Loading...
HomeMy WebLinkAboutA0.0 Cover Sheet V1APPROVED DAME OWM22 FILENUMBER.-­ I N T1 M E TE C 580 E. CORPORATE DR., SUITE 100 MERIDIAN, IDAHO 83642 ABBREVIATIONS GENERAL PROJECT NOTES PROJECT DIRECTORY & AND DISP DISPENSER GI GALVANIZED IRON SHOWER A. THE SCOPE OF WORK SHALL BE DETERMINED BY ALL CONSTRUCTION DOCUMENTS, PERMIT OWNER, TENANT ® AT DIV DIVISION GL GLASS, GLAZING (N) NORTH SHTH DOCUMENTS AND CONTRACTS NEGOTIATED WITH THE OWNER. If NO FORMAL CONSTRUCTION AB ANCHOR BOLT DL DEAD LOAD GLU-LAM GLUE -LAMINATED NF NEAR FACE SIM SIMILAR CONTRACT HAS BEEN ENTERED INTO, THE OWNER, CONTRACTOR AND ARCHITECT SHALL FOLLOW AIA IN TIME TEC A/C AIR CONDITIONING ON DOWN GLB GLUE LAMINATED BEAM NO. NOT IN CONTRACT SND SANITARY NAPKIN DISPENSER A101, A201 & 8141 FOR CONTRACTUAL PROCEDURES. 580 E. CORPORATE DR., SUITE 100 ACOUS ACOUSTICAL DO DITTO GR GRADE NO., # NUMBER SNR SANITARY NAPKIN RECEPTACLE ACT ACOUSTICAL TILE OR DOOR GT GROUT NOM NOMINAL SPEC SPECIFICATION(S) B. ALL NEW CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES LISTED AS WELL AS ALL MERIDIAN, IDAHO 83642 AD AREA DRAIN DS DOWN SPOUT GWB GYPSUM WALL BOARD NRC NOISE REDUCTION COEFFICIENT SO SQUARE CONTACT: DAN PUGA ADH ADHESIVE OWG DRAWING GYP GYPSUM NITS NOT To SCALE SO FT SQUARE FOOT (FEET) RULES AND REGULATIONS BY THE GOVERNMENTAL AGENCY HAVING JURISDICTION. ALL NEW V (208) 258-2424 EXT. 600 ADJ ADJACENT SR SOUND -RETARDANT CONSTRUCTION SHALL ALSO BE PER MANUFACTURER'S REQUIREMENTS, SPECIFICATIONS AND C 249-1648 ADJ ADJUSTABLE E EAST AB HOSE BIB OA OVERALL SW SHOWER ROD ACCEPTED GENERAL CONSTRUCTION PRACTICES. (208) AFF ABOVE FINISH FLOOR (E) EXISTING HC HOLLOW -CORE OBS OBSCURE SS STAINLESS STEEL E dan.puga®intimetec.com AGG AGGREGATE EA EACH HDBD HARDBOARD Oc ON CENTER(s) ST STRUCTURAL TEE C. ALL CONSTRUCTION SHALL BE CONSTRUCTED FROM APPROVED PERMIT DRAWINGS ISSUED BY THE ALT ALTERNATE EB EXPANSION BOLT HDNR HARDENER OD OUTSIDE DIAMETER STC SOUND TRANSMISSION CLASS GOVERNMENTAL AGENCY HAVING JURISDICTION. "PRELIMINARY" AND "BID SETS" SHALL NOT BE USED AL/ALUM ANCH ALUMINUM ANCHOR(AGE) EF EJ EACH FACE EXPANSION JOINT HOW HDWD HARDWARE HARDWOOD OF OFo OUTSIDE FACE OVERFLOW DRAIN STD STL STANDARD STEEL FOR CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSPECTION APPROVALS ARCHITECT ANOD ANODIZED EL ELEVATION HG HIGH-GRADE OH OVERHEAD STOR STORAGE FOR SUBSTANTIAL COMPLETION. AP ACCESS PANEL ELEC ELECTRIC(AL) HM HOLLOW METAL OPG OPENING STRUC STRUCTURAL THE ARCHITECTS OFFICE, PLLC APPD APPROVED ELEV ELEVATION HORZ HORIZONTAL OPP OPPOSITE SUSP SUSPENDED D. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL INFORMATION ON THE 499 MAIN ST. APPROX APPROXIMATE ELEV ELEVATOR HP HP -SHAPE OSB ORIENTED STRAND BOARD SYM SYMMETRY, SYMMETRICAL CONSTRUCTION DOCUMENTS, PERMIT DOCUMENTS, CHANGE ORDERS, AND SUPPLEMENTAL BOISE, IDAHO 83702 ARCH ARCHITECT(URAL) EMER EMERGENCY HR HOUR SYS SYSTEM INFORMATION TO ALL SUBCONTRACTORS AND TRADES. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTACT: MATT RHEES ASTM AMERICAN SOCIETY FOR TESTING ENCL ENCLOSURE HIS HT HIGH -STRENGTH HEIGHT PAR PARALLEL COORDINATION OF ALL WORK. V (208) 343-2931 EXT. 5 Auro MATERIALS AUTOMATIC EP ED ELECTRICAL PANEL BOARD EQUAL HVAC HEATING, VENTILATING AND AIR PBD PCC PARTICLE BOARD PRECAST CONCRETE T T&B TREAD TOP AND BOTTOM E. CONTRACTOR AND SUBCONTRACTORS ARE TO VERIFY ALL DIMENSIONS, ELEVATIONS AND EXISTING F 208 343-1306 EQUIP EQUIPMENT HW CONDITIONING HOT WATER PCF POUNDS PER CUBIC FOOT T&G TONGUE AND GROOVE CONDITIONS AFFECTING THE WORK PRIOR TO PROCEEDING WITH THE WORK. ALL CONTRACTORS E matt®taoidaho.com BD BOARD EscA EST ESCALATOR ESTIMATE HWH HOT WATER HEATER PERF PERFORATE(D) rE rC TOWEL BAR TOP OF CURB SUBMITTING BID PROPOSALS FOR THIS PROJECT ARE REQUIRED TO VISIT THE PROJECT SITE PRIOR BLDG DLKG BUILDING BLOCKING EW EACH WAY PERIM pL PERIMETER PLATE TO TOWEL DISPENSER TO SUBMITTING A BID. BID PROPOSALS SHALL SERVE AS SITE VERIFICATION. WHERE BM BEAM EWC ELECTRIC WATER COOLER ID INSIDE DIAMETER PL PROPERTY LINE TEL TELEPHONE DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS OCCUR, THE ARCHITECT SHALL BOC BACK OF CURB EXCA EXCAVATE, EXCAVATION ID INSIDE DIMENSION P-LAM PLASTIC LAMINATE TEMP TEMPERED BE NOTIFIED. BOT BOTTOM EXIST EXISTING IF INSIDE FACE PLAS PLASTER TEMP TEMPERATURE BSMT BASEMENT EXH EXHAUST IN, " INCH PLUMB PLUMBING TEMP TEMPORARY F. WHEN CONCEALED OR UNKNOWN CONDITIONS ARE DISCOVERED AND WILL AFFECT THE FINAL BTWN BETWEEN EXP EXPANSION INCL INCLUDE(D)M INCLUDING PLWD PLYWOOD THK THICK(NESS) DESIGN OR CHANGE THE SCOPE OF WORK, CONTACT THE ARCHITECT FOR RESOLUTION PRIOR TO BUR BUILT -UP -ROOF EXP EXPOSED INSP INSPECT(ED) (ION) PNL PANEL THRES THRESHOLD WORK. EXT EXTERIOR INSUL INSULATE(D), INSULATION, PREST PRESTRESS(ED) TOC TOP OF CONCRETE C CHANNEL F. ' FOOT, FEET INSULATING PRF PREFORMED TOE TOE TOP OF CURB TOP OF FOOTING G. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, CAB CB CABINET CATCH BASIN FA FIRE ALARM TNT INTERIOR PRF POUNDS PER SQUARE FOOT TQL TOLERANCE SEQUENCES, PROCEDURES, SHORING, BRACING SAFETY AND INSURANCE IN CONNECTION WITH ALL FIRE CODE GENERAL NOTES cc CENTER TO CENTER FAS FASTEN(ER) JAN JANITOR('S) PSI PT POUNDS PER SQUARE INCH PAINT TOM TOP OF MASONRY WORK. ALL NECESSARY TEMPORARY CONSTRUCTION REQUIRED TO COMPLETE THE PROJECT SHALL CEM CEMENT FB FACE (FACING) BRICK JT JOINT PT POINT TOP TOP OF PARAPET BE INCLUDED IN THE CONTRACTOR'S PRICE. A. ADDRESS NUMBERS SHALL BE PLACED ON THE BUILDING IN A CF CUBIC FEET FB FLAT BAR PT PRESSURE TREATED TOP TOP OF PAVEMENT POSITION TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE CG CORNER GUARD FD FLOOR DRAIN K KIP(S) PTO PAPER TOWEL DISPENSER TOPL TOP OF PLATE H. ALL INTERRUPTIONS OF MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE COORDINATED WITH THE STREET OR ROAD FRONTING THE PROPERTY. ADDRESS NUMBERS CHBD CHALKBOARD FD FIRE DEPARTMENT KIT KITCHEN PTN PARTITION TOS TOP OF SLAB OWNER OR TENANT A MINIMUM OF 24 HOURS PRIOR TO INTERRUPTION. SHALL CONTRAST WITH THEIR BACKGROUND AND SHALL BE AT CIR CIRCLE FOG FIRE DEPART. CONNECTION KO KNOCKOUT PVC POLYVINYL CHLORIDE TOS TOP of STEEL CIRCUM CIRCUMFERENCE FE FIRE EXTINGUISHER PWD PLYWOOD TOW TOP of WALL I. THE CONTRACTOR SHALL DO ALL NECESSARY CUTTING, PATCHING AND FITTING AS REQUIRED TO LEAST 4 INCHES HIGH. OWNER TO VERIFY WITH ARE MARSHAL CJ CONTROL JOINT FEC FIRE EXTINGUISHER CABINET L LENGTH TPD TOILET PAPER DISPENSER PERFORM THE WORK AND SHALL BE DONE WITH APPROPRIATE MATERIALS AND TOOLS TO INSURE FOR COMPLIANCE. CL CL, EE CLASS(IFICATION) CENTERLINE FF FF FAR -FACE FACTORY FINISH L LAB ANGLE SHAPE LABORATORY QT QUARRY TILE rS TS TUBE STEEL TENANT STANDARD HIGHEST QUALITY OF WORK. B. PROVIDE FIRE DEPARTMENT KNOX BOX WITH MASTER KEYS FOR CLG CEILING FF FINISH FLOOR LAM LAMINATE R RADIUS TYP TERR TYPICALD) TERRAllO J. ALL MATERIALS STORED ON THE SITE, EXISTING CONSTRUCTION AND FINISHED CONSTRUCTION THE ENTIRE OCCUPANCY. OWNER TO VERITY WITH FIRE CLR CLEARANCE) FGR FH FINISH GRADE FIRE HYDRANT LB LAVATORY R R RISER RESISTANCE R-FACTOR SHALL BE PROTECTED FROM WEATHER, VANDALISM AND OTHER CONSTRUCTION ACTIVITIES TO MARSHAL FOR COMPLIANCE. CMU CO CONCRETE MASONRY UNIT CLEAN -OUT FHC FIRE HOSE CABINET LB LEN LAG BOLT LENGTH (R) RELOCATE(D) UL UNDERWRITERS LABORATORIES PREVENT DAMAGE AND DETERIORATION UNTIL SUBSTANTIAL COMPLETION. FAILURE TO PROTECT MAY C. OWNER TO PROVIDE ARE EXTINGUISHERS AND / OR ARE CO CONCRETE OPENING FHMS FLAT HEAD METAL SCREW LF LINEAL FEET R&S ROD AND SHELF UNO UNLESS NOTED OTHERWISE BE CAUSE FOR REJECTION OF WORK. EXTINGUISHER CABINET AND SHALL BE SELECTED, INSTALLED AND COL COLUMN FHWS FLAT HEAD WOOD SCREW LH LEFT-HAND RA RETURN AIR DON UPR UNLESS OTHERWISE NOTED UPPER MAINTAINED IN ACCORDANCE WITH SECTION 906 OF THE IFC. COMB COMP COMBINATION COMPRESS(ED) (ION) FHS FIN FIRE HOSE STATION FINISH(ED) LL LL LOWER LEVEL LIVE LOAD RB RD RESILIENT BASE ROOF DRAIN UR URINAL K. ALL WOOD SHIMS, NAILERS AND BLOCKING IN ENCLOSED SPACES, BELOW GRADE OR OTHERWISE SUBJECT TO MOISTURE, SHALL BE PRESSURE TREATED WITH PRESERVATIVE. AND PER NFPA 10. CONTRACTOR TO RELOCATE AND MODIFY AS CONIC CONCRETE FLASH FLASHING LP LOW POINT RE/REF REFERENCE, REFER TO REQUIRED. CONN CONNECTION FL/FLR FLOOR(ING) LT LIGHT REFR REFRIGERATOR VB VALVE BOX L. ALL WORK REQUIRED SHALL BE FURNISHED, INSTALLED COMPLETE AND N OPERATING CONDITION. CONST CONSTRUCTION FLEX FLEXIBLE LTW'T LIGHT WEIGHT REINF REINFORCED ING O (ING) VB VCT VAPOR BARRIER VINYL COMPOSITION TILE THE CONTRACTOR IS RESPONSIBLE FOR ALL INSTALLATION AND/OR CONNECTION OF EQUIPMENT 1. FIRE EXTINGUISHER SHALL HAVE A MINIMUM RATING OF coNT CONTINUOUS, CONTINUE FND FOUNDATION LVR LOUVER RED REQUIRE(D) (ING) VENT VENTILATION FOR A COMPLETE AND OPERATIONAL FACILITY UNLESS NOTED OTHERWISE. 2A-10BC WITH CURRENT SERVICE TAGS AFFIXED. CONTR CONTRACT(OR) FOC FACE OF CONCRETE LWR LOWER REV REVISION(S), REVISED VERT VERTICAL CORR CORRIDOR FOF FACE OF FINISH REG ROOFING VEST VESTIBULE M. THE DRAWINGS INDICATE LOCATION, DIMENSIONS, AND TYPICAL DETAILS OF CONSTRUCTIONS. WORK 2. FIRE EXTINGUISHERS SHALL BE LOCATED IN CONSPICUOUS CPT CARPET ED FOF FACE OF FOUNDATION M M-SHAPE RH RIGHT-HAND V VERIFY IN FIELD NOT SPECIFICALLY DETAILED SHALL BE OF CONSTRUCTION SIMILAR TO THAT DETAILED. LOCATIONS WHERE THEY WILL BE READILY ACCESSIBLE AND CRT CATHODE RAY TUBE FOIC FURNISHED BY OWNER/ MAS MASONRY RH ROBE HOOK VT VINYL TILE IMMEDIATELY AVAILABLE FOR USE. THESE LOCATIONS SHALL CT CERAMIC TILE INSTALLED BY coNTR MATT. MATERIAL RM ROOM VWC VINYL WALL COVERING N. DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. LARGE SCALE DRAWINGS TAKE BE ALONG NORMAL PATHS Of TRAVEL. FIRE EXTINGUISHERS CTR COUNTER FOM FOS FACE OF MASONRY FACE OF STUD MAX MB MAXIMUM MACHINE BOLT RO ROUGH OPENING PRECEDENCE OVER SMALL SCALE DRAWINGS. CONCRETE AND MASONRY DIMENSIONS ARE TO FACE SHALL NOT BE OBSTRUCTED. CTSK CW COUNTERSINK (SUNK) COLD WATER FP FIREPROOF(ING) MBR MEMBER S SOUTH W WASHER OF CONCRETE OR MASONRY. WOOD OR STEEL STUD CONSTRUCTION IS DIMENSIONED TO FACE OF CY CUBIC YARD(S) FPHB FREEZE PROOF HOSE BIB MC MC -SHAPE S&P SHELF AND POLE W W WEST WIDE -FLANGE STUD UNLESS NOTED OTHERWISE. DO NOT SCALE DRAWINGS UNLESS DIRECTED BY THE 3. FIRE EXTINGUISHERS SHALL BE HOUSED IN CABINETS OR FIR FIRE-RESISTANT MC MEDICINE CABINET SATC SUSPENDED ACOUSTICAL TILE W WIDTH, WIDE ARCHITECT. INSTALLED ON HANGERS OR BRACKETS. FIRE EXTINGUISHERS 0 DIAMETER FRT FIRE -RETARDANT MECH MECHANICAL CEILING W/ WITH HAVING A GROSS WEIGHT NOT EXCEEDING 40 POUNDS SHALL D DRAIN FT Fool, FEET MED MEDIUM SC SOLID -CORE WC WATER CLOSET 0. THE ARCHITECT AND HIS CONSULTANTS SHALL NOT BE RESPONSIBLE FOR THE DISCOVERY, BE INSTALLED SO THAT ITS TOP IS NOT MORE THAN 60 D DRYER FTG FOOTING MET METAL SCD SEAT COVER DISPENSER w0 woo0 REMOVAL, OR DISPOSAL OF ANY HAZARDOUS MATERIALS IN ANY FORM, INCLUDING BUT NOT LIMITED INCHES ABOVE THE FLOOR. FIRE EXTINGUISHERS HAVING A (D) DEMOLISH, DEMOLITION FUR FURRING (FURRED) MFR MH MANUFACTURE(R) MAN HOLE SCH SCHEDULE WG WIRE GLASS TO ASBESTOS PRODUCTS, MOLD, POLYCHLORINATED BIPHENYL PCB OR OTHER TOXIC MATERIALS. (PCB) GROSS WEIGHT EXCEEDING 40 POUNDS SHALL BE INSTALLED DEL DOUBLE FUT FUTURE MIL THOUSANDTH OF AN INCH SCN SD SCREEN SOAP DISPENSER WET WALL -HUNG THE OWNER SHALL BE RESPONSIBLE FOR IDENTIFICATION, REMOVAL, AND DISPOSAL OF ALL SO THAT ITS TOP IS NOT MORE THAN 42 INCHES ABOVE THE DEMO DEMOLISH, DEMOLITION GA GAUGE MIN MINIMUM soe SOUND DEADENING BOARD WI WROUGHT IRON HAZARDOUS MATERIALS. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT If ANY FLOOR. THE BOTTOM Of THE ARE EXTINGUISHER SHALL BE DEP DEPT DEPRESSED DEPARTMENT CALM GALVANIZED MIN MINUTE SEAL SEALANT w o Wp wlrllour WATERPROOF(ING) SUCH MATERIALS ARE DISCOVERED. THE REMOVAL OF HAZARDOUS MATERIALS OR THE DEMOLITION 4 INCHES ABOVE THE FLOOR MIN. DET DETAIL GB GB GRAB BAR GRADE BREAK MIR MISC MIRROR MISCELLANEOUS SECT SF SECTION SQUARE FOOT FEET (FEET) Wp WORK POINT OF STRUCTURAL SYSTEMS REQUIRES NOTIFICATION OF E.PA IDAHO OPERATIONS AT 208 ( ) 4. MAXIMUM TRAVEL DISTANCE TO A FIRE EXTINGUISHER SHALL DOUGLAS FIR GC GENERAL CONTRACTOR MK MARK SIFT SHEET WR WASTE RECEPTACLE 378-5746 PRIOR TO CONSTRUCTION. NOT EXCEED 75 FEET. OF OF DIA DRINKING FOUNTAIN DIAMETER GFRC GLASS FIBER REINFORCED MO MASONRY OPENING SHR SHOWER WR WATER-RESISTANT CONCRETE Mr MOUNTED) (ING) WSCT WAINSCOT P. REFER TO ALL DRAWING SHEETS FOR ADDITIONAL GENERAL NOTES, INCLUDING ALL REQUIREMENTS D. REFER TO FIRE DEPARTMENT PLAN REVIEW REPORT FOR DIAG DIM DIAGONAL DIMENSION Mn MULL METAL MULLION WWF WELDED -WIRE FABRIC FOR DESIGN BUILD PORTIONS Of THE SCOPE Of WORK. / ADDITIONAL REQUIREMENTS. SYMBOL LEGEND VICINITY MAP ENERGY CODE NOTES -= -- IIIII- IIIIII UNDISTURBED EARTH MODIFIED EARTH PON POROUS FILL -GRAVEL SAND FILL CONCRETE CONCRETE MASONRY UNIT BRICK MASONRY METAL, LARGE SCALE METAL, SMALL SCALE FRAMING LUMBER PLYWOOD FINISH LUMBER I --I SINGLE GLAZING INSULATED GLAZING "; '.11 LOOSE / BATT INSULATION ---- PROPERTY LINE DIMENSION TO FACE Of CONSTRUCTION ELEMENT 5-0" DIMENSION TO CENTER OF RIGID INSULATION 185 EXISTING GRADE LINE CONSTRUCTION ELEMENT 185 � ELEVATION POINT / CORNER POINT CEMENT PLASTER NEW GRADE LINE GYPSUM BOARD (185) EXISTING SPOT ELEVATION - - �p� �J^ GRID LINE ACOUSTIC TILE / PANEL 185 NEW SPOT ELEVATION SECTION MARK REF. 3/A4.0 (SEE DRAWING 3 ON SHEET A4.0) PARTICLE BOARD SWALE/FLOW LINE L 3 SECTION MARK REF. EXISTING CONSTRUCTION OR FURNITURE, FOOURES OR EQUIPMENT SLOPE DIRECTION A4.0 (SEE DRAWING 3 ON SHEET A4.0) TYPICALLY N.I.C. T`- DETAIL REFERENCE 0 SHEET NOTE TRENCH DRAIN 3 A10.1 (SEE DRAWING 3 ON SHEET A10.1) O DOOR KEY LEIAREA DRAIN 3 �� 10. DETAIL REFERENCE (SEE DRAWING 3 ON SHEET A10.1) OWINDOW KEY -Z- FLUSH SURFACE MEETING 3 A10.1 DETAIL SECTION MARK (SEE DRAWING 3 ON SHEET A10.1) Q REVISION CENTERLINE 3 DETAIL SECTION MARK R1 R = ROOF, C = CEILING, F = FLOOR OR W = WALL WID DIMENSION WORK POINT 10. (SEE DRAWING 3 ON SHEET A10.1) CONSTRUCTION TYPE 3A INTERIOR ELEVATION REF. EQUIPMENT KEY DRAWING MATCH LINE A6.0 (SEE DRAWING 3A ON SHEET A6.0) O1 MISC. KEY �� BREAK LINE 3 A5.0 EXTERIOR ELEVATION REF. (SEE DRAWING 3 ON SHEET A5.0) NO SCALE A. ALL NEW CONSTRUCTION TO MEET OR EXCEED THE STANDARDS SET FORTH IN THE 2018 INTERNATIONAL ENERGY CONSERVATION CODE (2018 IECC). THE FOLLOWING ARE EXCERPTS FROM THE 2018 IECC. SEE THE FULL TEXT OF THE CODE FOR FULL INTERPRETATION. B. PER SECTION C501 OF THE 2018 IECC: ADDITIONS, ALTERATIONS, RENOVATIONS OR REPAIRS TO AN EXISTING BUILDING, BUILDING SYSTEM OR PORTION THEREOF SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTION(S) Of THE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH THIS CODE. C. ALL NEW OR ALTERATIONS TO THE BUILDING ENVELOPE SHALL COMPLY WITH THE 2018 IECC SECTION C402. D. ALL NEW OR ALTERATIONS TO THE BUILDING MECHANICAL SYSTEMS SHALL COMPLY WITH THE 2018 IECC SECTION C403. ALL NEW DUCTS LOCATED IN UNCONDITIONED ATTIC SPACES OR CRAWL SPACE SHALL BE INSULATED TO A MINIMUM OF R-6. E. ALL NEW OR ALTERATIONS TO THE SERVICE WATER HEATING SHALL COMPLY WITH THE 2018 IECC SECTION C404. F. ALL NEW OR ALTERATIONS TO THE LIGHTING SYSTEMS SHALL COMPLY WITH THE 2018 IECC SECTION C405. 1. C405.2 LIGHTING CONTROLS: LIGHTING SYSTEM SHALL BE PROVIDED WITH CONTROLS THAT COMPLY WITH ONE OF THE FOLLOWING (NOT REQUIRED AT DESIGNATED SECURITY OR EMERGENCY AREAS, INTERIOR EXIT STAIRWAYS, EXIT RAMPS, OR EXIT PASSAGEWAYS): o). OCCUPANT SENSOR CONTROLS, TIME -SWITCH CONTROLS, DAYLIGHT -RESPONSIVE CONTROLS, SPECIFIC APPLICATION CONTROLS, MANUAL CONTROLS, AND EXTERIOR LIGHTING CONTROLS. b).LUMINAIRE LEVEL LIGHTING CONTROLS WHERE THE LUMINAIRE CAN BE INDEPENDENTLY CAPABLE OF OCCUPANT ACTIVITIES, AMBIENT ELECTRIC LIGHT, AND DAYLIGHT AND CAN BRIGHTEN OR DIM RESPECTIVELY. BUILDING AREAS SUITE 100 TO EXPAND INTO SUITE 150 AND SUITE 100 WILL OCCUPY THE ENTIRE BUILDING. WORK INCLUDES DEMOLITION OF PARTITION WALLS, NEW PARTITION WALLS, NEW CEILINGS, NEW POWER AND LIGHTING. NEW PLUMBING FOR A BREAK ROOM SINK. HVAC IS EXISTING, DUCTS AND DIFFUSERS ARE RELOCATED / RECONFIGURED ONLY. BUILDING GROSS AREA:(') ............................11,896 S.F. EXISTING SUITE 100 TENANT AREA:(') ............ 9,172 S.F. EXISTING SUITE 150 TENANT AREA:(2)............ 2,010 S.F. EXISTING COMMON AREA:(2)..............................322 S.F. PROPOSED SUITE 100 TENANT AREA:(') ....... 11,516 S.F. (')AS MEASURED TO THE OUTSIDE FACE OF THE BUILDING (z)AS MEASURED TO THE INSIDE FACE OF PERIMETER WALLS OR CENTERLINE OF TENANT DEMISING WALL. BUILDING CODE SUMMARY ALL CONSTRUCTION SHALL CONFORM THE FOLLOWING APPUCABLE CODES: 2018 INTERNATIONAL BUILDING CODE (IBC) 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2018 INTERNATIONAL MECHANICAL CODE (IMC). 2018 INTERNATIONAL FUEL GAS CODE (IFGC) 2017 IDAHO STATE PLUMBING CODE BASED ON THE 2015 UNIFORM PLUMBING CODE (UPC). 2017 NATIONAL ELECTRICAL CODE (NEC). 2018 INTERNATIONAL FIRE CODE (IFC). 2019 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA 13). 2009 NTERN4TIONLL CODE COUNCIVAMIRCAN N1TOW. STANDARD INSDRIIE AT17.1 (KX;/AN9). 2010 AMERICAN WITH DISABILITIES ACT STANDARDS (ADAS). REFER TO BUILDING PERMIT DOCUMENTS AND ALL CONSTRUCTION DOCUMENTS FOR ADDITIONAL CODE REQUIREMENTS. OCCUPANCY CLASSIFICATION: .................................... B CONSTRUCTION TYPE: ........................................... V-B FIRE -RESISTANCE REQUIREMENTS: STRUCTURAL FRAME: ....................... 0 HR MAX AREA OF OPENINGS: ....UNUMI ED EXTERIOR BEARING WALLS:.............0 HR FIRE WALLS: ........................ NOT REO'D INTERIOR BEARING WALLS:..............0 HR FIRE BARRIERS: ................... NOT REQ'D EXTERIOR NON -BEARING WALLS:....0 HR SHAFT ENCLOSURES: ........... NOT REQ'D INTERIOR NON -BEARING WALLS:.....0 HR FIRE PARTITIONS: ................. NOT REQ'D FLOOR CONSTRUCTION: .................. * 0 HR SMOKE BARRIERS: ............... NOT REQ'D ROOF CONSTRUCTION: ...................0 HR SMOKE PARTITIONS: ............. NOT REQ'D AUTOMATIC SPRINKLER SYSTEM: ............................. NO FIRE ALARM AND DETECTION SYSTEMS: ........... YES NOTIFICATION: YES DETECTION: YES ANNUNCIATION: NO TENANT PROPOSED OCCUPANT LOAD: ..................... 69 OFFICE: 10,346 S.F. (GROSS) / 150 = 69.00 GYM*: 1,170 S.F. (GROSS) / 50 = 33.40 * GYM AREA IS NOT INCLUDED IN THE TOTAL OCCUPANT LOAD AS IT IS A UNIQUE COMMON AREA ONLY OCCUPIED BY OCCUPANTS TABULATED BY OTHER AREAS OF SUITE 100. EXITS REQUIRED: ....................................................... 2 2. OCCUPANT SENSOR CONTROLS IN SPACES LESS THAN 300 S.F. SHALL AUTOMATICALLY TUN OFF WITHIN 20 MINUTES AFTER ALL OCCUPANTS HAVE LEFT. THEY SHALL BE MANUAL ON OR AUTOMATICALLY TUN ON THE LIGHTING TO NOT MORE THAN 50-PERCENT POWER. THEY SHALL INCORPORATE A MANUAL CONTROL TO ALLOW OCCUPANTS TO TUN OFF LIGHTS. 3. OCCUPANT SENSOR CONTROLS IN SPACES GREATER THAN 300 S.F. SHALL BE CONFIGURES SO THAT GENERAL LIGHTING CAN BE CONTROLLED SEPARATELY IN CONTROL ZONES WITH FLOOR AREA NOT GRATER THAT 600 S.F. CONTROLS SHALL AUTOMATICALLY REDUCE LIGHTING BY 80 PERCENT OR TURN LIGHTING COMPLETELY OFF WITHIN 20 MINUTES AFTER ALL OCCUPANTS HAVE LEFT. 4. EACH AREA OF THE BUILDING THAT IS NOT PROVIDED WITH OCCUPANT SENSOR CONTROLS SHALL B PROVIDED WITH TIME -SWITCH CONTROLS (NOT REQUIRED A PATIENT CARE AREA, SAFETY AND SECURITY AREAS, LIGHTING INTENDED FOR CONTINUOUS OPERATION AND SHOP AND LABORATORY USES. 5. SPACES WITHOUT OCCUPANT SENSORS OR DAYLIGHT RESPONSIVE CONTROLS SHALL BE PROVIDED A MANUAL CONTROL THAT REDUCES THE LIGHTING IN A UNIFORM PATTERN BY NOT LESS THAN 50 PERCENT (DUAL SWITCHING). 6. SPACES WITHIN DAYLIGHT ZONES WITH A TOTAL OF MORE THAN 150 WATTS OF GENERAL LIGHTING SHALL BE PROVIDED DAYLIGHT RESPONSIVE CONTROLS. DAYLIGHT -RESPONSIVE CONTROLS SHALL BE ABLE TO DIM LIGHTS CONTINUOUSLY FROM FULL LIGHT OUTPUT T 015 PERCENT OF FULL LIGHT OUTPUT OR LOWER AND CONFIGURED TO COMPLETELY SHUT OFF CONTROLLED LIGHTS. 7. ALL NEW LIGHTING OR EXISTING LIGHTING IN A CHANGE OF OCCUPANCY SHALL COMPLY WITH 2O18 IECC SECTION 4.5.3 (LIGHTING POWER ALLOWANCES). SHEET INDEX (1) AO.0 COVER SHEET (2) A1.0 SITE PLAN BUILDING DEMOLITION FLOOR PLAN (3) A2.0 PROPOSED BUILDING FLOOR PLAN (4) A3.0 CEILING PLANS (5) A4.0 DOOR SCHEDULE INTERIOR ELEVATIONS AND DETAILS (6) A5.0 BUILDING ELEVATIONS ACCESSIBILITY A. ALL NEW CONSTRUCTION INCLUDING DOORS, CABINETRY AND PLUMBING FIXTURES TO MEET THE ACCESSIBILITY REQUIREMENTS OF THE 2018 IBC CHAPTER 11. B. ALL FIXTURES, EQUIPMENT AND CONSTRUCTION REQUIRED TO BE ACCESSIBLE TO MEET THE ICC/ANSI A117.1-2009 STANDARDS AND SHALL BE ADA COMPLIANT. 1. PROVIDE OPERABLE LEVERS FOR BARRIER -FREE ACCESS ALONG ROUTE OF TRAVEL AT BARRIER -FREE ENTRANCE. 2. MAXIMUM THRESHOLD HEIGHT TO BE 1/2" ALONG ACCESSIBLE ROUTE OF TRAVEL PER SECTION 4.04.2.4. 3. PROVIDE MINIMUM 18" BEYOND STRIKE JAMB ON SIDE OF DOOR SWING PER SECTION 404.2.3. IF DOOR IS SELF -CLOSING AND SELF -LATCHING, PROVIDE 12" BEYOND STRIKE JAMB ON OPPOSITE SIDE OF DOOR SWING. 4. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE 1/2 INCH MAXIMUM. EXPOSED EDGES OF CARPET SHALL BE FASTENED TO FLOOR OR GROUND SURFACES AND SHALL HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. 5. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. 6. COUNTERS FOR SALES OR DISTRIBUTION OF GOODS AND SERVICES TO THE PUBLIC SHALL HAVE A PORTION OF THE COUNTER 36 INCHES LONG MINIMUM BY 36 INCHES HIGH MAXIMUM ABOVE THE FLOOR. A PORTION OF THE RECEPTION COUNTER SHALL BE ACCESSIBLE TO THE DISABLED. C. A FACILITY THAT IS ALTERED SHALL COMPLY WITH THE APPLICABLE PROVISIONS PER 2018 IEBC SECTION 305, AND THE 2018 IBC CHAPTER 11 UNLESS IT IS TECHNICALLY INFEASIBLE. WHERE COMPLIANCE IS TECHNICALLY INFEASIBLE, THE ALTERATION SHALL PROVIDE ACCESS TO THE MAXIMUM EXTENT THAT IS TECHNICALLY FEASIBLE. D. PER 2018 IEBC SECTION 305: WHERE AN ALTERATION AFFECTS THE ACCESSIBILITY TO A , OR CONTAINS AN AREA OF, PRIMARY FUNCTION, THE ROUTE TO THE PRIMARY FUNCTION SHALL BE ACCESSIBLE. THE ACCESSIBLE ROUTE TO THE PRIMARY FUNCTION AREA SHALL INCLUDE TOILET FACILITIES AND DRINKING FOUNTANS SERVING THE AREA OF PRIMARY FUNCTION. THE COST OF PROVIDING THE ACCESSIBLE ROUTE ARE NOT REQUIRED TO EXCEED 20 PERCENT OF THE COSTS OF THE ALTERATIONS AFFECTING THE AREA OF PRIMARY FUNCTION. NO UPGRADE PROPOSED E. ADA STANDARDS FOR ACCESSIBLE DESIGN (ADA) AND THE AMERICAN NATIONAL STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES (ICC/ANSI A117.1-2009) DO NOT RECOGNIZE OR CONSIDER CONSTRUCTION TOLERANCES. THE CONTRACTOR SHALL CONSIDER THESE REFERENCED STANDARDS AND SPECIFICATIONS AS ABSOLUTE LIMITS THAT SHALL NOT BE EXCEEDED UNDER ANY CIRCUMSTANCES. ADA AND ICC/ANSI ARE NOT TARGET VALUES SUBJECT TO ACCEPTED STANDARDS OF PRACTICE OR ACCEPTABLE CONSTRUCTION TOLERANCES. T 'o PRICE SANDERS RHEES RUBY THE ARCHITECTS OFFICE 50 499 MAIN STREET (208) 343-2931 BOISE, IDAHO 83702 TAOIDAHO.COM PROJECT IN TIME TEC 580 E. CORPORATE DR. SUITE 100 MERIDIAN, ID 83642 SEAL 71 LICENSED ARCHITECT an-zI sa r MalthE OF DAJ. eHG es T This document is the property of THE ARCHITECTS OFFICE, PLLC and is not to be duplicated without written authorization. © THE ARCHITECTS OFFICE, PLLC A LE DATE JULY 12, 2022 FILE N0. 21-505 AO.0 DRAWN MATT RHEES REVISIONS SHEET AOmO COVER SHEET