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HomeMy WebLinkAbout10146126,6505,6507-08.pdfLO Ir— co r CONSTRUCTION DOCUMENTS FOR �7 LLJ ST. JEANNE DE LESTONNAC SCHOOL 1 FIELD OF DREAMS a. o RESTROOM BUILDING, DUGOUTS, SCOREBOARD SUPPORT, ENTRY GATES PERIMETER WROUGHT IRON FENCE, AND ELECTRICAL SITEWORK • WISTI-i 0 9 1 IV M No& ii �TON/y\ �NCERS „ daARCMECTURIAL STRUCTURAL ACCEPTED FOR CONSTRUCTION PLANS sNS easz of Weis and sgeWfic t 0ns mu'st No, kep, on the job n" 'c'I farms and it is umawf l to ruskeany changes or r s t written permission from the City of Sants Ana T hn acceptance f this plan and specification s SHALL NOT he ; r b �' s violation f any ision4 of ANY City Ordin m Mate Law, Accepted BY t c CITY OF SANTA ANA SANTA ANA, CALI FORN 1A S"xs3c1 "fst"�`ry sus ,may MECH GRADING PERMIT#occ(j 1 A GROU - CONSTA 8I FL: a, tom, E Cf U .;S I.N._v' ': . -M FLOOD NE C01TI . 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(� It f ,.. # b * CALIFORNIA ENERGY CODE: i i EDITION r • : • i • 1 • 1 • i y • • y w M i w M 1 ♦ t r a a • • r r + • • / • i r• r • ♦ •! i i • + a� w r r r r w i i+ • i a CHESTNUT #9 v ♦ OCCUPANCY = y y • i a - a a r ri AV k I 'iCONSTRUCTION TYPE. V-n (non sprinikered) ha f # • r s rrrlWe 2} 11L���I 1g � • • i III i i • • • i • i r � — - a.. obi �. � ? r , • • r r • r i w BUILDING CITY OF SANTA ANA a • ' i •' i REVIEW r♦ i i• 1 i 1'i • .t ,s.MASTER I.D. NO. 1 i ER NO. 2004-11 f .,� _' s.. P • 1 ♦ r ♦ r r i y ` mv '+ • INCLUDED PERMIT r APPLICATION. • w • w • , .._�. ,Nn z..,� ,, w4 ...,,,� , �._ , ._., _ ., .,., , ,,. u... ,, .,. ! .,,...:.� ,.,,._� ..., _;: �.. a..,. ', 3,. � • • ' • ' • ' r • i ' i • i ' a i ' 1 r A i a A • • r • ♦ A • ! r:HOURSy i r •PROJECT SITE i. y i t ♦ i y • y ♦ i w y ♦ i OF ii PM TO 01 AM, MONDAYa 'r' AND • ii PM TO i ii + i / i i A • i • a i • NORTHAM ON SUNDAYS AND FEDERAL HOLIDAYS. r • r y y r r•• i • i• i w i A • • •' : • i ' i / : NOTES: CONTACT INFORMATION Iwo OWNER: SISTERS OF THE COMPANY OF MARY 16791 EAST MAIN STREET, TUSTIN, CA 92780 • / A ®• ♦ r A ♦ • i • i y • r y i • • r • i • + : " • r i • a • • r r r • ry ' r •• A ! a •' • i • i • '"a i r / • • r voice,: •'•(FAX)• i' • • r a i' ♦ i • • • y r • i r • y • •/ • • y i t 16791 EAST MAIN STREET, TUSTIN, CA 92780 : t • i ri i 1 i t • i ♦ ♦ i a i • i ' + • i • i r r y r r• i' +' • i i PERSON RESPONSIBLE FOR PREPARATION ri r rPLANS:'i • • ' • r • y ir' y A / r •' r • r• : • • •: • r i i ' • ' i • i • x cl>3.1G3 .. '. 4 1 • r r r• i . i •: Ste 60 is iv Ca / r i t +• y w w • w r i y • r s ,., t- ^ s� ;. _ i i i• ♦ y r A l i r y • r y i • ROY D SR. ©. 11073 REN'E DATE , Qr 2-28-2 Q5 �J CAL z 0 0 0 w x ■ E� GENERAL NOTES LIGHTING & ELECTRICAL NOTES 21. G.C. IS TO FURNISH LABOR AND MATERIALS IN SUFFICIENT 40. IT IS UNDERSTOOD THAT ALL BIDS SUBMITTED FOR THIS PROJECT QUANTITIES NECESSARY TO COMPLETE THE WORK WITHIN THE ARE FURNISHED WITHOUT OBLIGATION AND THAT THE TENANT 1. ALL WORK SHALL COMPLY WITH THE REGULATIONS OF THE TIME STATED. RESERVES THE RIGHT TO ACCEPT OR REJECT ANY PROPOSALS 1. REFER ENGINEERING DRAWINGS FOR ALL CIRCUITING AND GOVERNMENTAL AUTHORITIES HAVING JURISDICTION. THE OR PART OF ANY BID SUBMITTED. R POWER REQUIREMENTS. THE ARCHITECTURAL DRAWINGS ARE SPECIFICATIONS SHALL BE SUPPLEMENTAL TO ALL LAWS AND 22. G.C. IS TO PROVIDE ENOUGH LABOR SO THAT THE ACTIVITY FOR FOR LOCATIONS AND DIMENSIONS. CODES OF GOVERNMENTAL REGULATING BODIES RELATING TO ANY GIVEN TRADE WILL NOT BE LIMITED TO ONLY ONE PART OF 41. THE SUBCONTRACTORS AGREE TO INDEMNIFY AND HOLD BUILDINGS, AND ALL APPLICABLE REQUIREMENTS SPECIFIED IN THE TOTAL WORK AREA. EACH TRADE WILL BE EXPECTED TO HARMLESS THE OWNER OF THE BUILDING, THE OWNER OF THE 2. G.C. TO FURNISH AND INSTALL ALL LIGHTING, HVAC AND RELATED THESE REGULATIONS SHALL BE FOLLOWED AS THOUGH WORK AS REQUIRED SO AS NOT TO DELAY OR HOLD UP THE FEE, THE MANAGING AGENTS AND EMPLOYEES OF ALL OF THE MECHANICAL WORK IN STRICT COMPLIANCE WITH LOCAL CODES. SPECIFICALLY NOTED IN THE SPECIFICATIONS OR DRAWINGS. TRADE FOLLOWING THEM. FOREGOING, AND ANY AND ALL MORTGAGES, AGAINST ANY AND ALL CLAIMS, SUITS, LOSSES OF EXPENSES BY REASON OF ANY 3. NIGHT LIGHTS, EXIT LIGHTS AND ALARMS SHALL BE PROVIDED BY THIS SHALL NOT HOWEVER, BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH IN THE SPECIFICATIONS CAN BE 23. G.C. SHALL INCLUDE OVERTIMER REQUIRE TO COMPLETE THE LIABILITY ARISING OUT OF OR IN CONSEQUENCE OF THE G.C. AS REQUIRED 8Y APPLICABLE CODES. MODIFIED BECAUSE THEY ARE NOT SPECIFICALLY NOTED BY SUCH JOB IN ACCORDANCE WITH BUILDING RULES AND REGULATIONS AS PERFORMANCE OF THIS CONTRACT (AND/OR IMPOSED BY LAW 4. ALL LIGHTING IS TO BE INSTALLED IN CONFORMANCE WITH CODES OR LAWS. IT IS THE GENERAL CONTRACTORS WELL AS RWHA'S CONSTRUCTION COMPLETION DATES. UPON ANY AND ALL OF THEM) BECAUSE OF PERSONAL INJURIES, PERTINENT ELECTRICAL CODES. RESPONSIBILITY TO NOTIFY RWHA OF ANY CONFLICTS BETWEEN 24. G.C. SMALL COORDINATE WORK BEING PERFORMED BY OTHERS, INCLUDING DEATH AT ANY TIME RESULTING THEREFROM, THESE DRAWINGS AND LOCAL BUILDING CODES. SUSTAINED BY ANY PERSON AND DAMAGE TO PROPERTY, 5. ALL RECESSED FIXTURES SHALL BE SET FLUSH WITH ACOUSTIC A INCLUDING, BUT NOT LIMITED TO RWHA'S COMMUNICATIONS WHETHER SUCH INJURIES TO PERSONS OR DAMAGES TO TILE CEILING; AS RECOMMENDED BY MANUFACTURERS. 2. G.C. SHALL USE THESE DRAWINGS IN CONNECTION WITH VENDORS, ETC. PROPERTY ARE DUE OR CLAIMED TO BE DUE TO NEGLIGENCE OF "GENERAL SPECIFICATIONS" FOR THIS PROJECT AND CONFORM TO THE CONTRACTOR. THE OWNER OF THE BUILDING, THE OWNER OF 6. ALL LIGHT FIXTURES MAY BE SUBSTITUTED BY FIXTURE OF EQUAL THEA0 FOR ALL ITEMS CALLEb FOR OIV THE DRAWINGS. CHANGES Y, 25. PRIOR TO BEGINNING ANY WORK, THE G.C. SHALL FURNISH A THE FEE, THE MANAGING AGENTS AND EMPLOYEES OF ALL OF THE QUALITY WITH APPROVAL BY RWHA. WITHOUT RWHA BRANCH REAL ESTATE DEPARTMENT APPROVAL CONSTRUCTION SCHEDULE SHOWING THE CHRONOLOGICAL WILL BE AT YOUR EXPENSE, P PHASES OF HIS WORK, AND ALL RELATED WORK FOR THE OF THE PROJECT. THIS SCHEDULE SHALL INDICATE 7. 7. WHERE MORE THAN ONE SWITCH ARE LOCATED TOGETHER THEY COMPLETION SHALL HAVE A COMMON FACE PLATE. 3. G.C. SHALL BE RESPONSIBLE FOR ALL SAFETY CONDITIONS ALL ORDERING LEAD-TIME, LENGTH OF TIME FOR EACH PHASE, ITS RELATING`TO JOB CONSTRUCTION AND ASSURE PROECTION FOR START AND COMPLETION, WITH A PROJECTED COMPLETION DATE. 1. THE CONTRACTOR SHALL PROVIDE LINE AND GRADING ON THE 8. G.C. SHALL RECIRCUIT AND REWIRE EXISTING PANELBOARD (S) AS " ADJACENT OCCUPANCIES. FINISHED SLAB FOR ALL PARTITIONS, TO BE APPROVED BY RWHA. REQUIRED IN ELECTRIC CLOSET TO ACCOMMODATE IA ELECTRIC 26. THE G.C. SHALL FURNISH FIELD PROGRESS REPORTS TO SBS FOR (LINE AND GRADING SHALL BE SHOWN BY PAINTING PARTITION POWER AND LIGHTING DESIGN. SEE ENGINEER DRAWINGS. k 4. DURING THE ENTIE PERIOD OF DEMOLITION AND CONSTRUCTION, ALL PHASES OF CONSTRUCTION. LOCATIONS OR BY INSTALLING METAL STUD FLOOR CHANNEL). ALL EXISTING EXITS, E)QT LIGHTING, FIRE PROTECTIVE DEVICES 9. PANELBOARD CIRCUIT BREAKERS SHALL BE NEATLY TAGGED AND "AND ALARMS SHALL BE CONSPICUOUSLY POSTED. 27. G.C. IS TO CONTAINERIZE ALL DEBRIS AND BROOM CLEAN ALL 2. THERE SHALL BE NO HORIZONTAL JOINTS ON EXPOSED SURFACES NUMBERED BY G.C. TO CORRESPOND WITH CIRCUITING OUTLINED A,: CONSTRUCTION AREAS AT THE COMPLETION OF EACH WORK DAY OF GYPSUM BOARD WALLS, ON ENGINEERING DRAWINGS, 5. BUILDINGREQUIREMENTS FOR ALL ALTERATIONS SHALL APPLY TO PERIODICALLY REMOVING DEBRIS AS REQUIRED. UPON 3. ALL NEW WALLS ARE TO BE TAPED AND ARE TO APPEAR ALL WORK AS REQUIRED. IT SHALL BE THE RESPONSIBILITY OF COMPLETION OF THE WORK REMOVE ALL DEBRIS AND LEAVE THE HOMOGENEOUS WITH EXISTING CONSTRUCTION WHEN 10. G.C. SHALL PROVIDE ALL NEW PANEL BOARDS AS REQUIRED IN THE GENERAL CONTRACTOR TO FAMILIARIZE HIMSELF WITH THEM. PREMISES BROOM CLEAN. COMPLETED. ADDITION TO ANY REQUIRED REWIRING OF EXISTING. SEE 6. ALL CONTRACTORS SHALL CONTACT THE BUILDING MANAGEMENT 28. G.C. SHALL BE RESPONSIBLE FOR ALL TEMPORARY LIGHT, HEAT 4, ALL PARTITIONS ARE DIMENSIONED FINISH -TO -FINISH, UNLESS ENGINEERING DRAWINGS. TO DETERMINE THE RULES OF THE BUILDING OWNER FOR AND POWER REQUIRED TO COMPLETE CONSTRUCTION. OTHERWISE NOTED. 11. G.C. SHALL PERFORM ALL ELECTRICAL WORK IN ACCORDANCE CONSTRUCTION, TO DETERMINE WHEN AND HOW DELIVERIES CAN 29. G.G. SHALL BE RESPONSIBLE FOR ALL HOISTING RELATED TO THE 5, CONTRACTOR SHALL PROVIDE SUFFICIENT FRAMING FOR ALL WITH ANY AND ALL GOVERNING LOCAL CODES, THE NATIONAL BE MADE (SEE BELOW), WHAT PHASES OF CONSTRUCTION CAN BE ELECTRIC CODE AND BUILDING RULES AND REGULATIONS. DONE ON REGULAR OR OVERTIME, AND IN GENERAL, ANY SPECIAL WORK OF THIS CONTRACT. OPENINGS FOR DUCT WORK AND RETURN AIR GRILLE OPENINGS BUILDING REQUIREMENTS WHICH WILL AFFECT THEIR WORK. (IF ABOVE AND BELOW HUNG CEILINGS. THESE ARE TO COORDINATE 12, G.C. SHALL PROVIDE AND INSTALL ALL ELECTRIC CONTROL WIRING OVERTIME WORK IS REQUIRED BY ANY TRADE, APPROVAL MUST 30. THE G.C. SHALL MAINTAIN A CURRENT AND COMPLETE SET OF WITH THE AIR CONDITIONING ENGINEER'S AND MECHANICAL TO PROVIDE A COMPLETE SUPPLEMENTARY AC SYSTEM. SEE BE OBTAINED PRIOR TO THE EXECUTION OF ANY WORK, CONSTRUCTUION DRAWINGS ON FLOORS DURING ALL PHASES OF CONTRACTOR'S SHOP DRAWINGS. ALL OPENINGS SHALL BE ENGINEERING DRAWINGS. INCLUDING COST.) THE GENERAL INTENT IS THAT ALL CONSTRUCTION FOR USE OF ALL TRADES. PROPERLY SEALED FOR FIRE PROOFING, SOUNDPROOFING AND CONSTRUCTION SHALL BE DONE ON REGULAR TIME EXCEPT NOISY 31. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. LARGE SCALE VIBRATION CONTROL. 13. G.C. TO PROVIDE AND INSTALL COVER PLATES FOR ALL WALL WORK. DETAILS SHALL GOVERN OVER SMALL SCALE PLANS. VERIFY WITH 6. G.C. IS TO PROVIDE METAL CORNER BEADS AT ALL OUTSIDE MOUNTED ELECTRICAL AND COMMUNICATIONS OUTLETS. 7. G.C. IS TO BE GUIDED BY INSTRUCTION OF BUILDING MANAGER AS RWHA ASAP. CORNERS AT DRYWALL PARTITIONS WITH A FINISH FREE OF 14. G.C. SHALL PROVIDE 115V SEPARATE CIRCUIT AND SURGE TO THE MANNER OF HANDLING CONTRACTOR'S MATERIALS, DISTORTIONS ON EXTERIOR COLUMNS PASS GYPSUM BOARD PROTECTOR AT COPIER LOCATION. EQUIPMENT AND DEBRIS. 32. NO SUBSTITUTIONS ARE TO BE MADE WITHOUT APPROVAL BY OVER DOLUMN FACE WHERE DRYWALL ABUTS COLUMNS. RWHA. G.C. IS TO SUBMIT SUBSTITUTE MATERIAL SPECIFICATIONS 15. ALL WALL MOUNTED DATA AND VOICE RECEPTACLES TO HAVE 3/4" 8. ALL WORK TO BE PERFORMED IN OCCUPIED AREAS OR IN OTHER AND SAMPLE FOR APPROVAL, IN WRITING, TO RWHA PRIOR TO 7. ER WHERE NEW PARTITIONS MEET WINDOW MULLIONS OR NSIDE CONDUIT STUB UP AND TERMINATED 6" ABOVE HUNG CEILING. TENANTS SPACES SHALL BE PERFORMED ON OVERTIME, AS COMMENCEMENT OF WORK. COLUMNS A SOUNDPROOF FILLER PANEL SHALL BE USEDD INSIDE THE CONNECTOR ENCLOSURE OR INSTALLED BETWEEN THE REQUIRED, AND BY BUILDING RULES AND REGULATIONS. 33. G.C. IS TO PROVIDE SHOP DRAWINGS FOR ALL MILLWORK AND COLUMNS AND PERIMETER WINDOW MULLIONS. 16. G.C. SHALL PROVIDE AND INSTALL ALL REQUIRED CLASS "E" CONTROL WIRING, ALARMS AND SPEAKERS REQUIRED BY CODE u 9. THE G.C. SHALL PROPERLY PROTECT THE BUILDING HARDWARE. G.C. IS TO PROVIDE A COMPOSITE SHOP DRAWING OF 8. WHEN PATCHING DRYWALL PARTITIONS. WHERE EXISTING AND BUILDING RULES AND REGULATIONS. ALL GLASS "E" WORK MANAGEMENT'S AND ADJOINING PROPERTY OR WORK AND ANY HVAC, SHEETMETAL AND LIGHTING SHOWING ANY POSSIBLE SURFACES DO NOT ALIGN IN THE SAME PLANE PATCH OUT ENTIRE SHALL BE COORDINATED WITH LANDLORD AS REQUIRED. (SEE DAMAGE TO THE SAME CAUSED BY HIS WORK OR WORKMEN MUST CONFLICT WITH CLEAR HEIGHTS AND EXISTING BEAMS, DUCTS, SURFACE AS REQUIRED FOR AN EVEN, FLUSH SURFACE ON THE ENGINEERING DRAWINGS). ALL CLASS "E" WORK SHALL COMPLY BE MADE GOOD WITHOUT DELAY. PATCHING AND REPLACING OF PIPES r ETC. THAT COULD CRITICALLY AFFECT THE ULTIMATE ENTIRE WALL. WITH DEPARTMENT OF BUILDINGS AND/OR ANY DAMAGED WORK SHALL BE DONE BY THE CONTRACTOR WHO #S CEILING ELEVATION. SUCCESSOR OR LAW OF LIKE IMPORT AND BUILDING RULES AND RESPONSIBLE FOR THE DAMAGE. 9. G.G. IS TO PROVIDE APPROPRIATE BACKING WITHIN NEW AND REGULATIONS. 34. THE G.C. SUBCONTRACTORS AND TENANTS CONTRACTORS SHALL EXISTING WALLS FOR ALL HUNG CABINETS, SHELVING AND 10, THE G.C. SHALL PROVIDE ALL NECESSARY PROTECTION AND SUBMIT CERTIFICATES TO RWHA UPON COMPLETION OF WORK, MILLWORK AS REQUIRED FOR ADEQUATE SUPPORT. 17. ALL CORE ANDIOR FLOOR TRENCHING FOR TELEPHONE 1 SECURITY FOR HIS WORK UNTIL TURNED OVER TO THE CLIENT. INCLUDING BUT NOT LIMITED TO THE FOLLOWING: ELECTRICAL CONDUITING SHALL BE PERFORMED ON OVERTIME AS - FIREPROOF WOOD TEST REPORT 1fl. FOR SLAB T4 SLAB PARTITIONS ALL JOINTS OCCURING ABOVE THE REQUIRED AND COORDINATED WITH LANDLORD FOR APPROVAL. 11. G.C. IS TO PROVIDE AND MAINTAIN SAFE AND UNINTERRUPTED -ELECTRICAL, PLUMBING AND JR CONDITIONING CERTIFICATES CEILING LINE ON BOTH SIDES OF PARTITION SHALL BE TAPED AND USE OF MECHANICAL AND ELECTRICAL SYSTEMS IN EXISTING ISSUED BY; MUDDED WITH AT LEAST ONE GOAT OF COMPOUND (TYP). 18. FOR ALL ELECTRICAL CONDUITS THAT MUST BE RUN IN CEILING OF AEAS PRESENTLY OCCUPIED. -- DEPARTMENT OF WATER SUPPLY, GAS AND ELECTRICITY (OR 11. G.C. IS TO PLASTER / PATCH FOR ALL TRADES REQUIRED. FLOOR BELOW MUST BE IN RIGID CONDUIT OR EMT WITH NO APPROPRIATE AGENCY) JUNCTION BOXES WITHIN THIS FLOOR. 12. G.C. IS TO COORDINATE AND PERFORM ALL CUTTING AND - BOARD OF FIRE UNDERWRITERS 12. TWO (2) DIAGONAL BRACES TO SLAB ABOVE SHALL BE PROVIDED PATCHING FOR SERVICES AS CALLED FOR ALL DRAWINGS, AT DOOR OPENINGS, AND TRIMMED OPENINGS, IF PARTITIONS ARE 19. ALL LOW TENSION CABLING RUN THROUGH POKE -THROUGH: 35. THE CONTRACTOR SHALL PROVIDE REPRODUCIBLE "RECORD" TO UNDERSIDE OF THE CEILING. ASSEMBLIES TO FLOOR BELOW SHALL BE IN EMT CONDUIT 13. G.C. IS TO VISIT THE SITE AND CAREFULLY INSPECT THE EXISTING DRAWINGS IN A FORMAT ACCEPTABLE TO THE TENANT AND PROVIDE METAL BRACING AND APPROPRIATE STIFFENING TO (SEPARATE CONDUITS FOR TELEPHONE AND COMPUTER CABLES). CONDITIONS AFFECTING THE WORK. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS MUST BE LANDLORD SHOWING ALL LIGHTING AND ELECTRICAL CIRCUITRY WORK (INCLUDING NUMBERS) AS ACTUALLY INSTALLED - SEE SECURE CEILING HIGH PARTITIONS. PROVIDE STIFFENER AT EACH 20. ALL CONDUITS SHALL BE 4" O.C. MINIMUM AND SHALL BE REPORTED TO RWHA IN WRITING. ELECTRICAL SPECIFICATION NOTES. AT FINAL CLOSE-OUT OF THE DOOR STRIKE AND AT FOUR FEET CENTERS {TYPE. PROPERLY HUNG FROM STRUCTURE ABOVE WITH KINDORF PROJECT, SUBMIT ONE COMPLETE SET OF REPRODUCIBLE "AS- 13. NOTE ALL HOLLOW METAL DOOR FRAMES SHALL BE 16GA, AND CHANNELS APPROPRIATELY SIZED HANGER RODS AS PER 14. G.C. IS RESPONSIBLE FOR EVERY ITEM NOTED ON DRAWING BUILT" PLANS TO LANDLORD. THESE PLANS SHALL BE CLEARLYNATIONAL SMALL BE WELDED AND PROPERLY FIRE RATED AND LABELED ELECTRIC CODE AND LOCAL DEPARTMENT OF UNLESS OTHERWISE NOTED. MARKED FOR ALL DEVIATIONS BETWEEN FIELD CONDITIONS AS WITH U.L. LISTING (TYPICAL), U.N.O. BUILDINGS HAVING JURISDICTION OVER THIS PROJECT'S CONSTRUCTED AND THE CONSTRUCTION DOCUMENTS, BUT ELECTRICAL CODES. ALL LOW TENSION CABLE CONDUITS SHALL 15, G.C. SHALL BE RESPONSIBLE FOR COORDINATING ANY AND ALL SPECIFICALLY AND PARTICULARLY MECHANICAL, ELECTRICAL, 14 ,L ALL FIRE RATED DOORS SHALL BE PROPERLY LABELED WITH U, BE SUPPLIED WITH POINT TO POINT DRAG LINES TAGGED AT EACH BUIDLING SYSTEM SHUT DOWNS TO FACILITATE REQUIRED WORK LISTING. END. THERE SHALL BE NO JUNCTION OR PULL BOXES IN THE AS PER CONTRACT DOCUMENTS (INCLUDING BUT NOT LIMITED TO 36. THE, G.C. SHALL PROVIDE AN ALTERNATE PRICE FOR FILING ALL 15, ALL METAL STUD AND DRYWALL PARTITIONS SUPPORTING BUILT-IN FLOOR BELOW. HVAC, SPRINKLER, ELECTRICAL, PLUMBING, ETC.) WITH LANDLORD. NECESSARY DOCUMENTS WITH THE APPROPRIATE AGENCIES AND MILLWORK AND OR CABINET WORK SHALL HAVE STUD SPACING OF (OVERTIME AS REQUIRED) OBTAINING BUILDING DEPARTMENT PERMITS. 12" O.C. IN LIEU OF 24" O.C. INCLUDING ALL REQUIRED BRACING, 21. ALL POKE -THROUGH ASSEMBLIES SHALL BE FIRE RATED TYPE AS 16. G.C. SHALL REPAIR, AT HIS OWN EXPENSE, ANY DAMAGE TO 37. THE TENANT WITHOUT IN THE CONTRACT, MAY ORDER BLOCKING AND GROUNDS. (TYPICAL) MANUFACTURED BY O.Z. GEDNEY OR APPROVED EQUAL AND SHALL BE FIRE STOPPED TO MAINTAIN FIRE RATING AS PER LOCAL EXISTING AREAS NOT DESIGNATED FOR REFURBISHMENT. EXTRA WORK OR MAY MAKE CHANGES BY ALTERING, ADDING TO DEPARTMENT OF BUILDINGS HAVING JURISDICTION OVER THIS OR DEDUCTING FROM WORK, THE CONTRACT SUM BEING PROJECT. 17. G.C. IS RESPONSIBLE FOR ALL CUTTING, FITTING AND PATCHING ADJUSTED ACCORDINGLY. ALL SUCH WORK SHALL BE EXECUTED IS THAT MAY BE REQUIRED TO MAKE SEVERAL PARTS FIT TOGETHER UNDER THE CONDITIONS OF THE ORIGINAL CONTRACT EXCEPT 22. THE G.C.'S HVAC AND ELECTRICAL SUBS SHALL SUBMIT SHOP PROPERLY. DO NOT ENDANGER ANY WORK BY CUTTING, THAT ANY CLAIM FOR EXTENSIONS OF TIME CAUSED THEREBY DRAWINGS AND SPECIFICATIONS COVERING ALL ITEMS FOR RWHA EXCAVATING OR OTHERWISE ALTERING WITHOUT RWHA SHALL BE ADJUSTED AT THE TIME OF ORDERING SUCH CHANGE. 17. UNLESS OTHERWISE NOTED ALL HARDWARE SHALL BE SUPPLIED DESIGN INTENT APPROVAL PRIOR TO CONSTRUCTION, z APPROVAL. BY THE G.C. 38. IF THE G.G. CLAIMS THAT ANY REVISION TO DRAWINGS INVOLVES 23. ALL DUPLEX RECEPTACLES AND OTHER OUTLETS IN WALLS WITH 18. G.C. SHALL PROTECT ALL EXISTING CONSRUCTION (INCLUDING EXTRA COST UNDER THIS CONTRACT, HE SHALL GIVE THE TENANT 18. ALL LOCK SETS SHALL BE CODED AND/OR KEYED IN ACCORDANCE SPECIAL APPLIED FINISHES (WOOD PANELING, CORK, ETC.) SHALL ca'v CORE AND PERIMETER WALLS) DURING THE ENTIRE COURSE OF WRITTEN NOTICE THEREOF WITHIN A REASONABLE TIME AFTER WITH THE BUILDING REQUIREMENTS. CODES AND/OR KEYS ARE HAVE THE FACE OF THE ROUGHING BOX SET FLUSH WITH FACE OF � THE JOB. RECEIPT OF SUCH INSTRUCTIONS. IN ANY EVENT BEFORE TO BE DELIVERED TO THE TENANT PROPERLY TESTED AND/OR APPLIED FINISH. SEE ELEVATIONS DRAWINGS. o 19. G.C. IS TO EXERCISE SPECIAL CARE IN THE HANDLING OF PROCEEDING TO EXECUTE THE WORK NO SUCH CLAIMS SHALL BE TAGGED. PROVIDE (3) MASTER KEYS AND (3) PASS KEYS FOR EACH LOCK. 24 WHERE OUTLETS, JUNCTION BOXES ARE LOCATED BEHIND 0 z MATERIALS, EQUIPMENT AND RUBBISH TO AVOID INCONVENIENCE VALID UNLESS SO MADE. UNLESS OTHERWISE NOTED, NO CABINETS, THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO AND ANNOYANCE OF THE OWNER, MANAGEMENT, AND OTHER PAYMENT ON SUCH BILLS WILL BE MADE UNTIL FINAL SETTLEMENT. 19. G.C. IS TO FURNISH AND INSTALL ALL ROUGH PLUMBING AND THESE BOXES IF DESIGN APPEARANCE STRUCTURE OR FUNCTION a TENANTS. G.C. IS TO CONTROL JOB CLEANING TO PREVENT DIRT, 39. ALL CLAIMS FOR ADDITIONAL WORK SHALL BE SUBMITTED IN HOOK-UP FOR SINK, COFFEE MACHINE, ICE MAKER AND OF CABINET IS NOT IMPAIRED. WHEREVER A QUESTIONABLE a w DEBRIS OR DUST FROM THE PREMISES BEING ALTERED. WRITING FOR APPROVAL OF THE TENANT AND SHOULD INCLUDE A REFRIGERATOR. G.C. IS TO FURNISH AND INSTALL ALL FIXTURES CONDITION ARISES RWHA SHALL BE NOTIFIED PRIOR TO COMPLETE DESCRIPTION OF THE WORK BEING PERFORMED, (APPLIANCES). COMMENCEMENT OF WORK. 20. THE G.C. SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS, MATERIALS BEING USED, THE CONSTRUCTION SPACE NUMBER OF 20. G.C. WILL CLEAN AND PREPARE FLOOR FOR BLDG. STD. CARPET BOTH FROM HIS OWN AND OTHER SUBCONTRACTORS THE AREA BEING WORKED IN AND THE AUTHORIZATION UNDER INSTALLATION, 25. THE CONTRACTOR SHALL COORDINATE ANY ELECTRICAL WORK � EMPLOYEES, INCLUDING THAT RUBBISH WHICH IS A BY-PRODUCT WHICH THE WORK IS BEING PERFORMED. OR LIGHTING INSTALLATION INTO CABINET WORK IF & AS REQ'D. N OF CARPET AND TELEPHONE COMPANY INSTALLATION, ETC. C? 26. G.C. TO PROVIDE PULL STRINGS IN ALL EMPTY CONDUIT. Z tt l%v war 1� ROY OLD JR. �vo cl Qi .e w RENEW DATE 2, 5 z� a 0) LLJ F- 0 Z Q W Z W 1 71" F- J W 0ul I > 00 W 4=) q d < Nm Z ¢ U 0 J 0 5 tY 0- W Z < co R �a) u_ T- z 0 w< o� Jos . S03-2004-01 DES3GN RW H JR DRAWN RW H JR DATE 7 SEPTEMBER 2004 scALE NONE SHEET N-1 ROY W. HERBOLD, JR. ARCHITECT 2522 AQUASANTA TUSTIN, CA 92782 714.573.1328 VOICE 714.573.1348 FAX CEILING NOTES 13. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL PLUMBING MILLWORK NOTES 22. ALL BLOCKING AND WOOD CLEATS FOR OVERHEAD CABINETS TO BE SCREWED AND SECURED TO METAL STUDS AND WOOD 1 CONTRACTOR SHALL NOTIFY RWHA OF ANY POSSIBLE ROUGH -IN, FIXTURES AND ACCESSORIES SHOWN ON ALL PLANS 1. ALL CABINETWORK ATTACHED TO PREMISES SHALL COMPLY WITH GROUNDS. INTERFERENCES BEFORE PROCEEDING WITH INSTALLATION. AND DETAIL DRAWINGS. THE LOCAL BUILDING CODE. 23. SEE NOTE 34 OF GENERAL NOTES ON SHEET N-1. 2. CEILING HEIGHTS SHALL BE 10'-0"A4F.F. UNLESS OTHERWISE 14. THE CONTRACTOR SHALL SUBMIT CUTS OF ALL FIXTURES, 2. ALL BLOCKING REQUIRED SHALL BE SCRIBED TO WALL OR CEILING, NOTED. ANY DEVIATION FROM THE HEIGHTS SHOWN WILL BE FITTINGS AND ACCESSORIES TO RWHA FOR APPROVAL. CABINET CONTRACTOR TO CHECK JOB PROGRESS AND PAINT & WALLCOVERING NOTES SUBMITTED TO RWHA FOR REVIEW AND APPROVAL. COORDINATE WITH OTHER TRADES INVOLVED. CONTRACTOR IS 15. THE CONTRACTOR SHALL COORDINATE HIS PLUMBING WORK WITH RESPONSIBLE FOR ALL BLOCKING REQUIRED; UNDER NO 1. ALL PAINT TO,BE PAINT P-1 UNLESS OTHERWISE NOTED. 3. FASCIAS OR ANY BREAK IN THE CEILING HEIGHTS CREATED BY THE MANUFACTURER'S SPECS. CIRCUMSTANCES WILL 'EXTRA* WORK BE AUTHORIZED FOR INSTALLATION AND/OR ALTERATION OF HEATING, VENTILATING, AIR 16. ALL RISER SHUTDOWNS SHALL BE SUPERVISED BY BUILDING AS BLOCKING. 2. ALL WALLS SHALL BE EGGSHELL FINISH UNLESS OTHERWISE CONDITIONING OR MECHANICAL DUCTS, PIPING OR OTHER DIRECTED BY BUILDING MANAGEMENT. NO WATER RISERS SHALL 3. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO RWHA FOR NOTED. EQUIPMENT SHALL BE FORMED OF GYPSUM WALLBOARD ON FURRING CHANNELS. ALL CONDITIONS TO BE APPROVED BY BE SHUTDOWN DURING BUILDING OFFICE HOURS. REVIEW. 3. ALL EXTERIOR WINDOW VERTICAL LOUVER TRACKS SHALL REMAIN RWHA. 17. THE CONTRACTOR SHALL PLAN INSTALLATION OF NEW PLUMBING 4. THE CONTRACTOR SHALL SUBMIT SAMPLES TO RWHA FOR NATURAL FINISH. 4. CEILINGS IN CLOSETS SHALL BE OF THE SAME HEIGHTS AND WORK AND CONNECTIONS TO EXISTING WORK TO INSURE REVIEW. 4. WALLS SHALL INCLUDE SURFACES FROM FLOOR TO CEILING, CONSTRUCTION AS THAT OF ADJOINING SPACE, EXCEPT AS MINIMUM INTERFERENCE WITH REGULAR OPERATIONS OF INCLUDING PLASTERS, FASCIAS, JAMBS, BUCKS, REVEALS, OTHERWISE NOTED. EXISTING FACILITIES. SUBMIT TO THE BUILDING MANAGER A DATE 5. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS RETURNS AND ALL VERTICAL SURFACES NOT INCLUDED IN THE SCHEDULE FOR APPROVAL OF NECESSARY TEMPORARY AND CONDITIONS AT JOB SITE AND SHALL BE RESPONSIBLE FOR CEILING. 5. THE G.C. SHALL CLOSELY COORDINATE THE CEILING WORK WITH SHUTDOWNS OF EXISTING SERVICES. ALL SHUTDOWNS SHALL BE SAME., THAT OF THE CABINET, PLUMBING, HVAC, ELECTRICAL WORK AND MADE AT SUCH TIME AS WILL NOT INTERFERE WITH REGULAR 65. CEILINGS FOR PAINT SHALL INCLUDE THE GENERAL SURFACE OF THE TELEPHONE COMPANY WHEREVER THEIR RESPECTIVE WORK OPERATIONS OF EXISTING FACILITIES AND ONLY AFTER WRITTEN . WHERE MEMBERS ARE MITRED OR BUTTED THEY SHALL BE JOINED IS CONTIGUOUS. APPROVAL OF THE BUILDING MANAGER. AND SECURED IN A MANNER TO INSURE AGAINST THE JOINT THE CEILING, BREAKS, DRAPERY POCKETS, ETC. SEE NOTE 3 OPENING. ABOVE. 6, THE G.C. SHALL COORDINATE TELEPHONE / SIGNAL CABLE 18. CONTRACTOR SHALL UPDATE EXISTING VALVE CHARTS AND USE INSTALLATION WITH TENANT'S6. PAINT COLORS SHALL BE SPECIFIED BY RWHA AND THE GENERAL s COMMUNICATIONS CONTRACTOR VALVE TAGS TO MATCH THOSE PRESENTLY IN USE. 7. ALL OF THE WORK SHALL BE FABRICATED, ASSEMBLED, FINISHED CONTRACTOR SHALL SUBMIT SAMPLES (12"x 12') FOR APPROVAL PRIOR TO COMPLETION OF CEILING WORK. I AND ERECTED IN THE BEST METHOD KNOWN TO THE CABINET BY RWHA. DOORS SHALL BE DIFFERENT COLOR FROM ADJACENT 19. PROVIDE LEAD OR FIBER SHIELDS BETWEEN HANGERS AND TRADE. SURFACES SHALL BE TRUE, STRAIGHT AND FREE FROM WALLS, UNLESS OTHERWISE NOTED. 7. THE G.C. SHALL PROVIDE CUTOUTS AND OTHER SPECIAL CLAMPS FOR COPPER PLATE. ALL MACHINE AND TOOLS MARKINGS, BRUISES, INDENTATIONS, PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING CHIPS OR ABRASIONS. 7. ALL WALLS AND CEILINGS SHALL BE PROPERLY PREPARED, FIXTURES, REGISTERS, DIFFUSERS AND OTHER INSERTED ITEMS. 20. ALL PIPE HANGERS AND SUPPORTS SHALL BE CONNECTED TO THE BUILDING STRUCTURE. NO CHAIN STRAPS, PERFORATED BARS, 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE SPACKLED, SANDED, ETC. TO PROVIDE A SMOOTH FINISH AND 8. IN GENERAL, WITHIN EACH AREA, THE CEILING WORK 21. SLEEVES ARE TO BE PROVIDED FOR EACH PIPE PASSING EXAMINED THE JOB SITE IN CONJUNCTION WITH THE PROJECT SURFACE. REMOVE EXISTING WALLCOVERING AS REQUIRED TO REQUIREMENTS SHALL BE EXECUTED IN SUCH A MANNER AS TO THROUGH WALLS, PARTITIONS, FLOORS AND SLABS. ALL DOCUMENTS SO AS TO BE SATISFIED AS TO THE CONDITIONS PREPARE WALLS. PROVIDE A CONTINUOUS AND ALIGNING CEILING. THE FINAL PENETRATIONS Of RATED ASSEMBLIES SHALL BE FIRE STOPPED UNDER WHICH THE WORK WILL BE PERFORMED INCLUDING SUCH 8. ALL HARDWARE AND DEVICE COVERS SHALL BE REMOVED PRIOR CEILING INSTALLATION SHALL BE FREE OF ALL VISUAL DEFECTS. PER CODE. MATTERS AS UNLOADING FACILITIES, LOCATIONS AND SIZES OF TO PAINTING AND SHALL BE REINSTALLED AFTER COMPLETION OF ELEVATORS, EQUIPMENT OR FACILITIES NEEDED PRELIMINARY TO WORK. 9. ALL CEILINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH 22. ALL FIXTURES INSTALLED MUST HAVE A SHUTOFF VALVE AND AND DURING THE WORK, AND OTHER CONDITIONS WHICH MAY LOCAL BUILDING CODES AND MANUFACTURERS SPECIFICATIONS. WHERE TWO OR MORE FIXTURES ARE IN THE SAME AREA A VALVE AFFECT THE WORK. 9. ALL PERIPHERAL ENCLOSURES, WOOD SHELVING AND PAINTED G.C. SHALL PROVIDE ALL NECESSARY LATERAL BRACING AS TO CONTROL ALL FIXTURES AS WELL AS A SHUTOFF VALVE AT THE 9. THE CONTRACTOR SHALL MAINTAIN REASONABLE PROTECTION TO DOORS SHALL HAVE SEMI -GLOSS FINISH. ALL BUCKS, WINDOW REQUIRED TO MEET PERTINENT LOCAL BUILDING CODES, RISER SO THAT ANY FIXTURE(S) LINE OR PIECE OF APPARATUS D HIS WORK FROM DAMAGE AND TO PROTECT ENCLOSURES, TRIM AND WOOD SHELVING SHALL BE PAINTED THE SAFEGUAR INCLUDING COMPRESSION STRUTS IF REQUIRED BY CODE. MAY BE CUTOFF FOR REPAIR WITHOUT INTERFERENCE OR TENANT'S PROPERTY FROM INJURY OR LOSS ARISING IN SAME COLOR AS THE WALLS IN WHICH THEY OCCUR UNLESS 10. PROVIDE WOOD AND METAL BRACING AS REQUIRED FOR ALL INTERRUPTION OF THE SERVICE TO THE REST OF THE BUILDING, CONNECTION WITH ALL PROJECT WORK.OTHERWISE NOTED AND SHALL BE IN SEMI -GLOSS FINISH, ALL VALVES SHALL BE DESIGNED FOR REPACKING WHEN WIDEEXCLUDING EXTERIOR CURTAIN WALLS. MILLWORK ITEMS SECURED TO CEILING. OPEN UNDER PRESSURE. (AS PER BUILDING STANDARDS.) 10. THE CONTRACTOR SHALL GUARANTEE THAT ALL MATERIALS AND 10. ALL WALL AND COLUMN SURFACES SHALL BE SANDED, FINISHED M 23. THE CONTRACTOR SHALL COORDINATE PLUMBING WORK WITH WORKMANSHIP SHALL BE OF THE QUALITY SPECIFIED AND SHOWN AND PAINTED AS SPECIFIED. ECHANICAL NOTES THAT OF ALL OTHER TRADES. ANY DEFECT DUE TO IMPROPER WORKMANSHIP OR MATERIALS 1 THE G.C. SHALL PROVIDE ALL HEATING, VENTILATION AND AIR DISCOVERED AND MADE KNOWN WITHIN ONE YEAR FROM THE 11. THE CONTRACTORS SHALL, UPON COMPLETION, REMOVE ALL CONDITIONING WORK AS CALLED FOR AND SPECIFIED BY THE 24. BEFORE BEING COVERED UP OR BUILT-IN ALL PIPING SHALL BE DATE OF SUBSTANTIAL COMPLETION OF THE INSTALLATION SHALL PAINT FROM WHERE IT HAS SPILLED, SPLASHED OR SPLATTERED TESTED AS REQUIRED BY THE AUTHORITIES HAVING BE REPAIRED OR REPLACED WITH REASONABLE PROMPTNESS ON SURFACES, INCLUDING LIGHT FIXTURES, DIFFUSERS AND CONTRACT ENGINEERING DOCUMENTS AND DRAWINGS. JURISDICTION. WITHOUT ADDITIONAL COST TO TENANT. TENANT WILL GIVE REGISTERS, SLAB FITTINGS, ETC. NOTICE OF SUCH OBSERVED DEFECTS WITH REASONABLE 2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD PROMPTNESS. 12. THE CONTRACTOR SHALL USE ALKYD BASE PAINT IN COLORS SUPERVISION OF ALL HVAC WORK DURING INSTALLATION AND SPRINKLER NOTES SELECTED BY RWHA. HE SHALL PROPERLY PREPARE ALL SHALL INSPECT ALL SYSTEMS FOR PROPER OPERATION AT 11. ALL CABINETWORK SHALL COMPLY WITH "PREMIUM GRADE" SURFACES TO RECEIVE ONE (1) PRIME COAT AND ONE (1) FINISH COMPLETION OF THE JOB. I SEE ENGINEERING DRAWINGS FOR LOCATION OF HEADS, BRANCH REQUIREMENTS SPECIFIED IN "ARCHITECTURAL WOODWORK COAT OF PAINT IN COLOR SELECTED BY RWHA UNLESS ANOTHER 3. SHOP DRAWINGS OF DUCTWORK AND REGISTERS INCLUDING PIPING, ETC. AND ALL WORK REQUIRED TO COMPLETE THIS QUALITY STANDARDS AND GUIDE SPECIFICATIONS" AS PREPARED COAT IS REQUIRED FOR COVERAGE OF "COLOR". PROJECT. SUBMIT PLANS TO CHIEF BUILDING ENGINEER AND BY THE ARCHITECTURAL WOODWORK INSTITUTE, DATED 1973. ACCESS PANELS IF REQUIRED SHALL BE SUBMITTED TO RWHA AND OBTAIN HIS REVIEW PRIOR TO COMMENCEMENT OF ANY 13. THE CONTRACTOR SHALL INSTALL WALLCOVERING WHERE ENGINEER FOR APPROVAL PRIOR TO PROCEEDING WITH SPRINKLER WORK. 12. MATERIALS NOT COVERED BY SPECIFICATIONS SHALL BE THE DESIGNATED. WALLCOVERINGS SHALL BE SMOOTH WITH NO FABRICATION AND/OR INSTALLATION OR RELOCATION. BEST OBTAINABLE FOR THE PURPOSE INTENDED. WRINKLES, BUBBLES OR LOOSE EDGES. ALL PASTE AND BRUSH 2. G.C. SHALL COORDINATE AND ARRANGE FOR DRAINING AND MARKS SHALL BE THOROUGHLY REMOVED. WALLCOVERING 13. G.C. WILL SHIM AND LEVEL COUNTERTOPS ABOVE FILES AFTER ADJOINING WOOD OR METAL TRIM SHALL BE CUT STRAIGHT AND 4. AIR CONDITIONING SYSTEM THROUGHOUT ENTIRE SPACE IS TO BE REACTIVATION OF EXISTING SPRINKLER SYSTEMS WITH BUILDING PROPERLY BALNACED AFTER MOVE IN. AIR BALANCE SHALL BE MANAGEMENT, AS REQUIRED. FILES ARE INTALLED BY OTHERS. FILES IN OPERATIONS AREA TO SQUARE. ALL WORKMANSHIP WHICH IS NOT JUDGED TO BE FIRST PERFORMED BY AN INDEPENDENT AIR BALANCE CONTRACTOR BE SHIMMED AND SECURED TO MILLWORK AFTER THEY ARE SET IN QUALITY BY RWHA WILL NOT BE ACCEPTED. G.C. SHALL PREPARE WHO SHALL CERTIFY THAT THE REPORT IS ACCURATE. SUBMIT 2 3. G.C. SHALL BE RESPONSIBLE FOR TEMPORARY FIRE WATCH AND PLACE. G.C. TO LEVEL FLOOR UNDER FILES IN ALL AREAS WHERE ALL SURFACES TO RECEIVE WALLCOVERING. COPIES TO LANDLORD. ALL PROTECTIVE MEASURES REQUIRED BY BUILDING FILES ARE GANGED OR INSTALLED BELOW FIXED CABINETRY. MANAGEMENT WHEN SYSTEM IS MADE INACTIVE TO ACCOMODATE (PLASTIC LAMINATED SHIMMED AS REQUIRED AT FILE CABINET 14. ALL EXISTING LOOSE PAINT SHALL BE REMOVED AND SPACKLED 5. HVAC CONTRACTOR TO REFER TO REFLECTED CEILING AND MS MANAGEMENT SPRINKLER WORK. AREA). OR PLASTER PATCHED. FURNITURE DRAWINGS FOR OCCUPANCY FIGURES AND HEAT PRODUCING EQUIPMENT. 4. G.C. SHALL BE RESPONSIBLE FOR ALL FINAL TESTS AND 14. ALL WOOD TRIM SHALL BE FIRE PROOF PREMIUM GRADE "B"OR 15. EXISTING UNEVENESS IN ALL PARTITIONS SHALL BE SANDED OR 6. INSTALLATION SHALL BE COORDINATED WITH ALL TRADES AS INSPECTIONS OF COMPLETED WORK REQUIRED BY THE BUILDING BETTER, SUITABLE FOR STAINING, AND SHALL BE INSTALLED IN CHIPPED AWAY AND SURFACES PLASTER PATCHED OR SPACKLED REQUIRED FOR PROPER ASSEMBLY, CEILING DIFFUSERS TO BE MANAGEMENT PRIOR TO OCCUPANCY OF SPACE. ACCORDANCE WITH AW SPECIFICATIONS. STAIN SAMPLE TO BE TO INSURE A PERFECTLY EVEN SURFACE. RWHA SHALL APPROVE APPROVED BY RWHA. PRIOR TO THE APPLICATION OF FINISH PAINT COAT. RELOCATED TO MAINTAIN NEW FIXTURE PATERNS IF REQUIRED. 5. ALL SPRINKLER WORK SHALL BE TESTED AND MADE OPERATIONAL PRIOR TO SBS CARPET AND FURNITURE INSTALLATION. G.C. 15. ALL MILLWORK SHALL RECEIVE FINAL FINISH AT THE SHOP OR 7. INTERIOR SPACES SHALL BE MECHANICALLY VENTILATED IN SHALL REPAIR AND REPLACE ALL FINISHES DAMAGED BY FACTORY PRIOR TO DELIVERY. G.C. SHALL PROTECT ALL FINISHED ACCORDANCE WITH THE ADMINISTRATIVE CODE. PLANS SHOWING DEFECTIVE SPRINKLER WORK, AT HIS EXPENSE. AND INSTALLED MILLWORK FROM DAMAGE BY OTHER TRADES. MECHANICAL VENTILLATION SYSTEM WILL BE FILED IN DAMAGED OR DEFECTIVE MILLWORK SHALL BE REPLACED BY THE ACCORDANCE WITH THE RULES OF THE DEPARTMENT OF 6. G.C. SHALL PROPERLY TEST AND INSPECT EXISTING SPRINKLER G.C. AT HIS EXPENSE. BUILDINGS. SYSTEM PRIOR TO COMMENCEMENT OF WORK, AND SHALL NOTIFY LANDLORD AND RWHA IMMEDIATELY IF REPAIR WORK OF EXISTING 16. ALL CASEWORK AND CABINETRY HARDWARE SHALL BE 8, THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL POWER AND SPRINKLER SYSTM IS REQUIRED. CONCEALED TYPE, TO BE PROVIDED AND INSTALLED BY THE G.C. CONTROL WIRING REQUIRED FOR THE HVAC SYSTEM. CABINET HARDWARE SHALL INCLUDE (BUT NOT BE LIMITED TO) ALL 9. ANY BUILDING SHUTDOWNS REQUIRED FOR THIS WORK SHALL BE 7. ALL BURNING, CUTTING, SOLDERING AND WELDING SHALL BE DOOR PULLS, CONCEALED HINGES, MAGNETIC CATCHES AND FELT COORDINATED WITH BUILDING MANAGEMENT PRIOR TO SILENCERS, DRAWER GLIDES AND STOPS AS REQUIRED. REQUIRED IN WRITING BY THE CONTRACTOR AT LEAST 72 HOURS COMMENCEMENT OF WORK. IN ADVANCE OF THE SHUTDOWN. THE CONTRACTOR SHALL 17. COAT CLOSETS SHALL INCLUDE STAIN GRADE PINE OR BIRCH OBTAIN APPROVVAL FROM ALL AUTHORITIES HAVING 8. G.C. SHALL COORDINATE ARRANGEMENTS FOR TEMPORARY WOOD SHELF WITH BANDED EDGE TO MATCH RWHA SAMPLE. JURISDICTION PRIOR TO SHUTDOWN. ANY SHUTDOWN AFFECTING DISCONNECT AND RECONNECT OF FIRE SYSTEMS WITH BUILDING METAL COAT ROD INSTALLED AT 5'-6" A.F.F. THE NORMAL HVAC SERVICE OF OTHER BUILDING OCCUPANTScx MANAGEMENT. SHALL BE DONE ON OVERTIME. 18. ALL STAIN GRADE WOOD CABINETS SHALL INCLUDE CLEAR 10. ALL OUTSIDE LOUVERS SHALL MATCH EXISTING AND SKETCHES 9. G.C. SHALL BE RESPONSIBLE FOR OBTAINING PERMITS AND LACQUERED INTERIOR SHELVES AND FINISHES, AS SHOWN. SHALL BE SUBMITTED TO BUILDING FOR APPROVAL PRIOR TO APPROVALS REQUIRED BY BUILDING INSPECTORS AND FIRE 19. MILLWORK CONTRACTOR TO COORDINATE LOCATION OF INSTALLATION. NO OUTSIDE LOUVER OR DUCTWORK IS TO BE MARSHALL IN CONJUNCTION WITH CHANGES TO EXISTING ELECTRICAL, TELEPHONE AND COMMUNICATIONS OUTLETS AND INSTALLED IN SUCH A MANNER AS TO INTERFERE WITH THE SPRINKLER SYSTEM. INSTALL GROMMETS IN COUNTERTOP SURFACES AS REQUIRED TO CLEANING OF WINDOWS OR REPLACEMENT OF GLASS AND CONCEAL CABLES. WITHOUT BUILDING APPROVAL. z 10, ALL SPRINKLER HEADS (BUILDING STANDARD TYPE) SHALL BE ci INSTALLED IN THE CENTER OF CEILING GRID, ANY DEVIATION TO 20. NO UNBRACED LENGTH OF SHELVING AND/OR COUNTERWORK ui It ALL PERIPHERAL SHUT-OFF VALVES SHALL BE ACCESSIBLE AT ALL THIS NOTE MUST BE REVIEWED WITH RWHA PRIOR TO SHALL EXCEED T-0"WITHOUT ADDITIONAL SUPPORTS AND/OR PROCEEDING WITH WORK. TIMES. BLOCKING. ALL END CONDITIONS SHALL BE PROPERLY BLOCKED AND/OR SUPPORTED. 12. AFTER COMPLETION OF ALL AIR CONDITIONING WORK, THE CONTRACTOR SHALL BALANCE ALL SYSTEMS AND SUBMIT DESIGN 21. ALL PARTITIONS SUPPORTING BUILT-IN MILLWORK SHELVING AND BALANCING FIGURES TO THE BUILDING AFTER APPROVAL FROM OR CABINETWORK SHALL HAVE STUD SPACING OF 12"O.C. THE DESIGN ENGINEER. SEE NOTE 4, ABOVE FOR ADDITIONAL INSTEAD OF,,24 O.C. (TYPICAL). REQUIREMENTS. ------------- - - ----- ------------ ---- -- ROY W. HERSOLD JR. NO. 10 (P -1 RENEWAL- 4TE u�� W LLJ 0 zi Lu z Lu Lu W Z W 0 LLJ 'r > 0 0 W 0 z M Z 0 w Z 0- t� W05 0- uj w w 5W W 4g- (p Z Z < w 0 w-0 U- tti rjos# S03-2004-01 DESIGN RWH JR DRAWN RWH JR DATE 7 SEPTEMBER 2004 scALE NONE SHEET -2 ROY W. HERBOLD. JR. ARCHITECT 2522 AQUASANTA TUSTIN, CA 92782 714.573,1328 VOICE 714.573,1348 FAX A. SITE DEVELOPMENT & ACCESSIBLE ROUTE OF TRAVEL NOTE: Accessible route of travel is defined as a continuous unobstructed path connecting all accessible elements and spaces in an accessible building or facility that can be negotiated by a person with a severe disability using a wheelchair and that is also safe for and usable by persons with other disabilities. Sec. 1102B 1. Site development and grading shall be designed to provide access to all entrances and exterior ground floor exits, and access to normal paths of travel, and where necessary to provide access, shall incorporate pedestrian ramps, curb ramps, etc. Sec. 11278.1 2. When more than one building or facility is located on a site, accessible routes of travel shall be provided between buildings and accessible site facilities. Sec. 11276.1 3. The accessible route of travel shall be the most practical direct route between accessible building entrances, accessible site facilities, and the accessible entrance to the site. Sec. 12278.1 4. At least one accessible route within the boundary of the site shall be provided from public transportation stoops, accessible parking and accessible passenger loading zones, and public streets or sidewalks, to the accessible building entrance they serve. The accessible route shall, to the maximum extent feasible, coincide with the route for the general public. Sec. 1114B.1.2 5. When a building or portion of a building is required to be accessible or adaptable, an accessible route of travel shall be provided to all portions of the building, to accessible building entrances, and between the building and the public way. Sec. 11148.1.2 6. At lease one accessible route shall connect accessible building or facility entrances with all accessible spaces and elements that are on the same site and with all accessible dwelling units within the building or facility. Sec. 111413.1.2 7. An accessible route shall connect at least one accessible entrance of each accessible dwelling unit with those exterior and interior spaces and facilities that serve the accessible dwelling unit. Sec. 1114B.1.2 8. Except within an individual dwelling unit, an accessible route of travel shall not pass through kitchens, storage rooms, restrooms, closets, or other spaces used for similar purposes. Sec. 111413.1.2 9. When more than one route of travel is provided, all routes shall be accessible. Sec. 111413.1.2 w i, 1. Walks and sidewalks shall have a continuous common surface, not interrupted by steps or by abrupt changes in level exceeding 1/4", and shall be a minimum of 48" in width. Sec 1023.1 Fig. 118-27(a) 2. When abrupt changes in level not exceeding 1/4" occur, they shall be beveled with a slope no greater than 1:2, except that level changes not exceeding 1/2" may be vertical. Sec. 1023.4 Fig. 11 B-5E(c) & (d). 3. Abrupt changes in level along any accessible route exceeding?" shall comply with the requirements for curb ramps. Sec. 1023.4 4. When the slope in the direction of travel of any walk exceeds 1 vertical to 20 horizontal it shall comply with the provisions of Section 1007 as a pedestrian ramp. Sec. 1023.3 5. Walk and sidewalk surface cross slopes shall not exceed ?" per foot except when the enforcing agency finds that due to local conditions it creates an unreasonable hardship, the cross slope can be increased to the maximum of ?" per foot for distances not to exceed 20`. Sec. 1023.1.3 6. Walks shall be provided with a level area not less than 60" by 60" at a door or gate that swings toward the walls, and not less than 48" wide by 44" deep at a door or gate that swings away from the walk. Sec. 1023.5 7. Walk shall extend a minimum of 24" to the side of the strike edge of a door or gate that swings toward the walk. Sec. 1023.5 8. All walks with continuous gradients shall have level areas at least 5' in length at intervals of at least every 4 Sec. 1023.6 9. Walk and sidewalk surfaces shall be slip -resistant as follows: Sec. 1023.1 a. Su rfaces with a slope of less than 6% gradient shall be at least as slip - resistant as that described as a medium salted finish. b. Surfaces with a slope of 6% gradient shall be slip - resistant. 10. Walks, sidewalks, and pedestrian ways shall be free of gratings whenever possible. For gratings located in the surface of any of these areas, grid openings in gratings shall be no greater than ?"wide in one direction. If gratings have elongated openings, they shall be placed so that the long dimension is perpendicular to the dominant direction of travel. Sec. 112413.4 & 1023.2 Fig. 11b-713(a) C. RAMPS NOTE: nse ra path o tram! shall lrbe considered a ramp if its slope is greater than 1' Sec. 1007.1 a & 1023.3 1. The maximum slope of a ramp that serves any exit way, provides access for persons with disabilities, or is in the path of travel shall be V rise in 12' horizontal run. Sec. 1007.3a 2. The cross slope of ramp surfaces shall be no greater than 1:50. Sec. 1007.3.1 a 3. The width of ramps shall be as required for stairways and exits. Sec. 1007.2a Fig. 11 B 38 & 39. 4. Pedestrian ramps serving primary entrances to buildings having an occupant load of 300 or more shall have a minimum clear width of 60". Sec. 1007.2.2a 5. Ramps serving Group R occupancies may be 36" clear width when the occupant load is 50 or less. Sec. 1007.2.2a 6. All other pedestrian ramps serving primary entrances shall have a minimum width of 48". Sec. 1007.2.2a 7. Landings shall be provided at the top and bottom of each ramp. Sec. 1007.4.1 a Fig .11 B- 38 & 39. 8. Intermediate landings shall be provided at intervals not exceeding 30" of vertical rise and at each change of direction. Sec. 1007.4.1 a Fig.1113- 38 & 39 9. Top landings shall be not less than 60" wide and shall have a length of not less than 60" in the direction of the ramp run. Sec. 1007.4.1 a Fig 11 B- 38 & 39. 10. Doors in any position shall not reduce the minimum dimension of the ramp landing to less than 42" and shall not reduce the required width by more than 3" when fully open. Sec. 1007.4.4a Fig. 11 B- 38 & 39. 11. The width of the landing shall extend 24" past the strike edge of any door or gate for exterior ramps and 18" past the strike edge for interior ramps. Sec. 1007.4.4a Fig. 11 & 39. 12, At the bottom and intermediate landings, the width shall be least the same as required for the ramp. Sec. 1007.4.5a Fig. 1113- 38 & 39. 13. Intermediate landing at a change of direction in excess of 30 degrees and bottom landings shall have a dimension in the direction of ramp run not less than 72" to accommodate the handrail extension. Sec. 1007.4.6a Fig.1113- 38 & 39. 14. Other intermediate landings shall have a dimension in the direction of ramp run of not less than 60". Sec. 1007.4.7a Fig. 11 B- 38. 15. Ramp landings are not considered in determining the maximum horizontal distance of each ramp. Sec. 1007.4.1a 16. Handrails are required on ramps that provide access if the ramp slope exceeds 1' rise in 20' horizontal run, except at exterior door landings, handrails are not required on ramps less than 6" rise or 72" in length. Sec. 1007.5a.2 17. Handrails shall be placed on each side of each ramp, shall be continuous the full length of the ramp, shall be 34" to 38" above the ramp surface, shall extend a minimum of 1' beyond the top and bottom of the ramp, and the ends shall be returned. Sec. 1007.5a fig. 11B-27 (b) & (c). 18. The grip portion of handrails shall not be less than 1 -1/4" nor more than 1-1/2", or the s hape shall provide an equivalent gripping surface, and all surfaces shall be smooth with no sharp comers. Handrails shall not rotate within their fittings. Sec. 1007.5a Fig. 11 B 36. 19. Handrails projecting from a wall shall have a space of 1-1/2" between the wail and the handrail. (Sec. 1007.5a Fig. 11 b 36. 20. Handrails may be located in a recess if the recess is a maximum of 3" deep and extends at least 18" above the top of the rail. Sec. 1007.5a Fig. 118 36. 21. Any wall or other surface adjacent to handrails shall be free of sharp or abrasive elements. Edges shall have a minimum radius of 1/6' . Sec. 1007.5a Fig. 11 B 36, 22. Where the ramp surface is not bounded by a wall or fence and the ramp exceeds 10"' in length, the ramp shall comply with one of the following requirements: Sec. 1007.10 fig. 11B-27 (b) & (c). a. A guide curb a minimum of 2" in height shall b e provided at each side of the ramp; or b. A wheel guide rail shall be provided, centered 3" =1-1„ above the surface of the ramp. 23. Outdoor ramps and their approaches shall be designed and constructed so that water will not accumulate on walking surfaces. Sec. 1007.3.2a. D. CURB RAMPS Curb Ramps shall be constructed at each comer of street intersections and where a pedestrian way crosses a curb. The preferred and recommended location for curb ramps is in the center of the crosswalk of each street comer. Where it is necessary to locate a curb ramp in the center of the curb return and the street surfaces are marked to identify pedestrian crosswalks, the lower end of the curb ramp shall terminate within such crosswalk areas. Sec. 1127B.5.a Fig. 11 B 19 through 11 B 23. I. (Not used) 2. Curb ramps shall be a minimum of 4` in width and shall lie, generally, in a single sloped plane, with a minimum of surface warping and cross slope. Sec. 11278.5.2 3. The slope of curb ramps shall not exceed 1 vertical to 12 horizontal. Sec. 11278.5.3 4. Maximum slopes of adjoining gutters, road surface immediately adjacent to the curb ramp, or accessible route, shall not exceed 1:20 within 4' of the top and bottom of the curb ramp. The slope of the fanned or flared sides of curb ramps shall not exceed 1 unit vertical to 10 units horizontal, Sec. 112713.5.3 5. A level landing 4' deep shall be provided at the upper end of each curb ramp over its full width to permit safe egress from the ramp surface, or t he slope of the fanned or flared sides of the curb ramp shall not exceed 1 vertical to 12 horizontal. Sec. 11278.5A 6. Transitions from ramps to walks, gutters, or streets shall be flush and free of abrupt changes. Sec. 11278.5.3 7. If diagonal (comer type) curb ramps have returned curbs or other well -defined edges, such edges shall be parallel to the direction of pedestrian flow. The bottom of diagonal curb ramps shall have 48" minimum clear space. If diagonal curb ramps are provided at marked crossings, the 48" clear space shall be within the markings. If diagonal curb ramps have flared sides, they shall also ha ve at feast a 24" long segment of straight curb located on each side of the curb ramp and within the marked crossing. Sec. 11278.5.10 8. The surface of each curb ramp and its flared sides shall be stable, firm, and slip- resistant and shall be of contrasting finish from that of the adjacent sidewalk. Sec. 1127B.5.6 9. All curb ramps shall have a grooved border 12" wide at the level surface of the sidewalk along the top and each side approximately?" on center. All curb ramps constructed between the face of the curb and the street shall have a grooved border at the level surface of the sidewalk. Sec. 112713.5.7 10. A curb ramp shall have a detectable warning that extends the full width and depth of the curb ramp inside the grooved order when the ramp slope is less than 1 vertical to 15 horizontal. detectable warnings shall consist of raised truncated domes with a diameter of nominal 0.9" at the base tapering to 0.45" at the top, a height of nominal 0.2", and a center -to- center spacing of nominal 2.35", in compliance with Figure 11 B 23. "Nominal", as used here, shall be in accordance with Section 12- 31-102, State Referenced Standards Code. The detectable warning shall contrast visually with adjoining surfaces, either light -on -dark or dark -on -light. The material used to provide contrast should be an integral part of the walking surface. The domes may be constructed in a variety of methods, including cost -in -place or stamped, or may be part of a prefabricated surface treatment. Sec. 1127B.5.8. 11. Curb ramps shall be located or protected to prevent their obstruction by parked cars. Sec. 1127B.5.9 E. PARKING 1. Provide disabled parking spaces as required by Table 11 B 7. Sec. 1129B.1 2. At facilities providing medical care and other services for persons with mobility impairments, parking spaces complying with Section 1129B shall be provided in accordance with Table 11 B- 7 except as follows: Sec. 1129B.3 a. Outpatient units and facilities: 10% of the total number of parking spaces provided serving each such outpatient unit or facility; Sec. 1129B.3.1 b. Units and facilities that specialize in treatment or services for persons with mobility impairments: 20% of the total number of parking spaces provide serving each such unit or facility. Sec. 11298.3.2 3. Each lot or parking structure where parking is provided for the public as clients, guest or employees, shall provide accessible parking as required by Section 1129B. Sec. 112913.1 4. Accessible parking spaces serving a particular building shall be located as near as practical to a primary entrance and on the shortest accessible route of travel from adjacent parking to an accessible entrance. Sec. 112913.1 & 112913.4 5. In parking facilities that do not serve a particular building, accessible parking shall be located on the shortest accessible route of travel to an accessible pedestrian entrance of the parking facility. Sec. 112913.1 6. In buildings with multiple accessible entrances with adjacent parking, accessible parking spaces shall be dispersed and located closest to the accessible entrances. Sec. 1129b.1 7. Where single accessible parking spaces are provided, they shall be 14' wide and outlined to provide a 9' parking area and a 5' loading and unloading access aisle on the passenger side of the vehicle. Sec. 11298.4.1 Fig. 1113-1813 8. When one or more than one accessible parking space is provided, in lieu of providing a 14' wide space for each parking space, two spaces can be provided within a 23' wide area lined to provide a 9' parking area on each side of a 5' loading and unloading access aisle in the center. Sec. 112913.4.1 Fig. 11B-18A & C. 9. The minimum length of an accessible parking space shall be 18'. Sec. 1128B.4.1 Fig. 11B-18A, B, & C 10. When less than 5 parking spaces are provided at buildings and facilities subject to these regulations, one shall be 14' wide and lined to provide a 9' parking area and a 5' loading and unloading area. However, there is no requirement that the space be reserved exclusively or identified for use by persons with disabilities only. Sec. 112913.2 11. One in every eight accessible spaces, but not less than one, shall be served by an access aisle 96" wide minimum and shall be designated van accessible. All such spaces may be grouped on one level of a parking structure. Sec. 1129B.4.2 12. Surface slopes of accessible parking spaces shall be the minimum possible and shall not exceed 1 unit vertical to 50 units horizontal in any direction. Sec. 112913A.4 13. All entrances to and vertical clearances within parking structures parking structures shall have a minimum vertical clearance of 8'-2" where required for accessibility to accessible parking spaces. Sec. 2230E 14. In each parking area, a bumper or curb shall be provided and located to .prevent encroachment of cars over the required width of walkways. Sec. 112913.4.3 Fig. 11 B 18A, B & C. 15. Pedestrian ways that are accessible to people with disabilities shall be provided from each such parking space to related facilities, including curb cuts or ramps as needed. Sec. 1129b.4.3 Fig. 11 B-18A, B & C. 16. Ramps shall not encroach into any parking space, with the exception of a transition ramp from a loading/unloading area to an adjacent sidewalk. The transition ramp shalt be a minimum of 48" in width, a maximum of 60" in length, with a maximum slope of 1:12. Sec. 11298.4.3 Fig. 11B-18a, B & C. 17. Accessible parking spaces shall be located so that persons with disabilities are not compelled to wheel or walk behind parked cars other than their own. Sec. 112913.4.3 18. Each parking space reserved for persons with disabilities shall be identified by a reflectorized sign permanently posted immediately adjacent to and visible from each stall or space, consisting of a profile view of a wheelchair with occupant in white or dark blue background. The sign shall not be smaller than 70 square inches in area and when in a path of travel, shall be posted at a minimum height of 80" from the bottom of the sign to the parking space finished grade. Sec. 112913.5 Fig. 11 B-18A, B & C. 19. Signs to identify accessible parking spaces may be centered on the wall at the interior end of the parking space at a minimum height of 36" from the parking space finished grade, ground or sidewalk. Sec. 11298.5 20. Van accessible parking spaces shall have an additional sign stating "Van - accessible" mounted below the symbol of accessibility. Sec. 11298.5 21. An additional sign shall also be posted, in a conspicuous place, at each entrance to off-street parking facilities, or immediately adjacent to and visible from each stall or space. The sign shall be not less than 17" by 22" in size with lettering not less than 1" in height, which clearly and conspicuously states the following: Sec.1112913.5 . a ROY W. HERSOLD JR. RENEWAL TE 2-28.200� lQ ru J � W Z> CO W ,L)tL Z�< 0 W z 0H won �► d- F= w zi-z �c (/) � t- 0 d s a if if S03-2004-01 GN r RWH JR WN RWH JR DATE 7 SEPTEMBER 2004 SCALE NONE SHEET N" R► l! 'ice ARCHITECT 2522 AQUASANTA TUSTIN, CA 92782 714.573.1328 VOICE 714,573,1348 FAX E. PARKING (continued) "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or license plates issued for persons with disabilities may be towed away at owner's expense. Towed vehicles may be reclaimed at or by telephoning " 22. The surface of each accessible parking space or stall shall have a surface identification duplicating either of the following schemes: a. By outlining or painting the stall or space in blue and out lining on the ground in the stall or space in white or suitable contrasting color a profile view depicting a wheelchair with occupant, or b. By outlining the profile view of a wheelchair with occupant in white on blue background. The profile view shall be located so that it is visible to a traffic enforcement officer when a vehicle is property parked in the spaces and shall be 36" high by 36" wide. F. PASSENGER DROP {OFF AND LOADING ZONE 1. When provided, passenger drop-off loading zones shall be located on an accessible route of travel. Sec. 1131B.1 2. Where provided, one passenger drop-off and loading zone shall provide an access aisle at least 60" wide and 20' long adjacent and Para llet to the vehicle pull-up space. Such zones shall be located on a surface with a slope not exceeding 1 vertical in 50 horizontal. If there are curbs between the access aisle and the vehicle pull-up space, then a curb ramp shall be provided. Sec. 1131B.2.1 Fig. 11B-24 3. Provide minimum vertical clearance of 9-6" at accessible passenger loading zones and along at least one vehicle access route to such areas from site entrances and exits. Sec. 1131 B.2.2 4. Valet parking facilities shall provide a passenger loading zone and shall be located on an accessible route to the entrance of the facility. The parking space requirements of Section 1129B apply to facilities with valet parking. Sec. 1131 B.3 5. Where occurs, provide bus stop pads 96" long (measured perpendicular to curb or road edge) and 60" wide (measured parallel to curb or road edge) to the maximum extent allowed by legal or site constraints. Bus stop pads shall connect to an accessible route. Newly constructed bus stop pad must provide a quare curb surface between the pad and the road or other detectable warning. Bus stop pads shall be at the same slope as the roadway in the directionparallel to the roadway and a maximum 2% slope perpendicular to the roadway. Sec. 1131 B.4 6. Where occurs, provide bus stop shelters installed so as to permit a wheelchair user to enter the shelter and access a clear floor area of 30" by 48", completely within the shelter. Bus stop shelters shall connect to an accessible route and to bus stop pads. Sec 1131B.4 1. Pedestrian ramps on pedestrian grade separations shall comply with the requirements of Section 1007 for ramps. Sec. 11288 2. Where pedestrian grade separations cross streets or other vehicular traffic ways, and where a street level crossing can reasonably and safely be used by persons with disabilities, there shall be provided conforming curb ramps and a usable pathway. Sec. 1128B 3. Cross slopes of walking surfaces shall be the minimum possible and shall not exceed '/" per foot. The slope of any appreciably warped walking surface shall not exceed 1 vertical in 12 horizontal in any direction. Sec. 1128B H. ENTRANCES & EXITS NOTE: 1. Exits in excess of those required by Section 1114B.2.1 and which are more than 24" above grade are more than 24" above grade are not required to be accessible. Such doors shall have signs warning that they are not accessible. Warning signs shall comply with Section 11178.5. Sec.1001.9.1 Exc.2 2. For the purposes of Title 24, the use of the term "exit door" applies to all doors that provide access, that is, entrances, passage doors, etc. 1. All entrances and all exterior ground floor exit doors to buildings and facilities shall be made accessible to persons with disabilities. Sec. 1114B.1.3 & 1001.9.1 2. Revolving doors shall not be used as a required entrance for persons with disabilities. Sec. 1004.6.4 3. During periods of partial or restricted use of a building or facility, the entrances used for primary access shall be accessible to and usable by persons with disabilities. Sec. 1001.9.2 4. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Sec. 1004.3 5. Manually operated edge or surface mounted flush bolts and surface bob are prohibited. When exit doors are used in pairs and approved automatic flush bolts are used, the door leaf having the automatic flush bolts shall have no doorknob or surface mounted hardware. The unlatching of any leaf shall not require more than one operation. Sec. 1004.3 6. Latching and locking doors that are hand activated and which are in a path of travel shall be operable with a single effort by a lever type hardware panic bars, push pull activating tears, or other hardware designed to provide passage without requi ring the ability to grasp the opening hardware. Locked exits doors shalt operate as above in egress direction. 7. Doors to individual hotel or motel units shall operate similarly to above, except that when bott and unlatching operation is key operated from corridor or exterior side of unit door, large bow keys 2" (full bow) or 1-1 /4" (half bow) shall be provided in lieu of lever type hardware on the corridor side. Separate deadlock activation on room side of corridor doors in hotels or motels shall have lever handle or large thumb turn in an easily reached location. Sec. 1004.14 8. Hand activated door openings hardware shall be centered between 30" and 44" above the floor. Sec. 1004.14 9. Every doorway which is located within an accessible path of tr avel shall be of a size as to permit the installation of a door not less than 3' in width and not less than 6,-8" in height. When installed exit doors shall be capable of opening so that the clear width of the exit is not less than 32", measured between t he face of the door and the opposite stop. Sec. 1115B.4.1 & 1001.9.1 a Fig. 11 B 5B & 11 B 33 10. Where a pair of doors is utilized, at least one of the doors shall provide a clear, unobstructed opening width of 32" with the leaf positioned at an angle of 90 degrees from the closed position. Sec. 1001.9.1 a, 1004.6.2 11. When an automatic door operator is utilized to operate a pair of doors, at least one of the doors shall provide a clear, unobstructed opening width of 32" with the door positioned at an an gle of 90 degrees from its closed position. Sec. 1001.9.1 a, 1004.6.3 12. For hinged doors, the opening width shall be measured with the door positioned at an angle of 90 degrees from its closed position. Sec. 1001.9.1 a, 1004.6.1 Fig. 11 B- 33 (a) 13. Minimum maneuvering clearances at doors shall be as shown in Figure 11B- 26. The floor or ground area within the required clearances shall be level and clear. Sec 1004.9.2.1.1 a 14. There shall be a level and clear floor landing on each side of a door. The level area shall have a length opposite the direction of door swing of 48" as measured at right angles to the plans of the door in the closed position. Sec. 1115B.4.2 & 1004.9.2.2a Fig. 11 B 26 15. The width of the level area on the side to which the door swings shall extend a minimum of 24" past the strike edge of the door for exterior doors and a minimum of 18" past the strike edge for interior doors. Sec. 111513.4.2 & 1004.9.2.2a Fig 11 B 26. 16. The floor or landing shall be not more than lower than the threshold of the doorway. Sec. 1004.9.1 a Fig. 11 B- 32 17. The space between two consecutive door openings in a vestibule serving other than a required exit stairway, shall provide a minimum of 48" of clear space from any door opening into such vestibule when the door is positioned at an angle of 90 degrees from its closed position. Doors in a series shall swing either in the same direction away from the space between the doors. See Figures 11 B 30 & 31 for design alternatives. Sec. 10049.2 18. The bottom 10" of all doors except automatic and sliding shall have a smooth, uninterrupted surface to allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Where narrow frame doors are used, a 10" high smooth panel shall be installed on the push side of the door, which will allow the door to be opened by a wheelchair footrest without creating a trap or hazardous condition. Sec. 1004.15 Fig. 11 B 29 19. Recessed doormats shall be adequately anchored to prevent interference with wheelchair traffic. Sec. 1001.9.2 Fig. 11 B 29 20. Maximum effort to operate doors shall not exceed 8-1/2 pounds for exterior doors and 5 pounds for interior doors, such pull or push effort being applied at right angles to hinged doors and at the center plane of sliding or folding doors. Compensating devices or automatic door operators may be utilized to meet the above standards. When fire doors are required, the maximum effort to operate the door may be increased to the maximum allowable by the appropriate administrative authority, not to exceed 15 pounds. Sec. 1004.13 21. Where turnstiles and crowd control barriers are utilized in a facility for the purpose of providing fully controlled access, such as where an admission price is charged, a door or gate that is accessible to persons with disabilities shall be provided adjacent to each turnstile exit or entrance. This alternate passageway shalt be maintained in an unlocked condition during business hours and the door or gate shall not activate a publicly audible alarm system. The door or gate may be latched where all gates are restricted and controlled by an attendant and a sign is posted stating "All gates are restricted and controlled by an attendant." The accessible door or gate shall provide the same use pattern. Where posts, rolls, or other pedestrian controls are utilized to create crowd control aisles or lanes, a minimum of one lane shall be accessible and shall provide a minimum aisle width not less than indicated in Figure 11 B- 5E (a) and (b) with 32" of clear opening. Sec. 1004.8.1.2 1. EGRESS & AREAS FOR EVACUATION ASSISTANCE Note: Areas of evacuation assistance are not required in buildings or facilities having a supervised automatic sprinkler system. Sec 1114B.2.1 Exc. 2 In alterations of existing buildings, areas of evacuation assistance are not required. Sec. 11 14B.2.1 Exc.2 1. In buildings or portions of buildings required to be accessible, accessible means of egress shall be provided in the same manner as required for exits by Chapter 10. Sec. 1114B.2.1 2. When an exit required by Chapter 10 is not accessible, an area for evacuation assistance shall be provided and shall adjoin an accessible route of travel. Sec. 1114B.2.1 3. An area for evacuation assistance shall be one of the following: Sec. 1114B.2.2.1 a. A portion of a stairway landing within a smoke -proof enclosure, complying with Section 1009. Sec. 111482.2.1.1 b. A portion of an exterior exit balcony located immediately adjacent to an exit stairway when the exterior exit balcony complies with Section 1005. Openings to the exterior of the building located with 20" of the area for evacuation assistance shall be protected with fire assemblies having a ? hour fire protection rating. Sec. 11148.2.2.1.2 c. A portion of a one -hour fire -resistive corridor complying with Sections 1005.7 & 1005.8 located immediately adjacent to an exit enclosure. Sec. 1114132.2.1.3 d. A vestibule located immediately adjacent to an exit enclosure and constructed to the same fire- resistive standards as required by Sections 1005.7 and 1055.18 Section 1114B.2.2.1.4 e. A portion of a stairway landing within an exit enclosure which is vented to the exterior and is separated from the interior of the building by not less than one -hour- fire -resistive door assemblies. Sec. 1114B.2.2.1.5 f. When approved by the Building Official, an area or room which is separated from other portions of the building by a smoke barrier. Smoke barriers shall have a Hire -resistive rating of not less than one hour and shall completely enclose the area or room. Doors in the smoke barrier shall be tight -fitting smoke and draft- assemblies having a fire -protection rating of not less than 20 minutes and shall be self -closing or automatic closing. The area or room shall be provided with an exit directly to an exit enclosure. When the room or area exits into an exit enclosure which is required to be of more than one -hour fire -resistive construction, the room or area shall have the same fire resistive construction, including the same opening protection, as required for the adjacent exit enclosure. Sec. 1114132.2.1.6 g. An elevator lobby complying with Section 1114B.2.4 Sec. 1114B.2.2.1.7 4. Each area for evacuation assistance shall provide at least two accessible areas that are not less than 30" by 48". The area for evacuation assistance shall not encroach on any required exit width. The total number of such 30" by 48" areas per story shall not be less than one for every 200 persons of calculated occupant load served by the area for evacuation assistance. Sec. 1114B.2.2.2 5. Each stairway adjacent to an area for evacuation assistance shall have a minimum clear width of 48" between handrails. Sec. 1114B.2.2.3 6. A method of two-way communication with both visible and audible communication shall be provided between each area of evacuation assistance and the primary entry. A button in the area of rescue assistance shall activate both a light in the area of rescue assistance indicating that rescue has been requested, and a light at the primary entry indicating that rescue is being requested. A button at the primary entry shall activate both a light at the primary entry and a light in the area of rescue assistance indicating that the request has been received. Sec. 1114B.2.2.4 7. A telephone with controlled access to a public telephone system or another method of two-way communication shall be provided between each area of refuge and the primary building entry. The fire department may approve a location other than the primary entry. Sec. 1114B.2.2.4 8. Each area for evacuation assistance shall be identified by a sign that states AREA FOR EVACUATION ASSISTANCE and the International Symbol of Accessibility. T he sign shall be illuminated when exit sign illumination is required. In each area for evacuation assistance, instructions on the use of the area under emergency conditions shall be posted adjoining the two-way communication system. Sec. 1114B.2.2.5 9. Within a building of any height or occupancy constructed in accordance with the requirements of Section 403.1 through 403.10, an area for evacuation assistance may be located in the elevator lobby (high -rise alternative) when: Sec. 1114B.2.4 a. the area for evacuation assistance complies with the requirements for size, two-way communication, and identification as specified in Section 1114B.2.2.4; and b. Elevator shafts and adjacent lobbies are pressurized as required for smoke -proof enclosures in Section 1009. Such pressurization system shall be activated by smoke detectors on each floor located in a manner approved by the building official. Pressurization equipment and its ductwork within the building shall be separated from other portion of the building by a minimum tow fiour- ire - resistive construction. J. STAIRWAYS 1. Stairways shall have handrails on each side, and every stairway required to be more than 88" in width shall be provided with not less than one intermediate handrail for each 88" of required width. Intermediate handrails shall be spaced approximately equally across the entire width of the stairway. Sec. 1006.9.1 a 2. Handrails shall be 34" to 38" above the noising of the treads. Sec. 1006.9.2.1 a Fig. 11 B-35 3. Handrails shall extend a minimum of 12" beyond the top nosing and 12" plus the thread width beyond the bottom nosing. Sec. 1006.9.2.2a Fig. 11 B 35 & 37 4. Where the extension of the handrail in the direction of the stair run would create a hazard, the terminatio n of the extension shall be made either rounded or returned smoothly to the floor, wall, or post. Where the stairs are continuous from landing to landing, the inner rail shall be continuous and, need not extend out into the landing. Sec. 1006.9.2.4a Fig. 11 B 37 5. Ends shall be returned or terminated in newel posts or safety terminals. Sec. 1006.9.2.3a Fig. 11 B 35 & 37 6. The handgrip portionof the handrails shall not be less than 1-1/4" nor more than 1-1/2" in cross sectional nominal dimension or the shape shall provide an equivalent gripping surface. The handgrp portion of handrails shall have a smooth surface with no sharp comers. Gripping surfaces (top and sides) shall be uninterrupted by newel posts, other construction elements, or obstructions. Any wall or other surface adjacent to the handrail shall be free of sharp or abrasive elements. Edges shall have a minimum radius of 1/8". Sec. 1006.9.3.6a.1 Fig. 11 B -36 7. Handrails projecting from a wall shall have a space of 1-1/2" between the wall and the handrail. Handrails may be located in a recess if the recess is a maximum of T deep and extends at least 18" above the top of the rail. Handrails shall not rotate within their fittings. Sec. 1006.9.2.5a.1 fig. 11 B- 36 8. The upper approach and the lower tread of each stair shall be marked by a strip of clearly contrasting color at least 2" wide and placed parallel to and not more than 1" from the nose of the step or landing to alert the visually impaired. The strip shall be of material that i s at least as slip resistant as the other treads of the stair. Sec. 1006.16.1 Fig. 11 B- 35 9. Where stairways occur outside a building, the upper approach and all treads shall be marked by a strip of clearly contrasting. color at least 2" wide and placed parallel to and not more than 1" from the nose of the stop or landing to alert the visually impaired. The strip shall be of material that is at least as slip resistant as the other treads of the stair. A painted strip shall be acceptable. Sec. 1006.16.1 Fig. 11 B- 35 10. All tread surfaces shall be slip -resistant. Weather exposed stairs and their approaches shall be designed so that water will not accumulate on walking surfaces. Treads shall have smooth, rounded, or chamfered exposed edges and no abrupt edges at the nosing dower front edge). Sec. 1006.16.2.1 b & 1006.16.2.1.1 Fig. 11 B- 35 11. The nosing shall not project more than 1 -1/2" past the face of the riser below. Sec. 1006.16.2.2 Fig. 11B-35 12. Open risers are not permitted. On any given flight of stairs, all steps shall have uniform riser height and uniform tread widths consistent with Section 1006.3. Stair treads shall be no less than 11" deep, measured from riser to riser. Risers shall be sloped or the underside of the nosing shall have an angle not less than 60 degrees from the horizontal. Sec. 1006.16.3b Fig. 11 B -35 13. Approved stairway identification signs shall be located at each floor level in all enclosed stairways in buildings four or more stories in height, two or more stories in height for DSA/Ac requirements. The sign shall identify the stairway, indicate whether there is roof access, the floor level, and the upper and lower terminus of the stairway. The in formation shall be presented using raised Arabic numerals and raised Braille symbols which conform to Section 1117B.5.2. The sign shall be located approximately 5' above the floor landing in a position which is readily visible when the door is in the open or closed position or as required by DSC/AC The sign shall be located approximately 5' above the floor landing immediately adjacent to the door on the strike side. Signs shall comply with the requirements of UBC Std. No. 10 -2. Sec. 1006.16 �,. RDY W JR. :,A ella73 „ RENEWA DATE 2-28- 5 QF cAL�f°� a } 11W Q 2 W 00 UO v �W� IW 05 0- w ur ZW QZ Cr UO ILL 0 4 X* # S03-2004.01 DEsiGN RWH JR DRAWN RWH JR DATE 7 SEPTEMBER 2004 SCALE NONE SHEET N-4 ]ow 2522 AQUASANTA TUSTIN, CA 92782 714. 573.1328 VOICE 714.573.1348 FAX NOTE: For the purposes of title 24, the term corridor shall include exterior exit balconies and any covered or enclosed exit passageway, including walkways, tunnels and malls. Partitions, rails, counters, and other similar space di eiders not over 5=9" in height above the floor shall not be construed to form corridors. Sec. 1005.1 1. Every corridor serving an occupant load of 10 or more shall not be less than 44" to width. Sec. 1005.2.1 a 2. Corridors serving an occupant load of less than 10 shall not be less than 36" in width. Sec. 1005.2.1 a 3. Corridors that are located on an accessible route and exceed 200' in length shall have a minimum clear width of 60". If an accessible route has less than 60" clear width, then passing spaces at least 60" by 60" shall be located at reasonable intervals not to exceed 200'. A T-intersection of two corridors or walks is an acceptable passing place. Sec. 1005.2.2a Fig. 11 B- 34 4. Circulation aisles and pedestrian ways shall be sized according to functional requirements and in no case shall be less than 36" in clear width. Sec. 1105B.3.6.1 & 111013.2.1 L. FLOORS AND LEVELS NOTE: Level area is defined as "a specified surface that does not have a slope in any direction Exceeding % inch in one foot from the horizontal (2.083% gradients. Sec. 213.1(c) 1. In buildings and facilities, floors of a given story shall be a common level throughout, or shall be connected by pedestrian ramps, passenger elevators, or special access lifts. Sec. 11208.1 2. Ground floor surfaces along accessible routes and in accessible rooms and spaces, including floors, walks, ramps, stairs, and curb ramps, shall be stable, firm, and slip -resistant. Sec. 112413.1 & 1120B.2 3. Changes in level up to W may be vertical and without edge treatment. Sec. 11248.2 & Fig. 11 B- 5E (c) 4. Changes in level between Wand 1/2" shall be accomplished by means of a ramp no steeper than 1 vertical to 2 horizontal. Sec. 112413.2 & Fig. 11 B- 5E (d) 5. If carpet or carpet file is used on ground or floor surface, it shall be securely attached; have a firm cushion, pad or backing or no cushion or pad; and have a level loop, textured loop, level cut pile, or level cuttuncut pile texture. The maximum pile height shall be'/z". Exposed edges of carpet shall be fastened to floor surfaces and have trip along the entire length of the exposed edge. Carpet edge trim shall comply with Section 1124B.2. Sec. 112413.3 & Fig. 11B-7B O. SANITARY FACILITIES (GENERAL) 1. Sanitary facilities that serve buildings, facilities or portions of buildings or facilities that are required to be accessible to persons with disabilities are required to be accessible. Sec. 1115B.1 2. Where separate facilities are provided for non -disabled persons of each sex, separate facilities shall be provided for persons with disabilities of each sex also. Where unisex facilities are provided for person without disabilities, at least one unisex facility shall be provided for persons with disabilities within close proximity to the non -accessible facility. Sec. 111513.2 3. Where facilities are to be used solely by small children, the specific heights may be adjusted to meet their accessibility needs. See Table 158 - 51 for suggested mounting heights. Sec. 1115.3 4. Doorways leading to men's sanitary facilities shall be identified by an equilateral triangle'/" thick with edges 12" long and a vertex pointing upward. Women's sanitary facilities shall be identified by a circle %" thick and 12" in diameter. Sec. 1115B.5 5. Unisex sanitary facilities shall be identified by a circle %" thick, 12" in diameter, with a W thick triangle superimposed on the circle and within the 12" diameter. Sec. 1115B.5 6. Geometric (circle & triangle) symbols on sanitary facility doors shall be centered on the door at a height of 60" and their color and contrast shall be distinctly different from the color and contrast of the door. Sec. 1115B.5 NOTE: See also Section 11713.5.9 for additional signage requirements applicable to sanitary facilities. P. SINGLE ACCOMODATION SANITARY FACILITIES NOTE: Single accommodation sanitary facility is defined as "a room that has not more than one Of each type of sanitary fixture, is intended for u se by only one person at a time, has no Partition around the toilet, and has a door that can be locked on the inside by the room occupant." Sec. 220.12 1. There shall be sufficient space in the toilet room for a wheelchair measuring 30" wide by 48" long to enter the room and permit the door to close. Sec. 1115B .7.2 2. There shall be in the room a clear floor space of at least 60" in diameter, or a T-shaped space complying with Figures 11B-12(a) or (b). No door shall encroach into this space for more th an 12" except for the panel door to any water closet compartment if there is one. Sec. 1115B.7.2 Fig. 11B-1A 3. The water closet shall be located in a space which provides a minimum of 28" wide clear space from a fixture or a minimum 32" wide clear space from a wall at one side. The other side shall provide 18" from the centerline of the water closet to the wall. A minimum 48" clear space shall be provided in front of the water closet. Sec. 1115B.7.2 Fig. 11 B 1 A 4. All doors, fixtures and controls shall be on an accessible route with a minimum clear width of 36" except at doors. If a person in a wheelchair must make a turn round an obstruction, the minimum clear width of the accessible route shall be as shown in Figure 11 B- 5E. Q. MULTIPLE ACCOMMODATION SANITARY FACILITIES NOTE: Multiple accommodation sanitary facility is defined as "a room that has more than one sanitary fixture, is intended for the use of more than one person at a time, and which usually is provided with privacy compartments or screens shielding some fixtures from view." Sec. 214.13 1. A clear space measured from the floor to a height of 27" above the floor, within the sanitary facility room, of sufficient size to inscribe a circle with a diameter not less than 60" or a clear spac a 56" by 63" in size, shall be provided for wheelchair maneuvering. Doors other than the door to the accessible toilet compartment in any position may encroach into this space by not more than 12". Sec. 1115B.7.1.1 Fig. 11 B 1 B 2. Doors shall not swing into the floor space required for any fixture. Sec. 1115B.7.1 3. A water closet fixture located in a compartment shall provide a minimum 28" wide clear space from a fixture or a minimum 32" wide clear space from a wall at one side of the water closet. The other side of the water closet shall provide 18" from the centerline of the water closet to the wall. Grab bars shall not project more than 3" into these clear spaces. Sec. 1115B.7.1.2 Fig. 11 B -1 B 4. A minimum 48" long clear space shall be provided in front of the water closet if the compartment has an end -opening door (facing the water closet) and a minimum 60" long clear space shall be provided in front of the water closet if the compartment has a door located at the side. Grab bars shall not project more than 3" into these clear spaces. Sec. 1115B.7.1.2 Fig. 11 B 1 A& B 5. Water closet compartments shall be equipped with a door that has an automatic -closing device, and shall have a clear, unobstructed opening width of 32" when located at the end and 34" when located at the side with the door positioned at an angle of 90 degrees from its closed position. Sec. 11158.7.1.3 Fig. 11 B 1 A & B 6. When standard compartment doors are used, with a minimum 9" clearance for footrests underneath and a self -closing device, clearance at the strike edge as specified in Section 1004.9.2.2 is not required. Sec. 1115B.7.1.3 7. The inside and outside of the compartment door shall be equipped with a loop or U-shaped handle immediately below the latch. The latch shall be flip -over style, sliding, or other hardware not requiring the user to grasp or twist. Sec. 1115B.7.1.3 8. Except for door opening widths and door swings, a clear, unobstructed access not less than 44" shall be provided to water closet compartments designed for use by persons with disabilities ad the space immediately in front of a water closet compartment shall be not less than 48" as measured at a right angle to compartment door in its closed position. Sec. 1115B.7.1.3 Fig. 11B-1B 9. Where six or more stalls are provided within a multiple accommodation toilet room, in addition to the standard accessible stall required above, at least one additional stall has be provided with a width of 36" with an outward swinging se If - closing door and parallel grab bars complying with Sections 11158.8.2 through 11158.8.4. Sec. 1115B .7.1.4 R. SANITARY FACILITY FIXTURES & ACCESSORIES 1. The height of accessible water closets shall be a minimum of 17" and a maximum of 19" measured to the top of a maximum 2" high toilet seat, except that 3" seats shall be permitted only in alterations where the existing fixture is less than 15" high. Sec. 1502 2. A clear floor space 30" by 48" shall be provided in front of a lavatory to allow a forward approach. Such clear floor space shall adjoin or overlap an accessible route and shall extend into knee and toe space underneath the lavatory. Sec. 11158.9.1.1 Fig. 11 B -1 B 3. Lavatories, when located adjacent to a sidewall or partition shall be a minimum of 18" to the centerline of the fixture. Sec. 1504.1 Fig. 11 B-1 A 4. All lavatories that are designated to be accessible shall be mounted with the rim or counter edge no higher than 34" above the finished floor and with a vertical clearance measured from the bottom of the apron or outside bottom edge of the lavatory of 29", reducing to 27" at a point located 8" back from the front edge. Knee clearance below the lavatory shall extend a minimum of 30" in the width by 17" in depth. Toe Clearance shall be the same width and shall be a minimum of 9" high from the floor and a minimum of 17' deep from the front of the lavatory. Sec. 1504.1 5. Hot water and drain pipes accessible under lavatories shall be insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories. Sec. 1504.2 6. Where urinals are provided, at least one shall have a clear floor space by 30" by 48" in front of the urinal to allow forward approach. Sec. 1115B.9.4 7. Urinals shall be floor mounted or wall hung. Where one or more wall hung urinals are provided at least one with a rim projecting a minimum of 14" from the wall and at a maximum of 17" above the floor shall be provided. Sec. 1503.1 8. Controls for water closet flush valves shall be mounted on the wide side of toilet areas. Sec. 1502 9. Water closet and urinal flush valve controls, faucet, and operating mechanism controls shall be operable with one hand. They shall not require tight grasping, pinching, or twisting of the wrist and shall be mounted no more than 44" above the floor. Sec. 1502, 1503.2 & 1504.3 10. The force required to activate water closet and urinal flush valve controls, and faucet and operating mechanism controls shall be no greater than 5 lbf. Electronic or automatic flushing controls are acceptable and preferable. Sec. 1502, 1503.2 & 1504.3 11. Self -closing faucet control valves are allowed if the faucet remains open for at lest 10 seconds. Sec. 1504.3 12. Mirrors shall be mounted with the bottom edge no higher than 40" from the floor. Sec. 1115B.9.1.2 13. Where towel, sanitary napkins, waste receptacles, and other similar dispensing and disposal fixtures are provided, at least one of each type shall be located with all operable parts, including coin slots, within 40" from the finish floor. Sec. 11158.9.2 14. Toilet tissue dispensers shall be located on the wall within 12" of the front edge of the toilet seat and no lower than 19" from the floor. Dispensers that control delivery or that do not permit continuous paper flow shall not be used. Sec. 115B.9.3 Fig. 11 B -1A 15. Toilet room floors shall have a smooth, hard, non -absorbent surface such as Portland cement, concrete, ceramic the or other approved material which extends upward onto the walls at least .5". Walls within water closet compartments and walls within 24" of the front and sides of urinals shall be similarly finished to a height of 48" and, except for structural elements, the materials used in such walls shall be a type that is not adversely affected by moisture. Sec. 111513.9.5 S. GRAB BARS 1. Grab bars shall be located on each side, or on one side and the back of the accessible toilet stall or compartment. Sec. 1115B.8.1 Fig. 11 B -1 A, B, & C 2. Grab bars at the side shall be at least 42" long with the front end positioned 24" in front of the water closet stool and with the back end positioned no more than 12" from the rear wall. Grab bars at the back shall not be less than 36" long. Sec. 111513.8.1 Fig. 11 B -1 A, B, & C 3. Grab bars shall be securely attached 33" above and parallel to the floor, except that where a tank type toilet is used which obstructs placement at 33", the grab bar may be as high as 36". Sec. 1115B.8.1 Fig. 11B-1A 4. The diameter or width of the gripping surfaces of a grab bar shall be 1 -114" to 1-112" or the shape shall provide an equivalent gripping surface. If grab bars are mounted adjacent to a wall, the space between the wall and the grab bars shall be 1-112". Sec. 111513.8.2 Fig. 11 B -1 C 5. The structural strength of grab bars, tub and shower seats, fasteners, and mounting devices shall meet the following specifications. Sec. 111513.8.3 a. Bending stress in a grab bar or seat induced by the maximum bending moment from the application of a 250-lb point load shall be less than the allowable stress for the material of the grab bar or seat. Sec. 1115B.8.3.1 b. Shear stress induced in a grab bar or seat by the application of a 250 -lb point load shall be less than the allowable shear stress of the material of the grab bar or seat, and its mounting bracket or other support is considered to be fully restrained, then direct and torsional shear stresses shall not exceed the allowable shear stress. Sec. 1115B.8.3.2 c. Shear force induced in fastener or mounting devices from the application of a 250-lb point load shall be less than the allowable lateral load of either the fastener or mounting device or the supporting structure, whichever has the smaller allowable load. Sec. 1115B.8.3.3 d. Tensile force induced in a fastener by a direct tension force of a 250-1b point load, plus the maximum moment from the application of a 250 4b point load, shall be less than the allowable withdrawal load between the fastener and supporting structure. Sec. 1115B.8-3.4 e. Grab bars shall not rotate within their fittings. Sec. 1115B.8.3.5 6. A grab bar and any wall or other surface adjacent to it shall be free of any sharp or abrasive elements. Edges shall have a minimum radius of 1/8". Sec. 111513.8.4 T. DRINKING FOUNTAINS 1. In new construction, where only one drinking fountain area is provided on a floor, there shall be a drinking fountain which is accessible to individuals who use wheelchairs in accordance with Plumbing code 1507 and one accessible to those who have difficulty bending or stooping. This can be accommodated by the use of a hi4ow fountain or by such other means as would achieve the required accessibility for each group on each floor. Sec. 11171.1 2. Drinking fountains shall be located completely within alcoves or otherwise positioned so as not to encroach into pedestrian ways. The alcove in which the water fountain is located shall be not less than 32" in width and 18" in depth. Sec. 1117B.1.2 Fig 11 B 3 3. Drinking fountains shall be a minimum of 28" in depth and there shall be a dear and unobstructed knee space under the drinking fountain not less than 27" in height and 8" in depth, the depth measurement being taken from the front edge of the fountain. Sec. 1507.1 Fig. 11 B- 3 4. There shall be toe clearance of 9" In height above t he floor, and 17" in depth from the front edge of the fountain. Sec. 1507.1 5. A side approach drinking fountain is not acceptable. Sec. 1507.1 6. The drinking fountain bubbler shall be activated by a manually operated system not requiring a force grater than 5 lbf., that is located within 6" of the front edge of the fountain or an electronically controlled device (preferably). Sec. 1507.2.1 Fig. 11 B 3 7. The bubbler outlet orifice shall be located within 6" of the front edge of the drinking fountain and within 36" of the floor. The water stream from the bubbler shall be substantially parallel to the front edge of the drinking fountain. Sec. 1507.2.1 Fig. 11B-3 U. PUBLIC TELEPHONES 1. If public telephones are provided, they shall be made accessible to the extent required by the Table in Section 1117B. Sec. 11713.2.1 2. A clear floor or ground space at least 30" by 48" that allows either a forward or parallel approach by a person using a wheelchair shall be provided at telephones. Sec. 111713.2.2 F ig. 11 B- 4 3. Bases, enclosures and fixed seats shall not impede approaches to telephones by people who use wheelchairs. Sec 1117B.2.5 4. The highest operable part of the telephone shall be within 48" of the floor If forward approached and 54" if side approached. Sec. 1117B.2.6 Fig. 11B-4 5. Telephones mounted diagonally in a comer that require wheelchair users to reach diagonally shall have the highest operable part no higher than 54" above the floor. Sec. 1117B.2.6 Fig. 11B-4 6. The cord from the t3lephone to the handset shall be at least 29" long. Sec. 111713.2.11 7. Telephones shall have push-button controls where service for such equipment is available. Sec. 1117B.2.10 8. If telephone enclosures are provide, they shall comply with the followi ng: Sec. 1117B .2.7 AR Clio RENEWAL AT cA b3 Ce Ce 4 3 9 W OLJJ 00 U Cr < ZU O w CL W 0 5 _J Cr- r-- 't3 }- w Zw ZZ U. a d� cos a S03-2004-01 oEssr-N RWH JR oR.AwN RWH JR DATE 7 SEPTEMBER 2004 scALE NONE SHEET N-5 ROY W. HERBOLD. OLD . JR. ARCHITECT 2522 AQUASANTA TUSTIN, CA 92782 714.573.1328 VOICE 714,573,1348 FAX F-,j1,7AJ a. For side approach telephones, the enclosure overhand shall be no greater than 19" and the height of the lowest overhanging part shall be equal to or greater than 27" . Sec. 11178.2.7.1 Fig 11 B- 4(a) b. For forward approach telephones, if the enclosure overhand is greater than 12", the clear width of the enclosure shall be 30", the height of the lowest overhanging part shall be equal to or greater than 27". Sec. 11 17B.2.7.3 Fig 11 B-4(c) c. entrances to full -height enclosures shall be 30" minimum. Sec. 111 7B.2.7.2 Fig. 11 B 4(b) d. Where telephone enclosures protrude into walls, halls, corridors or aisles, they shall comply with Section 1121 B. Sec. 11 17B.2.7.4 9. Telephones shall be equipped With a receiver that generates a magnetic field in the area of the receiver cap. If banks of public telephones are provided, at least one in each bank and a total of at least 25% of the total number of public telephones, including closed circuit telephones in a building or facility, shall be equipped with a volume control. Such telephones shall be capable of a minimum of 12 dbA and a maximum of 18 dbA above normal. If an automatic reset is provided, 18 dbA may be exceeded. Public telephones with volume control shall b e hearing aid compatible and shall be Identified by a sign containing a depiction of a telephone handset with radiating sound waves. Sec. 11 17B.2.8 10. If a total of four or more public pay telephones are provided at the interior and exterior of a site, and if at least one of the total is in an interior location, then at least one interior public text telephone shall be provided. Sec. 11 17B.2.9.1 11. Text telephones shall comply with the following: a. Text telephones used with a pay telephone sh all be permanently affixed within or adjacent to the telephone enclosure. if an acoustic coupler is used, the telephone cord shall be sufficiently long to allow connection of the text telephone and telephone receiver. Sec. 111 7B.2-9.2.1 b. pay telephones designed to accommodate a portable text telephone shall be equipped with a shelf and an electric outlet within or adjacent to the telephone enclosure. The telephone handset shall be capable of being placed flush on the surface of the shelf. The shelf shall be capable of accommodating a text telephone and shall have6" minimum vertical clearance in the area where the text telephone is to be placed. Sec. 11 17B.2.9.2.2 c. Equivalent facilitation may be substituted for the above requirements as described in Section 11 17B.2.9.2.3 Sec. 1117B.2.9.2.3 d. the telephones shall be identified by the international TDD symbol (see Figure I 113- 14). If a facility has a public text telephone, directorial signage indicating the location of the nearest such telephone shall be placed adjacent to all banks of telephones that do not contain a text telephone. Such directional signage shall include the international TDD symbol. If a facility has no banks of telephones the directional signage shall be provided at the entrance or in a building directory. Sec. 1117B.2.9.3 12. If telephone books are provided, they shall be located within 48" of the floor if forward approached and within 54" if side approached. Sec. 11 17B.2.12 1. Controls and operating mechanisms required to be accessible by Section 10 1 .17.1 -10 shall comply with the requirements of Section 111713.6 Sec. 111713.6.1 2. Clear floor space complying with Section 11 18B.4 that allows a forward or parallel approach by a person using a wheelchair shall be provided at controls, dispensers, receptacles, and other operable equipment. Sec. 11 17B.6.2 3. The highest operable part of all controls, dispensers, receptacles, and other operable equipment shall be placed within 48" of the floor but not lower than 15" if forward approached and within 54" but not lower than 9" if side approached. Sec. 11 17B.6.3 4. Controls and operating mechanisms shall be operable with one hand and shall not require fight grasping, pinching, or twisting of the wrist. The force required to activate controls shall be no greater than 5 pounds of force. Sec. 11 17B.6.4 & 1507.2a 5. Non-commercial kitchen and counter bar sinks located in common use areas shall have faucet controls and operating mechanisms operable with one hand in accordance with Section 11 18B and shall not require grasping, pinching, or twisting of the wrist. The force required to activate controls shall be no greater than 5 plf. Lever -operated, push -type, and electronically controlled mechanisms are examples of acceptable designs. Self- closing valves are allowed if the faucet remains open for at least 10 seconds. Sec. 1508.2 6. Vending machines shall be installed in compliance with Section 111713.6 through 11 17B.6.4 Sec. I I 126B W. HAZARDS PROTRUDING OBJECTS 1. Abrupt changes in level, except between a walk or sidewalk and an adjacent street or driveway, exceeding 4""in a vertical dimension, such as at planters or fountains located in or adjacent to walks, sidewalks, or other pedestrian ways, shall be identified by warning curbs projecting at least 6" in height above the walk or sidewalk surface to warn the blind of a potential drop off. Sec. 1024.1 2. When a guardrail or handrail is provided, no warning curb is required when a guiderail is provided centered 3" +/- I" above the surface of the walk or sidewalk, the walk is 5% or less gradient, or no adjacent hazard exists. Sec. 1024.1 Fig I I B- 27(b) 3. Objects projecting from walls with their leading edges between 27" and 80" above the finished floor shall protrude no more than 4" into walks, halls, corridors, passageways, or aisles. Sec. 1121 B. I Fig. 11 B- 7a 4. Objects mounted with their leading edges at or below 27" above the finished floor may protrude any amount into walks, halls, corridors, passageways or aisles. Sec. 1121B.1 fig. 11B-7A 5. Freestanding objects mounted on posts or pylons may overhand 12" maximum from 27" to 80" above the ground or finished floor. Sec. 1121B.1 6. Protruding objects shall not reduce the clear width of an accessible route or maneuvering space. Sec. 11218.1 7. Walks, halls, corridors, passageways, aisles or other circulation spaces shall have 80" minimum clear headroom. Sec. 1121 B.2 Fig. I I B 7A 8. Any obstruction that overhands a pedestrian way shall be a minimum of 80" above the walking surface as measured from the bottom of the obstruction. Sec. 1024.2 Fig 11 B- 28 9. Where a guy support is used parallel to a path of travel, including, but not limited to, sidewalks, a guy brace, sidewalk guy or similar device shall be used to prevent an overhanging obstruction as defined. Sec. 1024.2 10. Transit boarding platforms shall have a detectable waming texture extending the full length of the loading area. This detectable warning texture shall have the following features: Sec. 1024.3 a. Width 24" to 36", placed at the edge of the drop -off or safe area. Sec. 1024.3 b. Durable, slip -resistant material having a surface texture composed or raised, truncated domes in a staggered pattern with a diameter of nominal 0.9'at the base tapering to 0.45" at the top, a height of nominal 0.2, and a center -to- center spacing of nominal 2.35" in compliance with figure 1113 23. "Nominal" as used here shall be in accordance with California State Referenced Standards Code Section 12-11-102. The detectable warning shall contrast visually with adjoining surfaces, either light on dark or dark on light. The material used to provide contrast should be an integral pa rt of the walking surface. Warning surfaces shall differ from adjoining walking surfaces in resiliency or sound on cane contact. This surface shall be reserved for warning. Sec. 1024.3 c. Color yellow conforming to Federal Color No. 33538, as sho wn in Table IV of Standard No. 595B. Where the color value contrast between the yellow warning and the main walking surface is less than 70%, a 1" wide black strip shall separate the yellow warning from the main walking surface. Percent of contrast shall be determined by the formula in Section 1024.3 Sec. 1024.3 11. At transit boarding platforms; the pedestrian access shall be identified with a detectable directional texture. This detectable directional texture shall comply with figure 11 B 23B and shal I be 0.1 " in height that tapers off to 0.04", with bars raised 0.2" from the surface. The raised bars shall be 1.3" wide and 3.0" from center -to- center of each bar. This surface shall differ from adjoining walking surfaces in resiliency or sound on can contact. The color of the directional texture shall comply with Section 1024.3. This surface will be placed directly behind the yellow detectable warning texture specified in Section 1024.3, aligning with ail doors of the transit vehicles, where passengers will embark. The width of the directional texture shall be equal to the width of the transit vehicle's door opening. The depth of the texture shall not be less than 36". Sec. 1024.4 Fig. 11 B-23B 12. if a walk crosses or adjoins a vehicular way, and t he walking surfaces are not separated by curbs, railings, or other elements between the pedestrian areas and vehicular areas, the boundary between the areas shall be defined by continuous detectable warning which is 36" wide, complying with Section 1024.3. Sec. 1024.5 AA. SPACE ALLOWANCE & REACH RANGES 1. The minimum clear floor or ground space required to accommodate a single, stationary wheelchair and occupant is 30""by 48" (The minimum floor or ground space shall be increased to 42""x 48""when such space is perpendicular to an adjacent seating space). The minimum clear floor or ground space for wheelchairs may be positioned for forward or parallel approach to an object. Clear floor or ground space for wheelchairs may be part of the knee space required under some objects. Sec. I I 17B.2.3 & I I 18B.4.1 Fig 11 B - 5A & 13 2. One full unobstructed side of the clear floor or ground space for a wheelchair shall adjoin or overlap an accessible route or adjoin another wheelchair clear floor space. If a clear floor or ground space for a wheelchair is located in an alcove or otherwise confined on all or part of three sides, additional maneuvering clearances shall be provided. Sec. I I 17B.2.4 & 111813.4.2 Fig. 11 B- 5A 3. The space required for a wheelchair to make a 180- degree turn is a clear space of 60" diameter or a T-shaped space. Sec. 111813.3 Fig. 11 B 12(a) & (b) 4. The minimum clear width required for a wheelchair to tum around an obstruction shall be 36" where the obstruction is 48" or more in length and 42" and 48" where the obstruction is less than 48" in length. Fig. 11 B- 5E 5. The minimum clear width for single wheelchair passage shall be 32 at a point (24" maximum length) and 36" continuously. Sec. 111813.1 Fig. 1113 10 6. The minimum width for two wheelchairs to pass is 60". Sec. 1118b.2 Fig 11 B -11 7. If the clear floor space only allows forward approach to an object, the maximum high forward reach allowed shall be 48". See Figure I I B -6c(a). The minimum low forward reach is 15". If the high forward reach is over an obstruction, reach and cle arances shall be as shown in Figure 11 B- 5c(b). Sec. 11 18B.5 8. If the clear floor space allows parallel approach by a person in a wheelchair, the maximum high side reach allowed shall be 54" and the low side reach shall be no less than 9" above the floor as shown in figures I IB-5D(a) & (b). if the side reach is over an obstruction, the reach and clearances shall be as shown in Figure 11 B- 513(c). Sec. 1118B.6 1313. EMPLOYEE WORK AREAS & WORK STATIONS NOTE: 1. General employee areas are "those areas commonly used by multiple employees, such as restrooms, breakrooms, conference and meeting space, etc." Even when these areas are restricted for employee use only, they must comply with Title 24 accessibility requirements. 2. Specific workstations ar intended to mean "places where individuals do their work, such as a chefs chopping block in a commercial restaurant or a computer terminal in an office". These workstations are not required to be accessible themselves, except that aisle and floor and level requirements must be met and entryways must be at least 32" in clear width. 1. Specific workstations, With the exception of workstations in sales facilities, checkstands, ticket booths, and other workstations with specific r=uirements contained in other portions of the regulations, need only comply aisle width and floors and levels, and entryways shall be 32" in clear width. Sec. 1123B.2 2. Employee work areas shall be accessible by means of a 36" minimum aisle and a 32" minimum clear opening door width. Sec. 11058.3.2.3,11058.3.3.2, & 1108B.5 3. Employee areas shall conform to all requirements of the Division of the State Architect/Access Compliance Section in the California Building code, Plumbing Code, and Electrical Code. Sec. 1123B.1 CC. FIXED OR BUILT-IN SEATING, TABLES, & COUNTERS 1. Where fixed or built- in seating, tables, or counters are provided for the public, and in general employee areas, 5% but never less than 1 must be accessible, as required in Section 1122B. Sec. 112213.1 2. The tops of tables and counters shall be 28" to 34" from the floor or ground. Sec. 112213.4 3. If seating for people in wheelchairs is provided at fixed tabl es or counters, knee spaces at least 27" high, 30" wide, and 19" deep shall be provided. Sec. 112213.3 Fig. 11 B- 13 4. If seating spaces for people in wheelchairs are provided at fixed tables or counters, clear floor space complying with Section 111813.4 sh all be provided. Such clear floor space shall not over lap knee space by more than 19". Sec. 112213.2 Fig. 11 B- 13 5. Where a single counter contains more than one transaction station, such as (but not limited to) a bank counter with multiple teller windo ws or a retail sales counter with multiple cash register stations, at least 5%, but never less than 1, of each type of station shall be located at a section of counter that is at least 36" long and no more than 28!' to 34" high. Sec. 112213.4 DD. SIGNS & IDENTIFICATION NOTE: The International Symbol of Accessibility shall be the standard used to identify facilities that are accessible to and usable by physically disabled persons as set forth in title 24 and as specifically required below. Sec. 1117B.5.1.1 Fig. 11 B -6 1. The International Symbol of Accessibility shall consist of a white figure on a blue background. The blue shall be equal to Color No. 15090 in Federal Standard 599B. Sec. 11178.5.1.2 2. Letters and numbers on signs shall have a width -to -height ratio of between 3:5 and 1:1 and a stroke width4co-height ratio between 1:5 and 1:10. Sec. I I I 7B.5.3 3. Characters and numbers on signs shall be sized according to the viewing distance from which they are to be read. The minimum height is measured using an upper case X. Lower case characters are permitted. For signs suspended or projected above the finish floor in compliance with Section 1121 B, the minimum character height shall be 3". Sec. 11 17B.5.4 4. Characters and symbols shall contrast with their background, either light characters on a dark background or dark characters on a light background. Sec. I I 17B.5.5 5. When raised characters or symbols are used, they shall conform to the following: Sec. I I I 7B.5.6 a. Letters and numbers ci n signs shall be raised 1/32" minimum and shall be sans -serif uppercase characters accompanied by Grade 2 braille. Sec. 1117B.5.6.1 b. Raised characters or symbols shall be a minimum of 5/8" high. Sec. 1117B.5.6.2 c. Pictorial symbol signs (pictograms) shall be accompanied by the equivalent verbal description place directly below the pictogram. The border dimension of the pictogram shall be a minimum of 6" in height. Sec. 11 17B.5.6.3 6. Contracted Grade 2 Braille shall be used whenever Braille symbols are specifically required in other portions of these regulations. Dots shall be 1/10"on centers in each cell with 2/10" space between cells. Dots shall be raised a minimum of 1/40" above the background. Sec. I I 17B.5.2 7. All building entrances that are accessible to and usable by persons with disabilities and at every major junction along or leading to an accessible route of travel shall be identified with a sign displaying the International Symbol of Accessibility and with additional directional signs, as required, to be visible to persons along approaching pedestrian ways. Sec. 11 17B.5.7 & 1127B.3 8. When permanent identification is provided for rooms and spaces, raised letters shall be provided and shall be accompanied by Braille in conformance with Sections I I 17B.5.6 through 11 17B.5.6.3. Signs shall be installed on the wall adjacent to the latch side of the door. Where there is no wall space on the latch side, including at double leaf doors, signs shall be placed on the nearest adjacent wall, preferably on the right. Mounting height shall be 60" above the finished floor to centerline of the sign. Mounting location shall be determined so that a person may approach within 3" of signage without encountering protruding objects or standing within the swing of a door. Sec. 11 17B.5.9 9. Pole supported pedestrian traffic control buttons shall be identified with color coding consisting of a textured horizontal yellow band 2" in width encircling the pole, and a I" wide dark border band above and below this yellow band. Color - coding should be placed immediately above the control button. Control buttons shall be located no higher than 48" above the surface adjacent to the pole. Sec. 11 17B.5.1 0 HH. SALES FACILITIES 1. Employee workstations shall be located on accessible levels and shall be sized and arranged to provide access to employees in wheelchairs. Sec. 111 OB. 1.2 2. The customer side of sales and checkout stations shall be accessible. Sec. I 108. 1 .2 3. Provide accessible checkstands. Checkstands, including service counters requiring a surface for transactions, shall be made accessible by providing a minimum 36" aisle on the customer side of the checkstand with an adjoining counter height not exceeding 38" above the finished floor with the top of the counter lip not to exceed 40" above the finish floor. Sec. I 11 OB. 1.3 Table 11 B 2 4. Accessible checkstands shall be identified by a sign clearly visible to those in wheelchairs which displays the International Symbol of Accessibility in white on a blue background and stating "This checkstand to be open at all times for customers with disabilities." Sec. 11108.1.3 5. Where "quick" checkstands are provided, at least one shall be accessible. Sec. 111013.1.3 6. In existing buildings being remodeled, at least one checkout aisle shall be accessible in facilities with less than 5,000 square feet of selling space. In an existing building, With 5,000 or more square feet of selling space, at least o ne of each design of checkout aisle shall be made accessible when altered until the number of accessible checkout aisles of each design equals the number required in new construction. Sec. I I I OB. 1.3 7. Where fitting or dressing rooms are provided for male or female customers, patients, employees, or the general public, 5 percent, but never less than one, dressing room9s) of each type of use in each cluster of dressing rooms shall be accessible by providing the following: Sec. 11108.1.7 a. Entry doors conforming to the requirements of Section 1004 and aisles leading to such doors conforming to Sections 1014.1 & 1014.2. A& ROY W. ..A 110 (P RENEWAL ATE 2-26-200 C Y� rS03-2004-01 DESIGN RWH JR DRAWN RWH JR DATE 7 SEPTEMBER 2004 SCALE NONE SHEET I N- i OY W. HERBOLD, JR. ARCHITECT 2522 AQUASANTA TUSTIN, CA 92782 714,573.1328 VOICE 714.573.1348 FAX TITLE 24 - DISABLED ACCESS NOTES b. Full-length mirrors at lest 18" wide by 54" high, the bottom of which is no 2. The center of the grip of the operating handle of controls or switches intended higher than 20" from the floor, and mounted in a position affording a view to a to be used by the occupant of the room or area to control lighting and receptacle person on the bench as well as to a person in a standing position. outlets, appliances, or cooling, heating, and ventilating equipment shall meet the requirements of Part 2, Cal ifornia Building code (CBC), Section 11 18B, Space c. Clothing hooks located no higher than 48" from the floor. Allowance and Reach Ranges, for persons with disabilities. Sec. 380-B(c.1) d. A 24" by 48" bench mounted on the wall along the longer dimension of the bench, 17" to 29" above the floor with a clear space alongside the bench to allow 3. The center of fire alarm initiating devices (boxes) shall be located 48" above a person using a wheelchair to make a parallel transfer onto the bench. The the level of the floor, working platform, groun d surfaces, or sidewalk. structural strength of the bench and attachments shall comply with Section Sec. 760-9 111513.8 Sec. I 11513.8 4. The installation of fire alarm equipment and systems in any occupancy within the cope of these regulations shall be in accordance with the provisions of the e. A minimum clear space within the room of 60" width by 60" length. No California Electrical Code. door shall encroach into the required space. See. 7201 8. Where shopping cart theft prevention barriers are utilized they shall conform to the following requirements: Sec. 111 OB. 1.6 a. Each entrance and exit provided for public use shall be accessible to and usable by persons with disabilities. Sec. 11108.1.6.1 b. Shopping cart barriers located at a public entrance or exit shall be designed to provide a clear unobstructed opening at least 32 in width for ingress and egress of persons with disabilities. Sec. 11108.1.6.2 c. Where a clear, unobstructed opening is provided, a level area is required on both sides of the clear opening which extends a minimum of 44" on each side of the opening and is at least 48" in width. Sec. 1110B.1.6.4 d. Where gates are used, they shall open in the direction of travel, provide a clear, unobstructed opening 32" in width, and be maintained unlocked during business hours. Gates shall not operate a publicly audible alarm system or require more than 5 foot- pounds of force. Sec. 11108.1.6.3 e. Where a gate is used, the level area in the direction of gate swing shall be a minimum of 60" in width and 60" in depth (measured f rom the fate in a closed position). The level area opposite the gate swing shall be a minimum of 48" in width and a minimum of 42" in depth. Sec. 11108.1.6.5 f. When a gate is used, the bottom of the gate shall be within 3" of the surface of the path of travel. The surface of the gate on each side shall be smooth to present no hazard to persons with disabilities using the gate, and structurally adequate to allow it to be opened with the wheelchair foot pedals. Sec. 1110B.1.6.6 g. The path of travel to and through the clear opening or gate shall be designed to prevent barriers from obstructing it and shall be continuously maintained unobstructed during business hours. Also, the design shall specifically prevent parked vehicles from obstructing ingress and egress. Sec. 11108.1.6.7 h. Interior and exterior pedestrian traffic barriers (post, rails, turnstiles, etc.) shall allow unobstructed travel for persons with disabilities, through a 37'clear opening. L.L. STORAGE FACILITIES &AREAS 1. If fixed storage facilities such as cabinets, shelves, closets, or drawers are provided where access is required by Section 101.17.11, at least one of each type shall be accessible in terms of clear space, reach ranges, and hardware. Additional storage may be provided outside of required reach ranges. Sec. 1125B.1 Fig. 1113-51D 2. A clear floor space at least 30" by 48" that allows either a forward or parallel approach by a person using a wheelchair shall be provided at accessible storage facilities. Sec. 112513.2 Fig. 11 B- 5A 3. Accessible storage spaces shall be within at least one of the height ranges specified in Sections 11 18B.5 & 11188.6 Sec. 112513.3 4. Hardware accessible storage facilities shall be within at least one of the height ranges specified in Sections 111813.5 & I 11813.6, and shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate the hardware shall be no greater than 5 pounds. Touch latches and U-shaped pulls are acceptable. Sec. 11258.4 5. Clothes rods shall be a maximum of 54"from the floor for a side approach. Where the distance from the wheelchair to the clothes rod or shelf exceeds 10", as in closets without accessible doors, the height and depth to the rod or shelf W shall comply with Figure 11 B -61D. Sec. 112513.3 6. The doorway providing access to storage areas shall be of less than 32" in clear width. Storage areas shall be made accessible as required in Section Z 11 25B. Sec. 11058.3.6.2, 1107B. 3.2, & 111013.2.2 W SS. ELECTRICAL 1. The center of junction boxes for receptacle outlets shall be installed at an C6 accessible location meeting the clearances and reach range requirements of 4 Section 11188. Sec. 11 17B.6.3 & 210- 7(g. 1 ell, iq 0 D 11 ROYW 0* RENEWAL IATE Z W 0 W Q Cr CL Z < Z 0 0 W �C� W 0 5 0- 1-: LL1 W UJ Z Z Z < UJ Cr [Z r-,ics # 503-2004-01 DESIGN RWH JR I DRAWN RWH JR DATE 7 SEPTEMBER 2004 scALe NONE SHEET N 7 ROY W. HERBOLD. JR. ARCHITECT 2522 AQUASANTA TUSTIN, CA 92782 714.573.1328 VOICE 714.573.1348 FAX FH� LOT D TREE WELLS DESIGNATED w/ ")C SEE LANDSCAPE PLAN STAFFORD & TUSTIN TRACT { ; FOR TREE TYPE AND SIZE P/I C.L. GATES (20'4' WIDE x BK 2 PG. 618, t8' M.R.L.A. P/I WROUGHT IRON GATE 10'-0"TALL (BY GENERAL NOTE: RESTROOM {5'-0'" WIDE x 10`-0" TALL (BY CONTRACTOR} BUILDING SHALL BE INTERLOCKING CONCRETE ; GENERAL CONTRACTOR} PAVERS, ORCO BLOCK, MINIMUM OF 7'-1" FROM i PA C.L. GATES 20'-0" WIDE x 4" CONC. SLAB ON GRADE .i �2 PROPERTY LINE. "MONTEREY {PROVIDED BY { 10'-0" P/I WROUGHT IRON GATE i v ill OWNER - INSTALLED BY G.C.) ON 10--0" TALL (BY GENERAL wt #4 REBAR @ 24" O.C. Q$� (pair 8'-0" WIDE x 10'-0" TALL (BY AGGREGATE/ASAND BASE CONTRACTOR) EACH WAY, SCORE MARKS high GENERAL CONTRACTOR) s'-o^ ao,$„ a a° 32'_D„ s a° @ 48" O.C.E.W. (BY G.C.) —\ N 0° 1'4 " W 1097.99' -1PR0 ERTY LINE ! - - - - - - - - - - - - - - - - --- -- - - ----- - - - - - _ _ -- ---- - - ---- = =_ - - — 17 "--.-..--- _ _ _ _ - ----_._.__-_ dD MBS „Zt-_—._.____._._...---_.--_..._ =HICLE I I I - - - = rt--� PATH OT TRAVEL I -- - - - - - T t PR C.L. GATT(204" WIDE, � 10'-0" TALL BY GENERA f CONTRACTOR) I /`) ky /; \\ / Q S:t j 1 f 1 i J lYP. I t� I" tl CC LJCt'HK ! 11ttCIV 1 V MnIl.L.G -'✓' DRAIN INLET j G D f THE CITY OF SANTAANA x locations 03 104 - STANDARDS AND APPROVED L ACCESS ROAD - - - - -- -------------- - -- -- -- ----- - - 5 _ .__ - ___ _,. _____ ________________ __-_____ - __-___.__. _ ..____ _ ___.__ _ - ___ .__ ____ __ ___ _____- _ ______ _ - __- __ __ __ ___ _ �.-____-__-. _ ..___ - ________ _____ __-__ -. - -_ __. _ - __ _--__-_ __ ; - _I E I �`' STREEfi IMPROVEMENT PLAINS _.-- -- --- --- -------- ( t r ; ' oL] exist. - - - - - - - -----� ----: ,--.-�__- _--�-� ____-� _--_,-.�_ ____--_-.--_._—a^w{aca)_------�.----._..�-----+�+--;,��� -}' IVSO (ROB) ---_._.__ _.___.__._. __-------_._._._.-_.__. ._______._.___. 1.------------------- ___._._._._.___. .__...__._._._._._p.. .__._ I V SD(CHANNEL)------ OR-ANI;���-`COOtI 'T-Y'-F-L-OO._CONTR--QL_D#S-TR4CT---`--____.___._10'SD (CHANNEL)-. ._. ___.__._.-.-__.__.-.____.__.- .-._._.__._.-_-.__--_-._._.-----._-_---_.__.__._.__._._._.__._._._. __._._._...._..__._._ �..----_._.__ IV SO(CHANNEL)--------------------------------------------------------------------------------- .__-._.._._.___._._._.- 19 SO(CHAN, EL) ------------ CONSTRUCTION NOTES 01 CONSTRUCT 6-0" HIGH WROUGHT IRON FENCE (1" SQUARE TUBES WITH PICKETS @ 8" O.C.) AND 16" SQ. MASONRY PILASTERS AT 40'-0" 02 CONSTRUCT 6-0" HIGH WROUGHT IRON GATES AND 24" SQ. MASONRY PILASTERS (GATES TO BE ELECTRIC OPERATED) 3 CONSTRUCT 6" WIDE x 12" CONTINUOUS CONCRETE CURBS (WITH GUTTERS WHERE NOTED) �041 INSTALL 4" ASPHALT ON 8" AGGREGATE BASE, SEE CIVIL DRAWINGS) DESIGNED TO ACCOMIDATE 60,000 POUNDS PER FIRE DEPARTMENT REQUIREMENTS 05 PAINTED DIRECTIONAL ARROWS (AT LOCATIONS INDICATED ON PLAN) 06 EXISTING ENTRY DRIVEWAY TO BE MODIFIED AS REQUIRED BY CITY OF SANTAANA �� 15'-0" WIDE LANDSCAPE SETBACK CITY OF SANTAANA - PLANNING DEPARTMENT NOTES 1. ALL PARKING STALLS SHALL BE DOUBLE STRIPED PER CITY STANDARDS. THROUGH1 SEE CIVIL DRAWING C-1 FOR PWA REQUIREMENTS A. I ♦ AND DRAWING l r • ► REQUIREMENTS r A. AND ♦ • ! • r A A A s . • + • r 09 EXISTING PLANTERS AT CONCRETE SIDEWALK WITH STREET TREES 10 PARKING LOT AND ACCESS DRIVE LIGHT FIXTURES, SEE ELECTRICAL DRAWINGS FOR TYPE AND WIRING. 1,11 CONSTRUCT NEW 10'-0" HIGH CHAINLINK FENCING AROUND ATHLETHIC FIELDS (COMPLETED UNDER SITE GRADING PERMIT) 12 CONSTRUCT NEW 10'-0" HIGH CHAINLINK FENCING AROUND CHILD CARE CENTER AREA. 13 LANDSCAPE PLANTER, SEE LANDSCAPE PLANS 14 P/I SIGN "NO STOPPING -FIRE DEPARTMENT ACCESS LANE CVC 22.500. 1 "ALONG WITH SIGN READING "MINIMUM 13'-6" VERTICAL CLEARANCE". LOT C 1 * . .: M.RM 15 CONSTRUCT NEW DRIVEWAY PER CITY STANDARD #1112, CASE #1 (W=38' MIN., A=44' MIN, X=4') SIGNAL MODIFICATION IS REQUIRED TO FACILITATE THE INGRESS AND EGRESS MOVEMENTS OF THE SITE, INCLUDING THE INSTALLATION OF A WESTBOUND LEFT -TURN LANE AT THE SAID INTERSECTION. SEE EXHIBIT "A" FOR DRIVEWAY SIGH DISTANCE REQUIREMENTS. 16 EASEMENT FOR INSTALLATION OF TRAFFIC DETECTOR LOOP TO BE PROVIDED BY RBF CONSULTING AS REQUIRED BY THE CITY OF SANTAANA 17 ALL EXISTING EASEMENTS PER THE CURRENT TITLE REPORT, INCLUDING, BUT NOT LIMITED TO, SOUTHERN CALIFORNIA EDISON COMPANY AND SEWER PIPELINE 18 RESTROOM / STORAGE BUILDING 19 CONSTRUCT NEW 16-0" HIGH CHAINLINK FENCING AND BACKSTOPS FOR SOFTBALL FIELD CITY OF SANTAANA - FIRE DEPARTMENT NOTES 1. FIRE .-r--- 7 • ARTS SHALL Fri INSTALLED ! ACCORDANCE WITH STANDARDS (l • A • AND 423P. • HYDRANTS 1 SERVICEBE IN PRIOR r•r TO COMBUSTIBLE MATERIALS BEING PLACED OR USED ON k. r DEPARTMENT ACCESS (FIRE SHALL BE SERVICE PRIOR r COMBUSTIBLE MATERIALS •A BEING PLACED OR USED ON THE SITE. r DEPARTMENT ACCESS LANE SHALL CONCRETE CURBS r A PAINTED - 1 -- SITE INFORMATION GROSS AREA: 345,582 SQUARE FEET (7.93 ACRES) NET AREA: 339,152 SQUARE FEET (7.79 ACRES) (FIRST STREET DEDICATION) TOTAL UNDEVELOPED AREA: 78,540 SQUARE FEET (1.80 ACRES) TOTAL HARDSCAPE AREA: 72,700 SQUARE FEET (1.67 ACRES) TOTAL LANDSCAPING AND TURF AREA: 194,342 SQUARE FEET (4.46 ACRES) PARKING STATISTICS HANDICAP PARKING STALLS PROVIDED: FULL SIZE PARKING STALLS PROVIDED: :11 0 �" ' g rol FUTURE CHILD CARE FACILITY: RESTROOM FACILITY: 6 143 149 P/1 C. GATES (20'-0" WIDE x (� 10'-V TALL (BY GENERAL CO TRACTOR) �. O� Q' �� � cj- A& l� vw SCALE: 1 "=40' 0 30 60 r 400 SQUARE FEET o cs N 0 Z CC N N O z 0 LU 4 C ARch, ♦ ROY W RBOL / 73 RENEWAL DA E 2-28-2005 +�• Or CAS- O � I I i I � a i ( I� } m I I i Lu a Of zW �I.- 0_0 Wz }� z W Q J F-- z E- 0 =U w z Q � J h h z O z o 2 V Lu 0o U � ° P+ z U o�� W D J wCL H -a E- w ILI w �zw z I— Z <Lu w CD fl- ¢ t!)u..Cvo_ 0 u h F- O U U 00 a n JVt$iF VVv-LVV-f'V i DESIGN RWH JR DRAWN RWH JR DATE 7 SEPTEMBER 2004 SCALE 1" = 40'-0" SHEET A-1 I \ \..% \I V l/. HFRBC! D, JR. ARCHITECT 2522 AQUASANTA TUSTIN, CA 92782 714.573.1328 VOICE 714.573.1348 FAX Lo 9 M 9 (3. __ __ O Z Lu Lu w Z n. I— Z W a. U'� Lu Lu (D w 0 go A^f ^Il ARCHITECTURALFLOOR PLAN METAL STANDING SEAM ROOF ON WOOD FRAMING II E{ I{ II {I { { { I I { { II II II {I II I TY EARS 1 E { { I II 1 I I I { I I{ I { { { i { I I I I I i I I ' LINE OF WALLS BELOW A al ME mawwo _u A &I m &vq P-1 I- pu m m I nm �7' ��v I...._-i 8* . DRINKING FOUNTAIN DETAIL INTEGRAL COLOR CONCRETE MASOI STACK BOND DESI (w/ GRAFATTI COAT SECTION'AA' WEST ELEVATION Lw� 8"x8" GLASS BLOCK UNITS FLUSH WITH OUTSIDE OF WALL FACE u r" a ■ r 4 0 N d Z w Lu Lo Nt a C> N Z LLI I- d �•� �� ROY W. HERBOLD JR. NO 1073 RENEWAL ATE 2-28-20 �ofi CA co, I- � W O O�= W U p U? w o VCL00 Q rn Z 0WZ Jr) LU WCL Zuj� U) iZ Z 0 J U F F 00 a a JOB # S03-2004-01 DESIGN RWH JR DRAWN RWH JR DATE 7 SEPTEMBER 2004 SCALE 1/4" = 1'-0" SHEET A-2 ROY W. HERBOLD, JR. ARCHITECT 2522 AQUASANTA TUSTIN, CA 92782 714.573.1328 VOICE 714.573.1348 FAX AIR INTERIOR FINISH SCHEDULE ROY W. HE n NO 07 O SPACE FLOORING WAINSCOT NORTH WALL EAST WALL SOUTH WALL WEST WALL CEILING REMARKS �,,, RENEWALDAE Q" 2_28_20 w05 w � Q Nk z NO. NAME BASE MATERIAL COLOR MATERIAL HEIGHT COLOR MATERIAL FINISH COLOR MATERIAL FINISH COLOR MATERIAL FINISH COLOR MATERIAL FINISH COLOR HEIGHT MATERIAL FINISH COLOR F CAS' CL 101 STORAGE - F-1 - - - W 1 SEALER W 1 SEALER W 1 SEALER W 1 SEALER VARIES C-1 PAINT z W 102 PLUMBING CHASE - F-1 - - - lilt-1 SEALER W 1 SEALER W 1 SEALER W 1 SEALER VARIES C-1 PAINT 1 a. 0 103 MENS B-1 F-2 W=2 48" - W 1 PAINT W 1 PAINT W 1 PAINT W-1 PAINT VARIES C-1 PAINT 104 WOMENS B-1 F-2 W 2 48" - W 1 PAINT W 1 PAINT W 1 PAINT W 1 PAINT VARIES C-1 PAINT 0 MATERIAL AND COLOR TYPES DOOR AND FRAME SCHEDULE PANIC SYMBOL MATERIAL MANUFACTURER MODEL / COLOR NUMBER LOCATION SIZE W`H THK. TYPE FACE CORE HARDWARE CLOSER GLASS LOUVER THRSH HDWR FRAME MAT. REMARKS F-1 CONCRETE WITH SEALER & HARDNER - 1 101 pr. 38"x86" 1-3/4" B METAL MINERAL - O.H. - - X 1 HOLLOW METAL "k C-q"+r , '" -f A�vv �'+`-wac..a~'�S "3 #t-5 iYn-� •�.. vi-�a z:-� s;: �..��' u a�v F-2 CERAMIC TILE ON CONCRETE SLAB AMERICAN OLEAN, UNGLAZED PORCELAIN CERAMIC TILE, 2" x 2" 2 101 36"x86" 1-3/4" A METAL MINERAL - - - - X 2 HOLLOW METAL ,�s B/ �'"'' B-1 CERAMIC TILE ON CONCRETE MASONRY - 3 103 36"x86" 1-3/4" A METAL MINERAL - O.H. - X X 3 HOLLOW METAL �24" x 30" LOUVER AT TOP & BOTTOM OF DOOR W-1 CONCRETE BLOCK W/ CLEAR SEALER OR PAINT PAINT WALLS ABOVE CERAMIC TILE 4 103 36"40" 1" C METAL HOLLOW - - - - - - L_pt4�53 o'•_ c-(?Qe r P.) t'h"�i6 W 2 CERAMIC TILE (THIN -SET) ON MASONRY AMERICAN OLEAN, GLAZED CERAMIC TILE, 4-1/4" X 4-1/4" 5 104 36"x86" 1-3/4" A METAL MINERAL - O.H. - X X 3 HOLLOW METAL 24" x 30" LOUVER AT TOP & BOTTOM OF DOOR C-1 EXPOSED STRUCTURE (WOOD FRAMING & PLYWOOD) - 6 104 3611x60" 1" C METAL HOLLOW - - - - - - - C-2 7 104 36"x60" 1" C METAL HOLLOW - - - - - - - F.F. - FACTORY FINISH 8 104 36"x60" 1" C METAL HOLLOW - - - - - - -Q a rY ij 8"x 16" OPENINGS IN BLOCK WALL SPACED @ 3'-4" O.C. (6 OPENINGS @ 128 SQ. INCHES = 768 S.I. = 5.33 S.F.) F F B D E D NOTE: LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT LEAST 29" FROM FLOOR TO DOOR, SEE DOOR m BOTTOM OF APRON WITH KNEE CLEARANCE UNDER FRONT LIP EXTENDING AMIN. OF 30" SCHEDULE ` IN WIDTH WITH 8" MIN. DEPTH AT TOP. TOE CLEARANCE SHALL BE SAME WIDTH AND SHALL BE MIN. 9" A.F.F. AND MIN, 17" DEEP FROM FRONT OF LAVATORIES. CONDENSATE Lu d DRAIN DOWN � E IN WALL, SEE r BOTTOM OF MIRROR Fill PLANS FOR LINE OF JAMB BEYOND - �r LAVATORY / SINK WITH SIZE. CARRIER SUPPORT �- f 1 LEVER TYPE M ' c?-- - - ---' FAUCET -- - - - - -- CONTROL HANDICAP CE 8" � 1 RUBBER HOSE -- ALUMINUM THRESHOLD I and CLAMPS X MIN. I i "MIN, I PLATE NEON COMPLY w/ 113313.2. 1 H _ �G -��'� CLEARANC ; , PLATE OF 2001 CBC Mens 07 a g e I, x CONC. SLAB, SEE J z �7"MIN. t LAVATORY m STRUCTURAL DRWGS. LU 0 W SCALE: 1 /4" = 1'-0" N I I SUPPORT W/ E 8"x 16" OPENINGS IN BLOCK WALL SPACED @a 3'-4" O.C. INSULATED DRAIN PIPE AN t , CONCEALED O W TRAP W/SLIP JOINT FITTINGS t I ARMS. .,"�' 6 OPENINGS 128 SQ. INCHES = 768 S.I. = 5.33 S.F. Z = ( � ) "TRUEBRO" MODEL NO. t I .... '— LAV-GUARD (800) 340-5969 OR APPROVED EQUAL. STUD WALL U Q- W .......:.:.......: _ It FINISH FLOOR77777,, ,. ,,....y '.•. ,: :.. ;.: ;•: �j/ N st *Y --^--- 9" MIN. TOE CLEARANCE. ' 0W ZI}-� D E D A A A F F =� QWZ LAVATORY DETAIL THRESHOLD H.M. DOOR DETAIL �� _ '_ O " � _ " 02 Z w E SCALE. 1 1 0 SCALE: 3 1-0 � F- w 5 WWI zWz ` o _ tL' H Q It cv) - QC «a co W nqu W : ry fluw W t [E � 2 01 3 4 \` z A*� ` w w "`a3 SNAP -SEAM METAL ROOF 103 �? PANEL Womens j SNAP -SEAM METAL ROOF a a SCALE: 1/4" = 1'-0" 30# FELT OVER RIGID PANEL Q a a INSULATION RESTROOM VENTILATION -- _—_— POP -RIVET 30# FELT OVER RIGID ......�...� ACCESSORY BOBRICK ACCESSORIES ARE LISTED FOR QUALITY CONTROL PURPOSES SURFACE MOUNTED TOILET SEAT COV DISPENSER, + +'Y NAPKIN DISPO + AND TOILET TISSUE DISPENSER + + r SURFACE DISPENSER AND TOILET TISSUE DISPENSER 11 R SURFACE MOUNTED HAND DRYER BOBRICK i QTILTING MIRROR BOBRICK B-293 SOAP DISPENSER BOBRICK B-2111 r+i BARS, !and 42" BOir . i • •• INSULATION EACH RESTROOM HAS FLOOR AREA OF 200 S.F. -- RIDGE/HIP FLASHING NATURAL VENTILATION OF EACH ROOM ACHIEVED BY PANEL CLIP & FASTENER 4x HEAVY HAVING 1/20th OF FLOOR AREA OPEN AREA. SEALANT TIMBER -- 200 / 1/20 = 10 S.F. OPENINGS REQUIRED. O DOORS INTO EACH ROOM HAVE 24" x 30" LOUVERS TOP AND z BOTTOM OF DOORS (10 S.F. x 50% OPEN = 5 S.F. OPEN PER 2x4 TRIM DooR roe # S03-2004-01 DESIGN RWH JR DRAWN RWH JR DATE 7 SEPTEMBER 2004 SCALE NOTED SHEET A- 3 N 8"x 16" OPENINGS IN BLOCK WALL SPACED @ 3'-4" O.C. 1 (6 OPENINGS @a 128 SQ. INCHES = 768 S.I. = 5.33 S.F.) -' '' �' _j 4x10 FASCIA 5 S.F. OPEN PER DOOR AND 5.33 IN WALL OPENINGS = 10.33 - " ' v Y d W. S.F. (10 S.F. REQUIRED TO BE OPEN PER RESTROOM. 1x3 TRIM Z HERBOLD, JR. m ARCHITECT Z CLOSURE w W/ FASTENER z U � k S (Y) 2522 AQUASANTA A 92782 RIDGE @ METAL ROOFING METAL ROOF EAVE DETAILnA N TU .573.1 28VOI z 714.573.1328 VOICE AR Cly W R. N . 110 RENEWAL ATE 2-28-20 OF CALM iwi�ii ilago kl U) F- 0 r U) z W Q0 w (L 2 0 z Z: oWZ ul — � o oj <0 U) (1) F w z Z W W w uj ui ry F- co Z F,- Cr- cy) E Z (o z 0 ti w w 0 � a. CL rjog # S03-2004-01 DESIGN RWH A DRAWN RWH JR DATE 7 SEPTEMBER 2004 SCALE NOTED SHEET IlL A-4 (SEE DETAILS), 2" SQ. HORIZONTAL RAILS and 1" PICKETTS @ 5" O.C. L_+_� I I E 1 P 10"-01 " 10"-0" 10'-0"" 10"-01' `._.___7 p ❑ ❑ ❑ O p q ❑ ❑ ( ( ❑ p q ❑ ❑ ❑ ❑ q p ❑ ❑ p p q p ❑ ❑ ❑ ❑ q q 1 1 q ❑ ❑ p ❑ ❑ ❑ ❑ ❑ ❑ ❑ q ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ p ❑ ❑ ❑ q q ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ p q ❑ p p ❑ ❑ q 1 1 L--- TYPICAL FENCE ELEVATION and J PLAN I a a A 0 19 gam I PRECAST CONCRETE PRECISION CAPS (20x420), "AASONRY UNITS, SUPPLIED OWNER, INSTALLED CONTRACTOR SQ. SPLIT FACE CONCRETE .O-SUPPLIED OWNER, INSTALLED i - - :CTRIC SWING GATE OPERATOR TE #CSW-200-UL ON CONCRETE 1NDATION, VERIFY EXACT LOCATION 'H GATE OPERATOR SUPPLIER NTED STEEL TUBULAR FENCE, 3" SQ. ,TICAL POSTS SET IN CONC. FOOTING E DETAILS), 2" SQ. HORIZONTAL RAILS 1 " PICKETTS @ 5" O.C. PRECAST CONCRETE PRECISION CAPS (20x4x2O), r O N z w w 0 0 N d z ci cr >Lj a M M 0 0 N a z 0 ERB R. 0. 11073 (P RENEW DATE 2-28 05 Cap-lfo�` z 0 a d O a W J d C.? I— O j 0 � z E- QLli �§ 00 W .W.! W V~3 Z�°' ry .<.j Z 0 Q �WZ;. 0. 06 Z W O ~ U) per„ i- CL W w LIJ ry z Lli C � i'- F- tL' W :!1 r Z J tL 0' W a r�L//-��. VJ z a J F- Z U 0 q a a .IDB# S03-2004-01 DESIGN RWH JR DRAWN RWH JR DATE 7 SEPTEMBER 2004 SCALE NOTED SHEET A-5 I ROY W. HERBOLD, JR. ARCHITECT 2522 AQUASANTA TUSTIN, CA 92782 714.573.1328 VOICE 714.573.1348 FAX AR�'�f� �" X IX tiERBOLD JR. NO. 3 RENEWAL TE 2-28-200 c 1■ Y! � W o W 00 CI? tL' CL z � U oaZ W°= W LIJ Ww zW z I- z W�� Z ui J 6 r a h � h h U U W W as a aL Jos # S03-2004-01 DESIGN RWH JR DRAWN RWH JR DATE - 7 SEPTEMBER 2004 SCALE NOTED SHEET A-6 ROY W. HERBOLD, JR. ARCHITECT 2522 AQUASANTA TUSTIN, CA 92782 714.573.1328 VOICE 714.573.1348 FAX 0 �Awegil A. GENERAL 1. THE STRICTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING 15 FULLY COMPLETED. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SECIUENCE AND TO ENSURE THE. SAFETY OF THE BUILDING AND ITS CCMPCNIE14T PARTS DURING ERECTION THIS INCLUDES THE ADDITION OF WHATEVER SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOIUNJS WATCH MIGHT BE NECESSARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER THE COMPLETION OF THE PROJECT: 2. IT 19 SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. 3. EQUIPMENT FRAMING LOADS, OPENINJGG$ AND STRUCTURE IN ANY WAY RELATED TO HVAC, PLUMBING;, OR ELECTRICAL. REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL OBTAIN APPROVAL OF THE INVOLVED TRADES BEFORE PROCEEDING WITH SUCH PORTION OF THE WORK EXCESS COST RELATED TO VARIATION IN THESE REClUIREMENTS TO BE BORNE BY THE APPROPRIATE CONTRACTOR 4 SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT WITH THESE STRUCTURAL NOTES, TIME SPECIFICATIONS, OR WITH EACH OTHER THE STRICTEST PROVISION SHALT. GOVERN. 5. ALL DIMENSIONS AND ELEVATIONS SHOWN ON TIME STRUCTURAL DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR AND SHALL CONFORM TO THOSE SHOW ON THE ARCHITECTURAL DRAWINGS. B. REINFORCED CONCRETE 1. MATERIALS: A. SPECIFICATIONS: N GENERAL, CGMPI.Y WITH ACI 301-96 "SPECIFICATIONS FOR STRUCTURAL CONCRETE." B STRUCTURAL CONCRETE (I). COMPRESSIVE STRENGTH FOR ALL CAST IN PLACE CONCRETE SHALL BE 3000 PSI. (2). COMPRESSIVE STRENGTH FOR CONCRETE 5AC*1LL BELOW FOOTINGS SHALL BE IWO PSI. C. ALL DEFORMED REIMORCING BARS: FY = (vooW, REWORDING BARS MAY NOT BE WELDED, USE A106 BARS AT ALL WELD LOCATIONS. D. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A& S-8S (SHEET FORM, NOT ROLLED) 2. FIELD MANUAL: PROVIDE AT LEAST ONE COPY OF THE ACI FIELD REFERENCE MA", SP-15, IN THE FIELD OFFICE AT ALL TIMES 3 CONtw3ENCIE3: A. PROVIDE SUPPORTS A$ REQUIRED TO MAINTAIN ALIGNMENT OF SCHEDULED REINFORCING. SUCH, SUPPORTS ARE To BE REFLECTED N THE BID. 4. FOOTINGS: A, DOWELS IN FOOTINGS TO MATCH SIZE AND SPACING OF VERT. WALL REINFOR1CM B PROVIDE LEAN CONCRETE (CLASS IV) UNDER FOUNDATIONS FOR ACCIDENTAL OVER -EXCAVATION, SOFT SPOTS AND TRENCHES S. SPLICES: UNLESS NOTED OTHERWISE, MIN"JM LAP SPLICE LENGTHS TO BE A$ FOLLOWS: A, VERTICAL BARS N WALLS, PIERS, 30 DIAMETER OR COLUMNS (INCLUDING DOWELS) B HORIZONTAL BARS N SLABS t FOOTMG 35 DIAMETER C. HORIZONTAL BARS N WALLS 45 DIAMETER 6. CONSTRI.ICTION JOINTS- 4 PROVIDE CONSTRCTION JONTS AT ALL POUR STOP LOCATIONS ALL CONSTRUCTION JOINTS ARE To BE KEYED. KEY WAYS SHALL BE 11/2" DEEP x 1/3" SLAB THICKNESS. 1. CONCRETE COVER: UNLESS NOTED OTHERWISE, DETAIL REINFORCING TO PROVIDE CONCRETE COVER A$ FOLLOWS: 4 CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED, TO EARTH. 3 IN. 8 CONCRETE EXPOSED TO EARTH OR WEATHER: 2 IN. C CONCRETE NOT EXPOSED TO EARTH OR WEATHER 11/2 X a M16CELLANEOU A, GROUT UNDER COLUMN BASE PLATES $WXL BE NON -SHRINKING TYPE., TIME USE OF LEVELING PLATES AT COLUMN BASES I$ PROHIBITED. GROUT BELOW COLUMN BASE PLATES IS TO BE INSTALLED ONLY AFTER TIME STEEL IS PLUMBED. C. MASONRY t SpEC1FICATIa*_. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF "SPECIFICATIONS FOR MASONRY STRUCTURES (ACT 530.1-95/ PUBUS14ED BY THE AMERICAN CONCRETE NSTITUTE, DETROIT, MICHIGAN, CEPT '� B THE 1 S OF SE TRACT DOCUMENTS. 2. MATERIALS= A. MASONRY ASSEMBLY I$ DESIGNED FOR A F'M OF IAA PSI WITH SPECIAL INSPECT NOT QUIRED g ID). MINIMUM NET AREA 881VE STRENGTH OF CMiI. = IWO PSI. - NORMAL WEIGHT C COARSE MORTARS ASTM C210 rtM 5, (USING THE PROPERTY SPECIFICATION METHOD, PARAGRAPH 32) MINIMUM COMPRESSIVE STRENKsM IWO PSI. D. BOND BEAM AND CORE FILLS ASTM C416, COARSE TYPE. PLACE PER ACI 530J, TABLE 5 E, JOINT REINFORCINC3 MILL GALVANIZED FINISH, 9 GAGE MINIMUM SIDE WIRES AND CROSS WIRES F. BAR REINFORCMCz ASTM A615, GRADE 60. WELDED REBAR REINfFoRCINGS ASTM A106, GRADE 40 G, WIRE TIES AND ANCHORS: RECTANKULAR TYPE, 3/16" DIAMETER WIRE TIES (HOT DIPPED GALVANIZED). 3 REINFORCED MASONRY, WHERE VERTICAL BARS ARE TO BE GROUTED INTO CORES, THE FOLLOWING REGUIREMENTS APPLY: A, PROVIDE DOttEL $ FROM FOOTING, SAME SIZE AND SPA A$ WALL BARS LAP 12 INCHES MINIMUM WITH WALL BAR EMBED INTO FOOTING 9 INCHES S. PROVIDE A CONTINUOUS VERTICAL CAVITY, AT LEAST 3" X 4" N SIZE, FREE OF r '. MORTAR DROPPINS56. � C. PROVIDE REBAR ALIGNMENT DEVICES AT A MAXIMUM SPACING OF 96 BAR DIAMETERS (MINIMUM OF 2 PER BARS N P. AT SPLICES N VERTICAL 13AM 48 DIAMETER LAP. E. ALL REINFORCEMENT MUST BE INSTALLED AND SECURELY ANCHORED N PLACE PRIOR TO PLACEMENT OF GROUT F. MAXIMUM HEIGHT OF GROUT UFt = 4'-00. (LOW LIFT) G. MAXIMUM HEIGHT OF GROUT LIFT * 6'-0`. (HIGH LIFT) k ALL CMIV$ USED IN REINFORCED MASONRY SHALL BE TWO CELL UNITS 4 MISCELLANEOUS:' A ALL MASONRY SHALL BE SOLID GROUTED 13 fnWO DE 1-5 EF AT TM TOP CF ALL W "S PROVIDE 2JS BARS AT THE BOTTOM OF ALL LNTELS C. SET WELD PLATES IN BOND BEAMS, AFTER THE GROUT IS PLACED, BUT WHILE IT IS STILL PLASTIC. D. HOLLOW MASONRY UNITS TO BE LAID WITH FULL MORTAR COVERAGE ON HORIZONTAL AND VERTICAL FACE SHELLS WEBS SMALL ALSO BE BEDDED IN ALL COURSES OF PIERS, COLUMNS, AND PILASTERS, AND IN THE STARTING COURSE ON F OOT WA, AND WHEN ADJACENT To CELLS OR CAVITIES TO BE REINFORCED OR FILLED UPTH CONCRETE OR GROUT. SOLID UNITS TO BE LAID WITH FULL HEAD AND BED JOINTS E. PROVIDE JOINT REINFORCING AT 16 INCHES, EXCEPT AS NOTED. F. LAP JONT REINFORCING 6 NCHES, G. WHERE MASONRY UNITS ARE USED ABOVE HOLLOW UNITS OF A DIFFERENT THIC24NES5, PROVIDE A CONTINUOUS COURSE OF 00% SOLID MASONRY AT LEAST 8 N065 HIGH BELCW TRANSITION. W, LOCATE CONTROL JOINTS AS SHOWN ON PLANS OR AT 42'-0" OJC MAX (WHERE NOT SHO"BUT NOT LESS THAN 2`-0" FROM A BEARING PLATE OR JAMB OF AN OPENING. PLACE BOND BEAM REJNF(JRCEMENT CONTINUOUS THROUGH EXPANSION AND CONTROL JOINTS, WRAPPING BARS WITH 1/8" THICK BOND BREAKING TAPE 2'-0" BOTH SIDES OF JOIN11: DO NOT SPLICE BOND BEAM RENYO RCING WITHIN 6'-0" OF AN EXPANSION JOINT; LOCATION OF CONTROL. JOINTS SHOULD BE COORDINATED WITH THE ARCHITECT. FOUNDATION NOTE S: A, FOUNDATION DESIGNED AS CONVENTIONALLY REINFORCED STRIP FOOTING AMID SLAB ON GRADE. B. FOUNDATION DESIGN BASED ON AN ASSUMED NET ALLOWABLE DEARIING PRESSURE OF I000 PSF AS OUTLINED SY TABLE I8-1-A OF THE UNIFORM SUIL.DIN33 CODE. G. ALL EXTERIOR FOOTINGS TO BEAR MIN, 20" BELOW ADJACENT GRADE. ADJUST BOTTOM OF FOOTINGS AS RE01RED. ALL FOOTING EXCAVATIONS SHALL BE THOROUGHILY COMPACTED PRIOR TO PLACING CONCRETE. EXCAVATIONS SMALL BE FREE OF WATER AT ALL TIMES REPLACE SOFT OR WEAKENED SOIL WITH CLASS TV CONCRETE. D. CONTACT OWNER FOR INSTRUCTIONS PRIOR TO THE CONTINUATION OF WORD SHOULD ANY UNUSUAL CONDITIONS BECOME APPARENT DURING GRADING OR FOUNDATION CONSTRICTION. EXISTING ELEVATIONS AND LOCATIONS TO BE JONTED SWAT L BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRICTIOK 1F THEY DIFFER FROM THOSE SM004 ON THE DRAdItI M, THE CONTRACTOR SMALL NOTIFY THE ENGINEER SO THAT MODIFICATIONS. CAN BE MADE BEFORE PROCEEDING WITH THE WORK E. BACKFILLINSA: 1. BOTH SIDES OF FOUNDATION WALLS SHALL BE BAC.KFILLED SMULTANEOUJSLY SO AS TO PREVENT OVERTURNING OR LATERAL MOVEMENT OF WALLS 2. NO FILL OR BACICFILL SHALL BE SETTLED BY THE USE OF WATER F. SEE ELECTRICAL ITS FOR LOCATIONS OF UNDERGROUND CONDUIT AND FLOOR PENETRATIONS_ G, WE PLUY'1 M PLAN FOR LOCATICNS OF UNDEF43MM PIPMG AND FLOOR PENETRATIONS. *, FOUNDATION PLAN SCALE: 114" = 1'- 0" 0 GENERAL PROJECT NOTES KEYv=vw& rm JV% ru NOTEts: A, ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE BUILDWs CODES AND LOCAL RESTRICTIONS, CONTRACTORS MUST COMPLY 1'-6" WIDE x 2'-0" THICK CONTNUOUS CONCRETE FOOTING WITH (2) 5 BARS WIN CONTRACTOR REGISTRATION REQUIREMENTS OF ALL GOVERNING AUTHORITIES. (D CONTINUOUS TOP AM BOTTOM g STATED DIMENSIONS TAKE PRECEDENCE OVER GRAPHICS, DO NOT SCALE DRAWINGS TO DETERMINE LOCATIONS. THE OWNER SHALL NOT USED BE NOTIFIED OF ANY SUCH DISCREPANCIES PRIOR To CONTINUING WITH WORT C FOR CONTRICTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S APPROVED SWOP DRAWINGS / DATA SHEETS N ACCORDANC S 3 GLASS BLOM PER ARCH WITH THE RWJECT SPECIFICATIONS. 4 6" CONCRETE SLAB WITH 04 AT 24" OC EACH WAY AT MID DEPTH OVER D. APPROVED PLANS SMALL BE KEPT N A PLAN BOX AND SHALL NOT BE USED BY WOR101M ALL CONSTRUCTION SETS SHALL 4" REFLECT SAME 1NIFORMATION. CONTRACTOR SMALL MAINTAINMAINTAINONE COMPLETE SET OF PLANS ON THE PREMISES N GOOD � GRILAR FILL. CONTROL JOINTS AS REQUIRED CONDITION AT ALL TIMES TH16 SMALL INCLUDE ALL ADDENDA AND CHANGE ORDERS 1�! VERTICAL CAL URINAL T 32* C WALL WITH 6" BLOCK AND 5 AT 24" OC m DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS, DRAWINGS AND SPECIFICATIONS ARE NOT INTENDED. THE / VERTICAL AND �5 AT 32" OC HORIZONTAL CONTRACTOR 16 TO CLARIFY ANY SUCH DISCREPANCIES WITH THE OWNER PRIOR TO COMMENCING WORK, V 6'•0" HIGH TOILET PARTITION WALL W1TM 6" BLOCK AND 5 AT 24" OC F.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER $MOM HEREIN OR NOT AND VERTICAL AND �5 AT 32" OC HORIZONTAL TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR THE EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR 7 POUR SLAB THRu OPENING OTHER PROPERTY DAMAGED BY OPERATIONS IN CON,*=ICN WITH THE EXECUTION OF THE WORK 8 : INDICATES LOCATION OF 45 VERTICAL BAR EACH FACE AT MASONRY JAMB a GENERAL CONTRACTOR TO REFER TO THESE DOCUMENTS AS WELL AS SPECIFICATIONS FOR IDENTIFICATION OF ALL OWNER 9 6" HIGH CONCRETE CURB SUPPLIED ITEMS, ALL ITEMS NOT MARKED AS '0 NER SUPPLIED' ARE TO BE SUPPLIED BY GENERAL CONTRACTOR i p SLOE SLABS is FLOOR DRAINS CONTRACTOR TO COORDINATE SLAB ELEVATIONS UNLESS NOTED OTHERUJJSE, ALL ITEMS ARE Ta BE INSTALLED BY GENERAL CONTRACTORJV0 ._,x *-ALL FIELD WELDING TO HAVE CONTINUOUS SPECIAL INSPECTION t SPECiAI.. GTtC'1iM NOTE N ADDITION To THE REGULAR INSPECTIONS, THE FOLLOWING CHECKED ITEMS -WILL ALSO REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH THE UNIFORM BUILDING CODE i THE SPECIAL INSPECTOR SMALL BE EMPLOYED BY THE OILNER, THE ENGINEER OR ARCHITECT OF RECORD OR AN AGENT OF THE OWNER BUT NOT TIME CONTRACTOR � .. OR ANY' ON R PERWNt RESPONSIBLE FOR TIME WORK AND PROVIDE TIME LIMITS FOR SUBMISSION OF REPORTS f�. El Z Q J tQ w Q � = W U } U d.° I__ n% t/3 C � W �ry Q) n" F--- ry ll�Ui MEO' TTU SEPT 3, 2004 10Mi NOTED I s 1 4 0 MICWAEL 0'5RIEN, S.E. 24WI VALLEY RIM TERR LAKE FOREST, CA W630 '549-218-4328 JOINTS TO BE PLACED AT COLUMN CENTERLINES AND CONTINUOUS CONCRETE FOOTIW4.,, AT INTERMEDIATE LOCATIONS TO MAINTAIN A MAX. WITH BARS PER PLAN SPACING OF IV-0", JOINTS, ARE TO BE SAW CUT WITHIN 24 HOURS OF SLAB POUR. SLAB CONSTRUCTION, SEE PLAN CORNER BARS SAME SIZE AND SPACING A;""',, VARIES HORIZONTAL BARS, T.O.S. X x X; > X.—.x JL — ---------------------- - --- ----------- 7!.� ------ ------ --------- --- ----------------- ----------- 7 ---------------- 7 ---- 5AWCUT JOINT CONTROL JOINT job" 11 (0)" 5 SCALE: 3/4" V-0" ------------------ ---- -- ----- ----------------------------------------------- --------- -------------- NOTE: CONSTRUCTION JOINTS SHALL BE PROVIDED SLAB CONSTRUCTION, SEE AT ALL POUR STOPS. ALL CONSTRUCTION JOINTS ARE TO BE KEYED. KEYWAYS SHALL PLAN BE 1 1/2" DEEP x 1/3 THE SLAB THICKNESS. (TYPICAL OVERLAP) VARIES T. 0. S. 2 YT T 6 T p . CONSTRUCTION JOINT TYP. CONC. G.B. CORNER SCALE: 3/4"=V-0" SCALE: 3/4" = V-0" 5" CMU WITH #5 24" CC: VERTICAL AND 05 o 32" OC HORIZONTAL WITH DOWELS TO MATCH Ertl Hit T7 17 (o CONCRETE SLAB PER FL,4N5 0 uIll 100'— �� -_--= -__ - _ ____-_- ===a __ _ TOP SLABIP GRADE BEAM PER— ------ � PLANS HAUNCH AS REQV TO STABILIZE EXCAVATION SEE- FLAN-5 TYP. FOUNDATION DETAIL Sl.l� 2 SCALE: 3/4" V-0" all CMIJ WITH #5 2411 OC /Al VERTICAL AND 15 Q 32" CC HORIZONTAL WITH DOWELS TO MATCH &If CONCRETE SLAB PER PLAN 00' —0" r6l L_­2L --- ------ -- TOP SLAB 777­.-47­7 -------- �7- -- --------- -------------- - �86 GRADE BEAM PER PLANS is 0 q 2 -�54;�_GRAvEL B,4c:rFILL 0 r _LR. 311 CLR PER PLANS FOUNDATION AT INT. WALL Slal,_ 03 -SCALE: 3f 4 = 1 —0" 1/2" EXPANSION JOINT CONCRETE SLAB SEE SITE PLAN FOR PAVERS A 6_1 ----- 4L--- 1! 4 411 PAUNCH AS REQ'D TO 4 4 GRADE BEAM PER STABILIZE EXCAVATION PLANS 41 4 1 CLR. 3" CLR 311 PER PLANS FOUNDATION ATEXT. DOOR 1■1 0 4 SCALE: 3/4" V-0" --- ------- ------- ---- - ------- 721 n CJ F_ Lj n I = cy CL) n t - I Li MICWAEL CBRIEN, 5.E. 24981 VALLEY RIM TERR LAKE FOREST, CA 92630 949-218-4328 I STRUCTURAL NOTES FOR FRAMING A. GENERAL 1. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTNNG AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND TO ENSUIlE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWS WHICH MIGHT BE NECESSARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER THE COMPLETION OF THE PROJECT. `v 2. IT' IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. 3. EQUIPMENT FRAMING LOADS, OPENINGS AND STRUCTURE IN ANY WAY RELATED TO µVAC, PLUMBNNGs, OR ELECTRICAL REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL OBTAIN APPROVAL OF THE INVOLVED TRADES BEFORE PROCEEDING WIT14 SUCH PORTION OF T14E WORK. EXCESS COST RELATED TO VARIATION IN THESE REQUIREMENTS TO BE BORNE BY THE APPROPRIATE CONTRACTOR 4. SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT WITH THESE STRUCTURAL NOTES, THE SPECIFICATIONS, OR WITH EACH OTHER THE STRICTEST PROVISION SHALL GOVERN. 5. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR AND SHALL COAFORM TO THOSE SWM ON THE ARCHITECTURAL DRAWINGS. B. GOVERNING CODE: 2001 CALIFORNIA BUILDING CODE. 1. ROOF SNOW LOADS A. NO SNOW LOAD 2. ROOF LIVE LOADS A. MINIMUM ROOF LIVE LOAD = 28 FOR (TABLE 16019 B. DESIGN ROOF LIVE LOAD = 28 PSF. + DRIFT (ASCE 1-W SECTION 13) 3. WIND LOADS A. BASIC WIND SPEED a 10 MPH S. WIND LOAD IMPORTANCE FACTOR = 1.0 T C. WIND EXPOSURE CATEGORY C FOR MAIN WINDFORCE-RESISTING SYSTEM 4. SEISMIC DESIGN DATA: -. A: SEISMIC ZONE = 4 B. SOIL PROFILE TYPE = Sol (ASSUMED) C. NEAR SOURCE FACTOR NA = 1.0 D. SEISMIC COEFFICIENT Ca = OA4 E. SEISMIC IMPORTANCE FACTO (1) = 1.0 F. STRUCTURAL FRAMNNG AND SEISMIC RESISTING SYSTEM: BEARING WALL SYSTEM WITM ORDINARY REINFORCED MASONRY SHEAR WALLS Cx.. SEISMIC ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE. C. STRUCTURAL STEEL 1. MATERIALS: A. STRUCTURAL STEEL- BEAMS: A$TM A992, FY = 50 KSI: ALL OTHER: ASTM A36, FY a 36 KSI: ALL BOLTS. ASTM A301 OR A36 ELECTRODES: SERIES EIV; STRUCTURAL PIPES: A$TM A53 OR A501, FY a 35 KSI MIN.- SQUARE 4 RECTANGULAR TUBING. ASTM A500, FY = 46 KSI: EXPANSION BOLTS: HILT( IMIK BOLTS if" OR APPROVED EQUAL. g 2. SPECIFICATIONS: WELDING PERSONNEL AND PROCEDURES ARE TO BE QUALIFIED PER AWS DU. UNLESS SPECIFICALLY SHC)tiN OTHERWISE, DESIGN, FABRICATION AND ERECTION TO BE GOVERNED BY: A. AiSC SPECIFICATION FOR STRUCTURAL STEEL BWLOINGS (JUNE 1,1989). B. AISC CODE OF STANDARD PRACTICE (SEPTEMBER 1, I986). C. STRUCTURAL WELONG CODE, AWS DI.!-98 OF THE AMERICAN WELDING; SOCIETY, D. SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS 3. PAINT: A. ALL STEEL TO RECEIVE SHOP PRIMER MIN. I COAT 4. GALVANIZING: ALL SHELF ANGLES, LINTEL$ IN EXTERIOR WALLS, ALL EXTERIOR STEEL EXPOSED TO THE ELEMENTS, AND ALL ITEMS INDICATED ON THE DRAWINGS AS "GALVANIZED" WALL BE GALVANIZED. 5. MISCELLANEOUS: A, PROVIDE HOLES FOR OTHERS IF OPENING iS NOT SWM ON THE STRUCTURAL DRAWINGS, OBTAIN PRIOR APPROVAL. Ira STEEL SUPPORTING; OR CONNECTED TO HVAC AND OTHER EQUIPMENT AND ROOF OPENINGS AS SHOWN ON THE DRAWINGS iS SHOW FOR BIDDING, PURPOSES ONLY. CONTRACTOR SHALL RECONCILE EXACT SIZE AND LOCATION BEFORE PROCEEDING WITH HIS WORK C. THE USE OF LEVELING PLATE$ AT COLUMN BASES 1$ PROHIBITED. SEE THE REINFORCED CONCRETE NOTES ON SHEET $12 FOR GROUT 4 GROUTING REC UIRSMENTS. D. STEEL BELOW GRADE TO BE PROTECTED BY A MIN. OF 3 INCHES OF CONCRETE, E. PROVIDE 1/4 INCH THICK SETTING PLATES FOR ALL BEAMS BEARING ON MASONRY WHICH DO NOT REOJIRE A BEARING PLATE. F PROVIDE SHOP WELDED ANCHORS FOR ATTACHMENTS OF MASONRY. SPACING; TO BE 16 INCHES, ON COLUMNS AND BEAMS G. PROVIDE HEAVY WASHER AND NUT AT ALL ANCHOR BOLTS (BOTH ENDS). W. FINISH ENDS OF ALL COLUMNS, STIFFENERS AND ALL OTHER MEMBERS IN DIRECT BEARING. J. EMBEDMENT LENGTH OF EXPANSION BOLTS INTO SOLID MASONRY OR CONCRETE SHALL BE AS FOLLOWS: 1/2 INCH DIAMETER BOLTS --- 3 1/2 INCHES EMBEDMENT 3/4 INCH DIAMETER BOLTS --- 5 INCHES EMBEDMENT L. MIN" BEAM BEARING ON MASONRY a 8 INCHES UNLESS NOTED OTHERWISE. M. ANCHOR BOLTS AT STEEL COLUMN BASES ARE NOT DESIGNED TO PROVIDE, AND WILL NOT PROVIDE, STABILITY FOR THE STEEL FRAME DURING ERECTION. D. WELDING: L REFERENCES: AWS DU-86 - "STRUCTURAL WELDING CODE - STEEL" AWS 013-81 - "STRUCTURAL WELDING CODE - SHEET STEEL" ALL WELDING BY AS QUALIFIED OPERATORS. E. STRUCTURAL LUMBER L A, STRUCTURAL LU"1BER: MINIMUM PROPERTIES OF HEM -FIR No. 2 PER THE ISSI NATIONAL DESIGN SPECIFICATION. OTHER ACCEPTABLE No. 2 SPECIES 5 INCLUDED SPRUCE -PINE -FIR, DOUGLAS FIR -LARCH, AND SOUTHERN PINE. B PLYWOOD: ROOF SHEAT14M 5 PLY 51V GRADE C-D PLUGGED PANEL EXPOSURE I WITH EXTERIOR GLUE WITH A MINN'11M APA SPAN RATING OF 32/16 INSTALLED WITH PLYWOOD CLIPS EXTERIOR WALL SHEATT- M 5/8" EXTERIOR PANEL. GRADE C-D PLUGGED EXPOSURE I WITH EXTERIOR GLUE UT14 A MINIMUM APA SPAN RATING OF 24/0 2:- SPECIFICATIONS: UNLESS SPECIFICALLY SHO(>iN OTHERWISE, DESIGN, FABRICATION AND ERECTION SMALL. BE GOVERNED BY THE LATEST REVISIONS OR: A. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION B Ua. PRODUCT STANDARD PS -I 3. CONNECTIONS: A. JOISTS/Ti'WSES TO TOPS OF WALLS: 18 GA. GALVANIZED 14UMCANE ANCHORS, UNA. B PLYWOOD TO ROOF TRUSSES OR RAFTERS: NAILED, USE Sd RNNG SHANK NAILS AT 6 INCHES O/C AT PANEL EDGE$ AND 12 INCHES C/C AT INTERMEDIATE SUPPORTS PROVIDE PLYWOOD CLIPS AT MID -SPAN OF PLYWOOD BETWEEN SUPPORTS. 4. MISCELLANEOUS: A. PROVIDE AND INSTALL BRIDGMG FOR PREFABRICATED WOOD TRUSSES AS INDICATED ON THE TRUSS MANUFACTURER'S SHOP DRAWINGS F. ABBREVIATIONS: T a TOP TDO. • TOP OF WALL ELEVATIONS B a BOTTOM 6.0a. $ SLAB ON GRADE CMIL a CONCRETE MASONRY UNIT WNF. = WELDED WIRE FABRIC r EI : = EACH FACE UNO. = UNLESS NOTED OTHERWISE 5 E.W.= EACH WAY TYP = TYPICAL E.E. = EACH END T,B. a TRUSS BEARING; ELEVATION O.C. = ON CENTER J.B. = JOIST BEARING ELEVATION TAP_ a TOP OF FOOTING ELEVATION L.L v = LONG LEG VERTICAL TA,S a TOP OF SLAB ELEVATION CONT � 23 ROOF ANCHOR ` 48" O.C. H2s EA. i LEDGER WITH 5/8" 113.0 24" O.C. MAX ROOF JOIST PER PLAN ,___�,2X FASCIA 3x8 PT. TOP PLATES WITH 518" # x 10" ANCHOR BOLTS * 32" OTC. __—CMU WALL WITH 2- 05 AT TOP FRAMING DETAIL 1/4r SCALE: KwEY"ED NOTES. 1/2" STRUCT i EXTERIOR GRADE SHEATHING (32/16) UNBLOCKED 3/8" F WJ 4 - 3/4" WITH CLIPS WITH 10d NAILS AT 6" OC AT EDGES AND 12" OC ea.Ts. FIELD. VARIES, 1 1/2" 1 1/2 s" 1 ` ! W NOMINAL MASONRY WALL WITH $5 VERTICAL BARS AT 24" OZ. AND HORIZONTAL BARS AT 32" O.C. UNLESS NOTED OTHERWISE. j' CONT 3 2X8 JOISTS AT 24" OC 4 4X12 RIDGE BEAM 5 OPEN TO ABOVE 6 CMU LINTEL tom, CONC. 7 16" THICK CMU LINTEL eI.Oat J 8 ROOF ANCHOR 3/18 V WAIT. 9 4X6 SOFFIT BEAM BELOW w/ 2X6 a 16" OC SOFFIT FRAMING U W. W/ 2 - 3/4" 0 ELEVATION I BOLTS. SECTION B FRAMING DETAIL SCALE: SHEATHING AT -- INTERIOR CONDITION 2xI2 FASCIA AT EXTERIOR CONDITION ONLY o% FRAMING; _ DETAIL %J SCALE: D RIDGE DETAIL 16d * 12" OL. 3x PT. TOP PLATE$ WITH 501 OxIO" ANCHOR BOLTS a 48" O,C. DAPPED IN ANCHOR BOLTS Bx MSTA 24 448"OL MAX 2x BLOCKING 1-125 EA. SIDE - RIDGE BEAM PER PLANS i W I 5'-4" 15'-4" 6'-V M.O. r 5'-2" V-2" 10 IS'-4" Won, IP110115 ,73Y"o- L__:._.1 16" GMU Wl 05 F VERTICAL BARS AT J 24" OC EACH COURSE AND 05 HORIZONTAL £: BARS AT 32" OC EACH 2x BLOCKING WITH LS90 EA. BAY OVER LINTEL COURSE PLUS TOP BOTTOM 3x PT TOP PLATE WITH 518" # 10" A.B 0 24" OC 04 TIE * 32" OZ;------- (3 MN.) VERTICAL PLUS TOP 4 BOTTOM COURSE (2) r5 CONT.- --- 2x6 LEDGER WITH (3) 5/8" It ANCHOR BOLTS FOR INFO NOT SHOWN SEE DETAIL C E LINTEL/SOFFIT DETAIL � WALL SECTION SCALE: SCALE: � v � !' � a ,r 2X6 I6�&_.,ct•r CL�AMtIV 4x6 SOFFIT B.O. SOFFIT W. LINTEL F SOFFIT BEAM DETAIL SCALE: WALL SCALE: R DETAIL 5K MSTA24 STRAP 412 SU< HD-2A (OR ZONE 4 T2 244) 1/4"x3" 60 WASHER WITH NUT. EA. SIDE FOR INFO NOT SHOM SEE DETAIL C i• MEOI >�M 1 SEPT 3, 2004 NU NOTED �S260.10 /0 .. ON MIGNAEL O'DRIEN, S.E. 24WI VALLEY RIM TERR LAKE FOREST, CA W &3Q %B-218-4328 Il'-411 SCOREBOARD ELEVATION and PLAN m SCALE; 1/2' = 1 1-00 w 4t-6 11 (-j FENCE BY OTHERS 4L mr 4L 7- 7 6x12 OR 5 116 x 10 14 GLB WITI4 C IT e," CONCRETE SLAB ON GRADE w/ 04 REBAR tv 16" O.C. % EACH WAY 2x6 a 24" O.C. -0 RAWING5 SEE CIVIL D FOR FINISH FLOOR I /I IL/ ELEVATIONS C-C SECTION C-C .. ....... . 7 7 ii 7 25'-411 NOTE: ALIGN BACK OF TUBE WITH REAR FACE OF CMU SPLINE WALL BELOW. SECTION A -A T DUGOUT PLAN (2) ibd PA. RAFTER NO NOTCH 2x10 (2) Irod TOE NAILS EA. RAFTER I(od 12" SIMP50N P2.5 EA. RAFTER EA. ENE) AF bx12 OR 5 1/8 x 10 1/2"-,--­-- 2 x SLC;c�G EA. BAY GL5 WITH C=112" FLU5P WITH BEAM FACE 2x1b -4 24" O.G. #5 e 24" O.C. V 15 s 32" O.G. q 15 E-F AT 'JAM55 6" SLAB W/ $4 'a I(o" r. Q.G. E.W. WITH HOOKED ENDS SLOPE 01. ---------- [Y-- 777 1 (2) $14 T45 14 1211 2411 MIN. M1N. mxololwm 1/2" PLYWOOD W/ 106 0 6" O.G. AND 0 12" O.C. IN FIELD B.N. --2x]O --(2) Ir od EA. RAFTER [Cvd a 12" O.G. -3x8 FT. TOP PLATES WITH 0 x 10" ANCHOR BOLTS S 46" O.G. GrIU WALL WITH 2- #5 AT *,*OF:' DUGOUT SECTION I(od -a 12" O.C. 3x FT. TOP PLATES WITH 5/8" Ox10" ANCHOR BOLTS s 4611 Q.C. DAPPED IN SCALE 1/2* = 1 $—On I ol t 2(p ,107 5/16" U- PLATE W/ (2) 3/4" 0 M.B. IN I" 7 VERTICAL SLOTTED • POLES AND (1) 3/4" to 12" LONG STUD 17 SECTION D-D (2) 03 HAIRPINS X 24" LONG n LJ CL 75 CIO rY u in m# MEO'rMAWN x6EFT 3, 2004 WAM I NOTED SHMT MICHAEL O'BRIEN, 5.E. 2498I VALLEY RIM TERR LAKE FORE5T, C-AN630 949-215-4325 1 SCALE: 1/2* = 1 $—On l TYPICAL FENCE ELEVATION and PLAN ENTRY GATES ELEVATION and PLAIN WAFE CM PILASTER WITI{ 5 AT EAC4 CORNER AND 03 TIES OC PLILL FIEIGW SHARE MIN X 10TNICK CONCRETE FOOTING UTI# 5 SARS ' OC EACW WAY. TOP OF FOOTING Ib" MIN BELOW GRADE. E PER ARCATECT AND 03 F M$ AT14 (4) 5 TWE Ul t� MEO' iMMAI ItMAi SEPT 3, 2004 s NOTED 4,1 ol s.ar [LAKE IGNAEL O`BRIEN, S.E. 4WI VALLEY RIM TERR FOREST, CA 9263G. _ __ - 18-4328 101 0 3AV \j�yVN3C[aSVd n (.j . NlIsnl 'N F� 'IS IST '3 M <>— OU09 F- �p l� W Lam! 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