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HomeMy WebLinkAbout10139151.pdfABBREVIATIONS A. B. ANCHOR BOLT F.S. FLOOR SINK R.D. ROOF DRAIN ABV ABOVE FTG. FOOTING ROOF'G. ROOFING A.C.T. ACOUSTICAL CEILING TILE FDN. FOUNDATION RM. ROOM ADJ. ADJUSTABLE, ADJACENT F.O.F. FACE OF FINISH R.O. ROUGH OPENING A.F.F. ABOVE FINISH FLOOR GA. G C. GAUGE GENERAL CONTRACTOR S. E. SATIN ENAMEL A.C. AIR CONDITIONING GEN. GENERAL SCHED. SCHEDULE ANOD. ANODIZED G.I. GALVANIZED IRON SECT. SECTION ALUM/AL ALUMINUM GR. GRASS; GLAZING; GLAZED S.G.E. SEMI -GLOSS ENAMEL APPROX. APPROXIMATE GYP. GYPSUM SHT'G. SHEATHING BD. BOARD HDWR HARDWARE SHT. SHEET H.D. HUB DRAIN S.C.R. SILICONE CONTROL BM. BEAM H.M. HOLLOW METAL RECTIFIER BLK. BLOCK HORIZ. HORIZONTAL SIM. SIMILAR BLK'G. BLOCKING N.P. HIGH POINT SK. SINK BOT. BOTTOM H S.D. SOAP DISPENSER BLDG BUILDING / F INT. TERFACE SOL. SOLID INS. INSULATE; INSULATION B.N. BOUNDARY NAIL INT. INTERIOR SPECS. SPECIFICATIONS CAB. CABINET JOINT SQ. SQUARE CLG. CEILING JNT• JOIST S.S. S/S STAINLESS STEEL CEM. CEMENT LAM LAMINATE LAMINATED STD. STANDARD C.F. CURB FACE L.P. LOW POINT/LAMINATED PLASTIC STL. STEEL q CENTERLINE STOR. STORAGE C.T. CERAMIC TILE LTG. LIGHTING ST. STREET; STRAIN CLR. CLEAR MFR. MANUFACTURER COL. COLUMN MAT'L. MATERIAL STRUCT. STRUCTURAL SUSP. SUSPEND; SUSPENDED C.M.U. CONCRETE MASONRY UNIT MAX. MAXIMUM SW. SWITCH CONC. CONCRETE MECH. MECHANICAL SYS. SYSTEM CONST. CONSTRUCTION MEMB. MEMBRANE TEL. TELEPHONE CONT. CONTINUOUS MET/MTL METAL THERMO. THERMOSTAT C.J. CONTRACTION OR CONTROL JOINT M.L. METAL LATH THK. THICK CONTR. CONTRACTOR MIN. MINIMUM THRU. THROUGH TOIL. TOILET CORR. CORRIDOR MISC. MISCELLANEOUS T.C. TOP OF CURB CTRD. CENTERED MLDG. MOULDING T.P. TOP OF PAVING C.W.T. CERAMIC WALL TILE M.T. METAL THRESHOLD T.R. TOP OF ROOF DP. DEEP N.I.C. NOT IN CONTRACT T.P. TOP OF PARAPET DET. DETAIL N.T.S. NOT TO SCALE T.S. TOP OF SLAB DIAL. DIAGONAL NO. NUMBER T.W. TOP OF WALL DIA. DIAMETER 0 OWNER T.S.B. TOP SET BASE DIM. DIMENSION OFF. OFFICE T. TREAD DR. DOOR O.C. ON CENTER T.S. TUBULAR STEEL DBL. DOUBLE OFCI OWNER FURNISHED TYP. TYPICAL DN. DOWN CONT'R INSTALLED U.L. UNDERWRITING D.S. DIRECTIONAL SIGN, OPN'G. OPENING LABORATORIES DOWNSPOUT OPP. OPPOSITE UNFIN. UNFINISHED DWG. DRAWING O.A. OVERALL U.O.N. UNLESS OTHERWISE EA. EACH O.A.H. OVERALL HEIGHT VENT. NOTED VENTILATE; VENTILATION E.S. EACH SIDE O.H. OVERHEAD VEST. VESTIBULE E.I.F.S. EXTERIOR INSULATION & P.C.C. PORTLAND CEMENT CONCRETE V.W.C. VINYL WALL COVERING FINISH SYSTEM P.G. PAINT GRADE W.C. WATERCLOSET ELEC. ELECTRICAL PR. PAIR W.P. WATERPROOF PNL PANEL W.W.F. WELDED WIRE FABRIC E.P. ELECTRICAL PANEL PART. PARTITION W.ID�. EL. ELEVATION (GRADE) PERF. PERFORATION W/�iilfi ELEV. ELEVATION (BLDG) PLAS. PLASTER W/O WITHO.l E.N. EDGE NAIL PTDF PRESSURE TREATED WD. WOOD ENCL. ENCLOSURE DOUGLAS FIR W.I.C. WAKI[ CO LER EQ. EQUAL PLYWD. PLYWOOD W.I.F. WALK, ally! EZER EQUIP. EQUIPMENT PROP. PROPERTY EXH. EXHAUST P.L. PROPERTY LINE w. NAT EXIST. EXISTING P.V.C. POLY VINYL CHLORIDE aO E.J. EXPANSION JOINT R. RISER EXP. EXPOSED; EXPANSION REFR. REFRIGERATOR EXT. EXTERIOR R.S. REMOTE SENSOR M FIN. FINISH F.R.P. FIBERGLASS REINFORCED REINF. REINFORCING PANEL REQ'D. REQUIRED F.F. FINISH FLOOR RET. RETURN w F.E. FIRE EXTINGUISHER R.A. RETURN AIR F.E.C. FIRE EXTINGUISHER CABINET REV. REVERSE i F.P. FIRE PROOF RCP REFLECTED CEILING; FLASH FLASHING PLAN FLR. FLOOR F.D. FLOOR DRAIN FIRE DEP"ARTMENT NOTES BUILDING SECTION LETTER A - - DIRECTION OF SECTION A6 BUILDING SECTION SHEET DETAIL LETTER 3 DIRECTION OF DETAIL A3.1 SHEET NUMBER q EXTEROR ELEVATION NUMBER A5 ELEVATION SHEET 4 INTERIOR ELEVATION NUMBER (SEE SHEET Al FOR INTERIOR ELEVATIONS) 16 KEYNOTE DESIGNATION 3 DOOR DESIGNATION WINDOW DESIGNATION C� TOILET ACCESSORY DESIGNATION 23 KITCHEN EQUIPMENT DESIGNATION 89-09 9 CEILING HEIGHT ABOVE FINISH FLOOR _ ELEVATION BLDG. HEIGHT LOCATION REFERENCE POINT T-1 WALL FINISH NUMBER A REVISION NUMBER EQUIPMENT ROUGH -IN CONNECTION, NUMBER (ELEC.) e EQUIPMENT (M.P.E.) ITEM NO. 1. ALL STREETS LESS THAN 36 FEET WIDE SHALL BE MARKED AND SIGNED AS A FIRE LANE. THE 14. FIRE SPRINKLER SYSTEMS WITH 100 OR MORE HEADS REQUIRE 24-HR SUPERVISION. MARKING AND SIGNS SHALL BE PROVIDED AND INSTALLED PER THE CITY OF SANTA ANA FIRE THIS INCLUDES WATER FLOW AND TAMPER SWITCHES ON ALL CONTROL VALVES, I.E., DEPARTMENTS FIRE LANE STANDARDS. DOUBLE BACKFLOW, PIV, FLOOR CONTROL, ISOLATION VALVES, ETC. 2. A FIRE DEPARTMENT APPROVED KEY BOX FOR FIRE DEPARTMENT ACCESS SHALL BE INSTALLED 15. COMPOSITE WOOD JOIST CONSTRUCTION HAVING AUTOMATIC FIRE SPPRINKLERS ON THE ADDRESS SIDE OF THE BUILDING NEAR THE MAIN ENTRANCE AT A HEIGHT OF 5 FEET SHALL BE FIRESTOPPED IN CONFORMANCE WITH CURRENT EDITION OF THE N.F.P.A. 13. ABOVE FINISHED GRADE. THE KNOX BOX SHALL CONTAIN KEYS TO GAIN ACCESS TO EACH 16. PLANS FOR THE FOLLOWING SYSTEMS SHALL BE SUBMITTED (3 COPIES) TO THE BUILDING. U.F.C. SECTION 902.4. BLDG DEPT FOR FIRE DEPT APPROVAL PRIOR TO INSTALLATION -FIRE SPRINKLERSYSTEM, 3. PROVIDE A FIRE ALARM SYSTEM AS REQUIRED PER U.F.C. ARTICLE 10. AN APPROVED KITCHEN HOOD & EXTINGUISING SYSTEM. A3 MONITORING SYSTEM IS REQUIRED IF THE SPRINKLER SYSTEM HAS MORE THAN 100 SPRINKLER 17. "EXIT" SIGNS SHALL BE IN BLOCK LETTERS, A MINIMUM OF SIX INCHES(6") HIGH WITH A STROKE OF NOT LESS THAN 3(4" LUMINANCE OF FACE OF SIGN SHALL BE 50 LUX. 4. FIRE DEPARTMENT FINAL INSPECTION IS REQUIRED. SCHEDULE ALL INSPECTIONS 72 HOURS IN 18. "EXIT" SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND ENERGIZED FROM SEPARATE CIRCUIT ADVANCE BY CALLING (714) 647-5700. (SEE `ELECTRICAL PLANS). ONE OF THE ABOVE CIRCUITS SHALL BE PART OF THE EMERGENCY ' ANY NEW OR EXISTING BUILDING OR STRUCTURE, SHALL 2 BE FIRE RETARDANT U.L. LISTED CLASS A. O.M.C. 15.36.030 19. PROVIDE AN OCCUPANT LOAD OF 66 TO BE POSTED NEAR MAIN EXIT OF TENANT SPACE 1. 6, DECORATIVE MATERIALS SHALL BE NONCOMBUSTIBLE, FLAME RESISTANT OR TREATED WITH A PROVIDE AN OCCUPANT LOAD OF 40 TO BE POSTED NEAR MAIN EXITS FOR TENANT PACES 2 & 3� FLAME RETARDANT. � � S, CHEMICALS SHALL COMPLY WITH UNIFORM FIRE CODE REQUIREMENTS. 7. EXPOSED WALL INSULATION AND FACINGS SHALL HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOPED RATING OF 450 OR LESS IN ACCORDANCE WITH SECTION 723.2. 21. DRAPES AND OTHER DECORATIVE MATERIALS SHALL BE FLAMME RETARDANT. CERTIFICATION THEREOF REFER TO WALL SECTIONS 7/A-2 AND 8/A3. SHALL BE PROVIDED. EXITS, EXIT LIGHTS, FIRE ALARM STATIONS, HOSE CABINETS AND EXTINGUISHER LOCATIONS SHALL NOT BE CONCEALED BY DECORATIVE MATERIAL. 8. PORTABLE FIRE EXTINGUISHERS SHALL BEAR THE LABEL OF AN APPROVED AGENCY, BE OF AN 22. PROVIDE BLUE REFLECTIVE HYDRANT MARKERS IN CONFORMANCE WITH CITY OF SANTA ANA APPROVED TYPE AND BE INSTALLED IN LOCATIONS VISIBLE AND ACCESSIBLE TO THE OCCUPANTS. FIRE DEPARTMENT STANDARDS. (SECTION 9212.2 OBBC) PORTABLE FIRE EXTINGUISHERS SHALL BE INSTALLED IN THE FOLLOWING 23. ACCESS LANE TO BE POSTED "NO STOPPING FIRE DEPT ACCESS LANE CVC 22500.1" & RED LOCATIONS IN ACCORDANCE WITH NFPA 10 AS REQUIRED BY SECTION 921.2 OBBC. CURBED. A. IN ALL OCCUPANCIES IN USE GROUP A-3. A 24. PAVED VEHICULAR ACCESS AND HYDRANTS SHALL BE IN SERVICE PRIOR TO COMMENCEMENT OF B. IN ALL AREAS CONTAINING COMMERCIAL KITCHEN EXHAUST HOOD SYSTEMS. 9• PROVIDE A 2A 1 OBC MIN. RATED FIRE EXTINGUISHERS TO BE LOCATED WITHIN 25. STORAGE, DISPENSING, OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE 75 FT OF TRAVEL DISTANCE FROM ALL AREAS, TRAVEL DISTANCE IS 30 FT IN AREA GASES, AND HAZARDOUS CHEMICALS SHALL COMPLY WITH UNIFORM FIRE CODE REQUIREMENTS. E IID 10. ALL U DE GR U D IR LINES AND OVERHEAD SPRINKLER LINES SHALL E 26. HIGH PILED COMBUSTIBLE STOCK, (COMBUSTIBLE MATERIALS IN CLOSELY PACKED PILES HYDROSTATICALLY TESTED FOR TWO (2) HOURS AT 200 PSI. ALL UNDERGROUND MORE THAN 12 FEET IN HEIGHT OR ON PALLETS N RACKS MORE THAN 12 FEET HIGH, RUBBER FIRE LINES SHALL BE FLUSHED CLEAR. ALL TESTS AND FLUSHING TO BE WITNESSED TIRES, PLASTICS, AND SOME FLAMMABLE LIQUIDS MORE THAN 6 FEET) IN EIGHT SHALL COMPLY BY A FIRE DEPARTMENT REPRESENTATIVE. ITH CALIFORNIA FIRE CODE AND N.F.P.A. REGULATIONS. 11.ALL FIRE SPRINKLER PLANS SHALL BE APPROVED BY THE BUILDING DEPARTMENT PLANS SHALL INCLUDE: A. PLAN VIEW SHOWING THE BUILDING'S STRUCTURAL FRAMING MEMBERS AND 3 ALL POINTS OF HANGER ATTACHMENTS (NOTE ON PLAN). B. A RESPONSIBLE ENGINEERS WET INK STAMP AND SIGNATURE APPROVING THEPf�0\4,tc)t-� Y S STEM (S) SUPPORT LOCATIONS. `` �`' 1 1 IR ER N.F STANDARD 13, FIRE SPRINKL SYSTEM , REQUIRED FOR NEW CONSTRUC ER S.A.M.C. 13. UNDERGROUND FIRE LINE PLANNS REQUIRE A SUBMITTAL TO THE BUILDING DEPT FOR FIRE DEPT REVIEW, TO BE SEPARATE FROM THE PUBLIC WORKS GRADING PLAN. 101,0121110MAL BUILDING DATA F" •i__ _ . •• •`A A•! ALL PRODUCTS LISTED BY I.C.B.O./N.E.R.NUMBER(S) 11ER THE REPORT AND MANUFACTURER'S WRITTEN INSTRUCTIONS. PRODUCT • FOR •.•r r SHALL ALSO HAVEI.C.B.O. APPROVED EVALUATION REPORT(S) OR BE APPROVED AND LISTED BY OTHE_.�i' kI4 • NOTE: STATE OF CALIFORNIA CODES ARE STATE AMENDED AND REVISED MODEL CODES 1997, SUCH AS '97 UNIFORM BUILDING CODE IS STATE AMENDED '98 CALIFORNIA BUILDING CODE, '98 CBC, ETC. W/ CITY OF SANTA ANA AMENDMENTS. USE GROUP OR OCCUPANCY CLASSIFICATION: A-3 (UNIT A) B (UNITS B & C) CONSTRUCTION TYPE CLASSIFICATION: VN (SPRINKLERED Q TOTAL GROSS BUIL THAT PORTION OF LOT 13 IN BLOCK B OF THE A. B. CHAPMAN TRACT SURVEYED BY FRANK LECOUVREUR IN 1870, AS SHOWN ON A MAP RECORDEDN IN BOOK 102, PAGE 15 OF MISCELLANNEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA, DESCRIBED IN THE DEEDS TO RALPH W. HULL RECORDED MAY 4, 1918 IN BOOK 319, PAGE 337 AND DECEMBER 24, 1919 IN BOOK 346, PAGE 340, WESTERLY LINE OF THE OF THE STATE HIGHWAY, 80.00 FEET WIDE, AS DESCRIBED IN THE DEED RECORDED OCTOBER 7, 1937 IN 100.00 FEET OF THE WESTERLY 130.00 FEET OF SAID LOT 13. BOOK 904, PAGE 518 OF OFFICIAL RECORDS OF SAID COUNTY. EXCEPTING THEREFROM THE NORTHERLY 100.00 FEET OF THE SOUTHERLY 275.00 FEET OF THE EASTERLY ALSO EXCEPTING THEREFROM PARCELS 1, 2, AND 3, AS SHOWN ON A MAP FILED IN BOOK 60, PAGE 49 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA. P"Ru"'JECT DESIGN CONSULTANTJ CIVIL/SITE JOSEPH C. TRAUXAW & ASSOC. ENGINEER: CONTACT: STEVE HAGER 265 S. ANITA DRIVE, SUITE 111 ORANGE, CA 92868 PH.: 714) 935 0135 FAX: 714) 535 0135 ARCHITECTURAL: FRED COOK ARCHITECTS CONTACT: FRED COOK 3184- B AIRWAY AVE. COSTA MESA, CA 92626 PH: (714) 966-1415 FAX: (714) 966-2837 STRUCTURAL: PLUMP ENGINEEERING CONTACT: RICHARD PLUMP 914 E. KATELLA AVE. ANAHEIM, CA 92805 PH: (714) 385-1835 FAX: (714) 385-1834 GENERAL PROCON CONTRACTOR CONTACT: DAN CALVA PH,: 909 983 4444 FAX: 909 983 7574 ALL RoOF ;ETf CHES OR LA ^° z PO ED, TO AND a of Jk. 46 CHAPTER 11A L C00 E. (B M. 0 Pl��. s,F c j i r v r. z zviti iA?f .k , MECH/PLUMBING/ ABSOLUTE ENGINEERING ELECTRICAL: CONTACT: SAUM NOUR 3822 CAMPUS DRIVE SUITE 219 NEWPORT BEACH, CA 92660 PH: (949) 852-8700 FAX: (949) 852-1918 LANDSCAPING SCOTT PETERSON LANDSCAPE ARCHITECT, INC, P.O.BOX 2157 LAKE ARROWHEAD CA.92352 PH: (909) 317 3023 FAX: (909) 337 8984 SOIL REPORT SOILS SOUTHWEST CONTACT: MALOY GUPTA 897 VIA LATA, SUITE N COLTON, CA 92324 TEL: (909) 370 0474 FAX: (909) 370 3156 Night Time Lig, v �,ng 0 ntm Call 6471=5840 For App I pfi- P o .,� .� Ykf' aw fM.+` 8b V<✓ � 2 a1....E. ✓:i..u.+✓ � Yaar� u.y .3i.+. ✓ �....-. U 'u,✓ "v'..0" �wv't2.«r...... ?z.+S" yid � K � [4u+� W. -kJ SCHEDULE OF DRAWINGS SHT. N0. DRAWING TITLE DATE REVISION T-1 PROJECT INFORMATION SHEET VICINIITY MAP T-2 ADA DETAILS T-2.1 ADA NOTES T-3 SECURITY NOTES T-3.1 SECURITY. NOTES A-0 ARCHITECTURAL SITE PLAN A-0.1 ARCHITECTURAL DETAILS A-1 DIMENSIONED FLOOR PLAN A1.1 DOOR &WINDOW SCHEDULES & DETAILS A-2 REFLECTED CEILING PLAN A-2.1 REFLECTED CEILING PLAN DETAILS A-3 ROOF PLAN A-3.1 ROOF PLAN DETAILS A-4 EXTERIOR ELEVATIONS A-5 BUILDING SECTIONS A-6 WALL SECTIONS A-7 EXTERIOR DETAILS S-1 GENERAL NOTES S1.1 GENERAL NOTES S-2 FOUNDATION PLAN S-3 ROOF FRAMING PLAN S-4 STRUCTURAL DETAILS S-5 STRUCTURAL DETAILS M-1 MECHANICAL NOTES, SPECS. & DETAILS M-2 MECHANICAL ROOF PLAN M-3 MECHANICAL TITLE 24 FORMS P-1 PLUMBING NOTES, SPECS. & DETAILS P-2 PLUMBING FLOOR PLAN P-3 PLUMBING ROOF PLAN E-1 ELECTRICAL NOTES, SCHEDULES & SINGLE LINE DIAGRAM E-2 ELECTRICAL LIGHTING & POWER PLAN SP-1 SPECIFICATIONS _....... ... _ ._ ..,_.._ .�..�..... SP-2 SPECIFICATIONS SP-3 SPECIFICATIONS SP-4 SPECIFICATIONS 0 SEPARATE PERMITS REQUIRED 1. TRASH ENCLOSURES 2. LIGHT POLE BASES/ LIGHT STANDARD 3. BLOCK WALLS /WOOD FENCES 4. PEDESTRIAN PROTECTION IF REQUIRED 5. SIGNS 6. GRADING 7. LANDSCAPE 8. PLUMBING, ELECTRICAL, MECHANICAL 9. TEMPORARY OFFICE TRAILER 10. TEMPORARY POWER POLE 11. FIRESPRINKLER SYSTEM 12. FIRE ALARM SYSTEMS 13. PARKING LOTS PLANNING DW05[Ofq v I c I N"I TY MA P Kequired FRED COOK ARCHITECTS 3184-B AIRWAY AVENUE COSTA MESA, CA 92626 TEL 714 - 966 - 1415 FAX 714 - 966 - 2837 do �V cL 4i 017 �k r� LE CDC .t W. � � .LJ . r F- N Q CD w 00 /yo �. 0- REVISIONS NO. DATE DESCRIPTION A' 5/7/03 P.C. SUBMITTAI 1 05/14/03 P.C. CORRECTIONS k 06/12/03 P.C. CORRECTIONS L� 06/16/b3 FIRE DEPT CORR. c � `` s a � h k>� ,t cite of Beets A N.T.S. FCA JOB NO. 239-01 ISSUE DATE 04/29/0 SHEET NUMBER ols" 11 1 1/2* GALV. STD. STEEL 17 MIN. F R E D COOK PIPE, TYP. AT HANDRAIL AND ARCHITECTS UPRIGHTS, COLOR: PER ° _,� DE — ELEVATIONS 6'_p" MAX 3184-8 AIRWAY AVENUE BETWEEN f I COSTA MESA, r — — — — — — — — z I 24" CLEAR AT R — UPRIGHTS TEL 714 966A �21415 32 MIN C FAX 714 — 966 — 2837 CONCRETE RAMP AND HAtd®RA1! WHEREI Mt ' LANDING PER STRUC. OCCURS, I C 18 CLEAR AT INTERIOR DRAWINGS ____= DISPLAY CONDITIONS I I I 4"R, TYP. m U I Z I I 1 ry 2 s CaOo� I VATtY j I I I THIS ADDITIONAL. v .� v� I cc I'- - - - J I SP IF DOOR _ � co ¢ ® i I I EQUIPPEDWITH BOTH A sy � 1 Hai,aada _ X SIDE 0 19 MAX. FlN. GRADE aaa-EEEEfflQ 48" MIN. CLEAR PA 12RAMP 1:12 MAX SLOPE 12'° FRONT INTERNATIONAL SYMBOL OF ACCESSIBILITY . APP O " - ENTRM itPER PLAN PLm NOTE: RAMP TO COMPLY WITH HANDICAP ACCESSIBILITY DETAIL 2/A-10.3 CIO 36" MIN. ACCESSIBLE RAMP & HANDRAIL 3/8" = 1'-O" 19 ACCESSIBILTY SYMBOL 1°' = 1°, 13 i CENTERLINE OF PULLLoll TOILET TISSUE DISPENSER WITH I= CD ow NIBS I I � I vs � � �-� 1 PAPER FLOW N � ' „ 8" MIN. _ ul- SYMBOL IF "X" >24 INCHES THEN AN I I ADDMONAL RING I ®LAVATORY ,J - N N 28 MIN. CLEAR CLEARANCE OF INCHES S BE - - PROVIDE AS SHOWN. I I , �" - - - - - - I z 32" MIN. CLEAR FROM LAVATORY 24 MIN. • I I ® i , BOTH 9 FROM OR WHERE OCCURS IF `X" > 15 INCHES THEN AN I I ' I t LATE TOILET PARTITION `-----------' d- TO EDGE OF ADDITIONAL RING I- ®,® -I „ I LATE x I PSIDE CLEARANCE OF 12 INCHES S 2 -6 WATM < Cl WATER CLOSET' BE PROVIDE SHOWN. o �N i Z _ �- ® ^ I J � � � 54" MIN. "CONTROLS FOR -J � 6"MAX. i - 0� WATER CLOSETS 04 SHALL BE ON _ ` -- �_ THE OPEN SIDE` x I z 6' 36" MIN. GRAB BAR OF STALL I FINISHED ME FL " MIN. IF DOOR 48" MIN. IF ®" I N CDHAS TH LATCH i 1 MIN. ® � I AND A CLOSER 4'-0" V-0" SIDE A11 SDE ENTRANCE CLR. ELR. SPACE IN ALCOVES 1/2" — 1'-0°' 20 ENTRANCE IDENTIFICATION 1/2" = 1'-O" 14 LAVATORY CLEARENCES 1,° = 1J_o,� 10 DOOR CLEARANCES 1/411 — 1'-0" 6 TOILET STALLS CLEARANCES 1/2" = 1'-O" 2 J W Q�< to-j n- W ------COMPRESSED CARPET ------ c= 1 4"MAX. BELOW 32" CLR. Q zTHRESHOLDFINISHE— Cif � Q ATI— II I H I I Q I 1 I 18„ Q O I I I I � I L------------ MIN. C� In � L_ ®®® J 19" MIN. Q O Q RECEPTACLE THRESHOLDz 2 -6 0n-,,, UTLETCD� � 00 32" CLR. n oo �r- o - o r-- w '7 I ' _ -1 z N Ln d- I N Nam! N I I THRESHOLD- I REVISIONS lc-2NO. DATE DESCRIPTION CLR. FLR. SPACE IN ALCOVES 1/2" = 1'-0" 21 RECEPTACLES 8c SWITCHES 3/4" = 1'-0" 15 ACCESSIBLE SEATING 1/2" = 1'-0°' 11 THRESHOLD /TRANSITIONS 1„ = 1°, 7 DOORS IN SERIES 1/4" = 1,-0,° ® 5/7/03 P.C. SUBMITTAL 3 a .----WATER RESISTANT PMEL WATER RESISTANT GYPSUM BOARD a WOOD BLOCKING 1 1 /2"O.D. GRAB BAR, FWSH DEVICE ON SEE DETAIL 16/- a _ ` ETALBRACKETS: 4°SIDE OF O C. MAX. /c3,1/4""WATER 0 SELF-DRIWNG/SELF- 1 /2' ® TAPPING TH ,, _ a- 3/16 THICK K �y CN x �, d- x FCA .LOB NO. v ti� `" PLATE FORo o _ < "� "' Z ,c = r.: K^ SUPPORT - TYP. FINISH�', `" R INSULATE 2 3 .� {� '� FLOOR �' ' "' WATER N N — WOOD BLOCKING ;,. PIPES 2 X STUDS ISSUE DATE 04/29/03 SEMI RECESSED . P SMOOTH G NO CORN OR PAPER SURFACE MOUNTED SOAP ES, MIN. 1 /8" US MUL - TOILETCLOS TOILET' E URINAL.TOWEL / WASTE P T DENSER LAVATORY MI ETISSUDISPENSER SEAT COVER �ncvr:ni c n_ SHEET NUMBER CLEAR FLOOR SPACE FOR WHEELCHAIRS 1. MINIMUM CLEAR FLOOR OR GROUND SPACE REQUIRED TO ACCOMMODATE A SINGLE, STATIONARY WHEELCHAIR AND OCCUPANT IS 30 INCHES X 48 INCHES. MINIMUM CLEAR FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE POSITIONED FOR FORWARD OR PARALLEL APPROACH TO AN OBJECT. FLOOR OR GROUND SPACE FOR WHEELCHAIRS MAY BE PART OF THE KNEE SPACE REQUIRED UNDER SOME OBJECTS. 2. PROVIDE AN ADDITIONAL 12 INCHES WIDTH ON ONE SIDE FOR ALCOVES GREATER THAN 15 INCHES DEEP AND DESIGNED FOR SIDE APPROACH. 3. PROVIDE AN ADDITIONAL 6 INCHES WIDTH ON ONE SIDE FOR ALCOVES GREATER THAN 24 INCHES DEEP AND DESIGNED FOR FRONT APPROACH. HAZARDS AND PROTRUDING OBJECTS 1. OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27 INCHES AND 80 INCHES ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4 INCHES INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES. 2. OBJECTS MOUNTED WITH THEIR LEADING EDGES AT OR BELOW 27 INCHES ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT. 3. FREESTANDING OBJECTS MOUNTED ON POSTS / PYLONS MAY OVERHANG 12 INCHES MAXIMUM FROM 27 INCHES TO 80 INCHES ABOVE THE GROUND OR FINISHED FLOOR. 4. PROTRUDING OBJECTS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. 5. ANY OBSTRUCTION OVERHANGING A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80 INCHES ABOVE THE WALKING SURFACE AS MEASURED TO THE BOTTOM OF THE OBSTRUCTION. PARKING 1. SURFACE SLOPES OF PARKING SPACES FOR THE PHYSICALLY DISABLED SHALL NOT EXCEED 1 /4 INCH PER FOOT (2% GRADIENT) IN ANY DIRECTION. 2. DISABLED PARKING SPACES SHALL BE LOCATED SO AS NOT TO REQUIRE USERS TO WHEEL OR WALK BEHIND ANY OTHER NON -DISABLED OR DISABLED PARKING SPACE. (CALIFORNIA ONLY) 3. IN EACH PARKING AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF WALKWAYS. 4. PARKING SPACES RESERVED FOR PERSONS WITH PHYSICAL 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 ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 INCHES IN AREA AND, WHEN IN THE PATH OF TRAVEL, SHALL BE POSTED AT A MINIMUM HEIGHT OF 80 INCHES FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE. SIGNS MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36 INCHES FROM THE PARKING SPACE FINISHED GRADE, GROUND, OR SIDEWALK. 5. A SIGN SHALL 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 AT LEAST 17"X22" WITH LETTERING NOT LESS THAN 1" IN HEIGHT. PER SECTION 1129B.5 REQUIRED WORDING AS FOLLOWS: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED BY TELEPHONING THE SANTA ANA POLICE DEPT. AT (714) 245-8665. CVC 22658a. 6. IN ADDITION TO ABOVE REQUIREMENTS, THE SURFACE OF EACH ACCESSIBLE PARKING SPACE OR STALL SHALL HAVE A SURFACE IDENTIFICATION DUPLICATING EITHER THE FOLLOWING SCHEMES: A. BY OUTLINING OR PAINTING THE STALL OR SPACE IN BLUE AND OUTLINING ON THE GROUND IN THE STALL 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 PROPERLY PARKED IN THE SPACE AND SHALL BE 36 INCHES HIGH AND 36 INCHES WIDE. S C G 7. ACCESSIBLE PARKING SPACES SERVING A PARTICULAR BUILDING SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE ENTRANCE. 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. CBC SECTION 1129B.1 8. IN BUILDINGS WITH MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED CLOSEST TO THE ACCESSIBLE ENTRANCES. CBC SECTION 1129B.1. WALKS AND SIDEWALKS 1. WALKS ALONG AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE A MINIMUM OF 48" WIDE WITH SLIP RESISTANT SURFACES. ANY ABRUPT LEVEL CHANGES SHALL BE LESS THAN 1 /2" VERTICAL AND BEVELED AT 1:2 SLOPE. IF LEVEL CHANGES ARE GREATER THAN 1/2", THEY SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS. 2. SURFACE CROSS SLOPES SHALL NOT EXCEED 1 /4 INCH PER FOOT. 3. WALKS, SIDEWALKS, AND PEDESTRIAN WAYS SHALL BE FREE OF GRATING WHENEVER POSSIBLE. GRID OPENINGS WITHIN GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS SHALL BE LIMITED TO 1/2 INCH IN THE DIRECTION OF THE TRAFFIC FLOW. 4. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1:20, IT SHALL COMPLY WITH REQUIREMENTS FOR RAMPS, PER SECTION 1007 OF THE U.B.C. 5. PROVIDE 80" MINIMUM HEADROOM FROM ALL WALKWAY SURFACES TO OBSTRUCTIONS. ENTRANCES / DOORS 1. AT LEAST 50% OF PRIMARY ENTRANCES AND EXTERIOR GROUND FLOOR EXIT DOORS TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO THE PHYSICALLY DISABLED. (100% OF GROUND FLOOR ENTRANCES AND EXITS IN CALIFORNIA) 2. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE i STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS. 161WMITmomm'll ENTRANCES ,DOORS CONTINUE 3. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 36 INCHES IN WIDTH, AND NOT LESS THAN 80 INCHES IN HEIGHT. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90 DEGREES AND SHALL BE MOUNTED SO THAT THE CLEAR WIDTH OF THE DOORWAY IS NOT LESS THAN 32 INCHES. 4. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PA ARS, PUSH-;PIQLL ACTIVAT OR OTHER 1 HARDWARE DESIG D TO VIDE SAE T REQUIRI H .,. 1CITY 0 RA PENING HAR E. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. 5. LEVER HAND ACTIVATED OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 INCHES AND 44 INCHES MAXIMUM ABOVE THE FINISH FLOOR. 6. THE FLOOR OR LANDING LENGTH ON EACH SIDE OF AN ENTRANCE OR A PASSAGE DOOR SHALL BE LEVEL AND CLEAR AT LEAST 60 INCHES IN THE DIRECTION OF THE DOOR SWING AND AT LEAST 48 INCHES OPPOSITE THE DIRECTION OF THE DOOR SWING AS MEASURED AT RIGHT ANGLES TO THE FACE OF THE DOOR IN THE CLOSED POSITION. THE WIDTH OF THE LEVEL AND CLEAR AREA ON THE SIDE WHICH THE DOOR SWINGS SHALL EXTEND A MINIMUM OF 24 INCHES PAST THE STRIKE EDGE OF THE DOOR FOR DOORS WITH LATCH SIDE APPROACH AND 36 INCHES FOR DOORS REQUIRING LATCH SIDE APPROACH. REFER TO DETAIL NO. 2 ON THIS DRAWING FOR ADDITIONAL CLEARANCE REQUIREMENTS. FLOOR7. THE OR LANDING a i : MORE THAN 1/2 INCH • ' i THE THRESHOLD OF DOORWAY. AND ! WITH A O. NO GREATER , • THE BOTTOM 10 INCHES OF ALL i•!'S (EXCEPT AUTOMATIC ANDSLIDING) SHALL SMOOTH UNINTERRUPTED r r ! SURFACE TO ALLOW i••" TO BE OPENED BY L 1 • FOOTREST • • WITHOUT CREATING l l • < • , • HAZARDOUS CONDITIONNARROW DOORS ARE i j 10 INCH ALLOWHIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL i••' TO BE OPENED BY A WHEELCHAIR FOOTREST. •THE MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT�. i OR EXTERIOR DOORS AND 5 LBS. FOR INTERIOR DOORS. LL 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 !••' MAY • EXCEED 15 LBS. 10. DOORWAYS LEADING TO SANITARY FACILITIES SHALL BE IDENTIFIED AS FOLLOWS: A. AN EQUILATERAL TRIANGLE 1 /4" THICK WITH EDGES 12" LONG AND A VORTEX POINTING UPWARD AT MEN'S REST ROOMS. B. A CIRCLE 1 /4" THICK, 12" IN DIAMETER AT WOMEN'S REST ROOMS. C. A 12" DIAMETER CIRCLE WITH A TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER AT UNISEX REST ROOMS. D. THE REQUIRED SYMBOLS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60". E. BRAILLE SIGNAGE SHALL ALSO BE LOCATED ON THE WALL %%UADJACENT TO THE LATCH OUTSIDE OF THE DOORWAYS LEADING TO THE SANITARY FACILITIES. 11. ALL DOORWAYS LEADING TO SANITARY FACILITIES SHALL HAVE 32 INCH CLEAR, UNOBSTRUCTED OPENINGS. 12. ALL SINKS, FAUCET CONTROLS, AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. LEVER -OPERATED, AND ELECTRONICALLY CONTROLLED MECHANISMS ARE OF ACCEPTABLE DESIGNS.SELF-CLOSINGARE • REMAINS OPEN FOR AT L1 1 1. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. EVERY STAIRWAY REQUIRED TO BE MORE THAN 88 INCHES IN WIDTH SHALL BE PROVIDED WITH NOT LESS THAN ONE INTERMEDIATE HANDRAIL FOR EACH 88 INCHES OF REQUIRED WIDTH. INTERMEDIATE HANDRAILS SHALL BE SPACED APPROXIMATELY EQUALLY WITHIN THE ENTIRE WIDTH OF THE STAIRWAY. 2. THE UPPER APPROACH AND THE LOWER TREAD OF EACH INTERIOR STAIR SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2 INCHES WIDE AND PLACED PARALLEL TO, AND NOT MORE THAN, 1 INCH FROM THE NOSE OF THE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIPE SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE TREADS OF THE STAIR. 3. WHERE STAIRS OCCUR OUTSIDE OF A BUILDING, THE UPPER APPROACH AND ALL TREADS SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2 INCHES WIDE AND PLACED PARALLEL TO, AND NOT MORE THAN 1 INCH FROM THE NOSE OF THE STEP OF LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP -RESISTANT AS THE TREADS OF THE STAIR. A PAINTED STRIPE SHALL BE ACCEPTABLE. 4. ALL STAIR TREAD SURFACES SHALL BE SLIP -RESISTANT. mr.3011111 1. HANDRAILS AT STAIRWAYS SHALL BE 34 INCHES TO 38 INCHES ABOVE THE NOSING OF THE TREADS. 2. HANDRAILS AT THE TOP OF STAIRWAYS SHALL EXTEND A MINIMUM OF 12 INCHES OF LEVEL DISTANCE BEYOND THE TOP NOSING. HANDRAILS AT THE BOTTOM OF STAIRWAYS SHALL EXTEND A MINIMUM OF TREAD WIDTH PLUS 12 INCHES BEYOND THE BOTTOM NOSING BEFORE THEY ARE RETURNED. AT THE BOTTOM, THE HANDRAIL SHALL CONTINUE TO SLOPE FOR A DISTANCE OF THE WIDTH OF ONE TREAD FROM THE BOTTOM RISER. THE REMAINDER OF THE EXTENSION IS HORIZONTAL (LEVEL). 3. WHERE THE EXTENSION OF THE HANDRAIL IN THE DIRECTION OF THE STAIR RUN WOULD CREATE A HAZARD, THE EXTENSION SHALL BE MADE AT RIGHT ANGLES, ON THE FACE OF A RETURNING WALL. WHERE THE STAIRS ARE CONTINUOUS THE HANDRAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE LANDING. 4. HANDRAILS ARE REQUIRED ON RAMPS WHEN THE SLOPE EXCEEDS 1:20 (5%). HANDRAILS AT RAMPS SHALL RUN ALONG BOTH SIDES OF A RAMP, BE CONTINUOUS THE FULL LENGTH, AND EXTENSIONS AT THE TOP AND BOTTOM OF THE RAMP SHALL COMPLY WITH ITEM NUMBER 2, ABOVE. ACCESS REQUIREMENI�l HANDRAILS CONTINUE 5. THE HANDRAIL GRIP SURFACE AT RAMPS SHALL BE MOUNTED BETWEEN 34 INCHES AND 38 INCHES ABOVE THE RAMP SURFACE. 6. ALL HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. 7. ALL HANDRAILS PROJECTED FROM A WALL SHALL HAVE AN ABSOLUTE CLEARANCE OF 1-1/2 INCHES BETWEEN THE WALL AND THE HANDRAIL. 8. THE HANDGRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1-1/4 INCH NOR MORE THAN 1-1/2 INCH IN CROSS -SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE AN EQUIVALENT SMOOTH GRIPPING SURFACE WITH NO SHARP CORNERS. RAMPS 1. ALL RAMPS USED AS EXITS AND ANY PATH OF TRAVEL HAVING A SLOPE GREATER THAN 1:20 SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION. RAMPS SHALL HAVE THE LEAST POSSIBLE SLOPE. 2. PEDESTRIAN RAMPS SERVING PRIMARY ENTRANCES TO A BUILDING SHALL HAVE A MINIMUM WIDTH OF 48 INCHES. 3. ALL RAMPS IN AREAS ACCESSIBLE TO PERSONS WITH DISABILITIES ON A PATH OF TRAVEL OR SERVING EXITS SHALL HAVE A 1:12 MAXIMUM SLOPE WITH CROSS SLOPES NO GREATER THAN 1:50. 4. THE LEVEL LANDING WIDTH OF ANY RAMP SHALL EXTEND PAST THE STRIKE EDGE OF ANY DOOR OR GATE AS SHOWN ON DETAIL NO. 6 ON THIS DWG. 5. DOORS STANDING IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP TO LESS THAN 42 INCHES OR THE REQUIRED WIDTH BY MORE THAN 3 INCHES. 6. WALKS AND SIDEWALKS SHALL NOT HAVE CROSS SLOPES EXCEEDING 1 /4" PER FOOT (2%) SLOPE). SLOPES ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5% UNLESS DESIGNED AS A PEDESTRIAN RAMP IN ACCORDANCE WITH CBC SECTION 1133B.5. FOR CURB RAMPS REFER TO CBC SECTION 11278.5. ,_ 7. CURB RAMPS SHALL COMPLY W/CBC SECTION 1127 B.5. AL�L LANDING 4 FOOT 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 THE SLOPE OF THE FANNED OR FLARED SIDES OF THE CURB RAMP SHALL NOT EXCEED 1 UNIT VERTICAL TO 12 UNITS HORIZONTAL (8.33% SLOPE). J • '•• !1111 11 C 1. THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHALL BE A MINIMUM OF 17 INCHES AND A MAXIMUM OF 19 INCHES MEASURED TO THE TOP OF THE TOILET SEAT. 2. PROVIDE 18 INCHES FROM THE CENTERLINE OF THE WATER CLOSET TO THE ADJACENT WALL. 3. TOILET AND URINAL FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL BE MOUNTED ON THE OPEN (WIDE) SIDE OF THE TOILET STALL, NO MORE THAN 44 INCHES ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. 4. WHERE URINALS ARE PROVIDED, AT LEAST ONE SHALL HAVE A CLEAR SPACE 30 INCHES WIDE BY 48 INCHES LONG IN FRONT OF THE URINAL. AT LEAST ONE URINAL WITH A RIM PROJECTING A MINIMUM OF 14 INCHES FROM THE WALL (CALIFORNIA ONLY) AND A MAXIMUM OF 17 INCHES ABOVE THE FLOOR SHALL BE INSTALLED. 5. A CLEAR FLOOR SPACE 30 INCHES WIDE BY 48 INCHES LONG SHALL BE PROVIDED IN FRONT OF A LAVATORY TO ALLOW FORWARD APPROACH. SUCH CLEAR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND TOE SPACE UNDERNEATH LAVATORY. 6. .x, i • __ SHALL S MOUNTED __. _ t CLEARANCE • 1 OF AT LEAST• ••• TO THE BOTTOM OF APRON WITH KNEE CLEARANCE UNDER THE FRONT/ A MINIMUM OF 30 INCHES IN WIDTH WITH ? INCHES MINIMUM DEPTH AT THE TOP. TOE CLEARANCE SHALL BE SAME WIDTH ! i MINIMUM OF • INCHES HIGH FROM•O• AND A MINIMUM OF LAVATORIES.INCHES DEEP FROM THE FRONT OF THE LAVATORY. 7. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER 8. MIRRORS SHALL BE MOUNTED WITH BOTTOM EDGE OF THE REFLECTIVE SURFACE NOT MORE <i INCHES FROMFLOOR. 9. LOCATE PAPER TOWEL DISPENSERS, SANITARY NAPKIN DISPENSERS, AND AND WASTE RECEPTACLES WITH ALL OPERABLE PARTS NOT MORE THAN 40 INCHES FROM THE FLOOR. 10. LOCATE TOILET TISSUE DISPENSERS ON THE WALL WITHIN 12 INCHES OF THE FRONT EDGE OF THE TOILET SEAT. 11. GRAB BARS SHALL COMPLY WITH THE FOLLOWING, PER SECTION 1115B.8: A. THE DIAMETER, OR WIDTH OF THE GRAB BAR GRIPPING SURFACE SHALL BE NO LESS THAN 1-1/4 BUT NOT GREATER THAN 1-1/2- OR THE SHAPE SHALL B. THE CLEAR SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1-1/2 C. THE GRAB BARS AND THEIR CONNECTION TO WALLS SHALL BE DESIGNED TO SUPPORT 250 LBS. MULTIPLE ACCOMMODATION TOILET FACILITIES 1. A CLEAR SPACE, MEASURED FROM THE FLOOR TO A HEIGHT OF 27 INCHES ABOVE THE FLOOR, WITHIN THE SANITARY FACILITY ROOM, OF SUFFICIENT SIZE TO INSCRIBE A CIRCLE OF A DIAMETER NOT LESS THAN 60 INCHES, OR A CLEAR SPACE NOT LESS THAN 56 INCHES X 63 INCHES IN SIZE SHALL BE PROVIDED. DOORS OTHER THAN THE DOOR TO THE DISABLED TOILET COMPARTMENT, IN ANY POSITION, MAY NOT ENCROACH INTO THIS SPACE BY NOT MORE THAN 12 INCHES. 2. AN ACCESSIBLE INDIVIDUAL TOILET STALL SHALL PROVIDE AT LEAST 28 INCHES CLEAR SPACE FROM A FIXTURE OR 32 INCHES CLEAR SPACE FROM A WALL AT ONE SIDE OF THE WATER CLOSET. A 48 INCH LONG CLEAR SPACE IN FRONT OF WATER CLOSET SHALL BE PROVIDED IF THE COMPARTMENT HAS AN END OPENING DOOR (FACING THE WATER CLOSET). A 60 INCH LONG CLEAR SPACE SHALL BE PROVIDED IN COMPARTMENT WHEN DOOR IS LOCATED AT THE SIDE. GRAB BARS SHALL NOT PROJECT MORE THAN 3 INCHES INTO CLEAR SPACE SPECIFIED ABOVE. n MULTIPLE ACCOMMODATION TOILET FACILITIES CONTINUE 3. WATER CLOSET COMPARTMENT SHALL BE EQUIPPED WITH DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE, AND A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32 INCHES WHEN LOCATED AT THE END, AND 34 INCHES (CALIFORNIA ONLY) WHEN LOCATED AT THE SIDE, WHEN THE DOOR IS POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. 4. EXCEPT FOR DOOR OPENINGS, A CLEAR UNOBSTRUCTED ACCESS NOT LESS THAN 44 INCHES SHALL BE PROVIDED TO ALL WATER CLOSET COMPARTMENTS DESIGNED FOR USE BY THE DISABLED. THE SPACE Y IMMEDIATELY IN FRONT OF A WATER CLOSET COMPARTMENT SHALL BE NOT LESS THAN 48 INCHES AS MEASURED AT RIGHT ANGLES TO THE COMPARTMENT DOOR IN ITS CLOSED POSITION. GRAB BARS 1. GRAB BARS SHALL BE LOCATED ON ONE SIDE AND THE BACK OF THE PHYSICALLY DISABLED TOILET STALL OR COMPARTMENT AND SHALL BE SECURELY ATTACHED 33 INCHES ABOVE AND PARALLEL TO THE FLOOR. 2. GRAB BARS AT THE SIDE SHALL BE AT LEAST 42 INCHES LONG WITH THE FRONT END POSITIONED 54 INCHES FROM THE BACK OF THE STALL. GRAB BARS AT THE BACK SHALL NOT BE LESS THAN 36 INCHES LONG. 3. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1-1/4 INCHES OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF THE GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1-1/2 INCHES. 4. GRAB BARS, AND ANY WALL OR OTHER SURFACE ADJACENT TO IT, SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. GRAB BAR EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH. 5. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 6. GRAB BARS SHALL BE DESIGNED TO SUPPORT A 250 POUND FORCE. ADDITIONAL REQUIREMENTS 1. THE CENTER OF RECEPTACLE OUTLETS SHALL BE NOT LESS THAN 12 INCHES ABOVE THE FLOOR OR WORKING PLATFORM. 2. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF SWITCHES INTENDED TO BE USED BY OCCUPANTS OF A ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL BE NOT LESS THAN 36 INCHES NOR MORE THAN 48 INCHES ABOVE THE FLOOR OR WORKING PLATFORM. 3. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48 INCHES ABOVE THE LEVEL OF THE ADJACENT FLOOR, WORKING PLATFORM, GROUND SURFACE, OR SIDEWALK. 4. INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY DISABLED PERSONS. THE SYMBOL SPECIFIED ABOVE SHALL CONSIST OF A WHITE FIGURE ON BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 595A. SIGNAGE 1. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL ALSO BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE. SECTION 1117B.5. 2. THE SIGNAGE REQUIREMENTS OF SECTION 11178.5. ARE TO BE SATISFIED. 3. THE SIGNAGE REQUIREMENTS OF SECTION 1115B.5. ARE TO BE SATISFIED AT DOORWAYS LEADING ALL SANITARY FACILITES. 1. PROJECT SHALL BE CONSTRUCTED IN COMPLIANCE WITH ALL APPLICABLE FEDERAL AND STATE ACCESSIBILTY STANDARDS. 2. WHEN MORE THAN ONE BUILDING OR FACILITY ON A SITE, ACCESSIBLE ROUTES, OF TRAVEL SHALL BE PROVIDED BETWEEN BUILDINGS AND ACCESSIBLE SITE FACILITIES. CBC SECTION 1127.B.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. CBC SECTION 112713.1 amn 3184-8 AIRWAY AVENUE COSTA MESA, CA 92626 TEL 714 - 966 - 1415 FAX 714 - 966 - 2837 k Y. v sy d� v CJ ; o W U V) W r Z W � � Q 0 a Z I 0 ® Q In I- 0 �- Q n-**, 0 c/� n o0 IT - REVISIONS NO. DATE DESCRIPTION IA5/7/03 P.C. SUBMITTAL Q1 5/14/03 P.C. CORR. ISSUE DATE 04/29/03 SHEET NUMBER DIVISION 3. BUILDING SECURITY REGULATIONS Sec. 8-200. Application and scope. The provisions of this security ordinance shall apply to all activities for which a building permit is required. Additions, alterations and repairs: Fifty (50) percent more of the building's current valuation. When additions, alterations or repairs within any twelve-month period exceed fifty (50) percent of the value of any existing building or structure, each building or structure shall be made to conform to the requirements for new buildings or structures. All applicable state and local fire codes must be adhered to. No portion of this division shall supersede any local, state or federal laws, regulations or codes. (Ord. No. NS-1424, § 1, 6-5-78; Ord. No. NS-1794, § 1, 10-14-85) Sec. 8-201. Definitions of technical terms. The following terms used in this division shall have the meanings indicated below: Approved means certified as meeting the requirements of this division by the enforcing authority or his authorized agents, or by other officials designated by the enforcing authority to give approval on a particular matter dealt with by the provisions of this division with regard to a given material, mode of construction, piece of equipment or device. Auxiliary locking device is a secondary locking system added to the primary locking system to provide additional security. Bolt is a metal bar which, when actuated, is projected (or "thrown") either horizontally or vertically into a retaining member, such as a strike plate, to prevent a door from moving or opening. Bolt projection (or bolt throw) is the distance from the- edge of the door, at the bolt center line, to the farthest point on the bolt in the projected position, when subjected to end pressure. Burglary resistant glazing means those materials as defined in Underwriters Laboratories Bulletin 972. Commercial or industrial building is a building, or portion thereof, used for a purpose other than dwelling. Component, as distinguished from a part, is a subassembly which combines with other components to make up a total door or window assembly. For example, the primary components of a door assembly include: Door, lock, hinges, jamb/wall, jamb/strike and wall. Cylinder is the subassembly of a lock containing the cylinder core, tumbler mechanism and the keyway. A double cylinder lock is one which has a key -actuated cylinder on both the exterior and interior of the door. Cylinder core or cylinder plug is the central part of a cylinder containing the keyway, which is rotated by the key to operate the lock mechanism. Cylinder guard is a hardened metal ring or plate surrounding the otherwise exposed portion of a cylinder lock to resist cutting, drilling, prying, pulling, or wrenching with common tools. Deadbolt is a lock bolt which does not have a spring action as opposed to a latch bolt, which does. The bolt must be actuated by a key and/or a knob or thumb turn and when projected becomes locked against return by end pressure. Dead latch is a spring actuated latch bolt having a beveled end and incorporating a plunger which, when depressed, automatically locks the projected latch bolt against return by end pressure. Door assembly means a unit composed of a group of parts or components which make up a closure for a passageway through a wall. For the purposes of this division, a door assembly consists of the following parts: Doors, hinges, locking device or devices; operation contracts (such as handles, knobs, push plates); miscellaneous hardware and closures; the frame, including the head, threshold, and jambs plus the anchorage devices to the surrounding wall and a portion of the surrounding wall extending thirty-six (36) inches from each side of the jambs and sixteen (16) inches above the head. Door stops are the projections along the top and sides of a door jamb which check the door's swinging action. Double cylinder deadbolt is a deadbolt which can be activated only by a key from either the interior or exterior of the building.Dwelling is a building or portion thereof designated exclusively for residential occupancy, including single- family and multiple family dwellings. Flushbolt is a normal manual, key, turn operated or automatic releasing metal throwbolt, normally used on inactive door(s) that is attached to the top and bottom of the door and engages in the head and threshold of the frame. Fully tempered glass means those materials meeting or exceeding ANSI Standard 297.1--Safety Glazing. Inactive leaf or door means either leaf or door of a pair of doors which has no surface mounted hardware and which receives and holds the latch or bolt of the primary locking system. Jamb is the vertical members of a door frame to which the door is secured.Jamb/strike means that component of a door assembly which receives and holds secure the extended lock bolt; the strike and jamb used together are considered a unit. Jamb/wall is that component of a door assembly to which a door is attached and secured; the wall and jamb used together are considered a unit. Key -in -knob is a lockset having the key cylinder and other lock mechanisms contained in the knob. Latch or latch bolt is a beveled, spring -actuated bolt, which may or may not have a deadlocking device. Lock or lockset is a keyed device (complete with cylinder, latch or deadbolt mechanism, and trim such as knobs, levers, thumb turns, escutcheons, etc.) for securing a door in a closed position against forced entry. Locked indicator is a device indicating whether the lock set (deadbolt, etc.) is locked or open. Locking device is a part of a window or sliding door assembly which is intended to prevent movement of the movable sash or door. Minimum maintained means measurable light level at furthest point from lighting source at ground level. Multiple -family dwelling is a building or portion thereof designed for occupancy by one (1) or more persons living independently of each other, including hotels, motels, apartments, duplexes, town houses, and condominiums. Panic hardware is a latching device on a door assembly for use when emergency egress is required due to a fire or oth er er threat to life safety. devices are designed y gn so that they will facilitate the safe egress of people in case of an emergency when a pressure not to exceed fifteen (15) pounds is applied to the releasingdedirection ect n of exit travel. Such releasing devices are bars or panels extending not less than two -vice in the dir thirds (2/3) of the width of the door and placed at heights suitable for the service required, not less than thirty (30) nor more than forty-four (44) inches above the floor. Part, as distinguished from component, is a unit (or subassembly) which combines with other units to make up a component. Primary locking device is the single locking system on a door or window unit whose function is to prevent unauthorized intrusion. Private dwelling or single-family dwelling is a building designed exclu§ively for occupancy by one (1) family. Rail is the horizontal members of a sash frame. A meeting rail is one which mates with a rail of another sash or framing member of the window frame when the sash is in the closed position. Sash is an assembly of stiles, rails, and, sometimes, muntins assembled into a single frame which supports the glazing material. A fixed sash is one which is not intended to be opened. A movable sash is intended to be opened. Sill is the lowest horizontal member of a window frame. Single cylinder deadbolt is a deadbolt lock which is activated from the exterior by a key and from the interior by a know, thumb -turn, lever or similar mechanism. Solid core door means a door composed of solid wood or compressed wood equal in strength to solid wood construction. Stile is a vertical framing member of a window or door. A meeting stile is one which mates with a stile of another sash, or a vertical framing member of a door or window frame when the sash is in the closed position. Strike is a metal plate attached to or mortised into a door jamb to receive and to hold a projected latch bolt and/or deadbolt in order to secure the door to the jamb. Swinging door means a door hinged at the stile or at the head and threshold. U.L listed means tested and listed by Underwriters Laboratories, Inc. Vandal resistant cover is a protective cover constructed of either acrylic, polycarbonate or wire mesh which totally encloses the light source. The wire mesh must have a maximum 1/4-inch mesh. The polycarbonate and acrylic must have a minimum 1/2-inch thickness. The purpose of the cover is to discourage the willful destruction of the light source. Visibility corridor is an opening of at least a ten -inch square and shall be located a minimum of thirty-six (36) inches and not to exceed fifty (50) inches above ground level. Window assembly is a unit composed of a group of parts or components which make up a closure for an opening in a wall or roof (including the anchorage) to control light, air, and other elements. Window frame is that part of a window which surrounds and supports the sashes and is attached to the surrounding wall. The members include side jambs (vertical), head jamb (upper, horizontal), sill and mullions. (Ord. No. NS-1424, § 1, 6-5-78; Ord. No. NS-1436, § 1, 8-21-78; Ord. No. 1794, § 2, 10-14-85) Sec. 8-202. Definition of "enforcing authority". As used in this division, the term "enforcing authority" shall mean the building official and his authorized representatives. (Ord. No. NS-1424, § 1, 6-5-78; Ord. No. NS-1794, § 3, 10-14-85; Ord. No. NS-1900, § 6, 6-1-87) Sec. 8-203. Enforcement. The enforcing authority is hereby empowered and directed to administer and enforce the provisions of this division relating to physical security requirements for buildings in the City of Santa Ana. Plans and specifications for proposed construction must be approved, by the enforcing authority in accordance with the provisions of this division. No building permit is to be finally approved or utility release given unless the applicant for said permit or release has satisfied the enforcing authority that applicant has complied with this division. (Ord. No. NS-1794, § 4, 10-14-85) Sec. 8-204. Violations and penalties. It shall be unlawful for any person, firm or corporation to erect, construct, enlarge, move, improve, convert, equip, use, occupy or maintain any building or structure in the City of Santa Ana or cause the same to be done, contrary to or in violation of any of the provisions of this division. (Ord. No. NS-1424, § 1, 6-5-78) Sec. 8-205. Alternate materials and methods of construction. Materials, methods of construction or structural design limitations provided for in this division are to be used unless an exception is granted. The use of any material or method of construction not specifically prescribed by this division may be allowed, provided any such alternate method or material has been approved by the enforcing authority prior to use. Further, other sound methods of structural design or analysis not specifically provided for in this division may be allowed provided such alternative has been approved by the enforcing authority prior to use. The enforcing authority may approve any such alternate provided that they find the proposed design to be satisfactory and the material and method of work offered is for the purpose intended, at least equivalent to that prescribed in this division in quality, strength, effectiveness, crime resistance, durability and safety. (Ord. No. NS-1424, § 1, 6-5-78) Sec. 8-206. Appeals. The Uniform Code appeals board shall have the power and be required to hear appeals regarding determination of the suitability of alternate materials and methods of construction, and to provide for reasonable interpretation of the provisions of this division in the event of a dispute. (Ord. No. NS-1424, § 1, 6-5-78; Ord. No. NS-1596, § 3, 9-8-81) Cross reference(s)--Uniform Code appeals board established, § 2-450 Sec. 8-207. Keying requirements. Upon occupancy by the owner or proprietor, each single unit in a tract or commercial development, constructed under the same general plan, shall have locks using combinations which interchange free from locks used in all other separate dwellings, proprietorships or similar distinct occupancies within such tract . or commercial development. Every applicant shall be required to provide the enforcing authority with written confirmation of compliance with the above requirements. (Ord. No. NS-1424, § 1, 6-5-78) Sec. 8-208. Garage -type doors. (a) Garage -type doors, which are either rolling overhead, solid overhead, swinging, sliding, or accordion style doors shall conform to the following standards: (1) Wood doors shall have panels a minimum of five -sixteenths (5/16) inch in thickness with the locking hardware being attached to the support framing. (2) Aluminum doors shall be a minimum thickness of .0215 inches and riveted together a minimum of eighteen (18) inches on center along the outside seams. There shall be a full width horizontal beam attached to the main door structure which shall meet the pilot, or pedestrian access, door framing within three (3) inches of the strike area of the pilot or pedestrian access door. (3) Fiberglass doors shall have panels a minimum of six (6) ounces per square foot from the bottom of the door to a height of seven (7) feet. Panels above seven (7) feet and panels in residential structures have a density of not less than five (5) ounces per square foot. (b) Where sliding or accordion doors are utilized, they shall be equipped with guide tracks which shall be designed so that the door cannot be removed from the track when in the closed and locked position. (c) Doors that exceed sixteen (16) feet in width shall have two (2) lock receiving points, one (1) located on each side of the door. Doors not exceeding sixteen (16) feet shall have one (1) lock receiving point placed on either side of the door. A single bolt may be used in the center of the door with the locking point located either in the floor or door frame header. (d) All overhead or swinging doors shall be equipped with slidebolts which shall be capable of utilizing padlocks with a minimum nine -thirty-seconds (9/32) inch shackle. (1) The entire slidebolt assembly shall be constructed of case-hardened steel and shall have a frame a minimum of .120 inches in thickness, and a bolt diameter a minimum of one-half (1/2) inch, and shall protrude at least one and one-half (1 1/2) inches into the receiving guide. (2) Slide bolt assemblies shall be attached to the door with bolts which are nonremovable from the exterior. Rivets shall not be used to attach such assemblies. (e) Padlocks used with exterior mounted slide bolts shall have a hardened steel shackle a minimum of nine -thirty-seconds (9/32) inch in diameter with heel and toe locking and 'a minimum five (5) pin tumbler operation. The key shall be nonremovable when in an unlocked position. (f) Doors utilizing a cylinder lock shall have a minimum five (5) pin tumbler operation with the bolt or locking bar extending into the receiving guide a minimum of one (1) inch. The following requirements must be met for windows and sliding glass doors: (a) Except as otherwise specified in section 8-210 (Special residential building provisions) and section 8-211 (Special commercial building provisions), all openable exterior windows and sliding glass doors shall comply with the tests as set forth in section 8-212 (Tests). (b) Louvered windows shall not be used when any portion of the window is less than twelve (12) feet vertically or six (6) feet horizontally from an accessible surface or any adjoining roof, balcony, landing, stair tread, platform or similar structure. (Ord. No. NS-1424, § 1, 6-5-78) Sec. 8-210. Special residential building provisions. The following special provisions shall apply to all residential dwellings. (a) All exterior swinging doors shall be of solid core construction with a minimum thickness of one and three -fourths (1 3/4) inches, or with panels not less than nine -sixteenths (9/16) inch thick. (b) Any swinging door leading from a garage into a residence shall be of solid core construction with a minimum thickness of one and three -eighths (1 3/8) inches. (c) The above -described doors shall be equipped with a single cylinder deadbolt having a minimum projection of one (1) inch and an embedment of at least three -fourths (3/4) inch into the strike receiving the bolt. The bolt shall be constructed so as to resist cutting tool attacks. The cylinder shall have a cylinder guard, a minimum of five (5) pin tumblers, and shall be connected to the inner portion of the lock by connecting screws of at least one-fourth (1/4) inch diameter. The provisions of this subsection do not apply where panic hardware is required or an equivalent device is approved by the enforcing authority. Further, a dual locking mechanism, constructed so that both deadbolt and latch can be retracted by a single action of the inside door knob or lever, may be utilized provided it meets all other specifications for locking devices. (d) Installation and construction of frames and jambs for exterior swinging doors shall be as follows: (1) Door jambs shall be installed with solid backing in such a manner that no voids exist between the strike side of the jamb and the frame opening for a vertical distance of six (6) inches each side of the strike. Finger joints are prohibited within twelve (12) inches vertically of any locking device. (2) In wood framing, horizontal blocking shall be placed between studs at door lock height for three (3) stud spaces each side of the door openings. Trimmers shall be full length from the heads to the floor with solid backing against soles plates. (e) The inactive leaf of double doors shall be equipped with metal flushbolt(s) having a minimum embedment of five -eighths (5/8) inch into the head and threshold of the door frame. (f) Glazing in exterior doors or within forty (40) inches of a door locking mechanism shall be of fully tempered glass or rated burglary resistance glazing. (g) Hinges for outswinging exterior doors shall be equipped with nonremovable hinge pins or a mechanical interlock to preclude removal of the door from the exterior by removing the hinge pins. This requirement shall also apply to exterior hinges on any swinging door which leads from a garage into a residence. (h) Strikeplates shall be constructed of minimum sixteen (16) U.S. gouge steel, bronze or brass a minimum of three and one-half (3 1/2) inches in length and secured to the jamb with screws a minimum of two and one-half (2 1/2) inches in length. (i) All front exterior doors shall be equipped with a wide angle one hundred eighty (180) degree door viewer, except where clear vision panels are installed. (j) When panic hardware is required by the Uniform Building Code or Title 24, California Administrative Code, it shall be equipped and installed as follows: (1) Panic hardware shall contain a minimum of two (2) locking points on each door, one (1) located at the header, the other at the threshold of the door; or . (2) On single doors, panic hardware may have one (1) locking point which is not to be located at either the top or bottom rails of the door frame. The door shall have an astragal constructed of steel .125 inches thick which shall be attached with nonremovable bolts or welded to the outside of the door. The astragal shall extend a minimum of six (6) inches vertically above and below the latch of the panic hardware. The astragal shall be a minimum of two (2) inches wide and extend a minimum of one (1) inch beyond the edge of the door. (3) Double doors containing panic hardware shall have a full length steel astragal attached to the doors at their meeting point which will close the opening between them but not interfere with the operation of either door. (k) The following provisions for address markings shall apply to residential dwellings: (1) All residential structures shall display a street number in a prominent position so that it shall be easily visible from the street. The numbers shall be four (4) inches in height, of a color contrasting to the background and located so they may be clearly seen and read. If the structure has rear vehicle access, numbers shall be placed there as well. {2} At each driveway entrance to a multiple -family dwelling complex or a private residential community which has access from a public roadway, there shall be an illuminated diagrammatic representation (plot plan) of the complex which shows the location of the viewer and the building units within the complex. (3) In multiple -family dwelling complexes, any building having a separate identifying factor other than the street number shall be clearly identified in the manner described in subsection (k), infra. Each individual unit of residence shall have a unit identifying number, letter or combination thereof displayed upon the door. (4) Buildings shall be numbered with the approval of the enforcing authority. (5) This section shall not prevent supplementary numbering such as reflective numbers on street curbs or decorative numbering but this shall be considered supplemental only and shall not satisfy the requirements of this section. (6) Maps of the complex shall be furnished to the police and fire departments upon completion of construction. The maps shall include building identification and unit identification. (1) All exterior doors shall be equipped with a lighting device which shall provide a minimum maintained one (1) footcandle of light at ground level during hours of darkness. Lighting devices shall be protected by vandal resistant covers. (m) Aisles, passageways and recesses related to and within multiple -family dwelling complexes shall be equipped with lighting devices which shall provide a minimum maintained one (1) footcandle of light at ground level during hours of darkness. Lighting devices shall be protected by vandal resistant covers. (n) All parking lots, carports, garages and parking structures of multiple -family dwelling complexes shall be equipped with lighting devices which will provide a minimum maintained one (1) footcandle of light on the parking surface during hours of darkness. Subterranean parking lots shall maintain lighting twenty-four (24) hours a day. Lighting devices shall be protected by vandal resistant covers. (o) All exterior required lighting devices shall be placed at a height which will fully illuminate an average adult. (p) In multiple -family dwelling complexes where a common laundry is supplied, the laundry room's access door shall be equipped with a window, self closure device and self locking door lock which can be manually disengaged on the interior. Lighting shall be maintained inside the laundry room during hours of darkness. (q) When access to or within a multiple -family dwelling complex or private residential community is unduly difficult because of secured openings or where immediate access is necessary for lifesaving or fire fighting purposes, a key override is to be installed in an accessible location. The key override shall be mastered to both fire department and police department keys. (r) All skylights on the roof of any residential structure shall be provided with rated burglary resistant glazing. (s) Passenger elevators, the interiors of which are not completely visible when car door(s) is open, shall have mirrors so placed as to make visible the whole of the elevator interior to prospective passengers outside the elevator. (t) Whenever a mail slot is located within forty (40) inches of the primary locking device on any exterior door, it shall be covered by an interior hood which will discourage manipulation of the primary locking device. (u) All exterior block wall fencing of multiple -family dwelling complexes shall have intervals providing visibility corridors, which will allow visibility of the interior from outside the wall, and these visibility corridors shall be placed at regular intervals. These will be required on the side facing the street only. (v) Permanently affixed ladders leading to roofs shall be fully enclosed with sheet metal to a height of ten (10) feet. This covering shall be locked against the ladder with a case hardened hasp, secured with nonremovable screws or bolts and a padlock with a minimum three -eighths (3/8) inch hardened steel shackle, locking at both heel and toe, and a minimum five (5) pin tumbler operation with nonremovable key when in an unlocked position. Hinges on the cover will be provided with nonremovable pins when using pin type hinges. (Ord. No. NS-1424, § 1, 6-5-78; Ord. No. NS-1436, § 2, 8-21-78; Ord. No. NS-1794, § 6, 10-14-85) Sec. 8-211. Special commercial building provisions. (a) Swinging exterior glass doors, wood or metal doors with glass panels, solid wood or metal doors shall be constructed or protected as follows: (electronic sliding doors are prohibited) (1) Wood doors shall be of solid core construction with a minimum thickness of one and three -fourths (1 3/4) inches. Hollow metal doors shall be constructed of a minimum equivalent to sixteen (16) U.S. gouge steel and have sufficient reinforcement to maintain the designed thickness of the door when any locking device is installed; such reinforcement being able to restrict collapsing of the door around the locking device. (2) Except when double cylinder deadbolts are utilized or safety glazing is required by Chapter 54 of the Uniform Building Code, any glazing installed within forty (40) inches of any door locking mechanism shall be constructed or protected as follows: a. Fully tempered glass or rated burglary resistant glazing; or b. Iron or steel grills of at least one -eighth (1/8) inch mesh secured with nonremovable bolts on the inside of the glazing may be utilized; and framing for iron or steel grills shall be by one (1) inch by one-fourth (1/4) inch fiat metal secured by nonremovable bolts; or c. The glazing shall be covered with iron or steel bars of at least one-half (1/2) inch round or one (1) inch by one-fourth (1 x 1/4) inch flat metal, spaced not more than five (5) inches apart and secured with nonremovable bolts. d. Items b. and c. above shall not interfere with the operation of opening windows if such windows are required to be openable by the Uniform Building Code. (b) All swinging exterior doors with the exception of aluminum frame swinging doors shall be equipped as follows: (1) A single or double door shall be equipped with a double or single cylinder deadbolt. The bolt shall have a minimum projection of one (1) inch and be constructed so as to repeal cutting tool attack. The deadbolt shall have an embedment of at least three -fourths (3/4) inch into the strike receiving the projected bolt. The cylinder shall have a cylinder guard, a minimum of five (5) pin tumblers, and shall be connected to the inner portion of the lock by connecting screws of at least one-fourth (1/4) inch in diameter. All deadbolts will be equipped with a locked indicator. Exposed installation screws on double cylinder deadbolts shall be nonremovable. The provisions of this subsection do not apply where (1) panic hardware is required, or (2) an equivalent device is approved by the enforcing authority. Locking devices shall be mounted at a height of not less than thirty (30) nor more than forty-four (44) inches above the finished floor. (2) Hinges for outshowing doors shall be equipped with nonremovable hinge pins or a mechanical interlock to preclude removal of the door from the exterior by removing the hinge pins. (3) Whenever a mail slot is located within forty (40) inches of the primary locking device on any exterior door it shall be covered by an interior hood which will discourage manipulation of the primary locking device. (4) Strikeplates shall be constructed of minimum sixteen (16) U.S. gauge steel, bronze or brass, a minimum of three and one-half (3 1/2) inches in length and secured to the jamb with screws a minimum of two and one-half (2 1/2) inches in length. (c) All exterior double doors shall be equipped as follows: (1) The inactive leaf of double doors shall be equipped with automatic releasing metal flushbolts having a minimum embedment of five -eighths (5/8) inch into the header and threshold of the door frame or by panic hardware which contains a minimum of two (2) locking points, one (1) located at the header the other at the threshold of each door. (2) Double doors shall have a full length astragal, constructed of steel a minimum of .125 inch thick which will cover the opening between the doors. The astragal shall be a minimum of two (2) inches wide, and extent a minimum of one (1) inch beyond the edge of the door to which it is attached. The astragal shall be attached to the outside of the active door by means of welding or with nonremovable bolts spaced apart on not more than ten (10) inch centers. (d) Aluminum frame swinging doors shall conform to the following: (1) The jamb on all aluminum frame swinging doors shall be so constructed or protected to withstand one thousand six hundred (1,600) pounds of pressure in both a vertical distance of three (3) inches and a horizontal distance of one (1) inch each side of the strike, so as to prevent violation of the strike. (2) Aluminum frame swinging doors shall be equipped with a two -point locking mechanism consisting of deadbolt having a minimum bolt projection of one and one-half (1 1/2) inches, or a hook shaped or similar bolt that engages the strike sufficiently to prevent spreading and a metal automatic releasing threshold bolt having a minimum embedment of five -eighths (5/8) inch into the floor. The deadbolt lock shall have a minimum of five (5) pin tumblers, and a cylinder guard and shall be equipped with a locked indicator. (e) Panic hardware, whenever required by the Uniform Building Code or Title 24, California Administrative Code, shall be equipped and installed as follows: (1) Panic hardware shall contain a minimum of two (2) locking points on each door, one (1) located at the header, the other at the threshold of the door; or inches vertically above and below the latch of the panic hardware. The astrogal shall be a minimum of two (2) inches wide and extend a minimum of one (1) inch beyond the edge of the door to which it is attached. (3) Double doors containing panic hardware shall have a full length astragal constructed of steel, attached to the doors at their meeting point which will close the opening between them, but not interfere with the operation of either door. (f) Installation and construction of frames and jambs for exterior swinging doors shall be as follows: (1) Door jambs shall be installed with solid backing in such a manner that no voids exist between the strike side of the jamb and the frame opening for a vertical distance of six (6) inches each side of the strike. Finger joints are prohibited. (2) In wood framing, horizontal blocking shall be placed between studs at door lock height for three (3) stud spaces each side of the door openings. Trimmers shall be full length from the heads to the floor with solid backing against sole plates. (g) In multiple occupancy office buildings all entrance doors to individual office suites shall meet the construction and locking requirements for exterior doors. (h) In multiple occupancy buildings, interior wails dividing the individual suites shall not end at the false ceiling but shall continue to the real roof. (i) Exterior transoms or windows shall be deemed accessible if less than twelve (12) feet above ground or adjacent to any pedestrian walkway. Accessible windows and transoms having a pane or opening exceeding ninety-six (96) square inches, with the smallest dimension exceeding six (6)inches, and not visible from a public or private thoroughfare shall be protected in the following manner: (1) Fully tempered glass or burglary resistant glazing; or (2) The following window barriers may be used but shall be secured with bolts, which are nonremovable from the exterior: a. Interior or exterior steel or iron bars of at least one-half (1/2) inch round or one by one -quarter (1 x 1/4) inch flat metal spaced not more than five (5) inches apart and securely fastened; or b. Interior or exterior iron or steel grills of at least one -eighth (1/8) inch metal with not more than a two (2) inch mesh and securely fastened. (3) The protective bars or grills shall not interfere with the operation of opening windows if such windows are required to be openable by the Uniform Building Code. 0) Roof openings shall be equipped as follows: (1) All skylights on the roof of any building or premises used for business purposes shall be provided with: a. Rated burglary resistant glazing; or b. Iron or steel bars of at least one-half (1/2) inch round or one by one-fourth (1 x 1/4) inch flat metal spaced not more than five (5) inches on center to cross the narrowest dimension of the opening being covered. If the narrowest dimension of that opening exceeds eighteen (18) inches, cross members shall be welded into place, not more than eighteen (18) inches apart beginning with a cross member at the center of the opening. Cross members shall be welded to each and every bar it crosses. The entire bar assembly shall be mounted inside the skylight and shall be attached to the building structure by means of machine bolts spaced not more than sixteen (16) inches apart or attached by means of an equivalent method approved by the enforcing authority; or c. A steel or iron grill of at least one -eighth (1/8) inch metal with a maximum two (2) inch mesh mounted inside the skylight and secured by bolts which are nonremovable from the exterior. d. These requirements do not apply on any structure with a height of thirty-five (35) feet or more where there is no readily available roof access as determined by the enforcing authority. (2) All hatchway openings on the roof or any building or premises used for business purposes shall be secured as follows: a. If the hatchway is of wooden material, it shall be covered on the inside with at least sixteen (16) U.S. gouge sheet steel, or its equivalent, attached with screws. b. The hatchway shall be secured from the inside with a slide bar or slide bolts which are attached by nonremovable bolts. c. Outside hinges on all hatchway openings shall be provided with nonremovable pins when using pin -type hinges. (3) All air duct or air vent openings exceeding ninety-six (96) square inches on the roof or exterior walls of any commercial building shall be secured by covering some with either of the following: a. Iron or steel bars of at least one-half (1/2) inch round or one by one-fourth (1 x 1/4) inch flat metal spaced no more than five (5) inches apart and securely fastened; or b. Iron or steel grills of at least one -eighth (1/8) inch metal with a maximum two (2) inch mesh and securely fastened. c. If the barrier is on the outside, it shall be secured with bolts which are nonremovable from the exterior. d. The above must not interfere with venting requirements, creating potentially hazardous conditions to health and safety, or conflict with the provisions of the Uniform Building Code or Title 19, California Administrative Code. (k) Permanently affixed ladders leading to roofs shall be fully enclosed with sheet metal to a height of ten (10) feet. This covering shall be locked against the ladder with a case hardened hasp, secured with nonremovable screws or bolts and a padlock with a minimum three -eighth (3/8) inch hardened steel shackle, locking at both heel and toe, and a minimum five (5) pin tumbler operation with nonremovable key when in an unlocked position. Hinges on the cover will be provided with nonremovable pins when using pin -type hinges. (1) A building located within eight (8) feet of utility poles, trees or similar structures which allow access to the building's roof, windows or other openings shall have such access area barricaded or fenced with materials to deter human climbing. (m) The following standards for lighting and address markings shall apply to commercial buildings: (1) The address number of every commercial building shall be located and displayed so that it shall be easily visible from the street. The numerals in these numbers shall be no less than six (6) inches in height and be of a color contrasting to the background. In addition, any business which affords vehicular access to the rear through any driveway, alleyway or parking lot shall also display the same numbers on the rear of the building. (2) All exterior doors shall be equipped with a lighting device which shall provide a minimum maintained one (1) footcandle of light at ground level during hours of darkness. Lighting devices shall be protected by vandal resistant covers. (3) All parking lots, and access thereto, providing more than ten (10) parking spaces and for use by the general public, shall be provided with a minimum maintained one (1) footcandle of light on the parking surface from dusk until the termination of business every operating day. At all other hours of darkness, a minimum maintained .25 footcandles of light shall be provided at ground level. (4) Exterior lighting shall not shine away from subject property. (n) Interior night lighting shall be maintained in those areas that are visible from the street (ground floors only). (a) All exterior block wall fencing shall have intervals providing visibility corridors which will allow visibility of the interior from outside the wall, and these visibility corridors shall be placed at regular intervals. This applies only to block walls visible from the street. (p) Passenger elevators, the interiors of which are not completely visible when the car door(s) is open, shall have mirrors so placed as to make visible the whole of the elevator interior to prospective passengers outside the elevator. (q) When access to or within a commercial complex is unduly difficult because of secured openings or where immediate access is necessary for life saving or fire fighting purposes, a key override is to be installed in an accessible location. The key override shall be mastered to both the fire department and police department keys. (r) Any structure four (4) stories in height or greater will have a repeater installed in its roof. (s) Establishments having specific type inventories shall be protected by the following alarm service: (1) Silent alarm system with a central station hook-up and required twenty -four-hour supervised service: a. Jewelry store --Manufacturing, wholesale or retail. b. Any establishment manufacturing, storing or selling firearms and ammunition. c. Establishments selling or storing wholesale liquor, tobacco or drugs. d. Facilities selling or storing furs. e. Precious metal storage facilities. f. Banks, savings and loan institutions and credit unions. (2) Silent alarm system not requiring a central station hookup or supervised service: a. Liquor stores. b. Pawnshops. c. Establishments manufacturing, storing or selling electronic equipment. d. Establishments dealing in coins and stamps. e. Establishments manufacturing, storing or selling industrial tool supplies. f. Establishments manufacturing, storing or selling cameras. (3) Local or audible alarm system: a. Antique dealers. b. Art galleries. c. Service stations. d. Food markets. 3184-B AIRWAY AVENUE COSTA MESA, CA 92626 TEL 714 - 966 - 1415 FAX 714 - 966 - 2837 c�~�c� * 6/yd o o� cQ ®O � � j � Cam l c.i t> � o`''d v -a ,.a. Z � o sy11 �' Q , f ` ,, I> _} ka >j _ 11 C. 4", 1 W L Q W I` U F_ W �7 ® n--, A Q V) �7 >- W � F- V) Of 0 *< D In � („� W 0 ,,f- V) ry C:) (J� n 00 N_ ■ REVISIONS I ■ NO.I DATE I DESCRIPTION I 1 U 1 5/7/03 ( P.C. SUBMITTAL 1 FCA JOB NO. 239-01 ISSUE DATE SHEET NUMBER T3 (4) Nothing in this subsection shall preclude the use of an alarm system providing a higher level of security than that which is required. if entry can be gained by manipulation as described in subsection (B)(3)(1), infra. (Ord. No. NS-1424, § 1, 6-5-78; Ord. No. NS-1502, § 1, 10-1-79; Ord. No. NS-1794, § 7, (5) A sliding door assembly shall fail these tests if at any time during or after the test, the sliding door 10-14-85) assembly does not remain engaged, intact, and in the closed and locked position or by manipulating an Sec. 8-212. Tests. exposed component; or if one can enter through displaced or damaged portions. (A) Tests, general. (6) The report shall include the following: Identification of the samples tested; type, size, location, and (1) It be the the his designated shall responsibility of owner, or agent, of a building or structure falling number of locking devices; type, location, and number of anchors; type and thickness of glazing material within the provisions of this division to provide the enforcing authority with a written specification and an indication of whether or not the subject passed the test. The report shall also indicate at what performance test report indicating that the materials utilized meet the minimum requirements. point the assembly fails. The report shall be certified to be a true copy by the testing laboratory and (2) Whenever there is insufficient evidence of compliance with the provisions of this division or evidence shall be forwarded direct from the laboratory to the enforcing authority. that any material or any construction does not conform to the requirements of this division, or in order (C) Window classifications. to substantiate claims for alternate materials or methods of construction, the enforcing outhority may (1) Type A window assemblies incorporate one (1) or more sashes that open by sliding in the plane of require tests as proof of compliance to be made at the expense of the owner or his agent by any the wall in which the window is installed. agency which is approved by the enforcing authority. (2) Type B window assemblies incorporate one (1) or more framed sashes which .are hinged at or near (3) Specimens be the be shall representative, and construction shall verified by assembly drawings and bill two (2) corners of the individual sash and open toward the exterior of the wall. of materials. Two (2) complete sets of manufacturer or fabricator installation instructions and full—size or (3) Type C window assemblies incorporate � one (1) or more sashes which open toward the interior and are accurate scale templates for all items and hardware shall be included. hinged at or near two (2) corners of the sash. (B) Sliding glass door tests/procedures. (4) Type D window assemblies incorporate one (1) or more sashes which are hinged or pivot near the (1) The construction and size of the test door assemblies, jambs and headers, and all hardware center so that part of the sash opens into the interior wall and part opens toward the exterior. components shall be representative of that for which acceptance is desired. The door assembly and (D) Window tests/procedures. mounting in the support fixture shall simulate the rigidity normally provided to a door assembly in a (1) Window assemblies shall be mounted following the manufacturer's installation instructions. Install the building by the ceiling, floor and walls. window assembly in a test fixture which simulates the wall construction required by Chapter 25 of the (2) Sample doors submitted for testing shall be glazed. Panels shall be closed and locked with the Uniform Building Code. The unit shall be fully glazed. The sash shall be closed and locked with the primary primary locking device only. locking device only. (3) Tests shall be performed on the samples in the following order: (2) Tests for Type A window assemblies shall be performed in the following order: (a) With the panels in the test position, a concentrated load of eight hundred (800) pounds shall be (a) With the sliding sash in the normal position, a concentrated load of two hundred (200) pounds shall applied to the vertical pull stile incorporating a locking device, at a point on the stile within six (6) inches be applied separately to each member incorporating a locking device, at a point on the sash member of the locking device, in the direction parallel to the plane of the glass that would tend to open the door. within six (6) inches of the locking device, in the direction parallel to the plane of the glass that would With the load removed, determine if the primary locking device can be unlocked by manipulation as tend to open the window. With the load removed, apply the manipulation test described in subsection described in Test (1), infra. (B)(3)(1), supra. (b) With panels in the test position, a concentrated load of fifty (50) pounds shall be applied to the (b) With the sliding sash in the normal position, a concentrated load of two hundred (200) pounds shall vertical pull stile incorporating a locking device, at a point on the stile within six (6) inches of the locking be applied separately to each sash member incorporating a locking device, at a point on the sash device, in the direction parallel to the plane of the glass that would tend to open the door while, member within six (6) inches of the locking device in the direction parallel to the plane of the glass that simultaneously, an additional concentrated load of two hundred (200) pounds is applied to the same area would tend to open the window while, simultaneously, an additional concentrated load of seventy—five (75) of the some stile in a direction perpendicular to the plane of glass toward the interior side of the pounds is applied in the same area of the same sash member in the direction building. With the load applied, determine if the primary locking device can be unlocked by manipulation as p pp perpendicular to the plane of the glass toward the interior side of the window. With the load removed, apply the manipulation test directed in Test (1), infra. described in subsection (131)(3)(1), supro. (c) Repeat test (b) substituting eight hundred (800) pounds for the indicated fifty (50) pounds. Perform (c) With the sliding sash in the normal position, a concentrated load of two hundred (200) pounds shall the manipulation tests with the load removed. be applied separately to each sash member incorporating a locking device, at a point on the sash (d) With the panels in the test position, a concentrated load of fifty (50) pounds shall be applied to the member within six (6) inches of the locking device, in the direction parallel to the plane of the glass that vertical pull stile incorporating a locking device, at a point on the stile within six (6) inches of the locking would tend to open the window while, simultaneously, an additional concentrated load of seventy—five (75) device, in the direction parallel to the plane of the glass that would tend to open the door while pounds is applied to the same area of the some sash member in the direction perpendicular to the plane simultaneously, an additional concentrated load of two hundred (200) pounds is applied to the some stile of the in the direction perpendicular to the plane of the glass toward the exterior side of the door. With the load removed, apply the manipulation test described in subsection (8)(3)(1), supra, applied, determine if the primary locking device can be unlocked by manipulation as described in Test (1), (d) With the sliding sash lifted upward to the full limit within the confines of the window frame, a infra. concentrated load of two hundred (200) pounds shall be applied separately to each sash member (e) Repeat Test (d) substituting eight hundred (800) pounds for the indicated fifty (50) pounds. Perform the manipulation tests with the load removed. incorporating a locking device, at a point on the sash within six (6) inches of the locking device, in the (f) With the movable panel lifted upward to its full limit within the confines of the door frame, a direction parallel to the plane of glass that would tend to open the window. With the load removed, apply concentrated load of eight hundred (800) pounds shall be applied separately to each vertical pull stile the manipulation test described in subsection (B)(3)(1), supra. incorporating a locking device, at a point on the stile within six (6) inches of the locking device, in the (e) With the sliding sash lifted upward to the full limit within the confines of the window frame, a direction parallel to the plane of the glass that would tend to open the door. With the load removed, concentrated load of two hundred (200) pounds shelf be applied separately to each sash member determine if the primary locking device can be unlocked by manipulation as described in Test (1), infra. incorporating a locking device, at a point on the sash within six (6) inches of the locking device, in the (g) With the movable panel lifted upward to its full limit within the confines of the door frames, a direction parallel to the plane of the glass that would tend to open the window while, simultaneously, an concentrated load of fifty (50) pounds shall be applied to the vertical pull stile incorporating a locking additional concentrated load of seventy—five (75) pounds is applied to the same area of the same sash member in the direction perpendicular to the plane of the glass towards the interior side of the window. device, at a point on the stile within six (6) inches of the locking device, in the direction parallel to the With the load removed, apply the manipulation test described in subsection (B)(3)(1), supra. plane of the glass that would tend to open the door while, simultaneously, an additional concentrated load of two hundred (200) pounds is (f) With the sliding sash lifted upward to the full limit within the confines of the window frame, a concentrated load of two hundred (200) pounds shall be applied separately to each sash member interior side of the door. With load applied, determine if the primary locking device can be unlocked by incorporating a locking device, at a point on the sash member within six (6) inches of the locking device, manipulation as described in Test (1), infra. in the direction parallel to the plane of the glass that would tend to open the window while, (h) Repeat Test (g) substituting eight hundred (800) pounds for the indicated fifty (50) pounds. Perform simultaneously, an additional concentrated load of seventy—five (75) pounds is applied to the some area the manipulation tests with the load removed. of the some sash member in the direction perpendicular to the plane of the glass toward the exterior (i) With the movable panel lifted upward to its full limit within the confines of the door panel, a side of the window. With the load removed, apply the manipulation test described in subsection (13)(3)(1), concentrated load of fifty (50) pounds shall be applied to the vertical stile incorporating a locking device, supra. at a point on the stile within six (6) inches of the locking device, in the direction parallel to the plane of (g) For inside sliding windows, repeat Test (f) while simultaneously applying a concentrated load of glass that would tend to open the door while, simultaneously, and additional concentrated load of two twenty—five (25) pounds inward at the end of the movable bottom rail near the meeting stile opposite the hundred (200) pounds is applied to the some area of the same stile in the direction perpendicular to the lockstile. For outside sliding windows, repeat Test (f) while simultaneously applying a concentrated load of plane of the glass toward the exterior side of the door. With the load applied, determine if the primary twenty—five (25) pounds in the some direction as the perpendicular load inward at the end of the movable locking device can be unlocked by manipulation as described in Test (1), infro. bottom rail near the meeting stile opposite the lock stile outward. 0) Repeat Test (i) substituting eight hundred (800) pounds for the indicated fifty (50) pounds. Perform (h) Perform the disassembly and manipulation test as described in subsection (131)(3)(m), supra. the manipulation tests with the load removed. (3) The tests for Types B and C window assemblies shall be performed in the following order: (k) For inside sliding doors, repeat Test (d) while simultaneously applying a concentrated load of fifty (50) (a) With the swinging sash in the normal position, apply a concentrated load of one hundred (100) pounds pounds at the end of the movable bottom rail near the meeting stiles inward. For outside sliding doors, within three (3) inches of each end of the rail or stile which is opposite the hinged side, in the direction repeat Test (d) while simultaneously applying a concentrated load of fifty (50) pounds at the end of the perpendicular to the plane of the glass that would tend to open the window. movable bottom rail near the meeting stiles and outward. (b) Repeat Test (a) and simultaneously apply a concentrated load of one hundred (100) pounds on the (1) Lift, push, pull, or otherwise manipulate by hand the door relative to the clearances within the frame outside within one (1) inch of the end of the stile or rail which is opposite the hinged side, in a direction while attempting to open the door. This test shall be conducted continuously for five (5) minutes. Examine parallel to the plane of the glazing which would tend to disengage the lock. the assembly and determine a method and position for inserting a tool through the assembly from the (c) With the swinging sash in the normal position, apply a concentrated load of two hundred (200) pounds outside so as to contact the primary locking device or the latch. Two (2) different tools shall be used: A on the rail or stile containing the locking device within six (6) inches of the lock. knife or spatula with a thin blade approximately one —thirty—second (1/32) inch thick, not more than one (1) inch wide and no longer than six (6) inches; and a piece of stiff steel wire with a diameter of (e) Perform the disassembly and manipulation test as described in subsection (B)(3)(m), supro. approximately one —sixteenth (1/16) inch. Determine whether it is possible to insert the wire or manipulate (4) Tests for Type D window assemblies shall be performed in the following order: with either of these tools so as to unlock the door within a five—minute time period. (a) With the sash in the normal position, simultaneously apply a concentrated load of one hundred (100) (m) With the following tools: pounds within three (3) inches of the ends of each rail or stile which is perpendicular to the pivot sides 1. A knife or spatula with a thin blade approximately one —thirty—second (1 /32) inch thick, not more than in the direction that would tend to open the sash. one (1) inch wide, and no longer than six (6) inches; and (b) With the sash in the normal position, apply a concentrated load of one hundred (100) pounds on the 2. A straight or Phillips screwdriver with a maximum six (6) inch shaft. rail or stile containing the pivot within one (1) inch of the pivot in a direction parallel to the pivots. Remove from the door assembly all screws, glazing heads, or other mechanical fasteners which can be (c) Repeat Test (b), applying the load to the opposite rail or stile. removed readily from the exterior within a time limit of five (5) minutes. Determine if the primary locking (d) With the sash in the normal position, apply a concentrated load of two hundred (200) pounds on the device can be unlocked or entry gained by manipulation as described in Test (1), infra. rail or stile containing the locking device within six (6) inches of the lock. (4) Fixed panels. Fixed panels shall be fastened in accordance with the manufacturer's instructions. Tests (e) Repeat Test (d) while simultaneously applying the load specified in Test (b). Repeat Test (d) while shall be performed in the following order: simultaneously applying the load specified in Test (c) above. The manipulation test described in subsection (a) With the panels in the normal position, a concentrated load of three hundred (300) pounds shall be (13)(3)(1), supra, shall be applied in Tests (o), (b), (c) and (d) above to the sash with the load removed. applied at midspan of the fixed jambstile in the direction parallel to the plane of the glass that would (f) Perform the disassembly and manipulation test as described in subsection (131)(3)(m), supro. tend to remove the fixed panel from the frame jamb pocket. With the load applied, determine if entry can (5) A window assembly shall fail these tests if at any time during or after the tests, the assembly does be gained by manipulation as described in subsection (B)(3)(1), infra. not remain engaged, intact, and in the closed and locked position, or by manipulating exposed component; (b) With the panels in the normal position, a concentrated load of three hundred (300) pounds shall be or if one can enter through displaced or damaged portions. applied at midspan of the fixed jambstile in the direction parallel to the plane of the glass that would (6) The report shall contain a description of the results of the test performed in accordance with the test tend to remove the fixed panel from the frame jamb pocket while, simultaneously, an additional methods above. The report shall include the following: Identification of the samples tested; type, location, concentrated load of one hundred fifty (150) pounds is applied at midspan of the fixed panel interlock and number of anchors; type and thickness of glazing material and an indication of whether or not the stile in the direction perpendicular to the plane of the glass which would tend to disengage the meeting subject passed the test. The report shall also indicate at what point the assembly fails. The test report stiles. With this load applied, determine if entry can be gained by manipulation as described in subsection shall be certified to be a true copy by the testing laboratory and shall be forwarded direct from the (13)(3)(1), infra. laboratory to the enforcing authority. (c) Repeat Test (a) with the fixed panel lifted upward to its full limit within the confines of the door (Ord. No. NS-1424, § 1, 6-5-78) frame. The lifting force need not exceed one hundred fifty (150) pounds at the bottom of the exterior face of the meeting stile. With this load applied, determine 1. "ALL ENCLOSED PORTIONS OF BUILDINGS ! OCCUPIED BY HUMAN BEINGS SHALL BE SHALLPROVIDED WITH MECHANICALLY OPERATED VENTILATION SYSTEM. SUCH MECHANICALLY OPERATED VENTILATION SYSTEM BE CAPABLEOF OF OF OUTSIDE "EXCEEDS#CCUPANT DURING SUCH TIME AS THE BUILDING IS OCCUPIED. IF THE VELOCITY OF AIR AT A REGISTER i FEET PER SECOND, THE REGISTER SHALL BE PLACED !RABOVE FLOOR 1IRECTLY BENEATH.! i 2. '701LET ROOMS SHALL BE PROVIDED WITH MECHANICALLY OPERATED EXHAUST SYSTEM CAPABLE OF PROVIDING A COMPLETE CHANGE OF AIR EVERY 15 MINUTES. SUCH MECHANICALLY OPERATED EXHAUST SYSTEMS SHALL BE CONNECTED DiRWCTLY TO THE OUTSIDE FROM THE POINNNT OF DISCHARGE SHALL BE AT LEAST 3 FEET FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING, �x. 3184—B AIRWAY AVENUE COSTA MESA, CA 92626 TEL 714 — 966 — 1415 FAX 714 — 966 — 2837 .ec v � 04111 I g, W Q W U � W � o Q_ ^ Z Q V) Z Qe D u nLLJ 0 < V) ryo n oo N_ ® REVISIONS I ® NO.1 DATE I DESCRIPTION 1 1 U 15/7/031 P.C. SUBMITTAL I 1FCA JOB No. 239-01 ISSUE DATE 04/29/03 SHEET NUMBER NEW A.C. PAVING. SEE CIVIL DRAWINGS AND SOILS REPORT, FOR PAVING DESIGN. DISABLED ACCESS PARKING SIGN. (TYP. FOR 2) SEE DETAIL 6/A0.1. NEW CONCRETE CURB. SEE CIVIL PLAN. CONCRETE CURB AND GUTTER. SEE CIVIL PLAN. CONCRETE VALLEY GUTTER. SEE CIVIL PLAN. CONCRETE WALK, SCORED AS INDICATED. SEE DETAIL 1 /A0.1 NOT USED TRASH ENCLOSURE W/ CONCRETE APRON PER CITY STANDARD. SEE DETAILS 3/A0.1 & 4/AO.1 SEPARATE PERMIT REQUIRED. (LOCATION & SIZE OF PROPOSED TRASH ENCLOSURE SHALL BE APPROVED BY THE CITY OF SANTA ANA COMMUNITY SERVICE DEPT.: PUBLIC WORKS.) CONCRETE WHEELSTOPS TO COMPLY W/ SECTION 1129B.43 OF THE U.B.C. SEE DETAIL 9/AO.1 ACCESSIBILITY PARKING REGULATION SIGN. SEE DETAIL 6/A0.1. PAINTED TRAFFIC ARROWS. SEE DETAIL 2/AO.1 PAINTED HANDICAP SYMBOL. (TYP. FOR 2). SEE DETAIL 5/AO.1 4" WIDE PAINT STRIPES AT 3'-0" ON CENTER. USE D.O.T. "BLUE" PAINT FOR DISABLED ACCESS AREAS; ALL OTHER AREAS "TRAFFIC WHITE". LANDSCAPE AREA. REFER TO LANDSCAPE DRAWINGS. 4" TRAFFIC "WHITE" PAINT STRIPES FOR PARKING SPACES. PARKING SPACES TO BE STRIPED PER CITY STANDARDS. PATH OF TRAVEL PER ACCESSIBILITY STANDAP-- N LINE OF CANOPY ABOVE. SEE REFLECTED CEILING PLAN, SHEET A2. WEATHERPROOF ELECTRICAL SWITCHGEAR. SEE ELECTRICAL PLANS. PROVIDE 36" MINIMUM CLEARANCE IN FRONT OF UNIT. ELECTRICAL TRANSFORMER ON CONCRETE PAD. SEE ELECTRICAL PLANS. VERIFY LOCATION & REQUIREMENTS W/ UTILITY COMPANY. NEW YARD LIGHTS. SEE PLUMBING PLANS. LIMITS OF CONSTRUCTION. (VERIFY PRIOR TO START OF CONSTRUCTION) 2500 GALLON GREASE INTERCEPTOR. SEE PLUMBING PLANS. NEW CONCRETE DRIVEWAY APPROACH PER CITY STANDARDS. SEE CIVIL PLANS. NOT USED NOT USED CONSTRUCT P.C.C. DEPRESSED RAMP, SEE CIVIL PLANS EXISTING UTILITY EASEMENT. LOADING ZONE (10' x 32') SITE DIST LIMITS "NO PARKING PAINTED IN 12" HIGH WHITE LETTERS � L /��l " SD�- 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCY BETWEEN THE SOILS REPORT AND PLANS, ETC. 2. FOR PROPERTY LINES, EASEMENTS AND BUILDINGS, BOTH EXISTING AND PROPOSED, NOT SHOWN ON THIS PLAN, REFER TO CIVIL DRAWING, A.L.T.A. & TOPOGRAPHIC SURVEY, IN THIS SET. 3. THE A.L.T.A. SURVEY SHALL BE CONSIDERED A PART OF THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING IMPROVEMENTS PER THESE PLANS. 4. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON THESE PLANS ARE BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT SHALL BE THE CONTRACTOR'S FULL RESPONSIBILITY TO CONTACT THE APPROPRIATE UTILITY COMPANY. NO COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILITIES CAUSED BY HIS WORK CREW. 5. SIGNAGE IS A SEPARATE PERMIT. SIGNAGE DIMENSIONS AND LOCATIONS ARE CONCEPTUAL IN NATURE. SIGN VENDOR TO VERIFY WITH PLANNING DEPT AND SHOPPING CENTER MANAGEMENT. SIGN VENDOR TO FORWARD COPIES OF DRAWINGS TO PLANNING AND SHOPPING CENTER MANAGEMENT FOR APPROVAL PRIOR TO FABRICATION. 6. CONTRACTOR SHALL ERECT ALL NECESSARY TEMPORARY SOLID AND/OR DROP CLOTH BARRIERS TO PROTECT AREAS TO REMAIN WHILE DEMOLITION AND CONSTRUCTION ARE IN PROGRESS. 7. ALL EXISTING AREAS TO REMAIN THAT ARE DAMAGED BY DEMOLITION OR CONSTRUCTION WORK SHALL BE PATCHED AS REQUIRED TO MATCH EXISTING ADJACENT AREA IN MATERIAL, FINISH AND COLOR UNLESS OTHERWISE NOTED. 8. UNDERGROUND UTILITIES ARE REQUIRED FOR THIS PROJECT. 9. ROOF DRAINAGE WATER FROM BUILDING SHALL NOT DRAIN OVER PUBLIC PROPERTY. VA OR milal Lei F, A I [W o ON -SITE PARKING: STANDARD SPACES REQUIRED 21 SPACES (4/1,000 SF) 0 SPACES HANDICAP SPACES PROPOSED 3 TOTAL ON -SITE PARKING PROPOSED 38 SPACES 2 ARtA TAr- A I O N T COVERAGE AREA SQ. FT. PERCENTAGE LOT (GROSS) 38,336 (.88 ACRES) 100.0% LANDSCAPING X,XXX XX.X% PAVING X,XXX XX.X% BUILDING 5,160 XX.XX% OF GROSS AREA N� FRED COOK ARC H I T E C T S 3184-B AIRWAY AVENUE COSTA MESA, CA 92626 TEL 714 - 6 - 1415 FAX 714 - 916 - 2837 Y N0. DATE DESCRIPTION kREVISIONS 5/7/03 P.C. SU8M= 1� /15/03 P.C. CORR. A2 /25/03 P.C. CORR. FCA JOB NO. 1 ire it APROX 3/4" EXCEPT APPROX 1 1 /2" ON SLOPING PORTIONS OF RAMP 1:12 MAX. SLOPE TOP OF RAMP 48" MIN. 48" MIN. 12" MIN. BORDER GROOVES 0 3/4 O.C. (REFER TO DETAIL 13/A0.1 m ran U,�& , "IL A 12" MIN. BORDER GROOVES 3/4" O.C. (REFER TO DETAIL 13/A0.1 1:12 MAX. SLOPE 1:10 SIDE SLOPE 70 SQ. INCH ACCESSIBILITY SIGN PER SEC. 1129B.5 20A PAR KING; i nT STRIPING; nFTAll 131 CONC. WHEEL STOP I' SCALE: 3/4"=1'-0" - ■ Ei ■ I i t •' 1 ME 3/4" STL. BASE PLATE 1 /4" STL. LEVELING PL. -3/4" GROUT 3,000 P.S.I. MIN. 9 1.2" BOLT CIR. (STD.) 11 " CIR. (100 M.P.N. WINDLOADS) (4) 1 " DIA. HOLES (STD.) (4) 1 1 /4"x11 3/4"SLOTTED HOLES (100 M.P.N. WINDLOADS) 3/4" STL. BASE PLATE (STD.) 1" (100 M.P.N.+ WINDLOADS) 11" SQ. (100 M.P.H.+ WINDLOADS) ON 1 /4" STL. LEVELING PLATE 3" DIA. HOLE IN BASE AND LEVELING PLATE FOR CONDUIT ACCESS 4" SQ. STEEL LIGHT POLE # 101-4007-25 (STANDARD) 5" POLE #101-5007-25 IN 100 M.P.N.+ WIND LOAD AREAS 2" HAND HOLE (4) 3/4"x24"x4" ANCHOR BOLTS W/ 2 3/4" MIN. BOLT PROJECTION (STD.) (4) 1 "x36"x4" ANCHOR BOLTS W/ 3 1 /2" MIN. BOLT PROJECTION (100 M.P.H.+ WINDLOADS) 2'-6" HIGH RIGID FIBER FORM (SONOTUBE) FORM FILLED WITH CONCRETE TOP OF PAVEMENT (4)#5 BARS W/ #3 TIES @ 12" LOCATE ALTERNATE LOCATIONS FROM ANCHOR BOLTS 3/4" HEAVY WALL CONDUIT EXTEND TO BUILDING ELECT. SERVICE O r ,—III III —III —I 1 ►—� I FOUNDATION SHOWN IS A TYPICAL DESIGN. (I ( ) Ir) I WIND LOADS OF MORE THAN 100 MPH AND o UNSTABLE SOIL CONDITIONS MAY REQUIRE AN ALTERNATE DESIGN. VERIFY CONDITION OF SOILS WITH SOILS REPORT. 2. FOUNDATIONS SHALL EXTEND BELOW FROST I DEPTH PER LOCAL CODES. Q LIGHT TAN R D DFTAIL SCALE: 1 /2"=1 ' -0" 1 BACKGROUND; BLUE D.O.T. PAINT 4" WIDE, TYP. • � � ., {,ti:`� • ;a� �•<j� , Ufa• ,. ?� � ff� { }� },,��� ,�� v •fi . •;, ff ,fir ;r,Ffi jr'•,:•;}} t �.+.� , •.dY• . // f Gr ` t: T;�t£av�.• ,�,Z,{�,o y¢ �w � r }� 1•• ZiC� { . '>.i . t� . 4' ••? `•+y,}'. }z`.t�f£ �. 3���'��•, •.•o-`;ti%�..��^'s;'}i'�.�'h t�.rn;'i}�.t{f.. a 1; STATE DISABLED PARKING PERMIT REQUIRED VAN ACCESSIBLE 0 i• I°I 1 I a. I v® A.-4 •. I I. v ao Q f I 41 a• rC6 L J . HANDICAP ®e I SCALE: 1/4"=1'-0" 1 6 SCALE: 17 1 1 /2"=1'-0" SCALE: 3/4"=1'-0" I 8 --- 1 /2" PRE -MOLDED CONT. EXP. JOINT 4" THICK CONC. WALK 12" X 12" BOMANITE PATTERN OR EQUAL. (SEE SHT C-1) WITH LIGHT BROOM FINISH SLOPE 1 /8 so P� FT. MIN. 'v • V'�1 NISH GRADE -------------- SAND BASE .`••'• •�' � ••`• �•`• I I I.I � I -III -III -I I I_I I I, 6"x6"-W1.4xW1.4 W.W.F. c:) II —III —II NOTE CONCRETE TO BE COLORED TO MATCH BOMANTTE "MEXI TILE" BC-1 �1 WALKWAY D L SCALE: 3/4"=1'-0" 1 ETAI CD cs� r= f I�r► :�I��NII�� � h?,j 9 a [ON, Awl N G: ■ 3184—B AIRWAY AVENUE COSTA MESA, A 92626 TEL 714 — 9 6 — 1415 FAX 714 — 9 6 — 2837 ' y A #4 BARS @ 16" 7 O.C. FULL HEIGHT _ OF WALL L!J o 1 0 1 0 0 0 C\ '' Q 4 6X6 CONC. CURB. o . o I � - . � i 0 0 . cri W Z W clQ LtJ � 4 �` ® V La 0 z O 0 0 0 0 0 0 0 0 ;• Of o ,n U 112- co oho r- 6" P.C.C. CONC. PAD W/ 6X8X16 C.M.U. 6X6X10 WWM. WALL 6X6 CONC. CURB 0 TRASH ENCLOSURE PLAN 3/8" GALV STEEL RODS GATE POST - CI - 2 1 /2" STD GALV. PIPE W/ DRIVE FIT GALV. CAPS. 3 STEEL HINGE (TYP. OF 2) ...----w..-w..-.^,.......w.._mm... ------ C) COT 00 0 0 2» w 0 ONE I Z Ell Its cill Oki a 9 1 ?� REVISIONS SCALE: 1/4"=1'-0" V N0. DATE DESCRIPTION 5/7/03 P.C. SUBMITTA A 5/15/03 P.C. CORR. ® 6/25/03 P.C. CORR. 22 GA SHT METAL SIDING FASTENED TO FRAM E W/ M ETAL SCREWS OR SPOT WELD -3 1 /2" THK. CONC. PAD W/ 8X 10 FTG. SCALE: 1 /4"=1 '-0" ' 4 FCA JOB NO. 239-01 A0o 1 9 A 1 C CD A4 78,_0„ 30$-0" I 24'-0" ' 24,_0„ 54'-2j" 23'-94" /� va q 3'—®" / 6 24s_6ra " 3a1®" " 18,_9" 6y� ��. 1 1" I 3,_0» 7 L I 1 ,_Sa, 3e_®aa � A cl 2 I I i I TYP © i� I wl 4 1 !I TYP TYP I I I II � I I 3 0 I III I' pl I � ICI III II II II II III III II 11 II II � III I,I , II II �o II II 1 am I I III A5 I,I I I wl II II o) II li 11 li li IIi I,i II - I' li 11 5 TYP it II FOR II 11 III I'I li II 2 I I I, I A4 II li I I i�1 " ICI " 9' 2 TENANT SPACE A I TENANT SPACE '� I I TENSPACE C TTYP I I i 00 N II 11 I , i 00 11 li co co II 11 11 11 I I,I II 11 II it II it II II I I II I I i11 cq I,i I I wl II II d- I 7 I � ICI III II II I' II I II I' A i< > A I w I II it ' I N I-------il 9 II I 8,_0" I I ®� II I I I I 10 II 3 � II I I I I — _.._ — --I TYP OF 4 � II —IN� L5 N I I I z N I 3 81_6a1 80_6" A4 8'-11" 23'-7" 24'-2j" INL -- (�D ALUMINUM STOREFRONT WINDOW SYSTEM W/ DUAL PANE GLAZING. SEE DOOR/WINDOW SCHEDULES &DETAILS ON SHEET At.t. O SIMULATED STONE VENEER W/ MATCHING WAINSCOT WATER CAP. �3 DRAIN AND OVERFLOW LINES FROM ROOF DOWN THRU SIDEWALK OR CURB. SEE PLUMBING PLANS. T.S. COLUMN. SEE STRUCTURAL PLANS. (�D STD PIPE COLUMN. SEE STRUCTURAL PLANS. WEATHERPROOF ELECTRICAL SWITCHGEAR. EE ELECTRICAL PLANS. (:D ROOF ACCESS LADDER. SEE DETAIL 2/A7.1. � (�D LAVITORY (SEE SHEET T2) TOILET (SEE SHEET T2) 10 36" & 42° GRAB BARS (SEE SHEET T2) V ^' " `'EE STRUCTURAL ,1. X 6" X 20 GA. MTL. STUDS O.C. PNEUMATICALLY SHOT PIN )IA @ 16" O.C. 3/4" IMBED �2388 " X 20 GA. CONT. TRACK FRED COOK 3184—B AIRWAY AVENUE COSTA MESA, CA 92626 TEL 714 — 966 — 1415 FAX 714 — 966 — 2837 17 ICBO #ER-4943P 3 WALL SECTION A FLOOR PLAN GENERAL NOTES Q DIMENSIONS ARE FROM FACE OF STUD TO FA E OF STUD UNLESS 2. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. CBC SECTION 1003.3.1.8. Z 3. ALL ENCLOSED PORTIONS OF BUILDINGS CUSTOMARILY OCCUPIED BY HUMAN BEINGS SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS J OF OPENABLE EXTERIOR OPENINGS WITH AN AREA OF NOT LESS THAN 1/20 OF THE FLOOR AREA .....OR..... A MECHANICALLY OPERATED VENTILATIO � j Q SYSTEM. SUCH MECHANICALLY OPERATED VENTILATION SYSTEM SHALL BE � W CAPABLE OF SUPPLYING A MINIMUM OF 15 CUBIC FEE PER MINUTE OF OUTSIDE AIR PER OCCUPANT DURING SUCH TIME AS THE BUILDING IS O Z OCCUPIED. IF THE VELOCITY OF AIR AT A REGISTER EXCEEDS 10 FEET 0 � — PER SECOND, THE REGISTER SHALL BE PLACED MORE THAN 8 FEET ABOVE THE FLOOR DIRECTLY BENEATH. CBC SECTION 1202.2.1. � C) (/) z 4. PROVIDE TWO COPIES OF A COMPACTION REPORT REVIEWED, ACCEPTED � Q AND STAMPED BY THE LEGALLY RESPONSIBLE BUILDING DESIGNER in � I — THE REPORTS ARE TO BE SUBMITTED TO AND ACCEPTED BY THE BUILDING FOR FOUNDATION INSPECTION. SAFETY DIVISION PRIOR TO CALL 0 O Z 5. TOILET ROOMS SHALL BE PROVIDED WITH A MECHANICALLY OPERATED EXHAUST z MINUTES. SUCH MECHANICALLY OPERATED EXHAUST SYSTEMS SHALL BE N O � Q CONNECTED DIRECTLY TO THE OUTSIDE FROM THE POINT OF DISCHARGE SHALL Z Of O V� BE AT LEAST 3 FEET FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO La 0 00 OCCUPIED PORTIONS OF THE BUILDING. CBC SECTION 1202.2.1. - el ru - TYPICAL EXTERIOR WALL (U.O.N.): 2x6 STUDS © 16" O.C. W/ PLYWOOD SHEATHING & 7/8" EXTERIOR STUCCO FINISH ON EXTERIOR SIDE; 5/8" GYP. BD. ON INTERIOR SIDE TO 12" ABOVE CEILING U.O.N. W/ R-1 9 BATT INSULATION. (SEE STRUCTURAL PLANS FOR SHEATHING.) TYPICAL DEMISING WALL (U.O.N.): 3 1 /2" X 25 GA. STEEL STUDS © 16" O.C. W/ 5/8" TYPE "X" GYP. BD. EACH SIDE TO UNDERSIDE OF GLB. �YINTERIOR PARTITION AS NOTED ABOVE W/ SOUND INSULATION. IMIIIIN ���M REVISIONS NO. DATE DESCRIPTION 5/7/03 P.C. SUBMIITA A 5/14/03 P.C. CORR. 6/12/03 P.C. CORR. FCA JOB NO. 239-01 ISSUE DATE 04/29/03 SHEET NUMBER DOOR SCHEDULE DOOR FRAME HDW NOTES SET w FIRE NO. R19 BAIT s 1 /2" PLYWD. SHEATHING INS BAIT r -- 1 /2" PLYWD. SHEATHING INS BATTN 1 /2" PLYWD. SHEATHING °� LOCATION SIZE MATERIAL CORE GLASS FINISH RTG. TYPE MATERIAL DETAIL FINISH INSULATION INSULATION INSULATION �— 2x6 WOOD STUDS ----•-•-- 2x6 WOOD STUDS2x6 WOOD STUDS XT. HEAD JAMB THRESHOLD 6x_ HEADER SEE STRUCT. DBL 2 X 6 SEE STRUCT. 6x_ HEADER SEE STRUCT. 00 INT. E PAINT ON PAINT ON PAINT ON 1 /2 GYP. B STUCCO OVER LATH 1 /2 GYP, BD. STUCCO OVER LATH 1 /2 GYP. B STUCCO OVER LATH 1 A ENTRY (TENANT 1) 3'-0" x 7'-0" x 1 3/4" (PR.) ALUM. ---- 1/4" TEMP. P-3 XP-2 1 ALUMINUM 1/A-1.1 2/A-1.1 10/A-1.1 XP-4 1 1,2,4,9,10,14,16,17,18,19, 2 EXTER. WD. BLKG-®-�- - FLASHING WD. BLKG. CONT. SEALANT WD. BLKG. J-MOLD 2 A ENTRY (TENANT 2) 3'-0" x 7'-0" x 1 3/4" (PR.) ALUM. ---- 1/4" TEMP. P-3 XP-2 1 ALUMINUM 1/A-1.1 2/A-1.1 10/A-1.1 XP-4 1 1,2,4,9,10;14,16,17,18,19, 2 ._ „ INTER. EXTER. INTER. EXTER: INTER. F R E D C 0 0 K 3 A ENTRY {TENANT 3) 3 -0 x 7 -0 x 1 3/4 ALUM. ---- 1/4 TEMP. P-3 XP-2 2 ALUMINUM 1/A-1.1 2/A-1.1 10/A-1.1 XP-4 2 r. 1,2,4,9,16,17,18,19,2 1O 9-0 A�F.F. A R C N f T E C T S 4 B SERVICE DOOR 3'-0" x 7'-0" x 1 3/4" STL. HM-------- ST-1 ST-1 3 HM 6 /A-1.1 7 /A-1.1 10 /A-1.1 ST-1 3 ,4,5,7,8,9,15,16,18,19,21, 7'-0" A.F.F. 7'-0" A.F.F., STOREFRONT / 1 f ! 'jai 3184—B AIRWAY AVENUE Cb , „ „ » ________ A- 1 7 -1 1 1 A-1 1 T-1 3 4 5 7 8 9 15 16 18 19 21 DOOR DOOR '�" COSTA MESA, 5 B SERVICE DOOR 3 -0 x 7 -0 x 1 3/4 STL. HM ST-1 ST-1 3 HM 6/ 1. /A 0f S CA s262s TEL 714 — 966 — 1415 6 B E ICE DOOR 3'-0" x 7'-0" x 1 3f4" STL. HM-------- ST-1 ST-1 3 HM 6/A-1.1 7/A-1,1 10fA-1.1 ST-1 3 ,4,5,7,8,9,15,16,18,19,21, FAx 714 - 966 - 2837 7 C R.R. DOOR 3'-0" x 7'-0" x 1 3/4" WD SC -------- P-4 -4 WD P-4 12 INSUL. H.M. FRAME INSUL. H.M. FRAME ALUM. STOREFRONT HM STEEL DOOR i5 � HM STEEL DOOR 1" INSUL. GLASS 3' 8 C R.R. DOOR -0" x 7'-0" x 1 3/4" WD SC -------- P-4 P-4 WD P-4 4 12 1 9/1 ' 1 15/1 REFER TO SCHEDULE ®1 I % REFER TO SCHEDULE REFER O SCHEDULE4. 9 C R.R. DOOR 3'-0" x 7'-0" x 1 3/4" WD SC -------- P-4 P-4 WD P-4 4 12 7 FOR TYPES T®,� FOR TYPES , 1'� ® ydw v A DETAIL DOORS 6 HEAD DETAIL STOREFRONT Q HEAD DETAIL D R S 4 (� �} T (� SCALE: 3/8" = 1'-0" NOTE: FOR HARDWARE REFER TO SP-2 SECTION 08700 , » 9) ,, _ '_ f, _ ,_ » DOOR ! Y i E 1 _ 1 SCALE. 1 1 2 - 1 fl SCALE. 1 1 /2 = 1 -O SCALE. 1 1 %2 0 / ��/ �•�°! 3'-» A'-----�-!9 HARDWARE SPECIFICATIONS, or LOCK: ADAMS RITE MS 1850 W/MS4043 CYLINDER GUARD 3 / ARMORED STRIKE: ADAMS RITE MS4002 4 1 /2" 4 1 /2" / / THRESHOLD: ADAMS RITE FLUSH 4015 / / HEADER: ADAMS RITE 4085 HEADER 15 / 1 / 2. DEADBOLT: ADAMS RITE SERIES 1850-01 ��`�_� :300 71 � _ 4 / ARMORED STRIKE: ADAMS RITE MS4002, / 5 110 `1: i w ...®n THRESHOLD: _.. \6 4 ` CL 10 c 3. DEADBOLT: SCHLAGE L9453 OR EQUAL C) ` THRESHOLD: PEMCO 114 R19 GATT 1 /2" PLYWD. SHEATHING 5 INSULATION C) 4. LOCK: PRIVACY LOCK SCHLAGE OR EQUAL 2x6 WOOD STUDS 1" INSULATED GLASS 1" INSULATED GLASS DBL. 2 X 6 SEE STRUCT. SEE SCHEDULE SEE SCHEDULE - L PAINT ON 10 1/2" GYP. B STUCCO OVER LATH , ALUM. STOREFRONT DOORS INSULATED HOLLOW 10 SC WOOD DOOR EXTER. FRAME ALUM WINDOW FRAME ALUM WINDOW " 2 METAL DOOR WITH 18"x40" J-MOLD SCHEDULE WITH 1 INSUL. TEMPERED WITH 10"x36" SAFETY GLASS AND 8%34" STAINLESS STEEL KICKPLATE STAINLESS STEEL KICKPLATE SCHEDULE DARK BRONZE KICKPLATE ON ON INSIDE OF DOOR AND ON OUTSIDE OF DOOR INTER. a INTER. EXTER. INTER. EXTER. INSIDE OF DOOR. PAINT DOOR. DOOR VIEWER. PAINT DOOR. AINT DOOR. 14 @ DBL STOREFRONT DOOR ,�, STOREFRONT STOREFRONT STOREFRONT 4t DOOR FRAMES TYPES SCALE: 3/8" = 1' -0» DOOR NOTES: ....... ALL EXIT DOORS SHALL BE OPENABLE FROM 14 ADAMS RITE FLUSH 4015 THRESHOLD SEALANT & BACKER ROD THE INSIDE WITHOUT THE USE OF A KEY OR BOLT: 4085 HEADER ALUM. STOREFRONT ALUM. DOOR FRAME ALUM, DOOR FRAME SPECIAL KNOWLEDGE OR 'EFFORT. 15 SCHLAGE L9453 OR EQ. DEADBOLT SEE SCHEDULE SEE SCHEDULE 2 2" HT. AND 1 " INSUL. GLASS THRESHOLDS SHALL NOT EXCEED 1 I / REFER TO SCHEDULE SHALL HAVE BEVELED SIDES THAT SLOPE 1 :2 ALL NEW SECURITY GRILLES, D00 S AND 4 1 4 1 4 14i U) MAXIMUM. WINDOWS MUST COMPLY WITH BUILDING � z PROVIDE DOORBELL AND DOOR VIEWER. SECURITY STANDARD, ORDINANCE # 7-79. AS a DESCRIBED ON SHEET T3. STOREFRO T H DETAIL DOORS 1 JAMB DETA L DOO 11 � 17 P T A SIGN ADJACENT TO THE RE U(RED JAMB w UNLATCHING FORCE SHALL NOT OS ,f Q 4!, , » 5„ 6 » , » _ EXCEED 15 POUNDS IN THE DIRECTION OF MAIN EXIT DOOR WITH 1 LETTERING STATING: SCALE: 1 1 /2 = 1 -0 SCALE: 1 1 /2 = 1 -0 SCALE: 1 1 /2 = 1 -0 TRAVEL. "THIS DOOR MUST REMAIN UNLOCKED DURING Q ary BUSINESS HOURS." (1003.3.1.8) REMOVABLE KICK PLATES TO BE STAINLESS STEEL. 18 SOLID BACKING 6" ABOVE & BELOW STRIKE � � --� MULION ® � PLATE BEHIND JAMB IS REQ D. v OPTIONAL � � �,`_'/ FOR DOOR APA PAINT AND STAIN FINISHES, REFER , (OPTIONAL) c� TO SHEET 19 HORIZONTAL BLKG IN WD. FRAMEVAM uj � CONSTRUCTION SHALL EQUAL 3 STUD SPACES Lei L w w ui (7 ALL FIRE DOORS AND FIRE DOOR ASSEMBLIES SSE cw � @ LOCK HEIGHT. cv APPROVED IDENTIFICATION SHOWING THE 20 NOT USED �..--. �� NAME OF THE MANUFACTURER, INDEPENDENT PLYBD. PANELING iaer6 3 INSPECTION AGENCY AND FIRE PROTECTION 21 STRIKE PLATES SHALL BE 16 GAUGE W/ @ LOBBY, PAINT 2x_ WD. STUDS L i RATING. '� ON GYP. BD. AT SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE SCREWS A MIN. OF 3 INTO WD. FRAMED 8 FIRE RATED DOORS SHALL BE EQUIPPED WITH JAMBS, RESTROOMS d PANEL BRICK @ VEST., I — SELF CLOSING DEVICES. W FOR DIMENSION FOR DIMENSION FOR DIMENSION FOR DIMENSION22 NON -REMOVABLE EXTERIOR HINGE PINS ARE a PLYBOARD PANELING EXTERIOR EXTERIOR EXTERIOR _.", . _ W ..._.... ALL DOORS TO BE FURNISHED AND INSTALLED REQ ,Q ON OUTSWiNGING DOORS. 1/2» GYP. BID. @ R.R. VEST. ( f°� ° < s BY THE GENERAL CONTRACTOR. THE GENERAL I — ALUMINUM FRAME ALUMINUM FRAME INSULATED HOLLOW " T FINISH CONTRACTOR TO INSTALL ALL DOOR FRAMES 23 14 X 12„ TRIPLE 2x6 STUDS @ JAMB METAL LOUVERS � POWDERCOAT PAIN H POWDERCOAT PAINT FINISH METAL FRAME. PAINT. S AT TOP & BOTT WD. BLOCKING 1/2" GYP. BD. y 0 < 10 ADAMS RITE MS 1850 LO W/MS 4043 CYLINDER GUARD 1 x4 WOOD TRIM WD. BLOCKING [ Ca (� NOTE. �. Oo AND MS4002 ARMORED STRIKE 1 x4 WOOD TRIM PANIC HARDWARE SHALL BE PROVIDED IF REQUIRED BY CBC SECTIONS 1007.2.5 (A OCC.) 1007.3.10 (E OCC), 1007.4.5 (H OCC) 11 RESTROOM SIGNAGE PER ADA REQUIREMENTS. _._ _ . 1007.5.8 (I OCC), OR BY FIRE DEPT. CBC SECTION 1003.3.1.9. ---- 6'-8" A.F.F. r--- 1 PR VA L WITH LEVER HANDLE DOOR 'IF 13 NOT USED WOOD FRAME DOOR - REFER TO 0 IND TYPE SCALE: 3/8" = 1'-0" SCHEDULE FOR TYPE, SIZE AND FINISH. REVISIONS ? - NO. DATE DESCRIPTION 100 7 JAMB DETAI.,L.,,,.._,_(DO0R,S 2 f 1" - A 2' SCALE: 1 1 /2 - 1 -0 0 or am 4 7— 00 FM C 1 5/14/03 GRAPHIC CORRECTIO 5 6/16/03 P.C. CORR. REMOVABLE INSULATED 'dk-�i' NOTE: H.M. MULLION A.F.F. MILL � it—r t2� KT%� 3 Slow • 1 �,� .MW MMS ON EMN SIDE OF DIE DOOR OMW R-19 BATT INSUL. 1 /2" GYP. BD. EXTERIOR STUCCO °E• C OVOWL LWIMI 15'- V WRH M ( ALUMINUM SADDLE CULTURED STONE WATERTABLE THRESHOLD SM EXTOM ODOR= CONCRETE SLAB. ' ® STL. ANGLE 4mm '"' + FCA JOB NO. A1.1 A1.1 CULTURED STONE WAINSCOT DOOR - REFER TO 2° 1W .F. - �•� �. .: ` PLYWD, SHEATHING OF+: SCHED. FOR TYPE & FIN. SEE STRUCT. DWGS. 239-01 TW. • .r �.• ' � .i• • • ° ' ~�~" ,. • •.:., ',: , 4 DOOR SWING 2x6 WD. STUDS r7 A1.1 *' ISSUE DATE 04/29/03T ESHLD DET I L EXTERIOR ALUMINUM FRAME NOTE.RE,M'OVABLECAI � SCOT SHED NUMBER FIXED WINDOW UNIT 1 Q GLASS AND GLAZING SHALL BE IN ACCORDANCE WITH CBC CHAPTER 24. REFERS TO ALL WINDOWS AND 1 D ORS 1 MULLION DETAIL TE RTAB L WITH 1" INSULATED 1U ! " „ _ , „ 12 SCALE: 1 1 2,f - 14-0» , A1.1 DOORS HAVING GLAZING. INDICATE THE TYPE AND THICKNESS OF EACH LIGHT GLAZING ON THE DRAWINGS SCALE: 3 = 1 -0 SCALE: 1 1/2 - 1 -0 % TEMPERED GLAZING. SHOWING COMPLIANCE WITH CBC 2403, 2404 AND 2406. Al 0 COLOR TO MATCH XP-2 POWDER COAT t REFLECTED CEILING PLAII SCALE: 1 /4" = 1'-O"' FE REFLECTED CEILING KEYNOTES O1 AWNING FABRIC ON ALUM Q��A4�T�4-�1d ED Q & INSTALLED BY OWNER (UNDER SEPERATE PERMIT) �2 LIGHT FIXTURE TO BE INS BOVE� WIN 0 OUTSIDE AND BETWEEN AWNING SUPPORTS. �3 PROVIDE PHOTOCELL WITH LIGHT FIXTURE. 4 FLOURESCENT LIGHT FIXTURE. so, 2 X 4 SUSPENDED CEILING. TO BE INSTALLED UNDER SEPERATE PERMIT DURING TENANT FINISH OUT. �6 PAINTED 5/8" G.W.B. �7 EXIT SIGN (LITHONIA LQMSW3R120ELN) GENERAL NOTES 1Q 1. SUSPENDED CEILING TO BE INSTALLED BY FUTURE TENANT UNDER SEPARATE PERMIT. 2. THE LOAD CARRYING CAPACITY SHALL BE THE MAXIMUM UNIFORMLY DISTRIBUTED LOAD IN POUNDS PER LINEAR FOOT THAT SIMPLY SUPPORTED MAIN RUNNER SECTION HAVING A SPAN LENGTH OF 4'-0" IS CAPABLE OF SOUPPORTING WITHOUT A MIDSPAN DEFLECTION OF 0.133 INCH OR 1/360 OF THE 4'-0" OF SPAN LENGTH. 3. HANGERS SHALL BE ATTACHED TO THE BOTTOM EDGE OF THE WOOD JOISTS OR TO THE VERTICAL FACE OF THE WOOD JOISTS NEAR THE BOTTOM EDGE. BOTTOM EDGE ATTACHMENT DEVICES SHALL BE AN APPROVED TYPE. 4. VERTICAL SUSPENSION WIRES SHALL NOT BE SMALLER THAT N0. 10 GAGE SPACED AT 5'-0' O.C. OR N0. 10 GAGE SPACED AT 5'-0" O.C. ALONG EACH MAIN RUNNER UNLESS CALCULATIONS JUSTIFYING THE INCREASED SPACING ARE PROVIDED. A. COMPRESSION STRUTS SRALL~NOT AL HANGER UNLESS THE ICBO RESEARCH REPORT SPECIFICALLY ALLOWS IT. B. IT IS ACCEPTABLE TO ATTACH LIGHTWEIGHT ITEMS, SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 3/4" NOMINAL DIA. TO THE SUSPENDED CLG. WIRES DO NOT BEND CLG. WIRE OF ATTACHME SUSPENDED CEILING DETAILS SUSP IL �AOR-CE BRACING WHERE SUBSTANTIATING DESIGN CALCS ARE NOT PROV ED, HORIZONTAL RESTRAINT SHALL BE EFFECTED BY FOUR #12 GA. WIRES SECURED TO THE MAIN RUNNER WITH -IN 2" OF THE CROSS RUNNER INTERSECTION AND SPLAYED 900 FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 450 FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12' ON CENTER IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 4' FROM EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL BE ADEQUATE FOR THE LOADS IMPOSED PER 2001 CBC SECTIONS 710.2, 803, 1630, 2501, 2502, AND 2504 AND 1997 UBC STANDARD 25-2. EXPOSED GRID FLAT UNITS SQUARE EDGE ASSEMBLY OPTIONAL CARRYING CHANNEL HANGER OPTIONAL MAIN RUNNER _ BOX FIXTURE WALL ANGLE LIGHT CROSS TEE FIXTURE HANGER _ � DUCT & OPTIONAL HOLD- NON -MOD. DOWN CLIPS DIFFUSER FIELD CU , IILL o z - - g 90° (90. 0 90 90 1 ci N O 8. + 8— ff1 2froff PLAN MA . O.c. I V� U- W ELEVATION ;ECONDARY ►UPPORT * LAY -IN PANELS SHOULD BE SECURED IN PLACE BY CLIPS WHEN ASSEMBLY RE- QUIRES A FIRE RESISTANCE RATING; ALSO AGAINST UPLIFT DUE TO PRESSURE DIFFERENTIAL. * FIXTURES GENERALLY HAVE TO BE BOXED -IN FOR FIRE RESISTANCE RATING; FIRE DAMPERS MUST BE PRO- VIDED AT ALL OPENINGS, SUCH AS DIFFUSERS. * HANGERS SECURED TO FRAMING MEMBERS, STRUCTURAL DECK, OR TO SECONDARY FRAMING SYSTEM NOTES: 1. TIE TWO ADJACENT WALLS TO CEILINGS CROSS &/OR MAIN RUNNERS. 2. SUSPENDED CEILINGS SHALL COMPLY W/CBC STANDARDS 25-2. 2'x4'x 5/8" T-BAR CLG EXPOSED TEE SYSTEM. W/ EDGE TRIM, I.C.B.0.#2244 3/8" MIN. CLR. CROSS RUNNER OR MAIN RUNNER #12 GAUGE WIRE MIN. Arni IgTIr.AI rFII ING TII FS FRED COOK ARC H I T E C TS 3184—B AIRWAY AVENUE COSTA MESA, CA 92626 TEL 714 — 966 — 1415 FAX 714 — 966 — 2837 40%\ b�yd cn N i 01 Q 0 o f3, o Z W VDI r 1 011 z < � � • W o W Zn,,o" ..el Q W � V Q U W O W a- �- F-- a d- Q w u� LL- n oo W ry REVISIONS NO. DATE DESCRIPTION 0 5/7/03 P.C. SUBMITTAL 5/14/03 P.C. CORR. A 6/12/03 P.C. CORR. FCA JOB NO. ISSUE DATE 4/29/03 SHEET NUMBER ROOF PLAN KEYNOTES: CDPROVIDE & INSTALL CRICKETS W/ MIN. 1/4" PER FOOT SLOPE, TYP. 2 4" FIBER CANT STRIP. .......... 2�� (�DROOF a4 11111111110,1111111 .......... .............. ................. DRAIN AND OVERFLOW. ......................... . . . . . 111 11, ll� SEE DET 3/P1 PARAPET CAP (�DAWNING FABRIC ON ALUMINUM FRAME. (�D ROOF ACCESS HATCH PARAPET -C CLASS A ROOF C�OVER�INGP�ERTZBLE �15-�lj 2�C�01 `2BC.� 3184-8 AIRWAY AVENUE COSTA MESA, CA 92626 TEL 714 - 966 - 1415 FAX 714 - 966 - 2837 NO d-- C-v CD Lu 4= LL� cf) < 0 0 ry IL � 0 < ry CD In oo N— REVISIONS NO. DATE DESCRIPTION IA5/7/03 P.C. SUBMITTAL 1Q5/15/031 P.C. CORR. 1FCA JOB NO. 239-01 ISSUE DATE 04/29/03 �l SCALE: 1/4" = l'-O"' milk ,IN F-A SHEET NUMBER EXTERIOR ELEVATION NOTES n c B A ILLUMINATED SIGN SUPPLIED AND INSTALLED A BY TENANT UNDER SEPARATE PERMIT. POWER ' A-5 ' ' ' PROVIDED AND INSTALLED BY ELECTRICAL 19 4 3 5 5 - 6 - 1 TYP. 21 TYP. CONTRACTOR. SEE ELECTRICAL PLANS. TYP. TYP. TYP. ' � KNOX BOX TO BE MOUNTED @ +5'-0" MAX. - - - - 20,_3„ T.O. PARAPET A.F.F. • ' .. '. ' ' ' '- •' . : • . � '.. ' . ' . .. . . 6 Q COPING, SEE DETAIL f- — - — —� .. �- —�. F R E D C 0 0 K 9 TYP. 10,_2" A R C H I T E C T S . ..... • . � ROOF LINE {BEHIND PARAPET). 8.0. AWNING 3184-B AIRWAY AVENUE .0 ® Cl C� Q �5 7/8!' EXTERIOR STUCCO W/ MEDIUM COSTA MESA, CA 92626 9,-a„ - - -- -- -- TROWELED FINISH. REFER TO FINISH FAX 714 966 1417 • � .. _ B.O.AWNING FAX 714 - 966 - 2837 5 LEGEND FOR PAINT COLOR. 22 / / ` ✓ \ _ _ _ _ _3'-10" AWNING FABRIC ON FRAME SYSTEM Of T.O. CAP SUPPLIED AND INSTALLED BY OWNER. �tiG� any a,_0is � D �7 NOT USED �\-(a:)T.O. sLAB \<Doi 13 TYP TYP �J ALUMINUM WINDOW FRAME SYSTEM W/ DUAL PANE GLAZING. EAST E L_ EVAT I O N ' SCALE:1 /8"=1 ' -0" � 9 EXTERIOR WALL MOUNTED LIGHT FIXTURE (SAFETY RED) SUPPLIED AND INSTALLED BY THE G.C. REFER TO LIGHTING PLAN AND SCHEDULE, SHEET ELECTRICAL PLAN. 7 6 5 4 3 2 1 10 DELIVERY DOOR BUZZER BUTTON. B. A_5 1 1 PAINT ALL UTILITY BOXES (GAS METERS, ELECTRIC ' 18 TYP. 5 - 21 4 3 5 SERVICE BOXES, ETC.) Vt TYR TYP. TYP. Li _20'-3" 12 STUCCO EXPANSION SCREED, PAINTED TO MATCH T.O. PARAPET Ilk STUCCO. SEE DETAIL --%-- "' 18'-10$1 T.O. PARAPET 13 5"X5" INTERNATIONAL SYMBOL OF ACCESSIBILITY 6 ! 9! _ _10,-2" LOCATED 5 -0 A.F.F. @ ALL ENTRANCE DOORS. 9 - - B.C. AWNING 14 SIMULATED STONE VENEER W/ MATCHING WAINSCOT :. .. s ----- -- -- -- 9- Olt... .. ... .:. .. T.O. WIN SILL AND WINDOW SURROUNDS. 5 - : : 22 3 15 10" HIGH ADDRESS NUMBERS, ILLUMINATE DURING 3 -10 A - - DARKNESS. SECOND LOCATION TO BE DETERMINED _ 4 4 T.O. CAP BY POLICE DEPARTMENT. E.. E 0,-a„ T.O. SLAB16 3" HIGH ADDRESS NUMBERS AT REAR DELIVERY 8 6 DOOR. TyP°(ID ELECTRICAL SWITCHGEAR. SEE ELECTRICAL PLANS. SOUTH ELEVATION SCALE:1 /8"=1 ' -0" 2 18 TILE WALL ACCENT. 19 FOAM KEYSTONE STUCCO FINISH. A B c ° 2® 2" REVEAL "SUPERIOR" METAL TRIM #SSJ100-200 to W A WITH CORNERS, TYP. z > 18 TYP. 19 4 3 5 21 TYP. 5 A-5 (WRAP ALL WALL CORNERS & ALL PIER SIDES). 0 < < < TYP. P. TYP. 21 2" STUCCO WALL RECESS WITH HEAVY DASH FINISH. F-- � Q W 2a'-3„ < r .. — - - - - - - -- - 22 6" POPOUT TRIM DETAIL. > i— < T.O. PARAPET L.�J (f) Z : r 6 - 1 B.O. AWNINGLLJ �" <C 22 3 f' ry 0 / / -- -- - x n oo 3'-10" W : elo T.O. CAP T / \ ` 14 4 {...... a,-0„ T.O. SLAB 17 REFER TO EXTERIOR FINISHES LEGEND ON SHT. A-9 FOR COLORS, SPECS AND INSTRUCTIONS FOR PAINTING. REVISIONS WEST ELEVATION SCALE:1 /8"=1 ' -0" 3 NO. DATE DESCRIPTION A 5/7/03 P.C. SUBMITTAL 0 6 FINISH SCHEDULE — B Q LOCATION MANUFACTOR COLOR 0 _ 19 4 6 - A-5 18 TYP. 5 - 21 TYP. 3 5 � a TYP. TYP. TYP. WALL COLOR 1 FRAZEE #861OW GARDEN LIGHT _20'-3" ® WALL COLOR 2 FRAZEE #8274M "FESTOON" A — -- T.O. PARAPET 0 . •. •....• •—._ ._ — . .. • . • _ • . : ' ; • • •.. • .. •• • O SOFFIT ACCENT FRAZEE #8256N "SWEET EARTH" 0 TYP. ® KEYSTONES FRAZEE #8675D "WOODEN OAR" --- ® TILE & CORNICE FRAZEE #8643M "TRAM GRAY" FCA JOB NO. .:. Q WINDOW FRAMING FRAZEE CLEAR ANODIZED ALUMINUM 239 - 01 22 3 3'-1a„AM ISSUE DATE 14 4 T.Odam . CAP 01-011,1k 04/29/03 Do [zigF I T.O. SLAB 8 fi 14 - SHEET NUMBER TYP. TYP. NORTH ELEVATION SCALE:1 /8 "=1 ' -0" 4 A— 7 --1 -- D5 WALL SECTION SCALE: 3/4" = l'—O" 1 11111%11 1 kl- GRADE DF-1 WALL SECTION SCALE: 3/4" = 1 '— 0" A-7 A.F.F.EL. 209-3" .F T.O. PLATE 2x6 FRAMING 0 24" O.C. 16 S5 EL. 15'— 10" A.F F EL. 15 9—lin T.O. TRUSSA— MAX. TOP OF TRUSS --EL. 10'—On A.F.F Nk T.O. WINDOW 2x6 PARAPET FRAMING EL. 130-51" MAX. BOT OF TIRUSS FTr--lF.-7F,Wt,, EL. 2'-9/2" A.F.F. 2x6 0 24" O.C. PLYWOOD SHEATHING SIMULATED STONE VENEER — FINISH GRADE --EL. 0'-0" A.F.F. EL. 01-0'* A.F.F�._ T.O. CONIC® SLAB--��— T.O. CONIC. SLAB a/8* TYPE "X- GWB. RZOIRT.I CONC SLAB AND FOUNDATION. REFER TO STRUCTURAL. DRWGS. 0 0 (� ( ate• i .•d , e 1 "OI 4 WALL SECTION C T' --! . L 4! SCALE: 3/4" = l'—O" WALL SECTION SCALE: 3/4" = l'—O" I Mir m M60 m w I l:mmlo I'm 3184-8 AIRWAY AVENUE COSTA MESA, CA 92626 TEL 714 - 966 - 1415 FAX 714 - 966 - 2837 , I �kS D, ]LLj <<< V) U o V) < LLJ V) < 0 n;;7 < 0d- < ry C:) cn n oo T— REVISIONS NO. DATE DESCRIPTION IA5/7/03 P.C. SUBMITTALI A5/15/03IGRAPHIC CORR. I 1FCA JOB NO. 239-01 ISSUE DATE 04/29/03 s -- MTL. COPING & SLOPE COUNTER FLASHING STUCCO EXTERIOR PLYWD MECH EQUIP. SEE MECHANICAL PLANS. EL 18'-0" A.F.F. T.O. PLATE .. GALV, METAL REGLET AN PARAPET REMOVABLE FLASHING. 2 °-M PIECE REGLET TYPE-ST 1� f 26 GA. G.I. COUNTER 1" HEAD NAIL FLASHING AS MANUF. BY FLASHING BY G.C. 6-8" O.C. FRY CORP. O FIBER CANT EQUIVALENT. 26 GA G.I. FLASHING STRIP W 4s LEGS OVER 4" CONT. CANT NAIL TO PLYWOOD AT STRIP BY ROOFING SEALANT 12" O.C. CONTRACTOR » " J METAL STUCCO TRIM AiTACHAED o Wt�DING F R E D COOK MAX 8" HIGH PRE-FAB TRUSSES (SEE STRUCT A R C H I T E C T S ROOFING MEMBRANE INSULATED CURB BY MECH. EQUIP. MFR., PLYWOOD SHEATHING PLANS) (SEE STRUCT PLANS) 3184-8 AIRWAY AVENUE PLYWD DECK INSTALLED BY G.C. ROOFING (NO ROOFTOP EQUIP7 SINGLE PLY MEMBRANE ROOFING (SEE SPECS. COSTA MESA, CA 92626 TEL 714 — 966 — 1415 SHALL EXTEND ABOVE 7/8" STUCCO FAX 714 — 966 — 2837 TOP OF PARAPET) ® PLYWOOD SHEATHING WITH 6 MIL V.B. (TYP.) o ® N OTE °' �- °• IF MECHANICAL EQUIPMENT FULLY LOADED EXCEED 400 lbs. ao oo� ® ® IT IS REQUIRED TO BE SEISMICALLY RESTRAINED. �; C! �Ilyl A a yea '' CANT STRIP SCALE: 3"=1'—o" 9 TYP. ROOF EQUIP. CURB SCALE: 1 1 /2"=1'—o" 5 PARAPET WALL DETAIL sCAE: 1 1 /2" ='-4" 1 "BILCO" ROOF SCUTTLE 2'-6" X 3'-0" FOR — SEALANT LADDER ACCESS TYPE S --- RAIN GUARD W/ SS DRAWBAND CONT. FIBER CANT STRIP — — 1" BOND BREAKER TAPE STRIP -1 rll — — ROOFING OVER PLYWD DECK 3" MIN. BUTYL SEALANT° — — TAPE BONDED SECURELY TO BOTH SURFACES WATER HEATER FLUE ROOFING MEMBRANE 1 j8" POLYURETHANE MOLDED SAFETY CAP 2 STRIPPING PLIES — 2x STUD WALL SET IN ASPHALT MTL LEEVE r ALUM. LADDER •� ► i SOLID BLK'G UNDER o 0) �- o FLANGE 04 r 1-HR SEALANT 0 PENETRATION ® " °° F.R.P. OVER 5j8 EXT. � 2x4PLYWID. OVER STUDS 0 6" O.G. ® FLANGE INTO BED OF ROOF CEMENT AND o SUSPENDED CEILING STAGGER NAIL FLANGE 0 4 O.C. FLUE T H R U ROOF SCALE: 1 1 /2"=1'—O" 10 6 ROOF HATCH SCALE: 1 /2"=1'-o" 2 BUILT-UP ROOF SHEET METAL •L.• SEE SPECS, CAP FLASHING ,- Q � :'. CONTINUOUS i-- u 4" FIBER CANT STRIP 44 LEVEL SLEEPER J W 4e % rf1v Y PARAPET WALL c ` b 2x CONTINUOUS CANT STRIP Q-- C� . . /\ 4JVlJ I)j 2x2x1/8" 'C' CHANNEL '...• '' PLYWD CRICKET _ ROOFING W �~� Lam. ..--., OR UNISTRUT-LAG BOLT SAME THICKNESS AS (f } ' TO PARAPET 0 BLK'G & ROOF SHTG. loo O '� CUT & BEND 0 90° .: = 2x FRAMING 0 16" O.C. 0 � +— BITU00 THENE INSTALLED Q ® AT LAG BOLT pof O 0 :' =�~� __ PENETRATION TO .- P EXTEND A 6" RAD.� ,.�j�^ n PIPE CLAMP BOLTED ` 2X4 FROM LAG BOLT ALL DIRECTIONS vV CHANNEL ` ® o ® t =: LAG BOLT OR THRU °° •• •' • .. BOLT W BACKING °- HOT WATER HEATER FLUE ta P t-u ROOF SHTG SEE STRUCT ,n PLATE DBL, NUT a ® PLAN I I dl FLUE SUPPORT SCALE: 1/2"=1'-0" 11 CRICKET DETAIL SCALE: 3"=1'-0" 7 SKID DETAIL SCALE: 3"=1'—O" 3 REVISIONS NO. DATE DESCRIPTION ROOFING TO EXTEND UP TO TOP OF . PARAPET'° NOTES: ROOF G O/ PLYWD DECK Al A =. 1. OVERFLOW DRAIN SHALL BE 2x6 BLOCKING TYP. CONNECTED TO THE DRAIN — 4" OOVERFLOW DRAIN W/ LIP L' LINES INDEPENDENT FROM THE 2" ABOVE ROOF SURFACE :. 4" CONT, CANT STRIP ROOF DRAIN LINE. /OFD\2. Al ROOF DRAINAGE WATERQ • ' ROOFING OVER FROM THE BLDG. SHALL NOT 1 BE PERMITTED TO FLOW OVER Q % 5/8" EXT. GD. PLYWD A PUBLIC PROPERTY. RD 1 :.' o: 4" OROOF DRAIN N nnn Al T fk 8El FCA JOB N0. 000 23� •-01 ® -+: 0 cq o .y, .. co 0 ISSUE DATE 04 /z� / o3 o o `0 "., •• � SHEET NUMBER ® 2x LEDGER. SEE STRUCT. PLANS �! 4A 7 12 TYP. CANT STRIP SCaLE:3"=1'—O" 8 ROOF DRAIN & OVERFLOW SCALE: 11/2"=1'—O" 4 1. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE ENGINEER OR ARCHITECT. 2. ALL DIMENSIONS CONTROLLED BY EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE SITE. 3. CONSTRUCTIONS AND MATERIALS SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL, ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. 4. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL GRADES, DIMENSIONS, AND CONDITIONS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK, INCLUDING THAT OF ALL SUB -TRADES. 6. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. 7. ALL WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE UNIFORM BUILDING CODE (LATEST ADOPTED EDITION) OR OTHER APPLICABLE GOVERNING CODES AND BUILDING ORDINANCES. 8. ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF THEIR OPERATION. ALL SCRAP, DEBRIS, AND OTHER EXCESS MATERIAL SHALL BE REMOVED FROM THE BUILDING SITE. 9. THE OWNER SHALL HAVE THE RIGHT TO MAKE CERTAIN CHANGES IN THE WORK AND THE CONTRACT AMOUNT SHALL BE ADJUSTED ACCORDINGLY. HOWEVER, THE GENERAL CONTRACTOR SHALL NOT PROCEED WITH ANY CHANGES WITHOUT THE WRITTEN APPROVAL OF THE OWNER. 10. ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS EQUAL ALTERNATES ARE APPROVED IN WRITING BY THE OWNER. 11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRACING DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED. 12. SEE ARCHITECT'S SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, IF APPLICABLE. 13. ANY REFERENCE TO THE WORDS APPROVE, 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. 14. 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 AND 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: ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, WHETHER OF MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING COMPLIANCE WITH CONTRACT DOCUMENTS, DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 15. THE SHOP DRAWING REVIEW PROCESS BY THIS ENGINEER WILL ONLY COMMENCE AFTER THE SUBMITTED FABRICATION OR SHOP DRAWING HAVE BEEN AS FOLLOWS: A. INITIALLY REVIEWED AND ACCEPTED AS CONFORMING WITH THE STRUCTURAL CONSTRUCTION DRAWINGS BY THE RESPONSIBLE SUPERVISOR AND DRAWING CHECKER WITH THEIR SIGNATURES. B. APPROVED AND ACCEPTED WITH A STAMP FROM THE GENERAL CONTRACTOR AS CONFORMING TO THE CONSTRUCTION DOCUMENTS. 16. STRUCTURAL OBSERVATION WILL BE PERFORMED BY AN ENGINEER OR ARCHITECT EMPLOYED BY THE OWNER. THIS DESIGNATED INDIVIDUAL SHALL CONFORM TO THE REQUIREMENTS AS STATED IN SECTION 1702. 1. EXCAVATE FOR FOUNDATIONS TO THE DEPTHS SHOWN ON THE DRAWINGS BELOW UNDISTURBED SOIL OR COMPACTED EARTH, 18" MINIMUM UNLESS OTHERWISE NOTED. SEE SOILS REPORT FOR PAD AND FOOTING COMPACTION REQUIREMENTS, IF APPLICABLE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING, ETC. NECESSARY TO SUPPORT CUT AND/OR FILL BANKS DURING EXCAVATION, AND FOR FORMING AND PLACEMENT OF CONCRETE. 3. CARE SHALL BE TAKEN NOT TO OVEREXCAVATE FOUNDATION AT LOWER ELEVATION. PREVENT DISTURBING SOILS AROUND FOOTINGS AT HIGHER ELEVATION. 4. FILLING AND BACKFILLING SHALL BE INSPECTED AND APPROVED BY THE PROJECT SOILS ENGINEER PRIOR TO FORMING. 5. ALL FILL AND BACKFILL MATERIAL SHALL BE APPROVED BY THE PROJECT SOILS ENGINEER. 6. FILLING AND BACKFILLING SHALL BE COMPACTED TO A MINIMUM OF 90% OR MORE IF SO NOTED, OF MAXIMUM DENSITY IN ACCORDANCE WITH THE SOILS REPORT AND ASTM TEST METHOD D-1557-78. FLOODING BACKFILL IS NOT PERMITTED. 7. WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATION PRIOR TO PLACING OF CONCRETE. CARE SHALL BE TAKEN SO AS NOT TO DRY OUT UNDERLYING NATURAL SOILS. 8. A 6 MIL (MINIMUM) PLASTIC MEMBRANE SHALL BE PLACED ON THE PREPARED PAD SUBGRADE IN ALL AREAS AS SHOWN ON THE DRAWINGS WHERE FLOOR COVERINGS ARE TO BE INSTALLED, UNLESS OTHERWISE NOTED. PLACE 2" OF CLEAN SAND OVER MEMBRANE. SEE SOILS REPORT FOR ADDITIONAL REQUIREMENTS. 9. GENERAL AND CONCRETE SUB -CONTRACTOR SHALL REVIEW AND FAMILIARIZE THEMSELVES WITH THE SOILS REPORT AND THE CONTENTS OF SOILS REPORT SHALL BE MADE A PART OF THESE DRAWINGS. 10. THE SOILS REPORT IN ITS ENTIRETY SHALL BE INCLUDED AS PART OF THE CONTRACT DOCUMENTS. FOR RECOMMENDED SOIL BEARING PRESSURE, FOUNDATION MATERIAL AND SITE GRADING, SEE SOILS AND GEOLOGICAL REPORT BY 1997 U.B.C. DESIGN VALUES: Ai SOIL BEARING PRESSURES: 1000 PSF. 11. PROVIDE TWO COPIES OF A COMPACTION REPORT REVIEWED, ACCEPTED AND STAMPED BY THE LEGALLY RESPONSIBLE BUILDING DESIGNER. THE REPORTS ARE TO BE SUBMITTED TO AND ACCEPTED BY THE BUILDING SAFETY DIVISION PRIOR TO CALL FOR FOUNDATION INSPECTION. CONCRETE: ALL CONCRETE CONSTRUCTION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE FOLLOWING: - ACI CODE (ACI 318-99) - ACI SPECIFICATIONS (ACI 301-99) - ACI CHEMICAL ADMIXTURES (ACI 212.3R-91) - ACI HIGH -RANGE WATER -REDUCING ADMIXTURES (ACI 212.413-93) - ACI MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE (ACI 304R-00) THE FOLLOWING NOTES ARE PROVIDED FOR USE AS A GUIDE TO ALL REQUIREMENTS. 1. MATERIALS FOR CONCRETE: A. CEMENT SHALL CONFORM TO THE APPROPRIATE SPECIFICATION LISTED BELOW: 1. PORTLAND CEMENT, "SPECIFICATION FOR PORTLAND CEMENT" (ASTM C-150). 2. PORTLAND BLAST -FURNACE SLAG CEMENT OR PORTLAND- POZZOLAN CEMENT, "SPECIFICATION FOR BLENDED 3. UNLESS OTHERWISE PERMITTED OR REQUIRED, CEMENT SHALL BE TYPE I OR TYPE II, ASTM C-150-99. 4. THE CEMENT USED IN THE WORK SHALL CORRESPOND TO THAT UPON WHICH THE SELECTION OF CONCRETE PROPORTIONS WAS BASED. B. ADMIXTURES SHALL NOT BE USED WITHOUT WRITTEN CONSENT OF THE ENGINEER. C. WATER: 1. MIXING WATER FOR CONCRETE SHALL CONFORM TO THE REQUIREMENTS FOR WATER SPECIFIED IN ASTM C-94. D. AGGREGATES: 1. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO "SPECIFICATION FOR CONCRETE AGGREGATES" (ASTM C- 33)-99. 2. FINE AND COARSE AGGREGATES SHALL BE REGARDED AS SEPARATE INGREDIENTS. EACH SIZE OF COARSE AGGREGATE, A WELL AS THE COMBINATION OF SIZES WHEN TWO OR MORE ARE USED, SHALL CONFORM TO THE APPROPRIATE GRADING REQUIREMENTS OF THE APPLICABLE ASTM SPECIFICATIONS. WOW k�111`qrfflflm ��;� � • �L`�II• �Ii elf A. GENERAL: CONCRETE FOR ALL PARTS OF THE WORK SHALL BE OF THE SPECIFIED QUALITY CAPABLE OF BEING PLACED WITHOUT EXCESSIVE SEGREGATION AND, WHEN HARDENED, OF DEVELOPING ALL CHARACTERISTICS REQUIRED BY THESE SPECIFICATIONS AND THE CONTRACT DOCUMENTS. B. STRENGTH: THE SPECIFIED COMPRESSIVE STRENGTH OF THE CONCRETE (F'c) FOR EACH PORTION OF THE STRUCTURE SHALL BE AS DESIGNATED BELOW. STRENGTH REQUIREMENTS SHALL BE BASED ON 28-DAY COMPRESSIVE STRENGTH, UNLESS A DIFFERENT TEST AGE IS SPECIFIED. SLAB -ON -GRADE 2500 PSI CONT. FTG'S 2500 PSI PAD FTG'S 2500 PSI DRYPACK OR GROUT FOR BASE PLATES 4000 PSI C. SLUMP: UNLESS OTHERWISE PERMITTED OR SPECIFIED, THE CONCRETE SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF 4 IN. OR LESS IF CONSOLIDATION IS TO BE BY VIBRATION, 5 IN. OR LESS IF CONSOLIDATION IS TO BE BY METHODS OTHER THAN VIBRATIONS. WATER CEMENT RATIO IS TO BE 0.6 MAX D. MAXIMUM SIZE OF COARSE AGGREGATE: THE NOMINAL MAXIMUM SIZE OF THE AGGREGATE SHALL NOT BE MORE THAN ONE -FIFTH OF THE NARROWEST DIMENSION BETWEEN SIDES OF THE FORMS, ONE-THIRD OF THE DEPTHS OF SLABS, NOR THREE -FOURTHS OF THE MINIMUM CLEAR SPACING BETWEEN REINFORCING BARS. THESE LIMITATIONS MAY BE WAIVED IF, IN THE JUDGMENT OF THE ENGINEER, WORKABILITY AND METHODS OF CONSOLIDATION ARE SUCH THAT THE CONCRETE CAN BE PLACED WITHOUT HONEYCOMB OR VOIDS. E. ADMIXTURES: IF PERMITTED, ADMIXTURES USED SHALL BE SUBJECT TO THE LIMITATIONS BELOW: 1. THE AMOUNT OF CALCIUM CHLORIDE SHALL NOT EXCEED 2 PERCENT BY WEIGHT OF CEMENT. THE AMOUNT OF CALCIUM CHLORIDE SHALL BE DETERMINED BY THE METHOD DESCRIBED IN AASHTO T260-78. 2. FOR PRESTRESSED CONCRETE AND FOR ALL CONCRETE WHICH WILL CONTAIN EMBEDMENTS OF OR REMAIN IN CONTACT WITH ALUMINUM OR GALVANIZED METAL, IT SHALL BE DEMONSTRATED BY TEST THAT THE MIXING WATER OF THE CONCRETE, INCLUDING THAT CONTRIBUTED BY THE AGGREGATES AND ANY ADMIXTURES USED, WILL NOT CONTAIN A DELETERIOUS AMOUNT OF CHLORIDE ION, UNLESS PROTECTIVE MEASURES ACCEPTABLE TO THE ENGINEER ARE PROVIDED. 3. ALL ADMIXTURES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS EXCEPT AS OTHERWISE SPECIFIED HEREIN. F. SELECTION OF PROPORTIONS: THE PROPORTIONS OF INGREDIENTS SHALL BE SUCH AS TO PRODUCE A MIXTURE WHICH WILL WORK READILY INTO THE CORNERS AND ANGLES OF THE FORMS AND AROUND REINFORCEMENT BY THE METHODS OF PLACING AND CONSOLIDATION EMPLOYED ON THE WORK, BUT WITHOUT PERMITTING THE MATERIALS TO SEGREGATE OR EXCESSIVE FREE WATER TO COLLECT ON THE SURFACE. 3. CONCRETE FLOOR SLABS ON GRADE SHALL BE 4" THICK (UNLESS OTHERWISE NOTED). SLABS WHICH ARE TO RECEIVE RESILIENT FLOORING CARPET OR DESIGNATED TO REMAIN EXPOSED SHALL BE TROWELLED SMOOTH. CONTRACTOR SHALL PROVIDE CONTROL JOINTS WITH A MAXIMUM AREA BETWEEN JOINTS OF 400 S.F., UNLESS OTHERWISE NOTED. MAXIMUM RATIO OF LONG SIDE TO SHORT SIDE SHALL BE 1-1/2 : 1. 4. ALL REINFORCING STEEL, WIRE MESH, ANCHOR BOLTS, HOLDOWN ANCHORS AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE BUILDING OFFICIAL PRIOR TO PLACING OF CONCRETE. REINFORCINGSTEEL: 1. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60, UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL BE FROM IDENTIFIED STOCK WITH MILL ANALYSIS SUPPLIED. ALL DOWELS, #4 OR SMALLER MAY CONFORM TO ASTM A-615 GRADE 40. 2. DOWELS SHALL BE PROVIDED AT POUR AND CONSTRUCTION JOINTS AND SHALL BE THE SAME SIZE AND SPACING AS THE REINFORCING SHOWN FOR THE SUBSEQUENT CONSTRUCTION, UNLESS OTHERWISE NOTED. 3. REINFORCING SHALL HAVE THE FOLLOWING MINIMUM COVER: A. CONCRETE CAST AGAINST EARTH. . . . . . . 3" B. SLAB ON GRADE . . . . . . . . . CENTER (FOR ONE LAYER) 4. WHEN REQUIRED i OF •. CONFORM TO "STRUCTURAL WELDING CODE - REINFORCING STEEL" (AWS Dl - 4-79). THE MILL ANALYSIS SHALL INCLUDE THE CARBON EQUIVALENCE TO ESTABLISH WELDABILITY. NO WELDING SHALLBE DONE AT THE BEND IN A i'- WELDING OF CROSS`-(TACKi NOT BE • r EXCEPT AUTHORIZED OR DIRECTED BY THE ENGINEER. 5. ALL CONTINUOUS BARS OR DOWELS OF #3 THRU #6 IN SIZE SHALL LAP 40 BAR DIAMETERS IN CONCRETE AND MASONRY, UNLESS OTHERWISE NOTED. FOR BARS LARGER THAN #6, SEE PLAN FOR SPLICE DETAILS. WIRE MESH SHALL • MINIMUM OF * BARS SHALL CLEAN RUST, GREASE OR • - MATERIAL TO IMPAIR BONDING. BENDS SHALL BE MADE COLD. 7. CONTINUOUS INSPECTION OF CONCRETE SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING • r ♦ i EMBEDDED ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDS OF REINFORCING REINFORCING8. ALL a- OR i r ON PLANS. WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFIED, LAPS OR SPLICES SHALL BE . - r FIELD9. ALL WELDED- . TO •. GRADE 60. WELDING SHALL BE PERFORMED BY BUILDING DEPARTMENT APPROVED CERTIFIED WELDERS E70XX ELECTRODES.ALL i INSPECTORWELDING SHALL BE CONTINUOUSLY INSPECTED BY A REGISTERED DEPUTY AT THE EXPENSE OFTHE GENERAL• •• UNLESS A PRIOR AGREEMENT IS NEGOTIATED WITH THE OWNER. r 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM AND SHALL BE FABRICATED ACCORDING TO AISC PRACTICE AND SPECIFICATIONS FOR BUILDING. 2. STRUCTURAL SHAPES, PLATES, & BARS SHALL CONFORM TO ASTM A-36 3. TUBE MEMBERS SHALL CONFORM TO ASTM A-500, GRADE B (Fy = 46 KSI) PIPE COLUMNS SHALL CONFORM TO ASTM A-53, GRADE B. 4. WELDING SHALL CONFORM WITH THE LATEST ADDITION OF THE WELDING CODE AWSD1.1. USE APPROVED ELECTRODES CONFORMING WITH ASTM A-233. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS APPROVED BY THE BUILDING DEPARTMENT. ALL FIELD WELDING SHALL BE CONTINUOUSLY INSPECTED BY A REGISTERED DEPUTY INSPECTOR, AT THE EXPENSE OF THE GENERAL CONTRACTOR UNLESS A PRIOR AGREEMENT IS NEGOTIATED WITH THE OWNER. 5. UNLESS OTHERWISE NOTED, ALL SHOP AND FIELD BOLTED CONNECTIONS SHALL BE IN ACCORDANCE WITH USING UNFINISHED AMERICAN STANDARD REGULAR BOLTS CONFORMING TO ASTM-307. 6. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION. 7. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE METAL COULD COME IN CONTACT WITH THE PUBLIC. 8. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THRU STRUCTURAL STEEL MEMBERS. NO CUTTING OR BURNING OF STRUCTURAL STEEL WILL BE PERMITTED WITHOUT PRIOR CONSENT OF THE ENGINEER. 9. GROUTING OF COLUMN BASE PLATES: BASE PLATES SHALL BF DRYPACKED OR GROUTED WITH "FIVE-STAR" NON-SHRIN ROUT OR EQUAL. MINIMUM COMPRESSIVE STRENGTH SHALL BE AS SPECIFIED IN THE CONCRETE SECTION OF THESE NOTES. ALL SURFACES SHALL BE PROPERLY CLEANED OF FOREIGN MATERIAL PRIOR TO THE GROUTING OPERATION. 10. PROVIDE 3x NAILER WITH 1 /2" 0 BOLT AT 24" O.C. (2 FACES) AT ALL TS COLUMNS IN WOOD STUD WALLS. U.N.O. 1. STRUCTURAL OBSERVATION IS REQUIRED FOR THE STRUCTURAL SYSTEM STRUCTURAL OBSERVATTON IS THE VISUAL OBSERVATION OF THE ELEMENTS AND CONNECTIONS OF THE STRUCTURAL SYSTEM AT SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETED STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE BUILDING INSPECTOR OR THE DEPUTY INSPECTOR. 2. THE OWNER SHALL EMPLOY A CIVIL OR STRUCTURAL ENGINEER OR ARCHITECT TO PERFORM THE STRUCTURAL OBSERVATION. THE ENGINEER OR ARCHITECT SHALL BE REGISTERED OR LICENSED IN THE STATE OF CALIFORNIA. THE DEPARTMENT OF BUILDING AND SAFETY RECOMMENDS THE USE OF THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN WHEN THEY ARE INDEPENDENT OF THE CONTRACTOR. 3. THE STRUCTURAL OBSERVER SHALL PROVIDE EVIDENCE OF EMPLOYMENT BY THE OWNER. A LETTER FROM THE OWNER OR A COPY OF THE AGREEMENT FOR SERVICES SHALL BE SENT TO THE BULIDNG INSPECTOR BEFORE THE FIRST SITE VISIT. THE STRUCTURAL OBSERVER SHALL ALSO INFORM THE OWNER OF THE REQUIREMENTS FOR A PRECONSTRUCTION MEETING AND SHALL PRESIDE OVER THIS MEETING. 4. THE OWNER OR OWNER?S REPRESENTATIVE SHALL COORDINATE AND CALL FOR A MEETING BETWEEN THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, STRUCTURAL OBSERVER, CONTRACTOR, AFFECTED SUBCONTRACTORS AND DEPUTY INSPECTORS. THE PURPOSE OF THE MEETING SHALL BE TO IDENTIFY THE MAJOR STRUCTURAL ELEMENTS AND CONNECTIONS THAT AFFECT THE VERTICAL AND LATERAL LOAD SYSTEMS OF THE STRUCTURE AND TO REVIEW SCHEDULING OF THE REQUIRED OBSERVATIONS. A RECORD OF THE MEETINGS SHALL BE INCLUDED IN THE FIRST OBSERVATION REPORT SUBMITTED TO THE BUILDING INSPECTOR. 5. THE STRUCTURAL OBSERVER SHALL PERFORM SITE VISITS AT THOSE STEPS IN THE PROGRESS OF THE WORK THAT ALLOW FOR CORRECTION OF DEFICIENCIES WITHOUT SUBSTANTIAL EFFORT OR UNCOVERING OF THE WORK INVOLVED. AT A MINIMUM, THE FOLLOWING SIGNIFICANT CONSTRUCTION STAGES REQUIRE A SITE VISIT AND AN OBSERVATION REPORT FROM THE STRUCTURAL OBSERVER: CONSTRUCTION STAGES ELEMENTS/CONNECTIONS TO BE OBSERVED a.) FOUNDATION f REINFORCING b.) SHEARWALLS f PLYWOOD / NAILS / HOLDOWNS c.) STEEL FRAME f WELDED CONNECTION d.) PLYWOOD ROOF f PLYWOOD / NAILS 6. THE STRUCTURAL OBSERVER SHALL PREPARE A REPORT ON THE DEPARTMENT FORM B&S 261 FOR EACH SIGNIFICANT STAGE OF CONSTRUCTION OBSERVED. THE ORIGINAL OF THE OBSERVATION REPORT SHALL BE SENT TO THE BUILDING INSPECTOR'S OFFICE AND SHALL BE SIGNED AND SEALED (WET STAMP) BY THE RESPONSIBLE STRUCTURAL OBSERVER. ONE COPY OF THE OBSERVATION REPORT SHALL BE ATTACHED TO THE APPROVED PLANS. THE COPY ATTACHED TOTHE PLANS NEED NOT BE SEALED BUT SHALL BE SIGNED BY THE RESPONSIBLE STRUCTURAL OBSERVER OR THEIR DESIGNEE. COPIES OF THE REPORT SHALL ALSO BE GIVEN TO THE OWNER, CONTRACTOR, AND DEPUTY INSPECTOR. 7. A FINAL OBSERVATION REPORT MUST BE SUBMITTED WHICH SHOWS THAT ALL OBSERVED DEFICIENCIES WERE RESOLVED AND THE STRUCTURAL SYSTEM GENERALLY CONFORMS WITH THE APPROVED PLANS AND SPECIFICATIONS. THE DEPARTMENT OF BUILDING AND SAFETY WILL NOT ACCEPT THE STRUCTURAL WORK WITHOUT THIS FINAL OBSERVATION REPORT AND THE CORRECTION OF SPECIFIC DEFICIENCIES NOTED DURING NORMAL BUILDING AND DEPUTY INSPECTION. 8. THE STRUCTURAL OBSERVER SHALL SEND THE ORIGINAL OVBSERVATION REPORT TO THE FOLLOWING INSPECTION OFFICE: INSPECTION GROUP NAME STREET ADDRESS COMMUNITY OF LA, CA, ZIP CODE 9. WHEN THE OWNER ELECTS TO CHANGE THE STRUCTURAL OBSERVER OF RECORD, THE OWNER SHALL: A NOTIFY THE BUILDING INSPECTOR IN WRITING BEFORE THE NEXT INSPECTION, B CALL AN ADDITIONAL PRECONSTRUCTION MEETING, AND C FURNISH THE REPLACEMENT STRUCTURAL OBSERVER WITH A COPY OF ALL PREVIOUS OBSERVATION REPORTS. THE REPLACEMENT STRUCTURAL OBSERVER SHALL APPROVE THE CORRECTION OF THE ORIGINAL OBSERVED DEFICIENCIES UNLESS OTHERWISE APPROVED BY PLAN CHECK SUPERVISION. THE POLICY OF THE DEPARTMENT SHALL BE TO CORRECT ANY 10 PROPERLY NOTED DEFICIENCIES WITHOUT CONSIDERATION OF THEIR SOURCE. THE ENGINEER OR ARCHITECT OF RECORD SHALL DEVELOP ALL CHANGES RELATING TO THE STRUCTURAL SYSTEMS. THE BUILDING DEPARTMENT SHALL REVIEW AND APPROVE ALL CHANGES TO THE APPROVED PLANS AND SPECIFICATIONS. FRED COOK ARCHITECTS 3184-B AIRWAY AVENUE COSTA MESA, CA 92626 TEL 714 - 966 - 1415 FAX 714 - 966 - 2837 M Inc PLUMP ENOINEERINO INC, PLUMP ENGINEERING INC. CONSULTING ENGINEERS IN STRUCTURAL ENGINEERING 914 E. KATELLA AVENUE ANAH EIM, CALMORNIA 92805 (714) 385-1835, FAX (714) 385-1834 PLUMP JOB NO.: 030432 No. C 052098 * Exp. 12-31-08 CIVIL. Sl9T£ OF alI : =mom W Q Ld 0 v) ::D < W Q < C�d w O • `s z W u� 0 ry n _ REVISIONS NO. DATE DESCRIPTION A 03/06/03 1st B.D. SUBMIT IA05/22/031 B.D. CORR. FCA JOB NO. ISSUE DATE 03/15/03 SHEET NUMBER Q FRAMING LUMBER 1. ALL FRAMING LUMBER SHALL CONFORM TO "STANDARD GRADING AND DRESSING RULES NO. 16 OF WEST COAST LUMBER INSPECTION BUREAU. 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, S4S, UNLESS OTHERWISE NOTED. 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.). .CONSTRUCTION GRADE 2" THICK, 4" TO 8" WIDE. . . . . . . . . . . NO 2. OR BETTER STRUCTURAL LIGHT FRAMING: 2" TO 4" THICK, 2" TO 4" WIDE . . . . . . . NO. 2 OR BETTER STRUCTURAL JOISTS AND PLANKS: 2" TO 4" THICK, 6" AND WIDER . . . . . . . NO. 1 OR BETTER BEAMS AND STRINGERS: 5" AND THICKER, 6" AND WIDER . . . . . . . NO. 1 OR BETTER POSTS AND TIMBERS: 5" X 5" AND LARGER . . . . . . . . . . . . . NO. 1 OR BETTER 3. MAXIMUM STUD HEIGHT SCHEDULE AT NON -BEARING WALLS (LATERALLY BRACED) 2 X 4 AT 16" o. c. . . . . . . . . .12' - 0" 2 X 6 AT 16" o.c. . . . . . . . . .18, - 0" 2 X 8 AT 16" o.c. . . . . . . . . .23' - 0" U.O.N. 4. PLYWOOD SHALL CONFORMTO PRODUCT STANDARD PLYWOOD GRADESHALL BE APA = D INCLUDING PANEL INDEX ROOF SHEATHING SHALL BE 1 /2" CD-X STRUCTURAL 1, P.I. 32/16, UNLESS OTHERWISE NOTED. SEE ' SHEAR WALL SCHEDULE FOR SHEAR PANEL SHEATHING. ROOF SHEATHING AND SHEAR PANELS SHALL BE IN PLACE AND INSPECTED BY THE BUILDING OFFICIAL RIOR TO COVERING.' INSTALL WITH FACE GRAIN ACROSS SUPPORTS AND ALL JOIST SHALL BE BLOCKED EXCEPT WHERE NOTED ON PLANS. OPENINGS5. ALL i ROOF SHALL BE NAILED PER BOUNDARY •D A i NAILING OF PLYWOOD DIAPHRAGM NAILING REQUIREMENTS. ACCORDANCE WITH A.I.T.C. SPECIFICATIONS. ADHESIVES SHALL BE WATER RESISTENT INTERIOR W.C.L.A. SPECIFICATION COMBINATION (SEE BELOW) INDUSTRIAL APPEARANCE GRADE. A.I.T.C. INSPECTION CERTIFICATES SHALL BE FURNISHED WITH EACH BEAM. SUBMIT SHOP DRAWINGS TO THIS ENGINEER FOR REVIEW PRIOR TO FABRICATION. SIMPLE SPAN BEAMS 24F - V4 CANTILEVERED BEAMS 24F - V8 7. FRAMING HARDWARE SHALL BE SIMPSON "STRONG -TIE" CONNECTORS OR - EQUAL. ALL SUBSTITUTES SHALL BEAR I.C.B.O. APPROVAL, UNLESS w OTHERWISE INDICATED ON DRAWINGS. ALL FLUSH WOOD TO WOOD CONNECTORS SHALL BE MADE WITH "SIMPSON" METAL HANGERS AS FOLLOWS: 2 X 4, 6, & 8 MEMBERS . . . . . . . . ..U" SERIES 2 X 10, 12, 14, & 16 MEMBERS. . . . . "HU" SERIES 4 X & LARGER . . . . . . . . . . . . . "HUTF" SERIES 8. 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 1 X 6 SUB -FLOOR TO EACH JOIST, FACE NAIL 2 - 8d 1 X 8 SUB -FLOOR TO EACH JOIST, FACE NAIL 3 - 8d 2 X T & G FLOOR DECKING TO JOIST, BLIND & F.N. 2 - 16d SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d @ 16" O.C. TOP PLATE TO STUD, END NAIL 2 - 16d DOUBLE STUD, FACE NAIL 16d @ 24" O.C. 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 OF PARTITIONS, FACE NAIL 3 - 16d CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3 - 16d RAFTER TO PLATE, TOE NAIL 3 - 8d 1 X BRACE TO EACH STUD AND PLATE 2 - 8d 1 X 8 SHEATHING OR LESS TO EACH BEARING, F.N. 2 - 8d WIDER THAN 1 X 8 BOARD TO EACH BEARING, F.N. 3 - 8d BUILT-UP CORNER STUDS 16d @ 24" O.C. BUILT-UP MEMBERS (2 MEMBERS) 20d @ 32" o.c. T & B - STAGGERED BUILT-UP MEMBERS (3 OR MORE MEMBERS) 1 /2" THRU BOLTS 24" o.c. STAGGERED 2" PLANKING, FACE NAIL, AT EACH BEARING PT. 2 - 16d PLYWOOD WALL SHEATHING, ROOF, AND SUBFLOOR 3/8" PLYWOOD . . . . . . . . . . . . . . . . . . 8d 1 /2" PLYWOOD . . . . . . . . . . . . . . . . . . 10d 5/8" PLYWOOD . . . . . . . . . . . . . . . . . . 10d 3/4" PLYWOOD . . . . . . . . . . . . . . . . . . 10d ADDITIONAL NAILING NOTES: A. ALL NAILS SHALL BE COMMON NAILS UNLESS OTHERWISE SPECIFIED ON DRAWINGS. B. PLYWOOD SHEATHING SHALL BE NAILED AS FOLLOWS UNLESS OTHERWISE NOTED ON DRAWINGS: BOUNDARY NAILING - 4" O.C. EDGE NAILING - 6" O.C. FIELD NAILING - 12" O.C. C. ALL NAILS EXPOSED TO THE WEATHER SHALL BE GALVANIZED. 9. MISCELLANEOUS ITEMS, WHERE APPLICABLE: A. MUDSILLS: "WOLMANIZED" NO. 2 D.F., S4S, OR BETTER. B. ROOF DECKING: SELECT DECKING -DRY, 2 X 6 T & G, V-GROOVE DOUGLAS FIR. C. FASCIA: NO. 1, EXPOSED HEMLOCK OR SPRUCE, SELECT FOR APPEARANCE. D. EXTERIOR TRIM: NO. 1, EXPOSED D.F., SELECT FOR APPEARANCE. 10. (MIN.) HEADER AND CEILING JOIST SCHEDULE FOR UPPER MOST FLOOR. MIN TO BE USED UNLESS OTHERWISE NOTED. SEE DETAIL SHEETS TO INFORMATION. 11. ALL BOLTS THRU WOOD SHALL HAVE STANDARD WASHERS EXCEPT WHERE METAL SIDE PLATES ARE SPECIFIED. BOLT HOLES SHALL BE NOT MORE THAN 1 /16" LARGER THAN THE BOLT DIAMETER, UNLESS OTHERWISE NOTED. 12. SILL PLATES SHALL BE BOLTED TO FOUNDATIONS WITH 1/2 is X 10" LONG ANCHOR BOLTS AT 6'-0- o.c., UNLESS OTHERWISE NOTED. 13. BRIDGING OF JOISTS OR RAFTERS: ,i . PROVIDE BRIDGING AT 10 I-oll o.c. FOR ROOF RAFTERS AND 8'-0" FOR FLOOR JOIST. PROVIDE 2 X SOLID BLOCKING AT ALL BEARING LOCATIONS.TWO BOLTS PER MEMBER FROM 14. DIAPHRAGM NAILING NOTE:, -1 D OR 10d NAILS ARE SPACED 3" o.c. HAVING A MINIMUM PENETRATION OF • THE SUPPORTING MEMBER, SUPPORTING MEMBER 15. ROOF DESIGN LOADS: THE LOADS GIVEN ARE MINIMUM DESIGN LOADS. PROVIDE r• - ENGINEERS, • THEIR REVIEW, MECHANICAL EQUIPMENT NOT SHOWN ON THESE DRAWINGS AND ANY SPRINKLER MAINS PROPOSED TO BE SUPPORTED BY 'i• STRUCTURE. FURNISH SIZES, WEIGHTS, D LOCATIONS. SPECIAL INSPECTION BY A DEPUTY REGISTERED INSPECTOR APPROVED BY THE BUILDING DEPARTMENT SHALL BE PROVIDED FOR THE FOLLOWING: (UNLESS NOTED OTHERWISE.) SEE ATTACHED INSPECTION LIST FOR ADDITIONAL REQUIREMENTS. REFER TO UBC SECTION 1701 FOR INFORMATION.* SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING: 12f 1. PLACEMENT OF ALL CONCRETE WITH F'c OF 2500 PSI OR GREATER. ❑ 2. BOLTS INSTALLED IN CONCRETE. PRIOR TO PLACEMENT OF CONCRETE AROUND BOLTS. ❑ 3. SPECIAL MOMENT -RESISTING CONCRETE FRAME. 4. REINFORCING STEEL AND PRESTRESSING STEEL TENDONS. ❑ 4.1 DURING ALL STRESSING AND GROUTING OF TENDONS IN PRESTRESSED CONCRETE. ❑ 4.2 DURING PLACING OF REINFORCING STEEL AND PRESTRESSING TENDONS FOR ALL ❑ CONCRETE REQUIRED TO HAVE SPECIAL INSPECTION BY ITEM 1. 5.1 CONTINUOUS INSPECTIONS DURING WELDING OF ANY MEMBER OR CONNECTION EXCEPT: WELDING DONE IN AN APPROVED FABRICATOR'S SHOP. CONTINUOUS INSPECTION IS NOT REQUIRED FOR: SINGLE -PASS FILLET WELDS NOT EXCEEDING 5/16" FLOOR AND ROOF DECK WELDING WELDED STUDS WHEN USED FOR STRUCTURAL DIAPHRAGM OR COMPOSITE SYSTEMS. WELDED SHEET STEEL FOR COLD -FORMED STEEL FRAMING MEMBERS - SUCH AS STUDS AND JOISTS WELDING OF STAIRS AND RAILING SYSTEMS Id 5.2 SPECIAL MOMENT -RESISTING STEEL FRAMES. NON-DESTRUCTIVE TESTING IS ALSO REQUIRED. ❑ 5.3 WELDING OF REINFORCING STEEL. [� 6. HIGH STRENGTH BOLTING 7. STRUCTURAL MASONRY ❑ 7.1 OTHER THAN FULLY GROUTED OPEN-END HOLLOW -UNIT MASONRY, DURING PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, PLACING OF ALL MASONRY UNITS, PLACEMENT OF REINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY PRIOR TO CLOSING OF CLEANOUTS, AND DURING ALL GROUTING OPERATIONS. ❑ 7.2 FOR FULLY GROUTED OPEN-END HOLLOW -UNIT MASONRY DURING PREPARATION AND TAKING OF ANY REQUIRED PRISMS OR TEST SPECIMENS, AT THE START OF LAYING UNITS, AFTER THE PLACEMENT OF REINFORCING STEEL, GROUT SPACE PRIOR TO EACH GROUTING OPERATION, AND DURING ALL GROUTING OPERATIONS. ❑ 8. DURING MIXING AND PLACING OF CLASS B REINFORCED GYPSUM CONCRETE. ❑ 9. DURING APPLICATION OF INSULATING CONCRETE FILL WHEN PART OF A STRUCTURAL SYSTEM. ❑ 10. SPRAY APPLIED FIRE PROOFING. ❑ 11. PILING, DRILLED PIERS AND CAISSONS. DURING DRIVING AND CONSTRUCTION OF CAST -IN - PLACE DRILLED PILES OR CAISSONS. ❑ 12. SHOTCRETE. DURING THE TAKING OF TEST SPECIMINES AND PLACING OF ALL SHOTCRETE. ❑ 13. SPECIAL GRADING, EXCAVATION AND FILLING. DURING EARTH -WORK EXCAVATIONS, GRADING AND FILLING OPERATIONS INSPECTIONS ARE TO SATISFY REQUIREMENTS OF THE GRADING SECTION OF THE CODE. ❑ 14. SMOKE CONTROL SYSTEMS. SEE ARCHITECT FOR ADDITIONAL INFORMATION IF REQUIRED. * REFER TO 1997 U.B.C., 1999 CALIFORNIA BUILDING CODE, 1999 L.A.B.C. ADDITIONAL SPECIAL INSPECTION ITEMS SPECIFIC TO THIS JOB: ❑ A. VERIFY THAT THE SOILS CONDITIONS ARE IN SUBSTANTIAL CONFROMANCE WITH THE SOILS INVESTIGATION REPORT. ❑ B. VERIFY THAT THE FOOTING EXCAVATIONS EXTEND TO THE PROPER BEARING STRATUM. ❑ C. ALL EXPANSION ANCHOR INSTALLATIONS INCLUDING CLEANOUT AND TORQUE TEST. Z D. ALL EPDXY ANCHOR SYSTEMS INCLUDING CLEANOUT AND INSTALLATION. ❑ E. PLACEMENT OF ANCHOR BOLTS FOR ARCADE COLUMNS PRIOR TO PLACING CONCRETE. ■ PERMIT r APPLICATION i-, • RETAIN , , RESPONSIBLE .• ENGINEER APPROVED BY THE BUILDING OFFICIAL TO ENSURE A. ALL ELEMENTS OF CONSTRUCTION WHICH REQUIRE SPECIAL INSPECTION ARE INSPECTED BY QUALIFIED DEPUTY INSPECTORS APPROVED BY THE BUILDING OFFICIAL; B. •i DEFICIENCIES DETECTED Ai DEVIATIONS FROM APPROVED PLANS ARE BROUGHT TO THE ATTENTION OF THE CONTRACTO FOR ••• ♦ D IF NOTCORRECTED,D DESIGNS TO OVERCOME THE DEFICIENCY SHALL BE PREPARED BY THE DESIGN ENGINEER OR ARCHITECT OF RECORD FOR APPROVAL BY THE BUILDING • AND RESPONSIBLEC. ALL CORRECTIVE WORK REQUIRED IS COMPLETED IN ACCORDANCE WITH APPROVED PLANS, SPECIFICATIONS, AND CITY ADOPTED CODES. A FINAL INSPECTION REPORT, SIGNED BY THE SPECIAL INSPECTOR AND THE SUBMITTED TO THE BUILDING OFFICIAL -• THE COMPLETION OF _CH ELEMENT REQUIRING SPECIAL• • REPORT MUST CERTIFY THAT THE WORK WAS IN COMPLIANCE WITH APPROVED PLANS, SPECIFICATIONS AND APPLICABLE CITY CODES INCLUDING ANY AUTHORIZED CHANGES TO THE PLANS. 1. PROVISION FOR WELDING HEAT EFFECTS: A SEQUENCE OF FIELD WELDING SHALL BE PLANNED TO MINIMIZE LOCKED IN STRESSES AND DISTORTION AND SHALL BE SUBMITTED TO THE ENGINEER AT TIME OF •- DRAWING PROPOSED DEVIATIONS FROM THE DETAILS SHOWN ON THE DRAWINGS SHALL BE APPROVED BY THE ENGINEER. THE PROCEDURES AND THE DETAILS USED SHALL RESULT IN COMPLETED CONNECTIONS,COMPLIANCE SEQUENCEINTENT OF THE DETAILS SHOWN ON THE DRAWINGS AND SPECIFICATIONS. THE OF i WELDING,BOTH IN THE JOINTS AND FRAMES AS • WELDINGSHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL. NO FIELD •. r PRIOR TO SAID BUILDING DEPARTMENT APPROVAL. WELDING2. A WRITTEN PROCEDURE - • - PER AWS D1.1 SHALL BE INCLUDEDEVELOPED BY THE FABR I CATO R/ERECTO R AND REVIEWED BY THE ENGINEER AND BUILDING DEPARTMENT. ALL WELDED JOINTS SHALL BE PRE -QUALIFIED PER AWS D1.1-96. NON PRE -QUALIFIED WELDED JOINTS SHALL BE QUALIFIED BY TEST & PROCEDURE QUALIFICATION TEST RECORD INCLUDED PER AWS D1.1-96. THE WPS SHALL r PARAMETERS RECOMMENDED •ir MANUFACTURER. THE WPS SHALL INCLUDEFOLLOWING: a. ALL _ ♦N REQUIRED BY THE CODE, AND ANY OTHER INFORMATION TO PRODUCE WELDS COMPLIANCE APPLICABLEb. THE BASE METAL TYPES AND WELDINGc. THE ! DETAILS,i GEOMETRY,D APPLICABLE DIMENSIONS.INDIVIDUAL D PASSES SHALL BE IDENTIFIED IN THE SKETCH AND NUMBERED TO IDENTIFY THE SEQUENCE OF THEIR DEPOSITION. = D AND BEAD WIDTHS. IN NO CASE SHALL THE LAYER THICKNESSES EXCEED Y4's , NOR SHALL mIMW I a W.1aw41ir1tT ] I qiTil040I[NLLea1Z; 15Z�4 3j e. THE POSITION OF WELDING. f. THE FILLER METAL PER AWS D1.1-96 AND ELECTRODE SPECIFICATION AND CLASSIFICATION, AS WELL AS DETAILS REGARDING SHIELDING MATERIAL USED. g. THE MINIMUM PREHEAT REQUIREMENTS AND INTERPASS TEMPERATURES AND POST WELD HEAT TREATMENT. THE MINIMUM SPECIFIED PREHEAT SHALL MEET THE REQUIREMENTS OF AWS D1.1-96, TABLE 4.3 AND AISC SECTION J2-7 REQUIREMENTS FOR JUMBO SECTIONS. h. ALL APPLICABLE ELECTRICAL CHARACTERISTICS FOR THE PROCESS EMPLOYED. THE WPS SHALL CLEARLY INDICATE THE SPECIFIC VALUES REQUIRED FOR EACH WELDING PASS. THESE ELECTRICAL CHARACTERISTICS SHALL INCLUDE AT A MINIMUM THE FOLLOWING: H 1. ELECTRODE DIAMETER. H2. TYPE OF CURRENT, AND ACCEPTABLE RANGES OF CURRENT MEASURED IN AMPERAGE. FOR WIRE FEED PROCESSES INDICATE MANUFACTURER'S RECOMMENDED MELT -OFF RATE, DEPOSITION RATE AND WIRE FEED SPEED. H3. VOLTAGE (FOR ALL PROCESSES). H4. ACTUAL FIELD CONDITION TRAVEL SPEED & MANUFACTURE DATA FOR TRAVEL SPEED. H5. ELECTRODE EXTENSION (STICK OUT) FOR WIRE FEED PROCESSES. H6. AMPERAGE VOLTAGE AND ELECTRODE EXTENSION (AS APPLICABLE) SHALL BE WITHIN THE FILLER METAL MANUFACTURER'S RECOMMENDATIONS. (COMPARE TO D1.1: 4.6.2). i. THE DIAMETER OF THE ELECTRODES SPECIFIED ON THE WPS SHALL NOT EXCEED THE PRE -QUALIFIED LIMITS SHOWN IN AWS D1.1, PARAGRAPHS 4.6.3 FOR SMAW. j. ALL ELECTRODES LISTED IN THE WPS SHALL BE LOW HYDROGEN TYPES. k. A COPY OF ELECTRODE MANUFACTURER'S TECHNICAL INFORMATION SHALL BE ATTACHED TO THE WPS WITH ITS ID NO. LISTED. 1. APART FROM• • r REVIEW OF • AND ERECTION REPORTS ••• OF ate- , i' - •R OWN QUALITY CONTROL AND INSPECTION, THE OWNER'S STEEL TESTING AGENCY SHALL PERFORM THE INDICATED SHOP AND FIELD INSPECTION AND TESTING. THE STEEL TESTING AGENCY SHALL BE AWS Q.C.-1 CERTIFIED BY THE LOCAL BUILDING AUTHORITY A SHALL PROVIDE REGISTERED INSPECTORS FOR CONTINUOUS INSPECTION BOLTING,STEEL FABRICATION AND ERECTION. STRUCTURAL WELDING, HIGH STRENGTH •• AND FIELD TESTING OF i AND BOLTS. • • A. ULTRASONIC TESTING IS REQUIRED FOR •• PARTIAL AND COMPLETE PENETRATION WELDS. TEST GROOVE WELDING ON CONTINUITY PLATES BY ULTRASONIC TESTING AFTER BEAM FLANGE WELD CONNECTION. PERFORMED 24 HOURS OR MORE AFTER COMPLETION OF SMAW E7018 WELDING. WELD BACKING REMOVAL AREAS AND FILLET WELDS SHALL BE SUBJECTED TO MAGNETIC PARTICLE EXAMINATION. THICKERB. BASE METAL r TO THROUGH THICKNESS WELD SHRINKAGE SHALL BE ULTRASONICALLY TESTED DIRECTLY BEHIND SUCH WELDS HOURS OR MORE AFTER COMPLETION OF WELDING. C. ALL WELDS SHALL BE VISUALLY INSPECTED AND PERIODICALLY MEASURED (15% D. CHECK BY CALIBRATED TORQUE OF ONE (1) HIGH STRENGTH BOLT AT EACH SHEAR CONNECTION.j MINIMUM OF ♦ BOLTS • • CONNECTION FOR CONNECTION WITH 8 BOLTS OR MORE AND A MINIMUM OF 2 BOLT� E. CHECK A MINIMUM OF 10 % OF FILLET WELDS BY MAGNETIC PARTICLE (ASTM 109 METHOD). CHECK A MINIMUM OF 25% OF CONTINUITY PLATE FILLET WELDS AND BEAM FILLET WELDS (1007, MOMENT IN ZONES) BY MAGNETIC PARTICLE. F. ULTRASONICALLY TEST FOR LAMINATIONS IN COLUMN FLANGE PLATES AT ALL MOMENT CONNECTIONS AND BASE PLATES WHERE COLUMN FLANGE OR BASE PLATE THICKNESS EXCEEDS 1 36" MAXIMUM. EVALUATE BY TESTING A MINIMUM ZONE EXTENDING 6' ABOVE AND BELOW THE CENTER LINE OF EACH BEAM FLANGE. ALL TESTING SHALL BE PERFORMED ON THE MATERIAL PRIOR TO FABRICATION, AFTER FABRICATION, AND AFTER FINAL WELDING OF THE BEAM. G. AMPERAGE, VOLTAGE, POLARITY AND ELECTRODE STICK OUT SHALL BE VERIFIED TO BE IN COMPLIANCE WITH THE ELECTRODE MANUFACTURER'S RECOMMENDATIONS. gmmul 10 a 24 1. ALL WELDING SHALL BE IN STRICT CONFORMANCE WITH THE 1994 UNIFORM BUILDING CODE AND AWS D1.1-96 INCLUDING: SECTION 6.3 FOR QUALIFIED WELDERS. SECTION 4.2 AND RISC SECTION J2-7 FOR JUMBO SECTIONS FOR PREHEAT AND INTERPASS TEMPERATURE REQUIREMENTS. SECTION 4 PARTS 8, C AND D FOR TECHNIQUE FOR ARC WELDING. SECTION 6 AND 8, PART D FOR INSPECTION. 2. A PRE -CONSTRUCTION MEETING BETWEEN THE ENGINEER OF RECORD, THE FABRICATOR, THE ERECTOR, THE CONTRACTOR AND THE INSPECTORS SHALL TAKE PLACE TO DISCUSS THE WELDING PROCEDURE SPECIFICATION (WPS). THE WELDING ELECTRODE MANUFACTURER'S SPECIFICATIONS SHOULD BE ATTACHED TO THE WPS ON ALL JOBS. ALL WELDERS AND INSPECTORS SHALL BE INFORMED OF AND MUST ADHERE TO THE WPS AND SHALL RETAIN A COPY. 3. THE CONTRACTOR SHALL PROVIDE THE WELDING PROCEDURE SPECIFICATION (WPS) AND DETAILED SEQUENCE OF WELDING SKETCH FOR REVIEW AND APPROVAL PRIOR TO STARTING FABRICATION. THE SEQUENCE OF WELDING SHALL BE PLANNED TO MINIMIZE LOCKED IN STRESSES AND DISTORTION. 4. ALL WELDING ELECTRODES (FILLER METAL) SHALL BE E7XXX (70 KSI), U.N.O. EXCEPT E8XXX (80 KSI), SHALL BE USED AT COLUMN SPLICES BETWEEN TWO HIGH STRENGTH (65 KSI) COLUMNS. 5. COMPLETE PENETRATION GROOVE WELD SHALL HAVE A FILLER METAL WITH CHARPY V-NOTCH TOUGHNESS OF 20 FT/LBS AVERAGE AT - 20 DEGREES FAHRENHEIT. 6. CERTIFY CONFORMANCE TO CHARPY V-NOTCH TOUGHNESS REQUIREMENTS WITH TESTS BY AN INDEPENDENT TESTING LABORATORY FOR EACH AWS CLASSIFICATION, MANUFACTURER AND TRADE NAME. THE SIZES SPECIFIED BY AWS AS SHALL BE TESTED. 7. FIELD WELDING OF FULL PENETRATION WELDS AND PARTIAL PENETRATION WELDS AT THE STEEL MOMENT FRAME CONNECTIONS SHALL BE BY SHIELDED METAL ARC PROCESS USING LOW HYDROGEN ELECTRODES IN CONFORMANCE WITH THE BUILDING CODE OR PROVEN EQUAL. 8. LENGTHS OF WELDS ARE EFFECTIVE LENGTHS AS SPECIFIED IN THE UNIFORM BUILDING CODE WHERE LENGTH OF WELD IS NOT SHOWN IT SHALL BE FULL LE H OF JOINT. ALL BUTT WELDS SHALL BE FULL PENETRATION, UNLESS NOTED OTHERWISE. 9. ALL SHOP WELDS SHALL BE PERFORMED BY A FABRICATOR LICENSED BY THE BUILDING DEPARTMENT. 10. WELDERS SHALL BE QUALIFIED FOR THE WORK THEY WILL BE DOING AND SHALL HAVE CURRENT CERTIFICATIONS CERTIFIED BY THE BUILDING DEPARTMENT. 11. FACES OF FILLET WELDS EXPOSED TO VIEW SHALL HAVE AS -WELDED SURFACES THAT ARE REASONABLY SMOOTH AND UNIFORM. NO FINISHING OR GRINDING SHALL BE REQUIRED, EXCEPT WHERE CLEARANCES OR FIT OF OTHER ITEMS MAY SO NECESSITATE. 12. ALL PARTIAL AND FULL PENETRATION WELDS WHICH ARE EXPOSED TO VIEW SHALL BE GROUND SMOOTH AND FLUSH WITH FINISH SURFACE OF STEEL. HOLES SHALL BE FILLED WITH WELD METAL OR BODY SOLDER AND SMOOTHED BY GRINDING OR FILING. 13. CLEAN GROOVE PREPARATION THERMAL CUTS BY GRINDING. 14. WELDS SHALL BE TERMINATED AT THE END OF A JOINT IN A MANNER THAT WILL ENSURE SOUND WELDS. WHENEVER NECESSARY THIS SHALL BE DONE BY USE OF EXTENSION BARS AND RUN OFF TABS. RUN OFF TABS USED AT BEAM FLANGE CONNECTIONS SHALL BE REMOVED AND THE ENDS OF THE WELDS SHALL BE MADE SMOOTH AND FLUSH WITH THE EDGES OF ABUTTING PARTS PER 3.12.3 OF AWS D1.1- 96. NO WELD DAMS ARE ALLOWED. 15. AFTER FULL PENETRATION WELDING, THE BACKING BAR IS TO BE REMOVED, THE WELD ROOT INSPECTED AND TESTED FOR IMPERFECTIONS, WHICH IF FOUND, ARE TO BE REMOVED BY BACKGOUGING TO SOUND MATERIAL & CLEANED BY GRINDING IF BACKGOUGED BY AIR ARC. THE BACKGOUGED AREA IS TO BE WELDED AND A FILLET WELD SHALL BE APPLIED TO REINFORCE THE JOINT. THE SIZE OF THE REINFORCING FILLET WELD SHALL BE EQUAL TO 1/4 THE PLATE THICKNESS, BUT NOT LESS THAN 1/ NOR MORE THAN 3/8" PER NOTE J OF FIGURE 2.4 OF AWS D1.1-96. 16. TO ASSURE THE PROPER AMPERAGE AND VOLTAGE OF THE WELDING PROCESS, THE USE OF A HAND HELD CALIBRATED AMP AND VOLT METER SHALL BE USED. THIS EQUIPMENT SHALL BE USED BY THE FABRICATOR, ERECTOR AND THE INSPECTORS. AMPERAGE AND VOLTAGE SHALL BE MEASURED AT THE ARC WITH THIS EQUIPMENT. TRAVEL SPEED AND ELECTRODE STICK OUT SHALL BE VERIFIED TO BE IN COMPLIANCE WITH THE ELECTRODE MANUFACTURER'S RECOMMENDATIONS AND WITH THE APPROVED WPS. 17. THE FOLLOWING PROVISIONS APPLY TO ALL WELDING AT BEAM -COLUMN MOMENT CONNECTIONS: A. MINIMUM INITIAL PREHEAT TO BE 226 DEGREES F MEASURED + - ONE FOOT FROM THE WELD JOINT. FOR JUMBO SECTIONS MINIMUM PREHEAT TO BE 350 DEGREES F. MAXIMUM INTERPASS TEMPERATURE 600 DEGREES F. TO BE MONITORED ON COLUMN FLANGE. MAINTAIN PREHEAT TEMPERATURE WHEN WELDING IS INTERRUPTED. B. USE STRINGER PASSES ONLY, NO WEAVING, LAY PASSES IN HORIZONTAL LAYERS. EACH PASS SHALL BE THOROUGHLY DESLAGGED AND CLEAN BY WIRE BRUSHING. C. PEEN EACH PASS, EXCEPT FIRST AND LAST, IMMEDIATELY AFTER DESLAGGING AND CLEAN USING A POWER SLAGGING GUN WITH A BLUNT TOOL. KEEP GUN AT RIGHT ANGLES TO WELD AND MAKE 4-5 PASSES THE LENGTH OF THE WELD WITH NO NICKS, CUTS OR DEEP INDENTATIONS BEING EVIDENT. D. BOTH BEAM FLANGES SHOULD BE WELDED PRIOR TO ANY SUPPLEMENTAL WELDING TO THE SHEAR TAB. WELD RUN OF TABS SHALL BE REMOVED AND GROUND FLUSH TO THE BEAM FLANGE WITH MINIMAL DISTURBANCE. 18. REQUIREMENTS FOR WELDING THE BOTTOM FLANGE SHALL BE AS FOLLOWS: A. THE ROOT PASS SHALL BEGIN IN THE CENTER OF THE JOINT, IN THE AREA OF THE WELD ACCESS HOLE, REACHING PAST THE BEAM WEB THROUGH THE COPE HOLE WHEN NEAR END OF WELDING. AFTER THE ARC IS INITIATED, TRAVEL SHALL PROGRESS TOWARD BOTH EDGES OF THE BEAM FLANGE, AND THE WELD SHALL BE TERMINATED ON THE WELD RUN OFF TAB. B. THE HALF LENGTH ROOT PASS SHALL BE THOROUGHLY CLEANED. C. THE START OF THE WELD IN THE WELD ACCESS HOLE AREA SHALL BE VISUALLY INSPECTED TO ENSURE FUSION, SOUNDNESS, FREE FROM SLAG INCLUSIONS AND EXCESSIVE POROSITY. THE RESULTING BEAD PROFILE SHALL BE SUITABLE FOR OBTAINING GOOD FUSION BY THE SUBSEQUENT PASS TO BE INITIATED ON THE OPPOSITE SIDE OF THE BEAM WEB. IF THE PROFILE IS NOT CONDUCIVE TO GOOD FUSION, THE START OF THE FIRST ROOT PASS SHALL BE GROUND, GOUGED CHIPPED, OR OTHERWISE PREPARED TO ENSURE ADEQUATE FUSION. D. THE SECOND HALF OF THE WELD JOINT SHALL HAVE THE ROOT PASS APPLIED BEFORE ANY OTHER WELD PASSES ARE PERFORMED. THE ARC SHALL BE INITIATED IN THE AREA OF THE START OF THE FIRST ROOT PASS, AND TRAVEL SHALL PROGRESS TO THE END OF THE JOINT, TERMINATING ON THE WELD TAB. E. EACH WELD LAYER SHALL BE COMPLETED ON BOTH SIDES OF THE JOINT BEFORE A NEW LAYER IS DEPOSITED. 3184-B AIRWAY AVENUE COSTA MESA, CA 92626 TEL 714 - 966 - 1415 FAX 714 - 966 - 2837 PLUMP ENGINEERINO iNc, PLUMP ENGINEERING INC. CONSULTING ENGINEERS IN STRUCTURAL ENGINEERING 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 (714) 385-1835, FAX (714) 385-1834 PLUMP JOB NO.: 030432 N96 CA28Q1* S2 Ivit IVI OF MN Pon 3 cv uj W Q W 0 rrI Cl ::D Q ❑ Q w a . `� Z n W o cj� 0 ry n Z REVISIONS NO. DATE DESCRIPTION 03/06/03 1st B.D. SUBMIT A 05/22/03 B.D. CORR. FCA JOB NO. ISSUE DATE 03/15/03 SHEET NUMBER Frilpwsli I*t TRUSS NOTES: 1. TRUSS SUPPLIER SHALL SUBMIT CALCULATIONS AND SHOW DRAWINGS SIGNED BY A REGISTERED CIVIL ENGINEER TO THE RESPONSIBLE PROJECT DESIGNER WHO AGREES TO REVIEW THE SHOP DRAWINGS FOR ACCEPTANCE PRIOR TO FABRICATION. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO THE BUILDING SAFETY DIVISION FOR ACCEPTANCE AFTER THE RESPONSIBLE PROJECT DESIGNER HAS NOTED HIS/HER ACCEPTANCE AND PRIOR TO FABRICATIONS. TRUSS DRAWINGS MUST REFLECT COMPLIANCE WITH CBC SECTIONS: a. 106.3.2 PLANS, STRUCTURAL CALCULATIONS, AND SPECIFICATIONS MUST BE PREPARED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. b. 704.2.8 FIRE —RESISTIVE PROTECTION OF TRUSSES WHEN REQUIRED BY TABLE 6—A. c. 1704 REGULATION OF PREFABRICATED CONSTRUCTION INCLUDING REQUIRED INSPECTIONS AND CERTIFICATIONS. d. 2304.4.2 CONNECTORS AND FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH CBC CHAPTER 23, DIVISION III, PART III. 0 � C PLYWOOD SHEATHING: -- 1. PLYWOOD SHALL BE 1/2" STRUCT. t (32/16) SHEATHING W/10d COMMON NAILS SPACED PER DIAPHRAGM BELOW: SEE ALSO 10 S mEm "m • i • C� • i C� . i • C� �mtgr* C� i C� i• O SCALE: 1/4" = 1'-0" FRED COCK ARC H I T E C T S 3184-B AIRWAY AVENUE COSTA MESA, CA 92626 TEL 714 - 966 - 1415 FAX 714 - 966 - 2837 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 (714) 385-1835, FAX (714) 385-1834 PLUMP JOB NO.: 030432 j�tpfES!10 No. G ®b2898 * Exp. 12-S1-08 CIVIL OF � 1 s k Uj W Z J r 1 (I) C�d LL_ 0 n Cn < 0 v) Qf nF__ Z r�__ lc_ REVISIONS NO. DATE DESCRIPTION lAo3/o6/o3 1st B.D. SUBMIT A05/22/031 B.D. CORR. FCA JOB NO. 1 ISSUE DATE 03/15/03 SHEET NUMBER .*:\-,OOF FRAMING PLAN SCALE: 1 /4" = 1 ' —0"' 001 SIMPSON HD REFER 2 1/2' X 2 1/2„ X 1/4� REFER TO PLANS & PLATE WASHERS, TYP. 1 /4 THE SLAB THICKNESS OR SIMPSON CATALOG 4x POST 5/8" SMOOTH ROD 0 24"o.c. 2" WHICHEVER IS GREATER PLASTIC STRIP OR SAWCUT (( FOR INSTALLATION X 2'-0" LONG - TYPICAL SLAB SHOULD BE SAWED AS REQUIREMENTS NOT i REFER TO SIMPSON SPECS SOON AS POSSIBLE AFTER COLUMN PER PLAN I ( SPECIFIED IN THIS DETAIL. FOR REQIRED BOLTS UNLESS OTHERWISE NOTED. POURING. PER HD TYPE. LOCATE DOWELS AT 0 CENTERLINE OF SLAB AND p 1 /4 i z PERPENDICULAR TO JOINT. TAPE OR COAT ONE END o (( I a � OF ROD TO PREVENT CONC.SLAB ( ( BASE PLATE PER PLAN m BONDING TO CONCRETE PER PLAN7 (( w/ BOLTS "PER SCHEDULE ® CONCRETE EDGE WEAKENED PLANE JOINT I ( ON 1 1 /2 f DRYPACK (WHERE IT OCCURS) d®• ` w d• ( I ®• A a d i s � ® 4 • •,f..y I ( .• a a ® N® i���! llt�Iili�l) __ d--•- --® f » ff USE TYP. 5/8 SMOOTH ROD 0 24 O.C. .e a j'' L BOLT w/ 1 a z zW I I 'il FRED COOK 4d RETURN m do (� f- UNLESS OTHERWISE NOTED. ,• .:N (U.O.N.) W THICKEN FOOTING AS REQ'D 3°' LOCATE DOWELS AT 1 /4" RADIUS TOOLED EDGE A R C H I T E C T S ` a+ A. •. FOR 3" MIN. COVER FOR CLR. CENTERLINE OF SLAB AND 3184-B AIRWAY AVENUE ® FTGS. POURED AGAINST SOIL. PERPENDICULAR TO JOINT. TAPE OR COAT ONE END a • " a . - • ' ' ® .' ".• • • W z COSTA MESA, CA 92626 'A4 •• .�. ; �; .' " � � OF ROD TO PREVENT _ _ TEL 714 966 1415 • 4' U TYPCIAL - PROVIDE CONSTRUCTION JOINTS AT CENTER BONDING OF CONCRETE. FAx 714 - 966 - 2837 ® LINES OF COLUMNS OR OTHER CONTROL JOINT LOCATIONS D ALT • FORM CONC BELOW ry c6 = = '° AS SHOWN ON PLANS. METAL KEY JOINTS MAY BE USED - .........•,... .. Rye >xr:. AT CONTRACTOR'S OPTION. ' • • ® ® �:.: �rfr f�f � � SOIL FOR MIN. EDGE1ST. de �,.r. U `= U DEEPENED FTG. CL. OF BOLT de= 1 3/4" 2x4 STUDS de IM ® IF READ. FOR de= 2 3/4" 2x6 STUDS SEE PLAN FOR BOLT EMBED. SIZE & REINF'G. (SEE le) LENGTH OF b MIN. DEEPENED FTG. 3/8" EXPANSION JOINT MATERIAL lnqm - USE MIN. CONCRETE STRENGTH f'c= 2500 PSI PLUMP ENC,INEENINS INC, C 0 N T O i T PLUMP ENGINEERING INC. L CONSULTING ENGINEERS IN STRUCTURAL ENGINEERING - MIN. ANCHOR BOLT EMBEDMENT IS TO BE MEASURED INTO THE FIRST POUR ONLY. 914 E. MMI[M CALIF NIA928 ANAHEIM, CALIFORNIA 92805 (714) 385-1835, FAX (714) 385-1834 r PLUMP JOB NO.: 030432 SEE SECTION - RIGHT - REFER TO THE SCHEDULE BELOW FOR TYP. HOLD DOWN REQUIREMENTS ''• �. A " •;, "' °:: " : '• ' w-• POURED -IN -PLACE CONCRETE UNLESS OTHERWISE NOTED ON PLANS. ° ; �: -0 ';- . POURED -IN -PLACE CONCRETE :.• :. i WALLS, FOOTINGS, OR .2 z ' 1 ° . WALLS FOOTINGS OR :''. " ' _ ' •' MASONRY WALLS. •' °. HORIZONTAL •. MASONRY WALLS. ' :. a ° o °' " a ' REINFORCING .. •' `.'; ® . a '•- wc) Lj SLEEVE 'a " - `' '•.'' ;... ;'• �sst 2�Q nV) Ow= z m I— *3'-0" 4" MIN. MAX. 3" MIN. 1'-6TRENCH 9" MIN' SLEEVE " MIN. NOTE: WHERE PIPES ARE MORE THAN 3'-0" DIGGING OR 1� BELOW BOTTOM OF FOOTING, NOTIFY ENGINEER PIPE TRENCHES 0 En 13 PR CE SIMPSON HOLDOWN ANCHOR BOLT MIN. EMBED. MIN. END DIST. do MIN. FTG. WIDTH HD-2A 5/8" 20" (2)-2X 6" HD-5A 3/4" 24 (2)-2X 6" HD-6A 7/8" 24" 4X 6" HD-8A 7/8" 28" 4X 8" HD-10A 7/8" 36311 4X 8°' HD-14A 1 of 36" 6X 10" HD-20A 1 1 /4" 36" 6X 10" a ` ` Fy�� w to ' ; : ;. SEE GENERAL NOTE VERTICAL REINFORCING A z :. e SHEET FOR CLEARANCES • .. WHERE APPLICABLE I :� a' VERTICAL REINFORCING °~' ' HORIZONTAL , • ; , d o U •,, g :'� :' .�� WHERE APPLICABLE t° : REINFORCING •• ': • "•' No. C /zV W•a•r : :,• A. .4 ,• '. E%. /05f�269Q0 �C�07��®V y D Of ° st CIVIL . 4 OF v '® < ,, . • .+ ' .• 2 - #5 END BARS " . 1 - #5 VERTICAL ''® '+' 2 - 5 END BARS # �c z •. ' •' :r'•4 TYPICAL U.O.N. °' :=a•. TYP. U.O.N. '' :•i :: ,:. a� TYPICAL U.O.N. ;,:. e a• : .�: '� e • j ' • e •• e• .. y. m O y t y . ••' • • • . a a0• • ,. q a .+ ♦ . , 'i. _ '' a .• • •._•• 4 • A , , : d, '••• y.. 'f® • de,'' •e.'' Y•. + a T e a• ♦ . d' } .:+. •.q s. E • 'r • ♦ t :4 • • ; .•... ;• y•'•+ '• •. .® a +' O ,• •, d.• ., a ' ♦ 8 : , .® aa, d 'A e. • •,. '®' e ' a 4 , •t• ••.4•a •Y ee * r. a. .♦ 4 •.. .♦ e , . N .. :', . e a•a•av : .r• : ,• %•' ;'. , • t a.. �,. e: .. t •3 !• , d a �,' • < !' ° !t . ♦ r a, • • e • ♦ • °• a ..�C a ' •. .r •+a v • � ,ia � . •a + s, -+, • . ay ..p�, 1—D i : ..,._...... �....... .......P ':a • . • v a a • • � ••. e. a 'e• • +. a � •a'! g • :4 • • ., r .M .6 .a .J • •; r •a. ,a .e ,. .• • 4. o , • ,♦.d .a. .. •• a,, ram'' J o 0. ..,,. 40 BAR DIAM. 40 BAR DIAM. 3" 40 BAR DIAM. 40 BAR DIAM. 3"` 2 -0 MIN 2 -0 MIN 2 -0 MIN ALTERNATE 2 -0 MIN �..; �.���.. ., ..,... BENDS PARALLEL TO FOOTING NOT % NOTE: SIMPSON SSTB ANCHORS MAY BE USED IN LIEU OF 40 BAR DIAM. � u, PERMITTED BELOW --/ ANCHOR BOLTS DESIGNATED IN TABLE. SEE SIMPSON CATALOG 2 -0 MIN. THIS LINE FOR ANCHOR TYPE AND INSTALLATION REQUIREMENTS. PLAN VIEW —DOUBLE CURTAIN PLAN VIEW —SINGLE CURTAIN PIPING CLEARANCE DIAGRAMS SECUR DN INAPLACE PRIORTTOE TYPICAL HOEDOWN DETAIL 11 TYPIJAL REINFORCING AT WALL AND FOOTING CORNERS 3 FOUNDATION INSPECTION t FACE OF WALL OR EMBEDMENT LENGTH CONCRETE 180 0 HOOK ANCHOR BOLT OR 1-1/2" STANDARD HEADED STANDARD NUT & RADIUS WASHER -TYPICAL MIN. BOLT UNLESS OTHERWISE 450 NOTED 13�, ° CTIRRI IP unnu � EMBEDMENT LENGTH •, • :H ff 1f D ff 90® BEND $P " H BAR SIZE $'Dff "Hff/180 "H"/135 "H"/90 # 3 2-1/4 to 6ff Oaf 12" # 4 3ff 8ff 5-1/2 of 12 of # 5 3_3/4" 10f, 1 73 12" # 6 4-1/2 of 12" N/A 12 it # 7 5-1/4 is 1 1_2,f 12 to # 8 8" 1 f _ 4ff 12" # 9 9-1/2 91 1 •-7" 12 to W < '`ti.. W 0 ry ( .. Q W < v U V 1-� s v) V l OFFSET BAR 6 MIN. NOTE: EMBEDMENT LENGTHS ARE FOR 3/4" BOLTS OR SMALLER. SEE PLAN FOR EMBEDMENT LENGTHS FOR LARGER BOLTS. NOT USED 14 TYP, BOLT EMBED'MmENT LENGTH In Aff / 10 TYPICAL REINIF"RCING"BDING ED L REVISIONS NO. DATE DESCRIPTION „„ "Dff X CONC. STEM WALL 2x OR 3x P.T.D.F. SILL CONCRETE SURFACE W/ A.B. PER SHEAR WALL SCHEDULE BEND BARS SHEAR WALL REINF G. SAME PER PLAN EXTERIOR SLAB SIZE AS FTG. IN FIG• WHERE OCCURS WHERE OCCURS REINFORCING 2x6 STUDS 0 0 � FINISHED GRADE 16" O.C. NOT LESS CONC. SLAB E•N THAN "D" 2- PER PLAN co � 3" LR. r '- o • BOTTOM 32 BAR WITHOUT WITH STANDARD - OF FIG. DIAM. LA, HOOK HOOK 150 MIN. "X„=2 „Y„ EDGE OF CONCRETE TYPICAL izl-i w 2-#5 CONT. Uj z -� TOP & BOT. :2 NOTE: NO PIPES ALLOWED IN STEP FOOTING. o J W U.N.O. in U - -+-- W V) AT rip CONCRETE STEM WALLANNEW BAR SIZE REINFORCEMENT = GRADE 40 REINFORCEMENT = GRADE 60 EMBEDMENT SPLICE LENGTH EMBEDMENT SPLICE LENGTH WITHOUT HOOK WITH HOOK WITHOUT HOOK WITH HOOK # 3 12" 12" 1 f_3ff 12„ 12„ # 4 12" 12'f 1-8 12 ff 12" 1 f _ 9 ff # 5 12" 12" 1'-10 1 f_6ff 12" 2f_611 # 6 1 f_4ff 12:, 21_41f 2f_of$ 12„ 1 31_61 # 7 1-8" 12" 3'-3" 2'-6" 1'-3" 4=_8ff # 8 1 29_49 12$1 4f-O" 3f-6a1 1 f_6af 61_091 # 9 3f_Off 1 f_4af 5:_3f9 41-6„ 20_00f 71_919 03/06/03 1st B.D. SUBMIT 1Q 05/22/03 B.D. CORR. 0 d a 0 Al FCA JOB NO. 239-01 ISSUE DATE 03/15/03 J 3 1/2" CLR. TYP. � PER PLAN V Vv V � � v � r L 1/5 TIMES THE 1. THE ABOVE LENGTHS ARE FOR CAST -IN -PLACE AND PRECAST CONCRETE.3" SPLICE LENGTH 2. ALL REINFORCING STEEL LAPS OR SPLICES SHALL BE AS INDICATED ON PLANS. OR 6" MAX. WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED, LAPS OR SPLICES SHALL BE STAGGERED AT LEAST 2'-0" O.C. SHEET NUMBER FOOTING DETAIL rd3 TYPICAL STEPPED FOOTING 9 BAR EMBEDMENT LENGTHS AND SPLICE LENGTH SCHEDULE 1 15" 2-2xTOP PLATES 2x6 STUDS @ 16" "H2.5" 0 48" E.N. Q 2x12 LEDGER w/3-3/8" OW LAGS 0 16" O.C. SHEAR PANEL PER PLAN 2x6 "H2. E.N. 2x6 W/1 SHED PER TYP JOIST PER PLAN SIMPSON "ITT' HGR. 3/8" SHEAR PLATE w/3-7/8 O A325N TOP. & BOTT. PLATE THICKNESS TO MATCH BEAM FLANGE THICKNESS 7 0 48" 1 PLYWOOD PER PLAN � � B.N. SIN STF EA. OF WINDOW to PSON 236 SIDE WALL TRIM POST so a • i- •• :• • • r: r i•,, r, iNL 2x CRIPPLES @ 16" O.C. SIMPSON "ST6236" EA. SIDE OF WALL I FOR LINTEL OVER OPN'G. SEE PLAN FOR SIZE 4x BLK'G 0 STRAP JOIST PER PLAN FIRE BLK'G. AT (1) SIDE OR (2) SIMPSON "W" HGR. CLG. LINE AND PROVIDE SIMPSON A34 FOR AS OCCURS NOT TO EXCEED I 2 x 4 STUDS AND A35 FOR BEAM PER PLAN 8'-0" O.C. 2 x 6 STUDS. FOR NAILING SEE 4 x 10 AND 6 x 8 AND LARGER LINTELS USE GEN. NOTES 2 - 2x JAMBS. 1 STUD FOR END POST AT PLYWOOD INTERIOR WALLS; 2 SHEAR PANEL WHERE STUDS FOR EXT. WALLS OCCURS WITH E.N. NOTE STUDS SHOWN ARE FOR INDICATION ONLY. ACTUAL LOCATION TO SUIT CONSTRUCTION REQUIREMENTS. MAX. SPACING @ 16" O.C. DETAIL 11 TYPICAL HEADER DETAIL 7 FOR SIZE AND STAGGER JOINT SPACING OF J7_ OF PLYWOOD TYP. INTERMED NAILING (F.N.) CAD 12" O.C. — 2 x 4 MIN. F AT UNSUPPORT EDGES, W/ BO NAILING. BLO REQUIRED ONL WHEN CALLED ON PLANS : r,- to IIJ 11 � I ilk 3/8" MIN. EDGE DISTANCE FOR NAILS PLYWOOD SHT'G. BEARING WALL GLU-LAM BEAMS - SEE ROOF FRAMING PLAN FOR SIZES AND LOCATIONS SIMPSON HCA5-7 HINGE CONNECTOR (2)-SIMPSON HD20A OR I.C.B.O. APPROVED EQUAL (4 TOTAL) I EDGE NAILING (EN.) � MIN. PLYWOOD SHEET PLAN STEEL BEAM TO STEEL COLUMN r141 TYPICAL PLYWOOD LAYOUT 10 DETAIL 6i1 R N 9 � -{FULL PEN. WELD BASE PLATE PER SCHEDULE 1 1 /2± DRYPACK CONC.SLAB I I PER PLAN • • I I 3" MIN. CONC. COVERAGE _ d^ w q • q i AROUND ALL STEEL A. —III III q ® ° MATCH BASE I� 4 SEE SCHEDULE Q.• d d v q a. v d �d. q d.' A A. dd v ® q '• A d dq 4. q' FOR SIZE, REINF & SPACING v � SEE FOUNDATION PLAN COLUMN T 0 FOOTING SPLICE STRAP BETWEEN PLATES AT (JOINT BOLT SPLICE 1 40% MAX. STUD WIDTH NOTCH i 5/8" MIN. EDGE DISTANCE TYP. ALL STUDS 25% MAX. STUD WIDTH NOTCH NOTCH BORE OF STUD 2x4 2x6 25% 7/8" 1 3/8» 40% 1 3/8" 2 1 /8" 60% 2" 3 1 /4» TYP. EDGE PANEL WIDTH -SEE PLANS pH� p�O EDGE SEE NOTE #1 POST � � NAIIJNG TYP. � BELOW E R 1 /4" SIDE PLATES w/ 4-3/0" M.B. BEAM PER PLAN 5/8" BEARING PLATE COLUMN PER PLAN 15.0olo v� rF�l ,� — - lifs tw� I !t r r� er rlow 1 0 INUNG 2x OR 3x SILL LL L 3�ANCHOR BOLTS, SEE SPECIAL HOEDOWN SCHEDULE, FOR SIZE 12" MAX. ANCHOR. SEE PLANS &SPACING. AT 2ND AND SCHEDULE FOR FLOOR CONDITION TYPE &LOCATION SEE SCHEDULE FOR M'. AS SHOWN NAILING AND/OR LAG NOTES : BOLTS. 1. PLYWOOD SHEATHING SHALL BE STANDARD (EXT. GLUE) GRADE STRUCT. I. PROVIDE 2x MIN. FRAMING MEMBER OR BLOCKING AT ALL EDGES. SEE SCHEDULE OR PLANS FOR LOCATION OF 3x SILLS AND STUDS. PROVIDE EDGE NAILING TO END STUD OR POST WHERE HOEDOWN OCCURS. PLYWOOD SHEATHING SHALL CONFORM TO SHEAR WALL DETAILS. 2. HOLES ARE NOT ALLOWED IN PLYWOOD SHEAR WALLS, UNLESS APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. IF A HOLE IS APPROVED, IT IS TO BE ENTIRELY WITHIN ONE SHEET. PROVIDE BLOCKING AND EDGE NAILING AROUND OPENING. 3. MINIMUM WIDTH OF PLYWOOD TO BE 2'-0" 4. SILL 12 SHALL BE TREATED D.F. CONFORMING TO SILL Q DETAILS WHERE IN CONTACT WITH CONCRETE. 5. ALL SNEAK WALL NAILING TO BE INSPECTED PRIOR TO COVERING. 6. ALL SHEAR WALLS TO EXTEND UP TO BOTTOM OF ROOF RAFTERS, ROOF JOISTS OR FLOOR JOIST. 7. MINIMUM TWO ANCHOR BOLTS IN EACH SHEAR WALL. 8. ANCHOR BOLTS SHALL BE EMBEDDED MIN. 7" INTO FOOTING. UNLESS NOTED OTHERWISE 9. ALL NAILING TO BE 3/8° TO EDGE OF SUPPORT AND SHEEP. 10. SEE PLANS FOR LOCATION OF HOEDOWNS. VERITY WITH ARCHITECTURAL WINDOW AND DOOR LOCATIONS FOR PROPER LOCATION OF HOEDOWNS. SHEAR WALL SCHEDULE: REF. TABLE 23-I1-1-I, 1997 uBc MARK SILL & N�AIUNG (1) SHE h BOLTING SILL SUNG CUPS {5} SW-6 3/8' C-D PLYWOOD, (,1) SIDE 220 plf 2x NOMINAL 2x NOMII*L. A35 J.A35F w 8d COMMONS 0 6 o.c. 5/8 0 0 48' o.c. 16d 0 6 o.c. 0 16 o.c. A PANEL EDGES SW-4 3/8' C-D PLYWOOD, Q) SIDE 320 plf 2x NOMINAL 2x NOMINAL A35 /. A35F w 8d COMMONS 0 4 o.c. 5/8' 0 0 32' O.C. 16d 0 4 o.c. 0 1' o.c. PANEL EDGES SW-2 15 32' STRUCT. I PLY.11 SIDE 870 plf 3x NOMINAL 2x NOMINAL A35 , A35F W 1 COMMONS 0 2O.C. 5/8 0 16' o.c. 16d 0 2 1/2' o.c. 0 8 o.c. A A L PANEL EDGES (4) SW-3-2 15 32' STRUCT I PLY.(2) (2) SIDES 1100 plf 3x NOMINAL 3x NOMINAL (5) A35 , f A35F w 8d COMMONS 0 J o.c. 5/8 �s 0 12'o.c. 16d 0 1 3/4 o.c. 0 4 o.c. PANEL EDGES (3) (4) SW-2-2 15 32' STRUCT 1 PLYWOOD 1740 plf 3x NOMINAL NOT AVAILABLE A35 , f A35F 0 6 w 1Od COMMONS 0 2 o.c. PANEL EDGES (3} (4) 3/4 0 0 8 o.c. o.c. EA. SIDE OF BL.K G 3184—B AIRWAY AVENUE COSTA MESA, CA 92626 TEL 714 — 966 — 1415 FAX 714 — 966 — 2837 x PtUMP'ENGINEER{NG INC. PLUMP ENGINEERING INC. CONSULTING ENGINEERS IN STRUCTURAL ENGINEERING 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 (714) 385-1835, FAX (714) 385-1834 PLUMP JOB NO.: 030432 pEss�oy,� 62898 A. Exp. 2-31-00 CIVIL ATE OF CAL1 n UZ f W cn ----� <t ._! < . Q •C[ I-- W ® ry < Q W < (f) c�3 0 .< 0 <C CY_ uI F— n Z REVISIONS NO. DATE DESCRIPTION 03/06/03 1st B.D. SUBMIT /1\ 05/22/031 B.D. CORR. NOTES: 1.) ALL NAILING ALONG INTERMEDIATE FRAMING MEMBERS IS TO BE COMMONS 012' O.C. Q 2.) 3.) VALUES ARE BASED ON STUDS SPACED 0 24' MAX. PANEL EDGES SHALL BE OFFSET TO FALL ON DIFFERENT Q FCA JOB NO. MEMBERS, OR 3x NOMINAL MEMBERS ARE REQUIRED. 4.) FRAMING SHALL BE 3x NOMINAL ALONG ADJOINING PANEL 5.) EDGES AND NAILS SHALL BE STAGGERED. USE SIMPSON CUPS OR EQUAL FROM PLATE TO RIM z •.l 29-01 OR BLOCKING ABOVE. 6.) ALL ANCHOR BOLTS REQUIRE 2'x2'x3/16' PLATE WASHERS AND PROPERLY SIZED NUTS. ISSUE DATE 7.) ALL SHEAR VALUES EXCEEDING 350 PL.F. SHALL USE 03/15/03 3x MEMBERS AT ABUTTING PANELS RECEIVING EDGE NAILING AND SILL PLATES. 1 3/4" STL. BASE PLATE 1-1--1/4" STL. LEVELING PL• 3/4" GROUT 3,000 P.S.I. MIN. a 9 1.2" BOLT CIR. (STD.) 11" CIR. (100 M.P.H. WINDLOADS) (4) 1" DIA. HOLES (STD.) (4) 1 1/4 X11 3/4to SLOTTED HOLES (100 M.P.H. WINDLOADS) 10" (STID) ,. (WIND) 11 ) 3/4" STL. BASE PLATE (STD.) 1" (100 M.P.H.+ WINDLOADS) 11" SQ. (100 M.P.H.+ L1 WINDLOADS) ON 1/4" STL. LEVELING PLATE 3" DIA. HOLE IN BASE AND LEVELING Z _ PLATE FOR CONDUIT ACCESS oar ® 3 a 4" SQ. STEEL LIGHT POLE #101-4007-25 ®— r (STANDARD) 5"POLE #101-5007-25 IN 100 M.P.H.+ WIND LOAD AREAS " 2" HAND HOLE 0 (4) 3/4"x24"x4" ANCHOR BOLTS W/ 2 r OJEC •. 3/4 MIN. BOLT PRN (STD.) 1 x36 x4 ANCHOR BOLTS W/ 3 1 /2 MIN. BOLT PROJECTION (100 M.P.H.+ cv .. WINDLOADS) 2'-6" HIGH RIGID FIBER FORM (SONOTUBE) FORM FILLED WITH 4 CONCRETE • a I =) I I I=) I I= TOP OF PAVEMENT ,. I —III • � ® I --•-I 1I- ® -III •: ,•' I — (4) #7 BARS W/ #3 TIES ® 12" LOCATE ALTERNATE o = I — ' • I LOCATIONS FROM ANCHOR BOLTS �1 3/4" HEAVY WALL CONDUIT I EXTEND TO BUILDING ELECT. I=1 I I Y ®I=III= SERVICE : IIF= oc I I=) I I=) I I III- 1. FOUNDATION SHOWN IS A TYPICAL DESIGN. -I � WIND LOADS OF MORE THAN 100 MPH AND UNSTABLE SOIL CONDITIONS MAY REQUIRE AN 1� C:' VERIFY CONDITION OF `�� �° N'OT ALTERNATE DESIGN. ,�> •��. 36 SOILS WITH SOILS REPORT. �,^�� $ac"a et a £ 0 2. FOUNDATIONS SHALL EXTEND BELOW FROST j DEPTH PER LOCAL CODES. LIGHT STANDARD DETAIL SCALE: 1 /2"=1'-0" A A LUMINAIRE SCHEDULE 0 W.11 "I z Lei: qv" 1: 4 N, a a to] cl I M I a DESCRIPTION .:........ . IL 111 SING III GBM 3 40/' 1 VOLTAGE 120/208 VOLTS LOCATION: SEE PLAN 3-PHASE, 4-WIRE MOUNTING: SEE PLAN BUS 225 AMPS. MLO DWG NO.: E-2 VOLTS * AMPS. CKT BUS CKT VOLTS * AMPS. DESCRIPTION REC LTG AMP P NO CONN NO P AMP LTG REC DESCRIPTION ::Aa B C A B C EXTERIOR LTG. 7 1050 20 1 1 2 1 20 1500 ROOF REC. 6 900 20 1 3 4 1 20 200 TIME CLOCK 6 900 20 1 5 6 1 20 1800 PRK'G LOT LIGHTS 11 100 20 1 7 8 1 20 1800 PRK'G LOT LIGHTS 10 640 20 1 9 10: 1 20 1 1200 PRK'G LOT LIGHTS 3 192 20 1 11 12 1 20 1000 PRK'G LOT LIGHTS 3 192 20 1 13 14 1 20 SPARE SIGN 1200 20 1 15 16 1 20 1200 20 1 17 18 1 20 1200 20 1 19 20 1 20 1200 20 1 21 22 1 20 1200 20 1 23 24 SPACE 1200 20 1 25 26 1200 20 1 27 28 1200 20 1 29 30 SPARE 20 1 31 32 20 1 33 34 20 1 35 36 SPACE 37 38 39 40 41 42 TOTAL 4742 5140 4692 3300 1400 2800 VOLTS * AMPS: BUS A: 8,042 DEMAND FACTOR 25% X LCL (VA): 14,574 x .25 = 3,644 BUS B: 6,540 BUS C: 7,492 TOTAL 25,718 VA TOTAL: 22,074 3-PHASE, 72 AMPS. PANEL "N" SCHEDULE Z002\02134\MPE\E0.dwg DATE: JAN 28, 2003 TIME: 2:53 PM) 20 $,w 03. 1h�h� oo + PROPOSED cb 2� 3 RESTAURANT �1h F .`G JKL;A Z d J d 176.17 FS W loll UO 0 :m F '06 AA V ,THROUGHOUT) �l r� 0 0 n m H-6-8 3/4"C, 2 #10 + 1 #10 GND. 10 O .0•SWITCHBOARD. Q CO TO SCE TRANSFORMERi (1) 4* CO TO SCE POINT OF CONNECTION. • i 0TELCO (1) 4* CO TO TELCO POINT OF CONNEc-nON. ON 20 FT. POLE. SITE NOTES 1 . UTILITY POINTS OF SERVICE AND WORK MATERIAL ARE NOT FINAL BASED ON -Y INFORMATION BY THE UT1UTY COMPANY AND ARE FOR BID PURPOSES ONLY. 2. CONTRACTOR • , y' RIDINATE WITH UTIUTY COMPANY FOR FINAL AND EXACT RK MATERIAL RAEUIREMENTS AND CONSTRUCT TO UTILITY COMSPECIFICATIONS ' . . ., . CONTRACTOR 1 INSTALL ALL CONDUIT WIRES CABLE, POLES RISERS PAY ALL UTILITY COMPANY NEI INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK. a1► a FIRE LANE o� o �• °. " 4 .01) FS , 10 + 1 #10 GND. TYPICAL THROUGHOUT ° • •''••` �� •"' • • • a • a o • PROPOSED J " RETAIL r• O • •:a • . �' a 0 H-12 • °' #10 + 1 GND. 8 • a` F ; ff• (TYPICAL THROUGHO T) ••d, :: d • t • s °• •s a • d° t• d � a 1• d . r t i ,T,,,,,,,,.,,,,►A n --- OHW . .__�_... it SITE PLAN W/PARKING-L-OT LIGHTS -------- -- MAIN DISTRIBUTION 120/2089 30v ; 1 1 /2" —4#1 + 1 #fi GRND. HOUSE r} 42 CIRCUITS 360 <; 3po c; ipo 4"C-4#600kiCM + 1#2 GRND. ■PANEL A i ., BREAKER400A MAIN 42 CIRCUITS A FA� ' sF .« c_ .., ,. � @ ,a �_, w.,, e:. �r 4N iJ ., �' .�5 •t"ga` 1 ., 1 a_O" f o - m t , 7 k , rt sae .sdo u3 ml F ir -'� Z `7 (nA T- a R N"I PANEL "B" PANEL "C" 0) 120/208, 30, 4W 120/08, 30, 4 " " 200A MAIN BREAKER " " 200A MAIN BREAKER �� r • B 42 CIRCUITS C 42 CIRCUITS w �. 2"C—(4)3/0 + 1 #4 GRND. 2"C—(4)3/0 + 1#4 GRND. 3. UTILITY CO. CONTACT: ,! COMPANY TELEPHONE SCE COMPANYPACIFIC BELL MR. AL OHARA MR. DOUG DE PAOLO 3939 E. CORONADO •7 1 SECOND FLOOR :i 71 .0 PHONE•.: •950 4. CONTRACTOR i CONSTRUCT TEL CONDUITPER TELEPHONE• it DRAWING. DEPTH AND CONNECTION PER PACIFIC BELL REQUIREMENTS.COMPANY F • M t 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE PLANS, SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE THE SOILS REPORT AND RECOMMENDATIONS LOCAL GOVERNING AUTHORITY. SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUC71ON DOCUMENTS AND TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON PLANS.THE CONTRACTOR CONSTRUCTION MANAGER OF ANY DISCREPANCY BETWEEN SOILS REPORT & 6. FOR PROPERTY EASEMENTS AND BUILDINGS, BOTH EXISTING AND PROPOSED, NOT SHOWNON PLAN,i CML DRAWING,-, SURVEY7. THE A.LTk CONSIDERED ■,■ OF PLANS. THE G.C. IS RESPONSIBLE FOR LOCATING IMPROVEMENTS PER THESE PLANS. 8. THE LOCATIONS OF UNDERGROUND FACILITIES SHOWN ON BASED ON FIELD SURVEYS AND LOCAL UTILITY COMPANY RECORDS. IT CONTRACTORSARE SHALL BE THE RESPONSIBILITY APPROPRIATE COMPANY.i COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE AND REPAIR TO THESE FACILMES CAUSED BY HIS !- FORCE. SIGNAGE IS A SEPARATE PERMIT. SIGNAGE DIMENSIONS AND LOCATIONS ARE CONCEPTUAL IN NATURE SIGN VENDOR ! VERIFY WITH PLANNING DEPT AND SHOPPING CENTER MANAGEMENT. SIGN VENDOR M FORWARD COPIES OF DRAWINGS TO PLANNING AND SHOPPING CENTER MANAGEMENT FOR APPROVAL PRIOR TO FABRICATION. 10. CONTRACTOR SHALL ERECT ALL NECESSARY TEMPORARY ! r DROP CLOTH BARRIERS TO PROTECT AREAS TO REMAIN WHILE DEMOLMON AND CONSTRUCTION ARE IN PROGRESS. 11. ALL EXISTING AREAS TO REMAIN THAT ARE DAMAGED BY DEMOLITIION OR CONSTRUCTION WORK SHALL BE PATCHED AS REQUIRED M : EXISTINGMD/OR MATCH 1 MATERIAL, 1 COLOR, E. OTHERWISE NOTED. r � i i ALL BRANCHES ARE TO HAVE SERIES RATED CIRCUIT BREAKERS HAVING A MINIMUM OF 111 AMPERES U71UTY COMPANY PROPOSES A SERVICE DIFFERENT FROM THAT ILLUSTRATED, CONTACTIF SHORT CURRENT W/ LOCAL TO COORDINATE AVAILABLE CIRCUIT UTIUTY AND PROVIDE CIRCUIT BREAKERS W/ SUFFICIENT INTERRUPTING CAPACITY. R VISIONS THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING CT NO. DATE DESCRIPTION METERING COMPARTMENT AND MAIN BREAKER REQUIREMENT WITH LOCAL UTILITY A5/7/03 P.C. SUBMITTAL COMPANY, THE LOCAL ELECTRICAL INSPECTOR AND THE NATIONAL ELECTRICAL CODE TO MEET ALL REQUIREMENTS BEFORE PURCHASE AND INSTALLATION. NEW METER LOCALCONTRACTOR BY • (2) 5-C WITH CONDUCTORS BY wSCE- TO PAD MOUNTED TRANSFORMER. GC / ELECTRICAL CONTRACTOR M COORDINATE AND INSTALL SERVICE POLES Al AND CONDUCTORS (IF REQUIRED) PER LOCAL U11UTY COMPANY REQUIREMENTS. 1 1 #4 GND. ©� 1 1 #4 GND AND 1 #4 ISOLATED GND. Al O GND. GROUND- 1 #3/0 CU BOND TO COLD WATER PIPF, BUILDING STRUCTURE AND •,1 a OALL WIRING SHOVM SHALL BE COPPER TYPE 1HHN/THVM EXCEPT FEEDERS FROM DISCONNECT M 1070AS FCA JOB NO. 239— _ c- SantaK 4/29 Hr SINGLE LINE DIAGRAM NOTES