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2021.0070.BP0004 YMS Transition Permit Drawings1. EXISTING DIMENSIONS AND CONDITIONS: A. PRIOR TO START OF WORK, FIELD VERIFY EXISTING CONDITIONS AND NOTIFY THE OWNER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS. 2. COORDINATION AND PROTECTION OF EXISTING COMPONENTS: A. GENERAL COORDINATION: SCHEDULE ANY WORK ON THE EXTERIOR ENVELOPE OF THE BUILDING TO COINCIDE WITH DRY WEATHER. COORDINATE WORK SO THAT THE BUILDING INTERIOR AND THE ROOF DECK AND STRUCTURE ARE NOT EXPOSED TO WET WEATHER. B. PROTECTION OF LANDSCAPING, PAVEMENT AND SITE: DO NOT ALLOW REMOVED MATERIALS OR DEBRIS TO FALL DIRECTLY ONTO THE LANDSCAPE AREAS AND PAVEMENT AROUND THE BUILDING, REMOVE ANY DEBRIS FROM THESE AREAS IMMEDIATELY. PROTECT FROM DAMAGE BY TRUCKS OR OTHER HEAVY EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ANY PAVEMENT OR LANDSCAPING DAMAGED BY THE WORK OF THIS PROJECT TO MATCH EXISTING AND TO THE OWNER'S SATISFACTION. C. PROTECTION OF EXISTING BUILDING: PROTECT EXISTING BUILDING FROM DAMAGE, INCLUDING (BUT NOT LIMITED TO) WALLS, SOFFITS, SOFFIT VENTS, WINDOWS, ROOF DECK AND STRUCTURE, FASCIAS, AND PLUMBING VENTS. THE CONTRACTOR IS RESPONSIBLE FOR REPLACEMENT OF ANY BUILDING ELEMENT DAMAGED BY THE WORK OF THIS PROJECT TO MATCH EXISTING AND TO THE OWNER'S SATISFACTION. EXTERIOR ELEVATION DETAIL CALLOUT - SECTION INTERIOR ELEVATION 1 A-201 1 A-591 A-211 2 3 4 1 GRAPHIC SCALE SCALE: 0 4 8 16 1/8" = 1'-0" WALL SECTION 1 A-311 PLAN NORTH NORTH ARROW TRUE NORTH CUT LINE DOOR NUMBER CALLOUT WALL TYPE CALLOUT CENTER LINE DETAIL CALLOUT - PLAN 1 A-591 101ROOM NAME/NUMBERROOM NAME 101 6W1 CLCL CURRENT ADOPTED CODES: 2018 WASHINGTON STATE BUILDING CODE (IBC), WAC 51-50 2018 INTERNATIONAL FIRE CODE (IFC) & WAC 51-54A 2018 INTERNATIONAL MECHANICAL CODE (IMC) & WAC 51-52 2018 UNIFORM PLUMBING CODE (UPC), WAC 51-56 2020 NATIONAL ELECTRICAL CODE (NFPA 70) & WAC 296-46B OCCUPANCY GROUPS: PRIMARY: EDUCATIONAL (E) PER 305.1, STUDENTS THROUGH 12TH GRADE OTHER: ASSEMBLY (A-3) PER 303.1.3, ASSEMBLY AREA ACCESSORY TO GROUP E ARE NOT CONSIDERED A SEPARATE OCCUPANCY. BUSINESS (B) ADMINISTRATION, CONFERENCE ROOMS, OFFICES STORAGE (S-1) MODERATE-HAZARD STORAGE MEANS OF EGRESS: MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT FUNCTION OF SPACE CLASSROOM (E) BUSINESS (B) PLATFORM ASSEMBLY-CONCENTRATED ASSEMBLY-UNCONCENTRATED STORAGE/MECH KITCHEN LIBRARY - READING ROOM LIBRARY - STACK AREA LOCKER ROOMS FLOOR AREA (SF) PER OCCUPANT 20 SF/OCC NET 100 SF/OCC GROSS 15 SF/OCC NET 7 SF/OCC NET 15 SF/OCC NET 300 SF/OCC GROSS 200 SF/OCC GROSS 50 SF/OCC NET 100 SF/OCC GROSS 50 SF/OCC GROSS AUTOMATIC SPRINKLER SYSTEMS (IBC 903.2.3, NFPA 13) NFPA 13 QUICK RESPONSE: NON-COMBUSTIBLE AREAS ABOVE THE CEILING ARE REQUIRED TO BE PROVIDED WITH SPRINKLER PROTECTION. FIRE ALARM AND DETECTION SYSTEMS - GROUP E (907.2.3) A MANUAL FIRE ALARM SYSTEM THAT INITIATES THE OCCUPANT NOTIFICATION SIGNAL UTILIZING AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM SHALL BE INSTALLED IN GROUP E. AUTOMATIC SPRINKLER SYSTEMS OR SMOKE DETECTORS SHALL BE CONNECTED TO THE BUILDING FIRE ALARM SYSTEM. PORTABLE FIRE EXTINGUISHERS (NFPA 10, IBC AND IFC 906) PER IFC 906.1 ITEM 1: FIRE EXTINGUISHERS REQUIRED. PER IBC TABLE 906.3(1): THE MAXIMUM DISTANCE OF TRAVEL TO AN EXTINGUISHER IS 75'. PER IBC 906.1(2): FIRE EXTINGUISHERS REQUIRED WITHIN 30 FEET OF COMMERCIAL COOKING EQUIPMENT. DIRECTION OF DOOR SWING (1010.1.2.1) DOORS SHALL SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING A ROOM OR AREA CONTAINING AN OCCUPANT LOAD OF 50 OR MORE PERSONS. FIRE PROTECTION SYSTEMS: STAGES AND PLATFORMS (410.4) SPECIAL USE AND OCCUPANCY: MIXED USE AND OCCUPANCY (508): TYPES OF CONSTRUCTION: FIRE-RESISTANCE RATING REQUIREMENTS: INTERIOR FINISH CLASSIFICATIONS (TABLE 803.11) FULLY SPRINKLERED - REQUIREMENTS FOR INTERIOR WALL AND CEILING FINISH SHALL APPLY AS FOLLOWS: INTERIOR FINISHES: EXITS B CORRIDORS C ROOMS & OTHER SPACES COCCUPANCY B AND E PER TABLE 601, FOR A TYPE VB FULLY SPRINKLERED BUILDING, THERE ARE NO RATING REQUIREMENTS FOR: ALL STRUCTURAL FRAMES, INTERIOR AND EXTERIOR BEARING WALLS, INTERIOR NONBEARING WALLS AND PARTITIONS, FLOORS, CEILINGS, AND ROOFS. PER 508.3.3: NO SEPARATION IS REQUIRED BETWEEN NONSEPARATED OCCUPANCIES RAISED AREA IS A PLATFORM, NOT A STAGE PER CHAPTER 2 DEFINITIONS. PLATFORMS SHALL BE CONSTRUCTED OF MATERIALS AS REQUIRED FOR THE TYPE OF CONSTRUCTION OF THE BUILDING IN WHICH THE PLATFORM IS LOCATED. THE SPACE BENEATH THE PLATFORM WILL NOT BE USED FOR STORAGE. SHEETPROJECTBCRA NO. DATE REVISIONS SHEET TITLE © COPYRIGHT 2020 - BCRA, INC. ALL RIGHTS RESERVED SEAL T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA 9840224x36DRAWN BY: REVIEWED BY: IF SHEET MEASURES LESS THAN 24"X36", IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY2/1/2021 3:44:54 PMG-101 1.29.2021 19024 COVER PERMIT SETSOUTHWORTH ELEMENTARY TEMPORARY402 W YELM AVEYELM, WA 98597YELM COMMUNITY SCHOOLSJDM SOUTHWORTH ELEMENTARY TEMPORARY 402 W YELM AVE YELM, WA 98597 PERMIT SET - 1.31.2021 PROJECT TEAM SITE ADDRESS 402 W YELM AVE YELM, WA 98597 PARCEL NUMBERS 75300100000 75301000000 22719231200 22719231201 ZONING ID - INSTITUTIONAL DISTRICT CBD - COMMERCIAL BUSINESS DISTRICT (ALONG YELM AVE FRONTAGE) LAND USE DESIGNATION INSTITUTIONAL PROJECT SITE AREA 23.05 ACRES / 1,004,093 SQUARE FEET SCOPE OF WORK MINOR DEMOLITION AND CONSTRUCTION FOR SUBDIVISION OF EXISTING EDUCATIONAL SPACES. NO ADDITIONAL SPACE IS BEING CONSTRUCTED. SPACES ARE TO BE OCCUPIED FOR APPROXIMATELY ONE SCHOOL YEAR WHILE A REPLACEMENT FACILITY IS BEING CONSTRUCTED, AT WHICH TIME THIS FACILITY WILL NOT BE USED. OCCUPANCY TYPE E - EDUCATION CONSTRUCTION TYPE VB NUMBER OF STORIES 1 AREA OF WORK 4,100 SF (OF 72,800± SF TOTAL EXISTING) BUILDING HEIGHT EXISTING UTILITY PURVEYORS SEWER: CITY OF YELM WATER: CITY OF YELM ELECTRIC: PSE PROJECT SITE ACCESS SOUTHEAST: EXISTING PAVED ENTRY FROM EDWARDS ARCHITECTURAL SYMBOLS PROJECT INFORMATION VICINITY MAP SHEET INDEX YELM COMMUNITY SCHOOLS OWNER PO BOX 476 107 1ST STREET N YELM, WA 98597 CONTACT: BRIAN WHARTON PHONE: YELM COMMUNITY SCHOOLS OWNER'S REP PO BOX 476 YELM, WA 98597 CONTACT: KASEY WYATT PHONE: 360.458.1900 BCRA, INC ARCHITECT 2106 PACIFIC AVENUE, SUITE 300 TACOMA, WA 98402 CONTACT: HEATHER HOCKLANDER PHONE: 253.627.4367 BCRA, INC INTERIOR DESIGN 2106 PACIFIC AVENUE, SUITE 300 TACOMA, WA 98402 CONTACT: LORI ROBBIN PHONE: 253.627.4367 PCS STRUCTURAL SOLUTIONS STRUCTURAL 1250 PACIFIC AVENUE, SUITE 701 TACOMA, WA 98402 CONTACT: WES NEELEY PHONE: 253.383.2797 BCE ENGINEERS MECHANICAL 6021 12TH ST E, SUITE 200 FIFE, WA 98424 CONTACT: JEFF HARDWICK PHONE: 253.383.2422 BCE ENGINEERS ELECTRICAL 6021 12TH ST E, SUITE 200 FIFE, WA 98424 CONTACT: CARRIE TAYLOR PHONE: 253.383.2422 PROJECT LOCATION TRUE NORTH PROJECT GENERAL NOTES ABBREVIATIONS G-101 COVER AD-120 FIRST FLOOR DEMOLITION PLAN - OVERALL S0.0 GENERAL NOTES S0.1 GENERAL NOTES S1.0 DETAILS M101 MECHANICAL PLANS M102 MECHANICAL PLANS MD101 MECHANCIAL DEMO PLANS E-001 ELECTRICAL LEGEND E-201 ELECTRICAL FIRST FLOOR PLAN - OVERALL E-202 ELECTRICAL FIRST FLOOR PLAN - PARTIAL E-301 ELECTRICAL DETAILS E-401 ELECTRICAL PANEL SCHEDULES AFF ABOVE FINISH FLOOR EQ EQUAL OC ON CENTER PT PAINT SF SQUARE FOOT / SQUARE FOOTAGE A-120 FIRST FLOOR PLAN A-120.1 FIRST FLOOR PLAN - PARTIAL A-120.2 FIRST FLOOR PLAN - PARTIAL A-601 DOOR SCHEDULE, TYPES & DETAILS A-602 WALL ASSEMBLY TYPES AND DOOR SCHEDULE GENERAL DEMOLITION ARCHITECTURAL STRUCTURAL MECHANICAL ELECTRICAL CODE SUMMARY 4 B 3 CA 1 2 E 5 D 6 7 GIRLS RR 242 BOYS RR 248 LIBRARY OFFICE 246 GYMNASIUM XX ELL 146 STOR. 145 MUSIC/BAND 156 3rd GRADE (P27) 301 TECHNOLOGY (P20) 302 3rd GRADE (P24) 201 3rd GRADE (P23) 202 1st GRADE (8) 203 1st GRADE (4) 204 1st GRADE (3) 205 3RD GRADE (P35) 218 2nd GRADE (10) 217 2nd GRADE (7) 216 2nd GRADE (5) 215 2ND GRADE (11) 214 1st GRADE (2) 213 1st GRADE (1) 211 KINDERGARTEN (12) 210 LIBRARY 250 AV STOR. (E) 245 PSYCHOLOGIST 244 2nd GRADE (6) 212 COUNSELOR (16) 241 TITLE MATH (15) 219 LAP READING (14) 239 LEARNING CENTER (P26) 220 LEARNING CENTER (P25) 222 KINDERGARTEN (18) 206 KINDERGARTEN (17) 207 SPEECH (P27) 209 WRK RM (E) 114 NURSE (E) 124 PRIN. (E) 121 WAIT (E) 108 CONF. (E) 126 DEAN 109 STOR. (E) 119 SECRETARY 104 ASB/REG. 105 OFFICE (E) 120 TEACHER LOUNGE (E) 117 WRK AREA (E) 125 KITCHEN (E) 127 TABLE STOR. (E) 141 4th GRADE (P32) 119 4th GRADE (P33) 120 4th GRADE (P34) 121 ART (P21) 305 STOR. 308 CUST. 310 WRK RM 304 TOILET 306 TOILET 307 TOILET 311 TOILET 312 shared learning office/small grp office/small grp OFFICE 113 OFFICE 112 OFFICE 111 OFFICE 110 OFFICE 243 5TH GRADE (P30) 115 5TH GRADE (P28) 116 5TH GRADE (P29) 118 RR RR OPENING FOR NEW EXTERIOR DOOR, REFER TO FLOOR PLAN DEMO WALL AND DOOR TO CEILING DEMO (2) FULL-HEIGHT CASEWORK CABINETS TO ADD NEW CLASSROOM DOOR DEMO CASEWORK, SINK AND DISHWASHER. TERMINATE PLUMBING AT SINK AND DISHWAHSER. REMOVE OVERHEAD VENT AND INFILL ACT CEILING WITH NEW CEILING TILES DEMO WALL-MOUNTED HOOD VENTS DEMO CASEWORK ISLAND, PATCH FLOORING CAFETERIA 144 KINDERGARTEN 209 CERAMICS 309 ANNEX BUILDING DEMO (e) SHOWER FOR NEW FLOOR MOUNTED TOILET EXISTING WALL EXISTING DOOR EXISTING WINDOW DEMO WALL DEMO DOOR & FRAME NO WORK DEMO CASEWORK OR EQUIPMENT 1. PLANS ARE BASED ON AS-BUILT DRAWINGS. FIELD VERIFY ALL CONDITIONS. 2. PROTECT EXISTING FINISHES AND EQUIPMENT SCHEDULED TO REMAIN FROM DAMAGE DURING DEMOLITION WORK SHOWN IN THESE DOCUMENTS. 3. DEMOLITION SCOPE AND ALL MODIFICATIONS ARE NOTED ON THIS PAGE ONY. SHEETPROJECTBCRA NO. DATE REVISIONS SHEET TITLE © COPYRIGHT 2020 - BCRA, INC. ALL RIGHTS RESERVED SEAL T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA 9840224x36DRAWN BY: REVIEWED BY: IF SHEET MEASURES LESS THAN 24"X36", IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY2/1/2021 3:44:53 PMAD-120 1.29.2021 19024 FIRST FLOOR DEMOLITION PLAN - OVERALL PERMIT SETSOUTHWORTH ELEMENTARY TEMPORARY402 W YELM AVEYELM, WA 98597YELM COMMUNITY SCHOOLSJDM 1" = 20'-0"1 FIRST FLOOR DEMOLITION PLAN - OVERALL 0 10 20 40 1" = 20'-0" SCALE: PLAN NORTH DEMOLITION PLAN GENERAL NOTES DEMOLITION PLAN LEGEND 4 B 3 CA 1 2 E 5 D 6 7 GIRLS RR 242 BOYS RR 248 LIBRARY OFFICE 246 GYMNASIUM XX ELL 146 STOR. 145 MUSIC/BAND 156 3rd GRADE (P27) 301 TECHNOLOGY (P20) 302 3rd GRADE (P24) 201 3rd GRADE (P23) 202 1st GRADE (8) 203 1st GRADE (4) 204 1st GRADE (3) 205 3RD GRADE (P35) 218 2nd GRADE (10) 217 2nd GRADE (7) 216 2nd GRADE (5) 215 2ND GRADE (11) 214 1st GRADE (2) 213 1st GRADE (1) 211 KINDERGARTEN (12) 210 LIBRARY 250 AV STOR. (E) 245 PSYCHOLOGIST 244 2nd GRADE (6) 212 KINDERGARTEN (9) 209B KINDERGARTEN (13) 209A COUNSELOR (16) 241 TITLE MATH (15) 219 LAP READING (14) 239 LEARNING CENTER (P26) 220 LEARNING CENTER (P25) 222 KINDERGARTEN (18) 206 KINDERGARTEN (17) 207 SPEECH (P27) 209 WRK RM (E) 114 NURSE (E) 124 PRIN. (E) 121 WAIT (E) 108 CONF. (E) 126 DEAN 109 STOR. (E) 119 SECRETARY 104 ASB/REG. 105 OFFICE (E) 120 TEACHER LOUNGE (E) 117 WRK AREA (E) 125 KITCHEN (E) 127 TABLE STOR. (E) 141 4th GRADE (P32) 119 4th GRADE (P33) 120 4th GRADE (P34) 121 ART (P21) 305 5th GRADE (P31) 309. STOR. 308 CUST. 310 WRK RM 304 TOILET 306 TOILET 307 TOILET 311 TOILET 312 shared learning office/small grp office/small grp OFFICE 113 OFFICE 112 OFFICE 111 OFFICE 110 ANNEX BUILDING OFFICE 243 5TH GRADE (P30) 115 5TH GRADE (P28) 116 5TH GRADE (P29) 118 RR RR A-120.1 1 A-120.2 1 A-602 1 EXISTING WALL TO REMAIN EXISTING DOOR TO REMAIN NEW WALL NEW DOOR NO WORK ACOUSTIC WALL 1. DIMENSIONS ARE FROM FACE OF FINISH, FACE OF FRAMING, OR ROUGH OPENING 2. REFER TO MECHANICAL DRAWINGS FOR SIZING AND CONFIGURATION OF ALL DUCTS AND PIPES PENETRATING FLOOR ASSEMBLIES. 3. PROVIDE FIRESTOPPING AT ALL ELECTRICAL AND MECHANICAL (CONDUIT, PIPING AND DUCT) PENETRATIONS THROUGH FIRE-RATED FLOOR/CEILING/ROOF ASSEMBLIES. SHEETPROJECTBCRA NO. DATE REVISIONS SHEET TITLE © COPYRIGHT 2020 - BCRA, INC. ALL RIGHTS RESERVED SEAL T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA 9840224x36DRAWN BY: REVIEWED BY: IF SHEET MEASURES LESS THAN 24"X36", IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY2/1/2021 3:44:48 PMA-120 1.29.2021 19024 FIRST FLOOR PLAN PERMIT SETSOUTHWORTH ELEMENTARY TEMPORARY402 W YELM AVEYELM, WA 98597YELM COMMUNITY SCHOOLSJDM 1" = 20'-0"1 FIRST FLOOR PLAN FLOOR PLAN GENERAL NOTES FLOOR PLAN LEGEND 0 10 20 40 1" = 20'-0" SCALE: PLAN NORTH C D 6 7 4th GRADE (P32) 119 4th GRADE (P33) 120 4th GRADE (P34) 121 eHALLWAY 122 HALLWAY 123 3rd GRADE (P27) 301 TECHNOLOGY (P20) 302 ART (P21) 305 5th GRADE (P31) 309. STOR. 308 CUST. 310 WRK RM 304 TOILET 306 TOILET 307 TOILET 311 TOILET 312 ALIGN CENTER OF WALL TO CENTERLINE OF WINDOW MULLION CL9" 309A 309B2 A-602 CENTER NEW DOOR UNDER (e) WALL LOUVER ADJUST CEILING MOUNTED LIGHTING AROUND NEW WALL LOCATION 6W1 A-602 1 A-602 1 12'-0" SIM SIM 20'-0"CL CL 1010 SF 1009 SF eM1 SIM EXISTING WALL TO REMAIN EXISTING DOOR TO REMAIN NEW WALL NEW DOOR NO WORK ACOUSTIC WALL 1. DIMENSIONS ARE FROM FACE OF FINISH, FACE OF FRAMING, OR ROUGH OPENING 2. REFER TO MECHANICAL DRAWINGS FOR SIZING AND CONFIGURATION OF ALL DUCTS AND PIPES PENETRATING FLOOR ASSEMBLIES. 3. PROVIDE FIRESTOPPING AT ALL ELECTRICAL AND MECHANICAL (CONDUIT, PIPING AND DUCT) PENETRATIONS THROUGH FIRE-RATED FLOOR/CEILING/ROOF ASSEMBLIES. SHEETPROJECTBCRA NO. DATE REVISIONS SHEET TITLE © COPYRIGHT 2020 - BCRA, INC. ALL RIGHTS RESERVED SEAL T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA 9840224x36DRAWN BY: REVIEWED BY: IF SHEET MEASURES LESS THAN 24"X36", IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY2/1/2021 3:44:49 PMA-120.1 1.29.2021 19024 FIRST FLOOR PLAN - PARTIAL PERMIT SETSOUTHWORTH ELEMENTARY TEMPORARY402 W YELM AVEYELM, WA 98597YELM COMMUNITY SCHOOLSJDM 1/8" = 1'-0"1 FIRST FLOOR PLAN - PARTIAL SHEETPROJECTBCRA NO. DATE REVISIONS SHEET TITLE © COPYRIGHT 2020 - BCRA, INC. ALL RIGHTS RESERVED SEAL T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA 9840224x36DRAWN BY: REVIEWED BY: IF SHEET MEASURES LESS THAN 24"X36", IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY2/1/2021 3:44:49 PMA-120.1 1.29.2021 19024 FIRST FLOOR PLAN - PARTIAL PERMIT SETSOUTHWORTH ELEMENTARY TEMPORARY402 W YELM AVEYELM, WA 98597YELM COMMUNITY SCHOOLSJDM SCALE: 0 4 8 16 1/8" = 1'-0" PLAN NORTH FLOOR PLAN LEGEND FLOOR PLAN GENERAL NOTES 3 A 1 2 GIRLS RR 242 BOYS RR 248 LIBRARY OFFICE 246 3rd GRADE (P23) 202 1st GRADE (8) 203 1st GRADE (4) 204 1st GRADE (3) 205 1st GRADE (2) 213 1st GRADE (1) 211 KINDERGARTEN (12) 210 LIBRARY 250 AV STOR. (E) 245 PSYCHOLOGIST 244 2nd GRADE (6) 212 KINDERGARTEN (9) 209B KINDERGARTEN (13) 209A COUNSELOR (16) 241 LEARNING CENTER (P26) 220 LEARNING CENTER (P25) 222 KINDERGARTEN (18) 206 KINDERGARTEN (17) 207 OFFICE 243 CHILD ACCESSIBLE TOILET, 12" -15" H SEAT 25'-3 5/8"209B 6W1 2 A-602 A-602 1 A-602 1 SIM 918 SF 1167 SF 1. DIMENSIONS ARE FROM FACE OF FINISH, FACE OF FRAMING, OR ROUGH OPENING 2. REFER TO MECHANICAL DRAWINGS FOR SIZING AND CONFIGURATION OF ALL DUCTS AND PIPES PENETRATING FLOOR ASSEMBLIES. 3. PROVIDE FIRESTOPPING AT ALL ELECTRICAL AND MECHANICAL (CONDUIT, PIPING AND DUCT) PENETRATIONS THROUGH FIRE-RATED FLOOR/CEILING/ROOF ASSEMBLIES. EXISTING WALL TO REMAIN EXISTING DOOR TO REMAIN NEW WALL NEW DOOR NO WORK ACOUSTIC WALL SHEETPROJECTBCRA NO. DATE REVISIONS SHEET TITLE © COPYRIGHT 2020 - BCRA, INC. ALL RIGHTS RESERVED SEAL T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA 9840224x36DRAWN BY: REVIEWED BY: IF SHEET MEASURES LESS THAN 24"X36", IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY2/1/2021 3:44:50 PMA-120.2 1.29.2021 19024 FIRST FLOOR PLAN - PARTIAL PERMIT SETSOUTHWORTH ELEMENTARY TEMPORARY402 W YELM AVEYELM, WA 98597YELM COMMUNITY SCHOOLSJDM FLOOR PLAN LEGEND FLOOR PLAN GENERAL NOTES SCALE: 0 4 8 16 1/8" = 1'-0" PLAN NORTH 1/8" = 1'-0"1 FIRST FLOOR PLAN - PARTIAL SEALANT, TYPICAL. WALL ASSEMBLY PER PLAN DOOR - REFER TO DOOR SCHEDULE. HOLLOW METAL FRAME - REFER TO DOOR SCHEDULE. MINERAL WOOL INSULATION EXTEND GYPSUM WALL BOARD INTO FRAME, TYPICAL.1/2"1/2"SEALANT, TYPICAL. WALL ASSEMBLY PER PLAN DOOR - REFER TO DOOR SCHEDULE HOLLOW METAL FRAME - REFER TO DOOR SCHEDULE. EXTEND GYPSUM WALL BOARD INTO FRAME, TYPICAL 1/2"1/2" MINERAL WOOL INSULATION FINISH, AS SCHEDULED, OVER CONCRETE SLAB (AIR BARRIER)- REFER ALSO TO STRUCTURAL 1/2" MAXDOOR FRAME, PER DOOR SCHEDULE, BEYOND DOOR (AIR BARRIER)- REFER TO DOOR SCHEDULE ALUMINUM THRESHOLD (AIR BARRIER), SET IN CONTINUOUS BED OF BUTYL SEALANT (AIR BARRIER) CONCRETE WALK - REFER TO ASLO CIVIL EXPANSION JOINT MATERIAL HM DOOR AND FRAME PER SCHEDULE EXISTING WALL ASSEMBLY FIBER CEMENT, PAINT PREFINISHED SHEET METAL JAMB FLASHING ELASTOMERIC PAINT OVER (e) WALL ASSEMBLY CONTINUOUS CLEAT SPRAY FOAM; FILL CAVITY ENTIRELY SEALANT LIQUID FLASHING OVER PLYWOOD SHEATHING PPT 4x8 PER STRUCTURAL 4x6 PER STRUCTURAL ELASTOMERIC PAINT OVER EXISTING WALL ASSEMBLY HM DOOR AND FRAME PER SCHEDULE 2x12 FRAMING PER STRUCTURAL PPT4x8 PER STRUCTURAL SPRAY FOAM; FILL CAVITY ENTIRELY LIQUID FLASHING OVER PLYWOOD SHEATHING PRE-PRIMED SHEET METAL DRIP FLASHING FIBER CEMENT SIDING, PAINT SEALANT PRE-PRIMED SHEET METAL DRIP FLASHING DEMO CMU TO NEAREST HORIZONTAL JOINT FINISH FLOOR 1NOTE: ALL FRAMES 2" UNO PER SCH PER SCHA B FINISH FLOOR PER SCH PER SCH PER SCHPER SCHSHEETPROJECTBCRA NO. DATE REVISIONS SHEET TITLE © COPYRIGHT 2020 - BCRA, INC. ALL RIGHTS RESERVED SEAL T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA 9840224x36DRAWN BY: REVIEWED BY: IF SHEET MEASURES LESS THAN 24"X36", IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY2/1/2021 3:44:51 PMA-601 1.29.2021 19024 DOOR SCHEDULE, TYPES & DETAILS PERMIT SETSOUTHWORTH ELEMENTARY TEMPORARY402 W YELM AVEYELM, WA 98597YELM COMMUNITY SCHOOLSJDM 3" = 1'-0"4 DOOR JAMB - INTERIOR 3" = 1'-0"5 DOOR HEAD - INTERIOR 3" = 1'-0"1 DOOR THRESHOLD - EXTERIOR 3" = 1'-0"2 DOOR JAMB - EXTERIOR 3" = 1'-0"3 DOOR HEAD - EXTERIOR DOOR SCHEDULE DOOR NUMBER DOOR FRAME DETAIL CALLOUT FIRE RATING LABEL HARDWARE GROUP REMARKS DOOR NUMBER WIDTH HEIGHT DEPTH TYPE MATERIAL FINISH GLAZING TYPE MATERIAL FINISH HEAD JAMB SILL209B 3' - 0" 6' - 8" 2" B WD PT GL-2 1 WD PT 209B 309A 3' - 0" 6' - 8" 2" A HM PT GL-1 1 HM PT 309A 309B 3' - 0" 6' - 8" 2" A WD PT -- 1 WD PT 309B DOOR SCHEDULE GENERAL NOTES GLAZING TYPES DOOR SCHEDULE ABBREVIATIONS DOOR SCHEDULE REMARKS 1. FIELD VERFIY ALL DOOR/FRAME OPENING SIZES. 2. REFER TO A-501 FOR DOOR CLEARANCE REQURIEMENTS AT DOORS. 3. PROVIDE BACKING IN FRAMING FOR ALL WALL-MOUNTED HARDWARE. REFER TO FRAMING SPECIFICATIONS FOR LOCATIONS AND REQUIREMENTS. AL ALUMINUM FF FACTORY FINISH HM HOLLOW METAL PT PAINT WD WOOD A. EXTERIOR DOOR. SERVES AS AIR BARRIER. AT HOLLOW METAL: PROVIDE INSULATED DOOR. B. SOUND DOOR. PROVIDE ACOUSTIC SEALS. C. PROVIDE AUTOMATIC CLOSER. D. PROVIDE PANIC HARDWARE. E. PROVIDE MAGNETIC HOLD OPEN. F. PROVIDE AUTOMATIC OPERATOR. G. PROVIDE OVERHEAD DOOR STOP. H. ACCESS CONTROL. I. PROVIDE FINGER GUARDS. GL-1 1" TEMPERED INSULATED LOW-E GLASS UNIT GL-2 1/4" TEMPERED GLASS DOOR TYPES DOOR FRAME TYPES INTERIOR 2X6 WOOD STUD WALL ASSEMBLY 6W1 SCALE: 1 1/2" = 1'-0" 5/8" TYPE 'X' GYPSUM BOARD 2X6 WOOD FRAMING @ 16" OC, WITH BATT INSULATION 5/8" TYPE 'X' GYPSUM BOARD ASSEMBLY TYPE AND DESCRIPTION ASSEMBLY COMPONENTS - PLAN VIEW RATED ASSEMBLY REQUIREMENTS REFER TO G-201 FOR LOCATIONS OF WALLS REQUIRING FIRE-RATED CONSTRUCTION ASSEMBLY TYPE AND DESCRIPTION ASSEMBLY COMPONENTS - PLAN VIEW RATED ASSEMBLY REQUIREMENTS REFER TO G-201 FOR LOCATIONS OF WALLS REQUIRING FIRE-RATED CONSTRUCTION EXISTING EXTERIOR MASONRY WALL ASSEMBLY eM1 SCALE: 1 1/2" = 1'-0" 5/8" TYPE 'X' GYPSUM BOARD 2x6 WOOD FRAMING @ 16" OC, WITH BATT INSULATION 8" CMU WALL WEATHER RESISTIVE BARRIER STUCCO SYSTEM INTERIOR INTERIOR 1. STAGGER JOINTS ON ALL MULTIPLE LAYERS OF GYPSUM WALL BOARD. 2. ATTACH MULTIPLE LAYERS OF GYPSUM WALL BOARD WITH SCREWS; DO NOT USE ADHESIVES. 3. PROVIDE ACOUSTIC SEALANT AT TOP, BOTTOM, BOTH SIDES OF WALL PERIMETER AND AT ALL PENETRATIONS. 4. SEAL ALL OPENINGS IN ELECTRICAL BOXES WITH ACOUSTIC SEALANT. OFFSET ELECTRICAL BOXES ON OPPOSITE SIDES OF A COMMON PARTITION WALL BETWEEN ADJACENT ROOMS A MINIMUM OF18" (WITH AT LEAST ONE STUD BETWEEN THE BOXES). 1. ALL NEW WALL ASSEMBLIES TO BE ACOUSTICALLY CONSTRUCTED PER ACOUSTIC NOTES BELOW. 2. NON-FIRE-RATED ASSEMBLIES: INSTALL GENERAL PURPOSE INTERIOR SEALANT AS SPECIFIED IN SECTION 07 9000 AT EXPOSED TO VIEW GAPS/CRACKS AROUND PENETRATIONS AND BETWEEN DISSIMILAR MATERIALS. 3. AT WALLS THAT DO NOT EXTEND TO STRUCTURE ABOVE, PROVIDE RIGID BRACE AT 8'-0" O.C. OR TO RESIST 5 PSF TRANSVERSE LOAD, ALTERNATE SIDES. ATTACH BRACE TO STRUCTURE WITH (2) POWDER DRIVE OR ONE EXPANSION TYPE ANCHOR. ATTACH BRACE TO PARTITION WITH (2) #8 SCREWS. BRACING NOT REQUIRED WITHIN 8'-0" OF INTERSECTING PARTITIONS. 4. PROVIDE BACKING IN FRAMING FOR SURFACE MOUNTED ITEMS. REFER TO SPECIFICATIONS FOR REQUIREMENTS. EXISTING FLOOR ASSEMBLY EXISTING ROOF STRUCTURE 6W1 PROVIDE SEISMIC GUIDE WIRES TO TRACK AT TOP OF WALL @ 48" O.C. FULL LENGTH OF NEW WALL (OMIT @ 'SIM') (e) ACT SYSTEM (ROOF STRUCTURE @ 'SIM') PPT 2x SILL PLATE; (2) POWDER ACTUATED FASTENERS TO (e) FLOOR @ EACH STUD BAY @ 'SIM', PROVIDE WOOD SCREWS @ 8" O.C w/ MAXIMUM 1 1/2" ENGAGEMENT TO (e) ROOF STRUCTURE EQ UNOEQ UNO 2'-6"2'-6"2'-6"4'-6"4'H X 8'W - WHITEBOARD DIGITAL MONITOR PROVIDE BACKING IN WALL 4'H X 8'W - WHITEBOARD SHEETPROJECTBCRA NO. DATE REVISIONS SHEET TITLE © COPYRIGHT 2019 - BCRA, INC. ALL RIGHTS RESERVED SEAL T 206.625.3300 F 253.627.4395 WWW.BCRADESIGN.COM414 STEWART ST, SUITE 200, SEATTLE, WA 9810124x36DRAWN BY: REVIEWED BY: IF SHEET MEASURES LESS THAN 24"X36", IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY2/1/2021 3:44:51 PMA-602 1.29.2021 19024 WALL ASSEMBLY TYPES AND DOOR SCHEDULE PERMIT SETSOUTHWORTH ELEMENTARY TEMPORARY402 W YELM AVEYELM, WA 98597YELM COMMUNITY SCHOOLSJDM INTERIOR WALL ASSEMBLY GENERAL NOTES ACOUSTIC WALL ASSEMBLY GENERAL NOTES 3/4" = 1'-0"2 WALL SECTION 1/4" = 1'-0"1 TYPICAL TEACHING WALL AREA DESIGN DEAD LOAD LIVE LOAD (2)PARTITION LOAD CONCENTRATED LOADS ROOF 25 PSF (1) WALL SURFACES 1 EFFECTIVE WIND AREA POSITIVE PRESSURE (PSF)NEGATIVE PRESSURE (PSF) 4 5 4 5 10 SF 23.8 23.8 -25.8 -31.9 20 SF 22.7 22.7 -24.7 -29.7 50 SF 21.3 -23.3 100 SF 20.2 -22.2 500 SF 17.7 -19.8 THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE SPECIFICATIONS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATIONS, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE STRUCTURE HAS BEEN DESIGNED TO RESIST CODE SPECIFIED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OF THE STRUCTURE PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT IS NOT LIMITED TO JOB SITE SAFETY; ERECTION MEANS, METHODS, AND SEQUENCES; TEMPORARY SHORING, FORMWORK, BRACING; USE OF EQUIPMENT AND CONSTRUCTION PROCEDURES. PROVIDE ADEQUATE RESISTANCE TO LOADS ON THE STRUCTURES DURING CONSTRUCTION PER SEI/ASCE STANDARD NO. 37-14 "DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION." CONSTRUCTION OBSERVATION BY THE STRUCTURAL ENGINEER IS FOR GENERAL CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE CONTRACTOR'S CONSTRUCTION PROCEDURES. STANDARDS ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED AND ADOPTED BY THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION. CONTRACT DRAWINGS / DIMENSIONS ARCHITECTURAL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. CONSULTANT DRAWINGS BY OTHER DISCIPLINES ARE SUPPLEMENTARY TO ARCHITECTURAL DRAW INGS. REPORT DIMENSIONAL OMISSIONS OR DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND STRUCTURAL, MECHANICAL, ELECTRICAL OR CIVIL DRAWINGS TO ARCHITECT PRIOR TO PROCEEDING WITH WORK. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS. PRIMARY STRUCTURAL ELEMENTS ARE DIMENSIONED ON STRUCTURAL PLANS AND DETAILS AND OVERALL LAYOUT OF STRUCTURAL PORTION OF WORK. SOME SECONDARY ELEMENTS ARE NOT DIMENSIONED, SUCH AS WALL CONFIGURATIONS, INCLUDING EXACT DOOR AND WINDOW LOCATIONS, ALCOVES, SLAB SLOPES AND DEPRESSIONS, CURBS, ETC. VERTICAL DIMENSIONAL CONTROL IS DEFINED BY ARCHITECTURAL WALL SECTIONS AND BUILDING SECTIONS. STRUCTURAL DETAILS SHOW DIMENSIONAL RELATIONSHIPS TO CONTROL DIMENSIONS DEFINED BY ARCHITECTURAL DRAWINGS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS. VERTICAL LOADS LATERAL FORCES LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF ROOF AND FLOORS TO SHEAR WALLS. LOADS ARE THEN TRANSFERRED TO FOUNDATION BY SHEAR WALL ACTION WHERE ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND/OR SLIDING FRICTION. OVERTURNING IS RESISTED BY DEAD LOAD OF THE STRUCTURE. (1) DRIFT AND UNBALANCED SNOW LOAD PER ASCE 7-10, CHAPTER 7. (2) LIVE LOADS EXCEPT SNOW LOADS ARE REDUCED PER IBC SECTION 1607.10. (3) LIVE LOAD REDUCTION NOT PERMITTED EXCEPT AS NOTED IN IBC SECTION 1607.10. WIND: THE BUILDING MEETS THE CRITERIA TO USE THE "METHOD 2 - SIMPLIFIED ENVELOPE PROCEDURE" PER ASCE 7-10. - EXPOSURE CATEGORY = B - BASIC WIND SPEED, (3 SEC. GUST), VULT = 115 MPH; VASD = 90 MPH - RISK CATEGORY PER TABLE 1.5-1 = - TOPOGRAPHIC FACTOR KZT = 1.0 - INTERNAL PRESSURE COEFFICIENT (ENCLOSED) = ± 0.18 - COMPONENTS AND CLADDING LOADS, SEE THE FOLLOWING TABLES: PIPES, DUCTS AND MECHANICAL EQUIPMENT SUPPORTED OR BRACED FROM STRUCTURE. CONFORM TO SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. PUBLICATION "SEISMIC RESTRAINT MANUAL: GUIDELINES FOR MECHANICAL SYSTEMS". SPRINKLER LINE ATTACHMENTS SHALL CONFORM TO NFPA PAMPHLET 13. SEISMIC IMPORTANCE FACTOR, e = 1.25 RISK CATEGORY OF BUILDING PER TABLE 1.5-1 = SPECTRAL RESPONSE ACCELERATIONS Ss = 1.250 & S1 = 0.498 SITE CLASS PER TABLE 20.3-1 = D DESIGN SPECTRAL RESPONSE ACCELERATIONS SDS = 0.833 & SD1 = 0.499 SEISMIC DESIGN CATEGORY = D I SEISMIC:(ASCE 7-10) 1. VALUES SHOWN IN TABLE ARE GROSS ULTIMATE WIND PRESSURES. 2. ZONES ARE AS DEFINED BY FIGURE 30.5-1 IN ASCE 7-10. GENERAL NOTES DESIGN CRITERIA 300# POST-INSTALLED ANCHORS: SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE STRUCTURAL ENGINEER PRIOR TO INSTALLING POST- INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. CARE SHALL BE TAKEN IN PLACING POST-INSTALLED ANCHORS TO AVOID CONFLICTS W ITH REBAR. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. INSTALLER SHALL BE QUALIFIED AND TRAINED BY THE MANUFACTURER. HOLES SHALL BE HAMMER DRILLED ONLY (ROTARY DRILLED ONLY AT UNREINFORCED MASONRY - NO HAMMER TOOLS). SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW, SHALL BE SUBMITTED FOR APPROVAL A MINIMUM OF 2 WEEKS PRIOR TO BID, ALONG W ITH CALCULATIONS THAT ARE PREPARED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER (LICENSED IN THE STATE IN WHICH THE PROJECT OCCURS) DEMONSTRATING THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT PERFORMANCE VALUES (MINIMUM) OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN PROCEDURE AND/OR STANDARD(S) AS REQUIRED BY THE BUILDING CODE. POST-INSTALLED ANCHORS 15 PSF III 21.3 -26.9 20.2 -24.7 17.7 -19.8 III DETAILING, FABRICATION AND ERECTION ALL WORKMANSHIP SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION, 14TH EDITION, THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS JUNE 22, 2010, THE AISC CODE OF STANDARD PRACTICE, APRIL 14, 2010 AND THE AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS, JUNE 22, 2010. STEEL MEMBERS ARE EQUALLY SPACED BETWEEN COLUMNS AND/OR DIMENSION POINTS UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDES AND JOINT PREPARATIONS THAT INCLUDE BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDES, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, WELD EXTENSION TABS, COPES, SURFACE ROUGHNESS VALUES AND TAPERS OF UNEQUAL PARTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLIANCE WITH ALL CURRENT OSHA REQUIREMENTS. HOLES, COPES OR OTHER CUTS OR MODIFICATIONS OF THE STRUCTURAL STEEL MEMBERS SHALL NOT BE MADE IN THE FIELD WITHOUT WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER. STRUCTURAL STEEL ADHESIVE ANCHOR RODS: ASTM F1554, GRADE 36 UNLESS NOTED OTHERWISE. GENERAL REQUIREMENTS PENNYWEIGHT DIAMETER (INCHES)LENGTH (INCHES)TRACKER** EMBOSSED HEAD / COLOR 8d 10d 16d 20d 0.131 0.148 0.162 0.192 2-1/2 3 3-1/2 4 3 / BLUE 4 / WHITE 6 / ORANGE - FASTENER TYPE DIAMETER (INCHES) LENGTH (INCHES) EQUIVALENT SPACING (INCHES) TRACKER** EMBOSSED HEAD / COLOR 8d COMMON WIRE 0.131 2-1/2 6 4 3 3/ BLUE 8d "DIPPED GALV. BOX" 8d "SHINY BOX" 12 GA. STAPLES 14 GA. STAPLES 15 GA STAPLES 0.131 0.113 0.1055 0.080 0.072 2-1/2 2-1/2 1-7/8* 1-1/2* 1-1/2* 6 4-1/2 6 6 5 4 3 5-1/2 4 3 3 2-1/2 4 3 2-1/2 E3 / NONE 1 / BLUE - - - 10d COMMON WIRE 0.148 3 6 4 3 4 / WHITE 10d "HOT DIPPED GALV. BOX" 10d "SHINY BOX" 0.148 0.128 3 3 6 4-1/2 4 3 3 2-1/4 F4 / NONE 3 / WHITE FOR DIAPHRAGM OR SHEAR WALL NAILING THE FOLLOWING FASTENER TYPES MAY BE USED AT EQUIVALENT SPACING TO THAT SPECIFIED ON PLANS: *BASED ON 15/32" PLYWOOD OR OSB. **REFERENCE TO EMBOSSED HEAD / COLOR CODED NAILS PER TRACKERS SYSTEM. CARPENTRY: NAILS: CONNECTION DESIGNS ARE BASED ON "COMMON WIRE" NAILS WITH THE FOLLOWING PROPERTIES: FRAMING LUMBER: STANDARDS. EACH PIECE SHALL BEAR THE GRADE TRADEMARK OF THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB), WESTERN WOOD PRODUCTS ASSOCIATION (WWPA), OR OTHER AGENCY ACCREDITED BY THE AMERICAN LUMBER STANDARD COMMITTEE (ALSC) TO GRADE UNDER ALSC CERTIFIED GRADING RULES. MASONRY ANCHORS (HOLLOW MASONRY): - ADHESIVE ANCHORS: HILTI HIT-HY 270 WITH SCREEN TUBES AT HOLLOW CMU (ICC-ESR-4143) BY HILTI, INC. OR SIMPSON SET-XP WITH SCREEN TUBES AT HOLLOW CMU (IAPMO ER 265) USING THE APPROPRIATE SIZE SCREEN TUBE REQUIRED BY THE MANUFACTURER. CONCRETE ANCHORS: - ADHESIVE ANCHORS: HILTI HIT-HY 200 (ICC-ESR-3187) *CONCRETE SHALL BE A MINIMUM OF 21 DAYS OLD AT TIME OF INSTALLATION. *CONCRETE SHALL BE IN THE TEMPERATURE RANGE AS REQUIRED BY THE CONCRETE MANUFACTURER. *HOLE SHALL BY HAMMER-DRILLED ONLY. *HOLE SHALL BE DRY AT TIME OF INSTALLATION. *INSTALLER OF HORIZONTAL OR UPWARDLY INCLINED (ANY POSITION EXCEPT DIRECTLY DOWNWARD) ANCHORS SHALL ALSO BE CERTIFIED BY THE ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM. SPECIES AND GRADE (BASE DESIGN VALUE) 1. 6x BEAMS AND HEADERS. "DOUG FIR-LARCH" NO. 1 (Fb=1350 PSI, Fv=170 PSI) 2. 2x TO 4x JOISTS, PURLINS AND HEADERS. "DOUG FIR-LARCH" NO. 2 (Fb=900 PSI, Fv=180 PSI) OR "HEM-FIR" NO. 1 (Fb=975 PSI, Fv=150 PSI) 3. 6x POSTS AND COLUMNS. "DOUG FIR-LARCH" NO. 1 (Fc=1000 PSI) 4. EXTERIOR STUDS, INTERIOR BEARING WALLS AND 4x COLUMNS. "DOUG FIR-LARCH" NO. 2 (Fb= 900 PSI, Fc=1350 PSI) OR "HEM-FIR" NO. 1 (Fb=975 PSI, Fc=1350 PSI). 5. INTERIOR NON-BEARING STUD WALLS. "DOUG FIR-LARCH" NO. 2 (Fb=900 PSI. Fc=1350 PSI) OR "HEM-FIR" NO. 1 (Fb=975 PSI, Fc=1350 PSI) 6. 2x & 3x T&G DECKING: "DOUG FIR-LARCH" COMMERCIAL (Fb=1450 PSI, E=1700 KSI) 7. THE MINIMUM GRADE OF ALL OTHER STRUCTURAL FRAMING. "DOUG FIR-LARCH" NO. 2 (Fb= 900 PSI, Fc=1350 PSI), OR "HEM-FIR" NO. 1 (Fb=975 PSI, Fc=1350 PSI). 8. UTILITY & STANDARD GRADES NOT PERMITTED. GENERAL REQUIREMENTS: PROVIDE MINIMUM NAILING PER IBC TABLE 2304.10.1 OR MORE, AS OTHERWISE SHOWN. STAGGER ALL NAILING TO PREVENT SPLITTING OF WOOD MEMBERS. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED W ITH THE EXCEPTION OF INTERIOR CONCRETE TOPPINGS ON WOOD FLOOR SYSTEMS. HOLES AND CUTS IN 3x OR 4x PLATES SHOULD BE TREATED WITH A 9% SOLUTION OF COPPER NAPHTHENATE. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. PROVIDE CUT WASHERS WHERE BOLT HEADS, NUTS AND LAG SCREW HEADS BEAR ON WOOD. PROVIDE A MINIMUM 3"x3"x0.229" PLATE WASHER ON ALL ANCHOR BOLTS WHICH CONNECT MUD SILLS TO FOUNDATION. DO NOT NOTCH OR DRILL STRUCTURAL MEMBERS, EXCEPT AS ALLOWED BY IBC SECTIONS 2308.4.2.4, 2308.5.9, 2308.5.10 AND 2308.7.4 OR AS RESTRICTED BY PLANS OR DETAILS, OR AS APPROVED PRIOR TO INSTALLATION. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. FRAMING CONNECTORS: SHALL CONFORM TO CURRENT EVALUATION REPORT AND BE MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, SAN LEANDRO, CA., OR PRE-APPROVED EQUAL. PROVIDE MAXIMUM SIZE AND QUANTITY OF NAILS OR BOLTS PER MANUFACTURER, EXCEPT AS NOTED OTHERWISE. PROVIDE LEAD HOLES AS REQUIRED TO PREVENT SPLITTING OF WOOD MEMBERS. REFER TO PRESERVATIVE TREATED WOOD REQUIREMENTS IN THESE GENERAL NOTES FOR GALVANIZING REQUIREMENTS FOR CONNECTORS AND FASTENERS. STRUCTURAL ENGR. BLDG. DEPT. 1.X XCONTRACTOR'S STATEMENT OF RESPONSIBILITY SHOP DRAWINGS/SUBMITTALS THE FOLLOWING SHOP DRAWINGS/SUBMITTALS SHALL BE PROVIDED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION OR DELIVERY. MISCELLANEOUS: PRE-APPROVED SUBSTITUTIONS: SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS OF THESE GENERAL NOTES AND THE SPECIFICATIONS, AND IF COMPLETE WRITTEN ENGINEERING DATA FOR EACH CONDITION REQUIRED FOR THIS PROJECT IS PROVIDED TO THE STRUCTURAL ENGINEER TWO WEEKS PRIOR TO BID DATE AND APPROVED IN WRITTEN ADDENDA BY THE ARCHITECT. DATA IS TO INDICATE CODE BASIS BY YEAR, AUTHORITY FOR STRESSES AND STRESS INCREASES, IF ANY, AND AMOUNT OF EXPECTED DEFLECTION FOR FLEXURAL MEMBERS UNDER (1) TOTAL LOAD AND (2) LIVE LOAD ONLY. ALL INCREASED COSTS IN MECHANICAL, SPRINKLER, ELECTRICAL OR GENERAL INSTALLATION AND ANY ARCHITECTURAL OR STRUCTURAL REDESIGN RESULTING FROM SUBSTITUTION SHALL BE BORNE BY THE GENERAL CONTRACTOR. SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING LABORATORY PER THE REQUIREMENTS OF IBC CHAPTER 17 AND THE LOCAL BUILDING OFFICIAL OR APPLICABLE JURISDICTION AND THE CONTRACT DOCUMENTS. THE SPECIAL INSPECTOR SHALL SUBMIT INSPECTION REPORTS AND A FINAL SIGNED REPORT TO THE BUILDING OFFICIAL FOR THE ITEMS LISTED IN THE QUALITY ASSURANCE/SPECIAL INSPECTION SECTION: SCOPE OF THE RENOVATION IS TO ACCOMMODATE ARCHITECTURAL CHANGES - SPECIFICALLY TWO DOOR PENETRATIONS IN EXISTING STRUCTURAL WALLS. LATERAL UPGRADES ARE NOT WITHIN THE SCOPE OF THIS PROJECT. 43202 EYESW NL EE LE Y J. A L EOIN EEEPRFO S S GN NIRGTATSNOTAFOEW NIHS UTSRRA T C U L NNE G EERISHEETPROJECTBCRA NO. DATE REVISIONS SHEET TITLE © COPYRIGHT 2020 - BCRA, INC. ALL RIGHTS RESERVED SEAL T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA 9840224x36DRAWN BY: REVIEWED BY: IF SHEET MEASURES LESS THAN 24"X36", IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY1/29/2021 9:44:30 AM C:\_Revit Models\21108 Exist Yelm MS v2020 (Central)_tmorrissey@pcs-structural.com.rvtS0 01.29.2021 19024 GENERAL NOTES PERMITSOUTHWORTH ELEMENTARY TEMPORARY402 W YELM AVEYELM, WA 98597YELM COMMUNITY SCHOOLSTNM WJN ABBREVIATION LIST HGR HANGERA.B.ANCHOR BOLT HDR HEADER A.F.F.ABOVE FINISH FLOOR HT HEIGHTALT. ALTERNATE HORIZ.HORIZONTAL ARCH.ARCHITECTURAL HSS HOLLOW STRUCTURAL SECTION @ AT INT.INTERIOR BM BEAM JST JOIST BRG BEARING JT JOINT BTWN BETWEEN L ANGLE BLK'G BLOCKING LLH LONG LEG HORIZONTALBOT.BOTTOM LLV LONG LEG VERTICAL B.O.F.BOTTOM OF FOOTING L.L.LIVE LOAD BLD'G BUILDING LOC.LOCATION B.U.BUILT UP LSL LAMINATED STRAND LUMBER (C= ) CAMBER LVL CANT.CANTILEVER MAX.MAXIMUM C.J.CONTROL/CONSTRUCTION JOINT M.B.MACHINE BOLT MFR MANUFACTURER! CENTERLINE MECH.MECHANICAL CLR.CLEARANCE MTL METALCOL.COLUMN MEZZ.MEZZANINE CONC.CONCRETE MIN.MINIMUM MISC.MISCELLANEOUSCMU CONCRETE MASONRY UNIT N.S.NEAR SIDECONN.CONNECTION NTS NOT TO SCALECONST.CONSTRUCTION O.C.ON CENTERCONT. CONTINUOUS OPN'G OPENINGCONTR.CONTRACTOR OPP.OPPOSITECOORD. COORDINATE #PLATE CTR'D CENTERED P.A.F.POWDER ACTUATED FASTENER PERP.PERPENDICULAR C.Y. CUBIC YARD P.P.PARTIAL PENETRATIONDBL. DOUBLE N.F.NEAR FACE ADD'L ADDITIONAL C.F.S. COLD-FORMED STEEL C.P.COMPLETE PENETRATION LAMINATED VENEER LUMBER BRB BUCKLING RESTRAINED BRACE STATEMENT OF SPECIAL INSPECTIONS: SPECIAL INSPECTION: SPECIAL INSPECTION SHALL BE PROVIDED PER THE REQUIREMENTS OF IBC SECTION 1704 AND 1705 AND AS NOTED HEREIN. CONCRETE ACI 318: 3.8.6, 8.1.3, 21.2.8 IBC 1909.1 ANCHORS POST-INSTALLED IN HARDENED CONCRETE X MASONRY TESTING AND SPECIAL INSPECTION REPORTS SHALL BE PREPARED FOR EACH INSPECTION ITEM ON A DAILY BASIS WHENEVER WORK IS PERFORMED ON THAT ITEM. REPORTS SHALL BE DISTRIBUTED TO OWNER, CONTRACTOR, BUILDING OFFICIAL, ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD OR DESIGNATED REPRESENTATIVE IN ACCORDANCE WITH IBC 1704.6. STRUCTURAL OBSERVATION SHALL BE PERFORMED AS FOLLOW S: » PERIODIC VISUAL OBSERVATION OF STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO CONSTRUCTION DOCUMENTS AT SIGNIFICANT CONSTRUCTION STAGES. » REVIEW OF TESTING AND INSPECTION REPORTS. » REPORTS SHALL BE PREPARED FOR EACH SITE VISIT AND SHALL BE DISTRIBUTED TO ARCHITECT. GENERAL CONTRACTOR SHALL SUBMIT A WRITTEN CONTRACTOR'S STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL INCLUDE ACKNOWLEDGMENT OF AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION. ANCHORS POST-INSTALLED IN MASONRY X IBC 1704 & 1705 MFR EVAL REPORT MFR PUBLISHED INSTALLATION INSTRUCTIONS PERIODIC INSPECTION PERMITTED FOR RISK CATEGORY I, II, AND III STRUCTURES STRUCTURAL SYSTEM VERIFICATION AND INSPECTION CONTINUOUS PERIODIC COMMENTS REFERENCES D.L. DEAD LOAD P.S.F.POUNDS PER SQUARE FOOT DIA. OR & DIAMETER PSL PARALLAM DIAG. DIAGONAL P.P.T.PRESERVATIVE PRESSURE TREATED DIM. DIMENSION PW.PLYWOOD REINF.REINFORCING D.F. DOUGLAS FIR REQ'D REQUIREDDWGDRAWING SCHED.SCHEDULEDWL DOWEL S.C.L.STRUCTURAL COMPOSITE LUMBER EA. EACH SIM.SIMILAREL.ELEVATION S.O.G.SLAB ON GRADEELEV. ELEVATOR SQ.SQUAREENGR. ENGINEER STD STANDARDEQ. EQUAL STL STEEL (E)EXISTING STIFF.STIFFENER E.F.EACH FACE STRUCT.STRUCTURAL E.W.EACH WAY T&B TOP & BOTTOM EXP. EXPANSION T&G TONGUE AND GROOVE EXT. EXTERIOR THR'D THREADED FTG FOOTING T.O.F.TOP OF FOOTING FDN FOUNDATION T.O.S.TOP OF STEEL FLR FLOOR TRT'D TREATED F.O.M. FACE OF MASONRY TYP.TYPICAL F.O.S. FACE OF STUD U.N.O.UNLESS NOTED OTHERWISEF.S. FAR SIDE U.T.ULTRASONIC TESTED FRM'G FRAMING VERT.VERTICAL GALV. GALVANIZED W.P.WORK POINT GA.GAGE/GAUGE WT WEIGHT GL. GLULAM W.W.R.WELDED WIRE REINFORCING GR.GRADE W/WITH GWB GYPSUM WALL BOARD F.F.FAR FACE F.R.T. FIRE RETARDANT TREATED P.T.POST TENSION SHT'G SHEATHING DCW DEMAND CRITICAL WELD S.F.R.S.SEISMIC FORCE-RESISTING SYSTEM 43202 EYESW NL EE LE Y J. A L EOIN EEEPRFO S S GN NIRGTATSNOTAFOEW NIHS UTSRRA T C U L NNE G EERISHEETPROJECTBCRA NO. DATE REVISIONS SHEET TITLE © COPYRIGHT 2020 - BCRA, INC. ALL RIGHTS RESERVED SEAL T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA 9840224x36DRAWN BY: REVIEWED BY: IF SHEET MEASURES LESS THAN 24"X36", IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY1/29/2021 9:44:33 AM C:\_Revit Models\21108 Exist Yelm MS v2020 (Central)_tmorrissey@pcs-structural.com.rvtS0.1 01.29.2021 19024 GENERAL NOTES PERMITSOUTHWORTH ELEMENTARY TEMPORARY402 W YELM AVEYELM, WA 98597YELM COMMUNITY SCHOOLSTNM WJN TYPICAL STUD WALL OPENING FRAMING AT EXISTING WOOD WALL (E) SILL PROVIDE (1) MIN. FULL HT STUD ADJACENT TO END OF HDR (4) 16d TYP. (6) 16d TYP. (E) DBL. TOP A35 U.N.O. 6x10 @ 2x6 WALLS - TYP. U.N.O. (E) STUDS - ATTACH CUT (E) STUDS TO FRM'G W/ (3) 16d TOENAIL A35 T&B FULL HT STUD TO (E) TYP. U.N.O. PROVIDE (2) MIN. BRG STUDS UNDER HDR EA. ENDNOTES: 1. DEMOLISH AND PATCH WALL FINISHES AS REQUIRED TO INSTALL NEW FRAMING. 3" A34 5/8"/ ADHESIVE ANCHOR -EMBED 6" -RECESS NUT & WASHER -TYP. A34 TYP. A34 12"8"4" P.P.T. 2x12 3"6"H3 -TYP.P.P.T. 4x8 A35 -TYP. 1/2"/ ADHESIVE ANCHOR W/ SCREEN TUBE INTO HOLLOW CMU CELL - EMBED PER MFR 2x4 T&B W/ 1/4"/x5" SDS SCREWS @ 8" O.C. LOUVER -FIELD VERIFY LOC. 4x6 FLAT 6"5"8" O.C. P.P.T. 4x8 (E) 2x4 FRAMING NOT SHOWN (E) 2x6 BTWN FURRING WALL & CONC. SILL (E) 2x6 BTWN FURRING WALL & CMU WALL (E) (E) CONC. SILL DEMO CMU AT CMU JT A34 T&B -TYP. (E) (E) CMU DEMO CMU AT CMU COURSE JT 43202 EYESW NL EE LE Y J. A L EOIN EEEPRFO S S GN NIRGTATSNOTAFOEW NIHS UTSRRA T C U L NNE G EERISHEETPROJECTBCRA NO. DATE REVISIONS SHEET TITLE © COPYRIGHT 2020 - BCRA, INC. ALL RIGHTS RESERVED SEAL T 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA 9840224x36DRAWN BY: REVIEWED BY: IF SHEET MEASURES LESS THAN 24"X36", IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY1/29/2021 9:44:36 AM C:\_Revit Models\21108 Exist Yelm MS v2020 (Central)_tmorrissey@pcs-structural.com.rvtS1 01.29.2021 19024 DETAILS PERMITSOUTHWORTH ELEMENTARY TEMPORARY402 W YELM AVEYELM, WA 98597YELM COMMUNITY SCHOOLSTNM WJN NO SCALES1 1 ELEVATION NO SCALES1 2 ELEVATION 22133rd GRADE (P23)2021052 SFLIBRARY2502927 SF1st GRADE (8)2031057 SF1st GRADE (4)204893 SF1st GRADE (3)205946 SFKINDERGARTEN(18)206598 SFKINDERGARTEN(17)207588 SFLEARNINGCENTER (P25)222420 SFLEARNINGCENTER (P26)220683 SFKINDERGARTEN(13)209A918 SFCOUNSELOR (16)241253 SFGIRLS RR242339 SFOFFICE243181 SFPSYCHOLOGIST244199 SFAV STOR. (E)245306 SF7T45eHALLWAYTOILET30659 SFTOILET30753 SFTOILET31156 SFTOILET31261 SFCUST.310133 SFSTOR.308135 SF5th GRADE (P31)309b411 SF5th GRADE (P31)309a603 SFART (P21)3051010 SFWRK RM304186 SFHALLWAYREMOVE EXISTINGWALL HYDRANT CAPAND CONCEAL CWPIPING IN WALL.REMOVE EXISTINGFLOOR DRAIN CAP ANDCONCEAL WASTE PIPINGBELOW SLAB.76TTC7A243DEMOLITION NOTES1DEMO EXISTING SHOWER. DEMO EXISTING FLOORDRAIN AND EXISTING WASTE PIPING BACK TO 4" WASTEMAIN. DEMO EXISTING FLOOR DRAIN 1 1/2" VENT PIPING.2DEMO EXISTING WATER CLOSET SEAT. RETAIN WATERCLOSET FIXTURE.3DEMO EXISTING SINK AND DISHWASHER. CAP ANDCONCEAL WASTE,VENT, HW, AND CW PIPING BELOWSLAB OR IN WALL AS APPLICABLE.4REMOVE EXISTING SINK5CAP AND CONCEAL HW, CW, WASTE, AND VENT PIPING.CAP VTR ON ROOF ABOVE IF FIELD VERIFICATIONCONFIRMS IT ONLY SERVES THIS SINK.6REMOVE EXISTING THERMOSTAT AND RETAIN FORRELOCATION.7EXISTING THERMOSTAT TO REMAIN.SHEETPROJECTBCRA NO.DATEREVISIONSSHEET TITLE© COPYRIGHT 2020 - BCRA, INC. ALL RIGHTS RESERVEDSEALT 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA 98402 24x36 DRAWN BY:REVIEWED BY:IF SHEET MEASURES LESS THAN 24"X36", IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY1/7/2021 3:47:32 PM 01.29.202119024PERMIT SETSOUTHWORTH ELEMENTARY TEMPORARY 402 W YELM AVE YELM, WA 98597 YELM COMMUNITY SCHOOLSMECHANICAL DEMOPLANSMD101 1/8" = 1'-0"1MECHANICAL DEMO PLANSCALE:048161/8" = 1'-0" 1/8" = 1'-0"2MECHANICAL DEMO PLANSCALE:048161/8" = 1'-0"J.W.J.H.01/29 /202101/29 /2021 TTLEARNINGKINDERGARTEN(13)209A918 SFKINDERGARTEN(9)209B1168 SFKINDERGARTEN(12)210849 SFOFFICE243181 SFPSYCHOLOGIST244199 SFEXISTING RELIEF SYSTEM TO REMAIN.EXISTING UNITVENTILATOR TOREMAINEXISTING UNITVENTILATOR TOREMAINEXISTING EXHAUSTGRILLE TO REMAIN16/16PROVIDE NEW TRANSFER SYSTEM.LINE DUCTWORK WITH 1" LINING.20/20 TG20/20 TGADD NEW T'STATEXISTING T'STAT12B127C4th GRADE (P34)121eHALLWAY122TOILET306TOILET307TOILET311TOILET312CUST.310STOR.3085th GRADE (P31)309b5th GRADE (P31)309a4th GRADE (P33)120ART (P21)305WRK RM304HALLWAY123TTC20/20PROVIDE NEWTRANSFER SYSTEM.LINE DUCTWORK WITH1" LINING. MOUNTGRILLES ON TOP OFDUCTWORK UP FACING.16/24 TG MOUNTED ONTOP OF DUCT FACINGUP TOWARDS CEILINGEXISTING UNITVENTILATORTO REMAINEXISTING UNITVENTILATORTO REMAINEXISTING UNITVENTILATORTO REMAINEXISTING SIDEWALLRELIEF GRILLEEXISTING RELIEFROOF HOODEXISTING SINKTO REMAINNEW T'STAT.INTERLOCK WITHEXISTING UNITVENTILATOR ASSHOWN ON THISSHEET.RELOCATE EXISTING T'STAT HEREFROM CURRENT LOCATION ONDEMO'D WALL. INTERLOCK WITHEXISTING UNIT VENTILATORS ASSHOWN ON THIS SHEET.31MECHANICAL LEGENDEXHAUST DUCT UPRETURN, RELIEF, TRANSFER, OSA DUCT UPRETURN, RELIEF, TRANSFER, OSA DUCT DOWNEXHAUST DUCT DOWNTURNING VANES (TV)CEILING AIR TERMINAL - SQUARERECTANGULAR DUCT, RADIUS ELBOW DOWNRECTANGULAR DUCT, SQUARE ELBOW DOWNRECTANGULAR DUCT, RADIUS ELBOW UPRECTANGULAR DUCT SQUARE ELBOW UPSYMBOLDESCRIPTIONSYMBOLDESCRIPTION300 CFM12 X 12 CDTTHERMOSTAT (T'STAT)AIR TERMINAL SIZE, TYPE & CFMX/XSQUARE DUCTCONSTRUCTION NOTES1RECONFIGURE CONTROLS TO PROVIDE SINGLE UNITCONTROL WITH THIS THERMOSTAT IN LIEU OF TWO.2NEW THERMOSTAT AND CONTROL TO MATCHCONFIGURATION AND SEQUENCE OF ADJACENT SPACE.3RE-CONFIGURE CONTROLS TO PROVIDE PARALLEL UNITOPERATION WITH THIS THERMOSTAT IN LIEU OF SINGLEUNIT OPERATION.SHEETPROJECTBCRA NO.DATEREVISIONSSHEET TITLE© COPYRIGHT 2020 - BCRA, INC. ALL RIGHTS RESERVEDSEALT 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA 98402 24x36 DRAWN BY:REVIEWED BY:IF SHEET MEASURES LESS THAN 24"X36", IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY1/7/2021 3:47:32 PM 01.29.202119024PERMIT SETSOUTHWORTH ELEMENTARY TEMPORARY 402 W YELM AVE YELM, WA 98597 YELM COMMUNITY SCHOOLSMECHANICAL PLANSM101 1/8" = 1'-0"2MECHANICAL FLOOR PLANSCALE:048161/8" = 1'-0" 1/8" = 1'-0"1MECHANICAL FLOOR PLANSCALE:048161/8" = 1'-0"J.W.J.H.01/29 /202101/29 /2021 GENERAL NOTES1.SLOPE ALL NEW WASTE PIPING AT 14" PER LINEAR FOOT.2.P-1: AMERICAN STANDARD MADERA FLOOR MOUNT FLUSHVALVE WATER CLOSET. PROVIDE WITH NEW MANUALFLUSH VALVE SLOAN ROYAL 111.CONSTRUCTION NOTES1PROVIDE NEW 4" WASTE PIPING AND 2" VENT PIPING TOSERVE NEW WATER CLOSET. ROUTE NEW WASTEPIPING FROM WASTE MAIN TO NEW WATER CLOSET.ROUTE NEW 2" VENT PIPING TO VTR ON ROOF ABOVE.EXTEND 1" CW FROM SERVICE TO ADJACENT WATERCLOSET FOR CONNECTION TO P-1 FLUSH VALVE.2PROVIDE NEW CHILD APPROPRIATE WATER CLOSETSEAT FOR EXISTING WATER CLOSET. FINAL SEATSELECTION SHALL BE APPROVED BY THE DISTRICT.A33rd GRADE (P24)2013rd GRADE (P23)202SPEECH (P27)209TITLE MATH (15)219LIBRARY2501st GRADE (8)2031st GRADE (4)2041st GRADE (3)205KINDERGARTEN(18)206KINDERGARTEN(17)207LEARNINGCENTER (P25)222LEARNINGCENTER (P26)220KINDERGARTEN(13)209AKINDERGARTEN(9)209B2102112132ND GRADE (11)2142nd GRADE (6)212COUNSELOR (16)241GIRLS RR242OFFICE243PSYCHOLOGIST244AV STOR. (E)245LAP READING(14)2392P-1122SHEETPROJECTBCRA NO.DATEREVISIONSSHEET TITLE© COPYRIGHT 2020 - BCRA, INC. ALL RIGHTS RESERVEDSEALT 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA 98402 24x36 DRAWN BY:REVIEWED BY:IF SHEET MEASURES LESS THAN 24"X36", IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY1/7/2021 3:47:32 PM 01.29.202119024PERMIT SETSOUTHWORTH ELEMENTARY TEMPORARY 402 W YELM AVE YELM, WA 98597 YELM COMMUNITY SCHOOLSMECHANICAL PLANSM102 1/8" = 1'-0"1PLUMBING FLOOR PLANSCALE:048161/8" = 1'-0"J.W.J.H.01/29 /202101/29 /2021 SYMBOLDESCRIPTIONSYMBOLDESCRIPTIONTAMPER PROOF DUPLEX RECEPTACLEDUPLEX RECEPTACLE (C INDICATES ABOVE COUNTER)CELECTRICAL LEGENDWALL MOUNTED EXIT LIGHT FIXTURE(PROVIDE DIRECTION ARROWS AS INDICATED). PROVIDE UNSWITCHED HOT LEGEXIT LIGHT FIXTURE(PROVIDE DIRECTION ARROWS AS INDICATED). PROVIDE UNSWITCHED HOT LEGRECESSED TROFFER LIGHT FIXTURESURFACE MOUNT LIGHT FIXTURE (CIRCLE INDICATES RECESSED OR CONCEALED JUNCTION BOX)CONSTRUCTION NOTESDEMOLITION NOTESALL DEVICES WITH LIGHT LINE WEIGHT INDICATES EXISTING TO BE RETAINEDALL DEVICES WITH DASH LINE INDICATES EXISTING TO BE REMOVED####MISCELLANEOUSLIGHTINGSWITCHESSINGLE POLE SWITCHPHOTOCELL CONTROLPCCONDUIT STUB OUTDEDICATED CONDUIT HOMERUN TO PANEL & CIRCUIT NUMBERS AS INDICATED ON PLANSRACEWAY CONCEALED IN WALL OR CEILINGMARKS INDICATE NUMBER OF #12 AWG UNLESS NOTED OTHERWISEGROUNDING CONDUCTORFLEXIBLE CONDUITSURFACE RACEWAYJUNCTION BOX - SIZE PER CODE (F INDICATES FIRE ALARM SYSTEM)EXISTING PANELBOARD TO BE RETAINEDJELECTRICAL GENERAL NOTES (APPLIES TO ALL DRAWINGS)1.MATERIALS AND WORKMAN SHIP SHALL FULLY COMPLY WITH THE REQUIREMENT OF THELATEST EDITION OF THE NATIONAL ELECTRICAL CODE (N.F.P.A. #70), THE LAWS ANDREGULATION OF WASHINGTON STATE, AND THE CITY OF FEDERAL WAY. ALL WORK ANDMATERIAL TO BUILDING STANDARDS AND CODE UNLESS NOTED OTHERWISE.2.MAINTAIN CONTINUITY AND OPERATION OF ALL EXISTING BUILDING TENANT POWER,LIGHTING, AND LOW VOLTAGE SYSTEMS DURING CONSTRUCTION. PROVIDE JUNCTIONBOXES, CONDUIT AND WIRE TO EXTEND EXISTING CIRCUITS AS REQUIRED.3.REFER TO DIVISION ONE OF THE PROJECT DOCUMENTS FOR FURTHER REQUIREMENTSFOR THE ADVANCE NOTIFICATION TO THE OWNER BEFORE ANY SYSTEM SHUTDOWN. ALLSHUTDOWN AND CHANGE-OVER TIME SHALL BE KEPT TO A MINIMUM. ALL BUILDINGSYSTEM SHUT DOWNS SHALL BE DISCUSSED AND COORDINATED BETWEEN THE GENERALCONTRACTOR, THE OWNER, AND ALL SUBCONTRACTORS.4.ALL CIRCUIT EXTENSIONS AND NEW RACEWAYS SHALL BE CONCEALED. NOTIFYARCHITECT PRIOR TO INSTALLATION ANY SURFACE MOUNTED RACEWAY WHERECONCEALMENT IS NOT POSSIBLE. ROUTE ALL SURFACE METAL RACEWAY ASINCONSPICUOUSLY AS POSSIBLE AND PAINT TO MATCH ADJACENT SURFACE. OWNERAPPROVAL OF SURFACE MOUNTED RACEWAY IS REQUIRED.5.ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR FOR ALLCUTTING, PATCHING AND FINISH WORK.6.CORE DRILL EXISTING WALL, CUT, PATCH AND PAINT TO MATCH EXISTING CONDITIONS ASREQUIRED TO CONCEAL ALL NEWCIRCUITS. ELECTRICAL CONTRACTOR TO REPAIR ANYDAMAGE DONE DURING CONSTRUCTION. ALL CORE DRILLING REQUIRED TO FACILITATEALL CONDUIT WORK. CORE DRILLED HOLES SHALL NOT PENETRATE THROUGH ANYEXISTING REBAR AND/OR CONDUIT CONTAINED IN THE EXISTING CONCRETE SLAB ANDWALLS. CORE DRILL LOCATIONS MAY NEED TO BE MODIFIED TO ACCOMMODATE EXISTINGOBSTRUCTIONS CONTAINED WITHIN THE FLOOR AND WALLS. DO NOT CORE DRILL ASTRUCTURAL BEAM OR MODIFY THE STRUCTURAL INTEGRITY OF THE BUILDING.7.ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUIT, WIRE, GROUNDING FOR ALLNEW WORK AND EXTENSION OF EXISTING CIRCUITS FOR A COMPLETE ELECTRICALSYSTEM.8.IF THERE ARE ANY ELECTRICAL CONDUITS THAT PASS THROUGH OR MAKE A MEMBRANEPENETRATION INTO A FIRE RATED ASSEMBLY, THE CONDUITS SHALL BE PROVIDED WITH AUL LISTED FIRE STOP SYSTEM. THE FIRE RATING OF THE PENETRATION SHALL BEMAINTAINED AFTER THE CONDUIT OR WIREWAY HAS BEEN INSTALLED.9.CONDUITS PASSING THROUGH BUILDING EXPANSION JOINTS OR BUILDING SEISMIC JOINTSSHALL HAVE JUNCTION BOXES AT EACH SIDE OF THE EXPANSION / SEISMIC JOINT IFTHERE IS ANY. PROVIDE SECTION OF FLEXIBLE CONDUIT BETWEEN JUNCTION BOXES ANDGROUNDING BUSHINGS WITH GROUNDING CABLE TO MAINTAIN CONTINUITY BETWEEN ALL(2) JUNCTION BOXES. PROVIDE FLEX CONDUIT AND GROUNDING CABLE OF SUFFICIENTLENGTH TO ACCOMMODATE THE CALCULATED BUILDING MOVEMENT PLUS 6" OFADDITIONAL MOVEMENT.10.ELECTRICAL CONTRACTOR TO REPAIR ANY DAMAGE DONE DURING CONSTRUCTION.11.COMMISSIONING SHALL BE PROVIDED PER WASHINGTON STATE ENERGY CODE. C103.6,C405, AND C408 AS REQUIRED. COORDINATE ALL WORK WITH COMMISSIONINGCONTRACTOR.1.IT IS THE CONTRACTOR'S RESPONSIBILITY TO INCLUDE IN HIS BID ALL COSTSASSOCIATED WITH NECESSARY DEMOLITION TO ALLOW NEW CONSTRUCTION SHOWN INCONTRACT DOCUMENTS. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALLREMOVE ALL EXISTING RECEPTACLES, LIGHTING FIXTURES, DEVICES, ABANDONEDRACEWAYS, CONDUCTORS, TOGETHER WITH ANY AUXILIARY ITEMS TO ALLOW NEWCONSTRUCTION AND FINISH TO OCCUR AS COMPLEMENTED BY THE CONTRACTDOCUMENTS. DASHED LINES INDICATE EXISTING DEVICES AND EQUIPMENT TO BEREMOVED.2.THESE PLANS DELINEATE THE BASIC SCOPE OF WORK FOR THE REMOVAL OF EXISTINGMATERIAL. THE DEMOLITION DRAWINGS AND NOTES ARE PROVIDED WITH THE INTENT TOGENERALLY DESCRIBE AREAS AND LIMITS OF WORK. THE CONTRACTOR SHALL BEFAMILIAR WITH THE SITE AND CONDITIONS THERE ON; AND SHALL NOT RELY SOLELY ONREVIEW OF THE BIDDING DOCUMENTS IN DETERMINING THE EXTENT OF DEMOLITIONWORK REQUIRED. COORDINATION OF THESE DRAWINGS WITH REQUIREMENTS FORCONTRACT WORK IS THE RESPONSIBILITY OF THE CONTRACTOR. DISCREPANCIESBETWEEN OR WITHIN THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THEENGINEER IMMEDIATELY. THE CONTRACTOR SHALL PROVIDE CLARITY SKETCHES,DIAGRAMS, AND FIELD DIMENSIONS OF EXISTING CONDITIONS AT THE REQUEST OF THEENGINEER IF/WHEN CONFLICTS ARE IDENTIFIED.3.REMOVE ALL WIRES, CABLES, SURFACE MOUNT RACEWAYS AND ALL APPURTENANCESWHICH SERVE DEVICES BEING REMOVED. CUT CONDUIT FLUSH TO CEILING OR WALLWHEN CONCEALED, AND SEAL OFF WITH SPRAY FOAM. ABANDON FLUSH BOXES ANDNON-ACCESSIBLE CONDUIT, PROVIDE COVER PLATES FOR ALL BOXES TO REMAIN. CUTCONDUIT FLUSH TO FLOOR AND SEAL WITH GROUT.4.ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR FOR ALLCUTTING, PATCHING AND FINISH WORK.5.CONTRACTOR SHALL REMOVE AND DELIVER TO OWNER ALL DEVICES THAT AREIDENTIFIED BY OWNER TO BE RETAINED. CONTRACTOR SHALL COORDINATE WITHOWNER TO ASSURE THAT ALL ITEMS TO BE RETAINED ARE IDENTIFIED PRIOR TO THESTART OF DEMOLITION. ALL ITEMS NOT SO IDENTIFIED SHALL BECOME PROPERTY OFTHE CONTRACTOR AND SHALL BE DISPOSED OF OFF SITE.6.ELECTRICAL CONTRACTOR SHALL FIELD INVESTIGATE ALL EXISTING CIRCUITS ANDIDENTIFY THEM IN THE FIELD AT THE EXISTING DEVICES AND JUNCTION BOXES.7.UNLESS NOTED OTHERWISE DISCONNECT AND REMOVE ALL DEVICES INDICATED.MAINTAIN CONTINUITY OF ALL REMAINING DEVICES & EQUIPMENT. PROVIDE JUNCTIONBOXES, CONDUIT AND WIRE TO EXTEND EXISTING CIRCUITS AS REQUIRED.GENERAL DEMOLITION NOTESCEILING MOUNTED OCCUPANCY SENSOR (LIGHTING CONTROL) / (MANUAL ON / AUTO OFF)VSSINGLE POLE LOW VOLTAGE SWITCHLVNETWORK INFRASTRUCTURESINGLE RECEPTACLEVOLTSSYMBOLDESCRIPTIONLAMPSWATTSMOUNTING & REMARKSLIGHTING FIXTURE SCHEDULENOTES1.FIXUTRE TYPES LISTED ARE TO INDICATE THE TYPE OF STYLE, LAMPING CHARACTERISTICS AND MOUNTINGREQUIRED TO FACILITATE THIS DESIGN. OTHER FIXTURE MANUFACTURES MEETING THE LIGHT FIXTURE TYPECRITERIA ARE ACCEPTABLE.2.FOR ALL LIGHTING CONTROLS WHICH INCLUDE DAYLIGHT OR OCCUPANT SENSING AUTOMATIC CONTROLS,AUTOMATIC SHUT-OFF CONTROLS, OCCUPANCY SENSORS, OR AUTOMATIC TIME SWITCHES, AND THE LIGHTCONTROLS SHALL COMPLY WITH WASHINGTON STATE ENERGY CODE TESTING AND COMMISSIONINGDOCUMENTATION REQUIREMENTS PER C408.3 OF WASHINGTON STATE ENERGY CODE. A COMPLETE REPORTOF TEST PROCEDURES AND RESULTS SHALL BE PREPARED BY THE PROJECT COMMISSIONING AGENT ORELECTRICAL CONTRACTOR AND FILED WITH THE OWNER.3.ELECTRICAL CONTRACTOR SHALL COORDINATE ALL LIGHT FIXTURE FINISH COLORS WITH ARCHITECT ANDTHE OWNER.SL1LED6494 LM40K85CRI277V52WCOLUMBIA LIGHTINGLCL-4-40-HL-ED-USURFACE MOUNTED INDUSTRIAL LIGHTFIXTURECEILING MOUNTED OCCUPANCY SENSOR (LIGHTING CONTROL) / (MANUAL ON / AUTO OFF)(H INDICATES HIGH BAY VACANCY SENSOR)VSHFIRE ALARM HORN W/CLEAR (WHITE) STROBE - WALL MOUNTED W/ THE ENTIRESTROBE LENS NOT LESS THAN 80" OR MORE THAN 96" ABOVE THE FINISHEDFLOOR OR NOT MORE THAN 6" BELOW THE CEILING, WHICHEVER IS LOWERFIRE ALARM DAYLIGHT ZONE LEGENDPRIMARYDAYLIGHTZONE(PDZ)SECONDARYDAYLIGHTZONE(SDZ)NONDAYLIGHTZONE(NDZ)COMBINATION EXIT/TWIN HEAD FLOOD (PROVIDE DIRECTION ARROWS AS INDICATED) PROVIDE ADDITIONALUNSWITCHED HOT LEG.CEILING MOUNTED RECEPTACLEEM1LED277V5WCOMPASSCCGHOSQLED COMBINATION EXIT AND EMERGENCYFLOOD LIGHT FIXTURECOMMUNICATION / DATA OUTLET (4/S BOX WITH SINGLE GANG MUDRING AND COVER PLATE) 3/4"C. TOACCESSIBLE CEILING SPACE, MOUNT AT +18" AFF UNLESS NOTED OTHERWISE.SHEETPROJECTBCRA NO.DATEREVISIONSSHEET TITLE© COPYRIGHT 2020 - BCRA, INC. ALL RIGHTS RESERVEDSEALT 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA 98402 24x36 DRAWN BY:REVIEWED BY:IF SHEET MEASURES LESS THAN 24"X36", IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY1/7/2021 3:47:32 PM 01.29.202119024PERMIT SETSOUTHWORTH ELEMENTARY TEMPORARY 402 W YELM AVE YELM, WA 98597 YELM COMMUNITY SCHOOLS K.K.C.T.ELECTRICAL LEGENDE-0011/28/2021TOTAL EMERGENCY W/SF = 0.0048 W/SF 12AOS EXISTING CEILING MOUNTEDRECEPTACLE FOR PROJECTOR CCCCCCCCEF1EF2CCCTV122222333333333333333333333333412A CCCCCCCCEF1EF2CCCTV1J2JINTERCEPT NEARESTEXISTING RECEPTACLE CIRCUIT33333abJJJJJJJJJJaaaaaabbbbaaabbVSVSVSVS4abJJJJJaaJaJbbbJbbaJaaJbaa4VSVSEM14CL J5J5EM14KINDERGARTEN(13)209AKINDERGARTEN(9)209BGENERAL DEMOLITION NOTES1.SEE SHEET E-001 FOR TYPICAL GENERAL DEMOLITION NOTES.DEMOLITION NOTESRELOCATE EXISTING PROJECTOR RECEPTACLE TO NEW LOCATION. RETAINEXISTING RECEPTACLE CIRCUIT. COORDINATE NEW LOCATION WITH ARCHITECTPRIOR TO ROUGH-IN. PROVIDE JUNCTION BOX AS REQUIRED.DISCONNECT AND RELOCATE LIGHT FIXTURE TO NEW LOCATION. RETAIN EXISTINGLIGHTING CIRCUIT FOR NEW WORK.DISCONNECT EXISTING LIGHTING CIRCUIT FROM EXISTING LIGHT FIXTURE ANDRE-CIRCUIT AS SHOWN ON NEW WORK. RETAIN EXISTING CIRCUIT FOR NEW WORK.DEMOLISH EXISTING ELECTRICAL DEVICE.1234PARTIAL ELECTRICAL DEMOLITION PLAN - OLDSCALE : 1/4" = 1'-0"KEY PLANGENERAL NOTES1.SEE TYPICAL GENERAL NOTE ON SHEET E-001.2.SEE SHEET E-301 FOR LIGHTING CONTROL DETAIL..3.OWNER TO PROVIDE DATA / COMMUNICATIONS CABLING AS REQUIRED.COORDINATE WITH THE OWNER FOR ANY RACEWAY REQUIREMENTS ANDPROVIDE THE RACEWAYS AS REQUIRED.CONSTRUCTION NOTESRELOCATED EXISTING CEILING MOUNTED PROJECTOR RECEPTACLE LOCATION.SPLICE AND EXTEND EXISTING CIRCUIT TO NEW PROJECTOR LOCATION. PROVIDEJUNCTION BOX AS REQUIRED. COORDINATE EXACT PROJECTOR LOCATION WITHARCHITECT PRIOR TO ROUGH-IN.PROVIDE NEW CEILING MOUNTED RECEPTACLE FOR CEILING MOUNTEDPROJECTOR. COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN.ELECTRICAL CONTRACTOR TO FIELD VERIFY AND INTERCEPT NEAREST EXISTINGRECEPTACLE CIRCUIT ABOVE CEILING AND PROVIDE CONNECTION TO NEWPROJECTOR RECEPTACLE. PROVIDE JUNCTION BOX AS REQUIRED.RELOCATED LIGHT FIXTURE LOCATION. CLEAN THE LIGHT FIXTURE PRIOR TOINSTALL.PROVIDE CONNECTION TO EXISTING UNSWITCHED LIGHTING CIRCUIT IN THIS ROOM.ELECTRICAL CONTRACTOR TO FIELD VERIFY AND INTERCEPT NEAREST EXISTINGRECEPTACLE CIRCUIT ABOVE CEILING AND PROVIDE CONNECTION TO NEWRECEPTACLES. PROVIDE JUNCTION BOX AS REQUIRED.1234PARTIAL ELECTRICAL FLOOR PLAN - NEWSCALE : 1/4" = 1'-0"5SHEETPROJECTBCRA NO.DATEREVISIONSSHEET TITLE© COPYRIGHT 2020 - BCRA, INC. ALL RIGHTS RESERVEDSEALT 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA 98402 24x36 DRAWN BY:REVIEWED BY:IF SHEET MEASURES LESS THAN 24"X36", IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY1/7/2021 3:47:32 PM 01.29.202119024PERMIT SETSOUTHWORTH ELEMENTARY TEMPORARY 402 W YELM AVE YELM, WA 98597 YELM COMMUNITY SCHOOLS K.K.C.T.ELECTRICAL FIRSTPLAN - PARTIALE-2011/28/2021CLASSROOM NEWWALL C7aaaabbbbaaaabbbbaaaabbbbaaaabbbbaaaabbbbaaaabbbbabd,3ddddCEXISTING RECEPTACLERACEWAY ABOVE COUNTERd3EXISTING CEILING MOUNTEDRECEPTACLE FOR PROJECTORC,TVCEXISTING RECEPTACLERACEWAY ABOVE COUNTERFAN TTPANEL 'P34'PANEL 'P35'PANEL 'P31'PANEL 'P32'PANEL 'P33'PARTIAL ELECTRICAL DEMOLITION PLAN - OLDSCALE : 1/4" = 1'-0"GENERAL DEMOLITION NOTES1.SEE SHEET E-001 FOR TYPICAL GENERAL DEMOLITION NOTES.DEMOLITION NOTESDEMOLISH EXISTING ELECTRICAL DEVICE.DEMOLISH EXISTING ELECTRICAL DEVICE. RETAIN EXISTING CIRCUIT FOR NEWRECEPTACLES. SEE NEW WORK FOR ADDITIONAL INFORMATION.DISCONNECT AND RELOCATE LIGHT FIXTURE TO NEW LOCATION. RETAIN EXISTINGLIGHTING CIRCUIT FOR NEW WORK.DISCONNECT EXISTING LIGHTING CIRCUIT FROM EXISTING LIGHT FIXTURE ANDRE-CIRCUIT AS SHOWN ON NEW WORK. RETAIN EXISTING CIRCUIT FOR NEW WORK.RELOCATE EXISTING PROJECTOR RECEPTACLE TO NEW LOCATION. RETAINEXISTING RECEPTACLE CIRCUIT. COORDINATE NEW LOCATION WITH ARCHITECTPRIOR TO ROUGH-IN. PROVIDE JUNCTION BOX AS REQUIRED.112111111111111111133333144(TYPICAL OF 8)4(TYPICAL OF 8)4(TYPICAL OF 8)4(TYPICAL OF 5)4(TYPICAL OF 5)4(TYPICAL OF 4)4444(TYPICAL OF 4)DEMOLISHED LIGHTING LOADS :(10) F17T8 2-LAMP 2'X4' TROFFER LIGHT : (10) X 59 W = 590 WTOTAL DEMOLISHED LIGHTING LOADS : 590 WLIGHTING LOAD CALCULATION - DEMOLISHED LIGHTING LOADS12155KEY PLANC7CC,TVCFAN TTPANEL 'P34'PANEL 'P35'PANEL 'P31'PANEL 'P32'PANEL 'P33'PARTIAL ELECTRICAL FLOOR PLAN - NEWSCALE : 1/4" = 1'-0"GENERAL NOTES1.SEE TYPICAL GENERAL NOTE ON SHEET E-001.2.SEE SHEET E-301 FOR LOW VOLTAGE LIGHTING CONTROL DETAIL.3.OWNER TO PROVIDE DATA / COMMUNICATIONS CABLING AS REQUIRED. COORDINATEWITH THE OWNER FOR ANY RACEWAY REQUIREMENTS AND PROVIDE THE RACEWAYSAS REQUIRED.CONSTRUCTION NOTESPROVIDE CONNECTION TO EXISTING RACEWAY CIRCUIT. PROVIDE JUNCTION BOXAS REQUIRED.PROVIDE CEILING MOUNTED RECEPTACLE FOR PROJECTOR. COORDINATE EXACTLOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. PROVIDE 1P-20A CIRCUITBREAKER IN FEEDER PANEL 'P34'. ELECTRICAL CONTRACTOR TO FIELD VERIFY TOMATCH TO MANUFACTURE AND AIC RATING.RELOCATED LIGHT FIXTURE LOCATION. CLEAN THE LIGHT FIXTURE PRIOR TOINSTALL.1PDZ:46SFSDZ:46SFP34-3522SL1SL1SL1SL1SL1SL1SL1SL133333HHHHHHHHLVLVPCPCP32-3P32-5445555NEW ADDED LIGHTING LOADS :(8) SL1 = 416 WTOTAL ADDED LIGHTING LOADS : 426 WLIGHTING LOAD CALCULATION - NEW ADDED LIGHTING LOADSDAYLIGHT ZONE LEGENDPRIMARYDAYLIGHTZONE(PDZ)SECONDARYDAYLIGHTZONE(SDZ)NONDAYLIGHTZONE(NDZ)VSVSVSVSVSVSVSVSEM14CLASSROOMNEW WALLJCONSTRUCTION NOTESPROVIDE CONNECTION TO EXISTING UNSWITCHED LIGHTING CIRCUIT IN THIS ROOM.PROVIDE NEW FIRE ALARM HORN STROBE. PROVIDE CONNECTION TO NEARESTFIRE ALARM POWER SUPPLY.RELOCATED EXISTING CEILING MOUNTED PROJECTOR RECEPTACLE LOCATION.SPLICE AND EXTEND EXISTING CIRCUIT TO NEW PROJECTOR LOCATION. PROVIDEJUNCTION BOX AS REQUIRED. COORDINATE EXACT PROJECTOR LOCATION WITHARCHITECT PRIOR TO ROUGH-IN.41EM145P32-3P32-5P34-2166JTOILET306TOILET307TOILET311TOILET312CUST.310STOR.3085th GRADE (P31)309b5th GRADE (P31)309aART (P21)305WRK RM304SHEETPROJECTBCRA NO.DATEREVISIONSSHEET TITLE© COPYRIGHT 2020 - BCRA, INC. ALL RIGHTS RESERVEDSEALT 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA 98402 24x36 DRAWN BY:REVIEWED BY:IF SHEET MEASURES LESS THAN 24"X36", IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY1/7/2021 3:47:32 PM 01.29.202119024PERMIT SETSOUTHWORTH ELEMENTARY TEMPORARY 402 W YELM AVE YELM, WA 98597 YELM COMMUNITY SCHOOLS K.K.C.T.ELECTRICAL FIRSTPLAN - PARTIALE-2021/28/2021 Lighting LoadLighting LoadLMRJ Series Pre-TerminatedCables or CAT5e. Free Topology& Splitter AcceptableLMRC-112 10 AmpDimming Room ControllerNeutral UnswitchedHot -120/277EarthGroundWhiteBlackGreenClass 2 0-10 VoltControl WiringRedVioGryVioGry Yel0-10VDC DimmingBallast required.VioGryVioGryRJ45(Typical)LMDC-100LMLS-500Photosensor1SCALE: DIAGRAMMATICLIGHTING CONTROL DIAGRAMTYPICAL LOW VOLTAGEPCVSRED BLK BLU HOTNEUTRALBLKWHTPOWERPACKREDREDANY24VDCCEILING/WALLSENSORCOMMON+24VDCCONTROL OUTPUTTO ADDITIONALOCCUPANCY SENSORSNOT TO SCALEVACANCY SENSOR WIRING DETAILTO ROOM LIGHTFIXTURESMOMENTARY SWITCHWATTSTOPPER #RH-253(TYPICAL)NOTE:PROVIDE LOW VOLTAGE WIRING TO MOMENTARY SWITCH AS REQUIRED.LOW VOLTAGE LIGHTING CONTROL DIAGRAM NOTES1.ELECTRICAL CONTRACTOR SHALL SEE THE FLOOR PLAN TO VERIFY ANDPROVIDE THE EXACT QUANTITIES OF SWITCHES, OCCUPANCY/VACANCYSENSORS, AND PHOTOCELLS.2.ELECTRICAL CONTRACTOR SHALL PROVIDE AT LEAST ONE POWER PACKPER CIRCUIT. SEE FLOOR PLAN FOR THE CIRCUITING INFORMATION.3.ALL DIMMING LOW VOLTAGE SWITCHES SHALL HAVE FACTORY ENGRAVEDLABELS.4.PROVIDE ADDITIONAL ROOM CONTROLLERS AS REQUIRED TO SUPPORT ALLDAYLIGHT AND NON-DAY LIGHT ZONES CONTROL.BUTTON 1 : ALL "ON"BUTTON 2 : ALL "OFF"12LVLighting LoadLMRJ Series Pre-TerminatedCables or CAT5e. Free Topology& Splitter AcceptableLMRC-112 10 AmpDimming Room ControllerNeutral UnswitchedHot -120/277EarthGroundWhiteBlackGreenRedNDZPDZSDZDAYLIGHT ZONE LEGENDPRIMARYDAYLIGHTZONE(PDZ)SECONDARYDAYLIGHTZONE(SDZ)NONDAYLIGHTZONE(NDZ)VSSHEETPROJECTBCRA NO.DATEREVISIONSSHEET TITLE© COPYRIGHT 2020 - BCRA, INC. ALL RIGHTS RESERVEDSEALT 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA 98402 24x36 DRAWN BY:REVIEWED BY:IF SHEET MEASURES LESS THAN 24"X36", IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY1/7/2021 3:47:32 PM 01.29.202119024PERMIT SETSOUTHWORTH ELEMENTARY TEMPORARY 402 W YELM AVE YELM, WA 98597 YELM COMMUNITY SCHOOLS K.K.C.T.ELECTRICAL DETAILSE-3011/28/2021 SHEETPROJECTBCRA NO.DATEREVISIONSSHEET TITLE© COPYRIGHT 2020 - BCRA, INC. ALL RIGHTS RESERVEDSEALT 253.627.4367 F 253.627.4395 WWW.BCRADESIGN.COM 2106 PACIFIC AVENUE, SUITE 300, TACOMA, WA 98402 24x36 DRAWN BY:REVIEWED BY:IF SHEET MEASURES LESS THAN 24"X36", IT IS A REDUCED PRINT. REDUCE SCALE ACCORDINGLY1/7/2021 3:47:32 PM 01.29.202119024PERMIT SETSOUTHWORTH ELEMENTARY TEMPORARY 402 W YELM AVE YELM, WA 98597 YELM COMMUNITY SCHOOLS K.K.C.T.ELECTRICAL PANELSCHEDULESE-4011/28/2021