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HomeMy WebLinkAbout10146435.pdfA=w 121'iii m N A.F.F. ABOVE FINISH FLOOR LT. LIGHT ALUM. ALUMINUM MAINT. MAINTENANCE AMP. AMPERE MAT, MATERIAL 0 AT MAX. MAXIMUM BID. BOARD MECH. MECHANICAL BLD'G BUILDING MET. METAL BLK'G BLOCKING MFR. MANUFACTURER BOY. BOTTOM MIN. MINIMUM CAB. CABINET misc. CLG. CEILING MTQ, MOUNTED C CENTERLINE MUL MULLION CLR. CLEAR NO. NUMBER COL. COLUMN N.I.C. NOT IN CONTRACT CONC, CONCRETE N.T.S. NOT TO SCALE CONT. CONTINUOUS 0/ OVER CONTR. CONTRACTOR O.C. ON CENTER DED. DEDICATED OFF. OFFICE DET. DETAIL PLAS. LAM, PLASTIC LAMINATE D.F. DRINKING FOUNTAIN PL PLATE DIA. DIAMETER PLUMB. PLUMBING DIAG, DIAGONAL PLYWD. PLYWOOD DIM. DIMENSION PR. PAIR DN, DOWN PTN. PARTITION DWG, DRAWING RAD. RADIUS DWR. DRAWER REF. REFERENCE EA, EACH REFR. REFRIGERATOR ELECT. ELECTRICAL REQD REQUIRED ELEV. ELEVATION R.H. RIGHT HAND EQ. EQUAL RM. ROOM EXT. EXTERIOR R.O. ROUGH OPENING EXIST'S EXISTING SCHIED. SCHEDULE F.D. FLOOR DRAIN S.C. SOLID CORE F.E.C. FIRE EXTINGUISHER CABINET SECT. SECTION F.H.C. FIRE HOSE CABINET S.F. SQUARE FEET FIN. FINISH SHT. SHEET FIXT. FIXTURE Sim. SIMILAR FLOUR. FLUORESCENT SIVIS SHEET METAL SCREW F.O.C. FACE OF COLUMN SPEC, SPECIFICATION F.O.X. FACE OF STUD S.S. STAINLESS STEEL F.O.W. FACE OF WALL STL. STEAL F.S. FLOOR SINK STOR. STORAGE FURR, FURRING STRUCT. STRUCTURAL FURN. FURNISH (ED) FURNITURE SUSP. SUSPENDED GA. GAUGE SYM. SYMMETRICAL GD. GLASS TELE. TELEPHONE GYP.BD. GYPSUM BOARD TEMP. TEMPERED H. HIGH THK, THICK H.C. HOLLOW CORE T.O.W. TOP OF WALL HDWR. HARDWARE TYP, TYPICAL H.M. HOLLOW METAL U.L. UNDERWRITERS LABORATORY HOR, HORIZONTAL U.N.O. UNLESS NOTED OTHERWISE HR. HOUR V. VOLT HT, HEIGHT V.C.T. VINYL COMPOSITION TILE H.V.A.C. HEATING, VENTILATION, AIR CONDITIONING VERT. VERTICAL INSUL, INSULATION VEST. VESTIBULE INT. INTERIOR V.I.F. VERIFY IN FIELD JAN, JANITOR W/ WITH i-BOX JUNCTION BOX WC WALL COVERING LAM, LAMINATE W.C. WATER CLOSET LAM. PLAS. LAMINATED PLASTIC W.H. WATER HEATER LAV. LAVATORY W.P. WATER PROOF LH. LEFT HAND W.R. WATER RESISTANT I DESIGN/BUILD I THE FOLLOWING WORK SHALL BE DESIGN/BUILD AND SHALL BE REVIEWED AND APPROVED BY ARCHITECT AND LANDLORD, FIDE UEE -FOX SYSTEM CONTRACTOR SHALL COORDINATE WITH BUILDING FIRE ALARM VENDOR A.D.A. STROBES, A.D.A. HORN STROBES, MANUAL PULL STATIONS, ETC. FIRE SPRINK,LERS FIRE SPRINKLER SUB -CONTRACTOR SHALL COORDINATE ALL -SPRINKLER HEADS WITH ARCHITECTURAL AND MECHANICAL PLANS, PREPARE PLANS REFLECTING SPRINKLER SYSTEM THAT CONFORMS TO ALL I APPLICABLE CODES AND SHALL SUBMIT PLANS TO THE GOVERNING AGENCIES FOR PLAN CHECK APPROVAL PRIOR TO COMMENCEMENT OF WORK. FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE ALL INSPECTIONS 72 HOURS IN ADVANCE BY CALLING 714-647-5700. PROVIDE SUITE NUMBERS THREE (3) INCHES HIGH, WHICH SHALL BE PLAINLY VISIBLE FROM OUTSIDE THE SUITE. WINDOW CALLOUT (LETTERED) 12 KEYNOTE CALLOUT (NUMBERED) REVISION CALLOUT (NUMBERED) GRID DESIGNATIONS (HORIZONTAL -NUMBERED, VERTICAL -LETTERED) SHEAR WALL CALLOUT (NUMBERED) ROOM NO, ROOM CALLOUT (ROOM NAME/ROOM NUMBER) (106 D 8 INTERIOR ELEVATION CALLOUT (ELEVATION VIEW LETTER, ELEVATION NUMBER/SHEET NUMBER) DETAIL CALLOUT (DETAIL NUMBER/SHEET NUMBER) ELEVATION/SECTION CALLOUT A4,F r (ELEVATION /SECTION NUMBER/SHEET NUMBER) (I NORTH ARROW NOR114 AR C H rl E CT U R-Ak L 10-7 Si U CllU R A L ACCE_'r­Trg_:9 FOR CONNS""uTfl" ELECTI RAL FLANS qjjonsmust be kept ,thflob to nl�'tke any chlnngel, Or at tirnes and it is uni'qvqiu*� alteral.,op.s or, same I vj, tien permission from the City of Santa Ana, e The aV plance of this f,1, n and specifications SHALL NOT be held tco, _nn approval of the violation Of any '� A §a LawN. proviskjP's t�'j A uinaj Ili q_j AcceptorsBy Data .... . mmughm PACTRUST 15350 S.W. SEQUOIA ST., PKWY 30# PORTLAND, OR 97224 PH.: (5Q3) 603-5448 FAX: (503) 603-5448 CONTACT: SCOTT HODSON MVA ARCHITECTS 2151 MICHELSON DRIVE, SUITE 140 IRVINE, CA 92715 PH,: (949) 852-5900 FAX:(949) 852-5909 CONTACT: MICHAEL VOLK, A.I.A. PLUXjP ERGIREERIRG 914 E KATELLA AVE ANAHEIM CA 92805 PH.: (714) 385-1835 FAX: (714) 385-1834 CONTACT: RICHARD PLUMP Nut v, 4- FF.. 0? T 0l)-A A, SITE PLAN F 0 U N TA I N V A L L E Y ISITEI AREA OF WORK 11 ICI ItARNER 6 SLATER AVE. >_11 M U11911:410 AVENUE uj uj RS TROM AVE, Llj I BLVD, S ANTA 'r-ill 0 M %I Of FRI PERIVlrrTYPE: 4xF LECT PLBG MECH GRADING PERIVIIT#_LA_��_ mmwwt CONSTR. TYPE FLOOD ZONF-....__ �14 Ej'Ljjj)j*W$j=Qr A ILI Ul 1054 If= I X a w "A I C COVER SHEET/PROJECT INFORMATION GN GENERAL NOTES SI SITE PLAN SD1 SITE DETAILS A01 EXISTING ENLARGED RESTROOM PLANS (FOR REFERENCE ONLY) A02 EXISTING RESTROOM ELEVATIONS (FOR REFERENCE ONLY) A03 EXISTING RESTROOM ELEVATIONS (FOR REFERENCE ONLY) Al FIRST FLOOR DEMOLITION PLAN A2 SECOND FLOOR DEMOLITION PLAN A3 FIRST FLOOR PLAN A4 SECOND FLOOR PLAN AD1 ARCHITECTURAL DETAILS AD3 STAIR PLANS & DETIALS 001111011NUEM Sl GENERAL NOTES S1.1 GENERAL NOTES S2 PARTIAL FOUNDATION PLAN S3 MEZZANINE FRAMING PLAN S4 ELEVATION AND STRUCTURAL DETAILS SD1 STRUCTURAL DETAILS 0 M V A I K T E R 1 0 R S AR C H I T R C T U RE S P A C E P L A N N I N Q 2151 MIC14MLSOX nMVM: SUM 140 <_—.'o_ S��e3:L—_ FAX 949 00 FOR _T PACTRO1,13 15350 SW SEQUOIA PKWY TS SUITE 300 PORTLAND 01 REVISIONS L Al, PROJECT INFORMATION BUILDING INFORMATION ISSUED FOR APPROVAL ISSUED FOR BIDDING TYPE OF CONSTRUCTION: TYPE III--N ISSUED FOR PLAN CHECK SPRINKLERED ISSUED FOR ENGINEERING OCCUPANCY: B-OFFICE / WAREHOUSE ISSUED FOR CONSTRUCTION CODE: 2001 C.B.C. NOTE. THIS PROJECT SHALL CONFORM TO THE 2001 U.B.C., U.M.C., f v-;0 AR U.P.C., THE 2001 EDITION OF NEC, AND STATE TITLE 24 REGULATIONS AND CITY AND COUNTY LAWS AND REGULATIONS, p MICHAEL VOLK PROJECT SCOPE DRAWN BY. E CHECKED BY - PLOT DATE: 03.3 JOB NO.: 241 COMPUTER FILE NO.: 24154-CD COVER SHEET mY Z T 2 GENERAL_ REQUIREMENTS 1. ALL PHASES OF CONSTRUCTION SHALL CONFORM TO THE 2001 EDITION OF THE CALIFORNIA BUILDING CODE (C.B.C.) AND ALL CITY, COUNTY AND STATE ORD€NANCES HAVING JURISDICTION. 2. DO NOT SCALE THE DRAWINGS. DIMENSIONS GOVERN. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF ANY CONSTRUCTION AND NOTIFY MVA ARCHITECTS OF ANY DISCREPANCIES. 4. THE GENERAL BUILDING PERMIT AND PLAN CHECK SHALL BE SECURED AND PAID FOR BY THE OWNER. ALL OTHER PERMITS SHALL BE SECURED AND PAID FOR BY THE SUBCONTRACTOR DIRECTLY RESPONSIBLE. 5. THE CONTRACTOR SHALL SUBMIT TO THE OWNER AND/OR ARCHITECT SAMPLES OF ANY SUBSTITUTIONS FOR APPROVAL PRIOR TO FABRICATION AND/OR INSTALLATION. 6. THE OWNER MAY ORDER EXTRA,WORK OR MAKE CHANGES BY ALTERING, ADDING TO OR DEDUCTING FROM THE WORK, THE CONTRACT SUM BEING ADJOSTED ACCORDINGLY. 7. THE INTENTION OF THE CONTRACTORS BID PROPOSAL IS TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY FOR THE COMPLETE AND PROPER EXECUTION OF THE WORK. 8. THE GENERAL CONTRACTOR AND EACH AND EVERY SUBCONTRACTOR PERFORMING WORK UPON OR PROVIDING SERVICES AND/OR MATERIALS FOR THIS CONTEMPLATED IMPROVEMENT ARE REQUIRED, PRIOR TO COMMENCEMENT OF WORK AND/OR FURNISHING OF LABOR, SERVICES AND MATERIALS, TO PURCHASE AND MAINTAIN IN FORCE 'ALL RISK' TYPE OF BUILDING INSURANCE, EACH OF WHICH POLICY OR POLICIES SHALL NAME OWNER, MVA ARCHITECTS AND A/E PROFESSIONAL/CONSULTANT SUBCONTRACTORS AS ADDITIONAL INSURED AND EACH OF WHICH POLICY OR POLICIES SHALL BE IN AN AMOUNT SUFFICIENT TO COVER THE REPLACEMENT VALUE OF THE WORK BEING PERFORMED AND/OR LABOR, SERVICES AND MATERIALS BEING SUPPLIED BY THE SAID GENERAL CONTRACTOR, THE SAID SUBCONTRACTORS, MVA ARCHITECTS AND ITS PROFESSIONAL/ CONSULTANT SUBCONTRACTORS. 9, MVA ARCHITECTS MAKES NO GUARANTEE FOR PRODUCTS IDENTIFIED BY TRADE NAME OF MANUFACTURER. 1Q. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURACY OF THE BUILDING LINES AND LEVELS, THE CONTRACTOR SHALL COMPARE CAREFULLY THE LINES AND LEVELS SHOWN ON THE DRAWINGS WITH EXISTING LEVELS FOR THE LOCATION AND CONSTRUCTION OF THE WORK AND SHALL CALL THE ATTENTION TO ANY DISCREPANCY BEFORE PROCEEDING WITH THE WORK. 11. ALL TRADES SHALL DO THEIR OWN CUTTING, FITTING, PATCHING, ETC. TO MAKE THE SEVERAL PARTS COME TOGETHER PROPERLY AND FIT IT TO RECEIVE OR BE RECEIVED BY WORK OF OTHER TRADES. 12. ALL TRADES SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THEIR WORK, AT THE COMPLETION OF THE WORK REMOVE ALL RUBBISH, TOOLS, SCAFFOLDING, SURPLUS MATERIALS AND LEAVE THE JOB IN A BROOM CLEAN CONDITION. 13. CONTRACTOR TO PROVIDE ALL ELECTRICAL OR GAS HOOK-UPS FOR WATER HEATERS, HVAC, MUSIC EQUIPMENT AND APPLIANCES SUPPLIED BY OWNER OR AS SPECIFIED IN DRAWINGS. 14. ALL FINISHES, MATERIALS, HARDWARE, FIXTURES OR OTHER FINISH ITEMS SHALL BE SUBMITTED BY PRODUCT OR CUT SHEET TO MVA ARCHITECTS FOR APPROVALS PRIOR TO ORDER AND/OR FABRICATION. 15, THE STRUCTURAL, MECHANICAL, ELECTRICAL AND CABINET WORK DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE INSTALLATION AND/OR FABRICATION OF WORK. NOTIFY MVA ARCHITECTS OF ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL DRAWINGS AND THE CONSULTING ENGINEERS AND CABINET WORK CONTRACTORS. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. 16. WHERE SHOP DRAWINGS ARE CALLED FOR OR REQUIRED, SUBMIT ONE SEPIA AND ONE BLUELINE PRINT TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION AND/OR INSTALLATION. 17. DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY INDICATED OTHERWISE. 18. BEFORE DELIVERY TO THE JOB -SITE, THE MILLWORK SUPPLIER SHALL ISSUE A W.I.C. CERTIFIED COMPLIANCE CERTIFICATE INDICATING THE MILLWORK PRODUCTS HE WILL FURNISH FOR THE JOB AND CERTIFYING THAT THEY WILL FULLY MEET ALL THE REQUIREMENTS OF THE GRADE OR GRADES SPECIFIED. 19. ALL WORK PERFORMED SHALL CONFORM WITH BUILDING STANDARD MATERIALS AND FINISHES UNLESS NOTED OTHERWISE. 20. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING JOB -SITE AND BUILDING'S COMMON AREA CLEAN FROM CONSTRUCTION MATERIALS AND DEBRIS. ELEVATOR INTERIOR TO BE PROTECTED PRIOR TO TRANSPORTING EQUIPMENT OR MATERIALS. ALL DEMO AFTER HOURS UNLESS OTHERWISE APPROVED BY OWNER'S REP. 21. CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN, BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING CLARIFICATION FROM OWNERS REPRESENTATIVE BEFORE PROCEEDING WITH WORK IN QUESTION OR RELATED WORK AND NOTIFYING MVA ARCHITECTS. 22. CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATES FOR ORDER OF MATERIALS AND EQUIPMENT OF ANY LONG -LEAD TIME ORDER ITEMS TO OWNERS REPRESENTATIVE. 23. CONTRACTOR SHALL SUBMIT ONE SET OF SHOP DRAWINGS OF ALL STONEWORK, MILLWORK, MISCELLANEOUS METAL, DOORS, DOOR HARDWARE AND EQUIPMENT. SHOP DRAWINGS SHALL INCLUDE DETAILED FABRICATION AND ERECTION DRAWINGS, SETTING DRAWINGS, DIAGRAMMATIC DRAWINGS AND MATERIAL SCHEDULES. LOCATION AND ORIENTATION OF ALL ITEMS SHALL BE CLEARLY INDICATED. BEGIN FABRICATION ONLY AFTER RECEIVING ARCHITECT'S AND/OR OWNERS APPROVAL OF SHOP DRAWINGS. 24. INSTALL ALL MANUFACTURERS ITEMS, MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. 25. ALL REQUESTS FOR SUBSTITUTIONS OF ITEMS SPECIFIED SHALL BE SUBMITTED IN WRITING. REQUESTS WILL BE CONSIDERED ONLY IF BETTER SERVICE, FACILITATES A MORE ADVANTAGEOUS DELIVERY DATE, OR A LOWER PRICE WITH CREDIT TO THE TENANT WITHOUT SACRIFICING QUALITY, APPEARANCE AND FUNCTION. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. 26. ALL WORK NOTED 'N.I.C." OR "NOT IN CONTRACT" IS TO BE ACCOMPLISHED BY A CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE PART OF THE CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACTORS PER REQUIREMENTS ESTABLISHED BY OWNER, TENANT OR BOTH. 27. "ALIGN" AS USED IN THESE DOCUMENTS SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. 28. "TYPICAL" AS USED IN THESE.DOCUMENTS SHALL MEAN THAT THE CONDITION IS THE SAME OR REPRESENTATIVE FOR ALL SIMILAR CONDITIONS THROUGHOUT, UNLESS OTHERWISE NOTED. 29. CONTRACTOR SHALL PATCH ANY EXISTING WALLS, COLUMNS AND/OR CEILINGS AS NEEDED TO REFURBISH THE LEASE SPACE AND REPAIR ALL DAMAGES. 30. ALL VERTICAL DIMENSIONS SHOWN TO FLOOR ARE SLAB, UNLESS OTHERWISE INDICATED. 31. NOTIFY THE ARCHITECT, IN WRITING, STATING ANY ALLEGED ERRORS OR INADEQUACIES IN THE CONTRACT DOCUMENTS OR IN PREVIOUSLY CONSTRUCTED WORK WHICH WOULD PREVENT APPLICATION OF MATERIALS OR INSTALLATION OF EQUIPMENT . STATE IN WHAT WAY THE WORK OF THIS DIVISION IS AFFECTED. SUCH NOTIFICATION SHALL NOT BE CONSTRUED AS A CLAM FOR EXTRA COMPENSATION. DO NOT PROCEED ON WORK AFFECTED BY ALLEGED ERROR OR INADEQUACY UNTIL FURTHER INSTRUCTED BY THE ARCHITECT. 32. WORK IN EXISTING AREAS: LOCATIONS OF EXISTING UTILITIES WHERE SHOWN, WERE ESTABLISHED FROM BEST AVAILABLE INFORMATION, ASSUME THAT THIS INFORMATION IS APPROXIMATE. VERIFY EXACT LOCATIONS AND DO THIS BEFORE STARTING WORK. SHOULD, DURING THE COURSE OF THE WORK, CONDITIONS ARISE THAT INDICATE CONDITIONS ARE OTHER THAN INDICATED, NOTIFY THE ARCHITECT IMMEDIATELY, USE EXTREME CAUTION AS NOT TO DAMAGE OR BREAK LINES THAT ARE IN USE. IF BREAKAGE OF LINES DOES OCCUR, BE RESPONSIBLE FOR REPAIRS RESULTING THEREFROM. UNUSUAL CONDITIONS WITH RESPECT TO EXISTING FACILITIES SHALL BE BROUGHT TO ARCHITECT'S ATTENTION IMMEDIATELY. 33. RECORD DOCUMENTS: CONTRACTOR SHALL PROVIDE AS -BUILT DRAWINGS OF FINISHED TENANT CONSTRUCTION TO OWNERS REPRESENTATIVE. 34. THE CONTRACTOR SHALL FURNISH TO THE OWNER'S REPRESENTATIVE ALL CERTIFICATES OF FINAL INSPECTION AND APPROVAL FROM INSPECTION AUTHORITIES HAVING JURISDICTION. 1, CONTRACTOR TO VERIFY LOCATIONS OF ALL EXISTING AND NEW FIRE EXTINGUISHERS. 2. CONTRACTOR TO PROVIDE ALL LIFE SAFETY HOOK-UPS AND SUBMIT ALL NECESSARY DRAWINGS, ETC. TO CITY BUILDING DEPARTMENT AND FIRE DEPT. FOR APPROVALS. PLANS FOR ALL FIXED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES, SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS, MUST BE SUBMITTED TO THE BUILDING DIVISION AND APPROVED BY THE FIRE DEPARTMENT BEFORE THIS EQUIPMENT IS INSTALLED. 3. FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE ALL INSPECTIONS 24 HOURS IN ADVANCE. 4. PORTABLE FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIRED BY THE FIRE DEPARTMENT WITH A FIRE RATING OF NOT LESS THAN 2A.108C WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING OF EACH FLOOR. 5. VERIFY ADEQUACY OF FIRE/LIFE SAFETY TO MEET CODE REQUIREMENTS. 6. INSTALL APPROVED FIRE RATED DAMPERS ON DUCTS PASSING THROUGH FIRE RATED PARTITIONS, CEILINGS AND FLOORS. WALLS PARTITION NOTES 1. ALL EXIT CORRIDOR WALLS SHALL BE 1-HOUR FIRE RESISTIVE CONSTRUCTION (U.N.O.) AS REQUIRED BY U.B.C. SECTION 1005 WHERE APPLICABLE. 2. ALL INTERIOR WALLS AND PARTITIONS SHALL BE DESIGNED AND CONSTRUCTED TO RESIST ALL LOADS TO WHICH THEY ARE SUBJECTED, BUT NOT LESS THAN A FORCE OF 5 POUNDS PER SQUARE FOOT APPLIED PERPENDICULAR TO THE WALLS. 3. IN SOUND RATED ROOMS, ALL WALL AND FLOOR PENETRATIONS FOR PIPES, DUCTS AND OUTLETS SHALL BE SEALED WITH AN ACOUSTIC SEALANT AND RECESSED FIXTURES SHALL BE COVERED OR BACKED WITH A SOUND ATTENUATION BLANKET. STAGGER ALL DRYWALL JOINTS VERTICALLY AND HORIZONTALLY. 4. DEMISING PARTITIONS: PROVIDE R-11 SOUND BATT INSULATION AND STAGGER ALL DRYWALL JOINTS VERTICALLY AND HORIZONTALLY.. 5. INSTALL METAL CORNER BEADS AT ALL EXPOSED WALLBOARD EDGES. INSTALL CASING BEADS WHEREVER WALLBOARD, PLASTER, ETC. ABUTS A DISSIMILAR FINISH MATERIAL AND PROVIDE SEALANT AS REQUIRED. 6, CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, STAIR RAILINGS, TOILET , ROOM ACCESSORIES AND PARTITIONS AND OF ALL WALL MOUNTED, SUSPENDED MECHANICAL, ELECTRICAL OR MISCELLANEOUS EQUIPMENT. 7. GYPSUM WALLBOARD SHALL BE INSTALLED PER CURRENT U.B.C. SECTION 2511. 8. WALLS IN TOILET ROOMS SHALL BE MOISTURE AND WATER RESISTANT AS REQUIRED. 9. PROVIDE FIRE DAMPERS AT ALL FIRE-REATED PENETRATIONS. 10, PROVIDE METAL STUD BACKING FOR PENDANT LIGHT FIXTURES & WALL SCONCES, 11. PROVIDE R-11 BATT INSULATION AT ALL NEW CORRIDOR & NEW DEMISING WALLS. 12. AFTER WALLS HAVE BEEN CHALKED, OWNER AND ARCHITECT TO VERIFY. 13. WHERE DEMOLITION OCCURS, PATCH AND FINISH EXISTING WALLS, FLOORS AND CEILINGS AS REQUIRED. MATCH RATING AT CORRIDOR PARTITIONS. 14. NO SHEAR OR BEARING WALLS ARE TO BE REMOVED WITHOUT PROPER CALCULATIONS. 15. ALL WORK SHALL COMPLY WITH CHAPTER 25 OF THE C.B.C. 16, MATERIALS: A. GYPSUM WALLBOARD: 5/8" THICK TYPICAL. 5/8 INCH THICK TYPE 'X' AS NOTED ON THE DRAWINGS. 5/8" THICK W.R. AS NOTED ON THE PLANS. B. METAL CORNER BEAD, CASING AND TRIM (GALVANIZED): 1) L-SHAPED TRIM AT EXPOSED EDGES. 2) CORNER BEAD AT EXTERNAL CORNERS. C. TAPE & COMPOUND: AS RECOMMENDED BY THE GYPSUM BOARD MANUFACTURER. D, NAILING: PER CODE AND SPECIAL NAILING AS INDICATED. E. METAL STUDS: SIZE AND GAUGE PER PLANS, 17. PROVIDE FIRE5TOPS FOR DOUBLE OR STAGGERED STUDS AN D CONCEALED SPACES. (U.B.C. 708,2.1) DOORS AND EXITING NOTES I 1. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL, WHEN SERVING ANY HAZARDOUS AREA OR WHEN SERVING AN AREA HAVING AN OCCUPANT LOAD OF 50 OR MORE. 2. DOUBLE-ACTING DOORS SHALL NOT BE USED AS EXITS WHEN ANY OF THE FOLLOWING CONDITIONS EXISTS: A. THE OCCUPANT LOAD SERVED BY THE DOOR IS 100 OR MORE. B. THE DOOR IS PART OF A FIRE ASSEMBLY. C. THE DOOR IS PART OF A SMOKE -AND -DRAFT CONTROL ASSEMBLY. D. PANIC HARDWARE IS REQUIRED OR PROVIDED ON THE DOOR. 3. DOUBLE-ACTING DOORS SHALL BE PROVIDED WITH A VIEW PANEL OR NOT LESS THAN 200 SQUARE INCHES. EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. EXCEPTION: THIS REQUIREMENT SHALL NOT APPLY TO EXTERIOR EXITING DOORS IN A GROUPS A-3, B, F, M OCCUPANCY IF THERE IS A VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATION "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" THE LETTERS SHALL BE NOT LESS THAN 1 INCH ON A CONTRASTING BACKGROUND. THE LOCKING DEVICE MUST BE A TYPE THAT WILL BE READILY DISTINGUISHABLE AS LOCKED. 4., MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL NOT HAVE DOOR KNOB OR SURFACE MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. 5. PANIC HARDWARE, WHEN INSTALLED, SHALL COMPLY WITH THE REQUIREMENTS OF U.B.C. STANDARD NO. 10-4. THE ACTIVATING MEMBER SHALL BE MOUNTED AT A HEIGHT OF NOT LESS THAN 30 INCHES NOR MORE THAN 44 INCHES ABOVE THE FLOOR, THE UNLATCHING FORCE SHALL NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF EXIT TRAVEL. 6. EVERY REQUIRED EXIT DOORWAY SHALL BE OF A SIZE TO PERMIT THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN 6 FEET 8 INCHES IN HEIGHT. WHEN INSTALLED, EXIT DOORS SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR WIDTH OF THE EXIT IS NOT LESS THAN 32 INCHES. 7, A SINGLE LEAF OF AN EXIT DOOR SHALL NOT EXCEED 4 FEET IN WIDTH, 8. EXIT DOOR HARDWARE SHALL BE OF AN APPROVED TYPE AND TESTED IN ACCORDANCE WITH PROCEDURES ESTABLISHED BY SFM 33.2 AND 33.3 AS SHOWN IN CHAPTER 2-3304(c)4 OF TITLE 24. 9. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS FOR BOTH EXTERIOR DOORS AND INTERIOR DOORS FOR SUCH PUSH OR PULL EFFORT BEING APPLIED. AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS WHEN FIRE DOORS ARE REQUIRED. THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED BUT NOT TO EXCEED 15 POUNDS. 10 THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE D00R TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 11. EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH LIGHT HAVING INTENSITY OF NOT LESS THAN 1 FOOT CANDLE AT FLOOR LEVEL. 12. FIXTURES REQUIRED FOR EXIT ILLUMINATION SHALL BE SUPPLIED FROM SEPARATE CIRCUITS OR SOURCES OR POWER WHERE THESE ARE REQUIRED BY SECTION 1012 OF THE U.B.C. EXIT FIXTURES TO MATCH EXISTING. 1 13. EXIT SIGNS SHALL BE INSTALLED AT REQUIRED EXIT DOORWAYS AND WHERE OTHERWISE NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANT LOAD OF 50 OR MORE. 14. THE COLOR AND DESIGN OF LETTERING, ARROWS AND OTHER SYMBOLS ON EXIT SIGNS SHALL BE IN HIGH CONTRAST WITH THEIR BACKGROUNDS. WORDS ON THE SIGN SHALL BE IN BLOCK LETTER 6 INCHES IN HEIGHT WITH A STROKE OF NOT LESS THAN 3/4 INCH. MATCH BUILDING STANDARD. 15. SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED BY TWO ELECTRIC LAMPS OR SHALL BE OF AN APPROVED SELF -LUMINOUS TYPE WHEN THE LUMINANCE ON THE FACE OF AN EXIT SIGN IS FROM AN EXTERNAL SOURCE. IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 5.0 FOOT-CANDLES FROM EITHER LAMP. INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT LUMINANCE. 16, ALL HOLLOW METAL DOOR FRAMES SHALL BE MADE OF ALUML. WESTERN INTEGRATED 17. ALL RATED CORRIDOR DOORS SHALL HAVE A SMOKE AND DRAFT SEAL AT HEAD AND JAMBS. 18. ANY DOORS, FRAMES AND HARDWARE REMOVED AND NOT RELOCATED SHALL BE RETURNED TO OWNERS STOCK. 19. WHEN ADDITIONAL DOORS ARE INSTALLED FOR EGRESS PURPOSES THEY SHALL CONFORM TO ALL REQUIREMENTS OF C.B.C. SECTION 1003.3.1. 20. DOORS SHALL BE PROVIDED WITH FLOOR OR LANDING ON EACH SIDE OF THE DOOR. FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2" LOWER THAN THE THRESHOLD. (C,B.C. 1003.3.1.6) 1. ALL HANGERD WIRE SHALL BE ##12 GAUGE AT 4'-O" O.C. EACH DIRECTION (EXCEPT AT LIGHT FIXTURES. SEE CEILING NOTES ##2 & ##3 BELOW.) 2. AT ALL LIGHT FIXTURES (NOT SHOWN) PROVIDE HEAVY DUTY MAIN "T" RUNNERS OR CROSS RUNNERS WITH SIMPLE SPAN VALUE OF 28.0 POUNDS PER LINEAL FOOT, AND WIRE HANGERS AT 4'-O" O.G. EACH SIDE OF EACH FIXTURE RUN. SEE ELECTRICAL DRAWINGS AND REFLECTED CEILING PLANS FOR LOCATION AND DIRECTIONS OF FIXTURES. BRACE TRACK LIGHTS AS REQUIRED. 3. SUSPENSION SYSTEM SHALL BE AS INDICATED IN REFLECTED CEILING PLAN. FIXTURES SHALL BE INDEPENDENTLY SUPPORTED AT OPPOSITE CORNERS. 4. LATERAL SUPPORTS TO BE PROVIDE BY FOUR WIRES OF MINIMUM 12 GAUGE SPLAYED IN FOUR DIRECTIONS 90 DEGREES APART AND CONNECTED TO THE MAIN RUNNER, WITHIN 2 INCHES OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE OR TO PARTITIONS WALLS OR TO BRACING AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING SUPPORT POINTS SHALL BE PLACED 12 FEET O.C. IN EACH DIRECTION WITH THE FIRST POINT WITHIN 4'-O" FROM EACH WALL. 5. THE TERMINAL ENDS OF EACH CROSS RUNNER AND MAIN RUNNER SHALL BE SUPPORTED INDEPENDENTLY A MAXIMUM OF 8" FROM EACH WALL OR CEILING DISCONTINUITY WITH ##12 GAUGE WIRE OR APPROVED WALL SUPPORT. 6. A STRUT FASTENED TO THE MAIN RUNNER SHALL EXTEND TO AND FASTEN TO THE STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE AT 12' O.C. IN BOTH DIRECTIONS AND WITHIN 6 FEET FROM WALL. 7. LIGHT, VENTILATION AND SANITATION SHALL COMPLY WITH SECTION 305 OF THE CURRENT UNIFORM BUILDING CODE. SEE MECH. PLANS FOR CFM OF CIRCULATING AIR. & CONTRACTOR SHALL CLEAN ALL FIXTURE LENSES AND REPLACE IF DISCOLORED OR DAMAGED DURING CONSTRUCTION (€F APPLICABLE). 9. LOCATE BUILDING STANDARD FIRE SPRINKLERS IN CONJUNCTION WITH EXISTING BUILDING SYSTEM AS REQUIRED BY CODE. 10. PROVIDE HVAC AS REQUIRED IN CONJUNCTION WITH BUILDING SYSTEM SEPARATE FROM ADJACENT SUITES. CONNECT TO ENERGY MANAGEMENT SYSTEM U.N.O. 11, CONTRACTOR SHALL CLEAN ALL FIXTURE LAMPS AND REPLACE AS REQUIRED. 12. ALL FLUORESCENT LIGHT FIXTURE LAMPS TO BE SAME COLOR & MANUFACTURER. 13. VERIFY FINAL THERMOSTAT LOCATION WITH MVA ARCHITECTS PRIOR TO INSTALLATION. 14. ALL CABLES LOCATED ABOVE CEILING SHALL BE PLENUM RATED, € S PPE AND SPRINKLERS. 15. VERIFY ALL CLEARANCES OF EXISTING DUCTS, € S K NOTIFY MVA ARCHITECTS OF ANY CONFLICT PRIOR TO INSTALLATION, 16. ALL FIXTURES SHALL BE INSTALLED PER U.B.C. STANDARDS SECTION 25-1813. FIXTURE SUPPORT BY ##12 GAUGE HANGERS ATTACHED TO GRID MEMBERS WITHIN THREE INCHES OF EACH CORNER OF EACH FIXTURE, 17. PLACEMENT OF ALL LIGHT FIXTURES IN AREAS WHERE MAIN DUCTS CAUSE INTERFERENCE MUST BE APPROVED BY MVA ARCHITECTS AND THE TENANT REPRESENTATIVE PRIOR TO INSTALLATION. 18. LOCATE ALL NEW RECESSED DOWNLIGHTS, WALL WASHERS, SMOKE DETECTORS, EXIT SIGNS, SPEAKERS, ETC. TO BE CENTERED IN 2'x2' CEILING TILES, U.N.O. SEISMIC CLIPS AND WIRES SHALL BE USED PER CODE. 19, ALL JUNCTION BOXES AND MECHANICAL EQUIPMENT REQUIRING ACCESS SHALL BE LOCATED OVER ACOUSTICAL CEILINGS. NO ACCESS HATCHES IN GYP. BOARD CEILINGS WILL BE PERMITTED WITHOUT PRIOR APPROVAL BY MVA ARCHITECTS. 20. PROVIDE BUILDING STANDARD SPRINKLER HEADS. ALL NEW OR RELOCATED HEADS TO BE CENTERED IN 2'x2' CEILING TILES, EXCEPT AS CODE REQUIRES NEAR PERIMETER SOFFIT, TO BE INSTALLED AS REQUIRED BY CODE IN CONJUNCTION WITH THE EXISTING BUILDING SYSTEM. RECESSED MOUNT IN GYP. BOARD CEILING & PAINT TO MATCH EXISTING. 21. THE CONTRACTOR SHALL START-UP AND TEST AND BALANCE NEW AND EXISTING HVAC SYSTEMS TO SHOW THAT IT MEETS PLANS AND SPECIFICATION REQUIREMENTS AND SUBMIT A COPY OF THE TEST AND BALANCE TO THE OWNER. 22. FOLLOW AS CLOSE AS POSSIBLE LAYOUT INDICATED ON DRAWINGS. HOWEVER, IF IT IS NOT POSSIBLE DUE TO A JOB CONDITION, CONTRACTOR SHALL OBTAIN THE ARCHITECT'S APPROVAL FOR A REVISED LAYOUT BEFORE IT'S INSTALLATION. 23. COORDINATE UNIT LOCATIONS WITH ARCHITECTURAL PLANS SHOWING ACCESS PANELS. WEATHER STRIPPING AND THRESHOLDS NOTES 1. WEATHER-STRIPPING: PEMKO ##292D. FINISH TO MATCH DOOR FRAME. 2. THRESHOLDS: PEMKO #k114A WITH CONCEALED HOOK FINISH PER SCHEDULE. GENERAL FINISH NOTES 1. INTERIOR WALL AND CEILING FINISH SHALL MEAN INTERIOR WAINSCOTING, PANELING OR OTHER FINISH APPLIED STRUCTURALLY OR FOR DECORATION, ACOUSTICAL CORRECTION, SURFACE INSULATION OR SIMILAR PURPOSES AND SHALL CONFORM TO CHAPTER 42 OF THE C.B.C. FIRE RESISTIVE STANDARDS FOR FIRE PROTECTION. 2. CLASSES OF MATERIALS BASED UPON THEIR FLAME -SPREAD CHARACTERISTICS SHALL BE AS SET FORTH IN TABLE NO. 8-A OF C.B.C. 3. THE MAXIMUM FLAME SPREAD CLASSIFICATION OR FINISH MATERIALS USED ON INTERIOR WALLS AND CEILING SHALL NOT EXCEED THAT SET FORTH IN TABLE 8-8 OF THE C.B.C. 4. THE SMOKE DENSITY OF MATERIALS SHALL BE NO GREATER THAN 450 WHEN TESTED IN ACCORDANCE WITH U.B.C. STANDARD NO. 8-1 IN THE WAY INTENDED FOR USE. 5. APPLICATION OF CONTROLLED INTERIOR FINISHES SHALL CONFORM TO SECTION 803 OF THE C.B.C. PLUMBING NOTES 1. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED, THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 2. 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 GREATER THAN 6 POUNDS. ACTIVATE CONTROLS SHALL BE NO GR E 3. ALL BUILT-IN PLUMBING FIXTURES TO BE SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR, PLUMBING CONTRACTOR TO SUPPLY ALL NECESSARY INFORMATION FOR CUT-OUTS TO BE PERFORMED BY CABINET CONTRACTOR. COORDINATE ACCESS TO OCCUPIED SUITES W/ OWNER ELECTRICAL NOTES 1. SWITCHES AND CONTROLS FOR LIGHTS, VENTILATION, FIRE ALARMS, ETC. MUST BE PLACED 36" TO 48" FROM THE FLOOR. OUTLETS MUST BE NOT LESS THAN 18" FROM THE FLOOR. 2. DIMENSION ALL RECEPTACLES FROM CENTERLINE OF RECEPTACLE. 3. WHEN OUTLETS ARE GROUPED TOGETHER (2 OR MORE) THEY ARE TO BE NO MORE THAN 2" APART. 4. ALL TELEPHONE AND DATALINE COVER PLATES TO HAVE SIMILAR COLOR AND APPEARANCE TO BUILDING STANDARD, IVORY COLOR 5. TELEPHONE AND DATA CABLE TO BE PLENUM RATED CABLE, CABLE AND COVER PLATES TO BE SUPPLIED AND INSTALLED BY TENANT AND TO BE TEFLON COATED CABLE TO BE SUPPORTED INDEPENDENT FROM SUSPENDED CEILING. 6. ALL NEW ELECTRICAL OUTLET BOXES SHALL BE NO LESS THAN 15" (16" TO CENTER OF OUTLET) ABOVE THE FLOOR OR WORKING PLATFORM PER NEC 1993 SECTION 210 (G) CALIFORNIA AMENDMENTS. 7. PROVIDE ONE -HOUR PROTECTION AT ALL OUTLETS AND SWITCHES LOCATED IN ONE -HOUR RATED PARTITIONS. 8. OUTLETS TO BE INSTALLED AT LOCATIONS SHOWN BY DIMENSIONS ON TELEPHONE & ELECTRICAL PLAN. NON -DIMENSIONED OUTLETS TO BE LOCATED TO THE NEAREST STUD. 9, CONDUIT ABOVE CEILING TO BE HELD TIGHT TO STRUCTURE AND AWAY FROM SUSPENDED CEILING. 10. ALL CONDUIT RUNS ABOVE CEILING SHALL BE ALUMINUM FLEX. 11. ALL SEPARATE CIRCUIT RECEPTACLES TO BE GRAY WITH BUILDING STANDARD COLOR COVER PLATE. 12. ELECTRICAL ENGINEER TO DETERMINE WHERE SEPARATE CIRCUITS ARE REQUIRED AND TO SHARE CIRCUITS WITH SIMILAR TYPES OF EQUIPMENT WHERE APPROPRIATE (E.G. PRINTERS, OPEN AREA WORKSTATIONS, ETC.) AND TO MINIMIZE OVERALL NUMBER OF SEPARATE CIRCUITS AS MUCH AS PRACTICAL. 13. CONTRACTOR TO LOCATE CENTERLINE OF RECEPTACLES AND OR JUNCTION BOX AND MARK LOCATION ON THE FLOOR. TENANT'S REPRESENTATIVE TO VERIFY EACH LOCATION PRIOR TO CORE DRILLING FLOOR. 1. UPON COMPLETION OF ALL ELECTRICAL WORK, THE CONTRACTOR SHALL ADJUST AND TEST ALL CIRCUITS, OUTLETS, SWITCHES, LIGHTS, MOTORS, AND ANY OTHER ELECTRICAL ITEMS TO ENSURE PERFECT OPERATION OF ALL ELECTRICAL EQUIPMENT. ITEMS FAILING THE TEST MUST BE IMMEDIATELY REPAIRED OR REPLACED WITH ALL NEW EQUIPMENT AND THAT PART OF THE SYSTEM SHALL THEN BE RE -TESTED. ALL SUCH REPLACEMENT OR REPAIR SHALL BE DONE AT NO ADDITIONAL COST TO THE OWNER. 2. CONTRACTOR TO VERIFY COORDINATION OF POWER AND LIGHTING SYSTEMS WITH BUILDING CONTROL SYSTEM, IF APPLICABLE. TENANT RESPONSIBILITIES 1. ALL CRITICAL DIMENSIONS FOR WALLS, FLOORS, CORES OR PLACEMENT OF LIGHT FIXTURES THAT REQUIRE THE TENANT APPROVAL OR CALCULATIONS PRIOR TO COMMENCING WORK SHALL BE OBTAINED WITHIN 24 HOURS OF CONTRACTORS REQUEST. ANY DELAY ON THE TENANT PART TO PROVIDE SUCH APPROVALS OR CLARIFICATIONS SHALL BE DEEMED AS AN APPROVAL TO PROCEED WITH WORK. DELAYS CAUSED BY TENANT WILL NOT AFFECT THE FINAL RENT COMMENCEMENT. 2. TENANT IS RESPONSIBLE FOR VERIFYING ALL SQUARE FOOTAGES REQUIRED FOR THEIR STAFFING REQUIREMENTS IN PRIVATE OFFICES AND SHALL NOTIFY MVA ARCHITECTS OF DIMENSION CHANGES AS SOON AS POSSIBLE. 3. FURNITURE DEALER/INSTALLER AND TENANT TO VERIFY ALL FURNITURE LOCATIONS AND CLEARANCES. DEALER AND INSTALLER TO MAINTAIN MIN. OF 44" CLEAR FOR CIRCULATION AND AISLEWAYS. 4. FURNITURE SYSTEM TO BE SUPPLIED AND INSTALLED BY TENANT. CONTRACTOR TO MAKE FINAL HARDWARE CONNECTIONS. FIRE DEPARTMENT NOTES 1. FIRE DEPARTMENT FINAL INSPECTION REQUIRED. SCHEDULE ALL INSPECTIONS 72 HOURS IN ADVANCE BY CALLING (714) 647-5700. 2. PROVIDE ADDRESS/SUITE NUMBERS AT LEAST SIX (6) INCHES HIGH, WHICH SHALL BE PLAINLY VISIBLE FROM ROADWAY. 3. PROVIDE SUITE NUMBERS (3) INCHES HIGH, WHICH SHALL BE PLAINLY VISIBLE FROM OUTSIDE THE SUITE. 4, SHOW ONSITE PLAN LOCATIONS OF ALL PROPOSED OR EXISTING HYDRANTS WITHIN 150/500 FEET AND CONSTRUCTION DETAILS OF BUILDING (INCLUDE TYPE OF ROOF) ON ALL FOUR (4) SIDES WITHIN 100 FEET. SHOW CENTERLINES OF ADJACENT STREETS ON SITE PLAN. 5. PROVIDE 8 1/2" x 11" SITE PLAN (DIMENSIONED) FOR FIRE DEPARTMENT RUN SHEET. 6. ACCESSIBLE HYDRANT(S) SHALL BE PROVIDED AND LOCATED WITHIN 150 FEET OF ALL PORTIONS OF EXTERIOR WALLS ON THE FIRST FLOOR AS MEASURED IN AN APPROVED ROUTE AROUND THE BUILDING IN CONFORMANCE WITH CITY STANDARD NUMBERS 403P AND 423P. SHOW LOCATION(S) ON SITE PLAN. MINIMUM FLOW FROM ANY ONE HYDRANT SHALL BE 1500 GPM, HYDRANTS SHALL BE WITHIN FOUR (4) FEET OF FIRE DEPARTMENT VEHICULAR ACCESS LANE. 7, PROVIDE BLUE REFLECTIVE HYDRANT MARKERS IN CONFORMANCE WITH CITY OF SANTA ANA FIRE DEPARTMENT STANDARDS. 8. ACCESS LANE TO BE POSTED "NO STOPPING FIRE DEPARTMENT ACCESS LANE CVC 22500.1" AND RED CURBED. 9. PAVED VEHICULAR ACCESS AND HYDRANTS SHALL BE IN SERVICE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 1D. PROVIDE 2A 1OBC MINIMUM RATED FIRE EXTINGUISHERS TO BE LOCATED ON EACH LEVEL WITHIN 75 FEET OF TRAVEL DISTANCE FROM ALL AREA. TRAVEL DISTANCE IS 30 FEET IN AREAS HAVING FLAMMABLE LIQUIDS, 11. PROVIDE A 4OBC MINIMUM RATED FIRE EXTINGUISHER IN KITCHEN. 12. FIRE SPRINKLER SYSTEM(S) PER N.F.P.A. STANDARD 13 SHALL BE PROVIDED. REASON FIRE SPRINKLERS REQUIRED: TI 13, FIRE SPRINKLER SYSTEMS WITH 100 OR MORE HEADS REQUIRE 24-HOUR SUPERVISION. THIS INCLUDES WATER FLOW AND TAMPER SWITCHES ON ALL CONTROL VALVES, i.e., DOUBLE BACK FLOW, PIV, FLOOR CONTROL, ISOLATION VALVES, ETC. 14. COMPOSITE WOOD JOIST CONSTRUCTION HAVING AUTOMATIC FIRE SPRINKLERS SHALL BE FIRE STOPPED IN CONFORMANCE WITH CURRENT EDITION OF N.F.P.A. 13. 15. ALL UNDERGROUND FIRE LINES AND OVERHEAD SPRINKLER LINES SHALL BE HYDROSTATICALLY TESTED FOR TWO (2) HOURS AT 200 PSI. ALL UNDERGROUND FIRE LINES SHALL BE FLUSHED CLEAR. ALL TESTS AND FLUSHING TO BE WITNESSED BY A FIRE DEPARTMENT REPRESENTATIVE. 16, STORAGE, DISPENSING OR USED OF ANY FLAMMABLE AND COMBUSTIBLE LIQUIDS, FLAMMABLE AND COMPRESSED GASES AND OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH U.F.C. REGULATIONS. THE STORAGE AND USE OF HAZARDOUS MATERIALS SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO MATERIALS BEING STORED ON SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED PRIOR TO THE STORAGE AND USED OF HAZARDOUS MATERIALS. 17. BUILDING(S) NOT APPROVED FOR HIGH PILE STOCK (MATERIALS IN CLOSELY PACKED PILES OR ON PALLETS, OR IN RACKS WHERE THE TOP OF STORAGE EXCEEDS 12 FT. IN HEIGHT, AND 6 FT. FOR GROUP A PLASTIC AND CERTAIN OTHER HIGH HAZARD COMMODITIES). HIGH PILE STOCK SHALL BE APPROVED BY THE FIRE AUTHORITY PRIOR TO MATERIALS BEING STORED ON SITE. A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR HIGH PILE STORAGE IN ACCORDANCE WITH THE U.F.C. ARTICLE 81. 18. WHEN THE PROJECT INVOLVES THE CONSTRUCTION OF A NEW STRUCTURE OR AN ADDITION TO AN EXISTING STRUCTURE, PLANS AND DOCUMENTATION FOR THE FIRE DEPARTMENT ACCESS, HYDRANT LOCATIONS, WATER AVAILABILITY AND FIRE LANE MARKINGS SHALL BE SUBMITTAL TO AND APPROVAL BY THE O.C.F.A. PRIOR TO THE APPROVAL OF ARCHITECTURAL PLANS. AN O.F.C.A. APPROVED SITE PLAN SHALL BE SUBMITTAL WITH ARCHITECTURAL PLANS. 19, ACCESS GATES SHALL BE IN COMPLIANCE WITH U.F.C., SECTION 902 AND `CITY GUIDELINES. A SEPARATE PLAN SUBMITTAL AND APPROVAL MAY BE REQUIRED. 20. CONTRACTOR TO VERIFY LOCATIONS OF ALL EXISTING AND NEW FIRE EXTINGUISHERS. 21. CONTRACTOR TO PROV€DE ALL LIFE SAFETY HOOK-UPS AND SUBMIT ALL NECESSARY DRAWINGS, ETC. TO CITY BUILDING DEPARTMENT AND FIRE DEPARTMENT FOR APPROVALS. 22. PORTABLE FIRE EXTINGUISHERS SHALL BE LOCATED AS REQUIREDBY THE FIRE DEPARTMENT WITH A FIRE RATING OF NOT LESS THAN 2A.. 1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING OF, EACH FLOOR. 23. VERIFY ADEQUACY OF FIRE/LIFE SAFETY TO MEET CODE REQUIREMENTS. 24. INSTALL APPROVED FIRE RATED DAMPERS ON DUCTS PASSING THROUGH FIRE RATED PARTITIONS, CEILINGS AND FLOORS. 25.PLANS FOR THE FOLLOWING SYSTEMS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR FIRE DEPARTMENT APPROVAL PRIOR TO INSTALLATION: FIRE SPRINKLER ALTERATIONS, SANTA ANA POLICE DEPT. NOTES 1• ALL EXTERIOR DOORS (PEDESTRIAN, OVERHEAD) ARE REQUIRED TO BE EQUIPPED WITH AN EXTERIOR DOOR LIGHT WHICH WILL FULLY ILLUMINATE THE DOOR WITH A MINIMUM OR 1 FOOTCANDLE OF LIGHT. POLICE DEPARTMENT FINAL INSPECTION REQUIRED. CALL 647-5840. 2. WALL PACK LIGHT FIXTURES MUST ILLUMINATE THE ENTIRE FACE AND FRAME OF EVERY EXTERIOR DOOR (PEDESTRIAN AND OVERHEAD). IF NOT ADDITIONAL LIGHTING REQUIRED, SAMC SAPD 3. A POUCE DEPARTMENT ALARM PERMIT IS REQUIRED IF A BURGLAR ALARM SYSTEM IS INSTALLED. PERMIT REQUIRED BEFORE FINAL SIGNOFF. CALL 647-5840, I SYMBOL I DESCRIPTION I ■ � ►' NUMBER : ►ii" & FRAME . HARDWARE � LEGEND I � 0 I i___________________________! I -j " :i i ! A EXISTING STOREFRONT DOOR W/ 10" KiCKPLATE TO REMAIN B EXISTING DOUBLE HOLLOW METAL DOOR TO REMAIN C EXISTING W40D DOOR AND METAL DOOR FRAME TO BE RELOCATED. D EXISTING DOOR TO REMAIN E NEW INTERIOR DOOR: DOOR: 3'-O" » 8'-10" x 1 3/4" SOLID CORE WOOD DOOR TO MATCH EXISTING, VIF - FRAME: 3 -O X 7 -0 METAL FRAME TO MATCH EXISTING, VIF F NEW 20 MIN. RATED DOOR: - DOOR: 3'-0" x 6'--8" x 1 3/4" SOLID CORE WOOD DOOR TO MATCH EXISTING, VIF - FRAME: 3'-O" X 7'--O" TIMELY (OR EQUAL) METAL FRAME TO MATCH EXISTING, VIF G NEW EXIT DOOR: - DOOR: 3'--0" X 6'-8" METAL DOOR TO MATCH EXISTING, VIF - FRAME: 3'-O" X 7'-O" METAL FRAME TO MATCH EXISTING, VIF H NEW TRUCK DOOR: - DOOR: 20'-O" X 10'-O" SECTIONAL DOOR TO MATCH EXISTING, VIF - FRAME: 20'--O" X 10'-O" METAL FRAME TO MATCH EXISTING, VIF �AL.ki � ." - -- I SYMBOL I DESCRIPTION i � � 11 I , I i i I' 1 .............i...,........i........._._..............._........_._'.............�......._....f......... .L.......... ............. ..'........--- "D325-25-Gau e-PUNCHED"C"STUDS DEFLECTION Lt120 L724a L1360 SPACING 12" t6" 24" 12 16 24 12 16" 24" ='­ .,.t`o SERVICE - LOAD 5LBS, PER SQUARE FOOT- INTERIOR 162DS26 OA34 9'8" I 85" 7T' I T11" I T2" 62" 6'11" I w, 1 55" 25ODS25 0.091 13'4" 12'1" 10'4" 10'1O" 919" V6" 9`T' 8'8" M WDS25 0.198 17°3" 15'4" 12'G' 131t" 1 12'7" In" 12W I III 98" 362DS25 0.216 1T9" 157" 127 14'4" 1 12'11" 114" 12'8" 111'6" I 10'0' 40ODS25 0.271 M18't M1" M16'4" 13'4" IVV' I 14`0" 122" 135" 125" I 10°9" - I ._. _. .. ...... ....... "DS20 -20 -Gauge ..-.. _. _ . ..... _... ... .1. -PUNCHED "C" STUDS DEFLECTION L1120 L124b L1360 SPACING 12" 16" 24" 12" 16" 24" 12 ff 24" "..,.„..'­ ­"'"r" SERVICE - LOAD 5LBS. PER SQUARE FOOT- INTERIOR 162DS20 0.072 122' 117 91T 9'8" 8'9" M' 1 8'5" 7'8" 618' 25ODS20 0,177 165" 152 137 IT*, 121" 107' 1 117 107" 9'3" 35ODS20 0.386 21'8" 9'8 1" 177' 1713' 15'8" in, 1 15'1" 13'8" 12V' 362DS20 OA19 223" - 20T 17`8" 17'9" 16'1" 141" 1 157 14'1" 42'4" 40OW20 0,528 24'1" 21'10" 191" 192" 1T5" 153" 46`9I 15T, 13'4" 55OD820 1.153 31'0" 282" 247' 247 22'6" 197" 217" 197" 1721, 16GODS201 1.403 331' 309" 265" 28'6" 241' 21`1" 237' 21N" 185" 80ODS20 2.853 423" 37V' 30'10" 33'8" 3UT' 26'V' 29'5" 267 23W' ,.._.......-.'- ......................................�_.._.....-.-. .0. wPlATC1 -......._........._:....._-.... SCHIMILF�ci6__1_��....____.__. ......_.._.. -..-._......_- __�___-__-'__� --------- _ _ ..... �----------- ' _ _ .,}._._e� ....... _ -----_- .. ........ -------- _...... ------- ..__ ...._..... ------.-_ a I EXISTING STOREFRONT HARDWARE TO REMAIN b I EXISTING PANIC HARDWARD TO REMAIN a EXISTING LEVER HARDWARE TO REMAIN d EXISTING LOCKING HARDWARE TO REMAIN e I NEW LEVER HARDWARE TO MATCH EXISTING, VIF f NEW LOCK HARDWARE: "SCHLAGE" (OR EQUAL) D--SERIES LOCKSET: D96PD RHODES LEVER FINISH: MATCH EXISTING, VIF HINGES: "STANLEY" BUTT HINGES (4) #BB179--626 FLOOR STOPS: BUILDERS BRASS WORKS ##F--8061 CLOSER: "LCN" #1461 T (ADA) SMOKE SEALS/GASKETS/THRESHOLD PER CODE FOR 20 MIN, ASSEMBLIES CITY QF SANTA ANA CODE REQUIREMENTS 1. THIS REVIEW DOES NOT INCLUDE MECHANICAL, PLUMBING, FIRE SPRINKLER SYSTEM, OR ELECTRICAL WORK. SEPARATE PLANS, APPLICATIONS, FEES. PLAN CHECKS, AND PERMITS ARE REQUIRED FOR MECHANICAL, PLUMBING, FIRE SPRINKLER SYSTEMS, AND ELECTRICAL. WORK. CALL (714) 647 - 5800 FOR INFORMATION. 2. CONTRACTOR SHALL BE REQUIRED TO SHOW " PROOF OF WORKERS COMPENSATION INSURANCE " SHALL BE REQUIRED AT TIME OF PERMIT ISSUANCE. 3. THE CONTACT PERSON FOR THE DEVELOPER FOR THIS PROJECT IS - MICHAEL VOLK OF M.VA. ARCHITECTS, LOCATED AT. 2151 MICHELSON DRIVE SUITE NO. 140, IN THE CITY OF: IRVINE, CALIFORNIA. PHONE NUMBER : (949) 852-5900 FAX NO.: (949) 852-5909 PER CBC SECTION 106,3.4.1. 4. ALL INTERIOR WALL AND CEILING FINISHES NOTED ON PLANS SHALL BE IN COMPLIANCE WITH CBC CHAPTER 8. 5. ALL INTERIOR WALL. AND CEILING FINISHES NOTED ON PLANS SHALL HAVE A CLASS 1, 11, OR Ill RATING. 6. 7. ALL FLOOR OPENINGS AT ANY PIPES DUCTS ETC. SHALL BE SEALED WITH VERMICULITE PLASTER UNLESS OTHERWISE 00-ff6TE6 WN A 2-HOUR FIRE RETARDANT ENCLOSURE. 8. IT IS THE DESIGNER'S / PROPERTY OWNER'S RESPONSIBILTY TO SHOW COMPLIANCE ON THE DRAWINGS WITH ALL APPLICABLE FEDERAL AND STATE ACCESSIBILITY STANDARDS. 9. SIDEWALKS ACCOMODATiNG THE DjrLED MUST BE AT LEAST FORTY --' EIGHT (48* WIDE AND AT LEAST SIXTY INCHES 60 WHERE DOOR SWINGS OVER WALK. CBC SECTIONS 1133B.7.1 AND 11338.7.5. 10. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE. NOT INTERRUPTED BY 11. WALKS AND SIDEWALKS SHALL NOT HAVE (2% SLOPE) SLOPES ALONG THE PATH AS A PEDESTRIAN RAMP IN ACCORDANCE TO CBC SECTION 1127B.5. 12. CROSS SLOPES EXCEEDING 1/4" INCH PER FOOT OF TRAVEL SHALL NOT EXCEED 57o UNLESS DESIGNED WITH CBC SECTION 1133B.5. FOR CURB RAMPS REFER 13. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN WAY SHALL BE A MINIMUM OF 80" INCHES ABOVE ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE OBSTRUCTION. CBC SECTION 1133B.8.2. 14. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY AND THE WALKING SURFACES ARE NOT SEPERATED BY CURBS, RAILINGS OR OTHER ELEMENTS 8E4&U THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36" INCHES WIDE, COMPLYING WITH CBC SECTION �1133B.S.5. U�RpyB�DED AT UPPER ESN PQF EACHCCURSECTION i3VERBIT5 AFL! WIDTH TON RMf,r,r,FE-,P BE THE RAMP SURFACE OR THE SLOPE OF THE FANNED OR FLARED IDES OF THE CURB RAMP SHALL NOT EXCEED 1 UNIT VERTICAL TO 12 UNITS HORIZONTAL (8.33% SLOPE CICC SECTION 11278,5. ITEM 4. 16. OR I� OLpEESROUTE ADJOINING NOT EXCE ORtO UNIT �CCAL TMO OAUNLITS HORIZONT � 98 E} 1%IN 4 FEET OF THE TOP AND BOTTOM OF THE CURB RAMP. THE SLOPE OF THE FANNED OR FLARED SIDES OF CURB RAMPS SHALL NOT EXCEED 1 UNIT VERTICAL TO 10 UNITS HORIZONTAL (10% SLOPE). CBC SECTION 11278.. ITEM 3. 17. 18. EACH LOT OR PARKING STRUCTURE WHERE PARKING IS PROVIDED FOR THE PUBLIC AS CLIENTS, GUEST OR EMPLOYEES, SHALL PROVIDE ACCESSIBLE PARKING AS REQUIRED BY CBC SECTION 1129B. 19. ACCESSIBLE PARKING SPACES SERVING A PARTICULAR BUILDING SHALL BE LOCATE} ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE ENTRANCE. IN PARKING FACIUTIES 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 11298.1. 20. ONE IN EVERY EIGHT ACCESSIBLE SPACES, BUT NOT LESS THAN ONE. SHALL BE SERVED BY AN ACCESS ASILE 8'--O" (96*) WIDE MINIMUM AND SHALL BE DESIGNATED VAN ACCESSIBLE AS REQUIRED BY SECTION 11298.5. CBC SECTION 11298.4 ITEM 2. 21. DISABLED ACCESSIBLE PARKING SPACES SHOULD BE SIZED AS FOLLOWS. A. WHERE SINGLE SPACES ARE PROVIDED, THEY SHALL BE A 9-FOOT WIDE PARKING AREA WITH AN OUTLINED 5- FOOT WIDE (8-FOOT WIDE FOR VAN ACCESSIBLE SPACE) WADING AND UNLOADING ASII F ON THE PASSNEGER SIDE OF THE VEHICLE" THE MINIMUM LENGTH OF EACH PARKING SPACE SHALL BE 18 FEET. CBC SECTION 1129B,4. B. WHEN MORE THAN ONE SPACE IS PROVIDED. TWO 9-FOOT WIDE PARKING AREAS MAY 0U7UNED ON EACH SIDE OF A 5-FOOT WIDE (8-FOOT WIDE FOR VAN ACCESSIBLE SRACE(S}) LOADING AND UNLOADING ASILE. THE MINIMUM LENGTH OF EACH PARKING SPACE SHALL BE 18 FEET" CBC SECTION 1129B.4. 22. IN EACH AREA, A BUMPER OR CURB SHALL BE PROVIDED AND LOCATED TO PREVENT ENCROACHMENT OF CARS OVER THE REQUIRED WIDTH OF WALKWAYS (ACCOUNT FOR FRONT OF CAR OVERHANG). CBC SECTION 11298.4 ITEM 3. 23. ALL NEW BUILT --IN COUNTERTOPS LOCATED WITHIN THE EXISTING RESTRQOMS SHALL CONFORM TO THE OBC SECTION 11228. 24. ALL ENCLOSED PORTIONS OF BUILDING CUSTOMARILY OCCUPIED BY HUMAN BEINGS SHALL. BE PROVIDED WITH A MECHANICALLY OPERATED VENTILATION SYSTEM. SUCH MECHANICALLY OPERATED VENTILATION SYSTEM SHALT. BE CAPABLE OF SUPPLYING A MINMUM OF 15 CUBIC FEET PER MINUTE OF OUTSIDE AIR PER OCCUPANT DURING SUCH TIME AS THE BUILDING IS OCCUPIED. IF THE VELOCITY OF AIR AT A REGISTER EXCEEDS 10 FEET PER SECOND, THE THE REGISTER SHALL BE PLACED MORE THAN 8 FEET ABOVE THE FLOOR DIRECTLY BENEATH. CBC SECTION 1202.2.1. 25. TOILET ROOMS SHALL BE PROVIDED WITH A MECHANICALLY OPERATED EXHAUST SYSTEM CAPABLE OF PROVIDING A COMPLETE CHANGE OF AIR EVERY 15 MINUTES. SUCH MECHANICALLY OPERATED EXHAUST SYSTEMS SHALL BE CONNECTED DIRECTLY TO THE OUTSIDE FROM THE POINT OF DISCHARGE SHALL BE AT LEAST 3 FEET FROM ANY OPENING WHICH ALLOWS AIR ENTRY INTO OCCUPIED PORTIONS OF THE BUILDING, CBC SECTION 1202.2.1. , SECOND PARAGRAPH. 25. THE ELEVATOR LOBBY SHALL BE SEPARATED FROM THE REMAINDER OF THE BUILDING BY ONE - HOUR FIRE RESISTIVE CONSTRUCTION TO THE FLOOR OR ROOF ABOVE, EXCEPTION IS IIST FLOOR. S 0 M V 11 z x T E R z o x s A R C H I T E C T U R E S P A C E P L A x x I x G 2151. NTTCHET.SoN DRIVE SUMS 140 Ilm�tl'VS11T3�, CA iaaC31.2 Flax 19-4i9 l5s;a-e51900 PACTRUST 4 5350 SW SEQUOIA PKWY q SUITE 300 12 PORTL.AND OR, 97224 A m REVISIONS e 1 -A 2 5_ & 2 :5 0 im v 0 ISSUED FOR APPROVAL f. ISSUED FOR BIDDING ISSUEp FOR PLAN CHECK ISSUED FOR ENGINEERING ISSUED FOR CONSTRUCTION iL t pp��Ep AR12 Cy�T H . " MICHAEL VOLK NO. C-193 n- Sp REN.1-31-0 Wig@ y �TF OF CAS -CFO v .N DRAWN BY: KH tc CHECKED BY: MV PLOT DATE: 03.30.04 a ; JOB NO.: 24154 a COMPUTER FILE NO.: 24154-CD 2L rn U GENERAL NOTES 0 ". -c, 6 -a GN J AREA OF WORK mml(m - � mmommommim ammom MENA= — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — f — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — musamA ma SCALE: 1"= 30'-0" -6w 7 STALIJS 0 8'-6" EA. 20'-w 2803 YALE STREET NOT A PAW TOTAL AREA 2803 YALE. 86,814 S.F. 2801 YALE STREET 1st FLOOR OFFICE SQUARE FOOTAGE*. 12,302 S.F. 2nd FLOOR OFFICE SQUARE FOOTAGE. 10,990 S.F. WAREHOUSE ( M, USE) SOLIARE FOOTAGE: 4-5-M-51, TOTAL AREA 2801 YALE: 69,272 S.F. MAXIMUM 30% OFFICE 0 WH OR MFG: 20,782 S.F. REQUIRED PARKING SQUARE FOOTAGE OFFICE AREA IST,30 2801 YALE 20,782 S.F.iiii OFFICE AREA 3 EXQEEDINGi. 2801 YALE —7 2,510 S.F. �45,980 2801 YALE F.1; 69,272 S.F.1 I PLUMBING FIXTURE REQUIREMENTS: PLUMBING FIXTURE TABULATION PER TABLE 4-1, 2001 C.P.C. (MINIMUM NUMBER OF FIXTURES IS CALCULATED AT 50% MALE AND 50% FEMALE, BASE ON OCCUPANT LOAD.) OFFICE AREA: TOTAL MEN: 95OCCUPANTS TOTAL WOMEN- 95 OCCUPANTS W/C UR. LAYS MALE FEMALE 4 WAARLHME 6REA* TOTAL MEN: 44 OCCUPANTS TOTAL WOMEN: 44 OCCUPANTS I ! �/—C UR. LAWS MALE 3 4 FEMALE 3 4 EMURE TABULATION: I TOTAL REQUIRED 1 TOTA L PROVIDED 0 A uENEF\/"%L NOTES 1. SEE SHEET GN FOR ADDITIONAL NOTES. 2. SEE SHEET SD1 FOR SITE, DETAILS. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES HAVING JURISDICTION. 4. ALL EXISTING ITEMS TO REMAIN, U.N.O. 5. CONTRACTOR'S ARE RESPONSIBLE FOR KEEPING JOB SITE AND BUILDING COMMON AREAS CLEAN FROM CONSTRUCTION MATERIAL AND DEBRIS. ELEVATOR INTERIORS TO BE PROTECTED PRIOR TO TRANSPORTING EQUIPMENT OR MATERIAL. 6. UPON COMPLETION OF PROJECT, ALL SURFACES INCLUDING FLOORS, DOORS/FRAMES, WINDOWS, WALLS, MINI BLINDS, MILLWORK AND PLUMBING FIXTURES SHALL BE CLEANED AND IN "LIKE NEW" CONDITION. 7. EXISTING UNDERGROUND UTILITIES TO REMAIN UNCHANGED. KEY N 0 T E%'41'*wj% 0 EXISTING PARKING STRIPE, TYP., U.N.O. 0 4" WIDE PARKING STRIPE, SEE DETAIL SD NOT USED NOT USED LdJ NEW EXTERIOR CONCRETE STAIR NOT USED NOT USED NOT USED NOT USED 10 NOT USED 11 NEW DOCK LEVELERS BY TENANT'S CONTRACTOR 12 REMOVE EXISTING PARKING STRIPES 13 EXISTING ACCESSIBLE PATH OF TRAVEL AND ENTRANCE 14 NOT USED .. . NEW LANDSCAPE AREA ........ CONTRACTOR TO REPAIR LANDSCAPE AREA DAMAMGED BY CONSTRUCTION m m m m m HANDICAP PATH, OF TRAVEL FROM MAIN- ENTRANCE TO ACCESSIBLE PARKING 11 M V A I X T E R 1 0 R S AR C H I T EC T U RE S P A C E P L A N N I NO 2151 MIC1410Tsow r>l:zzvE: SUrM 140 irwN711-Tim, CA !0�g3:1;a 1=1 1-1 Go -4. ID f3 C5 0 - f5 lo <3 a F"A'x G) .4 9 600-500e 0 O FOR PACTRUST 15350 SW SEQUOIA PKWY 0 9f SUITE 300 PORTLAND OR, 9722-i REVISIONS BY ' A ;A O .E O ISSUED FOR APPROVAL ISSUED FOR BIDDING ISSUED FOR PLAN CHECK ISSUED FOR ENGINEERING ISSUED FOR CONSTRUCTION 0 MICHAEE� V(3L NO-C-19 REM 1-31-07 op c O CY DRAWN BY. KH CHECKED BY: MV PLOT DATE: 03.30.04 ti JOB NO.: 24154 COMPUTER FILE NO.- 24154-CD OVERALL SITE PLAN Gi sl PARKING LOT STRIPING - SEE STRIPING DETAIL 11 6* WIDE BLUE TRAFFIC PAINT STRIPING PAINTED HANDICAP PARKING SIGN 12" HIGH TEXT IN WHITE LETTERING AS SHOWN KIWiQ V) m w TO EDGE OF w STALL TOR'k .107, . mam PAINTED SYMBOL' WHITE TRAFFIC PAINT 3" MIN. WIDE STRIPE PAINTED FIELD: BLUE TRAFFIC PAINT 3!-0* SQUARE WITH 3* RADIUS CORNERS C.L. OF STALL & SYMBOL 4!-6" TO EDGE OF STALL SCALE N.T.S. FOR REFERENCE ONLY 1 1 Pilo RESERVED FOR HANDICAP FAMLIVIES IN THIS rAR� ING LOT UNAUTHORI EDI VEHICLES NOT D SP HYING DlSlTIINGMIIUJSHI LI'ENSE PLATES OR PLACARbs iSUED FOR PHYSICALLY 19SA]IILED PERSONS MAY BE OWP AWAY AT OWN 'S EXPENSE, TOWED VEHICLE MAY BE RECLAIMED AT I I OR BY TO E�HONG_ CVC SECTI Q NOTE: CONTRACTOR SHALL CONTACT GOVERNING AGENCY TO OBTAIN REQUIRED INFORMATION AND SHALL COMPLETE SIGN TEXT. 1 1 Ir STEEL PIPE POST IN CONCRETE FOOTING NOTES' 1. MIN. 17*X22* SIGN AT EACH ENTRANCE TO OFF STREET PARKING FACILITY PER 717LE 24 SECTION 2-7102(e) WITH MIN. I- HIGH TEXT. SIGNS SHALL BE PERMANENTLY AFFIXED REFLECTORIZED SIGN OF PORCELAIN ON STEEL WITH BEADED TEXT OR EQUAL MOUNTED AT A HEIGHT OF 80" ABOVE FINISHED GRADE, TO BOTTOM OF SIGN. 2. SIGNAGE SHALL CONFORM TO SEC. 4.30 OF THE AMERICAN WITH DISABILITY ACT, SCALE - N.T.S. 1 5 ADA STREET SIGN FN a ONLY ADAPARK-4 METAL SIGN WITH ROUNDED CORNERS ACCESSIBLE VERIFY SIZE, PARMNS CORNERS COLOR, WORDING, WHITE OCCUPANT ETC. W/TRAFFIC ON DARK BLUE ENGINEERING BACKGROUND DEPARTMENT = ONLY FIM Ile WIDE BORDER LINE AT ALL SIDES v N ACCESSIBLE DARK BLUE TEXT ON WHITE BACKGROUND 0- W cn ADDITIONAL SIGN 3 8 REQUIRED AT VAN ACCESSIBLE < 000 0 uj SPACES cog 1 0 w 3*- STD. STEEL PIPE COL PAINTED Too PARKING STALL 2'-0" OVERIDE PRE -CAST CONC. WHEEL STOP #4 REBAR DOWEL 30* DEEP 4 91 R 14., Q0 USE 6'-0* LONG WHEEL STOP AT DOUBLE STALL CONDITIONS - CENTERED USE 4!-0" LONG WHEEL STOP AT SINGLE STALL CONDITIONS l'-O* FROM CENTERLINE co PAINT STRIPING, TYP. COLOR: MITE WHEEL STOP SCALE 1 1/2""=1' 3 SCALE 1/4!=l'-O' M V A I N T E R 1 0 R S S P A C E P L A N X I K G 2151 MlCI-lElS0l%T DnIVE SME 140 Ga�;ae3:L:a 1=� 1-1 la .4. Go IB E5;a — fS Go C> CD - s. LL E FOR PACTRUS 15350 SW SEQUOIA PKWY SUITE 300 PORTLAND REVISIONS BY A2 ISSUED FOR APPROVAL ISSUED FOR BIDDING ISSUED FOR PLAN CHECK ISSUED FOR ENGINEERING ISSUED FOR CONSTRUCTION cx DRAWN BY: KH CHECKED BY: mv PLOT DATE: 03.30.04 JOB NO.: 24154 COMPUTER FILE NO.: 24154-CD SITE DETAILS O t:> SCALE: 1 /4" - 1 '-0" MEN'S H/C SIGNAGE iu HIGH LETTERiNGS. ►lNTED WHITE. te THK. PLASTIC ____% U: D RK BLUE i WOMEN'S H/C SIGNAGE SIGNAGE ADJACENT TO RESTROOM ENTRIES 11 i1111116 MAIM SCALE- N.T.S. FOR REFERENCE ONLY SCALE 1i4' _ ,'-0' FOR REFERENCE ONLY SCALE: 1/4" = V-0" FOR REFERENCE 1 1/2" MINN. & MAX. 5 B*THK. WATER RESISTANT .BOARD. 1'1 BLOCKING AS REQUIRED I I 1 1/4" OR 1 1/2" DIA, I 1 H/C GRAB BAR WITH I t. MOUNTED TO WALL W/ I I (6) JIO X 2" SHEET METAL SCREWS (3 EA END) 0,11JA FA I FA, m A ® i SINGLE ACCOMMODATION SANITARY FACILITIES NOTE: Single accommodation sanitary facility is defined as "a room that has not more than one of each type of sanitary fixture, is intended for use by only one person -at a time, has no partition around the toilet, and has a door that can be locked on the inside by the room occupant". Sec 220.12 1. There shall be sufficient space In the toilet room for a wheelchair measuring 30" wide by 48" long to enter the room and permit the door to close. Sec 1115B.7.2 2. There shall be in the room a clear floor space of at least 60" In diameter, or a T-shaped space complying with Figures 118-12(a) or (b). No door shall encroach into this space for more, than 12" except for the panel door to any water closet compartment If there Is one, Sec 11158.7.2. Fig 118--1A. 3. The water closet shall be located In a space which provides a minimum 28" wide clear space from a fixture or a minimum 32" wide clear space from a wall at one side. The other side shall provide 18" from the centerline of the water closet to the wail. A minimum 48" clear space shall be provided in front of the water closet. See 1115B.7.2. Fig 118-1A. 4. All doors, fixtures and controls shall be on an accessible route with a minimum clear width of 36" except at doors. If a person in a wheelchair must make a turn around an obstruction, the minimum clear width of the accessible route shall be as shown in Figure 11 B-5E. Sec 1115B.7.2 MULTIPLE ACCOMMODATION SANITARY FACILITIES NOTE: Multiple accommodation sanitary facility is defined as "a room that has more than one sanitary fixture, Is intended for the use of more than one person at a time, and which usually Is provided with privacy compartments or screens shielding some fixtures from view". Sec 214.13 1. A clear space measured from the floor to a height of 27" above the floor, within the sanitary facility room, of sufficient size to inscribe a circle with a diameter not less than 60", or a clear space 56" by 63" In size, shall be provided for wheelchair maneuvering. Doors other than the door to the accessible toilet compartment in any position may encroach into this space by not more than 12". Sec 1115B.7.1.1. Fig 11B-1B. 2, Doors shall not swing into the floor space required for any fixture. Sec 11158.7.1 3> A water closet fixture located In a compartment shall provide a minimum 28" wide clear space from a fixture or a minimum 32 wide clear space from a wall at one side of the water closet. The other side of the water closet shall provide 18" from the centerline of the water closet to the wall. Grob bars shall not project more than 3" into these clear spaces. Sec 1115B.7.1.2. Fig 11B-1B. 4. A minimum 48" long clear space shall be provided In front of the writer closet If the compartment has an end opening door (facing the water closet) and a minimum 60" long clear space shall be provided in front of the water closet if the compartment has a door located at the side. Grab bars shall not project more that 3" Into these clear spaces. Sec 1115B.7.1.2. Fig 11 B-1 A & B. 5. Water closet compartments shall be equipped with a door that has an automatic -closing device, and shall hove a clear, unobstructed opening width of 32" when located at the end and 34" when located at the side with the door positioned at an angle of 90 degrees from its closed position. Sec 11158.7.1.3. Fig 11B-1A & B. 6. When standard compartment doors are used, with a minimum 9" clearance for footrests underneath and a self -closing device, clearance at the strike edge as specified In Section 1004.9.2.2 is not required. Sec 1115B.7,1,3 7, The inside and outside of the compartment door shall be equipped with a loop or U-shaped handle immediately below the latch. The latch shall be flip -over style, sliding, or other hardware not requiring the user to grasp or twist. Sec 11158.7.1.3 8. Except for door opening widths and door swings, a clear, unobstructed access not less than 44" sholl be provided to water closet compartments designed for use by persons with disabilities and the space immediately in front of a water closet compartment shall be not less than 48" as measured at a right angle to compartment door In its closed position. Sec 1115B.7.1.3. Fig 11 B-1 B. 9. Where six or more stalls are provided within a multiple accommodation toilet room, in addition to the standard accessible stall required above, at least one additional stall shall be provided with a width of 36" with an outward swinging self -closing door and parallel grab bars complying with Sections 1115B.8.2 through 1115B.8.4. Sec 11158.7.1.4 SANITARY FACILITY FIXTURES & ACCESSORIES 1. The height of accessible water closets shall be a minimum of 17" and a maximum of 19" measured to the top of a maximum 2" high toilet seat, except that 3" seats shall be permitted only In alterations where the existing fixture is less than 15" high, Sec 1502 2. A clear floor space 30" by 48" shall be provided in front of a lavatory to allow a forward approach. Such clear floor space shall adjoin or overlap an accessible route and shall extend into knee and toe space underneath the lavatory. Sec 11158.9.1.1. Fig 11B-18. 3. Lavatories, when located adjacent to a side wall or partition shall be a minimum of 18" to the centerline of the fixture. Sec 1504.1. Fig 11B-IA. 4. All lavatories that are designated to be accessible shall be mounted with the rim or counter edge no higher than 34" above the finished floor and with a vertical clearance measured from the bottom of the apron or outside bottom edge of the lavatory of 29", reducing to 27" at a point located 8" back from the front edge. Knee clearance below the lavatory shall extend a minimum of 30" in width by 17" in depth. Toe clearance shall be the some width and shall be a minimum of 9" high from the floor and a minimum of 11" deep from the front of the lavatory. Sec 1504.1 5. Hot water and drain pipes accessible under lavatories shall be Insulated or otherwise covered. There shall be no sharp or abrasive surfaces under lavatories. Sec 1504.2 6. Where urinals are provided, at least one shall have a clear floor space 30" by 48" in front of the urinal to allow forward approach. Sec 111513.9.4 7. Urinals shall be floor mounted or wail hung. Where one or more wall hung urinals are provided, at least one with a rim projecting a minimum of le from the wail and at a maximum of 17" above the floor shall be provided. Sec 1503.1 8. Controls for water closet flush valves shall be mounted on the wide side of toilet areas. Sec 1502 9. Water closet and urinal flush valve controls, and faucet and operating mechanism controls, shall be operable with one hand, shall not require tight grasping, pinching, or twisting of the wrist, and shall be mounted no more than 44 above the floor. Sec 1502. 1503.2. & 1504.3 10. The force required to activate water closet and urinal flush valve controls, and faucet and operating mechanism controls, shall be no greater than 5 lbf. Electronic or automatic flushing controls are acceptable and preferable. Sec 1502, 1503.2, & 1504.3 11. Self -closing faucet control valves are allowed If the faucet remains open for at least 10 seconds. Sec 1504.3 12. Mirrors shall be mounted with the bottom edge no higher than 40" from the floor. Sec 1115B.9.1.2 13. Where towel, sanitary napkins, waste receptacles, and other similar dispensing and disposal fixtures are provided, at least one of each type shall be located with all operable parts, including coin slots, within 40" from the finished floor. Sec 11158.9.2 14. Toilet tissue dispensers shall be located on the wall within 12" of the front edge of the toilet seat and no lower than 19" from the floor. Dispensers that control delivery or that do not permit continuous paper flow shall not be used. Sec 11158.9.3. Fig 118-1A. 15. Toilet room floors shall have a smooth, hard, non -absorbent surface such as Portland cement, concrete, ceramic the or other approved material which extends upward onto the wails at least 5". Walls within water closet compartments and walls within 24" of the front and sides of urinals shall be similarly finished to a height of 48" and, except for structural elements, the materials used In such walls shall be a type which Is not adversely affected by moisture. Sec 1115B.9.5 NL3 1 L" 1 NU I L. *NOTE: ALL FIXTURES AND FINISHES ARE EXISTING TO REMAIN UNCHANGED "AMERICAN SPECIALTIES, INC." (OR EQUAL) INTER--LOK STAINLESS STEEL FRAMED MIRROR MODEL NO. 0600-A. CONTRACTOR TO FIELD VERIFY APPROXIMATE WIDTH. STONE COUNTERTOPS W/ UNDERCOUNTER MOUNT SINKS & BOBRICK B-8226 LAVATORY MOUNTED SOAP DISPNSER. TOILET FIXTURE AND URINAL, LOCATIONS SHOWN IN EXISTING LOCATIONS. PAINT TILE STAINLESS COMBINATIONS TOWEL DISPENSER AND WASTE RECEPTACLE, BOBRICK B--3944, T 3"x6" SURFACE BULL NOSE AT VERTICAL EDGE, THiS LOCATION ONLY. $�D PLASTIC LAMINATE NOT USED i 0 FULL WIDTH MIRROR FROM TOP OF 4" SPLASH ON 34" H COUNTER TO 7'-0" AFF. NOT USED PLASTIC LAMINATE COUNTERS WITH SELF -RIMMING SINKS. "AMERICAN SPECIALTIES, INC." (OR EQUAL) RECESSED FEMININE PRODUCT DESPENSER MODEL NO. 6468. TENANT SHALL SPECIRY COIN OPERATION DENOMINATION. (WOMEN'S RESTROOM ONLY) "AMERICAN SPECIALTIES, INC." (OR EQUAL) BARRIER FREE TOILET MODEL NO. 3043.102, WHITE, W/ NEW SLOAN FLUSH VALVE ROYAL NO. 111. 1 1 VJ "AMERICAN SPECIALTIES, INC." (OR EQUAL) TOILET MODEL NO. `• J 2243.015, WHITE, W/ NEW SLOAN FLUSH VALVE ROYAL NO. 111. "AMERICAN SPECIALTIES, INC." (OR EQUAL) BARRIER FREE URINAL MODEL NO. 6561.017, WHITE, W/ NEW SLOAN FLUSH VALVE ROYAL NO. 186--1. "AMERICAN SPECIALTIES, INC." (OR EQUAL) UNDER COUNTER LAVATORY MODEL NO. 0496.011 W/ NEW "JUST" FAUCET/LEVER HANDLES MODEL NO. J--1174-KS, POLISHED CHROME FINISH W/ BOBRICK B-8226 LAVATORY MOUNTED SOAP DISPENSER. $ BBORiCK B-357 PARTITION MOUNTED TOILET SEAT COVER DISPENSER, SANITARY NAPKIN DISPOSAL & TOILET TISSUE DISPENSER. (SERVES TWO TOILET COMPARTMENTS) BBORICK B-357 PARTITION MOUNTED TOILET SEAT COVER DISPENSER & TOILET TISSUE DISPENSER. (SERVES TWO TOILET COMPARTMENTS) NOT USED SANITARY FACILITIES (GENERAL) NOTE: Fully dimension all sanitary facilities and fixtures, including floor dimensions and fixture elevation dimensions. 1. Sanitary facilities that serve buildings, facilities or portions of buildings or facilities that are required to be accessible to persons with disabilities are required to be accessible. Sec 11158.1 2. Where separate facilities are provided for non -disabled persons of each sex, separate facilities shall be provided for persons with disabilities of each sex also. Where unisex facilities are provided for persons without disabilities, at least one unisex facility shall be provided for persons with disabilities within close proximity to the non -accessible facility. Sec 1115B.2 3. Where facilities are to be used solely by small children, the specific heights may be adjusted to meet their accessibility needs. See Table 158-5,1 for suggested mounting heights. Sec 1115B.3 NOTE: The Division of the State Architect, Office of Regulation Services, recommends the following dimensions as adequately serving the needs of children In projects under our jurisdiction. These recommendations are based on the federal "Recommendations for Accessibility for Children in Elementary School" and other recognized publications on access for children. A = adult dimensions (age 12 and over) E - elementary dimensions K - kindergarten and pre-school dimensions TABLE 158-&1 A E K Toilet centering from wail 18" 15"* 12"* Toilet seat height 17"-19" 15" 10"-12" Grob bar height(side) 33" 27"* 20"-22" Toilet paper in front of toilet 12" Max. 6" max.* 6" Max.* Napkin disposal In front of toilet 12" Max. 12" Max, N/A Dispenser or mirror height 40" Max, 36" Max. 32" Max. Lavatory/sink top height 34" Max. 29" Max. 24" Max. Lavatory/sink knee clearance 29" Min. 24" Min. 19" Min. Urinal lip height 17" Max. 15" Max. 13" Max. Urinal flush handle height 4e Max. 37" Max. 32" Max, Drinking fountain bubbler height 36" Max. 32" Max. 30" Max. Drinking fountain knee clearance 27" Min. 24" Min. 22" Min, Ramp/stair handrail height =3e-3e 27" 22" * Deviates from code requirements and requires a written finding of unreasonable hardship. ** Handle heights are for manually activated valves only, 4. Doorways leading to men's sanitary facilities shall be Identified, by an equilateral triangle 1 /4" thick with edges 12" long and a vertex pointing upward Women's sanitary facilities shall be Identified by a circle 1/4" thick and 12" in diameter. Sec 11158.5 5. Unisex sanitary facilities shall be Identified by a circle 1 /4" thick, 12" in diameter, with a Ile thick triangle superimposed on the circle and within the 12" diameter. Sec 11158.5 6. Geometric (circle & triangle) symbols on sanitary facility doors shall be centered on the door at a height of 60" and their color and contrast shall be distinctly different from the color and contrast of the door. Sec 11158.5 NOTE: See also Section 11178.5.9 for additional signage requirements applicable to sanitary facilities. a s 0 O V C a M V A I N T E R I 0 R S A R C H I T E C T U R E E S P A C E P L A N N I N G 3' 21E51 MICHELSOW MRIVE: SUITE 140 7C1RZVI1V'M, CA 'f3%aEi1.2 U 0 is E O O FOR PACTRUST 15350 SW SEQUOIA PKWY SUITE 300 PORTLAND OR, 97224 a REVISIONS BY >, A P.C.C. 1 1 .15.04 .L: S Z "N :Q v Is ISSUED FOR APPROVAL ISSUED FOR BIDDING ISSUED FOR PLAN CHECK ISSUED FOR ENGINEERING ISSUED FOR CONSTRUCTION G O N �S,cO ARC T MiCHAE VOL NO. C-19 4 REN.1-31-07 0 DRAWN BY: KH CHECKED BY: MV 9 PLOT DATE: 03.30.04 6 a JOB NO,: 24154 COMPUTER FILE NO.: 24154-CD 'Q ENLARGED RESTROOM PLANS E FOR REFERENCE ONLY A01 0 e /V .0 Z1, fA AA. ........... R.ESTROOM I L S3/8 CALE: " = 1 _0" i fol 1,18 Oki V-0-ICALE: 3/8" = it-00 FOR REFERENCE ONLY 42" MIN. 2" + F---- kX. RESTROOM ELEVATION FORSCALE: 3/8" V-0" REFERENCE ONLY _7 ii-CALE: 3/8" = V-13" FOR REF - LRLNCE ONLY RESTROOM ELEVATION SCALE: 3/8" = V-0" FOR REFERENCE ONLY %-fCALE: 3/8"FOR LIM f?ESTROO EY -NOTES *NOTE: ALL FIXTURES AND FINISHES ARE EXISTING TO REMAIN UNCHANGED "AMERICAN SPECIALTIES, INC.- (OR EQUAL) INTER-LOK STAINLESS STEEL FRAMED MIRROR MODEL NO. 0600-A. CONTRACTOR TO FIELD VERIFY APPROXIMATE WIDTH. STONE COUNTERTOPS W/ UNDERCOUNTER MOUNT SINKS & BOBRICK B-8226 LAVATORY MOUNTED SOAP DISPNSER. TOILET FIXTURE AND URINAL LOCATIONS SHOWN IN EXISTING LOCATIONS. IIII,-v (�) PAINT TILE STAINLESS COMBINATIONS TOWEI, DISPENSER AND WASTE RECEPTACLE, BOBRICK B-3944. T 3" 6" SURFACE BULL NOSE AT VERTICAL EDGE, THIS LOCATION ONLY. PLASTIC LAMINATE NOT USED ti FULL WIDTH MIRROR FROM TOP OF 4" SPLASH ON 34" H COUNTER TO 7'-0" AFF. NOT USED PLASTIC LAMINATE COUNTERS WITH SELF -RIMMING SINKS. -AMERICAN SPECIALTIES, INC." (OR EQUAL) RECESSED FEMININE PRODUCT DESPENSER MODEL NO. 6468. TENANT SHALL SPECIFIY COIN OPERATION DENOMINATION. (WOMEN'S RESTROOM ONLY) "AMERICAN SPECIALTIES, INC.- (OR EQUAL) BARRIER FREE TOILET MODEL NO. 3043.102, WHITE, W/ NEW SLOAN FLUSH VALVE ROYAL NO. 111. -AMERICAN SPECIALTIES, INC.- (OR EQUAL) TOILET MODEL NO. 2243.015, WHITE, W/ NEW SLOAN FLUSH VALVE ROYAL NO. 111. -AMERICAN SPECIALTIES, INC (OR"EQUAL) -BARRIER FREE URINAL MODEL NO. 6561.017, WHITE, W/ NEW SLOAN FLUSH VALVE ROYAL NO. 186-1. -AMERICAN SPECIALTIES, INC." (OR EQUAL) UNDER COUNTER LAVATORY MODEL NO. 0496.011 W/ NEW -JUST- FAUCET/LEVER HANDLES MODEL NO. J-1174-KS, POLISHED CHROME FINISH W/ BOBRICK B-8226 LAVATORY MOUNTED SOAP DISPENSER. BBORICK B-357 PARTITION MOUNTED TOILET SEAT COVER DISPENSER, SANITARY NAPKIN DISPOSAL & TOILET TISSUE DISPENSER. (SERVES TWO TOILET COMPARTMENTS) BBORICK B-357 PARTITION MOUNTED TOILET SEAT COVER DISPENSER & TOILET TISSUE DISPENSER. (SERVES TWO TOILET COMPARTMENTS) NOT USED Amim SCALE: 3/8" = V-0" m Am 36" MIN. 2 O m v A Z I N T E R 1 0 RS AS-C HI ll(; T U RE yc S P A C E V L A N N I NO micl-EBT-sow T>ftiv' SUVE 140 ia -9t. 0 862-60F C3 0 O O w o F- 0 FOR PACTRUST 15350 SW SEQUOIA PKWY SUITE 300 PORTLAND OR, 97224 V; a. REVISIONS By �&P.C.C. 11.15.04 ISSUED FOR APPROVAL ISSUED FOR BIDDING ISSUED FOR PLAN CHECK ISSUED FOR ENGINEERING ISSUED FOR CONSTRUC110N �Sr.0 AR r1k; i ,ji REN. 1131-07 OF C A DRAWN BY: KH -CHECKED BY: MV PLOT DATE: 03.30.04 JOB NO.: 24154 0 00MPUTER FILE NO.: 24154-CD RESTROOM ELEVATIONS FOR 'REFERENCE -ONLY wir Y CI e !r�lll RESTROOM ELEVATION I iiCALE: 3/8" l'-0- FOR REFERENCE ONLY 6 {, SCALE: 3/81t FOR REFERENCE ON0 r fr f I f Y lvallk. mm SCALE: FOR REf- i CE i - 7111 r r RESTROOM ELE SCALE: 3/8" = l'-O" FOR REFERENCE ONLY 13 6 r.-_-_ � II S � i i -- SCALE: it i il iill ip Fffl" i HOW SCALE 3ie' = l'-0" FOR REFERENCE ONLY m RESTROOM KEY NOTES *NOTE: ALL FIXTURES AND FINISHES ARE EXISTING TO REMAIN UNCHANGED "AMERICAN SPECIALTIES, INC." (OR EQUAL) INTER—LOK STAINLESS STEEL FRAMED MIRROR MODEL NO. 0600—A. CONTRACTOR TO FIELD VERIFY APPROXIMATE WIDTH. STONE COUNTERTOPS W/ UNDERCOUNTER MOUNT SINKS & BOBRICK B--8226 LAVATORY MOUNTED SOAP DISPNSER. TOILET FIXTURE AND URINAL LOCATIONS SHOWN IN EXISTING LOCATIONS. PAINT TILE STAINLESS COMBINATIONS TOWEL DISPENSER AND WASTE RECEPTACLE, BOBRICK B-3944. 3"x6" SURFACE BULL NOSE AT VERTICAL EDGE, THIS LOCATION ONLY. $� PLASTIC LAMINATE NOT USED @ FULL WIDTH MIRROR FROM TOP OF 4" SPLASH ON 34" H COUNTER TO 7— 0" AFF. NOT USED PLASTIC LAMINATE COUNTERS WITH SELF —RIMMING SINKS. 'I3 "AMERICAN SPECIALTIES, INC." (OR EQUAL) RECESSED FEMININE PRODUCT DESPENSER MODEL NO. 6468. TENANT SHALL SPECIFY COIN OPERATION DENOMINATION. (WOMEN'S RESTROOM ONLY) "AMERICAN SPECIALTIES, INC." (OR EQUAL) BARRIER FREE TOILET MODEL NO. 3043.102, WHITE, W/ NEW SLOAN FLUSH VALVE ROYAL NO. 111. "AMERICAN SPECIALTIES, INC." (OR EQUAL) TOILET MODEL NO. 2243.015, WHITE, W/ NEW SLOAN FLUSH VALVE ROYAL NO. 111. "AMERICAN SPECIALTIES, INC." (OR EQUAL) BARRIER FREE URINAL MODEL NO. 6561.017, WHITE, W/ NEW SLOAN FLUSH VALVE ROYAL NO. 186-1. "AMERICAN SPECIALTIES, INC." (OR EQUAL) UNDER COUNTER LAVATORY MODEL NO. 0496.011 W/ NEW "MUST" FAUCET/LEVER HANDLES MODEL NO. J-1174—KS, POLISHED CHROME FINISH W/ BOBRICK B-8226 LAVATORY MOUNTED SOAP DISPENSER. BBORICK B-357 PARTITION MOUNTED TOILET SEAT COVER DISPENSER, SANITARY NAPKIN DISPOSAL & TOILET TISSUE DISPENSER. (SERVES TWO TOILET COMPARTMENTS) BBORICK B-357 PARTITION MOUNTER TOILE SEAT COVER DISPENSER & TOILET TISSUE DISPENSER. (SERVES TWO TOILET COMPARTMENTS) NOT USED 1 I N T E R I 0 R S AR C II I T E C 'T TI RE SPACE PLANNING 2151 MICHET-sol�T 1311.1v'm STR7'T; 140 I+Xx G)-a-sa ae5;z-_-5G�00 v.a.x a52-5000 K c- .s FOR P'AC;TRU ST 15350 SW SEQUOIA PKW) SUITE 300 PORTLAND I OR, 97224 REVISIONS BY P.C.C. 1 1 .1 5.04 o s .Q 3 d ,w d 4 ISSUED FOR APPROVAL ISSUED FOR BIDDING ISSUED FOR PLAN CHECK ISSUED FOR ENGINEERING ISSUED FOR CONSTRUCTION T G O tlf fA � v 79 p ARO`�f MICHAEL VOLK NO. C-19344 tSs� REN.1-31-07 OFCA�I�OQ` a U DRAWN BY: KH CHECKED BY- MV PLOT DATE: 03.30.04 0 JOB NO.: 24154 COMPUTER FILE NO.: 24154--CD q RESTROOM ELEVATIONS FOR REFERENCE ONLY tl A 0 m C v rn 'sA03 E F TF9 F L (D JI ICI lip �—� j L 1. Wit--`--� �-.�-,—�. _�.! IF ------ 7 r- Ic 5 II II - 11 3 rT- it II 4 it LL 7 7 N y------------------ L A L t. LEGEND - EXISTING WALL TO REMAIN — — — — — EXISTING WALL TO BE REMOVED EXISTING POWER/TEL/DATA OUTLET TO BE REMOVED. 00-flifTwIl"ll a I ROD 0 0 �- 1. SEE SHEET GN FOR ADD111ONAL NOTES. 2. EXISTING ITEMS TO REMAIN, U.N.O. PROTECT IN PLACE. 3. CONTRACTOR SHALL MAKE SITE VISIT TO VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTED BID AND SHALL NOTIFY MVA ARCHITECTS OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND PLANS. BID SHALL BE LUMP SUM WITH LINE ITEM BREAKDOWN, 4. CONTRACTOR'S ARE RESPONSIBLE FOR KEEPING JOB SITE AND BUILDING COMMON AREAS CLEAN FROM CONSTRUCTION MATERIAL AND DEBRIS. PROTECT AND COVER EXISTING MINI —BLINDS DURING DEMOLITION/CONSTRUCTION. 5. AT WALLS BEING REMOVED, REMOVE EXISTING WIRING, CABLE AND ALL ABANDONED TELEPHONE AND DATA CABLING BACK TO POINT OF ORIGIN. 6. WHERE DEMOLITION OCCURS, PATCH AND FINISH EXISTING WALLS, FLOORS AND CEILING AS REQUIRED. MATCH RATING AT CORRIDOR PARTITIONS. DAMAGED WALLCOVERING SHALL BE REPLACED TO NEAREST NATURAL BREAK. 7. PATCH AND REPAIR ALL DRYWALL AFFECTED BY DEMOLITION AND NEW CONSTRUCTION OR AS NECESSARY. 8, REPAIR OR REPLACE ANY DAMAGED MINI BLINDS AND CLEAN TO "LIKE NEW" CONDITIONS. 9. EXISTING FINISHES TO REMAIN THROUGHOUT U.N.O. REFER TO FINISH LEGEND SHEET GN FOR NEW FINISH SPECIFICATIONS AND FINISH NOTES. 10, ALL EXISTING DAMAGED FINISH SURFACES SHALL BE PATCHED, PAINTED, REPAIRED OR REPLACED IN KIND (U.N.O.) TO NEAREST NATURAL BREAK. ii. UPON COMPLETION OF PROJECT, ALL SURFACES INCLUDING FLOORS, DOORS/FRAMES, WINDOWS, WALLS, MINI BLINDS, MILLWORK AND PLUMBING FIXTURES SHALL BE CLEANED AND IN "LIKE NEW" CONDITION. I L2J (E) BUILDING COLUMN TO REMAIN. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. REMOVE ELECTRICAL PANEL AND CONDUIT. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. r---' LJ REMOVE EXISTING STOREFRONT SYSTEM. STEEL FRAME OUT OPENING FOR OVERHEAD DOOR INSTALLATION BY TENANT'S CONTRACTOR. (E) FIRE RISER TO REMAIN. PROTECT IN PLACE. Q REMOVE EXISTING STAIR. REMOVE PORTION OF EXISTING WALL FOR NEW DOOR, SEE SHEET A3 FOR DOOR SIZE NOT USED. REMOVE EXISTING PLUMBING FIXTURES. REMOVE AND RELOCATE EXISTING DOOR- AND FRAME. SEE SHEET A3 FOR LOCATION. M V A I K T Z R 1 0 R S A R C H I T E C T U R E S P A C E P L A N N I N G MICIMET-SOX I)MVE! BUTrE 140 <=A ca^4s1:a ae.;a — c5o o 0 fl El FOR o PACTRUST i.5350 SW SEQUOIA PKWY 41 SUITE 300 Ai PORTLAND OR, 97224 7_9 k REVISIONS BY A A Z ISSUED FOR APPROVAL ISSUED FOR BIDDING ISSUED FOR PLAN CHECK ISSUED FOR ENGINEERING ISSUED FOR CONSTRUCTION O ARC jy�T 43 v MICHAE VOLK REN, 1-31-07 �121 op C DRAWN BY: KH CHECKED BY: MV E 2 -�5 .S PLOT DATE: 03.30.04 JOB NO.: 24154 t t COMPUTER FILE No.: 24154—CD FIRST FLOOR DEMOLITION PLAN O O Cis SCALE. 1 "= 10'--0" EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED EXISTING POWER/TEL/DATA OUTLET TO BE REMOVED. 1, 4 1 ]l mz�� 1. SEE SHEET GN FOR ADDITIONAL NOTES. 2. EXISTING ITEMS TO REMAIN, U.N.O. PROTECT IN PLACE. 3. CONTRACTOR SHALL, MAKE SITE VISIT TO VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTED BID AND SHALL NOTIFY MVA ARCHITECTS OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND PLANS. BID SHALL BE LUMP SUM WITH LINE ITEM BREAKDOWN. 4. CONTRACTOR'S ARE RESPONSIBLE FOR KEEPING JOB SITE AND BUILDING COMMON AREAS CLEAN FROM CONSTRUCTION MATERIAL AND DEBRIS. PROTECT AND COVER EXISTING MINI —BLINDS DURING DEMOLITION/CONSTRUCTION: '1 5. AT WALLS BEING REMOVED, REMOVE EXISTING WIRING, CABLE AND ALL ABANDONED TELEPHONE AND DATA I CABLING BACK TO POINT OF ORIGIN. 6. WHERE DEMOLITION OCCURS, PATCH AND FINISH EXISTING WALLS, FLOORS AND CEILING AS REQUIRED. MATCH RATING AT CORRIDOR PARTITIONS. DAMAGED WALLCOVERING SHALL BE REPLACED TO NEAREST NATURAL BREAK. 7. PATCH AND REPAIR ALL DRYWALL AFFECTED BY DEMOLITION AND NEW CONSTRUCTION OR AS NECESSARY. 8. REPAIR OR REPLACE ANY DAMAGED MINI BLINDS AND -mg CLEAN TO "LIKE NEW" CONDITIONS. I 9. EXISTING FINISHES TO REMAIN THROUGHOUT U.N.O. REFER I TO FINISH LEGEND SHEET GN FOR NEW FINISH "I SPECIFICATIONS AND FINISH NOTES. 10. ALL EXISTING DAMAGED FINISH SURFACES SHALL BE PATCHED, PAINTED, REPAIRED OR REPLACED IN KIND (U.N.O.) TO NEAREST NATURAL BREAK.. 11. UPON COMPLETION OF PROJECT, ALL SURFACES INCLUDING FLOORS, DOORS/FRAMES, WINDOWS, WALLS, MINI BLINDS, MILLWORK AND PLUMBING FIXTURES SHALL BE CLEANED AND IN "LIKE NEW" CONDITION. I � � 12, DEMOLISHING MEZZANINE FLOOR SHALL INCLUDE, BUT NOT LIMIT TO: CONCRETE FLOOR SLAB, SUBFLOORS, MEZZANINE FLOOR JOISTS, MEZZANINE FLOOR BEAMS, LIGHT FIXTURES, ELECTRICAL CONDUITS, MECHANICAL DUCKS, PLUMBING PIPES, VENTS. r- 1 (E) BUILDING COLUMN TO REMAIN. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. REMOVE EXISTING METAL STAIR, LANDING, HANDRAILS, POST. I :i NOT USED. REMOVE EXISTING STAIR. 151 EXISTING DEMISING WALL TO REMAIN. 1 I N T E R I 0 R S A R C H I T E C T U R E $ F A C E P L A N N I N G 21 ,1 MIC14RT-so nniVI: SUITE 140 ZRVIZ�Tim, CA 92E32 PH 9�1.9 8�2—PS900 Q 4 FORC L1. T w�yfw O 1 A � H RU i �1+ 5350 SW SEQUOIA PKWY SUITE 300„ PORTLAND tl C3. REVISIONS BY 2 -v m U ^C y v ISSUED FOR APPROVAL. ISSUED FOR BIDDING c ISSUED FOR PLAN CHECK a ISSUED FOR ENGINEERING a ISSUED FOR CONSTRUCTION a Q ��S�D ARCy�T� .a. tl MICHAE VOL NO. C-19 4 " (P REN.1-31-07 SST OF CAS-� © DRAWN BY: KH E CHECKED BY: MV PLOT DATE. 03.30.04 N to JOB NO.. 24154 .p COMPUTER FILE NO.: 24154—CD Q, N Cf (/�� R Q SECOND FLOOR DEMOLITION PLAN A 9 v N N Y i 1-1 IL �'�--il �l E: it rn II 11 :1 E WAREHOUSE 121 MANUFACTURING 45,980 SF 230 OCCUPANTS ALIGN -oftomm"m 1�41m*wm TELEPH NE I m I IT I --Roum If TELEPHONE 21 SF 1OCCUPANTS WOMEN WOMEN 228 SF 2 OCCUPANTS In CONFERENCE CONFERENCE 324SF 22 OCCUPANTS m 0 1 Lll LEGEND EXISTING WALL TO REMAIN NEW FULL HEIGHT WALL FIRE RATED WALL (D EXIT SIGN MOUNT TO WALL OVER DOOR GENERAL NOTES 1. SEE SHEET GN FOR ADDITIONAL NOTES. Oi 2. SEE ARCHITECTURAL DETAILS. 3. CONTRACTOR SHALL MAKE SITE VISIT TO VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTED BID AND SHALL NOTIFY MVA ARCHITECTS OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND PLANS. BID SHALL BE LUMP SUM WITH VESTIBULE STORAGE LINE ITEM BREAKDOWN. 4. ALL WORK PERFORMED SHALL CONFORM WITH BUILDING STORAGE 105 SF STORAGE 26 SF STANDARD MATERIALS AND FINISHES UNLESS NOTED 1 OCCUPANT 1 OCCUPANT OTHERWISE. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES F HAVING JURISDICTION, 6. CONTRACTOR'S ARE RESPONSIBLE FOR KEEPING JOB SITE n- AND BUILDING COMMON AREAS CLEAN FROM CONSTRUCTION STAIR 1 .... .. AIR 0 1T MATERIAL AND DEBRIS. ELEVATOR INTERIORS TO BE 102 I I I I I I I c PROTECTED PRIOR TO TRANSPORTING EQUIPMENT OR I MATERIAL. SF OTHER 153 SF 2 OCCUPANTS TS 7. REPAIR OR REPLACE ANY DAMAGED MINI BLINDS AND CLEAN EXISTING. 1_ HA04L 8. RE —FINISH ALL RE —USED DOORS AS REQUIRED TO MATCH I NEW DOORS. OTHER 58 SF 1 OCCUPANT 9. UPON COMPLETION OF PROJECT, ALL SURFACES INCLUDING FLOORS, DOORS/FRAMES, WINDOWS, WALLS, MINI BLINDS, MILLWORK AND PLUMBING FIXTURES SHALL BE CLEANED AND IN "LIKE NEW" CONDITION. 10, LIGHT AND VENTILATION TO BE PROVIDED FOR CDC SECTION 120-2. MINIMUM OF 15 CFM OF OUTSIDE AIR FOR OCCUPANT REQUIRED. OPEN OFFICE 117 OFFICE 6,104 SF 61 OCCUPANTS MEN j MEN 224 SF 2 OCCUPANTS OFFICE OFFICE 147 SF 1 OCCUPANT OFFICE OFFICE 177 SF 2 OCCUPANTS FROM OFFICE 110 OFFICE 140 SF 1 OCCUPANT 122 uc Da I IDI OFFICE OFFICE OFFICE 158 SF OFFICE 218 SF 2 OCCUPANTS 2 OCCUPANTS FIRST FLOOR PLAI SCALE: 1/8"= l'—O" MR M V A I N T E R 1 0 R S A R C H I T E C T U R E S P A C E P L A N X I N G 2151 :Klc14H;T-3ow 13RIV:m SUM 140 11:e-vil-Tim. cA lo:ae3:L:a 1-14 sa .4. Q E3 0 2 — E5 9 C3 C) FI.A:X 040 ac>;a— f5oow FOR a. PACTRUST A? 15350 SW SEQUOIA PKWY 41 SUITE 300 PORTLAND OR, 97224 f REVISIONS BY 0v A3 ISSUED FOR APPROVAL ISSUED FOR BIDDING ISSUED FOR PLAN CHECK ISSUED FOR ENGINEERING ISSUED FOR CONSTRUCTION KEY NOTES o EXISTING WALL TO REMAIN. AR I LAYER TYPE X GYP BOARD AT UNDERSIDE OF STAIRS NOT MICHAEL ENCLOSED BY 1 HR WALL n 0-193 -iEN, 1-31-07 OF C WE DRAWN BY: KH CHECKED BY: MV PLOT DATE: 03.30.04 JOB NO.: 24154 COMPUTER FILE NO.: 24154-CO FIRST FLOOR FLOOR PLAN Z NORTH I SCALE: 1/8"= V—O" 6 LEGEND EXISTING WALL TO REMAIN NEW FULL HEIGHT WALL I-HR FIRE RATED WALL EXIT SIGN MOUNT TO WALL OVER DOOR GENERAL NOTES 1. SEE SHEET GN FOR ADDITIONAL NOTES. 2. SEE SHEET AD1 FOR ARCHITECTURAL DETAILS. 3. CONTRACTOR SHALL MAKE SITE VISIT TO VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTED BID AND SHALL NOTIFY MVA ARCHITECTS OF ANY DISCREPANCIES BETWEEN FIELD CONDITIONS AND PLANS. BID SHALL BE LUMP SUM WITH LINE ITEM BREAKDOWN. 4. ALL WORK PERFORMED SHALL CONFORM WITH BUILDING STANDARD MATERIALS AND FINISHES UNLESS NOTED OTHERWISE. 5. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES HAVING JURISDICTION. 6, CONTRACTOR'S ARE RESPONSIBLE FOR KEEPING JOB SITE AND BUILDING COMMON AREAS CLEAN FROM CONSTRUCTION MATERIAL AND DEBRIS. ELEVATOR INTERIORS TO BE PROTECTED PRIOR TO TRANSPORTING EQUIPMENT OR MATERIAL 7. REPAIR OR REPLACE ANY DAMAGED MINI BLINDS AND CLEAN EXISTING, 8. RE -FINISH ALL RE -USED DOORS AS REQUIRED TO MATCH NEW DOORS. 9. UPON COMPLETION OF PROJECT, ALL SURFACES INCLUDING FLOORS, DOORS/FRAMES, WINDOWS, WALLS, MINI BLINDS, MILLWORK AND PLUMBING FIXTURES SHALL BE CLEANED AND IN "LIKE NEW" CONDITION. KEYNOTES EXISTING WALL TO REMAIN. I N T E R 1 0 R S A R C H I T E C T U R E S P A C E P L A N N I WG 2151 MIC14HU-sow r)RIVIM St= 140 �:ae3:L� 1' X-1 949 Ea CS;a — C5 0 a a pl_Nx 949 76 O FOR II PACTRUST 15350 SW SEQUOIA PKWY SUITE 300 PORTLAND OR, 97224 K REVISIONS BY -fill ISSUED FOR APPROVAL ISSUED FOR BIDDING ISSUED FOR PLAN CHECK ISSUED FOR ENGINEERING ISSUED FOR CONSTRUCTION II MICHAE VOL, REN. 1-31-07 op C DRAWN BY: KH CHECKED BY. MV PLOT DATE: 03.30.04 JOB NO.: 24154 COMPUTER FILE NO.: 24154-CD SECOND FLOOR PLAN as A4 t ' s�5�, � •�t r rr 3X14 STAIR STRINGERS Ai It O.C., SEE DTL 3 A34" 2 x 4 PTDF SLIVER W/ EMBEDMENT TYP. 2 — 1/2'4 "HIL1i KWIC BOLTS, 3" FROM ENDS, TYP. Imo. ALL WOOD DIRECT CONTACT W/ CONCRETE FLOOR SHALL BE PTDF i `� � � : .. � fit- � � �► �►' 10d 0 rO.C. ELASTCELL LIGHT WEIGHT CONCRETE OVER 3/4' PLYWOOD " PL;W00D 2TYP.~� .2ND FLOOR TOP OF LIGHT WEIGHT CONCRETE IS +14'-0" ABOVE 1st FLOOR SLAB PLYWOOD 2 x 10 FLOOR JOISTS 00 AT 16' O.C. W/ HGR. 2 x STUDS 0 16" W/ 2-2x TOP PLATES 2 x 4 AT MID —LEVEL 2 x 6 AT TOP OF LANDING "SIMPStX+I W HGR" 3 X 14 STAIR STRINGER 012' O.C. MAX, PRE DRILL INSIDE CORNERS PRIOR TO NOTCHING, CUTS MUST NOT GO PAST HOLES STAIR AT SEC LOR 14 TYP. I SM 1 1 f 2"N INTERMEDIATE STEEL TUBE CONC. ® 8 -- W O.0 MAX. r pit •,I s CONCRETE STAIR OR LANDING SCALE 2x4 TYP. d LIIGHELATT�WEIGHT 0 6"1O � CONCRETE /_100 t-- 2X10018" O.C. --- 2 x CONT. BLK'G. 2 x 4 STUD WALL- 2 x 4 STUDS 0 16" STAIR STRINGERS, --' J — STRINGERS, SEE L DTL 3, 6, 8 THIS SIMPSON SHEET SLOPED "W HANGER 4 EACH STRINGER ELASTCEL.L LIGHT WEIGHT CONCRETE OVER 31e PLYWOOD 1 1 /2"N STEEL TUBE HANDRAIL EACH SIDE OF STAIR PRIMED AND PAINTED 5!_5!, SIMPSON "A35" 0 16" 3x14 STAIR STRINGERS 0 12' O.C. t--- DO NOT OVER CUT -----2x BLOCKING SIMPSON "A35" CAD EACH SIDE OF STRINGER 2 x 4 STUDS @ 16" O.C. W/ DBL TOP PLATES a r I :N OFFICE 211 J 1 o .� SLOPE 1 8 F.F. N4A8 CD EPDXY ANCHOR` ' - LONG DOWEL INTO + J DRILLED HOLE 024" O.C. EXIST. TILT —UP 4" MIN. EMBEDED INTO WALL PANEL G i ice` . EXIST FALL f¢p .b ' 90% COMPACTED FILL #4 0 24" O.C. EACH-8" WAY, TYP. 12 # 4 TOP & BOTTOM — EXISTING PAVING SCALE — 3/8"=V—O" Fw-PICAL EXTERIOR CONCRETE STAIR 12 STAIR PLAN 21 1. Stairways shall have hondrails on each side, and every stairway required to be more than 88" in width shall be provided with not less than one intermediate handrail for each 88" of required width. Intermediate handrails shall be spaced approximately equally across the entire width of the stairway. Sec 11338.4.1.1. 2. Handrails shall be 34" to 38" above the nosing of the treads. Sec 11338.4.2.1, Fig 11B-35. 3. Handrails shall extend a minimum of 12" beyond the top nosing and 12" plus the tread width beyond the bottom nosing. Sec 1133B.4.2.2, Fig 118-35 & 37. 4. Where the extension of the handrail In the direction of the stair ran would create a hazard, the termination of the extension shall be made either rounded or returned smoothly to the floor, wall, or post. Where the stairs are continuous from landing to landing, the inner rail shall be continuous and need not extend out Into the landing. Sec 1133B.4.2.4 Fig 118-37. 5. Ends shall be returned or terminate in newel posts or safety terminals. Sec 113384.2.3. Fig IIB-35 & 37. 6. The handgrip portion of handrails shall be not less than 1-1/4" nor more than 1-1/2" In cross sectional nominal dimension or the shape shall provide an equivalent gripping surfoce.The handgrip portion of handrails shall have a smooth surface with no sharp corners. Gripping surfaces (top and sides) shall be uninterrupted by newel posts, other construction elements, or obstructions. Any wall or other surface adjacent to the handrail shall be free of sharp or abrasive elements. Edges shall hove a minimum radius of 1 /8". Sec 1133B.4.2.6.1. Fig 11B-36. 7. Handrails projecting from a wall shall have a space of 1-1/2" between the wall and the handrail. Handrails may be located In a recess if the recess is a maximum of 3" deep and extends at least 18" above the top of the rail. Handrails shall not rotate within their fittings. Sec 1133B.4.2.5, Fig 118-36. & The upper approach and the lower tread of each stair shall be marked by a strip of clearly contrasting color at least 2" wide placed parallel to and not more than 1" from the nose of the step or landing to alert the visually Impaired. The strip shall be of material that Is at least as slip resistant as the other treads of the stair. Sec 1133B.4.4, Fig 118-35. 9. Where stairways occur outside a building, the upper approach and all treads shall be marked by a strip of clearly contrasting color at least 2" wide and placed parallel to and not more than 1 from the nose of the step or landing to alert the visually impaired. The strip shall be of a material that is at least as slip—resistont as the other treads of the stair. A pointed strip shall be acceptable. Sec 11338.4.4. Fig 118-35. 10. All tread surfaces shall be slip —resistant. Weather exposed stairs and their approaches shall be designed so that water will not accumulate on walking surfaces. Treads shall have smooth, rounded, or chamfered exposed edges, and no abrupt edges at the nosing dower front edge). Sec 11338.4.5.1, Fig 11B-35. 11. The nosing shall not project more than 1-1/2" post the face of the riser below. Sec 11338.4.5.2. Fig 118-35. 12. Open risers are not permitted. On any given flight of stairs, all steps shall have uniform riser height and uniform tread widths consistent with 1006.3. Stair treads shall be no less than 11" deep, measured from riser to riser. Risers shall be sloped or the underside of the nosing shall have an angle not less than 60 degrees from the horizontal. Sec 11338.4.5.3. Fig 118-35. 13. Approved stairway identification signs shall be located at each floor level in all enclosed stairways In buildings four or more stories In height, two or more stories In height for DSA/AC requirements. The sign shall Identify the stairway, Indicate whether there Is roof access, the floor level, and the upper and lower terminus of the stairway. The information shall be presented using raised Arabic numerals and raised braille symbols which conform to Section 1117B.5.2. The sign shall be located approximately 5' above the floor landing in a position which is readily visible when the door is in the open or closed position or as required by DSA/AC the sign shall be located approximately 5' above the floor landing Immediately adjacent to the door on the strike side. Signs shall comply with the requirements of UBC Std. No. 10-2. Sec 1006.16 EXISTING DOOR TO REMAIN WALL ALIGNED WITH EXISTING STRUCTURAL_ GRID CONSTRUCT WALL PROVIDING CLEARANCE FOR EXISTING DOOR M V A I N T E R I C R S A R C H I T E C T U R E S P A C E P L A N N I N G 2181 Mlclqni.solll r.)niv]m SU= 140 zrvxra�> C.A. saF3x 1�x-1 af5%B— .15G0oo Er'd.�: 949 8�2-39G7J G, R .Q FOR Z a 5350 SW SEQUOIA PKWY, SUITE 300 PORTLAND OR, 97224 a REVISIONS BY � :49 a{E141 ;,< , kt ..4, �01 G ISSUED FOR APPROVAL ISSUED FOR BIDDING ISSUED FOR PLAN CHECK ISSUED FOR ENGINEERING Q ISSUED FOR CONSTRUCTION 0 a AF3C�, MICHAEL 4, VOLK Nil. C-1 REM -3 - 7 OF CA����� U DRAWN BY. KH CHECKED BY. MV PLOT DATE: 03.30.04 a JOB NO.: 24154 COMPUTER FILE NO.: 24154—CD STAIR PLANS & DETAILS ilw ip* im cm-14 tim EXISTING ROOF SHEATHING EXISTING 2x PURLIN EXISTING BEAM TERMINATE DRYWALL AT IV—O" AFF 4" x 18 GA. SLOTTED TOP TRACK BY "METAL-LITE" SECURED TO EA. SUBPURLIN 0 2e O.C. W/ # 10 SCREW & STAND OFF WASHER MIN. 1/2" LONG SELF -DRILLING SHEET METAL SCREWS (1) PER STUD EA. SIDE. 5/8- TYPE -X" GYP. BD. EACH SIDE I OFFICE] Li CEMCO METAL STUDS (f) ICBO REPORT NO. 3403P D 6" 0 16" O.C. SEE CEMCO SCHEDULE 0 R-11 INSULATION Lij ry MIN. 1/2- LONG SELF -DRILLING t SHEET METAL SCREWS (1) PER STUD EA. SIDE. EXISTING SECOND FLOOR SUBFLOOR TERMINATE DRYWALL AT 10*-0" AFF EXISTING BEAM /--18 GA. DEEP LEG TRACK ATTACHED TO STEEL BEAM W1 0.145-0 SHOT PIN STAGGER 0 24" O.C. ,-MIN, 1/2" LONG SELF -DRILLING SHEET METAL SCREWS (1) PER STUD EA. SIDE. R-11 INSULATION 5/8- TYPE -X- GYP. BD. EACH SIDE I OFFICE] CEMCO METAL STUDS ICBO REPORT NO. 3403P 6" 0 16" O.C. SEE CEMCO SCHEDULE "A MO" 5/32" DIA. M�IETAL J*RACK WVNK 0.1563 DIA. S A FASTENERS (ER 14C.B.0, REPORT NO. 1639 0 48 O.C. MAX. -MIN. 1/2" LONG SELF -DRILLING SHEET METAL SCREWS (1) PER STUD EA. SIDE. CONCRETE FLOOR FULL -HEIGHT PERIMETER WALL A A m R-11 BATT INSULATION 3 5/8" x 20 GA. METAL STUDS 0 2e O.C. UP TO 16'-1" MAX. BY CEMCO PER ICBO 3403-P 5/8" TYPE Y GYP. BD. BOTH SIDES OF METAL STUDS SEE DETAIL 12 FOR ATTACHMENT FINISH FLOOR LINE SCALE - 3"=I'-O" no 16001"vialzi BMW WALL INnLL DETAIL WALL-INF-01 0 'h* 0111:4 SCREW AND WASHER METAL STUD 18 GA. SLOTTED TOP TRACK BY SLIPTRACK SYSTEMS, INC. # 6 SCREW AT CENTER OF SLOT W/STAND-OFF WASHER, TYP. EACH STUD BOTH SIDES METAL STUDS PER WALL SECTION SCALE - 3*=1'-0'* VERIFY TYPE AND SIZE OF EXISTING WALL FRAMING IN FIELD NEW METAL TRACK TO MATCH THICKNESS OF EXISTING FRAMING. ATTACH TO EXISTING FRAMING W/ #8 S.M.S. 5/8" TYPE Y GYP. BD. EACH SIDE OF METAL STUD FRAMING NEW 25 GA. METAL STUD FRAMING 0 16" O.C. TO MATCH WIDTH OF EXISTING FRAMING EXISTING 5/8- GYP. BD. EACH SIDE OF WALL SCALE - 3"=1'-O" K Ell M V A I X T E R 1 0 R S AR C H I T E C T U RE S P A C E P L A N N I N G 2151 Mlcl-IML�sow X>l-.lvB; SUITE 140 x3Fe--7xT'T:E;' C---4s- l32e33.2 r-- 1-1 %a 4- sa E3 es $a — E5 S00 Fllkx 1949 852— C5909 E FOR Z PACTRUST 15350 SW SEQUOIA PKWY SUITE 300 PORTLAND OR, 91224 REVISIONS By RWA A "N A2 A& ;­ ki"Is ISSUED FOR APPROVAL ISSUED FOR BIDDING ISSUED FOR PLAN CHECK ISSU D FOR ENGINEERING ISSUED FOR CONSTRUCTION N AF? MICHAE VOL NO. C-1 REN, 1-31 7 -C DRAWN BY: KH / RGP CHECKED BY. mv PLOT DATE: 03.30.04 JOB NO.: 24154 COMPUTER FILE No.: 24154-CD rn ARCHITECTURAL DETAILS O MAD1 GENERAL REQUIREMENTS: FOUNDATION: CONCRETE CONT.: REINFORCING STEEL: 1. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE 1. EXCAVATE FOR FOUNDATIONS TO THE DEPTHS SHOWN ON THE DRAWINGS 2. PROPORTIONING: 1. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60, AND WRITTEN CONSENT OF THE ENGINEER OR ARCHITECT: BELOW UNDISTURBED SOIL OR COMPACTED EARTH, 18" MINIMUM UNLESS UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL BE FROM OTHERWISE NOTED. SEE SOILS REPORT FOR PAD AND FOOTING A. GENERAL: IDENTIFIED STOCK WITH MILL ANALYSIS SUPPLIED. ALL DOWELS, #4 2. ALL DIMENSIONS CONTROLLED BY EXISTING CONDITIONS SHALL BE VERIFIED COMPACTION REQUIREMENTS, IF APPLICABLE. CONCRETE FOR ALL PARTS OF THE WORK SHALL BE OF THE OR SMALLER MAY CONFORM TO ASTM A-615 GRADE 40. BY THE CONTRACTOR AT THE SITE. SPECIFIED QUALITY CAPABLE OF BEING PLACED WITHOUT a 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING, ETC. EXCESSIVE SEGREGATION AND, WHEN HARDENED, OF DEVELOPING 2. DOWELS SHALL BE PROVIDED AT POUR AND CONSTRUCTION JOINTS AND 3. CONSTRUCTIONS AND MATERIALS SHALL COMPLY WITH AND BE INSTALLED IN NECESSARY TO SUPPORT CUT AND/OR FILL BANKS DURING EXCAVATION, ALL CHARACTERISTICS REQUIRED BY THESE SPECIFICATIONS AND SHALL BE THE SAME SIZE AND SPACING AS THE REINFORCING SHOWN M 'v' ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED AND FOR FORMING AND PLACEMENT OF CONCRETE. THE CONTRACT DOCUMENTS. FOR THE SUBSEQUENT CONSTRUCTION, UNLESS OTHERWISE NOTED. PUBLIC AUTHORITIES HAVING JURISDICTION, INCLUDING ALL COUNTY AND I N T E R I o R s LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL 3. CARE SHALL BE TAKEN NOT TO OVEREXCAVATE FOUNDATION AT LOWER B. STRENGTH: 3. REINFORCING SHALL HAVE THE FOLLOWING MINIMUM COVER: ACCIDENT COMMISSION, OSHA. ELEVATION. PREVENT DISTURBING SOILS AROUND FOOTINGS AT HIGHER 4 ARCHITECTURE ELEVATION. THE SPECIFIED COMPRESSIVE STRENGTH OF THE CONCRETE {F'c} A. CONCRETE CAST AGAINST EARTH. . . . . . . 3" SPACE Q L A NN i NG 4. GENERAL CONTRACTOR SHALL VISIT; THE JOB SITE AND VERIFY ALL GRADES, FOR EACH PORTION OF THE STRUCTURE SHALL BE AS DESIGNATED B. SLAB ON GRADE . . . . . . . . . CENTER (FOR ONE LAYER) DAY 2151 MICHELSON DRIVE STRENGTH REQUIREMENTS SHALL BE BASED ON 28- DIMENSIONS, AND CONDITIONS PRIOR 10 BIDDING; AND COMMENCING 4. FILLING AND BACKFILLING SHALL BE INSPECTED AND APPROVED BY THE BELOW. SUITE 140 CONSTRUCTION. PROJECT SOILS ENGINEER PRIOR TO FORMING. COMPRESSIVE STRENGTH, UNLESS A DIFFERENT TEST AGE IS IRVINE,cA92712-1311 SPECIFIED. 4. WHEN REQUIRED WELDING OF REINFORCING STEEL SHALL CONFORM TO �+ II f, CA 2712-13 "STRUCTURAL WELDING CODE - REINFORCING STEEL" (AWS D1 - 4-79) FAX (949)852-5909 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL 5. ALL FILL AND BACKFILL MATERIAL SHALL BE APPROVED BY THE SLAB -ON -GRADE 2500 PSI THE MILL ANALYSIS SHALL INCLUDE THE CARBON EQUIVALENCE TO WORK, INCLUDING THAT OF ALL SUB -TRADES. PROJECT SOILS ENGINEER, CONT. FTG'S 2500 PSI ESTABLISH WELDABILITY. NO WELDING SHALL BE DONE AT THE BEND PAD ETG'S 2500 PS! IN A BAR. WELDING OF CROSS BARS (TACK WELDING) SHALL NOT BE 6. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY 6. FILLING AND BACKFILLING SHALL BE COMPACTED TO A MINIMUM OF 90% PERMITTED EXCEPT AS AUTHORIZED OR DIRECTED BY THE ENGINEER. OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. OR MORE IF SO NOTED, OF MAXIMUM DENSITY IN ACCORDANCE WITH THE DRYPACK OR GROUT FOR BASE PLATES 4000 PSI SOILS REPORT AND ASTM TEST METHOD D-1557-78. FLOODING 5. ALL CONTINUOUS BARS OR DOWELS OF #3 THRU #6 IN SIZE SHALL !AP 7. ALL WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE BACKF(LL IS NOT PERMITTED. C. SLUMP; 40 BAR DIAMETERS IN CONCRETE AND MASONRY, UNLESS OTHERWISE CALIFORNIA BUILDING CODE (LATEST ADOPTED EDITION) OR OTHER APPLICABLE UNLESS OTHERWISE PERMITTED OR SPECIFIED THE CONCRETE NOTED. FOR BARS LARGER THAN #6, SEE PLAN FOR SPLICE DETAILS. GOVERNING CODES AND BUILDING ORDINANCES. 7. WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATION PRIOR TO WIRE MESH SHALL LAP MINIMUM OF 12". PLACING OF CONCRETE... CARE SHALL BE TAKEN SO AS NOT TO DRY OUT SHALL BE PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF 4 IN. OR LESS IF CONSOLIDATION IS TO BE BY VIBRATION 5 IN. 8. ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS UNDERLYING NATURAL SOILS. OR LESS IF CONSOLIDATION IS TO BE BY METHODS OTHER THAN 6. BARS SHALL BE CLEAN OF RUST, GREASE OR OTHER MATERIAL LIKELY ACCUMULATED AS A RESULT OF THEIR OPERATION. ALL SCRAP, DEBRIS, AND VIBRATIONS. WATER CEMENT RATIO IS TO BE 0.6 MAX TO IMPAIR BONDING. BENDS SHALL BE MADE COLD. � OTHER EXCESS MATERIAL SHALL BE REMOVED FROM THE BUILDING SITE. 8. A 6 MIL (MINIMUM) PLASTIC MEMBRANE SHALL BE PLACED ON THE PREPARED PAD SUBGRADE IN ALL AREAS AS SHOWN ON THE DRAWINGS D. MAXIMUM SIZE OF COARSE AGGREGATE: 7. CONTINUOUS INSPECTION OF CONCRETE SHALL BE SCHEDULED SO THAT (�"� 9. THE OWNER SHALL HAVE THE RIGHT TO MAKE CERTAIN CHANGES IN THE WORK WHERE FLOOR COVERINGS ARE TO BE INSTALLED, UNLESS OTHERWISE PLACEMENT OF REINFORCING STEEL, CONDUIT, SLEEVES, AND EMBEDDED f's h AND THE CONTRACT AMOUNT SHALL BE ADJUSTED ACCORDINGLY. HOWEVER, NOTED. PLACE 2" OF CLEAN SAND OVER MEMBRANE. SEE SOILS THE NOMINAL MAXIMUM SIZE OF THE AGGREGATE SHALL NOT BE ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDS n THE GENERAL CONTRACTOR SHALL NOT PROCEED WITH ANY CHANGES WITHOUT REPORT FOR ADDITIONAL REQUIREMENTS. MORE THAN ONE -FIFTH OF THE NARROWEST DIMENSION BETWEEN OF REINFORCING STEEL. THE WRITTEN APPROVAL OF THE OWNER. SIDES OF THE FORMS, ONE-THIRD OF THE DEPTHS OF SLABS, NOR 9.GENERAL AND CONCRETE SUB -CONTRACTOR SHALL REVIEW AND THREE -FOURTHS OF THE MINIMUM CLEAR SPACING BETWEEN 8. ALL REINFORCING STEEL LAPS OR SPLICES SHALL BE AS INDICATED ON g 10. ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS EQUAL FAMILIARIZE THEMSELVES WITH THE SOILS REPORT AND THE CONTENTS REINFORCING BARS. THESE LIMITATIONS MAY BE WAIVED IF, IN PLANS. WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFIED, LAPS ALTERNATES ARE APPROVED IN WRITING BY THE OWNER. vi OF SOILS REPORT SHALL BE MAQE A PART OF THESE DRAWINGS. THE JUDGMENT OF THE ENGINEER, WORKABILITY AND METHODS OF OR SPLICES SHALL BE WELL STAGGERED. � CONSOLIDATION ARE SUCH THAT THE CONCRETE CAN BE PLACED 11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING 10. THE SOILS REPORT IN ITS ENTIRETY SHALL BE INCLUDED AS PART OF WITHOUT HONEYCOMB OR VOIDS. 9. ALL FIELD WELDED REINFORCING STEEL SHALL CONFORM TO ASTM A-706 �- BRACING DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL LOADS TO,tl THE CONTRACT DOCUMENTS. FOR RECOMMENDED SOIL BEARING GRADE 60. WELDING SHALL BE PERFORMED BY BUILDING DEPARTMENT WHICH THE STRUCTURE MAY BE SUBJECTED. PRESSURE, FOUNDATION MATERIAL AND SITE GRADING, SEE SOILS AND E. ADMIXTURES: APPROVED CERTIFIED WELDERS USING E70XX ELECTRODES. ALL FIELD 1 0 GEOLOGICAL REPORT BY GEO-ETKA, INC.: WELDING SHALL BE CONTINUOUSLY INSPECTED BY A REGISTERED DEPUTY 91 12. SEE ARCHITECTS SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, IF JOB# F-10120-04 INSPECTOR AT THE EXPENSE OF THE GENERAL CONTRACTOR UNLESS A o APPLICABLE. DATED: JUNE 18, 2004 IF PERMITTED, ADMIXTURES USED SHALL BE SUBJECT TO THE LIMITATIONS BELOW: PRIOR AGREEMENT IS NEGOTIATED WITH THE OWNER. E 13. ANY REFERENCE TO THE WORDS APPROVE, APPROVED, OR APPROVAL IN THESE UESIGN Y UES: THE AMOUNT OF CALCIUM CHLORIDE SHALL NOT EXCEED 2 DOCUMENTS SHALL BE HERE DEFINED TO MEAN .GENERAL ACCEPTANCE OR 1. .�. SOIL BEARING PRESSURES: 1400 PSF. PERCENT BY WEIGHT OF CEMENT. THE AMOUNT OF CALCIUM REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUB- CHLORIDE SHALL BE DETERMINED BY THE METHOD STRUCTURAL CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS STR.y CT V RAL STEEL: � LL DESCRIBED IN AASHTO T260-78. i 0 OR LABOR SPECIFIED. SEISMIC FACT©RS (.jj 14. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED SOIL PROFILE TYPE: TYPE Sd 2. FOR PRESTRESSED CONCRETE AND FOR ALL CONCRETE WHICH 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS Z SEISMIC ZONE .FACTOR: 0.4 WILL CONTAIN EMBEDMENTS OF OR REMAIN IN CONTACT OF ASTM AND SHALL BE FABRICATED ACCORDING TO STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION.` THE AISC PRACTICE AND SPECIFICATIONS FOR BUILDING. 0 CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY SEISMIC COEFFICIENTS: Ca=0.528 Cv=0.768 WITH ALUMINUM OR GALVANIZED METAL, IT SHALL BE w RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, SEISMIC SOURCE TYPE: TYPE B DEMONSTRATED BY TEST THAT THE MIXING WATER OF THE 2. PLATES & BARS SHALL CONFORM TO ASTM A-36 AND PROCEDURES, INCLUDING, BUT NOT LIMITED TO BRACING AND SHORING. CONCRETE, INCLUDING THAT CONTRIBUTED BY THE OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ' AGGREGATES AND ANY ADMIXTURES USED, WILL NOT 3. STRUCTURAL SHAPES SHALL CONFORM TO ASTM A-992. ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE CONTAIN A DELETERIOUS AMOUNT OF CHLORIDE ION, Fy = 46 PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT UNLESS PROTECTIVE MEASURES ACCEPTABLE TO THE 4. TUBE MEMBERS SHALL CONFORM TO ASTM A-500, GRADE B ( SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER DURING THE ENGINEER ARE PROVIDED. KSI) PIPE COLUMNS SHALL CONFORM TO ASTM A-53, GRADE B. CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED 3. ALL ADMIXTURES SHALL BE IN ACCORDANCE WITH THE FOR INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT MANUFACTURER'S INSTRUCTIONS EXCEPT AS OTHERWISE 5. WELDING SHALL CONFORM WITH THE LATEST ADDITION OF THE WELDING SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, WHETHER OF CODE AW5D1.1. USE APPROVED ELECTRODES CONFORMING WITH MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY SPECIFIED HEREIN. ASTM A-233. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS CONTROL AND IN ACHIEVING COMPLIANCE WITH CONTRACT DOCUMENTS, DO NOT APPROVED BY THE BUILDING DEPARTMENT. ALL FIELD WELDING SHALL PACTRUST S►T SELECTION OF PROPORTIONS: GUARANTEE CONTRACTORS PERFORMANCE AND SHALL NOT BE CONSTRUED AS F. BE CONTINUOUSLY INSPECTED BY A REGISTERED DEPUTY INSPECTOR, 15350 SW SEQUOIA PKWY THE PROPORTIONS OF INGREDIENTS SHALL BE SUCH AS TO SUITE 300 SUPERVISION OF CONSTRUCTION. CONCRETE: AT THE EXPENSE OF THE GENERAL CONTRACTOR UNLESS A - 15. THE SHOP DRAWING REVIEW PROCESS BY THIS ENGINEER WILL ONLY COMMENCE PRIOR AGREEMENT 15 NEGOTIATED WITH THE OWNER. � PRODUCE A MIXTURE WHICH WILL WORK READILY INTO THE PORTLAND OR ; u ALL CONCRETE. CONSTRUCTION SHALL COMPLY WITH THE LATEST ADOPTED � _ AFTER THE SUBMITTED. FABRICATION OR SHOP. DRAWING HAVE BEEN AS FOLLOWS: EDITION OF THE ACI CODE AND SPECIFICATIONS (AC( 318-95, ACi 301-95). CORNERS AND ANGLES OF THE FORMS AND AROUND REINFORCEMENT 6 UNLESS OTHERWISE NOTED, ALL SHOP AND FIELD BOLTED CONNECTIONS s 97224 BY THE METHODS OF PLACING AND CONSOLIDATION EMPLOYED ON a A. INITIALLY REVIEWED AND ACCEPTED AS CONFORMING WITH THE THE FOLLOWING NOTES ARE PROVIDED FOR USE AS A GUIDE TO ALL SHALL BE IN ACCORDANCE WITH USING UNFINISHED AMERICAN STANDARD THE WORK, BUT WITHOUT PERMITTING THE MATERIALS TO REQUIREMENTS. REGULAR BOLTS CONFORMING TO ASTM-307. STRUCTURAL CONSTRUCTION DRAWINGS BY THE RESPONSIBLE SUPERVISOR SEGREGATE OR EXCESSIVE FREE WATER TO COLLECT ON THE c AND DRAWING CHECKER WITH THEIR SIGNATURES. 1. MATERIALS FOR CONCRETE: SURFACE., Cg 7. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE REVIEWED BY THE PPROVED AND ACCEPTED WITH A STAMP FROM THE GENERAL CONTRACTOR. t��c A. CEMENT SHALL CONFORM TO THE APPROPRIATE SPECIFICATION STRUCTURAL ENGINEER PRIOR TO FABRICATION. A 0 TH ON I C 3. CONCRETE FLOOR SLABS ON GRADE SHALL BE 4" THICK {UNLESS REVISIONS BY ,€ LISTED BELOW. a� jfK pe 16. STRUCTURAL OBSERVATION WILL BE PERFORMED BY AN ENGINEER OR OTHERWISE NOTED). SLABS WHICH ARE TO RECEIVE RESILIENT S A 8. ALL EXPOSED WELDS SHALL BE FILLED AND GROUND SMOOTH WHERE ARCHITECT EMPLOYED BY THE OWNER. THIS DESIGNATED INDIVIDUAL SHALL 1 PORTLAND CEMENT, "SPECIFICATION FOR PORTLAND FLOORING CARPET OR DESIGNATED TO REMAIN EXPOSED SHALL BE METAL COULD COME IN CONTACT WITH THE PUBLIC. A , CONTRACTOR SHALL PROVIDE CONTROL , d CONFORM TO THE REQUIREMENTS AS STATED IN SECTION 1702. CEMENT" {ASTM C-150}. TROWELLED SMOOTH. 23 ,; NA�pT,,pa1 0 JOINTS WITH A MAXIMUM AREA BETWEEN JOINTS OF 400 S.F., 9. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE UNLESS OTHERWISE NOTED. MAXIMUM RATIO OF LONG SIDE TOr�°'"� 2. PORTLAND BLAST -FURNACE SLAG CEMENT OR PORTLAND- ALLOWED THRU STRUCTURAL STEEL MEMBERS. NO CUTTING OR BURNING SHORT SIDE SHALL BE 1-1/2 : 1. POZZOLAN CEMENT, "SPECIFICATION FOR BLENDED OF STRUCTURAL STEEL WILL BE PERMITTED WITHOUT PRIOR CONSENT OF s A 4. ALL REINFORCING STEEL, WIRE MESH, ANCHOR BOLTS, HOLDOWN THE ENGINEER. A6 ANCHORS AND OTHER INSERTS SHALL BE SECURED IN POSITION AND 3. UNLESS OTHERWISE PERMITTED OR REQUIRED, CEMENT 10. GROUTING OF COLUMN BASE PLATES: BASE PLATES SHALL BE INSPECTED BY THE BUILDING OFFICIAL PRIOR TO PLACING OF SHALL BE TYPE.. I OR TYPE !I, ASTM C-150. DRYPACKED OR GROUTED WITH "FIVE-STAR" NON -SHRINK GROUT OR 3 ISSUED FOR APPROVAL CONCRETE. EQUAL. MINIMUM COMPRESSIVE STRENGTH SHALL BE AS SPECIFIED IN ISSUED FOR BIDDING 4, THE CEMENT USED - IN THE WORK SHALL CORRESPOND TO THE CONCRETE SECTION OF THESE NOTES. ALL SURFACES SHALL BE ISSUED FOR PLAN CHECK THAT UPON WHICH THE SELECTION OF CONCRETE PROPERLY CLEANED OF FOREIGN MATERIAL PRIOR TO THE GROUTING ISSUED FOR ENGINEERING PROPORTIONS WAS BASED: OPERATION. ISSUED FOR CONSTRUCTION B. ADMIXTURES SHALL NOT BE USED WITHOUT WRITTEN CONSENT OF 11. PROVIDE 3x NAILER WITH 1 /2" 0 BOLT AT 24" O.C. (2 FACES) THE ENGINEER. AT ALL TS COLUMNS IN WOOD STUD WALLS. U.N.O. C. WATER: a 1. MIXING WATER FOR CONCRETE SHALL CONFORM TO THE d REQUIREMENTS FOR WATER SPECIFIED IN ASTM C-94. e C PLUMP ENSINEERIN$ INC. D. AGGREGATES: PLUMP ENGINEERING INC. CONSULTING ENGINEERS IN STRUCTURAL ENGINEERING 1 AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM 914 E. KATELLA AVENUE 92805 TO "SPECIFICATION FOR CONCRETE AGGREGATES" ASTM C- ANAHEIM„CALIFORNIA 5-183 ( � (714) 385-1835„ FAX (714) 385-1834 33)• g PLUMP JOB NO.: 040514.2 2. FINE AND COARSE AGGREGATES SHALL BE REGARDED AS DRAWN BY: CHK SEPARATE INGREDIENTS. EACH SIZE OF COARSE CHECKED BY: RP AGGREGATE, A WELL AS THE COMBINATION OF SIZES WHEN PLOT DATE: 04/11/05 TWO OR MORE ARE USED, SHALL CONFORM TO THE APPROPRIATE GRADING REQUIREMENTS OF THE APPLICABLE ,toe No.: 040514 �� ASTM SPECIFICATIONS. No. C 0526 COMPUTER FILE NO.: 3s i * Exp. 12-31-06 CIVIL r GENERAL NOTES OF c+►ia NOT FOR CONSTRUCTION AN IN-HOUSE QUALITY CONTROL AND INTERFACE HAS NOT BEEN COMPLETED AND BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS si CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. 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 x. . . . . . . . . .12' - 0" 2 X 6 AT 16" o. c, . . . . . . . . .18' - 0" 2 X 8 AT 16" ox. . . . . . . . . .23' 0" U.O.N. 4. PLYWOOD SHALL CONFORM TO PRODUCT STANDARD PS-1-95. PLYWOOD SHALL BE APA GRADE STAMPED, INCLUDING PANEL INDEX NUMBER. 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, 5. ALL OPENINGS THRU ROOF SHALL BE NAILED PER BOUNDARY NAILING OF PLYWOOD DIAPHRAGM NAILING REQUIREMENTS. 6, ALL GLUE LAMINATED MEMBERS AS SHOWN ON PLANS SHALL BE IN 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 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 BRIDGING TO JOIST, TOE NAIL, EACH END 1 X 6 SUB -FLOOR TO EACH JOIST, FACE NAIL 1 X 8 SUB -FLOOR TO EACH JOIST, FACE NAIL 2 X T & G FLOOR DECKING TO JOIST, BLIND & F.N SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL TOP PLATE TO STUD, END NAIL DOUBLE STUD, FACE NAIL DOUBLE TOP PLATES, FACE NAIL TOP PLATES, LAPS & INTERSECTIONS, FACE NAIL CONT. HEADER, 2 PIECES, FACE NAIL ALONG EDGES CEILING JOISTS TO PLATE, TOE NAIL CONT. HEADER TO STUD, TOE NAIL CEILING JOISTS, LAPS OF PARTITIONS, FACE NAIL CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL RAFTER TO PLATE, TOE NAIL 1 X BRACE TO EACH STUD AND PLATE 1 X 8 SHEATHING OR LESS TO EACH BEARING, F.N. WIDER THAN 1 X 8 BOARD TO EACH BEARING, F.N. BUILT-UP CORNER STUDS BUILT-UP MEMBERS (2 MEMBERS) 2" PLANKING, FACE NAIL, AT EACH BEARING PT. 3-8d 2-8d 2-8d 3-8d 2 - 16d 16d @ 16" o.c. 2 - 16d 16d C 24" o.c. 16d @ 16" o.c. 2 - 16d 16d @ 16" o.c. 3-8d 4 - 8d 3 - 16d 3 - 16d 3-8d 2-8d 2-8d 3-8d 16d @ 24" o.c. 20d @ 32" o.c. T & B - STAGGERED 1 /2" THRU BOLTS 24" o.c. STAGGERED 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" X 10" LONG ANCHOR BOLTS AT 6'-0" o.c., UNLESS OTHERWISE NOTED. 13. BRIDGING OF JOISTS OR RAFTERS: (MAX) PROVIDE BRIDGING AT 10'-0" o.c. FOR ROOF RAFTERS AND 8'-0" FOR FLOOR JOIST. PROVIDE 2 X SOLID BLOCKING AT ALL BEARING LOCATIONS. (MIN. TWO BOLTS PER MEMBER 6" IN FROM ENDS) 14, DIAPHRAGM NAILING NOTE: WHERE 8d NAILS ARE SPACED 2-1/2" o.c. OR 10d NAILS ARE SPACED 3" o.c. HAVING A MINIMUM PENETRATION OF 1-5/8" INTO THE SUPPORTING MEMBER, THE SUPPORTING MEMBER SHALL BE A 3 X MINIMUM AND THE NAILS SHALL BE STAGGERED. 15. ROOF DESIGN LOADS: THE LOADS GIVEN ARE MINIMUM DESIGN LOADS. PROVIDE ENGINEERS, FOR THEIR REVIEW, ANY MECHANICAL EQUIPMENT NOT SHOWN ON THESE DRAWINGS AND ANY SPRINKLER MAINS PROPOSED TO BE SUPPORTED BY THE ROOF STRUCTURE. FURNISH SIZES, WEIGHTS, AND LOCATIONS. LOCATION: GRAVITY D.L. GRAVITY L.L. MEZZANINE 22 PSF 50 PSF (REDUCIBLE) ADDITIONAL 20 PSF FOR PARTITIONS MECHANICAL EQUIPMENT AS NOTED ON PLANS. ALL LIVE LOADS REDUCIBLE IN ACCORDANCE WITH APPLICABLE CODE. WIND BASIC VELOCITY 70 MPH EXPOSURE C WIND: P = 19.5 PSF (VARIES) FIRE BLOCKING: PER UBC SECTION 708: A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING ANDFLOORS LEVELS AND AT 10 FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL; B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFIT, DROP CEILINGS, AND COVE CEILINGS; C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN -LINE WITH THE RUN OF THE STAIRS IF THE WALLS UNDER THE STAIRS ARE UNFINISHED; D. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES, AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS; AND E. AT OPENINGS BETWEEN ATTIC SPACES AND CHIMNEY CHASES FOR FACTORY -BUILT CHIMNEYS. r , r 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: ❑ 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 ❑ 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 2001 C.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, [ r D. ALL EPDXY ANCHOR SYSTEMS INCLUDING CLEANOUT AND INSTALLATION. ❑ E. PLACEMENT OF ANCHOR BOLTS FOR ARCADE COLUMNS PRIOR TO PLACING CONCRETE. THE PERMIT APPLICATION SHALL RETAIN A RESPONSIBLE ENGINEER APPROVED BY THE BUILDING OFFICIAL TO ENSURE THAT: A. ALL ELEMENTS OF CONSTRUCTION WHICH REQUIRE SPECIAL INSPECTION ARE INSPECTED BY QUALIFIED DEPUTY INSPECTORS APPROVED BY THE BUILDING OFFICIAL; AND B. ALL CODE DEFICIENCIES DETECTED AND DEVIATIONS FROM THE APPROVED PLANS ARE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION, AND IF NOT CORRECTED, REVISED DESIGNS TO OVERCOME THE DEFICIENCY SHALL BE PREPARED BY THE DESIGN ENGINEER OR ARCHITECT OF RECORD FOR APPROVAL BY THE BUILDING OFFICIAL; AND C. 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 RESPONSIBLE ENGINEER, IS SUBMITTED TO THE BUILDING OFFICIAL UPON THE COMPLETION OF EACH ELEMENT REQUIRING SPECIAL INSPECTION, THE REPORT MUST CERTIFY THAT THE WORK WAS IN COMPLIANCE WITH APPROVED PLANS, SPECIFICATIONS AND APPLICABLE CITY CODES INCLUDING ANY AUTHORIZED CHANGES TO THE PLANS. t A.B. . . . . . . ANCHOR BOLT ABV. . . . . . .ABOVE A/C . . . . . . AIR CONDITIONING ALT. . . . . . . ALTERNATE 0.......AT BLK. . . . , . .BLOCK BLK'G. . . . , .BLOCKING BM. . . . . . . BEAM B.N. . > . . > . BOUNDARY NAILING C . . . . . . . CAMBER CE . . . . . . . CENTER LINE C.J. . . . . . . CEILING JOIST CONC. . . . . . CONCRETE CONT. . . . . . CONTINUOUS D OR d . . . . NAIL PENNY DBL. . . . . . .DOUBLE DF . . . . . . .DOUGLAS FIR DFPT . . . . DOUGLAS FIR PRESSURE TREATED 0 > . . , . . . DIAMETER DO < . . . . . .REPEAT FRAMING E.F. . . . . . . EACH FACE ELEV. . . . . . ELEVATION EQ. . . . . . . EQUAL EQUIP. . . . . .EQUIPMENT E.W. . . . . . . EACH WAY E.N. . . . , . . EDGE NAIL (E) . . . . . . EXISTING EXT. . . . . , . EXTERIOR FLR. . . . . . . FLOOR F.O.B. . . , . . FACE OF BEAM F.O.S. . . . . . FACE OF STUD FTC. , . . . . . FOOTING F.G. . . , . . . FINISH GRADE GA, . . . . . . GAUGE GALV. . , . . . GALVANIZED GLB. . . > . . .GLUE LAMINATED BEAM HDR. . . . . . .HEADER HORIZ. . . > . .HORIZONTAL INT. , . . . . . INTERIOR JST. . . . , . . JOIST MAX. . . . . . .MAXIMUM MECH. . . . . . MECHANICAL MIN. . . . > . . MINIMUM N.T.S. . . . . NOT TO SCALE O.C. . . . . . .ON CENTER OPNG. . . . . .OPENING R.R. . . . . . ROOF RAFTERS REINF. . . . . . REINFORCING R.O. . . . . . . ROUGH OPENINGS SHTG. . . . . . SHEATHING SQ. . . . . . . SQUARE STD. . . . . . . STANDARD SPECS. . . . . SPECIFICATIONS T&B . . . . . . TOP & BOTTOM T&G . . . . . . TONGUE & GROOVE TYP. . . . . . . TYPICAL U.B.C. . . . . . UNIFORM BUILDING CODE U.N.O. . . . . . UNLESS NOTED OTHERWISE VERT. . . . . . VERTICAL WD. . . . . . . WOOD W/ . . . . . . .WITH W.W.F. . . . . . WELDED WIRE FABRIC NOT FOR CONSTRUCTION AN IN-HOUSE QUALITY CONTROL AND INTERFACE HAS NOT BEEN COMPLETED AND BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS, THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS, 0 a M V A s � INTERIORS ARCHITECTURE E �o SPACE PLANNING 2151 MtC!-IELSON DRIVE SUITE 140 --, IRVINE, CA 92712-1311 PH (949) 852-5900 EFAX (949) 852-5909 I 9 nr I� 0 n LL 0 rr Lu Z W 0 FOR PACTRUST 15350 SW SEQUOIA PKWY SUITE 300 97224 I I REVISIONS BY A� 1 �A .s A Fl any C €iisl55l�+1 Z ;3LL0s = +I -Is; ue 5 La f A -cat" g ISSUED FOR APPROVAL ISSUED FOR BIDDING ISSUED FOR PLAN CHECK ISSUED FOR ENGINEERING ISSUED FOR CONSTRUCTION 1'n c!:, r P PLUMP ENSINEER1114 INC. PLUMP ENGINEERING INC. CONSULTING ENGINEERS IN STRUCTURAL ENGINEERING 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 (714) 385-1835, FAX (714) 385-1834 a PLUMP JOB NO.: 040514.2 DRAWN BY: CHK CHECKED BY: RP PLOT DATE: 04111105 JOB NO.: 040514 COMPUTER FILE NO.: GENERAL NOTES I� ■ COLUMN SCHEDULE MARK SIZE BASE PLATE BOLTS Cl (E) TS 3x2x3/16 C2 (E) TS 3x3x1/4 C3 (E) TS 3x3x5/16 C4 (E) TS 3x3x3/16 C5 (E) TS 4x4x3/16 C6 (E) TS 5x3x3/8 C7 (E) TS 6x6x1/4 C8 (E) TS 6x6x3/8 C9 (E) TS 6x6x1/2 Clo (N) TS 4x4x1/4 1 " R x 12" SQ. (4)-7/8"0 BOLTS Cil (N) TS 4x4x3/8 1" R x 12" SQ. (4)-7/8"0 BOLTS C12 (N) TS 6x6x3/8 1 " W- x 12" SQ. (4)-7/8"0 BOLTS (E) PAD FOOTING SCHEDULE MARK SIZE THICKNESS REINF. EA. WAY Fl 2'—O"x2'—O" SQ. 18" F2 2'-6"x2'-6" SQ. 18" F3 3'—O"x3'—O" SQ. 18" F4 3'-6"x3'-6" SQ. 18*1 F5 4'—O"x4'—O" SQ. 18" F6 5'—O"x5'—O" SQ. 18"F7 6,—o,,x6,—o,, SQ. 18" F8 7'—O"x7'—O" SQ. 1 8pt F9 7'-6"x7'-6" SQ. lWt F10 8'—O"x8'—O" SQ. 18" (N) PAD FOOTING SCHEDULE MARK SIZE THICKNESS REINF. EA. WAY NF1 3'—O"x3'—O" SQ. 18" #5 0 8" O.C. EA, WAY NF2 3-6"x3'-6" SQ. 18" #5 0 8" O.C. EA. WAY NF3 4-0"x4'—O" SQ. 18$) #5 @ 8" O.C. EA. WAY NF4 4'-6"x4'-6" SQ. 1801 #5 @ 8" O.C. EA. WAY NF5 5'-0"x5'—O" SQ. 18" #5 @ 8- O.C. EA. WAY NF6 6'—O"x6'—O" SQ. 18" #5 @ 8" O.C. EA. WAY NF7 6'-6"x6'-6" SQ. 18" #5 @ 8" O.C. EA. WAY NF8 7'-6"x7'-6" SQ. 18" #5 (a 8" O.C. EA. WAY NF9 8'—O"x8'—O" SQ, 18$f #5 @ 8" O.C. EA. WAY NF1 0 8'-6"x8'-6" SQ. 18" #5 @ 8" O.C. EA. WAY NF1 1 9,-0,,x9,—o,, SQ. 18" #5 0 8" O.C. EA. WAY NF1 2 9'-6"x9'-6" SQ, 1811 #5 0 8" O.C. EA. WAY NF1 3 10'-0"x1O'—O" SQ. 18" #5 0 8" O.C. EA. WAY NOTES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO START OF WORK AND NOTIFY ENGINEER OF ANY DISCREPANCIES IMMEDIATELY. 2. (E) — INDICATES EXISTING CONSTRUCTION. 3. (N) — INDICATES NEW CONSTRUCTION. 4. INDICATES REMOVE (E) FOOTINGS & REPLACE W/(N) FOOTING 2x STUDS @ 16" O.C. 2x P.T. SILL W/5/8"O A.B. @ 48" — SHEAR PANEL PER PLAN E.N. #4x18" LONG DOWELS @ 24" O.C. W/ HILTI 6 HIT HY150 EPDXY (ALT. SIDES) /—(E) CONC. SLAB 43 co ----#5 CONT. T. & B. a. 1 18" -.-SCALE--, 3le-10-00 0 N 0) 2 0 4'-4 1/2" r Al "gh SCALE: 1 /8*- 1 0-010 A a MOW 4'-4 3/4" 1-1-m i 1 4'-4 1/2" EVA -j tENo. C 05269 *xp. 12-31— c NOT FOR CONSTRUCTION AN IN-HOUSE QUALITY CONTROL AND INTERFACE HAS NOT BEEN COMPLETED AND BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. ]it M V A I N T E R 1 0 R S ARCHITECTURE SPACE PLANNING 2151 MICHELSON DRIVE SUITE 140 IRVINE, CA 92712-1311 PH (949) 852-5900 FAX (949) 852-5909 0 LL z IL z 0 n z D 0 0 LL -i < Nrr n FOR PACTRUST 15350 SW SEQUOIA PKWY SUITE 300 PORTLAND, OR 97224 REVISIONS BY A R PLANS /2\ /3\ 08 Of tile /4\ /5\ HALL NOT "fjdn (If any 6 ISSUED FOR APPROVAL ISSUED FOR BIDDING ISSUED FOR PLAN CHECK ISSUED FOR ENGINEERING ISSUED FOR CONSTRUCTION Inc!: PLUMP ENOINEERINO INC, PLUMP ENGINEERING INC. CONSULTING ENGINEERS IN STRUCTURAL ENGINEERING 914 E. KATELIA AVENUE ANAHEIM, CALIFORNIA 92805 (714) 385-1835, FAX (714) 385-1834 PLUMP JOB NO.: 040514.2 DRAWN BY; CHK CHECKED BY: RP PLOT DATE: 04/11/05 JOB NO.: 040514 COMPUTER FILE NO.: FOUNDATION PLAN S2 (N) WT PER PLAN WHERE OCCURS t (E) STEEL BM 1 /2" PLATE A O 0 0 0 (E) STL. BEAM 0 O (N) CAP PLATE I ' I i I i (N) STIFFNER R:S 1 1 /2" 1 1 /2" 1 1 (N) TS COLUMN TYP. 1 /4 i i A (8) 3/4" 0 BOLTS i I 3/8" STIFFNER F.'S i '-- (N) TS COLUMN SECTION "A --A" (2 PER SIDE) ' ' PER PLAN SCALE: 1"-1'-Ow " (E) TS6x6 COL. (N) WT PER PLAN WHERE In ' w i i (E) L3x2x1/4xO'-3" OCCURS -1 0 1-3/4" 0 A307 1 1/2" (E) I. 3x3x 1 /4" EA. — SIDE BOT. & MID. HT. (E) BASE T 6"x4"x 1 /2" I t i I i I 1 1 1 1 /2" I I I I SEE — ' FOR ADDITIONAL INFO. WHERE OCCURS. t i i i DRYPACK AS REQ'D. TYP. FRAMING DETAIL SCALE: 1 "=1'-O" TYP 1 /4 (E) STEEL BM 3/8" STIFF. R EA. SIDE (TYP.) O 0 0 O 0 0 O 1 1 /2„ i I i 1 1 /2" (N) WT PER + i TS3x3x1/4 PLAN WHERE i I I OCCURS E@EA. END TYP. 1 /4 i i `- -- (E) COLUMN _ i I TYP 1/4 FRAMING DETAIL SCALE: 1 "=1'-0" Im SD1 3 3 v 00 �` -- DIAG. BRACE _ x coo `0 W 10x 12 N @ 4x 10 `X x — <- N N DIRECTION OF N3:STIFFNER PLATE 3 Typ @ ON COLUMN, TYP. r3 3 3 4x10 W10x12 _ rti} DASHED $ _ ��_/ _ r2} _ ram} i0 ic> C'° 00 LINE SD1 W14x34 w14x26 W14x26T 14 34 W14 22 t+V14 34 A x -- x W14x38 'ALL CONNECTION ALONG W/WT7x13 `` W/WT7x13 °' %i} W/WT7x17 '` DIAG. BRACE '— "' "" 'r "" "" '— ""'� —' —' —' '— "— T "' " " " THIS LINE TO BE WELDED �,° w/WT7x 1 1 w/WT 7x 17 W/WT7x 19 5/8" PLYWOOD N SHEATHING _ a Nuj —� ui X 0 `° I tl < `s' LOLO CV 8 TYP. @ �. 3 i 3 r (N) 6x 14 1 exv SD1 DNEHED Gd _ _� �t _ �`�, ' DF#1 DRAG. W14x34 W14x34 W14x W14x34 W1434 W14x38 - — D — — — — w fT7 Wx 177 W f WT7 T T W%WT7x 17W f WT7x 17 — w%wT7x 1 2 L 2 P.E.I. TO DETAIL It 2 — w — CONNECTION DURING X _ m' �__� —_ „ CONSTRUCTION AND I x a BUILDING AND SAFETY x N 32 —0 TO APPROVE. 7 —5 0 (2) SIM ON (E) SIMPSON CMST12 TOP & BTM $ TYP. @ "MST48" I OF BLK' .) 4x SOLID BLK'G. DASHED /�j,} _ _ _ _ _ _ _ _ _ W12x14 W12x14 W12x14 ALL CONNECTION ALONG SD1 LINE _ �,° ` W/(2) ROWS 10d @ 4" O.G. x THIS LINE TO BE WELDED W14x34 W14x34 C ' W14x38 W14x34 3�: ALL CONNECTION AL W/WT7x17 � "� DIAG, BRACE'""" � T:j; W/WT7x17�` THIS LINE To BE W D W/WT7x 19 NOL ..�.. @ � 3 N x - w W8x 15 W8x 15 �r 2 N (0 0 N m x .— N N *- @ x @ I x Q 00 00 a 3 N 3:3 TYP. @ 8 3 _ NOTES: t SIM. DASHED SD1 — C W8x10 W8x10 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND I p LINE ° _— C) CONDITIONS PRIOR TO START OF WORK AND W14x34 W1434 W1 4 x34 NOTIFY ENGINEER OF ANY DISCREPANCIES L�/7 x 1.,._7 '� ++ r'L} TYP. @ N W14x38 �'©� 2. (E) — INDICATES EXISTING CONSTRUCTION. i0to x TYP. @ "z I X DASHED N N cli DASHED x LINE 3 t 3. (N) — INDICATES NEW CONSTRUCTION. LINE (`�. c"I $ 3 o �. — N 8 N SD1 — C° W10x12 00 �� N W14x30 SD1 Twl 4x30� W14x30 W f WT7x 15 ,._.._,.. .� 2 � 00 x ( C� TYP. @ 2 p — N 8 DASHED CN SD1 LINE 3 X �- X N _ N W12x14 W12x14 ( W14x30 ALL CONNECTIO NG 0x0 -" — THIS LINE TO B LDED W14x30 x DIAG. BRACE — f WT7x 15 CV CN (0 N Cy X 1 ¢ d- {0 dx- '� N .— `— — N c x @ TYP. '' c-- ,� N �...��..� 10 W8X10 1 � cxv (0 PLCS.) SD1 C.i DIAG. BRACE o o W12x14 TS8x4x3 16 W12x14 ALL CONNECTION ALONG 0 rj W/WT6x12 0 W/WT6x12 � THIS LINE TO BE WELDED c0 coX W 12x 14 Ca W u Cx Cv N T- :V 8 TYP. @ z z p z w @ `t DASHED o o SD1 LINE `C Q Z COZ W 0 0 �6 ©� 0 U w 0 w w z n-i (E) 4x 12 LEDGER z z z i W/3/4" O ANCHORS -' o f Z m @ 24" 0. C. � 0 d H Q F w Zz 0 J MEZZANINE FRAMING PLAN .O► NORTH SCALE: 1/8"=1'-0" ` w A�G N0. C 052696 * Exp. 12-31— OF NOT FOR CONSTRUCTION AN IN-HOUSE QUALITY CONTROL AND INTERFACE HAS NOT BEEN COMPLETED AND BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS, THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS. 0 MvA I N T E R t O R S ARCHITECTURE 0 E c. SPACE PLANNING 2151 MICHELSON DRIVE 8 SUITE 140 o IRVINE, CA 92712-1311 � PH (949) 852-5900 EFAX (949) 852-5909 u, C r ■ P CE .1 0 LL z 0 j n CL ON e W W FOR PAC ;TRUST 15350 SW SEQUOIA PKWY SUITE 300 PORTL.AND, OR $ 97224 o, REVISIONS BY 2A� 1i JA A 6 a a ISSUED FOR APPROVAL ISSUED FOR BIDDING I ISSUED FOR PLAN CHECK 7S ISSUED FOR ENGINEERING ISSUED FOR CONSTRUCTION Inc v r; PLUMP ENGINEERING INC. PLUMP ENGINEERING INC, CONSULTING ENGINEERS IN STRUCTURAL ENGINEERING 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 (714) 385-1835, FAX (714) 385-18344 PLUMP JOB NO.: 040514.2 DRAWN BY: CHK CHECKED BY: RP PLOT DATE: 04/11105 JOB NO.: 040514 COMPUTER FILE NO.: 0 FRAMINGMEZZANINE PLAN ELEVATION SCALE: -1/4"=1'-0" 1 1/2 N FL 3f8" WHERE BRACE OCCURS TWO DIRECTIONS SCALE: 1 j4"=1'-0" - -------- --- --- F� 12" SQ.x3f4" @ (E) TS4x4x3/16 COL. 12" SQ.x7 f 8" @ (E) TS4x4x1 f 4 COL. 12" SQ.x1" ® (E) TS5x3 1/41 3 TO BE REMOVED & REPLACED Wj — 10 TS6x6x l j4 (E) COL. OR (N) COL. 3/8" T, TYP. 1 f4 4-7/8" 0 A307 A. BOLTS. U.N.O. BASE DETAIL SCALE: 1 "=1'-0" SEE ELEVATION 1 j4 V 3/8" STIFF. E EA. SIDE W.P. TYP. FOR BRACE SIZE SEE ELEVATION. SCALE: 3/4"=1'—O" (E) (N) W f 2 1 f 2" SQ.x 1 f 2" It DETAIL SCALE: 1 "=1 `-0" 3/8" GUSSET I{? SEE ELEVATION 12 SEE L3x2x1/2 SLVx1'—O" WHERE BRACE OCCURS TWO DIRECTIONS. SEE DET. 1OA FOR FRAME ELEVATION SCALE: 1/4"=1 ELEVATION SCALE: 1 /4"=1 0-0" SCALE: 1/4 =1 —on W12x14 11 (E) TS5x3x1 f4 - TO BE REMOVED & REPLACED Wf TS6x6x3j16 %A/I'7v1 A W17vlA W19vlA ELEVATION j SCALE: 1 /4"=1'-0» 00 1'') x (U x (D z ul A x CD x to V) ELEVATION SCALE: 1l4»=1'-0" (N) WT PER PLAN, TYP. (E) TS5x3x5f 16- TO BE REMOVED & REPLACED Wf TS6x6x3j16 W14x38 11 ti 00 \1 r7 x x tt7 (E) TS5x3x3f8 ---� TO BE REMOVED Z & REPLACED Wf 10 TS6x6x3f16 ELEVATION SCALE: 1 /4"=1'-0" W12x14 (E) TS3x3x1f4 - TO BE REMOVED & REPLACED Wf TS6x6x3f 16 b 3 S 3 LEVATION 1 00 x to x CD Z 10 3 2'—O„ {N) WT PER PLAN, TYP. 00 (D x z �. 10 2 idd d- x 'o x r) H w 10 . C 052696 * Exp. 12-31-06 OF NOT FOR CONSTRUCTION AN IN—HOUSE QUALITY CONTROL AND INTERFACE HAS NOT BEEN COMPLETED AND BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS. THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS, I N T E R 1 0 R S ARCHITECTURE E a SPACE PLANNING 2151 MICHELSON DRIVE 8 SUITE 140 IRVINE, CA 92712-1311 PH (949) 852-5900 FAX (949) 852-5909 it � r r fr 0 v LL U) s J h I- 0 Q 06 is 4 Al a pN wG m 4 AI FOR PACTR.UST 15350 SW SEQUOIA PKWY SUITE 300 PORTLAND, OR 97224 a a " REVISIONS BY -A :A 2 S A3 4 A A a g ISSUED FOR APPROVAL I ISSUED FOR BIDDING ISSUED FOR PLAN CHECK g ISSUED FOR ENGINEERING ISSUED FOR CONSTRUCTION .19 � Bo. d a Inc PLUMP ENOINEERINO INC. PLUMP ENGINEERING INC. Inc CONSULTING ENGINEERS IN STRUCTURAL. ENGINEERING 914 E. KATELLA AVENUE ANAFIN M, CALIFORNIA 92805 (714) 385-1835, FAX (714) 385-1834 PLUMP JOB NO.: 040514.2 � DRAWN BY: CHK CHECKED BY: RP PLOT DATE: 04/11/05 JOB NO.: 040514 COMPUTER FILE NO.: 0 ELEVATION & STRUCTURAL DETAILS S4 2x SILL W/ 16d © 8" E 2x RIM JOI' W/ 'A35' C 2-2x TOP PLATES PANEL WIDTH - SEE PLANS TYP. EDGE EDGE SEE NOTE #1 NAILING TO NAILING TYP. BELOW HOLDOWN C.J.P. POST ----------------- II Ii it II i 11 11 11 11 it BLK'G. it II it I _ _u__ II tI I {-TYP. IL—JL— JL__J11If !YZA t 11 11 111 11 11 II "E— Ri „ I� If ,,{ ! HEADER it If 11 I1 II 6 I IN.IITYI1I II II I1 —I1 �t "_,rem Ii If H WINDOW END I1 If If it If 11 al I! I{ It POST WHERE If li It 1I II tt 1I II II II 11 I► ii Ii ii it REQ'D. {I 11 II if ti II II fl tl fi II i1 It t{ II tI I{ II II If !I It 11 if ti fi II 1 It u {f If I1 I1 tt tl I1 It I ti 11 iI Ii Ii ft INTERIOR NAILING It It 11 !1 11 fI 1i 11 11 t II — TYP, II It 11 If tI tI 1t If it If DOOR II it It 11 II 11 It II 11 I1 END POST11 II iI I Ii ii iI II 11 II 2x OR 3x WHERE II a Ii ii if ii II II if I1 REQ Ir If If It It ii ii ii t SILL PLATE II 1! II it 11 iI II II 1 I.L__— I ANCHOR BOLTS, SEE 12 MAX. SCHEDULE, FOR SIZE " SPECIAL HOLDOWN & SPACING. AT 2ND ANCHOR. SEE PLANS FLOOR CONDITION AND SCHEDULE FOR SEE SCHEDULE FOR TYPE & LOCATION NAILING AND/OR LAG NOTES TYP. AS SHOWN 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 HOLDOWN 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 P_ SHALL BE TREATED D.F. CONFORMING TO SILL PLATE DETAILS WHERE IN CONTACT WITH CONCRETE. 5. ALL SHEAR 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. 9" INTO FOOTING UNLESS NOTED OTHERWISE. 9. ALL NAILING TO BE 1 /2" TO EDGE OF SUPPORT AND SHEET. 10. SEE PLANS FOR LOCATION OF HOLDOWNS. VERIFY WITH ARCHITECTURAL WINDOW AND DOOR LOCATIONS FOR PROPER LOCATION OF HOLDOWNS. 11. -2 1 /2"x2 1 /2" x 1 /4" PLATE WASHER AT ALL A.B. 12. NAILS TO BE COMMON. SHEAR WALL. SCHEDULE: (SHEAR VALUE IS BASED ON 75% OF TABLE 23-11-A-1) * Al TFRNATF: 01;R MARK SHEATHING 1 () ALLOWABLE SILL & SILL & FRAMING & NAILING SHEAR (2) SILL BOLTING SILL NAILING CLIPS (6) SW-6 15/32" STRUCT I PLY, (1) SIDE 210 pff 2x NOMINAL 2x NOMINAL A35 / A35F w/ 8d COMMONS @ 6" o.c. 5/8" 0 0 48"o.c. 16d 0 6"o.c. @ 1 O.C. ALL PANEL EDGES SW-4 15 32" STRUCT I PLY, (1) SIDE 320 pff 3x NOMINAL 3x NOMINAL (5) A35 // A35F w78d COMMONS 0 4" o.c. 5/8" 0 0 32"o.c. 3/8" 0 X 5" LG. CAD 12" O.C. ALL PANEL EDGES (4) (7) LAGS @ 12" SW-4-2 15 32" STRUCT i PLY, (2) SIDES 640 plf 3x NOMINAL 3x NOMINAL (5) A35. A35F w/ 8d COMMONS @ 4" o.c. 5/8" 0 @ 16"o.c. 3/8" 0 X 5" LG. @ 6 o.c. ALL PANEL EDGES (3)(7) LAGS 0 7" SW-3 15 32" STRUCT I PLY, (1) SIDE 410 plf 3x NOMINAL 3x NOMINAL (5) A35 / A35F w�8d COMMONS CAD 3" o.c. 5/8" 0 @ 24"o.c• 3/8"0 X 5" LG. 0 8' o.c. ALL PANEL EDGES (4) (7) LAGS @ 10" SW-3-2 15 32" STRUCT I PLY, (2) SIDES 820 plf 3x NOMINAL 3x NOMINAL (5) A35,/ A35F w78d COMMONS CAD 3" o.c. 5/8" 0 ® 12"o.c. 3/8" 0 X 5" LG. @ 6ox. ALL PANEL EDGES (3)(7) LAGS 0 5" SW-2 15 32 STRUCT I PLY, (1) SIDE 545 plf 3x NOMINAL 3x NOMINAL (5) A35 / A35F wj8d COMMONS 2 O.C. 5/8 CAD 16 o.c. 3/8 0 X 5 LG. CAD 8 o.c, ALL PANEL EDGES (4) (7) LAGS @ 8" SW-2-2 15 32 STRUCT I PLY, (2) SIDES 1090 plf 3x NOMINAL NOT AVAILABLE A35,/ A35F w7 10d COMMONS CAD 2" o.c. 5/8" 0 0 8"o.C. ® 4 o.c. ALL PANEL EDGES (4) (7) NOTES: 1. ALL NAILING ALONG INTERMEDIATE FRAMING MEMBERS IS TO BE 8d COMMONS 0 6" o.c. 2. VALUES ARE BASED ON STUDS SPACED @ 24" o.c. 3. PANEL EDGES SHALL BE OFFSET TO FALL ON DIFFERENT MEMBERS, OR 3x NOMINAL MEMBERS ARE REQUIRED. 4. FRAMING SHALL BE 3x NOMINAL ALONG ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED. 5. RIM OR BLOCKING BELOW SHALL BE 3x NOMINAL. 6. SIMPSON CLIPS OR EQUAL FROM 2nd FLOOR BLOCKING TO TOP PLATES. 7. STRUCTURAL OBSERVATION REQUIRED BY ENGINEER OF RECORD. NETJSED 1 E STEEL BEAM NOTE: ULTRASOUND TESTING IS REQUIRED SPLICE DET►.IL EMBEDMENT LENGTH BOLT SIZE (TYPICAL U.N.O.) 3/8" 3/4„ 7/81' CONCRETE LEDGER 4" 5" 5" MASONRY LEDGER 5" 6" 6" STEEL COLUMN BASE PLATE 10" 1 12" 12" WOOD SILL PLATE 7" 7" 7" NOTE: EMBEDMENT LENGTHS ARE FOR 3/4" BOLTS OR SMALLER. SEE PLAN FOR EMBEDMENT LENGTHS FOR LARGER BOLTS. BOLT EMBEDMENT LENGTHS J D db 4db or 2-8" MIN. 1800 HOOK 4 4 • 4 . I'll, ,I 4 POURED -IN -PLACE CONCRETE WALLS, FOOTINGS, OR MASONRY WALLS. V/ A A • VERTICAL REINFORCING 4 WHERE APPLICABLE HORIZONTAL REINFORCING 1 - #5 VERTICAL 2 - #5 END BARS TYP. U.O.N. TYPICAL U.O.N. 0. 4 1 J40 BAR DIAM. ALTERNATE 40 BAR DCAM. 3" 2 -0 MIN. BENDS 2 -0 MIN. PLAN VIEW - SINGLE CURTAIN A or G 1 900 HOOK G 6db FOR #3, #4, #5 12d6 FOR #6, #7, #8 HOOK —n A or G _, ! � t 2db z D z END HOOKS -- ALL GRADES BAR SIZE FINISHED BEND DIAMETER D, IN. 1800 HOOKS 900 HOOKS A or G J A or G #3 2 1 /4 5" 3" 6" #4 3 6" 4" 80S #5 3 3/4 7" 5" 10" #6 4 1 /2 8" 6" 1,-0" #7 5 1 /4 10" 7" 1'-2" #8 6 11" 8" 1'-4" #9 9 1 /2 1'-3" 11 3/4" 1'-7" #10 10 3/4 1'-5' 1'-1 1/4" 1'-10" #11 12 1'-7" 1'-2 3/4" 2'-0" #14 18 1 /4 2'-3" 1'-9 3/4" 2'-7" #18 24 3'-0" 2'-4 1 /2' 31-5" �s (E) COLUMN PER PLAN HILTI HIT HY150 EPDXY I.C.B.O. #5193 SPECIAL INSP. REQ'D. a '-00#Ii+- 4 (E) FOOTING PER PLAN (N) FOOTING PER PLAN .v 4 V HORIZONTAL REINFORCING fZ V)ry . .41 I © ... z v; � w 4 z c N 0 r Qz a � 0, • All mF T. O N .;a A d V. 1 1/2" DRYPACK SEE PLAN FOR REINF'G. POURED -IN -PLACE CONCRETE WALLS, FOOTINGS, OR MASONRY WALLS. VERTICAL REINFORCING WHERE APPLICABLE 2-#5END B'-- TYPICAL U.O.N. 0� 40 BAR DIAM. 40 BAR DIAM. [ - 2'-0" MIN. 2'-0" MIN. 40 BAR DIAM. 2 -0 MIN. PLAN VIEW — DOUBLE CURTAIN I i 1 1 I 1 C f ! I (N) OR (E) COLUMN PER PLAN f i 1 /4 AS REQ'D. (N) OR (E) BASE PLATE I I #4 DOWELS @ 24" O.C. I ( MAX. & 6 FROM (N) FTG. 1 1 /2" DRYPACK I I EDGE W/ HILTI HIT HY150 I I EPDXY TYP. ALL (4) SIDES (E) CONC. SLAB7 I I 6�(I.C.B.O. #5193) 1 I f I I 1 3€ _ A , 4 I a I 00 J v SEE PLAN FOR SIZE & REINF'G. FOOTING DETAIL CONCRETE SURFACE BAR SCHEDULE DETAILING DIMENSION `I HOOK A or G u WITHOUT WITH STANDARD HOOK w HOOK oz ww M J m w M�m 1. THE ABOVE LENGTHS ARE BASED ON CAST - IN -PLACE AND PRECAST CONCRETE 2500 PSI OR GREATER AND 60000 PSI REINFORCING AND 1.5 INCH CLEARANCE. 2. ALL REINFORCING STEEL LAPS OR SPLICES w _ I SHALL BE AS INDICATED ON PLAN. WHERE 00 LAP OR SPLICE LOCATIONS ARE NOT n w SPECIFICALLY INDICATED LAPS OR SPLICES u7 _j SHALL BE STAGGERED AT LEAST 2'-0" D.C. 3. AT WELDED DEFORMED WIRE FABRIC, LAP -SPLICE AS SHOWN BELOt> 1 TIMES THE MIN. BAR LAPD11 /5 120 SPLICE LENGTH • • • • • • D15 14" OR 6" MAX. MIN. LAP PER TABLE FLIP ALTERNATING D20 16" MATS zo AorG z2 D �w 10db d �Qw - f D " �j D 900 HOOK 1350 HOOK STIRRUP AND TIE HOOKS, ALL GRADES BAR SIZE D, IN. 90 O HOOKS 1350 HOOKS A or G A or G H, APPROX. #3 11/2 4" 5" 3 1 /2" #4 2 4 1 /2" 6 1 /2" 4 1 /2" #5 2 1 /2 6" 8" 5 1 /2" #6 4 1 /2 1'-0" 11" 6 1 /2" #7 5 1 /4 1'-2" 1'-O 1 /2" 7 3/4" #8 6 1'-4" 1'-2 1 /2" 9" db = NOMINAL DIAMETER OF BAR OR WIRE (INCHES) 43S 3 4w i No. C 052 * Exp. 12-31-0$ Sf CMi. :BAR EMBEDMENT LENGTHS, SPLICE LENGTHS, AND STANDA" T"' r3C�OKS OR CONSTRUCTION 1 AN iN-HOUSE t,1tlALITY CONTROL AND INTERFACE HAS 1 NOT BEEN COMPLETED AND BUILDING DEPARTMENT REVISIONS HAVE NOT BEEN ADDED TO THESE CONSTRUCTION DRAWINGS, THE ARCHITECT AND HIS CONSULTANTS ASSUME NO RESPONSIBILITY FOR CONSTRUCTION BIDS OR CONSTRUCTION PERFORMED FROM THESE DRAWINGS, �s. M V A �s I N T E R i O R S ARCHITECTURE SPACE PLANNING � 2151 MICHELSON DRIVE 8 SUITE 140 s IRVINE, CA 92712-1311 PH (949) 852-5900 EFAX (949) 852-5909 Al t, F O To w rr 0 .;a vJ 0 FOR PACTR.0 ST 15350 SW SEQUOIA PKM SUITE 300 bi PORTLAND, OR 97224 iv g REVISIONS BY A gA :2, O A A JA S 6 ISSUED FOR APPROVAL ISSUED FOR BIDDING ` ISSUED FOR PLAN CHECK ISSUED FOR ENGINEERING ISSUED FOR CONSTRUCTION ID �s Aft Inc la PLUMP ENRINEERtNG INC. PLUMP ENGINEERING INC. s CONSULTING ENGINEERS IN STRUCTURAL ENGINEERING 914 E. KATELLA AVENUE ANAHEIM, CALIFORNIA 92805 a (714) 385-1835, FAX (714) 385-1834 PLUMP JOB NO.: 040514.2 DRAWN BY: CHK CHECKED BY: RP PLOT DATE: 04/11/05 JOB NO.: 040514 0 COMPUTER FILE NO.: STRUCTURAL DETAILS