETURN, 18" SQUARE RETURN AIR GRILL 5. SKY-1, TWO (2) NEW I.R. SKYLIGHTS FROM BRISTOLITE AT OPEN 15. THE CENTER OF ALL LIGHT SWITCHES SHALL BE LOCATED NOT OFFICE, EACH ONE 37"W x 7511L., WITH STRAIGHT DRYWALL SHAFT LESS THAN 3G INCHES NOT MORE THAN 48 INCHES ABOVE THE FOR DRYWALL CEILING AT WAITING/CONFERENCE TO ROOF SET IN CEILING TILE, SEE DESIGNER'S SPECS FOR FLOOR. 0 VENT RETURN G" RETURN AIR GRILL FOR MORE INFORMATION. 16. CONDUIT MUST BE MIN, G" CLEAR ABOVE THE CEILING GRID. DRYWALL CEILING AT RESTROOM G. SKY-2, FOUR (4) NEW I.R. SKYLIGHTS FROM BRISTOLITE AT 17, NEW WATER HEATER PLATFORM LOCATED ABOVE RESTROOMS, SAMPLE STORAGE, EACH ONE 37"W x 37"1 ., WiTH STRAIGHT ACCESSIBLE WITH A LADDER THROUGH CEILING TILE. SEE 0LOW SONS FAN UNITE DUCTED TO THE OUTSIDE, DRYWALL SHAFT TO ROOF SET IN CEILING TiLE. SEE DESIGNER'S PLUMBING PLANS FOR MORE INFORMATION. 80 C.F.M., ONE AT RESTROOM, AND ONE AT r" SPECS FOR MORE INFORMATION. 18. 7-1/4" x 9/16" PAINT GRADE "MDF" CROWN, TYPICAL AT BREAK AREA. BOTH FANS OWNER SUPPLIED, 7, SKY-3, THREE (3) NEW I.R. SKYLIGHTS FROM BRISTOLITE ONE PRIVATE OFFICES, OPEN AREA, RESTROOMS, AND WAITING EXISTING THERMOSTATS TO BE RELOCATED AT OFFICE 1, WITH STRAIGHT DRYWALL SHAFT TO ROOF SET IN AREA. AND REPLACE WITH NEW. CEILING TILE, TWO AT RESTROOMS WITH TAPERED DRYWALL qk LIGHT SWITCH SHAFTS (NOMINAL 2'W x 51 AT CLG.). ALL SKYLIGHTS 22-1/4"W TILE CEILING START POINT x 22-1/4"L. SEE DESIGNER'S SPECS FOR MORE INFORMATION. B. SKY-4, ONE (1) NEW SKYLIGHT AT WAREHOUSE FROM — - - --� CEILING CROWN MOLDING BRISTOLITE, 22-1/4"W x 22-1/4"1 SET AT ROOF WITH NO SHAFT. EXIT ILLUMINATED EXIT SIGN W/BATTERY BACKUP SEE DESIGNER'S SPECS FOR MORE INFORMATION. � EXISTING DOWNSPOUT TV I LINE OF EXISTING I LINE OF EXISTING GLUE -LAM BEAM GLUE -LAM BEAM _ __ ____57'_�lu ___ CU1 — �� SKY-2--- -- ---- LINE OF EXISTING—.—T--- �------ I �❑� - ` ,,----� RAFTERS (TYP.) SLOPE MATCH TO THE EXISTING cs TYP. ROOF OVERNAP 4' IOII ] GRAY ROOFING N 141_ilu - TILE Z� AC 1 5KY-2 REL AT �I. HERE TYP. �N G SKY- a ® DEM iD-2 — -0 GI-3° — F _e 8 SKY-2 SKY-1 SKY-1... — I I�14 16 I ! I T� iq'-/,�II D-4 iD-4 TYP. AC2 !� SLOPE o SLOPE I I SKY-2II-IO�n �I�IATCH TO THE EXISTING — — II_104`i SKY-3 II m SKY-3 TYP. I 5KY-3 / 1 cold F L J 5 `mot / 15 o — -2 II l ID-4 %n r- ----------__ __-. ---- —_ �- — -- — — ___ _._ — IPoo- 20-142" (I 1. CD C10D I I I EXISTING EXTERIOR ROOF LADDER m � SKY-4, NEW SKYLIGHT (QTY. i) -W x 22-1f4"1 ROOF DEi'�O/CONcJ�RUCT l0�! NOTES: � ` � CONTRACTOR TO VERIFY AND COABRI�iH POSITION AND CUT EXISTING AfC UNITS TO BE REMOVED. THREE NEW NVAC OUT OF ALL SKYLIGHTS AT ROOF BASED ON EXACT LOCATION UNITS TO BE RELOCATED AS SHOWN ON MECHANICAL OF FINISHED SKYLIGHTS AND DRYWALL 514AFTS AND SOFFITS ENGINEERING AND STRUCTURAL PLANS. AND THEIR RESPECTIVE POSITIONS WITHIN THE FINAL CEILING T GRID AT THE INTERIOR. FINAL LOCATIONS TO BE APPROVED � • f C EXISTING RESTROOi"1 VENTS TO BE REMOVED OR REWORKED BY OWNER PRIOR TO CUT OF ROOF, TO ACCOMODATE NEW RESTROON VENTS AND VENT AT t 1 CONTRACTOR TO VERIFY AND COORDINATE POSITION AND CUT BREAK AREA. L i OUT OF NVAC SHAFTS AND CURBS AT ROOF WITH ) �SKY-I, NEW SKYLIGHTS (QTY. 2) - 37"W x 75"L MECHANICAL ENGINEER AND OWNER. FINAL LOCATIONS TO BE / APPROVED BY OWNER PRIOR TO CUT OF ROOF. s'- SKY-2 NEW SKYLIGHTS (QTY. 4) - 37"W x 37"L REMOVE AND RELOCATE EXISTING ATTIC VENTURI FAN (OR REPLACE WITH NEW TO MATCH EXISTING) AS REQUIRED. SKY--3, NEW SKYLIGHTS (QTY. 3) - 22-1/4"W x 22-1/4"L RELOCATED AS SHOWN TO CLEAR THE WAY FOR SKYLIGHT. c0 ROOF PLAN tV 0 =lade lnc\JOBS1200310301 Accolade Santa AnaV)"WINAL CDsIREVISION 2 ACCO ADEWEW OFFICE-0301H.dwg, 6 20052:39:43 PM PREP AND PATCH ROOF AS REQUIRED. 10, PROVIDE "BURGLAR BARS" AT NVAC ROOF PENETRATIONS 9G INCHES SQUARE OR LARGER. SEE MECHANICAL PLANS FOR MORE DETAILS AND NOTES. PLAN G AREA CONCRETE TOP - OF DRIVEWAY RAMP 2 o MAX. 1 I SCALE:1/811 =11_O11 D;SABLED ACCESS CURB P ANTING AREA CONCRETE SIDEWALK 19 IQ-4 a r B b 2' - 45" 42" MIN . - 18" 18" 11771 F x 7'-931I / TOI LE7 ROOil FLOOR FLAN ! 43. t,2lmmi ELEVATION -- A ELEVATION — C NOTES: tg A. FLUSH CONTROL HANDLE ON WATER. CLOSET TO NAVE a A MAXIMUM OPERATING FORCE OF 3 LBS.F. [�mm] 3j1g b" B. LAVATORY CONTROLS TO BE OPERABLE WITH ONE NAND {435mm]{,52mm] {2] Tt,MAXIMUM OPERATING FORCE OF 5LBS.F. ; �kem;, f9 9Aee C. NOT WATER SUPPLY AND DRAIN WIPING TO BE INSULATED s to/z° -PeP Tew OR COVERED. {asomm] e„ ,i sec s; wa am „s D. PROVIDE CERAMIC TILE AT FLOORS AND WALLS OF Fm,an Fcca of Wall °9 RESTROOMS TO A MINIMUM HEIGHT OF +48"A.F,F AT 4 1/4' Lock K ALL WALLS, AND WITH A 5"H SANITARY COVE BASE. [t45mm] ®e e� USE WATER. RESISTIVE GREEN BOARD DRYWALL FOR (III { � 1142otm, acnnpt�n ALL CERAMIC TILE AREAS, CERAMIC FLOORS TO MEET [ TSmm, 5 O.(o COEFFICIENT OF FRICTION BOTH NET AND DRY. 5 ELEV'A'TION — D L-I TO ROO 1 EOU I F1 I LENT SCE VDU L 1. BOBRiCK: GRAB BARS, NO. B-G8137, SATIN FINISH 54"W x 36"D x 1-1/2"DIA. WITH CONCEALED MOUNTS. 2. AMERiCAN STANDARD, CHAMPION RIGHT HEIGHT ELONGATED TOILET, "BARRIER FREE" 1.6 GAL. FLUSH, 16-i12"H (17-1I2"SEAT HEIGHT.) VITREOUS CHINA, WITH AMERICAN STANDARD, "RISE AND SHINE" NO, 5324.019 ELONGATED TOILET SEAT, ADDS I" IN HEIGHT. 3. BOBRICK: WALL MOUNT, RECESSED TOILET TISSUE/SEAT COVER DISPENSER WITH SANITARY NAPKIN DISPOSAL, NO. 8-3574, SATIN FINISH, ROUGH WALL OPENING: IG"W x 2ci-1/4"H x 4"MIN. DEPTH, MOUNT 43-1/2" TO TOP OF UNIT FOR BARRIER FREE. 4, ADA COMPLIANT "VANITY UNDERMOUNT" SiNK, WITH OVERFLOW, FINAL T.B.D. SEE DESIGNER'S SPECS. 5. AMERICAN STANDARD CERAMIX BATHROOM FAUCET, MODEL NO, 200.101X, PVD SATIN, LAVATORY FAUCET FOR SINGLE HOLE, WITH POP-UP DRAIN, FOR 3/8" COPPER SUPPLY LINES. G. PROVIDE INTERNATIONAL SYMBOLS ON RESTROOM DOORS (SEE DETAIL GlID-4), IN CONTRASTING COLORS, SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF GO"A.F.F. 7. BROAN SOLITAIRE ULTRA SILENT BATH FAN, MODEL NO, SBO, 1.6 SONES, FOR 4"DUCT, 99CFM AT 0.0", 35 AT .375". UNIT MUST PROVIDE EXHAUST W/COMPLETE CHANGE OF AIR EVERY 15 MINUTES. B. BOBRICK CONTURA PAPER TOWEL DISPENSER AND WASTE RECEPTACLE, MODEL NO. 8-43944, ROUGH WALL OPENING: 16"W x 54-3/4"H x 4"MIN, DEPTH, SATIN STAINLESS FINISH. 9. BOBRICK RECESSED STAINLESS STEEL MEDICINE CABINET, MODEL NO. 8391B, ROUGH OPENING: 15-1/4"W 25-1/2"H x 3-5/8"MIN. DEPTH. 10. BOBRICK SURFACE MOUNTED DOUBLE ROBE NOOK, B-7G727 SATIN FINISH STAINLESS STEEL. will- ' i I A SCHEDULE (MEWS SHOWN, WOMEN'S SIMILAR) SEE STRUCTURAL DWGS. FOR g 1 DIAGONAL BRACING DETAILS D-4 1 AT CRIPPLE WALLS GLUE LAM BE M GLUE LAM BEAM �23��i3��iII?STS�FSE3�3F��i75�Si3II EXISTING + OPEN SPACE / FOR NVAC EQUIPMENT ACCESS i a ' I EXISTING LADDER FOR C� ACCESS TO EQUIPMENT n FRY REGLET REVEAL MOULDING - TYPICAL TEMPERED GLASS (TYP. ) #DRM-625-75, SPACING AS SNOHN. SC,L,�B��-,�-0�� BUILDINGESECTION pl) = OL ► -- EQ . SCALE.- 3/811 = 11_O1/ 1 m REVIISIONS L�� MAY 10, 2005 ZL ACCO E NTERIO►R5p NC 2800 SOUTH RMIN SiREETIF STE. SANTA ANA, CAUEDRNiA 92707 PHONE 714-241-7774 FAx 714-241-7747 CONSULTANT: STRUCTURAL ENGINEER STRUCTURES — A CONSULTING COMPANY 24081 DANA POINT HARBOR DRIVE, SUITE 12 DANA POINT, CA '�262'� PHONE: q4q-388-0208 FAX: q4q-388-020q CONSULTANT: EL ECT"RICAL.IMECHANICALIPLUMBI NtG ENGINEER M.A. FRANCiS I$ ASSOCIATES, INC. 2111 BUSINESS CENTER DR., SUITE 220 I RV I N E, CA g2612 PHONE: q4q-263-6640 FAX: A 0• l :040 2:: • : r M0 • • • • • • • • ! • • • • • • KEY NOTES ! •PROs EC ! • T• i • i • • • • • • • • • • • • ! • i • • • • i • • • : OFFICE REIIODEL • ! • • • • • • • • • • • • • i • • • • • • • i i • • • • ! • • ACCOLADE INTERIORS/ NC . 2800 SOUTH MAIN STREET, SUITE F SANTA ANA, CALIFORNIA g2707 PHONE: 714-241-7774 FAX: 714-241-7747 • • • • • • • ! ! • • • ! ! • • • • • • • • • • ! • • • • ! ! • SHEET TITLE: REFLECTED CEILING PLAN ROOF PLAN, BUILDING SECTION AND TOILET ROOM0 • • • • • • • • • • • ! • ! ! • • • • • • ! • • • • ! • • • • i DESIGN: DRAWN: G. BISHOP I G. BISHOP • • • • ! • i • • • • • • ! • • • ! • • • ! • • • i • • • • • • 0 CHECKED: PROJECT NUMBER: G. BISHOP � #0301 0 DATE: SCALE: 0B.27.04 NTS • • i i • • i i • • • i i • • i • • • • • • • • • • • i • i • • D --- 3 • • • • • • • • • • • • • • • • • • • • • ! • • • ! • • • • • • DRAWING NAME: E:/JO5S/2003/0301/DWG/NEW OFFICE-0301.DWG DRAWING LAST EDITED: 05/10/05, 12:OOPM MECH. EQUIPMENT ----1— FIBERGLASS BASE SHEET - MECHANICALLY FASTENED FOR TOP OF WALL SEE DETAIL 11/0-4 VIBRATION ISOLATOR MOUNTINGI MODIFIED BITUMEN MEMBRANE, SET INTO HOT ASPHALT I 3-5/8" 20 GA. METAL STUD 3f4" PLYWOOD SHEATHING 0 16" O.C. -•--- ROOF STRUCTURE CURB OR PLATFORM 2X6 WOOD SUPPORT 0 6" O.C. 8 GA. HANGER WIRE PLYWOOD — _ -1 24 GA. G.I. FLASHING PAN 1I,. 10'-6" W/3 TIGHT TURNS VAS 3/4" WOOD SHIM CRICKET L 1 I1 , " --- 0 48 O.C. DBL 3-5 8" / BASE FLASHING FASTENER 0 6" O.C. T-BAR CEILING 10 -0 EXISTING � _ 20 GA. MTL. STUDS SLOPE II ;I� �v 24 GA. G.I. 1-PC COUNTERFLASHING INSERT SECURED USING 3/8" GONTRETE A.F.F WALL 1 /4" DIA. X 3" EVE SCREW _ `---Y-- U HEAD SCREW THROUGH 5/8" STEEL/NEOPRENE WASHER 0 12" O.C. T-BAR CEILING - W/ 1 1 /4" MIN. PENETRATION 45 4" SHAPED WOOD CURB, SEE STRUCTURAL DRAWINGS CRICKET PLAN VIEW R-11 BATT AT ANGLE OF WIRE __ ____ NTS cv MODIFIED BITUMEN FLASHING MEMBRANE INSULATION SPLAY WIRE W 4 NOTES: Cr FIBERGLASS FELT FLASHING PLY 3 5/8" 20 GA, MTL STUDS AT 24" O.C. 8'-6" TIGHT TURNS 1. ANY SECUREMENT OF UNITS OR SUPPORTS zo 4" FIBER CANT STRIP BUILT-UP ROOFING, OVER PLYWOOD LA,F.F INTO THE HORIZONTAL PLATFORM SURFACE "5 SHEATHING OVER ROOF STRUCTURE 2 2 SHALL BE THROUGH SOLID 1 f4" NEOPRENE 3/8 WATERPROOF GYP BD. PROVIDE STRONG �� BACK HANGER WIRE W/ 3 �-- GASKET. APPLY ELASTOMERIC SEALANT ON INVERTED FIBERGLASS BOTH SIDES R-11 8 TYPE X' / MIDPOINT OF ALL SPANS BATT INSUL. TIGHT TURNS UNDERSIDE AND TOP OF GASKET IMMEDIATELY CAP SHEET PRIOR TO INSTALLING BOLTS (BY OTHERS). LOOR ATTACH WITH POWER DRIVEN WATER RESISTIVE OVER 9'-0" _ „ „ GYP. BD. 5/8' TYPE X I`II 2, INSTALL PLYWOOD CRICKET ON HIGH SIDE OF INISH FASTENER AT 24' O.C. (1" PENATRATION) I.C.B.O. NO. 1290 GYP. BD. TOILE ROOM SIDE PLATFORM 24" OR WIDER. MITER PLYWOOD _6 CRICKET TO MEET FLUSH WITH DECK AND WOOD SHIM YWOOD CRICKET -WHERE RE4 ERIU D {SEE NOTE No. 2 ABOVE) PLATFORM. PLATFORM SHALL BE RAISED AS\_PIJOINT NECESSARY TO EXTEND A MINIMUM 7-1/2" MITER PLYWOOD TO MEET FLUSH W/ PLYWOOD DECK & CURB IF ELEVATION DIFFERENCE IS MORE THAN 1/8', INSTALL 6' WIDE NOTE: PROVIDE ADD SEALER ALTERNATE FOR 2 NOTE: PROVIDE ADD ALTERNATE FOR 2 X WOOD STUDS NOTE: USE 8 GA. WIRE AT SUSPENDED DRYWALL / PLASTER CEILING AND ABOVE THE CRICKET (WHERE REQUIRED). - X 4 WOOD STUDS 16 24 GA. SHEET METAL NAILED, FOLLOWED BY INVERTED FIBERGLASS 0 16" O.C. 12 GA. WIRE AT ACOUSTIC CEILINGS CAP SHEET (SHEET METAL BY OTHERS) CONCRE LOC 'WALL TOILET ROO FRAMING � SPLAY / HANGER WIR116 H.V.A.C. PLATFORM CRICKET SCALE: NTS SCALE: NTS GYP, BD, CEILING SCALE: NTS ATTACHMT SCALE: NTS LEAD COLLAR ROOFING MASTIC 12 GA VERTICAL WIRE — FOR TOP OF WALL SEE DETAIL 11/1D-4 ROOFING 3 - VANDAL - PROOF ---- STRUCTURE ABOVE 2x BLOCKING " 12 GA.X 6CONT. ANCHOR HANGERS AT 4'-0" O.C. MASTIC, TYP. SET SCREWS - TYP. PLATE, TO MIN. OF ONE STUD SELF TAPPING MTL. EACH WAY TYPICAL. PAST GRAB BARS LAST ATTACHMENT, SCREWS FASTENED PERMASEAL, TYP. SIMILAR BEHIND LAVATORY TO 2 STUDS MIN. PER GRAB BAR RIGID VERTICAL STRUT IFF" R-11 CLG. INSUL. 24 GA. G.I. SKIRT ATTACHMENT AT 12'-O" O.C. EACH JI` WAY. STRUT SHALL BE --� � � � UJ �` STEEL OR WOOD STUD, ROOFI N G © BLACK IRON, EMT OR _ cv 1 1/2" STUD WALL ,•V..,,, AN APPROVED EQUAL. z_ a h WIDE FLANGE CONT. --""-- PROVIDE TRACK T4 ALLOW FOR 1" DEFLECTION TRACK 16 GA. WITH 1 1/45 18 GA. MIN.CLR. MTL. GRAB BAR '`;t"`'°".ti>a..• 12 GA WIRE SPLAYED LO 2 --No.6 SCREWS AT EACH RAFTER I IN FOUR DIRECTIONS q0 i :.;...;",t.,. APART AT 12'-0"O.C. R-11 BATT .�, A,F.F INSULATION GYP.BD. CEILING CONCEALED TYPE BACK � EACH WAY. 3 5/8" METAL STUDS AT 16" O.C. SUSPENDED CEILING 3 5f8" 20 G . METAL STUDS PLATE SPOTWELD BOLTS PER MANUF.SPECS. NOTE: AT 24" O.C. MARLITE OVER WATERPROOF TO STEEL PLATE 1. VERTICAL STRUT: A VERTICAL STRUT FASTENED TO THE MAIN DRYWALL. SEE INT. FIN. SCH. RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE STRUCUTAL JOINT SEALER 5/8" WATERPROOF GYP BD. BOTH SIDES INSULATION INSULATION NOTE: SEA ER —5/8" TYPE "X" GYP BD. PROVIDE ADD NOTE: MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED PROVIDE STABILIZING /�/L EE SPECS. ALTERNATE FOR 2 BOTH SIDES GRAB BAR AND MOUNTINGS TO BY THE BRACING WIRES. FLOOR — ATTACH WITH POWER DRIVEN SUPPORTS AND _ SECURE TIGHT , NOTE: LEAD X 4 WOOD STUDS 0 16" O.C. ATTACH WITH POWER DRIVEN FASTENER AT 24" O.C. WITHSTAND 250 ib.ft. IN BENDING, SHEAR & TENSION 2. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12 ON FINISH FASTENER AT 24" O.C. (1" 8 SKIRT AND COLLAR BY PLUMBING (1' PENATRATION) I.C.B.O, NO, 12 0 W/1/8" MIN. RADIUS ON ALL CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN (o' OF PENATRATION) I.C.B.O. NO, 1290 SEE PLUMBING SKIRT - TYP. CONTRACTOR SEE N FITTINGS. SHALL NOT ROTATE THE WALL. FOR SIZE PLUMBING 3. WOOD STUD VERTICAL STRUTS ARE PERMISSABLE IN SPECIFICATIONS COMBUSTIBLE BUILDING CONSTRUCTION TYPES ONLY. PLUMBING WALL VENT PIPE THROUGH SUSPENDEDCEILING 9 15; DEMISING AL CRAB BAR 7 ROOF ROOF BRACING SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS VERTICAL cJ GYP. BD FIBERGLASS CAP SHEET 8 _0 1. COMPRESSION STRUT WITH f�? — 2 PLIES FIBERGLASS FELT _ _ _ A.F.F SPRING PER UBC STANDARD SECTION SCREW 047-1812(C). 4EV __-- NOTE: COMPRESSION FIBERGLASS BASE SHEET PROVIDE ADD WOMEN STRUCTU STRUTS SHALL NOT UNDERBID REPLACE HANGER ALTERNATE FOR 2 X 4 WOOD STUDS $ $ e WIRES. 12" WIDE STRIP OF INVERTED ©1s" O.C. MECHANICAL FASTENER MODIFIED BITUMEN FLASHING AT M r� �}� #12 RIDGE AND VALLEY NAILED TO —SUSPENSION WIRE GA. HOLD IN PLACE J. 10 �- WIRES AT 4'-0" O.C. EACH WAY. FIBERBOARD TAPER STRIP NAILED 3-5/8„" 16 GA. METAL STUDS AT 16 O.C. SIGNS TO BE BLUE WITH WHITE LETTERS RUNNE , MAIN 45 TYPICAL TO DECK — <C BULLN JOINT SEALER 5/8" GYP BD BOTH SIDE RUNNE 2 GA. WIRE CROSS SPLAYED IN FOUR X, IRECTIONS CIO' FRAMING FLOOR SYMBOL DESCRIPTION 12Ro.c EACH FINISH WAY THESE GEOMETRIC SYMBOLS SHALL APPEAR ON DOOR OR ON WALL ADJACENT TO STRIKE SIDE OF DOOR AT HEIGHT OF 60" AND THEIR NOTE: TAP & SPACKLE PLYWOOD SHEATHING ATTACH WITH POWER DRIVEN COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE PROVIDE HANGER WIRES WOOD RIPPING AT 16" O.C. FASTENER AT 24" O.C. (1" PENATRATION) I.C.B.O. NO. 1290 COLOR AND CONTRAST OF THE DOOR OR WALL. ALL SIGNS SHALL FOR ALL MAIN RUNNERS AND CROSS RUNNERS HAVE GRADE 2 BRAILLE. WITHIN 8 OF CEILING PERIMETER. B Ji I NOSE CRICKET DETAIL SOLID CORE 0 RESTROOM DOOR COMPRESSION STRUT 2 SCALE: 3" = 1'-011 SCALE: N'TS SCALE: 1/4" = V-0" SYMBOLS SCALE: NTS SCALE: NTS MTL, EQUIPMENT GASKET W/ CAULKING SEISMIC BRACING REQUIRED 12 GA. GALV, DOUBLE CURB BY MECH. 2X BLOCKING STRUCTURE ABOVE 2" MIN. OR 6" MAX. FROM W LL ANNEALED HANGER WIRES C� STRUCTURE ABOVE STRUCTURE ABOVE 2X BLOCKING AS RAFTER AS REQUIRED AVAILABLE CONTRACTOR ! LINE OF EQUIPMENT 01 HOUR WALLS WIDE FLANGE CONT. ...._-- ----PROVI[�E TRACK TO ALLOW FOR 1 DEFLECTION II 4`-0" O.C. W/ ADDITIONAL 2 MI ' �ti X WIRE @ EACH. LIGHT FIXTURE CORNER ATTACHED TO (2) LAYERS 5/8" 24 GA. COUNTER TRACK 16 GA. WITH ____ 3 - 7/16 FRAMING c,TRC�CT AL �O '[xA. ARE 2 -NO. 6 SCREWS A SCREW AT EACH i2� GALV @ GYP. BD. EXH. FLASH EACH RAFTER CONNECTION " 5/8 GYP. BD. 12 -O O.G. E-W (4 FANS ONLY �9 WIRES/SPLAY) EACH 2x4 NAILER 5/8" GYP. BD BOTH SIDES -I 96 S.F. OF C PROVIDE ADD PROVIDE 3-5f8" 20GA. ALTERNATE FOR 2 � MTL. STUD @ 48 O.C. VARIES INSULATION REMOVE TOP 12" OF EXIST. NEW RUNNER CROWN MOLDING ° X 4 WOOD STUDS AT 45° ANGLE AS GYP. BD, FROM EXISTING WALL AND REPLACE —EXISTING sruD 5/8" GYP. BD. 10'-6" BRACE FOR WALL CANT. STRIP WITH NEW TO UNDERSIDE CROWN MOLDING VA.F•F 3-5/8" 20 GA. METAL OF STRUCTURE „ STUD 0 16" O.C. OR 10 -0 ROOFING PER SPECS NOTE: STAGGERED FRAMING = " ' A. F. F 24" O.C. AS SCHEDULED PROVIDE ADD SCREWS `9 � d T-BAR CEILING ALTERNATE FOR 2 x 4 WOOD STUDS 3-5/8" 20 GA. MTL. 8" GYP. BC?• `� - - - `� ANNELS i42"0'1' R-11 BATT INSUL. -3/4„ PLY. ROOF SHEATHING 1s" O.C. . .;. ` ' 2 RIDGED INSULATIO @ C, MAXNER . 3 SHIM CURB LEVEL, —CEILING TILE G 5/8" TYPE "X" GYP. BD. STING E TE NO ' (2) 2x6 OR (1 ) 4X6 JOIST Wf 'F' HANGER E RI 1. S ICES MUST BE A THROUGH CONNECTION TO RESTRAIN GEILI SYSTEM AT TWO ADJACENT WALLS. LEAVE REMAINING 0 EA. END PER PLAN WALL NRESTRAINED. LOBBY FRAMING GYP.TOPICAL BD. CEILING SCALE: NTS FRAMINGI BRACE AS REOUIRED SCALE. NTS 17 EOU1PMENT CURBCEILING SCALE: NTS1 13 E�CTENSIN F LL T UNDERSID""'E OF ROOF DETAIL SCALE: NTS ! i • o ! ! o 0 0 o i o • ! o • • • • i • • ! • ! • o • • • ! ! REVISIONS MAY q, 2005 Ai A A A • • o • • • • • • • • • s • • • • • • ! • • • o • • • ! • • • i AccotAdF. INTERIORS INC 2800 Sourly MAIN STimEr, STL F SANTA ANA, CAUfORNiA 92707 Phow 714-241-7774 FAx 714-241-7747 •i•ii•••i•••i•o•i!•••i•••ieo•eai CONSULTANT: STRUCTURAL ENGINEER STRUCTURES - A CONSULTING COMPANY 24051 DANA POINT HARBOR DRIVE, SUITE 12 DANA POINT, CA g262q PHONE: q4q-388-0208 FAX: q4q-368-020q 0 0 • • • • • • • • • • • • • s • • • o • • o • • • • o • • s • CONSULTANT- ELECTRICAL/MECHANICAL/PLUMBING ENGINEER M.A. FRANCIS $ ASSOCIATES, INC. 2111 BUSINESS CENTER DR., SUITE 220 IRVINE/ CA 012612 PHONE: q4q-263-6640 FAX: q4q-263-6648 KEY NOTES • • • ! to ! • ! • • ! • • o • • • • • ! ! • • o ! • • ! ! • PRO ECT: OFFICE RE10 EL • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • o • ACCOLAD I N7 R I ORB/ I NC . 2800 SOUTH MAIN STREET, SUITE F SANTA ANA, CALIFORNIA g2707 PHONE: 714-241-7774 FAX: 714-241-7747 • • • • • ! o • ! • s ! • ! o • • ! ! o o • • • • • • • • • • i SHEET TITLE: DETAILS • • o • • • • s • • • • • ! • • • • • • • • o • o o • • • • • • DESIGN: DRAWN= G. BISHOP I G. BISHOP 00000000000000000000000000000000 CHECKED: PROJECT NUMBER: G. BISHOP 1 #0301 • • • • • • • • • • • • • • • • • • • • • i ! • • • ! • • • ! ! DATE: SCALE: 08.27.04 1 NTS • • • • i • i ! ! • • • • ! ! o ! • ! s s ! • • • • 0 • • • o i H H H tNccuade B 0 0AccoladeSanta A . CDs\REVISION t DRAWING NAME: E./J05$/2003/0301/DWG/NEW OFFICE-030LDWG DRAWING LAST EDITED: 05/09/05 12:00 PM OWNER BUYOUT MAILBOX UNITS, (2) @ . ICy 231 _ 1411 PAINT GRADE 23-5/8"W x 14-7/10H x 15-3/4"D m CROWN MOULDING DOOR TYPE m -r -1 ra c' 19 �r IF 21 _ 0 T� 21 _ II DECORATIVE CROWN MOULDING TO MATCH BREAK AREA - 1^I/2" SELF 1 �•I EDGE --1 I cit © - 1 - (1 - _ a WM WM 1 2 3-1/2" CASING WOOD MOULDING AS TO TRIM DOORS DECORATIVE GROWN MOULDING TO MATCH BREAK AREA CLEAR GLASS — . ' •' ' { {I I j J�j j TAD f•"� I\j-,3l„J L,/ 3/4" ADJUSTABLE SHELVES ON METAL TRACK T 3/4° ADJUSTABLE SHELVES ON METAL TRACK 2 — pL -5 — — •° I MOVE --3'—� r--3' t t 3�T 1�21-80 I I 31T ALUM. GLASS WOOD 6 LIGHT SOLID CORE INSUL. STEEL E SOLID CORE STEEL DOOR A ALUMINUM STOREFRONT DOOR W/LAMINATE FINISH D WAIGHT, PAINT GRADE W/SWING FRAME NOTE Nam— - - NOTES:NOTES, NOTES: NOTES: A. EXISTING ALUMINUM & CLASS STORE FRONT A. WOOD DOOR, 'WIN SIX TEMPERED CLASS A. SOLID CORE DOOR, 3'-O'W x 8'-0'H x A. INSULATED STEEL SOLID K DOOR, 3'-0"Wi A. EXISTING SODA GORE CLOSET DOOR. 2'-8'W A. EXISTING STEEL WAREHOUSE DOOR, 3'-D"W x DOOR, S-S"W x r-O'H x 1-3/4"TH. LIGHTS, 3'-O'W x W' 0'H x 1 3/4"TH, WOOD 1-3f4"iH, LAMINATE FACE, x 8'-W"H x 1-3/4"TH, WIN LIGHT. x V-9"N x 1-3 8"TH, 5'-8"H x 1-1/2"1H. B• THIS DOOR IS UNRATED, FINISH, T.B.D, B. ALL DOORS SHALL HAVE LEVER HARDWARE, B. THIS DOOR SHALL HAVE LEVER HARDWARE, B. REPLACE EXISTING HARDWARE AT THIS DOOR W. THIS DOOR HAS LEVER HARDWARE. C: REPALCE CLASS AT THIS DOOR WITH NEW B. ALL DOORS SHALL HAVE LEVER HARDWARE. 0. ALL DOOR ARE UNRATED, C. THIS DOOR IS UNRATED. WITH LEVER HARDWARE. C. THIS DOOR IS UNRATED. LOW-E TEMPERED OLASS. C. ALL DOOR ARE UNRATED. D. SEE 'HARDWARE SEW' & "HARDWARE D. GLASS AT THIS DOOR SHALL BE TEMPERED. C. THIS DOOR IS UNRATED. D. ALL EXIT PATHWAY DOORS SHALL REMAIN 0. THIS DOOR TO OF MARKED: 'DURING D. ALL GLASS AT DOORS STALL BE SMF£RED, lEOEND" FOR ADDITIONAL INFORMATION. E. THIS DOOR TO BE MARKED: DURING M THIS DOOR TO BE CORED FOR A DEPDROLT UNLOCKED DURING NORMAL BUSINESS HOURS, NORMAL BUSINESS HOURS THIS DOOR TO REMAIN E. AFTER INSTAUATiON, 7tESE DOORS SHAtI E, INSTALL ROB HOOK AT INSIDE OF RESTROOM NORMAL BUSINESS HOURS THIS DOOR TO REMAIN LOOK. AND SHALL BE OPENABLE TO THE OUTSIDE UNLOCKED." RECEIVE FILM TREATMENT TO MIMICK DOORS, PROVIDED BY ACCOLADE INTERIORS, INC. UNLOCKED," E. SEE "HARDWARE SET" &`HARDWARE LEGEND' WITFKXIT THE USE OF ANY SPECIAL HARDWARE E. ALL EXIT PATHWAY DOORS SHALL RETRAIN SAND -BLASTED' GLASS. F. ALL EXIT PATHWAY DOORS STALL REMAIN FOR ADDITIONAL INFORMATION. OR KNOWLEDGE. UNLOCKED DURING NORMAL BUSINESS HOURS, F. AT DOOR /3 AND DOOR /S ONLY, THEY ARE UNLOCKED DURING NORMAL BUSINESS HOURS, E. SEE 'HAROWARRE SET" & hNARDWARRE LEGEND" AND SHALL BE OPENABLE TO THE OUTSIDE TO OF MARKED, "DURING NORMAL BUSINESS AND SHALL BE OPENABLE TO THE OUTSIDE FOR ADDITIONAL INFORMATKXN. WITHOUT THE USE OF ANY SPECIAL HARDWARE HOURS THIS DOOR TO REMAN UNLOCKED." WITHOUT THE USE OF ANY SPECIAL HARDWARE OR KNOWLEDGE, 0. SEE 'HARDWARE SET' & "HARDWARE OR KNOWLEDGE. F. SEE "HARDWARE SET' & 'HARDWARE LEGEND" FOR ADDITIONAL INFORMATION. O SEE "HARDWARE SET' &"HARDWARE LEGEND" FOR ADDITIONAL INFORMATION. LEGEND' FOR ADDITIONAL INFOIAA110N, G. REPAIR WEATHER STRIP GASKET AT THIS DOOR, DOOR SCHEDULE : 'PL _ ..�..((''� lop, ' 21 _ 331I 4 =---�-""- 1 ` L =1= _ — 1 DOOR FRAME REMARKS NO, LOCATION SIZE THICK. TYPE MATL FINISH HDW.SET MATL. FINISH HEAD JAMB 1 FRONT ENTRY 3'-6" X 7'-0" 1 3 f4" 1 A ALUM. ANODIZED 1 ALUM. N C NA NA EXISTING ALUMINUM/GLASS STORE FRONT DOOR. REPLACE GLASS W/LOW-E. REPAIR WEATHERSTRIP, —4 1 _4 1 if 31 31 3 1 11 311 1 2 ! 11 2 32 ELEVATION DOOR TO DOOR TO *ONNER WILL PROVIDE q HANDLES/ SECTION - COPY AREA CONFRENCE/ OFFICE #1 BIRO-45-104, BRUSHED NICKEL FINISH, STORAGE CABINET WAITING 13"L, MOUNTING HOLES q.7511O.C. CABINET 2 OFFICE 2 RECEPTION / 3'-0" X 8'-C 1 3/4" / B WD GLS. / STAIN 1 2 ALUM. ANODIZED BLACK 2/ID-5 1/iD-5 PROVIDE WOOD CASE/STAIN 2. WAITING/OPEN AREA 3'-0" X 8'-0" 1 3/4" B WD/GLS. STAIN 1 3 ALUM. ABOLACKD2/ID-51/ID-5 PROVIDE WOOD CASE/STAIN 2. �4 OFFICE 1 3'-0" X 8'-0" 1 3/4" B WD/GLS. STAIN 1 2 ALUM. ABLACKD2/ID-51/ID-5 PROVIDE WOOD CASE/STAIN 2. OFFICE 3 3'-0" X 8'-0" 1 3/4" B WD/GLS. STAIN 1 2 ALUM. ANODIZED 2/ID-5 1/ID-5 PROVIDE WOOD CASE/STAIN 2. ELEVATION—SOUTH WALL — PEN OFFICE AREA 1 SCALE: 1/211 = 11-0" 7Q 6 OFFICE 4 3'-0" X 8'-0" 1 3 4" / B WD GLS. / STAIN 1 2 ALUM. ANODIZED BLACK 2/ID-5 1/ID-5 PROVIDE WOOD CASE/STAIN 2, OFFICE 5 3'-0" X 8'-0" 1 3/4" B WD/GLS. STAIN 1 2 ALUM. ANODIZED 2/ID-5 1/0-5 PROVIDE WOOD CASE/STAIN 2. F- - -- 71-211 PAINT GRADE GROWN MOULDING 51-11'I CORNER CABINET -- q' _ _f C i DECORATIVE CROWN MOULDING CABINETS AND LOW WALL, SEE SPECS. MEWS RESTROOM 3'-0" X 8'-0" 1 3/4" C SOLID CORE PLAM 1 4 ALUM. ANODIZED BLACK 2/iD-51/ID-5 PROVIDE WOOD CASE/STAIN 2, PAINT GRADE CROWN MOULDING 61-311 21 _q" OPEN ABOVE I _ It GABJDCE II 16.5 1 3 1 5 LIBRARY " 3 -0 X 8 -0 1 3/4 B WD/GLS. STAIN 1 3 ALUM. ANODIZED BLACK 2/ID-51/ID-5 PROVIDE WOOD CASE/STAIN 2. WAREHOUSE 3'-0" X 6'-8" 1 3/4" D WD/GLS. P-1 TT 3 WOOD P-1 2/ID-5 1/ID-5 PROVIDE WOOD CASE/PAINT 1. �y 11 EXIST. PHONE CLOSET 2'-8" X 6'-8" _ 1 3/8' E SOLID CORE P-1 5 WOOD P-1 NA NA EXISTING DOOR. PROVIDE WOOD CASE/PAINT 1. CHANGE OUT HARDWARE TO LEVER SET HARDWARE, CORE FOR DEADBOLT LOCK. Q WOOD CROWN TOP, TYP. SEE SPECS, I 1 It 1 2 { {{ 1 3 WAREHOUSE ENTRY 3 -0 X 6 -8 1 1/2' F STEEL N/C 6 STEEL N/C NA NA EXISTING STEEL DOOR, PART OF WAREHOUSE DOOR ASSEMBLY. NO CHANGE. 13 WOMEN'S RESTROOM 3'-0" X 8'-0" 1 3/4" C CORDED PLAM 1 4 ALUM, A g°° ED 2/ID-5 1/ID-5 PROVIDE WOOD CASE/STAIN 2, �? U FULL HEIGHT CERAMIC BACK SPLASH NO DRIP EDGE SPONGE TRAY n ' �311 PL _ �7411 31 cn sn _ co - C� _1 © _i r` _1 cv cv T�` —`' \ / — __ N =1`9 t i c� 4 _T DOOR SCHEDULE TYPE .GENERAL NOTES SCALE: 1/4}' T-Oil zz i ., - a 31— 11 7 11 SPLIT SYSTEM FAN COIL UNIT - `` �'s -- 5/8" TYPE "X" GYP. BD. BOTTOM TRACK WOOD MOULDING TRIM OVER TIMELY STYLE DOOR FRAME WOOD DOOR 1 15/16" MICROWAVE 23-7/SxW x 15-Wt&"D x p 21—q" RAF. 29" x Ity SSM CT 1 =ity 1 i}�- 21 _ 41 11 21 SSM j 2 1 1T 41_2u .01 TELEPHONE BACKBOARD 1+--�i! 11_t1 _ ETF 2' mx = oc� -- �co i CAI PL 1 % — 1 31 21_111 21-111 1'.-1j" 21—g11 1/ H� G � 11_,�II _ ti—�u .G 34 H ADA COMPLIANT COUNTER PROVIDE OPTION FOR MATCHING t WITH SIDE ACCESS SINK AND PL-I PANEL FOR DISHWASHER. 2i _ 1011 LEVER HARDWARE DOWNER WILL PROVIDE: 1q HANDLES, 51RO-45-104, BRUSHED NiCKEL FINISH, 13"L, MOUNTING HOLES q.75"O.C. 4 HANDLES, SIRO-45-102, BRUSHED NICKEL FINISH, 1011L, MOUNTING HOLES 6.V'o.C. SERVER E TABLE i U I P ENT _ Nz ELEVATIONS - WREAK ROOM SCALE: 1/2" 1r_0rr 6 BACKBOARD& HVAC SCALE: 1/21' = T-Qt1 DOORHEAD SCALE: NTS NO DRIP EDGE II -- �— L. — — — ` — — — — % NEW 4X BLOCKING BETWEEN STUDS TO ANCHOR NEW 1-1/2" SQ, BOX TUBING FOR I, CANTILEVER OF COUNTER 3/$ DIM. LAG SCREWS AT 4" O.G. W/411 EMBED. SINK AT 2 SIDES INTO BLOCKING TO 1-1/2" HEAVY GA. STEEL CANTILEVER SINK BOX TUBING FRAME, COUNTERS WELDED BOLTED T4 WALL FOR CANTILEVER OF GRANITE OR SOLID SURFACE COUNTER TOP AND SINK BOLTED AND BLOCKED AT 2 SIDES. ,> REMOVE 12 OF EXIST. GYP. BD. FROM EXISTING WALL AND REPLACE WITH NEW. STEEL WALL CLIP, 3"Wx2"Dx1 "H 2 - 3/8" DIM. LAG SCREWS AT EACH 36"W UNIT, W/ FOR ALL DSHELF O UNITS JOINT SEALER SAMPLE LIBRARY FLOOR FINISH NEW 3 X BLOCKING BETWEEN STUDS WHEREN ALL METAL SHELVING ATTACHMENT OCCURS **ALL UNITS OVER � 80 H MUST BE o BOLTED IN THIS w FASHION ¢ > 5/8" GYP. BD BOTH SIDES Ai PAINT CROWN MOULDING _ 5/8" TYPE "X" GYP. BD. DBL. METAL OR WOOD STUD - i "�F1, -"----- WOOD MOULDING TRIM OVER TIMELY STYLE DOOR FRAME —WOOD DOOR o � -�' Fn DECORATIVE CROWN MOULDING TO MATCH BREAK AREA I i/2" SCRIBE EACH SIDE 3/4" ADJUSTABLE sHELves ON =icvhtETAI TRACK 1-t/2" CLOSET POLE SH ADJUSTABLE SHELVES ETAL TRACK _ SKY „� m` a0 _ �u �+ Ea� Dv ' f =: ELEVATION - STORAGE �, ABINET ELEVATION - STORM E CABINET ERIOR/FRONT FACE 1NTE R NER WI IDE: NDLE ! SHE CKEL F 16, OUNTING HOLES 12. t "O.C. RESTROOM CANTILEVER COUNTER WALL ATTACH. SCALE: 1" =11-0" LIBRARY SHELVING WALL ATTACHME T SCALE: N.T.S. 8 SCALE: 1/411=11-0M1 it SCALE: NTS � � I 00000000000000000000000000000000 REVISIONS a MAY g, 2005 Ai L A ACCOlAdF. INTERIORS IN, 2800 SOUTH MAIN STRm, Su. F SArn-A ANA, CAHfORNIA 92707 PNaNE 714-241-7774 FAx 714-241-7747 CONSULTANT: STRUCTURAL ENGINEER STRUCTURES - A CONSULTING COMPANY 24081 DANA POINT HARBOR DRIVE, SUITE 12 DANA POINT, CA g26201 PHONE: q4q-388-0208 FAX: q4q-388-020q r • • • • • • i w • • • • w • • • • ! • • • • • i • • • • • w w CONSULTANT: ELECTRICAL/MECHANICAL/PLUMBING ENGINEER M.A. FRANCIS it ASSOCIATES, INC. 2111 BUSINESS CENTER DR,, SUITE 220 IRVINE, CA g2612 PHONE: q4q-263-6640 FAX: q4q-263-6648 • • • • • • • • • • • • r 0 • • • • • • • • • • • • • • 0 • • HARDWARE LEGEND HARDWARE SETS: ALL HARDWARE 19 EXISTING, AND SHALL BE REUSED, AND REKEYED AS NECESSARY. ANY ADDITIONAL HARDWARE REQUIRED TO COMPLETE THE PROJECT SHALL BE MATCHED TO THE EXISTING. "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". EXISTING DOOR, HAS CLOSER AND DEADBOLT LOCK. 2 PROVIDE LEVER HARDWARE WITH PRIVACY LOCKSET, "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS". PROVIDE LEVER HARDWARE, CLOSER, DEADBOLT LOCK. 4 PROVIDE LEVER HARDWARE, CLOSER, AND RESTROOM LOCKSET, 5 PROVIDE LEVER HARDWARE, CLOSER, DEADBOLT LOCK, ICJ EXISTING DOOR W1TH LEVER HARDWARE AND PANIC LOCKSET FOR EMERGENCY EGRESS WITHOUT KEY OR ANY SPECIAL KNOWLEDGE, MILLWORK NOTES: 1. HANDLES FOR CASEWORK W1LL BE BY OWNER. COUNT OF REQUIRED HANDLES IS 44. TWO ADDITIONAL HANDLES WILL BE PURCHASES FOR REPAIRS OR CHANGES FOR A TOTAL OF 46 HANDLES. 2. ALL CABINET INTERIORS ARE TO BE FABRICATED FROM WHITE MELAMINE BOARD WiTH EDGE TAPE. 3. COORDINATE INSTALLATION OF CABINETRY WITH GENERAL CONTRACTOR AND OWNER. 4. PROVIDE FULL EXTENSION DRAWERS GLIDES AT ALL AREAS, 5, PROVIDE EUROPEAN STYLE HINGES AT ALL AREAS. b. ALL SHELVING AT BASE AND UPPER CABINETS IS TO BE ADJUSTABLE ON METAL TRACKS OR PINS. 7. LEAVE BASES OF CABINET AS RAW WOOD, READY FOR APPLICATION OF CERAMIC TILE AT BREAK AREA, AND SELF COVED CARPET BASE AT COPY AREA AND CORRIDOR STORAGE CABINET. 8. SINK CABINET 15 TO BE EQUIPPED W1TH A THUMB LATCH AND A KEY LOCK. q. AT AREAS WHERE REAL WOOD 19 TO BE USED WITH P-LAM CABINETS, MATCH FINISH OF WOOD FOR TRIM ELEMENTS SUCH AS DECORATIVE WOOD GROWN MOULDING TO VERTICAL P-LAM OF THE CABINET. 10. AT BREAK AND RESTROOM, SOLID SURFACE COUNTERS ARE TO HAVE A "NO DRIP EDGE", 11. AT COPY AREA PROVIDE A 1-1/2" SELF EDGE ON P-LAM COUNTER. 12. AT BREAK AREA A FULL HEIGHT BACK SPLASH OF CERAMIC TILE WiLL BE ADDED AFTER THE INSTALLATION OF SOLiD SURFACE COUNTER TOPS. PROJECT: OFFICE REMODEL. r • • w • r • • w • w • r • • • w w • r r • • • • • • • w • • ACCOLADE I NFER I ORS/ INC. 2800 SOUTH MAIN STREET, SUITE F SANTA ANA, CALIFORNIA 92707 PHONE: 714-241-7774 FAX. 714-241-7747 • • • • • • • • • • • • • • • • • • • • • • • • • • w • • • • • SHEET TITLE: DOOR SCHEDULE AND DETAILS DESIGN: DRAWN: G. BISHOP G. BiSHOP CHECKED: I PROJECT NUMBER- G. BISHOP #0301 DATE: SCALE: 05.27.04 ( NTS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • DRAWING NAME: E:/JOBS/2003/0301/DWG/NEW OFFICE-03OLDWG DRAWING LAST EDITED: 05/09/05, 12:OOPM 9 7N 0 8 Co IS w � I IQ is Ala, LRa A " I m AL. m - ,.>Yi fa, HL, M 'Am - , - 4" as iw iw " _,d us ., A is F. 1k. ib i id * iw 6. lia M w" fim lb in "IkUkii 0 fiii_ia TARiiii ki"l m gift A iw , Am oi, ifr1 i R*A s & bits iaiisa aa ii1im va !&A 1w I MMMON't %.onml I%JILA'Y - 111 1 1%01 11 1" 1 1. r1L%w#%w#%6pILmL9f1L 111 a I &I 11111111riki It a vivior- 1%L%x V L.IVIIIIIII&I 2800 SOUTH MAIN STREET, STE. F, SANTA ANA, CA 92707 714-241-7774 FAX 714-241-7747 VERIFICATIONS: 12. ALL WORK SHALL BE DONE IN A QUALITY MANNER UTILIZING, UNLE55 OTHERWISE NOTED, ONLY NEW, HIGH QUALITY SUITE 'IF" MATERIALS CON515TENT WITH THE SPECIFICATIONS. OW 1. ALL CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS, EXISTING CONDITIONS, AND ELEVATIONS SWOWN 14REA OF �-40R< T, ON DRAWINGS AT THE J05 BITE, AND SHALL NOTIFY ACCOLADE INTERIORS, INC, OF ANY OMISSIONS, DISCREPANCIES AND/OR 13, ALL NON -SPECIFIED MATERIALS SHALL BE THE BEST OF THEIR RESPECTIVE KIND, AND ALL LABOR INSTALLATION SHALL CONFLICTS BEFORE PROCEEDING WITH THE JOB. BE PERFORMED IN THE BEST POSSIBLE MANNER BY SKILLED WORKMEN, LICENSED AND BONDED AS REQUIRED BY THE OWNER. BUILDING CODE: C.B.C, 2001 2. VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT, RELATED VENTS AND SERVICES AND ALL PLUMBING VENTS or 14� ALL MATERIALS PROVIDED SHALL CONFORM TO ALL LOCAL CITY AND/OR COUNTY FIRE REGULATIONS. FLAME DOCUMENT BEFORE CONSTRUCTION OF MECHANICAL SCREEN. CERTIFICATES OR APPROVED FIRE RETARDANT PROCESSING FLAME SPREAD RATINGS, ETC, AND OTHER DOCUMENTS 3 15 C,M.C. 2001 it NECESSARY FOR PERMIT OR LICENSING, WILL BE TURNED OVER TO THE OWNER PRIOR TO THE END OF THE PROJECT AND GENERAL CONSTRUCTION: FINAL PAYMENT OF THE GENERAL CONTRACTOR FOR THE OWNER'S RECORD. L OCCUPANCY GROUP:B 3� THE GENERAL CONTRACTOR 15 REQUIRED TO THOROUGHLY READ ALL NOTES AND DOCUMENTS ISSUED BY THE DESIGNER 15, WHERE APPLICABLE, THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL INSURE THAT ALL MATERIALS SHALL FOR THE EXECUTION OF THIS PROJECT, THE GENERAL CONTRACTOR SHALL NOT ALTER OR MODIFY PIS BID AS A RESULT OF BE HANDLED AN INSTALLED PER MANUFACTURER'S SPECIFICATIONS. PROPERLY QUOTE ITEMS INCLUDED IN THESE DOCUMENTS AND 5PECiFICATIONS. W15 FAILURE TO READ, NOTE OR FIR VAN ACCESSIBLE HANDICAPPED 16. IF EXISTING FACILITIES APE RELATED TO THE WORK, THE CONTRACTOR SHALL NOT DISRUPT THE EXISTING SERVICES OR 4. THE FOLLOWING NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS NOTED OTHERWISE. UTILITIES WITHOUT OBTAINING OWNER'S PRIOR APPROVAL AND INSTRUCTIONS IN EACH CASE AND THOSE OF OTHER TENANTS n PARKING SPACE: I SPACE, 3(�' I KiiW u I, A-t OR THE ASSOCIATION AS REHIRED, 5 DO NOT SCALE DRAWINGS!!! DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN OVER SMALL SCALE. FEET FROM FRONT DOOR 041f, I., I ... I'll - D 17. GENERAL CONTRACTOR SHALL COMPLY WITH CHAPTER 44 OF THE UBC FOR PEDESTRIAN PROTECTION, AND SHALL PROVIDE 6� THESE CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE LIN E OTHERWISE N L 55SHOW CONSTRUCTION BARRICADES AND OR SEPARATIONS AS REQUIRED BY THE UBC AND LOCAL CITY OR GOVERNING CODES, As THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION, THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND 14E NECESSARY TO PROTECT THE GENERAL PUBLIC FROM WORK AREAS AT ALL TIMES. dr, CONSTRUCTION TYPE: TYPE V-N SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE DE51GNER AND 1415 CONSULTANTS SHALL NOT INCLUDE INSPECTIONS OF PROTECTIVE MEASURES OR CONSTRUCTION PROCEDURES REQUIRED FOR SAME, WHICH ARE THE 50LE 18. THE IMPROVEMENTS SHALL BE INSURED AGAINST LOSS OR DAMAGE BY FIRE DURING THE PROGRESS OF WORK BY THE (NON-SPRINKLERED) OWNER. ACCOLADE INTERIORS, INC. BEARS NO RESPONSIBILITY FOR LOSS 09 DAMAGE. RESPONSIBILITY OF THE GENERAL CONTRACTOR. ANY SUPPORT SERVICES PERFORMED BY THE DESIGNER AND HIS THE SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES t AREA CONSULTANTS DURING CONSTRUCTION 1q. No EXTRA WORK OR CHANGES SHALL BE MADE UNLESS IN PURSUANCE OF A WRITTEN COUNTERSIGNED ORDER FROM THE -ONSULTANTS WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE DESIGNER AND P15 c WHETHER OF MATERIAL OR WORK, AND WHETHER PERFORMED PRIOR TO, DURING, OR AFTER COMPLETION OF CONSTRUCTION OWNER, SIGNED OR COUNTERSIGNED BY ACCOLADE INTERIORS, INC, GROSS UNIT 2,572 SO. FT, ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH THE 20, ALL CONTRACTORS SHALL KEEP THE J05 SITE FREE FROM THE ACCUMULATION OF HASTE MATERIALS, CONTRACT DOCUMENTS AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT rarking.l,�o OFFICE AREA 2,572 50. FT. BE CONSTRUED AS SUPERVISION OF THE CONSTRUCTION, GENERAL FINISH NOTES: L v i ro� I\S1 w:D NET RENTABLE AREA 2 �572 SO. FT. m A", 7. ALL DIMENSIONS ARE TO FACE OF FINISH SURFACE UNLESS OTHERWISE NOTED, 21. NO 5U55TITUTION OF MATERIALS WILL BE PERMITTED WITHOUT THE PRIOR SUBMISSION AND ACCEPTANCE OF ACTUAL FINISH SAMPI-ES TO THE OWNER FOR FINAL APPROVAL AM SIGNATURE, AND AT T14E OWNER'S DISCRETION TO THE DESIGNER, 8. ANY ERRORS, AMBIGUITIES OR OM155I0N5 IN THESE DRAWINGS AND/OR SPECIFICATIONS SHALL BE REPORTED To ACCOLADE INTERIORS FOR CORRECTIONS BEFORE ANY PART OF THE WORK 15 STARTED. UNLESS EXPRESSLY STIPULATED, No 22� GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL NOTIFY ACCOLADE INTERIORS, INC. OF AVAILABILITY OF SPECIFIED 014 ADDITIONAL ALLOWANCE WILL BE MADE IN THE CONTRACTOR'S IMPROVEMENT CONTRACT AS A RESULT OF ERRORS, MATERIALS AT THE TIME OF BIDDING, SHOULD NO NOTIFICATION BE GIVEN, IT WILL BE ASSUMED TWAT ALL MATERIALS APE % ._:r kcvevol v , AMBIGUITIES, ANP/OR CM155IONS V4141CH SHOULD HAVE BEEN P15COVERED DURING PREPARATION OF THE E31D ESTIMATE. READILY AVAILABLE AND WILL NOT INTERRUPT THE SMOOTH FLOW OF THE PROJECT, QUALITY CONTROL: 23. MATERIALS SHALL BE APPLIED IN ACCORDANCE V41TP THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS FOR _Zi V v-, N, ' I q� THE CONTRACTOR 15 RESPONSIBLE FOR PERFORMING ALL WORK IN A MANNER CONSISTENT HITH, AND CONFORMING TO THE THAT MATERIAL. UNIFORM BUILDING CODE AND/OR CALIFORNIA ADMINISTRATIVE CODE -TITLE 24, AND ANY OTHER APPLICABLE CODES OR REGULATIONS WITHIN THE JURISDICTION OF ALL GOVERNING AGENCIES ADMINISTERING AND OVERSEEING IMPROVEMENTS TO 24. CLA55E5 OF MATERIALS BASED UPON THEIR FLAME SPREAD CHARACTERISTICS SHALL BE THOSE 55T FORTH IN TABLE TH15 FACILITY. 42-5 OF THE U.B.C. SOUTP NAIN STREET 2 N%0f IRRTH 10, THE CONTRACTOR 15 RESPONSIBLE FOR PERFORMING ALL WORK IN A MANNER CONSISTENT WITH STANDARD INDUSTRY 25. THE SMOKE DENSITY OF MATERIALS SHALL BE NO GREATER THAN 450 WHEN TESTED IN ACCORDANCE WITH THE UNIFORM PRACTICES AND METHODS. -1 IN THE NAY TESTED FOR IT'S U51F. BUILDING CODE, STANDARD #42 11 ANY CONTRACTOR BIDDING THIS JOB SHALL NOT ELIMINATE ANY ITEMS INCLUDED IN THESE DOCUMENTS UNLESS 1415 BID SPECIFICALLY SPELLS OUT SUCH EXCLUSIONS, OTHERWISE THESE ITEMS SHALL BE DEEMED TO BE INCLUDED IN HIS BID. SITE PLAN SCALE: NrS VICINITY PLAN GENERAL NOTES SCALE: INITS T 'SUITE E" "SUITE F "SUITE G" < 12' MlIsL WARNING BORDER OC, NI NO 900VING AT a/4 bUILDI 38 MAY IN&Y, EXISTING .1 �* +- 1?. 7 BEVELED LIF E/ISTIING 3/4" E/CEF`T APFDRC/. 1/ 2 INAI Ak URB 7'W RETAINING RD NG EX TIN 4ALSKWAY 5, > 10 �) 0 L0 %1W 1� 1-1/2'' ON SLOF'ING I TaTA . L P159 -FROM IN Ev''N' C U R B CU :::-p DRIVE WAY NO !EXISTING CURB EXISTING EXISTING 71W x1 TO SIDEWALK 111ANDING AND PLANTINGS 7'N � S�P P3, IN fDORT I ON OF R A "I F 1:1 BEVEL 4 'I BE 5" 15 �15-7/v' RETAINING CURB CURD 1 Z2 7 /6 +0" CUT CONCRETE AT DRIVE NAY TO FEATHER NEW < < RAMP INTO DRIVE WAY 5" Ul 4 T E MAY. W/7/b"RISE MAX. NEW 4' BLUE PAINTED I STRIPING WITHIN THE ACCESSIBLE STALL PAINT THE WORDS NO PARKING' IN 12'14 LETTERS MIN.. < A, < -I -I V�3' TYPICAL PAVEMENT SYMBOL Fd I II I I I I I I 1 -11 1 1 1 F- 11-1 1 1�-I I 1_1 I I I 1. 9. 9. 9. 91 91 s 91 9. 91 / , - IKI le ie LINE OF < NI Z, STREET AND CURB BEYOND N GROOVING DETAIL SCALE: N.T.S. B DETAIL RETURNED CURB SCALE: 311 11 011 c WHEEL. STOP TYPICAL EXISTING 4' )e� BUILDING NALL ' -a AdEPSiBILIT-� SIGN,' NC MIN. 61EI"'r W FROM.BOT,10M, A-7 �OFZIGILTO>TOROFFINIIEH RAPE, WITW,VAJ4 AC41ESSIBLE, v WGN+MCVNTES; BBI_04� PER 55C EilSfIN6 I" &`TREE6 it (o(o"L X 60"N RAMP/ . . . . . . . . . . . . EXISTING 5-7/8" TOTAL RISE, PLANTS SLOPE 1:12 EXISTING RETAINING Co NEW RETAINING CURB TO RE CUT CURB (TYP.) q 'EXISTING CITY SIDEWALK q EXISTING CITY SIDEWALK'Q ED BEVELED LIP EXISTING 112"NAX. PER CONCRETE121, DETAIL ClID-lo DRIVEWAY EXISTING CITY STREET N "SOUTH MAIN STREET" CONVERSION OF TV40 STANDARD PARKING SPACES INTO ONE VAN ACCESSIBLE PARKING SPACE: EXISTING DRIVEWAY AND PARKING LOT NEW CONCRETE RAMP EXISTING SIDEWALK 2% MAX 8.33% MAX % MAX L2 1. CONTRACTOR SHALL CONVERT 2 STANDARD PARKING SPACES AT THE APPROXIMATE CENTER OF THE OVERALL 12" TEXTURED BUILDING INTO ONE VAN ACCESSIBLE HANDICAPPED PARKING SPACE PER THE PLAN AS SHOWN HERE. NARKING BORDER 2. NOTE PARKING LOT ELEVATION 15 ESSENTIALLY "FLAT" (2% SLOPE OR LESS), PER DETAIL B/ID-G 3, PROVIDE NEW CURB CUT AND RAMP ALONG THE ACCESSIBLE ROUTE OF TRAVEL, AS SHOWN IN DETAIL A, IE)-(. To CONSTRUCTION OF NEW HANDICAPPED ACCESSIBLE RAMP FOR BUILDING ACCESS: SERVICE THE FULL BUILDING, 1. CONTRACTOR SHALL DEMO EXISTING SIDEWALK AND CURBS AS REQUIRED TO CONSTRUCT THIS NEN 4. DISTANCE FROM FRONT DOOR TO HANDICAPPED SPACE 15 APPROXIMATELY 36'. 5. CONTRACTOR SHALL RE -STRIPE PARKING AND FORM SPACE, HANDICAPPED PARKING SYMBOL DIAGRAM, AND ALL CONCRETE HANDICAPPED RAMP AND CUR55 FOR BUILDING ACCESS, 2. REMOVE AND THEN RE-INSTALL/REUSE PLANTS AND SOIL AS REQUIRED. 3. COORDINATE SPRINKLER SHUT-OFF NITH PROPERTY MANAGEMENT AS REQUIRED. SIGNAGE IN ACCORDANCE NITH ALL CITY/ STATE AND FEDERAL CODES. (o. CONTRACTOR SHALL DEMO AND REMOVE EXISTING SIDENALK AND CURBS TO CREATE NEW HANDICAPPED ACCESSIBLE 4. IRENORK SPRINKLER LINES AROUND/UNDER NEW CONSTRUCTION AS REQUIRED, RAMP AND CURB CUT AS SHOWN IN DETAIL A/ID-(o, NORTH 5, PROVIDE BARRIERS AROUND NEW CONCRETE AS REQUIRED DURING CONCRETE CURING TIME, 7. PATH FROM EXISTING CITY SIDE WALK 15 ALREADY ACCE551BLF NITH CURB CUTS As PREPARED BY THE CITY. (o. VERIFY AND COORDINATE PROPER DRAINAGE AND HATER FLOW AROUND NEW RAMP AND CURB CUTS. 7. VERIFY ALL DIMENSIONS, SLOPE t RISE, AND EXISTING CONDITIONS PRIOR TO DEMO AND CONSTRUCTION. D it VAN ACCESSIBLE HANDICAPPED9 PARKING SPACE SCALE: 1/811 11 - 0 E-1111L I it RAMP - SECTION/ELrv. SCALE: 3/811 11 - 0 cv cu 1 AG 2 L AC I w CLEAR ZONE OR HVAC LINE OF SIGHT FROM Boo' Ism p ROOF OVERHANG: GRAY ROOFING TILE E>TERIOR FASCADE: W ITE PAINTED BRICK GLUE LAM BEAM GLUE LAM BEAM his SERVICE ALLEY ENTRY CLEAR ENVELOPE FOR HVAC EQUIPMENT WITH EXISTING PARAPET WALL 300' IL 'CLEAR VIEW TV OF ROOF SCALE: N.T.S RiEViSiONS * 0 * & 0 a 9 0 * * e * & a * * 0 0 * * * * 0 0 * 0 * 0 * * * * Acco[AdE INTERIORS INC 2800 Sourb MAbw SmErr, Su. IF Sm-rA ANA, CAtifORNiA 92707 Phow 714-241-7774 FAx 714-241-7747 CONSULTANT: STRUCTURAL ENGINEER STRUCTURES - A CONSULTING COMPANY 24081 DANA POINT HARBOR DRIVE/ SUITE 12 DANA POINT, CA q2629 PHONE; q4q-388-0208 FAX: q4q-388-020q 0 0 0 & * 0 * 0 0 0 0 0 0 0 0 0 0 * 0 0 0 0 * 0 * 0 * 0 * 0 0 0 CONSULTANT: ELECTRICAL/MECHANICAL/PLUMBING ENGINEER M,A. FRANCIS t ASSOCIATES, INC. 2111 BUSINESS CENTER DR., SUITE 220 IRVINE, CA q2612 PHONE: q4q-263-6640 FAX: q4q-263-6648 100090*000*0***000*00 *00*00*00 KEY NOTES *P`R*0MCT*.,* 0 0 * * * * * * * * * * * * * * * * * * * * * * * OFFICE 1REI`101DEL AGGOLAIDE IN7ERIOIRS, INC. 2800 SOUTH MAIN STREET, SUITE F SANTA ANA/ CALIFORNIA g2707 PHONE: 714-241-7774 FAX: 714-241-7747 SHEET EX7ERIOR 0�ANGES DESIGN: DRAHN: G. BISHOP I G. BISHOP 0009000000000000000000*000*00*00 CHECKED: PROJECT NUMBER! G. BISHOP DATE: SCALE; OCI13.04 NTS MV4,111111111,11,11111111,11, 0 0 * 0 0 9 0 0 0 0 4-wwj/f DRAWING NAME: Ei/JOBS/2005/03OVDINGMEN OFFICE -0301, DWG DRAWING LAST EDITED: 05/10/05, 12:00FM ,colade lnc\JOBS\2003\0301 Accolade Santa Ana\DwgXFINAL CDs\12EVISI0N_2_AC;C0LADE\NEW OFFICE-0301H.dwg, 6/5t2005 10:38-31 AM LEGEND: N EXISTING TO BE REMOVED NEW STUD WALL EXISTING STUD WALL STRUCTURAL BEAM JOISTS ORIENTATION HANGER DESIGNATION CANTILEVER BEAM NOTE: ENGINEERING GEOLOGIST EXCAVATIONS PRIOR TO REINFORCING Zroxw MUST CERTIFY FOUNDATION PLACEMENT OF FORMS OR NOTIFY THE ARCHITECT/ENGINEER IF SITE CONDITIONS ARE DIFFERENT THAN SHOWN ON THIS PLANS. AT ALL BEAM & HEADER SUPPORTS USE 2-2X POST U.N.O. Zrom ALL HANGERS ARE SIMPSON "HU" UNLESS NOTED OTHERWISE. I 1/4" = l'- 0" 1/411 = 11-0" m 00 N o lc0,4 04 0 CL w 0) a I -C4 1.0 00 oun m I z z a- <z mui U) ng Z < om -i Z Z) <C)z C14 8• • Ld < Owz Q- REVISIONS A A A :ESS/ RG 12- DRAWN: RR CHECKED: NG DATE: 11-02-04 JOB NO- 04-20 SHEET NUMBER: S-1 E EXISTING TO BE REMOVED NEW STUD WALL EXISTING STUD WALL STRUCTURAL BEAM JOISTS ORIENTATION HANGER DESIGNATION CANTILEVER BEAM ENGINEERING GEOLOGIST EXCAVATIONS PRIOR TO REINFORCING NOTE: MUST CERTIFY FOUNDATION PLACEMENT OF FORMS OR NOTIFY THE ARCHITECT/ENGINEER IF SITE CONDITIONS ARE DIFFERENT THAN SHOWN ON THIS PLANS. NOTE: AT ALL BEAM & HEADER SUPPORTS USE 2-2X POST U.N.O. NOTE: ALL HANGERS ARE SIMPSON "HU" UNLESS NOTED OTHERWISE. (N) MECH. UNIT SCHEDULE DESIGNATION UNIT WEIGHT AC/1 1 25O AC/2 1 750 SEE DET, 5/3-3 FOR PLAN VIEW ': I T " -7', 1 � 1: • +i • s • i H • ` N 8 • to r a <Zt • • z I-- • .. • • i as 12 0z zn< N 0 Lij 00 4 • i i I� t t �t r• I REWSIONS A A d DRAWN: RR CHECKED: NG DATE: 11-02-04 JOB NO: 04-20 SHEET NUMBER: S Jet 1 /4" = 1'-0" 9" TYP, HVAQ UNIT BOLT LAYOUT 1/2" DIA. M.B. OR THEADED ROD TYP. NOTE: (E) ROOF FRAMING 9" TYP. SEE MECHANICAL PLANS FOR MORE INFORMATION REGARDING THE MECH. UNIT. AND CURB ATTACHMENTS 3-16d NAILS NOTE: OR TS STL. COLUMN LL0 THREADED ROD EACH SEE PLAN FOR SIZE E.N.7E. 7N MECH UNIT. SEE PLAN En z SIDE OF MECH. UNIT CURB MODEL 480SO18-042 (AC-1) AND LOCATION FOR TYPE TYP. SAW CUT (E) CONC. 3/8- LAG SCREWS --/ SLAB. SIM. OPP. (E) CONC. SLAB 0 12" O.C., 3" EMBED. ON GRADE 3/8" PLWOOD W/--,-� 1 (E) WOOD BEAM w 2 NOTE: (2) 1/2- DIA. M,B. OR 8d 0 6" O.C. E.N. 1 w THREADED ROD EACH En SIDE OF MECH. UNIT CURB MECH, UNIT CURB MODEL 48HJ004-006 (AC-2) 2X4 0 24" O.C. 2X4 BRACE 0 '4'-0" ATTACHMENT TYP. STUDS E.N., MAX.SEE MECH. PLANS FOR MORE INFO, NOIE: IL 3-16d NAILS PROVIDE 9" END DIST. TYP 2 9�c 0 4 "11 1 pi ATI X4 SILL PLATE FOR BOTH MODELS: 005/012 SEE MECH, PLANS FOR SIZE SECTION 1 CV SC: I L177 CEILING FRAMING DETAIL SC: '-=l'- 0" ri 3-"'11) MECHANICAL UNIT PLAN VIEW DETAIL SC: 1"=V-0" S_ S-3 (N) CONC. CAISSON co �N) MECHANICAL UNIT AC-1" OR "AC-2" SEE MECH, PLANS FOR MORE INFO. (N) SKY LIGHT FIXTURE. SEE ARCH. 12" DIA. (N) ROOF CURB. PLANS FOR MORE INFO. MANUF. BY OTHERS (N 4X BLOCKING SEE MECH. PLANS B/w (E) R.R. PER FOR MORE INFO. (E) ROOF SHEATH'G BAY, TYP. (E) ROOF FRAMING (E) ROOF FRAMING SEE PLAN TS STL. COLUMN (N) CONC. CAISSON SEE PLAN SEE PLAN FOR SIZE AND LOCATION 1-11AM• A (N) OR (E) WOOD BEAM (E) ROOF JOISTS TO BE a O SECTION 1 SEE PLAN FOR SIZE CUT AT SKYLIGHT (N) OR (E) WOOD BEAM LOCATION. SEE PLAN SEE PLAN FOR SIZE (N) ROOF BEAM (N) CEILING FRAMING (N) SIMP. "LUS" HANGERS SEE PLAN FOR SIZE ---(N) 1/2" DIA. M.B. WHERE OCCURS k*- PER ROOF JOISTS SIMP. "HUS" HANGER OR TREADED ROD TYP. SEE DET. 5/S-3ERE FULL NAIL WPOSSIBLE FOR MORE INFO. SC: 1 "=19-0" SC: i"=i*—o" MECH. CURB ATTACH. DET. SC:1"=1'-O" ROOF FRAMING DETAIL SC: i"=i'—O" 6 FOUNDATION DETAIL SC: 1"=V-0" 2 S-3 (N) SIMP. -A35- 0 EA. SIDE OF STUD N) SIMP r (E) ROOF SHEATH-G PER ROOF JOISTSHANGERS '---(N) (2) 2X TOP PLATE /—(N) 2X STUD WALL SEE SHEET S—T FOR STUD WALL REQUIREMENTS (E) ROOF JOISTS (E) ROOF JOISTS CANTILIVERED WALL BEYOND i-0- Q Am. (N) WOOD BEAM 1%4 SEE PLAN FOR SIZE 44 (n z P, A it r15 ,--(N) (3) 3/8" DIA. M.B. SC: SC: 1"=l'—O" 1 =1 —0 SC:5-3 WELDED TO STL. = COLUMN 12" O.C. EA. SIDE OF COL. 0 w I (N) 3/8" DIA, LAGS (N) 2X CEILING FRAMING (N) 2X CEILING FRAMING (n le) TS STL. COLUMN 0 32 O.C. TO (E) SEE PLAN FOR SIZE STUD OR (N) BLK; G I 3" AND LOCATION j— (N) 2X SILL PLATE SEE TYP. DET. SHEETFOR \-2X6 MIN. LEDGER 2X6 MIN, LEDGER 1=7 PIN '----(N) 2X STUDS 0 24" O.C. (N) 3/8- DIA. HILTI CONNECTION NCH WEDGEAORS A A (N) CEILING BEAM (N) CEILING BEAM 0 32" O.C. 6" LG. I SEE PLAN FOR SIZE SEE PLAN FOR SIZE ICBO #4627 Q(E) CONC. (N) CONC. FTG. SLAB ON GRADE SEE DET. (2/5-3) N (N) SIMP. -LSTA24- - ITO (E)S(N) 2X CEILING FRAMING (N2'jO.C. (N) 2X CEILING FRAMING (E) WALL STRAP 0 BROKEN SILL PLATE LOCATION STUD OR (N) BLK; G SEE DETAIL 2/S-3 FOR MORE INFO. (E) WALL NOTE, : SEE DETAIL 10/S—T FOR CEILING FRAMING SEE DETAIL 10/S—T FOR CEILING FRAMING SIZE AND SPACING REQUIREMENTS SIZE AND, SPACING REQUIREMENTS SC: 1 1, —0" F2 - i"=i'—o" SC. P12 CEILING FRAMING DETAIL SC: 1"=V-0" CEILING FRAMING DETAIL sc: '"="—O' STEEL COLUMN DETAIL SC: 1"=l' —0" 4 S_�� _, S � 00 No w C4 N 0 CL• Ob 00 0 ore) 00 0 it ..:I < 0) 00) Z P Q- ZZ5 -z< rwV < z 0:3 <0z Z a C-4w 04 (n (L • 40 40 REVISIONS A A A OFESS/03'- <<, DRAWN: RR CHECKED: NG DATE: 11-02-04 JOB NO.' 04-20 SHEET NUMBER: /_1 E:\Accoiade Inck]OBS\2003\0301 Accolade Santa Ana\Dwq\FINAL CDs\REVIS10N-- -1 ,,,,ACCOLADE\.FINAL-STRUCTURES\ACCOLADE-DETAILS-,,,"AC-REV2,,,l,,,,,,e-mail,l,,,,,,12-21-04,,,,,,,READ BY GREG.dwq, 5/9/2005 12.58:49AK, HP Desiqn3et755CM �- 4-8d EA, END '� 4'-0" PILTS 1N. NAILED WJ6 16d�M NE PLTS EACH minim SIDE LAP, U.N.O. ON PLANS. 16d 0 12*0.C. STAGG. EA. SIDE DOOR OPE OPENING OPENING - STUDS 0 16*0.C. ----14 LET-iN BRACE. NAIL TO EA. STUD W/2-8d. SEE NOTES. /-- SILL PLATE-P.T. �- END OF WALL OR CORNER 5" MIN. 9* MAX. GENERAL NOTES d HEADER SCHEDULE SPAN #1 SPAN #2 3-8* 6'-0" OR LESS 4'-0" OR LESS 5N8" 6'-0* TO 9'-0" 4'-O" TO 6'-0" 7N4" 9'-0" TO 12'-0" 6'-0* TO 9'-0" 9,4" 12'-0" TO 16'-0" 9'-O" TO 12'-0" 11-4* 16'-0" TO 20'-0" 12'-0" TO 16'-0" 1. SPAN #1 SUPPORTS ROOF ONLY SPAN #2 SUPPORTS ROOF AND FLOOR 2. WIDTH OF HEADER SAME AS SUPPORTING STUDS 3. 2-2xPLS UNLESS ORIG IS 4'-0" IN WIDTH OR LESS, IN WIDTH USE 1-2x PL. USE 2-10d TOE NAIL EA. SIDE OF PL 4. INSTALL 1 x6 LET -IN BRACES 0 EA. END OF WALL AND SHALL NOT EXCEED 26-0*0.C. iN BETWEEN FOR ALL UNSHEATHED STUD WALLS. 5. SEE NAIL'G SCHEDULE FOR ALL OTHER NAILING CONDITIONS. 6. USE 2x SILL PL W/-8*0 ANCHOR BOLTS x 14" LG 0 6'-O"O.C. TYP U.N.O. 5 S-T NOTE, WHERE EDGE NAILS ARE LESS THAN 3" O.C. OR WHERE SHEATHING IS INSTALLED ON BOTH FACES OF 20 STUDS AT LESS THAN 4" O.C., PROVIDE 3x EDGE MEMBERS SHEAR WALL SHEATHG PLYWOOD SHEATHING IS ORIENTED HORIZONTALLY U.N.O. REFER TO SHEAR - WALL SCHED. FOR PLY. THICKNESS & NAILING WOOD POST AS REQUIRED SEE PLANS FOR SIZE & LOCATION 2x EDGE BLOCKING 0 ALL PANEL EDGES U.N.O. 2x P.T. SILL PLATE ANCHOR BOLTS - SEE SHEARWALL SCHED. FOR SiZE & SPACING 0 CEILING JOISTS EXTERIOR INTERIOR BEARING BEARING ®EDGE NAlL'G ALL EDGES D=6d FOR #2 TO #7 SUPPORT SUPPORT O ALL PL SD. SHEETS & D=10 FOR 1 TO , 9 Q INJERMEDIATE NAIL'G 0 D=1Od FOR1O 12 O.C. TYP.SAME SIZE TYP. 90• BENDs AS EDGE NAIL. CQQ SEE PLAN FOR PLYWD D--6d FOR #2 TO 7 THICKNESS & NAILING DRYWALL CEILING O=6d FORS TO ,9 SCHEDULE. (GYPSUM BOARD) D=10d FOR 110 ® ® LP NYWD4SHALL10RUN ACROSS 2X STUD WALL TYP, 1804 BENDS JOISTS OF RAFTERS. (3 MIN. EDGE DISTANCE Is FOR NAILS SHALL BE 3/8". A �s 1 x (5) 2X SOLID BLOCKING MAY I \ I Z 1 BE SUBSTITUTED AS NOTE: SUPPORT CEILING JOISTS ON BEARING WALLS ONLY ' (D CROSS BRIDGING. ALLOWABLE SPANS FOR #2 DF OR BETTER CEILING JOISTS (DRYWALL CEILING) (Z) SI MN. ASIZE FOR PL WD SPACING JOIST SIZE s -�-Wx UK 2.0 XOF 2X 2x4 2X6 2X$ 2X10 TYP, BAR LAPS � NAILS SHALL NOT BE DRIVEN INTO TOP LAYER 12" O.C. 12'-0" 19'-0* 25'-0" 26'-0" OF PLYWD. 16* O.C. 11'-0* 17'-3* 22'-9" 24'-O* RAFTERS OR 2 X 4 FLAT BLK'G 24" O.C. 9'-6" 15'-O* 19'-9* 22'-0* JOISTS. BTWN FLOOR JOISTS SEE PLAN USE PLYCUPS CEILING FRAMING SCHEDULE (N) 2X STUD WALL (N) 2X SILL PLATE I (E) CONCRETE SLAB HIL11 "X-DNI" SHOT -PINS 0.145" DIA. W/ 1-1/2" EMBED. 0 24" O.G. U.N.O. MAXIMUM UNSUPPORTED HEIGHT FOR NON -BEARING PARTITION JOIST SIZE SPACING MAX SPAN 2 x 4 16" O.C. UP TO 14'-O" 2 x 6 16" O.C. UP TO 20'-0" 2 x 8 16" O.C. UP TO 26'-0" 11 S-T 0 SAWED JOINT TO BE FILLED W/WOOD FILLER OR EQUAL. 1 /8" RADIUS TOOLED `' G DOVE JOINT A . ' 1> ' NOTE: CONTROL JOINTS SLAB JOINTS SHALL BE INSTALLED AT INTERVALS NOT EXCEEDING 12'-0" IN BOTH DIRECTIONS (PREFERABLY A SQUARE PATTERN) 1 BEAM END. SEE PLAN FOR SiZE & LOCATION SIMPSON "ACE" POST CAP OR APP. EQUIV. WOOD POST. SEE PLAN FOR LOCATION SIMPSON "AC" POST - CAP OR APP. EQUIV. POST PER PLAN CONT. BEAM POST BEAM CONNETCION &S8___T, ! ! % NIMBI 24* LONG o'.00KING 0 4'-0* /3-16d EA. SIDE STUD WALL ---,� 16d 0 12" STUD WALL • WJmC, •,• i 3x BLK'G W/12-10d TOE NAILS EA. END TO RAFTERS, 2-10d TOE NAILS EA. SIDE FROM TOP PLATE - RAFTERS -SEE PLAN FOR SIZE & SPAC'G ROOF SHT'G 16d 2x BLK'G 0 ' 2-10d EA. SIDE 4'-0" O.C. 16d 0 16"O.C. Q STAGGERED 2-2x PLTS 2x STUDS 0 16"0.C. 11 2 S-T GENERAL STRUCTURAL NOTES 1. Coordination: The Contractor shall verify all dimensions and conditions at the job site and shall be responsible for coordination of all work and materials including those furnished by subcontractors. 2. Discrepancies: The contractor shall inform the Architect in writing, during the bidding period, of any discrepancies or omissions noted on the drawings that do not conform to codes, rules and regulations. Upon receipt of such information, the Architect will send written instructions to all concerned. Any such discrepancy, omission, or variation not reported shall be the responsibility of the contractor. 3. Typical Details and Notes: On these sheets shall apply unless specifically shown or noted otherwise. Construction details not fully shown or noted shall be similar to details shown for similar conditions. All work or construction shall comply with all applicable building codes, regulations and safety requirements. 4. Trade Names: Where an item is identified by a trade name the suffix *or approved equivalent" shall be implied unless specifically noted otherwise. 5. Standards: Except where more stringent requirements are noted or shown in the plans or specifications, all phases of work shall conform to the minimum standards of the 1997 U.B.C. adopted by the City of Santa Ana. 6. Inspection: Wherever special and/or continuous inspection is called for in these notes such inspection shall be performed by the Owner's Testing Laboratory. Any inspection, special or otherwise, that are required by the building codes, local building departments, or these plans shall be done by an Independent company. Job site visits by the Engineer shall not constitute an official Inspection, unless specifically contracted for. 7. Other Trades. See architectural, electrical and mechanical drawings for size and location of pipe, vent, duct, other openings, anchor bolt requirements for equipment and other details not shown on these structural drawings. All dimensions are to be checked and verified with the architectural drawings. 8. Shoring: It shall be the contractor's sole responsibility to design and provide adequate shoring, bracing and formwork, etc., as required for the protection of life and property during the construction of this building. Excess load capacity of slab shall not exceed loads equivalent to the design superimposed loads less construction dead and live loads. Design superimposed loads include live load, partition load, and any other load not in place at the time of shoring. 9. Excavation: The contractor shall be solely responsible for all excavation procedures Including logging, shoring, and protection of adjacent property, structures, streets and utilities in accordance with the standards of the City of Santa Ana. 11. Materials and Workmanship: The contractor shall supply all labor, materials, equipment and services of every kind, including water and power, necessary for the proper execution of the work shown or Indicated on these drawings. All material shall be new and materials and workmanship shall be of good quality. All workmen and subcontractors shall be skilled in their trade. 12. Materials and Workmanship Warranty: The contractor shall replace any defective materials and correct poor workmanship with no additional costs to the owner, and shall remedy any defects in material or workmanship which appear in one year from the date of completion of the project. This warranty applies to the work done by the subcontractors as well as the work done by the employees on the contractor. 13. Safety. The contractor shall adequately protect his work, adjacent property and the public, and be responsible for damage or injury due to his act or neglect. FOUNDATION NOTES 1. Design: Foundation designed in conformance with the 1997 Uniform Building Code and CBC 2001. Allowable soil bearing pressure is 1000 p.s.f. 2. Footings: All footings shall extend a minimum of 24 inches below finished or natural grade into undisturbed soil. 3. Inspections: The Soils Engineer or his authorized representative shall inspect all subgrade preparation prior to the placement of any reinforcing steel or concrete and shall perform tests as necessary to verify that such work Is In conformance with the recommendations given In the soils report. The geotechnical engineer shall send certification of the footings to the building department prior to placement of forms or reinforcing. Hoidowns (where required) shall be installed and properly anchored prior to inspection. REINFORCING STEEL NOTES 1. Grade: All reinforcing steel shall be deformed bars which shall conform to the standard specifications of ASTM A-615 Grade 60 for #4 and larger, #3 bars to be ASTM A-615 Grade 40. 2. Welding: Low hydrogen welding rods shall be. used for all welding to reinforcing bars, but only where shown or noted by the Structural Engineer. 3. Welding: Grade 60 Rebor shall be preheated, when welding, as prescribed by AWS D1.4 for various size bars. 4. Minimum Lap: Reinforcing steel shall be spliced with a minimum lap of 30 bar diameters In concrete, and 40 diameters in masonry, except when shown or noted otherwise. 5. Welded Wire Mesh: Electric welded wire mesh shall conform to ASTM A- 185. Size shall be as shown on the drawings. Minimum lops to be 12". 6. Doweling: Dowels shall be provided at construction joints and shall be the some size and spacing as detailed or #3 0 12"o.c. x 3'-0* long (minimum). A' Concrete ( against earth not formed * 9 }.......... 3 B. Concrete against earth (formed or troweled).......... 2" C. Walls.... ...t............................. 1-1/2" D. Slab-On-Gra. ........................... 0 of slab 8. Tolerance for Rebor emen o e f ngit nai to on bends and ends of r orce t shall u r s 2 1 s e t at discontinuous ends, m ers where r es minus 1 /2 Inch. 9. mperature Reinforcem�n Shall lap of bar diamet ut t less than 12 inches, and the splices in adjacent bars shall be not s than 5 feet apart. GLUE MiNATED BEAM NOTES 1. Lu er Grade: Glue laminated beams sh be D,F., combin n F V resorcinol glue, industrial appearance d of rwise noted. The contractor shall su s revs to a Architect for review and comment ppr or to fabrtcat on. Copies of a AITC certificate of Inspection shall be provided to the Arc tect and Building Department before beams are installed. r 2. Lams 3. Camber: Cambers shall be as shown. Where no camber is shown, none Is desired. STRUCTURAL NOTES CONCRETE NOTES 1. Compressive Strength: The minimum ultimate compressive strength of all concrete unless noted otherwise shall be 4500 psi at 28 days. Refer to plans for the design strength of concrete for specific structural elements. Design of mixes shall be by an approved testing laboratory and signed by a registered engineer. 2. Continuous Inspection: All concrete of greater than 2500 psi design strength shall have continuous Inspection by a registered Deputy Building Inspector. 3. Weight: All concrete shall be "regular weight* unless noted otherwise. 4. Cement: Cement shall conform to the ASTM C150-71o, Type V and aggregate ASTM c33-71o. Water cement ratio = 0.45. 5. Concrete Placement and Quality. Shall be per recommendations In ACI SP-15. A copy shall be available at the construction site during construction. 6. Debris: Remove all debris from forms before placing of concrete. 7. Segregation of Aggregates: Concrete shall not be dropped through reinforcing steel (as in walls, columns, and drop capitols) so as to cause segregation of aggregates. Use hoppers, chutes or trunks of varying lengths so that the free unconfined fail of concrete shall not exceed 5 feet, and a sufficient number shall be used to ensure the concrete is being kept level at all times. 8. Doweling: All walls and columns shall be doweled into footings, walls, beams, or slabs with bars of the some size and spacing as the bars above. Use a 30 bar diameter lap except where specifically Indicated. 9. Splices: Vertical wall bars shall be spliced at or near floor lines. Splice bars In grade beams, etc., (unless noted otherwise) as follows; bottom bars at mid -point of span, top bars at the support. All reinforcing steel shall be securely wired and properly supported above the ground and away from forms. 10. Inserts: All items to be cast in concrete such as reinforcing, dowels, bolts, anchors, pipes, sleeves, etc., shall be securely positioned in the forms before placing the concrete. WOOD NOTES 1. Lumber: All lumber shall conform to U.B.C. 23-1-97 and U.B.C. 23-3- 97. 2. Lumber Grading: All wood structural members shall be D.F. No. 1 per WCLB Rule #16 (both horizontal and vertical), u.n.o. All structural members shall be grade marked per Rule #16 WCLB. 3. Sills: All sills in contact with concrete or within 12" of soil shall be pressure treated D.F. conforming to 1994 U.B.C. standards. 4. Sill Anchorage: Unless otherwise shown, all sill plates shall be anchored with 5/8* x 12" anchor bolts embedded a minimum of 9* in concrete. They shall be spaced at a maximum of 4'-0* o.c. and a maximum of 9* from the ends of sills and from corners. A minimum of 2 per sill plate is required. 5. Bolts: All bolt heads and nuts bearing on wood shall have washers. All bolt holes in wood shall be drilled 1/32* to 1/16" diameter larger than the nominal bolt diameter. 6. Lag Screws: All lag screws bearing on wood shall have washers. The hole for the shank shall be the some diameter and length as the shank, the lead hole for the threads shall be about 70 percent of the shank diameter and the length of thread. 7. Wood Screws: The lead hole shall be about 70 percent of the root diameter of the screw and the length of the screw. 8. Nails. Nailing shall conform to Table 23-1-Q of the 1994 U.B.C. Connections shown are minimum permissible. All nails shall be common wire nails unless otherwise noted. Where possible, nails driven perpendicular to the grain shall be used instead of toenails. Pre- drill members and renoil should splitting develop due to the nature of the material or connection. 9. Plywood Sheathing: Plywood sheathing shall be D.F. plywood with exterior type glue as specified by the American Plywood Association and as noted on plans. Nail as shown on plans. If the nail head breaks the face ply, the nail shall be removed and renalled into firm adjacent wood. Nail heads which break face ply shall be cause for rejection of vertical or horizontal diaphragm. 10. Roof Sheathing: Roof sheathing shall be inspected and approved prior to placing roofing and Insulation. 11. Wail Sheathing: Wall sheathing shall be Inspected and approved prior to placing of drywall or felts. PARALLAM BEAM NOTES 1. Installation: Parallom beams, made of parallel strand lumber, by the Porallam Division of MacMillan Bloedel, shall be installed as noted by NER 292 recommendations. 2. Grade/Manufacturers Stomp: Parallarn beams delivered to the project shall be stamped by the manufacturer. SIMPSON HARDWARE NOTES 1. Bolts: All refrences to bolts or MB's are for structural quality through bolts equal to or better than ASTM Standard A307. 2. Fasteners: All specified fasteners must be installed according to the instruction In the Simpson catalog. Incorrect fastener quantity, size type, material or finish may cause the connection to fail. Ins a a on tain on the premises a copy of the above referenVC0.�or .B.t. 6e al: 1 dditi to the ' ections required by sect 108 of 997 t th wner sh mploy a special Inspec during h of work. All special specmons s 11 be per ed in a with section 1701 of a 1997 UBC. oncrote: Dur the taking of t specimens and pla g of all reinforced concrete and pneuma Ily placed concrete. 3. Welding: During ail field structural welding, including we g of reinforcing steel. 4. Selection of the Special Inspector: The owner shall sub to the Architect a list of 3 firms chosen to perform the specs; ' inspection duties. The special inspection firm shall have at least ars of experience In the work to be Inspected. The Architect s 11 recommend a firm from those submitted. a minimum 2 years experience in fhe sneci c cons r r ► � ii i A • all • i i� a REVISIONS A a rn 80 ms DRAWN: RR CHECKED: NG DATE: 11-02-04 JOB NO: 04-20 SHEET NUMBER: . p m