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GEN ERAS NOTES AND SPECIFICATIONS DRAWING INDEX General Notes Al - GENERAL NOTES AND SPECIFICATIONS RED SPECIAL NOTE: 17. ALL WORK SHOWN IS NEW UNLESS OTHERWISE NOTED. 16. BOLT HOLES SHALL BE SAME DIAMETER AS BOLT PLUS D. GLAZED OPENINGS WITHIN 40" OF DOOR WHEN DOOR 1. RELOCATE LIGHT FIXTURES AND SWITCHES, OUTLETS, A2 - SITE PLAN 1 0 IT WILL BE THE RESPONSIBILITY OF THE OWNER/OWNER'S 18. PROVIDE MINIMUM 5 AIR CHANGE FANS SWITCHED TO 1/32". BOLTS AND LAG SCREWS BEARING ON WOOD IS CLOSED SHALL BE FULLY TEMPERED GLASS OR RETURN AIR AND SUPPLY AIR GRILLES, MECHANICAL AGENT/BUILDER/CONTRACTOR/ET. AL. TO VERIFY ALL COND- LIGHTS IN ALL INTERIOR BATHROOMS AND SHOWN ELSE- SHALL HAVE STD. SIZE STEEL OR MALLEABLE IRON APPROVED BURGLARY RESISTANT MATERIAL OR SHALL EQUIPMENT, THERMOSTATS, AND CONTROLS AS REQUIRED A3 - EXISTING & NEW FLOOR PLAN ('+It}" acy AND DIMENSIONS FOR THIS PROJECT PRIOR TO START OF WHERE. MINIMUM 55 C.F.M. WASHER. LAG SCREW HOLES SHALL BE BORED SAME BE PROTECTED BY METAL BARS, SCREENS OR GRILLES FOR NEW CONSTRUCTION. PROVIDE ADEQUATE CLIMATE Development ces Department CONSTRUCTION. ANY DISCREPANCIES AND/OR OMISSIONS 19. INSPECTION IS REQUIRED FOR ALL INTERIOR AND EXTERIOR DIA. AND DEPTH AS SCREW SHANK AND THEN DRILLED HAVING A MAXIMUM 2" OPENING. CONTROL IN AREAS AFFECTED BY CONSTRUCTION. A4 - EL�E�C��T�(R�ICAL FLOOR & CEILING PLAN Build I'd k -;y�I,vision SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ IN-PLACE LATH AND WALLBOARD BEFORE ANY PLASTER THE REMAINING DEPTH. LAG SCREWS SHALL BE TURNED E. DOOR STOPS OF IN-SWINGING DOORS SHALL BE ONE 2. ELECTRICAL CONTRACTOR SHALL DETERMINE ELECTRICAL ,5 - Y RL'" ENGINEER, FOR REVIEW AND CLARIFICATION, PRIOR TO IS APPLIED OR ANY JOINT OR FASTENERS HAVE BEEN IN POSITION AND NOT DRIVEN. PIECE CONSTRUCTION WITH THE JAMB, OR JOINED BY LOADS AND PROVIDE SINGLE LINE DIAGRAMS, PANEL A5.1 - ACOUSTICAL TILE CEILING DETAILS COMMENCEMENT OF WORK. FAILURE OF NOTIFICATION WILL TAPED AND FINISHED. 17. ALL EXTERIOR OPENINGS SHALL BE FLASHED WITH AN RABBET TO THE JAMB. DIAGRAMS, POWER AND LIGHTING PLANS AS REQUIRED PLACE THE RESPONSIBILITY AND/OR LIABILITY UPON THE 20. OPENINGS INTO ATTICS, UNDERFLOOR AREAS AND OTHER APPROVED WATERPROOF PAPER. F. ALL PIN-TYPE HINGES WHICH ARE ACCESSIBLE FROM AND OBTAIN ALL ELECTRICAL PERMITS. �j - A -A D&AfLS SOUTH SAN JOAQUIN OWNER/OWNER'S AGENT/BUILDER/CONTRACTOR ET. AL. ENCLOSED AREAS SHALL BE COVERED WITH 1/4" G.I. 18. NEW END STUDS ADJACENT TO EXISTING WALLS, POSTS OUTSIDE WHEN THE DOOR IS CLOSED SHALL HAVE 3. MECHANICAL CONTRACTOR SHALL PROVIDE COMPLETE A7 - ADA DETAILS COUNTY FIRE AUTHORITY CORROSIVE RESISTANT WIRE MESH, EXCEPT FOR OPENINGS SHALL BE BOLTED TO EXISTING SURFACES WITH 3/8% NON-REMOVAL HINGE PINS, AND SHALL HAVE A MECHANICAL SYSTEM DESIGN AND INSTALLATION AS GENERAL REQUIREMENTS: WITH SASH OR DOORS. 4" LONG MIN. LAG BOLTS AT 24" O.C. MAXIMUM U.N.O. MINIMUM 1/4" DIA. STEEL JAMB STUD WITH A MIN. REQUIRED AND OBTAIN ALL MECHANICAL PERMITS. 1. THE WORK OF THIS CONTRACT SHALL CONSIST OF ALL 21. ANY CUTOUTS OF EXISTING WALLS, CEILINGS, OR FLOORS 19. INTERIOR NON-BEARING WALLS MAY BE ANCHORED WITH 1" PROTECTION TO PREVENT REMOVAL OF THE DOOR 4. ALL ELECTRICAL OUTLETS SHALL BE WALL MOUNTED S-1 - STRUCTURAL NOTES, FRAMING PLAN LABOR, MATERIALS, EQUIPMENT AND RELATED ITEMS TO ALLOW INSTALLATION OF NEW WORK SHALL BE MADE POWER DRIVEN STEEL STUDS, IN LIEU OF ANCHOR BOLTS IF THE HINGE PINS ARE REMOVED. AT A HEIGHT OF 15" A.F.F. AND ALL ELECTRICAL 11/24/2020 NECESSARY TO COMPLETE ALL WORK AS INDICATED ON NEATLY AND BE OF THE MINIMUM DIMENSION POSSIBLE. PROVIDING IT IS NOT A BRACED WALL, AS FOLLOWS: G. STRIKE PLATE FOR LATCHES AND THE HOLDING SWITCHES SHALL BE MOUNTED AT 42" A.F.F. U.N.O. STRUCTURAL DETAILS THE DRAWINGS AND SPECIFIED HEREIN, UNLESS IT IS 22. EXTERIOR STUCCO FINISH SHALL MATCH EXISTING, IF MAX. SPACING 24" DEVICE FOR PROJECTING DEADBOLTS IN WOOD 5. ALL CONDUIT FOR TELEPHONE SHALL HAVE PULL WIRES. SPECIFICALLY INDICATED (NIC) NOT IN CONTRACT. APPLICABLE, AND BE MINIMUM 7/8" THICK OVER METAL MAX. DISTANCE FROM END OF WALL 12" CONSTRUCTION SHALL BE SECURED TO THE JAMB HOMERUN J. BOXES SHALL BE IDENTIFIED. ALL PHONE RECEIVED 2. THE CONTRACTOR AND SUB-CONTRACTORS PARTIC- LATH AND 15# FELT TO UNDERSIDE OF ROOF SHEATHING MIN. HEAD DIAMETER 3/8" AND THE WALL FRAMING WITH SCREWS NOT LESS CONDUIT MUST COMPLY WITH FCC REQUIREMENTS. M-1 - MECHANICAL PLAN IPATING IN THE WORK SHALL GUARANTEE THAT ALL WITH CONTINUOUS 26 GA. G.I. STUCCO WEEP SCREED AT MIN. SHANK DIAMETER 7/32" THAN 2-1/2" IN LENGTH. 6. ALL CONDUCTORS SHALL BE STANDARD ANNEALED M-2 - ROOF MECHANICAL PLAN WORK FOR WHICH HE IS RESPONSIBLE SHALL BE FREE SILL PLATE (SECTION 2506 CBC). MIN. DISTANCE FROM EDGE OF CONCRETE 12" H. DOORS WILL EITHER HAVE DEADBOLTS OR DEAD COPPER WIRE, CONDUCTORS #8 AWG AND SMALLER FROM ANY DEFECTS IN WORKMANSHIP AND MATERIALS WASHER SIZE 16 GA. x 12" LOCKING LATCHES AND HAVE HARDENED INSERTS. SHALL HAVE TYPE "THHN", "THWN" INSULATION, AND FOR A PERIOD OF NO LESS THAN ONE YEAR FROM THE I. STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW CONDUCTORS #6 OR LARGER SHALL HAVE TYPE "XHHW" T24-1 - TITLE 24 GENERAL NOTES '4' San Joaquin County DATE OF COMPLETION THEREOF, AND SHALL BE 24. ALL NEW WALL/ROOF AND ROOF VALLEY FLASHINGS ENERGY REQUIREMENTS: OF 1" AND AN EMBEDMENT OF 5/8" MINIMUM. INSULATION. ,- ` Environmental Health Department RESPONSIBLE FOR THE REPLACEMENT OR REPAIR WITH- SHALL BE 26 GA. G.I. MINIMUM AND 6"x6". 1. ALL INSULATION MATERIALS SHALL CONFORM TO STATE OF J. HOOK-SHAPED OR EXPANDING-LUG DEADBOLTS 7. ELECTRICAL CONTRACTOR SHALL PROVIDE GROUNDING T24-2 - TITLE 24 CALCULATIONS a� `•' E. Ave.on 95205 OUT ANY ADDITIONAL CHARGE FOR ALL WORK DONE OR 25. PROVIDE NON-ABSORBENT GYPSUM BOARD 6' HIGH ON CALIFORNIA ENERGY STANDARDS, TITLE 20, CHAPTER 2, SHALL HAVE A MINIMUM 3/4" THROW. IN AN APPROVED MANNER AS REQUIRED BY CODE. T24-3 - TITLE 24 INFORMATION i° (209)468-3420 MATERIALS FURNISHED IN ACCORDANCE WITH THIS 3 WALLS OF SHOWERS AND TUBS, OR INSTALL ONE- SUB-CHAPTER 4, ARTICLE 3. K. CYLINDER GUARDS SHALL BE INSTALLED ON ALL PROVIDE BONDING JUMPERS FOR ALL RECEPTACLES. APPROVED WITH CONDITIONS THAT BECOME DEFECTIVE WITHIN ONE YEAR AFTER PIECE FIBERGLASS UNITS. 2. SWINGING DOORS OR WINDOWS TO THE EXTERIOR OR UN- CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS 8. VERIFY LOCATIONS OF OUTLETS, PROVIDE CONTROL T24-4 - TITLE 24 INFORMATION SUBSTANTIAL COMPLETION OF WORK. 26. BATHROOM AND KITCHEN FLOOR/WALLS REQUIRE A NON- CONDITIONED SPACES SHALL BE FULLY WEATHERSTRIPPED, BEYOND THE FACE OF THE DOOR OR IS OTHERWISE CONDUIT WIRE AND AUXILIARIES FOR A COMPLETE For conditions,please see approval letter dated:2-2-21 3. ALL WORK SHALL BE PERFORMED IN A THOROUGHLY ABSORBENT COVERING SUCH AS CERAMIC TILE OR EQUAL. GASKETED, OR OTHERWISE TREATED TO LIMIT AIR ACCESSIBLE WITH GRIPPING TOOLS. INSTALLATION. Approved by: lCadeahNe LrNGca�'eJpate:Feb 02,2021 FIRST CLASS AND WORKMANLIKE MANNER IN CONFORMITY FLOOR COVERING SHALL BE SLIP-RESISTANT. EXTEND INFILTRATION. L. INSTALL DEADBOLT TOP AND BOTTOM ON INACTIVE 9. THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE E1 - GENERAL NOTES & SYMBOLS WITH PLANS AND SPECIFICATIONS AND SHALL BE IN WALL COVERING UP 48" MIN. ABOVE FINISH FLOOR. 3. ALL DOMESTIC AND HEATING HOT WATER LINES SHALL LEAF OF DOUBLE DOORS AND UPPER LEAF OF DUTCH AND MAKE A SURVEY OF EXISTING CONDITIONS WHICH E2 - SITE PLAN GOOD AND USABLE CONDITION AT DATE OF COMPLETION. 27. PROVIDE SHATTER PROOF SHOWER ENCLOSURES AT ALL BE INSULATED AS REQUIRED. TYPE DOORS WITH 1/2" MINIMUM EMBEDMENT. MAY AFFECT OR BE AFFECTED BY THE WORK UNDER 4. THE CONTRACTOR SHALL PAY FOR ALL NECESSARY SHOWERS AND AT TUBS WHERE INDICATED. 4. NEW FULL HEIGHT WALLS AND ALL UTILITY PENETRATIONS M. GLASS DOORS SHALL BE FULLY TEMPERED. E3 - ELECTRICAL PLAN PLAN CHECK, BUILDING PERMIT AND/OR FEES WITH 28. NO BATH MEDICINE CABINETS, ELECTRICAL PANELS, OR THROUGH NEW AND EXISTING WALLS, FLOORS AND N. UNFRAMED GLASS DOORS SHALL BE A MINIMUM 1/2" MADESONTIO E DRAWINGSTOEXISTINGIOCONDITIONSESHALL E4 - LIGHTING PLAN oQ ESS/ ` RESPECT TO THE K. WALL HEATERS SHALL PIERCE DIVISION OR SHAFT CEILINGS SHALL BE SEALED, CAULKED, OR WEATHER- THICK AND FULLY TEMPERED. BE SUBJECT TO VERIFICATION BY CONTRACTOR IN HIS E5 - ELECTRICAL CALCULATIONS Q�' E' 5. THE CONTRACTOR SHALL KEEP THE PREMISES FREE ENCLOSURE WALLS. STRIPPED TO LIMIT AIR INFILTRATION. 0. NARROW FRAMED GLASS DOORS SHALL HAVE A SINGLE SURVEY AND IN THE PROGRESS OF THE WORK. �w yCi FROM ANY ACCUMULATION OF WASTE MATERIAL AND 29. INSIDE FINISH DIMENSIONS OF SHOWER AND TOILET 5. A NIGHT SETBACK THERMOSTAT SHALL BE INSTALLED PANE OF MINIMUM 1/4" FULLY TEMPERED GLASS. 10. FURNISH, INSTALL, AND MAINTAIN TEMPORARY SERVICE. y RUBBISH AND SURPLUS MATERIAL AND LEAVE THE COMPARTMENTS MUST BE 30" MIN. CLEAR WIDTH AND AT A HEIGHT NOT TO EXCEED 48" ABOVE FINISH FLOOR. 5. ALL OPENABLE SLIDING DOORS AND WINDOWS SHALL 11. THIS ENGINEER ASSUMES NO LIABILITY OR RESPON- P1 - GENERAL NOTES BC DETAILS c� NO' C53Z10 ren PREMISES BROOM CLEAN DAILY. UPON COMPLETION OF 24" MIN. CLEAR SPACE IN FRONT OF TOILET. 6. DUCTS SHALL BE CONSTRUCTED, INSULATED, AND HAVE SUBSTANTIAL LOCKING DEVICES, BEAR FORCED SIBILITY TO ANYONE WHATSOEVER AS A RESULT OF ANY � r" CONSTRUCTION, THE CONTRACTOR SHALL WASH ALL 30. GAS FIRED WATER HEATERS REQUIRE 100 S.I. COMBUSTION INSTALLED PER CHAPTER 10, 1076 CMC, AND MECHANICAL ENTRY DEVICES, AND WITHSTAND TEST AS SET FORTH INACCURACIES OR CHANGES IN INFORMATION FURNISHED P2 - SITE PLAN WINDOWS, SWEEP, WASH AND/OR POLISH ALL FLOORS, AIR VENTS EACH WITHIN 12" OF CEILING AND FLOOR AND SPECIFICATIONS. IN SECTIONS 6706 AND 6707 OF THE CBC TO ENGINEER ON WHICH THESE PLANS WERE BASED. P3 - FLOOR PLAN (HOT & COLD WATER) AND VACUUM AND SHAMPOO ALL CARPETING. A 24" MIN. WIDTH DOOR. WATER HEATERS ARE NOT 7. BACKDRAFT DAMPERS FOR ALL EXHAUST AND FAN 6. SLIDING GLASS DOORS AND WINDOWS SHALL BE 12. ALL MATERIAL AND ELECTRICAL EQUIPMENT EXPOSED TO CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS PERMITTED IN ANY BEDROOM, BATHROOM, OR CLOTHES SYSTEMS SHALL BE INSTALLED AS REQUIRED. EQUIPPED WITH LOCKING DEVICES AND SHALL BE WEATHER SHALL BE WEATHERPROOFED. P4 - FLOOR PLAN (WASTE & VENT) J'f FROM THE PROJECT SITE AND DISPOSE OF ALL SUCH CLOSET. 8. ALL WATER HEATING AND SPACE CONDITIONING CONSTRUCTED AND INSTALLED SO THAT THEY REMAIN 13. ALL BALLASTS SHALL BE ENERGY SAVING TYPE, P5 �' MATERIALS IN A LEGAL MANNER. 31. WATER HEATERS WITH NON-RIGID WATER CONNECTIONS EQUIPMENT, TOILET FIXTURES AND FAUCETS SHALL BE INTACT WHEN SUBJECTED TO TESTS AS SPECIFIED IN CERTIFIED HIGH POWER FACTOR 120 VOLT AND SHALL - FLOOR PLAN (GAS) or CA01 6. WORK OF THIS CONTRACT SHALL BE ACCOMPLISHED SHALL BE STRAPPED FOR LATERAL SUPPORT. C.E.S. CERTIFIED. THE CBC HAVE AUTOMATIC CLASS "P" THERMAL OVERLOAD P6 - DIAGRAM PLAN SO THAT IT WILL NOT INTERFERE WITH OR DELAY THE 32. ALL CHIMNEYS SHALL HAVE AN APPROVED SPARK 9. UPON COMPLETION OF THE INSULATION INSTALLATION, 7. SLIDING DOORS AND WINDOWS SHALL BE PROVIDED PROTECTION. COMPLETION OF ANY OTHER CONSTRUCTION WORK IN ARRESTOR OR A MIN. 1/4" G.I. SCREEN. BOTH THE BUILDER AND INSULATION APPLICATOR SHALL WITH A DEVICE IN THE UPPER CHANNEL OF THE 14. WHERE SWITCHES ARE SHOWN TOGETHER, THEY SHALL BE P7 - PLUMBING SPECIFICATIONS THE BUILDING. WORK SHALL BE ACCOMPLISHED ON 33. ROOFING: EXECUTE A CARD CERTIFYING THAT THE INSULATION HAS MOVING PANEL TO PROHIBIT RAISING AND REMOVING MOUNTED IN A SINGLE, TWO, OR THREE GANG OUTLET BOX. SOUTH SAN JOAQUIN COUNTY FIRE AUTHORITY DAYS AND DURING HOURS ACCEPTABLE TO THE OWNER. A. LOW SLOPE AREAS-TORCH DOWN MODIFIED BITUMEN BEEN INSTALLED IN CONFORMANCE WITH TITLE 24, PART THE MOVING PANEL IN THE CLOSED OR PARTIALLY 15. ALL OUTLETS WITH 9 TO 13 #12 CONDUCTORS SHALL C mmunity Risk Reduction Division BE 4" SQ 7. SHOP DRAWINGS AND MATERIAL SUBMITTALS REQUIRED AS MANUFACTURED BY DIBITEN (ICBO 4392) AND 2, CHAPTER 2-53 OF THE C.A.C. THE CARD MUST BE CLOSED POSITION. OR 5 SHALL BE PROVIDED BY THE CONTRACTOR FOR REVIEW SHALL BE INSTALLED OVER 30# FELT AND PER LOCATED IN A CONSPICUOUS PLACE WITHIN BUILDING. 8. ANY RELEASE OF METAL BARS, GRILLES, GRATES, OR . BY 2-1/8" DEEP " SQ. BY 1-1/2" DEEP, OUTLETS WITH 14 TO 18 #12 CONDUCTORS SHALL BE 5" LEGAL DESCRIPTION AND ACCEPTANCE PRIOR TO ORDER AND FABRICATION. MANUFACTURER'S SPECIFICATIONS. (SEE PLANS) 10. ALL EXTERIOR WALLS SHALL BE INSULATED WITH BLANKET SIMILAR DEVICES TO PRECLUDE HUMAN ENTRY SHALL BE SQ. BY 2-1/8" DEEP AS PER ARTICLE 370-6 1993 N.E.C. - . 127117 11@ 8. PROVIDE SANITARY TOILETS DURING CONSTRUCTION PER B. ALL OTHER SLOPES-TYPE 'A' CONCRETE TILE OR TYPE MINERAL FIBER OR GLASS FIBER INSULATION CON- LOCATED ON THE INSIDE OF THE ADJACENT ROOM AND ELECTRICAL CODE. LOCAL BUILDING CODES. ASPHALT SHINGLES INSTALLED OVER 30# FELT PER FORMING WITH FEDERAL SPECIFICATION HH-521E, WITH AT LEAST 24" FROM THE CLOSEST OPENING THROUGH 16. ALL BACK TO BACK OUTLETS IN WALL SHALL BE OFFSET Approved by: 9. CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS MANUFACTURER'S SPECIFICATIONS. (SEE PLAN) THERMAL RESISTANCE VALUE OF NOT LESS THAN R-11 SUCH METAL BARS, GRILLES, GRATES, ETC. THAT A MINIMUM OF 2 FEET. NO BOXES WILL BE PERMITTED DAMAGED OR DESTROYED BY ANYONE UNDERNEATH HIS WITH VAPOR BARRIER AT CONDITIONED SIDE U.N.O. EXCEEDS 2" IN ANY DIRECTION AND SHALL COMPLY BACK TO BACK IN THE STUD SPACE ANY WHERE IN THIS SITE ADDRESS: 3001 -3323 N. Trac Blvd., TCA RESPONSIBILITY AT NO COST TO OWNER. CONCRETE: 11. ALL CEILINGS OF ROOF/CEILING ASSEMBLIES SHALL BE WITH LOCAL FIRE DEPARTMENT REQUIREMENTS. PROJECT. y Tracy, 1. CONCRETE STRENGTH SHALL BE MINIMUM 2500 PSI INSULATED WITH EITHER: A.) BLANKET TYPE MINERAL 9. AT ALL EXTERIOR SWINGING DOORS OR ACTIVE LEAF 17. FOR CONNECTION OF EXHAUST FANS, PUMPS, COMPRESSORS, LJ•J DEMOLITION NOTES: CEMENT RATIO AFTER 28 DAYS UNLESS NOTED OTHERWISE. FIBER CONFORMING TO FED. SPEC. HH-1-521E R-38 OR OF DOUBLE DOORS, LOCKING HARDWARE SHALL BE KEY SPACE AND WATER HEATERS, AQUASTATS, SOLENOID VALVE ZIP CODE: 95377 01. ALL DEMOLISHED ITEMS AND RESULTING DEBRIS SHALL 2. NEW CONCRETE SLABS SHALL BUTT-JOINT EXISTING B.) FIBERGLASS INSULATION CONFORMING TO FED. SPEC. OPERATED FROM THE OUTSIDE AND OPERATED FROM AND OTHER MECHANICAL EQUIPMENT, AND FOR CONDUITS BECOME THE PROPERTY OF THE CONTRACTOR UNLESS SLABS AND BE FLUSH WITH EXISTING SLABS UNLESS HH-1-1030A, R-38 UNLESS OTHERWISE NOTED. THE INSIDE BY A DEVICE NOT PROHIBITED BY CHAPTER AND WIRE REQUIRED BUT NOT NECESSARILY SHOWN ON NOTED OTHERWISE, AND SHALL BE PROPERLY DISPOSED NOTED OTHERWISE. 12. ALL SLIDING DOORS AND WINDOWS SHALL BE CERTIFIED 33 OF THE CBC ON DRAWINGS, REFER TO MECHANICAL PLANS, IF ANY, PROPERTY TYPE: RETAIL (/) OF OFF SITE IN A LEGAL MANNER. 3. CLEARANCES FOR CONCRETE SHALL BE 3" WHERE AND LABELED TO SHOW CONFORMANCE WITH AIR INFIL- 10. OVERHEAD GARAGE DOORS SHALL BE SECURED WITH A AND DETERMINE EXACT LOCATION UNDER DIRECTION OF Z) 2. CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING, EXPOSED TO SOIL AND 2" WHERE EXPOSED TO TRATION STANDARDS OF AMERICAN STANDARD INSTITUTE, CYLINDER LOCK, PADLOCK WITH A HARDENED STEEL HVAC AND PLUMBING CONTRACTOR. J PROPING AND BRACING REQUIRED TO MAINTAIN THE WEATHER. A134-1 THRU A134-4; WHEN TESTED IN ACCORDANCE SHACKLE, METAL SLIDE BAR BOLT OR EQUIVALENT 18. VERIFY LOCATIONS OF THERMOSTAT CONTROLLING A/C LOT: 36 O_ STRUCTURAL INTEGRITY OF THE EXISTING BUILDINGS TO 4. USE DOBY'S TO OBTAIN PROPER PLACEMENT OF ALL WITH ASTM, E 283073 WITH A PRESSURE DIFFERENTIAL WHEN NOT OTHERWISE LOCKED BY ELECTRIC OPERATION. UNITS. DISCONNECT SWITCH SHALL BE WEATHERPROOF. REMAIN AFTER DEMOLITION. THIS REQUIREMENT IS THE REINFORCEMENT, TYPICAL WHERE APPLICABLE. OF 1.57 P.S.F. 11. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED. 19. ELECTRICAL OUTLETS IN KITCHENS AND BATHROOMS Q SOLE RESPONSIBILITY OF THE CONTRACTOR AND SHALL 5. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE 13. REQUIRED TINTED GLAZING SHALL BE PERMANENTLY FINISH NOTES: SHALL BE 42" A.F.F. AND TYPE 'GFI" U.N.O. BUILDING/UNIT (SQFT): 1 ,538 (sq ft) = REMAIN IN EFFECT THROUGHOUT THE CONSTRUCTION CONFORMING TO ASTM A 615-60. WELDED WIRE FABRIC TINTED OR PERMANENTLY SURFACE COATED BY THE 1. VERIFY ALL FINISHES AND COLORS WITH OWNER. 20. CONTRACTOR SHALL PROVIDE AND INSTALL SMOKE Q PROCESS. SHALL BE 6"x6"/10#x10# MINIMUM AND CONFORM TO MANUFACTURER OF THE GLAZING MATERIAL, AND SHALL 2. SEE REFLECTED CEILING PLAN, IF ANY, FOR CEILING DETECTORS PER CBC 310.91. "SMOKE DETECTORS". IN U 3. THE CONTRACTOR SHALL SAFELY CAP ALL AFFECTED ASTM A 185. PROVIDE A MAXIMUM TINTING COEFFICIENT OF 0.55. FINISHES. EXISTING BUILDINGS, DETECTORS MAY BE BATTERY TRACT: 1423 Q GAS, WATER, SEWER AND OTHER AFFECTED UTILITY LINES 6. FOOTING REINFORCEMENT BARS SHALL OVERLAP MINIMUM 14. ALL OPENABLE SLIDING DOORS AND WINDOWS SHALL 3. ALL INTERIOR WALLS, DOORS, TRIM, ETC. TO RECEIVE OPERATED. AFTER REMOVAL OF FIXTURES AND EQUIPMENT. UTILITY 40 DIAMETERS AT ALL CORNERS AND T-INTERSECTIONS. LIMIT AIR LEAKAGE AND BE CERTIFIED AND LABELED TO ONE PRIMER COAT AND TWO FINISH COATS. O LINES TO BE REUSED SHALL BE CAPPED AND SAFELY 7. DESIGN SOIL BEARING VALUE IS 1000 PSF WITHOUT COMPLY WITH TABLE 2-53V OF STATE OF CALIFORNIA 4. INTERIOR FINISHES TO HAVE FLAME SPREAD AND SMOKE PROJECT COMPLETION: OCCUPANCY GROUP: B = EXPOSED. SOILS REPORT. ALL FOOTINGS SHALL BE POURED ON ENERGY CODE. DENSITY RATINGS AS FOLLOWS: (TABLE 8-A,B) BEFORE THE WORK SHALL BE ACCEPTED, CONTRACTOR SHALL U 4. THE ARCHITECT/ENGINEER IS NOT RESPONSIBLE FOR UNDISTURBED SOIL. 15. ALL FIXED WINDOWS SHALL BE SEALED TO LIMIT AIR CORRIDORS, LOBBYS, FOYERS - SMOKE DENSITY 150 DEMONSTRATE TO ALL PARTIES CONCERNED THAT THE CONDITIONS ON THE JOB SITE, SCHEDULING, SEQUENCING INFILTRATION. FLAME SPREAD 11; ENTIRE WORK IS COMPLETE AND IN PROPER OPERATING TYPE OF CONSTRUCTION: VB :E OR CONSTRUCTION MEANS AND METHODS EMPLOYED BY CONCRETE BLOCK: 16. PROVIDE AND INSTALL THE FOLLOWING: OTHER ROOMS/AREAS - SMOKE DENSITY 450, CONDITION AND THAT THE CONTRACT HAS BEEN FULLY AND THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE 1. ALL CONCRETE BLOCK UNITS SHALL BE STANDARD A. SEAL OR ASTRAGAL AT SILL, HEAD, AND JAMBS FLAME SPREAD III PROPERLY EXECUTED. Q Q FOR IMPLEMENTING ALL SAFETY MEASURES SPECIFIED WEIGHT GRADE _" UNITS PER ASTM C-90-70. B. 1" MINIMUM OVERLAP AT JAMBS FOR ALL DOORS 5. CONTRACTOR SHALL INSTALL ALL FINISH MATERIALS J J OR IMPLIED AND SHALL SOLELY BE RESPONSIBLE FOR 2. MORTAR SHALL BE TYPE "S", f'c=2500 PSI. MOUNTED ON EITHER SIDE OF EXTERIOR WALLS AND LIGHTING FIXTURES. COORDINATE WITH OWNER AS FIRE SPRINKLER SYSTEM: VICINITY MAP o of SITE SAFETY. 3. LAP REBARS 40 DIAMETERS MINIMUM. C. WEATHERTIGHT ASTRAGAL OR SEAL AT MEETING PART TO PROVIDING MATERIALS. ANY MODIFICATIONS TO THE EXISTING FIRE SPRINKLER,&OR 5. CONTRACTOR SHALL INSPECT JOBSITE FOR ANY POSSIBLE 4. FILL ALL CELLS SOLID WITH GROUT. GROUT TO BE 1:2:3 OF SECTIONAL, BI-PARTING, OR DOUBLE DOORS FIRE ALARM SYSTEM SHALL BE SUBMITTED TO THE SOUTH SAN LLI ASBESTOS CONTAMINATION. IF ASBESTOS IS DETECTED, (PEA GRAVEL) 1/10 LIME f'c=1500 PSI. D. CONTINUOUS MOUNTING ANGLE FOR DOORS REQUIRING PAINTING: JOAQUIN COUNTY FIRE AUTHORITY FOR REVIEW AND U) REMOVAL SHALL BE IN ACCORDANCE WITH ALL LOCAL, 5. MAXIMUM 8' VERTICAL POUR WITH CLEANOUTS AND 5' VERTICAL TRACKS OR GUIDES. SEAL TRACKS ALSO 1. ALL PAINT SHALL BE OF FIRST QUALITY DELIVERED TO APPROVALP PRIOR TO INSTALLATION. O G STATE, AND CAL-OSHA GUIDELINES AND REQUIREMENTS. MAXIMUM WITHOUT CLEANOUTS. TO LIMIT AIR INFILTRATION THE JOB IN UNBROKEN CONTAINERS, AND SHALL BE MIXED 17. OPEN EXTERIOR JOINTS AROUND DOOR AND WINDOW IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS PROJECT DESCRIPTION: -we. 41� Q GENERAL NOTES: STRUCTURAL STEEL: FRAMES; BETWEEN WALLS AND FOUNDATIONS, WALLS (DUNN EDWARDS, FRAZEE, DUTCHBOY, OR EQUAL). Q W 1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS 1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36. AND ROOF, AND WALL PANELS; AND AT UTILITY 2. ALL NAIL HOLES, CRACKS, AND JOINTS ARE TO BE TENANT IMPROVEMENT FOR NEW ICE CREAM PARLOR "La Michoacana Plus". dopp 0� Of OF THE CURRENT EDITION OF THE CALIFORNIA 2. ALL STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM ENVELOPE PENETRATIONS SHALL BE SEALED, CAULKED, PROPERLY PUTTIED AFTER PRIMING. EXISTING WALLS 0- U BUILDING CODE, LOCAL BUILDING CODES, ORDINANCES A-53, GRADE B. OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. TO BE PAINTED WITH ONE COAT OF SEMI-GLOSS PAINT. APPLICABLE CODES: � _ • - OF LOCAL GOVERNING AUTHORITIES AND ANY OTHER 3. GAUGE METAL SHALL CONFORM TO ASTM A-245. 18. 40 LUMENS/WATT EFFICIENCY SHALL BE PROVIDED FOR NEW WALLS SHALL RECEIVE ONE PRIMER COAT AND TWO 2019 TRACY BUILDING CODE ` Ar REGULATIONS OVER ANY PORTION OF WORK INCLUDING 4. ALL WELDING SHALL BE DONE BY WELDERS CERTIFIED BY GENERAL LIGHTING IN KITCHENS AND BATHROOMS. FINISH COATS OF SEMI-GLOSS PAINT. 2019 CA PLUMBING CODE - - # - THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL THE LOCAL BUILDING DEPARTMENT WITHIN A LICENSED 19. INSTALL AN R-12 EXTERIOR BLANKET ON ALL WATER 3. PAINT TOP, BOTTOM, AND SIDES OF ALL DOORS ALSO. tE�P�1t,-' i SAFETY AND THOSE LISTED IN THESE SPECIFICATIONS. WELDING SHOP. HEATERS AND R-3 PIPE INSULATION ON THE FIRST FIVE 4. CLEAN AND PAINT ALL EXISTING CEILINGS TO BE LEFT 2019 SAN JOAQUIN COUNTY FIRE CODE "41•2 ' 1111111111P2. THE DIMENSIONS IN THE DRAWINGS SHALL TAKE PRE- 5. FIELD WELDING SHALL BE DONE AT HALF STRESS AND FEET OF THE HOT WATER PIPE OUTLET. EXPOSED UNLESS NOTED OTHERWISE. 2019 CA GREEN BUILDING CODE 2019 CA ENERGY CODE C.B.C. 2019 C.P.C. 2019 C.M.C. 2019 CEDENCE OVER THE SCALING OF THE DRAWINGS. SHALL BE DONE BY CERTIFIED AND LICENSED WELDERS. 20. MASONRY AND FACTORY-BUILT FIREPLACES SHALL BE _ � + 3. THE CONTRACTOR SHALL PROVIDE ALL MEASURES 6. ALL SUBSTITUTIONS ARE SUBJECT TO BUILDING DEPARTMENT INSTALLED WITH TIGHT-FITTING CLOSEABLE METAL OR CERAMIC TILE: 2019 CA MECHANICAL CODE C.E.0 2019 C.A.C. 2019 NECESSARY TO 2019 CA ELECTRICAL CODE C.F.C. 2019 CELVC.2019 PROTECT THE STRUCTURE DURING APPROVAL. GLASS DOORS, OUTSIDE AIR INTAKE WITH DAMPER AND 1. PROVIDE CERAMIC AND QUARRY TILE AS SHOWN ON 2019 CALIFORNIA EXISTING BUILDING CODE California Energy code 2019 Title 24 t #, ' * CONSTRUCTION. THIS SHALL INCLUDE BUT NOT BE 7. SPECIAL INSPECTIONS ARE REQUIRED FOR ALL FIELD WELDING FLUE DAMPER. CONTINUOUS BURNING GAS PILOTS ARE PLANS, AS SPECIFIED HEREIN. ALSO IN ADDITION TO LIMITED TO BRACING AND STRUCTURAL SHORING. PER CBC 1701 PROHIBITED. COMPLYING WITH PERTINENT CODES AND REGULATIONS, CONDUCT OF CONSTRUCTION: .. . 002 Revision - 08/31 /20 4. LOADS DUE TO CONSTRUCTION MATERIALS AND EQUIP- LUMBER: 21. ALL GLAZED OPENINGS SHALL BE DUAL-GLAZED. COMPLY WITH THE RECOMMENDATIONS OF THE TILE MENT SHALL NOT EXCEED THE DESIGN LIVE LOAD PER 1. ALL LUMBER USED SHALL BE DOUGLAS FIR LARCH AND TILE COUNCIL OF AMERICA, INC. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED WORK AND � l r - SQUARE FOOT. NECESSARY SHORING SHALL BE PROVIDED SHALL HAVE THE FOLLOWING STRESSES (psi): GENERAL DOOR NOTES: 2. PORTLAND CEMENT SHALL COMPLY W/ASTM C150, TYPE I. ENGINEER'S RIGHT TO INSPECT OR SUSPEND THE WORK IS LIMITED THERETO. THE el ■ % 001 Revision - 07/15/20 WHERE THE STRUCTURE HAS NOT ATTAINED TOTAL FLOOR MEMBERS ROOF MEMBERS 1. DOORS MUST OPEN OVER A LANDING NOT MORE THAN 3. DRY-SET MORTAR SHALL BE STANDARD COMMERCIAL ENGINEER WILL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OR - . DESIGN STRENGTH. 1/2" BELOW THE THRESHOLD. PRESANDED BRAND COMPLYING WITH ANSI A118.1. CHARGE OF CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR - No. Revision Issue Date JOIST//RAFTERS N0. 1 Fb=1150 Fv=95 Fb=1438 Fv=119 PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH 5. ALL APPLIANCES AND ITEMS NOTED TO BE FURNISHED 4x SAWN BEAMS NO. 1 Fb=1150 Fv=95 Fb=1438 Fv=119 2• GLASS DOORS, ADJACENT PANELS, AND ALL GLAZED 4. GROUT SHALL BE "HYDROMENT" GROUT FROM STANDARD THE WORK. THE ENGINEER WILL NOT BE RESPONSIBLE FOR OR HAVE CONTROL OR � BY OWNER SHALL BE HOOKED UP, CONNECTED AND 6x SAWN BEAMS NO. 1 Fb=1350 Fv=85 Fb=1688 Fv=106 OPENINGS WITHIN 18" OF THE ADJACENT FLOOR OR COLORS, OF THE MANUFACTURER FOR ALL TILE. OWNER CHARGE OVER THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS, A ' POSTS & TIMBERS NO. 1 Fb=1200 Fc=1000 (E=1,600,000) OTHER HAZARDOUS LOCATION SHALL BE OF GLASS SHALL SELECT COLORS. PROPERLY FITTED BY THE APPROPRIATE SUB-CONTRACTOR. OR ANY OF THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING 1R ; 6. FLOOR AND WALL OPENING SLEEVES, VARIATION IN THE 2. ALL LUMBER IN CONTACT WITH CONCRETE, AND WITHIN APPROVED FOR IMPACT HAZARD AND CONFORM TO ANSI 5. ALL TILES SHALL MATCH EXISTING COLORS AND SIZE ANY OF THE WORK. Firm Name and Address }} STRUCTURAL SLAB ELEVATIONS, DEPRESSED AREAS, AND 6" FROM FINISH GRADE, SHALL BE PRESSURE TREATED 287.1 AS CLOSE AS POSSIBLE U.N.O. l CaIMPI COLI structIon DPS/ C1 S ALL OTHER ARCHITECTURAL, MECHANICAL, ELECTRICAL, DOUGLAS FIR OR "GRADE MARKED" FOUNDATION GRADE 3. INTERIOR AND EXTERIOR THRESHOLDS SHALL BE A 6. PROVIDE COVE BASE, NOSINGS, AND OTHER ACCESSORY ABBREVIATIONS .11 .g AND/OR CIVIL REQUIREMENTS MUST BE COORDINATED REDWOOD OR CEDAR. MAXIMUM 1/2" ABOVE THE ADJACENT FLOOR. TILE AS REQUIRED FOR A COMPLETE AND PROPER Drafting&Design Services -Tel.(818)-479-3840 BEFORE THE CONTRACTOR PROCEEDS WITH CONSTRUCTION. 3. WALLS SHALL BE BRACED AT EACH END AND 25' O.C. 4. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND INSTALLATION. ABV. - ABOVE FAU. - FORCED AIR UNIT Email:info@calmeldesigns.com 7. DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES MAXIMUM WHERE WALL LENGTH EXCEEDS 25 FEET. SLIDING DOORS SHALL HAVE A SMOOTH UNINTERRUPTED 7. EXAMINE THE AREA AND CONDITIONS WHERE TILE IS UNLESS SPECIFICALLY INDICATED OTHERWISE. 4. FLOOR JOIST HAVING DEPTH/THICKNESS RATIO OF 6 OR SURFACE. A NARROW FRAME WITH A BEVELED TOP EDGE TO BE INSTALLED AND VERIFY ALL AREAS TO RECEIVE A.C. - AIR CONDITIONING FLR. - FLOOR SYMBOLS 8. ALL SYMBOLS AND ABBREVIATIONS USED ON THE MORE SHALL BE SUPPORTED LATERALLY BY BRIDGING (30• MAX. BEVEL TO VERTICAL PLANE) INSTALLED AT TILE ARE IN SATISFACTORY CONDITION PRIOR TO TILE A.F.F. - ABOVE FINISH FIN. - FINISH DRAWINGS ARE CONSIDERED TO BE CONSTRUCTION INSTALLED AT 8' O.C. BRIDGING MAY BE OMITTED AT BOTTOM OF GLASS DOOR (WITH NO SIDE FRAMES) MAY BE INSTALLATION. CORRECT AREAS AS REQUIRED . FLOOR F.J. FLOOR JOIST STANDARDS. IF THE CONTRACTOR HAS QUESTIONS RE- ENDS OF JOISTS WHICH ARE NAILED OR FASTENED TO USED IN LIEU OF PROVIDING THE REQUIRED 10" UNINTER- 8. COMPLY WITH ANSI A108.1 OR ANSI A108.5 AS ALUM. - ALUMINUM FT. - FEET DETAIL GARDING SAME, OR THEIR EXACT MEANING, THE ARCHITECT/ FRAMING MEMBERS. RAFTERS GREATER THAN 8" IN DEPTH RUPTED SURFACE AT BOTTOM OF DOOR. APPROPRIATE FOR THE CONDITIONS OF INSTALLATION. ACC. PNL.- ACCESS PANEL FTG. - FOOTING ENGINEER SHALL BE NOTIFIED FOR CLARIFICATION. SHALL BE SUPPORTED LATERALLY AT ENDS AND AT EACH 5. ALL PRIMARY ENTRANCES TO BUILDINGS USED BY THE 9. EXTEND TILE INTO RECESSES AND UNDER EQUIPMENT. APPROX. - APPROXIMATE FLIT. - FUTURE DETAIL NUMBER DETAIL CUT 9. ALL WALLS OVER 4' LONG SHALL HAVE DRYWALL NAILED SUPPORT BY 2" MIN. SOLID BLOCKING, FULL DEPTH, PUBLIC SHALL BE ACCESSIBLE TO HANDICAPPED. THE 10. TERMINATE TILE NEATLY AT OBSTRUCTIONS, EDGES, A.T. - ASPHALT TILE F.G. - FINISH GRADE A ETAIL NUMBER WITH 6d COOLER NAILS AT 7" O.C. AT ALL BEARING UNLESS NAILED TO HEADER, RIM JOIST, OR ADJOINING STUD. "PATH OF TRAVEL" ACCESS MUST BE PROVIDED FROM AND CORNERS WITHOUT DISRUPTION OF PATTERN OR 2 WALLS, NOT REQUIRED WHERE PLYWOOD SHEATHING 5. FLOOR JOISTS SHALL BE DOUBLED UNDER ALL BEARING BOTH THE HANDICAP PARKING SPACES AND THE PUBLIC JOINT ALIGNMENT. BEL. - BELOW GA. - GAUGE 6 6 HEET NUMBER WHERE OCCURS UNLESS NOTED OTHERWISE. WALLS RUNNING PARALLEL TO RAFTERS. (SEE PLAN) SIDEWALK ADJOINING THE PROPERTY. 11. ALIGN JOINTS WHEN ADJOINING TILES. BLK'G. - BLOCKING G.I. - GALVANIZED IRON DETAIL IS LOCATED4 10. ALL CEILING HEIGHTS AS SHOWN ON DETAILS, PLANS, 6. FIRE BLOCK, AT 8' O.C. MAX., STUD WALLS AND PARTITIONS SECURITY REQUIREMENTS: 12. PROVIDE UNIFORM JOINT WIDTHS. BET. - BETWEEN GL. - GLASS SHEET NUMBER WHERE SHEET NUMBER Project Name and Address OR NOTES ARE FROM CONCRETE SLAB FLOOR TO (INCLUDING FURRED SPACES) AT FLOOR-CEILING, SOFFITS, ALL EXTERIOR OPENINGS ARE SECURITY OPENINGS AND 13. UPON COMPLETION OF THE WORK OF THIS SECTION, BLDG. - BUILDING GYP. BD. - GYPSUM BOARD DETAIL IS REFERENCED CEILING FRAMING. AND MIDHEIGHT OF WALLS OVER 8'-0" IN HEIGHT. SHALL COMPLY WITH THE FOLLOWING: CLEAN ALL SURFACES AS RECOMMENDED BY MFR. BOT. - BOTTOM CLG MOUNTED 5 MIN. 11. PROVIDE GALVANIC SEPARATION BETWEEN ALL DISSIMILAR 7. NOTCHING OF EXTERIOR BEARING/NON-BEARING WALLS 1. PROVIDE DOOR VIEWERS, VIEW PORTS, OR VIEWING 14. ALL TILE INSTALLED AT FLOORS OR ANY FOOT TRAFFIC BM. - BEAM HDR. - HEADER O AIR CHANGE EXHAUST La Michoacana Plus METALS. SHALL NOT EXCEED 25%/40% RESPECTIVELY. BORED HOLES WINDOWS AT ALL DWELLING OR GUEST ROOM ENTRANCE AREAS SHALL BE SLIP-RESISTANT. HDWR. - HARDWARE INTERIOR ELEVATION FAN ON LIGHT SWITCH 12. PROVIDE DUST BARRIERS TO ARREST SPREAD OF DUST, SHALL NOT EXCEED 40%/60% RESPECTIVELY. DOORS. SUCH WINDOWS OR VIEW PORTS SHALL BE C - CARPET HGT. - HEIGHT 3081 DEBRIS AND NOISE FROM WORK AREAS TO OCCUPIED 8. ALL FRAMING SHALL BE FIRST CLASS THROUGHOUT, CONSTRUCTED PER BUILDING CODE. CABINET WORK: C.F.M. - CUBIC FT/MIN HORIZ. - HORIZONTAL INDICATES � G.F.I. RECEPTACLE N Tracy Blvd. AREAS. PROPERLY NAILED, TRUE AND PLUMB. 2. METAL OR DOOR OVERHEAD OR SLIDING DOORS SHALL 1. ALL CABINET WORK SHALL BE STANDARD GRADE U.N.O. C.I. - CAST IRON H.W. - HOT WATER 1 DIRECTION 13. PROVIDE AND LOCATE ACCESS DOORS OR PANELS IN 9. BLOCK ALL EDGES OF PLYWOOD OR USE 3/4" MIN. T&G BE SECURED PER 91.673. 2. ALL CABINETS SHALL BE AS DETAILED ON PLANS, IF C.J. - CEILING JOIST 2 4 -F HOSE BIBB Tracy, CA, 95304 CEILINGS AND WALL CONSTRUCTION AS REQUIRED BY PLYWOOD. ROOF SHEATHING SHALL HAVE SURFACE GRAIN 3. METAL ACCORDION-GRATE OR GRILLE-TYPE DOORS APPLICABLE, BE OF STAIN GRADE CLEAR PINE VENEER CLR. - CLEAR INSUL. - INSULATION 3 -+ GAS LINE INSTALLATION OF MECHANICAL AND PLUMBING WORK. PERPENDICULAR TO SUPPORTS AND JOINTS SHALL BE SHALL HAVE METAL GUIDES AT TOP AND BOTTOM. PLYWOOD, AND HAVE CAPPED EDGES WHERE EXPOSED. CLG. - CEILING INT. - INTERIOR DETAIL NUMBER 14. GENERAL CONTRACTOR SHALL MAKE ALL REQUIRED STAGGERED. VERTICAL SHEATHING SHALL BE PARALLEL TO 4. SWINGING DOOR REQUIREMENTS: 3. CABINETRY TO HAVE TWO FINISH COATS OF SEMI-GLOSS CONIC. - CONCRETE 1/1 - INSIDE TO INSIDE Co UTILITY CONNECTIONS. SUPPORTS SPACED NO MORE THAN 16" O.C. MAXIMUM. A. WOOD FLUSH-TYPE DOORS SHALL BE A MINIMUM ENAMEL. CONT. - CONTINUOUS SECTION AO WINDOW LETTER 1 15. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT 10. PLYWOOD SHALL BE DOUGLAS FIR CONFORMING TO 1-3/8" THICK WITH A SOLID CORE. 4. SHOP ASSEMBLED UNITS SHALL RECEIVE FINISH IN SHOP. C.W. - COLD WATER JST. - JOIST DETAIL NUMBER U THE FINISHED STRUCTURE. UNLESS OTHERWISE NOTED, COMMERCIAL STANDARDS PS-1-74. PLYWOOD SHALL BE B. HOLLOW CORE DOORS OR DOORS LESS THAN 1-3/8" CLO. - CLOSET LAM. - LAMINATED A THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. BONDED WITH EXTERIOR GLUE AND BE EXTERIOR TYPE THICK SHALL BE COVERED ON THE INSIDE FACE ELECTRICAL/MECHANICAL/PLUMBING: A O DOOR NUMBER Project Sheet 0. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WHERE EXPOSED TO WEATHER. WITH 16 GA. MIN. SHEET METAL ATTACHED WITH ALL WORK DONE PER THESE DRAWINGS AND MATERIALS DIA. - DIAMETER LUM. - LUMINOUS j WORK AND HE WILL BE SOLELY RESPONSIBLE FOR ALL 11. ALL SHEAR PANELS SHALL BE FULL HEIGHT FROM SILL SCREWS AT 6" O.C. AROUND PERIMETER OR EQUAL. SHALL COMPLY WITH ALL CURRENT APPLICABLE CODES AND 6 6 HEAT NUMBER WHERE 20-001 DWG. - DRAWING DETAIL IS LOCATED CLG. MOUNTED SMOKE 0 CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PLATE TO UNDERSIDE OF ROOF DIAPHRAGM. C. WOOD PANEL TYPE DOORS SHALL BE FABRICATED ORDINANCES. USE NEW MATERIALS ONLY U.N.O. EXISTING MAX. - MAXIMUM AND PROCEDURES. THE CONTRACTOR WILL BE SOLELY 12. ALL CONNECTORS CALLED OUT ARE AS MANUFACTURED OF LUMBER NOT LESS THAN 9/16" THICK WITH MATERIALS MAY BE REUSED IF THEY CONFORM TO ALL MFR'G - MANUFACTURING SHEET NUMBER WHERE ® DETECTOR CONNECTED 'll AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE BY SIMPSON "STRONG TIE" AND SHALL BE INSTALLED SHAPED PORTIONS NOT LESS THAN 1/4". STILES APPLICABLE CURRENT CODES. OTHERWISE, CONTRACTOR WILL ELEC. - ELECTRICAL MFR. - MANUFACTURER DETAIL IS REFERENCED TO 110V CIRCUIT Date Irom JOBSITE, INCLUDING SAFETY OF ALL PERSONS AND PER MANUFACTURER'S SPECIFICATIONS. AND RAILS SHALL NOT BE LESS THAN 1-3/8"x3" REPLACE MATERIALS AS REQUIRED. CONTRACTOR SHALL ELEV. - ELEVATION M.H. - MAN HOLE f �. City Of ray 04/15/20 PROPERTY DURING PERFORMANCE OF THE WORK. THIS 13. PROVIDE DOUBLE TOP PLATE SPLICES WITH MINIMUM 48" IN WIDTH. INSPECT AND REPAIR ALL EXISTING MATERIALS, EQUIPMENT, EQ. - EQUAL MIN. - MINIMUM APPR VE 0 EXIST. - EXISTING TRACY as shown O REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE OVERLAP AND 16d NAILS AT 6" O.C. U.N.O. & FIXTURES TO REMAIN TO INSURE PROPER WORKING ORDER. MTL. - METAL Scale LIMITED TO NORMAL WORKING HOURS. 14. ALL NAILING SHALL CONFORM TO CBC TABLE 23-11-B-1. EXT. - EXTERIOR !!�J 12/11/ 02 16. NAILING OF GYPSUM BOARD SHALL BE WITH 6d NAILS 15. ALL SHEAR WALL AND ROOF SHEATHING SPECIAL NAILING N.G. -NATURAL GAS �I! Developme tSer ices N AT 7" O.C. UNLESS NOTED OTHERWISE TO ALL STUDS, SHALL BE INSPECTED AND APPROVED BY BUILDING NTS -NOT TO SCALE %fl,11.,F,F,,;,.,.... Building Division TOP AND BOTTOM PLATES, AND ALL BLOCKING. INSPECTOR PRIOR TO BEING COVERED. N.I.C. -NOT IN CONTRACT U. COM20-0158 pc-6