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HomeMy WebLinkAbout10147341.pdf7FA 1 0 F�Z R A 1W %S ARIV ED FORCES CAREER CENTER Jeffrey Rome & Associates, Inc. Architecture & Telecommunications 260 Newport Center Drive, Suite 360 Newport Beach, California 92660 2142 NORTH TUSTI N AVEN U Ynnrc PROPRIETARY INFORMATION C THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PATE PROPRIETARY BY NATURE. ANY USE 6 AL 4A OR DISCLOSURE OTHER THAN THAT SANTA ANA CALIFORNIA A A row g a Pr. WHICH RELATES TO JEFFREY ROME AND ASSOCIATES IS STRICTLY PROHIBITED. 1. PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR SHALL EXAMINE & AND H.B. HOSE BIBB TRD. TREAD SAN D�OM�PRL AR LEGAL DESCRIPTION: T-1 TITLE SHEET THE EXISTING CONDITIONS OF THE SITE AND PORTIONS THEREOF EARTH T S WHICH WILL AFFECT HIS WORK AND COMPARE IT WITH THE 0 AT H.C. HOLLOW CORE T.O.C. TOP OF CURB STUC A YER NOT AVAILABLE AT THIS TIME. A-0 SITE PLAN I POUND OR NUMBER HDWD. HARDWOOD TEL. TELEPHONE I I I :D A CONSTRUCTION DOCUMENTS TO VERIFY THE SCOPE OF WORK. ANY E� EXISTING HDWE. HARDWARE T & G TONGUE AND A-1 FLOOR PLAN CONFLICTS, DISCREPANCIES, QUESTIONS OR OMISSIONS WITHIN OR N NEW H.M. HOLLOW METAL GROOVE EASEMENTS: A-1.1 FLOOR PLAN GENERAL NOTES ABOUT THE CONSTRUCTION DOCUMENTS AND FIELD CONDITIONS SHALL HORIZ. HORIZONTAL THK. THICK ROCK FILL CONCRETE A-2 REFLECTED CEILING PLAN BE REPORTED TO OWNER OR THE ARCHITECT BEFORE ACOUS. ACOUSTICAL HR. HOUR T.O.P. TOP OF PAVEMENT NOT AVAILABLE AT THIS TIME. A-2.1 ROOF PLAN C-0208 PROCEEDING WITH ANY WORK. A.B. ANCHOR BOLT HGT. HEIGHT T.O.S. TOP OF SLAB A-3 DETAILS A.C. AIR CONDITIONING T.O.W. TOP OF WALL METAL GLASS (SMALL SCALE) A-4 ENLARGED TOILET FLOOR PLAN, DETAILS, AND NOTES 2. CONSTRUCTION DOCUMENTS ARE INTENDED TO SHOW END RESULT. (SMALL SCALE/SHEET METAL) SITE IMPROVEMENT STATUS: A.D. AREA DRAIN I.D. INSIDE DIAMETER T.V. TELEVISION ... ....... A-5 SECTION IF ANY PLAN, DETAIL OR SPECIFICATION IS FOUND BY THE ADJ. ADJUSTABLE (DIM.) TYP. TYPICAL NONE REQUIRED AT THIS TIME. CONTRACTOR TO BE UNSOUND, UNSAFE, NOT WATERPROOF OR NOT AGGR. AGGREGATE INSUL. INSULATION STEEL WITHIN CUSTOMARY TRADE PRACTICE HE SHALL NOTIFY THE AL. ALUMINUM INT. INTERIOR UNF. UNFINISHED GYPSUM BOARD ARCHITECT OR OWNER. MINOR MODIFICATIONS OF APPROX. APPROXIMATE U.N.O. UNLESS NOTED S-1 STRUCTURAL PLANS PLANS AND DETAILS MAY BE REQUIRED AND SHALL BE INCLUDED IN ARCH. ARCHITECTURAL JAN. JANITOR OTHERWISE ASPHALT CONCRETE S-2 STRUCTURAL PLANS -3 STRUCTURAL PLANS THE SCOPE OF WORK. ASPH. ASPHALT JT. JOINT INSULATION (BATT) S VERT. VERTICAL AVE. AVENUE S-4 STRUCTURAL PLANS 3. ALL WORK LISTED, SHOWN OR IMPLIED ON ANY CONSTRUCTION KIT. KITCHEN VEST. VESTIBULE CONCRETE MASONRY S-5 STRUCTURAL PLANS DOCUMENTS SHALL BE SUPPLIED AND INSTALLED BY THE GENERAL BD. BOARD LAB. LABORATORY INSULATION (RIGID) L CONTRACTOR EXCEPT THE FOLLOWING AND SHOWN ON THE BLD'G. BUILDING LAM. LAMINATE W. WEST E's ELECTRICAL PLANS CONSTRUCTION DOCUMENTS FOR COORDINATION ONLY. BLK. BLOCK LAV. LAVATORY W/ WITH TILE BLK'G. BLOCKING LT. LIGHT W.C. WATER CLOSET CARPET M's MECHANICAL PLANS,,- Lehdws Consbudon, Inc. 4. THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT, CITY BM. BEAM WD. WOOD APPROVED, AND COMPLETE, ALL REVISIONS (LATEST REVISIONS) BN. BOUNDARY NAILING MAX. MAXIMUM W/O WITHOUT WOOD (FINISHED) SET OF CONSTRUCTION DOCUMENTS ON THE JOB SITE DURING ALL ACOUSTICAL TILE -7400 BOT. BOTTOM MAS. MASONRY W.H. WATER HEATER PHASES OF CONSTRUCTION AND SHALL PROVIDE ALL M.C. MEDICINE CABINET Wp, WATERPROOF . .... SUB -CONTRACTORS WITH CURRENT CONSTRUCTION DOCUMENTS AS CAB. CABINET MECH. MECHANICAL WSCT. WAINSCOT WOOD FRAMING REQUIRED. THE JOB SITE SET OF DOCUMENTS ARE TO BE ON A E::::= STUD PARTITION MEMB. MEMBRANE C.B. CATCH BASIN WT. WEIGHT (CONTINUOUS) PLAN DESK LOCATED IN THE SPACE BEING CONSTRUCTED. CEM. CEMENT MET. METAL APPROVALS CER. CERAMIC MFR. MANUFACTURER 5. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS IN THE FIELD C.I. CAST IRON MH. MANHOLE WOOD FRAMING PLYWOOD PRIOR TO ANY ON OR OFF SITE FABRICATION AND MATERIAL CLG. CEILING MIN. MINIMUM (BLOCKING) TAKEOFFS. CLKG. CALKING MIR. MIRROR S�, �\__c CLO. CLOSET misc. MISCELLANEOUS 6. THE CONTRACTOR SHALL PAY FOR AND OBTAIN ALL PERMITS, CLR. CLEAR M.O. MASONRY OPENING TENANT LICENSES AND INSPECTIONS REQUIRED BY THE GOVERNING ENTITY(S) COL COLUMN MT'L. MATERIAL MATERIAL LEGEND (1 SITE DATA SHEETINDEX R ECEIVE HAVING CONTROL OVER THIS PROJECT. OWNER WILL CONC. CONCRETE MTD. MOUNTED 2005 REIMBURSE CONTRACTOR FOR THE COST OF ALL PERMITS. CONN. CONNECTION MUL. MULLION JAN 21 . / |M� CONTRACTOR SHALL �UNOV� ALL NU��|SM AND �A�[� MATERIALS CONT. . CONTINUOUS N. NORTH � ON AT LEAST A DAILY BASIS OF ALL SUB —CONTRACTORS AND TRADES, CORR. CORRIDOR N.I.C. NOT IN CONTRACT AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING TO CTSN^ COUNTERSUNK NO. OQ'' � NUMBER DIRT,pREVENT ANY D|�DEBRIS OR DUST FROM AFFECTING ANY FINISHED CNTR. COUNTER NDM. NOMINAL AREAS IN OR OUTSIDE THE JOB SITE. ALL AREAS AFFECTED BY CTR' CENTER N.T.S. NOT TO SCALE CONSTRUCTION SHALL BE LEFT IN A CLEAN BROOM FINISH AT THE END OF EACH DAY. DBL DOUBLE O.A. OVERALL DEPT. DEPARTMENT OBS. OBSCURE 8' THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE BUILDING D.F. DRINKING FOUNTAIN D.C. ON CENTER AND OWNER'S PROPERTY DURING CONSTRUCTION. DkA. DIAMETER O.D. OUTSIDE DIAMETER ANY DAMAGE TO PROPERTY SHALL BE REPAIRED AND OR REPLACED AT DIM. DIMENSION THE DISCRETION OF THE PROPERTY OWNER'S AND OR THE AGENTS AT D|Sp^ DISPENSER 0PEN'G. OPENING THE EXPENSE OF THE CONTRACTOR. ANY PROPERTY REMOVED DURING DN. DOWN Opp. OPPOSITE DEMOLITION SHALL BE RETURNED TO THE BUILDING OWNER UNLESS D.O. DOOR OPENING NOTED OTHERWISE. DR. DOOR PRCST. PRE —CAST DS. DOWNSPOUT PL. PLATE 8, THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, pQVVER AND D.S.P. DRY STANDPIPE PAAW. PLASTIC LAMINATE TOILET FACILITIES AS REQUIRED BY THE C|TY, GOVERNING AGENCY DTL DETAIL PLAS' PLASTER AND OR THE BUILDING OWNER. 0@G^ DRAWING PLYvD. PLYWOOD D0R. DRAWER PR' RNQ 1D'THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PT. POINT U PRIOR TO STARTING CONSTRUCTION WHETHER SHOWN OR NOT ON E. �S[ pTN' PARTITION Q � N WOK wo am jNEWWfflW8M EXISTING GRADE PVC. POLYVINYL E.G. GUY BELCORE CENTER TELEPHONE 714-838-8224 1 1.THE CONTRACTOR TO PROVIDE U.L. LISTED OR FIRE MARSHALL E.J. EXPANSION JOINT CHLORIDE APPROVED MATERIALS TO SEAL PENETRATIONS THROUGH FIRE RATED EL. ELEVATION FAX TBD ASSEMBLIES. ELEC. ELECTRICAL Q.T. QUARRY TILE THE GRID IS A GUIDE TO LOCATE ALL INFORMATION SHOWN ON THE N ?,)1ed.AWi44,e VAli Af H 12.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, ELEV. ELEVATION ARCHITECTURAL SHEETS. ALL REFERENCES, 1 THRUOGH 20, ARE TYPICAL /�4r�vic-4 � 2142 NORTH TUSTIN AVENUE EMER. EMERGENCY R. RISER ON ALL THE SHEETS. SANTA ANA u4 BACKING, FRAMING, HANGARS OR OTHER SUPPORT AS REQUIRED FOR E.N. EDGE NAILING RAD. RADIUS I SANTA ANA, CALIFORNIA WORK SHOWN ON THESE CONSTRUCTION DOCUMENTS. ENCL. ENCLOSURE R.D. ROOF DRAIN 7Ye4v1A4 -1-b 17 E.P. ELECTRICAL REF. REFERENCE 13.THE CONTRACTOR SHALL GUARANTEE ALL LABOR AND MATERIALS FOR PANELBOARD REF'G. REFRIGERATOR ONE YEAR AFTER THE COMPLETION AND ACCEPTANCE OF WORK PER EQ. EQUAL RF'G. ROOFING ORANGE COUNTY THESE CONSTRUCTION DOCUMENTS EXCEPT FOR ROOFING. THE SHEET LAYOUT C1 1 VICINITY MAP PROJECT TEAM 3 EQPT. EQUIPMENT RGTR. REGISTER ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE AGREEMENT EXSTG. EXISTING REINF. REINFORCED CO -SIGNED BY THE GENERAL CONTRACTOR TO MAINTAIN THE ROOFING EXPO. EXPOSED REQ. REQUIRED WE, THE TENANT HAVE REVIEWED THE PLANS WHICH ARE COMPOSED OF CONTACT PERSON: GUY BELCORE DRAWING DATES MODIFIED DURING CONSTRUCTION IN A WATERTIGHT CONDITION FOR EXP. EXPANSION RESIL. RESILIENT Fl-071 ROOM IDENTIFICATION A REVISION DELTA SHEETS 1 - 6. THEY REPRESENT THE SCOPE OF WORK THAT WE DESIRE. TELEPHONE 714-838-8224 11/16/04 PRELIM DESIGN REVIEW (P5-Bl) A PERIOD OF TWO YEARS STARTING AFTER THE TIME OF SUBSTANTIAL EXT. EX7ERIOR RET__ INING 01/10/05 ISSUED FOR USE (P5-B2) COMPLETION. REV-; REVISION ZONING: NOT VERIFIED AT THIS TIME F.A. FIRE ALARM RM. ROOM F.D. FLOOR DRAIN R.O. ROUGH OPENING MAIN DOOR CONTROL POINT 0 R DATU M TENANT APPROVAL: EXISTING OCCUPANCY: M FDN. FOUNDATION RWD-.- REDWOOD PROPOSED OCCUPANCY: B TENANT DATE F.E. FIRE EXTINGUISHER FIRE DEPARTMENT NOTES: F.G. FINISH GRADE S. SOUTH CONSTRUCTION TYPE: TYPE V-N NO SPRINKLERS F.N. FACE NAILING S.C. 'SOUD CORE SECONDARY DOOR SHEET KEYNOTE SCHEDULE FIN. FINISH SCHED. S TENANT DATE CODES: ALL WORK SHALL CONFORM TO ALL LOCAL, STATE, FEDERAL AND 1 PROVIDE ADDRESS/SUITE NUBERS AT LEAST SIX (6) INCHES HIGH, FL. FLOOR SECT. SECTION OSHA CODES INCLUDING THE 2001 CBC WITH CITY OF SANTA ANA WHICH SHALL BE PLAINLY VISIBLE FROM ROADWAY. AMENDMENTS, 2000 U.B.C., U.M.C., V,.P.C. I -AND 209 -N�E, FLOUR. FLUORESCENT SHR. SHOWER RESTRICTIVE CODES WILL GOVERN. 2. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE A SHEET TITLE F.O.C. FACE OF CONCRETE SHT. SHEET BUILDING SECTION 4 2 INTERIOR ELEVATION OF A KEY OR ANY SPECIAL KNOWLEDGE OF EFFORT. PROVIDE F.O.F. FACE OF FINISH :SHTN,'Q,, 11%',$H�ATHING < SELF -RELEASING LOCKING DEVICES ON EXIT DOORS. F.O.M. FACE OF MASONRY :SIM­­,­-SIMILAR F.O.S. FACE OF STUDS ­5 ­, U11 , , 3 TENANT DATE 3. A SIGN THAT READS "THIS DOOR TO REMAIN UNLOCKED DURING ' , PEC. SPECIFICATION SCOPE OF WORK: THE APPROXIMATE SQUARE FOOTAGE OF THE TENANT FPRF. FIREPROOF SQ. SOU'ARE IMPROVEMENT AREA IS 5,000 S.F. TITLE SHEET BUSINESS HOURS" WITH A MINIMUM ONE (1) INCH LE17ERS SHALL BE F.S. FULL SIZE SST. STAINLESS STEEL PROVIDED ADJACENT TO EXIT DOOR. FT. FOOT OR FEET SINK ^3 WALL SECTION STRUCTURAL GRID REFERENCE Fr'G. FOOTING ST. STREET �, �5 (NUMBERS VERTICLE @ RIGHT TENANT COMMENTS: 4. "EXIT" SIGNS SHALL BE IN BLOCK LETTER, A MINIMUM OF SIX (6) FURR'G. FURRING STA. STATION OF PLAN) INCHES HIGH WITH A STROKE OF NOT LESS THAN 3/4 INCH. STD. STANDARD LUMINANCE ON FACE OF SIGN SHALL BE 50 LUX. GA. GAUGE STL. STEEL GALV. GALVANIZED RAGE 5. "EXIT" SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND ENERGIZED G.B. GRAB BAR STRL. STRUCTURAL GENERAL DETAIL STRUCTURAL GRID REFERENCE U tA-- SUSP. SUSPENDED (LETTERS HORIZONTAL 0 TOP FROM SEPERATE CIRCUITS. SHOW ON ELECTRICAL PLAN(S). ONE OF GL. GLASS W 0 v,_,1';,",� I THE ABOVE CIRCUITS SHALL BE PART OF THE EMERGENCY LIGHTING GND. GROUND SYM. SYMMETRICAL OF PLAN) GRD. GRADE GYP. GYPSUM 1�vM 9AVIek kr� rAc,,mS1. T�l CGENERAL NOTES C2 01 ABBREVIATIONS (1 SYMBOX LEGEND (12) TENANT APPROVAL (81 PROJECT DATA v SITE PLAN KEYNOTE LEGEND (N) TENANT IMPROVEMENT FOR ARMED FORCES CAREER CENTER. (E) ONE STORY BUILDING. 3 (E) PARKING. (E) PROPERTY LINE. (E) ACCESSIBLE PARKING SPACE WITH SIGNAGE AND ACCESS AISLE. STALL IS 9'-0" WIDE x 18'-0" MIN. IN DEPTH AND HAS A 5'-0" WIDE MIN. ACCESSIBLE STALL AISLE. (E) STRIPED ACCES WAY FROM ACCESSIBLE PARKING STALL TO CURB RAMP. 7 (E) ACCESSIBLE ASPHALT CURB RAMP. (E) STORE ENTRANCE DOORS 36" WIDE WITH 10" KICK AND ACCESSIBLE THRESHOLD. (E) BASS WORLD RETAIL SPACE. 10 (E) 10'-0" WIDE BARRIER FREE ACCESS PATH OF, TRAVEL TO STORE ENTRANCE. 9 1 TUSTIN AVENUE (0. 1'W'WM -41N 1053 c, Mtt4 wx *A T*'WD gttLt 15"t twi c t S ts, 5c: f9,C*n y-ti- p*t"fi5. qZIriUQt. 4--. S't?�QZ,+tt(o y tom. t�PP�Stt� IC-� t CP- \)5c t�f }�!►�"{ t`i l tt � `� C*-- Cc ►A 15 uc- { ,fiE�v�aS f � ` iA4vt, f ftS IG;S r ft-') f ?1 bum t tcv�t� s �st4�t u. NOTES U "'F Ft.rr. LIGHT AND VENTILATION PER CBC SECTION 1202. MINIMUM OF 15 CFM OF OUTSIDE AIR PER OCCUPANT IS REQUIRED FOR VENTILATION. { SITE PLAN 1 SCALE: 1 "-40' 0"-, l G7_\ Jeffrey Rome & Associates, Inc. Architecture & Telecommunications 260 Newport Center Drive, Suite 360 Newport Beach, California 92660 Phone: 949 760-3929 Fax: (949) 760-3931 '.R i 0•* a XMI 0• THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO JEFFREY ROME AND ASSOCIATES IS STRICTLY PROHIBITED. AR fT C-020 6 �A CJ Sj FEB. 2`0 mcgi Lehrbm Consta'udon, Inc. 22343 Lo Palma Avenue, Suite 107 Yorba Linda, California 92887 Phone: (714) 692-7400 Fax: (714) 692-2902 TENANT WIEM0111 a mow' a "V R 2142 NORTH TUSTIN AVENUE SANTA ANA, CALIFORNIA ORANGE COUNTY DRAWING DATES 11/16/04 PRELIM DESIGN REVIEW (P5—B1) 01/10/05 ISSUED FOR USE (P5—B2) SHEET TITLE muggau"ZI N O n_ 0 a LO a LO 0 0 W 0 a- LO J 0 �. FLOOR KEYNOTE. (1 (N) CARPET, PAD AND BASE. SEAL AND OR FILL ALL CRACKS. SEE FLOOR PLAN GENERAL NOTES "C" FOR DEPARTMENT SPECIFICATIONS; SEE SHEET A-1.1. ALL ROOMS CARPET EXCEPT TOILET, LOBBY AND HALLWAY TILE. STORAGE ROOMS TO BE 12X12 VCT, MIN. THICKNESS .08. COLOR TO BE MANNINGTON COMMERCIAL ESSENTIALS #141, COOL WHITE. USE MATCHING BASE FROM ADJOINING OFFICES. (2 (E) BUILDING DRIP LINE. 23 (N) HUNTER DOUGLAS, 127 LINEN FLIRT MINIBLINDS SHALL BE INSTALLED AT EACH WINDOW. BLINDS SHALL BE 1/2" WIDE SLAT WITH A MIN. THICKNESS OF .008 INCHES, CONSTRUCTED OF HEAVY-DUTY VINYL OR METAL SLATS. 24 (N) 3" CHAIR RAIL MOUNTED 32" A.F.F. IN ALL ROOMS EXCEPT TOILET AND TESTING. 25 (N) 12"x12" CROSSVILLE, A675, STONEHENGE, UNPOLISHED TILE FLOOR WITH MATCHING 6" BASE. GROUT WITH EPDXY, MAPEI, 02 PEWTER 3 (N) WALL FURRING WITH METAL STUD AND 5/8" TYPE "X" GYPSUM - DRYWALL. 26 (N) HAWS DWUAC8LSS HI-LO WALL MOUNTED DRINKING FOUNTAIN L./ (E) WINDOWS AND OPENINGS TO BE REMOVED AND DISPOSED OF WITH BACKING PLATE. PROVIDE 1" THICK PLYWOOD BACKING BEHIND OFF SITE. INFILL WALL WITH STUDS AND 5/8" AND MATCH (E) DRYWALL FOR MOUNTING PURPOSES. GREENBOARD TO BE USED IN BUILDING EXTERIOR. DRINKING FOUNTAIN WELL; SEE SHEET A-6. (E) OUTLETS AND SWITCHES TO BE REMOVED AND DISPOSED OF 27 (E) 1 HOUR DEMISING WALL. OFF SITE. (N) OUTLETS AND SWITCHES TO USE DECORA STYLE. 28 (N) STEEL COLUMNS TO REPLACE WOOD AND BEAMS EXTENDED. (N) 3-1" METAL STUD WALL WITH R-13 INSULATION U.N.O.; SEE WRAP FREE STANDING COLUMS WITH METAL STUDS AND DRYWALL TC DETAIL 7/A4. AN 8"X8"; SEE STRUCTURAL PLANS. (N) 3-0" WIDE BY 24" DEEP BASE PLASTIC LAMINATE CABINET TOP 29 (N) 12X12 FLOOR TILES WITH 6" BASE. VERIFY WITH ARCHITECT 01 AT 36" A.F.F. WITH 12" UPPER PL CABINET. COLOR TO BE PATTERN AND TILE. SELECTED BY OWNER; SEE DETAIL 5/A-3. OUTLET TO BE 42" A.F.F. 30 (N) LOAD BEARING WALL; SEE STRUCTURAL PLANS. n8 (N) CONCRETE INFILL TO LEVEL OFF SLAB; SEE STRUCTURAL PLANS. ARMY 1 (E) SHEAR PANEL RELOCATED; SEE STRUCTURAL PLANS. WIDTH OF WALL AND COLUMNS TO BE AS NARROW AS POSSIBLE IDEALLY 6" f1,500 S.F. BUT NOT TO EXCEED 12,. COLUMNS TO BE SQUARE BASED ON WIDTH. OFFICE ® 100 S.F. PER PERSON 10 (N) 3'-0" WIDE x 7'-0" x 1-5/8" WOOD VENEER, SOLID CORE OCCUPANT LOAD 1,500 S.F./100 S.F = 15 PEOPLE DOOR WITH METAL FRAME AND DOOR STOP. HARDWARE & FRAME 1 EXIT IS REQUIRED DUE TO THE OCCUPANT LOAD BEING UND TO BE BRUSHED, STAINLESS STEEL FINISH, CYLINDER LEVER WITH KEY LOCK, A L, IfATeRIOP, POORs -M Hlo< W IJELEX?, HP4zDW NAVY (N) 3'-0" WIDE x 7'-0" x 1-5/8" WOOD VENEER, SOLID CORE f 1,100 S.F. DOOR WITH METAL FRAME AND DOOR STOP. HARDWARE & FRAME TO BE BRUSHED, STAINLESS STEEL FINISH, CYLINDER LEVER WITH KEY LOCK. PROVIDE 12" X 12" TEMPERED GLASS WINDOW AT OFFICE CAD 100 S.F. PER PERSON TOP. RU. tAT'f 100- POOAS 1a ftf�k'E� HrrILDtNPR-5. OCCUPANT LOAD 1,100 S.F./100 S.F = 11 PEOPLE r! 0 (N) PAIR 3'-0" WIDE x 7'-0" GLASS STOREFRONT DOORS SET IN 1 EXIT IS REQUIRED DUE TO THE OCCUPANT LOAD BEING UND TIMELY CLEAR ANODIZED FRAMES. METAL FRAME AND DOOR STOP. HARDWARE TO BE BRUSHED, STAINLESS STEEL FINISH, TUBULAR r t AIR FORCE PUSH/PULLS WITH KEY LOCK AND THRESHOLD. DOOR TO HAVE / 6 10" KICK PLATE. 05C ^OANS RA16 It5U t.ocr,, MS 14002 A4Mok,9 SP211�E, ±500 S.F. M's tint-13 G.yt-tNotm 6cnCV:�,, MS Holg 'AND MS GjorbS FLUSt4 SoLrU5. 10C (N) 3'-0" WIDE x 7'-0" x 1-5/8" WOOD VENEER, SOLID CORE OFFICE 0 30 S.F. PER PERSON DOOR WITH METAL FRAME AND DOOR STOP. HARDWARE TO BE BRUSHED, STAINLESS STEEL FINISH, WITH THUMB LATCH, CLOSER OCCUPANT LOAD 500 S.F./100 S.F = 5 PEOPLE AND COAT HOOK ON BACK SIDE OF DOOR. ALL bNT1CN0I' .DOORS TD 5Wk46 1 EXIT IS REQUIRED DUE TO THE OCCUPANT LOAD BEING UND �� iikwwp�2U. V009- ZPft1oLs two �N) 3'-0" WIDE 7'-0" 1-5/8" WOOD VENEER, SOLID CORE x x DOOR WITH METAL FRAME AND DOOR STOP. HARDWARE & FRAME MARINES TO BE BRUSHED, STAINLESS STEEL FINISH, CYLINDER LEVER WITH KEY LOCK. PROVIDE THRESHOLD FOR STORAGE ROOM FLOOR f 1,000 S.F. TRANSITION. Al-L IMM-a(01Z roo2S V t-A>C L.trW(Z tf)t9rA . (N) PAIR OF 3'-0" WIDE x 7'-0" x 1-5/8" WOOD VENEER, SOLID OFFICE 0 30 S.F. PER PERSON CORE DOOR WITH METAL FRAME AND DOOR STOP. HARDWARE & OCCUPANT LOAD 1,000 S.F./100 S.F = 10 PEOPLE FRAME TO BE BRUSHED, STAINLESS STEEL FINISH, CYLINDER LEVER 1 EXIT IS REQUIRED DUE TO THE OCCUPANT LOAD BEING UND WITH KEY LOCK. p" IAIMIoR 00oRS p HAS 7 He90Wrf". 11 (N) DRYWALL COLUMNS TO PROJECT 6" FROM FINISH WALL AND TO BE 12" WIDE. DRYWALL HEADER TO ALIGN WITH COLUMN. BOTTOM TO BE AT 7'-0" A.F.F. 12 (N) 3'-0" WIDE x 7'-0" HOLLOW METAL DOOR AND FRAME pw HARDWARE TO BE BRUSHED STAINLESS STEEL FINISH, CYLINDER LEVER KEY LOCK ON EXTERIOR AND PANIC HARDWARE ON THE a. INSIDE. PROVIDE CLOSER AND THRESHOLD. USG" W?- t.SG t O%-T (scttc LlgS'3 E-Qvrltl)< v 56 NO"- ���LG f iIN&F- Ptris . 13 (N) (1) 3'-0"x7'—O" WINDOW WITH BLINDS TIED INTO (N) DOOR FRAME; SEE KEYNOTE 23 FOR BLINDS. ALL GLASS TO BE TEMPERED. FRAMES TO BE TIMELY CLEAR ANODIZED. (N) (1) 3'—O"x4'—O" WINDOW WITH BLINDS ALIGN TOP WITH (N) DOOR FRAMES; SEE KEYNOTE 23 FOR BLINDS. ALL GLASS TO BE TEMPERED. FRAMES TO BE TIMELY CLEAR ANODIZED. (E) WINDOW TO BE REMOVED AND REPLACED WITH A SIMILAR ONE. WINDOW SHALL HAVE BLINDS PER KEYNOTE 23 AND FILM PER KEYNOTE 22. 14 (N) DISPLAY CASE BY ORANGE PICO STORE EQUIPMENT COMPANY. OPERABLE FROM THE COMMON AREAS. GLASS TO BE TEMPERED. COORDIANTE POWER AND LIGHTING. 15 (N) STOREFRONT WITH TEMPERED GLASS TO PROVIDE TOP AND BOTTF}M-...TRACK. DIVIDE �'ANELS AS SHOW ON FLOOR PLAN. PROVIDE BREAK METAL BETWEEN BAYS. DOORS TO - HAVE Tt 1V --Kltk WITH TUBULAR PUSH/PULLS AND LOCKING 6AS tip 97901 G*, HARDWARE. VsE p�pPMl P-kT� LOM MS qM2 Al2MOa60 '0M L401r AIQ&A ttvAG Q7 PjNC, f AIR F 1AS r.tiOH3 4e, MS HNt yo05' eot-Ts- VC-6 r4cu_t~FL6M0Vrtet6" 16 (N) (2) ELECTRI L PANELS IN 6" MET TUD WALL, ELECTRICAL PLAN __.RESEI 17 (N) TOILET ROOM.; S SHEET A-5. ALL WALLS TO BE 6" METAL STUDS. 18 (N) 4'-0" X 8'-0" X J" PLYWOOD BACKBOARD PAINTED WITH FIRE RETARDENT PAINT. RUN (N) 2" CONDUIT TO MPOE. PROVIDE (N) ELECTRICAL QUAD OUTLET AT 48" A.F.F. 1 g (N) ENTRY BELL WITH A HARD WIRED ENTRY ALERT DOOR CHIME. THE SYSTEM SHALL BE INSTALLED SO THAT THE DOOR CHIME IS OPERATED BY THE OPENING OF THE DOOR AND SHALL BE AUDIBLE FROM ALL AREAS OF THE LEASE SPACE. 20 (N) 101b. ABC DRY CHEMICAL FIRE EXTINGUISHER WITH SEMI —RECESSED PROTECTION CABINET. PAINT TO MATCH ADJACENT WALL. MOUNTED CENTER OF CABINET AT 48" A.F.F. 21 (N) MOP SINK WITH WATER HEATER ABOVE ON SHELF; SEE PLUMBING PLANS. 22 (N) WINDOWS TO BE CLEANED AND PREPARED FOR (N) GLASS FRAGMENT RETENTION FILM. FILM MUST MEET OR EXCEED 3M SCOTCHSHIELD, ULTRA 400 SERIES, SCLARL400 SUPERIOR STRENGTH CLEAR. THE CONTRACTOR MUST COORDINATE THE INSTALLATION OF THIS FILM, OR ANY SUBSTITUTION APPROVAL, WITH THE C.O.E REPRESENTATIVE. FLOOR PLAN WALL & SYMBOL LEGEND EXISTING PARTITION TO REMAIN. EXISTING PARTITION OR LOW WALL TO BE REMOVED. EXISTING LOW HEIGHT WALL TO REMAIN. EXISTING WALL TO BE VERIFIED FOR DEMISING. NEW LOAD BEARING WALL. NEW PARTITION AND OR WALL FURRING. NEW QUAD ELECTRICAL OUTLET +18" A.F.F. TO CENTERLINE NEW TELEPHONE OUTLET +18" A.F.F. TO CENTERLINE r we]1 A 1. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT 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 MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. CBC SECTION 1133B.2.5. 2. ACCESSIBLE ENTRANCES TO COMPLY WITH SECTION 1133B.1.1 OF THE 2001 CBC, SEE SHEET A-6 FOR DISABLED ACCESSIBLE ENTRANCE REQUIREMENTS. 3. SPECIFIC WORK STATIONS NEED ONLY COMPLY WITH AISLE WIDTH (SECTIONS 1133B.6.1 AND 1133B.6.2) AND FLOORS AND LEVELS (SECTION 1120B), AND ENTRY WAYS SHALL BE 32 INCHES IN CLEAR WIDTH. SECTION 1 123B. 4. ALL WINDOWS ARE TO COMPLY WITH SECTION 2406 OF THE 2001 CBC. SEE SHEET A-1.1 FOR ADDITIONAL FLOOR PLAN GENERAL NOTES. FLOOR PLAN SCALE: 16'1 Jeffrey Rome & Associates, Inc. Architecture & Telecommunii.-ations 260 Newport Center Drive, Suite 360 Newport Beach, California 92660 Phone: 949 760-3929 Fax: 949 760-3931 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO JEFFREY ROME AND ASSOCIATES IS STRICTLY PROHIBITED. AR fry RF p 0.1 it-020876 s FHB 2$ \� T e OF F4 , IM, Lehrbm Construcdon, Inc. 22343 Lo Palma Avenue, Suite 107 Yorba Linda, California 92887 Phone: (714) 692-7400 Fax: (714) 692-2902 TENANT LANDLORD PROJECT NAME 2142 NORTH TUSTIN AVENUE SANTA ANA, CALIFORNIA ORANGE COUNTY DRAWING DATES 11 /16/04 PRELIM DESIGN REVIEW (P5-B1) 01 /10/05 ISSUED FOR USE (P5-B2) 01 / 14/05 ROOFTOP EQUIPMENT (P5-B2 DELTA 1) SHEET TITLE us low.jE ow 0 —q�JgXk Jeffrey Rome & Associates, Inc. Architecture & Telecommunications 260 Newport Center Drive, Suite 360 Newport Beach, California 92660 Phone: (949) 760-3929 Fax: (949) 760-3931 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO JEFFREY ROME AND ASSOCIATES IS STRICTLY PROHIBITED. AR%j�' -02 OF Loh rbm Conftdon, Inc. 22343 La Palma Avenue, Suite 107 Yorbo Linda, California 92887 Phone: (714) 692-7400 Fax: (714) 692-2902 APPROVALS TENANT LANDLORD PROJECT NAME ARMED FORCES CAREER CENTER 2142 NORTH TUSTIN AVENUE SANTA ANA, CALIFORNIA ORANGE COUNTY DRAWING DATES 11/16/04 PRELIM DESIGN REVIEW (P5-B1) 01/10/05 ISSUED FOR USE (P5-B2) SHEET TITLE FLOOR PLAN GENERAL NOTES A�l a 1 a_ LO 0 LO 0 N11 0 0 -j a- V) 118 n (N) ARMSTRONG CIRRUS SECOND LOOK CEILING TILE WITH 9/16" BEVELED TEGULAR SUSPENSION SYSTEM #510-24480/4" WHITE WITH A NRC OF 0.65; SEE DETAILS 1 /A-4, 2/A-4, 3/A-4, AND 4/A-4. 2 (N) 2X2 SUPPLY AIR REGISTER; SEE MECHANICAL PLANS. L�J (N) 2X2 RETURN AIR GRILLE; SEE MECHANICAL PLANS. 4 (N) 2X4 FLUORESCENT FIXTURES; SEE ELECTRICAL PLANS. (N) RECESSED COMPACT FLUORESCENT LIGHTS; SEE ELECTRICAL PLANS. (N) CEILING MOUNTED HARDWIRED 120 VOLT CARBON MONOXIDE DETECTOR WITH BATTERY BACKUP. ALARM SHALL EMIT AT A LEVEL OF 85 db AT 10 FEET AWAY. 7 (N) CEILING MOUNTED HARDWIRED 120 VOLT SMOKE ALARM WITH BATTERY BACKUP. ALARM SHALL EMIT AT A LEVEL OF 85 db AT 10 FEET AWAY. (N) (3) 1 X4 RECESSED FLUORESCENT (1) T-8/U32 FIXTURE WITH 6 CELL SEMI-SPECULAR LOUVERS. n (N) PANASONIC EXHAUST FAN FV-11VF1 WITH 3" OR 4" DUCT TO OUTSIDE. FAN TO HAVE MIN 100 CFM. TIE FAN OPERATION INTO TOILET ROOM LIGHTING. 10 (N) 5/8" TYPE "X" GYPSUM DRYWALL CEILING WITH C6x16 METAL JOIST ® 12" O.C. HEAD OUT JOIST WHERE FLUURESCENT LIGHT OCCUR. PROVIDE BLOCKING AT 1 /4 SPAN POINTS. CEILING HEIGHT AT 8'-0" A.F.F. 11 (N) 5/8" TYPE "X" GYPSUM DRYWALL CEILING WITH C6x16 METAL JOIST 0 12" O.C. PROVIDE BLOCKING AT 1 /4 SPAN POINTS. CEILING HEIGHT AT 8'-6" A.F.F. 12 (N) CEILING MOUNTED EXIT SIGN. SIGN SHALL BE SELF -ILLUMINATED BY A TRITIUM -FILLED, PRYEX GLASS TUBE WITH PHOSPHORUS COATING. 13 (N) (3) RECESSED LOW VOLTAGE LIGHTS IN DISPLAY CASES. REFLECTED CEILING "'PLAN REFLECTED CEILING PLAN SYMBOL LEGEND 2' x 4' FLUORESCENT LIGHT FIXTURE 2' x 2' FLUORESCENT LIGHT FIXTURE --��1- SUPPLY AIR REGISTER RETURN AIR GRILLE ® EXHAUST FAN 0 RECESSED COMPACT FLUORESCENT RECESSED LOW VOLTAGE LIGHTING EXIT LIGHT SURFACE MOUNTED FLUORESCENT LIGHTING Q THERMOSTAT a FIRE SPRINKLER a SD SMOKE DETECTOR ALL Swim vFRS 5tlo CARBON MONOXIDE ALARM REFLECTED CEILING PLAN GENERAL NOTES A. REVIEW EXISTING MECHANICAL REGISTERS AND THERMOSTATS FOR OPERATION. CLEAN ALL GRILLS AND REBALANCE SYSTEM. VERIFY LOCATION OF THERMOSTATS, RELOCATE AS REQUIRED. MODIFY AT AREAS OF WORK AS REQUIRED. B. AT ALL NEW AND OR MODIFIED LIGHTING PROVIDE MULTIPLE SWITCHING FOR LIGHTING CONTROLS IN LOCATIONS AND SYSTEMS REQUIRED BY TITLE 24. HEIGHT OF SWITCHES AND OR THERMOSTATS TO BE 44" C. REVIEW (E) THERMOSTAT TO BE DIGITAL CODE -PROTECTED WITH 7 DAY PROGRAMMABLE CYCLE WITH PRE-SET TEMERATURE RANGES. IF NOT, REPLACE. D. ALL LIGHTING SHALL BE CONTROLLED WITH INFRARED OCCUPANCY SENSORS IN ALL ROOMS. MOUNTING HEIGHT SHALL BE NO HIGHER THAN 54" A.F.F. 48" A.F.F. PREFERRED. ALL SENSORS SHALL BE EQUIPPED WITH MANUAL ON -OFF SWITCHES. E. ALL LIGHTING TO BE ENERGY EFFICENT AND WITH PARABOLIC LENSES. F. ALL ENCLOSED PORTIONS OF BUILDINGS CUSTOMARILY OCCUPIED BY HUMAN BEINGS SHALL BE PROVIDED WITH A MECHANICALLY OPERATED VENTILATION SYSTEM. SUCH MECHANICALLY OPERATED VENTILATION SYSTEM SHALL BE CAPABLE OF SUPPLYING A MINIMUM OF 15 CUBIC FEET PER MINUTE OF OUTSIDE AIR PER OCCUPANT DURING SUCH TIME AS THE BUILDING IS OCCUPIED. IF THE VELOCITY OF AIR AT A REGISTER EXCEEDS 10 FEET PER SECOND, THE REGISTER SHALL BE PLACED MORE THAN 8 FEET ABOVE THE FLOOR DIRECTLY BENEATH. CBC SECTION 1202.2.1. G. ALL EXITS SIGNS SHALL COMPLY IN ACCORDANCE WITH SECTION 1003.2.8 OF THE 2001 CBC. SCALE: 3/16"=1'--0 il -1 �� �IAN Jeffrey Rome & Associates, Inc. Architecture & Telecommunications 260 Newport Center Drive, Suite 360 Newport Beach, California 92660 Phone:(949) 760-3929 Fax: (949) 760-3931 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO JEFFREY ROME AND ASSOCIATES IS STRICTLY PROHIBITED. ec Lehrbass Con `on, Inc. 22343 La Palma Avenue, Suite 107 Yorba Linda, California 92887 Phone: (714) 692-7400 Fax: (714) 692-2902 TENANT APPROVALS PROJECT NAME 2142 NORTH TUSTIN AVENUE SANTA ANA, CALIFORNIA ORANGE COUNTY DRAWING DATES 11 /16/04 PRELIM DESIGN REVIEW (P5-B1) 01/10/05 ISSUED FOR USE (P5-82) SHEET TITLE ROOF FLAN KEYNOTES H (N) ROOF MOUNTED HVAC UNITS CENTERED OVER LOAD BEARING WALLS; MANUFACTURER TO SUPPLY MOUNTING CURBS TO ROOF; SEE MECHANICAL AND STRUCTURAL PLANS. (N) 6'-0" HIGH METAL SCREEN WALL WITH 1" THICK DRYVIT FINISH. PAINTED AND TEXTURED TO MATCH (E) BUILDING EXTERIOR; SEE DETAIL 11/A-3 AND STRUCTURAL PLANS. (N) EXHAUST VENT. PATCH AND REPAIR (E) ROOF AS REQUIRED. (E) BUILDING PARAPET. (E) ROOFTOP WITH BUILT—UP ROOFING AND MISCELLANEOUS ROOFTOP EQUIPMENT. (E) ROOF MANSARD. (E) LOAD BEARING WALL BELOW. (N) ROOFTOP KICKER (TYP.); SEE STRUCTURAL PLANS. (E) 4 TON HVAC UNIT TO REMAIN. W i r)Ar7 RPAPIKJr, WAI I PPI M ZnI A11 NOTE: 1. ALL (E) ROOFTOP MECHANICAL UNITS AND DUCTS TO BE REMOVED AS REQUIRED. PATCH AND REPAIR ROOF TO MAINTAIN A WATERPROOF INTERIOR. 2. CONTRACTOR TO ROOF OVER FACTORY PROVIDED CURBS FO,'t MECHANICAL UNITS. 3. PROVIDE r! ! a GAUGE GALVANIZED CAP FLASHING ALONG TOP PERIMETER rr OF SCREEN WALL AND PAINT TO MATCH. ROOF PLAN SCALE: � W_j W�01 Jeffrey Rome & Associates, Inc. Architecture & Telecommunications 260 Newport Center Drive, Suite 360 Newport Beach, California 92660 Phone: 949 760-3929 Fax: 949 760-3931 r 22141:1111IF-3101fiIIIIIIINgNamlyt• 1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO JEFFREY ROME AND ASSOCIATES IS STRICTLY PROHIBITED. * I C�020876 N* SJ, H Lehrbm Cons#u on, Inc. 22343 La Palma Avenue, Suite 107 Yorbo Linda, California 92887 Phone: (714) 692-7400 Fax: (714) 692-2902 TENANT APPROVALS PROJECT NAME 2142 NORTH TUSTIN AVENUE SANTA ANA, CALIFORNIA CaLl1�[e3��i1�P11�'1 DRAWING DATES 11 /16/04 PRELIM DESIGN REVIEW (P5-81) 01 /10/05 ISSUED FOR USE (P5—B2) 01/14/05 ROOFI.OP EQUIPMENT (P5-132 DELTA 1) SHEET TITLE om r. N d' d' C7 O 0 LO 0 0 o_ 0 r� w 0 CL a J • 5/8" GYP. BD. TYPE Y' EACH SIDE OF METAL STUD. STAGGER AND CAULK AROUND ELECTRICAL RECEPTACLES, CONDUITS, BOXES NOTE: ALL WINDOWS AND OTHER THROUGH THE WALL PENETRATIONS. HEADER SHOWN IS FOR TO COMPLY WITH 4' MAX. SPAN. CBC SECTION 2406.4. METAL FRAME. PARTITION TAPED SMOOTH AND SANDED FROM FLOOR TO CEILING TO RECEIVE -4 3/4- CRC -BLACK IRON - PAINT OR WALL COVERINGS. 14 GA. VERT. WIRE HANGER 0 4*-0" O.C. COMPRESSION STRUTS APPLIED STOP. 0 EA. HORIZ. RESTRAINT ALONG MAIN RUNNER. m POINT. 1/4" THICK GLAZING. LAG SCREWS 81 41-01' (4) NO. 12 GA. WIRES PERIMETER WALL. TO STRUCTURE— ICBO #1639 MAX. MAX. MIN IN RUNNER WITHIN 2" ATTACHED WALLS. '-V 1 1'/2"f —5/8" METAL STUD LATERAL OF CROSS RUNNER 3 GYP. BD. BOTH EACH 3 TURNS SECURED TO MAIN SIDE OF METAL STUD. WINDOW HEAD LEQ. L, IEQTYP I DOUBLE NESTED STUD SUPPORT BRACING AT 45'. INTERSECTION @ NOTE: BRACING WIRE @ JAMB, HORIZ. RESTRAINT 4'-0" O.C. ANCHORED TO . . ......... .. ........... ...... . . ... . . SHALL OCCUR AT EVERY POINT. WIRES TO BE BOTTOM OF ROOF (E) STRUCTURE. METAL FRAME. 96 SQ. FT. MAX. T SPLAYED 90° FROM 'D EAC H OTHER AT AN 10'-0" A.F.F. MAX. %..... ...... ......... EXCEEDING 45* FROM APPLIED STOP ON ROOM ANGLE NOT is VERIFY EXISTING CROSS RUNNERS TYP. SIDE. THE PLANE OF THE MAIN RUNNERS. CEILING. —IN (N) & OR (E) LAY 0 ACOUSTICAL TILE. --BRACING WIRE LOCATION, HORIZ. RESTRAINT 1/4" THICK GLAZING. TYPICAL. POINTS TO BE 5/8" TYP E GYPSUM LOCATED 0 12' O.C. T DRYWALL BOTH SIDES. L,EQ_ L, i, EQ. WINDOW JAMB IN BOTH DIRECTIONS (N) 24 GA. METAL STUDS 0 & WITHIN APPLIED STOP. 4' OF ON 0 16" O.C. WITH RUNNERS HORIZONTAL STRUTS 8" NN. E PEACH WALL. STIR MAX. FROM ADJ. WALL TOP AND BOTTOM SAME GAUGE AND OF #16 AS STUDS, MIN. WIDTH 3-5/8". TYP. AT UNATTACHED WIRE SADDLE TIED LIGHTS, DUCTWORK, METAL FRAME TO MATCH .145" DIA. POWDER DRIVEN WALLS. TO MAIN RUNNER OR CONDUIT & OTHER CROSS RUNNER ITEMS SHALL BE ANCHORS 0 24" O.C. APP. EQ. DOORS. (ICBO #) 0 2'-0" O.C. SUSPENDED GYP. BD. BOTH EACH SEALANT EACH SIDE. MAIN RUNNER INDEPENDENTLY OF SIDE OF METAL STUD. 0 4'-0" O.C. THE CEILING SYSTEM. (E) CONCRETE FLOOR. WINDOW SILLNOTE: THROAT DIMENSION EQUALS WALL THICKNESS PLUS 1/8 SCALE: SCALE: SCALE: SCALE: WINDOW FrRAME ASSEMBLY NONE WALL SECTION NTS NTS NONE 7 BRACING WIRE LOCATION DIAGRAM 4 SUb`PENDED CEILING DETAIL 2 U: C14 A 12 GA. HANGER WIRE MIN. 3 TIGHT TURNS. STRUCTURAL COLUMN FOR MAIN RUNNER. 0 X CROSS RUNNER. SCREENING. < co (SEE STRUCTURAL SHEETS) M 4" SPLASH, TYP. (N) 24 GA. PITCH PAN FILLED WITH ROOF MASTIC H CN (N) NON —SHRINK GROUT F777= z z N ACOUSTIC' CEILING PANEL. NOTES: 1. ALL PLASTIC LAMINATE TO BE WILLSONART #2970.90, WHITE LEATHER VERIFY COLOR WITH COE. 2. ALL CABINETS TO BE MASTER LOCKED. NOTES: (E) ROOF FRAMING ELEVATION A 1. CONTRACTOR TO VERIFY LOCATION OF BEAMS 3. ALL CABINETS TO BE PETLWIC CUSTOM GRADE STANDARDS. AND LOCATE PLATFORM OVER TOP AS SHOWN. 4. ALL CABINETS TO HAVE MELAMINE ADJUSTABLE SHELVES WITH 3M BANDING. 2. ALL FLASHING TO BE PER CURRENT SMACNA 5. ALL HINGES TO BE BLUM OR EQUAL. STANDARDS. 6. ALL SIDES TO BE ACCURIDE, FULL EXTENSION OR EQUAL. 3. TIE (N) ROOFING INTO (E). LAP OVER MIN 24- AND 7, ALL DOORS TO HAVE CHROME WIRE PULLS. EMBED WITH ROOF MASTIC. 8. PROVIDE GROMMETS IN COUNTER TOPS. PITCH PAN SCALE: INTERIOR CABINET ELEVATIONS SCALE: SCALE: NONE NONE SUSPENDED CEILING DETAIL NONE NOTES: 1. DOORS AND WINDOWS SHALL MEET THE MINIMUM INFILTRATION REQUIREMENTS PER SECTION 116 ANCHOR W/ 1 — #7 x 7/16" TYPE E.E.S. 36" S-12 PAN HEAD S.M.S. 0 24" O.C. 2. INSTALL TIMELY FRAME WITH TA-23%., CASING OR MATCH (E). METAL STUD WALL. SLOTTED SPACER BAR (HORIZ. STRUT) W/ ANNULAR RING NAIL 6d THROUGH < V) EXISTING ROOF DECK. GYPSUM BOARD EACH SIDE. PREPUNCHED HOLE IN RUNNER. 4" x 20 GA. PLATE LONG BRACING @ MAIN OR CROSS RUNNER. 8'-0" O.C. WITH 3 — #7 x 7/16" icy METAL FRAME. SECTION A TYPE S-12 PAN HEAD S.M.S. TOP & DOOR HEAD el BOTTOM EACH BRACE AND EA. STUD. WOOD DOOR. FOR ROOMS 96 SQ. FT. OR SMALLER AND HORIZONTAL STRUT 4" x 20 GA. CONTINUOUS TOP & BOT. 12 IN LIEU OF BRACING WIRES PROVIDE 1 1/4- CONTINUOUS 0 PERIMETER x 1 1/4" x 18 GA, CONTINUOUS ANGLE NOT POP RIVETED TO WALL L CL TRACK W 1 — #7 x 7/16" TYPE SECURED TO STUDS AT ATTACHED WALLS ANGLE. BAIT INSULATION S-12 PAN HEAD S.M.S. EA. STUD TOP WHERE OCCURS. LINE OF CEILING & BOTTOM EACH FACE. W/ #10 x 1 1/4" SCREWS. NOTE: STRUT IS NOT B LINE OF CEILING FORWARD. --T, REQUIRED WHERE A ELEVATION CROSS BRACING. LENGTH OF "T" A LENGTH OF Uj MAIN OR CROSS \—EXISTING ROOF DECK. RUNNER IS PARALLEL X TO AND WITHIN 12" METAL FRAME. 00 < LONG BRACE. SEE DETAIL B ABOVE OF THE WALL. WOOD DOOR. FOR ATTACHMENT. DOOR JAMB THRESHOLD BEYOND --ADJACENT CEILING WHERE OCCURS. WHERE OCCURS. 4" x 20 GA. CROSS BRACING @ 4'-0" #lox 1 1/,", z SCREW METAL FRAME. O.C. W/3 #7 x 7/16" TYPE S-12 S TO/STUD STUD A USE LEVER DOOR qp a PAN HEAD S.M.S. EA. END OF BRACING. METAL THRESHOLD SET IN 0 24" O.C. SEALANT AND ATTACHED FASTEN TO STRUCTURE ABOVE. HANDLE HARDWARE. (TYPE 5-12} MAX. ELEV. of ACOUSTIC (Ell ING ................... ; TO FLOOR WHERE OCCURS. Uj PANEL DOOR THRESHOLDCL 4N 20 GA. STL. STDS. @ 24" O.C. TO FINISH FLOOR. POP RIVET. MAIN OR CROSS RUNNER. STRUCTURE ABOVE. A #10 x 1 1/4" SCREWS 'PER CORNER BEAD. TO STUD 0 24" O.C. 12 GA. HANGER WIRE MIN. SECTION 'PLAN GYP. BD. (TYPE S-12) MAX. 3 TURNS. NO TE: r . ... ... . , \0 SCALE: SCALE: — SCALE: I AV L.I-% I I N CEILING WITH SCALE: DOOR FDIVA-%ME ASSEMBLY NONE 12 CEILING HEIGHT CHANGE NTS 9 DOOR DETAIL NONE HORIZONTAL STRUT DETAIL NTS K I I 46j F-q<.4Ak s7t Jeffrey Rome & Associates, Inc. Architecture & Telecommunications 260 Newport Center Drive, Suite 360 Newport Beach, California 92660 Phone: 949) 760-3929 Fax: �949) 760-3931 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE, ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO JEFFREY ROME AND ASSOCIATES IS STRICTLY PROHIBITED. < A x C_ ksf/,. B, '0 OF- cw\� L(00� Leh dm Conftdon, Inc. 22343 La Palma Avenue, Suite 107 Yorba Undo, California 92887 Phone: (714) 692-7400 Fax: (714) 692-2902 APPROVALS TENANT LANDLORD PROJECT NAME ARMED FORCES CAREER CENTER 2142 NORTH TUSTIN AVENUE SANTA ANA, CALIFORNIA ORANGE COUNTY DRAWING DATES 11/16/04 PRELIM DESIGN REVIEW (P5—B1) 01/10/05 ISSUED FOR USE (P5—B2) SHEET TITLE DETAILS A�3 TOILETiiR PLAN. (D (N) ACCESSIBLE TOILET ROOM; SEE GENERAL NOTES C2, C3, D1 & D2. m m m (N) WHITE KOHLER K-3485-RA TOILET WITH MATCHING SEAT. FLUSH ACTIVATOR TO BE ON THE OPEN SIDE OF TOILET AWAY FROM WALL. (N) 36" LONG GRAB BAR; SEE GENERAL NOTES E1 THRU E6. (N) 42- LONG GRAB BAR; SEE GENERAL NOTES El THRU E6. RECESSED MOUNTED DUAL TOILETAND SEAT COVERDISPENSER;BOBRIC MODEL::-3474. SEE GENERAL NOTES D13 AND r (N) RECESSED MOUNTED DUAL TOILET PAPER, SEAT COVER DISPENSER AND SANITARY NAPKIN WASTE RECEPTACLE; MFR: BOBRICK, MODEL: B-3574. SEE GENERAL NOTES D13 AND D14. (N) COMMERCIAL GRADE STAINLESS STEEL WASTE RECEPTICAL. (N) 1/4- POLISH PLATE MIRROR SET IN METAL FRAME; SEE GENERAL NOTES D12 AND DETAIL 5/A3. (N) COMMERCIAL GRADE WALL MOUNTED HAND DRYER; MFR: XLERATOR, MODEL XL-C. (N) DOOR; SEE SHEET A-1. PROVIDE SIGNAGE PER GENERAL NOTES B4 THRU B6. (N) WALLS. ALL INTERIOR GYPSUM DRYWALL TO BE GREEN BOARD -WATERPROOF. (N) TILE WAINSCOT UP TO 48" A.F.F. VERIFY PATTERN AND TILE WITH ARCHITECT. (N) FLOORING TO BE 6" PORCELAN CERAMIC TILE WITH UNPOLISHED, NON -SLIP SURFACE. TILE TO BE CROSSVILLE, A675, STONEHENGE UNPOLISHED OR CROSS SHEARED (CPS) WITH MATCHING 6" COVE TILE BASE. GROUT TO BE EPDXY MAPEI, 02-PEWTER. (N) WHITE KOHLER K-2005-L WALL MOUNTED SINK WITH K-13885 OFFSET DRAIN. PROVIDE SOAP DISPENSER FOR UNDER SINK MOUNT. FAUCET TO BE KOHLER TRITON K-7404-KE. PROVIDE INSTA-HOT WITH 105' CAPACITY. CONTRACTOR TO INSTALL CONCEALED ARM CARRIER NOT PROVIDED BY KOHLER. INSULATE ALL LINES UNDER SINK. (N) FROSTY WHITE SMOOTH FRP WITH METAL EDGES UP TO 48'" A.F.F. (N) FLOORSTONE 32X32 MOP SINK WITH FLANGED EDGES. FLOOR TO BE SEALED CONCRETE. (N) ADJUSTABLE SHELVING. d ALL DISPENSERS +40" MAX. TO HIGHEST OPERABLE PART r- 42" GRAB BAR 36" GRAB BAR KNEE CLEARANCEI 8" MIRROR INSULATION Z Z X X N N 6" I MAX. TOE CLEARANCE ZI A. CONTRACTOR TO MATCH ALL FINISHES TO EXISTING TOILET ROOMS ON FLOORS 2 THRU 7. THIS INCLUDES FLOORING, WALL COVERINGS, TILE, PARTITIONS, FIXTURES AND COUNTERS. B. ALL WORK SHALL CONFORM AND PROVIDE ACCESSIBILITY AS PER STATE HANDICAPPED ACCESSIBILITY REGULATIONS. C. GENERAL NOTES ON THIS SHEET APPLY TO TOILET ROOM CONDITIONS. D. TOILET ROOMS SHALL BE PROVIDED WITH A MECHANICALLY OPERATED EXHAUST SYSTEM CAPABLE OF PROVIDING A COMPLETE CHANGE OF AIR EVERY 15 MINUTES. SUCH MECHANICALLY OPERATED EXHAUST SYSTEMS SHALL BE CONNECTED DIRECTLY TO THE OUTSIDE FROM THE POINT OF DISCHARGE SHALL BE AT LEAST 3 FEET FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING. CBC SECTION 1202.2.1 (SECOND PARAGRAPH). TOILET ROOM DETAIL [DEPTH TOILET ROOM DETAIL TOILET ROOM DETAIL ENLARGED TOILET FLOOR PLAN, NOTES, AND DETAILS HAND DRYER. BOTTOM OF REFLECTING SURFACE AT 40" A.F.F. 6" COVE TILE BASE. A. FLOORS & LEVELS NOTE: LEVEL AREA IS DEFINED AS " A SPECIFIED SURFACE THAT DOES NOT HAVE A SLOPE IN ANY DIRECTION EXCEEDING 1/4" INCH IN ONE FOOT FROM THE HORIZONTAL (2.083% GRADIENT)." 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 [3105A(j)1 ]. 2. GROUND AND 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. 11248.1 [3105A(n)1 ]. 3. CHANGES IN LEVEL BETWEEN 1/4" MAY BE VERTICAL AND WITHOUT EDGE TREATMENT. SEC. 1124B.2 r3l 05A(n)2]. FIG. 11 B-5E(c). 4. CHANGES IN LEVEL BETWEEN 1/4" AND 1 /2" SHALL BE ACCOMPLISHED BY MEANS OF A RAMP NO STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL. SEC. 1124B.2 [3105A(n)2]. FIG. 11 B-5E(d). 5. IF CARPET OR CARPET TILE 1S USED ON A 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 CUT/UNCUT PILE TEXTURE. THE MAXIMUM PILE HEIGHT SHALL BE 1 /2". EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. CARPET EDGE TRIM SHALL COMPLY WITH SECTION 1124B.2. SEC. 1124B.3[3105A(n)3]. FIG 11 B-7B. B. SANITARY FACILITIES (GENERAL) NOTE: FULLY DIMENSION ALL SANITARY FACILITIES AND FIXTURES, INCLUDING FLOOR DIMENSIONS AND FIXTURE ELEVATION DIMENSIONS. 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. 11 15B.9.1.1 [3105A(b)1 ]. 2. WHERE SEPERATE 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 NON-HANDICAPPED/NON-DISABLED PERSONS, SUCH UNISEX FACILITIES CAN BE PROVIDED FOR PERSONS WITH DISABILITIES. SEC. 1115B.2 [3105A(b)1A]. 3. WHERE FACILITIES ARE TO BE USED SOLELY BY SMALL CHILDREN, THE SPECIFIC HEIGHTS MAY BE ADJUSTED TO MEET THEIR ACCESSIBILITY NEEDS. SEC. 11 15B.3 [3105A(b)1 B]. 4. DOORWAYS LEADING TO MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE 1/4" THICK WITH EDGES 12" LONG AND A VERTEX POINTING UPWARD. WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK AND 12" IN DIAMETER. SEC. 11158.5 [3105A(b)1 D]. 5. UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK, 12" IN DIAMETER, WITH A 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER. SEC. 1115B.5 [3105A(b)1 D]. 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 CONTRASTS OF THE DOOR. SEC. 1115B.5 [3105A(b)1 D]. NOTE: SEE ALSO SECTION 111785.9 FOR ADDITIONAL SIGNAGE REQUIREMENTS APPLICABLE TO SANITARY FACILITIES. C. 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 [414(I)]. 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 SPACE 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 [3105A(b)3A(1)]. FIG. 11 B-1 B. 2. 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 FIXTURE OF 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 [3105A(b)3A(ii)]. FIG. 1 1 B-1 B. 3. A MINIMUM 48" LONG CLEAR SPACE SHALL BE PROVIDED 1N 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 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 [3105A(b)3A(ii)]. FIG. 11 B-11A & B. 4. 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" WHTN 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 [3105A(b)3A(iii)]. FIG. 11 B-11A & B. 5. 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. 11158.7.1.3 [3105A(b)3A(iii)]. 6. 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 OF TWIST. SEC. 1115B.7.1.3 [3105A(b)3A(iii)]. 7. 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 AND THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL BE NOT LESS THAN 48', MEASURED AT A RIGHT ANGLE TO COMPARTMENT DOOR IN ITS CLOSED POSITION. SEC. 11 158.7.1.3 [3105A(b)3A(iii)]. FIG. 11 B-11 B. 8. 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 SHALL BE PROVIDED WITH A WIDTH OF 36" WITH AN OUTWARD SWINGING SELF -CLOSING DOOR AND PARALLEL GRAB BARS COMPLYING WITH SECTIONS 11158.8.2 THROUGH 1115B.B.4. SEC. 11158.7.1.4 [31O5A(b)3A(iv)]. D. 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. SECTION 1502[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 [3105A(b)4A(I)]. FIG. 11 B-1 B. 3. LAVATORIES ADJACENT TO A WALL SHALL BE MOUNTED WITH A MINIMUM DISTANCE OF 18" TO THE CENTER LINE OF THE FIXTURE. SEC. 1504.1 [1504(a)]. FIG. 11 B-1A. 4. LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34" ABOVE THE FINISHED FLOOR AND WITH A CLEARANCE OF AT LEAST 29" FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A MINIMUM OF 30" IN WIDTH AND 8" MINIMUM DEPTH AT THE TOP. 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. SECTION 1504.1 [1504(a)]. 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 [1504(b)]. 6. WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR FLOOR SPACE 30" BY 48" IN FRONT OF THE URINAL TO ALLOW FORWARD APPROACH. SEC. 1115B.9.4 [3105A(b)4D]. 7. WHERE ONE OR MORE 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. SECTION 1503.1 [1503(a)]. 8• CONTROLS FOR WATER CLOSET FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS. SECTION 1502 [1502]. 9. WATER CLOSET AND URINAL FLUSH VALVE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST, AND SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. SECTION 1502, 1503.2 & 1504.3 [1502, 1503(b), & 1503(c)]. 10. THE FORCE REQUIRED TO ACTIVATE WATER CLOSET AND URINAL FLUSH VALUE CONTROLS, AND FAUCET AND OPERATING MECHANISM CONTROLS, SHALL BE NO GREATER THAN 5 LBF. SECTION 1502, 1503.2 & 1504.3 [1502, 1503(b), & 1503(c)]. 11. SELF -CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. SEC. 1504.3 [1504(c)]. 12. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NO HIGHER THAN 40" FROM THE FLOOR. SECTION 1115B.9.1.2 [3105A(b)0(ii)]. 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 [3105A(b)4B]. 14. TOILET TISSUE DISPENERS 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. 1115B.9.3 [3105A(b)4C]. FIG. 11 B-1A. 15. TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NON -ABSORBENT SURFACE SUCH AS PORTLAND CEMENT, CONCRETE, CERAMIC TILE OR OTHER APPROVED MATERIAL WHICH EXTENDS UPWARD ONTO THE WALLS AT LEAST 5". WALLS WITHIN WATER CLOSED COMPARTMENTS AND WALLS WITHIN 24" OF THE FRONT AND SIDES OR 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 WHICH IS NOT ADVERSELY AFFECTED BY MOISTURE. SEC. 1115B.9.5 [3105A(b)5]. E. 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. 11 158.8.1 [3105A(b)3C(l)]. 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 KARTS AT THE BACK SHALL BE NOT LESS THAN 36" LONG. SEC. 11158.8.1 [3105A(b)3C(I)]. FIG. 118-1A, 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 [3105A(b)3C(I)]. FIG. 11 B-1A. 4. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1-1/4" TO 1-1/2" 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 BAR SHALL BE 1-1/2". SEC. 1115B.8.1 [3105A(b)3C(ii)]. 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. 1115B.8.3 [3105A(b)3C(iii)]. 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 OF SEAT. SEC. 1115B.8.3.1 [31O5A(b)3C(iii)a]. 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 FOR 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. 11158.8.3.2 [31O5A(b)3C(iii)b]. 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.[3105A(b)3C(iii)C]. D. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A 250-LB POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250-LB POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. SEC. 1115B.8.3.4 [3105A(b)3C(M)d]. E. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. SEC. 1115B.8.3.5 [3105A(b)3C(M)e]. 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. 1115B.8.4 [31O5A(b)3C(iv)]. SCALE: C�.�■i 1/2 0$=1 ,_Qp, 1 2$ Jeffrey Rome & Associates, Inc. Architecture & Telecommunications 260 Newport Center Drive, Suite 360 Newport Beach, California 92660 Phone:(949) 760-3929 Fax: (949) 760-3931 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO JEFFREY ROME AND ASSOCIATES IS STRICTLY PROHIBITED. C-0208 �tr !� OF CALF W, 22343 La Palma Avenue, Suits 107 Yorba Linda, California 92887 Phone: (714) 692-7400 Fax: (714) 692-2902 r ••r APPROVALS •:o O i UTM ARMED FORCES CAREE-Q!i CENTER 2142 NORTH TUSTIN AVENUE SANTA ANA, CALIFORNIA ORANGE COUNTY DRAWING DATES 11/16/04 PRELIM DESIGN REVIEW (P5-61) 01/10/05 ISSUED FOR USE (P5-82) SHEET TITLE ME r. cv 0 CL 0 0 U') LO 0 0 0 ci w ti 0 a V) J SECTION KEYNOTE LEGEND V (N) ACCESSIBLE TOILET ROOM; SEE GENERAL NOTES C2, C3, D1 & D2. (N) STANDARD TOILET. l (N) 36" LONG GRAB BAR; SEE GENERAL NOTES E1 THRU E6. 5" 8„ 4, ao 1'-0" 0 1 20 0) o ao i� /Z r I' SCALE: SECTION 0*=j*-0*1 3/8 0 19 21 31 SECTION KEYNOTE LEGEND (D (N) ACCESSIBLE TOILET ROOM; SEE GENERAL NOTES C2, C3, D1 & D2. (N) STANDARD TOILET. 3 (N) 36" LONG GRAB BAR; SEE GENERAL NOTES E1 THRU E6. r ' I , r' f r / ri r; 1'-5" 8" 4" io '' o i a «0 r if —of' 1 s-0" i / �r / i SCALE:��� SECTION 0 1► 2' 3' 3/8 =1'_ O" Jeff rey Rome & Associates, Inc. Architecture & Telecommunications 260 Newport Center Drive, Suite 360 Newport Beach, California 92660 Phone: 949 760-3929 Fax: R49 760-3931 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO JEFFREY ROME AND ASSOCIATES IS STRICTLY PROHIBITED. yk C-no SJ FE E3. 2`0 OF CA1�F� 0 L ��' � Lahrbm >nbluc n, Ire. 22343 La Palma Avenue, Suite 107 Yorba Linda, California 92887 Phone: (714) 692-7400 Fax: (714) 692-2902 1 TENANT •-f PROJECT NAME I ,)VkHPj- A s ID 11 2142 NORTH TUSTIN AVENUE SANTA ANA, CALIFORNIA ORANGE COUNTY DRAWING DATES 11 /16/04 PRELIM DESIGN REVIEW (P5—B1) 01 /10/05 ISSUED FOR USE (P5—B2) SHEET TITLE up Planning & Building Agency Building Safety Division 20 Civic Center Plaza DISABLED ACCESSIBLE P.O. Box 1988 (M-19) ENTRANCES Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org APPLICABLE CODE: 2001 CALIFORNIA BUILDING CODE (CBC) HO-23: 3-14-03 1133B.1.1 Entrances 1133B.1.1.1.1 All entrances and exterior ground -floor exit doors to buildings and facilities shall be made acces- sible to persons with disabilities. Doorways shall have a minimum clear opening of 32 inches (813 mm) with the door open 90 degrees, measure between the face of the door and the opposite stop. Openings more than 24 inches (610 mm) in depth shall comply with Sections 1118B.1 and 1118B.2. 1133B.1.1.1.4 Gates. All gates, including ticket gates, shall meet all applicable specifications for doors. 1133B.2.3.3 Revolving doors. Revolving doors shall not be used as required entrance for persons with disabilities. t10' MIN. BOTTOM RAIL RUBBER BUMPER ON CHAIR Figure 11B-29-Door Construction FIGURE 9 10038.2.2 Width and height Every required exit doorway shaft be of a size as to permit the installation of a door not less than 3 feet (914 mm) in width and not less than 6 feet 8 inches (2032 mm) in height When installed in exit doorways, exit doors shag be capable of opening at least 90 degrees and shall be so mounted that the clear width of the exitway is not less than 32 inches (813 mm). In computing the exit width required by Section 1003.2.3, the net dimension of the exitway shall be used. r 'i 0 0111 11178.5.7 Entrance signs. all building entrances that are accessible to and usable by persons with disabilities shall be identified with at least one standard sign and with additional directional signs, as required, to be visible to persons along approaching pedestrian ways. 11178.5.7 Mounting location and height. Mounting height shall be 60 inches (1524 mm) above the finish floor to the center line of the sign. Mounting location shag be determined so that a person may approach within 3 inches (76 mm) of signage without encountering protruding objects or standing within the swing of the door. BUMP AT RAISED THRESHOLD BLOCKS SMALL WHEELS SMOOTH POLISHED FLOOR PREVENTS TRACTION ON MOVING WHEELS PROBLEM: THE CONDITION SHOWN ABOVE OFTEN MAKES ROOMS INACCESSIBLE TO WHEELCHAIRS r INADEQUATELY ANCHORED DOOR MATS INTERFERE WITH WHEELCHAIR TRAFFIC FIRM FLUSH MOUNTED —DOORMAT MATS ARE PREFERABLE Figure I i B-29-Door Construction FIGURE 9 1133B.2.6 Smooth surface. The bottom 16 inches (254 mm) 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-inch (254 mm) 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. Page I Of 2 1133B.2.4.4 The space between two consecutive door openings in a vestibule, serving other than a required exit stairway shall provide a minimum of 48 inches (1219 mm) 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 or away from the space between the doors. 11338.2.5 Closer -effort to operate doors. Maximum effort to operate doors shall not exceed 5 pounds for exterior doors and interior. doors, such pull or push effort being applied at right angles to hinged doors and at the center plan of sliding or folding doors. Compensating devices or automatic door opera- tors may be utilized to meet the above standards. When fire doors are required, the maximum effort to operate the door may be increased to the minimum allowable by the appropriate adminis-trative authority, not to exceed 15 pounds (66.72 N). 1/4" /2"MAX 2 MAX. - ISLOPE LA -COMPRESSED CARPET BELOW THRESHOLD FINISH FLOOR EVEN THRESHOLD Z Figure 11B-32-Thresholds FIGURE 9 1133B.2.4.1 Thresholds. The floor or landing shall not be more than 112 inch (12.7 mm) lower than the threshold of the door- way. Change in level between inch (6 mm) and 112 inch (12.7 mm) shall be beveled with a slope no greater than 1 unit vertical to 2 units horizontal (so% slope). Change in level greater than 112 inch (12.7 mm) shall be accomplished by means of a ramp. 11338.2.5.2 Door Hardware Hand -activated door opening hardware shall be centered between 30 inches (762 mm) and 44 inches (1118mm) above the floor Latching and locking doors that are hand -activated and which are in a path of travel shaft be operable with a single effort by lever -type hardware, panic bars, push-pull activating bars , or other hardware designed to provide passage without requiring the ability to grasp the opening hardware. 1133B.2.4 Floor level at doors. Regardless of the occupant load, there shall be, floor or landing on each side of a door 1003.3.1.6 Landings. Landings shall be level except that exterior landings may have a slope not to exceed 114 unit vertical in 12 units horizontal (2% slope). - - - - - - - - - - - o PULL SIDE 24. MIN. I CLEAR AT EXTERIOR DOORS b 18"MIN. CLEAR AT INTERIOR DOORS PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPED WITH BOTH A LATCH AND ACLOSER Zo 1 't I 12" 1► MINI PUSH SIDE Figure 118-26A-Level Maneuvering Clearance At Doors FIGURE 12 11338.2.4.2 Maneuvering clearances at doors. Minimum maneuvering clearances at doors shall be as shown in Figure 11826A and 11B26B. The floor or ground area within the required clearances shall be level and clear. The level area shag have a length in the direction of door swing of at least 60 inches (1524 mm) and the length opposite the direction of door swing of 48 inches (1219 mm) as measured at right angles to the plane of the door in its closed position. 1133B.2-4.3 The width of the level area on the side to which the door swings shall extend 24 inches (6 10 mm) past the strike edge of the door for exterior doors and 18 inches (457 mm) past the strike edge for interior doors. Page 2 of 2 Jeffrey Rome & Associates, Inc. Architecture & Telecommunications 260 Newport Center Drive, Suite 360 Newport Beach, California 92660 Phone: (949) 760-3929 Fax: (949) 760-3931 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO JEFFREY ROME AND ASSOCIATES IS STRICTLY PROHIBITED. C-02 76 '0 OF C im Leh rWw Consrudon, Inc. 22343 La Palma Avenue, Suite 107 Yorba Undo, California 92887 Phone: (714) 692-7400 Fax: (714) 692-2902 TENANT APPROVALS W3 1101; to] M i! TXTI I ARMED FORCES CAREER CENTER 2142 NORTH TUSTIN AVENUE SANTA ANA, CALIFORNIA ORANGE COUNTY DRAWING DATES 11/16/04 PRELIM DESIGN REVIEW (P5-B1) 01/10/05 ISSUED FOR USE (P5-B2) I SHEET TITLE 001 Mai GENERAL NOTES: 1. DESIGN CRITERIA: DESIGN CODE: 2001 CALIFORNIA BUILDING CODE (CBC) SEISMIC ZONE = 4 SOIL PROFILE = TYPE SD NEAR SOURCE FACTOR Na- 1.0 WIND SPEED - 70 M.P.H. NEAR SOURCE FACTOR Nv- 1.2 WIND EXPOSURE - C 2. ALL MATERIALS AND WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE 2001 CBC AND GOVERNING BUILDING ORDINANCES. 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES. 4. WHERE A SECTION OR TYPICAL DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED, 5. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THIS ENGINEER. UNATHORIZED CHANGES RENDER THESE DRAWINGS VOID. 6. ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUB -CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED. 7. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES INCLUDING BUT, NOT LIMITED TO BRACING & SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. 8. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL GRADES, DIMENSIONS, AND CONDITIONS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. ALL DIMENSIONS CONTROLLED BY EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE SITE. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT, AND TO PROTECT THEM FROM DAMAGE, THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. 10. GENERAL CONTRACTOR SHALL NOTIFY THE ENGINEER AND ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS, PRIOR TO STARTING WORK. FOUNDATION: DESIGN IS BASED ON CBC TABLE 18-1 A. ALLOWABLE BEARING: 1000 PSF W/ INCREASES FOR DEPTH 4000 PSF MAX. LATERAL BEARING: 100 PSF CONCRETE: 1. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO CHAPTER 19 OF THE CBC AND TO ALL REQUIREMENTS OF ACI 301-96, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," EXCEPT AS SPECIFIED HEREIN. 2. MIX DESIGN REQUIREMENTS: A. CEMENT SHALL BE TYPE II. B. COMPRESSIVE STRENGTH = 2,500 PSI C. CONCRETE SLUMP SHALL NOT EXCEED 5". 3. ALL REINFORCING STEEL SHALL BE SECURED IN POSITION AND INSPECTED BY THE BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. REINFORCING STEEL: 1. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 UNLESS OTHERWISE NOTED. 2. BARS SHALL BE CLEAN OF MUD, OIL, OR OTHER COATINGS LIKELY TO IMPAIR BONDING. 3. ALL REINFORCING SHALL BE SECURED IN PLACE PRIOR TO INSPECTIONS, PLACING CONCRETE, OR GROUTING MASONRY. 4. REINFORCING STEEL SHALL BE SPLICED AS SHOWN OR NOTED. SPLICES AT OTHER LOCATIONS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER. ALL VERTICAL WALL REINFORCEMENT SHALL BE CONTINUOUS BETWEEN SPLICE LOCATIONS SHOWN IN THE DETAILS. CONSTRUCTION NOTES FRAMING LUMBER: 1. ALL VISUALLY GRADED FRAMING LUMBER SHALL CONFORM TO THE GRADING RULES SET FORTH BY THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB) OR THE WESTERN WOOD PRODUCTS ASSOCIATION (WWPA). EACH PIECE SHALL BEAR THE GRADE STAMP OF AN APPROVED GRADING AGENCY, EXCEPT EXPOSED LUMBER SHALL BEAR NO MARKINGS WHICH WILL BE VISIBLE AFTER INSTALLATION. 2. FRAMING LUMBER SHALL BE DOUGLAS FIR -LARCH, UNLESS OTHERWISE NOTED. 2x AND 4x SAWN LUMBER SHALL HAVE A MOISTURE CONTENT NOT MORE THAN 19% AT TIME OF FABRICATION. THE FOLLOWING GRADES SHALL BE THE MINIMUM ACCEPTABLE GRADES, UNLESS OTHERWISE NOTED: ITEM MINIMUM GRADE STUDS: 2" THICK, 4" WIDE (STUD HT.=8'-1 " MAX.) .... NO. 2 2" THICK, 4" TO 8" WIDE...............................NO. 2 STRUCTURAL JOISTS AND LIGHT FRAMING: 2" TO 4" THICK, 4" AND WIDER .....................NO. 1 BEAMS AND STRINGERS: 5" AND THICKER, 6" AND WIDER ....................NO. 1 POST AND TIMBERS: 5" x 5" AND LARGER......................................NO. 1 3. STRUCTURAL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD PS 1-95. STRUCTURAL USE PANELS SHALL CONFORM TO PS 2-92 (APA PRP-108). APA GRADE STAMP SHALL BE PROVIDED ON ALL SHEATHING. SHEATHING SHALL BE EXPOSURE 1 (EXTERIOR GLUE). INSTALL WITH FACE GRAIN ACROSS SUPPORTS EXCEPT WHERE NOTED ON PLANS OR DETAILS. PROVIDE GAPS AT ALL EDGES AS RECOMMENDED BY APA. ROOF AND FLOOR SHEATHING AND SHEAR WALL PANELS SHALL BE IN PLACE AND INSPECTED BY THE BUILDING OFFICIAL PRIOR TO COVERING. 4. ALL GLUE LAMINATED MEMBERS AS SHOWN ON PLANS SHALL BE IN ACCORDANCE WITH A.N.S.I. A190.1. INSPECTION CERTIFICATES SHALL BE FURNISHED WITH EACH BEAM. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW. GLUE LAMINATED MEMBERS SHALL BE OF INDUSTRIAL APPEARANCE WITH EXTERIOR GLUE. THE FOLLOWING DOUGLAS FIR SPECIES COMBINATIONS SHALL BE GLUED: SIMPLE SPAN BEAM: 24F-V4 CANTILEVERED BEAMS: 24F-V8 5. FRAMING HARDWARE SHALL BE SIMPSON "STRONG TIE" OR EQUAL, UNLESS OTHERWISE NOTED. SUBSTITUTIONS SHALL BEAR I.C.B.O. APPROVAL. 6. NAILING SCHEDULE, TYPICAL UNLESS OTHERWISE NOTED ON DRAWINGS: CONNECTION COMMON NAILS JOIST TO SILL OR GIRDER, TOE NAIL 3 -8d BRIDGING TO JOIST, TOE NAIL, EACH END 2 -8d SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d 0 16" o.c. TOP PLATE TO STUD, END NAIL (4) 8d TOE NAILS OR (2) 16d END NAILS DOUBLE STUD, FACE NAIL 16d @ 24" ox. DOUBLE TOP PLATES, FACE NAIL 16d @ 16" o.c. TOP PLATES, LAPS & INTERSECTIONS, FACE NAIL 2 - 16d CONT. HEADER, 2 PIECES, FACE NAIL ALONG EDGES 16d @ 16" o.c. CEILING JOISTS TO PLATE, TOE NAIL 3 - 8d CONT. HEADER TO STUD, TOE NAIL 4 - 8d CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3 - 16d CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3 - 16d RAFTER TO PLATE, TOE NAIL 3 - 8d BUILT-UP CORNER STUDS 16d @ 24" o.c. ADDITIONAL NAILING NOTES: A. ALL NAILS SHALL BE COMMON NAILS IN CONFORMANCE WITH FEDERAL SPECIFICATION FF-N-105B, UNLESS OTHERWISE SPECIFIED ON DRAWINGS. SINKERS SHALL NOT BE SUBSTITUTED UNLESS SPECIFICALLY APPROVED BY THIS ENGINEER. B. ALL NAILS EXPOSED TO THE WEATHER SHALL BE GALVANIZED. C. TOE NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES TO THE PIECE SURFACE AND BE STARTED AT 1 /3 THE LENGTH FROM THE EDGE OF THE PIECE. 7. WOOD SCREWS SHALL BE IN CONFORMANCE WITH A.N.S.I. B18.6.1. 8, BOLTS AND LAG SCREWS SHALL CONFORM TO A.N.S.I. B18.2.1. ALL BOLTS THRU WOOD SHALL HAVE STANDARD CUT WASHERS EXCEPT WHERE METAL SIDE PLATES ARE SPECIFIED. BOLT HOLES SHALL BE BORED 1 /32" TO 1 /16" LARGER THAN THE BOLT DIAMETER, UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL INSTALL A SIMPSON BP-5/8-S WITH (4) SDS 1 /4 x 1 1 /2 SCREWS AT ALL HOLES LARGER THAN 1 /16" OVERSIZED AT NO ADDITIONAL COST. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO APPLICATION OF PLASTER, PLYWOOD, ETC. 9. ALL WOOD BEARING ON CONCRETE OR MASONRY IF LESS THAN 4'-0" ABOVE GRADE SHALL BE PRESSURE TREATED DOUGLAS FIR. 10. STRUCTURAL MEMBERS SHALL BE NOT CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. 11. SILL PLATES SHALL BE SECURED TO FOUNDATION WITH MINIMUM 5/8" DIA. ANCHORS WITH 7" MINIMUM EMBEDMENT. ANCHORS SHALL BE SPACED AT 6'-0" o.c. WITH A MINIMUM OF (2) BOLTS PER PIECE (MINIMUM EDGE DISTANCE = 1 7/8"). PROVIDE 2" SQ x 3/16" PLATE WASHER AT BOLTS. SEE PLAN FOR ADDITIONAL REQUIREMENTS AT SHEAR WALLS. NOTES: 1. SUBSTITUTION OF A SIMPSON SET ADHESIVE ANCHOR WITH OTHER ADHESIVE ANCHORS MANUFACTURED BY SIMPSON STRONG -TIE OR BY OTHER MANUFACTURERS IS NOT ALLOWED WITHOUT WRITTEN APPROVAL BY THIS ENGINEER PRIOR TO INSTALLATION. THE CONTRACTOR SHALL BEAR THE ENTIRE COST OF REPLACEMENT OF NON -APPROVED ANCHORS. 2. THE CONTRACTOR SHALL ACCURATELY LOCATE ALL EXISTING REINFORCING BY X-RAY OR EQUIVALENT METHODS. NO REBAR OR TENDONS SHALL BE CUT. ALL EXPENSES RELATED TO REPAIR OF CUT REBAR OR TENDONS SHALL BE ENTIRELY AT THE EXPENSE OF THE CONTRACTOR. 3. SPECIAL INSPECTION IS REQUIRED FOR INSTALLATION OF ANCHORS. CONCRETE - WALL OR SLAB A307 THREADED ROD IN HOLE FILLED WITH SIMPSON SET ADHESIVE LIJ Z d ,a 4 i'-E w co ° - q ©. Q V) ••d ANCHOR SCHEDULE (1) BOLT DIA. HOLE DIA. "E" EMBEDMENT "T" MIN. THICKNESS 3/8" 7/ 16" 3 1 /2» 5 1 /4" 1 /2" 9/ 16" 4 1 /4„ 6 3/8„ 5/8» 3/4" 5" 7 1 /2» 3/4" 7/8» 1 6 3/4" 1 10 1 /8" (1) INFORMATION SHOWN IN THIS TABLE IS IN ACCORDANCE WITH: ICBO REPORT ER-5279 AND CITY OF L.A. R.R. 25279, i Uftwn *1101 POST BASE o 7- LL w Q� 0 0 0 0 7 G a=O t Z {f =C El a POST PLAN SON B O POST WITH (3) SHOT TO (E) SLAB HOLD DOWN MAY BE RAISED ON POST, PROVIDED THAT THE ANCHOR NUT IS NOT OVER -TORQUED, WHICH WOOD POST ---,,,,COULD SPLIT THE POST SEE PLAN SILL PLATE STUD BOLTS (SEE SCHEDULE) WHERE OCCURS ANCHOR (SEE SCHEDULE) SIMPSON HOLD DOWN SEE PLAN z U-i E FOUNDATION-� N w () ADHESIVE ANCHOR SEE 4/S3 HOLD DOWN BOLTING SCHEDULE CODE APPROVALS: NER-393 NER 469 LARK 24818, 25158, 25293 5UMff DeSIGN 21092 BAKE PARKWAY SUITE 114 LAKE FOREST, CA 92630 Phone: 949.215.3339 Fax: 949.457.9375 SUMfi JOB j 06-315 PROPRIETARY INFORMATION This document is the creation, design, property, and copyrighted work of Cingular Wireless. Any duplication or use without express written consent is strictly prohibited. MJ Irm-m SHEAR WALL HOLD DOWN Jeffrey Rome & Associates, Inc. Architecture & Telecommunications 260 Newport Center Drive, Suite 360 Newport Beach, California 92660 Phone:(949) 760-3929 Fax: (949) 760-3931 MOISTURE BARRIER APPROVALS METAL 12" STUD I I I I F#3 6" 1 16" AT 24" o.c. IN I 1 /2" DIA. x 2" DEEP HOLE FILLED R.F. WITH SIMPSON SET ADHESIVE . (E) S #3 x 24" LONG DOWEL I 1 /2" DIA FILLED WITH SIMPSON SET ADHESIVE NOTE: THE EPDXY USED IN THIS DETAIL IS NON-STRUCTURAL. SPECIAL INSPECTION IS NOT REQUIRED FOR THIS APPLICATION. 5 VSLAB INFILL T � i V l < I u a ZONING PROJECT NAME ARMED FORCES CAREER CENTER 2142 NORTH TUSTIN AVENUE SANTA ANA, CALIFORNIA ORANGE COUNTY DRAWING DATES SHEET TITLE 0 a 6 •WMA S-3 400 WOOD BEAM SUMIT DESIGN SEE PLAN —SIMPSON A35 it 2109BAKE PARKWAY AT 16 0. C. SUITE2 114 LAKE FOREST, CA 92630 Phone: 949.215.3339 Al z z /Z 7 z Fax: 949.457.9375 SUWT JOB 106-315 0 0 PROPRIETARY INFORMATION This document is the creation, design, property, and copyrighted work of Cingular Wireless. Any duplication or use without express SIMPSON PC written consent is strictly prohibited. POST CAP (E) ROOF JOIST—/ (E) ROOF JOIST SEE PLAN SEE PLAN SIMPSON LTP4— (E) DBL ESS/ AT 16 to O.C. TOP PLATE 01114 0 4x6 POST S.E. 4296 cr_ EXP 6/30/05 Y\_GLB CT SEE PLAN 10 WOOD BEAM TO POST ROOF JOIST TO GLB Jeffrey Rome & Associate Architecture & Telecommunications SIMPSON A35 AT 16" o.c. 260 Newport Center Drive, Suite 360 Newport Beach, California 92660 (E) ROOF WITH #8 SCREWS x 3/8 Phone: (949) 760-3929 JOIST LONG THRU PLYWOOD Fax: (949) 760-3931 WOOD POST---,,,,,, Z 7 A I I f14 z z z I A I I/ I z SIMPSON A35---\ APPROVALS AT 16 $) O.C. SIMPSON PB46—\ (E) DBL R.F. POST BASE TOP PLATE z CONIC. SLAB ZONING SEE PLAN SIMPSON LPT4—/ AT 16 " 0. C. 0 SIMPSON MST37—J(E) 4xj \_GLB CENTERED ON WOOD SEE PLAN REINF7j SPLICE BEAM NOTCH GLB AT SEE PLAN (E) SIMPSON POST CAP AS REQ'D (1" MAX) SEE PLAN POST CAP PROJECT NAME (E) 4x6 POST ARMED FORCES CAREER CENTER 11 PAD FOOTING 8 WOOD BEAM TO EXISTING POST 2 2142 NORTH TUSTIN AVENUE SANTA ANA, CALIFORNIA (c7N r) D FIELD Lj EDGE NAILING ON IUH TOP PLATE PLATE AND WOOD BEAM NAILING TF. T -T.1 _11 -TI WOOD- BEAM HII 1 7—IT 1 1.1 11 EDGE NAILING SHEATHING-------,, STAGGERED AT SEE PLAN AND SHT'G EDGES SHEAR WALL I I i i I I I I H SCHEDULE I I i I II I IHOLD DOWN POST----/ ­4I_ (SEE PLAN) PROVIDE I I II II EDGE NAILING ALONG POST (TYP) SIMPSON HOLD DOWN—/ WHERE OCCURS SOLID BLK'G AT 3x -FOUNDATION SILL SHT'G SPLICES PLATE -SEE SCHEDULE TYPICAL FOR SOLE NAIL/ ANCHOR BOLT SPACING (E) ROOF JOIST (E) 2x BLK'G (E) DBL 2x4 SIMPSON LPT4 —SIMPSON A35 ORANGE COUNTY (TYP) VON (TYP) (E) 4x WOOD (TYP) (T TOP PLATE BEAM DRAWING DATES N R1 —BUILT-UP CORNER SHEET TITLE -2x4 NO. 2 STUDS AT 16 too.c. UON CONSTRUCTION SEE 9/S4 FOR REQUIREMENTS AT DETAILS SHEAR WALLS \-3x SILL PLATE (UON) S�4 TYPICAL SHEAR WALL LAYOUT AND SCHEDULE STUD WALL ELEVATION 3 ---_Jj ILir7,Ll I 17LO MISSION! SHEAR WALL SCHEDULE (3) (5) (8) SOLE NAIL SPACING 6 ANCHOR BOLT SPACING 7 SHEATHING ONE SIDE SHEATHING BOTH SIDES SHEATHING ONE SIDE SHEATHING BOTH SIDES WALL TYPE SHT'G EDGE NAILING A35 (9) SPACING (1) (2) (4) (4) (> 1/2" 6" O.C. 6" O.C. 3" 0. C. 72" o.c. 48" o.c. 20 of O.C. 4�> 1/2 $p 4" O.C. 4 o.c. 2" o.c. 48" o.c. 24" o.c. 14" o.c. 43> 1/2 ot 3" O.C. 3 0. C. 1 1/2" 0-c- 48" O.C. 24" o.c. 10 to O.C. 44> 1/2" 2" O.C. 2 o.c. 3/8" DIA x 6" LAG AT 5" o.c. 32 to O.0 16" ox 8" O.C. NOTES: 1. SHEATHING SHALL BE APA RATED, PANEL INDEX 20/0. MIN. SIZE OF SHT'G SHEET SHALL BE 12- WIDE 2. WALL SHEATHING NAILS SHALL BE 8d COMMON WITH A MINIMUM OVERALL LENGTH OF 1 7/8-. NAILS SHALL NOT BE OVERDRIVEN. MINIMUM EDGE DISTANCE SHALL BE 3/8". PROVIDE FIELD NAILING OF 8d AT 12" o.c. 3. ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL BE 3 INCH NOMINAL OR WIDER AND NAILS SHALL BE STAGGERED. PLYWOOD JOINT AND SILL NAILING SHALL BE STAGGERED IN ALL CASES. 4. WHERE SHEARWALL SHEATHING IS APPLIED TO BOTH SIDES OF WALL, SHEATHING PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 5. ALL FOUNDATION SILL PLATES SHALL BE 3 INCH NOMINAL OR WIDER. SOLE PLATES ABOVE FOUNDATION LEVEL SHALL BE 2 INCH NOMINAL UNLESS GREATER 600 PLF. 6. SILL NAILS SHALL BE 16d COMMON, 16d SINKERS ARE NOT PERMITTED UNLESS APPROVED BY THE STRUCTURAL ENGINEER. STAGGER SILL NAILING WHERE NAILS ARE SPACED 3"o.c. OR LESS. 7. ANCHOR BOLTS SHALL BE 3/4" DIA. PROVIDE 2" SQ. x 1/4" PLATE WASHER AT EA. A.B. 8. CONTRACTOR SHALL NOT OVERSIZE HOLES IN SILL PLATE. WHERE OVERSIZE EXCEEDS 1/4" CONTRACTOR SHALL PROVIDE SIMPSON LBP BEARING PLATE AT CONTRACTOR'S EXPENSE. 9. A35 SPACING SHOWN FOR SHT'G ONE SIDE. AT SHTG BOTH SIDES, USE 1/2 OF THE SPACING SHOWN. N R 4 NOTE: 0 SEE 8/S5 FOR FRAMING 40' ,AT DUCT PENETRATIONSSUMIT GIC-SIGN 21092 BAKE PARKWAY SUITE 114 LAKE FOR949.2153339 A/C UNIT--\ Phone: (750# MAX.) Fax: 949.457.9375 SUW JOB f 06-315 Q) PROPRIETARY INFORMATION 4x4 REDWOOD SKID x 8'-0" LONG MIN. SKID This document is the creation, TO BE INSTALLED design, property, and copyrighted work of Cingular Wireless. Any PERPENDICULAR TO duplication or use without express 1/2" DIA X 3" LONG LAG (E) JOIST written consent is strictly prohibited. SCREW, (4) MIN. (E) ROOF SHEATHING S/ AIT\ BET,4 C") QD S.E. 4296 EXP 6/30/05 `DUCT (E) ROOF —\—SIMPSON A21 WITH —/ JOIST (4) 1 Od NAILS AT (E) WOOD —/ EACH ROOF JOIST. BEAM (TYP) MJ 1=4 AAk 10 A/C PLATFORM 7 14 jeffrey Rome & Associates, Inc. Architecture & Telecommunications 260 Newport Center Drive, Suits 360 Newport Beach, California 92660 Phone: (949) 760-3929 Fax: (949) 760-3931 APPROVALS R.F. ZONING PROJECT NAME ARMED FORCES CAREER CENTER 18 15 2142 NORTH TUSTIN AVENUE SANTA ANA, CALIFORNIA ORANGE COUNTY DRAWING DATES SHEET TITLE CONSTRUCTION DETAILS L4fl:N I S.5 112 9 6 3j